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HomeMy WebLinkAboutSDP201200001 Plan - Approved Final Site Plan and Comps. 2012-06-01SHEET NO. ? 1 OF 52 5 OF 52 6 OF 52 7F 2 OF 52 OF 52 11 OF 52 12 OF 52 rOF .OF 52 OF 52 OF 52 OF 52 OF 52 23 OF 52 DRAWING NO. C -1 C -2 C -2A C -4 C -5 C -6 C =7 C -8 C -9 C -10 C - -1 1 C -14 C -15 C -16 C -17 C -18 C -19 C -20 C- -2 C -2 . �3 C- 4 TITLE ll llE � ON— D I I... PLAN AM E....1N�MENIL' _ CO jN..ALl� COVER SHEET) PRO RS VARIATIONS AND ZMA A DMENT GENERAL -NOTES AND LEGEND EARTHWORK SPECIFICATIONS EXISTING SITE CONDITIONS AND DEMOLITION OVERALL PLAN SITE LAYOUT PLAN SITE LAYOUT PLAN SIT LAYOU LA GRADING AND DRAINAGE PLAN GRADING AND DRAINAGE PLAN GR AINAGE P N "TILI I LAYOU P N UTIILITIES LAYOUT PLAN UTIILITIES LAYOUT PLAN UTIILITY PROFILES- SANITARY UTIILITY PROFILES -WATER & STORM UTIILITY PROFILES - WATER UTILITY PROFILES -STORM UTILITY PROFILES -STORM STORM D AR A M P TO M DRAIN AND TRENCH DRAIN CALCULATIONS INLET_ CALCULATIONS -t- 9 F� 0 1 ADDRESSED ACSA COMMENTS DATED 9/15/11 2 ADDRESSED COUNTY AND VDOT COMMENTS 0 3 ADDRESSED ACSA AND COUNTY COMMENTS 4 REVISED PLAN TO SHOW NEW GRADING AND BUILDING FOOT PRINTS Q N 5 AMENDMENT PROGRESS SET cl N 6 SITE PLAN AMENDMENT PER CLIENT COMMENTS 4i 8 ADDRESSED ACSA COMMENTS NO. SHEET REVISION DAT 9/30//11 9 ADDRESSED COUNTY ENGINEERING COMMENTS JDB 10/14,/11 10 ADDRESSED COUNTY ENGINEERING COMMENTS JDB 10/28,/11 JDB 11/18,/11 DAT 12/01/11 DAT 12/22,/11 SAR 2/13/12 BY DATE NO. SHEET REVISION AUGUST 5, 2011 N 0 i 250 � US 29% HVJ�' ' 99 5,(PASS �qe 0 SEMINOLE SQUARE SHOPPING y, CENTER, VICINITY MAP SCALE: 1 " =2000' yao FASHION SQUARE MALL ., fm WITTE q �Err�2 ni E I NGt�1��Q D LI EEE ......fYD ..1.... E EEE '.. i E HILL RD. JDB 3/23/12 JDB 4/20/12 BY I DATE PRELIMINARY PLAN EXHIBIT SCALE: 1 " =400' Su'L:- rl�la' Type V 16- 1 6Z. G 16-NI"A Reviewed and Approved 5�� the Community Devc!opment Department Date 4_� SITE DATA (CONTINUED) SOURCE OF BOUNDARY SURVEY: KIRK HUGHES & ASSOCIATES DATED: APRIL 10, 2008 REVISED: DECEMBER 18, 2009 SOURCE OF TOPOGRAPHY: KIRK HUGHES & ASSOCIATES DATED: APRIL 10, 2008 REVISED: DECEMBER 18, 2009 & BY AERIAL SURVEY, AIR SURVEY, CORP, STERLING, VIRGINIA JANUARY 28, 1996 COUNTY, STATE: ALBEMARLE COUNTY, VA MAGISTERIAL DISTRICT: JACK JOUETT WATER PROTECTION AREA: N/A (NON -WATER SUPPLY WATERSHED) TAX MAP /PARCEL: TM 61W, PARCEL 3 -19B, TM 61W, PARCEL 3 -23, TM 61W, PARCEL 3 -24, & TM 61W, PARCEL 3 -25 ZONING: NMD (NEIGHBORHOOD MODEL DISTRICT) OVERLAY DISTRICT: ENTRANCE CORRIDOR EXISTING USE: VACANT AND COMMERCIAL PROPOSED USE: RETAIL_ TRASH: ON -SITE DUMPSTER MAXIMUM NUMBER OF EMPLOYEES`. 420 BUILDING HEIGHT (BY BUILDING NUMBER - IN FEET): A -1 A -III A -IV A -V B =1 B -II B -III C1-1 C1 -II C1 -111 C2 -1 C2 -11 D3 -1 26.5 30.5 24 19.5 24.5 23.5 21.5 30.5 27 20.5 30.5 26.5 78 BUILDING GROSS AREA: 297,577 SF TOTAL PREVIOUSLY SUBMITTED LAND USE SCHEDULE: EXISTING PROPOSED SUBMITTED TO DATE TOTAL 0 SO FT 932,860 SO FT (21.1 AC.) 100% 366,809 SO FT 1,299,669 SO FT BUILDINGS (FOOTPRINT) 0 SO FT 225,839 SO FT (5.18 AC.) 24.2% 67,717 SO FT 293,556 SO FT ROADS /PARKING 0 SO FT 439,409 SO FT (10.09 AC.) 47% 272,798 SO FT 712,207 SO FT GREEN SPACE 0 SO FT 170,259 SO FT (3.91 AC.) 18.3% 58,228 SO FT 228,487 SO FT CIVIC SPACE 0 SO FT 146,478 SO FT (3.36 AC.) 15.7% 33,072 SO FT 179,550 SO FT IMPERVIOUS AREA 0 SO FT 761,161 SO FT (17.47 AC.) 81.6% 301,979 SO FT 1,063,140 SO FT RECREATIONAL AREA 0 SO FT 24,485 SO FT (0.56 AC.) 2.6% 0 SO FT 24,485 SO FT NOTES: 1) OPEN SPACE IS SUBSTITUTED WITH GREEN SPACE AND CIVIC SPACE IN ACCORDANCE WITH THE CODE OF DEVELOPMENT. 2) CIVIC SPACE AND GREEN SPACE AREAS MAY OVERLAP AND ARE INDEPENDENT ENTITIES. 3) CIVIC SPACE AND ROADS /PARKING AREAS BOTH INCLUDE CROSSWALK AREAS. 4) GREEN SPACE AND ROADS /PARKING AREAS BOTH INCLUDE PARKING ISLANDS. 5) BECAUSE OF THE OVERLAP IN AREAS, MENTIONED ABOVE, THE TOTAL AREA IS NOT A SUM OF THE INDIVIDUAL AREAS. 6) THERE IS A POSSIBLE FUTURE ROW DEDICATION OF 0.04 AC AT THE INTERSECTION OF ROUTE 29 AND HYDRAULIC ROAD. REQUIRED PARKING: FOR SHOPPING CENTER 925 SPACES ((205,536 GLA /1,000= 205.54) *4.5 = 924.93) FOR HOTEL GUEST ROOMS 137 SPACES (1 SPACE /HOTEL ROOM) CONFERENCE ROOMS 24 SPACES (1,790 SF /75= 23.87) CAFE 11 SPACES ((782/1,000) *13 = 10.17) TOTAL REQUIRED: 1,097 (INCLUDING 21 HANDICAPPED SPACES) PROVIDED PARKING: 1,066 (INCLUDES 24 HANDICAPPED SPACES) EXTRA PARKING PROVIDED WITH THEATER FSP: 152 (INCLUDES EXTRA 1 HANDICAPPED SPACE) TOTAL TOWN CENTER & EXTRA IN THEATER: 1,218 (INCLUDING 25 HANDICAPPED SPACES) ALBEMARLE COUNTY DEPARTMENT APPROVAL: APPROVALS DATE 27 OF 52 C -24A EKU 1 GUN f — PLANN ZONING .DRAWING NUMBER: C-1 8 OF — T CONTROL PLAN — PHASE INSPECTIONS 29 OF 52 C -26 EROSION AND SEDIMENT CONTROL PLAN — PHASE 3 DEPARTMENT OF FIRE & RESCUE WWA NUMBER: 208026.45 30 0 52 — ROS 0 A NT 0 D AIL VIRGINIA DEPARTMENT OF TRANSPORTATION DATE: 815111 31 OF 52 C -28 TYPICAL DETAILS T S 33 OF 52 C -30 STORMWATER MANAGEMENT NARRATIVE, DETAILS AND CALCULATIONS 34 OF 52 C -30A STORMWATER GEMENT L DIAGRAM 3 52 C— 1 BOIND S REET, SWANSON DRIVE, I GL OOD DRIVE AND BLACKBIRD LANE PROFILES / CENTERLINE ROAD LINE & CURVE TABLES OF 52 C -32 HOUSTON STREET PLAN AND PROFILES OF 52 C -32A BLACKBIRD LANE — FUTURE EXTENSION 8' gE 52 TY ICA RO C 0 AS�ND�SL_ NAGE DE I S TE & LEGE 39 OF 52 C -34 ACSA ST DARD DETAILS AND LIGHT POLE BASE DETAILS 41 OF 52� L-101 42 OF 52 L -102 LANDSCAPE- MATERIALS PLAN 43 OF 52 L -103 LANDSCAPE- MATERIALS PLAN 44 F 5 L -104 LANDSCAPE- MATERIALS PLAN 5 ` OF 52 L -402 LANDSCAPE PLAN 4� OF 52 L -403 LANDSCAPE PLAN �.48� F 52 -404 LA S E P N 49 OF 52 L -501. PLANTING DETAILS - ✓ 50 OF 52 LS -3 SWM LANDSCAPE PLAN 51 OF 52 W -1 WALL DETAILS 52 _OF_"52, W -2 DETAILS . 1 -2 MLT ICS PLAN AND DETAILS SITE DATA DEVELOPER/ APPLICANT: ALBEMARLE PLACE EAAP, LLC ENGINEER: WW ASSOCIATES, INC 7200 WISCONSIN AVENUE 3040 AVEMORE SQUARE PLACE SUITE 400 CHARLOTTESVILLE, VA 22911 BETHESDA, MD 20814 (434) 984 -2700 (301) 652 -7400 ATTN: HERBERT F. WHITE III, P.E. ATTN: THOMAS R. GALLAGHER EMAIL: HWHITE@WWASSOCIATES.NET EMAIL: TGALLAGHER ©EDENSANDAVANT.COM SOURCE OF TITLE: THE PROPERTY AS SHOWN ON THIS PLAN IS THE PROPERTY CONVEYED UNTO ALBEMARLE PLACE EAAP, LLC, BY THAT CERTAIN DEED DULY ON RECORD IN THE CLERKS OFFICE OF THE CIRCUIT COURT OF THE COUNTY OF ALBEMARLE, VIRGINIA IN D.B. 3483, PG. 698, AND IS INDICATED AS TAX MAP PARCELS(S) TMP 61W- 3 -19A, 19B, 23, and 24. (A SUBDIVISION PLAT HAS BEEN RECORDED, D.B. 4135, PG. 249. NEW TAX MAP PARCEL NUMBERS HAVE NOT BEEN ASSIGNED.) 2 NOTE: 'a 1.' . EXISTING CONDITIONS HAVE BEEN MODIFIED TO DEPICT GRADING FROM EROSION AND SEDIMENTATION CONTROL o PLAN, WP02009 -00074 FOR COORDINATION PURPOSES. U 2. COORDINATE PLANS WITH ALBEMARLE PLACE EAAP, LLC RELATED PROJECTS: • ALBEMARLE PLACE /EROSION AND SEDIMENT CONTROL PLAN ('WP02009- 00074) CN o 0 ALBEMARLE PLACE /ROAD IMPROVEMENT PLAN RT29 AND HYDRAULIC ROAD (WP02008- 00068) • ALBEMARLE PLACE TOWN CENTER /ACSA OFF -SITE SANITARY SEWER PLAN ALBEMARLE PLACE TOWN CENTER /CITY OF CHARLOTTESVILLE 'OFF -SITE SANITARY SEWER a • ALBEMARLE PLACE /STORMWATER MANAGEMENT PLAN (WP02010- 00023) M STONEFIELD BOULEVARD ROAD PLAN (WP0201 1- 00036) � • STONEFIELD BUILDING C1 -IV FINAL SITE PLAN (SDP201 1 - 00047) 3. STONEFIELD WAS FORMERLY KNOWN AS ALBEMARLE PLACE. 9 F� 0 1 ADDRESSED ACSA COMMENTS DATED 9/15/11 2 ADDRESSED COUNTY AND VDOT COMMENTS 0 3 ADDRESSED ACSA AND COUNTY COMMENTS 4 REVISED PLAN TO SHOW NEW GRADING AND BUILDING FOOT PRINTS Q N 5 AMENDMENT PROGRESS SET cl N 6 SITE PLAN AMENDMENT PER CLIENT COMMENTS 4i 8 ADDRESSED ACSA COMMENTS NO. SHEET REVISION DAT 9/30//11 9 ADDRESSED COUNTY ENGINEERING COMMENTS JDB 10/14,/11 10 ADDRESSED COUNTY ENGINEERING COMMENTS JDB 10/28,/11 JDB 11/18,/11 DAT 12/01/11 DAT 12/22,/11 SAR 2/13/12 BY DATE NO. SHEET REVISION AUGUST 5, 2011 N 0 i 250 � US 29% HVJ�' ' 99 5,(PASS �qe 0 SEMINOLE SQUARE SHOPPING y, CENTER, VICINITY MAP SCALE: 1 " =2000' yao FASHION SQUARE MALL ., fm WITTE q �Err�2 ni E I NGt�1��Q D LI EEE ......fYD ..1.... E EEE '.. i E HILL RD. JDB 3/23/12 JDB 4/20/12 BY I DATE PRELIMINARY PLAN EXHIBIT SCALE: 1 " =400' Su'L:- rl�la' Type V 16- 1 6Z. G 16-NI"A Reviewed and Approved 5�� the Community Devc!opment Department Date 4_� SITE DATA (CONTINUED) SOURCE OF BOUNDARY SURVEY: KIRK HUGHES & ASSOCIATES DATED: APRIL 10, 2008 REVISED: DECEMBER 18, 2009 SOURCE OF TOPOGRAPHY: KIRK HUGHES & ASSOCIATES DATED: APRIL 10, 2008 REVISED: DECEMBER 18, 2009 & BY AERIAL SURVEY, AIR SURVEY, CORP, STERLING, VIRGINIA JANUARY 28, 1996 COUNTY, STATE: ALBEMARLE COUNTY, VA MAGISTERIAL DISTRICT: JACK JOUETT WATER PROTECTION AREA: N/A (NON -WATER SUPPLY WATERSHED) TAX MAP /PARCEL: TM 61W, PARCEL 3 -19B, TM 61W, PARCEL 3 -23, TM 61W, PARCEL 3 -24, & TM 61W, PARCEL 3 -25 ZONING: NMD (NEIGHBORHOOD MODEL DISTRICT) OVERLAY DISTRICT: ENTRANCE CORRIDOR EXISTING USE: VACANT AND COMMERCIAL PROPOSED USE: RETAIL_ TRASH: ON -SITE DUMPSTER MAXIMUM NUMBER OF EMPLOYEES`. 420 BUILDING HEIGHT (BY BUILDING NUMBER - IN FEET): A -1 A -III A -IV A -V B =1 B -II B -III C1-1 C1 -II C1 -111 C2 -1 C2 -11 D3 -1 26.5 30.5 24 19.5 24.5 23.5 21.5 30.5 27 20.5 30.5 26.5 78 BUILDING GROSS AREA: 297,577 SF TOTAL PREVIOUSLY SUBMITTED LAND USE SCHEDULE: EXISTING PROPOSED SUBMITTED TO DATE TOTAL 0 SO FT 932,860 SO FT (21.1 AC.) 100% 366,809 SO FT 1,299,669 SO FT BUILDINGS (FOOTPRINT) 0 SO FT 225,839 SO FT (5.18 AC.) 24.2% 67,717 SO FT 293,556 SO FT ROADS /PARKING 0 SO FT 439,409 SO FT (10.09 AC.) 47% 272,798 SO FT 712,207 SO FT GREEN SPACE 0 SO FT 170,259 SO FT (3.91 AC.) 18.3% 58,228 SO FT 228,487 SO FT CIVIC SPACE 0 SO FT 146,478 SO FT (3.36 AC.) 15.7% 33,072 SO FT 179,550 SO FT IMPERVIOUS AREA 0 SO FT 761,161 SO FT (17.47 AC.) 81.6% 301,979 SO FT 1,063,140 SO FT RECREATIONAL AREA 0 SO FT 24,485 SO FT (0.56 AC.) 2.6% 0 SO FT 24,485 SO FT NOTES: 1) OPEN SPACE IS SUBSTITUTED WITH GREEN SPACE AND CIVIC SPACE IN ACCORDANCE WITH THE CODE OF DEVELOPMENT. 2) CIVIC SPACE AND GREEN SPACE AREAS MAY OVERLAP AND ARE INDEPENDENT ENTITIES. 3) CIVIC SPACE AND ROADS /PARKING AREAS BOTH INCLUDE CROSSWALK AREAS. 4) GREEN SPACE AND ROADS /PARKING AREAS BOTH INCLUDE PARKING ISLANDS. 5) BECAUSE OF THE OVERLAP IN AREAS, MENTIONED ABOVE, THE TOTAL AREA IS NOT A SUM OF THE INDIVIDUAL AREAS. 6) THERE IS A POSSIBLE FUTURE ROW DEDICATION OF 0.04 AC AT THE INTERSECTION OF ROUTE 29 AND HYDRAULIC ROAD. REQUIRED PARKING: FOR SHOPPING CENTER 925 SPACES ((205,536 GLA /1,000= 205.54) *4.5 = 924.93) FOR HOTEL GUEST ROOMS 137 SPACES (1 SPACE /HOTEL ROOM) CONFERENCE ROOMS 24 SPACES (1,790 SF /75= 23.87) CAFE 11 SPACES ((782/1,000) *13 = 10.17) TOTAL REQUIRED: 1,097 (INCLUDING 21 HANDICAPPED SPACES) PROVIDED PARKING: 1,066 (INCLUDES 24 HANDICAPPED SPACES) EXTRA PARKING PROVIDED WITH THEATER FSP: 152 (INCLUDES EXTRA 1 HANDICAPPED SPACE) TOTAL TOWN CENTER & EXTRA IN THEATER: 1,218 (INCLUDING 25 HANDICAPPED SPACES) ALBEMARLE COUNTY DEPARTMENT APPROVAL: APPROVALS DATE DEPART NT OF COMMUNITY DEVELOPMENT PLANN ZONING .DRAWING NUMBER: C-1 ENGINEER DIHR BY: INSPECTIONS ARB DEPARTMENT OF FIRE & RESCUE WWA NUMBER: 208026.45 ALBERMARLE COUNTY SERVICE AUTHO Y DISCIPLINE: VIRGINIA DEPARTMENT OF TRANSPORTATION DATE: 815111 HEALTH DEPARTMENT P DESIGNEDJDB. PROJECT: STONEFIELD TOWN CENTER — FINAL SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA SET REV. N0. 0 DRAWN BY: KTM .DRAWING NUMBER: C-1 TITLE: COVER SHEET DIHR BY: HFW SHEET NUMBER: 1 of 52 WWA NUMBER: 208026.45 FILE NAME: 802645C_C -01 Amend.dwg DISCIPLINE: SCALE: H: AS SHOWN V: N/A DATE: 815111 Y`�! (�G�i b,��1:�- �� ALBEMARLE PLACE WAIVERS, AGREEMENTS AND CLARIFICATIONS: ADOPTED BY THE COUNTY OF ALBEMARLE ON DECEMBER, 2003 AS PART OF ZMA # 01 -07 AND AMENDED ON AUGUST 4, 2010 AS PART OF ZMA # 08 -003. WAIVERS TO THE ZONING ORDINANCE, CHAPTER 18: UNDER THE AUTHORITY GRANTED IN SECTION 8.2, THE BOARD OF SUPERVISORS HAS WAIVED, VARIED OR ACCEPTED SUBSTITUTIONS TO THE FOLLOWING SECTIONS: 4.2.3 LOCATION OF STRUCTURES AND IMPROVEMENTS: THE REQUIREMENTS OF SECTION 4.2.3 ARE WAIVED, CONDITIONAL UPON APPROVAL OF AN EROSION AND SEDIMENT CONTROL PERMIT THAT MEETS THE REQUIREMENTS OF SECTION 8.5.5.4(b). 4.3 (a &b) TREE CUTTING: THE REQUIREMENTS OF SECTION 4.3 (a &b) ARE WAIVED, CONDITIONAL UPON APPROVAL OF AN EROSION AND SEDIMENT CONTROL PERMIT THAT MEETS THE REQUIREMENTS OF SECTION 8.5.5.4(b). 4.6.1 FRONTAGE AND LOT WIDTH MEASUREMENTS: 4.6.2 LOTS, DETERMINATION OF LOT FRONT: 4.6.6 LOT ACCESS REQUIREMENTS: THE REQUIREMENTS OF SECTIONS 4.6.1, 4.6.2 & 4.6.6 ARE WAIVED UNDER THE FOLLOWING CONDITIONS: 1.) ACCESS WILL BE MAINTAINED TO THE INDIVIDUAL LOTS THROUGH ONE OF THE FOLLOWING OPTIONS: A.) LOTS MUST FRONT A PUBLIC STREET AND BE SERVED WITH DIRECT ACCESS TO A PUBLIC STREET, OR B,) LOTS MUST FRONT A PRIVATE STREET AND BE SERVED WITH DIRECT ACCESS TO A PRIVATE STREET, WHICH IS BUILT TO THE STANDARDS SET FORTH IN THE SUBDIVISION ORDINANCE; PROVIDED THAT ANY SUCH STANDARDS MAY BE WAIVED OR MODIFIED AS EXPRESSLY PROVIDED IN THE SUBDIVISION ORDINANCE. (NOTE: AN EASEMENT SHALL BE REQUIRED TO ALLOW THE GENERAL PUBLIC THE USE OF THE PRIVATE STREETS AS A RIGHT —OF —WAY). 2.) WHERE PARKING FOR A LOT IS NOT ON —SITE OR DIRECTLY ADJACENT TO THE LOT ON A PUBLIC OR PRIVATE STREET (I.E., A PARKING GARAGE), THE OWNERS OF THE LOTS WHERE PARKING IS PROVIDED IN A GARAGE SHALL HAVE PERPETUAL ACCESS TO THE PARKING GARAGES AS WELL AS A PERPETUAL RIGHT TO PARK CARS IN THE GARAGE. THE RIGHTS DESCRIBED HEREIN SHALL RUN WITH THE LAND. THE DEED, DECLARATION OR OTHER DOCUMENT ESTABLISHING THE RIGHTS DESCRIBED HEREIN SHALL BE SUBJECT TO REVIEW AND APPROVAL BY THE COUNTY ATTORNEY. 3.) ALL STREETS AND ACCESS WAYS DESCRIBED ABOVE SHALL BE REQUIRED TO BE BONDED AS PART OF THE SITE PLAN OR SUBDIVISION PLAT. 4.6.3 LOTS, YARDS ADJACENT TO STREET: 4.6.4 REAR YARDS ON INTERIOR STREETS: 4.6.5 SIDE YARDS ON LOTS: THE REQUIREMENTS OF SECTIONS 4.6.3, 4.6.4 & 4.6.5 ARE WAIVED AND REPLACED WITH THE BUILD —TO LINE STANDARDS ESTABLISHED IN THE CODE OF DEVELOPMENT. 4.7 OPEN SPACE: THE REQUIREMENTS OF SECTION 4.7 ARE WAIVED AND REPLACED WITH AMENITIES AND IMPORTANT FEATURES BY BLOCK THAT ARE ESTABLISHED IN THE CODE OF DEVELOPMENT. 4.11.1 COVERED PORCHES, BALCONIES, CHIMNEYS AND LIKE FEATURES: THE REQUIREMENTS OF SECTION 4.11.1 ARE WAIVED UNDER THE FOLLOWING CONDITIONS: 1.) THE DIRECTOR OF PLANNING AND COMMUNITY DEVELOPMENT MAY APPROVE VARIATIONS FROM THE REQUIREMENTS OF SECTION 4.11.1 USING THE CRITERIA SET FORTH IN SECTION 8.5.5.3(c), IF THE APPLICANT FOLLOWS THE PROCEDURES ESTABLISHED IN SECTION 8.5.5.3(b). 4.15.5(a) SIGNS AUTHORIZED BY SPECIAL USE PERMIT: THE REQUIREMENT OF SECTION 4.15.5(a) OF A SPECIAL USE PERMIT FOR OFF -SITE SIGNS IS WAIVED. OFF —SITE SIGNS WILL BE ALLOWED BY— RIGHT. 4 15 11 REGULATIONS APPLICABLE IN THE PUD DCD AND NMD ZONING DISTRICTS: 1.) THE REQUIREMENT OF SECTION 4.15.11 FOR SIGNS ARE WAIVED AND REPLACED WITH THE SIGN REGULATIONS IN SECTION 4.15.13 HIGHWAY COMMERCIAL (HC), PLANNED DEVELOPMENT SHOP SHOPPING CENTER (PDSC) AND PLANNED DEVELOPMENT MIXED COMMERCIAL (PDMC). 2.) THE REQUIREMENT OF SECTION 4.15.11 FOR A MAXIMUM HEIGHT OF WALL SIGNAGIE OF 30 FEET HAS BEEN CONDITIONALLY REPLACED WITH A MAXIMUM SIGNAGE HEIGHT OF 58 FEET. THE CONDITION IS THAT ANY SIGN OVER 30 FEET SHALL BE SUBJECT TO ARB APPROVAL. 4.16 RECREATION REGULATIONS: THE REQUIREMENTS OF SECTION 4.16 ARE MODIFIED AND REPLACED WITH THE AMENITIES AND IMPORTANT FEATURES BY BLOCK THAT ARE ESTABLISHED IN THE CODE OF DEVELOPMENT. 5.1.16 (a &e) SWIMMING, GOLF & TENNIS CLUBS: THE REQUIREMENTS OF SECTION 5.1.16 (a &e) ARE WAIVED AND REPLACED WITH THE AMENITIES AND IMPORTANT FEATURES BY BLOCK THAT ARE ESTABLISHED IN THE CODE OF DEVELOPMENT. 5.1.21 DWELLING IN COMMERCIAL AND INDUSTRIAL DISTRICTS: THE REQUIREMENTS OF SECTION 5.1.21 ARE WAIVED. 5.1.24 SUBORDINATE RETAIL SALES: THE REQUIREMENTS OF SECTION 5.1.24 ARE WAIVED AND REPLACED WITH THE USES AND STANDARDS ESTABLISHED IN THE CODE OF DEVELOPMENT. a 32.4.1 PRELIMINARY CONFERENCE WITH STAFF: THE REQUIREMENTS OF SECTION 32.4.1 ARE WAIVED. 'd 32.7.2.8 SIDEWALKS: THE REQUIREMENTS OF SECTION 32.7.2.8 ARE WAIVED AND REPLACED WITH THE USES AND STANDARDS ESTABLISHED IN THE CODE OF DEVELOPMENT. cs r I ZONING DETERMINATION BY THE COUNTY OF ALBEMARLE ON DECEMBER 29, 2010 N DETERMINATIONS ON THE APPLICATION OF THE ZONING ORDINANCE CHAPTER 18: UNDER THE AUTHORITY GRANTED THE ZONING ADMINISTRATOR THE FOLLOWING SUBSTITUTIONS HAVE BEEN ACCEPTED: 0 4.12.6 REQUIREMENT FOR MINIMUM NUMBER OF PARKING SPACES: IT HAS BEEN DETERMINED THAT THE THEATER PARKING MAY BE CALCULATED AS PART OF THE SHOPPING CENTER PARKING CALCULATION INSTEAD OF USING THE SEPARATE THEATER PARKING REQUIREMENTS SPECIFIED IN SECTION 4.12.6. THIS DETERMINATION IS BASED ON THE CURRENT LOCATION OF THE CINEMA WITHIN THE MIXED USE TOWN CENTER AREA. 3 IG GIJ 0 N v r a N NO. SHEET REVISION BY DATE N0. To. Gerald Gatob FROMt Wayne ilirrs( DATE May 16, 201' 1 RE Albemarle Isla -evio sly not, ldjacent to Rt than the from nevi usly not a r- a. : y SHEET REVISION rrtx .7 M. na lave ;Ie aslsilale �" site s. CODE OF DEVELOPMENT August 13, 2010 A AS AMENDED WITH ZMA Williams Mullen - Valerie Long WAS APPROVED BY THE 321 E hairs Street Suite 400 SUPERVISORS ON AUGUST Charlottesville, VA 22902 RE: ZMA200800003 Albemarle Place 9 TAX MAPIPARCEL. Q 11(dl - 03.00- 019AQ, 061WO- 03.00.0 Bit, 081tit o.03 -t1 -02300, 061WG- DRAWN BY: KTM ALBEMARLE COUNTY, VIRGINIA Dear Ms. Long: The Beard of Supervisors approved the above referenced rezoning application on August 4, 2010 subject die 'plan to vary to the attached proffers dated July 23, 2010 and the amended Table of Perrnitted/Prohiblted Uses by onc�ae d Model Block (Appendix A to the Albemarle Place Code of Development), dated July 8,, 2010. Please: refer to , these documents for any future applications and requests on this property. enerel''accord ng Is at) analysis The Board of Supervisors also approved the three modifications of the requirements of Section 4,15, Sign ae approved Regulations In the Albemarle County Zoning Ordinance'as follows: 111). features` WWA NUMBER: ia noted. 1. Use of Section 4,15.13 Highway Commercial (HC), Planned Development Shopping Center SCALE: (PD SC) and Planned Development Mixed Commercial (PDMC) sign regulations rather than those Fw d to 5/25/06 required by Section 4. 15,11 Neighborhood Model D1stnct, CIVIL 2. offsite signs by- right rather than by special use permit as otherwise required per Section 4.15.5 ' 815111 (a) (1); location along 3, An Increase in the maximum height of wall signage from 30 feet (per Section 4,15.11) to 68 feet, bas tovinhouses subject to the following condition - Wall signs maybe allowed up to 56 feet In Height; however, any sign over 30 feet shall be subject to the approval of the ARB or the Design Planner, as to a" this ed a of placement and tllurnination. It is possible that a proposed wall sign over 30 feet may not be Isar, Ica the bade atlowed to be IflumIn ted at the proposed height or that It mar have to he reduced In height to ttW that the provide a more appropriate placement on the building, *stitute for tiara of the ARB, -Please be advised,that although the Albemarle County Board of Supervisors took action can the project noted above, no uses on the property as approved above may lawfully begin until all applicable approvals have been received and conditions have been met. This includes: compliance with applicable PROFFERS; • compliance with requirements of the CODE OF DEVELOPMENT; out arse p I Irolect, • approval of and compliance with a SITE PLAN; and ent, It was not a • approval of a ZONING COMPLIANCE CLEARANCE. >lstent.,' .d (that is that it -id/or scre, ned not any closer o the satisfaction rrtx .7 M. na lave ;Ie aslsilale �" site s. CODE OF DEVELOPMENT APPENDIX A AS AMENDED WITH ZMA #2008 -003 WHICH WAS APPROVED BY THE BOARD OF SUPERVISORS ON AUGUST 4, 2010. BY I DATE DESIGNED BY: PROJECT: SET REV. NO. Joe STONEFIELD TOWN CENTER - FINAL SITE PLAN AMENDMENT 9 DRAWN BY: KTM ALBEMARLE COUNTY, VIRGINIA DRAWING NUM13FR: TITLE: VARIATIONS AND ZMA AMENDMENTS C -2A DIHR BY: HFW SHEET NUMBER: WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 208026.45 802645C —C -02A Amend.dwg CIVIL H: AS SHOWN V: N/A 815111 3 of 52 -INS TO THE EXISTING SYSTEM ACCORDANCE WIT T EPT STANDARDS EXCAVATION. USE FILTERS ON DEWATERING DEVICES TO PREVENT REMOVAL OF FINES FROM EX LINETYPE LEGEND DESCRIPTION PR. LINETYPE LEGEND ACCESS EASEMENT LINE -- - - - ADJACENT BOUNDARY LINE - - BOUNDARY LINE > CENTERLINE OF DITCH CONCRETE CONIC. CURB & GUTTER - - - CENTERLINE OF ROAD - - . CENTERLINE OF STREAM /RIVER DEMOLISH OR ABANDON Al DIRT ROAD EASEMENT X FENCE GAS GAS GASLINE °- GUARD RAIL 400 MAJOR CONTOUR 400 -- -- - MINOR CONTOUR ONE UHE - OVERHEAD ELECTRIC LINE - - 0 H U (') H U OVERHEAD UTILITY LINE RIP -RAP SEL,l S F M SANITARY FORCEMAIN SFM SFM SAN SAN SANITARY SEWER LINE SAN SAN «�.. mss E .E.. £_ STORM DRAINAGE PIPE TREELINE UGE UGE UNDERGROUND ELEC. U G T - UGT UNDERGROUND TEL. COMM. UGU UGU UNDERGROUND UTILITY W W - WATERLINE W W LIMITS OF CONSTRUCTION -- r-- - - - PRIVATE WATERLINE WP SANITARY LATERAL SRL GLA � LOADING REQl11REMENTS �� RETAIL A 50,224 B 33,836 C 57,701 D 0 SITE PLAN TOTAL 141,761 8,000 ! 133,761 �..._ ..... 1 20,000 6 688044 ................... REQUIRED LOADING SPACES +I 7.688044 PROVIDED LOADING SPACES ' 11 THIS SUBMISSION PREVIOUS SUBMISSIONS SUBMISSIONS TO DATE USE IN BLOCK (GLA OR UNITS) RETAIL [NON RETAIL;RESIDENTIAL R' ETAIL NON RETAILRESIDENTIAL RETAIL [NON RETAIL?RESIDENTIAL A 50,224' 14,000= 0 0 0 0 50,224; 14,000; 0 B 33,836; 6,500; 0 01 OF 0 33,836 =, 6,500; 0 C 57,701 ' 43,275' 0 01 68,3204 0 57,701 111,59&e 0 D 0 90, 000 ; 0 01 0 0 0 90,000 0 BLOCK GROUP 1 TOTAL 141,761 153,775 0 0 68,320 0 141,761, 222,095 0 E 0` 01 0 0' 0 250 Oi' 0 250 SITE (PLAN TOTAL 141,761; 153,775'; 0 0 68,320; 250,141,761! 222,095, 250 H STA E HEALTH D SOIL. PROVIDE EROSION CONTROL AT OUTLET OR PIPING TO PREVENT EROSION. OPERATE SHALL BE MADE WITHOUT COORDINATION WITH AND THE PRESENCE OF RWSA STAFF. NO WORK DEWATERING SYSTEM CONTINUOUSLY UNTIL CONSTRUCTION WORK BELOW EXISTING WATER ABBREVIATIONS SHALL BE CONDUCTED ON RWSA FACILITIES ON WEEKENDS OR HOLIDAYS WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. COORDINATION NOTES LEVELS IS COMPLETE. 6. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE -INS AFF ABOVE FINISHED FLOOR EQPT EQUIPMENT RCP REINFORCED CONCRETE PIPE TO THE EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE - TESTED BEFORE A 1. THE CONTRACTOR SHALL OBTAIN THE FOLLOWING PERMITS REQUIRED FOR 13. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING AHD AHEAD ESMT EASEMENT REQ'D REQUIRED CONNECTION 1S MADE TO THE SYSTEM. CONSTRUCTION OF THESE PLANS: ALBEMARLE COUNTY LAND DISTURBANCE CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA 7. THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS IS FROM DATA AVAILABLE AT PERMITS, VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) GENERAL PERMIT, DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY ARV AIR RELEASE VALVE EX OR EXIST EXISTING RT RIGHT THE TIME OF DESIGN AND IS NOT NECESSARILY COMPLETE OR ACCURATE. THE CONTRACTOR AND ALBEMARLE COUNTY BUSINESS LICENSE. CONTRACTOR SHALL OBTAIN VDOT REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE BC BACK OF CURB FF FINISHED FLOOR RTE. ROUTE SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION, SIZE AND DEPTH OF ALL LAND -USE PERMITS FOR THE PROJECT. CONTRACTOR SHALL PROVIDE ALL REQUIREMENTS OF THE PERMIT SHALL GOVERN. BF BLIND FLANGE FC FACE OF CURB R/W RIGHT OF WAY INCLUDING EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY NECESSARY FORMS AND FEES FOR OBTAINING THE PERMITS, BLDG BUILDING GALV GALVANIZED SAN SANITARY SEWER NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. APPLICATION FEES AND REQUIRED BONDING COSTS. 14. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO THE CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES FROM 2. ANY TIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. BM BEINCH MARK HC HANDICAP SBC SOUTH BOUND LANE DAMAGE AT ALL TIMES, WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID BK BACK HDPE HIGH DENSITY POLYETHYLENE SD STORM DRAIN UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO FOLLOW 15. ALL PIPES SHOWN AS HDPE ON PLANS SHALL CONFORM TO AASHTO M294 (TYPE S) SMOOTH BW BOTTOM OF WALL HK HOOK SHC SEWER HOUSE CONNECTION ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED WALL INTERIOR PIPE, MATERIAL AND INSTALLATION SHALL BE IN ACCORDANCE WITH VDOT ROAD C C CENTER TO CENTER INV INVERT SQ SQUARE ADDITIONAL COST TO THE OWNER. 1N THE RECORDED EASEMENT. / 8. EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT AMID BRIDGE STANDARDS AND ROAD AND BRIDGE SPECIFICATIONS. C &G CURB & GUTTER IPS IRON PIN SET S.S. STAINLESS STEEL LETTERS OF THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. NO GRADING .SHALL BE PERMITTED IN THE 3. CIP CAST IRON PIPE IPF IRON PIN FOUND STA STATION RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. PERMISSION, ETC. ARE RECORDED /OBTAINED PRIOR TO THE START OF ANY 16. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE JB JUNCTION BOX 9. NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN CONSTRUCTION. APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, CENTER LINE STD STANDARD o, GRADING OR OTHER CONSTRUCTION 4. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISTING UTILITIES > LF LINEAR FEET STL STEEL PERMISSION AND RWSA APPROVAL OF THE BLASTING PLAN. GROUND MONITORING [DURING . C. L. CHAIN LINK BLASTING AND A PRE -BLAST SURVEY MAY BE REQUIRED. FOR BLASTING WITHIN 100 FEET OF IN CONFLICT WITH PROPOSED WORK HAS BEEN COMPLETED, INCLUDING UTILITY CMP CORRUGATED METAL PIPE LT LEFT SW SIDEWALK ANY OPERATIVE RWSA SEWERLINES, BYPASS PUMPING AND /OR PRE- AND POST -CCTV MAY BE 17, ALIL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE CO CLEAN OUT MH MANHOLE SWM STORM WATER MANAGEMENT REQUIRED. RWSA MAY ALSO REQUIRE CERTIFICATION FROM A LICENSED PROFESSIONAL ENGINEER 5. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, NBC NORTH BOUND LANE o REQUIRED BY ALBEMARLE COUNTY CODE. LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. CONIC CONCRETE TBA TO BE ABANDONED STATING THAT THE PROPOSED BLASTING WILL NOT DAMAGE ANY RWSA FACILITIES. DAMAGE TO NIC NOT IN CONTRACT ANY UTILITIES DUE TO BLASTING SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL 6. CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS AS CID CONTROL POINT TBR TO BE REMOVED CONDITION AT NO ADDITIONAL COST TO THE OWNER. SPECIFIED BY THE CORPS OF ENGINEERS AND /OR VA DEPARTMENT OF 18. ALIL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE "MANUAL FOR UNIFORM TRAFFIC CY CUBIC YARDS NTS NOT TO SCALE TC TOP OF CURB 10. THE CONTRACTOR SHALL OBSERVE MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS. ENVIRONMENTAL QUALITY. CONTROL DEVICES ". DEMO DEMOLISH OBJ OBJECT TW TOP OF WALL c 7. VIRGINIA STORMWATER MANAGEMENT PROGRAM VSMP GENERAL PERMIT: PREPARE O.C. ON CENTER oa WHEN A CROSSING IS MADE UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT (VSMP) DIA DIAIMETER TYP TYPICAL SHALL BE PROVIDED FOR THE EXISTING PIPE. THE AREA OF THE CROSSING SHALL BE STORMWATER POLLUTION PREVENTION PLAN, SECURE VSMP PHASE I LAND 19. ALIL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS PE POLYETHYLENE DIP DUCTILE IRON PIPE UG UNDERGROUND BACKFILLED WITH COMPACTED 57 STONE TO THE SPRINGLINE OF THE EXISTING PIPE. CLEARING GENERAL PERMIT AND PAY PERMIT APPLICATION FEE TO DEPARTMENT FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). DIST DISTANCE PROP PROPOSED UON UNLESS OTHERWISE NOTED a 11. NEW WATER MAIN INSTALLATIONS SHALL BE PRESSURE TESTED, CHLORINATED, FLUSHED AND HAVE OF CONSERVATION AND RECREATION (DCR). CONTACT DCR - RICHMOND FOR PS PLANTED STONE FOUND WATER SAMPLES APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC ADDITIONAL INFORMATION. TELEPHONE NUMBER: (804) 786 -1712, 20. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL DWG DRAWING Ps WATER LINE WATER SYSTEM. APPROVED METHODS OF FILLING AND FLUSHING NEW WATER MAINS WILL BE EMAIL ADDRESS: SWMESQUESTIONS @DCR.VIRGINIA.GOV DIMENSIONS AND CONDITIONS AFFECTING HIS WORK INCLUDING EXISTING TOPOGRAPHY. IF EC EDGE OF CONCRETE PVC POLYVINYL CHLORIDE WM WATER METER a REQUIRED TO PREVENT ANY CONTAMINATION OF THE PUBLIC WATER SYSTEM. THERE ARE ANY DISCREPANCIES WITH WHAT IS SHOWN ON THE CONSTRUCTION DRAWINGS OR EL ELEVATION R RADIUS WT WATERTIGHT 12. ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW TOPOGRAPHIC SURVEY PLAN, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER IN ELEC ELECTRIC WWF WOVEN WIRE FABRIC FACILITIES INTO SERVICE. ORDER TO DETERMINE THE COURSE OF ACTION NECESSARY TO CORRECT FOR SUCH EP EDGE OF PAVEMENT YDS YARDS ,0 13. NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS DISCREPANCY. FAILING TO NOTIFY THE OWNER AND SECURING SUCH INSTRUCTION, THE INCLUDES BUILDING OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE CONTRACTOR WILL BE CONSIDERED TO HAVE PROCEEDED AT THEIR OWN RISK AND EXPENSE. NOTE: 1. THE SIZE OF SYMBOLS MAY VARY FROM THOSE SHOWN. STRUCTURES, ETC. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. 14. TREES ARE NOT PERMITTED IN THE RWSA EASEMENT. 0 3 ADDED NOTE 8 70 MISCELLANEOUS NOTES. JDB 10/28/11 DESICNEJDB PROJECT: STONEFI ELD C). 5 REVISED GLA CHARTS DAT 12/01 j11 0 9 UPDATED TMP INFORMATION RU 3/23/12 ' F = =tt ENGINEERS TOWN CENTER - FINAL SITE PLAN AMENDMENT SuR.vEYOxs ALBEMARLE COUNTY, VIRGINIA DRAWN Y: II E KTM o PLANNERS TITLE: DIHR BY: GENERAL NOTES AND LEGEND w AsSOCIATES HFW PO Box A 2 3040 Anewill e Square PL Lynchburg, VA 24502 charloneswille,vnz291t WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: NO. Phone: 434.316.6080 Phone: 4134.984.2700 2�s1726.45 9 CIVIL H: AS SHOWN 815111 SHEET REVISION BY DATE NO. SHEET REVISION BY DATE wWW.Ww&SSoC;ates.net 802645C_C -03 Amend.dw V: NIA SET REV. NO. 9 DRAWING NUMBER: C -3 SHEET NUMBER: 4 of 52 ST T AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE GENERAL WATER THE 1 1 W PLANS. S SWALES, AND OTHER DRAINAGE FEATURES AND EQUIPMENT AS REQUIRED TO MAINTAIN DRY ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998, EXCEPT AS MODIFIED BELOW OR B BE INSTALLED UNDER EXISTING PIPING OR CLOSE TO OTHER FACILITIES. S ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES: MISCELLANEOUS NOTES 12. W WATER AND SEWER UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH S SOIL SUPPORT FOR SUBSEQUENT CONSTRUCTION FEATURES DEVELOP, REMOVE UNSUITABLE GENERAL CONSTRUCTION NOTES FOR SITE PLANS 2. RWSA SHALL APPROVE ALL CONSTRUCTION M 1. THE PROPERTY DESCRIBED HEREON LIES WITHIN FLOOD ZONE "X ", AREAS OUTSIDE OF THE 0,2% EX SYMBOL LEGEND PR. SYMBOL LEGEND PRECONSTRUCTION CONFERENCE SHALL BE H HELD WITH RWSA PRIOR TO THE START' OF ANY A AUTHORITY WATER AND SEWER CONSTRUCTION SPECIFICATIONS EXCEPT AS C COST TO THE OWNER. ANNUAL CHANCE FLOODPLAIN, AS DETERMINED BY THE UNITED STATES FEDERAL EMERGENCY WORK. S SPECIFIED IN GENERAL NOTE 13. 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, 3. THE CONTRACTOR SHALL BE RESPONSIBLE F FOR NOTIFYING MISS UTILITY (1-800-552-7001). 1 MANAGEMENT AGENCY, AND AS SHOWN ON THE FLOOD INSURANCE RATE MAP (FIRM), COMMUNITY ALL PRIVATE WATERLINES SHALL BE PVC SCHEDULE 40. 1 BENCHMARK 4. RWSA ENGINEER (VICTORIA FORT AT (434) 9 977 -2970 EXT. 205) SHALL BE NOTIFIED THREE 1 INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED A 10 FOOT HORIZONTAL' SEPARATION SHALL BE MAINTAINED UNLESS OTHERWISE S SOIL, AND HYDROLOGICAL DATA. REMOVE WATER BY BENCHING, SUMP PUMPING, DEEP WELL 510006, PANEL NUMBER 0278 -D WITH AN EFFECTIVE DATE OF FEBRUARY 4, 2005. BUSINESS DAYS PRIOR TO THE START OF C CONSTRUCTION. S SPECIFIED BETWEEN ALL WATER LINES AND SANITARY SEWER LINES IN P PUMPING, OR OTHER METHODS TO PREVENT SOFTENING OF SURFACES EXPOSED BY FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN ACSA GENERAL WATER & SEWER CONDITIONS BUSH MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY 2. THIS PROPERTY IS SERVED BY PUBLIC WATER AND SEWER THROUGH THE ALBEMARLE COUNTY SERVICE ELECTRIC BOX DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY AUTHORITY. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE FU FIBER OPTIC LINE MARKER Y FIRE DEPARTMENT CONNECTION SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE 3. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE FDC 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE START OF THE WORK. AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION. (E) FILL CAP WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE ,. J FIRE HYDRANT FIRE HYDRANT ANY CLEARING, GRADING OR OTHER CONSTRUCTION. PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS,' AND 4. THIS PLAN ENCOMPASSES THE FOLLOWING PROPERTIES TMP 61W-3-23, TMP 61W-3-24, TMP 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR 61W -3 -25, TMP 61W- 3 -19A, TMP 61W- 3 -19B, TMP 61W -3 -19. (A SUBDIVISION PLAT HAS BEEN FLAG POLE 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND RECODRED, D.B. 4135, PG. 249. NEW TAX MAP PARCEL NUMBERS HAVE NOT BEEN ASSIGNED.) REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. STRUCTURES AS NECESSARY. �xI GAS VALVE 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT 5. ALL PARCELS ARE ZONED NMD. GRATE INLET Fffl_� GRATE INLET THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION ORDER TO STABILIZE A DRAINAGE CHANNEL. SPECIFICATIONS, AS ADOPTED BY THE ACSA. '! 6. HORIZONTAL DATUM: NAD -83 [S GUY POLE 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE MANUAL FOR UNIFORM 4• DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. VERTICAL DATUM: NAVD 88 TRAFFIC CONTROL DEVICES AND VIRGINIA SUPPLEMENT. 5. THE CONTRATOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY - GUY WIRE 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE (1 -800- 552 - 7001). 7. EXISTING TOPOGRAPHY FOR THIS SITE IS BASED ON AERIAL SURVEY BY AIR SURVEY, CORP, STERLING, HANDICAP PARKING HANDICAP PARKING PIPE - CLASS Ill. 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) VIRGINIA, 1/28/96. THE STANDARD DEGREE OF ACCURACY ASSOCIATED WITH THIS TOPOGRAPHIC 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA FEET OF COVER MEASURED FROM THE TOP OF THE PIPE OVER THE SURVEY IS PLUS OR MINUS 1 VERTICAL FOOT. THE CONTRACTOR SHALL PROVIDE THE ROUGH GRADES HVAC STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, DELINEATED ON THESE PLANS, WITH STATED EXISTING GRADE DEGREE OF ACCURACY, AT NO `V, LEFT TURN h LEFT TURN GENERAL CONSTRUCTION NOTES FOR STREETS SERVICE LATERALS, WATER LINES, ETC. ADDITIONAL COST TO THE OWNER, � 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE r i LIGHT POLE 1. ALL MATERIALS AND CONSTRUCTION MUST BE TESTED AND DOCUMENTED ACCORDING OF ROADSIDE DITCHES. 8. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. TO VDOT STANDARDS AND SPECIFICATIONS. 8. VALVES ON DEAD -END LINES SHALL BE RODDED TO PROVIDE ADEQUATE MAlL80X 2. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. CONTRACTOR SHALL PROVIDE 4" UNDERDRAINS FOR ALL TREE WELLS AND DAYLIGHT TO THE NEAREST MANHOLE O SANITARY SEWER MANHOLE RIGHT -OF -WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY VDOT. ALL DRAINAGE STORM SEWER. CONTRACTOR TO ENSURE POSITIVE DRAINAGE. OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL ® DRAINAGE MANHOLE WATERCOURSE. 10. BUILDINGS THAT ARE TO CONTAIN RESTAURANTS SHALL BE OUTFITTED WITH GREASE TRAPS. MONITORING WELL 3. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD DETERMINED AT THE TIME OF CONSTRUCTION. 11. ROOF DRAINAGE PIPES ALONG FOUNDATION OF BUILDINGS ARE TYPICAL AND SHALL BE COORDINATED (Q PEDESTRIAN LIGHT ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE WW ASSOCIATES GENERAL NOTES: WITH THE FINAL BUILDING DESIGN BY OTHERS. OPINION OF VDOT (FOR PUBLIC ROADS) OR THE COUNTY ENGINEER (FOR PRIVATE STREET LIGHT ROADS), OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT GENERAL UTILITY NOTES GENERAL NOTES POST INDICATOR VALVE SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE 1. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO 1. CONTACT MISS UTILITY AT 1- 800 - 552 -7001 48 HOURS PRIOR TO ANY GRADING PRECLUDE THE PONDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO THE RIGHT TURN RIGHT TURN SEVEN (7) FEET. OR DIGGING TO HAVE UNDERGROUND UTILITIES MARKED. THE CONTRACTOR SHALL BUILDINGS OR STORM INLETS. T SIGN SIGN 4. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE ENTRANCES SHALL CONFORM TO VDOT CG -9 (A, B, OR C). AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION., 2• ALL STREETS OUTSIDE PUBLIC RIGHTS -OF -WAY ARE TO BE PRIVATELY OWNED AND MAINTAINED. 0 STORM INLET ® STORM INLET L� 5. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY 2. ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN TAKEN FROM ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO DIG TEST PITS IN 3. CONTRACTOR IS TO VERIFY THAT ALL UTILITIES I.E., WATER, SEWER GAS, ELECTRIC, TELEPHONE, [1] TELEPHONE BOX 6. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH ADVANCE OF TRENCHING IN ORDER TO DETERMINE THE EXACT LOCATION AND CABLE ETC ARE IN PLACE PRIOR TO CONSTRUCTION OF SUBBASE AND/OR PAVING. / TV TELEVISION BOX SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRIICTLY ELEVATION AT CROSSINGS. IF A CONFLICT IS, DISCOVERED, NOTIFY WW ADHERED T0. ASSOCIATES AT (434) 984 -2700. PRIOR. TO BEGINNING INSTALLATION OF 4. PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC, TELEPHONE, CABLE AND GAS WHICH TRAFFIC CONTROL BOX 7. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT UTILITIES, CONTRACTOR SHALL VERIFY INVERTS AT ALL CONNECTIONS WITH SERVE THIS FACILITY SHALL BE LOCATED WITH A MINIMUM 5 FOOT SEPARATION FROM PUBLIC TRAFFIC SIGNAL POLE VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING EXISTING UTILITIES PRIOR TO PURCHASING OR ORDERING ANY PRECAST WATER MAINS AND SANITARY SEWER. ` AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. STRUCTURES. (D TREE (D TREE ` 8. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE MANUAL FOR 3. ALL HYDRANT LOCATIONS TO BE APPROVED BY THE ALBEMARLE COUNTY FIRE 5. CROSS SLOPE FOR ALL SIDEWALKS SHALL BE 2 %. UNIFORM TRAFFIC CONTROL DEVICES AND VIRGINIA SUPPLEMENT AND THE ALBEMARLE MARSHAL PRIOR TO FINAL APPROVAL BY THE COUNTY AND ARE TO BE INSTALLED rl_7� UTILITY GUY POLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. ACCORDING TO COUNTY .STANDARDS. 6. CUT AND PATCH WORK IN EXISTING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE -e- UTILITY POtE ( KNA ) 9. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED 4. ALL BLASTING REQUIREMENTS TO INSTALL UTILITIES SHALL REQUIRE A PERMIT WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, AND SHALL BE PERFORMED IN ACCORDANCE WITH THE ALBEMARLE COUNTY -C, UTILITY POLE (WWA) THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. STANDARDS AND THE PROJECT SPECIFICATIONS. 7. ALL PIPS SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PIPE CONFORMING 10. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE 5. ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT TO ASTM C -76, UNLESS INDICATED OTHERWISE ON PLANS. - WATER HYDRANT DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. SPECIFICATIONS SECTION 302 AND SECTION 232 AND AS SPECIFIED ON THE WATER METER F:p WATER METER 11. VDOT STANDARD CD -1 OR CD -2 CROSS - DRAINS ARE TO BE INSTALLED UNDER THE DRAWINGS. 8. ALL CONSTRUCTION SHALL COMPLY WITH OSHA SAFETY STANDARD FOR EXCAVATION 1926 PART SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS 6. THE CONTRACTOR IS REQUIRED TO PERFORM ALL TESTS REQUIRED BY THE P AND OTHER APPLICABLE OSHA REQUIREMENTS. [;;1 WATER VALVE X WATER VALVE 12. SHOWN ON THE ROAD PROFILES. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS COUNTY, ALBEMARLE COUNTY SERVICE AUTHORITY, AND RIVANNA WATER AND 9. THESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN SHALL BE IN wv WATER VAULT THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO SEWER AUTHORITY TO SECURE ACCEPTANCE OF ALL UTILITIES. 7. ALL CONCRETE USED IN UTILITY CONSTRUCTION SHALL BE 4000 PSI CONCRETE ACCORDANCE WITH THE CURRENT APPROVED ALBEMARLE COUNTY SERVICE AUTHORITY'S HYDRANT Alh YARD INLET IQV INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA IN ACCORDANCE WITH VDOT SPECIFICATION SECTION 217. GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ANY AMENDMENTS THEREOF AND INSPECTION PROCEDURE. 8. NO PLANTINGS OR ERECTION OF OTHER OBSTRUCTIONS SHALL BE MADE WITHIN THE STANDARDS AND SPECIFICATIONS OF VDOT. YARD INLET A DOOR RIVANNA WATER & SEWER AUTHORITY (RWSAi FOUR FEET OF ANY FIRE HYDRANT. GENERAL WATER & SANITARY SEWER NOTES 9. ALL HYDRANT BRANCHES SHALL HAVE A MINIMUM COVER OF 3.0'. 10. SAFETY SLABS ARE REQUIRED IN ALL STRUCTURES GREATER THAN 12' IN HEIGHT. CO FEBRUARY 2011 10. ALL UTILITIES TO BE PLACED UNDER EXISTING COUNTY STREETS MUST BE BORED O CLEAN OUT OR JACKED UNLESS SPECIFICALLY APPROVED OTHERWISE OR NOTED ON THE 11. SURFACE DRAINAGE: COMPLETELY DRAIN CONSTRUCTION SITE DURING PERIODS OF 1 ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST• VERSION OF CONSTRUCTION TO KEEP SOIL MATERIALS SUFFICIENTLY DRY. PROVIDE TEMPORARY DITCHES -INS TO THE EXISTING SYSTEM ACCORDANCE WIT T EPT STANDARDS EXCAVATION. USE FILTERS ON DEWATERING DEVICES TO PREVENT REMOVAL OF FINES FROM EX LINETYPE LEGEND DESCRIPTION PR. LINETYPE LEGEND ACCESS EASEMENT LINE -- - - - ADJACENT BOUNDARY LINE - - BOUNDARY LINE > CENTERLINE OF DITCH CONCRETE CONIC. CURB & GUTTER - - - CENTERLINE OF ROAD - - . CENTERLINE OF STREAM /RIVER DEMOLISH OR ABANDON Al DIRT ROAD EASEMENT X FENCE GAS GAS GASLINE °- GUARD RAIL 400 MAJOR CONTOUR 400 -- -- - MINOR CONTOUR ONE UHE - OVERHEAD ELECTRIC LINE - - 0 H U (') H U OVERHEAD UTILITY LINE RIP -RAP SEL,l S F M SANITARY FORCEMAIN SFM SFM SAN SAN SANITARY SEWER LINE SAN SAN «�.. mss E .E.. £_ STORM DRAINAGE PIPE TREELINE UGE UGE UNDERGROUND ELEC. U G T - UGT UNDERGROUND TEL. COMM. UGU UGU UNDERGROUND UTILITY W W - WATERLINE W W LIMITS OF CONSTRUCTION -- r-- - - - PRIVATE WATERLINE WP SANITARY LATERAL SRL GLA � LOADING REQl11REMENTS �� RETAIL A 50,224 B 33,836 C 57,701 D 0 SITE PLAN TOTAL 141,761 8,000 ! 133,761 �..._ ..... 1 20,000 6 688044 ................... REQUIRED LOADING SPACES +I 7.688044 PROVIDED LOADING SPACES ' 11 THIS SUBMISSION PREVIOUS SUBMISSIONS SUBMISSIONS TO DATE USE IN BLOCK (GLA OR UNITS) RETAIL [NON RETAIL;RESIDENTIAL R' ETAIL NON RETAILRESIDENTIAL RETAIL [NON RETAIL?RESIDENTIAL A 50,224' 14,000= 0 0 0 0 50,224; 14,000; 0 B 33,836; 6,500; 0 01 OF 0 33,836 =, 6,500; 0 C 57,701 ' 43,275' 0 01 68,3204 0 57,701 111,59&e 0 D 0 90, 000 ; 0 01 0 0 0 90,000 0 BLOCK GROUP 1 TOTAL 141,761 153,775 0 0 68,320 0 141,761, 222,095 0 E 0` 01 0 0' 0 250 Oi' 0 250 SITE (PLAN TOTAL 141,761; 153,775'; 0 0 68,320; 250,141,761! 222,095, 250 H STA E HEALTH D SOIL. PROVIDE EROSION CONTROL AT OUTLET OR PIPING TO PREVENT EROSION. OPERATE SHALL BE MADE WITHOUT COORDINATION WITH AND THE PRESENCE OF RWSA STAFF. NO WORK DEWATERING SYSTEM CONTINUOUSLY UNTIL CONSTRUCTION WORK BELOW EXISTING WATER ABBREVIATIONS SHALL BE CONDUCTED ON RWSA FACILITIES ON WEEKENDS OR HOLIDAYS WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. COORDINATION NOTES LEVELS IS COMPLETE. 6. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE -INS AFF ABOVE FINISHED FLOOR EQPT EQUIPMENT RCP REINFORCED CONCRETE PIPE TO THE EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE - TESTED BEFORE A 1. THE CONTRACTOR SHALL OBTAIN THE FOLLOWING PERMITS REQUIRED FOR 13. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING AHD AHEAD ESMT EASEMENT REQ'D REQUIRED CONNECTION 1S MADE TO THE SYSTEM. CONSTRUCTION OF THESE PLANS: ALBEMARLE COUNTY LAND DISTURBANCE CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA 7. THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS IS FROM DATA AVAILABLE AT PERMITS, VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) GENERAL PERMIT, DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY ARV AIR RELEASE VALVE EX OR EXIST EXISTING RT RIGHT THE TIME OF DESIGN AND IS NOT NECESSARILY COMPLETE OR ACCURATE. THE CONTRACTOR AND ALBEMARLE COUNTY BUSINESS LICENSE. CONTRACTOR SHALL OBTAIN VDOT REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE BC BACK OF CURB FF FINISHED FLOOR RTE. ROUTE SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION, SIZE AND DEPTH OF ALL LAND -USE PERMITS FOR THE PROJECT. CONTRACTOR SHALL PROVIDE ALL REQUIREMENTS OF THE PERMIT SHALL GOVERN. BF BLIND FLANGE FC FACE OF CURB R/W RIGHT OF WAY INCLUDING EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY NECESSARY FORMS AND FEES FOR OBTAINING THE PERMITS, BLDG BUILDING GALV GALVANIZED SAN SANITARY SEWER NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. APPLICATION FEES AND REQUIRED BONDING COSTS. 14. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO THE CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES FROM 2. ANY TIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. BM BEINCH MARK HC HANDICAP SBC SOUTH BOUND LANE DAMAGE AT ALL TIMES, WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID BK BACK HDPE HIGH DENSITY POLYETHYLENE SD STORM DRAIN UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO FOLLOW 15. ALL PIPES SHOWN AS HDPE ON PLANS SHALL CONFORM TO AASHTO M294 (TYPE S) SMOOTH BW BOTTOM OF WALL HK HOOK SHC SEWER HOUSE CONNECTION ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED WALL INTERIOR PIPE, MATERIAL AND INSTALLATION SHALL BE IN ACCORDANCE WITH VDOT ROAD C C CENTER TO CENTER INV INVERT SQ SQUARE ADDITIONAL COST TO THE OWNER. 1N THE RECORDED EASEMENT. / 8. EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT AMID BRIDGE STANDARDS AND ROAD AND BRIDGE SPECIFICATIONS. C &G CURB & GUTTER IPS IRON PIN SET S.S. STAINLESS STEEL LETTERS OF THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. NO GRADING .SHALL BE PERMITTED IN THE 3. CIP CAST IRON PIPE IPF IRON PIN FOUND STA STATION RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. PERMISSION, ETC. ARE RECORDED /OBTAINED PRIOR TO THE START OF ANY 16. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE JB JUNCTION BOX 9. NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN CONSTRUCTION. APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, CENTER LINE STD STANDARD o, GRADING OR OTHER CONSTRUCTION 4. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISTING UTILITIES > LF LINEAR FEET STL STEEL PERMISSION AND RWSA APPROVAL OF THE BLASTING PLAN. GROUND MONITORING [DURING . C. L. CHAIN LINK BLASTING AND A PRE -BLAST SURVEY MAY BE REQUIRED. FOR BLASTING WITHIN 100 FEET OF IN CONFLICT WITH PROPOSED WORK HAS BEEN COMPLETED, INCLUDING UTILITY CMP CORRUGATED METAL PIPE LT LEFT SW SIDEWALK ANY OPERATIVE RWSA SEWERLINES, BYPASS PUMPING AND /OR PRE- AND POST -CCTV MAY BE 17, ALIL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE CO CLEAN OUT MH MANHOLE SWM STORM WATER MANAGEMENT REQUIRED. RWSA MAY ALSO REQUIRE CERTIFICATION FROM A LICENSED PROFESSIONAL ENGINEER 5. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, NBC NORTH BOUND LANE o REQUIRED BY ALBEMARLE COUNTY CODE. LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. CONIC CONCRETE TBA TO BE ABANDONED STATING THAT THE PROPOSED BLASTING WILL NOT DAMAGE ANY RWSA FACILITIES. DAMAGE TO NIC NOT IN CONTRACT ANY UTILITIES DUE TO BLASTING SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL 6. CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS AS CID CONTROL POINT TBR TO BE REMOVED CONDITION AT NO ADDITIONAL COST TO THE OWNER. SPECIFIED BY THE CORPS OF ENGINEERS AND /OR VA DEPARTMENT OF 18. ALIL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE "MANUAL FOR UNIFORM TRAFFIC CY CUBIC YARDS NTS NOT TO SCALE TC TOP OF CURB 10. THE CONTRACTOR SHALL OBSERVE MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS. ENVIRONMENTAL QUALITY. CONTROL DEVICES ". DEMO DEMOLISH OBJ OBJECT TW TOP OF WALL c 7. VIRGINIA STORMWATER MANAGEMENT PROGRAM VSMP GENERAL PERMIT: PREPARE O.C. ON CENTER oa WHEN A CROSSING IS MADE UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT (VSMP) DIA DIAIMETER TYP TYPICAL SHALL BE PROVIDED FOR THE EXISTING PIPE. THE AREA OF THE CROSSING SHALL BE STORMWATER POLLUTION PREVENTION PLAN, SECURE VSMP PHASE I LAND 19. ALIL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS PE POLYETHYLENE DIP DUCTILE IRON PIPE UG UNDERGROUND BACKFILLED WITH COMPACTED 57 STONE TO THE SPRINGLINE OF THE EXISTING PIPE. CLEARING GENERAL PERMIT AND PAY PERMIT APPLICATION FEE TO DEPARTMENT FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). DIST DISTANCE PROP PROPOSED UON UNLESS OTHERWISE NOTED a 11. NEW WATER MAIN INSTALLATIONS SHALL BE PRESSURE TESTED, CHLORINATED, FLUSHED AND HAVE OF CONSERVATION AND RECREATION (DCR). CONTACT DCR - RICHMOND FOR PS PLANTED STONE FOUND WATER SAMPLES APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC ADDITIONAL INFORMATION. TELEPHONE NUMBER: (804) 786 -1712, 20. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL DWG DRAWING Ps WATER LINE WATER SYSTEM. APPROVED METHODS OF FILLING AND FLUSHING NEW WATER MAINS WILL BE EMAIL ADDRESS: SWMESQUESTIONS @DCR.VIRGINIA.GOV DIMENSIONS AND CONDITIONS AFFECTING HIS WORK INCLUDING EXISTING TOPOGRAPHY. IF EC EDGE OF CONCRETE PVC POLYVINYL CHLORIDE WM WATER METER a REQUIRED TO PREVENT ANY CONTAMINATION OF THE PUBLIC WATER SYSTEM. THERE ARE ANY DISCREPANCIES WITH WHAT IS SHOWN ON THE CONSTRUCTION DRAWINGS OR EL ELEVATION R RADIUS WT WATERTIGHT 12. ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW TOPOGRAPHIC SURVEY PLAN, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER IN ELEC ELECTRIC WWF WOVEN WIRE FABRIC FACILITIES INTO SERVICE. ORDER TO DETERMINE THE COURSE OF ACTION NECESSARY TO CORRECT FOR SUCH EP EDGE OF PAVEMENT YDS YARDS ,0 13. NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS DISCREPANCY. FAILING TO NOTIFY THE OWNER AND SECURING SUCH INSTRUCTION, THE INCLUDES BUILDING OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE CONTRACTOR WILL BE CONSIDERED TO HAVE PROCEEDED AT THEIR OWN RISK AND EXPENSE. NOTE: 1. THE SIZE OF SYMBOLS MAY VARY FROM THOSE SHOWN. STRUCTURES, ETC. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. 14. TREES ARE NOT PERMITTED IN THE RWSA EASEMENT. 0 3 ADDED NOTE 8 70 MISCELLANEOUS NOTES. JDB 10/28/11 DESICNEJDB PROJECT: STONEFI ELD C). 5 REVISED GLA CHARTS DAT 12/01 j11 0 9 UPDATED TMP INFORMATION RU 3/23/12 ' F = =tt ENGINEERS TOWN CENTER - FINAL SITE PLAN AMENDMENT SuR.vEYOxs ALBEMARLE COUNTY, VIRGINIA DRAWN Y: II E KTM o PLANNERS TITLE: DIHR BY: GENERAL NOTES AND LEGEND w AsSOCIATES HFW PO Box A 2 3040 Anewill e Square PL Lynchburg, VA 24502 charloneswille,vnz291t WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: NO. Phone: 434.316.6080 Phone: 4134.984.2700 2�s1726.45 9 CIVIL H: AS SHOWN 815111 SHEET REVISION BY DATE NO. SHEET REVISION BY DATE wWW.Ww&SSoC;ates.net 802645C_C -03 Amend.dw V: NIA SET REV. NO. 9 DRAWING NUMBER: C -3 SHEET NUMBER: 4 of 52 ST T AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE GENERAL WATER THE 1 1 W PLANS. S SWALES, AND OTHER DRAINAGE FEATURES AND EQUIPMENT AS REQUIRED TO MAINTAIN DRY ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998, EXCEPT AS MODIFIED BELOW OR B BE INSTALLED UNDER EXISTING PIPING OR CLOSE TO OTHER FACILITIES. S SOILS. WHEN UNSUITABLE WORKING PLATFORMS FOR EQUIPMENT OPERATION AND UNSUITABLE MODIFIED IN SPECIAL NOTES. 1 12. W WATER AND SEWER UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH S SOIL SUPPORT FOR SUBSEQUENT CONSTRUCTION FEATURES DEVELOP, REMOVE UNSUITABLE 2. RWSA SHALL APPROVE ALL CONSTRUCTION M MATERIALS AND METHODS OF CONSTRUCTION. A A ALBEMARLE COUNTY SERVICE AUTHORITY AND RIVANNA WATER AND SEWER M MATERIAL AND PROVIDE NEW SOIL MATERIAL AS SPECIFIED IN THIS SECTION AT NO ADDITIONAL PRECONSTRUCTION CONFERENCE SHALL BE H HELD WITH RWSA PRIOR TO THE START' OF ANY A AUTHORITY WATER AND SEWER CONSTRUCTION SPECIFICATIONS EXCEPT AS C COST TO THE OWNER. WORK. S SPECIFIED IN GENERAL NOTE 13. 3. THE CONTRACTOR SHALL BE RESPONSIBLE F FOR NOTIFYING MISS UTILITY (1-800-552-7001). 1 13. A ALL PRIVATE WATERLINES SHALL BE PVC SCHEDULE 40. 1 12 SUBSURFACE DRAINAGE: CONSIDER SITE SURFACE AND SUBSURFACE CONDITIONS, AVAILABLE 4. RWSA ENGINEER (VICTORIA FORT AT (434) 9 977 -2970 EXT. 205) SHALL BE NOTIFIED THREE 1 14. A A 10 FOOT HORIZONTAL' SEPARATION SHALL BE MAINTAINED UNLESS OTHERWISE S SOIL, AND HYDROLOGICAL DATA. REMOVE WATER BY BENCHING, SUMP PUMPING, DEEP WELL BUSINESS DAYS PRIOR TO THE START OF C CONSTRUCTION. S SPECIFIED BETWEEN ALL WATER LINES AND SANITARY SEWER LINES IN P PUMPING, OR OTHER METHODS TO PREVENT SOFTENING OF SURFACES EXPOSED BY 5 ALL WORK IS SUBJECT TO INSPECTION BY R RWSA STAFF NO TIE - EX LINETYPE LEGEND DESCRIPTION PR. LINETYPE LEGEND ACCESS EASEMENT LINE -- - - - ADJACENT BOUNDARY LINE - - BOUNDARY LINE > CENTERLINE OF DITCH CONCRETE CONIC. CURB & GUTTER - - - CENTERLINE OF ROAD - - . CENTERLINE OF STREAM /RIVER DEMOLISH OR ABANDON Al DIRT ROAD EASEMENT X FENCE GAS GAS GASLINE °- GUARD RAIL 400 MAJOR CONTOUR 400 -- -- - MINOR CONTOUR ONE UHE - OVERHEAD ELECTRIC LINE - - 0 H U (') H U OVERHEAD UTILITY LINE RIP -RAP SEL,l S F M SANITARY FORCEMAIN SFM SFM SAN SAN SANITARY SEWER LINE SAN SAN «�.. mss E .E.. £_ STORM DRAINAGE PIPE TREELINE UGE UGE UNDERGROUND ELEC. U G T - UGT UNDERGROUND TEL. COMM. UGU UGU UNDERGROUND UTILITY W W - WATERLINE W W LIMITS OF CONSTRUCTION -- r-- - - - PRIVATE WATERLINE WP SANITARY LATERAL SRL GLA � LOADING REQl11REMENTS �� RETAIL A 50,224 B 33,836 C 57,701 D 0 SITE PLAN TOTAL 141,761 8,000 ! 133,761 �..._ ..... 1 20,000 6 688044 ................... REQUIRED LOADING SPACES +I 7.688044 PROVIDED LOADING SPACES ' 11 THIS SUBMISSION PREVIOUS SUBMISSIONS SUBMISSIONS TO DATE USE IN BLOCK (GLA OR UNITS) RETAIL [NON RETAIL;RESIDENTIAL R' ETAIL NON RETAILRESIDENTIAL RETAIL [NON RETAIL?RESIDENTIAL A 50,224' 14,000= 0 0 0 0 50,224; 14,000; 0 B 33,836; 6,500; 0 01 OF 0 33,836 =, 6,500; 0 C 57,701 ' 43,275' 0 01 68,3204 0 57,701 111,59&e 0 D 0 90, 000 ; 0 01 0 0 0 90,000 0 BLOCK GROUP 1 TOTAL 141,761 153,775 0 0 68,320 0 141,761, 222,095 0 E 0` 01 0 0' 0 250 Oi' 0 250 SITE (PLAN TOTAL 141,761; 153,775'; 0 0 68,320; 250,141,761! 222,095, 250 H STA E HEALTH D SOIL. PROVIDE EROSION CONTROL AT OUTLET OR PIPING TO PREVENT EROSION. OPERATE SHALL BE MADE WITHOUT COORDINATION WITH AND THE PRESENCE OF RWSA STAFF. NO WORK DEWATERING SYSTEM CONTINUOUSLY UNTIL CONSTRUCTION WORK BELOW EXISTING WATER ABBREVIATIONS SHALL BE CONDUCTED ON RWSA FACILITIES ON WEEKENDS OR HOLIDAYS WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. COORDINATION NOTES LEVELS IS COMPLETE. 6. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE -INS AFF ABOVE FINISHED FLOOR EQPT EQUIPMENT RCP REINFORCED CONCRETE PIPE TO THE EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE - TESTED BEFORE A 1. THE CONTRACTOR SHALL OBTAIN THE FOLLOWING PERMITS REQUIRED FOR 13. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING AHD AHEAD ESMT EASEMENT REQ'D REQUIRED CONNECTION 1S MADE TO THE SYSTEM. CONSTRUCTION OF THESE PLANS: ALBEMARLE COUNTY LAND DISTURBANCE CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA 7. THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS IS FROM DATA AVAILABLE AT PERMITS, VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) GENERAL PERMIT, DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY ARV AIR RELEASE VALVE EX OR EXIST EXISTING RT RIGHT THE TIME OF DESIGN AND IS NOT NECESSARILY COMPLETE OR ACCURATE. THE CONTRACTOR AND ALBEMARLE COUNTY BUSINESS LICENSE. CONTRACTOR SHALL OBTAIN VDOT REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE BC BACK OF CURB FF FINISHED FLOOR RTE. ROUTE SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION, SIZE AND DEPTH OF ALL LAND -USE PERMITS FOR THE PROJECT. CONTRACTOR SHALL PROVIDE ALL REQUIREMENTS OF THE PERMIT SHALL GOVERN. BF BLIND FLANGE FC FACE OF CURB R/W RIGHT OF WAY INCLUDING EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY NECESSARY FORMS AND FEES FOR OBTAINING THE PERMITS, BLDG BUILDING GALV GALVANIZED SAN SANITARY SEWER NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. APPLICATION FEES AND REQUIRED BONDING COSTS. 14. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO THE CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES FROM 2. ANY TIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. BM BEINCH MARK HC HANDICAP SBC SOUTH BOUND LANE DAMAGE AT ALL TIMES, WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID BK BACK HDPE HIGH DENSITY POLYETHYLENE SD STORM DRAIN UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO FOLLOW 15. ALL PIPES SHOWN AS HDPE ON PLANS SHALL CONFORM TO AASHTO M294 (TYPE S) SMOOTH BW BOTTOM OF WALL HK HOOK SHC SEWER HOUSE CONNECTION ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED WALL INTERIOR PIPE, MATERIAL AND INSTALLATION SHALL BE IN ACCORDANCE WITH VDOT ROAD C C CENTER TO CENTER INV INVERT SQ SQUARE ADDITIONAL COST TO THE OWNER. 1N THE RECORDED EASEMENT. / 8. EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT AMID BRIDGE STANDARDS AND ROAD AND BRIDGE SPECIFICATIONS. C &G CURB & GUTTER IPS IRON PIN SET S.S. STAINLESS STEEL LETTERS OF THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. NO GRADING .SHALL BE PERMITTED IN THE 3. CIP CAST IRON PIPE IPF IRON PIN FOUND STA STATION RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. PERMISSION, ETC. ARE RECORDED /OBTAINED PRIOR TO THE START OF ANY 16. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE JB JUNCTION BOX 9. NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN CONSTRUCTION. APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, CENTER LINE STD STANDARD o, GRADING OR OTHER CONSTRUCTION 4. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISTING UTILITIES > LF LINEAR FEET STL STEEL PERMISSION AND RWSA APPROVAL OF THE BLASTING PLAN. GROUND MONITORING [DURING . C. L. CHAIN LINK BLASTING AND A PRE -BLAST SURVEY MAY BE REQUIRED. FOR BLASTING WITHIN 100 FEET OF IN CONFLICT WITH PROPOSED WORK HAS BEEN COMPLETED, INCLUDING UTILITY CMP CORRUGATED METAL PIPE LT LEFT SW SIDEWALK ANY OPERATIVE RWSA SEWERLINES, BYPASS PUMPING AND /OR PRE- AND POST -CCTV MAY BE 17, ALIL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE CO CLEAN OUT MH MANHOLE SWM STORM WATER MANAGEMENT REQUIRED. RWSA MAY ALSO REQUIRE CERTIFICATION FROM A LICENSED PROFESSIONAL ENGINEER 5. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, NBC NORTH BOUND LANE o REQUIRED BY ALBEMARLE COUNTY CODE. LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. CONIC CONCRETE TBA TO BE ABANDONED STATING THAT THE PROPOSED BLASTING WILL NOT DAMAGE ANY RWSA FACILITIES. DAMAGE TO NIC NOT IN CONTRACT ANY UTILITIES DUE TO BLASTING SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL 6. CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS AS CID CONTROL POINT TBR TO BE REMOVED CONDITION AT NO ADDITIONAL COST TO THE OWNER. SPECIFIED BY THE CORPS OF ENGINEERS AND /OR VA DEPARTMENT OF 18. ALIL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE "MANUAL FOR UNIFORM TRAFFIC CY CUBIC YARDS NTS NOT TO SCALE TC TOP OF CURB 10. THE CONTRACTOR SHALL OBSERVE MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS. ENVIRONMENTAL QUALITY. CONTROL DEVICES ". DEMO DEMOLISH OBJ OBJECT TW TOP OF WALL c 7. VIRGINIA STORMWATER MANAGEMENT PROGRAM VSMP GENERAL PERMIT: PREPARE O.C. ON CENTER oa WHEN A CROSSING IS MADE UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT (VSMP) DIA DIAIMETER TYP TYPICAL SHALL BE PROVIDED FOR THE EXISTING PIPE. THE AREA OF THE CROSSING SHALL BE STORMWATER POLLUTION PREVENTION PLAN, SECURE VSMP PHASE I LAND 19. ALIL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS PE POLYETHYLENE DIP DUCTILE IRON PIPE UG UNDERGROUND BACKFILLED WITH COMPACTED 57 STONE TO THE SPRINGLINE OF THE EXISTING PIPE. CLEARING GENERAL PERMIT AND PAY PERMIT APPLICATION FEE TO DEPARTMENT FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). DIST DISTANCE PROP PROPOSED UON UNLESS OTHERWISE NOTED a 11. NEW WATER MAIN INSTALLATIONS SHALL BE PRESSURE TESTED, CHLORINATED, FLUSHED AND HAVE OF CONSERVATION AND RECREATION (DCR). CONTACT DCR - RICHMOND FOR PS PLANTED STONE FOUND WATER SAMPLES APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC ADDITIONAL INFORMATION. TELEPHONE NUMBER: (804) 786 -1712, 20. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL DWG DRAWING Ps WATER LINE WATER SYSTEM. APPROVED METHODS OF FILLING AND FLUSHING NEW WATER MAINS WILL BE EMAIL ADDRESS: SWMESQUESTIONS @DCR.VIRGINIA.GOV DIMENSIONS AND CONDITIONS AFFECTING HIS WORK INCLUDING EXISTING TOPOGRAPHY. IF EC EDGE OF CONCRETE PVC POLYVINYL CHLORIDE WM WATER METER a REQUIRED TO PREVENT ANY CONTAMINATION OF THE PUBLIC WATER SYSTEM. THERE ARE ANY DISCREPANCIES WITH WHAT IS SHOWN ON THE CONSTRUCTION DRAWINGS OR EL ELEVATION R RADIUS WT WATERTIGHT 12. ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW TOPOGRAPHIC SURVEY PLAN, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER IN ELEC ELECTRIC WWF WOVEN WIRE FABRIC FACILITIES INTO SERVICE. ORDER TO DETERMINE THE COURSE OF ACTION NECESSARY TO CORRECT FOR SUCH EP EDGE OF PAVEMENT YDS YARDS ,0 13. NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS DISCREPANCY. FAILING TO NOTIFY THE OWNER AND SECURING SUCH INSTRUCTION, THE INCLUDES BUILDING OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE CONTRACTOR WILL BE CONSIDERED TO HAVE PROCEEDED AT THEIR OWN RISK AND EXPENSE. NOTE: 1. THE SIZE OF SYMBOLS MAY VARY FROM THOSE SHOWN. STRUCTURES, ETC. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. 14. TREES ARE NOT PERMITTED IN THE RWSA EASEMENT. 0 3 ADDED NOTE 8 70 MISCELLANEOUS NOTES. JDB 10/28/11 DESICNEJDB PROJECT: STONEFI ELD C). 5 REVISED GLA CHARTS DAT 12/01 j11 0 9 UPDATED TMP INFORMATION RU 3/23/12 ' F = =tt ENGINEERS TOWN CENTER - FINAL SITE PLAN AMENDMENT SuR.vEYOxs ALBEMARLE COUNTY, VIRGINIA DRAWN Y: II E KTM o PLANNERS TITLE: DIHR BY: GENERAL NOTES AND LEGEND w AsSOCIATES HFW PO Box A 2 3040 Anewill e Square PL Lynchburg, VA 24502 charloneswille,vnz291t WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: NO. Phone: 434.316.6080 Phone: 4134.984.2700 2�s1726.45 9 CIVIL H: AS SHOWN 815111 SHEET REVISION BY DATE NO. SHEET REVISION BY DATE wWW.Ww&SSoC;ates.net 802645C_C -03 Amend.dw V: NIA SET REV. NO. 9 DRAWING NUMBER: C -3 SHEET NUMBER: 4 of 52 GLA � LOADING REQl11REMENTS �� RETAIL A 50,224 B 33,836 C 57,701 D 0 SITE PLAN TOTAL 141,761 8,000 ! 133,761 �..._ ..... 1 20,000 6 688044 ................... REQUIRED LOADING SPACES +I 7.688044 PROVIDED LOADING SPACES ' 11 THIS SUBMISSION PREVIOUS SUBMISSIONS SUBMISSIONS TO DATE USE IN BLOCK (GLA OR UNITS) RETAIL [NON RETAIL;RESIDENTIAL R' ETAIL NON RETAILRESIDENTIAL RETAIL [NON RETAIL?RESIDENTIAL A 50,224' 14,000= 0 0 0 0 50,224; 14,000; 0 B 33,836; 6,500; 0 01 OF 0 33,836 =, 6,500; 0 C 57,701 ' 43,275' 0 01 68,3204 0 57,701 111,59&e 0 D 0 90, 000 ; 0 01 0 0 0 90,000 0 BLOCK GROUP 1 TOTAL 141,761 153,775 0 0 68,320 0 141,761, 222,095 0 E 0` 01 0 0' 0 250 Oi' 0 250 SITE (PLAN TOTAL 141,761; 153,775'; 0 0 68,320; 250,141,761! 222,095, 250 H STA E HEALTH D SOIL. PROVIDE EROSION CONTROL AT OUTLET OR PIPING TO PREVENT EROSION. OPERATE SHALL BE MADE WITHOUT COORDINATION WITH AND THE PRESENCE OF RWSA STAFF. NO WORK DEWATERING SYSTEM CONTINUOUSLY UNTIL CONSTRUCTION WORK BELOW EXISTING WATER ABBREVIATIONS SHALL BE CONDUCTED ON RWSA FACILITIES ON WEEKENDS OR HOLIDAYS WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. COORDINATION NOTES LEVELS IS COMPLETE. 6. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE -INS AFF ABOVE FINISHED FLOOR EQPT EQUIPMENT RCP REINFORCED CONCRETE PIPE TO THE EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE - TESTED BEFORE A 1. THE CONTRACTOR SHALL OBTAIN THE FOLLOWING PERMITS REQUIRED FOR 13. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING AHD AHEAD ESMT EASEMENT REQ'D REQUIRED CONNECTION 1S MADE TO THE SYSTEM. CONSTRUCTION OF THESE PLANS: ALBEMARLE COUNTY LAND DISTURBANCE CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA 7. THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS IS FROM DATA AVAILABLE AT PERMITS, VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) GENERAL PERMIT, DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY ARV AIR RELEASE VALVE EX OR EXIST EXISTING RT RIGHT THE TIME OF DESIGN AND IS NOT NECESSARILY COMPLETE OR ACCURATE. THE CONTRACTOR AND ALBEMARLE COUNTY BUSINESS LICENSE. CONTRACTOR SHALL OBTAIN VDOT REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE BC BACK OF CURB FF FINISHED FLOOR RTE. ROUTE SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION, SIZE AND DEPTH OF ALL LAND -USE PERMITS FOR THE PROJECT. CONTRACTOR SHALL PROVIDE ALL REQUIREMENTS OF THE PERMIT SHALL GOVERN. BF BLIND FLANGE FC FACE OF CURB R/W RIGHT OF WAY INCLUDING EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY NECESSARY FORMS AND FEES FOR OBTAINING THE PERMITS, BLDG BUILDING GALV GALVANIZED SAN SANITARY SEWER NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. APPLICATION FEES AND REQUIRED BONDING COSTS. 14. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO THE CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES FROM 2. ANY TIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. BM BEINCH MARK HC HANDICAP SBC SOUTH BOUND LANE DAMAGE AT ALL TIMES, WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID BK BACK HDPE HIGH DENSITY POLYETHYLENE SD STORM DRAIN UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO FOLLOW 15. ALL PIPES SHOWN AS HDPE ON PLANS SHALL CONFORM TO AASHTO M294 (TYPE S) SMOOTH BW BOTTOM OF WALL HK HOOK SHC SEWER HOUSE CONNECTION ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED WALL INTERIOR PIPE, MATERIAL AND INSTALLATION SHALL BE IN ACCORDANCE WITH VDOT ROAD C C CENTER TO CENTER INV INVERT SQ SQUARE ADDITIONAL COST TO THE OWNER. 1N THE RECORDED EASEMENT. / 8. EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT AMID BRIDGE STANDARDS AND ROAD AND BRIDGE SPECIFICATIONS. C &G CURB & GUTTER IPS IRON PIN SET S.S. STAINLESS STEEL LETTERS OF THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. NO GRADING .SHALL BE PERMITTED IN THE 3. CIP CAST IRON PIPE IPF IRON PIN FOUND STA STATION RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. PERMISSION, ETC. ARE RECORDED /OBTAINED PRIOR TO THE START OF ANY 16. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE JB JUNCTION BOX 9. NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN CONSTRUCTION. APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, CENTER LINE STD STANDARD o, GRADING OR OTHER CONSTRUCTION 4. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISTING UTILITIES > LF LINEAR FEET STL STEEL PERMISSION AND RWSA APPROVAL OF THE BLASTING PLAN. GROUND MONITORING [DURING . C. L. CHAIN LINK BLASTING AND A PRE -BLAST SURVEY MAY BE REQUIRED. FOR BLASTING WITHIN 100 FEET OF IN CONFLICT WITH PROPOSED WORK HAS BEEN COMPLETED, INCLUDING UTILITY CMP CORRUGATED METAL PIPE LT LEFT SW SIDEWALK ANY OPERATIVE RWSA SEWERLINES, BYPASS PUMPING AND /OR PRE- AND POST -CCTV MAY BE 17, ALIL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE CO CLEAN OUT MH MANHOLE SWM STORM WATER MANAGEMENT REQUIRED. RWSA MAY ALSO REQUIRE CERTIFICATION FROM A LICENSED PROFESSIONAL ENGINEER 5. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, NBC NORTH BOUND LANE o REQUIRED BY ALBEMARLE COUNTY CODE. LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. CONIC CONCRETE TBA TO BE ABANDONED STATING THAT THE PROPOSED BLASTING WILL NOT DAMAGE ANY RWSA FACILITIES. DAMAGE TO NIC NOT IN CONTRACT ANY UTILITIES DUE TO BLASTING SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL 6. CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS AS CID CONTROL POINT TBR TO BE REMOVED CONDITION AT NO ADDITIONAL COST TO THE OWNER. SPECIFIED BY THE CORPS OF ENGINEERS AND /OR VA DEPARTMENT OF 18. ALIL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE "MANUAL FOR UNIFORM TRAFFIC CY CUBIC YARDS NTS NOT TO SCALE TC TOP OF CURB 10. THE CONTRACTOR SHALL OBSERVE MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS. ENVIRONMENTAL QUALITY. CONTROL DEVICES ". DEMO DEMOLISH OBJ OBJECT TW TOP OF WALL c 7. VIRGINIA STORMWATER MANAGEMENT PROGRAM VSMP GENERAL PERMIT: PREPARE O.C. ON CENTER oa WHEN A CROSSING IS MADE UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT (VSMP) DIA DIAIMETER TYP TYPICAL SHALL BE PROVIDED FOR THE EXISTING PIPE. THE AREA OF THE CROSSING SHALL BE STORMWATER POLLUTION PREVENTION PLAN, SECURE VSMP PHASE I LAND 19. ALIL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS PE POLYETHYLENE DIP DUCTILE IRON PIPE UG UNDERGROUND BACKFILLED WITH COMPACTED 57 STONE TO THE SPRINGLINE OF THE EXISTING PIPE. CLEARING GENERAL PERMIT AND PAY PERMIT APPLICATION FEE TO DEPARTMENT FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). DIST DISTANCE PROP PROPOSED UON UNLESS OTHERWISE NOTED a 11. NEW WATER MAIN INSTALLATIONS SHALL BE PRESSURE TESTED, CHLORINATED, FLUSHED AND HAVE OF CONSERVATION AND RECREATION (DCR). CONTACT DCR - RICHMOND FOR PS PLANTED STONE FOUND WATER SAMPLES APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC ADDITIONAL INFORMATION. TELEPHONE NUMBER: (804) 786 -1712, 20. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL DWG DRAWING Ps WATER LINE WATER SYSTEM. APPROVED METHODS OF FILLING AND FLUSHING NEW WATER MAINS WILL BE EMAIL ADDRESS: SWMESQUESTIONS @DCR.VIRGINIA.GOV DIMENSIONS AND CONDITIONS AFFECTING HIS WORK INCLUDING EXISTING TOPOGRAPHY. IF EC EDGE OF CONCRETE PVC POLYVINYL CHLORIDE WM WATER METER a REQUIRED TO PREVENT ANY CONTAMINATION OF THE PUBLIC WATER SYSTEM. THERE ARE ANY DISCREPANCIES WITH WHAT IS SHOWN ON THE CONSTRUCTION DRAWINGS OR EL ELEVATION R RADIUS WT WATERTIGHT 12. ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW TOPOGRAPHIC SURVEY PLAN, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER IN ELEC ELECTRIC WWF WOVEN WIRE FABRIC FACILITIES INTO SERVICE. ORDER TO DETERMINE THE COURSE OF ACTION NECESSARY TO CORRECT FOR SUCH EP EDGE OF PAVEMENT YDS YARDS ,0 13. NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS DISCREPANCY. FAILING TO NOTIFY THE OWNER AND SECURING SUCH INSTRUCTION, THE INCLUDES BUILDING OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE CONTRACTOR WILL BE CONSIDERED TO HAVE PROCEEDED AT THEIR OWN RISK AND EXPENSE. NOTE: 1. THE SIZE OF SYMBOLS MAY VARY FROM THOSE SHOWN. STRUCTURES, ETC. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. 14. TREES ARE NOT PERMITTED IN THE RWSA EASEMENT. 0 3 ADDED NOTE 8 70 MISCELLANEOUS NOTES. JDB 10/28/11 DESICNEJDB PROJECT: STONEFI ELD C). 5 REVISED GLA CHARTS DAT 12/01 j11 0 9 UPDATED TMP INFORMATION RU 3/23/12 ' F = =tt ENGINEERS TOWN CENTER - FINAL SITE PLAN AMENDMENT SuR.vEYOxs ALBEMARLE COUNTY, VIRGINIA DRAWN Y: II E KTM o PLANNERS TITLE: DIHR BY: GENERAL NOTES AND LEGEND w AsSOCIATES HFW PO Box A 2 3040 Anewill e Square PL Lynchburg, VA 24502 charloneswille,vnz291t WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: NO. Phone: 434.316.6080 Phone: 4134.984.2700 2�s1726.45 9 CIVIL H: AS SHOWN 815111 SHEET REVISION BY DATE NO. SHEET REVISION BY DATE wWW.Ww&SSoC;ates.net 802645C_C -03 Amend.dw V: NIA SET REV. NO. 9 DRAWING NUMBER: C -3 SHEET NUMBER: 4 of 52 H STA E HEALTH D SOIL. PROVIDE EROSION CONTROL AT OUTLET OR PIPING TO PREVENT EROSION. OPERATE SHALL BE MADE WITHOUT COORDINATION WITH AND THE PRESENCE OF RWSA STAFF. NO WORK DEWATERING SYSTEM CONTINUOUSLY UNTIL CONSTRUCTION WORK BELOW EXISTING WATER ABBREVIATIONS SHALL BE CONDUCTED ON RWSA FACILITIES ON WEEKENDS OR HOLIDAYS WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. COORDINATION NOTES LEVELS IS COMPLETE. 6. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE -INS AFF ABOVE FINISHED FLOOR EQPT EQUIPMENT RCP REINFORCED CONCRETE PIPE TO THE EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE - TESTED BEFORE A 1. THE CONTRACTOR SHALL OBTAIN THE FOLLOWING PERMITS REQUIRED FOR 13. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING AHD AHEAD ESMT EASEMENT REQ'D REQUIRED CONNECTION 1S MADE TO THE SYSTEM. CONSTRUCTION OF THESE PLANS: ALBEMARLE COUNTY LAND DISTURBANCE CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA 7. THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS IS FROM DATA AVAILABLE AT PERMITS, VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) GENERAL PERMIT, DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY ARV AIR RELEASE VALVE EX OR EXIST EXISTING RT RIGHT THE TIME OF DESIGN AND IS NOT NECESSARILY COMPLETE OR ACCURATE. THE CONTRACTOR AND ALBEMARLE COUNTY BUSINESS LICENSE. CONTRACTOR SHALL OBTAIN VDOT REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE BC BACK OF CURB FF FINISHED FLOOR RTE. ROUTE SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION, SIZE AND DEPTH OF ALL LAND -USE PERMITS FOR THE PROJECT. CONTRACTOR SHALL PROVIDE ALL REQUIREMENTS OF THE PERMIT SHALL GOVERN. BF BLIND FLANGE FC FACE OF CURB R/W RIGHT OF WAY INCLUDING EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY NECESSARY FORMS AND FEES FOR OBTAINING THE PERMITS, BLDG BUILDING GALV GALVANIZED SAN SANITARY SEWER NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. APPLICATION FEES AND REQUIRED BONDING COSTS. 14. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO THE CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES FROM 2. ANY TIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. BM BEINCH MARK HC HANDICAP SBC SOUTH BOUND LANE DAMAGE AT ALL TIMES, WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID BK BACK HDPE HIGH DENSITY POLYETHYLENE SD STORM DRAIN UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO FOLLOW 15. ALL PIPES SHOWN AS HDPE ON PLANS SHALL CONFORM TO AASHTO M294 (TYPE S) SMOOTH BW BOTTOM OF WALL HK HOOK SHC SEWER HOUSE CONNECTION ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED WALL INTERIOR PIPE, MATERIAL AND INSTALLATION SHALL BE IN ACCORDANCE WITH VDOT ROAD C C CENTER TO CENTER INV INVERT SQ SQUARE ADDITIONAL COST TO THE OWNER. 1N THE RECORDED EASEMENT. / 8. EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT AMID BRIDGE STANDARDS AND ROAD AND BRIDGE SPECIFICATIONS. C &G CURB & GUTTER IPS IRON PIN SET S.S. STAINLESS STEEL LETTERS OF THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. NO GRADING .SHALL BE PERMITTED IN THE 3. CIP CAST IRON PIPE IPF IRON PIN FOUND STA STATION RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. PERMISSION, ETC. ARE RECORDED /OBTAINED PRIOR TO THE START OF ANY 16. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE JB JUNCTION BOX 9. NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN CONSTRUCTION. APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, CENTER LINE STD STANDARD o, GRADING OR OTHER CONSTRUCTION 4. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISTING UTILITIES > LF LINEAR FEET STL STEEL PERMISSION AND RWSA APPROVAL OF THE BLASTING PLAN. GROUND MONITORING [DURING . C. L. CHAIN LINK BLASTING AND A PRE -BLAST SURVEY MAY BE REQUIRED. FOR BLASTING WITHIN 100 FEET OF IN CONFLICT WITH PROPOSED WORK HAS BEEN COMPLETED, INCLUDING UTILITY CMP CORRUGATED METAL PIPE LT LEFT SW SIDEWALK ANY OPERATIVE RWSA SEWERLINES, BYPASS PUMPING AND /OR PRE- AND POST -CCTV MAY BE 17, ALIL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE CO CLEAN OUT MH MANHOLE SWM STORM WATER MANAGEMENT REQUIRED. RWSA MAY ALSO REQUIRE CERTIFICATION FROM A LICENSED PROFESSIONAL ENGINEER 5. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, NBC NORTH BOUND LANE o REQUIRED BY ALBEMARLE COUNTY CODE. LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. CONIC CONCRETE TBA TO BE ABANDONED STATING THAT THE PROPOSED BLASTING WILL NOT DAMAGE ANY RWSA FACILITIES. DAMAGE TO NIC NOT IN CONTRACT ANY UTILITIES DUE TO BLASTING SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL 6. CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS AS CID CONTROL POINT TBR TO BE REMOVED CONDITION AT NO ADDITIONAL COST TO THE OWNER. SPECIFIED BY THE CORPS OF ENGINEERS AND /OR VA DEPARTMENT OF 18. ALIL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE "MANUAL FOR UNIFORM TRAFFIC CY CUBIC YARDS NTS NOT TO SCALE TC TOP OF CURB 10. THE CONTRACTOR SHALL OBSERVE MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS. ENVIRONMENTAL QUALITY. CONTROL DEVICES ". DEMO DEMOLISH OBJ OBJECT TW TOP OF WALL c 7. VIRGINIA STORMWATER MANAGEMENT PROGRAM VSMP GENERAL PERMIT: PREPARE O.C. ON CENTER oa WHEN A CROSSING IS MADE UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT (VSMP) DIA DIAIMETER TYP TYPICAL SHALL BE PROVIDED FOR THE EXISTING PIPE. THE AREA OF THE CROSSING SHALL BE STORMWATER POLLUTION PREVENTION PLAN, SECURE VSMP PHASE I LAND 19. ALIL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS PE POLYETHYLENE DIP DUCTILE IRON PIPE UG UNDERGROUND BACKFILLED WITH COMPACTED 57 STONE TO THE SPRINGLINE OF THE EXISTING PIPE. CLEARING GENERAL PERMIT AND PAY PERMIT APPLICATION FEE TO DEPARTMENT FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). DIST DISTANCE PROP PROPOSED UON UNLESS OTHERWISE NOTED a 11. NEW WATER MAIN INSTALLATIONS SHALL BE PRESSURE TESTED, CHLORINATED, FLUSHED AND HAVE OF CONSERVATION AND RECREATION (DCR). CONTACT DCR - RICHMOND FOR PS PLANTED STONE FOUND WATER SAMPLES APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC ADDITIONAL INFORMATION. TELEPHONE NUMBER: (804) 786 -1712, 20. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL DWG DRAWING Ps WATER LINE WATER SYSTEM. APPROVED METHODS OF FILLING AND FLUSHING NEW WATER MAINS WILL BE EMAIL ADDRESS: SWMESQUESTIONS @DCR.VIRGINIA.GOV DIMENSIONS AND CONDITIONS AFFECTING HIS WORK INCLUDING EXISTING TOPOGRAPHY. IF EC EDGE OF CONCRETE PVC POLYVINYL CHLORIDE WM WATER METER a REQUIRED TO PREVENT ANY CONTAMINATION OF THE PUBLIC WATER SYSTEM. THERE ARE ANY DISCREPANCIES WITH WHAT IS SHOWN ON THE CONSTRUCTION DRAWINGS OR EL ELEVATION R RADIUS WT WATERTIGHT 12. ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW TOPOGRAPHIC SURVEY PLAN, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER IN ELEC ELECTRIC WWF WOVEN WIRE FABRIC FACILITIES INTO SERVICE. ORDER TO DETERMINE THE COURSE OF ACTION NECESSARY TO CORRECT FOR SUCH EP EDGE OF PAVEMENT YDS YARDS ,0 13. NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS DISCREPANCY. FAILING TO NOTIFY THE OWNER AND SECURING SUCH INSTRUCTION, THE INCLUDES BUILDING OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE CONTRACTOR WILL BE CONSIDERED TO HAVE PROCEEDED AT THEIR OWN RISK AND EXPENSE. NOTE: 1. THE SIZE OF SYMBOLS MAY VARY FROM THOSE SHOWN. STRUCTURES, ETC. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. 14. TREES ARE NOT PERMITTED IN THE RWSA EASEMENT. 0 3 ADDED NOTE 8 70 MISCELLANEOUS NOTES. JDB 10/28/11 DESICNEJDB PROJECT: STONEFI ELD C). 5 REVISED GLA CHARTS DAT 12/01 j11 0 9 UPDATED TMP INFORMATION RU 3/23/12 ' F = =tt ENGINEERS TOWN CENTER - FINAL SITE PLAN AMENDMENT SuR.vEYOxs ALBEMARLE COUNTY, VIRGINIA DRAWN Y: II E KTM o PLANNERS TITLE: DIHR BY: GENERAL NOTES AND LEGEND w AsSOCIATES HFW PO Box A 2 3040 Anewill e Square PL Lynchburg, VA 24502 charloneswille,vnz291t WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: NO. Phone: 434.316.6080 Phone: 4134.984.2700 2�s1726.45 9 CIVIL H: AS SHOWN 815111 SHEET REVISION BY DATE NO. SHEET REVISION BY DATE wWW.Ww&SSoC;ates.net 802645C_C -03 Amend.dw V: NIA SET REV. NO. 9 DRAWING NUMBER: C -3 SHEET NUMBER: 4 of 52 3 a i 0 cv Q-11 N 3 a 0 a dill EE c F° �c 0 a N 0 a. b 0 0 44 NO. EARTHWORK REQUIREMENTS 1.GENERAL 1.1 DEFINITIONS 1.1.1 HARD MATERIALS: WEATHERED ROCK, DENSE CONSOLIDATED DEPOSITS, OR CONGLOMERATE MATERIALS WHICH ARE NOT INCLUDED IN THE DEFINITION OF "ROCK" BUT WHICH USUALLY REQUIRE THE USE OF HEAVY EXCAVATION EQUIPMENT, RIPPER TEETH, OR JACK HAMMERS FOR REMOVAL. 1.1.2 ROCK: SOLID HOMOGENEOUS INTERLOCKING CRYSTALLINE MATERIAL WITH FIRMLY CEMENTED, LAMINATED, OR FOLIATED MASSES OR CONGLOMERATE DEPOSITS, NEITHER OF WHICH CAN BE REMOVED WITHOUT SYSTEMATIC DRILLING AND BLASTING, DRILLING AND THE USE OF EXPANSION JACKS OR FEATHER WEDGES, OR THE USE OF BACKHOE - MOUNTED PNEUMATIC HOLE PUNCHERS OR ROCK BREAKERS; ALSO LARGE BOULDERS, BURIED MASONRY, OR CONCRETE OTHER THAN PAVEMENT EXCEEDING % CUBIC YARD IN VOLUME. REMOVAL OF HARD MATERIAL WILL NOT BE CONSIDERED ROCK EXCAVATION BECAUSE OF INTERMITTENT DRILLING AND BLASTING THAT IS PERFORMED MERELY TO INCREASE PRODUCTION. 1.1.3 COHESIVE MATERIALS: MATERIALS ASTM D 2487 CLASSIFIED AS GC, SC, ML, CL, MH, AND CH. MATERIALS CLASSIFIED AS GM AND SM WILL BE IDENTIFIED AS COHESIVE ONLY WHEN THE FINES HAVE A PLASTICITY INDEX GREATER THAN ZERO. 1.1.4 COHESIONLESS MATERIALS: MATERIALS ASTM D 2487 CLASSIFIED AS GW, GP, SW, AND SP. MATERIALS CLASSIFIED AS GM AND SM WILL BE IDENTIFIED AS COHESIONLESS ONLY WHEN THE FINES HAVE PLASTICITY INDEX OF ZERO. 1.2 CRITERIA FOR BIDDING 1.2.1 BASE BIDS ON THE ELEVATIONS AS INDICATED. 1.2.2 ROCK EXCAVATION SHALL BE UNCLASSIFIED. ALL EARTHWORK EXCAVATION SHALL BE PERFORMED TO THE INDICATED ELEVATIONS. 1.2.3 BLASTING WILL BE PERMITTED ON THIS PROJECT AS SPECIFIED HEREIN. 1.2.4 REMOVE MATERIAL IN AN APPROVED MANNER, AND PROVIDE EXCAVATION SUPPORT STRUCTURES AS REQUIRED IN ACCORDANCE WITH THE U.S. ARMY CORPS OF ENGINEERS "SAFETY AND HEALTH REQUIREMENTS MANUAL," EM- 385 -1 -1, SECTION 25. 1.2.5 ROCK EXCAVATION, AS DEFINED HEREIN, MAY EXIST ON THIS PROJECT. ROCK EXCAVATION SHALL BE PERFORMED AS UNCLASSIFIED EXCAVATION TO THE INDICATED ELEVATIONS. 1.3 PROTECT EXISTING TREES AND OTHER VEGETATION INDICATED TO REMAIN IN PLACE AGAINST CUTTING, BREAKING, OR SKINNING OF ROOTS; SKINNING AND BRUISING OF BARK; SMOTHERING OF TREES BY STOCKPILING CONSTRUCTION MATERIALS OR EXCAVATED MATERIALS WITHIN DRIP LINE; EXCESS FOOT OR VEHICULAR TRAFFIC; OR PARKING OF VEHICLES WITHIN DRIP LINE. PROVIDE TEMPORARY FENCES, BARRICADES, OR GUARDS AS REQUIRED TO PROTECT TREES AND VEGETATION TO BE LEFT STANDING. 1.4 BURNING: SITE CLEARING DEBRIS MAY BE BURNED IF ALLOWED BY THE LOCAL FIRE DEPARTMENT. ALL BURNING RESIDUALS SHALL BE REMOVED FROM THE OWNER'S PROPERTY AND DISPOSED OF BY THE CONTRACTOR AT HIS EXPENSE IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS. 2. PRODUCTS 2.1 SOIL MATERIALS: FREE OF DEBRIS, ROOTS, WOOD, SCRAP MATERIAL, VEGETATION, REFUSE, SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR OBJECTIONABLE MATERIALS. THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE -HALF THE LIFT THICKNESS AT THE SPECIFIED LOCATION. THE MAXIMUM PARTICLE DIAMETER FOR PIPE BACKFILL MATERIAL LOCATED LESS THAN 1 -FOOT ABOVE THE PIPE CROWN SHALL BE 1-INCH. 2.1.1 COMMON FILL: APPROVED, UNCLASSIFIED SOIL MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTENDED LOCATION. 2.1.2 BACKFILL AND FILL MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, GM, GC, SW, SP, SM, SC, ML, MH, CL WITH A MAXIMUM ASTM D 4318 LIQUID LIMIT OF 50, MAXIMUM ASTM D 4318 PLASTICITY INDEX OF 25. MOISTURE CONTENT SHALL BE WITHIN t3% AND IN ACCORDANCE WITH GEOTECHNICAL ENGINEER RECOMMENDATIONS. 2.1.3 SELECT MATERIAL: ASTM D 2487, CLASSIFICATION (GW, GP, SW, SP WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. 2.1.4 PIPE BEDDING MATERIAL: VDOT NO. 57 COARSE AGGREGATE. 2.1.5 AGGREGATE FILL: VDOT NO. 5 OR NO. 57 COARSE AGGREGATE. 2.1.6 RIPRAP: CLASS I DRY RIPRAP AS DEFINED IN THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, SECTION 414, "RIPRAP", UNLESS OTHERWISE NOTED. 2.2 BORROW: OBTAIN BORROW MATERIALS REQUIRED IN EXCESS OF THOSE FURNISHED FROM EXCAVATIONS FROM SOURCES OFF THE OWNER'S PROPERTY. PROVIDE AND SUBMIT SOIL CLASSIFICATION TESTING TO ENSURE BORROW MATERIALS MEET THE REQUIREMENTS OF THIS SPECIFICATION. 3. EXECUTION 3.1 CLEARING 3.1.1 REMOVE FROM THE SITE TREES, STUMPS, ROOTS, BRUSH, SHRUBS, DOWN TIMBER, ROTTEN WOOD, RUBBISH, OTHER VEGETATION, AS WELL AS FENCES AND INCIDENTAL STRUCTURES NECESSARY TO ALLOW FOR NEW CONSTRUCTION. 3.1.2 CLEARING WORK SHALL BE RESTRICTED TO AREA WITHIN "CONSTRUCTION LIMITS /LIMITS OF CLEARING" SPECIFIED IN THIS SECTION AND AS INDICATED ON THE DRAWINGS. 3.1.3 UNDISTURBED STUMPS AND ROOTS, A MINIMUM OF 5 FEET BELOW FINISHED GRADE AND NOT LOCATED UNDER OR WITHIN 10 FEET OF ANY STRUCTURE, MAY BE LEFT IN PLACE. TOPS OF STUMPS LEFT IN PLACE SHALL NOT BE MORE THAN 6 INCHES ABOVE ORIGINAL GRADE. 3.2 GRUBBING 3.3.1 GRUB AREAS WITHIN AND TO A POINT 10 FEET OUTSIDE OF ALL STRUCTURES, AREAS TO RECEIVE FILL WHERE FINISHED GRADE WILL BE LESS THAN 3 FEET AIBOVE EXISTING GRADE, CUT AREAS WHERE FINISHED GRADE WILL BE LESS THAN 2 FEET BELOW EXISTING GRADE, TRANSITIONAL AREAS BETWEEN CUT AND FILL, AND ANY AREA TO RECEIVE CONTROL FILL. 3.3.2 REMOVE FROM THE GROUND TO A DEPTH OF 24 INCHES ALL STUMPS, ROOTS X -INCH DIAMETER AND LARGER, ORGANIC MATERIAL, AND DEBRIS. 3.3.3 USE ONLY HAND METHODS FOR GRUBBING INSIDE THE DRIP LINES OF TREES THAT ARE TO REMAIN. 3.4 CONSTRUCTION /CLEARING LIMITS 3.4.1 THE CONTRACTOR SHALL NOT DISTURB ANY AREAS OUTSIDE THE CONSTRUCTION LIMITS INDICATED ON THE DRAWINGS WITHOUT EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. 3.4.2 NO CLEAR - CUTTING OF TIMBER SHALL BE PERMITTED WITHIN THE CONSTRUCTION LIMITS. THE CONTRACTOR SHALL MAKE SELECT CUTTING OF TREES, TAKING THE SMALLEST TREES FIRST, THAT ARE MANDATORY FOR THE CONSTRUCTION OF THE UTILITY LINE. THE ENGINEER'S DECISION SHALL BE FINAL ON DETERMINATION OF WHICH TREES ARE TO BE CUT. 3.5 CLEAN UP DEBRIS RESULTING FROM SITE CLEARING OPERATIONS CONTINUOUSLY WITH THE PROGRESS OF THE WORK. 3.6 REMOVE DEBRIS FROM THE SITE IN SUCH A MANNER AS TO PREVENT SPILLAGE. KEEP PAVEMENT AND AREAS ADJACENT TO SITE CLEAN AND FREE FROM MUD, DIRT, AND DEBRIS AT ALL TIMES. 3.7 SURFACE PREPARATION 3.7.1 STRIPPING: STRIP EXISTING TOPSOIL, WHEN PRESENT, TO A DEPTH OF 6 INCHES WITHOUT CONTAMINATION BY SUBSOIL MATERIAL. STOCKPILE TOPSOIL SEPARATELY FROM OTHER EXCAVATED MATERIAL AND LOCATE CONVENIENT TOi FINISH GRADING AREA. 3.7.2 UNSUITABLE MATERIAL: REMOVE UNSUITABLE SPOIL MATERIALS, WASTE MATERIAL, VEGETATION, DEBRIS, DECAYED VEGETABLE MATTER, SOD, AND MULCH FROM THE CONSTRUCTION SITE. DISPOSE OF THE UNSUITABLE MATERIAL OFF THE OWNER'S PROPERTY IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS. 3.8 PROTECTIONS 3.8.1 PROTECTION SYSTEMS: PROVIDE SHORING, BRACING, AND SHEETING AS REQUIRED IN ACCORDANCE WITH THE U.S. ARMY CORPS OF ENGINEERS "SAFETY AND HEALTH REQUIREMENTS MANUAL," EM- 385 -1 -1, SECTION 25. SHEETING AND SHORING DESIGN SHALL BE SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN VIRGINIA. 3.8.2 SITE DRAINAGE: PROVIDE FOR THE COLLECTION AND DISPOSAL OF SURFACE AND SUBSURFACE WATER ENCOUNTERED DURING CONSTRUCTION. 3.8.2.1 SURFACE DRAINAGE: COMPLETELY DRAIN THE CONSTRUCTION SITE DURING PERIODS OF CONSTRUCTION TO KEEP SOIL MATERIALS SUFFICIENTLY DRY. PROVIDE TEMPORARY DITCHES, SWALES, AND OTHER DRAINAGE FEATURES AND, EQUIPMENT AS REQUIRED TO MAINTAIN DRY SOILS. WHEN UNSUITABLE WORKING PLATFORMS FOR EQUIPMENT OPERATION AND UNSUITABLE SOIL SUPPORT FOR SUBSEQUENT CONSTRUCTION FEATURES DEVELOP, REMOVE UNSUITABLE MATERIAL AND PROVIDE NEW SOIL MATERIAL AS SPECIFIED IN THIS SECTION AT NO ADDITIONAL COST TO THE OWNER. SHEET REVISION BY I DATE I NO. - , �7�0m� EARTHWORK REQUIREMENTS CONT'D 3.8.2.2 SUBSURFACE DRAINAGE: CONSIDER SITE SURFACE AND SUBSURFACE CONDITIONS, AVAILABLE SOIL, AND HYDROLOGICAL DATA. REMOVE WATER BY BENCHING, SUMP PUMPING, DEEP WELL PUMPING, OR OTHER METHODS TO PREVENT SOFTENING OF SURFACES EXPOSED BY EXCAVATION. USE FILTERS ON DEWATERING DEVICES TO PREVENT REMOVAL OF FINES FROM SOIL. PROVIDE EROSION CONTROL AT THE OUTLET OF PIPING TO PREVENT EROSION. OPERATE DEWATERING SYSTEM CONTINUOUSLY UNTIL CONSTRUCTION WORK BELOW EXISTING WATER LEVELS IS COMPLETE. 3.9 EXCAVATION 3.9.1 EXCAVATE TO THE ELEVATIONS AND DIMENSIONS INDICATED AND AS SPECIFIED IN THIS SECTION. REUSE EXCAVATED MATERIALS THAT MEET THE SPECIFIED REQUIREMENTS FOR THE MATERIAL TYPE REQUIRED AT THE INTENDED LOCATION. WHEN SOIL NOT MEETING THE REQUIREMENTS SPECIFIED IN THIS SECTION ARE ENCOUNTERED DURING EXCAVATION, REMOVE THE UNSUITABLE SOIL MATERIAL AND REPLACE WITH SELECT MATERIAL AS SPECIFIED IN THIS SECTION. REMOVAL AND DISPOSAL OF UNSUITABLE SOIL MATERIAL AND PLACEMENT AND COMPACTION OF SELECT MATERIAL SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. 3.9.2 KEEP EXCAVATIONS FREE FROM WATER. EXCAVATE SOIL DISTURBED OR WEAKENED BY THE CONTRACTOR'S OPERATIONS, AND SOILS SOFTENED OR MADE UNSUITABLE FOR SUBSEQUENT CONSTRUCTION DUE TO EXPOSURE TO WEATHER. REFILL WITH SELECT MATERIAL AND COMPACT TO 95% OF ASTM D 698 MAXIMUM DENSITY. UNLESS SPECIFIED OTHERWISE, REFILL EXCAVATIONS CUT BELOW INDICATED DEPTH WITH SELECT MATERIAL AND COMPACT TO 95% OF ASTM D 698 MAXIMUM DENSITY. SIDE SLOPES WHEN ALLOWED SHALL BE PROTECTED WITH 6 -MIL POLYETHYLENE SHEETING. 3.9.3 PIPE TRENCHES: EXCAVATE TO THE DIMENSIONS INDICATED AND AS SPECIFIED HEREIN. TRENCHES IN PUBLIC ROADWAYS SHALL BE EXCAVATED IN ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. WHERE ROCK IS ENCOUNTERED, EXCAVATE AND REMOVE ROCK TO A MINIMUM DEPTH OF 6 INCHES BELOW THE PIPE INVERT. GRADE BOTTOM OF TRENCHES TO PROVIDE UNIFORM SUPPORT FOR EACH SECTION OF PIPE AFTER PIPE BEDDING PLACEMENT. 3.9.4 UNSUITABLE SUBGRADE SOIL MATERIALS: SUBGRADES WHICH ARE DETERMINED TO BE UNSUITABLE FOR BEARING NEW EQUIPMENT, STRUCTURES, OR PIPING, SHALL HAVE THE UNSUITABLE SUBGRADE SOIL MATERIALS REMOVED AND DISPOSED OF, AND REPLACED WITH SELECT MATERIAL AT NO ADDITIONAL COST TO THE OWNER. 3.10 FILLING AND BACKFILLING: FILL AND BACKFILL TO ELEVATIONS AND DIMENSIONS INDICATED. COMPACT EACH LIFT BEFORE PLACING OVERLAYING LIFT.. 3.10.1 COMMON FILL PLACEMENT: PROVIDE FOR GENERAL SITE, IN GREEN OPEN SPACE AREAS. PLACE IN 6 -INCH LIFTS. COMPACT AREAS NOT ACCESSIBLE TO ROLLERS OR COMPACTORS WITH MECHANICAL HAND TAMPERS. AERATE MATERIAL EXCESSIVELY MOISTENED BY RAIN TO A SATISFACTORY MOISTURE CONTENT. PROVIDE A SMOOTH FINISH SURFACE BY BLADING, ROLLING WITH A SMOOTH ROLLER, OR BOTH. 3.10.2 BACKFILL AND FILL MATERIAL PLACEMENT: PROVIDE FOR UNDER PAVEMENT, BUILDINGS & OTHER STRUCTURAL COMPONENTS. PLACE IN 6 -INCH LIFTS. PLACE BACKFILL MATERIAL ADJACENT TO STRUCTURES AS THE STRUCTURAL ELEMENTS ARE COMPLETED AND ACCEPTED. BACKFILL AGAINST CONCRETE ONLY WHEN APPROVED. PLACE AND COMPACT MATERIAL TO AVOID LOADING UPON OR AGAINST STRUCTURES. PLACE BACKFILL AND FILL MATERIALS TO 5 FEET OUTSIDE OF STRUCTURES. 3.10.3 SELECT MATERIAL PLACEMENT: PROVIDE UNDER ALL STRUCTURES AND CONCRETE SLABS IN TOP 6 INCH. SELECT MATERIALS SHALL BE PROVIDED FROM APPROVED BORROW AREAS. IN ADDITION, PROVIDE STONE WHERE INDICATED ON THE DRAWINGS. PLACE IN 6 -INCH LIFTS. BACKFILL ADJACENT TO STRUCTURES SHALL BE PLACED AS STRUCTURAL ELEMENTS ARE COMPLETED AND ACCEPTED. BACKFILL AGAINST CONCRETE ONLY WHEN APPROVED. PLACE AND COMPACT MATERIAL TO AVOID LOADING UPON OR AGAINST STRUCTURES. 3.10.4 TRENCH BACKFILLING: BACKFILL AS RAPIDLY AS CONSTRUCTION, TESTING, AND ACCEPTANCE OF WORK PERMITS. PLACE AND COMPACT INITIAL BACKFILL AND BACKFILL MATERIALS IN 6 -INCH LIFTS TO THE TOP OF THE TRENCH. TRENCHES IN PUBLIC ROADWAYS SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH THE LATEST EMTIOhN OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. 3.10.5 BEDDING REQUIREMENTS: EXCEPT AS SPECIFIED OTHERWISE IN THE INDIVIDUAL PIPING SECTIONS, PROVIDE BEDDING FOR BURIED PIPING IN ACCORDANCE WITH AWWA C600, TYPE 4, EXCEPT AS SPECIFIED HEREIN. PLASTIC PIPING SHALL HAVE BEDDING MATERIAL FROM BENEATH THE PIPE INVERT TO THE SPRING LINE OF THE PIPE. PROVIDE A MINIMUM BEDDING DEPTH OF 4 INCHES BENEATH THE PIPE INVERT. WHERE ROCK IS ENCOUNTERED, PROVIDE A MINIMUM BEDDING DEPTH OF 6 INCHES BENEATH THE PIPE INVERT. 3.11 COMPACTION: EXPRESSED AS A PERCENTAGE OF MAXIMUM DENSITY. DETERMINE IN -PLACE DENSITY OF THE EXISTING SUBGRADE; IF REQUIRED DENSITY EXISTS, NO COMPACTION OF THE EXISTING SUBGRADE WILL BE REQUIRED. 3.11.1 GENERAL SITE: COMPACT UNDERNEATH AREAS DESIGNATED FOR VEGETATION AND AREAS OUTSIDE THE 10 -FOOT LINE OF STRUCTURES TO 98% OF ASTM D 698. 3.11.2 STRUCTURES AND CONCRETE SLABS: COMPACT TOP 12 INCHES OF SUBGRADE TO 98% OF ASTM D 698. COMPACT FILL, BACKFILL, AND SELECT MATERIALS TO 98% OF ASTM D 698. 3.11.3 PIPE TRENCHES: COMPACT FILL, BACKFILL, AND SELECT MATERIALS PLACED IN PIPE TRENCHES TO 98% OF ASTM D 698. 3.11.4 ADJACENT AREAS: COMPACT AREAS WITHIN 10 FEET OF STRUCTURES TO 98% OF ASTM D 698. 3.11.5 PAVED AREAS: COMPACT TOP 12 INCHES OF SUBGRADE TO 100% OF ASTM D 698. COMPACT FILL, BACKFILL, AND SELECT MATERIALS TO 100% OF ASTM D 698. IN ADDITION TO THE SPECIFIED COMPACTION REQUIREMENTS, FILL AND BACKFILL MATERIALS SHALL BE COMPACTED TO DEVELOP A CALIFORNIA BEARING RATIO (CBR) OF 10. 3.12 RIPRAP: RIPRAP SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 414, "RIPRAP." GEOTEXTILE FABRIC SHALL BE PLACED UNDER ALL RIPRAP. 3.13 DISPOSITION OF SURPLUS MATERIAL: WASTE UNSUITABLE SOIL MATERIALS OFF THE OWNER'S PROPERTY AS DIRECTED BY THE OWNER AND WW ASSOCIATES IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. 3.14 FIELD QUALITY CONTROL: THE CONTRACTOR SHALL EMPLOY AN INDEPENDENT TESTING FIRM TO PROVIDE ALL SOIL TESTING REQUIRED FOR THIS PROJECT. 3.14.1 SAMPLING: TAKE THE NUMBER AND SIZE OF SAMPLES REQUIRED TO PERFORM THE FOLLOWING TESTS. 3.14.2 TESTING: PERFORM ONE OF EACH OF THE REQUIRED TESTS FOR EACH MATERIAL USED. PROVIDE ADDITIONAL TESTS FOR EACH SOURCE CHANGE AND AS REQUESTED BY WW ASSOCIATES. 3.14.2.1 FILL AND BACKFILL: TEST FILL AND BACKFILL MATERIAL IN ACCORDANCE WITH ASTM C 136 FOR CONFORMANCE TO ASTM D 2487 GRADATION LIMITS; ASTM D 1140 FOR MATERIAL FINER THAN THE NO. 200 SIEVE; ASTM D 423 FOR LIQUID LIMIT AND ASTM D 424 FOR PLASTIC LIMITS; ASTM D 698 OR ASTM D 1557 FOR MOISTURE DENSITY RELATIONS, AS APPLICABLE. 3.14.2.2 SELECT MATERIAL: TEST SELECT MATERIAL IN ACCORDANCE WITH ASTM C 136 FOR CONFORMANCE TO ASTM D 2487 GRADATION LIMITS; ASTM D 1140 FOR MATERIAL FINER THAN THE NO. 200) SIEVE; ASTM D 698 OR ASTM D 1557 FOR MOISTURE DENSITY RELATIONS, AS APPLICABLE. 3.14.2.3 DENSITY TESTS: TEST SOIL DENSITY IN ACCORDANCE WITH ASTM D 1556, OR ASTM D 2922 AND ASTM D 3017. WHEN ASTM D 2922 AND ASTM D 3017 DENSITY TESTS ARE USED, VERIFY DENSITY TEST RESULTS BY PERFORMING AN ASTM D 1556 DENSITY TEST AT A LOCATION ALREADY ASTM D 2922 AND ASTM D 3017 TESTED AS SPECIFIED HEREIN. PERFORM AN ASTM D 1556 DENSITY TEST AT THE START OF THE PROJECT, AND FOR EVERY 10 ASTM D 2922 AND ASTM D 3017 DENSITY TESTS THEREAFTER. TEST EACH LIFT AT RANDOMLY SELECTED LOCATIONS EVERY 500 SQUARE FEET OF EXISTING GRADE IN FILLS FOR STRUCTURES AND CONCRETE SLABS, EVERY 500 SQUARE FOR OTHER FILL AREAS, EVERY 1,000 SQUARE FEET OF SUBGRADE IN CUT, AND EVERY 250 LINEAR FEET FOR PIPE LINE INSTALLATION (MINIMUM ONE TEST PER PIPE LINE), AND ADDITIONAL TESTS AS REQUESTED BY WW ASSOCIATES. ALL EARTHWORK AND SITE WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND IN ACCORDANCE WITH THE GEOTECHNICAL REPORT BY ECS, LLC. TITLED "REPORT OF SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING ADDENDUM, ALBEMARLE PLACE, CHARLOTTESVILLE, VIRGINIA, AND DATED MAY 8, 2009. THIS REPORT IS AN ADDENDUM AND REFERENCES THE FOLLOWING REPORTS: SCHNABEL ENGINEERING SOUTH, LLC, SEPTEMBER 27, 2000. GEOTECHNICAL ENGINEERING STUDY, RETAIL DEVELOPMENT, SEMINOLE TRAIL AND HYDRAULIC ROAD, ALBEMARLE COUNTY, VIRGINIA. SCHNABEL ENGINEERING SOUTH LLC, APRIL 22, 2004. GEOTECHNICAL ENGINEERING STUDY, ALBEMARLE PLACE TOWN CENTER PHASE I, SEMINOLE TRAIL AND HYDRAULIC ROAD, ALBEMARLE COUNTY, VIRGINIA. SCHNABEL ENGINEERING SOUTH LLC, OCTOBER 26, 2006. GEOTECHNICAL ENGINEERING STUDY, ALBEMARLE PLACE POWER CENTER, SEMINOLE TRAIL AND HYDRAULIC ROAD, ALBEMARLE COUNTY, VIRGINIA. SCHNABEL ENGINEERING SOUTH LLC, APRIL 2, 2008. GEOTECHNICAL RECOMMENDATIONS, ALBEMARLE PLACE, SEMINOLE TRAIL AND HYDRAULIC ROAD, ALBEMARLE COUNTY, VIRGINIA. Am ]ENGINEERS 'SURVEYORS )PLANNERS AsSOCIATES www. wwassocciates.net DESIGNED BY: PROJECT: Joe STONEFI ELD DRAWN BY. TOWN CENTER - FINAL SITE PLAN AMENDMENT KTM ALBEMARLE COUNTY, VIRGINIA TITLE: DIHR BY: EARTHWORK SPECIFICATIONS HFW WWA NUMBER: FILE NAME: 208026.45 802645C_C -04 Amenddwg DISCIPLINE: SCALE: DATE. CIVIL H: AS SHOWN 815111 V: N/A V SET REV. 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S PERATE COVER I 1 p SDP! 2011 -00047 ......,. _ ' � ( ) _ s S P 2911 - 004 ( ) v y a _ A q I y NFvs. r �- �U bg , \ ' l ; tea,-° / � r L,•�\ - l __ y__ '\- PV_- -'_ - - �',Y _ I ICI � � / - / — __ \— _ TATE�---� --� _ _ - � �,. — -- ..................... 9 yv ROUTE \ \ N 551 �s w �, Q m , e.....:.,. 4� �, ..,.,....... �.. I �� � _ _ F 9 - _ !� 3 ` ,.,., _DLC� ING ROgf m Y w 'k — - / i z - -_� =q 7Sa> _ w> y� I .' Sawa a , " 'L 1 , y". i : _ �'�J�il:. °.� _-E _1 'e ~`H bf I z \� d \ �,. `� - _ .��� ..mss .: s >,m \ / O x�., / / (' } ',I z —'_� { , '�i" �. 1 � / I -J_.I '^ ,o.,,. —1 _-- '� 1 . / - , � c ,1 � 7 ►, IJ, .� ti WL _ .00 68 ' _5 \.- a n I o:- w A "'�, A ti'�, w` �. $ 131 ! zo a _ A — \\, �v I� II = a IF THIS DRAWING IS A REDUCTION V ro g = GRAPHIC SCALE MUST BE USED w ry ac a f fl 1 S w a Q a Q I z o o a V J \ \) 1���' \\ S 5 02 95?„ E N I y ! I II \ SCALE. 1 — 1 00 / a a i 5 ca / \Cy9 W \ - 3 Q \ I L 4sa 2� �� II °� 0 100' 0 100' / I T, u \ ( \ V\ DEMOLITION LEGEND Q ri V \ AREA TO BE DEMOLISHED cs \_ y� o --- N r 0 0 0 0 N 2 REV. STREET NAMES; BOUNDARY LINE ADJUSTMENT JDB 10/14/11 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE II www.wwissociatc!s.net I208026.45 1 6uzo40c,_c -u0 Amena.awg `� 'v: NIA--- SET REV. NO. 9 DRAWING NUMBER: C -5 SHEET NUMBER: 6 of 52 b cp 0 i v �I O b O a a w C U 3 F� O O N v O Oy -O a 0 0 N ,1, . " 3 'U 'd O I U UI 00 'O O h N G V 3 ti cp oOppp O N v O a. O U d O N r /4 A? x�r 4.� 04„x..,1 tiW'. p,. ✓�'� ;3 �i �. �. a 3 a vl 0 ao 3 0 w G V 3 GC O O N v v a 0 cc a o N 3 a -e i U O 3 'O O' H C V 3 F� V�- ClC O Ei O N w O 0 -2 a 0 0 N Ch v c m 0 i U UI to 0 00 3 0 m cF� a� v 3 I� Co O O N r m V 0 CL. O 0.) -O 'Q �D O O N b vei I U U� co O .r 3 b C O 4 L C 0.1 U C 3 ti co O O N �i 0 O G.i Q �O O �O N Ig F " a� N U UI E co 0 00 3 "G7 a a U 3 I� O N v—i O O 4i CO O N r 3 b G U �I CID 0 ao 3 b c 0 a cT� w G C 0 o N v O 4 Z 0 E co 0 0 N r 3 v -e i c,> R 0 ao 3 Ti O Q N N C 3 O o N v b 4 b E All co 0 o N i 3 a -o w U �I �O I 3 a I O w C 3 F� `q- QC O O N I v b CL .0 EE by -O a 0 °, F1 NOTE: 3' MIN COVER OVER CL OF PIPE. F1 510 510 5 505 5 505 500 - 500 — - - 5 - — 495 _ __- 4 495 _ _ GRADE 0 0 490 — —_ - - - — 490 _— — — _ � -- _ — — - -� 4 — _ � _ _ _ _ _ — — — — - _ — 485 - -_ _ 485 E 777r E e e 480 - -- 4 , r x x 480 4 g ghm E 1 1 475 - -- - -GLEP` - - - - - 4 475 0 - E - — - 52 BI P . 2 - 470 , , ,. ..., . •.2.8 - E . .. . H.., i i E . . CPI ➢ ➢ 470 4 - - -- - 465 S Sn - - - - - -� � �' - - - - 4 465 460 4 460 455 - - - - _ _- � . .455 - - 450 ~ ~ 4 450 —_ — — - - LU 445 C C5 r 445 r - - 4 00 - - 0 00 r— . .- ( (D _ 00 _ p p v v 0 O o� r rn r r c cs a a- 3 b 'C U �I N 3 •t7 a a 3 F� 0 0 4 t E a N o°o N NO. 11+00 12 +00 13 +00 NOTE: 3' MIN COVER OVER CL OF PIPE. 25 +00 26 +00 REVISED SANITARY PIPING MATERIAL REVISED PROFILES PER NEW GRADING SHEET REVISION 27 +00 DAT 9/30,/11 JDB 11/18/11 BY I DATE I NO. 14 +00 15 +00 16 +00 17 +00 NOTE: 3' MIN COVER OVER CL OF PIPE. 18 +00 19 +00 20 +00 21+00 22 +00 23 +00 530 - - 530 525 - - -- - - - - - -- 525 520 — - 520 515 515 510 - 510 505 • z 505 0 r 500 - -- - 500 -- m N - -- P-R 5 -- r- ~ 495 495 At 17 490 — — 490 A — -- 485 485 E — R PIp� GL-E4 480 — _' -G R 480 -C LEA 475 475 j SS--52 —D f .;>.. ....,.E 1.2--8._ Lr L o 470 0 _ 470 -cs - 465 465 0 �- - — 460 .- 0 460 4. 1 • O LO LT - 4- °�0 OD I.L. �_ -- _ ► ¢ --- r r UL Z— - - - -�n - - Itifl -UL. - - 3 - -?- - 14 +00 15 +00 16 +00 24 +00 NOTE: 3' MIN COVER OVER CL OF PIPE. NOTE: ADJUST TOPS TO MATCH FINAL FINISHED GRADE. IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1 " = 10' 10' 0 10' 50' 0 50' HOR2: 1 " = 50' 10 +00 11 +00 12 +00 13 +00 AN DESiGNEDAT' PROJECT: STONEFI ELD SET REV. N0. AMA ENGINEERS TOWN DRAWN BY: CENTER - FINAL SITE PLAN AMENDMENT 9 SURVEYORS TA ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: PLANNERS TITLE: AsSOCIATES DIHR BY: UTILITY PROFILES - SANITARY C -16 HFW PO Box 4119 3040Avemore Square Pl. SHEET NUMBER: Lynchburg, VA 24502 chulottesviue,VA22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: % Phone: 434.316.6080 Phone: 434.984.2700 CIVIL H: 1 "_50� 1 / O� �i www.wwassoclates.met 208026.45 802645C_C -16 Amend.dwg V: 1 "--I 0. 815111 L 11+00 12 +00 13 +00 NOTE: 3' MIN COVER OVER CL OF PIPE. 25 +00 26 +00 REVISED SANITARY PIPING MATERIAL REVISED PROFILES PER NEW GRADING SHEET REVISION 27 +00 DAT 9/30,/11 JDB 11/18/11 BY I DATE I NO. 14 +00 15 +00 16 +00 17 +00 NOTE: 3' MIN COVER OVER CL OF PIPE. 18 +00 19 +00 20 +00 21+00 22 +00 23 +00 530 - - 530 525 - - -- - - - - - -- 525 520 — - 520 515 515 510 - 510 505 • z 505 0 r 500 - -- - 500 -- m N - -- P-R 5 -- r- ~ 495 495 At 17 490 — — 490 A — -- 485 485 E — R PIp� GL-E4 480 — _' -G R 480 -C LEA 475 475 j SS--52 —D f .;>.. ....,.E 1.2--8._ Lr L o 470 0 _ 470 -cs - 465 465 0 �- - — 460 .- 0 460 4. 1 • O LO LT - 4- °�0 OD I.L. �_ -- _ ► ¢ --- r r UL Z— - - - -�n - - Itifl -UL. - - 3 - -?- - 14 +00 15 +00 16 +00 24 +00 NOTE: 3' MIN COVER OVER CL OF PIPE. NOTE: ADJUST TOPS TO MATCH FINAL FINISHED GRADE. IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1 " = 10' 10' 0 10' 50' 0 50' HOR2: 1 " = 50' 10 +00 11 +00 12 +00 13 +00 AN DESiGNEDAT' PROJECT: STONEFI ELD SET REV. N0. AMA ENGINEERS TOWN DRAWN BY: CENTER - FINAL SITE PLAN AMENDMENT 9 SURVEYORS TA ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: PLANNERS TITLE: AsSOCIATES DIHR BY: UTILITY PROFILES - SANITARY C -16 HFW PO Box 4119 3040Avemore Square Pl. SHEET NUMBER: Lynchburg, VA 24502 chulottesviue,VA22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: % Phone: 434.316.6080 Phone: 434.984.2700 CIVIL H: 1 "_50� 1 / O� �i www.wwassoclates.met 208026.45 802645C_C -16 Amend.dwg V: 1 "--I 0. 815111 L 14 +00 15 +00 16 +00 24 +00 NOTE: 3' MIN COVER OVER CL OF PIPE. NOTE: ADJUST TOPS TO MATCH FINAL FINISHED GRADE. IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1 " = 10' 10' 0 10' 50' 0 50' HOR2: 1 " = 50' 10 +00 11 +00 12 +00 13 +00 AN DESiGNEDAT' PROJECT: STONEFI ELD SET REV. N0. AMA ENGINEERS TOWN DRAWN BY: CENTER - FINAL SITE PLAN AMENDMENT 9 SURVEYORS TA ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: PLANNERS TITLE: AsSOCIATES DIHR BY: UTILITY PROFILES - SANITARY C -16 HFW PO Box 4119 3040Avemore Square Pl. SHEET NUMBER: Lynchburg, VA 24502 chulottesviue,VA22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: % Phone: 434.316.6080 Phone: 434.984.2700 CIVIL H: 1 "_50� 1 / O� �i www.wwassoclates.met 208026.45 802645C_C -16 Amend.dwg V: 1 "--I 0. 815111 L 3 a 490 i U U� 485 N 3 �M a 0 Q 485 A 470 U 3 ti 480 CS 0 1 4 0 a. z 5 a 450 L N t c� 445 264 NO. WATER LINE 'C' 10 +00 11+00 12 +00 495 495 490 485 480 �M 475 485 470 - 465 480 460 c� 455 LU �- 450 L l t c� 445 264 470 I� 1'7 440 � O Lv 435 + I n ri N 430 v~i z 13 +00 14 +00 WATER LINE 'A' s 495 490 485 480 475 - 470 I n ri 465 z x 460 LU itr-- 0 ~ 455 W W Z0 450 0 a 445 z `— J w 440 435 Cq :- o w 430 ® = V, - �i��- o�o�o�o�o :�►zo�o�o�o�o:���:o�o�o�o ���o��:o�� � FAlWAI �rAa.M_MAMAMAo,��MAMAo�OG.�� �Ao�e•M.. -O_�= °e- :�e- e'=° =1• WIM&TIMIS M4 &TIMS 0341M mm �����o��.'.��� ♦�� ►off ►O�����1��� �■�MMAMAOA. ►GAMAMAMAMA.�O0 ��AWA AVANVAMAMARM . • MA m IMAM MMAWI Aq r��������:��� ������� ���OfG�i� � : 1�7�_= �������:o_:�FAILWAILWAIm� 1����� 1111 IONIC= =1 -M- MOMMAMAXMOM� 1 s■�� tiaCr�s�i a � =� , • mi ®e• �1��_ �"117!•l 420 wk-MA OEM - �� l �� ■�� 15 +00 16 +00 17 +00 18 +00 IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1"= 10' 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 10' 0 10' wi ww�i� 50' 0 50' HORZ: 1 " = 50' REVISED WATERLINE PROFILES DAT 9/30/11 DESIcNEDAT PROJECT: STONEFI ELD SET REV. N0. REVISED PROFILES PER NEW GRADING JDB 11/18/11 9 ENGINEERS REVISED WATER LINE PROFILE DAT 12/01 /11 ,�; DRAWN BY: TOWN CENTER - FINAL SITE PLAN AMENDMENT '. TITLE: SURVEYORS REG ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: .I t'1I PLANNERS AsSOCIATES DIHR Br: UTILITY PROFILES -WATER & STORM C-17 HFIN SHEET NUMBER: PO Box 4119 3040 Avemore Square P1. Lynchburg, VA 24502 Charlottesville,VA22911 WWA NUMBER: FILE NAME: !DISCIPLINE. SCALE. DATE. Q Phone: 434.316.6080 Phone: 434.984.2700 CIVIL H: 1 "=50' 1 8 of 52 � ,; www.wwassoiciates.net 208026.45 802645C -C -17 Amend.dwg 815111 SHEET REVISION BY DATE N0. SHEET REVISION BY DATE V: in-10, 4) ,, [ �0— 495 490 485 480 475 - 470 I n ri 465 z x 460 LU itr-- 0 ~ 455 W W Z0 450 0 a 445 z `— J w 440 435 Cq :- o w 430 IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1"= 10' 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 10' 0 10' wi ww�i� 50' 0 50' HORZ: 1 " = 50' REVISED WATERLINE PROFILES DAT 9/30/11 DESIcNEDAT PROJECT: STONEFI ELD SET REV. N0. REVISED PROFILES PER NEW GRADING JDB 11/18/11 9 ENGINEERS REVISED WATER LINE PROFILE DAT 12/01 /11 ,�; DRAWN BY: TOWN CENTER - FINAL SITE PLAN AMENDMENT '. TITLE: SURVEYORS REG ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: .I t'1I PLANNERS AsSOCIATES DIHR Br: UTILITY PROFILES -WATER & STORM C-17 HFIN SHEET NUMBER: PO Box 4119 3040 Avemore Square P1. Lynchburg, VA 24502 Charlottesville,VA22911 WWA NUMBER: FILE NAME: !DISCIPLINE. SCALE. DATE. Q Phone: 434.316.6080 Phone: 434.984.2700 CIVIL H: 1 "=50' 1 8 of 52 � ,; www.wwassoiciates.net 208026.45 802645C -C -17 Amend.dwg 815111 SHEET REVISION BY DATE N0. SHEET REVISION BY DATE V: in-10, 4) ,, [ �0— 9 3 a a i U UI O U r 3 a r v C'L oar'. t'n c c� 3 cc 0 r V O Z yb .q a 0 0 N a -o as CJ ) +00 11+00 12 +00 13 +00 STORM PROFILE 12 STRUCTURES 92 THROUGH 101 9 505 � 505 _41 U C3 500 d STORM PROFILE 29 /III STRUCTURE 93.3 THROUGH RG41 I I 500 :: 0 a 495 495 I 495 495 • EXISTING GRADE @ PROPOSED GRADE ® �I EXISTING GRADE @ . • PIPE 485 .PIPE 485 PIPE U 485 � PIPE 485 O N V 480 475 E 470 P{{ E 465 0 480 z i,..i Op < 475 wo J UJ °w 470 Z 465 � 6 –HDPE- a z p ¢ U_ 460 • 5 REVISED PROFILES PER BOND STREET REVISIONS 455 �I�I�, 455 a PROPOSED c .E LO 450 0 h •1n i■ o O 450 E Ell O"Y O II d' + E- 445 II .(0 II ~ ■ ¢>> 440 (n z z It .445 > z 440 > _ 00 00 6 00 0 LF 450 o t o NO. SHEET REVISION 36" 16 e TYPE 11 ALUMIN; r�di] S 11.68% r- 445 r< �. II w ~ " 445 - 440 V) z z_ ;zz440 N lz z 440 • I It 00 rf- cD 00 � 00 `t> ' > z z 440 _ n � N d- 0O © O 0..... ..._ -,..OWN- WWA NUMBER: • . • ,ate SCALE: r� J 500 00 �... ,� m . m ..... ... ,� ....... . .. CIVIL G H: 1 " =50' " 8/5/' - - - _ ao IK z „0 -. - _ V: 1 =10' _ • r� lit - . d. _. m 500 K) I U-) II ►� I _. L i L.... g I ... M r� 495 E o n - - ... p �._ PROPO GRADE ED @P cr _ � EXISTING ._ _ .._ - _ . _ �.. .. _ -_._ _ .._... ....... .... — tr tr p 495 GRADE_ . !� ._„� .. PtPE.... .... - ..... ......_... _ ............. _ :_ - ........ 490. h o _ - _ _. _._. _ _ _ — 490 XM• W - O r _ w cy . ............. ...._...._ .. _ _..... . -. — — _ -- - — - ..._ - E E 485 U I --� - -Q w _ -,h ElwvK _. - 485 MOWN o rE E MEE xr �} El( 4 E EE 23084 L 480 O w Y °...... z E E3 ,are �'" ~f rl€ .: =.E. '. pfi .... ...z ' . ........ .... ... 2. 8 LF __... .... _. w -15 -HDPE _ 480 •,.. o ..... _ 25.29 -LF 18 HDPE __._ -__ _. 8 HIDP _. __ _ _ ......15 _ >r.. ®1189' DPE . . -_ ..... _ _ . - ... .... __o_ .......... _. . - LF 475 F=- ¢ a 00.93% ...__.. - ..... _ .._ _ _ _ .._ ._ - _.. _ 00.66 475 0 o- - - STA 1 ©+ - �� - _._ 1111111 ■� - - - —� ..... - - 470 w WATER LI E XING - h o L Z .._. . - - - -- _ - - _ - - - - -- - . - -- - - - - 470 L Z _ ¢ �z .. _ __ `''- • _..... -- - fi8 HOPE - ..... - -- --- . ..-- - ...__ -- _. _ - -- -- �z p -- - MINI : _ - - -- -- _ - _ -- - -�z... -- 465 f- (A 0 L- 0- �z _ - - X3.51 %. - - -- + _: _ :. - _ - :. -- +_ Lr) -s :_ _ 465 ¢ p Z 2 ` Q- - - .. -- ...... - - - -- - -... - - - -.- - -- ___ ..... - ..... ......._ F . _ :W - - - - -- - - EEEII= ----- -- -- - -- - -- NONE - -- -- Q - Q - - - - -- 460 ¢ clt - ME • — _ - - ... ... ... --------- ___. ._.... -- - _... ......_._ . _ _- - - -- - _ _ � _ - - - - -- - 460 h ° • .... - _ _ . -- rn o �- w -- -- • ...._ -- - 455 ti - - - -- h _... .- - .. ,-. - --� - - - -- N - -- - -- -- - -- - -- - 455 II ... � of � • 0 . � r o - , .450 _ Cn _ - o - 171 _ z ) +00 11+00 12 +00 13 +00 STORM PROFILE 12 STRUCTURES 92 THROUGH 101 9 505 t 505 _41 U C3 500 d STORM PROFILE 29 N ca 500 0- STRUCTURE 93.3 THROUGH RG41 I I 500 :: 0 a 495 495 I 495 495 p 495 EXISTING GRADE @ PROPOSED GRADE ® �I EXISTING GRADE @ . • PIPE 485 .PIPE 485 PIPE U 485 � PIPE 485 O N V 480 475 E 470 P{{ E 465 0 480 z i,..i Op < 475 wo J UJ °w 470 Z 465 460 6 –HDPE- a z p ¢ U_ 460 • 5 REVISED PROFILES PER BOND STREET REVISIONS 455 : 455 a PROPOSED c .E LO 450 0 h •1n i■ o O 450 E Ell O"Y O II d' + E- 445 II .(0 II ~ ■ ¢>> 440 (n z z It .445 > z 440 > _ 00 00 6 00 0 LF VI t 505 Y 10 +00 U C3 500 d STORM PROFILE 29 3 STRUCTURE 93.3 THROUGH RG41 a :: 0 a 495 495 I 495 A p 495 EXISTING GRADE @ - �I PROPOSED GRADE CE PIPE . • 3 .PIPE 485 NINE � PIPE 485 O N . :� EXISTING GRADE 8 4 0 4 REVISED PROFILES PER NEW GRADING IN M C im crL 5 REVISED PROFILES PER BOND STREET REVISIONS z : LF - h¢ 470 a PROPOSED c .E > a 465 i■ -� E Ell N 460 ca N M 460 ■ 460 It 455 co N L6 460 N 455 4 � 0 LF 450 o t o NO. SHEET REVISION grim NO; ►a IlMiIIIIIIIIIIIIII �■mwI 450 0 450 °o o a'-o�t 445 + + - .. 445 o � > > >> - ' - - z - - N r+7 O r7 U') 00 d tf7 c0 (0 (6 cD (6 h 00 06 00 O O d O O 00 00 00 00 00 00 00 0) rn rn Cn d- 1 +00 11+00 12 +00 13 +00 14 +00 STORM PROFILE 11 STRUCTURES 92 THROUGH 97 9 505 t 505 Y U C3 500 d 0 • to � II J M " 500 :: �H 495 495 I 495 495 p 495 EXISTING GRADE @ - �I PROPOSED GRADE CE PIPE . • 3 .PIPE 485 NINE � PIPE 485 480 . :� EXISTING GRADE 8 4 0 480 �I 1ER �. 4 80 IN M C im 470 I / • %-- 0 w d- 470 ii : LF - h¢ 470 465 PROPOSED c .E > a 465 i■ -� E Ell 460 460 ca N M 460 ■ 460 It 455 co N L6 460 N 455 e � 0 LF 450 o t o LO 450 o a'• 00 �. 36" 16 e TYPE 11 ALUMIN; r�di] S 11.68% r- 445 r< �. II w ~ " 445 - 440 V) z z_ ;zz440 N lz z 440 • I It 00 rf- cD 00 � 00 `t> ' > z z 440 _ n � N d- 0O © O 0..... ..._ -,..OWN- WWA NUMBER: • . • ,ate SCALE: r� J 500 00 �... ,� m . m ..... ... ,� ....... . .. CIVIL G H: 1 " =50' " 8/5/' - - - _ ao IK z „0 -. - _ V: 1 =10' _ • r� lit grim NO; ►a IlMiIIIIIIIIIIIIII �■mwI 450 0 450 °o o a'-o�t 445 + + - .. 445 o � > > >> - ' - - z - - N r+7 O r7 U') 00 d tf7 c0 (0 (6 cD (6 h 00 06 00 O O d O O 00 00 00 00 00 00 00 0) rn rn Cn d- 1 +00 11+00 12 +00 13 +00 14 +00 STORM PROFILE 11 STRUCTURES 92 THROUGH 97 9 505 . 505 Y U C3 500 d N 0�0 500 • to � II J M " 500 :: �H 495 495 I 495 495 p 495 EXISTING GRADE @ - PROPOSED GRADE PROPOSED GRADE CE PIPE 485 .PIPE 485 NINE � PIPE 485 480 . :� LF HDPE .6490 480 8 4 0 480 �I 1ER �. 4 80 IN M C im 470 I / • %-- 0 w d- 470 ii E LF - h¢ 470 465 'C > a 465 i■ -� E Ell 460 460 ca N M 460 ■ grim NO; ►a IlMiIIIIIIIIIIIIII �■mwI 450 0 450 °o o a'-o�t 445 + + - .. 445 o � > > >> - ' - - z - - N r+7 O r7 U') 00 d tf7 c0 (0 (6 cD (6 h 00 06 00 O O d O O 00 00 00 00 00 00 00 0) rn rn Cn d- 1 +00 11+00 12 +00 13 +00 14 +00 STORM PROFILE 11 STRUCTURES 92 THROUGH 97 9 505 . 505 Y U C3 500 d N 0�0 500 • to � II J M " 500 :: EXISTING _ GRADE @ 495 495 I 495 495 p 495 EXISTING GRADE @ - PROPOSED GRADE PROPOSED GRADE CE PIPE 485 .PIPE 485 NINE � PIPE 485 480 . :� LF HDPE .6490 480 8 4 0 480 �I 1ER �. 4 80 a �, . 475 C 1 LF HDPE 475 470 I / • %-- 0 w d- 470 LO 1ri 00 470 E LF - h¢ 470 465 465 > a 465 U > °' 465 -� a 465 460 460 ca N M 460 cn N 06 460 460 It 455 co N L6 460 N 455 455 455 450 o t o LO 450 o a'• 00 � J O — o ' 450 c� o�CD h + 445 a r- o II 445 + ~ II r- 445 r< �. II w ~ " 445 - 440 V) z z_ ;zz440 N lz z 440 • I It 00 rf- cD 00 � 00 `t> ' 10 +00 10 +00 STORM PROFILE 26 STORM PROFILE 13 SOUTH SWM FACILITY TO STRUCTURE 92.1 STRUCTURES 93 THROUGH 93.1 JDB 11/18/11 DAT 12/01/11 BY I DATE I N0, I SHEET REVISION 10 +00 STORM PROFILE 14 STRUCTURES 94 THROUGH 94.1 BY I DATE 15 +00 9 505 (EX 95.1 iv 505 U C3 500 d _ • II J 500 N o :: EXISTING _ GRADE @ 495 I 495 p 495 p 495 EXISTING GRADE @ - • -�-• t, PROPOSED GRADE CE PIPE 485 � .� NINE PIPE • 480 . :� LF HDPE .6490 480 • , LF 480 . 475 ..... C : 470 I / �lA LO 1ri 00 470 E LF - h¢ 470 •HDPE 465 a� U > °' 465 -� a 465 460 I cn N 06 460 460 It , ” ml. co N L6 460 N 455 450 22 455 • LO 450 o a'• 00 rn • , • c� �.• w r- o II 445 + ~ II L - > > 4 r< �. II w ~ " 445 - • 00 O 1n C3 II d- 445 + ~ II ;zz440 d- N + m • I It 00 >> 440 v~i z z 10 +00 STORM PROFILE 14 STRUCTURES 94 THROUGH 94.1 BY I DATE 15 +00 9 505 (EX 95.1 iv 505 U C3 500 d _ • II J 500 N o - EXISTING _ GRADE @ 495 I 495 p 495 p 495 � PIPE 490 - NOTE: 10' 0 PROPOSED GRADE CE PIPE 485 � .� 3 485 _ 480 20A5 LF HDPE .6490 480 475 480 . 475 ..... _ 475 470 E 475 LO 1ri 00 470 X20 LF - h¢ 470 •HDPE 465 465 U > °' 465 -� a 465 460 cn N 06 460 460 It 455 11- co N L6 460 N 455 N 455 455 LO 450 o a'• 00 rn 455 O °• 450 ° 450 O 7 °' r- o II 445 + ~ II L J 't� 450 r< �. II w ~ " 445 440wzzz • 00 O 1n C3 II d- 445 + ~ II ;zz440 d- N + O � U_ II �. ~ " 445 " I It 00 >> 440 v~i z z . `t> ' > z z 440 _ n � N d- 0O 10 +00 STORM PROFILE 15 STRUCTURES 95 THROUGH 95.1 9 505 (EX 98. d- 505 87 _ N O -II N o T II -J 89 .. 495 VERT: 1"= p 495 p 495 EXISTING GRADE @ NOTE: 10' 0 EXISTING GRADE @ 490 Gk PIPE _ PIPE 485 _ 485 PROPOSED GRADE PIPE 480 . 480 ..... _ 475 PROPOSED GRADE 0 E 475 q PIPE 470 X20 LF - h¢ 470 •HDPE 465 PROJECT: STONEFI ELD U > °' 465 -� 460 cn N 06 460 It 455 11- 455 N 455 N 455 LO 450 o a'• 00 rn o O °• 450 .. r- o II 445 + ~ II AY— " + r< �. II w ~ " 445 440wzzz »_> 440 cn z z ;zz440 F> > z z 440 _ I It 00 - 4 00 . 9 505 (EX 9:1 4 505 87 _ M 500 Jao 500 _ 89 .. 495 VERT: 1"= p 495 EXISTING GRADE @ NOTE: 10' 0 490 1 . Gk PIPE _ 485 _ PROPOSED GRADE PIPE 480 . ..... _ 475 _ 475 470 50' r- 1 LF .d 470 • 465 PROJECT: STONEFI ELD HDPL 95% 11 465 -� 460 h N 0-) 460 It 455 11- II ... N 455 N II 4509' °• r- rn •- w 450 .. oI,-li 445 + ~ ICI w1 ..... r­q, + 11 v 445 440wzzz ;zz440 0:, K u> t) N �t N N � 10 +00 10 +00 STORM PROFILE 16 STORM PROFILE 17 STRUCTURES 98 THROUGH 98.1 STRUCTURES 99 THROUGH 99.1 1. FOR STORM PIPE AND INLET COMPUTATIONS SEE DWG C -23 AND C -23A. 2. A 3' MINIMUM COVERAGE IS REQUIRED OVER THE TOP OF ALL PIPES. 3. SAFETY SLABS (SL -1) ARE REQUIRED FOR MANHOLES WITH DEPTHS GREATER THAN 12 FEET. 4. STANDARD STEPS (ST -1) ARE REQUIRED FOR STRUCTURES WITH A DEPTH GREATER THAN 4 FEET. 5. ALL MH -1 STRUCTURES ARE 4' INSIDE DIAMETER (ID) UNLESS OTHERWISE NOTED. 6. INLET SHAPING (IS -1) IS REQUIRED FOR STRUCTURES WITH A FLOW DROP FROM INLET INVERT TO BOTTOM OF MANHOLE GREATER THAN 4 FEET. 7. ALL STORM SEWERS SHALL BE INSTALLED IN ACCORDANCE WITH THE VDOT ROAD AND BRIDGE STANDARDS AND SPECIFICATIONS. HDPE PIPE SHALL BE TYPE S, SMOOTH WALL INTERIOR, AND SHALL FOLLOW ALL BEDDING AND BACKFILL REQUIREMENTS PER VDOT STANDARDS FOR PLASTIC PIPE. 8. ADJUST TOPS TO MATCH FINAL FINISHED GRADE. 10 +00 11 +00 12 +00 (EX 9 YB 87 _ ....._ Y88 ... STRUCTURES EX 49 THROUGH 91 GRAPHIC SCALE MUST BE USED 89 .. VERT: 1"= 10' ... ..... NOTE: 10' 0 90 1 . 505 _ FINAL FINISHED GRADE. . ..... _ _ HORZ: 1" = 50' _ __ DESIGNED BY: DAT PROJECT: STONEFI ELD SET REV. NO. 505 1nEn II It II ... ENGINEERS N II .._ rn tl ._ ..... .. _ ........... ..... DRAWING NUMBER: ...... ...... o 1..... u> T1TLE: UTILITY PROFILES — STORM . J........ a... _. 0O © O 0..... ..._ WWA NUMBER: _... DISCIPLINE: SCALE: DATE: J 500 00 �... ,� m . m ..... ... ,� ....... . .. CIVIL G H: 1 " =50' " 8/5/' - - - _ ao ... -. - _ V: 1 =10' _ r� lit - . d. _. m 500 K) I U-) II ►� I _. L i L.... g I ... M r� 495 E o n - - ... p �._ PROPO GRADE ED @P cr _ � EXISTING ._ _ .._ - _ . _ �.. .. _ -_._ _ .._... ....... .... — tr tr p 495 GRADE_ . !� ._„� .. PtPE.... .... - ..... ......_... _ ............. _ :_ - ........ 490. h o _ - _ _. _._. _ _ _ — 490 XM• W - O r _ w cy . ............. ...._...._ .. _ _..... . -. — — _ -- - — - ..._ - E E 485 U I --� - -Q w _ -,h . _ _. - 485 o rE E - xr �} El( 4 E EE 23084 L 480 O w Y °...... z E E3 ,are �'" ~f rl€ .: =.E. '. pfi .... ...z ' . ........ .... ... 2. 8 LF __... .... _. w -15 -HDPE _ 480 •,.. o ..... _ 25.29 -LF 18 HDPE __._ -__ _. 8 HIDP _. __ _ _ ......15 _ >r.. ®1189' DPE . . -_ ..... _ _ . - ... .... __o_ .......... _. . - LF 475 F=- ¢ a 00.93% ...__.. - ..... _ .._ _ _ _ .._ ._ - _.. _ 00.66 475 0 o- - - STA 1 ©+ - 4 - _._ - - - ..... - - 470 w WATER LI E XING - h o L Z .._. . - - - -- _ - - _ - - - - -- - . - -- - - - - 470 L Z _ ¢ �z .. _ __ `''- _..... -- - fi8 HOPE - ..... - -- --- . ..-- - ...__ -- _. _ - -- -- �z p -- - - : _ : _ - - -- -- _ - _ -- - -�z... -- 465 f- (A 0 L- 0- �z _ - - X3.51 %. - - -- + _: _ :. - _ - :. -- +_ Lr) -s :_ _ 465 ¢ p Z 2 ` Q- - - .. -- ...... - - - -- - -... - - - -.- - -- ___ ..... - ..... ......._ F . _ :W - - - - -- - - ----- -- -- - -- - -- -.__ - -- -- Q - Q - - - - -- 460 ¢ clt - - o -- - - ... ... ... --------- ___. ._.... -- - _... ......_._ . _ _- - - -- - _ _ � _ - - - - -- - 460 h ° • .... - _ _ . -- rn o �- w -- -- ...._ -- - 455 ti - - - -- h _... .- - .. ,-. - --� - - - -- N - -- - -- -- - -- - -- - 455 II ... � of � 0 . � r o - , .450 _ Cn _ - o - 171 _ z n LL z o w - __-- 450 •h CO _ _0 - ChA - O L M. Z o oQ h z O�t N _ a0 � z p ° Z p N z �: - p z N dO 445 + + - + r =� + �- h 11 _ 445 _-- .... _ tz - - -- -- - o -- o �.._._ - -- w ¢ z - - -- u.r - o _ ¢ z w - ¢ . w _. z __. - o - z ....... z z z w-w -- O > - o 440 z z Z_ z cn. z _z...._.. -- - - -_ - z_z._z. z - -- ... cn- - - -cn zz -- ....._. cn - ....._cn r- .... -- - -cn - -- _ - z 440 N 0 0) U-) N O r (6 00 c0 00 (6 00 00 r_� 00 o6 00 0; 00 C7 00 O d •- rn N Cn N d 10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 16 +00 STORM PROFILE 10 IF THIS DRAWING IS A REDUCTION STRUCTURES EX 49 THROUGH 91 GRAPHIC SCALE MUST BE USED VERT: 1"= 10' NOTE: 10' 0 10' ADJUST TOPS TO MATCH — FINAL FINISHED GRADE. 50' 0 50' HORZ: 1" = 50' AEW DESIGNED BY: DAT PROJECT: STONEFI ELD SET REV. NO. 9 ENGINEERS TOWN CENTER — FINAL SITE PLAN AMENDMENT BY: SURVEYORS DRAWN ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: REG T1TLE: UTILITY PROFILES — STORM PLANNERS C-- 19 DINR BY. AsSOCIATES HFW SHEET NUMBER: WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: PO Box 4119 304(0 Avemore Square Pl. Lynchburg, VA 24502 Clnulottesille,VA22911 Phone: 434.316.6080 Plhone: 434.984.2700 www.wwassocziates.net 208026.45 802645C_C- 19- Amend.dwg CIVIL G H: 1 " =50' " 8/5/' 20 of 52 V: 1 =10' 3 'C7 C N U U� 0 00 3 0 a A 9 F° eld C 0 4 0 5 n. 'g N o°o rN 10 +00 11+00 12 +00 13 +00 14 +00 STORM PROFILE 3 SWM 5 THROUGH 72 10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 16 +00 STORM PROFILE 1 STRUCTURES 72 THROUGH 82 495 T _ 752 75.3 C+ST+N cV 490 � 505 � _ __ : 485 505 485 480 EEC 480 1 475 f ••� � 3 S 6 CS�S6j�'E6EF ° I� E6IE 475 � 470 ■ 470 500 N Wit' 00 465 GRADE 0 0 0 465 -W P- 00 ■t :e11��7■ _. to 500 cd `r 460 455 >; 455 495 __ 450 M to .= 4 450 : _ cr _.. � 495 _.._ EX1STlhl 445 PROPOSED _ _. _ _. ■ 1 • r 440 O °• :GRADE @ .: __ Ld LL.. 440 GRADE 0 490 O O II 435 + F_ ■ LL LL. 435 _. cri � P1PE _ 490 485 `- - z z 430 -- _ n ;t 00 d- 00 00 d _. _ __ 485 i • 480 i _ _. _ 480 E; i�Gr mm _ ■ Q 475 ie: i�wrFar•i � a i� 475 R 3 3 127 3 9, vii. �. HDPE �. _ �a.5 6 %- • 15 - HDP 7425 Lf_ 18 HDP 90% ®0,55% 470 ELIO • ■ .• _ 470 465 _: • • ° ° „ ° 7 e 465 460 A A _`° co 460 _ ■ _ _ 4,30 co -co 455 455 CD I� 00 O r iD ....... to ' � F,ci _... � � � _ 'm N N tf') .... h, h _W n 450 450 o to 0) 0 No ��,�,o �,�ao co 00 c� 00 + `-'. 445 � tt _. __. 445 �O - -_ �O -- _ - -- - Q_ -__ moo= - 440 � z z -z__ _.._ Z _� _ _ _ Z Z __ Z Z._Z.._Z Z V) - Z - Z Z __..... 440 �n d- 0') LO o 110 rn� � LO r7 4 � d-' L6 L6 0�0 Od0 � � �. d- 13 +00 14 +00 15 +00 16 +00 STORM PROFILE 1 STRUCTURES 72 THROUGH 82 495 495 C+ST+N cV 490 � to p 490 - 485 485 480 EEC 480 1 475 f ••� � 3 S 6 CS�S6j�'E6EF ° I� E6IE 475 � 470 ■ 470 8SE 465 GRADE 0 0 0 465 -W P- _ ■t :e11��7■ 460 � : ■ cd `r 460 455 >; 455 450 M to .= 4 450 Pmk. 445 co to < of w 445 D 1 01 C C ■ 1 • r 440 O °• Ld LL.. 440 r O O II 435 + F_ ■ LL LL. 435 cri oo �Q 430 V) z _ `- - z z 430 -- _ n ;t 00 d- 00 00 d N Ln 00 d- 10 +00 STORM PROFILE 30 STRUCTURES 81 THROUGH 81.1 7x ).4 7;1: (T).7 7 .6 75.2 . ..... .... ..._ 505 505 505 505 505 _ _ 505 505 505 00 co -II cn p ca II II co ..... rq .....11 _...LO ca _ ..............ao Oa C) J p2...p -� NJCjpcVJ a) r7 Ipl 500 � :.. - 500 500 . K 500 m „ °o - oo r- - 500 d d d= ' 500 500 d _ d 500 �I - _ - - - - - I _ -I �_ 495 ix w0 495 495 Of p 495 �o7�Fo �o - �o 495 495 495 EXIST4NG PROPOSED PROPOSED PROPOSED PROPOSE© GRADE ::@ GRAD GRADE @ - 490 .... ..... E ® 490 GRADE ® - EXISTING 490. GRADE - -� _ PtP.._ _. _ __ 490 EXISTING . .... _ EXISTING PIPE - q- PIPE PIPE GRADE @ -- PIPE GRADE @ GRADE @ ........ _..._._ ...._.- PIPE .......... ............ 485 -- PIPE 485 485 PIPE 485 485 485 485 ...... 480 480 480 480 480 ,, 480 480 480 r .._ -._e x ... ....... :: E -. p '. �: 475 475 475 475 „_ 475 475 475 PE 475 • 24.42 LF 15. 2 ILF 14.5 LF 15 0 LF 1.72% 15" - M PE 470 470 15" HDIPE 470 470 15• DPE 15" HDPE 470 470 470 • 465 465 465 465 _ ..... __ 465 465 465 465 9 ...... _- _- ._. ...... .. -. ..- 460 rC°• -- 460 460 460 .. 460 460 460 460 M M ►7 M- Uo_. to ............................. .................. ..... ­­ j_­'j!S­­ j­ ............ �­­j . ........ ............ ............. ............. ter._.._r t!1 _ d d- ....._ d- d• to 455 -II A - 455 455 II A 455 455 455 455 -- - 455 N N tQ..._. _ -_ cohM �,\ O tf3 to ......... O t0 O to to to 0 V) _ PC 450 0 "� m -< + d: 450 450 o u? co r' N d; 450 450 0 r7 0 °' O "? 450 450 0 r� ao o 450 • . r� oo Od-"� ©.._mod- o�'� � Of rnd C; 001w. C �� o n o cis t>r h O EL O N h I1 r.ss...._, +IId � +II oII III � "III °IId -t,_ - N11 445 + II - -+ 445 445 ~ II ~ 445 445 + �- +_t- �- _ v + 445 445 + rl -" .............. + }- 445 �-Q_ -- �Q �O -- TO Q r Q - - - Q - _ .._r -O H F= ~ZZZ_Z. F-Z �> > > >> �> H > >.> > 440 cn z z z Z...cn z 440 440 cn - - - - - 440 440 vn Z_ cn z z -z z cn ? 440 440 N z._z_z ? 440 d ca r• o N N N N vi Mj N P 3 4 L6 d d- d- d- � d4- � � 10 +00 11 +00 12 +00 13 +00 14 +00 10 +00 10 +00 10 +00 10 +00 11 +00 STORM PROFILE 2 STORM PROFILE 7 STORM PROFILE 8 STORM PROFILE 9 STORM PROFILE 5 STRUCTURES 75 THROUGH 75.10 STRUCTURES 75.1 THROUGH 75.4 STRUCTURES 75.1 THROUGH 75.5 STRUCTURES 75.6 TO 75.2 TO 75.7 STRUCTURES 79 THROUGH 79.1 NOTES: 1. FOR STORM PIPE AND INLET COMPUTATIONS SEE DWG C -23 AND C -23A. 2. A 3' MINIMUM COVERAGE IS REQUIRED OVER THE TOP OF ALL PIPES. 3. SAFETY SLABS (SL -1) ARE REQUIRED FOR MANHOLES WITH DEPTHS GREATER THAN 12 FEET. IF THIS DRAWING IS A REDUCTION 4. STANDARD STEPS (ST -1) ARE REQUIRED FOR STRUCTURES WITH A DEPTH GREATER THAN 4 FEET. GRAPHIC SCALE MUST BE USED 5. ALL MH -1 STRUCTURES ARE 4' INSIDE DIAMETER (ID) UNLESS OTHERWISE NOTED. VERT: 1" = 10' 6. INLET SHAPING (IS -1) IS REQUIRED FOR STRUCTURES WITH A FLOW DROP FROM INLET INVERT TO BOTTOM OF MANHOLE GREATER THAN 4 FEET. 10' 0 10' 7. ALL STORM SEWERS SHALL BE INSTALLED IN ACCORDANCE WITH THE VDOT ROAD AND BRIDGE STANDARDS AND SPECIFICATIONS. HDPE PIPE SHALL BE TYPE S, SMOOTH WALL INTERIOR, AND SHALL FOLLOW ALL BEDDING AND BACKFILL NOTE: REQUIREMENTS PER VDOT STANDARDS FOR PLASTIC PIPE. ADJUST TOPS TO MATCH FINAL FINISHED GRADE. 50' 0 50' 8. ADJUST TOPS TO MATCH FINAL FINISHED GRADE. HORZ: 1 " = 50' JDB 11/'18/11 ,® DESicNEDDAT. PROJECT: STONEFIELD SET REV. NO. DAT 12/01 /11 �H 9 lei _p ENGINEERS TOWN CENTER - FINAL SITE PLAN AMENDMENT DRAWN BY: SURVEYORS REC ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: F F1 IHR Y: TITLE: C -2O PLANNERS D B UTILITY PROFILES - STORM .� HFW SHEET NUMBER: PO Box 4119 30410 Avemore Square Pl. Lynchburg, VA 24502 chulottesville, VA 22911 WWA NUMBER: FILE NAME. DISCIPLINE: SCALE. DATE: iJ Phone: 434.316.6080 Phone: 434.984.2700 nO�On�•�� 802645C_C -20 Amend•dwg CIVIL H' 1`50' 81511 1 2 1 Of 52 L L " ' BY DATE NO. SHEET REVISION BY DATE � � www.wwassodateanel V: 1 =10 trN 10 +00 11 +00 STORM PROFILE 4 STRUCTURES 72.1 THROUGH 72.4 REVISED PROFILES PER NEW GRADING REVISED PROFILES PER BOND STREET REVISIONS SHEET REVISION ' � 3 ■ = ■ _ ■t :e11��7■ � : ■ 111,1 i�■aMNrZINViM D 1 01 C C ■ 1 • -� ■ i • i i�Gr mm ■ ■ i�wrFar•i � C i ELIO • ■ .• • • ° ° „ ° 7 e A A ■ 4,30 10 +00 11 +00 STORM PROFILE 4 STRUCTURES 72.1 THROUGH 72.4 REVISED PROFILES PER NEW GRADING REVISED PROFILES PER BOND STREET REVISIONS SHEET REVISION r b c r N U Ur N 3 v a cn 3 C 0 -�'- 4 0 5 a E N NO. REVISED PROFILES PER NEW GRADING REVISED PROFILES PER BOND STREET REVISIONS SHEET REVISION 10 +00 11+00 STORM PROFILE 18 STRUCTURES EX22.1 THROUGH 106 SW X221 03;_ :: 85: 104 : - ------ - .105 __ 10 �• of 515 515 O. p J _ -t1 _ --:� wll _ .. _ 510 o m - 06 515 485 -CF 490 Nom _ _ 5010 ::,. - 1 ... 490 �__� o:II PIPE .- 485 ° 505 510 .485 _ _ m 00 _ 500 ,n .. d:: 510 500 ONCE] GRADE @ _ 510 � C PIPE JI n... to ...._co -� � :: - _ _... __. R ° 480 � 505 zw _ ° -° ° _ ° `� .._ ..._ . 490 .. PROPOSE ,475 505 GRADE w. 485 500 GRADE @ 485 o wo � luw� PIP GRADE @ 485 PIPE - 39.98 LF �z PIPE � E 15" HOPE -�. 470 ¢ cr i- LL- o =) J 480 Q J ° ;.... - 500 °¢ • 465 w _ 475 475 - ;E 465 z 470 500 490 470 470 � idtR 38`35 LF 475 , . _ EXISTING n _ 151` - IDP -- pq DPE GRADE @ o Z 00.65 Q0 GRA E @ O rn 0 GRAD `n `� 495 455 470 ........... _ - _. PI E 41 PI RE _z ........ .... p 485 495 c~n z z 450 z 450 °'. � 7 450 Z c0 LO ®0.52 4610 490 445 r + 480 r- U � 445 r 00 A to 490 485 -- CC('p( p fE 3�, ➢.i�.o... e F Y; o.._.,�. B°`.� E .. .3a5P u.... �p E.... rFy� - � �1 � 6 -50 t 440 o 485 ¢ ° - ....�.SEC,C ®.19% 0 cN 0275 • ca m 450 480 + r_� 6 435 470 OA mot- a 480 435 ....... " HD E _ .11 _ Q >> 475 > -0- ...... .0.99 :;: z z z > 475 465 11-. L _. ....... 00 K _ d 00 440 470 O 0 ° � ..... .. Ln ,. N cc' 470 Ln U-) 0 0 o CC) co 455 r T IL.._� LL + c� co _ M + II ;- 455 �o_ _ moo ¢ Q .... 465 450 �zzz ..... Qf of _ .. of 465 n - -- ..... n..... .... o ...... V- .... ..... ... _ Lid �- 460 _. "t'I"W c•� .�..... � `�? `" : °. a LL- °:... :.. _ . �` 460 cp LO L m _... `F r =. 00 .... °°• r'3 ¢ uj- 00..... o p dam- to °� oo 00 ... O : : °(� :::: M �► l t° 0 455 ca O. OD II �t + � d- � 11 r _... II d" � If _ II � 455 z- - __... rp_ _ _rp- a.. c _ 450 <x -> - ? _ _ >- _ r�..z.. (L > >_ >.>. > >t z -z z v� > z 450 cn o 110 a -qr o rn cfl cli O O N N 14- 'd- -t NJ- It REVISED PROFILES PER NEW GRADING REVISED PROFILES PER BOND STREET REVISIONS SHEET REVISION 10 +00 11+00 STORM PROFILE 18 STRUCTURES EX22.1 THROUGH 106 10 +00 STORM PROFILE 27 STRUCTURE SWM23 THROUGH 85 JDB 11/18/11 DAT 12/01/11 BY I DATE I NO. SW 23 F 85: _ M 515 495 0 �• of 515 - O. 495 J 505 -t1 d wll 515 .. 510 o m - 06 ... 485 -CF 490 J _ _ 5010 ::,. - 1 ... 490 �__� 505 PIPE .- 485 ° 505 475 .485 N C6 465 M PROPOSED 500 - 485 510 500 ONCE] GRADE @ � � -- � � C PIPE 495 � 495 p 480 � :: - .. R ° 480 � 0 0 15" zw HDPE EXISTING GRADE 490 F °¢ - EXISTING 490 v PROPOSE ,475 4 PIPE GRADE w. 485 500 GRADE @ 485 o wo � luw� PIP GRADE @ 485 PIPE - 39.98 LF �z PIPE � E 15" HOPE -�. 470 ¢ cr i- LL- - 06,25% =) J 480 470 Q J ° ;.... - °¢ • 465 w _ 475 475 - ;E 465 z 470 490 470 470 � idtR 38`35 LF 475 , . EXISTING 460 n " 151` - IDP -- pq DPE GRADE @ o Z 00.65 Q0 0 ... PIPE O rn 0 ¢ Ez `n 460 `� a0 ° d O 455 470 ........... 0 11 `r + ~ II - II ~ 455 41 c- O - _z ........ .... p 485 450 c~n z z 450 z 450 °'. � 7 450 Z c0 LO ®0.52 4610 - 445 r + 480 r- U � 445 r 00 T to r 480 J....... Q. .. ... -a d' 455 440 o 00 LO: - ¢ ° - 440 oLn� 0 cN cb h `n 450 + + r_� 6 435 470 OA mot- a 0 + 435 ��...._.......... ....__...._ 470 p_. �-_ .11 _ Q >> > -0- �- 430 c„ z z z - 430 465 4410 00 K _ d 00 440 O 0 ° � :to N.d. 0 .. � N LID 460 10 +00 STORM PROFILE 27 STRUCTURE SWM23 THROUGH 85 JDB 11/18/11 DAT 12/01/11 BY I DATE I NO. 10 +00 STORM PROFILE 20 STRUCTURES EX43.2 THROUGH 107 =I"= CV �2 1 7 _ M 515 i 0 �• of 515 - O. 11 J 505 41 .. wll 515 .. 510 II m - II 510 485 -CF N . ........ . J 495 5010 -5 - 1 ... a �__� 505 PIPE .- 485 ° 505 475 _ N C6 465 M PROPOSED 500 p PRnpnqFnl 510 500 ONCE] GRADE @ � � -- � � C PIPE 495 � 495 p TO � :: 495 .. R ° �,x1 � 0 0 15" zw HDPE EXISTING GRADE 490 F °¢ - EXISTING 490 v EXISTING GRADE 4 PIPE GRADE w. 485 500 EXISTING 485 w uj � luw� PIP GRADE @ 485 _ - 39.98 LF �z PIPE � E 15" HOPE -�. 15" HDPE 480 i- LL- - 06,25% =) J 480 pe Q 480 r - °¢ • 0 6a J.. 475 475 - ;E 475 470 490 470 470 � idtR 470 475 , . 11 490 `r 465 151` - IDP -- pq DPE 465 470 Q0 0 ... 460 O rn 0 X L' `n 460 `� a0 ° d O 00 � 470 455 0 11 `r + ~ II - II ~ 455 41 c- O - _z ........ .... p 485 450 c~n z z z v z 450 °'. � 7 485 Z c0 LO ®0.52 4610 - O r + 480 r- U � d- r 00 10 +00 STORM PROFILE 20 STRUCTURES EX43.2 THROUGH 107 =I"= CX 4 :109 _ M 11 i 0 �• of ■ll�d�i:� - �r II 495 ° T, cD II 505 41 .. wll 515 .. cD II �- II PROPOSED GRADE 0_7\ 485 -CF id J 495 5010 00 470 a �__� 470 PIPE .- 485 .. 475 _ N C6 465 M PROPOSED C: 0) . 510 GRADE @ ONCE] � � � -- � � C ° 495 � 495 0 ;�� TO � :: D . 1.08% 47T .. R ° �,x1 � 0 0 15" N HDPE EXISTING GRADE d- 00.87 %490 - EXISTING 500 v EXISTING GRADE 4 PIPE GRADE @ 485 500 w 0 Q GRADE @ PIP 485 485 PIPE . �z 485 � 485 480 -�. 15" HDPE RE 480 z =) J 495 pe 480 r - 0 .. • 0 6a J.. 475 ;E 470 490 z rj p° 470 � idtR 530 475 , . 10 +00 STORM PROFILE 35 STRUCTURE 75.8 TO 75.3 TO 75.9 SHEET REVISION BY I DATE 10 +00 11 +00 STORM PROFILE 21 STRUCTURES EX24, 109 THROUGH 110 CX 4 :109 _ M 11 i 0 505 515 - �r II 495 ° T, cD II 505 41 � wll 515 I cD II i i II ... 485 -CF id J 495 5010 00 470 a 505 470 t°J 485 510 475 _ N C6 465 M PROPOSED 500 0) . 510 GRADE @ 1 d 495 � � -- � � < ° 495 505 495 0 TO � :: 495 - R ° 505 � 0 0 15" N HDPE EXISTING GRADE d- 00.87 %490 - EXISTING 500 v EXISTING GRADE 4 PIPE GRADE @ 485 500 w 0 Q GRADE @ PIP 485 485 PIPE - �z 485 � 485 480 F- Lj_ 15" HDPE RE 480 z =) J 495 pe 480 r - 480 475 495 J.. 475 ;E 470 490 z rj p° 470 � idtR 530 475 , . 465 490 `r F ¢ 151` - IDP -- 1 DPE cn - 470 Q0 0 ... o 460 286 LF `� 460 465 D�N 470 + p v+ 41 O 455 465 485 r? w ° 455 460 17826 465 °'. � 7 485 Z 450 ®0.52 4610 - 450 + + 480 r- U 455 r 00 T to r 480 J....... Q. .. ... d' d' 455 0 cn z 475 ¢ w ? 450 4510 0 475 h `n 450 r_� 6 r- 470 OA mot- a 0 + -rte I 1_ II 470 445 �-_ .11 _ rn y -0- �- 465 r-0 ... Y ..... L - --- 465 4410 00 K _ of z 440 460 0 ° ° :to N.d. 0 .. � N rn 460 Ln U-) In CID CC) co 455 O II N IL.._� LL + c� co _ M + II ;- 455 �o_ _ moo - .. .. . ........ 1I ......... .... o 450 �zzz : (nzzz Paz Vz 450 n - -- n - -- o f V- � r, d- cp LO L 10 +00 11 +00 STORM PROFILE 21 STRUCTURES EX24, 109 THROUGH 110 21 10 +00 10 +50 STORM PROFILE 36 STRUCTURE 75.11 TO 75.10 TO 75.12 3 ADJUST TOP TO MATCH FINAL FINISHED GRADE. REMOVE EX. MH TOP AND REPLACE WITH D1 -36. L =6' 5 � 1 u _ M 11 II 500 03 505 515 - �r II 495 ° T, cD II 505 41 � 00 490 I cD II - 510 ui 485 -CF id J 495 5010 00 470 a 505 470 500 485 480 480 475 X N C6 465 M PROPOSED 500 v 75 GRADE @ 1 d 495 � � -- � � < ° 495 455 495 0 TO z 450 495 - PROPOSED O 00 d 11.50 LF � 0 0 15" N HDPE GRADE @ d- 00.87 %490 - EXISTING PIPE EXISTING _ N cfl 4- GRADE @ 485 w °w w 0 GRADE @ Z PIPE 485 485 PIPE - �z 485 485 480 F- Lj_ 15" HDPE RE 480 z =) J 480 480 r 480 475 Q G: J.. 475 470 ,O 475 470 475 530 475 465 475 `r 151` - IDP -- 1 DPE cn - 470 Q0 0 ... o 460 470 O 0 `� 460 465 D�N 470 + p v+ 41 O 455 465 0 455 460 O - ZZ. 465 °'. � 7 Q> >> > 450 c~r> z z 4610 ? 450 + + :_I 460 455 r 00 T to r 455 - d' d' 455 0 cn z ? to ?- K w ? 450 4510 0 h `n 450 r_� 6 r- OA mot- O It 0 + -rte I 1_ II 445 �-_ .11 _ _ F- 445 -0- �- r-0 L - --- > 4410 cn K _ _ z 440 00 CO 00 Ln U-) In CID CC) co 21 10 +00 10 +50 STORM PROFILE 36 STRUCTURE 75.11 TO 75.10 TO 75.12 3 ADJUST TOP TO MATCH FINAL FINISHED GRADE. REMOVE EX. MH TOP AND REPLACE WITH D1 -36. L =6' 10 +00 STORM PROFILE 22 STRUCTURES EX24 THROUGH 108 505 EX � 1 8 _ M 515 II 500 03 ° 515 00 �r II 495 ° T, cD II T m '� EXISTING GRADE @ � .. 490 505 510 ° 505 - 510 510 485 PIPE PIPE 485 495 495 505 EXISTING GRADE @ �� F � PIPE E 475 470 a 505 470 485 485 480 480 475 X N C6 465 470 PROPOSED 500 v uj - GRADE @ Ln 460 ° ° d d: 460 cO• 460 PIPE cn t} < 455 0 ~ 455 495 0 TO z 450 495 - rn O 00 d' O 00 d 11.50 LF � 0 0 15" N HDPE 490 p ¢ d- 00.87 %490 w0 O z 450 EXISTING _ N cfl 4- �t c6 � EXISTING 485 w °w w 0 GRADE @ Ln 485 w ° PIPE -- �z 485 N 480 F- Lj_ 15" HDPE 480 z =) J ®0.570 480 r 475 Q G: J.. 475 470 ,O 475 470 475 465 `r 465 470 cn - 470 Q0 0 ... o 460 0 ° O 0 `� 460 465 D�N w�� + p v+ 41 O 455 0 0 455 460 O - ZZ. V7.O °'. � 7 Q> >> > 450 c~r> z z .zn ? 450 + + :_I + 455 r 00 T r d' d' 10 +00 STORM PROFILE 22 STRUCTURES EX24 THROUGH 108 505 E 5 515 .1 505 _ M _- I c II 500 03 ° -' 500 00 �r II 495 ° 0i 510 m - ° 495 T m '� EXISTING GRADE @ � .. 490 505 PROPOSED GRADE @ ° 505 PROPOSED 510 GRADE @ 485 PIPE PIPE 485 495 495 480 475 EXISTING GRADE @ �� F � PIPE E 475 470 15" HDPE PIPE 470 485 485 480 480 475 X N C6 465 470 465 465 - uj - 11.50 - -LF: Ln 460 ° ° d d: 460 cO• 460 L cn t} II d- + ~ 455 0 ~ 455 `� + Oz 450 c ) z z TO z 450 460 ° °' - rn O 00 d' O 00 d 450 N z z 1 _9 109.1 515 515 _ M _- I c II 500 N 00 J 510 0i 510 a 495 ° _ m '� EXISTING GRADE @ � .. SET REV. NO. 9 505 .cpJ ° 505 PROPOSED 510 GRADE @ C -21 PIPE 500 495 495 EXISTING 1.24 LF GRADE @ 15" HDPE PIPE 04.84% 485 485 480 480 475 475 470 470 465 465 TL PIPE 470 11.50 - -LF: 460 O `� d...... d d: 460 OHO L cn t} II d- + ~ ul 011 + ~ 455 II 455 w 460 ° °' 495 °• 460 450 N z z � z 450 N 00 6 L6 d- `- 10 +00 STORM PROFILE 23 STRUCTURES 109 THROUGH 109.1 ADJUST TOP TO MATCH FINAL FINISHED GRADE. REMOVE EX. MH TOP AND REPLACE WITH DI -3B. L =6' 505 E 4 .1 505 4 515 500 N 00 , � -' 500 -° a 495 ° _ m '� EXISTING GRADE @ � _ SET REV. NO. 9 490 .cpJ PIPE 490 510 485 C -21 485 - 510 23.04 LF 15 " HOPE E 480 WWA NUMBER: 208026.45 505 08.33 475 SCALE: H: 1, =50; V: =1'0 © PROPOSED GRADE @ 505 470 TL PIPE 470 11.50 - -LF: PROPOSED x r- " F 465 465 PIPE w 460 ° °' 495 °• 460 495 �r-- O C) �t o% 455 a � d F- 455 O z 450 cn z z O z 450 EXISTING _ N cfl 4- �t c6 � 10 +00 STORM PROFILE 24 STRUCTURES EX26, 111 THROUGH 112 NOTES: 1. FOR STORM PIPE AND INLET COMPUTATIONS SEE DWG C -23 AND C -23A. 2. A 3' MINIMUM COVERAGE IS REQUIRED OVER THE TOP OF ALL PIPES. 3. SAFETY SLABS (SL -1) ARE REQUIRED FOR MANHOLES WITH DEPTHS GREATER THAN 12 FEET. 4. STANDARD STEPS (ST -1) ARE REQUIRED FOR STRUCTURES WITH A DEPTH GREATER THAN 4 FEET. 5. ALL MH -1 STRUCTURES ARE 4' INSIDE DIAMETER (ID) UNLESS OTHERWISE NOTED. 6. INLET SHAPING (IS -1) 1S REQUIRED FOR STRUCTURES WITH A FLOW DROP FROM INLET INVERT TO BOTTOM OF MANHOLE GREATER THAN 4 FEET. 7. ALL STORM SEWERS SHALL BE INSTALLED IN ACCORDANCE WITH THE VDOT ROAD AND BRIDGE STANDARDS AND SPECIFICATIONS. HDPE PIPE SHALL BE TYPE S, SMOOTH WALL INTERIOR, AND SHALL FOLLOW ALL BEDDING AND BACKFILL REQUIREMENTS PER VDOT STANDARDS FOR PLASTIC PIPE. 8. ADJUST TOPS TO MATCH FINAL FINISHED GRADE. NOTE: ADJUST TOPS TO MATCH FINAL FINISHED GRADE. IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1 " = 10' 10' 0 10' 10 +00 E1 2 STORM PROFILE 34 515 STRUCTURE EX 48 THROUGH 48.1 1!7 50' 0 515 HORZ: 1" = 50' DESIGNED BY: DAT PROJECT: TOWN STONEFIELD CENTER - FINAL SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA SET REV. NO. 9 °OJ .cpJ 510 UTILITY PROFILES - STORM C -21 - - 510 SHEET NUMBER: WWA NUMBER: 208026.45 505 DISCIPLINE: CIVIL SCALE: H: 1, =50; V: =1'0 © ° 505 11.50 - -LF: PROPOSED 500 Q " GRADE @ @0.87 - PIPE 495 p 495 z we EXISTING 490 Q° GRADE @ w 0 PIPE 485 w ° -- 17.64 LF 485 N 15" HDPE z ®0.570 480 r 480 J.. ......... 475 ¢ 475 470 470 465 465 O 0 0 460 07c> a °'. � 7 460 455 + + :_I + 455 T r 450 cn z ? to ?- K cn ? 450 O r- r_� 6 OA mot- O It 10 +00 STORM PROFILE 24 STRUCTURES EX26, 111 THROUGH 112 NOTES: 1. FOR STORM PIPE AND INLET COMPUTATIONS SEE DWG C -23 AND C -23A. 2. A 3' MINIMUM COVERAGE IS REQUIRED OVER THE TOP OF ALL PIPES. 3. SAFETY SLABS (SL -1) ARE REQUIRED FOR MANHOLES WITH DEPTHS GREATER THAN 12 FEET. 4. STANDARD STEPS (ST -1) ARE REQUIRED FOR STRUCTURES WITH A DEPTH GREATER THAN 4 FEET. 5. ALL MH -1 STRUCTURES ARE 4' INSIDE DIAMETER (ID) UNLESS OTHERWISE NOTED. 6. INLET SHAPING (IS -1) 1S REQUIRED FOR STRUCTURES WITH A FLOW DROP FROM INLET INVERT TO BOTTOM OF MANHOLE GREATER THAN 4 FEET. 7. ALL STORM SEWERS SHALL BE INSTALLED IN ACCORDANCE WITH THE VDOT ROAD AND BRIDGE STANDARDS AND SPECIFICATIONS. HDPE PIPE SHALL BE TYPE S, SMOOTH WALL INTERIOR, AND SHALL FOLLOW ALL BEDDING AND BACKFILL REQUIREMENTS PER VDOT STANDARDS FOR PLASTIC PIPE. 8. ADJUST TOPS TO MATCH FINAL FINISHED GRADE. NOTE: ADJUST TOPS TO MATCH FINAL FINISHED GRADE. IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1 " = 10' 10' 0 10' 10 +00 STORM PROFILE 34 Fm STRUCTURE EX 48 THROUGH 48.1 1!7 50' 0 50' HORZ: 1" = 50' DESIGNED BY: DAT PROJECT: TOWN STONEFIELD CENTER - FINAL SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA SET REV. NO. 9 DRAWN BY: REG DRAWING NUMBER: TITLE: UTILITY PROFILES - STORM C -21 DIHR BY: HFW SHEET NUMBER: WWA NUMBER: 208026.45 FILE NAME: 802645C -C -2f Amenddw 9 DISCIPLINE: CIVIL SCALE: H: 1, =50; V: =1'0 DATE: 8�5�1 1 22 of 52 w „N t;, ..+.�.. 43.2 _ - 90 T l r r 1 � = 16 +c)-I SEE HIS SHEET - - - �, DISTRICT' " 1 i . STR 97 AVENUE � . ,� / i i , S A a . I - ) ✓,c �, f , ° � � - t Ibg . -, _ � - ,n �- j-t�om _->' -\ . . :`� e� ,,�� - • - - . u, . - -- - -- - 'f 9 � :9} - .�7MM _ _- 490 min i BUII.DING EDUCTION = i ;� _ \�; (1- �I -III - 4 v� IF THIS DRAWING IS A R 1 { r � ` � (REVISED 6 I GRAPHIC SCALE MUST BE USED \'� v 512 FFH= 193.5' -- v, z - SCALE: 1 = 60 - -- _ 5. - -- c� fn /(►7���� S R 5 _ _. .., +-� ... -�v4- 1 i FFE= 493.5' - ,,. � �9 .A -0.5 AG- �aPK�N �� ; , N� i r" TR 952 y / y aiR oi.•r .. .. FILT RRA a Ci�5 Tc- STS 1 o -: / I 1 ST 106.1 - o / f 5 Tc 5 i _ _ �� DA -0.56 AC _ r , i r %, DA-60.40 A BUILDING s� .. % STR 1 2 FILT RRA s� a / 9 t. T� 110 V _ ... _ <: STR 101.1 : �� , `, � ,_> , � �, � .. / � � DA -0. �1 A + 3 - A` 82.1 C 0.85 75. FFE -a8a.o i � _ - _ - , ,) , � / i / � DA -(x.55 _AC P 81.4 ., - « , �' A -0.19 AC " / -: 5 7 FILTERRA fi A _ - = - Ic -5 min / r _ 0.90 4 Tc Sin Tc 5 n ❑ ❑ ::.,..,, _ zoo - o "II' S mi n .,.., 1, �� C -0.85 / �� L., ' PPE - 484.0' _...... 2 STR 80 _ u - o � STR 2.5� Tc -5 m r' jR 8_ 0 .1 +O 82 / FILTERRA 7 FFE= 483.0' ` � I AC 411 /� DA =0.33A ' l � o + STR 72.6 Tc 5 min C _ 0.85 = 5 mm BUILDING , ROOF DRAIN R 105.1 Pu -M FILTERRA ROOF DRAIN Lam, fi Uj FFE-48 1 Ac DA 0.32 AC ; y. y - FILTERRA Li T C =0.95 �� �� ��° 1 Z j / , % "`�► �� a y , , �, �. DA =0.23 AC min 7 C =0.95_ STR 79 �h - � Tc =S min 7��+ �'�o � � '� � \s� I - � � )�� 1 I - _ _ =U DA 0.81 AC- jI� \ \� y Tc -5 min Q to , STR 79.3 / ST ...79.2 r ROOF DRAIN FI ERRA D V. AC FILTERRA \ \? asa l t l _ - STR 72.4. \ s \ I 1 ST 1 11 I I fn E / _ - 0.85 - a \ \: I Q / % DA 0.29 AC `EFT I :; i 72.7 D) - `0.66�AC ,�,- , DA-0.1 _ ��: � �- 7 � „' � 72.7 � t T, C =0.95 c =5 min 7 ;2 ROOF DRAIN - . a ` \ `�� a C = r_.r,P,l C (� 90 I a w ,,,. r ' I ROOF DRAIN _._ � _ ` {fl�- �D S DA `� � � 'l � N = TO STR 78 aej _ I eD a I BuII DINT3C 5 min n �w 76 BUILDING s i i ; � r A -I _ - _ ,; FLTERRA I � Tc -6 min - c� 79.3 DA -0.46 AC B �. \ 09 1 AC 72.2 - _ \ \ i/ I FFE = 488.0' _ '._ , t DA�.15 AC FFE�82.0' 72.1 v ! ry ST 79.1 - r C -0.95 _.g0 I': 72.2 2.3 `� ❑ - � _ � �:'� C�.95 � - 'ifc =5 ..min -85 �� {� � ' - - 13 A _ _... _�. Tc -5 min o - � n - �r,,. 0. -A„ ,. � . __ - °� � ' ` ,.': , .. ,!��` ° �� �, mil N III �,. _85 � .22 \, \ - �_r � � 0 9 Cam. o _ \ I I 79.1, f 72.4 o 76 _ c 5`rrr'Tn _ 72,.3 �' O - -_ -` r h 75 6 \ 7e 3 .. . _ 4ao 72 ....,. .- .: 488 � ; t l N ►Q- , V -: - - -= - 8 5 \ � SW 476 �- ' - % DA =0.2 'w BOND STREET STR 61. FILTERRA 6 � �)Vj F a r.- -I - - 1 : T -11�,A�N i.2 r hTE - g (�,q _` e4AY BE ABAPJGGI�ED} ,� cs o ATEkL IE- UAT BE A,BvfSGOPJED �_.:�� _,E_MINOLE TP\A,I� Ck k % �«, F_f� < +,. R C 8' „� U . j. R 0 IJ T E > 9 v '� BEN MARK K `� e. I „S GAS - A - G IRON POD Q �` N QS �,A� < - ELE���AT101J):.1 8 __ U > R U �IIC�TH \ARIES v s GAS �_ . � -„ � _ _ � .� � . 1 4 REVISED PER - � � R NEW GRADING AND STORM SEWER LAYOUT JD � 11. B. 1 �1'� FG / >o � :� W i ,A r ^ N ..-- B 11 / 18�/ 11 ,�� � oESicrvEO BY: PROJECT: SET REV. N0. �oB STONEFI ELD a 5 REVISED DRAINAGE AREAS PER BOND STREET REVISIONS DAT 12/01/11 ENGINEERS TOWN CENTER - FINAL SITE PLAN AMENDMENT 0 9 REVISED DRAINAGE AREAS TO SHOW NEW FILTERRAS JDB 3 23 _12 DRAWN BY: SURVEYORS ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: 10 REVISED DRAINAGE AREAS TO SHOW NEW FILTERRAS JD 4/20/ 12 ` E s .I' SAR a / PLANNERS TITLE: DIHR BY: STORM DRAINAGE AREA MAP C -22 o HFW SHEET NUMBER: N � � PO Box 4119 3040 Avemore Square P1. ``--qq LyncUbucg,vA2aso2 eh�lottes�ue,vAll9tI WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: Phone: 434.316.6080 Phone: 434.984.2700 CIVIL H: 1 �� =6�� �?A 208026.45 802645C_C -22 Amend.dwg 8/5/? 1 23 of 52 "er www.wwasseciates.net V: N/A N0. SHEET REVISION BY DATE N0. SHEET REVISION BY DATE - iv a e v N ti �I co 0 °o 13 v 0 a rn w U 3 I� N 0 0 0 a 0 0 0 52 L%-' .................. _ .. -..... _ ..... .. . .. .... _ ..........._.. ..... ... _...._.................._ . ........... ... ....... _ .... Stormwater Inlet Computations ... _._......_... _- .......... _....� - ,. w „...., _w.......,._.. ... ... • ....... _,. _... ENCiNr -FRS. W Project: Stonefield Town Center Final Site Plan iB : JDB I SURVEYORS ,.. ....._..... . 7 .. ............. . .............j E.. ! PLANNERS­-____, ............,. _ ... ........ ...<.._.. __.. ._.... _........... .- ...... !. ... ! --------------- -- - - - - Date: .....__._ ..' p ASSOCIATES WWA Project Number. 208026.45 Date: Rev, 12/1 4/1 1 .....,... ..._ ....... ....... ..:........ I S ............,.. ..,.... STORM SEWER COMPUTATIONS DESIGN WWA PROJECT COUNTY DESCRIPTION NUMBER Albemarle County 208026.45 DISTRICT Town Center Stonefield SHEET 1 OF 1 FROM POINT TO POINT AREA DRAIN "A° RUN- OFF COEF CA INLET TIME (Tc) RAIN FALL (ho) RUNOFF O INVERT ELEVATIONS LENGTH SLOPE DIA MANNINGs n CAPA CITY (FULL) VEL (FULL) FLOW TIME REMARKS TOP INLET ELEVATIONS INLET DEPTH (H) INLET No. ACRES C INCRE MENT ACCUM ULATED MIN IN /HR CFS UPPER END LOWER END FT FT /FT IN CFS FPS SEC FT FT 81.1 81 1.15 0.90 1.04 1.04 5.00 8.8 9.1 478.40 477.27 82.61 0.0137 18 0.013 12.3 7.0 11,3 Recieves flow from Filterras 54.5 and 81.3 483.15 4.75 81.1 INLET Bond Street Trench Drains REMARKS 82 81 0.40 0.85 0.34 0.34 5.00 8.8 3.0 480.75 477.27 1116.00 0.0300 15 0.013 11.2 9.1 12.7 485.25 4.50 82 ^_ � O v � 4 L. Q O .� V Q .•. .-. N Ix L ^ `� '- OOH V �. ?� W 3 0 O N O `5 D O 0 N O N N i '+- > a N _ `-' O li O � a O F- O (n cn L 3 0 Cl) O %+- O 10 'a � ;� •= W '>D CD Q C � O>t 0 W m W J Z W a J Z � ��-' d •tp �-; C J 81 80 0.45 0.85 0.38 1.76 5.21 8.7 15.2 477.07 476.40 73.45 0.0091 24 0.013 21.7 6.9 10.7 482.00 4,93 81 80 79 0.93 0.88 0.82 2.58 5.39 8.6 22.1 476.20 475.33 92.76 0.0094 30 0.013 39.8 8.1 11 A Recieves flow from roof drain 481.45 5.x:5 80 79.1 79 0.13 0.90 0.12 0.12 5.00 8.8 1.0 477.33 475.33 1116.00 0.0172: 15 0.013 8.5 t:.9 16.7 483.85 6,52 79.1 79 78 0.81 0.85 0.69 3.38 5.58 8.5 28.7 475.13 474.63 39.95 0.0125 30 0.013 46.0 9.4 4.3 479.64 4,51 79 78 77 76 77 0.46 1 0.95 0.44 3.82 5.65 8.5 323 474.43 473.30 1119.67 0.0091 1 30 0.013 40.0 81 14.7 Recieves flow from roof drain 481.37 6.94 78 76 - - 3.82 5.90 1 8.4 31.9 473.10 1 473.00 8.44 0.0118 1 30 0.013 44.8 9.1 0.9 478.36 526 77 75 0.09 0.90 0.08 3.90 5.91 8.4 32.6 472.80 472.72 15.00 0,0053 36 0.013 48.8 6.9 2.2 478.29 5,49 76 75.11 75.10 0.11 .87 0.10 0.10 5.00 8.8 0.8 477.57 476.69 28.57 0,0308 15 0.013 11.4 93 3.1 485.69 8.12 75.11 TD -1 Trench Drain 8.0 1.5 0.05 0.87 0.04 4.00 0.17 0.00 0.174 0.013 0.020 5.48 0.020 0.05 94% 0.164 0.01 Grade Inlet, 75.12 75.10 0,11 1 .87 0.10 0.10 5.00 8.8 0.8 477.77 476.69 35.30 0.0306 15 0.013 11.3 92 3,8 485.85 8.08 75.12 TD -3 Trench Drain 8.0 1.5 0.09 0.87 0.08 4.00 0.31 0.01 0.323 0.013 0.020 6.88 0.020 0.06 92% 0.297 0.03 Grade Inlet 75.10 75.3 - - - 0.19 5.06 8.7 1.7 476.49 476.04 80.88 0.0056 15 0.013 4.8 3.9 20.5 485.15 8.66 75.10 TD -5 Trench Drain 8.0 1.5 0.08 0.87 0.07 4.00 0.28 0.03 0.305 0.013 0.020 6.77 0.020 0.05 92% 0.281 0.02 Grade Inlet 75.9 75.3 0.10 .87 0.09 0.09 5.00 8.8 0.8 476.43 476.04 12.66 03,0308 15 0.013 11.4 9,3 1.4 484.00 7.51 75.9 75.8 75.3 0.10 .87 0.09 0.09 5.00 1 8.8 0.8 476.43 476.04_i_..23.50 0,0166 15 0.013 83 6.8 1 3.5 1 483.81 7.38 1 75.8 TD -7 Trench Drain 8.0 1.5 0.17 0.90 0.15 4.00 0.61 0.02 0.636 0.013 0.020 8.86 0.020 0.08 89% 0.565 0.07 Grade Inlet 75.3 75.2 - - - 0.37 5.41 1 8.6 3.1 475.84 475.11 1 128.46 0,0057 1 15 0.013 4.9 4.0 1 32.3 1 484.05 8,21 1 75.3 TD -9 Trench Drain 8.0 1.5 0.08 0.88 0.07 4.00 0.28 0.07 0.352 0.013 0.020 7.10 0.020 0.06 91% 0.322 0.03 Grade Inlet 75.7 75.2 0.16 .85 0.14 0.14 5.00 8.8 1.2 475.31 475.11 15.00 0.0133 15 0.013 7.5 6.1 2.5 482.53 7.22 75.7 TD -11 Trench Drain 8.0 1.5 0.08 0.88 0.07 4.00 0.28 0.03 0.312 0.013 0.020 6.83 0.020 0.06 92% 0.288 0.02 Grade Inlet 75.6 75.2 0.18 .85 0.15 0.15 5.00 8.8 1.3 475.30 475.11 14.50 O.01 31 15 0.013 7.4 6.0 2,4 482.68 7,38 75.6 75.2 TD -13 Trench Drain 8.0 1.5 0.04 0.88 0.04 4.00 0.14 0.02 0.165 0.013 0.020 5.41 0.020 0.05 95% 0.156 0.01 Bypasses to STR 75.12 75.1 - - - 0.65 5.94 8.3 5.5 474.91 473.76 127,08 0,0090 15 0.013 6.2 5.0 25,3 482.32 7,41 75.2 75.5 75.1 0.11 .87 0.10 0.10 5.00 8.8 0.8 474.40 473.76 15.42 0.0415 15 0.013 13.2 10.8 1A 480.83 5,43 75.5 75.4 75.1 0.11 .87 0.10 0.10 5.00 8.8 0A 474.40 473.76 24.42 0,0262 15 0.013 10.5 8.5 2.9 480.90 6,50 75.4 TD -2 Trench Drain 8.0 1.5 0.05 0.87 0.04 4.00 0.17 0.00 0.174 0.013 0.020 5.48 0.020 0.05 94% 0.164 0.01 Grade Inlet 75.1 75 - - - 0.85 6.37 8.2 6.9 473.56 472.82 74.25 0.0100 18 0.013 10.5 6.0 12.5 480.62 7.06 75.1 75 TD -4 Trench Drain 8.0 1.5 0.09 0.87 0.08 4.00 0.31 0.01 0.323 0.013 0.020 6.88 0.020 0.06 92% 0.297 0.03 Grade Inlet 74 - - - 4.75 6.57 8.1 38.4 472.62 472.53 17.30 0,0052 36 0.013 48.2 6,8 2.5 477.92 5, •;30 75 74 73 0.14 1 0.90 0.13 4.87 6.62 8.1 39.3 472.43 472.38 8.49 0.0059 36 0.013 51.3 7.3 1,2 478.02 5.59 74 TD -6 Trench Drain 8.0 1.5 0.12 0.77 0.09 4.00 0.37 0.03 0.396 0.013 0.020 7.43 0.020 0.07 91% 0.361 0.03 Grade Inlet 73 72 - - - 4.87 6.64 8.1 39.3 472.28 471.56 141.38 0,0051 48 0.013 1023 82 173 477.68 5.40 73 72 72.1 - - - 4.87 6.92 8.0 38.7 470.87 470.73 26.97 L.0052 48 0.013 1 103.8 83 33 481.00 10,113 72 TD -8 Trench Drain 8.0 1.5 0.08 0.80 0.06 4.00 0.26 0.03 0.291 0.013 0.020 6.66 0.020 0.06 93% 0.269 0.02 Grade Inlet 72.4 72.3 0.66 0.85 0.56 0.56 5.00 8.8 4.9 471.85 471.58 52.58 0.0051 18 0.013 7.5 43 123 475.12 327 72.4 TD -10 Trench Drain 8.0 1.5 0.04 0.88 0.04 4.00 0.14 0.02 0.163 0.013 0.020 5.35 0.020 0.05 95% 0.154 0.01 Grade Inlet 72.3 72.2 0.17 1 0.85 0.14 0.71 5.21 8.7 6.1 471.48 471.25 45.24 0.0051 18 0.013 7.5 42 10.6 476.98 5.50 72.3 72.2 72.1 0.65 .92 0.60 1.30 5.38 8.6 1 11.2 471.15 1 470.90 419.85 0,0050 1 24 0.013 16.1 5.1 97 Receives flows from Filterras 72.6 & 72.7 478.56 7,41 72.2 1 TD -12 Trench Drain 8.0 1.5 0.08 0.88 0.07 4.00 0.28 0.01 0.290 0.013 0.020 6.61 0.020 0.06 92% 0.268 0.02 Grade Inlet 72.1 71 - - - 6.17 6.98 7.9 49.0 470.70 469.67 202.65 0,0051 48 0.013 1027 82 24,8 480.29 9.59 72.1 TD -14 Trench Drain 8.0 1.5 0.04 0.88 0.04 4.00 0.14 0.02 0.163 0.013 0.020 5.35 0.020 0.05 94% 0.154 0.01 Bypasses to STR 75.11 71 INIMINIMM 101 SWM 5 - - 6.17 7.39 7.8 48.1 469.57 464.87 223.00 0,0211 48 0.013 209.1 16,6 114• 482.31 12.74 71 100 0.56 0.85 0.48 0.48 5.00 8.8 4.2 472.65 472.59 10.04 0.0060 15 0.013 5.0 4.1 2.5 Note: Calculations assume grates are 50% Clogged 477.42 4.77 101 100 99.1 99 99 - 0.48 5.04 8.7 4.2 472.39 471.87 104.00 0,0050 15 0.013 4.6 3.7 27.9 477.34 4,95 100 ! =Pro 1... �` Sto rm Ovate C Inlet Co m p u tat i o n S ect: Stonefield Town Center - Final Site Plan 'B : JDB - ..... �,..... y I ! WWA Project Number 208026 45 1Date Rev. 12/14/11 ; -� ,m; SLJRVFYORS�.....�..• ��� � ���� w PLAPJ VRS -•• - SS I TES 99 0.50 0.85 0.43 0.43 5.00 8.8 3.7 474.00 473.61 13.21 0,0295 15 0.013 11.1 91 1.5 Receives flow from Filterra 99.2 478.32 4.32 99.1 98 0.46 0.95 0.44 1.34 5.51 8.5 11.4 471.67 471.15 104.00 0.0051.1 24 0.013 16.0 5.1 :_,� � `0 Receives flow from Filterra 99.3 478.38 6.71 99 98 .1 98 98 0.53 0 .85 0 .45 .4 0 5 5:00 8.8 3.9 475.00 474.28 13.20 �x �5 C..O. .,.. 15 0.013 15.1 1: -.3 1.'t 480.27,��? • 98.1 92 - 1.79 5.84 8.4 15,0 470.95 470.40 107.64 .1'S1 0 0 24 0.013 16.2 �.y0 . =12 4 480.27 9 3 98 92.1 92 0.48 0.85 0.41 0.41 5.00 8.8 3.6 477.86 477.51 93.50 x:,0368 15 0.013 12.4 10.1 0.9 482.56 4.10 92.1 INLET Bond Street Trench Drains (100yr Storm) REMARKS 97 96 0.15 0.90 0.14 0.14 5.00 8.8 1.2 486.76 486.59 34.02 0.0050 15 0.013 4.6 3.7 9.1 491.49 4.73 97 96 95 - - 0.14 5.15 8.7 1.2 486.49 485.29 127.88 0.0091 15 0.013 6.3 5.1 25.0 491.78 5.29 96 •p C L Z F' •-� V Q `-� (O Q d C •� U Q V i^- = =0 O y y- 0 (� ^ N "-' � s.. > ' L" C1 V N 4- ►y ? W L Q O Vi O J L �"i 0 N 0- O N U) O V � ; iL Cl) yam- v 0 = a O H Q _0 N to O V i 1 ,•.• "'- O T V (D •V •O N Q. C N o V 0 W 2 _ Z.... J Z W i- ~ LU Z - .0 •'"' = (D •� _ •1= O � --I 95.1 95 0.52 0.90 0.47 0.47 5.00 8.8 4.1 485.42 485.29 210.45 0,0064 15 0.013 5.2 4.2 4.9 490.33 4.91 95.1 95 94 0.60 5.57 8.5 5.1 485.19 483.15 9!5.56 0,0213 15 0.013 9.5 7.7 12.4 490.53 5.034 95 94.1 94 94 0.14 0.85 0.12 0.12 5.00 8.8 1.0 483.28 483.15 15.84 0.0082 15 0.013 5.9 4.8 3,3 488.61 x.33 94.1 93.3 0.38 0.95 0.36 1.08 5.78 8.4 9.1 483.05 481.24 7,2.98 0,02-18 15 0.013 10.2 8.3 8.8 Receives flow from Filterra 94.2 488.41 5.36 94 RG 41 93.3 93.3 4.69 0.90 4.22 4.22 5.00 8.8 37.0 468.00 467.55 2!9.64 0,0051 36 0.013 47.6 6,7 4.4 Ex Structure 41 from Rou h Grade Plan 481.58 13.58 RG 41 93 - - 5.30 5.92 8.3 44.3 467.75 467.24 100.68 0.0051 36 0.013 47.6 6.7 15.0) 486.23 18,48 93.3 93.1 93 0.61 0.85 0.52 0..52 5.00 8.8 4.5 480.00 479.80 1 :3.21 0.0151 15 0.013 8.0 6:5 2.0 484.66 4.6€ 93.1 93 92 - - 5.82 5.92 8.3 45.6 467.14 466.60 918.02 0.0055 36 0.013 49.6 7.0 14,0 484.28 17.14 93 TD -1 Trench Drain 8.0 1.5 0.05 0.87 0.04 8.80. 0.38 0.00 0.383 0.013 0.020 7.38 0.020 0.07 91% 0.350 0.03 Grade Inlet 92 91 90 South SWM Facility - - - 8.02 6.15 8.3 66.2 466.50 465.16 12.34 0,'1086 36 0.013 220.4 3 "1.2 0.4 482.37 15.61 92 TD -3 Trench Drain 8.0 1.5 0.09 0.87 0.08 8.80 0.69 0.03 0.722 0.013 0.020 9.30 0.020 0.09 88% 0.637 0.08 Grade Inlet 90 0.10 0.89 0.09 0.09 5.00 8.8 0.8 484.60 484.45 22.76 0.0066 15 0.013 5.3 43 5.3 493.67 9.07 91 89 0.28 0.88 0.25 0.34 5.09 8.7 2.9 484.35 482.50 230.84 0.0080 15 0.013 5.8 4.7 48.9 Receives flows from TD1 -TD4 493.61 9.26 90 TD -5 Trench Drain 8.0 1.5 0.08 0.87 0.07 8.80 0.61 0.08 0.697 0.013 0.020 9.19 0.020 0.08 88% 0.617 0.08 Grade Inlet 89 88 0.45 0.85 0.38 0.72 5.90 8.4 6.0 482.40 480.95 122.98 0.0118 15 0.013 7.0 5.7 21,5 Receives flows from TD5 -TD8 489.90 7.50 89 88 87 0.28 0.88 0.25 0.96 6.26 8.2 7.9 480.85 479.70 123.01 03.0093 18 0.013 10.2 5.8 2.1.3 Receives flows from TD9 -TD12 488.24 7,39 88 TD -7 Trench Drain 8.0 1.5 0.17 0.90 0.15 8.80 1.35 0.08 1.427 0.013 0.020 12.03 0.020 0.11 84% 1.204 0.22 Grade Inlet 87 86 107 86 - - - 0.96 6.62 8.1 7.8 479.60 478.60 25.29 0.0395 18 0.013 20.9 11,9 2,1 486.73 7.13 87 EX 49 0.05 0.87 0.04 1.01 6.65 8.1 8.1 478.50 477.70 22.81 0.0351 18 0.013 19.7 11.2 2.0 486,59 _ 8.003 86 TD -9 Trench Drain 8.0 1.5 0.08 0.88 0.07 8.80 0.62 0.22 0.842 0.013 0.020 9.83 0.020 0.09 87% 0.736 0.11 Grade Inlet EX 43.2 0.03 0.90 0.03 0.03 5.00 8.8 0,2 487.50 485.00 39.98 0:0625 15 0.013 16.2 13,2 3.0 4.47 107 491.97 TD -11 Trench Drain 8.0 1.5 0.08 0.88 0.07 8.80 0.62 0.11 0.726 0.013 0.020 9.35 0.020 0.09 88% 0.642 0.08 Grade Inlet 106 105 0.55 0.85 0.47 0.47 5.00 8.8 4.1 488.50 487.10 50.96 0.0275 15 0.013 10,7 87 5.8 493.31 - 4,81 106 TD -13 Trench Drain 8.0 1.5 0.04 0.88 0.04 8.80 0.31 0.08 0.394 0.013 0.020 7.43 0.020 0.07 91% 0.359 0.03 Bypasses to STR 75.12 105 104 0.23 0.95 0.22 0.69 5.10 8.7 6.0 487.00 485.73 106.29 0.0119 15 0.013 7.1 5,8 18.4 Receives flow from Filterra 105.1 491.37 4.37 105 104 103.1 0.30 0.85 0.26 0.94 5.40 8.6 8.1 485.53 485.41 12.18 0.00'9 18 0.013 10.5 5,9 2.1 489.55 4.02 104 103.1 112 111 EX 22.1 0.70 0.85 0.60 1.54 5.44 8.6 13.1 485.21 484.98 11.94 0.0193 18 0.013 14.6 8,3 1.4 489.20 3.99 103.1 TD -2 Trench Drain 8.0 1.5 0.05 0.87 0.04 8.80 0.38 0.00 0.383 0.013 0.020 7.38 0.020 0.07 91% 0.350 0.03 Grade Inlet 111 0.11 0.90 0.10 0.10 5.00 8.8 0.9 492.10 492.00 17.64 0,0057 15 0.013 4.9 4,0 4A 496.34 4.24 112 TD -4 Trench Drain 8.0 1.5 0.09 0.87 0.08 8.80 0.69 0.03 0.722 0.013 0.020 9.30 0.020 0.09 88% 0.637 0.08 Grade Inlet EX 26 0.11 0.90 0.10 0.20 5.07 8.7 1.7 491.90 491.80 17.50 0.008F' 15 0.013 6,0 4.9 2.3 496.34 4.44• 111 TD -6 Trench Drain 8.0 1.5 0.12 0.77 0.09 8.80 0.81 0.08 0.898 0.013 0.020 10.09 0.020 0.09 87% 0.782 0.12 Grade Inlet 110 109 0.19 0.90 0.17 0.17 5.00 8.8 1.5 491.90 491.34 112.86 01.0050 15 0.013 4.6 3.7 30.4 496.20 4.30 110 109.1 109 109 0.03 0.90 0.03 0.03 5.00 8.8 0.2 491.40 491.34 1.24 0.0404 15 0.013 14.2 11.6 01 497.81 6.41 109.1 TD -8 Trench Drain 8.0 1.5 0.08 0.80 0.06 8.80 0.56 0.12 0.679 0.013 0.020 9.08 . 2 0 0 0 0.08 ° 88 /0 0.601 0.08 Grade Inlet EX 24 - - - 0.20 5.51 8.5 1.7 491.24 491.15 17.26 0?.0i35 15 0.013 4.7 3,8 4.5 497.31 6,07 109 TD -10 Trench Drain 8.0 1.5 0.04 0.88 0.04 8.80 0.31 0.08 0.388 0.013 0.020 7.38 0.020 0.07 91% 0.354 0.03 Grade Inlet 108 85 EX 24 0.10 0.90 0.09 0.09 5.00 8.8 0.8 492.50 492.40 11.50 00087 15 0.013 6.0 4.9 2,3 497.62 5.12 108 SWM 23 0.22 0.85 0.19 0.19 5.00 8.8 1.6 464.00 463.75 38.35 0.0065 15 0.013 5.2 4.3 9.0 468.46 4.46 85 TD -12 Trench Drain 8.0 1.5 0.08 0.88 0.07 8.80 0.62 0.03 0.653 0.013 0.020 8.97 0.020 0.08 89% 0.580 0.07 Grade Inlet 52.1 48.1 EX 52 0.30 .93 0.28 0.28 5.00 8.8 2.4 480.64 479.27 22.69 0.0604 15 0.013 15.9 13.0 1.7 Recieves flow from roof drain 487.33 6.69 52.1 TD -14 Trench Drain 8.0 1.5 0.04 0.88 0.04 8.80 0.31 0.07 0.383 0.013 0.020 7.38 0.020 0.07 91% 0.350 0.03 Bypasses to STR 75.11 EX 48 0.47 .94 0.44 0.44 5.00 8.8 3.9 479.09 477.17 23.04 0.1.0833 15 0.013 18.7 1;x,2 1.5 Recieves flow from roof drain 485.82 6,73 48.1 Note: Calculations assume grates are 50% clogged 2 REVISED TRENCH DRAIN CALCULATIONS FOR 18° TRENCH DRAIN JDB 10/14/11 " �f � �, � Z , t � �- ENGINEERS SURVEYORS PLANNERS AsSOCIATES,HFIN PO Box 4119 3040 Arvemore Square PL Lynchburg, VA 24502 Chulo,ttesville,VA22911 Phone: 434.316.6060 Phones: 434.984.2700 www.wwasaocaales. net DESIGNED BY., DAT PROJECT: STONEFI ELD TOWN CENTER - FINAL SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA SET REV. NO. 9 5 REVISED CALCULATIONS PER NEW GRADING DAT 12/0'1 /11 DRAWN BY: REG DRAWING NUMBER: C -23 TITLE: STORM DRAIN AND TRENCH DRAIN CALCULATIONS DIHR BY: SHEET NUMBER: 24 Of WWA NUMBER: 208026.45 FILE NAME: 802645C_C -23 Amend.dw y DISCIPLINE: CIVIL SCALE: V: NIA DA TE: 81511 N0. SHEET REVISION BY DATE N0. SHEET REVISION BY DATE 52 L%-' v v Ps i U �I cc 0 3 'O O a a F° cc 0 0 N v O Z 4 4 N 3 a C N V �I cc 0 ao 3 O N W c U 3 V�- cC O O N U O Q. z N N EROSION & SEDIMENT CONTROL NARRATIVE I. PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT IS FOR THE CONSTRUCTION OF BUILDINGS A -I, A -III, A -IV, A -V, B -I, B -II, B -III, C1 -I, C1 -II, C1 -III, C2 -I, C2 -II, THE HOTEL, PARKING IN BLOCKS A, B, Cl, C2, AND E1, MAINSTREET FROM STONEFIELD BOULEVARD TO RT. 29, SWANSON DRIVE FROM BUILDING C1 -IV TO MAIN STREET, SECOND STREET AND A PORTION OF INGLEWOOD DRIVE. THIS PLAN IS WITHIN THE LIMITS OF THE ALBEMARLE PLACE EROSION AND SEDIMENT CONTROL PLAN WPO- 200900074. THIS PROJECT WILL INVOLVE DISTURBING APPROXIMATELY 25.01 ACRES. II. EXISTING SITE CONDITIONS THE SITE WILL BE ROUGH GRADED PER THE ALBEMARLE PLACE EROSION AND SEDIMENT CONTROL PLAN WPO- 200900074 AND THE EXISTING CONTOURS ON THIS PLAN REPRESENT THIS. III. ADJACENT PROPERTIES THE SITE IS BOUNDED TO THE WEST BY RESIDENTIAL DUPLEXES AND A SMALL SHOPPING CENTER, TO THE NORTH BY SEMINOLE PLACE (FORMERLY COMDIAL), TO THE EAST BY RT. 29 AND SPERRY MARINE /NORTHROP GRUMMAN, AND TO THE SOUTH BY HYDRAULIC ROAD. SPERRY MARINE /NORTHROP GRUMMAN IS ENCIRCLED ON THREE SIDES BY THIS PROJECT. IV. OFF -SITE AREAS THERE ARE NO OFFSITE AREAS INVOLVED WITH THIS PROJECT. V. SOILS THE SOILS FOR THIS SITE WILL BE CONTROLLED CONSTRUCTION FILL FROM WPO- 200900074. UDORTHENTS, LOAMY (88): THIS MAP UNIT IS MADE UP OF AREAS THAT HAVE BEEN USED FOR CUTTING OR FILLING FOR CONSTRUCTION. THE AREAS ARE GENERALLY IRREGULAR IN SHAPE AND CONFORM TO PROPERTY BOUNDARIES. SLOPES MAINLY RANGE FROM 2 TO ABOUT 25 PERCENT. THE AVAILABLE WATER CAPACITY IS LOW TO MODERATE. SURFACE RUNOFF IS MEDIUM TO VERY RAPID, AND THE HAZARD OF EROSION IS MODERATE TO VERY SEVERE. ONSITE INVESTIGATIONS ARE REQUIRED TO DETERMINE THE USE AND MANAGEMENT OF THESE SOILS. VI. CRITICAL AREAS CARE SHALL BE TAKEN TO STABILIZE ALL SLOPES AND PREVENT EROSION. CARE SHALL ALSO BE TAKEN TO MINIMIZE THE TRANSPORT OF SEDIMENT ONTO RT. 29 AND HYDRAULIC ROAD. VII, STORMWATER MANAGEMENT CONSIDERATIONS SEE SEPARATE PLAN SET ENTITLED "ALBEMARLE PLACE STORMWATER MANAGEMENT PLAN WPO- 201000023" DATED MARCH 30, 2010. SEE DRAWING NUMBER C -30 FOR WATER QUALITY FEATURES PROPOSED WITH THIS SITE PLAN. VIII. OFF -SITE ACTIVITIES THERE ARE NO OFFSITE ACTIVITIES INVOLVED WITH THIS PROJECT. IX. EROSION AND SEDIMENT CONTROL MEASURES ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED BY THE CONTRACTOR IN ACCORDANCE WITH THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. SYMBOLS, DETAILS, AND DIMENSIONS USED ARE TAKEN FROM THE HANDBOOK, AS WELL AS THE VIRGINIA DEPARTMENT OF TRANSPORTATION'S ROAD AND BRIDGE STANDARDS, VOLUME I, 2008. A. STRUCTURAL PRACTICES 1. TEMPORARY CONSTRUCTION ENTRANCE (CE), 3.02: TEMPORARY CONSTRUCTION ENTRANCES SHALL BE IN ACCORDANCE WITH ALBEMARLE COUNTY REQUIREMENTS. A MINIMUM WATER TAP OF 1" MIUST BE INSTALLED WITH A MINIMUM 1" BALLCOCK SHUTOFF VALVE SUPPLYING A WASH HOSE WITH A DIAMETER OF 1.5" FOR ADEQUATE CONSTANT PRESSURE OR IN LIEU OF A WATER TAP, EACH CONSTRUCTION ENTRANCE SHIALL HAVE A WATER TRUCK WITH 2 PRESSURE WASHERS AT ALL TIMES. WASH WATER MUST BE ' CARRIED AWAY FROW THE ENTRANCE TO AN APPROVED SETTLING AREA TO REMOVE SEDIMENT. ALL SEDIMENT SHALL BE PREVENTED IFROM ENTERING STORM DRAINS, DITCHES OR WATERCOURSES. 2. SILT FENCE (SF), 3.05: SILT FENCE BARRIERS SHALL BE INSTALLED DOWN SLOPE OF AREAS WITH MINIMAL GRADES TO FILTER RUNOFF FROM SHEET FLOW AS INDICATED ON THE ATTACHED SITE PLAN. 3. STORM DRAIN INLET PROTECTION (IP), 3.07: STORM DRAIN INLET PROTECTION SHALL BE PROVIDED AS SHOWN ON THE PLANS. 4. TEMPORARY DIVERSION DIKE (DD), 3.09, TEMPORARY RIGHT -OF -WAY DIVERSION (RWD), 3.11: TEMPORARY DIVERSION DIKES AND TEMPORARY RIGHT -OF -WAY DIVERSIONS SHALL BE PROVIDED AS 'SHOWN OR AS NEEDED TO DIVERT SEDIMENT -LADEN RUNOFF TO A STABUIZED OUTLET. 5. TEMPORARY SEDIMENT TRAP (ST), 3.13: INSTALL TRAPS AS SHOWN ON THE ATTACHED SITE PLAN TO DETAIN SEDIMENT -LADEN RUNOFF FROM SMALL DISTURBED AREAS LONG ENOUGH TO ALLOW THE MAJORITY OF THE SEDIMENT TO SETTLE OUT. 6. TEMPORARY SEDIMENT BASIN (SB), 3.14: PROVIDE SEDIMENT BASINS AS SHOWN ON THE PLAN TO DETAIN SEDIMENT -LADEN RUNOFF FROM DISTURBED AREAS IN "WET" AND "DRY" STORAGE LONG ENOUGH FOR THE MAJORITY OF THE SEDIMENT TO SETTLE OUT. 7. STORMWATER CONVEYANCE CHANNEL (SCC), 3.17: INSTALL AS SHOWN ON PLAN TO CONVEY CONCENTRATED STORMWATER RUNOFF TO A RECEIVING CHANNEL OR SYSTEM WITHOUT CAUSING EROSION. 8. SOIL STABILIZATION BLANKETS & MATTING (B /M), 3.36: INSTALL AS SHOWN ON PLAN TO RESIST EROSION AND PROMOTE THE ESTABLISHMENT OF YOUNG VEGETATION IN CHANNELIZED AREAS. 9. DUST CONTROL (DC), 3.39: PROVIDE DUST CONTROL AS SHOWN ON PLANS TO HELP REDUCE THE PRESENCE OF AIRBORNE SUBSTANCES DURING LAND DISTURBING ACTIVITIES. B. VEGETATIVE PRACTICES 1. TOP SOILING & STOCKPILING (TO), 3.30: TOPSOIL WILL BE STRIPPED FROM AREAS TO BE GRADED AND STOCKPILED FOR LATER USE. STOCKPILES ARE TO BE STABILIZED WITH TEMPORARY VEGETATION AND HAVE SILT FENCE INSTALLED ALONG THE LOWER PERIMETER. STOCKPILES SHALL BE LOCATED AS SHOWN ON THE PLANS. 2 REFER TO "ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS" #17 AND #18 AND TO "TEMPORARY & PERMANENT SEEDING SCHEDULE 3.32 -D" ON DWG C -20 FOR ADDITIONAL INFORMATION. C. MINIMUM STANDARDS MS -1. STABILIZATION OF DENUDED AREAS: PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN 7 DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN 7 DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE, BUT WILL REMAIN DORMANT OR UNDISTURBED FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. MS -2. STABILIZATION OF SOIL STOCKPILES: DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. MS -3. PERMANENT VEGETATIVE COVER: A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT, IN THE OPINION OF THE E &S INSPECTOR, IS UNIFORM 'AND MATURE ENOUGH TO SURVIVE AND INHIBIT EROSION. MS -4. TIMING AND STABILIZATION OF SILT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS, STORM INLET PROTECTION, SILT FENCING, AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY' LAND DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. MS -5. STABILIZATION OF EARTHEN STRUCTURES: STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. MS -6. SEDIMENT BASINS AND TRAPS: SEDIMENT TRAPS & BASINS SHALL BE CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED. A. THE MINIMUM CAPACITY OF A SEDIMENT TRAP SHALL BE 134 -CUBIC YARDS PER ACRE OF DRAINAGE AREA, AND SHALL CONTROL A DRAINAGE AREA OF LESS THAN 3- ACRES. B. THE MINIMUM CAPACITY OF A SEDIMENT BASIN SHALL BE 134 -CUBIC YARDS PER ACRIE OF DRAINAGE AREA, AND SHALL CONTROL A DRAINAGE AREA OF 3 -ACRES OR GREATER, MS -7. CUT AND FILL SLOPES: CUT AND FILL SLOPES SHALL BE CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. MS -8. CONCENTRATED RUNOFF DOWN CUT OR FILL SLOPES: CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. MS -9. WATER SEEPAGE FROM A SLOPE FACE: WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. MS -10. STORM SEWER INLET PROTECTION: ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. MS -11. STABILIZATION OF OUTLETS: BEFORE NEWLY CONSTRUCTED STORM WATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. MS -12, WORK IN LIVE WATERCOURSES: WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. MS -13. CROSSING A LIVE WATERCOURSE: WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIALS SHALL BE PROVIDED. MS -14. APPLICABLE REGULATIONS: ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. MS -15. STABILIZATION OF BED AND BANKS: N/A THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. MS -16. UNDERGROUND UTILITIES: UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS, IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 - LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS, EXCAVATED MATERIAL IS TO BE PLACED ON THE UPHILL SIDE OF TRENCHES, EXCEPT FOR ANY DIVERSION DITCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFFSITE PROPERTY. D. TRENCH BACKFILL MATERIAL SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATION'S. F. ALL APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH AT ALL TIMES. MS -17. CONSTRUCTION ACCESS ROUTES: WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND- DISTURBING ACTIVITIES. MS -18. TEMPORARY E &S CONTROL MEASURE REMOVAL: ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL E &S AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. MS -19. ADEQUACY OF RECEIVING CHANNELS: PROPERTIES AND WATERWAYS DOWNSTREAM FROM THE DEVELOPMENT SITE SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATES OF STORM WATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24 -HOUR DURATION. D. MAINTENANCE: ALL EROSION AND SEDIMENT CONTROL STRUCTURES AND SYSTEMS SHALL BE MAINTAINED, INSPECTED, AND REPAIRED AS NEEDED TO INSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED AT THE END OF EACH DAY AND AFTER EVERY RAINFALL EVENT. 1. DAMAGE TO EROSION CONTROL MEASURES CAUSED BY CONSTRUCTION TRAFFIC OR OTHER ACTIVITY SHALL BE REPAIRED BEFORE THE END OF EACH WORKING DAY. 2. MAINTAIN ALL SEEDED AREAS UNTIL A UNIFORM STAND IS ACCEPTED. 3. CONSTRUCTION ENTRANCE (3.02): PROVIDE FOR EQUIPMENT WASHING AS NEEDED TO PREVENT THE TRANSPORT OF SOIL ONTO EXISTING ASPHALT ROADWAYS. ANY SEDIMENT ON THE PAVEMENT SHALL, BE REMOVED IMMEDIATELY. 4. SILT FENCE (3.05): SILT FENCE BARRIERS WILL BE CHECKED DAILY FOR UNDERMINING OR DETERIORATION OF THE FABRIC. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL REACHES HALF WAY TO T'HE TOP OF THE BARRIER. 5. STORMDRAIN INLET PROTECTION (3.07): SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED. 6. TEMPORARY DIVERSION DIKE / TEMPORARY RIGHT -OF -WAY DIVERSION (3.09/3.11):: THE MEASURES SHALL BE INSPECTED AFTER EVERY STORM AND REPAIRS MADE TO THE DIVERSION AS NECESSARY. ONCE EVERY TWO WEEKS, WHETHER A STORM EVENT HAS OCCURRED OR NOT, THE MEASURES SHALL BE INSPECTED AND REPAIRS MADE IF NEEDED. 7. TEMPORARY SEDIMENT TRAP/ BASIN (3.13/3.14): SEDIMENT SHALL BE REMOVED AND THE BASIN OR TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT HAS ACCUMULATED TO OINE HALF THE DESIGN VOLUME OF THE WET STORAGE. SEDIMENT REMOVAL FROM THE BASIN SHALL BE , DEPOSITED, IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL NOT ERODE AND CAUSE SEDIMENTATION PROBLEMS. FILTER STONE SHALL BE REGULARLY CHECKED TO ENSURE THAT FILTRATION PERFORMANCE IS MAINTAINED. STONE CHOKED WITH SEDIMENT SHALL BE REMOVED AND CLEANED OR REPLACED. 8. STORMWATER CONVEYANCE CHANNELS (3.17): THE MEASURE SHALL BE CHECKED PERIODICALLY TO ENSURE THAT SCOUR IS NOT OCCURRING. SEDIMENT DEPOSITED IN THE CHANNELS SHALL BE REMOVED PRIOR TO THE REMOVAL OF THE TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES, AND DURING CONSTRUCTION WHEN THE CAPACITY OF THE CHANNELS IS REDUCED. 9. SEEDING (3.31/ 3.32): AREAS WHICH FAIL TO ESTABLISH VEGETATIVE COVER ADEQUATE TO PREVENT RILL EROSION WILL BE RESEEDED AS SOON AS SUCH AREAS ARE IDENTIFIED. 10. SOIL STABILIZATION BLANKETS & MATTING (3.36): THE MEASURE SHALL BE PERIODICALLY CHECKED FOR UNDERMINING AND TO ENSURE THAT IT IS SECURE AND FUNCTIONING AS INTENDED. 11. DUST CONTROL (3.39): PROVIDE DUST CONTROL IN AREAS SUBJECT TO SURFACE AND AIR MOVEMENT OF DUST WHERE ON -SITE AND OFF -SITE DAMAGE IS LIKELY TO OCCUR IF PREVENTIVE MEASURES ARE NOT TAKEN. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE-CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625 -02 -00 EROSION AND CONTROL SEDIMENT REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF - PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS FOR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED TO COMPLIANCE WITH SECTION 13 -301 OR THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOA.M. TO 9:00 P.M. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, IN ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS /ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST OF 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH TO BE APPLIED AT 80LBS /100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18, PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS /1000SF, INCORPORATED INTO THE TOP 4 -6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS /ACRE AND CONSIST OF A 10 -20 -10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS /ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0 -5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS /1000SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17- 204G). 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17- 207B). SEQUENCE OF CONSTRUCTION 1. CONTRACTOR TO SCHEDULE AND ATTEND A PRE - CONSTRUCTION MEETING WITH ALBEMARLE COUNTY AND OBTAIN ALBEMARLE COUNTY LAND DISTURBANCE PERMIT PRIOR TO THE START OF ANY LAND DISTURBING/ CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PLAN. 2. SEE DRAWINGS NUMBERED C -24A, C -25 AND C -26 FOR DETAILED SEQUENCE OF CONSTRUCTION. 3. STABILIZE ALL DISTURBED AREAS. ALL EROSION AND SEDIMENT CONTROLS SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION OR WHEN MEASURES ARE NO LONGER NEEDED. REMOVALS ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 4. CLOSE OUT THE PROJECT. ` DESIGNED BY: PROJECT: SET REV. NO. X08 STONEFIELD 9 ENGINEERS TOWN CENTER - FINAL SITE PLAN AMENDMENT SURVEYORS DRAWN BY: ALBEMARLE COUNTY, VIRGINIA DRAwINC NUMBER: PLANNERS TITLE: r A DIHR BY: EROSION AND SEDIMENT CONTROL NARRATIVE C -24 ASSOCIATES Ham' SHEET NUMBER: #° PO Box 4119 3040 Avemore Square Pl. 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FROM A A TO B -B 0,45 0.63 0.28 6.65 10,0 4.12 27,39 0.500 1.5 3.0 3.0 CL I RIPRAP 4.99 0.044 15.00 12.78 5.37 35.71 0.72 1.33 Velocity OK Depth OK � � i PAP -'' pR��l� oM 1v _ �7_ / r �^ " f ,I ° 1 1, I ;� _ ___` I jl PROVID SCC3 FR -_ _ , , _ v �� \ SCC2 0.50 3.58 1.79 1.79 20.0 2.97 5.32 0.010 0.0 3.0 3.0 EC -2 0.85 0.050 4.00 1.80 3.97 7.10 1.10 1.33 Velocity OK Depth OK � � IN j I I - �- SCC3 j �' ��' ONI FILTER FABRIC B�M SCC3 .TO B -B _ _ _ - i FROM START TO AA 0.50 9.81 4.91 4.91 20.0 2.97 14.58 0.010 2.0 3.0 3.0 EC -2 1.57 0.050 4.00 2.30 3.97 19.47 1,32 3.00 Velocity OK Depth OK / 1� ' / L =6r ' \ / \ z FROM A•A TO END 0.50 2.02 1.01 5.92 21.0 2.90 17.13 0.030 2.0 3.0 3,0 EC -2 2,11 0.050 4,00 3.61 3,87 22.91 1.11 3.00 Velocity OK Depth OK /1 � j , € � I ' ..� r �� _ _ I % / _� I I I I 1 ITCH DESIGN FROM wP0- 2009.00074 ROUGH GRADE PLAN -` - -- \ tl 1 - - kr s, 1 \ $ lv } \ T= 26r�rr+1 "►• "_'` �~ - -c' s 'n, , d ;iec g° f - / );_'�', 1 \ \ ^^s 0 , \ I 1 _: \ -z -U I'� 1 '1 �` "��' = '^ i v'26 a, ladllNVS t A 1 1 , A f ao' ro, o � �� vA\ A 1� \ , - A } CV5 a - -ay 1 V �1 ��,v vv �` ) /� �� c .a <cm_ Ly�gg 3M3` ;_%'y �,P -_ r \ �,n I p �- F I€ � : Aa nl .,l S ,r \� i ` _ V y � �.� :'1 .r' , 3 w Sl+V3 I � � �_' _'"�-' � -�- ,, � \ � 11 1 I 1 A � � , ��� 1 aw ni um.� _, _. \ Y l 1 . 2 w , S ..+ •. t 4l, INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) ! , \, ., �__. -X DA TO B -B =2.O �L-�= { -,;- a,\' , \ - \ \ >� / 1 l r \ PHASE 1 SEQUENCE OF CONSTRUCTION u� � ° � `� I ,11.1.1 v.. � \, 1� ,. , €:i. ►� J - " _ �; �Y-.' c, ---- __ - A -A �o. � r i`�� �,� _ �- vim _ (_'1 Intensity 10YR STORM <, + I ' `/ ,� _ -- DA TO Q 71 ,AG..� �� _ 1 f�_ _s j - tf ' "y ._, -_ _ _ \� __ - _ - - I \ 1. CONTRACTOR IS TO VERIFY THE EROSION AND SEDIMENT CONTROLS ASSOCIATED E _ y - . v I 1 eg .�-.F D LA __w -�1__ ,1 -1'L.�,7 I .,....,.. � -= y=,6�4 ; of !r,�1'y _ _ y� - _� C Inlet Hydrology Inlet - N; _ ,�: ¢ ..__ c r1\ - 1 �" WITH TH - 1 q _ Y 9Y - BLACKS' R f c- - r n > l `\\ _ _ tD N, y , ALBEMARLE PLACE ROUGH GRADE PLAN WPO- 2009 -00074 ARE IN PLACE PRIOR TO Ru - 'k 1 ,.<a Ct \ 1 �1 ,' , `` z \ L _ 7 - \ _ \; � CONSTRUCTION. r , �9 C� _ ` _ V �L�� -�) s1 �o - I - m on�P M, _ _ C << �I C __ II li_ - << � - A 12 , f__ „ . I , ,! 1= �; - - - _. ­ ­­_____ - --- -.,-.-.----., ____ --- -, - - - -_ - -_ - - - -_ - ___ - - ____ _____ - -_ __ - - i ­ 11 - ___ _ , - __ �- - __ -,-- - '__ - , - - ----------- __ - __­1 - I - - - . 1-1 __ -.--. ___ - � I - - - __ __ ___ - __ - - ___ - __ - _____ ___ ___ __ - - ___ 1, - - _ - - ____ - - --- � - -_ -_ - - - -_ _______ --- ____ -, - _ -_ - - - - -_ - - , - - - - - - -_ -_ - --- I - I - I 11 " \ 1, - �_,_____ ,;;;< - - -1 � -,- --71-\ - I x 11 � - � f / / - �, ,_-__-� -,� -, — —_ ,��' _� . " I _�, k, — _�;� - 1��_ ­ __ ___: ___:�)� - 1� � _-,, - I . llz �, ___ �'� ) � - - / . , -- - ---- � :ilo 1 , _�, I _� � I ��\ — - _ �� ��11_ -- _____ �, � I' 1, �' �­� ,, , I I 0� I _� __ --- - ­1 ___­�, ��_ -11 - - , ,� ----'I I I � I ,f I I 0 _1� I I - 11 , - ,� -�l I ,,� �� 1� j i, � /' / / / /' - - - __� I _�_, I __ � � I 1'r ,It�, I ��, \ Z� , � / CULVERT INLET SEDIMENT TRAP \ / I /"- -, --,, CLASS I RIP RAP ______ \ RIPRAP \ \ \ /ERT HEADWALL , - 64 'PIPE 1� I ow , , - .11 z-:--M- / / _____ -_ I 1-1 / / I / I "I Z ,,,- _____ / * SE . DI I MEN I I 11 , I � � � , VDOT #3, #357, OR #5 ,- ,- COARSE AGGREGATE \ % / / � � - -, z / I -- \ --, ,�,, *STORAGE REQUIREMENTS EQUIVALENT ____����� TO THAT OF TEMPORARY SEDIMENT � TRAP, STID, & SPEC. 3.13 RA (BELOW BASE OF STONE) PERSPECTIVE VIEW (BASE OF STONE TO TOP OF STONE BERM) PIPE INVERT NATURAL GROUND I I RIPRAP HEADWALL \ �� \ z7_�_F -1 f t-IT AREAS TO BE DISTURBED �,-X�, .a. I 05-M (CUT, FILLED, ETC.) 1. 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I (ft)�,__, �,rp�"(�!)I,,\o!y�7���y),,�,,,,, I 4�f` � DRYSTORAGE ­­ "". . ........ �,�.�ll-i�9�.i"�,��"I'll-I'll�I'l��,���,�,�,,�- 493 � i .. . .... �P�j__ 17.4 � ,_ , � 149�1�1 1 - 12b, ­ 57 , . , 9 �, � , " � I'll- "I", "I -111,11-�l-l��ll,�,�"",�,�i"� ____', , o � . ..... , "' WET$TORAGE I I � I 1111-1­11111-111 ­­­­­­­ 1, ­­­ ,,, , ,,, '' �__ (MAVATM) I � ) I I I � 4 � ­­­­­ I � I ­­­__,_­,_­ ..... . .... 1.1111-111 I - ---- . ­­­- 1- *SEE PVIT� 3115-1 , ; I wet storage; 1 � � 11 ­ � � �­ ''I'll'' �; _.- i 1.1.11.1111, I I I— - � � 11.11 .1-1- - I wet storage requ,i,r,e,d,,.(,cl.yl),,.,1(16.,7.*..D..A,),, 13.4i � � I � 111­ 1.11'.. ..".."..11-.... .. .. .. ­.­.... � I'! ti o in , of s' t o n, e'' 'we i r (ft) ' 111 "I 1- - - 1. 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'jr�­if 'e­r'e­qL­i­r'ed' (c''y ) ( 6­ ­ /^"-' , U'' A j !� i�,4- � ',bottom trap dimensions: ­1 ­ I 111. I.... I - I .... ________ ... _ _1_1_1_1__1__1____ ,J, % crest of stone vve 1-1_11 494.0 I I ---I- . . 11 - 1-11-111­1 --- 1-1-11,1111 .... ­­­` ..... � .... � Up of dam elevation (ij," ...... .. +­­ ... .... .. � . ... dry'''s ... t6r,ag''e" ,p_r,_o_\_A_de_ol­a__t —th i s"'e'' 1'e_v­_­­_, , , w ­��-� ,,, ­ ...... ­ ­­­4-c, ............ ....... . . ­­i1in .... kiij---�, " : Z­,­. I __ -, , '' , , , ­ , sl'obe­6i rv''storacie'sicles , , ­ "' , ''I" -- � , , , 2:1 . , '' ''I � � , , , " qoo trao dimensions �� i . ,, - - 11 " 1� 1, , � , , ; �, ,� - �� 11 � , � 1,11,11, � I _/ � � I'A\ __ � �, - .0__:�_ - �_,,-_-_ 1� � � �1 11 � �" �, 11� - - - I - I, I ", 0- - , , �_ I - - 5-75 , -- � :I_ \ I ,- -�- - - NORTH ,,, I ��� ,L,/ I 1� � 1'. � � - �-__ >' � q ��'. 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GRATE INLETS IN BOND STREET TO REMAIN SEALED DURING CONSTRUCTION. PLUG INLET - , - N __ I t�_� , __� - - , '*,\ - -_ I � \ \ I \ I �,� , d, �, :7-�11 \\ \ , - , \ - I .-' . -1 ____ - __ - 1, --- __ I ��_ __ . �� I ,---,-�,, )_ � , \ \ � � �� I -_ �_ - . "-I '. I I - _,"_ - - " I - - I - � � � �zcl PIPING TO GRATES. --:I- t � , ) __ 1, - - - zlz��_7_ - __ , \ �zl - _::-� �,` C�� \ 1�� � �� � !� � \ � - , \ \ -4- , I �, \� \ I'll, ;i, �, n__ - ", , , -.:-::: - - - - - _:��____N�__::`� - 0 1 � I "1111 - 1111" - - - - , , " �` - - W11 �' 1, " - 1� I � I " I � --- - r,!7� 0o , ,N�_:� 1\ 1_1' - I \ - � , I __ \N ,­ - - ___ M - Y ,�!--� , " ,­� , -K � , � _0� --7. / \ ,� 1 4- \\,\ --- � - _ q,_\� \ �_ �_oll� i- �� �� W , - I,- , - - _7!�_ �: "�-- r -"7-' �_-:� 0 I F - I �j_ N, L) I �, ��,S�, , - 2. INSTALL SEDIMENT TRAPS AT SUMP INLET STRUCTURES NUMBERED: 82, 110 AND 112. �, � - P ( I ____ r� � - � � - � � �� ,,: , ��__ , , , __� I , 1� - \�\ �, V i � r- 1�� , ) I � I � 1� \1 T_ -, � U \ \ _� I i 1�1� --- �� __ - __ - - __ ,) '. .. ------- . ,,, L , __... � , -.1 - - dl�_ ! ! , � �::- ,� , "I - , - - �-�­ , - li�11_ I- ,�� - _ I - i4k - c) (p i "" - !!!! I �� C , 1��___!�_, - - ". �k 1 -4 1 � �� �� �%,� — _�_,�_� :�z �7711 vF-1 I I N, �,j - 3. MAINTAIN SCC1 THROUGHOUT PHASE 2 EROSION AND SEDIMENT CONTROL AS SHOWN. - I C ,,, NN -5 , 0 _, :::� d C, , ,-,, ) \ , ��g ,P -�11 � � � " -j 1. -_ 5_=_� � ) � - 11 i , .0- - --- - � - I - ( " � -_ -, -_ - - � � , ,�_11 I I z - � �� - , , I , VL L3 � lc_l / � z ,��,��e� , � , j � � � �� �' � , �_ � , � -.----" ,�) M It, \ \ � l� ; - _� � , �� ; �, -- I \ - _�� �; Y� , - ___� - � ��l �, I � , � -1 ? " z � I � - ,- I � _� ",\�\,\ , � - \ \ f ,i � -1 , � --- �� --� - ,\ ��, I - \ , 1� -_ � � " ,11 D , I ___ __: � , \\11, 1, _-, �L� I , ; __��_ t��_ �� � 1, 11 1-J - DIRECT CONSTRUCTION RUNOFF TO SEDIMENT TRAPS. , 9�1�j i � - - __ - --- - . " .,� - -� _4_11\ ,__7�,­;1 , -,j , � � I ,�'�� � �� - )�Io o �1, �, __ ___ - � - I � �� "I //�', � ��,' -, � f 4. - 0�� _., �, � �! I � � , I I � � ", "', . - --- b I �� __- , __ \ , �q � - 11 \ 9 ___ i� , ,% -) , \ - \ � -i 1 �5 � 1W - / I , ��, " N 6� I", �� _�� " - , I I � � , � 11) I mz - - � , � ,% __7 4- � - �_ �., _� �1� � � o � I - - - 1�., �� �1) , , , , - � -- Z_ � � � - r � i \ , , � _�__ A - \ " ��, 11 �' 1 � - 01- � \ �� - � -­ - - - I , 1, I �� I ,. I I _ I � 1�1 I i Y I �,�, , � 1, 'i \ , � 71 � , --- -- 5. BACKFILL SUBGRADE WITH STONE OR APPLY PERMANENT SEEDING AS APPLICABLE. I - - �5 " � ,� � - � , � �; - I �_" - � " � , � \ , "Y � I I � � I j � \ , � , - , ��_ - - �', � I - � = - / / ///� �// �/ , / � - - - - - - - - _� I � '0- - � ,_ � �_� I � /,� I ,� � -- , �; I . F) - \ - � I , // / , 1, \ p -_ \X I -----f " � , , � � BUILDING C2-1 AREA TO BE USED AS A STOCKPILE FOR FILLING IN THE SOUTH SEDIMENT I //// // /, , \ ��11 . ,��, � \ � ��:� �% " 1��, ,6. - � P � 1,�­ �.� , , � 1. 11, � 1, I I , 1, , -, Z)� `,­-\�� I" � , . I I / / /////�[, - -, 1, I I � � , F5;�;, , ,�, �,� d I 1� � 11 . I , I /// '// , - - -- \, I � , � � " - 11__� - -1 ,,�,, I 5� - , �_ - , \ \ \ \ - I � , . V� t � 1� I -- � .1 � �, � I � I � , , � 0 BASIN. B AND C2 PARKING AREA SHALL NOT BE CONSTRUCTED AS SHOWN UNTIL AFTER THE � 1/// I �, I(f , \ , ,��,% � � - \ -_ �� - � SOUTH SEDIMENT BASIN IS FILLED IN. 4" OF CRUSHER RUN STONE SHALL BE PLACED \ I "� N � F :_�� - �, ,I, __ , , � I '\ , . �� e \ I �_ I 'D 1� � � ( ��,, ( ��,� , \ \ �� � � I � A - �D - .. , 11 I _,, � � � 11� � � �s ,I � , TEMPORARILY IN THIS AREA TO HELP MINIMIZE EROSION DURING THE REMOVAL OF THE - , � � ------ 1, 11�., � t , � I( 1\ � , , � - 400 _� \ I �� � � �� - 1 -_ �� �, - - � \\,\" \ � / � 11 - �L �1 I \ - . 11, -'-\ I I �� / : � � � � I �� � �� �� \1 \, I \, I �1`,,;,,,� � �j ) I � --� - �__= __ �, D � �J,,� \(a) \ I "I � � , � ___ BASIN. THE SEDIMENT BASIN SHALL NOT BE REMOVED UNTIL PERMISSION IS GIVEN BY THE � ��c,\ \ \ ,� �1111"11", � �� - �� � , - COUNTY E&S INSPECTOR. , 5�1_�� - \ I , \ � �� I I ��, \\ _�� � -11 ,I j - � \ \ - ), �� � � I , , ]� " E � , , I � ��, �� � �� , I � � � � I - , . � �� �� ,\ I \\ \% � r \ U, I � _� I I � � - I - � - _. _2__� �' �_� - _� - � I , I - � � �� � 1, \ \ \ I � � k , � _� \ _. 1 5 - I 11 �. � 1, , 01� � A ,�, ) 1, � � 11 � � , \ � - - I � .- I , " �� � �, � I �� �) \ , \ - \ -_ -JAI �� I �' � � � � 6 � 7. BACKFILL SEDIMENT BASIN AND REMOVE SCC1. I i \ " ' a ) �' � , � � � � , � � ,� , 11 I I \ , \ 11, I �� 0:' '_ � IV, 0 � � j� , �� � - � I � \ \ I , I ___C_�] , 7- \ \ � �, , �� \ \ , I � — � � �! � - �� ,� / I � � " �/, �) I I _� _" I _ � I I , \ , � --- -_ I I � ID 0 -11 I , � � -D � � 1� I � � I � \ \ - I � � I 11 , . _r V � � � / '6� � � � � . / � 8. FILL TEMPORARY PIPES PREVIOUSLY USED TO CONVEY SEDIMENT LADEN WATER TO THE , I - _ �� ,_ , 11��illil , \ I �'u � � _ Z:�,2 1 , -_ �5 6 1, 1 16 � t 1\ \ \ \ ,�( i I �� __1 I � � I I � / , I � , ,_� c D � i J� �� ", , \ \ , \ I \ � �% - � � - \ ) 7- 1 / 1 I \ � a \ I � / I �V` ;,� �� � � � /, , Q � I ( R I � ; - \ I - , � // , � P \ I I-, ,/ I � '4 �� I 01 3_11�� � "3s�3 "N,3� I I \ I \ SOUTH BASIN WITH FLOWABLE FILL. sc� 9D, 0, , I , � rl-, _�. \ 11 I �� '1���� � ,\ , \ 1, , - � 1� � � �7� \ lj� " / / �, �-­ , _,� ) I I f- ` 3-- 1 1 1 \ I , \ I I I I , , " - � '/ - , ,/ , 11 I tlN �,�, � � TMP 61W-3-19 ��\' , ,,--"TSj, �; - _- -,- -� � � - �\ 1� I \ 1'\ \\ \ I - " , , \� , , ) - r �, � 1�s - "� \ I � i �, �i I �\'�,/ ,� � - -- - - ) � - � -i 1� - � � Y �\� � 1�� � \\ , I � I ,�,,i _', �� 9. ONCE THE NORTH DRAINAGE AREA IS STABILIZED, THE TEMPORARY INLET (STR TEMP-1) , / , ", , \� I I � I I v - _�_�, � ; - \ � � � � � � \� , \ \ '\ , \, \ I -1 , I I ,�", , �11 "I N/F NORTHROP GRUMMAN \ � � ,,�� /// -- &,� ----- ( �, 6 \ 1T , � - 1. I � I J­'�� � ,� -_ 11 � 11 _7 / � , --- ­­ . 1. � \, \ � / I -, � 12 � "� � D THE TEMPORARY PIPING SHALL BE FILLED WITH FLOWABLE FILL. \ I- I , - �Ir - , I , \ "\ � I ; I " �11 I � " , , ____ �_ � 1 �\� -A / , � "" I - , I " " I 11, � -- ,,,,� - , ` � �' ��' - . I " � -) , I � - ��\�� �\ � , � 11 -1" 1�, SYSTEMS CORP. 1� !�__y , � - . ,. \ \ \ . �� i, � ,�') j��, , � , �Ii'a�- __ " I -, / ,j 1�1' - , �_ - " __� 1_1� ­1 � �1� I I \ \ I , � I � " --- - . __ � , ,, I __ - - - - - ��,J�, - -­-� - I... - "', . , __�_ _ \ \ , I F - . V - � 1�'11' I ZONED: LI - /V ., --� ,��,,�_-�,,- ,,, � / "�� �� 0� -----7,�' �! 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I ............ ...... 1.2' 1 � , - __�__ i) I - U, I ­1111 �� -1.111 .� . - , - - �� "11� I ,,,, � ", "" ,�',�', i 3; ____­1' 1, " - _111�_____ . - ��tL- 'I _�, " I - , , V- \ - L _�" " � - I � "", �11DA-3\58 AC\ @B/M I __ 6 " %o F, i, / � _ ... .... ..... _ 111111-11­11111- ­1_111­­­ , NO ,�� , ,,, , - - L- I 1� I I I I I . �=0.56 , \ % '' 1 - � ,y __ '' ,_I--� - q� � _2�L ,�g � I _�, , I , � ... _ � �RN - - � 1�� I 1 491 � - �11 " I _ , " _�_� - �p elevation (ft)� area (sf) voiu'm .... e­(C y)'.., - 1�, " ", , , ___ ", " I �� � 11 � I � � �� � Tr,=20.0 Min � EC-� - t ) '( S\N M __ _ _ ,��\ --- - __ - �-- __ �_ _��___ � �__w � � � "I'll _____ 1-1-1-1­11111111 I I I I I.-Ill ''I'll I'll— 1111111_1111­1_blj�ll �_ "I I :) " , 1-17 - � . i\ � \ I I iv I - __ - - � ,� T, a ­--�_� 1' �_, "-,- - - `��_ TE=499 00' + __ - _1_�� - � -8- - . L ��35�12 ­� lv� ­__ �,4,0, _���� - __ � 1 478,,,, 1 111111-411-- - 1­_1_1 ­­ 1'� I I DRY STORA E � .;3 VARMI 11 . - - ".", I .:,:�T::�:�::��":�P_ ,�l 1� �� I I i GRA �� __/ ­ - _ _ ____ ___­111111 1-1-111-1111 3i�_ _ `�, � �_­, " "I'll ... IV I;- - '' - - ��,y�r "' - - - -_ '4W 1198 78.9 ' � IT , ;�. �11 - t" �_ g"--r,"ij 11A "" ,�,�_,��, ­�- - - I �, i I �Fl`,�,''�,,�,� I - - -,� I - �_, 1___11111_,___,__ --- � I ­ � - I Z ��I;_ _­�_,,,�, � ,L JL� � - I F,�'t I ­­J�­­­­ ...... ... . .. . . ..... � ..... ­,""", ,,,,,,,, ,,, I � � .1 ... � 1.7 1 " . —_ � ��-/_ n " � :,', � � 482� 1495 178.7 � 1. I I—- 1 3 � ,� � �)Ii ',`� PROVIDE MIN. 0.160 FTI __ C: 4' , 11-TRA "I"'11,12111 ___ i� � \ " � ­111111-111 .... ­­­1111_­__­1_1111_1­ ­­­­­l 144fl-11 ­­­ .. .... � ­­­,4­­­­­­ .. .... --- , 1 495 ! . ............... j � , I I-,-- _1__1_+111­­11­­1­1 "I", - ­1 I.,", / j�JT''JJINV OUT=494.0� - li�4��, UMI'_�`, I- I I - �_6 - ------ _� _104�Fz -1 > -_ 1-� � � I i I �,�_ "-'t,-,- 1�"_F_,,� , " lz�- ,� � � WET STO RAGE �3 1 2189 �� 315.1' �,,, , I I .� rj I ... - __ a, � � 11 I---",-"- ... _____ ........ .. ...... __�__ - � I - -_ ,_Wl' - _�� It( � ­t ....... _1­1 --- - ------- � ^ ......... 111­111 I � I (EXUVArEq) 1 ....... . . 4- -X-�6,1 - a AREA\HAS BEEN ' _. sk, � -3i - - "I-_ _ - - � `� , 11 � , I � / ///, , \SUMP UNTIL DRAINAGE �L!,�.5��`��,,, ��_' __ ,) " 541 �,� . I , �,,, , "' ) 1 4, Wx , - ,� , // / 4 , ___::� ��__ 7 � \ �_� . � , I FLTE CLOTH CRIGINAL - A- P, , , I -_ I 11 .,:4� P % ." .111­_1111_11__,____ ­­­ ........ ­­1_­­­11­_1__,_, " , I 1­11 1111-1.1.­ ..... ­� ... � ...... ­­­­­�­ GROURO 1- [W �TABIL�ZED. '\ j - � 1, - , �� �(�j 11� � - .. � � i i � i EUV, - -rF� V��)___ - � I 1, A � I 1_1­11111­1 - ­­ ---� ........... ­­-­ ...... � ..... . � ­�'-­ ­ ","I'll',­ 11 ­�­ , 1 I 111­_­­__­ ­ -1 .0 11 L __ _J 11 D I Ed,T SEDIMENT WEN� � '51i 1; � -- � . � " I / � , , TE i \ � I � I � � � fi�l I /-" � \ DA=\ 0.4 ACRES\, , ' B01TOM = 491.0 , � 30 rul rT � � � , ,,,, .... ____11­1111__­­­ ­­ I—- 111­1 1-11, ­_ ­­ I 11 - 1. I -SEE PLATE 115-1 COkm AG("PEOX I 11 �_1_11 -1 �, "I'll','' ''I','"', 11 - __ E DO ��,� 0 1 .1-1. � wet stor e 1, � , q ; I � � � t � T TEMPORARY '�INLZO� NO I �_ 1`�, - 5 1 1 � I li� _\ \ I 4� � ,\ ; I �',, �1 � � I � . - zl_� - 111­­ I I I - ,119­­1:1__1_____ , 11.1­1111111-J1111111 "I 1,1111-111-1 ­­­", 11-1-11 - .... f� '6`11 1 � � ! � I ­ � \ TOP ' 495.0 , � STR 110 TEIMPUKAKT I - ___- , �,-,,,� � � PRCV - - - , _ , � � , wet storage required (cy) (67*DA) � I � I I, R-'r, I'll �� I � � I �OTTOM = 4,91.0 , ­ Diu pi CNI= A7 � �, ( IP ), n I_ v ��-_, I � � . I 47 \ U � 61111.11---.11,11 ... I 1­1 1­1­11­ ____ ..... . ...... .. .... � ..... ­­ ...... � ......... . � I "I'll, 11-1­111-- 1.1-11111. 1111­11111111­­_­�­ .... ­_­ , I I 11 I 1.1.1.11­111111111.1-1111-1 - I - ,� " . - '' ' ­­­ ..... 486"8' ... :'" ­ ......... ` ....... ­ ..... . . .......... I I 1, 5TR 1 12 TEMPORA � ottom of stone weir (ft) � � I I I � �� � 11 \\ " - , -L � b 'I IP � � I I I J� , T :>N 11 . ........... .. ________ _ ....... - ....... � _______,__ .... ... � 1­111 ­­­�_111­ ___1­1__ ­ ...... ­­111_�11­1­111­ ­­­ �, I'�,,�"--,�,,�,�,,�,�,�,,�I.I.I ­ _­1111_11­____ , "" 1.1.1-1­1-1-111.111 "I'll, WEIR - - I z oftm CREST 01� STONE VAR"AMLT*_ I � � \ --------- _,� _�_� & :z 'O wet storage provided at this elevation y) 1 % I � - .11 � � _5 _ I 11111--­­ .1 11 I", 1-11 ­­­­­.­­­ ­ 1­111 ­­­, I ­ 111.11,11,111, I I 1­1111111111--­1 ­1 ­1111. I "I ... "I'll, ­1 .1 , 1. 1111- I - � ........ � I � - "'J ... � ", , " _� . ..... _ __,� , ", , " """ , " ____� ....... , '', , I OROUND I I , Rl� ELEV= 49,�.O \ �% __� . � V9 �'r � (C" I-- � � � _11 i ,,,, � ,� / � I � , I ELM I I � � � ___11 , ,-,If,-,--,' ­­,""I'll, ,--.,,, 'i - I � � \ \ \ 1-- ��: -- - -_ --- �_ �,t -;3 slope of wet storage sides � 1:1 � � � , � Iff, �1\ � 7A i &'-7� -, , 11.1.1-1.1-1.1­ 11-111 I - I ­ 11-1111 ­­­­ ,­ __ .... ___ 1­1 � I "I'�-..'�.1.1-�'ll-I'�'ll,�,.�ll-� "Ill, 1-1-1- "I'll'' 1­11111­ ­1 � - I 11 ­ � � ­­­111. 1- 11 �111.11 I I I , , I I 11 1. - - "Ill., I I ­_1_1_.11.1­­­­ � � \ "\ -I- -T # � � , " ", i ��__ r___0 1, --��, z � I � -1 ... "I --- � --- I I � � ,weir length (ft) (6xDA)', i ' 110-8� DRYSTORAGE V, YMABLE* , I � � " \ \ \1 I . , -1-1 __ - - - I - � , - � I L". , " '_ . ................... --__,_­-­-­ ­­'---­­­­l I-AA I"'","­;­-, 1.��Ijll­­­ 11­11- ­­­­ I 11 I I I 11-1 �1.11. I "I'll, I 1­11- I / \�� 11 � . i . � � \11, dry storage: I � �bottom of trap elevation � 4781 1 __111L --­ � " I I ­­1111, I I 1­1____1 11-1,111- ­11111 I It I 11 � "I A� � ry S`t ... o ... r ... age^ .... r'e .... q ... u,_ire,d_-(c,y) (67-*-IjA� ... ­­-­­­-1­­'-­- ­­ ... . ..... . \ \ - �� , � ­­,_­_____­_,­ '­­­­­­­­­­­_,_­ .... . ............ . ....... _", 120.6 tottom trap dimensions: � i , zI .11 I \ - 1� I \ , I \ � � i � � I � _11111111­1111 ......... I 1. I 11 �111.111.1 - , . I 11 \ \\ \ It". --A - 71 � j .. ... ... r � 30'xW� I - 1, \ ___�_ _�-- I I - -��- 11 ­� - � __ � - . I � � � 1-1111111". ----�--,--",-�,�,�'ll""I'�,�Ill-1-111--,.----��I ­­ ­11. .11 ­11­11 ­­­­­,­-­­­-­ ­1­1­____­ ....... 111-1-1­111­ � . ... � .... ,_­­ ... ­­ I'll � 11_1­­­­­­1___ I WET STORAGE \ , I \ I_ I -, � . � , crest of stone weir i 482.9i 'top of dam elevation (ft) � 484' . I ­­­­--­­ ............ . �, -1.1-11. I I 1­­­­­­­­­ 11.11,111,1111, 11.1 11111.1­­_ ... ... .... -.1-11111111-1---, - ... ........ - , I 11111­111111.1-, ____ 11 11-1-1 ­.­­-­­­ -1-1-11 ........ I V IV Wx, \ � .- \ � \ I- � _i___ I �\ �, IP � , � , �� � .1 11 I 1111­11111111­1111 111­1,� ' I _j­­_' . ....... ... . ..... . � I � ��_,J' "' / , A , dry stprage provided at this elevation (cy) � 120.6' Itop width of dam (ft � I � 3 F - ORGINAL \ \ 1, / ___�_ TU �1_ �, I ir IP � ) � � 1� � OUN 11 I � " �\\j � � ,-/ �_"_"� \ __ N � �1 I ___��_ I i 4 _� �� � I - � 11 1­1 1.11 I—- 1__­_1.1111_1____ ­­­ ­11111"', ­-.1111-111 ­1 -1,1111 I I'll ­1111111 I 1-1-1,11­1 1-1111111111 11-1.1--­111111 I ''I � '­-­­­,­ ..... - I _�_ - _­ � i k � CUM 7 - \ ­ ... 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NO. , I I , Ho ", , I :I" I :��', � I , T "Ill I �,�, � , ,�, ��, ! , I 11 ��,�, 1:� �! 11. � , ", �� ��i,�.,�, I I I , �, I - 1 ,�, 141.,� DAT STONEFIELD I �. � ", - '' � Aw� I '' '', - , =� : 11 "I'' � It I" .M 1� 11" ,, ;, I , :� , I I , " I - AVMNNN� 10 I � � �Pl 11 ' ENGINEERS - � , 1� 1, , w'' � 11 I 1, z �: ���, �:,, 1� I I �, ��,: 0 1 � ,��"' DRAWN BY: TOWN CENTER — FINAL SITE PLAN AMENDMENT -, �� I ,­­ I , I I ''I 1, � - DAT 10/28/11 1 I'll'', ��, I ,: , , ,�: � � I'll : 11 � �11 I I I I ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: �,��,� ,� 11 11 ,.��: 11 I �, I I I "I ,�11� I ' SURVEYORS I'll I I I "I'll TO 1, ' ITE 11 ,`� ,�, JDB 3/23/112 1 - R , 11 PLANNERS TITLE: - 1�1, . 'It I 1, -,-- �� ,� '' ��� '', �, �, � DIHR BY: - PHASE 2 C-25 .2 ,� �� jl�,�' w , , �, � ,!, � � I ,� � , �, EROSION AND SEDIMENT CONTROL PLAN 11 I 11 11 � — I I �� I I , Iz 1, I ''I - I I I � . 11 1� � � �� 1 "'� I el 11 ­ 11 �, 11 I , I HFW I , ���, "''� ''/_ 1111 - AsSOCIATES I I,- C-C-7 1 - ��' , '' z I NUMBE �,�,, � , , F, �7'�"/4' 1 , , I - R : � , 11 ,�� �, 7- ,� 1 41.1 � I I I PO Box 4119 3040 Avernore Square Pi. I : ,�,� 111� ,� 1 I � CIPLINE: ALE: DATE: I � _, � I �� I I I I ttewille, VA 22911 WWA NUMBER: FILE NAME: DIS SC I , ,,,� I , � I 'I! 11 I., Lynchburg, VA 24502 Charlo 1, I ,� - , , ��, I I 1 , I I -1- ,� I ,�� 11 I �_ I I I 1� I I Phone: 434.316.6080 Phone: 434.994.2700 ... � ­' I I I �' I ... I CIVIL H: 1 "=I 00' I'll : , 11" � - WWW.WwassociatmPet 802645C-C-25-Amenddwg 815111 28 of 52 1 1 ;�� I I , I N I I I I 1 208026.45 1 1 1 11 I I � � BY � DATE NO. SHEET REVISION BY DATE I I �, "I I ", " -, A , ��', , V:NIA - r I 11 \,4,0-fj,/� 1 /).- ,e /6,11" i� , � -111.111111.--".".,'..-,-.",�-..,..�.,�,�l"..I ­­­ -1. 111­11111-1 ­ � ''I'l�,�.�".-."""�,�l-..."..".�"- � .. ... ... . ..... 1, �SEE KATE 3,,IA-1 i . , , I wet storage: , � . � � I I ­1­11--­ ­_11­1111- ­11­11 I I'll 11 11 1­11 N­ I , I , ", '�6 '1' wet storage required (cy) (67*bA) � I I : s � � � . b6it, 6 m "of sio ne, w'e" i r ­( ... ft') ..... ...... .............. ....... . , _`__ , , 11 111.1-111 I'll— � 11 ­­­­­ ­­­­ ­ � ­­ " ­`­ ! : ­'­44� b ........ . . � , I.. I'��1.1.111'..,.".,.,,�.,�,,�.I.I.I..,..�..�1.1��� I., - I - 111- ... ".. 11--..., - I I .1.1.1.1.11-1. - 11­1 wet storage provided at this elevation (cy) � : , -o,p,e"-o-f",w,e,t,s''t'o"^r'a ... ... . . . ........... .. .... .... - .... ­­­ - 1. I.I.- ­­­­ ... 1.1.1--l- 1-1- 1 I—- I I � � , _111 1­­. i I I 28.0 s "'' I g"e, Si'd'_e_s__,_­,_ ... � � ..... 111-1-1 - 11 11-1 �' i . .... ... ..... �_ .... . .... � __ , I 21 -11 I— - I , " , "' , , " " " ­ " __­__,­, , '' .... ^ .. .... ...... .... ^"----, � , ­­­­­ 1­_ ..... ­­'I'll, ­­­­ I 11 I "I 11 I "I'll I I - "I ­ - 1_______ .... �, _____,___1,_,__ ------- _,_L___ "' �weir length (ft) (6xDA), - 1­1 ­ "I ­­ I'll 1­ "I'll", � � - ... ­ � " ­ ­11111111 1111111-11 116 dry storage: , , ........ � ... bottom of trap elevat'i99 0 T� i5_ 41 dry­st6'ra'g'e' re6u,ired, (cy),(6_'7'*DA­)­­'­ ,,, 1 . ...... � 1 I , , � I I—' I I " , I I "I 1­ __ ___111-111 I I I I 1.11, 11111-1, � - - ,,"I'll," ­1 , ,,, , .1 .1 , � -1.1.1111-1- .. .. .. � __ ... . ...... ".11111.11 ­­­­ I 11-11,1111111 .... 26. 8 ............... .... z'b tom trap dimensions: � � I -11 11.1, ", , , . ­­­ ... ­­____"­ .... � ........ f­& ... � ...... ­1­­­ ..... � ... ­­­ .............. I r est o f s to n e w e ir � � 4 9 4 . 0 i � t9p"9_ am e mration (ft) �� - ^ ...... . .... . . . . ...... ... ..... . .. ........... _­_________­_______­ a p­r9vJ,dqC1,at,th_iS, elevation (Cy) _ ......... '"'­1111111 I'll, I 11111111-1­ ­­­,", ... .. .. ''I'll, " Itop width of dam (ft 27.51 ) , C-1) ,slope lri"Stolrage "I "I I 11 I'll 1­1­111"', _ 11'.., 111­ ,e ", of dry storage sides _ " 1� __ ...... .. 11 I _1 I ­ ­1 I 111-1- . ... .. __, , _­.1111 11;­11._­1 -1- , " - - - ", 2:1 Itop trap dimensions �� QJ R C4 2 �_ 21 _1 ­_ � M -� A R 1.0- !Q CS C IZNI C 2 REVISED PER COUNTY COMMENTS . Ro q) 3 EXTENDED SCC1 TO STRUCTURE 79 �8_- AND REMOVED HARDSCAPE - -§ — LINES TO BE CONSTRUCTED IN PHASE 3. 9 -a 11Qz 9 — REVISED PER NEW GRADING & LAYOUT ra r I=N, 10 I REVISED TO INCLUDE NEW FILTERRA LOCATIONS 00 R � _� 411i NO. 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NO. , I I , Ho ", , I :I" I :��', � I , T "Ill I �,�, � , ,�, ��, ! , I 11 ��,�, 1:� �! 11. � , ", �� ��i,�.,�, I I I , �, I - 1 ,�, 141.,� DAT STONEFIELD I �. � ", - '' � Aw� I '' '', - , =� : 11 "I'' � It I" .M 1� 11" ,, ;, I , :� , I I , " I - AVMNNN� 10 I � � �Pl 11 ' ENGINEERS - � , 1� 1, , w'' � 11 I 1, z �: ���, �:,, 1� I I �, ��,: 0 1 � ,��"' DRAWN BY: TOWN CENTER — FINAL SITE PLAN AMENDMENT -, �� I ,­­ I , I I ''I 1, � - DAT 10/28/11 1 I'll'', ��, I ,: , , ,�: � � I'll : 11 � �11 I I I I ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: �,��,� ,� 11 11 ,.��: 11 I �, I I I "I ,�11� I ' SURVEYORS I'll I I I "I'll TO 1, ' ITE 11 ,`� ,�, JDB 3/23/112 1 - R , 11 PLANNERS TITLE: - 1�1, . 'It I 1, -,-- �� ,� '' ��� '', �, �, � DIHR BY: - PHASE 2 C-25 .2 ,� �� jl�,�' w , , �, � ,!, � � I ,� � , �, EROSION AND SEDIMENT CONTROL PLAN 11 I 11 11 � — I I �� I I , Iz 1, I ''I - I I I � . 11 1� � � �� 1 "'� I el 11 ­ 11 �, 11 I , I HFW I , ���, "''� ''/_ 1111 - AsSOCIATES I I,- C-C-7 1 - ��' , '' z I NUMBE �,�,, � , , F, �7'�"/4' 1 , , I - R : � , 11 ,�� �, 7- ,� 1 41.1 � I I I PO Box 4119 3040 Avernore Square Pi. I : ,�,� 111� ,� 1 I � CIPLINE: ALE: DATE: I � _, � I �� I I I I ttewille, VA 22911 WWA NUMBER: FILE NAME: DIS SC I , ,,,� I , � I 'I! 11 I., Lynchburg, VA 24502 Charlo 1, I ,� - , , ��, I I 1 , I I -1- ,� I ,�� 11 I �_ I I I 1� I I Phone: 434.316.6080 Phone: 434.994.2700 ... � ­' I I I �' I ... I CIVIL H: 1 "=I 00' I'll : , 11" � - WWW.WwassociatmPet 802645C-C-25-Amenddwg 815111 28 of 52 1 1 ;�� I I , I N I I I I 1 208026.45 1 1 1 11 I I � � BY � DATE NO. SHEET REVISION BY DATE I I �, "I I ", " -, A , ��', , V:NIA - r I 11 \,4,0-fj,/� 1 /).- ,e /6,11" I i r' y 39 3 b c j Top of r iser m / N \ U U� O O Elev. A \/ v� NOTE: CUSTOM SIZES AVAILABLE UPON REQUEST PART No 79 PLASTIC T 96 PYRAMID SOLUTIONS INC. TRASH RACK P.O. Box 4386 Winchester VA 22604 PYD 96 B77- 877 -5727 CN WITH CONCRETE RISER www.plastic-solutioii.com 0 2 REVISED PER COUNTY COMMENTS DAT 10/14/11 U 3 PROVIDED SEDIMENT BASIN AT EXISTING STRUCTURE SWM 1 DAT 10/28/11 9 REVISED PER NEW GRADING & LAYOUT JDB 3/23/12 10 REVISED TO INCLUDE INLET PROTECTION FOR NEW FILTERRA JDB' 0 1 0 00 0 cN NO. SHEET REVISION BY I DATE I NO. N Paved construction, entrance for erasion control plans CONSTRUCTION OF A SILT FENCE GRAVEL CURB INLET SEDIMENT SIL T FENCE DR OP INLE T TYPICAL WA TER WA Y (WITHOUT TIRE SUPPORT) PROTECTION CROSS—SECTIONS STONE, — laid•;: 1. SET THE STAKES. 2. EXCAVATE A 4 "X 4" TRENCH FILTER l�RIBON' UPSLOPE ALONG THE LINE OF C 3 ° ' A 2 x 4" WOOD FRAME COMPACTED SOIL M, 2A ASPHALT . DROP INLET COURSE WITH GRATE 2% �' � 6'MAX. .a` , p+.urk'.yi3 p '; ;$°w``a °°`e°,°°,x . c°^�rub 4 ra+� -,.�« g «. «. «« _ ''// -'i �/ � ✓P4 - — ��? 1,5' MAX. FRAME -- , MIN_ ;� 1 A�3Rr� GAI �. ,��� I I I � �',� ,/• -- - _._ ----� � � � Q TYPICAL CONCRETE LINED DITCH TYPICAL GRASS LINED DITCH 3' MIN. TYPICAL VEE CROSS — SECTIONS _�- -- . ---� bll.: FLOW r / — G stn a s QC w GATHER A�� A`� ���� EXCESS A 14RA�X AT NERS 4. D / )<1S3TING 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT / PARABOLIC WATERWAY CROSS — SECTION , PAaN'f: TO STAKES AND EXTEND THE EXCAVATED SOIL. . IT INTO THE TRENCH: PERSPECTIVE VIEWS GRAVEL FILTER 12" TYPICAL RIRRAP CHANNEL RUNOFF WATER WIRE MESH D .« t q a�IL, S _ — (KEYBIN�CLOTH) i �* TAKE W T EXr ND, r UILL ' 1 — — — �`� Ai°l� . :,3�. ,'t FILTERED WATER — _ - W O � T10N TRAP G 0 ICE' !�/ ,...•., d FABRIC I M I I I F9 I I 111 E I B�AN d ` / A ` FILTER CLOTH NOTE: ALTHOUGH FILTER CLOTH IS PREFERED, A GRANULAR FILTER MAY BE SUBSTITUTED FOR III FLOW III 6 1' MIN. FILTER CLOTH. ( FOR PHYSICAL REQUIREMENTS, SEE STD. & r o o a = ( SP E 3.1 9, RIPRA FF !TO E�1 { ' pa TYPICAL CONCRETE • �� � .. \ 1 I I CHANNEL m SHEET FLOW INSTALLATION SEDIMENT - - EXPANSION JOINT A (PERSPECTIVE VIEW) ELEVATION OF STAKE AND V (90' SPACING) r� p T CONCRETE GUTTER 12" FABRIC ORTE1V TA JL I(�1V DETAIL .fill A {] CURB INLET c FLOW 3'MAX. A Il i -l]l2i n N1%,+ite1 tap, of u1 It twist, the in, t�� t ���tl� � > � 1 i�t�ll t� � 1 \ e - a q: r NOT TO SCALE 4 18° DOWEL A Ire tl "I I I>c€e sIIt C.i2it ile, .ke tIe ; ���j SPECIFIC APPLICATION SPECIFIC APPLICATION —,� 6 "� # LOCATED AT JOINTS - yel / THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE 6xs WELDED WIRE FABRIC �� iti1TC1ecGlnelt° . ec#uratt1} L iteillf1 /\\ THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER ° ° AS REQUIRED WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE THAN 5% WHERE THE INLET SHEET OR OVERLAND FLOWS NOT a ° _ ° . D ° enter � t n dra ls, ditches r xm Mer l e �����v — - �� ) INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT o ° e ° o . ° e • ° ° o , ° • a o • ° o • ° o . ° e . ° o . o e ° s" DIA. WEEP PAVED WASH RA� AREAS. APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS ° o , ° o ° o ° ° a ° ° e ° o b,;. ° e ° ° o ° ° ' ° ° ° ° ° ROLE, e' o.c. C E POINTS A SHOULD BE HIGHER THAN POINT B. ° ° a ° • ° e ao o e e 'Ak` SF IN STREET OR HIGHWAY MEDIANS_ �P SECTION A A SCC DRAINAGEWAY INSTALLATION * GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. P TRAPEZOIDAL WATERWAY CROSS- SECTIONS - . NOTE: IN LIEU OF A WATER TAP EACH CONSTRUCTION ENTRANCE SHALL (FRONT ELEVATION) HAVE A WATER TRUCK WITH 2 PRESSURE WASHERS AT EACH SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control,VA. DSWC PLATE. 3.05 -2 SOURCE: VA. DSWC PLATE 3.07-6 SOURCE: N.C. Erosion and Sediment Control Planning and Design Manual 1988 PLATE 3.07 -1 SOURCE: VA. DSWC PLATE 3.17 -1 CONSTRUCTION ENTRANCE AT ALL TIMES. Sherwood and Wyant TYPICAL ORIENTATION TYPICAL TREATMENT— TEMPORARY RIGHT-0E—SAY TEMPORARY DIVERSION DIKE TREE TIE T I SAIL STABILIZATION BLANKET) DIVERSIONS S STABILIZATION BLANKET) A �� VDOT #1 SHALLOW ANCHOR SLOT COARSE AGGREGATE 1S" MIN NOTES APPROXIMATELY 200 STAPLES REQUIRED Compacted 6011 ON SHALLOW SLOPES, STRIPS OF PER 100 SO. YDS. OF MATERIAL ROLL. P T�=lii IIII- NETTING PROTECTIVE COVERINGS ANCHOR SLOTS, JUNCTION SLOTS & III -I ill -111 MAY BE APPLIED ACROSS CHECK SLOTS TO BE BURIED 6" TO 12 ". I L= (hill THE SLOPE. 18" min. ! l • ". j _111111 =III- 12" MAX. 4:1 OR FLATTER —Flow �IIIIII _ - 6" MAX. STEEPER THAN 4:1 i1�InIIIITI�I JUNCTION SLOT TO B AND END JOINTS + TO BE SNUGLY ABUTTED BERM CHECK SLOT 1 =III 1 = J - (JUTE MESH WILL HAVE III - 111 - I- WHERE THERE IS A BERM AT THE TOP OF THE SLOPE, III TERMINAL FOLD STAPLED LAP JOINT IN 6 MINIMUM BRING THE MATERIAL OVER THE BERM AND ANCHOR IT I11 =1 -J =1 =u �l l LIEU OF EDGE JOINT) ` 111 4.5' 1rlr. BEHIND THE BERM. �m� I I I I I I LAP JOINT 2" MIN. 11-111 il 11 (JUTE MESH ONLY) � I I -1 III -III III = III =1' TAMP FIRMLY III -I ANCHOR SLOT I I STEEP 5' MAX. 4:1 OR FLATTER SLOPE 3' MAX. STEEPER THAN 4 :1 2' D D ll— �11.I�III —_ I I TYPICAL GRAVEL STRUCTURE Jl=.l 11 =m -T i i r 6" TO 12" ON STEEP SLOPES, APPLY - II,`- l I —rrII SOURCE: VA. DSWC PLATE 3.09 -1 PROTECTIVE COVERING PARALLEL - III - III -III - TO THE DIRECTION OF FLOW 11 -III III III- AND ANCHOR SECURELY. L- r 'IIII— CHECK SLOT COMPACTED SOIL �11I III = III -�I -� III 111(: TAMP CHECK SLOT �1 TO 2 hIIITT 111- III =III= —III FIRMLY VAR. VAR. 4„ 6" TO 12„ o PLAN VIEW � `�1� TEMPORARY & PERMANENT SEEDING SCHEDULE 3.32 —D BRING MATERIAL DOWN TO A LEVEL AREA BEFORE _ - _ _ TERMINATING THE INSTALLATION. TURN THE END III = IIIIi_ STAPLING DIAGRAM 1g UNDER 4" AND STAPLE AT 12" INTERVALS. rIImlll -Il -I- mIIP L - QD ' 12" STAPLE FORMED FROM N0.11 STEEL WIRE. CHECK SLOTS AT MIN. �- LAWN TYPE so c -c INTERVALS; SEEDING RATE PER ACRE S" STAPLE MIN. LENGTH FOR SANDY SOIL. NOT REQ.'D WITH ALL _ 6" STAPLE MIN. LENGTH FOR OTHER SOIL "COMBINATION "BLANKETS !_� HIGH MAINTENANCE KENTUCKY 31 OR DITCH FLOW ` JuNCTN SLOT SEEDING DATE SEASONAL NURSE CROP IQ LAWN (WITHIN TURF -TYPE TALL FESCUE 200 -250 LBS FIRMPLY TTERMINAL FOLD LIOT AREA) FEB. 16 THRU APRIL ANNUAL RYE p� IN DITCHES, APPLY PROTECTIVE COVERING 12" UM KENTUCKY 31 FESCUE 128 LBS PARALLEL TO THE DIRECTION OF FLOW. 4„ TAMP FIRMLY 6' MINIM GENERAL SLOPES MAY 1 THRU AUG 15 FOXTAIL MILLET .� USE CHECK SLOTS AS REQUIRED. AVOID RED TOP GRASS 2 LBS c JOINING MATERIAL IN THE CENTER OF 3:11 OR LESS SEASONAL NURSE CROP 20 LBS AUG 16 THRU OCT ANNUAL RYE NOV THRU FEB 15 WINTER RYE � THE DITCH IF AT ALL POSSIBLE. N `� II- 1I TI- N '_ii- - IT1= 11�ICI Ir - - _ -_ >n--�- TYPICAL EARTHEN STIRUCTUR�E Ill- - B/M "Llm m m B/M RWD LOW (MAINTENANCE USE GROUND COVER PLANTINGS -"-T AND/OR VINES IN ACCORDANCE WITH - 1i1- Ii1- 1i1- 1i1=1i1= lil= lil= 1i1= 1T1 =I'' SLOPES �:1 OR STEEPER / C', TABLE 3.37 -C OF THE VESCH. 0 .°� SOURCE: ADAPTED FROM LUDLOW PRODUCTS BROCHURE PLATE: 3.36 -1 SOURCE: VDOT ROAD AND BRIDGE STANDARDS PLATE: 3.36 -2 Source: Va. SWCC Plate 3.11 -1 NOTES a 1. ALL PERMANENT SEEDING SHALL BE FERTILIZED, LIMED AND MULCHED AT THE FOLLOWING RATES: FERTILIZER 10 -20 -10 AT A RATE OF 1,000 POUNDS PER ACRE; LIME OF AGRICULTURAL 'GRADE LIMESONE AT A RATE OF 2 TONS PER ACRE; AND STRAW N MULCH AT A RATE OF 1-1/2 TONS PER ACRE DURING THE SPRING AND FALL AND 2 TONS PER ACRE IN THE WINTER AND AR SUMMER. 2. SLOPES LABELED AS 2:1 WITH VDOT ST'D EC -2 LINING MAY HAVE AN ANNUAL RYE HYDROSEED W/ TACKIFIER PLANTED ON 3 THE SLOPES AT PERMANENT SEEDING RATES IN LIEU OF USING THE EC -2 LINER TO ALLOW FOR EROSION PROTECTION PRIOR TO GROUND COVER PLANTING. cc 0 DESIGNED BY: PROJECT: SET REV. N0. JDB STONEFI ELD 9 .� ENGINEERS TOWN CENTER — FINAL SITE PLAN AMENDMENT SURVEYORS DRAWN BY: KIM ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: PLANNERS TITLF: AsSOCIATES DIHR BY: EROSION AND SEDIMENT CONTROL DETAILS C -27 N �� HFW SHEET NUMBER: PO Box 4119 3040 Avemore Square P1. Lynchburg, VA 24502 Cbad°ttesville,VA22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: Phone: 434.316.6080 Phone: 434.984.2700 O r www:wwassoPhon : 4 208026.45 802645C -C -27 Amend dwg H: 815111 30 of 52 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE V: �� t r �-- I IU/.UI I — 1 —1— —1--1 Wr I - A PERUrsseLE CONSTRUCTION JOINT — "IC.4 r# 5 DOWEL. 8' LONG 0 12" C-C rtzielfif TYPE A WITH BUFFER STRIP 3C 0 10- W. A., HDPE OUTFALL PIPE FOR TRENCH DRAIN. OUTFALL - PIPE SHALL N C I 2.OUTFALL PIPE FOR TRENCH DRAIN SHALL CONNECT TO STORM SEWER SYSTEM WITH A WYE C14 3, ALL CONNECTIONS TO TRENCH DRAIN AND STORM SEWER SHALL BE WATERTIGHT. 4. STYLE AND O Mmem DESIGNED BY: DAT PROJECT: STONEFIELD SET REV. NO. 9 Immainninwaw ENcINEERS 00 R 2 REVISED TRENCH DRAIN DETAIL TO SHOW 18" TRENCH DRAIN JDB 10/14/11 DRAWN BY: ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: TLB 3 REVISED TRENCH DRAIN DETAIL TO SHOW HIGH CAPACITY GRATE JDB 10/28/11 ds CG-12 DETECTABLE WARNING; SURFAC E DIHR BY: TYPICAL DETAILS TYPE A (PERPENDICULARI APPLICATION Assu--,CIATES, Jezzb a. CN CZS SHEET NUMBER: CO FILE NAME: DISCIPLINE: SCALE: DATE: PO Box 4119 3040 Avemore Squ= PI. Lynchburg, VA 24502 Chulottesville, VA 22911 Phone: 434.316.6080 Phone: 434.984.2700 208026.45 802645C—C-28—Amend dwg IL CIVIL H: N 815111 1 31 of 52 www.wwassociates.net NO. SHEET REVISION BY DATE NO. SHEET REVISION A PERUrsseLE CONSTRUCTION JOINT — "IC.4 r# 5 DOWEL. 8' LONG 0 12" C-C rtzielfif TYPE A WITH BUFFER STRIP 3C 0 2 ANCHOR RIB (TYP) HALT HANGER STRIP (2) HANGER SCREWS (4) PVC ADAPTOR (1) ASSEMBLED VIEW NOTES: 1. CROSS WALKS SHALL BE CONSTRUCTED WITH VDOT TYPE B CLASS I THERMOPLASTIC MATERIALS IN ACCORDANCE WITH THE VDOT ROAD AND BRIDGE—SPECIFICATIONS 2. CROSSWALK MATERIAL COLOR SHALL BE WHITE 6" WIDE PEDESTRAIN CROSSWALK PAVEMENT MARKING DETAIL NOT TO SCALE BY I DATE jr4l��;1111 CG-12 0,5 AT � I BACK OF CORB 201 --- N A NAMW94cm SECTION A-A IIES 1 5 FOR DETAILS SECTION 8-8 NOTEV FOR GENERAL NOTES ON THE DETECTABLE WARNINC SURFAM CROSSWALK SEE SNEE T I OF S. IREO LENGTH OF A ALLEL RAW TYPICAL PLACEMENT T1111 111OL Is LUTIEO to is FEET _SS OF THE AT INTERSECTION I A WITHIN CROSSWALK WITHOUT BUFFER ICROSSWALX I 21.87 "' [556mm] ---I Em Plan Notes Series Number: TR18-18,502G.JB-F20E 1. Grates: *Cast Gray Iron per ASTM A48 Class 35-5 (Uncoated) *ripen Area, 0.97 F-17 per Lineal Foot 1029 M2 per Lineal Meter] *Load Rating: 2496 PSI (AASHTO M-306 Test Method) •Made In the USA 2. Form Release: Non-Petroleum Based 3. Concrete: Concrete Thickness and Reinforcement per Structural Engineer's Specification for the Application. — MIN. (TYPICAL EITHER END} 2 Part#1811A 1.75* X 1.750 X 0, 19' 1 LENGTH OF ADAPTOR 7 (44.5mm X 44.5mm X 4.8mm) ----------------- — —APPROX. 10 1/4". FIELD GRATE END VIEW Black Epoxy Coated MEASURE FOR CUT 1 N N Steel Angle, with Anchor Studs A 20.25"[514mml- �Nll IN, Part #F2OE . ....... NN IN, .......... N Concrete Stab 2" BOTTOM OF ANCHOR RIB TO J N 18.25" [464m Expansion Joint Both TOP OF SLOT L Sides (Recommended) . ............ A 12" Min. SECTION A-A CHANNEL MODIFICATIONS �a. 'Rail Clamp FOR 08" PVC ADAPTOR rzps Former Part #TR18 NOTES; Monolithic Pour 6" (1 52mm) '4 No-Float 1 . Cut opening in bottom of channel per "CHANNEL MODIFICATIONS" Diagram above using typical Minimum All Sides #4 Reber U-Leg masonry equipment, ­7 2. Set PVC ADAPTOR into opening in MODIFIED CHANNEL. 3"[76mm I 1Z 3. Center HANGER STRIP in opening and against top surface of ANCHOR RIB, Anchor Slab Minimum 4, Insert HANGER SCREW through hole in HANGER STRIP and drive screw into PVC ADAPTOR, Repeat 1'(25mm)] for all screws. Cut screw penetrating PVC ADAPTOR as required after installfion. Minimum 5. Caulk or tape over any openings between PVC ADAPTOR and CHANNEL as required to control concrete END CROSS SECTION VIEW leakage. cop ght@2010A8T,1n 6. Locate and align assembled unit in trench and connect piping. --- — — --- -------------------------- ........... . . 0 SPECIFICATION DRAWING 02007 ABT, Inc, TFX1.8 - 18" [45 mm] ID Trench Former@ System with High Intake Grate 08" PVC Pipe Adaptor 5 iWil C3 RO, SOX 83712." MV RMCKROAD Z_ jffj��- Installation Instructions PLC?. BOX 837, 25.4 MURDOCK ROAD TROUTMAN, NO 28166 SERIES'.. 8-1 8.502G.JB-FOE REV, (704) 5,28-",06 i 01 i TROUTMAN, NC 28160 FILE: PART.' ------- qo�l) 5,_)8-,eW6 S-2832 2832 Proprietary rightia of AST, Inc, are inducted in the info nation diwAmed hereh, The rs<JrAFn4 by aMcntilg ft.5 a90,10S northe mAxrnation (JlKkwod hereinnolr any part thereof SWI be copied, reproduced or trensforrod to O_. ahars fe, or for any othef pteposa except as In wn,,,ne by ABT. Inc, of AST, Ina ate, indv in the infvmfion d! hw�n- Tt�o radp*t by =eong 4664� agreas that neither this dwwwnt nor the information ftclosad -------- - - - - - ------ --- ----- therein no any part thereof shall be copied, reproduced o, tr4msrened to others fof manuteaturInq or for any 00lar purpoa,� except as spWlcally authorized in w.fiting by AST, Inq, I DISDLNWR� The coWrner and Ins ouwo mft archnects, engimers, cons4ints and other pcofesaionwa are cociplatefy mspoo sttft tor M� selection, instarawn, Ono of I any product pur0ased frorn ART, and EXCEPT AS EXPRESSLY PROVIDED IN ABT'S STANDARD WARRANTIES, ABT MAYES NO WARRAWY, EXPRESS OR IMPLIED, AS to THE a15"IMER The CuStomer and the tustomefs archhOtts, efligbeers, owsullants and other pmfMsicrials are oamolatiely respaosible for the selecfion� Installation, and maintenance of 5UITASUSFY, OEWGN, MERCHANTA5ti-179, OR FITNESS OF THE PRODUCT FOR CUSTQMER % APPLIWION. Copies 0 A9Ts elandanrI wauawius we avaikobte up" request any prWu,;t prchised fmm ART, and EXCEPT AS EXPRESSLY PROVIDED IN AST'S STANDARD WARRANTIES, ART MAKES NO WARRANTY, EXPRESS OR IMPLIFO, AS TO THE .............. . .... ............ ­.­­­­.­ ....................... ................ ... . ...... .................. . .... . ..... .............. ................ . ..... ......................... - SUITABILITY, DESIGN, MERCHANTABILITY, OR FITNESS Of THE PRODUCT FOR CUSTOMERSAPPUCATION. NOTES: 10- W. A., HDPE OUTFALL PIPE FOR TRENCH DRAIN. OUTFALL - PIPE SHALL HAVE A 2% MIN. SLOPE. 2.OUTFALL PIPE FOR TRENCH DRAIN SHALL CONNECT TO STORM SEWER SYSTEM WITH A WYE FITTING. 3, ALL CONNECTIONS TO TRENCH DRAIN AND STORM SEWER SHALL BE WATERTIGHT. 4. STYLE AND COATING FOR TRENCH DRAIN GRATE TO BE SPECIFIED BY OWNER. Mmem DESIGNED BY: DAT PROJECT: STONEFIELD SET REV. NO. 9 Immainninwaw ENcINEERS TOWN CENTER -- FINAL SITE PLAN AMENDMENT SURVEYORS DRAWN BY: ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: TLB TITLE: PLANNERS ds CG-12 DETECTABLE WARNING; SURFAC E DIHR BY: TYPICAL DETAILS TYPE A (PERPENDICULARI APPLICATION Assu--,CIATES, Jezzb a. \RRCINIA DEPARTMENT OF TRANSPORTATION SHEET NUMBER: 2 ANCHOR RIB (TYP) HALT HANGER STRIP (2) HANGER SCREWS (4) PVC ADAPTOR (1) ASSEMBLED VIEW NOTES: 1. CROSS WALKS SHALL BE CONSTRUCTED WITH VDOT TYPE B CLASS I THERMOPLASTIC MATERIALS IN ACCORDANCE WITH THE VDOT ROAD AND BRIDGE—SPECIFICATIONS 2. CROSSWALK MATERIAL COLOR SHALL BE WHITE 6" WIDE PEDESTRAIN CROSSWALK PAVEMENT MARKING DETAIL NOT TO SCALE BY I DATE jr4l��;1111 CG-12 0,5 AT � I BACK OF CORB 201 --- N A NAMW94cm SECTION A-A IIES 1 5 FOR DETAILS SECTION 8-8 NOTEV FOR GENERAL NOTES ON THE DETECTABLE WARNINC SURFAM CROSSWALK SEE SNEE T I OF S. IREO LENGTH OF A ALLEL RAW TYPICAL PLACEMENT T1111 111OL Is LUTIEO to is FEET _SS OF THE AT INTERSECTION I A WITHIN CROSSWALK WITHOUT BUFFER ICROSSWALX I 21.87 "' [556mm] ---I Em Plan Notes Series Number: TR18-18,502G.JB-F20E 1. Grates: *Cast Gray Iron per ASTM A48 Class 35-5 (Uncoated) *ripen Area, 0.97 F-17 per Lineal Foot 1029 M2 per Lineal Meter] *Load Rating: 2496 PSI (AASHTO M-306 Test Method) •Made In the USA 2. Form Release: Non-Petroleum Based 3. Concrete: Concrete Thickness and Reinforcement per Structural Engineer's Specification for the Application. — MIN. (TYPICAL EITHER END} 2 Part#1811A 1.75* X 1.750 X 0, 19' 1 LENGTH OF ADAPTOR 7 (44.5mm X 44.5mm X 4.8mm) ----------------- — —APPROX. 10 1/4". FIELD GRATE END VIEW Black Epoxy Coated MEASURE FOR CUT 1 N N Steel Angle, with Anchor Studs A 20.25"[514mml- �Nll IN, Part #F2OE . ....... NN IN, .......... N Concrete Stab 2" BOTTOM OF ANCHOR RIB TO J N 18.25" [464m Expansion Joint Both TOP OF SLOT L Sides (Recommended) . ............ A 12" Min. SECTION A-A CHANNEL MODIFICATIONS �a. 'Rail Clamp FOR 08" PVC ADAPTOR rzps Former Part #TR18 NOTES; Monolithic Pour 6" (1 52mm) '4 No-Float 1 . Cut opening in bottom of channel per "CHANNEL MODIFICATIONS" Diagram above using typical Minimum All Sides #4 Reber U-Leg masonry equipment, ­7 2. Set PVC ADAPTOR into opening in MODIFIED CHANNEL. 3"[76mm I 1Z 3. Center HANGER STRIP in opening and against top surface of ANCHOR RIB, Anchor Slab Minimum 4, Insert HANGER SCREW through hole in HANGER STRIP and drive screw into PVC ADAPTOR, Repeat 1'(25mm)] for all screws. Cut screw penetrating PVC ADAPTOR as required after installfion. Minimum 5. Caulk or tape over any openings between PVC ADAPTOR and CHANNEL as required to control concrete END CROSS SECTION VIEW leakage. cop ght@2010A8T,1n 6. Locate and align assembled unit in trench and connect piping. --- — — --- -------------------------- ........... . . 0 SPECIFICATION DRAWING 02007 ABT, Inc, TFX1.8 - 18" [45 mm] ID Trench Former@ System with High Intake Grate 08" PVC Pipe Adaptor 5 iWil C3 RO, SOX 83712." MV RMCKROAD Z_ jffj��- Installation Instructions PLC?. BOX 837, 25.4 MURDOCK ROAD TROUTMAN, NO 28166 SERIES'.. 8-1 8.502G.JB-FOE REV, (704) 5,28-",06 i 01 i TROUTMAN, NC 28160 FILE: PART.' ------- qo�l) 5,_)8-,eW6 S-2832 2832 Proprietary rightia of AST, Inc, are inducted in the info nation diwAmed hereh, The rs<JrAFn4 by aMcntilg ft.5 a90,10S northe mAxrnation (JlKkwod hereinnolr any part thereof SWI be copied, reproduced or trensforrod to O_. ahars fe, or for any othef pteposa except as In wn,,,ne by ABT. Inc, of AST, Ina ate, indv in the infvmfion d! hw�n- Tt�o radp*t by =eong 4664� agreas that neither this dwwwnt nor the information ftclosad -------- - - - - - ------ --- ----- therein no any part thereof shall be copied, reproduced o, tr4msrened to others fof manuteaturInq or for any 00lar purpoa,� except as spWlcally authorized in w.fiting by AST, Inq, I DISDLNWR� The coWrner and Ins ouwo mft archnects, engimers, cons4ints and other pcofesaionwa are cociplatefy mspoo sttft tor M� selection, instarawn, Ono of I any product pur0ased frorn ART, and EXCEPT AS EXPRESSLY PROVIDED IN ABT'S STANDARD WARRANTIES, ABT MAYES NO WARRAWY, EXPRESS OR IMPLIED, AS to THE a15"IMER The CuStomer and the tustomefs archhOtts, efligbeers, owsullants and other pmfMsicrials are oamolatiely respaosible for the selecfion� Installation, and maintenance of 5UITASUSFY, OEWGN, MERCHANTA5ti-179, OR FITNESS OF THE PRODUCT FOR CUSTQMER % APPLIWION. Copies 0 A9Ts elandanrI wauawius we avaikobte up" request any prWu,;t prchised fmm ART, and EXCEPT AS EXPRESSLY PROVIDED IN AST'S STANDARD WARRANTIES, ART MAKES NO WARRANTY, EXPRESS OR IMPLIFO, AS TO THE .............. . .... ............ ­.­­­­.­ ....................... ................ ... . ...... .................. . .... . ..... .............. ................ . ..... ......................... - SUITABILITY, DESIGN, MERCHANTABILITY, OR FITNESS Of THE PRODUCT FOR CUSTOMERSAPPUCATION. NOTES: 1. CONTRACTOR SHALL PROVIDED 8"0 HDPE OUTFALL PIPE FOR TRENCH DRAIN. OUTFALL PIPE SHALL HAVE A 2% MIN. SLOPE. 2.OUTFALL PIPE FOR TRENCH DRAIN SHALL CONNECT TO STORM SEWER SYSTEM WITH A WYE FITTING. 3, ALL CONNECTIONS TO TRENCH DRAIN AND STORM SEWER SHALL BE WATERTIGHT. 4. STYLE AND COATING FOR TRENCH DRAIN GRATE TO BE SPECIFIED BY OWNER. Mmem DESIGNED BY: DAT PROJECT: STONEFIELD SET REV. NO. 9 Immainninwaw ENcINEERS TOWN CENTER -- FINAL SITE PLAN AMENDMENT SURVEYORS DRAWN BY: ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: TLB TITLE: PLANNERS C-28 DIHR BY: TYPICAL DETAILS Assu--,CIATES, HFW SHEET NUMBER: WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: PO Box 4119 3040 Avemore Squ= PI. Lynchburg, VA 24502 Chulottesville, VA 22911 Phone: 434.316.6080 Phone: 434.984.2700 208026.45 802645C—C-28—Amend dwg IL CIVIL H: N 815111 1 31 of 52 www.wwassociates.net V: N . P. k*7 3 a �e I N I C3 �I cc 0 ao 3 i O Q H L N yC V 9 20 !Q Cd O O v v 0 Short Version BMP Computations For Worksheets 2 - 6 Short Version BMP Computations For Worksheets 2 - 6 Short Version BMP Computations For Worksheets 2 - 6 Albemarle County Water Protection Ordinance: Modified Simple Method Albemarle County Water Protection Ordinance: Modified Simple Method Albemarle County Water Protection Ordinance: Modified Simple Method • Plan: Town Center Site Plan W ate r Resources Area. Plan: Town Center Site Plan Water Resources Area Plan Town Center Site Plan Water Resources Area: ...... ....................__ 'Pre parer: DAT Date: 7 11/11 Pre a.rer: DAT ... ,..._..................__... .__,.........- ._.. ............. ... _.._._... _ ..._,__.,.D.._..a_.._.t. e 7/11/11 _ _........ _ Pre parer: SAR Date: 7 /19/11 _........._ . ........... .. _.. _._..._.__..- ...... Project Drainage Area Designation P Area ion .,._ Project .......... ..... Project Drainage Area Designation Blocks A, B, & C (drains to South SWM Facility) J Project Drainage Area Designation Hotel Site, Building D3 1 (drains to North SWM Facility) L storm pollutant export in pounds, L = [P(Pj)Rv /12 ] [ C(A)2.72 ] L storm pollutant export in pounds, L = [P(Pj)Rv /12 ] [ C(A)2.72 ] L storm pollutant export in pounds, L = [P(Pj)Rv /12 ] [ C(A)2.72 ] Rv, mean runoff coefficient, Rv= 0.05 + 0.009(1) Rv mean runoff coefficient, Rv= 0.05 + 0.009(1) Rv mean runoff coefficient, Rv= 0.05 + 0.009(1) Pj small storm correction factor, 0.9 Pji small storm correction factor, 0.9 Pj small storm correction factor, 0.9 1 percent imperviousness I percent imperviousness I percent imperviousness P annual precipitation, 43" in Albemarle P annual precipitation, 43" in Albemarle P annual precipitation, 43" in Albemarle A project area in acres in subject drainage area, A = i 20 99 pj A project area in acres in subject drainage area, A 17 33AE A project area in acres in subject drainage area, A ! 3 2b _...._.. _...._...._.. C pollutant concentration, mg /I or ppm target phosphorus C pollutant concentration, mg /I or ppm target phosphorus C pollutant concentration, mg /l or ppm target phosphorus f factor applied to RR f factor applied to RR f factor applied to RR V required treatment volume in cy, 0.5" over imperv. area = A(1)43560(0.5/12)/27 V required treatment volume in cy, 0.5" over imperv. area = A(1)43560(0.5/12)/27 V required treatment volume in cy, 0.5" over imperv. area = A(1)43560(0.5/12)/27 RR required removal , L(post) - f x L(pre) RR required removal , L(post) - f x L(pre) RR required removal , L(post) - f x L(pre) %RR removal efficiency , RR100 /L(post) %RR removal efficiency , RR100 /L(post) %RR removal efficiency , RR100 /L(post) rev. 30 May 2002 JMK NO. I SHEET REVISION I BY I DATE I NO. Short Version BMP Computations For Worksheets 2 - 6 Albemarle County Water Protection Ordinance: Modified Simple Method Plan Town Center Site Plan Water Resources Area: Pre parer: SAR Date: 7/19/11 Project Drainage Area Designation Second Street (drains to North SWM Facility) L storm pollutant export in pounds, L = [P(Pj)Rv /12 ] [ C(A)2.72 ] Rv mean runoff coefficient, Rv= 0.05 + 0.009(1) Pj small storm correction factor, 0.9 1 percent imperviousness P annual precipitation, 43" in Albemarle A project area in acres in subject drainage area, µ A = 0 47 C pollutant concentration, mg /I or ppm target phosphorus- ­­f factor applied to RR V required treatment volume in cy, 0.5" over imperv. area = A(1)43560(0.5/12)/27 RR required removal , L(post) - f x L(pre) %RR removal efficiency , RR100 /1-(post) 299E I(pre) I(post) l(pre) I(post) { Rv(post) j... V I E C E 0 88m _ 1071 7 - ...... (re ) L (p r e) L(post -.. ` „., 0 87 .. .� 1282 4 ._..... ., .,E New Development (For Development P p Areas, existing impervious cover <_ 20 %) ..... _ ................ _..,, C f 1 ( re) * ( p New Development ( For Development Area existin g impervious ervious cover <= 20% C f I (pre Rv(pre) L(pre) I L(post) 24.47 / RR Ar,. e..... a Type '. - ..... ........ .M,... , .. 0 .. . , 1.00 20% 0.23 29.64I .. . 111.85: ...8...2... 2..... . .,. .1 j . :.«„....,,, : , w. .. 73%1, Develo men t Area b. 3 5 / . 0.05 3.22 55. 92 52.70 94 / j Dunkin Water Watersheds 0.40 LE 1.00 I%i . 0.06 4.34 63.91 t 59 57 93% Other Rural Land i f * min. values cover > 20 %) ...mom.: ........ _... ,__.........., C f I I re * ' l (p } ............ Rv re (p ) ....... L(pre) (p ) .: ... ........ L post (p ) F Development R.,e....d.. v l o nt vel o p men t e a in g over � e,..r..v.E i o...u� s 20 °!o ) �e . s ...m ..... C .. . .( .. . . .r .. f . I p re _.A.,...r. Rv re we, ...x,.,.i,.st. L(pre) ._im � . os . ._c... _.> . RR i ...,.... � .. .,µ . . Ar.e, - a ----- e % R type , fl . fl fl 0 29 6 4 11 1 85 85.17 76% a Development A,..r..e._a 0.35 0.85 ; 0 °l0 0.05 , 3.22 55.92 , 53.18 , 95l0` g , Drinking Watelr Watersheds E 0.40 , 0.85: 1°!0, _........,- 0.06 . , .. 4.34 63.91 ,...,..__ 60.22 �..�x � ........... : .. ._ . .......__, __ .. _...... 94% Other Rural Land rev. 30 May 2002 JMK NO. I SHEET REVISION I BY I DATE I NO. Short Version BMP Computations For Worksheets 2 - 6 Albemarle County Water Protection Ordinance: Modified Simple Method Plan Town Center Site Plan Water Resources Area: Pre parer: SAR Date: 7/19/11 Project Drainage Area Designation Second Street (drains to North SWM Facility) L storm pollutant export in pounds, L = [P(Pj)Rv /12 ] [ C(A)2.72 ] Rv mean runoff coefficient, Rv= 0.05 + 0.009(1) Pj small storm correction factor, 0.9 1 percent imperviousness P annual precipitation, 43" in Albemarle A project area in acres in subject drainage area, µ A = 0 47 C pollutant concentration, mg /I or ppm target phosphorus- ­­f factor applied to RR V required treatment volume in cy, 0.5" over imperv. area = A(1)43560(0.5/12)/27 RR required removal , L(post) - f x L(pre) %RR removal efficiency , RR100 /1-(post) SHEET REVISION BY I DATE rev. 30 May 2002 JMK 299E I(pre) I(post) Rv(post) V I(post) Rv(post) V 4 E C E 0 88m _ 1071 7 - ...... (re ) L (p r e) L(post 0. 81 E 181.21 New Development (For Development P p Areas, existing impervious cover <_ 20 %) ..... _ ................ _..,, C f 1 ( re) * ( p Rv(pre) ; s L(pre) I L(post) RR ° /° RR ;Area Type 0.7 201 0. 23 24.47 93 40 68.9 7 4/ .De ve I o p me nt Ar ea o . 1. 0; fl.35 Ofl : 0 / . 0.05 2.66E , 46.70: 44.04 _ O :. 94/0;, Dunkin Water Watersheds 4 g 0.40 1.00: ;: 1.10, 0.06 3.59 I 53.37 , 49.79 93W Other Rural Land * min. values 1.00 1°!0 0.06 ; 0.66 9.07 8.41 Redevelopment ( For Development Area s, existin g impervious ervious cover > 20 %) ...mom.: ........ _... ,__.........., C f I I re * ' l (p } ............ Rv re (p ) ....... L(pre) (p ) .: ... ........ L post (p ) ,_...,.... RR .........,.,.,.. .._ _. ..._.....�, .... % RR Area Type Area _....... yp 0.70 O 90 20% 0.23 i 24.47 93.40 = 71.38 , 76 0 Development Area Q 0.35 ' 0.85 , 0 /0, 0.05 , 1. 2.66 d 46.70 , 44.44 x 95 %' Drinking Water'Watersheds g E - ° 0.40 ; `.0.85 E 1 /0: 0.06 = 3.59 I 53.37 j § 50.32 ° 94 /o� Other. Rural Land , SHEET REVISION BY I DATE rev. 30 May 2002 JMK rev. 30, May 2002 JMK v =y ENGINEERS SURVEYORS PLANNERS AsS 0 -111ATES l(pre) I(post) Rv(post) a m V 091 299E l(pre) I(post) Rv(post) V 4 E C E r . I (p e) *Rv ...... (re ) L (p r e) L(post 0. 81 E 181.21 1.00 . 201 0 2 3 0.66 2. 60 New Development (For Development Areas, existing impervious cover <= 20 1/o) C f I (pre) * Rv pre L(pre) L(post) RR i o /o RR Area Type 0..7.0. 0 20%' : 4..5 2 15.88 . 36 1 72/( Development Area 1 , n ...1.�..�0m . ..,�. a .....; � 1.00E 0 /0; ,_..0.,_._2.3. 0.05 .,, . ...__ 0.49: ,. 7.94 ......1...1. 7.45 9 94%1 Drinking Water Watersheds 0.40E 1.00 1°!0 0.06 ; 0.66 9.07 8.41 93%' Other Rural Land min. values RR ' .. .... ......... %RR A..... Ty,pe,..,.... E 0.90' 20%, 0.23 0.66 E 2.60 ... ..... 2.01 77l0! Development Area 0.35 ; F~ 0.85 = Redevelopment (For Development Are as, existi ng g imp erv. ious cover > 2 0 %) ` C ! f I (pre) *Rv r e F L re f . . _ ....... L L(post) RR Area- rea T e 0 70 0.90 f 2 / 2 3 4 2 1 5 88 11.81 74 / Development Area E...: 0.35 ... O .. fl. ' 0 /0; 85 . 0. 05 0.49E 7.94 , 7.52 � 95/ Dnnkln Water Watersheds 0 g , fl 6 066: 0 7 9. 8 er ura l Land o, d rev. 30, May 2002 JMK v =y ENGINEERS SURVEYORS PLANNERS AsS 0 -111ATES l(pre) I(post) Rv(post) a m V 091 299E New Development (For Development Areas, existing impervious cover < = 20 %) ... ... E C E r . I (p e) *Rv ...... (re ) L (p r e) L(post . .. ... . ...... ...... /RR Area Type .... 1.00 . 201 0 2 3 0.66 2. 60 1. 4 Area D eve I op men t °' 1 0 _ .,. 0/ 0 0 5 = 0 0 7 1. 1. 23 ......._ ". Drinking Water Watersheds 95 / , 0.40 , ' 1.00. ' 1 l0.; 0.06 � 0.10: . 1.49 1.39 I n 94 /o( Other Rura La d min. values ...... 3., , . , ,.,x ....... ... Redevelopment (For Development Areas, existing impervious cover > 20 %) ° C f I (pre).. i Rv(pre,)...... L(pre) ' L(post) RR ' .. .... ......... %RR A..... Ty,pe,..,.... E 0.90' 20%, 0.23 0.66 E 2.60 ... ..... 2.01 77l0! Development Area 0.35 ; F~ 0.85 = . 0% 0.05 0.07 1.30: , 1.24 Drinking 95 %, Dunkin Water Watersheds 0 04 08 5 1 ! 0 06 0 1 0 1.4 9 1.4 0. 9 /E Other Rural Land rev. 30 May 2002 JMK DESIGNED BY: PROJECT: Joe STONEFIELD DRAWN BY: TOWN CENTER - FINAL SITE PLAN AMENDMENT KIM ALBEMARLE COUNTY, VIRGINIA TITLE: DIHR BY: BMP CALCULATIONS HFW WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 208026.45 802645C -C -29 Amend.dwg �: 81511 SET REV. NO. 9 DRAWING NUMBER: C -29 SHEET NUMBER: 32 of 52 1,6, A 3 v r I U VI 0 3 C h L G CJ 3 F6 cd O N 2 0 4 4 -q) r 9 N N 10 NO. Pp� )111` °d CURB INLET FIL7RRRA �dO�oOdgfl��pd�d �Q LLLL L LLLL LLL PLAN VIEW STANDARD TRANSITION FROM ELEV �A! MUST CURB AND STANDARD TO BE HIGHER GUTTER DEPRESSED THAN ELEV ,B, (TYP) GUTTER (TYP) SLOPE FILTERRA THROAT CURB INLET THROAT GU R -- -�„ FLOW GUTTER FLOW DEPRESSED GUTTER AT FILTERRA BYPASS CURB INLET THROAT OPENING (TYP) FLOWLINE ELEV'A' FLOWLINE ELEV'S' ELEVATION VIEW INTERLOCKING FILTERRA UNIT STORMWATER JOINT (TYP) Co STRUCTURE d e x OUTLET PIPE d 0 (BY OTHERS) CONNECT I M 7 TO STORM DRAIN Z p. p EFFLUENT PERFORATED (o INVERT Gur 1011^ATER UNDERDRAIN SYSTEM (3' -6 ") STRUCTURE BY AMERICAST EFFLUENT IN (MUST BE LOWER) CROSS SECTION MODIFICATIONS OF DRAWINGS ARE ONLY PERMITTED BY WRITTEN AUTHORIZATION FROM FILTERRA DATE: 07 -07 -06 DWG: FLP -2 FILTERRA@ TYPICAL FLOWLINE erpyri-ht02007byAM.1i0a9t AND OULET PIPE RELATIONSHIP u US PAT 5,777,274 AND 6i569,321 STORMWATER NARRATIVE STORMWATER DETENTION FOR THE IMPROVEMENTS PROPOSED WITH THIS SITE PLAN WILL BE PROVIDED BY THE PERMANENT NORTH SWM FACILITY AND THE SOUTH SWM FACILITIES. DETAILS FOR THESE FACILITIES ARE ' LOCATED ON THE ALBEMARLE PLACE STORMWATER MANAGEMENT PLAN, WPO# 2010 - 00023. STORMWATER QUALITY FOR THE IMPROVEMENTS PROPOSED WITH THIS SITE PLAN WILL BE PROVIDED BY THE STORMFILTER AND VORTECHS UNITS TO BE CONSTRUCTED AS PART OF THE ALBEMARLE PLACE STORMWATER MANAGEMENT PLAN, WPO# 2010- 00023, AND THE NORTH BIOFILTER AND FILTERRAS PROPOSED AS PART OF THIS PLAN. THE STORMFILTER AND VORTECHS UNITS PROVIDE A POLLUTANT REMOVAL RATE OF 60 %. THE NORTH BIOFILTER HAS BEEN SIZED TO PROVIDE A POLLUTANT REMOVAL RATE OF 65% AND THE FILTERRAS PROVIDE A PORLLUTANT REMOVAL RATE OF 74 %. THE REQUIRED POLLUTANT REMOVAL RATE FOR THE PROJECT IS 73 %. (PLEASE REFER TO DWG. C -29 FOR BMP COMPUTATIONS PERFORMED USING THE SIMPLE METHOD WORKSHEET.) THE NORTH BIOFILTER AND FILTERRAS SHALL BE INSTALLED AS PART OF THIS PLAN AND WILL PROVIDE THE REMAINING WATER QUALITY NECESSARY FOR THE STONEFIELD TOWNCENTER DEVELOPMENT. FOR THE PROPOSED PROJECT AREA, THIS PLAN COMBINES THE OVERALL POLLUTANT LOADING FOR BUILDINGS A -I, A -III, A -IV, A -V, B -I, B -11, B -III, C1 -I, C1 -ll, O1 -III, C2 -1, C2 -II, D3 -1 (HOTEL), AND THEIR ASSOCIATED PARKING AREAS. FOR THE PURPOSE OF CALCULATING THE POLLUTANT REMOVAL PROVIDED THE SITE HAS BEEN DIVIDED INTO TWO SEPARATE DRAINAGE AREAS. POLLUTANT REMOVAL CALCULATIONS FOR AREAS DRAINING TO PERMANENT NORTH UGD FACILITY REFERENCE SIMPLE METHOD WORKSHEETS ON DWG No. C -29 AND THE DRAINAGE AREA MAP ON DWG No. C -22. TOTAL DRAINAGE AREA = 3.67 ACRES TOTAL L(PRE) 5.18 LBS TOTAL L(POST) = 18.48 LBS TOTAL POLLUTANT REMOVAL REQUIRED = 13.30 LBS DRAINAGE AREA TO FILTERRAS = 1.98 ACRES PERCENTAGE PROJECT AREA TREATED BY FILTERRAS = 54% FILTERRA POLLUTANT REMOVAL RATE = 74% NORTH BIOFILTER POLLUTANT REMOVAL RATE = 65% STORMFILTER & VORTECHS POLLUTANT REMOVAL RATE = 60% POLLUTANT REMOVED BY FILTERRAS (0.54)(18.48 LBS)(0.74) = 7.38 LBS POLLUTANT LOAD REMAINING = (0.54)(18.48) - 7.38 = 2.60 LBS POLLUTANT REMOVED BY STORMFILTER & VORTECHS [(0.66)(18.48) +2.60](0.60) = 8.88 LBS TOTAL POLLUTANT LOAD REMOVED 7.38 LBS + 8.88 LBS = 16.26 LBS 16.26 LBS - 13.30 LBS = 2.96 LBS THERE IS A 2.96 LBS SURPLUS FOR THIS AREA. REVISED FILTERRA SCHEDULE REVISED FILTERRA SCHEDULE & POLLUTANT REMOVAL CALCULATIONS REVISED FILTERRA SCHEDULE & POLLUTANT REMOVAL CALCULATIONS REVISED FILTERRA SCHEDULE AND POLLUTANT REMOVAL CALCULATIONS SHEET REVISION SR 10/14/11 JB 11/16/11 JB 3/23/'12 JDB 4 20/'12 BY DATE NO. POLLUTANT REMOVAL CALCULATIONS FLUME - SLOPED CROWNED FLUME FACILITY REFERENCE SIMPLE METHOD WORKSHEETS ON DWG No. TOWARDS FILTERRA THROAT PRECAST FILTERRA FOR CLARITY) TOP SLAB (TYP) PRECAST TOTAL L(PRE) = 24.47 LBS FILTERRA FILTERRA THROAT TOP SLAB CURB 4 FILTERRA. kZ >1 i OPENING (TYP)T -6" THROAT OPENING .• DRAINAGE AREA TO FILTERRAS = 7.44 ACRES DOWEL BARS PERCENTAGE PROJECT AREA TREATED BY FILTERRAS = 43% -6 OPENING 0 12" O.C: 4 -6" OPENiN = 60% CAST -IN -PLACE ' Le ± (0.43)(93.40 LBS)(0.74) = 29.72 LBS n. .. i., FLUME & GUTTER � - UNDERDRAIN SYSTEM Y .> FILTER MEDIA PROVIDED BY AMERICAST 72.6 (SLOPED TOWARD A A PRECAST 481.00 476.17 DOWEL FILTERRA. THROAT) a f Block B Parking FILTERRA r, CAST -IN -PLACE (TYP) 474.50 8 DOWEL BOX WALL A -IV FLUME & GUTTER 484.00 PRECAST i 8 MP) (CROWNED AND SLOPED FILTERRA C2 -I FTRD 10X6 -10B TOWARD FILTERRA THROATS) BOX WALL SECTION'S VIEWS OF FILTERRA IN TYPICAL FLUME APPLICATIONS SEE BELOW FOR DETAILS NOT SHOWN STANDARD 90' NOSING B -III (OTHER NOSING AVAILABLE 482.15 UPON REQUEST) 474.00 10 1 5i.1 79.3 H t I P rkin Block A Parking PRECAST FTRD X6 -8C FTRD 8X6 -10D 4 95 483.53 48 .29 478.70 TOP SLAB 4 -6" CLEAR THROAT 10 48.2 Swanson Drive C2 -II OPENING 486.32 481.49 82.2a 918siqI 14t PaFliiRg 471 4. ° Odd 92.2 Block C -2 Parking 10 X 6 482.85 w, e4 6 Y . 4.4 12 X6 484.98 CAST IN -PLACE 4 480.10 6 Y DEPRESSED < 1 0 X 6 490.86 AND T�ROAT OPENING d. ° ° 6 Y (BY CONTRACTOR) Block B Parking 10X6 480.56 476.73 475.10 6 Y + Block B Parking THROAT PROTECTION DEVICE #4 DOWEL BARS 0 12" O.C. BY AMERICAST 474.79 . DO NOT REMOVE - LEAVE TO BE BENT AS NECESSARY BY CONTRACTOR 101.1 I I <',.;. IN PLACE UNTIL SITE IS PRIOR TO INSTALLATION OF FIELD POURED GUTTER 473.77 I t .;..; STABILIZED AND FILTERRA Y 103.2 U IS ACTIVATED PRECAST BOX WALL 486.45 485.60 4 Y IMPORTANT Hotel Parking FILTERRA FLOWLINE MUST 492.65 BE AT A HIGHER SECTION ViEW ELEVATION THAN BYPASS STANDARD FILTERRA THROAT OPENING FLOwLZNEOTHO INLET [3R MODIFICATIONS OF DRAWINGS ARE ONLY PERMITTED 6 X 8 BY WRITTEN AUTHORIZATION FROM FILTERRA DRAWING AVAILABLE IN TIFF FILE FORMAT. 485.73 DATE: 02 -27 -06 DWG: GGT -4 Hotel Parking 6 X 12 493.44 489.61 488.60 6) Q( FILTERRA@ THROAT OPENING fikerra" AND GUTTER OR FLUME DETAIL C'opyrig]ivC':> 2x707 by Ame�`i�si - US PAT 6,277,2 AND 6,569,321 1 POLLUTANT REMOVAL CALCULATIONS PLANT AS SUPPLIED FOR AREAS DRAINING TO SOUTH UGD FACILITY REFERENCE SIMPLE METHOD WORKSHEETS ON DWG No. C -29 AND THE DRAINAGE AREA MAP ON DWG No. C -22. FOR CLARITY) TOTAL DRAINAGE AREA = 17.33 ACRES CURB AND GUTTER TOTAL L(PRE) = 24.47 LBS (BY OTHERS) TOTAL L(POST) = 93.40 LBS 1 STREET y I TOTAL POLLUTANT REMOVAL REQUIRED = 68.93 LBS 4 ll DRAINAGE AREA TO FILTERRAS = 7.44 ACRES DOWEL BARS PERCENTAGE PROJECT AREA TREATED BY FILTERRAS = 43% FILTERRA POLLUTANT REMOVAL RATE = 74% 0 12" O.C: STORMFILTER & VORTECHS POLLUTANT REMOVAL RATE = 60% POLLUTANT REMOVED BY FILTERRAS Le ± (0.43)(93.40 LBS)(0.74) = 29.72 LBS UNDERDRAIN STONE PROVIDED BY AMERICAST POLLUTANT LOAD REMAINING = (0.43)(93.40) - 29.72 = 10.44 LBS POLLUTANT REMOVED BY STORMFILTER & VORTECHS [(0.57)(93.40 LBS) + 10.44](0.60) = 38.21 LBS TOTAL POLLUTANT LOAD REMOVED 29.72 LBS + 38.21 LBS = 67.93 LBS 67.93 LBS - 68.93 LBS = -1,00 LBS THERE IS A 1.00 LBS DEFICIT FOR THIS AREA. 2.96 LBS - 1.00 LBS = 1.96 LBS THERE IS A TOTAL SURPLUS OF 1.96 LBS FOR THIS SITE PLAN. FILTERRAS FILTERRAS TO BE STANDARD CONFIGURATION WITH RECESSED TOP SLAB AND ROOF DRAIN FILTERRAS. SEE TYPICAL DETAILS AND FILTERRA SCHEDULE ON THIS SHEET. SHEET REVISION BY I DATE 6" - W - G' -O„ I G^ I -------------------- I , I I I I +A © 11 i I � � I I I , I I I I I � � I I L PLAN VIEW Lr� TREE FRAME & GRATE INLET SHAPING A (BY OTHERS) 4 SDR -35 PVC COUPLING CAST INTO PRECAST BOX WALL BY AMERICAST (OUTLET PIPE LOCATION VARIES) CURB (BY OTHERS) CAST IN TOP SLAB PLANT AS SUPPLIED CLEANOUT COVER BY AMERICAST GALVANIZED CAST IN TOP SLAB (NOT SHOWN ANGLE NOSING Bypass Str INV IN 473.60 FOR CLARITY) TOP SLAB CURB AND GUTTER INTERLOCKING (BY OTHERS) JOINT (TYP) a 1 STREET y I O I = 4 ll 1 DOWEL BARS m 4 X 12 478.32 0 12" O.C: 472.00 4 .... Le ± 6'x10' UNDERDRAIN STONE PROVIDED BY AMERICAST �� PERFORATED MULCH PROVIDED BY AMERICAST UNDERDRAIN SYSTEM Y BY AMERICAST FILTER MEDIA PROVIDED BY AMERICAST 72.6 5E,CTION A A DESIGNATION L W TREE GRATE OUTLET Filterra INV OUT 475.73 Bypass Str INV IN 473.60 PVC Outfall (in.) 4 QTY & SIZE PIPE 6 x fi 6' -4" 6' -0° (1) 3x3 4" .SDR -35 PVC MODIFICATIONS OF DRAWINGS ARE ONLY PERMITTED BY WRITTEN AUTHORIZATION FROM FILTERRA DRAWING AVAILABLE IN TIF FILE FORMAT. DATE: 07 -07 -06 DWG: FTST -2 Qj �QaQ� PRECAST FILTERRA@ UNIT���fn1��51® STANDARD CONFIGURATION US PAT 6,277,274 enp, ',Lt a� 2"oi by Amerl �x AND 6,569,321 A L 29 Ymk #SLANT SUPPLIED BY AMERICA (NOT' SHOW FOR CLARITY') : OLEANOtrr COVER TR FRAME IN TOP, SLAB PVC PIPE SI'l hl CFt�TE SST t _. I �EIP sL CONTRA TOR BLOCKS TOP SLAB ) a m'ru xv,�nm? m•' wv s,:¢u •wu +e <ar rmr�rr�IFaa lIY WRTfT£Id AitTHDRlEATIDN Fltl FIkTIi�R+4 nRA� AvAIIAt�.0 94 t':K Far: F'dRN,4`t:' EkTE.: 01 -10 lid FTRD t 2x6' lO ROOF D IN CONFIGURATION S V"11TH I'v, PV0 PIPED I US PAT 21771274 AND CIWAV Filterra Schedule Structure Number 38.4 Location Second Street Size (ID ft) 8 X 4 Filterra TC 479.40 Filterra INV OUT 475.73 Bypass Str INV IN 473.60 PVC Outfall (in.) 4 Recessed Top Y 38.5 Second Street 8 X 4 479.36 475.69 473.60 4 Y 72.5 Block B Parking 4 X 12 478.32 474.65 472.00 4 Y Block A Parking 6'x10' 481.40 477.57 475.33 6" Y 81.4 Block A Parking 72.6 Block B Parking B -II FTRD 8X6 -1 OD 481.00 476.17 474.50 10 72.7 Block B Parking B -1 FTRD 6X4 -8B 480.50 475.84 474.50 8 81..3 Block A Parking A -IV FTRD 6X6 -8C 484.00 479.34 478.60 8 94..2 Block C2 Parking C2 -I FTRD 10X6 -10B 490.26 485.43 483.15 10 99.3 Block B Parking B -III FTRD 12X6 -1 OA 482.15 477.32 474.00 10 1 5i.1 79.3 H t I P rkin Block A Parking H tei A -1 FTRD X6 -8C FTRD 8X6 -10D 4 95 483.53 48 .29 478.70 4 7,1 1 477.33 8 10 48.2 Swanson Drive C2 -II FTRD 10x6 -1 OA 486.32 481.49 82.2a 918siqI 14t PaFliiRg 92.2 Block C -2 Parking 10 X 6 482.85 479.02 477.96 6 Y 93.2 Block C -2 Parking 12 X6 484.98 481.15 480.10 6 Y 95.2 Block C -2 Parking 1 0 X 6 490.86 487,03 485.52 6 Y 98.2 Block B Parking 10X6 480.56 476.73 475.10 6 Y 99.2 Block B Parking 10X6 478.62 474.79 474.10 6 Y 101.1 Block B Parking 10 X 6 477.60 473.77 472.75 6 Y 103.2 Hotel Parking 6 X 6 490.12 486.45 485.60 4 Y 103.3 Hotel Parking 6 X 8 492.65 488.98 485.60 4 Y 104.1 Hotel Parking 6 X 8 1 490.23 486.56 485.73 4 Y 106.1 Hotel Parking 6 X 12 493.44 489.61 488.60 6 Y F IL I ERRA STRUCTURES 79.2, 81.1, 81.2, 82.1, 82.1, AND 108.1 HAVE BEEN REMOVED FROM THE PLANS. KUUt-UKAIIN t-ILI LKKA J I KLIU UKt 40.1 HA5 tittN KLMUVLU I-HUM I HE PLANS. Structure Number Roofdrain Filterra Schedule Structure Number Location Building Serviced Model # Filterra Top Filterra INV OUT Bypass Str INV IN PVC Outfall (in.) 54 -5 Block A Parking A -V FTRD 6X6 -8C 486.15 481,49 478.60 8 4'x6' 488.96 485.29 479.72 4" Y 79.2 Block A Parking 6'x10' 481.40 477.57 475.33 6" Y 81.4 Block A Parking 72.6 Block B Parking B -II FTRD 8X6 -1 OD 481.00 476.17 474.50 10 72.7 Block B Parking B -1 FTRD 6X4 -8B 480.50 475.84 474.50 8 81..3 Block A Parking A -IV FTRD 6X6 -8C 484.00 479.34 478.60 8 94..2 Block C2 Parking C2 -I FTRD 10X6 -10B 490.26 485.43 483.15 10 99.3 Block B Parking B -III FTRD 12X6 -1 OA 482.15 477.32 474.00 10 1 5i.1 79.3 H t I P rkin Block A Parking H tei A -1 FTRD X6 -8C FTRD 8X6 -10D 4 95 483.53 48 .29 478.70 4 7,1 1 477.33 8 10 48.2 Swanson Drive C2 -II FTRD 10x6 -1 OA 486.32 481.49 1 481.00 10 KUUt-UKAIIN t-ILI LKKA J I KLIU UKt 40.1 HA5 tittN KLMUVLU I-HUM I HE PLANS. Structure Number Location Size Filterra Te Filterra INV OUT Bypass Str INV IN PVC Outfall Recessed 54.3 Swanson Dr 4'x6' 486.96 483.29 479,30 4" Y 54.4 Swanson Dr 4'x6' 488.96 485.29 479.72 4" Y 79.2 Block A Parking 6'x10' 481.40 477.57 475.33 6" Y 81.4 Block A Parking 6'x10' 482.94 479.11 477.27 6" Y 82.1 Block A Parking 6'x8' 486.15 482.48 480.95 4" Y 80.1 Block A Parking 6'x8' 484.35 480.68 476.40 4" Y 94.3 Block C Parking 6'x4' 488.83 485.16 483.48 4" Y 61.1 Bond Street 6'x4' 494.58 490.91 1 488.00 4" Y 43.7 Bond Street 4'x8' 494.50 490.83 1 487.00 4" 1 Y Filterra Standard Plan Notes fi [te fra Construction & Installation A. Each unit shall be constructed at the locations and elevations according to the sixes shown on the approved drawings. Any trlodilieations to the elevation or location shall . be at the direction of and approved by the Engineer, B. If the Filterra' is stured'before installation, the top slab; must be placed on the box usiing the 2x4 wood provided, to prevent any contamination from the site. All intetnai fitttings supplied (ifuny), must be left in place as per the delivery, C. Thlc unit shall be placed on a compacted sub -grade with a minimum 6 -inch gravel base maitching the final grade of the curb tine in the area of the unit; The unit is to be plaiced. such that the unit and top slab match the grade of the curb in the area of the Limit. Compact undisturbed sub -grade ttatcrials to 95% of maxlrnum density at +1- 2°ll" of Optimum moisture. Unsuitable. material below sub -grade shall be replaced to tho site engineer's approval. D. Outlet cotinectioiis shall be aligned and sealed, to meet the approved drawings with modifications necessary to meet site conditions and local regulations. E. Orice the unit is set, the internal wooden forms and protective mesh cover must be left ilit.act. Remove only the temporary wooden shipping blocks between the box and top slab, The top lid should be sealed onto the box section before 17ackfilling, using a non- shrink grout„ butyl rubber or similar waterproof seal, The boards on top of the lid and boards sealed in the unit's 'threat must NOT be removed. The Supplier (Ametrcast or its authorized dealer) will remove these sections at the time of activation. Backfilling . should be performed in a careful manner, bringing "the appropriate fill material up in 6" lifts on all sides. Precast sections shall be set in it manner that will result in a. watertight joint, In all instances, installation of Filterrat unit shall conform to ASTM specification 0491 "Standard Practice for Installation of Underground Precast Utility Structures ", unless directed otherwise in contract documents. F, Curb and gutter construction (where present) shall ensure that the flow -line of the Filterra'P units is at a greater elevation than the flow -line of the bypass structure or relief (drop inlet, curb cut or similar). Failure to comply with this guideline may cause faFlure and/or damage to the Filterra environmental device. G, J atcli Filterra' unit. must receive adequate irrigation to ensure survival of the living sysstem, during periods of drier weather. This inay' be achieved through a piped system, guttter flow or through the tree grate. oZkp71ni6 www.iilterra.com 26 AetivaHan " l 2 i A. Activation of the Filteirai' unit is performed ONLY by the Supplier. Purchaser is responsible for Filterra'r inlet protection and subsequent clean out cost. This process . cannot commence until the project site is fully stabilized and cleaned (%ill . landscaping, grass cover, final paving and street sweeping completed), negating the chance of construction materials contaminating the Filterra" system. Care shall be taken during construction not to damage the protective threat and top plates., B. Activation includes installation of plant(s) and mulch layers as necessary. Included Maintenance A. Each correctly installed Filterrag unit, is to be maintained by the Supplier;, or a Supplier approved contractor for a minimum period' of I year: The cast of this service is to be included in the price of each FilterraV unit. Extended maintenance contracts are available at extra cost upon request, B- Annual included maintenance consists of a maximum of (2) scheduled visits. The visits arc scheduled Seasonally; the spring visit aims to clean up after 'winter loads that may include salts and sands,. The fall visit heaps the system by removing excessive leaflitter. C, Each Included Maintenance visit consists of the following tasks. 1. Filterratb unit inspection 2. Foreign debris, silt, mulch & trash removal 3.. Filter media evaluation and recharge as necessary 4. Plant health evaluation and priming or replacements necessary 5. Replacement of mulch 6. Disposal of all maintenance refuse items 7. Maintenance records updated and stored (reports available upon, reQucst)I D. The beginning and ending elate of Supplier's obligation to maintain the installed system shall be determined by the Supplier at the time the system is activated. Owners must promptly notify the Supplier of any damage to the plant(s), which constitute(s) an integral part of the bioretention technology. 0--7107 zia ww,W filterra,eom 27 DESICNEJDB• PROJECT:. SET REV. N0. STONEFI ELD TOWN CENTER - FINAL SITE PLAN AMENDMENT BY: DRAWN KTM ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: TITLE: STORMWATER MANAGEMENT NARRATIVE, C -30 DiHR BY: HFW DETAILS, AND CALCULATIONS SHEET NUMBER: WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 208026.45 802645C- C- 30- Amend.dwg �.: 815111 33 Of J�2 P c`n a� U 3 F1 cs O 2 N U O O Q �O O a0 O N r a -e i �I ca O ao 3 a i O N L C V 3 F� cp oOp O - N v O 4 0 a 0 LZ 0 3 'C N I U �I co 0 U 3 'U r C v a a 3 F� CC �Op O N v v O a 0 0 N 3 b �N I c.] �I cc O 3 s a 3 F120 'V C{J O O N U O `4 t 0 E a cc O 0 i SIDEWALK WIDTH VARIES (13' MIN) 8.00' MIN. z oF� OzaY ari g o_ 33.00' SIDEWALK WIDTH ACCESS EASEMENT VARIES (13' MIN) CE 11.00' 11.00' 11.00' 9.00' z 8.00' MIN. PARALLEL °o z PARKING 16 � a I AMP' a STRIPING 0.50' 0.50' CURB CURB 2%° - 2% 2%. SEE PGL INSET `A' A SECTION BOND STREET C -07 C -33 SCALE: 1 " =10' CURB SECTION STA 12 +06 TO STA 13 +20 NOTE: COORDINATE FUTURE SIDEWALK WITH ADJACENT PLANS 22.00' FUTURE ACCESS EASEMENT 10' MIN SIDEWALK q SIDEWALK 5.00' w z 9.00' 11.00 11.00 9 00, z 5.1 MIN. O PARALLEL PARALLEL a F- i� MI 6 g ¢ PARKING PARKING ,°n 0.50' LAN E CURB STRIPING 2% -. 2% 2% SEE PGL INSET 'C' E SECTION C -09 C -33 SCALE: 1"=10' 18.00' ACCESS EASEMENT 18.00' ).50' ;URB 2% INGLEWOOD DRIVE STA 16 +67 TO STA 18 +47 0.50' 0.50' CURB CURB 2% rH SECTION PARKING LOT ENTRANCE C -07 C -33 SCALE: 1"=10' 2 1.5" SM -9.5A ASPHALT 2.0" IM -25.0 ASPHALT won non o 0 e�tl 6" VDOT 21B 0o C oo 0 0 0 0p PAVE OVER PRIME AT 0.4 GA /SY PAVE OVER PRIME AT 0.1 GA /SY - APPROVED SUBGRADE LIGHT DUTY PARKING LOT AND ALLEY PAVEMENT SECTION DETAIL NOT TO SCALE SIDEWALK WIDTH PRIVATE ROADS 22.00' ID SIDEWALK WIDTH INSET 'A' VARIES ❑1 ACCESS EASEMENT NTS O 1.5" ASPHALT CONCRETE SURFACE COURSE, SM -9.5A VARIES 1.00' �g 2" ASPHALT CONCRETE INTERMEDIATE COURSE, IM -19.OA THE STATE ROUTES SHALL CONFORM TO VDOT ROAD AND BRIDGE STANDARDS, ® 3" ASPHALT CONCRETE BASE COURSE, BM -25.OA 2.00' 15 TOP OF THE POST. DRIVING CAPS ARE TO BE USED WHEN DRIVING POSTS TO g C H O 8" AGGREGATE BASE MATERIAL, VDOT NO. 21B I 11.00 11.00 , BE IN ACCORDANCE WITH VDOT STD WSP -1. 8.00' MIN. DIRECTIONAL 9.00' 9.00' 0 8,00' MIN. I D (D VDOT STD CG -2 SINGLE POST a a STATE ROUTE # O APPROVED SUBGRADE PARALLEL o PARALLEL o p DISCIPLINE: a 2' TRUNCATED O TACK COAT PARKING SPACE PARKING a° � Q 815111 38 of 52�n DOME STRIP 0j PRIME COAT CL U BETWEEN 0 1) REFER TO PAVEMENT DESIGN WORKSHEETS ON DWG. C -35 FOR PAVEMENT SECTION THICKNESS. 2) THIS PLANTING AREAS SECTION AND CURBLESS SECTION STRIPING MAIN STREET. cc 0 2% % 2% 2% , ..:. REVISED ROAD NAMES 2 ' CONCRETE GUTTE SEE PGL .. 18 TRENCH INSET `A' DRAIN NOTE: BOLLARDS AND STREET TREES WILL BE SPACED AT NO LESS THAN 10 FEET ON CENTER ALONG THE CURBLESS PORTION OF BOND ST. REFER TO LANDSCAPE PLANS FOR LOCATIONS. 3 BOND STREET rB SECTION CURBLESS SECTION C -08 C -33 SCALE: 1"=10' STA 16 +510 TO STA 21 +29 22.00' ACCESS EASEMENT 11' MIN 12/01/11 FUTURE SIDEWALK a SIDEWALK 11.00 11.00 6.00' z 9.00' 9.00' z 6.00' _ MIN. o F PARALLEL PARALLEL ° F MIN. Uqr g PARKING PARKING g a o- 0.50' LANE 0.50' CURB STRIPING CURB 2% 2% 2% �% O SEE PGL NOTE: INSET `C' COORDINATE FUTURE SIDEWALK WITH ADJACENT PLANS. F SECTION HOUSTON STREET C -09 C -33 SCALE: 1"=10' STA 11 +12 TO STA 12 +90 1.5" SM -9.5A ASPHALT 2.0" IM -25.0 ASPHALT won non o 0 e�tl 6" VDOT 21B 0o C oo 0 0 0 0p PAVE OVER PRIME AT 0.4 GA /SY PAVE OVER PRIME AT 0.1 GA /SY - APPROVED SUBGRADE LIGHT DUTY PARKING LOT AND ALLEY PAVEMENT SECTION DETAIL NOT TO SCALE 2.0" SM -9.5A ASPHALT 3.0" IM -25.0 ASPHALT Da og'O VDOT o21 B o 00 0 PAVE OVER PRIME AT 0.,4 GA /SY PAVE OVER PRIME AT 0.1 GA /SY - APPROV'ED SUBGRADE HEAVY DUTY PARKING LOT AND ALLEY PAVEMENT SECTION DETAIL NOT TO SCALE PRIVATE ROADS INSET 'B' NTS O 1.5" ASPHALT CONCRETE SURFACE COURSE, SM -9.5A O 2" ASPHALT CONCRETE INTERMEDIATE COURSE, IM -19.OA OC 3" ASPHALT CONCRETE BASE COURSE, BM -25.OA E F A B C H Do 10" AGGREGATE BASE MATERIAL, VDO')T NO. 21B O CONCRETE SIDEWALK D O VDOT STD CG -2 G O APPROVED SUBGRADE O TACK COAT O PRIME COAT NOTE: REFER TO PAVEMENT DESIGN WORKSHEETS ON DWG. C -35 FOR PAVEMENT ,SECTION THICKNESS. SIDEWALK WIDTH 22.00' VARIES ACCESS EASEMENT SIDEWALK WIDTH VARIES (11' MIN) 5.00' MIN 11.00' 11.00' 6.00' MIN. z QF n Li g a STRIPING a 0.50' 0,50' CURB CURB 2% 1% 1% 2% C SECTION C -07 C -33 SCALE: 1"=10' 22.00' ACCESS EASEMENT FUTURE SIDEWALK . . 6.00' z 9.00' 11.00 11.00 9.00' MIN. o z PARALLEL PARALLEL o U) g ¢ PARKING PARKING ,n IL 0.50' LANE 0.50' CURB STRIPING CURB 2% 2% 2% SEE PGL INSET `C' G SECTION BLACKBIRD LANE C -09 C -33 SCALE: 1 " =10' STA 11 +02 TO STA 13 +20 4" MIN. COMPACTED SUBGRADE 10' MIN SIDEWALK 0 5.0 z 6 MN ga 1.0 5'_0" UNLESS OTHERWISE NOTED ON PLANS 1.0' 2X SLOPE UNLESS OTHERWISE NOTED ON PLANS 2°I_o T 4 " -VDOT D. 57 OR 8 AGGREGATE SIDEWALK DETAIL NOT TO SCALE NOTES: 1. TO BE POURED VDOT CLASS A3 GENERAL CONCRETE. 2. DISTANCE BETWEEN SCORE LINE NOT TO EXCEED 5' IN LONGITUDINAL DIRECTION. `SEE PLANS FOR GRADE 6 "W2.9xW2.9WWR "Z ASPHALT PAVING --,- 8" MIN. SEE PLANS 4" VDOT N0. 21 A FOR GRADE TURN DOWN EXTENDS FULL PERIMITER of CONCRETE DUMPSTER PAD - SECTION DUMPSTER PAD NOT TO SCALE INSET 'C' PRIVATE ROADS NTS 1�A 1.5" ASPHALT CONCRETE SURFACE COURSE, SM -9.5A 4" ASPHALT CONCRETE BASE COURSE, BM -25.OA �C 10" AGGREGATE BASE MATERIAL, VDOT NO. 21 B D E A B G po CONCRETE SIDEWALK O VDOT STD CG -2 APPROVED SUBGRADE C F �G TACK COAT NOTE: REFER TO PAVEMENT DESIGN WORKSHEETS ON DWG. C -35 FOR PAVEMENT SECTION THICKNESS. SIDEWALK WIDTH VARIES (13' MIN) 22.00' ACCESS EASEMENT SIDEWALK WIDTH VARIES (13' MIN) 8.00' MIN. z 9 00' 11.00' 11.00' 9 00, z 8,00' MIN. PARALLEL PARALLEL O z Lq0 Q PARKING PARKING ,°r; Q 0.50' STRIPING 0.50' CURB CURB 2 J 2% 2% rr- SEE PGL INSET `B' D SECTION SWANSON DRIVE C -08 C -33 SCALE: 1 " =10' STA 13 +10 TO STA 15 +96 SIGNAGE NOTES: PRIVATE ROADS 1. TRAFFIC SIGNS SHALL CONFORM TO THE LATEST VDOT ADOPTED EDITION OF THE ID ITEM SPECIFICATION INSET 'A' REFERENCED FOR SIZE AND MESSAGE. ALL PEDESTRAIN CROSSING SIGNS SHALL BE ❑1 STOP SIGN NTS O 1.5" ASPHALT CONCRETE SURFACE COURSE, SM -9.5A 2. ALL SIGN MATERIALS SHALL CONFORM TO SECTION 701 OF THE VDOT ROAD AND �g 2" ASPHALT CONCRETE INTERMEDIATE COURSE, IM -19.OA THE STATE ROUTES SHALL CONFORM TO VDOT ROAD AND BRIDGE STANDARDS, ® 3" ASPHALT CONCRETE BASE COURSE, BM -25.OA LBS /LF. U -TYPE STEEL POSTS SHALL SHALL BE SET IN SOIL TO A DEPTH OF 3 E F A 15 TOP OF THE POST. DRIVING CAPS ARE TO BE USED WHEN DRIVING POSTS TO g C H O 8" AGGREGATE BASE MATERIAL, VDOT NO. 21B I 3. MOUNTING HEIGHT, MEDIAN SETBACK AND SIGN PANEL ATTACHMENT DETAILS SHALL BE IN ACCORDANCE WITH VDOT STD WSP -1. DESIGNED BY: Joe DIRECTIONAL O CONCRETE SIDEWALK ROAD NAME SIGN CN ARROW SUFFIX SPACE I D (D VDOT STD CG -2 SINGLE POST a a STATE ROUTE # O APPROVED SUBGRADE o SPACE G DISCIPLINE: a DATE: O TACK COAT 208026.45 SPACE CIVIL He AS SHOWN V: AS SHOWN 815111 38 of 52�n 0j PRIME COAT U 0 1) REFER TO PAVEMENT DESIGN WORKSHEETS ON DWG. C -35 FOR PAVEMENT SECTION THICKNESS. 2) THIS PAVEMENT SECTION IS TYPICAL FOR BOTH THE CURB SECTION AND CURBLESS SECTION OF MAIN STREET. cc 0 2 REVISED ROAD NAMES DAT 10/14/11 3 ADDED HARDSCAPE NOTE TO BOND STREET CROSS SECTION JDB 10/28/11 E5 REVISED TYPICAL ROAD SECTIONS DAT 12/01/11 a N O O NO. SHEET REVISION BY DATE NO. 2.0" SM -9.5A ASPHALT 3.0" IM -25.0 ASPHALT Da og'O VDOT o21 B o 00 0 PAVE OVER PRIME AT 0.,4 GA /SY PAVE OVER PRIME AT 0.1 GA /SY - APPROV'ED SUBGRADE HEAVY DUTY PARKING LOT AND ALLEY PAVEMENT SECTION DETAIL NOT TO SCALE PRIVATE ROADS INSET 'B' NTS O 1.5" ASPHALT CONCRETE SURFACE COURSE, SM -9.5A O 2" ASPHALT CONCRETE INTERMEDIATE COURSE, IM -19.OA OC 3" ASPHALT CONCRETE BASE COURSE, BM -25.OA E F A B C H Do 10" AGGREGATE BASE MATERIAL, VDO')T NO. 21B O CONCRETE SIDEWALK D O VDOT STD CG -2 G O APPROVED SUBGRADE O TACK COAT O PRIME COAT NOTE: REFER TO PAVEMENT DESIGN WORKSHEETS ON DWG. C -35 FOR PAVEMENT ,SECTION THICKNESS. SIDEWALK WIDTH 22.00' VARIES ACCESS EASEMENT SIDEWALK WIDTH VARIES (11' MIN) 5.00' MIN 11.00' 11.00' 6.00' MIN. z QF n Li g a STRIPING a 0.50' 0,50' CURB CURB 2% 1% 1% 2% C SECTION C -07 C -33 SCALE: 1"=10' 22.00' ACCESS EASEMENT FUTURE SIDEWALK . . 6.00' z 9.00' 11.00 11.00 9.00' MIN. o z PARALLEL PARALLEL o U) g ¢ PARKING PARKING ,n IL 0.50' LANE 0.50' CURB STRIPING CURB 2% 2% 2% SEE PGL INSET `C' G SECTION BLACKBIRD LANE C -09 C -33 SCALE: 1 " =10' STA 11 +02 TO STA 13 +20 4" MIN. COMPACTED SUBGRADE 10' MIN SIDEWALK 0 5.0 z 6 MN ga 1.0 5'_0" UNLESS OTHERWISE NOTED ON PLANS 1.0' 2X SLOPE UNLESS OTHERWISE NOTED ON PLANS 2°I_o T 4 " -VDOT D. 57 OR 8 AGGREGATE SIDEWALK DETAIL NOT TO SCALE NOTES: 1. TO BE POURED VDOT CLASS A3 GENERAL CONCRETE. 2. DISTANCE BETWEEN SCORE LINE NOT TO EXCEED 5' IN LONGITUDINAL DIRECTION. `SEE PLANS FOR GRADE 6 "W2.9xW2.9WWR "Z ASPHALT PAVING --,- 8" MIN. SEE PLANS 4" VDOT N0. 21 A FOR GRADE TURN DOWN EXTENDS FULL PERIMITER of CONCRETE DUMPSTER PAD - SECTION DUMPSTER PAD NOT TO SCALE INSET 'C' PRIVATE ROADS NTS 1�A 1.5" ASPHALT CONCRETE SURFACE COURSE, SM -9.5A 4" ASPHALT CONCRETE BASE COURSE, BM -25.OA �C 10" AGGREGATE BASE MATERIAL, VDOT NO. 21 B D E A B G po CONCRETE SIDEWALK O VDOT STD CG -2 APPROVED SUBGRADE C F �G TACK COAT NOTE: REFER TO PAVEMENT DESIGN WORKSHEETS ON DWG. C -35 FOR PAVEMENT SECTION THICKNESS. SIDEWALK WIDTH VARIES (13' MIN) 22.00' ACCESS EASEMENT SIDEWALK WIDTH VARIES (13' MIN) 8.00' MIN. z 9 00' 11.00' 11.00' 9 00, z 8,00' MIN. PARALLEL PARALLEL O z Lq0 Q PARKING PARKING ,°r; Q 0.50' STRIPING 0.50' CURB CURB 2 J 2% 2% rr- SEE PGL INSET `B' D SECTION SWANSON DRIVE C -08 C -33 SCALE: 1 " =10' STA 13 +10 TO STA 15 +96 _2% I lo, 9 " -6. 1 e E middle unit end unit `T- i` 1 This barricade is to be placed at the end of all dead end streets. Lumber dimensions are nominal sizes. The reflectorized area shall have a smooth, sealed encapsulated lens material outer surface. The predominant color for other 'barricade eomponents shall be white, except that unpainted galvanized metal or aluminum components may be used. Because of their vulnerable position and possible hazard they could create, 'barricades should be constructed of light weight materials and have no rigid stay bracing. Planks are to be fastened to paste with 2 - 3/8" a & 1/2 "carriage bolts and washers or with 2 - 'iLI6 "x 4" lag screws and washers. Bolts and screws are not to be placed closer than 2" from the edge of planks. The fallowing note shall appear on all plans: "The barricade shall be removed at such time as the need no longer exists, as determined by the Director." If the barricade is within VDOT R/W, a permit is needed for its removal. CHARACTERISTICS Color of stripes ilefla cturized red and reflectorized white Width of rail. B" min. 12" max. Humber of reflectorized rail faces 3 if facing traffic in 1 direction ti if facing traffic in 2 directions This barricade and other traffic barricades are described in the latest edition of VDOT''s York Area Protection Manual Standards and Guidelines and MUTCD. STD. NO. STANDARD TRAFFIC BARRICADE TB -1 SIGNAGE NOTES: SIGNAGE LEGEND 1. TRAFFIC SIGNS SHALL CONFORM TO THE LATEST VDOT ADOPTED EDITION OF THE ID ITEM SPECIFICATION DESCRIPTION REFERENCED FOR SIZE AND MESSAGE. ALL PEDESTRAIN CROSSING SIGNS SHALL BE ❑1 STOP SIGN 2. ALL SIGN MATERIALS SHALL CONFORM TO SECTION 701 OF THE VDOT ROAD AND (MUTCD W1 -1) SINGLE POST STOP THE STATE ROUTES SHALL CONFORM TO VDOT ROAD AND BRIDGE STANDARDS, ® RESIDENTIAL SPEED LIMIT SIGN 15 MPH SPEED LIMIT LBS /LF. U -TYPE STEEL POSTS SHALL SHALL BE SET IN SOIL TO A DEPTH OF 3 - (MUTCD R2 -1C) 15 TOP OF THE POST. DRIVING CAPS ARE TO BE USED WHEN DRIVING POSTS TO PREVENT DISTORTING THE TOP OF THE POST. BLOCK # SPACE 3. MOUNTING HEIGHT, MEDIAN SETBACK AND SIGN PANEL ATTACHMENT DETAILS SHALL BE IN ACCORDANCE WITH VDOT STD WSP -1. DESIGNED BY: Joe DIRECTIONAL ❑3 ROAD NAME SIGN 2 (NAME) TR0 ARROW SUFFIX SPACE TITLE: TYPICAL ROAD SECTIONS SINGLE POST SR 29 STATE ROUTE # AND SIGNAGE DETAILS, NOTES & LEGEND SHEET NUMBER: SPACE FILE NAME: DISCIPLINE: ROAD NAME DATE: 208026.45 SPACE CIVIL _2% I lo, 9 " -6. 1 e E middle unit end unit `T- i` 1 This barricade is to be placed at the end of all dead end streets. Lumber dimensions are nominal sizes. The reflectorized area shall have a smooth, sealed encapsulated lens material outer surface. The predominant color for other 'barricade eomponents shall be white, except that unpainted galvanized metal or aluminum components may be used. Because of their vulnerable position and possible hazard they could create, 'barricades should be constructed of light weight materials and have no rigid stay bracing. Planks are to be fastened to paste with 2 - 3/8" a & 1/2 "carriage bolts and washers or with 2 - 'iLI6 "x 4" lag screws and washers. Bolts and screws are not to be placed closer than 2" from the edge of planks. The fallowing note shall appear on all plans: "The barricade shall be removed at such time as the need no longer exists, as determined by the Director." If the barricade is within VDOT R/W, a permit is needed for its removal. CHARACTERISTICS Color of stripes ilefla cturized red and reflectorized white Width of rail. B" min. 12" max. Humber of reflectorized rail faces 3 if facing traffic in 1 direction ti if facing traffic in 2 directions This barricade and other traffic barricades are described in the latest edition of VDOT''s York Area Protection Manual Standards and Guidelines and MUTCD. STD. NO. STANDARD TRAFFIC BARRICADE TB -1 i SIGNAGE NOTES: 1. TRAFFIC SIGNS SHALL CONFORM TO THE LATEST VDOT ADOPTED EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) FOR THE TYPE REFERENCED FOR SIZE AND MESSAGE. ALL PEDESTRAIN CROSSING SIGNS SHALL BE HIGH VISIBILITY, FLOURESCENT YELLOW- GREEN. 2. ALL SIGN MATERIALS SHALL CONFORM TO SECTION 701 OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS (2007 EDITION). ALL SIGNS WITHIN THE RIGIHT -OF -WAY OF THE STATE ROUTES SHALL CONFORM TO VDOT ROAD AND BRIDGE STANDARDS, SECTION 1328.10, TRAFFIC CONTROL DEVICES, USP -1 U -TYPE STEEL POSTS 0 2 LBS /LF. U -TYPE STEEL POSTS SHALL SHALL BE SET IN SOIL TO A DEPTH OF 3 FT MINIMUM TO 3.5 FT MAXIMUM. THE TOP OF A SIGN SHALL BE FLUSH WITH THE TOP OF THE POST. DRIVING CAPS ARE TO BE USED WHEN DRIVING POSTS TO PREVENT DISTORTING THE TOP OF THE POST. 3. MOUNTING HEIGHT, MEDIAN SETBACK AND SIGN PANEL ATTACHMENT DETAILS SHALL BE IN ACCORDANCE WITH VDOT STD WSP -1. DESIGNED BY: Joe PROJECT: STONEFI ELD TOWN CENTER - FINAL SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA SET REV. NO. 9 DRAWN BY: KTM DRAWING NUMBER: TITLE: TYPICAL ROAD SECTIONS C -33 DIHR BY: HFW AND SIGNAGE DETAILS, NOTES & LEGEND SHEET NUMBER: WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 208026.45 802645C -C -33 Amend dwg CIVIL He AS SHOWN V: AS SHOWN 815111 38 of 52�n i r CN _10 cn tLJ O O C14 Ei CN cc NO. 4: 1 7C`1R. ALL BENDS FO 7 AC. C GM, M ODAT -no,"", ANCHOR IP g'g &N, ,Y 45 M 1 N SECTION 1 -1 _I 1 1 SEC710N 2 - 2 PIPF DEGREE-. 1,3END '31MIE"N'SIDN5 1 TEE AND PiJKS. 1. 1, yQ F F F r E 1.) c L fir, Ez T), B E N, C� II T .. .. . ........ 2, 5,C) 2.50, 3.01 0 4 5 4" 2.00 11 D 0, IS I 22 v2 1 1 5c 00 2�52 n.I u 1 2 2 _5 L11 0.1111 i L ..t:6 3.16 _.21 0,11 B 0 S. 2, 66, '2. , 6t, 2,11 1 6 5 2.16 2.69 3 . 11 115 1 2 1 '21 L. 0. i. t55 J is 6,; a, 13 1 .. ..... .... .... ­1111111111111 ......... .. ------ I. 911,41 4, S .3 E, 3 3 3 3 V> 9, 2 �95 ) o. 2 1 2 .58 2 33 �!.,E­; I E. .......... I. '1I­iRt.P11T BI-CCKS ARE REC)UIREC AlHENEVER 'THE PlIPELINE CHANGES DIRECrKl) Cl N Cl N D E A ND f,,1 .ND;- 2, USE '2500 P.S.L C. ON 3, NO CONC'RETE HAI-11. oN A,11,,1Y P��R'T CN. 7-HE 4. TIE CONSI-A-TIIINC) ENCi1N[_­.ER 5�iA[.1- BE RE5'I`C.fl5IELE- 1-0 THE VERIF'Y TFIE TYPE 5 SIZE N_ L f RIJ T B, 1 . C'C K S, CONCRETE THRL)ST BLQCKS N T S F ](71-,, iN ­ 3 F) - 3 N E, : KYDRANT %AUST BE EQUIPPE.D W! -11-4 C141A Fl-n-MES - VILLE T�iREADc WI fICH A STArA0,AF,'I:), A I_.EN',C;TH C)F BIRAN(". H' VA*Rlp�� N TO IV a-, gm& WN1,11111" c U. PT T411 m x-, '7 Is V111,14' 4,6Z M %....... ... 10 j a 6 <....... . ... _g 011, j 2 51 0 0 1 L C ON C IRE I BASIE AND THR(iS, 9 7V "Mm sa B L�C) C K A GA 1 NL� 71' UNC)ISTURBED STABLE 1) 'T EEL Pl!'�EL _k/4' T H F E A 0 r D RODS TO, �,VHEN THE SM S r jt,4�! TK 1_1 AT K N S, N SM J R P E D C R A,1­1 E iY!,AR L , IN IN A LL A HYE)RAN'T IS LOCATED, 1?4 A FRA.., AIN01110M R7D5 5FIALL E E G.,A, 1. VA N !Z E D -1ir-L VALV[', lCi 14E iE � J" �! L f4- OR k-$PHALT COA7 Di THREADED ROD'S, IN ADDITICM TO Pi,,)URNG CONC.R!"'AE. IF A 'SIEEL PIL,E'L SHALL DF USEID A,.','> AC017PONIAL SIJpPcDRT NOTE I. SURR"OUNIC) Hr,.)L'_S �417H GRAVEL AND KEEP PPF-,r, OF CONICRETE; 2. fALAINTAIrN A 3' '�AON. C VER FR'Lli,:i FHE ,M,_' 1!1J T"D Ti.4E FIRE 1-M-11P)ANT 1 IN C I �1_ IDINS EM: T`H� FIF3E HYDIRANT AND MILSHEU GRAD; S', I L SLOPE A-NA" ERCA1 VALVE 15,,DX. 'THE �nATE VALVE IS- ALL00JFIC) IN SIZHOULQEP� 0R BEHIND, 'rH-r C{ Tf_`H. J­F IS Myr ALL.C�M,7.D IN THE IDITC41, NLTS S1 p FIRE HYDIRA 1 1.. 13E IN"'FALLED Al' 1LOCAli' NS vvn IF, H, E S A R E. A B THE"L PREVAILI,MG c_iR!0L}N1P`v7A7ER El EV;�,'7 REIQ�JIRE.E! TO BE IN VkfEll' AIREA�', THE 1-101 -ES S4 i M I_ ._,E PILUGGE]D AND 'Jj­j'L'_ --h:C'RAN F 51 iALL BE PILA'� P E[) C11HRY. Tvi PICAL FIRE HYDRANT A�SEMBLY DE-TAIL WATER MAIN----/ \--ROD VALVE TO TEE (COAT RODS WTH BITUMINOUS PAINT), ON—LINE (TYPE "B") ID-7 r. r— PLAC E, 5 GALz.VANI._.'_ED ' 'l,VITIAESS ' RC)SIF %VIrH PAIN'TED IE!tJ1E IN REMO-TE AREAS 'ED EIAIO'� C AF f R AS DIRECI ED. MARKER LQC�ATICINI MAY SE SiJEJEC, 'rr-) -JjC'-j-A�V.4,Y f E-PjA.RTMENT I APPROVAL- FINISHED GRAr)E----\ NO '3 Offik 1i 0 H M 0 'a 5 2 4'. X;n ,ADjU`,'TAB1_E VALVE BOX 1,N1 LID I N1.1, GATE V VE t c' la c V�IA TE R' INE 4 I mm 1JI 25C,c) I ' .[. Al C >'t 11 E T7 a. A 2 2 B, E A 4 Sin 4 ­a .... .. . .... I - --------- -- NC` F P',] REM.C,1TF' AREAS, VALVE BOXES 5PA[_L EXTEME) SIX (6) jNCJ-jE--.S ,,BCJVE GRAJ TYPICAI.. - GATE VALVE NITS GRADE I GATE \nLI�L� "---GRUSHED STORE E SOF"T COPPER CORPORATION S T 0P NOTES: 1) A PRECAST WANHO�E COMIE AND COVER NTH WATER QA 5T ON I_10� CIR APPRCOVED EQUAL, SHIALL, 12Z ViSED, 2) FOR WATERLINES SMALLER THAN 12- USE A 1" A,R.V,, AND FITTINGS. FOR WATER LINIES 12' AND LA 15R USE 2" A.R.V. AND OTTINGS. 3) IN SITUATIONS WHERE THE A,R,V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN A)EQUATEE FOUNDATION $HALL BE INSTALLED $0 THE WATER LINE GA N 'SUPPORT THE IVIANHOLE CON-E. AIR RELEASE VALVE (ARV) N TS 71G. W_ 9 7D - op tiA� TYPICAL SERVICE LATERAL INSTALLATION N 1- S FIG. W-6 'r,,-) - ri ---------------- ­­ ............................................. FRAME & COVER STR,EET SURFACE, OR NON-PAVED AREA SLOPED AREA­0' Z M x A d I RUBBER COATED STEEL - STEPS CAST IN PLACE 3' C, MI N PRFCAST REINF(_`)A(_-ED r CONCRETE SECTION'S 1.2" MIN `0`' RING SE,415 KIINIMUM ELEVATION DIFFERENCE ACRG_`,S m, F1 car 1 411 - 0 FROM INLET TO C_)JTLE.T SHALL 51E O.20 FEET CONCRE7 VARIE5 DEPTH OF FLCAV CHANNEL TO BE F 1 .... ..... . 3/4 DIAMETER OF-L CONTRIE,IJITING S [�,VE R. A FILLETFID VPiERT FOR A SWOOT�I z TRAVISiTION OF F LOW BET%"VE1E a INLET & C)II-ITLET PIPE. SHALL 12 1 PPCYVIDED� MIN. 6 BEDDING NOTE W/ N(D, 6 8 ST kil E 1 , BEDDING THICKNESS RE(,,)UIREN,'1ENT SHOWN IS MINIMUM AND SHALL BE, SPECIFICALLY DETEIRMINED BY THE CONSULTANT F(--,T-ZH'E SOIL (___0NDITR:)N5. 2. THE CON5ULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR INON - EXTENDED BASES,, 3. ALL JOINTS, LIFT HOLES, INLETS, 01_171-177s, TO DESEALEC) & G-RnLITED INSIDE AND OLIT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE—IN N,T. 5 FIG, S - I- A ......... . ............. TD - 21 A I c ,NAETCR, 53ZC DIMENSION E) I N1 [ N S 1 G N D ` m I N S10, N PW�- A F) 1 1/2' UAL 5,01 .3, n, 2 slc ACSA STANDARD DETAILS C-34 DIFIR BY: HF`W SHEET NUMBER: 5' WN. 12' 04IN, N 4 PRODGSALS- vVILL BE SUBKTTED. DATE: 815111 39 of 52 C �4 A� CL Kv h:: k d. DUAL SERVICE 31 Iq r o lvt LID 9 T rai v i r op tiA� TYPICAL SERVICE LATERAL INSTALLATION N 1- S FIG. W-6 'r,,-) - ri ---------------- ­­ ............................................. FRAME & COVER STR,EET SURFACE, OR NON-PAVED AREA SLOPED AREA­0' Z M x A d I RUBBER COATED STEEL - STEPS CAST IN PLACE 3' C, MI N PRFCAST REINF(_`)A(_-ED r CONCRETE SECTION'S 1.2" MIN `0`' RING SE,415 KIINIMUM ELEVATION DIFFERENCE ACRG_`,S m, F1 car 1 411 - 0 FROM INLET TO C_)JTLE.T SHALL 51E O.20 FEET CONCRE7 VARIE5 DEPTH OF FLCAV CHANNEL TO BE F 1 .... ..... . 3/4 DIAMETER OF-L CONTRIE,IJITING S [�,VE R. A FILLETFID VPiERT FOR A SWOOT�I z TRAVISiTION OF F LOW BET%"VE1E a INLET & C)II-ITLET PIPE. SHALL 12 1 PPCYVIDED� MIN. 6 BEDDING NOTE W/ N(D, 6 8 ST kil E 1 , BEDDING THICKNESS RE(,,)UIREN,'1ENT SHOWN IS MINIMUM AND SHALL BE, SPECIFICALLY DETEIRMINED BY THE CONSULTANT F(--,T-ZH'E SOIL (___0NDITR:)N5. 2. THE CON5ULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR INON - EXTENDED BASES,, 3. ALL JOINTS, LIFT HOLES, INLETS, 01_171-177s, TO DESEALEC) & G-RnLITED INSIDE AND OLIT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE—IN N,T. 5 FIG, S - I- A ......... . ............. TD - 21 A I c ,NAETCR, 53ZC DIMENSION E) I N1 [ N S 1 G N D ` m I N S10, N A F) 1 1/2' 1 5,01 .3, n, 2 slc ACSA STANDARD DETAILS C-34 DIFIR BY: HF`W SHEET NUMBER: 5' WN. 12' 04IN, N 4 PRODGSALS- vVILL BE SUBKTTED. iB 511-`E. VIEW 1,79� !,)!AM�IHR 0101H) IL FOR TC)'U01 R[.,<D JNITS_ 10P VILW LMNILHF H-Al BEAkIIts 'SURFACE U, N DE RNILA I � 1 24� X 36�3 AMMINUM AC-CFSS I IATC1I TYPICAL METER VAULT N'. T. S. F I(-,. W - /A TO - 11 REhJV-d1'­JING E',AC KFIL.1 SHAL.L. ,4 N, NIOT CICANTAIN ROCK tvIATERIAL 'Mill, pe, LARGER THAN 5 IN ANY Cd M E, IN S I C, N INTIAL R'A,,1`KF1LL` L _S) 5' if F'I &I B E 131 N1 E N BY HAND OR APFIROVEDI SPRIINIG LIN V (kil. E C I 1AINIKAL. TANIFER 00F PIPE 1_1 A, u IN .-I IN lel N 0. ( 5 8 STON E BEDDNG 6, mi ax ---------- 4 F 0 U N D AT N (S H A L 5 E REQ1,J)RED 'vIvIFIEN SOIL 6Z CC)NIDII QNS ARE [_jNS'I'AI5,'LL E' ..... .. . „x•�T _NfALL RIPLa;I 1-107117 1. OP E N C (J7 S I N P AV ED A R E A 5 Ia AV17 H 11,,1 1,-','X I-ST I I VDiCT, R, 1G H T- X31 - WAY . KALIL B E I c. BACKFILI - ED ENTIRELY YVI'Th NO, 211"', 5T(_),T1E_, RAPED 2,Ff0,R DUCTILE IRON PIPE THE IBOTT`010 0 THE TRENCH SHIA�ILL. BE SC AND CCIMPACTED, AND ALL STOINIES RE C)VED Ofr'i A. 4” 7. F NO. 68n, B E D D I IN f--) STONE SHIALL BE PROVILDED 3,V%1HERE R0_',CK IS ENIC'OUNI-11-EPED PIPE SHALL BE INS7A LL: ED 01N A NIIINIMIJKII 6, BLEDDINC; OF NCD, 68 S70NEE TD - 28 DESIGNED BY: Joe PROJECT: TOWN STONEFIELD CENTER — FINAL SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA SET REV. NO. 9 DRAWN BY: KTM DRAWING NUMBER: TITLE: ACSA STANDARD DETAILS C-34 DIFIR BY: HF`W SHEET NUMBER: WWA NUMBER: 208026.45 FILE NAME: 802645C-C-34-Amenddwg DISCIPLINE: CIVIL SCALE: H: AS SHOWN V: NIA DATE: 815111 39 of 52 3 a ci I co 0 o, 3 +oE L c� ci 3 C CNo 0 2 ADDED RETAINING WALL AND LIGHT POLE BASE DETAILS a 3 RETAINING WALL DETAILS MOVED TO DWG. W -2 co 'g 0 NO. SHEET REVISION JDB 10/14/11 JDB 10/28/11 BY I DATE I NO. 4 SHEET REVISION MIN DATE _. ....._. _._ .. ... Prelimina ry Flexible Pavement Design Worksheet for r New Subdivision Streets u., A . 111M VnnT P­­ ­t n­, rx „,ro f„r c „1 i; ;» a Q ---- ,i. n,,., i cr, County Albemarle (County Code 02) Date: 6/7/11 Subdivision The Shops at Stonefield Street Name Bond Street Developer Edens & Avant Phone: Engineer WW Associates lPhone.434 984 -2700 Preliminary Flexible Pavement Design Worksheet for New Subdivision Streets . ........... ............ ....... ....... . Based on 2009 VDOT Pavement Design Guide for Subdivision and Secondary Roads in Virginia County Albemarle (County Code 02) Date: 6/7/11 Subdivision The Shops at Stonefield Street Name Swanson Drive Developer Edens & Avant Phone: Engineer WW Associates Phone -434 984 -2700 ADT Projected 2 -way traffic for the street segment considered, as defined in the Subdivision Street Requirements, CBRD Design CBR = Average of CBRT x 2/3 and modified only as discussed in the Pavement Design Guide. CBRT =CBR value of the subgrade sample, taken and tested as specified in the Pavement Design Guide. ., .. .......... .... ...... , DME VDOT District Materials Engineer. I EPT Equivalent projected traffic. ...... _. .. ..., HCV Number of Heavy Commercial Vehicles (e.g. trucks, buses, etc., with 2 or more axles and 6 or more tires.) ......... _....... %HCV :Percentage of the total traffic volume composed of Heavy Connnercial Vehicles. �l RF Resiliency Factor = Relative value of the subgrade soil's ability to withstand repeated loading ......._ _,_ ... . . ........... SSV Soil support value of subgrade (SSV = CBRD x RF) 3 ... .... . , .... .......... _..I DP Thickness codex of proposed pavement design computed by the Conventional Pavement Design Method. .......... ...., ,, _ .............. DR Thickness index required, based on Design ADT and SSV, determined by Appendix II. I.. f E.• I 3 , 4 Sine .1. "T'raf�ac Aiii�il t d e Soil Data _..:.. Soil Sample CBRT RF 1. Present ADT = 5900 1 0.0 Source Value 2 Table 1 0.0 2 %HCV ( %) 5 3 Appendix I 1,0 .... ._ �.... 4 DME 3. EPT = 5900 5 Avg. CBRT = 0,0 4 Design Period Years = 1 Growth Rate M _ 0 CBRD x RF ? SS A 0.0 x l.(€ 5. Growth Factor = 1.00 I g 6. Design ADT = 5900 For preliminary design, use SSV from Appendix I =1 5.0 I t 2 t y d 3 $f ;.. E [ ] (A) Limited to Design ADT < 400 - Show pavement material notations and thicknesses from Appendix IV Tables A and B [ ] (B) Show pavement section as developed in the Pavement Design Guide Dg 20.6 .... ..... . (S eeAp p e ndix !I lformaterial notations and thickness equivalency values, a ) ° ° F rom A ppendixIh Description of Proposed Pavement Section Material Notation Thickness, h a a x h Surface 1.5" SM -9.5A 1.50 2.25 338 Intermediate 2" IM -19.OA 2.00 2.25 4.5 Base 3" BM -25.OA Base Mix 3.00 2.25 61,75 Subbase 10" VDOT No. 21A Aggregate 1 1.0.00 0.60 6,00 I .. ........ _,. .,,...tt... ......., Dp must equal or exceed the value of DR I Dp E(a x h) 01 Preliminary Flexible Pavement Design o rk h eet f or w Subdivision i ion St r Streets I Based on 2009 VDOT Pavement Design Guide for Subdivision and Secondary Roads in Virginia County Albemarle (County Code 02) Date: 6/7/11 Subdivision The Shops at Stonefield Street Name Inglewood Drive, Houston Street, and Blackbird Lane Developer Edens & Avant Phone: Engineer I WW Associates Phone:434 984 -2700 ;ADT Projected 2 -way traffic for the street segment considered, as defined in the Subdivision Street Requirements. CBR.__,.,. __.... D _._ w ..._.. -- - - -.._ _ _.... Design CBR = Average of CBRT x 2/3 and modified only as discussed in the Pavement Design Guide. CBRT CBR value of the subgrade sample, taken and tested as specified in the Pavement Design Guide. ;DME _... ... ....,. . .. VDOT District Materials Engineer. I EPT Equivalent projected traffic I HCV ,, ........ .......... _. .............. Number of Heavy Commercial Vehicles (e.g. trucks, buses, etc., with 2 or more axles and 6 or more tires ) %HCV _..... _._ �._.... ,_..........., ...,...... .................. Percentage of the total traffic volume composed of Heavy Commercial Vehicles I RF Resiliency Factor = Relative value of the subgrade soil's ability to withstand repeated loading. _......,... SSV ( _._..._ _.._.._ .. ,., .... ... . ..... Soil support value of subgrade (SSV = CBRD xRF) DP Thickness index of proposed pavement design computed by the Conventional Pavement Design Method. i .., E Thickness index required, based on Design ADT and SSV determined b Appendix II DR q � Y PP E 8 3i..�p�t d °ra ac 9a a ?�i`a S, lr sk ,A°natp .... x.71 �e'lhi ,I Soil Sample CBRT RF 1. Present ADT = _ v._.. __. 2-740 _. __.. 1 0.0 Source Value 2 Table 1 0.0 2. %HCV ( %) = 5 3 Appendix 1 1.0 E_- 4 DME 3. EPT = 274() 5 Avg. CBRT 4. Design Period ...... _ ....... , _....... Years 1 l Growth Rate % lJ 0 CBRD x RF 00 x 1,0 'z 3 5. Growth Factor 1.00 I 6. Design ADT = 2740 1 For preliminary design, use SSV from Appendix I .... ... ,.,. ........ .,, ... ( E i 3 i ....... . . ...: .. .: .` ; , ..,..:.�:,... .., . I [ ] (A) I invited to Design ADT < 400 - Show pavement material notations and thicknesses from Appendix IV Tables A and B [ ] (B) Show pavement section as developed in the Pavement Design Guide I DR =^ 17 °9 (See Appendix- Ill for material notationsandthlCkness ,equ,ivaIencyvalues,a) � ?..�..- FromAppendixII Description of Proposed Pavement Section Material Notation Thickness, h a a x h Surface 1.5" SM -9.5A 1.50 2.25 338 Base 4" BM -25.OA Base Mix 4.00 2,25 9 00 Subbase 10" VDOT No. 2 1 A Aggregate 10.00 0.60 6.00 3 I _. w _._....,..._,...._,. ,. ,.. ......._ _.............._ ,. Dp must equal or exceed the value of DR. Dr, = E(a x 9 HAND HOLE #8 BARE GROUND WIRE POLE GROUND LUG W /FEMALE �i 11\ 1/2" x 13 NC THREAD 1 POLE BASE W /LEVELING NUTS & 1 " GROUT (MIN.) �'. NOTE: CONDUIT STUBS \TO POLE BASE IS TO BE ONE BE INSTALLED TO `. CONTINUOUS POUR. 3' -0" PORTION HEIGHT OF ANCHOR \'••.\ OF EXPOSED CONC. BASE ABOVE BOLTS PAVEMENT SHALL BE HAND RUBBED #8 BARE ~` �, SMOOTH. PRE - FABBED CONC. POLE GROUND _ - - - - -- ` BASES WILL NOT BE ACCEPTED. (ALL WIRE ;,', �, BASES MUST BE POURED ON SITE). f` I POLE SHAFT POLE BASE WITH 1 " GROUT :.: 'III . ' CLAMP SUITABLE - �J _ « GALVANIZED ANCHOR BOLTS FOR DIRECT BURIAL 1.ni00 lr' kf : . I2 II LI & HARDWARE #8 BARE GROUND II°. iii ` °II° WIRE °II Ill air-- CONCRETE BASE 3/4"0 x 10' -0» °III° II COPPER CLAD 11 III ° ll GROUNDING ROD to Z ROUND BASE ELECTRICAL CONDUIT • ° II.a '° 6 NO. 5 BARS Jf °. a.11° II ° 6 #5 BARS WITHIN A 6x6 • 10 10 WWF "CAGE" ANCHOR BOLTS II `II° / AINTAIN 3" MINIMUM 6x6 10/10 WWF I� ° CONCRETE COVERAGE ON PLAN "CAGE" 2' -0„ ALL BARS NOTE: SHAFT CAP, ARMS, BASE FLANGE, SECTION CONTRACTOR TO TAKE SPECIAL CARE A TO ENSURE CONCRETE POLE BASES ANCHOR BOLTS, LEVELING NUTS, CONNECTION, HARDWARE, BOLT ARE POURED ABSOLUTELY VERTICAL COVERS, HANDHOLE COVER, AND AND LEVEL. BOLT CIRCLE TEMPLATE SHALL BE GROUND LIGHT POLE PER N.E.C. FURNISHED BY POLE MFGR. NOTE: SITE ELECTRICAL CONTR. TO COORDINATE LOCATION OF EASEMENTS, UNDERGROUND UTILITIES & DRAINAGE BEFORE DRILLING POLE BASES. (TYP.) POLE BASE DETAILS NOT TO SCALE ; � DESIGNED BY: PROJECT: SET REV. NO. JDB _STONEFI ELD ENGINEERS TOWN CENTER FINAL SITE PLAN AMENDMENT 9 JAI k DRAWN BY: SURVEYORS KTM ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: "Il rA PLANNERS TITLE: DIHR BY: PAVEMENT DESIGN WORKSHEETS AND C -35 AsS ONCIATES. HFW LIGHT POLE BASE DETAILS SHEET NUMBER: Po Box 4119 3040Avern"re Square Pl. DISCIPLINE. SCALE: DATE: Lynchburg, VA 24502 Chadottesvil e, VA 22911 W WA NUM 8 ER : FILE NAME: Phone: 434.316 6080 Phone: 434.984.2700 0� 208026.45 802645C -C -35 Amend.dwg CIVIL V: N /ASHOWN 815111 40 of 52 www.wwa,�,sociates.net sociates.net WN (Y 0) Q) O V) q) U CL cr_ NO. 11 11 Materials Plan I I Scale: 1"= 30'-0" 9 1 Materials Plan � I Scale: 1"= 30'-0" MATCHLINE SEE SHEET L-102 SHEET REVISIO z U) I& 0 15' 30' 60' "120' SCALE: I" = 30' By I DATE I NO. I SHEET REVISION I BY I DATE ti 0 15' 30' 60' 120' SCALE: 1 30' NIAHANRYKML AOOOdIATEO INN. LandScape Architect$ The Otieff Oilver Building 800 Wyman Park Drive (quite 100 Baltimore, MD 21211 UOA Tel. 410.236.6001 .2 MATERIALS LEGEND DETECTABLE WARNING PAVERS, AT FLUSH CURB PLANTING AREA BENCH LITTER RECEPTACLE BIKE LOOPS BOLLARD PLANTER/ POTS NOTE: SEE DWG No. C-21 FOR SIGNAGE LEGEND WEMM GREEN SCREEN PROJECT: STONEFIELD SET REV. NO. TOWN CENTER - FINAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: T/ TL E: MATERIALS PLAN L-101 FILE NAME: DISCIPLINE: SCALE: DATE: SHEET NUMBER: L-101.09 CIVIL H.*ASSHOWN 0412711 41 of 52 V. NIA N XV C) 11 Materials Plan I I Scale: 1"= 30'-0" 9 1 Materials Plan � I Scale: 1"= 30'-0" MATCHLINE SEE SHEET L-102 SHEET REVISIO z U) I& 0 15' 30' 60' "120' SCALE: I" = 30' By I DATE I NO. I SHEET REVISION I BY I DATE ti 0 15' 30' 60' 120' SCALE: 1 30' NIAHANRYKML AOOOdIATEO INN. LandScape Architect$ The Otieff Oilver Building 800 Wyman Park Drive (quite 100 Baltimore, MD 21211 UOA Tel. 410.236.6001 .2 MATERIALS LEGEND DETECTABLE WARNING PAVERS, AT FLUSH CURB PLANTING AREA BENCH LITTER RECEPTACLE BIKE LOOPS BOLLARD PLANTER/ POTS NOTE: SEE DWG No. C-21 FOR SIGNAGE LEGEND WEMM GREEN SCREEN PROJECT: STONEFIELD SET REV. NO. TOWN CENTER - FINAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: T/ TL E: MATERIALS PLAN L-101 FILE NAME: DISCIPLINE: SCALE: DATE: SHEET NUMBER: L-101.09 CIVIL H.*ASSHOWN 0412711 41 of 52 V. NIA N XV o) 3 v 0 ti I W a� c _o Q N N N 0 a- N i 0 a� a� 0 V) I c a� U c a� L. 0 E a� .a all 0 U a� 0 0 N'd NO. MATCHLINE SEE SHEET L -101 SHEET BY I DATE I NO. SHEET R BY I DATE MATCHLINE SEE SHEET L -103 MAHAN RYIOEL A000(j1ATE0 IN(j. Landscape Architects The Otieff Oilver Building 800 Wyman Park Drive Ouite 100 Baltimore, MD 21211 U$A Tel. 410.235.6001 MATERIALS LEGEND DETECTABLE WARNING PAVERS, AT FLUSH CURB PLANTING AREA i p ii 1 6 t h!; i 9 i t l BENCH LITTER RECEPTACLE i i BIKE LOOPS BOLLARD PLANTER/ POTS �(s GREEN SCREEN ti 0 15' 30' 60' 120' SCALE: 1" = 30' PROJECT: STONEFIELD SET REV. N0. TOWN CENTER - FINAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: TITLE: L -1 O2 MATERIALS PLAN FILE NAME: DISCIPLINE: SCALE: DATE: SHEET NUMBER: HAS SHOWN 04127112 42 of 52 r V.* L- 102.dWq V; 3 a O I .r .c� N L c _0 a N w N R N 0 a- N O V a a� a� c 0 I a� c v c 3 N L 0 E a� Q 0 0 0 U .o 0 No. MATCHLINE SEE SHEET L -102 SHEET REVISION I BY I ,DATE I NO. I S i BY DATE N4ARANRYxML AOOOdIATEO INd. Landscape Architects The Otieff Oilver Building 800 Wyman Park Drive Quite 100 Baltimore, MD 21211 UpA Tel. 410.235.6001 PAVERS, ;N 0 15' 30' 60' 120' SCALE: 1" = 30' PROJECT; STONEFIELD SET REV. N0. TOWN CENTER FINAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: TITLE: L -103 MATERIALS PLAN FILE NAME: DISCIPLINE: SCALE: DATE: SHEET NUMBER: L— Io3.dW9 V. SHOWN 04/27/12 43 of 52() 0) 'V- _O J .O C _O Q .Q). _N N 0 N 0 / Q) c 0 L c V c 3 i 0 E a� Q 0 0 _O En U a� �o a 0 rr No. _ - - , tf f` / J/p r y + 7 w: O r -- p 6 / y l� 3 f r ,a GREEN SEE AF ,r PLANS GREEN MONUMENT` ' SIGN BvIM � r d Materials Plan Scale: 1"= 30' -0" BY i DATE I NO. SHEET I? �Curbless Section Images co O d J H w MATERIALS LEGEND w //r/� VJ w `'�'"g' DETECTABLE WARNING PAVERS, w z" ono° ° ° °' AT FLUSH CURB J nsc�000a °moo r U s PLANTING AREA G 1fii; I ! 9 ! ! 9 16 6 BENCH LITTER RECEPTACLE S� ( I BIKE LOOPS BOLLARD PLANTER/ POTS —1 16666666601 GREEN SCREEN 0 15' 30' 60' 120' SCALE: 1" = 30' BY I DATE Landscape Architects The Otieff Oilver Building 800 Wyman Park Drive Quite 100 Baltimore, MD 21211 UOA Tel. 410.235.6001 NOTE: PLANTER BOXES, BOLLARDS AND STREET TREES WILL BE SPACED AT NO LESS THAN 10 FT ON CENTER ALONG THE CURBLESS PORTION OF BOND STREET. PROJECT: STONEFIELD SET REV. N0. TOWN CENTER — FINAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: TITLE: �,� MATERIALS PLAN _ 1 FILE NAME: DISCIPLINE: SCALE: DATE: SHEET NUMBER: L- 104.dwg H -AS SHOWN 04127112 44 of 52 V. 47 POK 182 L I R —T 130 JCO � M 0 I J i L a: n.. ti �o Q i 0 I N N N i Q Q U i i7 a� Q) c 0 i a� U c 3 a� L 0 E a� -o Q 0 o' 0 U 0 4. 0 N0. 1 Landscape Plan Scale. 1"= 30 -0 MATCHLINE SEE SHEET L -402 2 Landscape Plan Scale: 1 "= 30' -0" SHEET REVISION I BY I DA TE I NO. SHEET REVISI o � 0 15' 30' 60' 120' SCALE: 1 " = 30' MAHAN Rnam A0000IATE0 INC. Landscape Architects The Otieff Oilver Building 800 Wyman Park Drive Ouite 100 Baltimore, MD 21211 UOA Tel. 410.235.6001 0 15' 30' 60' 120' SCALE: 1" = 30' NOTE: 1. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 2. PLANT SCHEDULE SEE SHEET L -404 DESIGNED BY: PROJECT: SET REV. N0. STONEFIELD DRAWN BY. TOWN CENTER FINAL SITE PLAN 2 ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: TITLE: L -401 D'HR BY. LANDSCAPE PLAN WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: SHEET NUMBER: 208026.45 L -401. dwg H: AS SHOWN 22 12 05 ° f V. An --- -------- MATCHLINE SEE SHEET L -402 2 Landscape Plan Scale: 1 "= 30' -0" SHEET REVISION I BY I DA TE I NO. SHEET REVISI o � 0 15' 30' 60' 120' SCALE: 1 " = 30' MAHAN Rnam A0000IATE0 INC. Landscape Architects The Otieff Oilver Building 800 Wyman Park Drive Ouite 100 Baltimore, MD 21211 UOA Tel. 410.235.6001 0 15' 30' 60' 120' SCALE: 1" = 30' NOTE: 1. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 2. PLANT SCHEDULE SEE SHEET L -404 DESIGNED BY: PROJECT: SET REV. N0. STONEFIELD DRAWN BY. TOWN CENTER FINAL SITE PLAN 2 ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: TITLE: L -401 D'HR BY. LANDSCAPE PLAN WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: SHEET NUMBER: 208026.45 L -401. dwg H: AS SHOWN 22 12 05 ° f V. An 3 Al 101 21 151 113 19E 134 14 17 N 38 3A / 0 14 Q 19E J 2A CL 81 v 14 v Q 12E I N 0 I N a� tz N 3A / Q 66 0 12E / 35 a� tz Q) c 0 V) I a� c a� U c 3 �o- L 0 E a� .o Q 0 0 0 U 0 0 NO. MATCHLINE SEE SHEET L -401 1 I Landscape Plan Scale: 1"= 30' -0" SHEET REVISION BY I DATE I NO. SHEET REVISION BY I DATE :ES AND 70 REACH, IRE HEIGHT; OHIBITED. :PRUNED 'ORT THE NT. _T L -404 VLV ­1 x IY 1 \ 1 V1 1L 1 -- - -- - - 4- MAHAN RYKIEL A000dIATE0 INC. Landscape Architecto The Otieff Oilver Building 800 Wyman Park Drive Ouite 100 Baltimore, MD 21211 UOA Tel. 410.235.6001 0 15' 30' 60' 120' SCALE: 1" = 30' (< DESIGNED BY: PROJECT. S TONEFI EL D SET REV NO. TOWN CENTER - FINAL SITE PLAN 2 DRAWN BY: ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: DIHR BY: LANDSCAPE PLAN TITLE: L -402 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE DATE: SHEET NUMBER: 208026.45 L-402. dWg H: AS SHOWN 05122112 of V f� M 3 a �i . o i a� CL a a - Q I N O I N N i Q r D Q U a� c 0 I N c v 3 N i 0 E .o a 0 N 0 R U 0 0 37 LIR 257 JC 37 POI 13 TO nnn 1 1r% 444 1 IM 11AA-rr%LJI IAIC L+CC OUCCT I An) I Scale: 1"= 30' -0" 0 15' 30' 60' 120' SCALE: 1" = 30' NO. RYI�EL A��OdIATE� INC. Landscape Architects The $tieff Oilver Building 800 Wyman Park Drive Ouite 100 Baltimore, MD 21211 UOA Tel. 410.235.6001 DESIGNED BY. PROJECT: S TONEFI EL D I/� / CENTER - FINAL SITE PLAN TON CEN E N N TOWN COUNTY, VIRGINIA SET REV. N0. 2 DRANBY. . yy DRAWING. NUMBER: L -403 TITLE. LANDSCAPE ` D S C `P E P L Q `N DIHR BY. SHEET NUMBER: ° f WWA NUMBER: 208026.45 FILE NAME: DISCIPLINE: SCALE: DATE: L-403. dWg V. AS SHOWN 05122112 SHEET REVISION BY DATE NO. SHEET REVISION BY DATE o, b 0 I Q) CL Q 0 I _N N i Q i 0 Q 7a3 a c 0 N I a� c a� V c 3 �2 L 0 E a� Q 0 0 0 U 0 0.. 0 N0. B r t f` '6 fe, i ---------- 11 Landscape Plan \\ V I Scale: 1"= 30' -0" SHEET REVISION BY DATE NO. e 768 LIR SO e4 i f i I � i I A i i i 1 } M I 0 07 J W W 2 W W 1) W Z_ J Q SEE SHEET L -403 FOR QTY. PLANT SCHEDULE KEY QTY. SCIENTIFIC NAME/ COMMON NAME SHADE TREES MIN. CAL. HT. CON. NOTES AB 12 Acer buergeranum/ 7' Ht. 6'- 8' HT. B &B Strong Centeral Leader, Trident Maple Clear Trun to 6' Ht. AF 10 Acer ginnala 'Flame'/ 7' Ht. 10' HT. B &B Strong Centeral Leader, Flame Amur Maple r / f Clear Trun to 6' Ht. AR 99 Acer rubrum 'Autumn Flame'/ 2 1/2" 6' -8' HT. B &B Strong Centeral Leader, Autumn Flame Red Maple Clear Trun to 6' Ht. GB 43 Ginko biloba 'Magyar / 2 1/2" #5 B &B Strong Centeral Leader, Maidenhair Tree 9 Clear Trun to 6' Ht. GT I Gleditsia triacanthos var. inermis 'Skyline'/ 3 1/2" #5 B &B Strong Centeral Leader, Thornless Honeylocust f Clear Trun to 6' Ht. PA 29 Platanus acerifolia'Bloodgood'/ 3 1/2" #5 f Strong Centeral Leader, Bloodgood London Plane Tree ; 1 Clear Trun to 6' Ht. QP 103 11 Landscape Plan \\ V I Scale: 1"= 30' -0" SHEET REVISION BY DATE NO. e 768 LIR SO e4 i f i I � i I A i i i 1 } M I 0 07 J W W 2 W W 1) W Z_ J Q SEE SHEET L -403 FOR QTY. PLANT SCHEDULE KEY QTY. SCIENTIFIC NAME/ COMMON NAME SHADE TREES MIN. CAL. HT. CON. NOTES AB 12 Acer buergeranum/ 7' Ht. 6'- 8' HT. B &B Strong Centeral Leader, Trident Maple Clear Trun to 6' Ht. AF 10 Acer ginnala 'Flame'/ 7' Ht. 10' HT. B &B Strong Centeral Leader, Flame Amur Maple Clear Trun to 6' Ht. AR 99 Acer rubrum 'Autumn Flame'/ 2 1/2" 6' -8' HT. B &B Strong Centeral Leader, Autumn Flame Red Maple Clear Trun to 6' Ht. GB 43 Ginko biloba 'Magyar / 2 1/2" #5 B &B Strong Centeral Leader, Maidenhair Tree Clear Trun to 6' Ht. GT 86 Gleditsia triacanthos var. inermis 'Skyline'/ 3 1/2" #5 B &B Strong Centeral Leader, Thornless Honeylocust Clear Trun to 6' Ht. PA 29 Platanus acerifolia'Bloodgood'/ 3 1/2" #5 B &B Strong Centeral Leader, Bloodgood London Plane Tree ; Clear Trun to 6' Ht. QP 103 Quercus phellos'QPSTA'/ 2 1/2" #7 B &B Strong Centeral Leader, Hightower Willow Oak Clear Trun to 6' Ht. EVERGREEN TREES 10 18 Ilex opaca / 6'- 8' HT. B &B Centeral Leader American Holly Sheared JV 31 Juniperusvirginiana / 10' HT. B &B Centeral Leader Eastern Red Cedar Full to base ORNAMENTAL TREES AG 40 Amelanchier grandiflora'Autumn Brilliance'/ 8' HT. B &B Multi Stem, 3 -5 Trunks Autumn Brilliance Serviceberry Space 48" O.C. CC 9 Cercis canadensis / 6' -7' HT. B &B Multi Stem, 3 -5 Trunks Eastern Redbud MS 7 Magnolia soulangiana / 6' -8' HT. B &B Multi Stem, 3 -5 Trunks Saucer Magnolia SHRUBS CL 29 Cupressocyparis leylandii / 6' HT. B &B Vine Staked, Leyland Cypress Space 48" O.C. CS 9 Cornus sericea / #7 B &B 24" Spd. Red Twig Dogwood EA 285 Euonymus alatus 'Compacta7 #5 B &B 30" Ht. Compact Winged Euonymus EK 215 Euonymus kiautschovicus 'Manhatten' #5 B &B 30" Ht. Manhatten Euonymus IV 40 Ilex verticcillata 'Red Sprite / #5 B &B 30" Ht. Little Henry Itea PF 25 Photinia fraseri / #5 B &B 30" Ht. Red -Tip Photinia Space 48" O.C. PL 262 Prunus laurocerasus'Otto Luyken'/ #7 B &B 24" Sprd. Otto Luyken Cherry Laurel Matched TO 51 Thuja occidentalis 'Techy'/ 5' HT. B &B Techny Arborvitae VD 78 Viburnum dentatum / UHT. B &B 24" Sprd. Arrowwood Viburnum Matched VS 33 Viburnum setigerum / UHT. B &B Tea Viburnum GROUINDCOVERS + PERENNIALS + ORNAMENTAL GRASSES HEH 70 Hedra Helix / SP4 Vine Staked, English Ivy Space 48" O.C. HYP 306 Hypericum perforatum / #1 Cont. Space 18" O.C. St. John's Wort JCO 1,274 Juniperus conferta/ #3 Cont. 18" Sprd. Juniper LSB 238 Leucanthemum superbum'Becky'/ #1 Cont. Space 18" O.C. Shasta Daisy LIR 24,763 Liriope muscari 'Big Blue'/ #1 Cont. Space 18" O.C. Big Blue Liriope PAT 69 Parthenocissus tricuspidata / SP4 Vine Staked, Boston Ivy Space 48" O.C. POK 2,176 Pennisetum orientale'Karley Rose'/ #1 Cont. Space 24" O.C. Karley Rose Fountain Grass 0 15' 30' 60' 120' SCALE: 1" = 30' SHEET REVISION I BY I DA TE R=L A0000IATE0 INC. Landscape Architect$ The $tieff Oilver Building 800 Wyman Park Drive Ouite 100 Baltimore, MD 21211 U$A Tel 410.235.6001 PLANTING NOTES 1. THE CONTRACTOR SHALL PROVIDE MATERIALS, LABOR AND EQUIPMENT TO COMPLETE LANDSCAPE WORK AS SHOWN ON THE PLANS 2. PLANT MATERIAL SHALL CONFORM TO THE SIZES GIVEN IN THE PLAN LIST AND SHALL BE NURSERY GROWN IN ACCORDANCE WITH THE "AMERICAN STANDARD FOR NURSERY STOCK," LATEST EDITION. PLANT MATERIAL EXHIBITING A SPINDLY OR LOP -SIDED HABIT OR OTHER FEATURE THAT DETRACT FROM ITS HEALTH OR APPEARANCE WILL BE REJECTED 3. PLANTING SHALL BE IN ACCORDANCE WITH STANDARD AMERICAN ASSOCIATION OF NURSERYMEN PROCEDURES AND SPECIFICATIONS. 4. CONTRACTOR SHALL CONTACT UTILITY COMPANY VERIFY THE CORRECT LOCATION OF UNDERGROUND UTILITIES WITHIN THE LANDSCAPED AREA PRIOR TO INSTALLATION OF PLANT MATERIAL. IF CONDITIONS ARISE IN THE FIELD WHICH NECESSITATES SHIFTING OF THE PLANT MATERIAL, LANDSCAPE ARCHITECT IS TO BE CONSULTED PRIOR TO RELOCATION 5. OBTAIN APPROVAL FROM OWNER BEFORE MAKING ANY SUBSTITUTIONS OR CHANGES 6. PLANT BEDS AND TREE PITS SHALL HAVE A GRANULAR PRE - EMERGENT WEED CONTROL APPLIED PER MANUFACTURER'S RECOMMENDATION PRIOR TO MULCHING 7. PRECAUTIONS SHALL BE TAKEN TO AVOID DAMAGE TO EXISTING PLANTS, TURF AND STRUCTURES. DAMAGED AREAS SHALL BE RESTORED TO THEIR ORIGINAL CONDITIONS. TURF AREAS DISTURBED BY PLANTING OR GRADING OPERATIONS SHALL BE FINE GRADED AND SEEDED OR SODDED. DEBRIS AND WASTE MATERIAL RESULTING FROM PLANTING OPERATIONS SHALL BE REMOVED FROM PROJECT AND CLEANED UP 8. PLANT FOR BEST APPEARANCE FOR REVIEW AND FINAL ORIENTATION BY LANDSCAPE ARCHITECT 9. PLANT BEDS AND PLANTING AREAS TO BE MULCHED TO A DEPTH OF 3" UNLESS OTHERWISE NOTED ON DRAWING 10. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 11. ELECTRICAL SWITCHING EQUIPMENT WILL BE FULLY SCREENED BY LANDSCAPING AT THE TIME OF PLANTING 12. ANY CONFLICT IN THE NUMBER OF TREES OR OTHER PLANTINGS THAT OCCURS BETWEEN THE TABLE SHOWN ON SHEET L404 AND THE INFORMATION ON LANDSCAPE PLANS ON SHEETS L401, L402, L403 AND L404 SHALL BE RESOLVED BY THE INFORMATION SHOWN ON THE LANDSCAPE PLANS. DESIGNED BY: PROJECT. S TONEFI EL D SET REV. NO. TOWN CENTER — FINAL SITE PLAN 2 DRAWN BY: ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: DIHR BY: LANDSCAPE PLAN TITLE: L -404 WWA NUMBER: FILE NAME: DISCIPLINE. SCALE: DATE: SHEET NUMBER: 208026.45 L- 404.dw9 V.AS SHOWN 05/22/12 of �� c c o) 0 L i J a� L c a Q 0 N N 0 i Q 0 a a� c 0 i a� C N V c �2 0 v Q 0 0 0 CL i' U N •O L 0 i 9 1 I Shade Tree Plantin Scale: U) 4 F<UU I BALL WIDTH STAKE LIMIT OF TREE PIT LIMIT OF TREE CANOPY / MULCH ROOTBALL FOR ADJACENT ONS. AL LEADER. OR 2" MAX. FINISH GRADE. BE PLACED JT & REMOVE TOP 1/3 OF BURLAP `ROM ROOTBALL RING TO LIMIT OF CANOPY N. DIA., WHICH EVER IS GREATER. . -CUT EDGE JG SOIL MIX 'LANTING IN LAWN, SEED / SOD T OF MULCH RING ,3RADE :NT PLANTING; AN FOR MATERIALS. Y SIDES AND BOTTOM OF PIT TO 1" DEPTH. AMPED SOIL TO ( ROOT BALL 'URBED SOIL NOTES: 1. NEVER CUT CENTRAL LEADER. 2. CUT & REMOVE WIRE BASKETS IF APPLICABLE. 2. MULCH NEVER TO BE PLACED AGAINST TRUNK/ROOT FLARE. WIDTH 3 Evergreen Tree Plantin Scale: SET TREE W/ 1/8 OR 2" MAX OF ROOT BALL ABOVE GRADE CUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL MULCH AS SPECIFIED SOIL MIX AS SPECIFIED SHOVEL -CUT MULCH EDGE FINISHED GRADE SCARIFY SIDES OF HOLE PRIOR TO PLANTING UNDISTURBED SOIL '? I Multi -Stem Tree Plantin &� Scale: SEQUENCE OF CONSTRUCTION (GENERAL) REFER TO SPECIFICATIONS 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. STAKE OUT PLANT /BED LOCATIONS. CUT EDGE OF PLANT BED TILL SOIL AND APPLY AMENDMENTS TO ENTIRE PLANTING AREA. APPLY PRE - EMERGENT HERBICIDE (TWO WEEKS PRIOR TO PLANTING). INSTALL PLANTS. INSTALL FERTILIZER TABLETS IN EACH PLANT PIT. PLACE BACKFILL WATER EACH INDIVIDUAL PLANT THOROUGHLY. PLACE MULCH OVER IENTIRE PLANT BED. WATER ENTIRE PLANT BED THOROUGHLY. NOTES: 1. NEVER CUT CENTRAL LEADER. 2. CUT & REMOVE WIRE BASKETS IF APPLICABLE. 2. MULCH NEVER TO BE PLACED AGAINST TRUNK/ROOT FLARE. ;AL LEADER 'LAG, ONE PER WIRE JRN- BUCKLE (3 REQ'D) /8 OR 2" MAX. OF EVE FINISHED GRADE :CIFIED I" MIN. DEPTH 4ULCH EDGE -, SEE SPECS. SUBBASE ES, CUT AND .AP FROM TOP ALL 4 Shrub Planti Scale: FIRST LATERAL ROOT FLUSH WITH FINISH GRADE MULCH (TYP.)(3" DEPTH) TOOLED BED EDGE, MIN. 4" DEPTH, ALIGN LIMIT OF MULCH WITH PLANT CANOPY UNLESS OTHERWISE INDICATED ON PLAN (TYP.) FINISH GRADE, CONDITION VARIES SEE PLAN (TYP.) REMOVE 3 OF BURLAP FROM TOP OF ROOTBALL PLANTING SOIL MIX AS SPECIFIED COMPACTED, OR UNDISTURBED SOIL TAMPED SOIL UNDER ROOTBALL TO PREVENT SETTLING TILLED SOIL PROJECT. SET REV. NO. N4AHANRYMEL STONEFIELD A 0 0 0 01 A T E 0 INC, TO INN CENTER - FINAL SITE PLAN Landscape Architects TITLE: ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: The Otieff Oilver Building PLANTING DETAILS L -501 800 Wyman Park Drive Ouite 100 SHEET NUMBER: Baltimore, MD 21211 USIA FILE NAME: DISCIPLINE: SCALE: DATE: Tel. 410.235.6001 L- 501.dwg V. AS SHOWN 03/22/'12 49 of 52 No. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE Z9 10 09 1 m PLANT SCHEDULE (THIS SHEET ONLY) ----------- ROOT COMMENTS 2 1/2" Cal. B&B Strong Central Leader, Clear Trunk To 6' Ht. 10' [Ht. B&B Heavy Cn- ROUTE29 mI� m mm NOR R0 x. s Im m .. affin" W6 w UV I- "s mW 1341 64' j.- 0) ccl It cis E N 0 0' 0- 0 cr- m PLANT SCHEDULE (THIS SHEET ONLY) ----------- ROOT COMMENTS 2 1/2" Cal. B&B Strong Central Leader, Clear Trunk To 6' Ht. 10' [Ht. B&B Heavy Cn- ROUTE29 mI� m mm NOR R0 x. s Im m .. affin" W6 w UV I- "s mW 1341 64' j.- Typical StoneTreeT" Applications pn� ca-'- Cor,,cret�, Fe.noo add valop t.l 4*uir(h vwopnx-�r Fw OF n PANEL Community +t tar*Tme . conmkw Far"ce wt en lame Cr r,'f ^jr wrv,.m&:tAty 31 so kOCLKH�', oridwind rod(x"n. MER 1' IA, cam�mercial REz BLEV. C*�b,*,Tme- t:m Femce wi its am, poc�,, !,,,r • EC ION 5CREENINO NALL r*ed,1; Aooen'Oeteiy v.-wred f1,1114Y car, P05T 5, N, oLlatrA whoa wvlIs �r, M4:d eE PLAN 5c-,REENIN5 NALL Rosidenbaf C. , , 1,0 , wTme Concree F-okn * wafts odill add to the L�eou^ A ""rwv wsrd sp-cuZv 0+yau, home Ava3. q m StkOed ione and AsMarle,.etures Yt'ur "spot wits be cusk) rfF rp,.o,,O to rult )r tt,jp cir}r pegist A r, ur e ria, r -------------- -- - — ------------- - ---- - -w 0. EAST COAS I —Pr-1 1C�- I X � - �: T 131 skj�ekxwl ,� 0 AmZH >, ve'23UM 11M, 24,a5?n ♦ com 'A' . .. ............. R Typical Installations Frequently -- ------------ - ------------------------------------------------------------------- ------------ How tarot are the farce panels? �arp, fa we " "W i" I$ Lmf A.'r-9, e, 'OYaa C', X: I tal? C" a 'b"A"k") af ft, , -'.,c 7N Asked Questions --------------- How tang cloes it take to Install? As. rwrx th e sa P Ut1x1,,1 �w Crew afsw- - dFd sse d >d'a`eY epor Cae 0 e Vo it w W ta Imm W-v (ryp) 51 V-01, (Tyfp) DI-0 I (TYP) iM — ---- — ------ --POST tEp 0 NOTE, ELEEVATION - SrREENINO NALL THE V4ALL 514ALL BE 15TEFFED Ar,00ROINO To r-HAN&ES 11,41 &RAVE -Q t I r1v Z? -C-,' t t T T .... . ..... . ...... 'A' r-.7"M PER SELO;lq PANEL .......... P01:1T 15, '—f'05T W P05T 15, POST '5' _ FLAN 5CREENIN5 NALI- P05T S, .51 is NOTE: THE KALL 5HALL BE ELEVATION -!E)CREEN1N0 NALL 5TEPPED ArCORPINe Sr-'ALE 1/2" = V-0" TO CHANOES IN VZADE PAWL SAP LINE POST BEYONC� 1w VfQ Fw (JIB Y PANEL PIER BELOH Cr z T-------- - ----- - MER 1' IA, REz BLEV. \--Pof;T 15, EC ION 5CREENINO NALL WALE 112" z 11-0" P05T 5, PLAN 5c-,REENIN5 NALL — ---- — ------ --POST tEp 0 NOTE, ELEEVATION - SrREENINO NALL THE V4ALL 514ALL BE 15TEFFED Ar,00ROINO To r-HAN&ES 11,41 &RAVE -Q t I r1v Z? -C-,' t t T T .... . ..... . ...... 'A' r-.7"M PER SELO;lq PANEL .......... P01:1T 15, '—f'05T W P05T 15, POST '5' _ FLAN 5CREENIN5 NALI- P05T S, .51 is NOTE: THE KALL 5HALL BE ELEVATION -!E)CREEN1N0 NALL 5TEPPED ArCORPINe Sr-'ALE 1/2" = V-0" TO CHANOES IN VZADE PAWL SAP LINE POST BEYONC� f=ANEL CAP PC-6T < DIA. RE: ELEV� 51ECTION SCREENINO NALI SCALE V.2" = V-0" 1-V—r'" 05 WALL WITH PICKET FENCE DETAILS 01 WALL PL AN I • Fw (JIB Y < i Cr z MER 1' IA, REz BLEV. EC ION 5CREENINO NALL WALE 112" z 11-0" f=ANEL CAP PC-6T < DIA. RE: ELEV� 51ECTION SCREENINO NALI SCALE V.2" = V-0" 1-V—r'" 05 WALL WITH PICKET FENCE DETAILS 01 WALL PL AN I • Fw Cr z w Tel rn 3 ai b v E CX 0 4. I N I W U O I- I 0 / 0 O 00 U Q CIO i 0 0 0 U I O O N N G O V) I N U v 4. O 0 E N -ja Q / O Q O D G N a 0 a� 0 / 1 c E Z 0 U .t� n. o� N / U 0 0 a� s Q) m / .; 1. SPECIFICATfONS SHOWN CAN BE CHANGED BY THE MANUFACTURER ONLY. 2. FOOTING WIDTH TO SE (4)X POST WIDTH. Proposed Guardrail Detail to be sane color as approved. TYP. GUARDRAIL DETAIL Scale: N.T.S NOT USED Scale: N.T.S raKiern kk Elevation CALE::1; 4 "A' ] so, i2" [38MM] TOP WALL-0.065 C-. c E 2 TYP. RETAINING WALL AT B -1 Scale: N.T.S Pattern B platterrt 0 Additional Patterns NOTE: See re--,dered archikeetural ele%�ations to sore i plaaerr,wit, pWternr� and quantity, screen to rmecha` tally fa un to building wkrall; attachrnent detail to t)e coordinated ,ry !h ar(.,Nte,ct; faslon er; to be hidden to greatee,t extent pmO jhia; any exposed fasteners toy be countersink fhaad.. uniform type (socket bead, philfips, etc,); evemly speced, and finished to match so ar? exterior %'alI FINISH GRADE BEYOND PMS Black 7 decorative metal bars bent to custom sh :�raes; tars to be fabricated Pram Standard matreriala Finish Color (,qtraq tune, bar): paint or powder coat fink9h; 4 r,lrtlrnum Saar depth to tae 2 ` Section Detail SCALE 1 W , ..... ..................................... .. .........11-1-1.1 ... .......... ............... ...........:1111. _1111 ............ _1111.. _. NOTE: DECORATIVE SCREEN TO HAVE 2" MINIMUM DEPTH AND TO BE COLOR PMS BLACK 7. REFER TO ARCHITECTURAL PLANS FOR GREEN SCREEN DETAILS. 5 GREEN SCREEN Scale`. N.T.S TOWN CENTER AMEND §1 UPDATE CJH 105.21.12 ARB STONEFIELD TOWN CENTER UPDATE 2 CJH 11.29.11 SHEET REVISION BY DATE NO. SHEET REVISION BY DATE 4" THICK STONE CAP ADJACENT PAVING, SEE PLAN STONE VENEER, EXTEND STONE TWO COURSES MIN. BELOW FINISH GRADE ADJACENT PLANTING, ELEVATION VARIES, SEE GRADING PLAN #57 STONE WRAPPED IN FILTER FABRIC (TYP.) PERFORATED PVC PIPE, WRAP IN FILTER FABRIC, SEE CIVIL FOR CONNECTION CMU SHELF REINFORCEMENT, SPACING, AND FOOTING SIZE TO BE REVIEWED BY STRUCTURAL POURED IN PLACE CONCRETE FOOTING UNDISTURBED SUBGRADE BELOW FOOTING 1' 42" HIGH DECORATIVE GUARDRAIL — SEE GUARDRAIL DETAIL THIS SHEET TRIM CAP WITH CONTINUOUS ADHESIVE (AS PER MANUFACTURER'S RECOMMENDATION) —\ PLANTED AREA EMBEDMENT SUBDRAIN (DAYLIGHT) VARIES* COMPACTED GRANULAR BASE OR OPTIONAL CONCRETE LEVELING PAD MAX. WALL BATTER = %" PER 8" HIGH BLOCK * MINIMUM 3' -0" EMBEDMENT. EMBEDMENT DEPTH INCREASES WITH INCREASED WALL HEIGHT, SLOPING FILLS IN FRONT AND BEHIND WALL OR POOR FOUNDATION SOILS. SEGMENTAL RETAINING WALL DETAIL NOT TO SCALE 3 TYP. RETAINING WALL AT NORTH PERIMETER Scale: N.T.S MAHAN RYKML ASSOCIATES INC. Landscape Architects The Stieff Silver Building 800 Wyman Park Drive Suite 100 Baltimore, MD 21211 USA Tel. 410.235.6001 SEGMENTAL RETAINING WALL NOTES 1. BOTTOM ELEVATIONS SHOWN ON THE PLANS ARE A DEFINITION OF THE GROUND ELEVATION, NOT THE FOUNDATION ELEVATION. FOUNDATION, DEPTH TO THE FOUNDATION, AND WALL STRUCTURE ARE TO BE DESIGNED BY THE WALL MANUFACTURER. WALL MANUFACTURER SHALL MEET ALL ALBEMARLE COUNTY DESIGN, SUBMITTAL, AND BUILDING PERMIT REQUIREMENTS. SEPARATE BUILDING PERMIT REQUIRED AND SHALL BE OBTAINED BY RETAINING WALL CONTRACTOR. 2. ALL RETAINING WALLS EQUAL TO OR GREATER THAN 30" IN HEIGHT SHALL HAVE A 42" GUARDRAIL, SEE DETAIL THIS SHEET. ALL GUARDRAIL SHALL BE IN ACCORDANCE WITH BUILDING CODE AND ADA REQUIREMENTS. 3. THE WALL MANUFACTURER SHALL INCLUDE THE GAURDRAIL POST FOUNDATION DESIGN WITHIN THE WALL DESIGN. 4. PROVIDE SEGMENTAL RETAINING WALLS WHERE INDICATED ON DRAWINGS. RETAINING WALL MATERIAL AND COLOR AS SELECTED BY THE OWNER. 5. DESIGN SEGMENTAL RETAINING WALLS TO CONFORM TO THE REQUIREMENTS OF THE NCMA "DESIGN MANUAL FOR SEGMENTAL RETAINING WALLS." 6. PRIOR TO THE START OF WORK, PROVIDE RETAINING WALL DETAIL SHOP DESIGN DRAWINGS SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN VIRGINIA SHOWING WALL ELEVATIONS, GEOSYNTHETIC TYPES AND LOCATIONS, BACKFILL MATERIAL, AND OTHER DETAILS REQUIRED TO CONSTRUCT THE WALLS. OBTAIN APPROVAL FROM ALBEMARLE COUNTY BUILDING INSPECTIONS FOR DETAILED SHOP DESIGN DRAWINGS PRIOR TO CONSTRUCTION. 7. GEOTECHNICAL INFORMATION REQUIRED FOR THE WALL DESIGN IS THE RESPONSIBILITY OF THE WALL DESIGNER. 8. EXTERNAL STABILITY ANALYSIS FOR BEARING CAPACITY, GLOBAL STABILITY, AND TOTAL AND DIFFERENTIAL SETTLEMENT ARE THE RESPONSIBILITY OF THE WALL DESIGNER. 9. PROVIDE BASE LEVELING PADS OF COMPACTED AGGREGATE OR NON- REINFORCED CONCRETE TO THE LINES AND GRADES SPECIFIED BY THE WALL DESIGNER. PAD SHALL BE 6" MINIMUM THICKNESS, AND SHALL EXTEND 6" MINIMUM IN FRONT AND IN BACK OF THE WALL UNITS. 10.' GEOGRID SHALL BE MANUFACTURED SPECIFICALLY FOR SOIL REINFORCEMENT APPLICATIONS, AND SHALL BE ORIENTED WITH THE HIGHEST STRENGTH AXIS PERPENDICULAR TO THE WALL ALIGNMENT. 11. GRANULAR DRAIN FILL SHALL BE AS SPECIFIED BY THE WALL DESIGNER, AND SHALL CONSIST OF CLEAN ANGULAR GRAVEL, MEETING THE FOLLOWING GRADATION AS DETERMINED IN ACCORDANCE WITH ASTM D -422. SIEVE SIZE PERCENTAGE PASSING 1 INCH 100 3/4 INCH 75-100 No. 4 0 -60 No. 40 0 -50 No. 200 0 -5 12. REINFORCED FILL SHALL BE AS SPECIFIED BY THE WALL DESIGNER, AND SHALL CONSIST OF INORGANIC USCS SOIL TYPES GP, GW, GM, GC, SW, SP, OR SM MEETING THE FOLLOWING GRADATION AS DETERMINED IN ACCORDANCE WITH ASTM D -422. SIEVE SIZE PERCENTAGE PASSING 4 INCH 100 No. 4 20 -100 No. 20 0 -60 No. 200 0 -30 THE FINE FRACTION (MINUS NO. 40.) SHALL HAVE A MAXIMUM LIQUID LIMIT OF 40 AND A MAXIMUM PLASTICITY INDEX OF 20. THE FILL SHALL BE FREE OF DEBRIS, ORGANIC SOILS, AND EXPANSIVE SOILS 13. PERFORATED SUBDRAIN SHALL BE PVC OR CORRUGATED HDPE PIPE. SUBDRAIN SHALL BE PERFORATED OR SLOTTED. 14. CONSTRUCT SEGMENTAL RETAINING WALLS IN ACCORDANCE WITH THE WALL DESIGNER'S INSTRUCTIONS. 15, CONTRACTOR IS ADVISED THAT STORMWATER SHALL BE ROUTED AWAY FROM THE RETAINING WALL DURING CONSTRUCTION. 16. COLOR TO BE 'BUFF' OR 'DARK BROWN' DESIGNED BY. PROJECT: S T 0 N EFI EL D SET REV. NO. DRAWN BY: TOWN CENTER - FINAL SITE PLAN 2 ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: � _� DIHR BY: TITLE: DETAILS V l� / V HFW WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: SHEET NUMBER: 208026.45 W- 2— TC —FSP amend #1 ipdate.dwg HV.AS SHOWN 11 129111 Of j? IV BOUNDARY OF "THE SHOPS AT STONEFIELD 000° TOWN CENTER" ARB SUBMITTAL NOTES: 1. ALL XA, XB AND XH FIXTURES SHALL HAVE BRONZE FINISH 2. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE LUMENS SHALL BE A FULL CUT -OFF LUMINAIRE. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN THE RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE -HALF FOOT CANDLE. 3. AUTOMATIC DEVICES SHALL BE USED TO EXTINGUISH EXTERIOR BUILDING ILLUMINATION BETWEEN 11:00 P.M. AND DAWN. BUILDING LIGHTING SHALL NOT BE MODIFIED TO REFLECT SEASONAL COLORS. 4. ALL CALCULATIONS HAVE BEEN RUN AT INITIAL ILLUMINANCE (LIGHT LOSS FACTOR OF 1.0.) Calculation Summary Project: HOPS A ST NEFIELD Label CaloType Units Avg Max Min Avg /Min Max/Min GARAGE FLOOR Illuminance FO 10.81 24.7 2.8 3.86 8.82 HOTEL PARKING LOT & ROADWAY Illuminance Fc 4.47 17.1 0.0. N,A.. N.A. HOTELSURROUND Illuminance Fc 3.92 27.3 0.0 N.A. N.A. SITE Illuminance 1.000 GSS- 150 -MP -2S XB SINGLE 11000 Luminalre Schedule Project: SHOPS AT STONEFIELD Symbol Label Arrangement Total Lamp Lumens LLF Description XA 4 0 90 DEGREES 31500 1.000 GSM -AM- 400- MP- MT -AR -FG MOD FOR 35OW -i BACK-BACK 23000 1.000 GSM -AM- 400- MP- MT -AR -FG MOD FOR 250 XA -2 4 ® 90 DEGREES 23000 1.000 GSM- AM400- MP- MT -AR -FG MOD FOR 250 • 7A-3 SINGLE 23000 1.000 GSM - 320- MP -2F -FG -MOD FOR 25OW • XA-4 SINGLE 14000 1.000 GSS- 150 -MP -2S XB SINGLE 11000 1.000 J DISCERA 600, MOD FOR 100w • XG SINGLE 14000 1.000 MOD FOR 15OW PULSE START XJ SINGLE 1050 1.000 XL SINGLE 6200 1.000 982 -PT- HID- 10OW- 120HPF -NB2 7RC1 SINGLE 1600 1.000 GL AFV 27TRT BAR ­C SINGLE 65 1.000 LED- STEP01- SQU- L- 002/HO- DM24V -SGW -X -STD xSW1 I SINGLE 11800 1.000 WSR 26DTT MD XSW2 I SINGLE I 3800 1.000 MOD FOR 5OW PMH COATED I I VOODOO DODD _ � o 300'4 "21&AY- COMCAST _ CB De13 � v wtiG � Fc o� Ii ffi�zomi Wk I 22,8 I I 8x c1H2 MA.I/' If N EXIS INS u 800 A Uri TRA SFORMER 6B ❑T ~' 27r-- ,,H,,V)EN -- C CENiU�XgjLl,� r I i 1 ti I P �l% fl; 6A CONTRACT OR TO HAND DIG AND LOCATE DVP CABLE PRIOR TO BEG INING UTILITY Y T NOTIFY RICHTER 9 ASSOCIATES IF COMM EXISTING E 800KVA 288"B'2YJAYj2R](yVi E)m, 41 y�-- � 1� � ��� ■■III °����I'.r��� '�w I ��I ■ r �yesn�ntw�c7 Ib�� Wie i`► EXTENSION DVP y „Ij •"` `II G TRANSFO FIR %'�f�� r r FI.c o o- ; t o' ,�� • c000 0 op000 KS�t�+ICIIY�L"�ii�DY I 21,180 * 170KW C2 -21a:E= F= ■ I1�IlU• ■�■ m I��iIS 1 �r9 1 /' yypp I 22,8 I I 8x c1H2 MA.I/' If N EXIS INS u 800 A Uri TRA SFORMER 6B ❑T ~' 27r-- ,,H,,V)EN -- C CENiU�XgjLl,� r I i 1 ti I P �l% fl; 6A CONTRACT OR TO HAND DIG AND LOCATE DVP CABLE PRIOR TO BEG INING UTILITY Y T NOTIFY RICHTER 9 ASSOCIATES IF COMM EXISTING E 800KVA 288"B'2YJAYj2R](yVi E)m, 41 y�-- � 1� � ��� ■■III °����I'.r��� '�w I ��I ■ r �yesn�ntw�c7 Ib�� Wie i`► EXTENSION DVP y „Ij •"` `II G TRANSFO FIR %'�f�� r r FI.c o o- ; t o' ,�� • c000 0 op000 KS�t�+ICIIY�L"�ii�DY I 21,180 * 170KW C2 -21a:E= F= ■ ■�■ m mil E 32,378 0 260KW C2 -1 TI U 1 21 0 ;6 �F n _ V . 00000nool dog ^:'^'000 ;c�o�� ^ ^_'oc= ^' ^o0 ^= .:008 ^•�30_ �r�r,� ��` � ��.� �i�1fy2[t! �"M�y[►.�..itiK:im.�firf� ". 'IV[7- tlhfOf""- ♦„ ��� �� • �� . rate♦ /_ \`��i '■ .W -� j : i r�tru nra Rsse 5!a� raec�c, � ' �n r. Rcean�_ _r.lrc�•,;/ s=i DISTRICT C� ry ,Go� �. it11111111�t�. � P L I • �1. N/0 FEED R _ NO* SHEET REVISION BY DATE NO. i - :g' ®- 9711._ -- ■146 ■ ■ ■ ■ ■ii' `' ��gI:A - - 7 ,�ri1v1 :: ":•':':000V.00•••• I \ an' ten:.. ` t :•0.40• ❖.•d.•dd.6•i .•O•. • •.. • •. •. .❖. eo•.•eoOSOeoo•.ose.•.•s ❖.•.•.oS y� /�1 • F. v / ' 1 0 o caoo�o oLOOO 1%j 0000000a o�,00c0000.- 0cnnnr,00 ^Donn :�'^ no ..* , 3. PROPOSED 4513 DVP POLE PRO 11 ROPOS-D PO ED ON o E.IIA:fy♦- aria Vf:iR11d�, 1�sA.tA�?► .ice .�d.rYV.� A ihM.a ?R,Yi[aY�IL'a111t'�v ". r•.. PPLE i �`�••�: -,• ... mmxvrloi-,.,ogc.?000 000,�,•ou:, ^o, ,�p�7;�����1, 0000 .. ■ - �,)tfl - #lRS �3N:77t#b %i t,,..\�, oc„o0oocooc00000Loo bo tV4' �MpI►'" V!- I�c7�+', i7'!' "r!;i�tlA'�T;'+Y"!:IS7►.�,i10 _ _ • •1� �.` _ "'I WE'39 � � I on �0000000c000coto¢t 000bo'000�0000ux Gam;, ;LagOOr,;•- ' ` •,.I�'niCr. `.; - i i.v� • rcre.11re�xYtt K %dA.lid�Al�,Xlk1'4i: I f J � � � ��_- _ ✓'I,' / + f' rt :nom- i.�,/ 'T:.. '�'..v';:: � -- �. 3!. ,.�r J i/f - i I •' - fsri ,.,., - °.: _.._ --- sly' -'._. - �,.,,,..,_� ---- -- — '- --- -•.w�� ..`... .- .'' i 1,�.. - -�_ ---_ . @7Pdp6'3 - .:, __ -_- .�,.I�;! ♦ - i {.flr �, .....�,�L �a,wrw.. -._ _ -- --�_- - _...,\Mftff4i��i�fiYCa -.-„- � .._ _ � _— �.,riGdd!�' VT 7A e �- 1" AMENDMENT #1 CJH 2 -7 -2012 TOWN CENTER FINAL SITE PLAN RESUBMI TTAL CJH 12 -14 -2011 TOWN CENTER FINAL SITE PLAN RESUBMI TTAL CJH 10 -13 -2011 ARB STONEFIELD TOWN CENTER SUBMITTAL CJH 7 -5 -2011 SHEET REVISION BY DATE EDENS&AVANT 7200 Wisconsin Avenue 0 Suite 400 0 Bethesda, MD 0 20814 Phone: 301.652.7400 0 Fax: 301.652.3588 BOUNDARY OF Mae I I THE SHOPS AT STONEFIELD TOWN CENTER" ARB SUBMITTAL DESIGNED BY PROJECT: THE SHOPS AT STONEFIELD SET REV. NO. TOWN CENTER ARB SUBMITTAL DRAWN BY: BLISS•FASMAN 0 LIGHTING DESIGN TITLE: DRAWING NUMBER: REVIEWED BY OVERALL SITE PLAN 23 LEONARD ST NEW YORK NEW YORK 10013 212 343 8400 SHEET NUMBER: FILE NAME: SCALE: DATE: 1 "= 80' 2 -14 -2011 L T -1 U n _ V . 00000nool dog ^:'^'000 ;c�o�� ^ ^_'oc= ^' ^o0 ^= .:008 ^•�30_ �r�r,� ��` � ��.� �i�1fy2[t! �"M�y[►.�..itiK:im.�firf� ". 'IV[7- tlhfOf""- ♦„ ��� �� • �� . rate♦ /_ \`��i '■ .W -� j : i r�tru nra Rsse 5!a� raec�c, � ' �n r. Rcean�_ _r.lrc�•,;/ s=i DISTRICT C� ry ,Go� �. it11111111�t�. � P L I • �1. N/0 FEED R _ NO* SHEET REVISION BY DATE NO. i - :g' ®- 9711._ -- ■146 ■ ■ ■ ■ ■ii' `' ��gI:A - - 7 ,�ri1v1 :: ":•':':000V.00•••• I \ an' ten:.. ` t :•0.40• ❖.•d.•dd.6•i .•O•. • •.. • •. •. .❖. eo•.•eoOSOeoo•.ose.•.•s ❖.•.•.oS y� /�1 • F. v / ' 1 0 o caoo�o oLOOO 1%j 0000000a o�,00c0000.- 0cnnnr,00 ^Donn :�'^ no ..* , 3. PROPOSED 4513 DVP POLE PRO 11 ROPOS-D PO ED ON o E.IIA:fy♦- aria Vf:iR11d�, 1�sA.tA�?► .ice .�d.rYV.� A ihM.a ?R,Yi[aY�IL'a111t'�v ". r•.. PPLE i �`�••�: -,• ... mmxvrloi-,.,ogc.?000 000,�,•ou:, ^o, ,�p�7;�����1, 0000 .. ■ - �,)tfl - #lRS �3N:77t#b %i t,,..\�, oc„o0oocooc00000Loo bo tV4' �MpI►'" V!- I�c7�+', i7'!' "r!;i�tlA'�T;'+Y"!:IS7►.�,i10 _ _ • •1� �.` _ "'I WE'39 � � I on �0000000c000coto¢t 000bo'000�0000ux Gam;, ;LagOOr,;•- ' ` •,.I�'niCr. `.; - i i.v� • rcre.11re�xYtt K %dA.lid�Al�,Xlk1'4i: I f J � � � ��_- _ ✓'I,' / + f' rt :nom- i.�,/ 'T:.. '�'..v';:: � -- �. 3!. ,.�r J i/f - i I •' - fsri ,.,., - °.: _.._ --- sly' -'._. - �,.,,,..,_� ---- -- — '- --- -•.w�� ..`... .- .'' i 1,�.. - -�_ ---_ . @7Pdp6'3 - .:, __ -_- .�,.I�;! ♦ - i {.flr �, .....�,�L �a,wrw.. -._ _ -- --�_- - _...,\Mftff4i��i�fiYCa -.-„- � .._ _ � _— �.,riGdd!�' VT 7A e �- 1" AMENDMENT #1 CJH 2 -7 -2012 TOWN CENTER FINAL SITE PLAN RESUBMI TTAL CJH 12 -14 -2011 TOWN CENTER FINAL SITE PLAN RESUBMI TTAL CJH 10 -13 -2011 ARB STONEFIELD TOWN CENTER SUBMITTAL CJH 7 -5 -2011 SHEET REVISION BY DATE EDENS&AVANT 7200 Wisconsin Avenue 0 Suite 400 0 Bethesda, MD 0 20814 Phone: 301.652.7400 0 Fax: 301.652.3588 BOUNDARY OF Mae I I THE SHOPS AT STONEFIELD TOWN CENTER" ARB SUBMITTAL DESIGNED BY PROJECT: THE SHOPS AT STONEFIELD SET REV. NO. TOWN CENTER ARB SUBMITTAL DRAWN BY: BLISS•FASMAN 0 LIGHTING DESIGN TITLE: DRAWING NUMBER: REVIEWED BY OVERALL SITE PLAN 23 LEONARD ST NEW YORK NEW YORK 10013 212 343 8400 SHEET NUMBER: FILE NAME: SCALE: DATE: 1 "= 80' 2 -14 -2011 L T -1 U EDENS&AVANT 7200 Wisconsin Avenue 0 Suite 400 0 Bethesda, MD 0 20814 Phone: 301.652.7400 0 Fax: 301.652.3588 BOUNDARY OF Mae I I THE SHOPS AT STONEFIELD TOWN CENTER" ARB SUBMITTAL DESIGNED BY PROJECT: THE SHOPS AT STONEFIELD SET REV. NO. TOWN CENTER ARB SUBMITTAL DRAWN BY: BLISS•FASMAN 0 LIGHTING DESIGN TITLE: DRAWING NUMBER: REVIEWED BY OVERALL SITE PLAN 23 LEONARD ST NEW YORK NEW YORK 10013 212 343 8400 SHEET NUMBER: FILE NAME: SCALE: DATE: 1 "= 80' 2 -14 -2011 L T -1 U NO. AMENDMENT #1 TOWN CENTER FINAL SITE PLAN RESUBMITTAL TOWN CENTER FINAL SITE PLAN RESUBMITTAL ARB STONEFIELD TOWN CENTER SUBMITTAL SHEET REVISION BY DATE NO. SHEET REVISION CJH 2-7-2012 CJH 12 -14 -2011 CJH 10 -13 -2011 CJH 7 -5 -2011 BY DATE EDENS&AVANT 7200 Wisconsin Avenue 0 Suite 400 0 Bethesda, MD 0 20814 Phone: 301.652.7400 0 Fax: 301.652.3588 DESIGNED BY PROJECT THE SHOPS AT STONEFI ELD SET REV. NO. TOWN CENTER ARB SUBMITTAL DRAWN BY.• BLISS•FASMAN LIGHTING DESIGN DRAWING NUMBER' REVIEWED BY. ENLARGED SITE PLAN 23 LEONARD ST NEW YORK NEW YORK 10013 212 343 8400 FILE NAME: SCALE: DATE: SHEET NUMBER: 1 "-20' 2 -14 -2011 LT - 2 �I NO. SHEET REVISION BY I DATE I NO. AMENDMENT #1 TOWN CENTER FINAL SITE PLAN RESUBMITTAL TOWN CENTER FINAL SITE PLAN RESUBMITTAL ARB STONEFIELD TOWN CENTER SUBMITTAL SHEET REVISION CJH 2-7-2012 CJH 12 -14 -2011 CJH 10 -13 -2011 CJH 7 -5 -2011 BY DATE EDENS&AVANT 7200 Wisconsin Avenue 0 Suite 400 0 Bethesda, MD 0 20814 Phone: 301.652.7400 0 Fax: 301.652.3588 DESIGNED BY. PROJECT. THE SHOPS AT STONEFIELD SET REV. NO. TOWN CENTER ARB SUBMITTAL DRAWN BY.- BLISS•FASMAN 0 LIGHTING DESIGN DRAWING NUMBER: TI TL E: REVIEWED BY. ENLARGED SITE PLAN 23 LEONARD ST NEW YORK NEW YORK 10013 212 343 6400 SHEET NUMBER: FILE NAME: SCALE: DATE: 1 "=20' 1 2 -14 -2011 L T- 4 i AMENDMENT #1 TOWN CENTER FINAL SITE PLAN RESUBMI TTAL TOWN CENTER FINAL SITE PLAN RESUBMI TTAL ARB STONEFIELD TOWN CENTER SUBMITTAL NO. SHEET REVISION BY DATE NO. SHEET REVISION DESIGNED BY PROJECT. THE SHOPS A T STONEFIELD SET REV. NO. TOWN CENTER ARB SUBMITTAL DRAWN BY.• EDFNS&AVANT BLISS•FASMAN /// � LIGHTING DESIGN DRAWING NUMBER: ��� REVIEWED BY: TI TL E. ENLARGED SITE PLAN 7200 Wisconsin Avenue 0 Suite 400 0 Bethesda, MD 0 20814 23 LEONARD ST NEW YORK NEW YORK 10013 272 343 8400 Phone: 301.652.7400 0 Fax: 301.652.3588 SHEET NUMBER: FILE NAME: SCALE: DATE: 1 "= 20' 2 -14 -2011 L T- 5 CJH 2-7-2012 CJH 12 -14 -2011 CJH 10 -13 -2011 CJH 7 -5 -2011 BY DATE DESIGNED BY PROJECT. THE SHOPS A T STONEFIELD SET REV. NO. TOWN CENTER ARB SUBMITTAL DRAWN BY.• EDFNS&AVANT BLISS•FASMAN /// � LIGHTING DESIGN DRAWING NUMBER: ��� REVIEWED BY: TI TL E. ENLARGED SITE PLAN 7200 Wisconsin Avenue 0 Suite 400 0 Bethesda, MD 0 20814 23 LEONARD ST NEW YORK NEW YORK 10013 272 343 8400 Phone: 301.652.7400 0 Fax: 301.652.3588 SHEET NUMBER: FILE NAME: SCALE: DATE: 1 "= 20' 2 -14 -2011 L T- 5 O COMCAST DB13 2215 V) ENCASED C - -_ --X ----- C d CE y, ••1�IIr1r ��/�,"'1`-"'tll,ulwwwul'.,1e - -- 1 1 1 1 1 1 1 1 1 / i 1 1 ! �� 1 II ., `II �" . • , + . . � � ! I ' •�.,. ■ ■11.11111 t. • _- -- GAS SERVICE LOCATIOIV ��2-, SERVICES I FROM I ■ 0.6 10.9 10. * + �� I i +0 0 +0.0 +0.0 b.0 +0 .0 +0 � t . 0 0 • i +0 6.2 10.1 13.4 + ® ■ 10.5 12.7 11. 10.6 12.9 11. * + 8 .4 5. 9 1 .3 +0 .4 I 12.4 +� 13.2 11, 7 10. 9 + q0 ■ 10.5 15 . 17 . + NOTES: 10,4 + 1 + + + + +�� + +. 0.0 9.7 9.9 �a ■ 14.6 1 .0 0.0 O . �J 0.0 0.0 W" q 0.0 , 0. 5 , 7 O3 + + 9 3 9 , 6 g , g + ■ + +3 . 2.8 +1.4 +0.4 1. AL XA, XB AND XH FIXTU ES SHALL HAVE BRON E F�..� +. 9.3 11,8 11.7 6 + + .8 10.0 13.4��.8 22.8 ■ 1 FI ISH + + t + + 12.9 11.2 11.8 13. 7 11.6 +1.6 + + x 18.4 + + + '0 1 Qq'I�.•, 4QUIPPED . 0 0 $ . o 0.0 0.0 � . o . o I 0 1 57 14 1 + + 12.7 11.1 + + O 0 3.5 3.1 1.6 .3 2. E CH OUTDO) UiG(IN WITH A L MP I 1 • 11.8 15 • 11.3 O N + + 6 4 12.1 17.0 16, 5 24 + T AT EMITS 3,00 NS SHALL BE FULL 10. 10.4 + + 6 +0.0 +0.0 + + + ® 5 9.7 10 , 8 *g + 21.0 + C T -OFF LUMIN �L VER OF LIGHTI G FROM 1 0 .0 .0 +0 .0 +0 .0 +0 .0 0 0 7 5. 4 10.4 9 6 + + ■ xe 5 10 6 10 8 j 2 0 + + X x 5.1 +2.1 1 .1 L M UBL C ROADS AND PROPER IN THE f i� 11.1 17 4 � 0 RESIDENTIAL OR RURAL AREAS Z TRI TS I 15. 10.9 12. * 0 15.1 19.9 +� 1 +0.0 + 0X12' CENTU � 10 9 10.3 X7.3 9.0 18-5 + + ■ 16.6 '8 +2.0 HALL NOT EXCEED ONE -HALF FOOT CANDLE. 0,0 0.0 .0 0 0 +� 0. Q S.4 6 1 8.9 * +0. ■ KXANI-IV E b � 1 G) 9 X7.4 ' 2 g 6 13, 9 2 1 9' S 17 1 13.0 + - ' 6 2.0 0.6 3. AUTOMATIC DEVICES S�ALL BE USED TO EXTIN UISH 1 12, 6 + + 16.8 _ XTERIOR BUILDING ILLUMINATION BETWEEN 100 P.M. 1 + 18 y/� AND DAWN. BUILDING IGHTING SHALL NOT BE MODIFIED +0 +0 . + . 0 +0 �0 +0 .0 �0 . Q� . 4 , 6.3 10 , 4 10 * + + 1 + + + + Sty 8!'5^-42 , 4 TO REFLECT SEASON A COLORS. « 1 17.4 9.0 + + �7.4 12 �� 6 g + + + + +0 + + ■ 10 11 ■ 11 6 g ' g 13.2 14 ,1 1 p • + + ilr 1 ' - + 4. ALL CALCULATIONS H VE BEEN RUN AT INITI L 1 0 .0 0.0 .0 +0 0 0.0 0 . \ 5.5 g 3 9.5 + + 0 ■ 15.2 14 , 8 13 . 9 + 6 9 , 7 ILLUMINANCE (LIGHT SS FACTOR OF 1.0.) 15.5 9.4 10.2 + * 40 15.5 8.7 18-5 + *0 + + + 12.0 11 . 9� 9.0 12.1 11 , 8G) ID + ■ + ■ 5.6 I - + + 0 +0 .0 .0 0 0.0 +0.0 0.0 0 . 0.0 6.3�JB 6 _ 2 2.0 12. �i �. 16 + + LLII _ 3. 0 4.3 r2--5- '*_ -+ + '6'8 10.7 0 I I RAD i --1 1 - 300 _M 1 7 5.7 I 3- 1s-. -2 _ .0 +0 .0 +0 . +0 .0 +0 .0 +0 .0 +0 F 9. 6 11 .7 12.9 + + 2 2 12.9 i p �g _:h-.7 - ° ■ 15 9.3 x + + - - - 5 ---+ + I + ■ 3 1V0.0 10 9.6 x+ +10. 1 --- "--- IO.x�l� 5 + gg + +0 0 +0 .0 +0 .0 +0.0 +0 .0 +0 .0l . 0 + N P EXIS ING+ 11 + + ■ Ii7 v' 8 11 • p 2,1 +g 17 10.7 1 + 6 .I f OIL FR M STUj .� 11.5 13 4 10 . l p 2 g + + ■ l Of ■ 2 .1x:1.3 10 .1 12.2 X1.4 7 .1 + ..�_ + + P# 7 8. 9 �7. 4 g 1 8 I+ + ■ 4.8 0 0 +0 .b +0 . 0 +0 . o I +0. 0 +0.0 +0 .0 0 + 0 6.8 0 �. 5 + 1 6� 9 8 , 10 . * + + ■ �' \ • I I I 1 : 10.38 0 1 I 9' 12.2 14 + + - - -0 I 0. 12.9 710.6 I •8 11.4 1.0 + + + I �,.. - + T +0 .0 0 . + . 0► 5 ■ 9.1 10 12 . * 9 1 -1 I + ■ 8 6 10. 9.7 1p 7 1 9 1 1 + 013.4 ll.x ■ 0.9 8 11.8 + + 1 10.9 11, + + + 9. 8 �• ■ i 113.2 11. 13. 11 + + 0 +01.0 +0 . �0 +0 . +0.0 +0.0 +0.0 0 I + . �7 .1 7.8 8 , 9 14.5 10 + X ■ I 0 12 . 8. 8 �j I 1 I .3 17L . 5 9.4 � 10.8 +10.4 + II ■ . 4 �,,.3 �9 F I ` • i< + 8.4 1�1� 17.7 10. + 0 ■ +0.0 ) . 0 +0.0 '0.0 +0.01 +0.0 +0.0 0 . 0 ' , + .8 9-3G)1.2 + 5 2. 1� * + ■ + 13.4 9.8 12 2 `43.4 13,1 1i 5 + + I 1 9'3 13.9 11.0 12.0 + + + + + +' * + + + 14.9 12. 9 ll< 6 1 113.3 I2. b• 8 1 J' "5 F 0.0 0.0 .0 t.0 0.0 0.0 0.0 0.` •0 •5,2 ° 14,4 11.6 17,1 9 + + �' i I 0 10'8 lt•4 15,4 ■ 11. 0.9 + C0 I 9.8 10x + +, + + ■ N 1 9 1x0}0.7 11.5 g N +I + + 0.0 +a.0 0 I.0 +0.0 0. +0.0 0 +:0• « .4 9.8 9.2 16.4 9.8 + + • ■ �07�1.3 11.7 12.x 10.0 16.2 8.3 I - + 12.0 11.5 1 7.1 + + I ■ 0 X7.8. 1 i� J x 9. 9 2 6.1 I +1 + ■5� 8�4 +0 . o +0.0 0 .0 0.0 t-0 +0.0 +0. 01 `0', ' 8 , 4 1)11,1 +14. � 9 9 10.7 9 + + ■ :Il + � 13 0 12 . 7 1 I I 1 11.0 13.7 ++66. 6 �+ + + + +1 + �a +0.0 +0.0 .0 +0.0 +0.0 +0.0 +0. + \� \ + 10-1 9.8 14 . + + + + + I + + 4 + 1 0+0-8 14x \���\ ■ 9 2 9 1 .4 1 +9. + + 1 \\ + ■ 12.1 1 11 2 + + ►� 0 . +0 .0 (7.0 0 +0 .0 0 .0 +�.o +0 0 0 \ 1 3 8.5 9.8 1 + + ((x^�� ® ■ ■ 1 13.0 1 12 6 9. 7 + + 3. 3 10.2 10 ."T + + + x� 1 1 .5 8.4 8 p + \ \\ 11 3 10.9 9.5� + + I ■ �. 0 r;4_0 (� 8. + + + +0.0 + 1 + �\ 4 8.8�� + 10.8 10,7 11 5 g X09 + ■ * + ■ 0 0.0 n.0 0.0 +0.0 0.0 i + I 4 14.6 \\ \\ •+ 10.1 11,9 10.7 12.3 10.4 12.2 12.0 11.1 13.3 +12.11 I 11.2 10.5 I +0 o +0.0 +0. OI t . 0 +0.0 +0.0 0 �\ �\ 11.2 + ,1 + + + I 13.3 +0.8 10.6 + + �I \ \�\ ■ 13.0 9 10 0 +9 7 8 + 0 + . * I I 12.8 11.2 x I ■ 8' 2 9.2 +0 I + + + + + °j + + + ■ �0 9 0.5 it + 0 .0 0. 0 0.0 0.0 +0.0 .0 1 6 9.6 13.4 12.0 11 4 10.3 9 8 + + ■ �oi 4 1Qx011.3 +9.5 X7.4 1 • x 8. g 5 6 I ■ + ■ .0 +0 .0 +0 . +0 . +0 .0 � . 0 +0.0 .0 + .0 r + .9 l 0 8� 6. 4 +l 1. k I i8 2 9 9 ' 1 .3 + + ■ + 6 12.8 1 .9 I 3 4 13.0 ■ ■ 3 +0. + I I + + +� + + + * + ■ +I + + 0.0 .0 0. +0. 0.0 0.0 0.0 0 0� 0 10.8 16 7 * + + + m a 2 C_a- + ^h + i 0. 2 o f+ .7 0 1.1 o , + + +1.1 1.6 +0 9 0.9 .)Y -- +.8 +.0 0.7 0 Calculation Summary re Opt: PS STONEFIELD 1 0 1 1 1 ! 1- ■.■f>_�. fur •>•■r�,�.r�s`rll��- +0 ii= "���%"i' LLF a . XA bel f� p1me, +0.2 496 In Avg/Min 1.8 1.6 +0.6 4.9 +3.8 +1.7 +0.8 10 + 8 +0 J HOTEL PARKING LOT & ROADWAY I ..'' �J.q/� 1 1 oil gain, 1 1 0.0 0.0 1 1 1 1 1 1 0.0 1 1 / 1 1 1 1 1 / 1 1 1 1 XB • 11000 • • :� 1 %ejr�zrr�l c 3.10 25.1 0. 1.000 N, . .3 +1 9 S NGL 1050 1.00 +0.8 + == 3 +0.1 G �o„„`o 1 1 1 1 / 1 1 1 1 1 1 1 ! 1 ! 1 lk 00 AF 26 RT6 1.0 + fl 1 N LE 65 1.00 L -STEPO - U -L- 2/ O -D 2 +2 .6 + 1 .NGL 1800 -D WSR 2SD7r MD X W2 SINGLE 3600 1.000 I MOD FOR 50W PMH COATED 1 1 1 1 1 11 1 .: •• 1 1 �l1i- . 1 4.8 = 3 +1.1 +1.4 +3. 9 mull +3.9 0. / z +6. 4 - 3.4 0.8 1..0 +.2 - fa• in rur ■r r �. ! 1 ! 1 1 1 1 1 ! 1 1 1 ! 1 ► 1 1 �) 1 / � 1 1 ! 1 � ! 1 !�1_!'"� �r2L'C'!z- _�� ���a.�� 'a1 „ff +y1 fonooaf,�o�f�1a■■ ■.rrr■■. + car ■■ p„■■r■ u! iva■r�o■ .r■tfry■■■ ■r!� u■ •r � \ . � _ Ii',�..r�� f�„a�,faflfn,�,� ■oiiu■r ■A� o!!, ■cr ■no ■roue■ ■■n_�uuunu■nni■ ■• ■rw•• ■ ■• ■r■�e■ 0 :::ii ■rr■ �c ■ ■ter I•ro. •orru►,■�'P` .�� , ■ui✓ � /� C .�..���� `.■� � I :i'� I ,• ,1f,ffofafalff�folxfof,` ■0���� A ��� !�• - - -• V1 1 1 1 1 ! 1 ! 1 ! '11 1 �urin ■■■■li -,�q 1►uO�•� /�:. 1 ! 1 • �, • -1 c�ojQ;1 - 7 w � r � � o w -S�1 1 ,-1�'� •i :iii ��� • •►�joAojQ1Q�Q) O]` 1 / 1 1 10 *0. 1 1 1 0 1` 1 ! ! 1 1- •+,. ■ ■ ■ ■■ij ! U y - rrrr ■ IAr■rr.' ■.e fit- .I�,Ot,�Q��Q� -.¢ f..RR1.1- _ �.,.,1,f,1,.,.�, IdE -.�: �Q/ "`t' I�,ItiC�Itlii 1, • • :"' , 11 'US mall ms: 11 `�'� 1 1 1 1 *0.0 • '..111 ai 1 1. ►+ !• 1 i p' u ��;;b�\ ��c :in �e! ` f ••1�IIr1r ��/�,"'1`-"'tll,ulwwwul'.,1e - -- 1 1 1 1 1 1 1 1 1 / i 1 1 ! �� 1 II ., `II �" . • , + . . � � ! I ' •�.,. ■ ■11.11111 t. • _- -- GAS SERVICE LOCATIOIV ��2-, SERVICES I FROM I ■ 0.6 10.9 10. * + �� I i +0 0 +0.0 +0.0 b.0 +0 .0 +0 � t . 0 0 • i +0 6.2 10.1 13.4 + ® ■ 10.5 12.7 11. 10.6 12.9 11. * + 8 .4 5. 9 1 .3 +0 .4 I 12.4 +� 13.2 11, 7 10. 9 + q0 ■ 10.5 15 . 17 . + NOTES: 10,4 + 1 + + + + +�� + +. 0.0 9.7 9.9 �a ■ 14.6 1 .0 0.0 O . �J 0.0 0.0 W" q 0.0 , 0. 5 , 7 O3 + + 9 3 9 , 6 g , g + ■ + +3 . 2.8 +1.4 +0.4 1. AL XA, XB AND XH FIXTU ES SHALL HAVE BRON E F�..� +. 9.3 11,8 11.7 6 + + .8 10.0 13.4��.8 22.8 ■ 1 FI ISH + + t + + 12.9 11.2 11.8 13. 7 11.6 +1.6 + + x 18.4 + + + '0 1 Qq'I�.•, 4QUIPPED . 0 0 $ . o 0.0 0.0 � . o . o I 0 1 57 14 1 + + 12.7 11.1 + + O 0 3.5 3.1 1.6 .3 2. E CH OUTDO) UiG(IN WITH A L MP I 1 • 11.8 15 • 11.3 O N + + 6 4 12.1 17.0 16, 5 24 + T AT EMITS 3,00 NS SHALL BE FULL 10. 10.4 + + 6 +0.0 +0.0 + + + ® 5 9.7 10 , 8 *g + 21.0 + C T -OFF LUMIN �L VER OF LIGHTI G FROM 1 0 .0 .0 +0 .0 +0 .0 +0 .0 0 0 7 5. 4 10.4 9 6 + + ■ xe 5 10 6 10 8 j 2 0 + + X x 5.1 +2.1 1 .1 L M UBL C ROADS AND PROPER IN THE f i� 11.1 17 4 � 0 RESIDENTIAL OR RURAL AREAS Z TRI TS I 15. 10.9 12. * 0 15.1 19.9 +� 1 +0.0 + 0X12' CENTU � 10 9 10.3 X7.3 9.0 18-5 + + ■ 16.6 '8 +2.0 HALL NOT EXCEED ONE -HALF FOOT CANDLE. 0,0 0.0 .0 0 0 +� 0. Q S.4 6 1 8.9 * +0. ■ KXANI-IV E b � 1 G) 9 X7.4 ' 2 g 6 13, 9 2 1 9' S 17 1 13.0 + - ' 6 2.0 0.6 3. AUTOMATIC DEVICES S�ALL BE USED TO EXTIN UISH 1 12, 6 + + 16.8 _ XTERIOR BUILDING ILLUMINATION BETWEEN 100 P.M. 1 + 18 y/� AND DAWN. BUILDING IGHTING SHALL NOT BE MODIFIED +0 +0 . + . 0 +0 �0 +0 .0 �0 . Q� . 4 , 6.3 10 , 4 10 * + + 1 + + + + Sty 8!'5^-42 , 4 TO REFLECT SEASON A COLORS. « 1 17.4 9.0 + + �7.4 12 �� 6 g + + + + +0 + + ■ 10 11 ■ 11 6 g ' g 13.2 14 ,1 1 p • + + ilr 1 ' - + 4. ALL CALCULATIONS H VE BEEN RUN AT INITI L 1 0 .0 0.0 .0 +0 0 0.0 0 . \ 5.5 g 3 9.5 + + 0 ■ 15.2 14 , 8 13 . 9 + 6 9 , 7 ILLUMINANCE (LIGHT SS FACTOR OF 1.0.) 15.5 9.4 10.2 + * 40 15.5 8.7 18-5 + *0 + + + 12.0 11 . 9� 9.0 12.1 11 , 8G) ID + ■ + ■ 5.6 I - + + 0 +0 .0 .0 0 0.0 +0.0 0.0 0 . 0.0 6.3�JB 6 _ 2 2.0 12. �i �. 16 + + LLII _ 3. 0 4.3 r2--5- '*_ -+ + '6'8 10.7 0 I I RAD i --1 1 - 300 _M 1 7 5.7 I 3- 1s-. -2 _ .0 +0 .0 +0 . +0 .0 +0 .0 +0 .0 +0 F 9. 6 11 .7 12.9 + + 2 2 12.9 i p �g _:h-.7 - ° ■ 15 9.3 x + + - - - 5 ---+ + I + ■ 3 1V0.0 10 9.6 x+ +10. 1 --- "--- IO.x�l� 5 + gg + +0 0 +0 .0 +0 .0 +0.0 +0 .0 +0 .0l . 0 + N P EXIS ING+ 11 + + ■ Ii7 v' 8 11 • p 2,1 +g 17 10.7 1 + 6 .I f OIL FR M STUj .� 11.5 13 4 10 . l p 2 g + + ■ l Of ■ 2 .1x:1.3 10 .1 12.2 X1.4 7 .1 + ..�_ + + P# 7 8. 9 �7. 4 g 1 8 I+ + ■ 4.8 0 0 +0 .b +0 . 0 +0 . o I +0. 0 +0.0 +0 .0 0 + 0 6.8 0 �. 5 + 1 6� 9 8 , 10 . * + + ■ �' \ • I I I 1 : 10.38 0 1 I 9' 12.2 14 + + - - -0 I 0. 12.9 710.6 I •8 11.4 1.0 + + + I �,.. - + T +0 .0 0 . + . 0► 5 ■ 9.1 10 12 . * 9 1 -1 I + ■ 8 6 10. 9.7 1p 7 1 9 1 1 + 013.4 ll.x ■ 0.9 8 11.8 + + 1 10.9 11, + + + 9. 8 �• ■ i 113.2 11. 13. 11 + + 0 +01.0 +0 . �0 +0 . +0.0 +0.0 +0.0 0 I + . �7 .1 7.8 8 , 9 14.5 10 + X ■ I 0 12 . 8. 8 �j I 1 I .3 17L . 5 9.4 � 10.8 +10.4 + II ■ . 4 �,,.3 �9 F I ` • i< + 8.4 1�1� 17.7 10. + 0 ■ +0.0 ) . 0 +0.0 '0.0 +0.01 +0.0 +0.0 0 . 0 ' , + .8 9-3G)1.2 + 5 2. 1� * + ■ + 13.4 9.8 12 2 `43.4 13,1 1i 5 + + I 1 9'3 13.9 11.0 12.0 + + + + + +' * + + + 14.9 12. 9 ll< 6 1 113.3 I2. b• 8 1 J' "5 F 0.0 0.0 .0 t.0 0.0 0.0 0.0 0.` •0 •5,2 ° 14,4 11.6 17,1 9 + + �' i I 0 10'8 lt•4 15,4 ■ 11. 0.9 + C0 I 9.8 10x + +, + + ■ N 1 9 1x0}0.7 11.5 g N +I + + 0.0 +a.0 0 I.0 +0.0 0. +0.0 0 +:0• « .4 9.8 9.2 16.4 9.8 + + • ■ �07�1.3 11.7 12.x 10.0 16.2 8.3 I - + 12.0 11.5 1 7.1 + + I ■ 0 X7.8. 1 i� J x 9. 9 2 6.1 I +1 + ■5� 8�4 +0 . o +0.0 0 .0 0.0 t-0 +0.0 +0. 01 `0', ' 8 , 4 1)11,1 +14. � 9 9 10.7 9 + + ■ :Il + � 13 0 12 . 7 1 I I 1 11.0 13.7 ++66. 6 �+ + + + +1 + �a +0.0 +0.0 .0 +0.0 +0.0 +0.0 +0. + \� \ + 10-1 9.8 14 . + + + + + I + + 4 + 1 0+0-8 14x \���\ ■ 9 2 9 1 .4 1 +9. + + 1 \\ + ■ 12.1 1 11 2 + + ►� 0 . +0 .0 (7.0 0 +0 .0 0 .0 +�.o +0 0 0 \ 1 3 8.5 9.8 1 + + ((x^�� ® ■ ■ 1 13.0 1 12 6 9. 7 + + 3. 3 10.2 10 ."T + + + x� 1 1 .5 8.4 8 p + \ \\ 11 3 10.9 9.5� + + I ■ �. 0 r;4_0 (� 8. + + + +0.0 + 1 + �\ 4 8.8�� + 10.8 10,7 11 5 g X09 + ■ * + ■ 0 0.0 n.0 0.0 +0.0 0.0 i + I 4 14.6 \\ \\ •+ 10.1 11,9 10.7 12.3 10.4 12.2 12.0 11.1 13.3 +12.11 I 11.2 10.5 I +0 o +0.0 +0. OI t . 0 +0.0 +0.0 0 �\ �\ 11.2 + ,1 + + + I 13.3 +0.8 10.6 + + �I \ \�\ ■ 13.0 9 10 0 +9 7 8 + 0 + . * I I 12.8 11.2 x I ■ 8' 2 9.2 +0 I + + + + + °j + + + ■ �0 9 0.5 it + 0 .0 0. 0 0.0 0.0 +0.0 .0 1 6 9.6 13.4 12.0 11 4 10.3 9 8 + + ■ �oi 4 1Qx011.3 +9.5 X7.4 1 • x 8. g 5 6 I ■ + ■ .0 +0 .0 +0 . +0 . +0 .0 � . 0 +0.0 .0 + .0 r + .9 l 0 8� 6. 4 +l 1. k I i8 2 9 9 ' 1 .3 + + ■ + 6 12.8 1 .9 I 3 4 13.0 ■ ■ 3 +0. + I I + + +� + + + * + ■ +I + + 0.0 .0 0. +0. 0.0 0.0 0.0 0 0� 0 10.8 16 7 * + + + m a 2 C_a- + ^h + i 0. 2 o f+ .7 0 1.1 o , + + +1.1 1.6 +0 9 0.9 .)Y -- +.8 +.0 0.7 0 Calculation Summary re Opt: PS STONEFIELD 1 0 Total Lamp Lumens +1.0 4g8 +0 .2 +0 Arrangement I LLF a +2.7 +8.3 XA bel +0. 0.4 +0.2 496 In Avg/Min 1.8 1.6 +0.6 4.9 +3.8 +1.7 +0.8 10 + 8 +0 J ••1�IIr1r ��/�,"'1`-"'tll,ulwwwul'.,1e - -- 1 1 1 1 1 1 1 1 1 / i 1 1 ! �� 1 II ., `II �" . • , + . . � � ! I ' •�.,. ■ ■11.11111 t. • _- -- GAS SERVICE LOCATIOIV ��2-, SERVICES I FROM I ■ 0.6 10.9 10. * + �� I i +0 0 +0.0 +0.0 b.0 +0 .0 +0 � t . 0 0 • i +0 6.2 10.1 13.4 + ® ■ 10.5 12.7 11. 10.6 12.9 11. * + 8 .4 5. 9 1 .3 +0 .4 I 12.4 +� 13.2 11, 7 10. 9 + q0 ■ 10.5 15 . 17 . + NOTES: 10,4 + 1 + + + + +�� + +. 0.0 9.7 9.9 �a ■ 14.6 1 .0 0.0 O . �J 0.0 0.0 W" q 0.0 , 0. 5 , 7 O3 + + 9 3 9 , 6 g , g + ■ + +3 . 2.8 +1.4 +0.4 1. AL XA, XB AND XH FIXTU ES SHALL HAVE BRON E F�..� +. 9.3 11,8 11.7 6 + + .8 10.0 13.4��.8 22.8 ■ 1 FI ISH + + t + + 12.9 11.2 11.8 13. 7 11.6 +1.6 + + x 18.4 + + + '0 1 Qq'I�.•, 4QUIPPED . 0 0 $ . o 0.0 0.0 � . o . o I 0 1 57 14 1 + + 12.7 11.1 + + O 0 3.5 3.1 1.6 .3 2. E CH OUTDO) UiG(IN WITH A L MP I 1 • 11.8 15 • 11.3 O N + + 6 4 12.1 17.0 16, 5 24 + T AT EMITS 3,00 NS SHALL BE FULL 10. 10.4 + + 6 +0.0 +0.0 + + + ® 5 9.7 10 , 8 *g + 21.0 + C T -OFF LUMIN �L VER OF LIGHTI G FROM 1 0 .0 .0 +0 .0 +0 .0 +0 .0 0 0 7 5. 4 10.4 9 6 + + ■ xe 5 10 6 10 8 j 2 0 + + X x 5.1 +2.1 1 .1 L M UBL C ROADS AND PROPER IN THE f i� 11.1 17 4 � 0 RESIDENTIAL OR RURAL AREAS Z TRI TS I 15. 10.9 12. * 0 15.1 19.9 +� 1 +0.0 + 0X12' CENTU � 10 9 10.3 X7.3 9.0 18-5 + + ■ 16.6 '8 +2.0 HALL NOT EXCEED ONE -HALF FOOT CANDLE. 0,0 0.0 .0 0 0 +� 0. Q S.4 6 1 8.9 * +0. ■ KXANI-IV E b � 1 G) 9 X7.4 ' 2 g 6 13, 9 2 1 9' S 17 1 13.0 + - ' 6 2.0 0.6 3. AUTOMATIC DEVICES S�ALL BE USED TO EXTIN UISH 1 12, 6 + + 16.8 _ XTERIOR BUILDING ILLUMINATION BETWEEN 100 P.M. 1 + 18 y/� AND DAWN. BUILDING IGHTING SHALL NOT BE MODIFIED +0 +0 . + . 0 +0 �0 +0 .0 �0 . Q� . 4 , 6.3 10 , 4 10 * + + 1 + + + + Sty 8!'5^-42 , 4 TO REFLECT SEASON A COLORS. « 1 17.4 9.0 + + �7.4 12 �� 6 g + + + + +0 + + ■ 10 11 ■ 11 6 g ' g 13.2 14 ,1 1 p • + + ilr 1 ' - + 4. ALL CALCULATIONS H VE BEEN RUN AT INITI L 1 0 .0 0.0 .0 +0 0 0.0 0 . \ 5.5 g 3 9.5 + + 0 ■ 15.2 14 , 8 13 . 9 + 6 9 , 7 ILLUMINANCE (LIGHT SS FACTOR OF 1.0.) 15.5 9.4 10.2 + * 40 15.5 8.7 18-5 + *0 + + + 12.0 11 . 9� 9.0 12.1 11 , 8G) ID + ■ + ■ 5.6 I - + + 0 +0 .0 .0 0 0.0 +0.0 0.0 0 . 0.0 6.3�JB 6 _ 2 2.0 12. �i �. 16 + + LLII _ 3. 0 4.3 r2--5- '*_ -+ + '6'8 10.7 0 I I RAD i --1 1 - 300 _M 1 7 5.7 I 3- 1s-. -2 _ .0 +0 .0 +0 . +0 .0 +0 .0 +0 .0 +0 F 9. 6 11 .7 12.9 + + 2 2 12.9 i p �g _:h-.7 - ° ■ 15 9.3 x + + - - - 5 ---+ + I + ■ 3 1V0.0 10 9.6 x+ +10. 1 --- "--- IO.x�l� 5 + gg + +0 0 +0 .0 +0 .0 +0.0 +0 .0 +0 .0l . 0 + N P EXIS ING+ 11 + + ■ Ii7 v' 8 11 • p 2,1 +g 17 10.7 1 + 6 .I f OIL FR M STUj .� 11.5 13 4 10 . l p 2 g + + ■ l Of ■ 2 .1x:1.3 10 .1 12.2 X1.4 7 .1 + ..�_ + + P# 7 8. 9 �7. 4 g 1 8 I+ + ■ 4.8 0 0 +0 .b +0 . 0 +0 . o I +0. 0 +0.0 +0 .0 0 + 0 6.8 0 �. 5 + 1 6� 9 8 , 10 . * + + ■ �' \ • I I I 1 : 10.38 0 1 I 9' 12.2 14 + + - - -0 I 0. 12.9 710.6 I •8 11.4 1.0 + + + I �,.. - + T +0 .0 0 . + . 0► 5 ■ 9.1 10 12 . * 9 1 -1 I + ■ 8 6 10. 9.7 1p 7 1 9 1 1 + 013.4 ll.x ■ 0.9 8 11.8 + + 1 10.9 11, + + + 9. 8 �• ■ i 113.2 11. 13. 11 + + 0 +01.0 +0 . �0 +0 . +0.0 +0.0 +0.0 0 I + . �7 .1 7.8 8 , 9 14.5 10 + X ■ I 0 12 . 8. 8 �j I 1 I .3 17L . 5 9.4 � 10.8 +10.4 + II ■ . 4 �,,.3 �9 F I ` • i< + 8.4 1�1� 17.7 10. + 0 ■ +0.0 ) . 0 +0.0 '0.0 +0.01 +0.0 +0.0 0 . 0 ' , + .8 9-3G)1.2 + 5 2. 1� * + ■ + 13.4 9.8 12 2 `43.4 13,1 1i 5 + + I 1 9'3 13.9 11.0 12.0 + + + + + +' * + + + 14.9 12. 9 ll< 6 1 113.3 I2. b• 8 1 J' "5 F 0.0 0.0 .0 t.0 0.0 0.0 0.0 0.` •0 •5,2 ° 14,4 11.6 17,1 9 + + �' i I 0 10'8 lt•4 15,4 ■ 11. 0.9 + C0 I 9.8 10x + +, + + ■ N 1 9 1x0}0.7 11.5 g N +I + + 0.0 +a.0 0 I.0 +0.0 0. +0.0 0 +:0• « .4 9.8 9.2 16.4 9.8 + + • ■ �07�1.3 11.7 12.x 10.0 16.2 8.3 I - + 12.0 11.5 1 7.1 + + I ■ 0 X7.8. 1 i� J x 9. 9 2 6.1 I +1 + ■5� 8�4 +0 . o +0.0 0 .0 0.0 t-0 +0.0 +0. 01 `0', ' 8 , 4 1)11,1 +14. � 9 9 10.7 9 + + ■ :Il + � 13 0 12 . 7 1 I I 1 11.0 13.7 ++66. 6 �+ + + + +1 + �a +0.0 +0.0 .0 +0.0 +0.0 +0.0 +0. + \� \ + 10-1 9.8 14 . + + + + + I + + 4 + 1 0+0-8 14x \���\ ■ 9 2 9 1 .4 1 +9. + + 1 \\ + ■ 12.1 1 11 2 + + ►� 0 . +0 .0 (7.0 0 +0 .0 0 .0 +�.o +0 0 0 \ 1 3 8.5 9.8 1 + + ((x^�� ® ■ ■ 1 13.0 1 12 6 9. 7 + + 3. 3 10.2 10 ."T + + + x� 1 1 .5 8.4 8 p + \ \\ 11 3 10.9 9.5� + + I ■ �. 0 r;4_0 (� 8. + + + +0.0 + 1 + �\ 4 8.8�� + 10.8 10,7 11 5 g X09 + ■ * + ■ 0 0.0 n.0 0.0 +0.0 0.0 i + I 4 14.6 \\ \\ •+ 10.1 11,9 10.7 12.3 10.4 12.2 12.0 11.1 13.3 +12.11 I 11.2 10.5 I +0 o +0.0 +0. OI t . 0 +0.0 +0.0 0 �\ �\ 11.2 + ,1 + + + I 13.3 +0.8 10.6 + + �I \ \�\ ■ 13.0 9 10 0 +9 7 8 + 0 + . * I I 12.8 11.2 x I ■ 8' 2 9.2 +0 I + + + + + °j + + + ■ �0 9 0.5 it + 0 .0 0. 0 0.0 0.0 +0.0 .0 1 6 9.6 13.4 12.0 11 4 10.3 9 8 + + ■ �oi 4 1Qx011.3 +9.5 X7.4 1 • x 8. g 5 6 I ■ + ■ .0 +0 .0 +0 . +0 . +0 .0 � . 0 +0.0 .0 + .0 r + .9 l 0 8� 6. 4 +l 1. k I i8 2 9 9 ' 1 .3 + + ■ + 6 12.8 1 .9 I 3 4 13.0 ■ ■ 3 +0. + I I + + +� + + + * + ■ +I + + 0.0 .0 0. +0. 0.0 0.0 0.0 0 0� 0 10.8 16 7 * + + + m a 2 C_a- + ^h + i 0. 2 o f+ .7 0 1.1 o , + + +1.1 1.6 +0 9 0.9 .)Y -- +.8 +.0 0.7 0 Calculation Summary re Opt: PS STONEFIELD 1 0 Total Lamp Lumens +2.1 3.6 rplect SHOP AT sTONEFIELD Label Arrangement I LLF .8 +2.7 +8.3 XA bel elcTypa i I II G M M- 400 -M 4 T -AR- OW I M-1 In Avg/Min Max/Min GARAGE FLOOR lum 2a ca 110 11 10.81 4 90 E ES 23000 1000 HOTEL PARKING LOT & ROADWAY luminance F. 23000 1.000 GS 320 -MP -2F G MOD FOR 25OW Y,A-4 HOTEL S R UN 14000 F. G 150 -MP -2 2.6 XB SINGLE 11000 ITE Illuminance c 3.10 25.1 0. 1.000 N, . Lummaire Schedule A- re Opt: PS STONEFIELD 1 0 Total Lamp Lumens +2.1 3.6 Symbol Label Arrangement I LLF .8 +2.7 +8.3 XA 4 9 90 DEGR4SS 31500 .000 G M M- 400 -M 4 T -AR- OW -1 BACK-BACK 23000 1 .000 M- - •M - - G MOD 50 -2 4 90 E ES 23000 1000 AM -000- P• T -AR- D 250 - XA -3 NGL 23000 1.000 GS 320 -MP -2F G MOD FOR 25OW Y,A-4 SIN LE 14000 1.000 G 150 -MP -2 2.6 XB SINGLE 11000 1.000 DI ERA 600, D FOR 100. 3.7 G 14000 1.000 MO 150W P ILSE START .3 +1 9 S NGL 1050 1.00 +0.8 + == 3 +0.1 G 6200 1.00 8 -PT- 1 -10 - 2 -NB 0.7 - 0, 1 IN L 0 00 AF 26 RT6 1.0 + fl 1 N LE 65 1.00 L -STEPO - U -L- 2/ O -D 2 +2 .6 + 1 .NGL 1800 -D WSR 2SD7r MD X W2 SINGLE 3600 1.000 I MOD FOR 50W PMH COATED ■ 10.4 0 4 1 .4 1 .3 I i ■ 12,2 x 1 2 12.0 + *0 10. + + *0 *0 0:0. 9.6 1 + + 0 ■ 1 .9 1 1 14.11 11 .4 +3 g 1 ,6 + ■ + ■ .0 0 0,0 0.0 0.0 .0 .0 4: 5.6 10,3 g 2 + + ■ I 1 .5 2 6 1 + -_ + 11 11.8 9.4 4- i 0+ xl I ■ 0.9 X7.0 6.0 9 *0.0 *0.0 0 0 + . 0 +0 .0 +0.0 + h0 ' + . 9 �7. 01 + + 11 11 8.2 11110112.4 12.0 1 x0 + ■ ■ - - ~_ ppp 0 0.9 9.9 + 141+ 1 1+ 21.7 15.5 + 10.2 "+ I ' , 9.0 11.9"' 12.8 9.6 1.4.6 14.4 10 + I 1 16.5 8.3 +( v pppp�� .3 13, + + +0.0 +0.0 .0 .0 tPLIC 0 0 00 T f + + t.0- • +3 5 0 5. 9 + 0 9I 113.7 13.5 14 . � 4. 7 + 19 . + #Z + 1 BO .:6 ■ 5 0 + .0 + 6 i I 19.6 5 +� 6. 8 + +0.0 +0.0 ,0 +p.0 99 "X48" NT r + 2T 4" . AY + + ■ �0 ■ 8.;510 (,pi 9.$ 14.5 15x7 23.0 1g * + 4 7 + -'I 0 18.3 10.1 PULL BOX .l 3. 4 6 + .1 I I ■ ) L7o x0 + +0 .0 t. 0 I +0 .0 +0.0 t. 0 +0 \ 4 6 1 I 9 2.2 1. 9 + ■ ® 1 �\ . 21' AY 1 I 7.2 .4 19.3 l0.9 ■ I _L /�`' ■` . i • 'J I I .6 1 0 +0.9 +2.1 3.6 +8.8 0 8 .8 +2.7 +8.3 1 X1 t _ 10.7 +2.4 +8 .7 0 - + +0.5 1.2 2)Y _- 2.6 = 9 • 2. 0 +0.8 1. 3.7 + `, +2.0 +0 6 0. 6 .3 +1 9 +4.5 + +0.8 + == 3 +0.1 + +0.7 0.4 0.7 7 3 +1 ,1 11 1 0.7 - 0, + 0.1 .2 0 + .1 1.3 1.3 1.0 + +0 .3 .7 +1.3 + . 2 +2 .6 + = 0.9 +0.9 1.9 5.8 X 4.8 = 3 +1.1 +1.4 +3. 9 + +3.9 0. _ z +6. 4 - 3.4 0.8 1..0 +.2 - 1. + 5 2Y - DESIGNED BY- PROJECT. THE SHOPS A T STONEFI ELD SET REV. NO. TOWN CENTER ARB SUBMITTAL DRAWN BY AMENDMENT #1 CJH 2 -7 -2012 BLISS•FASMAN LIGH TING DESIGN TITLE: DRAWING NUMBER: TOWN CENTER FINAL SITE PLAN RESUBMI TTAL CJH 12 -14 -2011 ���,,,���/// REVIEWED BY: ENLARGED SITE PLAN TOWN CENTER FINAL SITE PLAN RESUBMI TTAL CJH 10 -13 -2011 7200 Wisconsin Avenue 0 Suite 400 0 Bethesda, MD 0 20814 23 LEONARD ST NEW YORK NEW YORK 1001 3 212 343 8400 Phone: 301.652.7400 0 Fax: 301.652.3588 SHEET NUMBER: ARB STONEFIELD TOWN CENTER SUBMITTAL CJH 7 -5 -2011 FILE NAME: SCALE: DATE: 1 "=20' 2 -14 -2011 L T- 6 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE NOMMMMMOMMMI SERVICES FROM - /w 1 I t • .. +0 . • �r • • +0 1 -- Ir o G f ______ SERVICE �7 • __ 2 7 +2 .7 +0.8 0.4 0.2 + . - - - -- +0.0 1 1 �W- + - / x -1 I i I .0 2 1.4 0.8 0.4 0.2 .1 - + 1 +0 9 9 2. + '== -i -- + + + _ _- _ ±15 1.2 + 1. +2 '5� 1.4 _ -0-8- 8 7 -0-9 .3-- 7- 4­9-+1- 1--I- -A.8- -2- i-6 -2-7 4.0 .4 4 0 1.8 1.1 +0.7 0.4 10.5 0.8 - �--- 0.5 - 6 0. 1.5 3 1.3 0.8 0.7 0. 1. 1.2 1.0 0 9 0.6 0.3 0.4 0.6 0. 0. 0.7 0. 0.6 0.7 1.1 1.6 1.9� 6 1.3 0.9 0.6 0.4 0.3 0.4 0.6 ,marnmav � � 1 1 - _. • ip■w■■esrl ••noiwr■rl 1/5 0.5 0.5 6 1.1 0.5 0.4 0. 0 3� 0.4 0.3 0. 0.3 0. 0:1 0.2 0.2 .2 0 0.2 0.2 0.3 0.4 0.6 0.8 0.9 0.7 0 0.3 0.2 0.2 0.2 0.3 0.5 _ --___" ■ ■. ■�ml NOTES: ___ � \ :+s � X0.2 ::•r :� • - == y= +0. • nnmar ■rma■mar ♦ � • � � � � 1 1 �/ ' 1 1. ■:711: iiii■ ■man ■ ■ ■ ■ ■ ■ ■Imap, ■ ■■ ■■mama 2 - 0 .3 0 _ 2 1. ALL XA, XB AND XH FIXTURES SHALL HAVE BRONZE FINISH 2 . ��- 0 0. 4 0.2 0. 0.1 0.1 0.1 0.0 1 0.1 0. 1 0.1 0. 1 0.1 0.1 0 0.2 0.2 0.3 0.3 0.2 0.1 0. 1 --- 0.1 - 0. 1 - - 0. 1 - 0.2 -- - �1 G • ' ,/ 1 • . � 'nir.rn■urw■npnr mama :: � f �• ' r /• �rcun■oururn■■■om■u L�pjpp : : : : : :aO :i :iiA•ni ■umal + + 2. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP + '2 + + + + + + + + + x x x + + + +n + 1+0.1 + + 0.5 0.-` 0.1 5.4 .6 .4 0.9 0.3 .1 0. 0 0k0 +0.0 0. 0 a 0.0 .0 0.0 0.1 .1 0. l 0.0 +0.0 +0.0 0.1 0.1 0.1 THAT EMITS 3,000 OR MORE LUMENS SHALL BE A FULL © - CUT -OFF LUMINAIRE. THE SPILLOVER OF LIGHTING FROM - X x x I + + + + LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN THE + + + + + + + + + + + + + + + + + + x + x + +0.0 + *0. + + + 8.5 3.5 113 0 5 1 0.0 RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS 3.2 8.7 3.0 1.0 0.4 .2 ++0. 0;0 0. 0.0 0 0 . o a .0 0.0 0. 0. o xo . 0 o Q, x o<. x x x 0.0 0 0.0 0.0 +0.0 +o . o I1 SHALL NOT EXCEED ONE -HALF FOOT CANDLE. + + + + + + + + +0.0 +0.0 + +0.0 + +0.0 + + +0.0 + + +0.0 + + . 0 +2 .8 1: 1 1. 0 +0 . 2 U. • 3. AUTOMATIC DEVICES SHALL BE USED TO EXTINGUISH + • 4 5.5 2 . 8 1. 1 0.5 0 0.0 0 . 0.0 +0. 0 +0 . 0. 0 +0. 0 0.0 0.0 0. 0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 I EXTERIOR BUILDING ILLUMINATION BETWEEN 11:00 P.M. p AND DAWN. BUILDING LIGHTING SHALL NOT BE MODIFIED W 2 1.0 1. 1 0.4 + .1 5.1 +2.5 1.2 +0.5 +0.2 10. +0.0 10.0 + . 0 +0.0 +0.0 +n n IL TO REFLECT SEASONAL COLORS. T. O _ 4. ALL CALCULATIONS HAVE BEEN RUN AT INITIAL Q� X +0 . 1. 6 +2.4 +3� + +0.8 ILLUMINANCE (LIGHT LOSS FACTOR OF 1.0.) + .1 6.0 2 . 9 1.2 +0.5 + +0 . +0. 0 +0.0 0 0 +0. 0 +0. 0 o = I + + + + + + + + + + 0. 2.0 5. 14.5 ° 1.3 2.5 1.1 0.4 0. 0.0 0.0 0 0 0.0 0.0 0.0 I 0 X 1.0 +.3 1.7 5.0 11 ".3 .4 + 31,916 + 4 0.9 .9 .1 2. 0.7 255 W = _ + . 9 1 .2 1 .3 211. _-f . 6 3 I+2 . 6 1.0 10.9 0. +0. NO. I SHEET REVISION I BY I DA TE I NO. ° + +0 . +0. 0 +0. 0 0 +0.0 +a . 0 XA -3 +2.3 8.5 2.8 0.9 0.3 0.1 0. +0. + + 0 +0.0 0.0 +0.0 GAS + . 9 4.3 1 0.8 +0.3 0.1 0 . / +0 . • �r • • +0 1 1 • Ir o G f 1 SERVICE �7 • + 2 7 +2 .7 +0.8 0.4 0.2 + . 1 �'` 1 r � +0.0 1 1 • f. � x i I .0 2 1.4 0.8 0.4 0.2 .1 (�) x 0 0. 0.0 .0 0.0 0.0 ,marnmav � � 1 1 ��� • ip■w■■esrl ••noiwr■rl 1/5 ST \_ C j� /� if Iiii : :unuv my ■ ill , rum :c, ■■■ ■ ■. ■�ml � \ :+s � ■uv•macao iii�p■i: ::•r :� • • nnmar ■rma■mar ♦ � • � � � � 1 1 �/ ' 1 1. ■:711: iiii■ ■man ■ ■ ■ ■ ■ ■ ■Imap, ■ ■■ ■■mama / �%� ,ur,m ■■Ie�r ■r■ mamanmv� ' �1 G • ' ,/ 1 • . � 'nir.rn■urw■npnr mama :: � f �• ' r /• �rcun■oururn■■■om■u L�pjpp : : : : : :aO :i :iiA•ni ■umal ' • iliii :i��ou•: : : :i ` � I:�i 1eu7 r Iwm ■r soon a mmun, /1 ■r■ ■• � _ 1 - �, ♦ � • , , .u••m.■■r■.■.r■u■■■■r■uu■IIr17 ■ ■on /■■rmrrY■. rma■nma rmnn■r. „'mama ■rrrmau ■uor■ou■■■rui ■1111■ ■.71.17■■■■■■■■■ � ~ ■r■r•:1r1■wlmauma•or.maul :in�■•r•r ■ ■ ■ man■• mama ■r ■ ■u ■■ur :i rr:ii mazer ■■r■■■■■■■ 1 ■1r ■ ■■1 ° r ■n• imam' ■mar \� ■ :I Imau uu1 �r'r•rl r�llvl ' r• � rii■ : : :i°u •m vlmprnlpmr ■11 : : : : :i�ir ■1 ■mama•ma1n1 : : : : :in• : : : : : :: 1■■•• 11 ■0 ■r ■ ■v vvwrr vv■�,• / � , 1• i1 ■niri■ ■■u■on1 .man Emilell- .. ■1 ■ ■■rmav° :ice ■ :in:::7 ■11 ■I 1 • Z ! 1 �a ! . r • 1 _ I / , �. , . +.1 + . 4/ +3.9 i Ir, r �I � l , If NO. I SHEET REVISION I BY I DA TE I NO. ° + +0 . +0. 0 +0. 0 0 +0.0 +a . 0 XA -3 +2.3 8.5 2.8 0.9 0.3 0.1 0. +0. + + 0 +0.0 0.0 +0.0 GAS + . 9 4.3 1 0.8 +0.3 0.1 0 . CJH +0 . + . 0 +0 .0 +0.0 +0.0 SERVICE + 2 7 +2 .7 +0.8 0.4 0.2 + . 1 +0 . x 0 +0.0 0 +0.0 +0.0 x V .0 2 1.4 0.8 0.4 0.2 .1 (�) x 0 0. 0.0 .0 0.0 0.0 + + I + 0 2. 7 0.8 0.4 0.2 l 0. +0. .0 0.0 .0 0.0 0.0 3 2 . 1 0.9 +0.4 0.2 + . l +0. +0.0 +0.0 .0 +0.0 +0.0 - x p 9 1.1 +0.4 +"-2+ +0 . x +0 +0 I +0.0 .0 +0. + 1 5 9 . + 1.0 +0.4 +T.-r---+C 10. x 0.0 +0 0 +0.0 .0 +0. 0 + . 0 PROPOSED TRANSFORMER TF- C2C2 -2 +2.2 + i.o 0.4 0.l 1 +0 +0. +0.0 .0 +o.o +.o R LE SERVICE LOCATION? .0 8.0 3.1 1.2 0.:4 0.2 .1 0. 0. I0.0 .0 0. 0.0 > . 6 5.1 +2. 6 1.2 0.5 0.2 + . 1 +0. +0.0 X +o . 0 + .0 .0 +0 0. 0 x + .5 4.3 +2.7 +1.2 0. 6 +0.2 + . 1 +0. .0 +0.0 .0 .0 + . o. 0 _ _+ + + + + + + a+ *0 x t + + .8 5.9 3.0 1.3 0.5 0.2 C� .l . 0 0.0 0 +0.0 + + + + O+ x + + o VJ + 10.8. 3.5 1.2 0.4 0.2 � .1 +0. 0.0 0.0 0.0 .0 0.0 Of x x 10.4 2.9 1.0 0.4 +0.1 + . 1 +0. x + .0 +0.0 I +0.0 00 +0.0 XA -3 x +_ + i . 2 0.4 0 . l .1 +0 *0. o +0.0 +0.0 rn 10. o $ . 0 x X W + - . U__ + + + 2.5 -_ 1.2 0.4 +0 ,A .0 0.0 0.0 0.0 0.0 A -4 X _ t X -4 5 . _ o o� o . +0 +o o + +0 . o . o +0.0 *0. o - p W 1 1.6 3.3 4.3 4.2 3.8 3.6 3.0 1.8 0.9 2.2 2.3 1.5 0.6 0.3 0.1 0.0 +00 0 0.0 0.0 O � + + + ,p + + + 2 .1 4 .. 8 - 6- 9.1 � 6.8 - 1 .7 8�- 1• . o - - 0 . -9. 4 0.2 0.1 +0.0 B I 0 . o ).0 0.0 0.0 + + + + + + + + + + + + + + + -�, 4.7 9. 11.1 10. 6 11.1 8. 3. 1.0 0.6 .4 0. 0. 0.1 0.1 +a.0 +0. 0. +0.0 .0 +0.0 +0.0 �? -4 + sr - + + + - t `_ + + + + +�1 +o + + *0 + 11 0 1 11 0 6. 1. 0. 0.1 0.1 0.0 0. .0 0.0 I0.0 0 0.0 9.8 9.9 1 10.8 8.1 0.2 0.1 0.1 +0.0 0. 0..0 0.0 .0 0.0 0.0 9.9 9..9 1 11.0 8.8 0.7 0.3 0.1 0.1 0. 0.0 0.0 0.0 0 0.0 0.0 XA -2 8 .3 1 . 9 10.5 13.4 12 .7 10.2 12 .3 9.5 �7 . 3 .2 6. 8 5.0 +2.7 1.0 + + +0. 0 +0 0 +0.0 0 +0.0 0 5.1 9.9 11.1 10.2 10.5 12.2 12.1 11.5 11.7 11.3 11.1 10.5 +7.0 2.9 0. +0.0 0.0 .0 0.0 0.0 + + + + + + + + + + + + + + + + + 2.2 5.2 8.5 10.1 10.2 9.7 10.9 12.6 10.2 11.0 10.7 9.9 10.7 5.7 1.7 0.4 0. 0. 0.0 .0 0. 0.0 0.0 AMENDMENT #1 TOWN CENTER FINAL SITE PLAN RESUBMI TTAL TOWN CENTER FINAL SITE PLAN RESUBMITTAL ARB STONEFIELO TOWN CENTER SUBMITTAL SHEET REVISION CJH 2 -7 -2012 CJH 12 -14 -2011 CJH 10 -13 -2011 CJH 7 -5 -2011 BY DATE EDENS&AVANT 7200 Wisconsin Avenue 0 Suite 400 0 Bethesda, MD 0 20814 Phone: 301.652.7400 0 Fax: 301.652.3588 DESIGNED BY- DRAWN DRAWN BY: BLISS•FASMAN � J LIGHTING DESIGN �� REVIEWED BY. 23 LEONARD ST NEW YORK NEW YORK 100113 212 343 8400 PROJECT. • THE SHOPS A T STONEFIELD SET REV. NO. TOWN CENTER ARB SUBMITTAL A WING NUMBER: TI TL E: ENLARGED SITE PLAN SHEET NUMBER: FILE NAME: SCALE: DATE: 1 "=20' 2 -14 -2011 L T- 7 1 �J�J 1.' I MAIL BOXES I I TI I J PRO DV 0 ED CO3 SWITCH #5 IS _ - _ _ I I` L I I ID I I VP ANyOLE 10 ! 3_10L00p / / I ! 1 •:, ,,:.....3..:: TAN 0 M R ............ :.:..,, L_ J CHAIN I ! I ! :. ! ! ! I ! ! I ! ! I I I fy. , ! : I I ( I i I I I ! EXISTING 10 TRANSFORMER I 0 °X48" N PU LL BO # 7 3'X5' CO CAST SPLICEBFIX # -LIN I I : RA S FOR R .. ! E I I I ..... - J o 6 12' ENrURY ANLEf# 7 I I . ..... .......... 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I3. • b. 3.s isa 3.4 'n�o.z � Is.S 3.] i S.6 b.i ) 1 ' 1.0 1.2 b.8 .9 $.1 .0 I. b.B $.9 $,2 .1 t. t � I, •3.0 .0 .0 t.0 a t. • t, Sz.c 11.9 s��p 12.1 Il, ■ ba ---,- �2 I2.0 I2. �.9 RADStl �0 b 3.s 16.8 10.7 10.7 pp 5.6X YY i.D 4.3 $ b.9 1.e i. $.9 $ 4 $ 2 1 t. • t. t.0 D .0 t.0 .0 t.D t.0 t. t.0 t.0 b.0 t I, . , h., 1 1] L1 6[. 6.9 1.1 .3 9 1.1 b.4 t. • t.O .0 b.0 .0 ro -'`I L e hoI NOTES: 2. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP 3. AUTOMATIC DEVICES SHALL BE USED TO EXTINGUISH Calculation Summary mF Ba•Da THAT EMITS 3,000 OR. MORE LUIVDENS SHALL BE A FULL EXTERIOR BUILDING ILLUMINATION BETWEEN 11:00 P.M. Pro;ect SHOPS ATSTONEFIELD Labe alc Unfits Avg Max Min Avg /Min M IN Mazo - Rzsow 1. ALL XA XB AND XH FIXTURES SHALL HAVE BRONZE 6 CUT -OFF LUMINAIRE. THE SPILLOVER OF LIGHTING FROM AND DAWN. BUILDING LIGHTING SHALL NOT BE MODIFIED ype GARAGE FLOOR luminance Fe 11.31 m 11.1 2.3 3.es s.az FINISH LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN THE TO REFLECT SEASONAL COLORS. HOTELPARROUND T &ROADWAY Illuminance HOTEL SURROUND Illuminance FD 4.47. Fc 3.92 17,1 u.G N.A. N.A. 27.3 0.0 N.A. N.A. SINGLE 'I s - RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SITE FD 3. ii 25. 0.0 ; ,IN rS SHALL NOT EXCEED ONE -HALF FOOT CANDLE. 4. ALL CALCULATIONS HAVE BEEN RUN AT INITIAL XGW2 SIINGL GL GI 0 --e z ti mD OD FOR 50 CD ILLUMINANCE (LIGHT LOSS FACTOR OF 1.0.) THE SHOPS A T STONEFIELD TOWN CENTER ARB SUBMITTAL AMENDMENT #1 CJH 2 -7 -2012 EDENS NT DRAWN BY: BLISS•FASMAN 0 LIGHTING DESIGN TITLE: DRAWING NUMBER: TOWN TOWN CENTER CENTER FINAL FINAL SITE PLAN RESUBMITTAL SITE PLAN RESUBMITTAL CJH CJH 12 -14 -2011 10 -13 -2011 7200 Wisconsin Avenue 0 Suite 400 0 Bethesda, MD 0 20814 23 LEONARD ST NEW YORK NEW YORK 10013 REVIEWED BY: ENLARGED SITE PLAN 212 343 8400 ARB STONEFIELD TOWN CENTER SUBMITTAL CJH 7 -5 -2011 Phone: 301.652.7400 0 Fax: 301.652.3588 SHEET NUMBER: FILE NAME: SCALE: DATE: 1 `20 2 -14 -2011 L T -8 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY 71- DATE NO. I SHEET REVISION I BY I DATE I NO. AMENDMENT #1 TOWN CENTER FINAL SITE PLAN RESUBMITTAL TOWN CENTER FINAL SITE PLAN RESUBMITTAL ARB STONEFIELD TOWN CENTER SUBMITTAL SHEET REVISION CJH 2 -7 -2012 CJH 12 -14 -2011 CJH 10 -13 -2011 CJH 7 -5 -2011 BY DATE NOTES: 2. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP 3. AUTOMATIC DEVICES SHALL BE USED TO EXTINGUISH THAT EMITS 3,000 OR MORE LUMENS SHALL BE A FULL EXTERIOR BUILDING ILLUMINATION BETWEEN 11:00 P.M. 1. ALL XA, XB AND XH FIXTURES SHALL HAVE BRONZE CUT -OFF LUMINAIRE. THE SPILLOVER OF LIGHTING FROM AND DAWN. BUILDING LIGHTING SHALL NOT BE MODIFIED FINISH LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN THE TO REFLECT SEASONAL COLORS. RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE -HALF FOOT CANDLE. 4. ALL CALCULATIONS HAVE BEEN RUN AT INITIAL ILLUMINANCE (LIGHT LOSS FACTOR OF 1.0.) DESIGNED BY: PROJECT. THE SHOPS A T STONEFIELD SET REV. NO. TOWN CENTER ARB SUBMITTAL DRAWN BY.• EDENS&AVANT BLISS•FASMAN 0 LIGHTING DESIGN DRAWING NUMBER: TI TLE REVIEWED BY� ENLARGED SITE PLAN 7200 Wisconsin Avenue 0 Suite 400 0 Bethesda, MD 0 20814 23 LEONARD ST NEW YORK NEW YORK 10013 212 343 8400 Phone: 301.652.7400 0 Fax: 301.652.3588 SHEET NUMBER: FILE NAME: SCALE: DATE: I"_20' 2 -14 -2011 LT-9 /A-4 _2.7 4.0 .8 8.1 8.3 8.0 .0 5.3 3.4 1.9 1.2 3 2 2 3.8 .7 4 8.2 8.5 8. 6. -^F` 1 3.3 2.2 2.0 2.3 0. 0.1 + + + '6 + '3 'l +1 + + + + + + + _ + + + + + + - .8 2.3 3.2 4.8 .8 8.2 X7.7 .4 4.7 .0 .7 . 1.9 3.3 5.1 6.8 8.0 8.4 X7.8 _ 3.0 2.2 3.1 1. 0.5 0.2 1 '8 + + +1 + + + '8 + _ + + + + + 3.6 T . 8 1 .3 5.7 3.8 3 4 .5 2.4 4.1 6. 7.5 2 .3 8.0 7. 7 3.8 2.9 5.0 4 0 2.3 0. 0.1 0 3.6 5.0 6. 6 9 .2 6.9 5.5 3.5 .3 .4 3.7 5.7 7. 7.1 .6 6.5 6.6 7.1 9 5.5 4.0 2 3 2.1 0.4 0.1 A -4 + + + + + + + + + + + + + + + + 6.4 6.9 6.6 6.0 6.6 6.8 3.6 5.1 6.8 6.5 6.1 6.9 7.2 6.8 6.7 5.1 1. 0.5 0.1 1 + + + '7 + + + + + + + + + + + + + '3 + + + 6. 6.0 6.7 RflN 4 9.0 .2 6.0 X7.0 6.3 4 4.7 6.3 X7.0 6.0 X7.3 9.3 9.7 9.1 9 7.0 5.9 .7 1.6 0.4 0.l 0 Q OVERH G 6.3 p 6.9 6 0 ' 9.6 8.2 9. 8.9 6.5 6.6 6.9 5.5 6 9 6.7 6.4 8.8 9.0 7. 9 6.1 6.7 6.1 3.7 0.8 0.3 0.1 _ uJ - O _ . 3 +6.7 p 6. 9 +6. 1 97 . 1 8 . 9.3 +6. 6 6.5 �7 0 6 6. 9 +6. 6 6.5 +9. 0 8 . 67 . 9 0 +6. 7 +6.1 +3. 6 +0. +0 .2 +0.1 - NOTES: IL 1 ALL XA XB AND XH FIXTURES SHALL HAVE BRONZE 1 6.5 .0 5.9 \��J 9.6 +9.2 8.2 6.2 6.7 6.7 5.1f 6.5 6.9 3.3 4.4 X7.7 9.6 9. M +� 1.8 1.5 1. 6 6.1 + 4. _-: 5.2 6 3.8 5 5.5 6.9 t 6.2 6.3 �J . 2 �7 . 7 0 + t _ ' FINISH 3 .9 6.9 5.8 3.4 _ 1. 0.5 0.1 I I 2. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP 5.7 + 3.3 4.4 X7.4 I + I �7. J +� 1.8 1.5 1. 6 I +5. I 8 + 4. _-: 5.2 6 3.8 3.1 3. 4:4' .7 t 7 1. 1.4 - _ TO REFLECT SEASONAL COLORS. 0.1 0.1 0.0 - =� 6.4 6.8 5.1 0.2 3� 0.3 0.3 8 2.7 �+ 0.6 1.0 �+ 1.9 =' �' .2 THAT EMITS 3,000 OR MORE LUMENS SHALL BE A FULL 3 6.9 6.3 + +0 . 8.2 1 6.6 + 9 6.9 +0.3 1 a -4 ARB STONEFIELD TOWN CENTER SUBMITTAL +0. _= 4. ALL CALCULATIONS HAVE BEEN RUN AT INITIAL I +0 .0 .0 +0.0 +0.0 DATE: 2 -14 -2011 NO. +0.9 BY DATE NO. SHEET REVISION 3. DATE + . 9 0.8 0.2 +o.-. CUT -OFF LUMINAIRE. THE SPILLOVER OF LIGHTING FROM 0.1 I W 0 0.0 a- 0� 0 . 0 "- _ o + + ILLUMINANCE (LIGHT LOSS FACTOR OF 1.0.) 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(T 0. . . 0 011 0. 0 . 0. 0. 2 0. 0 (3r. 0. 0 k + 1.0 + + 0.4 ,�+ 0. + 0.0 + 0. + 0.0 + 0 0.0 k +0.0 + + 0. 0.0 + 0.0 + Q. + x + x + + +0.0 + 0.0 +0.0 +0.0 + 0.0 + 0.0 + 0.0 +0.0 + 0.0 + 0.0 + 0.0 + 0. + 0. + 0.0 0.0 + 0 0 0.0 + 0. + 0.0 + + 0.0 +0.0 0 + 0.0 + k + 0.1 + 'k` 0.1 + '`+ + '` + + + + + + .2 .0 .0 k+0.0 x .0 0.1 1 0.1 0.0 0 0. 0.0 0.0 0.0 0.0 0.0 k x x x X0.0 1.1 0.5 F� + 0 + 0.0 + 0. + 0.0 + + + + +• + + + + + + + + + + + + + 0.0 0. 0.0 0.0 0.0 0.0 .0 0.0 0 0.0 0.0 0.0 0.0 0.0 +0.0 0.0 0.0 0.0 +0.0 0.0 0.0 DESIGNED BY PROJECT: THE SHOPS A T STONEFI ELD TOWN CENTER ARB SUBMITTAL p W O 1.2 0.5 0.2 +0. +0.0 +0.0 .0 +0.0 +0.0 + 1.2 +0.5 + IL +0. +0.0 +0.0 .0 .0 +0.0 +0.0 CJH CJH 2 -7 -2012 12 -14 -2011 1.1 0 .4 + . + +0 . +0. 0 0.0 +0.0 +0. 0 '+0.0 +0.0 SHEET NUMBER: L T -10h nn '0.9 +0.3 0.1 ---"0-.- ARB STONEFIELD TOWN CENTER SUBMITTAL +0. 7 -5 -2011 t.0 I +0 .0 .0 +0.0 +0.0 DATE: 2 -14 -2011 NO. +0.9 BY DATE NO. SHEET REVISION +0. DATE + +0 +o.-. 0 .3 0.1 0 0.0 a- 0� 0 . 0 "- 0 .8 0.3 0.1 0 . +0. + 0 I +0 .0 +0.0 +0.0 +0.8 +0.4 +0.2 + .1 +0. x 0 +0.0 .0 +0.0 0.0 x 0.8 0. 4 0.2 + . 1 ® x 0 +0. +0.0 .0 +0.0 +0.0 7200 Wisconsin Avenue 0 Suite 400 0 Bethesda, MO 0 20814 Phone: 301.652.7400 0 Fax: 301.652.3588 DESIGNED BY PROJECT: THE SHOPS A T STONEFI ELD TOWN CENTER ARB SUBMITTAL SET REV. NO. DRAWN BY. BLISS•FASMAN 0 LIGHTING DESIGN 23 LEONARD ST NEW YORK NEW YORK 10013 212 343 8400 DRAWING NUMBER: AMENDMENT #1 TOWN CENTER FINAL SITE PLAN RESUBMI TTAL CJH CJH 2 -7 -2012 12 -14 -2011 TITLE: ENLARGED SITE PLAN REVIEWED BY. TOWN CENTER FINAL SITE PLAN RESUBMI TTAL CJH 10 -13 -2011 SHEET NUMBER: L T -10h nn ARB STONEFIELD TOWN CENTER SUBMITTAL CJH 7 -5 -2011 FILE NAME. SCALE: 1 "= 2 0' DATE: 2 -14 -2011 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE FNO. n 5 2 + +10.0 4.0 NOTES: 1. ALL XA, XB AND XH FIXTURES SHALL HAVE BRONZE FINISH 2. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE LUMENS SHALL BE A FULL CUT -OFF LUMINAIRE. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN THE RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE -HALF FOOT CANDLE. 3. AUTOMATIC DEVICES SHALL BE USED TO EXTINGUISH EXTERIOR BUILDING ILLUMINATION BETWEEN 11:00 P.M. AND DAWN. BUILDING LIGHTING SHALL NOT BE MODIFIED TO REFLECT SEASONAL COLORS. 4. ALL CALCULATIONS HAVE BEEN RUN AT INITIAL ILLUMINANCE (LIGHT LOSS FACTOR OF 1.0.) 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Q_ 15..0_ 13... 2_. 8. 1.__ 3,9- __l-.9__1.l__®.6__tt4__ -0.4__ .2 0.2 � 0.2 1 0. +0.0 +0.0 0.0 0 +0 2 0.2 0.2 0.3 0.3 0.2 0.3 0.6 1.0 1. 1.9 1.'6 1 2_ 8 0.5 -F 0.3 .2 0.1 0.1 0.1 0.2 0.3 0.5 0.9 ♦ 1.3 .4 4.4 6.9 A_ 3.7 2.0 0.2 0.2 0.4 0��l 2.5 4.�68 X7 .1 3.6 1.9 X1.0 0.6 0.3 0.2 0.1 0.1 1 0.1 0.1 0.1 .0 0.0 t.0 +0.0 W, _ t. 0.1 1 0.1 0.1 0. 0.5 0.6 .9 1.0 0.9 0.6 0.4 .2 0. 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.5 0.8 1. 1.8 2.3 .1 1 -6 0.7 0. 0.2 0.1 0 2 0.4 0.8 .2 1.8 1. © .6 0.1 +0.0 0.0 .0 0_0 0.0 -1.0 0.0 t.0 0. t.0 +0.0 t.0 x x x x x x x x I \ i + + + + + + + + + + + + + 10-0 10.0 10.0 10.0 +0.0 10.1 + 10.2 + +0.7 + +1.2 + + +0. + + + + + .0 0 x 0 ON +0. 0 .1 0 . 0.2 0 . x 0 '� Gr. 0 .0 0.1 0.4 1 .0 1.3 1.0 .7 0 0. 0 .7 + 1.2 0 0.3 0 . +0 t.0 0 . ` +0, 0 +0 +0 .0- +0 .0- - +0 .0 - t . 0 . 0 +0 .0 +0.0 +0 .0 X 'S: X �- + *0 + + X + + + X + + + V+ + ` 'k"+ + + + + + + + + + + + + + + + + + + + + + + + x x x+ + + + + +0.0 +' + 0. .0 0.0 0.0 0 0.0 .0 0.1 0.1 0.1 1 0.1 0.0 .0 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.4 0.4 0.4 0.4 0.3 0.2 0.1 +0.0 .0 0.0 .0 0.1 0. 3 0.4 0.4 Ox Ox x 0'rl 10 0.0 .0 +0.0 0.0 +0.0 0.0 .0 +0.0 +0.0 +0.0 +0.0 0.0 0.0 O REVISION AMENDMENT #1 TOWN CENTER FINAL SITE PLAN RESUBMITTAL TOWN CENTER FINAL SITE PLAN RESUBMITTAL ARB STONEFIELD TOWN CENTER SUBMITTAL BY DATE NO. SHEET REVISION CJH 2 -7 -2012 CJH 12 -14 -2011 CJH 10 -13 -2011 CJH 7 -5 -2011 13 Y DATE 000 � INTERCOM i I I I C � El I 1 r / EDENS&AVANT 7200 Wisconsin Avenue 0 Suite 400 0 Bethesda, MD 0 20814 Phone: 301.652.7400 0 Fax: 301.652.3588 DESIGNED BY.• DRAWN BY BLISS - FASMAN 0 LIGHTING DESIGN ,,,,, REVIEWED BY 2 3 LEONARD ST NEW YORK NEW YORK 1 0 0 1 3 2 1 2 343 8400 PROJECT. THE SHOPS A T STONEFIELD TOWN CENTER ARB SUBMI TTAL TI TL E. ENLARGED SITE PLAN FILE NAME: SCALE: DATE: 0' 2 -14 -2011 SET REV. NO. RA WING NUMBER: SHEET NUMBER: L T -11_ N101 SHOPS AT STONEFIELD Fixture Manufacturer/ Description Catalog Number Lamp Wattage Color Type 3-1i2 19-1/4' 21314 " c or " 279,"1 �r an B,.m 112man .1 illBeere �_ 11 or 406aaam Gal 111 IT 4 !T' 0" On 14" 18-3/4" or 388ram COOPER LIGHTING/McGRAW EDISON: None Irm, cop used on GOM -1, 1000W In a evert y ­,­ opfti n.tv WATTAGE TABLE 2.8 Watt/Lin. Ft. Fixture I,­pTyp;_ W—rus GSS (G.Ilano S-11) Exterior pole fixture 27'-6" feet in height. GSM-AIR-350-MP-277-3S-FG-I3Z-F- Metal Halide: ---------- Metal H.li& (IVH) 175W XA Pole mounted on 2'-6" pier. Four MA1024XX (Fixture Head) CDM3501V/O/PS/4K/ALTO (Philips) 350 Watt Bronze ifixture heads. Bronze finish. 20W High P,­r- S.d,­ (HPS) 250,4DO, 750, 100OW 20 Watt Metal H,11A (1 250, 'uno, resew ................ COOPER LIGHTING/McGRAW EDISON: 692-WP-T5C/1/22-277V-SM-ST Compact Fluorescent: F39BX/SPX30R5 ------ FOUR 608 AN CH Oil PC, E: se ,r9 s n XA-1 Exterior pole fixture 17'-6" feet in height. GSM-AIR-250-MP-277-AR-FG-BZ-F- Metal Halide: MS250/BU/PS (Philips) 250 Watt Bronze YB Pole mounted on 2'-6" pier, Two fixture MA1024XX (Fixture Head) 3000K G.E. 17 Watt �'t Drcm`a,'ind n a heads. Bronze finish. Compact Fluorescent: PL- 32 Watt 2400 Natural Aluminum XL COOPER LIGHTING/McGRAW EDISON: 101-FT-32TRF-NP-277V T32W/830/4P/ALTO Philips Lumens Paint XA-2 Exterior pole fixture 17 6' feet in height, GSM-AIR-250-MP-277-AR-FG-BZ-F- Metal Halide: MS250/BU/PS (Philips) 250 Watt Bronze Pole mounted on 2-13" pier. Four MA1024XX (Fixture Head) Compact Fluorescent: (2)PL-C Natural Aluminum .fixture heads. Bronze finish. 101 EMC-FT-226QF-NP-277V (2)26 Watt G=Galva ized B COOPER LIGHTING/McGRAW EDISON: SURF-C-N-W-5D2 26W/830/4P/ALTO 3K Philips 15 Watts Paint XA-3 Exterior pole fixture 18'-0" feet in GSM-AIR-250-MP-277-2F-FG-BZ-F- Metal Halide: MS250/BU/PS (Philips) 250 Watt Bronze Y=Bl.k height, Single fixture head. No Base. MA1024XX (Fixture Head) Metal Halide: (2)CDM35/Par (2)35 Waitt Platinum Silver XM Bronze finish. : SP 30L/M/SP/3K/ALTO (Dir./Ind.) Philips 2200 Lumens City Silver COOPER LIGHTING/McGRAW EDISON: AFV-26TRT-6AR-X-MVOLT-X & GVRT-6- Metal Halide: CDM35/Par 35 Watt 2200 XN Exterior pole fixture 12'-0" feet in GSS-AIR-150-MP-277-2S-FG-BZ-F- Metal Halide: MHC150/U/M/3K/ALTO 150 Watt Bronze XA-4 height. Single fixture head. No Base. MA1024XX (Fixture Head) (Philips) Lumens 1Bronze finish. 714 -2-Iv1H39PAR20-277V-CS-MHP3035- Metal Halide: (2)CDM35/Par (2)35 Watt Light Bronze Paint XP SELUX: Exterior pole fixture @ 12 feet in DICERA BASYS 600-DSC6-R3-H15OT6-BZ Metal Halide: CDM Elite 100/T6/930 4 Watt City Silver XB height. Single fixture head. Bronze finish. VOLT-SM1698B, Pole: AT535-12-BZ-BC3 (Philips Mastercolor) 100 Watt Bronze XB-1 DELETED ------------ - Compact Fluorescent: F39BX/SPX30RS XQ WINONA: Exterior building mounted P1-SIW-148T8&136T8-277V-SIS8L­ Fluorescent: F32T8 & F25T8/SPX30/ECO 32 Watt &25Watt Natural Copper XC-1 continuous fluorescent uptight SIS8R-SIS81-SGW-Ceiling Mounted -STD 3000K G.E. 2950 & 2150 Lumens White XR WINONA: Exterior grade mounted SB2L-SB21-SB2R-SSW-148T8-136T8 & Fluorescent: F32T8 & F2ST8/SPX30/ECO 32 Watt & 25 Watt XC-3 continuous fluorescent uptight 296T8-120V-P1-SGW-X-STD 3000K G.E. 2950 & 2150 Lumens Bronze Option 1 WINONA: Exterior canopy mounted PI-SIW-148T8 & 136T8-SISSL-SIS8R- Fluorescent: F32T8 & F25T8/SPX30/ECO 32 Watt & 25 Watt XC-4 continuous fluorescent uptight SIS8I-277V-SGW-Canapy Mounted-STD 3000K G,E. 2950 & 2150 Lumens White WINONA: Exterior wall mounted P1-S[W-148T8 & 1.36T8--277V-SICUL- Fluorescent: F32T8 & F25T8/SPX30/ECO 32 Watt & 25 Watt Silver Metallic XC_5 . continuous fluorescent uptight SICUI-SICUR-SGW-Wall Mounted -STD . 3000K G.E. . 2950 & 2150 Lumensl White NOTES: 1. ALL XA, XB AND XH FIXTURES SHALL HAVE BRONZE FINISH. 2. EACH OUTDOOR LUMINAIRE EQUIPPED WiTH A LAMP THAT EMITS 3,000 OR MORE LUMENS SHALL BE A FULL CUT-OFF LUMINAIRE. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN THE RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF FOOT CANDLE. 3. AUTOMATIC DEVICES SHALL BE USED TO EXTINGUISH EXTERIOR BUILDING ILLUMINATION BETWEEN 11:00 P.M. AND DAWN. BUILDING LIGHTING SHALL NOT BE MODIFIED TO REFLECT SEASONAL COLORS. 4. ALL CALCULATIONS HAVE BEEN RUN AT INITIAL ILLUMINANCE (LIGHT LOSS FACTOR OF 1.0.) BLISS.FASMAN LIGHTING DESjON 30 August 2011 The Shops at Stonefield - Site Lighting XA DATE PROJECT TYPE McGraw Edison CDM350/V/O/PS/4K/ALT0 (Philips) MANUFACTURER LAMP 350 WATT METAL HALIDE LAMP SHALL Fou r fixture h eads BE VERTICALLY MOUNTED WITH FLAT LENS ASSEMBLY, AREA ROUND OPTICS. a McGRAW"Illf-EDISONO 411P�a,.„Icll DESCRIPTION Galleria's beauty and versatility make it an excellent choice for roadway and general area applications. An aesthetic reveal in the formed a y altumin.ri housing gives The Gallcria a distinctive look while a variety of mounting options and lamp wattages provide maximum flexibility. Galleria's superior light distributions makes it the optimum choice for almost any small, medium or large area lighting application. Lit SPECIFICATION FEATURES Construction Optical plugs and are field rotatable in 90- R -1T TT HOUSING; Formed aluminum REFLECTOR: Choice of 14 high increments. LENS: Convex housing with stamped reveal has efficiency optical systems utilizing tempered glass lens or flat glass. interior - welded seams for horizontal and vertical lamp structural integrity and is finished orientations. Optional high Mounting in premiumTGIC polyester powder efficiency segmented optical Extruded aluminum arm includes coat. U1. listed and CSA certified systems constructed of premium internal bolt guides allowing for for wet locations. DOOR: Formed 95% reflective anodized aluminum easy positioning of fixture during aluminum door has heavy-duty sheet. Optical segments are rigidly assembly. Specify arm - included ncluded hinges, captive retaining sdmvvi mounted inside a thick gauge mounting for contractor-friendly and is finished in premiumTGIC aluminum housing for superior single carton packaging of housing polyester powder cost. (Spider protection. All segment faces are and arm. mount unit has steel door) clean of rivet heads, tabs or other means of attachment which may Electrical cause streaking in the light GSS/GSMIFGSL BALLASTTRAY, Ballast tray is hard- distribution. Standard with mogul. GALLIERIA mounted to housing interior for base socket. All optical modules cooler operation. feature quick disconnect wiring SQUARE 70 - 10(i DIMENSIONS ARM DRILLING Am Mount Spider Mount TYPE "i 2 516 3/4" u9ni Du.Hale , A 2.7116" 62mrn1 '718 rs-1 L 12[x/6 [16nml I it I . ....... I Die Holes Fixture A B c D E F Gas 31/4" 1-1/2' 12-718" 15-11, 5 ors 3.I 231 35mra 327mm 097n,rc 152­ or 229mm 337r,rn GSM Ill 3-1i2 19-1/4' 21314 " c or " 279,"1 �r an B,.m 112man .1 illBeere �_ 11 or 406aaam Gal 111 IT 4 !T' 0" On 14" 18-3/4" or 388ram 10i 657rarra 688mm 152mm or 358mm 476mm or 502mm None Irm, cop used on GOM -1, 1000W In a evert y ­,­ opfti n.tv WATTAGE TABLE 2.8 Watt/Lin. Ft. Fixture I,­pTyp;_ W—rus GSS (G.Ilano S-11) Pulse Stan Metal Halide IMP) 70,100,150W High Pressure S.df.,, (HPS) Hlqh Pr­rra S.,11­ (IHPSI 70, Ine, 150W ---------- Metal H.li& (IVH) 175W 65i-lEas as Modl.,ri) __ _ -- . ............. . P. e1nat Met11 H.Irt. (INT) 70 100 150 175 200 250 32D 350 400, 450,750,87E, 1000W 9079-10-HX820-277V-CB27-MHMR16 High c..,roS.di11ncHVS) 70, 100, 150, 250, 100, 750, 1000W P-= 3•. -Steel shaft minimurtlal 55,000 PSI. Shollbbeted and — ne, Hal: de JMH) 176 250, 400, 1000W Z Get. (Gal lens Large) P.h,, Seat Metal Halide IMP) 250, 320,350, 400, 450, 750, 10D0W 20W High P,­r- S.d,­ (HPS) 250,4DO, 750, 100OW 20 Watt Metal H,11A (1 250, 'uno, resew 11110— CMIRER Lighting --optarligh,11.9—no 23 LEONARD ST NY NY 10013 212 343 8400 V 2123438740 F EET REVISION Pulse Stan Mining Halide High Pressure) S.dunn Mesa] Halide ARCHITESCTURAL AREA LUPMINAIRE 03SEM ) M PLIANT RICO : In nil finglau conflgurn eras only IGY DATA 3.11.. In at W.- OP Hi Watts) MP HPF 9B Watts) a MP HPF U83Watts) a iP5 HPF (295Watts) MP HPF (452Wmi G i10S HPF J457Watts) MP HPF (820 Watts) MH HPF 0081 HPS HPF 11100 Watts) ive P,.IO..d Arm: (Sq. Ft.) ut A-1 2OG K2�GSL,3.90 " NI 53GSNI:288 GSL:4.45 PING DATA on. t, Net Weight: gs) (3fl kiraj — (40 ej.j ir-17—T i ADH0S2576 pn 2DI0 -10-22 13:03:12 SHOPS AT STONEFIELD XH DELETED 7714 MH-(Fixture Modified for 39 Watt CJH 2-7-2012 CJH XH-2 DELETED SPECIFICATION FEATURES CJH 7-5-2011 BY X1 LIGHTWILD: Continuous linear LED - warm LW-PLIN-N-WW-49" & 36"-AM LED: 2.8 Watts/Lin. Ft. Warm White 2.8 Watt/Lin. Ft. Silver Anodized XY white uptight fixture High Pressure S.df.,, (HPS) Compact Fluorescent: PL-T 1 Aluminum of brit arms h in dipvqffized 3" hook f314' bolt USA ILLUMINATIONS: 20 watt metal 9079-10-HX820-277V-CB27-MHMR16 Metal Halide: 3•. -Steel shaft minimurtlal 55,000 PSI. Shollbbeted and Matte Alzak Cone & XJ Ihalide downlight 20W CMH20W/MR16/830/WFL G.E. 20 Watt White Flange ................ BEGA: Decorative vertical tube compact 692-WP-T5C/1/22-277V-SM-ST Compact Fluorescent: F39BX/SPX30R5 22 Watt FOUR 608 AN CH Oil PC, E: se ,r9 s n XK BC 4095P-277V 39 Watt Brushed Stainless Steel YB fluorescent wall sconce 0 Diameter 3000K G.E. 17 Watt �'t Drcm`a,'ind n a Gardco Lighting: Wall mounted 32 watt Compact Fluorescent: PL- 32 Watt 2400 Natural Aluminum XL compact flurescpnt forward throw fixture. 101-FT-32TRF-NP-277V T32W/830/4P/ALTO Philips Lumens Paint YC Gardco Lighting: Wall mounted (2) 26 Bluish, 00RS ',O CDM35T6/830 G12 3000K Philips 35 Watt Stainless Steel halide direct burial. ISS-GEB-LP-Finish to be Selected Compact Fluorescent: (2)PL-C Natural Aluminum XL-1 watt compact fluorescent forward throw 101 EMC-FT-226QF-NP-277V (2)26 Watt G=Galva ized B emergency fixture. SURF-C-N-W-5D2 26W/830/4P/ALTO 3K Philips 15 Watts Paint V=Gr.y fixture with EM component. WmIsIllato Y=Bl.k LUMIERE: Wall mounted (2)35 watt 715-2-MH39PAR30-277V-CS-MHP3035- Metal Halide: (2)CDM35/Par (2)35 Waitt Platinum Silver XM direct/ indirect metal halide fixture. : SP 30L/M/SP/3K/ALTO (Dir./Ind.) Philips 2200 Lumens City Silver LUMIERE: Wall mounted 35 watt direct AFV-26TRT-6AR-X-MVOLT-X & GVRT-6- Metal Halide: CDM35/Par 35 Watt 2200 XN fluorescent downlight with clear glass lens 715-MH39PAR30-277V-CS-MHP3035-FL PL-T 26W/830/4P/ALTO Philips 26 Watt City Silver metal halide fixture. CGL-DDB-AFV 20/M/SP/3K/ALTO (Dir.) Philips Lumens LUMIERE: Wall mounted direct/ indirect 714 -2-Iv1H39PAR20-277V-CS-MHP3035- Metal Halide: (2)CDM35/Par (2)35 Watt Light Bronze Paint XP square steplight fixture. WL-STD 4 Watt - LED-6500K 4 Watt City Silver metal halide fixture. SP 20/M/SP/3K/ALTO (Dir.) Philips 2000 Lumens ------ --------- TEKA: Compact fluorescent decorative ------------ - Compact Fluorescent: F39BX/SPX30RS XQ fluorescent decorative wall mounted AFS-5414/Natural-39W G11-21"-277V PL-C 26W/830/4P/ALTO Philips 39 Watt Natural Copper wall sconce. LPI I G.E. XR SHAPER: Compact fluorescent wall sconce Compact Fluorescent: (2) XSW2 672-WP-16-CFL/2/27-277V-SM-VRD MHC50/C/U/M/3K/ALTO Philips (2)27 Waitt Silver Metallic Option 1 fixture. F27BX/SPX30/RS 3000K G,E. XR SHAPER: Compact fluorescent wall sconce Compact Fluorescent: F27BX/SPX30/RS 666-wP-1611 -CFL/1/27-277V-SM-VRD 27 Watt Silver Metallic Option 2 fixture. 3000K G.E, WINONA LIGHTING: Ceiling mounted 35 Metal Halide: CDM39/T6/830 G12 XS P1-SSW-MH39-SS10-SGW-EB-STD 39 Watt White watt metal halide flood fixture. Philips Mastercolor ........... COOPER LIGHTING-LUMIERE; Exterior 35 720-M 1.139 PAR20-277-EL-MB(To Metal Halide: XT watt Metal Halide adjustable accent 35 Watt Black Confirm)-BK-MHP2039-SP CDM35/PAR20/M/SP/3K/ALTO (Philips) fixture. 3211111111♦ 23 LEONARD ST NY NY 10013 212 343 8400 V 2123438740 F AMENDMENT //1 AMENDMENT fl TOWN CENTER FINAL SITE PLAN RESU13MITTAL TOWN CENTER FINAL SITE PLAN RESUBMITTAL ARB STONEFIELO TOWN CENTER SUBMITTAL SHEET REVISION CJH 3-15-2012 7714 MH-(Fixture Modified for 39 Watt CJH 2-7-2012 CJH 12-14-2011 LO SPECIFICATION FEATURES CJH 7-5-2011 BY DATE 1 ... ASTPA Grade sealsitaplate with NBTA366 has tear 5- -Anchor bolt per ATM A96 w1l, nOtte, (2) fiat nasi,pr Philips Mastercolor Lumens Wattage XY and k washy l,a,s, washers aralleaded portion High Pressure S.df.,, (HPS) Compact Fluorescent: PL-T 1 2 ... Hand hole assembIP" x 'Son onTSR pass. of brit arms h in dipvqffized 3" hook f314' bolt sconce fixture. 1.7119-277V 26W/830/4P/ALTO Philips 3•. -Steel shaft minimurtlal 55,000 PSI. Shollbbeted and 4' hook for 1" bolt. XY SHAPER: Compact fluorescent wall sconce painted with polyester powder coar. Compact Fluorescent: TL5C 22W/830 a, us Be.. view Ir,fln (specify), Option 2 I 692-WP-T5C/1/22-277V-SM-ST Circular Philips 22 Watt FOUR 608 AN CH Oil PC, E: se ,r9 s n BC " BP=8dt Projection AB-Bot Dimensions BC'Bo YB ID 0 Diameter LED: 17 Watt LED - Warm White 17 Watt �'t Drcm`a,'ind n a .fixture i HYDREL: Ingrade mounted 35 watt metal M9420-SS-35CMT6-120-NFL-FLCAS-126 YC .5 Bluish, 00RS ',O CDM35T6/830 G12 3000K Philips 35 Watt Stainless Steel halide direct burial. ISS-GEB-LP-Finish to be Selected F= 0 ark Bronze LIGHTOLIER: Recessed mounted LED G=Galva ized B emergency fixture. SURF-C-N-W-5D2 S=811varn 15 Watts LHJ V=Gr.y HLIBBEL: Surface wall mounted LED WmIsIllato Y=Bl.k 170 STREWTWO,5;xS Gatq aii C�), 'uj­;: 11 , z I u iV", 'tc 1 15.7 Watts 23 LEONARD ST NY NY 10013 212 343 8400 V 2123438740 F AMENDMENT //1 AMENDMENT fl TOWN CENTER FINAL SITE PLAN RESU13MITTAL TOWN CENTER FINAL SITE PLAN RESUBMITTAL ARB STONEFIELO TOWN CENTER SUBMITTAL SHEET REVISION CJH 3-15-2012 7714 MH-(Fixture Modified for 39 Watt CJH 2-7-2012 CJH 12-14-2011 CJH 10-13-2011 CJH 7-5-2011 BY DATE SHOPS AT STONEFIELD MANUFACTURER LAMP Four fixture heads on 27'-6" pole FOUND 'APFIMED Slr.�,L POLES ORDERING INFORPIKIGN SAMaLE Nijal RTSBA30SF2XXG 110:1" RxILre NO & Accessories Shaft Wall Haigh ga's Mounting Location Arm (Ground Round Straight Seel size Thickness (ft) Type I'lah & Tpe of Arms Lengths Laall R 7 9 A 31) S F Bolt A, Orion Base Orals Bolt Sraf7 811, Net. Max. Hours M,g Catalog'' wo Square Dia. Pot, St. Did & Wit EPA (Sq. Rt) EPA (Sq. Ry Loso-lifoNds Height Number Thickness (1,.) (In.) (In) (!I.) Length (In.) (Lba) At Pole by 2 Above Pulsator Bracket (Los.) MH S BC BP B AS 70 80 90 100 70 so so 100 " RTI 12CSF 120 10 112 11.0 41/2 63z 36 314 x 25 x 3 173 29.8 22.7 178 14.3 27 1 20.6 16,2 111 400 21 ril .120 10 1/2 110 4 112 7.0 r 3.5 3/4 x 25 z 3 214 28.1 21 4 16.7 13.4 26.0 19.8 15,5 12,5 400 1 22 IT11i 120 12 1/2 24n 18.2 14.2 11.3 22S 17.0 13.3 10.6 400 05 7 " .�:�l �2 111 �,2 'I I :1 4 , : Ill X 11 XX 4, 142 281.1 1 97 61 11: 1. 1 1 7 16. IV 9S 400 �5 Ri D35SF 2 12 .5 36 '82 0 , 2 �3 18.3 :S S 28.0 21.9 17.3 400 39 RTS9A39SF .120 12 112 12.5 5 SS x 35 1 a 36 x 4 341 215 16.2 12.4 9,5 20,5 ISA 11.8 9.0 400 39 RTS90398F 180 12 12 12.5 5 8.9 r 3.5 1 x 36 x 4 636 38.2 29.0 22.5 177 36.4 27.6 21.4 168 400 ITSIAIISFI 120 13112 135 5 102 :, 42 1 x 36 it 4 546 23.5 17A 12.9 93 22.5 18.6 12.4 9 -3 450 RTS0D45SF' 180 13 112 135 6 10.2 x 42 1 1/4 x Q x 6 682 44.1 133.2 25.4 19.8 42.2 317 243 190 450 : 0 RTSOi .120 13 112 13.5 5 10.2 x 35 1 x 36 z 4 550 1S2 11,0 79 s7 14,8 10.6 7.6 5.4 450 0- RT80050SFI .180 131/2 13.5 6 10.2 X 35 1 1/4 x 2 x 6719 31,0 211 17.5 134 29,8 22.2 16.8 129 450 Icass 111, 1111, 11111, ­ w,il ­1e txH, s. arcrnernin —.11 a. ­s Is PROPEFAIsheri dems— IS OURED FROu and- Lauren iri_ ose _ -et I— oii.,_n, :­ o , 1.1 V.oc.ia �An 1i .21.1e 1 1-o o­ ­.eW,ny —al M i-a' - ea ps, 811pe, n Ii 111M Id 11 o.10 le- I— I ni 10 aw by 11.9t wlhel DPiLL1K,G=RzTTEAN Type VIRCIL, Ladim Gallarla ardVislorl Type "E[Carcouse Ill] Type 17[Credents and Cirrus] 2 13/16" 3/4" die 4" (102annal 0— a1z, '-4— ' 1 Is d hi 21/11 I a le2mml 481124ml 47/8" 0_1 V ra G7 - ------ J 12138" 9/18" [14mm1 die. holes die hole 13) di. hot. i FOR REcoNOLLAP Alti rt OACHINII,15' D..Ig,.tiO, N.Igri Diallgriall.0 ouratity Letter & Number Lane, & Number Letter & Number & Location M EI 21 Single M2 E2 Z2 2 060° M3 E3 Z3 3 020' M4 EC Z4 1 1111 ME @5 Z @ E, N16 E6 Z6 3 0 go, M 7 E7 V 2 0 QV a..: 1- 1. 1,1­ Dn ng Opl sire nn P,. I00, MOUNTtlnG OPTIQISfn?° ACCESSOPIES Fixed illoon Designation O.D. Length A =I/2" tapped hub Number L1% (Ind 8 =314" tfped hul) D.D. 1 2316 3 12 C=CO,yerionod Odle' 1 1 2 3 1 G-Grounding lug (max, wire WIR)A S , 1? B 1=fierldldnal h and 111, ,it 3 4 2 below ". tdlo_:'freiaa hand t LENGTH -NOTES: 1, I.-Ion so 3" ster"Isce-11 efir.11 I.. es lode 0111.1 is es she. it en as 'and hole, unless slaelied Oluse. Resepeole not i,,,I,dld, pre— ay asla% — end r z ,onper S RE-EV905l' Cull cht �, z. q r 171 23 LEONARD ST NY NY 10013 2123438400V 2123438740 F 7200 Wisconsin Avenue 0 Suite 400 0 Bethesda, MD 020914 Phone: 301.652.7400 0 Fax: 301.652.3588 30 August 2011 DATE McGraw Edison BLISS,rASMAN OGHTING DESMN MANUFACTURER LAMP Four fixture heads 23 LEONARD STNYNY 10013 212 343 8400 V 2123438740 F BLISS,FASMAN LIGHTING DESIGN 30 August 2011 The Shops at Stonefield - Site Lighting XA-1 DATE PROJECT TYPE McGraw Edison MS250/BU/PS Philips MANUFACTURER LAMP 250 WATT METAL HALIDE LAMP SHALL Two fixture heads BE VERTICALLY MOUNTED WITH FLAT LENS ASSEMBLY, AREA ROUND OPTICS. W McGRAW-EDISON' DESCRIPTION Gallere's beauty and versatility make it an excellent choice for roadway and general area lighting applications, An aesthetic reveal in the formed aft housing gives the Gallecla a distinctive look while a variety of mounting options and lamp wattages provide maximum flexibility. Galleria's superior light distributions makes it the optimum choice for almost any small, medium or large area lighting application. SPECIFICATION FEATURES Construction optical plugs and are field rotatable in 900 HOUSING: Formed aluminum REFLECTOR; Choice of 14 high increments. LENS: Convex housing with stamped reveal has efficiency optical systems utilizing tempered glass lens or flat glass. Pr interior -welded seams for horizontal and vertical lamp structural integrity and is finished orientations. Optional high Mounting in premiumTGIC polyester powder efficiency segmented optical Extruded aluminum arm includes coat, U.L. listed and CSA certified systems constructed of premium internal bolt guides allowing for for wet locations. DOOR: Formed 95% reflective anodized aluminum easy positioning of fixture during aluminum door has heavy-duty sheet. Optical segments are rigidly assembly. Specify arm-included hinges, captive retaining screws mounted inside a thick gauge mounting for contractor - friendly and is finished in premiumTGIC aluminum housing for superior single carton packaging of housing polyester powder cost. (Solder protection. All segment faces are and arm. mount unit has steel door.) clean of rivet heads, tabs or other Electrical meant fiettamorteetvilhi.ii may GSS/GSMIGSL cause streaking in the light BALLASTTHAY: Ballast tray is hard- distribution. Standard with mogul- GALLERIA mounted to housing interior for base socket. All optical modules cooler operation. feature quick disconnect wiring SQUARE 70. 1000w DIMENSIONS ARM DRILLING Ana Mo.. Spider Mour, TYPE "M' 25 6 3/4' C Hole A 2-1/16., Inman] n 1215/a 116.ml - -.... I I I Dia. H.I.a Finare A 0 D BEGA: Metal Halide arm bracket, 7714 MH-(Fixture Modified for 39 Watt Metal Halide: CDM39/TC/830 T4 3000K 39 Watt 3300 1521an or 229men 337m, XV 6"21mm' 11 or +5 2 89,,m 480n,, _552mn, " or 381m..'406rare GSL 14,1/2 4-1/4 25 -7/er 27' Silver 3813cme 108MM 657nere 68611, 1, cep used — Ga. with too- tateees vonlcayampv4 adjustable undercanopy fixture. Metal Halide Lamp-277V Philips Mastercolor Lumens Wattage XY IGUZZINI: Compact fluorescent wall High Pressure S.df.,, (HPS) Compact Fluorescent: PL-T - ---------- 175W Option 1 sconce fixture. 1.7119-277V 26W/830/4P/ALTO Philips 26 Watt Silver XY SHAPER: Compact fluorescent wall sconce no, 400,760, 10D0W Compact Fluorescent: TL5C 22W/830 ER Lighting COJ0 Option 2 fixture. 692-WP-T5C/1/22-277V-SM-ST Circular Philips 22 Watt Silver Metallic VISTA OUTDOOR LIGHTING: Exterior 17 YB watt LED warm white adjustable accent 1079-DZ-W-FL-M-120, J-Box: JB-200-8 LED: 17 Watt LED - Warm White 17 Watt Bronze .fixture i HYDREL: Ingrade mounted 35 watt metal M9420-SS-35CMT6-120-NFL-FLCAS-126 YC CDM35T6/830 G12 3000K Philips 35 Watt Stainless Steel halide direct burial. ISS-GEB-LP-Finish to be Selected LIGHTOLIER: Recessed mounted LED B emergency fixture. SURF-C-N-W-5D2 15 Watts, LED-6500K 15 Watts White HLIBBEL: Surface wall mounted LED C Dual-lite-PG-P-HTR 15.7 Watts, LED-6350K 15.7 Watts Platinum Silver emergency fixture. uior"Tarn-LIgnTil ZibwaTrTurn AFV-26TRT-6AR-X-MVOLT-X & GVRT-6- XRCI fluorescent downlight with clear glass lens PL-T 26W/830/4P/ALTO Philips 26 Watt Dark Bronze CGL-DDB-AFV Winona Lighting: 4 watt LED - 6500K LED-STEPOI-SQU-L-002/HO-VTBS-LBPS- Light Bronze Paint XRW1 square steplight fixture. WL-STD 4 Watt - LED-6500K 4 Watt Smooth Lithonia Lighting: 26 watt compact WSR-26DTT-MD-MVOLT-X-Dark Bronze- XSW1 fluorescent decorative wall mounted PL-C 26W/830/4P/ALTO Philips 26 Watt Dark Bronze fixture. LPI I I Gardco Lighting: 50 watt metal halide XSW2 300-0-C-R-BONN-277-BRP MHC50/C/U/M/3K/ALTO Philips 50 Watt Bronze surface downlight fixture. MANUFACTURER LAMP Four fixture heads on 27'-6" pole FOUND 'APFIMED Slr.�,L POLES ORDERING INFORPIKIGN SAMaLE Nijal RTSBA30SF2XXG 110:1" RxILre NO & Accessories Shaft Wall Haigh ga's Mounting Location Arm (Ground Round Straight Seel size Thickness (ft) Type I'lah & Tpe of Arms Lengths Laall R 7 9 A 31) S F Bolt A, Orion Base Orals Bolt Sraf7 811, Net. Max. Hours M,g Catalog'' wo Square Dia. Pot, St. Did & Wit EPA (Sq. Rt) EPA (Sq. Ry Loso-lifoNds Height Number Thickness (1,.) (In.) (In) (!I.) Length (In.) (Lba) At Pole by 2 Above Pulsator Bracket (Los.) MH S BC BP B AS 70 80 90 100 70 so so 100 " RTI 12CSF 120 10 112 11.0 41/2 63z 36 314 x 25 x 3 173 29.8 22.7 178 14.3 27 1 20.6 16,2 111 400 21 ril .120 10 1/2 110 4 112 7.0 r 3.5 3/4 x 25 z 3 214 28.1 21 4 16.7 13.4 26.0 19.8 15,5 12,5 400 1 22 IT11i 120 12 1/2 24n 18.2 14.2 11.3 22S 17.0 13.3 10.6 400 05 7 " .�:�l �2 111 �,2 'I I :1 4 , : Ill X 11 XX 4, 142 281.1 1 97 61 11: 1. 1 1 7 16. IV 9S 400 �5 Ri D35SF 2 12 .5 36 '82 0 , 2 �3 18.3 :S S 28.0 21.9 17.3 400 39 RTS9A39SF .120 12 112 12.5 5 SS x 35 1 a 36 x 4 341 215 16.2 12.4 9,5 20,5 ISA 11.8 9.0 400 39 RTS90398F 180 12 12 12.5 5 8.9 r 3.5 1 x 36 x 4 636 38.2 29.0 22.5 177 36.4 27.6 21.4 168 400 ITSIAIISFI 120 13112 135 5 102 :, 42 1 x 36 it 4 546 23.5 17A 12.9 93 22.5 18.6 12.4 9 -3 450 RTS0D45SF' 180 13 112 135 6 10.2 x 42 1 1/4 x Q x 6 682 44.1 133.2 25.4 19.8 42.2 317 243 190 450 : 0 RTSOi .120 13 112 13.5 5 10.2 x 35 1 x 36 z 4 550 1S2 11,0 79 s7 14,8 10.6 7.6 5.4 450 0- RT80050SFI .180 131/2 13.5 6 10.2 X 35 1 1/4 x 2 x 6719 31,0 211 17.5 134 29,8 22.2 16.8 129 450 Icass 111, 1111, 11111, ­ w,il ­1e txH, s. arcrnernin —.11 a. ­s Is PROPEFAIsheri dems— IS OURED FROu and- Lauren iri_ ose _ -et I— oii.,_n, :­ o , 1.1 V.oc.ia �An 1i .21.1e 1 1-o o­ ­.eW,ny —al M i-a' - ea ps, 811pe, n Ii 111M Id 11 o.10 le- I— I ni 10 aw by 11.9t wlhel DPiLL1K,G=RzTTEAN Type VIRCIL, Ladim Gallarla ardVislorl Type "E[Carcouse Ill] Type 17[Credents and Cirrus] 2 13/16" 3/4" die 4" (102annal 0— a1z, '-4— ' 1 Is d hi 21/11 I a le2mml 481124ml 47/8" 0_1 V ra G7 - ------ J 12138" 9/18" [14mm1 die. holes die hole 13) di. hot. i FOR REcoNOLLAP Alti rt OACHINII,15' D..Ig,.tiO, N.Igri Diallgriall.0 ouratity Letter & Number Lane, & Number Letter & Number & Location M EI 21 Single M2 E2 Z2 2 060° M3 E3 Z3 3 020' M4 EC Z4 1 1111 ME @5 Z @ E, N16 E6 Z6 3 0 go, M 7 E7 V 2 0 QV a..: 1- 1. 1,1­ Dn ng Opl sire nn P,. I00, MOUNTtlnG OPTIQISfn?° ACCESSOPIES Fixed illoon Designation O.D. Length A =I/2" tapped hub Number L1% (Ind 8 =314" tfped hul) D.D. 1 2316 3 12 C=CO,yerionod Odle' 1 1 2 3 1 G-Grounding lug (max, wire WIR)A S , 1? B 1=fierldldnal h and 111, ,it 3 4 2 below ". tdlo_:'freiaa hand t LENGTH -NOTES: 1, I.-Ion so 3" ster"Isce-11 efir.11 I.. es lode 0111.1 is es she. it en as 'and hole, unless slaelied Oluse. Resepeole not i,,,I,dld, pre— ay asla% — end r z ,onper S RE-EV905l' Cull cht �, z. q r 171 23 LEONARD ST NY NY 10013 2123438400V 2123438740 F 7200 Wisconsin Avenue 0 Suite 400 0 Bethesda, MD 020914 Phone: 301.652.7400 0 Fax: 301.652.3588 30 August 2011 DATE McGraw Edison BLISS,rASMAN OGHTING DESMN MANUFACTURER LAMP Four fixture heads 23 LEONARD STNYNY 10013 212 343 8400 V 2123438740 F BLISS,FASMAN LIGHTING DESIGN 30 August 2011 The Shops at Stonefield - Site Lighting XA-1 DATE PROJECT TYPE McGraw Edison MS250/BU/PS Philips MANUFACTURER LAMP 250 WATT METAL HALIDE LAMP SHALL Two fixture heads BE VERTICALLY MOUNTED WITH FLAT LENS ASSEMBLY, AREA ROUND OPTICS. W McGRAW-EDISON' DESCRIPTION Gallere's beauty and versatility make it an excellent choice for roadway and general area lighting applications, An aesthetic reveal in the formed aft housing gives the Gallecla a distinctive look while a variety of mounting options and lamp wattages provide maximum flexibility. Galleria's superior light distributions makes it the optimum choice for almost any small, medium or large area lighting application. SPECIFICATION FEATURES Construction optical plugs and are field rotatable in 900 HOUSING: Formed aluminum REFLECTOR; Choice of 14 high increments. LENS: Convex housing with stamped reveal has efficiency optical systems utilizing tempered glass lens or flat glass. Pr interior -welded seams for horizontal and vertical lamp structural integrity and is finished orientations. Optional high Mounting in premiumTGIC polyester powder efficiency segmented optical Extruded aluminum arm includes coat, U.L. listed and CSA certified systems constructed of premium internal bolt guides allowing for for wet locations. DOOR: Formed 95% reflective anodized aluminum easy positioning of fixture during aluminum door has heavy-duty sheet. Optical segments are rigidly assembly. Specify arm-included hinges, captive retaining screws mounted inside a thick gauge mounting for contractor - friendly and is finished in premiumTGIC aluminum housing for superior single carton packaging of housing polyester powder cost. (Solder protection. All segment faces are and arm. mount unit has steel door.) clean of rivet heads, tabs or other Electrical meant fiettamorteetvilhi.ii may GSS/GSMIGSL cause streaking in the light BALLASTTHAY: Ballast tray is hard- distribution. Standard with mogul- GALLERIA mounted to housing interior for base socket. All optical modules cooler operation. feature quick disconnect wiring SQUARE 70. 1000w DIMENSIONS ARM DRILLING Ana Mo.. Spider Mour, TYPE "M' 25 6 3/4' C Hole A 2-1/16., Inman] n 1215/a 116.ml - -.... I I I Dia. H.I.a Finare A 0 D IS _B , "z _ GSS Y4 . ". " BB ?,dErarn B or S_1. 38in-, Mmer 397mm 1521an or 229men 337m, asm 1;9_ 3 -1/2 19-1/4 21-3/4" 6"21mm' 11 or +5 2 89,,m 480n,, _552mn, " or 381m..'406rare GSL 14,1/2 4-1/4 25 -7/er 27' 8" or 14" 18-314" or 143/4' 3813cme 108MM 657nere 68611, 1, cep used — Ga. with too- tateees vonlcayampv4 152man or 3580an 476,­ on 50,2- sprite uny WATTAGE TABLE R—re L.aaplyre, Wattage GSS (ruillod, Small! "is, Stan Most Halide IMP) 70, 100, BOW High Pressure S.df.,, (HPS) 70, 100, 1 BOW M­11H a.Ml 175W - ---------- ­­_ _ _ GSM (Gillen. Medfi,m) P sa Snort Maral HAH. IMP) — — — --------- 70, 100, led, 175,200,250,320 , 350, 400, 450, 750, 871, INOW High �F­­ S.O1­ (HPS) 70, 100, 150, 250, 400, 750, crew Metal Halide (MH) 175, 250r 400, 10DOW GSL Large) P,,I,, Stall Metal Halide INI'M 250, 320, 360, 400, 450, 7501 1000W High Pro,iiaire Sodluni iHPSi no, 400,760, 10D0W Meal Hall& ER Lighting COJ0 --lianlightiriatom DESIGNED BY: DRAWN BY.- BLISS-FASMAN 0 LIGHTING DESIGN REVIEWED BY. 23 L-CMAIJ 81 NEW Y04K NEW YC4< 10013 212 343 8400 1 23 LEONARD ST NY NY 10013 212 343 8400 V 212343B740 F Pulse Start Metal Halide High Pressure Sodium Metal Halide ARCHITECTURAL AREA LUMINAIRE )M PLIANT FCQ :Ina afieral.i .... or. only. GY DATA .Il Input W- ,A? HPF 11a5 Watts) VIP HPF q9S Watts) a VIP HPF 1283 Wafts) G iPS HPF 1295 W,ds) OPHPF1452W.n.) . iPS HPF (457 Watts) VP HPF (820iAhit,�,') MH HPF (TWO Wet,,) HPS HPF (1100 Watt.) I— Pr011 Area: (Sq. Pi.) - Arm] 20 GSM: 2 Q GSL 390 ,, M."nal 53 GSM: 2.86 GSL 4.45 PING DATA x1ount, Not Wright: (16 kg.) (36 kga.) (40 kG0 F—T17 l! ADHOS2575 P 201D-10-22 13:03:12 PROJECT. THE SHOPS AT STONEFIELD SET REV. NO. TOWN CENTER ARB SUBMITTAL DRA WING NUMBER: T1 TL E: LIGHTING FIXTURE DETAILS SHEET NUMBER: FILE NAME. SCALE. DATE: L T- 12-14-2011 �1, Four fixture heads on 17' -6" pole. ROIJI"I T,"ERELI STEEU. POLES ORDERING IHGCPY.4!CN SAMPLE NUMBERR RTS8A30SF2XXG Mobming Paid 'a No & Accessories Shot, Well Height Base Mounting Location Arm (Ground Round Straight Sreal SEE Thickness (ft.) Type Finish & �TDe of Arms Lcvlgths Lug) R T S 0 A 30 S F 2 X X Cr Boll Anchor Base Clutha Boll Shall Bolt Net. Max. Rome Mig. Catalog' ' Wall Square Do. Proj. Size Dia. &. Wt EPA (Sd,. Fl.) "A (6q. Fl.g . Load- Includes Height Number Thickness (Ill (in.I (Il (In1 Length (In.) (Lbs.) At Pole dp 2' Above POlaopT Bracket (Lba.) MH S SC BP B AB 70 80 90 100 70 80 90 fill 20 RT 6A20SF 12 10 1'2 11, 4112 x /4 x 2 x 17 2 8 22.? 17. 14, 27.f 1 2 1 4 0 25 RT57A25SF ,120 10 112 11,0 4112 7.9x 3.5 3/0. x 25 x 3 214 25.1 21.4 16,7 13.4 26.0 19.8 15.5 12li 400 30 RTS8A30SF .120 12 112 12.5 5 77 x 3.5 1 x 36 x 4 290 24.0 18.2 14.2 11.3 22.5 17.0 13.3 106 400 35 RTSBA355F .120 12 112 12.5 5 8.4 x 3.5 1 x 36 x 4' 342 23,0 17.3 13.5 10.5 217 16,4 12,7 9.9 400 35 RTS9D35SF ,180 12 112 12.5 5 8.4 x 3.5 1 x. 36 x 4 482 38.9 29.6 232 18.3 .36.8 213.0 21.9 17.3 400 39 RTS9A390F .120 12 V2 12.5. 5 8.9 x 3.5 1 x 36 x 4 341 21.5 16.2 12.4 9.5 20.5 15.4 11.8. 9.0 400 39 RTS9D39SF .180 12 112 12.5 5 8.9 x 3.5 1 x 36 x 4 536 382 29.0 22.5 17.7 36.4 27.6 21.4 16.6 400 45 RTS0A45SF' .120 13112 13.5 5 10.2 x 4.2 1 x 36 x 4 546 23.5 17,4 12.9 9.7 22.5 16,6 12.4 9,3 450 45 RTS0D45SFI .160 13112 135 6 102 x 42 1 1 ,14 x 42 x all 44.1 33.2 25.4 19.8 42.2 31.7 24,3 19.0 450 50 RTSOASOSF` .120 131/2 13.5 5 10.2 x 3.5 1 x 36 x 4 550 15.2 11.0 7.9 5.7 14.8 10.6 7.6 5.4 450 50 41S0050S °' 180 131/2 135 6 102 x 35 1 114 x 42 x119 31.0 23.1 175 13.4 29.8 22.2 16.8 12.9 450 None: numh.r n es pox wth anc °r o la (6aeae Nn m0.9 ale MAKE Sull P:10PER ANOIST -­ IS dicalO .OM IDL�Pa1 IlLame) z Tanana men Wing m rona. ar mwha .pained Nana nom is nemndiiedes -elrn . eSnat sls, Oase pmn, m. Immpmisnlpne may.yragnfir -ell elmanemna no... ,&A-in on anon prop roar win, wind + anal lasaaruswa unng aria wee naay Was, pore sox Plat,. O Twa *o gum. .110 . 1. -a. rM Old ea Ill logsmel a to ad' Bite by all tonelM1er ORILLINC? MTTBRN Type "M11RCL, Landad, Gallerla and Vision) Type "'[Concourse Ill] Type "Z "(Credenza and Cirrus] z 516•' z "'to " minl 3/4" do. 3l4" die. hole 27116" 162mm1 2 7/16" hole 7 /6" 47/8" [124mn11 47/8" 37/6" 1213(8" 8116' (14mm1 da e. hales tlia. hole (3) di.. holes die. oles MACI -irl Poll REMiSULAR ARMS .i<.. c Designation Designation Designation Quantity I Letter & Number Letter & Number Letter & Number & Location Mt E1 Z1 - 51nge M2 F2 Z2 2 080 °P - M3 E3 Z3 3 028°x° M4 E4 Z4 4 009' M5 E5 Z5 2 MB E6 Z6 3 M7 E7 Z7 2 0 1200" NOres so Fua citing Or ill Pal 160. MOUNT NU ON °IDNS „i v, ACC[' 3081 ES Fixed 6non Designation O.D. Length 1112 tapped 111 Number hn.) (In.l &3f4" tapped had F O.D. 1 2 918 3112 C Convenience oulleF 2 2 33 4 G =Grounding lug (max. winSSNG) 3 3 12 5 H= Addil11,11 hand hole and cover - 9 3 4 12" belmn .pole top -9tNm hand hole. LENGTH NOTES: 1 Looaion is 3' ebo,kel 0" Irom hand hole. 201.1101 Is /orated 4' ata� and on saute 9ldmfe as had hole u s aped ied yAlear Receptacle not Inen;ded, coviu,n only rom. sparnaeilm. end mnen.lo. .WI iitw w:.h.el n,,a r -zrtG S T R EETW 0R Ali 1. g.t v.r I,I .y c0R,tloi. &1171 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F NO. I SHEET REVISION I BY I DA TE I NO. kJLISS- FASMAN LIQ'HTlNG DESIGN 30 August 2011 The Shops at Stonefield - Site Lighting XA -1 DATE PROJECT TYPE McGraw Edison /Streetworks N/A MANUFACTURER LAMP Two fixture heads on 17' -6" pole. ROlif,D 7APwREO S7RELPOLES ORDERiNO I1NFORIIXI0N SAMPLE NUMOER RTS8A30SF2XXG Mounting Hall No & Accessories Shaft' Wall Height Base Mounting Localion Arm (Ground Round Straight Steal Size Thickness (ft.) Type Flnlsh & JDe of Arm. Lengths Luq) R T 5 8 A 30 S F 2 X X G Bait Anchor Base Circle Belt Shaft Bolt Net, Max. Foos M[g. Catalog' ' Wali Square Dia. Proj. Size Dia. &. Wt. EPA (31. P1 IPA (Sq. R.1 Load- Include H61ghi Number Thickness (In.) QnJ (InJ (InJ Length (In.) (Lbs,l At Pole Tp 2' Above PoleopT Bracket (Lbs.) MH S BC EP B AS 70 00 90 100 70 80 90 100 2 RTS6A2 F .f20 1 72 11.0 4fi2 x '!4 x 25 x 173 I'M 22.7 17.9 14.3 27.1 20,0 25 RTS7A253F .120 10 12 17.0 4112 ZOx 3.5 3/4 x 25 x 3 214 28,1 21.4 16.7 13.4 26,0 19,8 15.5 12.5 400 30 RTSBA30SF .120 12 1/2 12.5 5 73 x 3.5 1 x 36 x 4 290 24,0 18.2 14.2 11.3 22,5 17.0 13,3 10.6 400 35 RTSBA358F .120 12 112 12.5 5 B.4 x 3.5 1 x 36 x 4 342 230 ITS 13.5 10.5 21.7 16A 12.7 9.9 400 35 RTS9D35SF .180 12 1/2 12.5 5 0.4 x 3.5 1 x 36 x 4 482 38.9 29.6 23,2 18.3 36.8 28.0 21.9 17.3 400 39 RT59A3gSF .120 12 1d2 12.5 5 8.9 x 3.5 1 x 36 x 4 341 21,5 16.2 12,4 9.5 26.5 15.4 11,6 90 40C 39 RTS9D39SF .190 12 1/2 125 5 0.9 x 3.5 1 x 36 x 4 536 38.2 290 22.5 17.7 36.4 27.6 21A 15.8 400 45 RTS0A45SF° .120 131/2 13.5 5 10.2 x 42 1 x 36 x 4 546 23.5 17.4 12.9' 9.7 22.5 16.6 12.4 9.3 450 45 RTS0D45SF' .180 131/2 13,5 6 10.2 X 4.2 1 1/4 x 42 16 632 44.1 332 254 19.8 42.2 31.7 24.3 19.0 450 50 RTS0A509F' .120 13112 13.5 5 102 x 15 1 x 36 x 4 550 15.2 11.0 7.9 53 14,9 10,6 7,6 5,4 450 50 R.TSODSOSF° .180 131/2 13.5 6 102 x 3,5 1 114 x 42 16 719 31,0 23.1 17.5 13,4 29.8 22.2 16.8 12.9 450 ii- Il-dlelog number Indud.s pole ed, anon" hulls airs doadla (aEfCPEL0a6Td' Micnin 06e MAKE SURE PROPER ANCHOR a®PIAtE Ie 0urog) '" 0OSISa Llandel R Tenon .rs v eIrnlag or a f reeiengular I ':M rmd. 1-1 I'll I. ho Ml arm P . ash1l .:r he..ima an.nrl mile pmlalrora mav,nangnuy -an tllmanalnne n d BA'e Nmd an II lim,i le, w Wia r- I. �pJhoaaulmad oil ha a wlntlne aptly WMAdi Pus 90% stanar. sPxo PP., pole. SM1lppetl In ml sa0rlonI and call 11110 tledsr d this lass, by y s Ming Ilich, DRILLING ATTERN Type "M'iRCL, Landau, Gallerla and Vwij Type "E'tCOncourse III] Type "TICredenza and Cirrus] 16" 11 X16" q � 3/4 "die. "(102mm) 3/4" die. hole 27116" hole i ] 21718 "IE2mIT] I d7/s, " [124mm] olf� 4 7/8" 3 7/8•' (zl3ro° 9ne' (14mm] (a15rs° I eta. ogles. aie.nmel3? die, holes MACHINING FOR REC4AGULAR Alt nl0l.gi Designation Deaignaticn Designation Quantity Letter & Number Letter & Number Letter & Numbr & Location M1 E1 Z1 Single M2 E2 Z2 2 0 90° M3 E3 Z3 3 0'20° M4 E4 Z4 4 009 to E5 Z5 2 Ss 90° M6 E6 Z6 3 M7 _ E7 Z7 249 126 Nines Rader m n. , Solna pl' s on peg is, 1010L24TING OFTIORI _ 40CESSOPIES Fixed &non Designation O.D. Length A =112' lapped had Number (1nl (Ind) Ol [appal hum {-0. D.3 7 2318 3112 C-Conveoience odlet' I 2 2 31 4 G- Gmuntling Idg (max.. wira WA 3 3 fl 5 H=Atldliional ha]d hole eadcn'ser- 9 3 4 12" below pile toD- 90from hand hole. LENGTH NOTES: 1 Localion Is 3' id,r,a ae-90" Irom hand hale. 2 Gotict Is Icaed 4a5odtsae and dir saute sids.^'.®I as hand ahl,uniea6 speared arrive. R ... pacle not included proviso only dri,ht,px-1, and dlrs- niche 11hinp-111 111 Coil _Igililr,g „T RIi,�,T O`Rk ,:;du. ;In;, -. _ .s 171 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F BLISS- FASMAN „ LIGHTING G1FC90i 7 February 2012 The Shops at Stonefield - Site Lighting XA -3 DATE PROJECT TYPE McGraw Edison MS250 /BU /PS Philips MANUFACTURER LAMP 250 WATT METAL HALIDE LAMP SHALL Single fixture head. BE HORIZONTAL MOUNTED WITH FLAT LENS ASSEMBLY, AREA ROUND OPTICS. ® c A -E I ® .;.> _ .t.. DESCRIPTION - 22.2.2._ -..� Gelleria's beauty and versatility make it an excellent choice for roadway and general area lighting applications. An aesthetic reveal in the formed aluminum housing gives the Galleria a distinctive look while a variety of "C mounting options and lamp wattages provide maximum flexibility.` ar Galleria's superior light distributions makes it the optimum choice for almost any small, medium cr large area lighting application. .4 SPECIFICATION' FEATURES Construction Optical plugs and are field rotatable in 90° HOUSING: Formed aluminum REFLECTOR: Choice of 14 high increments, LENS: Convex t rD housing with stamped reveal has efficiency optical systems utilizing tempered glass lens or flat glass. interior-welded Seems seems for horizontal and vertical lamp structural integrity and is finished orientations. Optional high Mounting in premiumTGIC polyester powder efficiency segmented optical Extruded aluminum arm includes coat. U'L. listed and CSA certified systems constructed of premium internal bolt guides allowing for for wet locations. DOOR: Formed 95% reflective anodized aluminum easy positioning offixtere during aluminum door has heavy -duty sheet. Optical segments are rigidly assembly. Specify arm- fnclud Ed hinges, captive retaining screws mounted inside a thick gauge mounting for contractor - friendly and is finished in premiumTGIC aluminum housing for superior single carton packaging of housing polyester powder coat. (Spider protection. All segment faces are and arm. mount unit has steel door.) clean of rivet heads, tabs or other means of attachment which may SE. GSS>GSM>G Electrical cause streaking in the light G BALLASTTRAY: Ballast tray is hard- distribution. Standard with mogul- GALLERIA mounted to housing interior for base socket. All optical modules c+ cooler operation. feature quick disconnect wi ring SQUARE 70 - 10001,11 Pulse Start Metal Hallda High Pressure Sodium DIMENSIONS ARM DRILLING Metal Hallda Arm Mount Spider Mount TYPE "M" 2.5 16 ARCHITECTURAL (69rrho mm1 114.111-11 AREA LUMINAIRE Dle. Hole A - i 2 7/1e 162mral 4Wfi'[124ol ON Ll (2) 5!8 116mm1 FIC0 Ola. noes Fixture A a C D E F s "PEC)FICATION FEATURES 15 5m' 6" or 9 3-1/4 h rim I,— ASTM Grade staelsbsplate with ASTAS66 base cover 5... Anchor bolt per A3M A576 urmingis, (2) fie wesor 152mm cr 229mm 337mm GSM 11 3.1/2 19.1/4 12 5/16" and (1) lack wash6duts, washers andinaded Portion ^ fig-, 480mrn 552mm . J,_.,__1 2• -•Hand hole assemhl}8'x ' 5on xP8P poles. of bob s= hot dlp"ized. 3' hook MC bolt.. 27' 6" or 14 18 -3/4' or 193/4" L � 3� 81he1 shat moimumpld WIND PSI. Shat acted and 41 hook for 1" pot 1621,,, or 356m, 476m, or 502mm B painted with polys8er powder coat. pp .,, only. d" © systems constructed of premium 4... Drilled m effon (specify). Fixture Larnp Type 01 e„ Base Vlaw GSS IGelleria Small) Pule, Start Metal Hallda IMP) LSJ High Pressure Sodium (HPS) FOUR DOE ANCHORA {4cj5 d' ' BC CZ B 175W --- ' gC`,,�; 7 100 150 175 200, 250, 320 350, 400p 450, 750 875, 1000W =Boll Diamete (HPS) : =Bolt Dimc lions Marc ' Halide tMN) polyester powder coat. (Spider 175, 280, 400, 1000W -- - --- - - - - - - - -- - -- GSLIG,IleriaLergc) .Pulse Start Metal Halide IMP) _.__._...._._._._. -_. - - -------- -- 250,32.0, 350, 400, 450760, t000W 2._._.40..__7_____.__- __. -.__._ ea3k .. ......_..._5 11 1111 10L0R7,:r. a' 250,400,1000, F-Oark Bronze t DER Lighting GFCalvanlzed www.coo perH9hting -ord S =Silver - �H� V- Grey W =WhlIs Y =Black n13 F E C S 0(11 Al ( Et (gaA fT n£R r2 Y.J. : L -i Jas FI a P xY L' t a n�+.. t rFn (AA,:£ .GSui tGr ;t -fSY b,tf Akkh1 '3 •EL• p .,,A .p. .. K11 .Iff -f V ",E 49F4 "U. 170 ° RE.. WORKS .,,,.. or L gbtsng .- :. ;Ili G$ o of +e .. . C. 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F Four fixture heads on 17' -6" pole. ROIJI"I T,"ERELI STEEU. POLES ORDERING IHGCPY.4!CN SAMPLE NUMBERR RTS8A30SF2XXG Mobming Paid 'a No & Accessories Shot, Well Height Base Mounting Location Arm (Ground Round Straight Sreal SEE Thickness (ft.) Type Finish & �TDe of Arms Lcvlgths Lug) R T S 0 A 30 S F 2 X X Cr Boll Anchor Base Clutha Boll Shall Bolt Net. Max. Rome Mig. Catalog' ' Wall Square Do. Proj. Size Dia. &. Wt EPA (Sd,. Fl.) "A (6q. Fl.g . Load- Includes Height Number Thickness (Ill (in.I (Il (In1 Length (In.) (Lbs.) At Pole dp 2' Above POlaopT Bracket (Lba.) MH S SC BP B AB 70 80 90 100 70 80 90 fill 20 RT 6A20SF 12 10 1'2 11, 4112 x /4 x 2 x 17 2 8 22.? 17. 14, 27.f 1 2 1 4 0 25 RT57A25SF ,120 10 112 11,0 4112 7.9x 3.5 3/0. x 25 x 3 214 25.1 21.4 16,7 13.4 26.0 19.8 15.5 12li 400 30 RTS8A30SF .120 12 112 12.5 5 77 x 3.5 1 x 36 x 4 290 24.0 18.2 14.2 11.3 22.5 17.0 13.3 106 400 35 RTSBA355F .120 12 112 12.5 5 8.4 x 3.5 1 x 36 x 4' 342 23,0 17.3 13.5 10.5 217 16,4 12,7 9.9 400 35 RTS9D35SF ,180 12 112 12.5 5 8.4 x 3.5 1 x. 36 x 4 482 38.9 29.6 232 18.3 .36.8 213.0 21.9 17.3 400 39 RTS9A390F .120 12 V2 12.5. 5 8.9 x 3.5 1 x 36 x 4 341 21.5 16.2 12.4 9.5 20.5 15.4 11.8. 9.0 400 39 RTS9D39SF .180 12 112 12.5 5 8.9 x 3.5 1 x 36 x 4 536 382 29.0 22.5 17.7 36.4 27.6 21.4 16.6 400 45 RTS0A45SF' .120 13112 13.5 5 10.2 x 4.2 1 x 36 x 4 546 23.5 17,4 12.9 9.7 22.5 16,6 12.4 9,3 450 45 RTS0D45SFI .160 13112 135 6 102 x 42 1 1 ,14 x 42 x all 44.1 33.2 25.4 19.8 42.2 31.7 24,3 19.0 450 50 RTSOASOSF` .120 131/2 13.5 5 10.2 x 3.5 1 x 36 x 4 550 15.2 11.0 7.9 5.7 14.8 10.6 7.6 5.4 450 50 41S0050S °' 180 131/2 135 6 102 x 35 1 114 x 42 x119 31.0 23.1 175 13.4 29.8 22.2 16.8 12.9 450 None: numh.r n es pox wth anc °r o la (6aeae Nn m0.9 ale MAKE Sull P:10PER ANOIST -­ IS dicalO .OM IDL�Pa1 IlLame) z Tanana men Wing m rona. ar mwha .pained Nana nom is nemndiiedes -elrn . eSnat sls, Oase pmn, m. Immpmisnlpne may.yragnfir -ell elmanemna no... ,&A-in on anon prop roar win, wind + anal lasaaruswa unng aria wee naay Was, pore sox Plat,. O Twa *o gum. .110 . 1. -a. rM Old ea Ill logsmel a to ad' Bite by all tonelM1er ORILLINC? MTTBRN Type "M11RCL, Landad, Gallerla and Vision) Type "'[Concourse Ill] Type "Z "(Credenza and Cirrus] z 516•' z "'to " minl 3/4" do. 3l4" die. hole 27116" 162mm1 2 7/16" hole 7 /6" 47/8" [124mn11 47/8" 37/6" 1213(8" 8116' (14mm1 da e. hales tlia. hole (3) di.. holes die. oles MACI -irl Poll REMiSULAR ARMS .i<.. c Designation Designation Designation Quantity I Letter & Number Letter & Number Letter & Number & Location Mt E1 Z1 - 51nge M2 F2 Z2 2 080 °P - M3 E3 Z3 3 028°x° M4 E4 Z4 4 009' M5 E5 Z5 2 MB E6 Z6 3 M7 E7 Z7 2 0 1200" NOres so Fua citing Or ill Pal 160. MOUNT NU ON °IDNS „i v, ACC[' 3081 ES Fixed 6non Designation O.D. Length 1112 tapped 111 Number hn.) (In.l &3f4" tapped had F O.D. 1 2 918 3112 C Convenience oulleF 2 2 33 4 G =Grounding lug (max. winSSNG) 3 3 12 5 H= Addil11,11 hand hole and cover - 9 3 4 12" belmn .pole top -9tNm hand hole. LENGTH NOTES: 1 Looaion is 3' ebo,kel 0" Irom hand hole. 201.1101 Is /orated 4' ata� and on saute 9ldmfe as had hole u s aped ied yAlear Receptacle not Inen;ded, coviu,n only rom. sparnaeilm. end mnen.lo. .WI iitw w:.h.el n,,a r -zrtG S T R EETW 0R Ali 1. g.t v.r I,I .y c0R,tloi. &1171 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F NO. I SHEET REVISION I BY I DA TE I NO. kJLISS- FASMAN LIQ'HTlNG DESIGN 30 August 2011 The Shops at Stonefield - Site Lighting XA -1 DATE PROJECT TYPE McGraw Edison /Streetworks N/A MANUFACTURER LAMP Two fixture heads on 17' -6" pole. ROlif,D 7APwREO S7RELPOLES ORDERiNO I1NFORIIXI0N SAMPLE NUMOER RTS8A30SF2XXG Mounting Hall No & Accessories Shaft' Wall Height Base Mounting Localion Arm (Ground Round Straight Steal Size Thickness (ft.) Type Flnlsh & JDe of Arm. Lengths Luq) R T 5 8 A 30 S F 2 X X G Bait Anchor Base Circle Belt Shaft Bolt Net, Max. Foos M[g. Catalog' ' Wali Square Dia. Proj. Size Dia. &. Wt. EPA (31. P1 IPA (Sq. R.1 Load- Include H61ghi Number Thickness (In.) QnJ (InJ (InJ Length (In.) (Lbs,l At Pole Tp 2' Above PoleopT Bracket (Lbs.) MH S BC EP B AS 70 00 90 100 70 80 90 100 2 RTS6A2 F .f20 1 72 11.0 4fi2 x '!4 x 25 x 173 I'M 22.7 17.9 14.3 27.1 20,0 25 RTS7A253F .120 10 12 17.0 4112 ZOx 3.5 3/4 x 25 x 3 214 28,1 21.4 16.7 13.4 26,0 19,8 15.5 12.5 400 30 RTSBA30SF .120 12 1/2 12.5 5 73 x 3.5 1 x 36 x 4 290 24,0 18.2 14.2 11.3 22,5 17.0 13,3 10.6 400 35 RTSBA358F .120 12 112 12.5 5 B.4 x 3.5 1 x 36 x 4 342 230 ITS 13.5 10.5 21.7 16A 12.7 9.9 400 35 RTS9D35SF .180 12 1/2 12.5 5 0.4 x 3.5 1 x 36 x 4 482 38.9 29.6 23,2 18.3 36.8 28.0 21.9 17.3 400 39 RT59A3gSF .120 12 1d2 12.5 5 8.9 x 3.5 1 x 36 x 4 341 21,5 16.2 12,4 9.5 26.5 15.4 11,6 90 40C 39 RTS9D39SF .190 12 1/2 125 5 0.9 x 3.5 1 x 36 x 4 536 38.2 290 22.5 17.7 36.4 27.6 21A 15.8 400 45 RTS0A45SF° .120 131/2 13.5 5 10.2 x 42 1 x 36 x 4 546 23.5 17.4 12.9' 9.7 22.5 16.6 12.4 9.3 450 45 RTS0D45SF' .180 131/2 13,5 6 10.2 X 4.2 1 1/4 x 42 16 632 44.1 332 254 19.8 42.2 31.7 24.3 19.0 450 50 RTS0A509F' .120 13112 13.5 5 102 x 15 1 x 36 x 4 550 15.2 11.0 7.9 53 14,9 10,6 7,6 5,4 450 50 R.TSODSOSF° .180 131/2 13.5 6 102 x 3,5 1 114 x 42 16 719 31,0 23.1 17.5 13,4 29.8 22.2 16.8 12.9 450 ii- Il-dlelog number Indud.s pole ed, anon" hulls airs doadla (aEfCPEL0a6Td' Micnin 06e MAKE SURE PROPER ANCHOR a®PIAtE Ie 0urog) '" 0OSISa Llandel R Tenon .rs v eIrnlag or a f reeiengular I ':M rmd. 1-1 I'll I. ho Ml arm P . ash1l .:r he..ima an.nrl mile pmlalrora mav,nangnuy -an tllmanalnne n d BA'e Nmd an II lim,i le, w Wia r- I. �pJhoaaulmad oil ha a wlntlne aptly WMAdi Pus 90% stanar. sPxo PP., pole. SM1lppetl In ml sa0rlonI and call 11110 tledsr d this lass, by y s Ming Ilich, DRILLING ATTERN Type "M'iRCL, Landau, Gallerla and Vwij Type "E'tCOncourse III] Type "TICredenza and Cirrus] 16" 11 X16" q � 3/4 "die. "(102mm) 3/4" die. hole 27116" hole i ] 21718 "IE2mIT] I d7/s, " [124mm] olf� 4 7/8" 3 7/8•' (zl3ro° 9ne' (14mm] (a15rs° I eta. ogles. aie.nmel3? die, holes MACHINING FOR REC4AGULAR Alt nl0l.gi Designation Deaignaticn Designation Quantity Letter & Number Letter & Number Letter & Numbr & Location M1 E1 Z1 Single M2 E2 Z2 2 0 90° M3 E3 Z3 3 0'20° M4 E4 Z4 4 009 to E5 Z5 2 Ss 90° M6 E6 Z6 3 M7 _ E7 Z7 249 126 Nines Rader m n. , Solna pl' s on peg is, 1010L24TING OFTIORI _ 40CESSOPIES Fixed &non Designation O.D. Length A =112' lapped had Number (1nl (Ind) Ol [appal hum {-0. D.3 7 2318 3112 C-Conveoience odlet' I 2 2 31 4 G- Gmuntling Idg (max.. wira WA 3 3 fl 5 H=Atldliional ha]d hole eadcn'ser- 9 3 4 12" below pile toD- 90from hand hole. LENGTH NOTES: 1 Localion Is 3' id,r,a ae-90" Irom hand hale. 2 Gotict Is Icaed 4a5odtsae and dir saute sids.^'.®I as hand ahl,uniea6 speared arrive. R ... pacle not included proviso only dri,ht,px-1, and dlrs- niche 11hinp-111 111 Coil _Igililr,g „T RIi,�,T O`Rk ,:;du. ;In;, -. _ .s 171 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F BLISS- FASMAN „ LIGHTING G1FC90i 7 February 2012 The Shops at Stonefield - Site Lighting XA -3 DATE PROJECT TYPE McGraw Edison MS250 /BU /PS Philips MANUFACTURER LAMP 250 WATT METAL HALIDE LAMP SHALL Single fixture head. BE HORIZONTAL MOUNTED WITH FLAT LENS ASSEMBLY, AREA ROUND OPTICS. ® c A -E I ® .;.> _ .t.. DESCRIPTION - 22.2.2._ -..� Gelleria's beauty and versatility make it an excellent choice for roadway and general area lighting applications. An aesthetic reveal in the formed aluminum housing gives the Galleria a distinctive look while a variety of "C mounting options and lamp wattages provide maximum flexibility.` ar Galleria's superior light distributions makes it the optimum choice for almost any small, medium cr large area lighting application. .4 SPECIFICATION' FEATURES Construction Optical plugs and are field rotatable in 90° HOUSING: Formed aluminum REFLECTOR: Choice of 14 high increments, LENS: Convex t rD housing with stamped reveal has efficiency optical systems utilizing tempered glass lens or flat glass. interior-welded Seems seems for horizontal and vertical lamp structural integrity and is finished orientations. Optional high Mounting in premiumTGIC polyester powder efficiency segmented optical Extruded aluminum arm includes coat. U'L. listed and CSA certified systems constructed of premium internal bolt guides allowing for for wet locations. DOOR: Formed 95% reflective anodized aluminum easy positioning offixtere during aluminum door has heavy -duty sheet. Optical segments are rigidly assembly. Specify arm- fnclud Ed hinges, captive retaining screws mounted inside a thick gauge mounting for contractor - friendly and is finished in premiumTGIC aluminum housing for superior single carton packaging of housing polyester powder coat. (Spider protection. All segment faces are and arm. mount unit has steel door.) clean of rivet heads, tabs or other means of attachment which may SE. GSS>GSM>G Electrical cause streaking in the light G BALLASTTRAY: Ballast tray is hard- distribution. Standard with mogul- GALLERIA mounted to housing interior for base socket. All optical modules c+ cooler operation. feature quick disconnect wi ring SQUARE 70 - 10001,11 Pulse Start Metal Hallda High Pressure Sodium DIMENSIONS ARM DRILLING Metal Hallda Arm Mount Spider Mount TYPE "M" 2.5 16 ARCHITECTURAL (69rrho mm1 114.111-11 AREA LUMINAIRE Dle. Hole A - i 2 7/1e 162mral 4Wfi'[124ol ON Ll (2) 5!8 116mm1 FIC0 Ola. noes Fixture A a C D E F Gas 91/4 1-1/2' 12 7/8 15 5m' 6" or 9 3-1/4 235m. 38mm 327mm 397 n 152mm cr 229mm 337mm GSM 11 3.1/2 19.1/4 21 3/4" G' c- 14' 15 or 18' ^ fig-, 480mrn 552mm 15So m or 358mm 381 mm or 406m, _ GSL 14-112' 4 -1/4' 25 -7 /a 27' 6" or 14 18 -3/4' or 193/4" 368mm 108m. 657m. 386mm 1621,,, or 356m, 476m, or 502mm Numn Tap cap used on GSM whh 1000W flat Piss. o ally Looped pp .,, only. WATTAGE TAB LE systems constructed of premium internal bolt guides allowing for Fixture Larnp Type for wet locations. DOOR: Formed Wattage GSS IGelleria Small) Pule, Start Metal Hallda IMP) In, 100, 1 5O High Pressure Sodium (HPS) 70 100 15oW Metal H,I'de IMH, hinges, captive retaining screws 175W --- ' - GSM /Geller a Med I m) PI Ise Start Metal Hal:de dMP) 7 100 150 175 200, 250, 320 350, 400p 450, 750 875, 1000W High Pressure Sod um (HPS) 70, 100, 150, 250, 400, 750, 10DOW Marc ' Halide tMN) polyester powder coat. (Spider 175, 280, 400, 1000W -- - --- - - - - - - - -- - -- GSLIG,IleriaLergc) .Pulse Start Metal Halide IMP) _.__._...._._._._. -_. - - -------- -- 250,32.0, 350, 400, 450760, t000W 2._._.40..__7_____.__- __. -.__._ Nigh Pressure Sodium (HPSI 250,400r 750, 1000W , ao lHallda havi 250,400,1000, ® DER Lighting H =Bolt Dimensions www.coo perH9hting -ord BP 23.LE0NARD ST NY NY 10013 212 343 8400 V 212 343 8740 F AMENDMENT 1 TOWN CENTER FINAL SITE PLAN RESUBMI TTAL TOWN CENTER FINAL SITE PLAN RESUBMI TTAL ARE STONEFIELD TOWN CENTER SUBMITTAL SHEET REVISION CJH 2-7-2012 plugs and are field rotatable in 90" n CJH 12 -14 increments. LENS: Convex -2011 CJH 10 -1 J -2011 CJH 7 -5 -2011 BY orientations. Optional high DATE 7MPLIANT rPllal °« .."nee./.. somfleuodon... IGY DATA asllaet Input We", AP HPF (185 Wattcl AP HPF 1196 Watts) G F APIPF1283Wana) G VS HPF (295 Watts) AP HPF (452 Watts) G iPS HPF (457 Watts) AP HPF BOD Wattcl MH HPF (1080 Watts) HPS HPF 010ower') Was Profeeted Area: (Sq. Ft.) ,ut Arm] .20 GSM: 240 GSL: 3.90 r MpanIII .53 GSM: 2.86 GSL: 4.45 PING DATA ximate NM Weight: (16 kni.1 136 k9 ) (40 kg..) ADHO82575 as 2010 -10 -22 13'.03:12 Gallerie's beauty and versatility make it an excellent choice for roadway ���C `y �i•.t fd3a&'. and general area lighting applications. An aesthetic reveal in the formed aluminum housing gives the Gallerla a distinctive look while a variety of mounting options and lamp wattages provide maximum flexibility.. Gallerie's superior light distributions makes it the optimum choice for almost any small, medium or large area lighting application. - SPECIFICATION FEATURES Construction Optical plugs and are field rotatable in 90" n HOUSING: Formed aluminum REFLECTOR: Choice of 14 high increments. LENS: Convex k"M4"i housing with stamped reveal has efficiency optical systems utilizing tempered glass lens or flat glass. 41/4 257/9 27 6'or 14 18N4 or 19 -3/4". interior- welded seams for horizontal and vertical lamp:n%. NOTE :"t,cPleed- ASNrvd, IMMIte Pies. v.,vinvi 1 nr peu opfnonly WATTAGE TABLE structural integrity and is finished orientations. Optional high Mounting Fixture in premium TGIC polyester powder efficiency segmented optical Extruded aluminum arm includes 2' He 1d hole asem bl 3 "x "5on anT9i ales Y p coat. U.L. listed and CSA certified systems constructed of premium internal bolt guides allowing for GSM (Gate,;, Medium) for wet locations. DOOR: Formed 951 reflective anodized aluminum easy positioning of fixture during aluminum door has heavy -duty sheet. Optical segments are rigidly assembly. Specify arm - included o': 01 hinges, captive retaining screws mounted inside a thick gauge mounting for contractor - friendly and is finished in premiumTGIC aluminum housing for superior single carton packaging of housing polyester powder coat. (Spider protection. All segment faces are andarm. - BC mount unit has steel door.) clean of rivet heads, tabs or other Il =Boil Dimensions means of attachment which may Electrical cause streaking in the light GSS /GSM/GSL BALLASTTRAY: Ballast tray is hard- distribution. Standard with mogul - GALLERIA mounted to housing interior for base socket. All optical modules SQUARE cooler operation. feature quick disconnect wiring DIMENSIONS Arm Mount Spider Mount ARM DRILLING TYPE "M'• 2.5i16" Semi 3/4" [19mm1 _._..DIa.Hola 2- 7/18" [8'2mml 4J 1a" 1124m11 (2)5/8 [161m) pit. Holes Fixture A B C D E F See 91/4" 11/2 27/6 I56^a' 6 ors' 31/4 z36mm 38 327mm 397mm 152mm or 229 337mm GSM. 11" 31/2' 19.110. 21 -3/4' a' or 14 ' 15 or 16 279mm 89 48Omm 552mm 152mm or 356m, 31 or406mm GSL 141/2 41/4 257/9 27 6'or 14 18N4 or 19 -3/4". 368mm 108mm 657m "chain 152mm or 356mm 476mm or 502mm NOTE :"t,cPleed- ASNrvd, IMMIte Pies. v.,vinvi 1 nr peu opfnonly WATTAGE TABLE 12 /te Fixture LempType Wattage GSS[Gallerla Smali Pulse Stan Metal Halide (MP) 70, 100. 150W 2' He 1d hole asem bl 3 "x "5on anT9i ales Y p High Pressure Sad um (HPS) 70, 100, 150W Metal halide (Mid) 175W GSM (Gate,;, Medium) Pulse Stan Metal Hard, (MP) 70, 100, 150, 175, 200, 250, 320, 350, 400, 460. 75D, 875, IOOOW H gh Preesum Sod um (HPS) 70, too, 158 250 400 730, 1000W Metal Heide IMH) 176 250,400 1000W GSL Galicia Long.) Pulse Start Metal 1211_ 2 "MI) 250, 320, 350, 400, 45D, 750, 1000W o': 01 High Pressure Sodium (I I_PS'i 2511.400, 750, too low Metal Halide (NI 250, 4001 1000W Cool Lighting www. ca operiighting. com 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F 70 - 1000W Pulse Start Metal Halide High Pressure Sodium Metal Halide ARCHITECTURAL AREA LUMINAIRE MIT ) M P L I A N Tl FICO .lr.telaa....N ,nlonapnry. IGY DATA ) IAIlaeY Input Wong AP HPF (185 Watts) AP HPF (198 Weta8) g 4P HPF (283 Watts) G iPS HPF 1295 Watts) AP HPF (452 Watts) G JPS HPF (457 Watts/ AP HPF S20 Watts) MH HPF (1080 Watts) HPS HPF 11100 W.hc) I Iva Prod®cted area: (so. Ft.) ,tat Arm] .20 GSM'. 2,40 GSL: 3.90 r Moum] 53 GSM. 2,86 GSL: 4,45 PING DATA Irnate Net Weight: 116 kill,gs./ 38 k) (4o kilo.) rr F.`i 1 /I I.. - -- - 3 ADH0S2675 Inc 2e10-10.22 13.03:12 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F I'T r Lmm " D 1 is Lm" N!`"l MVAN& 7200 Wisconsin Avenue 0 Suite 400 0 Bethesda, MD020814 Phone: 301.652.7400 0 Fax: 331.652.3588 k' ,I3S« ? fvtAF 'LIGHTING CIESIGN MH Ing haightl Ii] �(�.. ....._..._.� SPECIFICATION FEATURES (f nola 1. ASTM Grade sttal b¢ plate wit AM AX6 lase cover 5 •Anchor poll per ASiM A576 wth (ill (2 tat washer 125/16" and (1) lock washer NUS, washers andtteaded portion � 1 Hand ale aeaem y3 5on anTSipoles. of boll are hot dip ggl,ized. 3 hook fB /4 bill. LaJ 3•••Sleel shill rinime ld 55000 PS. Shot blasted and 4" hook for 1" bb. painted MAh pe!yeeter ppder coat. 0 4-_Drited or she, (s(YCIFy), 0 O•d• Base View FCUN WU AWHORACk, BC SIC, Bell as Bi Bolt Pojechon AB-Bell Dimensions D =Bolt Demeter D H =Belt Dmanslons T 1 a � , I........_...._ -5 F. N16 PI 000RS; I,rt E AB F =:Dark Bronze G= Gelvanlzetl S= Silver L j V-Bray W =Whia Y =Black ac I, 0. Y C .wR M f _ xi2nNg . -IT „ d." : Fd! e w. . ": a, vt K. 1 +,•N, I nLS. 11. F 170 STREFTVLOR S G' t. x< ;tltl eL 7c1t.tInns u, e- .. 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F DESIGNED BY., DRAWN BY: BLISS- HASMAN 0 LIGHTING DESIGN REVIEWED BY." 23 L_GNAHU 81 MhVV YCHK N =W YOHK. I0D13 212 343 8400 iOUN"O" Y\PE?NEO STSEL POLES ORDERING INFORM.w ION SAMPLE NOMSER: RTS8A30SF2XXG Mounting Fixture No & Accessories Shaft' Wall Height Base Mounting Location Arm (Ground Round Straight Steel Size Thickness (ft.) Type Finish & gips of A- Lengths Lug) F 7 S 8 A 10 5 F 2 X X G Bolt Arefur Base Circle Bolt Shaft Boll Net. Max. FNlure Mtg. Catalog "' Well Square Dia. Prof . Size Dia & Wt. EPA St. F11 EPA (a. Ft J' Load - Include Hei hg t Number Thickness flat (In.) (In.) (In.) Length (h.) (Lbs.) At Pole Up 2' Above Poe oT Bracket (Lbs.) MH S BC BP B AS 70 80 90 100 70 60 90 100 20 11, A20SF .120 10 112 11.0 4 112 6.3 x 35 3/4 x 25 x 3 173 29.6 22.1 17.6 14.3 27.1 2lia 162 13,1 400 25 fiTS7A25SF .120 10 112 11.0 4 1/2 7.0 x 35 3/4 z 25 x 3 214 28.1 21.4 167 13.4 26.0 19.8 15.5 12.5 400 30 RTSBA3OSF .120 12 1/2 12,5 5 7.7 x 3.5 1 x 36 x 4 290 24,0 18.2 142 11.3 22.5 17.0 1.3,3 10.6 400 35 RTSBA35SF .120 12 112 12.5 5 8,4 x3.5 1 x 36 x 4 342 230 17.3 13.5 10.5 21.7 16.4 12,7 9.9 400 35 RTS9035SF .t 80 12 12 12.5 5 6,4 x 35 1 x 1 x 4 432 38.9 29.6 23.2 18.3 36.6 28.0 21,9 17.3 400 39 PTS9A395F .120 12 V2 12.5 5 6 x .9 3.5 1 x 36 x 4 341 21:5 16.2 12,4 9.5 20.5 15.4 11.8 9.0 400 39 RTS9D39SF .180 12 12 12.5 5 8,9 x 35 1 x Ti x 4 :36 36.2 29.0 225 17.7 36.4 27.6 21,4 16.8 400 45 RTS0A45SFI .120 13 lit 13.5 5 10.2 x 42 1 x I x 4 516 23.5 17A 12,9 9.7 22.5 16.6 12.4 9.3 450 45 RTS0D4581`' .180 13 112 13.5 6 102 x 42 1 114 x 9 x 6 832 441 332 25,4 19,8 42.2 31.7 24.3 19.0 450 50 PTS0A505F' .120 13 112 13.5 5 10.2 x.35 1 x a� x 4 510 15.2 11.0 7.9 5.7 14.8 10.6 7.6 6.4 450 50 RTS0D50SFe 180 13 112 135 6 10.2 x 35 1 114 x 0 x 6_719 310 23,1 ITS 13.4. 29.8 22.2 16._8_12.9 450 ,oral xMaiog 'um. leer par win .car I a a er (eawRauuav I'll cols I'll "I PaoPER I'll egAMPLATE s gee NSO roan coeval Ir4rnNa) z Taon s m.m.Mg do l.ngmm a mmlth o.mnaea. Hood n . mandou ahgm zo, B Enen 11 *1 air mchor Iasi polanlons "111111111-rll "over. n met -EPA's h." . dell phoerra all, and normd is Ihi atlaulaad uring hex We veloa t/ er lateral 0", 30`b giueclol. s No dt� p,,s snpp. W ."y pmn togolna, al he 9h eon W slpinrnq Idunw DRILLINO ATTERN Type "WIRCL, Landau, Gllaria and Vslonj Type 'E "(Concourse III Type `^Z'(Credenza aam Orusj 2 5116" 2 3116" 4" [102mm1 '114" or a. 3/4" do. hole 27116" hole 7/g:: 27118 1821 1 47/8" 1124mm) 4 Tat' 3 WE, (2J 3/e" 9.18114m m1 d19. holes ills hula {3) 12) ridie. . h holes MACkirf!NG FO 4ECANGULAR ARN S'R:, ;i Designation Designation Designation Quantity Letter & Numbe Letter & Number Letter & Number & Location M1 E1 Zt Single M2 E2 Z2 2 0 80° M3 E3 23 3 020° M4 E4 Z4 4 09° M5 E5 75 2 0 91 M6 E6 ZI 3 0 0" M7 E7 Z7 2 0 g0° done: R. I,- D g ad n peg 10. M OWN 111 ri G 012N l -;e 4s I, I, ACCESSORIES Fixed Than Designation 010, Length A =1/2" Ipped hub Number (In.l (In.) 5 =314" 14,ped hub F D.o.� 1 2316 3 112 C =Convenience OLtlel' 2 2 X 4 G =Grounding lug (max. wire SW%) 3 3 8 5 H= Addltionzl hard tole am ower- 8 4 12° below doe tp -90hom hand hole. LEN GTH NOTES: t Location Is 3' above 5 -90" Irom hand hie. 20ullet is I.Mod 4' ebtmse ad on. ®me side pile -� s Yard h spcitied dial Recaps. hid holuded pnv' °bn only I t.i,Sx,MCemn.and dr,ns s01' roilswltM1aut mica. 150 c ,. ST,'REE:73i'0s4B 04t2:c du ?9 $,I,,'W , 171 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F PROJECT. « THE SHOPS A T S TONEI ELD SET REV. NO. TOWN CENTER A RB SUBMITTAL DRAWING NUMBER: TI TLE: LIGHTING FIXTURE DETAILS FILE NAME: SCALE: DATE: SHEET NUMBER: LT- 13 12 -14 -2011 6A_ 1 _ _ i -,_ SPECIFICATION FEATURE$ 101- L ha ,hole 1 ASTM Grade sloe 4e late wth A8 A -`66 base cover $---Anchor bdt per ATM A576 r(P,,b, (2) 081 washer 12 /te and (1) lock washdduls, wshwN ors ardlfeaded portion =LL ' � 1 2' He 1d hole asem bl 3 "x "5on anT9i ales Y p of licit are hot dRan�d. 3' hook fd /4° bolt, L C L 3 ••Sloan shaft minimum Old 55,000 PSI She! bladed and 4" hook for 1" bill painted with polyster powder coot. -.© 4 • • • Drilled or each (specify). o': 01 6 B.ao Vlew L -SJ FOUR ECK ANCHORAGE, + - BC BC =Bolt Cicle RP- =Boll Projection Il =Boil Dimensions O =OOIt Diameter p H =Bolt Dimensions BP :­Jil ?,:':; K AS F =Dark Bronze C=Galvanized S= Silver LHj�, V =Grey W =White Y =Black 4'fAR+NG "..F Jf:S Ox W r^ :::O" ,.,t, Y sLc, 'S"-, a }.f rt..., lc,i, ::. a..S u ":. 6. ::: Ol hid 'rHr. ,,,N A .v. 11 . A t .0 , a ze,.. s 5 ,v s riY eh a:,c+n "I", ++.:,Its M, /nl" i5 . s.:'.a,, 170 STREETi' ORhS Oul:,o: E I- .i: ;,ry ,;.1I , ina 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F I'T r Lmm " D 1 is Lm" N!`"l MVAN& 7200 Wisconsin Avenue 0 Suite 400 0 Bethesda, MD020814 Phone: 301.652.7400 0 Fax: 331.652.3588 k' ,I3S« ? fvtAF 'LIGHTING CIESIGN MH Ing haightl Ii] �(�.. ....._..._.� SPECIFICATION FEATURES (f nola 1. ASTM Grade sttal b¢ plate wit AM AX6 lase cover 5 •Anchor poll per ASiM A576 wth (ill (2 tat washer 125/16" and (1) lock washer NUS, washers andtteaded portion � 1 Hand ale aeaem y3 5on anTSipoles. of boll are hot dip ggl,ized. 3 hook fB /4 bill. LaJ 3•••Sleel shill rinime ld 55000 PS. Shot blasted and 4" hook for 1" bb. painted MAh pe!yeeter ppder coat. 0 4-_Drited or she, (s(YCIFy), 0 O•d• Base View FCUN WU AWHORACk, BC SIC, Bell as Bi Bolt Pojechon AB-Bell Dimensions D =Bolt Demeter D H =Belt Dmanslons T 1 a � , I........_...._ -5 F. N16 PI 000RS; I,rt E AB F =:Dark Bronze G= Gelvanlzetl S= Silver L j V-Bray W =Whia Y =Black ac I, 0. Y C .wR M f _ xi2nNg . -IT „ d." : Fd! e w. . ": a, vt K. 1 +,•N, I nLS. 11. F 170 STREFTVLOR S G' t. x< ;tltl eL 7c1t.tInns u, e- .. 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F DESIGNED BY., DRAWN BY: BLISS- HASMAN 0 LIGHTING DESIGN REVIEWED BY." 23 L_GNAHU 81 MhVV YCHK N =W YOHK. I0D13 212 343 8400 iOUN"O" Y\PE?NEO STSEL POLES ORDERING INFORM.w ION SAMPLE NOMSER: RTS8A30SF2XXG Mounting Fixture No & Accessories Shaft' Wall Height Base Mounting Location Arm (Ground Round Straight Steel Size Thickness (ft.) Type Finish & gips of A- Lengths Lug) F 7 S 8 A 10 5 F 2 X X G Bolt Arefur Base Circle Bolt Shaft Boll Net. Max. FNlure Mtg. Catalog "' Well Square Dia. Prof . Size Dia & Wt. EPA St. F11 EPA (a. Ft J' Load - Include Hei hg t Number Thickness flat (In.) (In.) (In.) Length (h.) (Lbs.) At Pole Up 2' Above Poe oT Bracket (Lbs.) MH S BC BP B AS 70 80 90 100 70 60 90 100 20 11, A20SF .120 10 112 11.0 4 112 6.3 x 35 3/4 x 25 x 3 173 29.6 22.1 17.6 14.3 27.1 2lia 162 13,1 400 25 fiTS7A25SF .120 10 112 11.0 4 1/2 7.0 x 35 3/4 z 25 x 3 214 28.1 21.4 167 13.4 26.0 19.8 15.5 12.5 400 30 RTSBA3OSF .120 12 1/2 12,5 5 7.7 x 3.5 1 x 36 x 4 290 24,0 18.2 142 11.3 22.5 17.0 1.3,3 10.6 400 35 RTSBA35SF .120 12 112 12.5 5 8,4 x3.5 1 x 36 x 4 342 230 17.3 13.5 10.5 21.7 16.4 12,7 9.9 400 35 RTS9035SF .t 80 12 12 12.5 5 6,4 x 35 1 x 1 x 4 432 38.9 29.6 23.2 18.3 36.6 28.0 21,9 17.3 400 39 PTS9A395F .120 12 V2 12.5 5 6 x .9 3.5 1 x 36 x 4 341 21:5 16.2 12,4 9.5 20.5 15.4 11.8 9.0 400 39 RTS9D39SF .180 12 12 12.5 5 8,9 x 35 1 x Ti x 4 :36 36.2 29.0 225 17.7 36.4 27.6 21,4 16.8 400 45 RTS0A45SFI .120 13 lit 13.5 5 10.2 x 42 1 x I x 4 516 23.5 17A 12,9 9.7 22.5 16.6 12.4 9.3 450 45 RTS0D4581`' .180 13 112 13.5 6 102 x 42 1 114 x 9 x 6 832 441 332 25,4 19,8 42.2 31.7 24.3 19.0 450 50 PTS0A505F' .120 13 112 13.5 5 10.2 x.35 1 x a� x 4 510 15.2 11.0 7.9 5.7 14.8 10.6 7.6 6.4 450 50 RTS0D50SFe 180 13 112 135 6 10.2 x 35 1 114 x 0 x 6_719 310 23,1 ITS 13.4. 29.8 22.2 16._8_12.9 450 ,oral xMaiog 'um. leer par win .car I a a er (eawRauuav I'll cols I'll "I PaoPER I'll egAMPLATE s gee NSO roan coeval Ir4rnNa) z Taon s m.m.Mg do l.ngmm a mmlth o.mnaea. Hood n . mandou ahgm zo, B Enen 11 *1 air mchor Iasi polanlons "111111111-rll "over. n met -EPA's h." . dell phoerra all, and normd is Ihi atlaulaad uring hex We veloa t/ er lateral 0", 30`b giueclol. s No dt� p,,s snpp. W ."y pmn togolna, al he 9h eon W slpinrnq Idunw DRILLINO ATTERN Type "WIRCL, Landau, Gllaria and Vslonj Type 'E "(Concourse III Type `^Z'(Credenza aam Orusj 2 5116" 2 3116" 4" [102mm1 '114" or a. 3/4" do. hole 27116" hole 7/g:: 27118 1821 1 47/8" 1124mm) 4 Tat' 3 WE, (2J 3/e" 9.18114m m1 d19. holes ills hula {3) 12) ridie. . h holes MACkirf!NG FO 4ECANGULAR ARN S'R:, ;i Designation Designation Designation Quantity Letter & Numbe Letter & Number Letter & Number & Location M1 E1 Zt Single M2 E2 Z2 2 0 80° M3 E3 23 3 020° M4 E4 Z4 4 09° M5 E5 75 2 0 91 M6 E6 ZI 3 0 0" M7 E7 Z7 2 0 g0° done: R. I,- D g ad n peg 10. M OWN 111 ri G 012N l -;e 4s I, I, ACCESSORIES Fixed Than Designation 010, Length A =1/2" Ipped hub Number (In.l (In.) 5 =314" 14,ped hub F D.o.� 1 2316 3 112 C =Convenience OLtlel' 2 2 X 4 G =Grounding lug (max. wire SW%) 3 3 8 5 H= Addltionzl hard tole am ower- 8 4 12° below doe tp -90hom hand hole. LEN GTH NOTES: t Location Is 3' above 5 -90" Irom hand hie. 20ullet is I.Mod 4' ebtmse ad on. ®me side pile -� s Yard h spcitied dial Recaps. hid holuded pnv' °bn only I t.i,Sx,MCemn.and dr,ns s01' roilswltM1aut mica. 150 c ,. ST,'REE:73i'0s4B 04t2:c du ?9 $,I,,'W , 171 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F PROJECT. « THE SHOPS A T S TONEI ELD SET REV. NO. TOWN CENTER A RB SUBMITTAL DRAWING NUMBER: TI TLE: LIGHTING FIXTURE DETAILS FILE NAME: SCALE: DATE: SHEET NUMBER: LT- 13 12 -14 -2011 6A_ 1 _ _ i - K M SLISS•FASMAN 1111. LIGHT €N D --SIGN Gallerie's beauty and versatility make it an excellent choice for roadway r and general area lighting applications. An aesthetic reveal in the formed aluminum housing gives the Gelleria a distinctive look while a variety of mounting options and lamp wattages provide max mum flexibility. Galleria's superior light distributions makes it the optimum choice for rlt 'pie.. almost any small, medium or large area lighting application. SPECIFICATION FEATURES E F Los 9.1/4' 1-1/2" 1Z 7/8 1511 e or9 3-1/4 Construction Optical plugs and are field rotatable in 90° 6 or 14 15 or 16 HOUSING: Formed aluminum REFLECTOR: Choice of 14 high increments. LENS: Convex eI li r s housing with stamped reveal has efficiency optical systems utilizing tempered glass lens or flat glass. opflcs only. interior - welded Seams for horizontal and vertical lamp - -s ACCESS AND MINOR ROADS structural integrity and is finished orientations. Optional high Mounting ]0, 100,150W in premlumTGIC polyester powder efficiency segmented optical Extruded aluminum arm includes 175W coat. U.L. listed and CSA certified systems constructed of premium internal bolt guides allowing for 70, 100, 150, 250, 4D0 750, 1000W for wet locations. DOOR: Formed 95% reflective anodized aluminum easy positioning of fbcture during . 250, 320 350 400 450 73o_t00nW aluminum door has heavy -duty sheet. Optical segments are rigidly assembly. Specify arm - included 2504001000W hinges, captive retaining screws mounted inside a thick gauge mounting for contractor - friendly and is finished in premium TGIC aluminum housing for Superior Single carton packaging of housing he polyester powder coat. (Spider protection. All segment faces are and arm.' mount unit has steel door.) clean of rivet heads, tabs or other L H: 300mm, 6: 200mm, 500mm SX 97-314. ,•i' ___ ._._._._._._._._ ._ -__ _. ______11__11 - ___11.11 _._._.__.__ Bracket means of attachment which may Pole top anTl for spigot 0: 60mm, of galvanised steel, painted. G7.7(67111Y1/47 Electrical cause streaking in the light Single arm .pole top 0 76mm: L 500mm, SX 97 302 ?;? poi_- _ -._.__ Double arm, e top 0 76mm, L 200mm, SX 97-307- '.'. �7L BALLASTTRAY: Ballast tray is hard- distribution. Standard with mogul- 1111. GALLERIA mounted to housing interior for base socket. All optical modules plate set, CE- approval according to EU construction - product regulations, supplied operation. feature quick disconnect wiring SQUARE R 5000 / 1000mm pole top 0: 76mm LPH: 5950mm SX 018 16 70 - 10DOW DIMENSIONS ARM DRILLING Amt Mount Spal Memt TYPE "M" 2 -5/18" (59mmj 3/4" 1lemrnl Die. Hole A 2 -7MS" [taro) L 4-70' [124..1 B - ___ 12)5(8 "Ilo -I D'a, Holes Future A B C D E F Los 9.1/4' 1-1/2" 1Z 7/8 1511 e or9 3-1/4 231 31 327mm 397m. 152ramor229mm 337mm GSM 11 3-1/2 191/4 213/4 6 or 14 15 or 16 279mn• 89rr 48omm 552mm 152mmor356mm 381 in Or 406mm GSL I'l 4-1/4 25.7/fl 27 6 or 14 183(4 or 19 -3/4 368mm room. S57mm Salomon 152onmo056mm 476mm or 5021mm Nral Tap cep uaea on ao-th 1000- leAlas vertically le,lped opflcs only. WATTAGE TABLE , DISCERA BASYS 600 - -s ACCESS AND MINOR ROADS _ Fixtu re Lam PTYPe ._ ._._._---- ._._._._ ,.._._._._._. Wa tta9e 685 Gelled. Small) Pulse Start Meialllalide hi P) ]0, 100,150W High Pressure Sodium (LIPS) 70, 100, 15OW Metal Hnl de iMHI 175W GSM (Geller s Medium) Pt Ise Start Metal Hal de (MP) 1111... 1111. 70, road 150, 175, 200 250, 320, 350, 400,45D, 750, 875, 1000W -._ -_ - _ ...................... ........._.._._.__... .... ...... ,. ____.__.._......._. High Pressu'. Sod /m (HPS) 70, 100, 150, 250, 4D0 750, 1000W Metal Hallda Anr) 175, 250, 400, 1000W GSL ford aria Large) Pulse s[nn Met _I Hal de IMP) 250, 320 350 400 450 73o_t00nW High Pressure Sodium hill 250, 400, ]60, 1000W Moral' idn)MH) 2504001000W .,x x.a >rltrn . =c 't5tl5'ss aS. Ni. 3tos#a5 - iFav at 1es° . COOPER Lighting wes- cooperii ghtl n g.eom 500 23 LEONARD ST NY NY 10013 212.343 8400 V 212 343 8740 F r BLISS-FAS AAI .w „< LICsf"PTING DESIGN Pulse Start Meta[ Hands High Pressure: Sodium Metal Halide ARCHITECTURAL AREA LUIMINAIRE )M PLIANT FCO : In eil flee area eenvulatlpng Dory. i DATA in le" Inputwette NP HPF (185 Wmtsl NP HPF (198werV NPHPF (283Wens) c APS HPF (295 Wens) NP HPF (452 Wan.) 6 ­PS HPF (467 W.ncl VIP HPF (820Watts) MH HPF (1080 Watts) HPS HPF 0100 Watts) ne Prelectetl Area: (Sol. Ft) tut Arm] .2o GSM 2.40 GSL: 3.90 Meant] .53 GSM: 2.86 GSL 4A5 PING DATA t imate Net Al lSM: (16 kgs.t 138 m-1 (40 kgs.) r AL ;-Y 11 u? ADHO)82575 be 2010-10-22! 13:03:12 5 July 2011 li 146mm, for bracket fitter 0: 60mm, The Shops at Stonefield - Site Lighting XB DATE :fit ttry �� arms, For mounting on our recommended PROJECT TYPE Selux al er(PAL 9006) `3' I Elite100/T6 /930 (Phi(lips) MANUFACTURER Ilo sng made of decast alun'ntum, 'ga LAMP One fixture head glass, stainless stew threaded nsierts for Base Visw ROAD LIGHTING , DISCERA BASYS 600 - -s ACCESS AND MINOR ROADS s}}Jr yy �ry maintenance ac ss with flush one hand R -? CAR PARKS 1 C , operated t' to provide a durable acrylic enamel flnisn. 1111`- INDUSTRIAL AREAS 11 11 - -.t PUBLIC PARKS cl(� tra /xv� gala a �-, OI'tLf -all kyourts, for planning assistance :tip h DISCERA BASYS 600 brackin mounted li 146mm, for bracket fitter 0: 60mm, f sting can be combined with a variety of tx -,x protect on category IP66 protection class :fit ttry �� arms, For mounting on our recommended I with option class II, standard colour poles al er(PAL 9006) `3' painted with polyeier powder coat, A,: 0,07 ore, we'gal 12 kg Ilo sng made of decast alun'ntum, 'ga Bracket mounted fitting SX 322 - ryp d yr : rn m stainless steel, toughened will bracket, nithout pole glass, stainless stew threaded nsierts for Base Visw regularly ed tying - positions, s si loss WSJ steel scow s, lea re tool se easy wire. s}}Jr yy �ry maintenance ac ss with flush one hand R an 1 C , operated t' to provide a durable acrylic enamel flnisn. beereplacedawth Without tookP E w ry �Tt + srrrreity ki S c asymme ric i 11 11 1 1��tyy.g11i h'ghprformence mirror optics - VARIO- p cl(� tra /xv� gala a �-, OI'tLf -all kyourts, for planning assistance Options •For complete list and detailed (1112 i �.y y i. pieasz contact clot, 0. 600mm, B° HST Hrr CE H IT-COS • 609 .- 2 VARIO- OPTIC: TOW Y is 70W a :'I NtrR� 1111 LUx FIalt AyK 17310 ki t; a T 10I310V J x t; OhYv 1 'erziiUl -T1� or ':5 CM f31 _ IVclax �3n ° K 37p P'. All .,x x.a >rltrn . =c 't5tl5'ss aS. Ni. 3tos#a5 - iFav at 1es° . .f,U{€ 711: VR.373 ^0 Ii LVx 71,9 F -Dark Bronze 500 ¢ g he G= Galvanired z000 Wall bracket With wall -plate of galvanised steel painted bracket fitter 0: 60mm. o-3ooc L H: 300mm, 6: 200mm, 500mm SX 97-314. ,•i' ___ ._._._._._._._._ ._ -__ _. ______11__11 - ___11.11 _._._.__.__ Bracket Pole top anTl for spigot 0: 60mm, of galvanised steel, painted. 170 SrIIEETWORNS U; :cool Single arm, pole top 0: 76mm, L: 100mm, SX 97- 300 - IAz 100 509 'f Single arm .pole top 0 76mm: L 500mm, SX 97 302 ?;? poi_- _ -._.__ Double arm, e top 0 76mm, L 200mm, SX 97-307- '.'. _ Double arm, pole top m: 76mm, L: 1000mm, SX 97- 308 `-, 1111. Recommended Poles: i t 1DD0 -N- Conical galvanised steel pole, painted, with extended buried base and anti -sink plate set, CE- approval according to EU construction - product regulations, supplied i with IP 54 fuse box 2x5x16mnrl for loop in- and -out. H: 4500 / 800mm pole top 0'. 76ol LPH: 4450mm SX 037 16 x R 5000 / 1000mm pole top 0: 76mm LPH: 5950mm SX 018 16 _ H: 8000 / 1200mm pole top 0: 76mm LPH: 7950mm SX 019 16- di - I -PGZ12 base'f a, Phi os Ces -Rclis (i OT {OS)- ; ') Please complete reference no. w in the relevant codes for optic, lamp and colour, E Speaficatron example Luminarre with Bracket and Pole ,': t71.tERR BAaS`,S asyTn HS7"7DtN silver :. ��t�600 l ego i R r 3',' SX 322 111 - a ' - .Fisti',g,;, dy°.bgi:�i ,�1,#„tlg3 e t } eE,, SX 097 -302- 3 ;. 1111 :.: t�'.<.? SX 03716 - ,..t+ol$ , , ,' '5X43716 < ,Hi.450't(IOIrE11r ,. ...,.a....,. Colour code: ,. silver (RAL 9006) -, choice of colours - 41. CE) ''.IP66 i1K101i I LVK__se!ux.de /Ivk D.Zky-_frlend 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F EET REVI SI r� M FaG €SS• ASMAIt LIGHTING DESIGN �. :>f • 1 9 � i , POLES Y 1 Imo! SPECIFtCATION FEATURES 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F t3l)5S• :FASk9A tjGHTING DESIGN 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F AMENDMENT #1 TOWN CENTER FINAL SITE PLAN RESUBMI TTAL TOWN CENTER FINAL SITE PLAN RESUBMI TTAL ARE STONEFIELD TOWN CENTER SUBMITTAL SHEET REVISION CJH ._._..... 1t 5118^ ._......_1 and (1) lock washerNut, washers an0eaded panic) 2•••hand onto resemb!19"x "5on onTM poles of bolt are hot dipangadd. 3" hookfo3 /4" ball. L J B CJH 3-- Steel shell mio)muni 55,000 PSI. Sholbboad and 4^ honk to 1" bb. CJH painted with polyeier powder coat, BY g 4 4 • • Drilled cr edon (specify).. Electrical - Electronic, HPF ballast, lamp a O,d Base Visw -Small profile with smooth d WSJ _,jI .Indoor; non- gasketed, captive extrud- w wire. FOUR BOir ArIcHDRAGE sae u 1 iNex; tine; - an 13(i Ciole EP =Bch Projection to provide a durable acrylic enamel flnisn. AB -Bolt Dimensions .,ppfica-, D -Bolt Unocaler p H =Bolt Dimensions Options •For complete list and detailed applications. p B° c` t Mounting - fully adjustable and lockable d descriptions, refer to Options Section. e� E E� machined tm B FINISH COLOR31 :lZee :n,er ;.y ,t'ar,] All " F -Dark Bronze ¢ g he G= Galvanired V =Grey W =White - Y =Black NAa4 ) ,C .o.'.. . A 3 M1 9. t "1E 'rr WA p , r :xPoI u e. :a ., a 11x9 ?. ..'.,I N .1AC xxcr LR 8, rat_ t , IS AI.(: Y .. a 10T N11111 3 n.111E 4 tE as STICK. 170 SrIIEETWORNS U; :cool ! _h'¢ :g y ir: 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F t3l)5S• :FASk9A tjGHTING DESIGN 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F AMENDMENT #1 TOWN CENTER FINAL SITE PLAN RESUBMI TTAL TOWN CENTER FINAL SITE PLAN RESUBMI TTAL ARE STONEFIELD TOWN CENTER SUBMITTAL SHEET REVISION CJH 2 -7 -2012 � rx P CJH 12 -14 -2011 CJH 10 -13 --2011 CJH 7 -5 -2011 BY DA TE BLISS- FASSMAN � LIGHTING DESIGN 7 February 2012 The Shops at Stonefield - Site Lighting XA -4 DATE PROJECT TYPE McGraw Edison MHC150 /U /M /3K/ALTO Philips Mastercolor MANUFACTURER LAMP ROUND NPEREC, $T',_ t. POLES ORDERING INFORh1A'ION SAMPLE. NWIs EP: RT98A308F2XX0 Ni fixture No. & Accessories Shalt' Wall Height Base Mounting Location Arm (Ground Board Strtight Steel Size Thickness ('1.) TS'ps Finish & ype of Arms Lengths Lu0) R T 6 8 A 30 6 F 2 x X G Bon Anchor Rase Circle Rol, Shaft Ed, Net Max.] finale M tg. Catalog" Wall square ('it Proj, Size Dia, &. 11, EPA (9l. Ft'.) EPA (Bq. R1 Lcad- Include Height Number Thickness (In) ('it ) (In) (In) Lan tit (ht ILbs) At Pole Tip 2' Above PolmpT Bracket (Lbs MH s so BP B A9 70 80 90 100 70 80 90 100 20 RT36A20SF ,120 10 112 71.0 41/2 6.3 x3.5 374 x 8 x 3 173 29.8 22,7 17.8 14.3 27.1 20.6 16.2 13.1 400 25 RTS7A25SF ,120 10 1/2 11.0 41/2 7.0 x 3.5 314 x S x 3 214 28,1 21,4 76.7 13.4 26A 19.8 15.5 12.6 400 - 30 RTS8A30SF .120 12 1I2 12.5 5 7.7 x a; 1 x 36 x 4 290 24,0 782 14.2 11.3 22.5 17,0 13.3 10.6 400 35 RTSOA35SF .120 12 112 12.5 5 8.4 x 3,5 1 x 36x 4 342 230 17.3 13.5 10.5 21.7 16.4 12.7 9.9 400 35 RTS9035, .180 12 1!2 12.5 5 8.4 x 3.5 1 x 36 x 4 482 38.9 29.13 23.2 18 3 36.8 28.0 21.9 17.3 400 39 RTSOA39SF ,120 12 112 12.5 5. 8.9 x 3.5 1 x 36x 4 341 21.5 16.2 12.4 9.5 20.5 15.4 11.8 9.0 400 -I 39 R73SD39SF .180 12 112 12.5 5 82 x 3.5 1 x 36 x 4 536 382 29.0 22.5 17,7 364 27.6 21.4 16.8 400 45 RTSOA45SF° .120 13 112 13.5 5 10.2 x 4.2 1 x 36 x 4 546 23.5 17.4 12.9 9.7 22.5 16.6 12A 9,3 450 45 R7S0D4l .180 13 112 13.5 6 10.2 x 4.2 1 14 x 8 x 6682 44.1 312 25.4 19.6 422 31.7 24.3 19.0 460 50 RTSOA503F° .120 13 112 13.5 5 10.2 x 3.5 1 x 31 4 550 15.2 11.0 7.9 5.7 14.8 10.6 7.6 5.4 450 50 RTSOD50SF° .180 13 112 13.5 6 10.2 x 3.5 1 114 x g x 6719 31.0 23.1 17.5 13.4 29.8 22.2 16.8 12.9 450 nuns te'laa no,w, indudea pplelt inand lo-ii, daabe na (BeRORILL- AE1lne am MME e"3PE 11paR ArCNcR FOVa -sla Cor Na) FROM Corn LorTNO) 2 Tmen s ar. mair'.ng for nelesler erns a uet ae apecr:at. Hen, hale le Ieenelrt¢p-e"n. - 3sv" am, loam pleb, enrM1abpnN pro ttl!pren mari9'al!9hay - all dlnenei- nomkel. EVA9 based o pop.al!v w 1. eN.ta heal eaing bee w. elory ir- p ar6 Lee", 11Ym pea pale. 811,ed mnvo ettbbna and a ­ill lamed ropier et ens abdsue by soenhkpmer DRILLING AT'ri Type "M't RCL, Landau, Gloria am Vision) Type "IFICar -send Type "2' {Cretle�nzu and Cirrus] Z"In' 27'A /16" 4 "nips..] 3/4" dia. 3A' dia. hole hole 7 27116 Ia2mm1 4 7/8" [124. m1 4]/0" � 3718" f213/8" 9116" 114m ml 121518" dia. holes dia. rid 14 die. holes - MA"HNING FOR Ps='GULAR Arlhaaaldv Designation y Designation Designation Quantity Letter & Number Letter & Number Letter & Harbor & Location M1 Et zi Single M2 E2 Z2 2 0 610° M3 E3 Z3 3 02a° M4 E4 Z4 4 009 M5 E5 ZS 2 0 90` Mal E6 26 3 0 90° re E7 17 2 0 120° orms Refer -.np L "lie,. ton DUNTi NI. OPT ONS' ,.i 1i fl,Ehx'. ACO...;a09 E8 Flied Inon Designation O.D. Length A =ill" topped but - Number (Im_j (in.) 8 =314" tapped hub r-0.R� 1 23'8 3112 C=Convenience outlet I 2 2 31 4 G =Grounding lcii (max. wire#SNW �I 3 3 tx 5 H =Addifional hand hole and cover - I 9 3 4 12" below pole top- 90rrom hand hole. ENGTH NOTES: t Lcoallon. Is 3' abovebee -90` from hand hole, 2oaba)is lea ibesse a peamerole al hand lo speslled data R aaotacla not ar,ndl Pv 1/ udrallm:'oneeand d :mensoa e". tanergevrlhaut "I 'l „e,one gintzi •, "FREET;MORKS c_c• 11." „eta' : :rns171 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F E t ern jk I , e � a � rx P Profile - P1 (basic): Anodized, extruded a '�. aluminum specular reflector with extruded P Performance - Asymmetric distribution aluminum housing and solid aluminum p provides a concentration of light on tar - El endcaps and stainless steel hardware. g get surface for smooth illumination. with P1 hasic profile to create P2, P3 & E Electrical - Electronic, HPF ballast, lamp �ht esll'� p protected. The minimum pull ofbal- -Small profile with smooth d lasts will be used. Provide 901C supply _ _,jI .Indoor; non- gasketed, captive extrud- w wire. regressed lens. F electrostatically applied wet • I[EE ' v' extruded aluminum dool window t to provide a durable acrylic enamel flnisn. EEEE :� cutout f .,ppfica-, 1IeI a a for both indoor and outdoor O Options •For complete list and detailed applications. p c` t Mounting - fully adjustable and lockable d descriptions, refer to Options Section. e� E E� machined tm B Itra non) I _11 -tna'- (282mm) IEEE{ E I w o moo g p , standoff o Les - i R Ll R&-, ate a clean appearance. I 11.1n6• 282 I mm) \ \ � 0 Refer to mounting. codes below and on opposite page for how to specify I) "4ip1' v t( single and multiple fix - 7' >•' v tureapplications. -------- E PROFILE TYPE LAMPING VOLTAGE MOUNTING FINISH OPTIONS CLASS E r---- k E .,4 •,71, 11 t - ^*11 , 11- O Indoor 124T8 Integral Ballast SGW: Semi -Gloss X: No Options STD: Indicate LOCattOn8: 13676 Wall Mount Knuckte White Gnly when (damp Iahei) 1g8T8 1B: Internal Baffle, specifying a P1 z'S : SOB: Semi -Goss EM: Emergency standard. 81: 160T6et- Black g y (basic) Small slxl(S' Alai Battery (not available 272TO sIY1L (. n e d) Integral 296TS slxla.aplhr a) ALP: Aluminum Palm fm' 2' ands lengths) MOD: Indicate 31x11 Om rrn ii (matte finish) when specifying fiO:(MOD) any modification. P2 Outdoor r select an" Wall Mount: Simple LGP: Light Gold Special Option Solid Locations: 124T5 or 124T5/HO vc-.„ Iridescent (solid) d ;neat label] 136T5 or 136T5/HO (gloss finish) I^ ' OM: Dimming Ballast sis (s Ala 7� 148T5 or 14875 /HO ) (T5IHO only) 1` J� sls L(. nFlm I Pale Bronze S]Wr: i60T5 or 160TS1H0 slslatRehrE) Opfions - For Complete Small 27215 or 272TSIHO slsa p r :i n',ni) Paint(gloss finish) list and detailed P3 Integral 29GT5 or 29BT5 /HO Ceiling Mount Knuckle SPF: (STD) descriptions, refer El (perforated) We1 slxe(s Ar) Standard Painted to Options Section. � SIxaL( ae,d) delor tone 23BT51HO F S194Rn9gMeal determined 23675/110 °?;r' alxel pr. n,l.e�ar) 'P5 248T5/H0 GPF: (MOD) (short) 26OT5/HO Ceiling Mount: Simple Custom Painted F54.75/HC 4721`51H4 ' sle( sISALsI nrym) End) Finish Rnferto Technical �r 496111 (i :'. 3:5111 night E, d) Section for detailed 3lSe10 , ,mesa) Photordefiy Reports, Report #13121 N6tb P6 (shy +r[vb b �I-,, hot pirb9t, AI1a sadra s oolfil6 sitIndingya the 2 or heels taeedpEldb6 edtidnt det�i 4 Wigan a t�$„TS.adtl Ta>23S,Itd'Citp�p44'ftxtE4 poodysis�temparafu €es, belo./,6�1,Fakaz,°,�a , ., r. ,,,, , . , . I. ...,,,,.i - All fixt fires U.L. listed; (USA & Canada). O Capyr!ght 2006 Winona Lighting • 3760 West Fourth Street -PO Box 1205- Winona.MN 55987-7205 This catalog page is available online_ 1 -800 -328 -5291 - 507 - 454.5113 (MN) - FAX 567. 452 - 8528 - www,wiRenallghting.com 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F L 0"%&AVAN&'E$m'lff-'k ED N�&5 7200 Wisconsin Avenue 0 Suite 400 0 Bethesda, MD 020814 Phone: 301.652.7400 0 Fax: 301.652.3588 ? EILISS- 'FASMAN 1 DESIGN 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F ElISS- F'ASh,1AN LIG 'IT tN0'DESIGN r r 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F PROJECT. THE SHOPS AT STONEFIELD SET REV. NO. TOWN CENTS ARB SUBMITTAL RA WINO NUMBER: Till TL E: LIGHTING FIXTURE DETAILS FILE NAME: SCALE: QA TE: SHEET NUMBER: 12 -14 -2011 - C � Flu# ;g3?j r � y }Fi" S132 5'r i r. -... Maus ,� A•a,F?rs ri ll 3 (92mm) CJH 4 _ , QUICK FINDd OF 1119 4 ar F- 41/4 "(108ornm PROFILE i „tmm aluminum housing and solid aluminum provides a concentration of light on tar - MOUNTING TYPE LAMP CODE -- 8-3/4" (222mm)- _ - .CLASS imegbolo,i1W Indoor 12ov• 120 volt• protected. The minimum number of I II -------- L- 1 -1;4" 41 -_518" X• no options 570• standard) ...:..... -_. L_..-. --1 (16mm) ,,,,.,. Sgt damp label -xi -��.� 124Ta if F17WT8 25 -519" 131ba. 277V- Outdoor, silicone gaskeed lens, captive ALP aluminum painl(mstte) DM- MOD - ----------- as ° 13878 (1) F25WT8 375r11' 19 !b8 14ar8 (1) F32Wie 49.519' 26111 277 voh P7 (basic) I'r.-. - - -- - -L- 1-11,4 - - - - -. -I - - --- L - t 1/4' - -- @ -------- L- 1-t/4--------- 4 5/8" L.... _.__.._ L _- _� . .... ........... L ____ ..__ } __- - L ___... - - - -I (16mm) small smooth MOUNTifa'G•Bese mount toreufdow we!locefion or indoor PERFORMANCE - Asymmetric dislhbution provides a PR(Ga E•Pt( best,): Arraigned, extruded aluminum Apecule, damp location, Mount only above ground. See Mounting concendalldn of light on target surface for sm000mRumini reflector with solid aluminum endcaps and stainless steel Details above. Maximum candlepower aimed 125' abow nadir has less than hardware. Snell with smooth detail. TYPE• pr 'ill ht ode the 0.12'zoo an less than 2 %sill light III split light n e 5 e d p 9 FINISHES- All elecrrestarlcall applied autamorlve won snf y P ` Indoor, Non- geskeled, captive extended aluminum door with skel within the 90 -160° zone. ce system utilizes a mind -stage process to provide a durable window cut -out for regressed lens. ELECTRICAL - Integral electronic HPF largest, end oflamp life acrylic enamel finish Outdoor, Silicone gasketed lens, captive extruded aluminum protection circuit less than 10 %THD, and thermally protected. .Widow Lighting reserves the right to looks design rawlemors door with had- but-pot for regressed lens Provide 90°C supply wine See Technical section for ballast without Ant, notice. Lens; Clear acrylic lens provided for both indoor and outdoor data. G VOLTAGE LAMPIN V LTA E M NTTNG FINISH MOUNTING applications. (remand mounted 6 ......':...... R. C Y i:ih' +VYWr nO' .C.1 ts,. ^n, -+I ..I the m:sl"orp:ele nour'ent furT<dicn, . DL A f #ure56 UL Sled, USA end (Cori _ WIII_RR8__ 3760westfounhatrael • where minnesota55987 507- 454 -5113 • fax 507. 494.0320 I l j Y t i e 1 vrww,winonalighling -ro Revised: 9 -22.11 Page l of t arr+tiecmyavw'smpay 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F 1►r »►JI 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F ETt_ISS•FASMAN ,. i= LI13LITIFN09 DESIGN �� °'\ \ ,� A•a,F?rs ri ll 3 window cut -out for regressed lens. CJH 4 _ , CJH 4 ar VOLTAGE PROFILE i „tmm aluminum housing and solid aluminum provides a concentration of light on tar - MOUNTING TYPE LAMP CODE FINISH OPTIONS .CLASS imegbolo,i1W Indoor 12ov• 120 volt• protected. The minimum number of I SGW •semi glaze whke X• no options 570• standard) %!4' LLt a rj(dn - 48th- `(f t:, a =...a,..,.\.,- �..•..,_..:. �; ,,,,.,. Sgt damp label -xi -��.� 124Ta if F17WT8 25 -519" 131ba. 277V- Outdoor, silicone gaskeed lens, captive ALP aluminum painl(mstte) DM- MOD - SB2L • as ° 13878 (1) F25WT8 375r11' 19 !b8 14ar8 (1) F32Wie 49.519' 26111 277 voh P7 (basic) SGB • Sam, gloss dimmingg ballast Lmron ECOdO modified left small smooth TTa (7)F40wT6 615/8" 321bs. aimed 20' above nadir has less tham Electrical - Integral, electronic, HPF ballast, end of lamp life protection Options - See below specification black ABP - antique brass DM CIA for 60 "T8) worksheet for a complete list of SR- 272T8 (2)F25WTO 74.916' 38Ibs. .\ 11 to supply wire, palm Trim Fi xtu r e to be a n u InLrmddiate hash small ribbed 29678 (2) F32WT8 98-9/18" 501bs 1126 River Road T x46 566 -5500 @ LGP • light EM • emergency battery New wlndsar, NY 12557 F846- 561 -1130 select one: PROFILE TYPE G VOLTAGE LAMPIN V LTA E M NTTNG FINISH MOUNTING iridescent iddescenf paint (remand mounted 6 ......':...... R. C right right Outdoor 72476 or 12AT5M0 (1j F14WT5 or F24Wr61H0 24" 531bs. 13675 or 136TS4i0 1 F21WT5 or F39WT5M0 3513116" 19111 Localions: 136TO - - - __. 1 White " LSP- painsilver paint 24 ^end 38 "only) 14878 SGB: Semi -Gloss when specifying wan labdi 148T6 or 14811 (1) F26WTS or F54WIb,110 48-6b- 26lbs. EM: Emergency astandard. Small MBP. brar- m bronze paint PB blade O 296T8 SICUL ALP: Aluminum Paint SSW • 16075 or I60T61NO (1) F35'NT5 or F80VIT51HO 69-7116" 3216x. (left hand) (matte finish) OM: Dimming Ballast specifying any PDP•Pat, bronze pparabolic bane -IJA for at (T5 /HO only) modification. Locations: small smooth wet 27275 or 2'2T51H0 '21 F21!NT5 ar F39WI'5,ri0 71.711E" 301hs. (2) (wet label) 13675 or 136T51HD SICUR PBP: Pale Bronze paint (internal moung 148T5 or 148T5/H0 (right hand) Paint (glass finish) I V Small P5 Wet i g'ral 295T5a296T5M0 F28NTf6 or F64wT6lHO 9411116° 50 Its; PEW. pewter 296T5 or 296T91HO SICD Standard Painted Finish to be F.ri M"5M0 R 13122 224TSM0 (2)F24Wr5 /HC 24' 13165. 2wT5r'BO (2)F39WT5,140 3513/16" 191be. t 1k l pain) Pop •pal. gold paint SO. spedal oplions port 1aNti 5 ._ 7 s 248T5M0 (2)F54WT5lHp 49518' 2e lbs. F54tvTW0 SEE standard Sra Options 472T5/HO (right hand) Photometry Reports. 260T5/HO (2)F30WTSMO 597116" 32 de. fie, 496T5/HO Report 813122 paint finish Sod on fordeYalls frt \ . a � s 472T8/HO 14)F3911ri 71- 1116" 38 -AII fixtures 1.11. listed, (USA & Canada). n) Copyright 2007 - . -. - - -- .- ......... CPF- custom paint I i Ij i I g "L - xnvwmi0onalighiing.cPm 496TSM0 (4) F54WT5M0 94- 71116' SO lbs. finish (consult Note'. Lamps not Inoluded factory) Viet lneweebim d I led pl AOlomPtry reports Modification: _._._._ _. Y i:ih' +VYWr nO' .C.1 ts,. ^n, -+I ..I the m:sl"orp:ele nour'ent furT<dicn, . DL A f #ure56 UL Sled, USA end (Cori _ WIII_RR8__ 3760westfounhatrael • where minnesota55987 507- 454 -5113 • fax 507. 494.0320 I l j Y t i e 1 vrww,winonalighling -ro Revised: 9 -22.11 Page l of t arr+tiecmyavw'smpay 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F 1►r »►JI 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F ETt_ISS•FASMAN ,. i= LI13LITIFN09 DESIGN �� °'\ \ ,� A•a,F?rs ri ll 3 window cut -out for regressed lens. CJH 4 _ , CJH 4 Profile - P1 (basic): Anodized, extruded It aluminum specular reflector with extruded Performance - Asymmetric distribution aluminum housing and solid aluminum provides a concentration of light on tar - endcaps and stainless steel hardware. get surface for smooth illumination. Extruded aluminum visors are combined LAMPS - MHMR1620W /39W with P1 basic profile to create P2, P3 & Electrical - Electronic, HPF hall lamp "P5 profiles. protection circuit, Class Pand thermally protected. The minimum number of I Type - Sall profile with smooth detail 1aSts will bs used. Provide 90°C supply indoor,, non - gasketed, captive extrud- wire. ed aluminum with window cut -out for to create a P5 profile. regressed lens. Finishes - An electrostatically applied wet Outdoor, silicone gaskeed lens, captive paint System Utilizes a multi -stage process extruded aluminum door with window to provide a durable acrylic enamel finish. cutout for regressed lens Suitable for indoor and outdoor applica Lens, clear acrylic lens provided - lions. for both indoor and outdoor applications. t O tions •For complete IISY and detailed p p Mounting - fully adjustable and lockable descriptions, refer 'to OpUonsSection. machined aluminum knuckle connects pro- ❑ W = WIDE (1201 i❑ ❑ E I❑ ID I❑ r P «ao,M,. RrApdF ih _ �:,, -. ❑ °,' f�a:..' �.e,,: , file to mounting plate standoff tubes to cre- ate a clean appearance aimed 20' above nadir has less tham Electrical - Integral, electronic, HPF ballast, end of lamp life protection gw"" ' (2azmml Rotor to good Ting codes below and on oPPOSne page for how to specify single and multiple, fix ture applications. PROFILE TYPE LAMPING VOLTAGE MOUNTING FINISH OPTIONS CLASS .E.....� €... 1'::, ., ;..,.,dMY,or a ,_; .,- -sfs,i v, ,, + „ . rIE,....+ +eta+ .a,,, >l .:eI @IS. gut, .•. .,. + +, 2 +a Indoor 124T8 Integral Ballast SOW: Semi -Gloss X: No Options STD: Indicate O Locations: 136TO wall Mount: Knuckle White only when (Ramp labe0 14876 q Ili: Internal Baffle specifying a SGB: Semi -Glass Pi 16OT8 '� ;g' EM: Emergency standard. basic SI' d alit,. (L otel Black Battery (not available ( ) Small 27276 SIEIL IL cal Integral 29 fiTO Sion Monte al ALP: efiniinum Paint for 2' and'3' lengths) MOD: Indicate i� "� alavu, m =e'aE ^I (matte finish) vdlen specifying f- SO: (MOD) any modification. P2 outdoor rselecl one Wall Mmlm simple LGP: Light Gold Special Option (solid) Localions: 124T5 or 124T5/H0 Iridescent DM: Dimming Ballast pvei labdq 13675 ar 136T5/H0 (gloss finish) 14BT5 or 148T5/HO sia, Is' m 1 {TS /HO only) 61x,1 0. tE a, RBP: Pale R!OItZa 16075 a 16075 /HO sls,a ing.te m Options •FOr complete SPIN: slsv prrwme4lA1e1 Paim i0ss finish) p P3 Small 27275 ar 27275/H0 list and detailed Integral 296TS Dr 296T5/HO Calling Mount: Knuckle SPF. (SID) descriptions, refer f ti 1pedOratetl) Wot axels nlel Standard Painted to Options Section. f {y t slxst II ne o Finish t0 be 224T5/HO :9 sines lasu t el 236T5/H0 sIMI pmermea'ae) determined e ) ± "P5 24BT5/HO CPF: (MOD) ,. s (short) 26p'T5/HO Ceiling Mount: Simple Custom Painted F54,vT5 /H0 472T5/HD also as el°i Finish Refer to Tecrmieal is L L. E e Ssrtto0 for detailed 49613/HO -�y c!sen!n9n, won Photometry Reports. x1581( IMeI Y R ,....+..: , . .,., Report 813121 L 4 a d 3, rtu r n t..,'n .` e h f '. in d iA P? e tl kw `ir)a : P 'g:f '3 0 0 5 fit n v,� d es c Ar uide the`aam, Sig t� ne ow g S 6 - o sons ( „e Op ), s Sec ion to e sl TR,.�4:atttl T�l7;IOrramtiQdtly Sn mm}Te'raCUrcra belitWl:50 H. , ..,> ... _„ R a All fixtures U.L. listed, (USA & Canada). © Copyright 2006 Winona Lighting • 3760 West Fourth street • P.O. Box 1205' Winona, MN 55987 -7205 I I Q I p This rafting page Is available online. 1 -800 -328 - 5291.507- 454 -5113 (MN) • FAX 507 -452.6528 • Nww.wino0allghiing.00m 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F F11 IS 1,- PASNflAPdl i -I:C @i"t"1Nt0 C3F LtT7�t L Apr •� CONTR ®i -(SEE SEPARATE CONTROL UNIT SPECIFICATION SHEETS FOR MORE INFORMATION.) F "t SERIES A CONTROL UNITS SERIES C CONTROL UNITS SERIES D CONTROL UNITS E 1 f tlE POWER ON/OFF CONTROL • INCLUDES ONE LIGHTWILD • BUILT TO ORDER AND k DMX DIRECTOR FOR SHOW REQUIRES CONSULTATION SERIES B CONTROL UNIT'S BG. �. CONTROL INDIVIDUALLY LIGHTWILD a POWER DIMMING BY SHOW SELECTION OPTIONS: • INDIVIDUALLY CONTROL ( LIGHTWILD .LIGHTWILD SHOW LIGHTWILD FIXTURES gJ3• POWER +DIMMING BY SELECTOR WALL QB•CONTROLA LARGE NUMBER OTHERS m 10V OR DMX) CONTROLLER OF GROUPS OF LIGHTWILD r S26 • DMX SHOW CONTROL QH - THIRD PARTY SHOW FIXTURES BY OTHERS (LIGHTWILD SELECTOR VIA CONTROL UNIT IS DMX CONTACTCLOSURE aEADY) INTERFACE DIMENSIONS FEATURES (DOWNLOAD CAD -BASED DIMENSIONAL DRAWINGS AND PHOTOMETRIC DATAAT WWWLIGHTWILD ,COM) •POWER REQUIREMENT.- 24VOC LUMENS PER FOOT (30.6 cm): @(� $`44118 [PTit B'k'FL�R 3(`4w - NARROW (20-) - 156 ` .p �k„SFSy.9Lyal0naSa181.1°Ee A4"5 "�45.0&'ii�l,•,_ +•,•„•, - MEDIUM 01 -13 26 3 MEDIUM ......... .-""'"' "12, r1osam)°- '-'.Mµ"" ---- I x• M4 WIDTH REQUIRED • POWER CONSUMPTION: CAli TURN 3 WATTS PER FOOT or 305cm (APPROXIMATELY 25 WATTS PER m d° [13ntslj +-.-w F _ FIXTURE NCH or 2 5 on.) LISTINGS: UL (2108) r4& • UP RATING: IP45 (SEALED LED L •.- " k xrP MODULE, FLOW - THROUGH `,- 'K....... E...._y'Y 'F ENURING) ,,^ �"- b � ,. • ENVIRONMENT: USE IN DAMP, +'i1nok U4G LeAOS A" LEADS OR WET LOCATIONS. NOT OT F FOR USE AS A SUBMERSIBLE LIGHT SOURCE, PROPER DRAINAGE REQUIRED. • LENS! LIGHTLY FROSTED, UV ss lam @. STABILIZED ACRYLIC • HOUSING: SILVER ANODIZED ALUMINUM; DO NOT PAINT • CABLE ATTACHMENT: CABLES EXIT iNETO&i.CTAIE ENDS OF FIXTURE ON SAME SIDE • CONNECTORS: LOCKING, WATER - TIGHT (IF 65) CONNECTORS } glodina E 1 129mmal •MOUNTING SELECTFROMA FIXED " I« MOUNT BRACKET OR ADJUSTABLE T qn,,.� it L *tiglamnl 180 DEGREE HINGE WITH DETENTS k 1 AT 90 °. 45 °,0 45 ", AND 90° •LED COLOR: 2600K +/- 100K •-�4 - �"' t t�:t. ,. dwr '�T \' ^� •TEMPERATURE RANGE: 1 D Oi1TCs11Y ?3 10 -TO Iti(23 °TO60 -0) 801'TOMMEW • LUMEN MAINTENANCE (1-70): A Ammm 1'musaml P LED LIFETIMES ARE AFFECTED BYAMBIENTOPERATIN3 TEMPERATURES AND OTHER FACTORS. CONSULT LIGHTWILD FOR DETAILS. ALLCONTENTS COPYRIOHT920tt . L:eHTV/- ALLS10- RESERVED. Peodec"OUGHTWILDC01A -19,sj s5,3seA- WWW.LIeHTNILp COIN f' SFECIF�CATIGNS SUBJECT TO CHANGE NnTHOUT NOTICE.9EF'JOHTWILD TERMEAND CONpITICNSAT LraHTWILp.COM FOa PRODUCT WARRANTY INFCRIJ. \TION. 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F AMENDMENT #1 TOWN CENTER FINAL SITE PLAN RESUBMi TTAL TOWN CENTER FINAL SITE PLAN RESUBMi TTAL ARE STONEFIELD TOWN CENTER SUBMITTAL SHEET REVISION CJH 2-7-201-2 PTD1LIe - Pi (basic): Anodized, window cut -out for regressed lens. CJH TIINEAR 4,1 _ L149TWILD CJH 10 -13 9077 - Matte Alzak Cone -2011 S ECIF CAITION SHEEE TYPE 7 PHOTO 9078- Black Alzak Cone FIXTURE caps and stainless steel hardware. DATE LAMPS - MHMR1620W /39W 9079 - Vertical Groove White Baffle Optional extruded aluminum visor fixture or Left, Right and Intermediate S0ti dtl:• can be combined with the P l profile ineunt. Rxturesmay be joined ` LW -PLIN- -WW' - Downlight, to create a P5 profile. together with aimable, lockable hubs Type - Small profile with smooth ❑N =NARROW 1209 f❑ .❑ ❑ ❑ ❑ ❑FM - FIXED detail Indoer'non- gasketed Captive Performance - Asymmetricdistri- 5% spill light within the 0- 20'zone Finishes - An electrostatically extruded aluminum door with ❑ M = MEDIUM (609 IE - ,Lt ° 171 AM =ADJUSTABLE 1 applied automotive wet paint system I34 _� @, Outdoor,, silicone gasketed lens, illumination, 114axi!num candlepower ❑ W = WIDE (1201 i❑ ❑ E I❑ ID I❑ r P «ao,M,. RrApdF ih _ �:,, -. ❑ °,' f�a:..' �.e,,: , L Apr •� CONTR ®i -(SEE SEPARATE CONTROL UNIT SPECIFICATION SHEETS FOR MORE INFORMATION.) F "t SERIES A CONTROL UNITS SERIES C CONTROL UNITS SERIES D CONTROL UNITS E 1 f tlE POWER ON/OFF CONTROL • INCLUDES ONE LIGHTWILD • BUILT TO ORDER AND k DMX DIRECTOR FOR SHOW REQUIRES CONSULTATION SERIES B CONTROL UNIT'S BG. �. CONTROL INDIVIDUALLY LIGHTWILD a POWER DIMMING BY SHOW SELECTION OPTIONS: • INDIVIDUALLY CONTROL ( LIGHTWILD .LIGHTWILD SHOW LIGHTWILD FIXTURES gJ3• POWER +DIMMING BY SELECTOR WALL QB•CONTROLA LARGE NUMBER OTHERS m 10V OR DMX) CONTROLLER OF GROUPS OF LIGHTWILD r S26 • DMX SHOW CONTROL QH - THIRD PARTY SHOW FIXTURES BY OTHERS (LIGHTWILD SELECTOR VIA CONTROL UNIT IS DMX CONTACTCLOSURE aEADY) INTERFACE DIMENSIONS FEATURES (DOWNLOAD CAD -BASED DIMENSIONAL DRAWINGS AND PHOTOMETRIC DATAAT WWWLIGHTWILD ,COM) •POWER REQUIREMENT.- 24VOC LUMENS PER FOOT (30.6 cm): @(� $`44118 [PTit B'k'FL�R 3(`4w - NARROW (20-) - 156 ` .p �k„SFSy.9Lyal0naSa181.1°Ee A4"5 "�45.0&'ii�l,•,_ +•,•„•, - MEDIUM 01 -13 26 3 MEDIUM ......... .-""'"' "12, r1osam)°- '-'.Mµ"" ---- I x• M4 WIDTH REQUIRED • POWER CONSUMPTION: CAli TURN 3 WATTS PER FOOT or 305cm (APPROXIMATELY 25 WATTS PER m d° [13ntslj +-.-w F _ FIXTURE NCH or 2 5 on.) LISTINGS: UL (2108) r4& • UP RATING: IP45 (SEALED LED L •.- " k xrP MODULE, FLOW - THROUGH `,- 'K....... E...._y'Y 'F ENURING) ,,^ �"- b � ,. • ENVIRONMENT: USE IN DAMP, +'i1nok U4G LeAOS A" LEADS OR WET LOCATIONS. NOT OT F FOR USE AS A SUBMERSIBLE LIGHT SOURCE, PROPER DRAINAGE REQUIRED. • LENS! LIGHTLY FROSTED, UV ss lam @. STABILIZED ACRYLIC • HOUSING: SILVER ANODIZED ALUMINUM; DO NOT PAINT • CABLE ATTACHMENT: CABLES EXIT iNETO&i.CTAIE ENDS OF FIXTURE ON SAME SIDE • CONNECTORS: LOCKING, WATER - TIGHT (IF 65) CONNECTORS } glodina E 1 129mmal •MOUNTING SELECTFROMA FIXED " I« MOUNT BRACKET OR ADJUSTABLE T qn,,.� it L *tiglamnl 180 DEGREE HINGE WITH DETENTS k 1 AT 90 °. 45 °,0 45 ", AND 90° •LED COLOR: 2600K +/- 100K •-�4 - �"' t t�:t. ,. dwr '�T \' ^� •TEMPERATURE RANGE: 1 D Oi1TCs11Y ?3 10 -TO Iti(23 °TO60 -0) 801'TOMMEW • LUMEN MAINTENANCE (1-70): A Ammm 1'musaml P LED LIFETIMES ARE AFFECTED BYAMBIENTOPERATIN3 TEMPERATURES AND OTHER FACTORS. CONSULT LIGHTWILD FOR DETAILS. ALLCONTENTS COPYRIOHT920tt . L:eHTV/- ALLS10- RESERVED. Peodec"OUGHTWILDC01A -19,sj s5,3seA- WWW.LIeHTNILp COIN f' SFECIF�CATIGNS SUBJECT TO CHANGE NnTHOUT NOTICE.9EF'JOHTWILD TERMEAND CONpITICNSAT LraHTWILp.COM FOa PRODUCT WARRANTY INFCRIJ. \TION. 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F AMENDMENT #1 TOWN CENTER FINAL SITE PLAN RESUBMi TTAL TOWN CENTER FINAL SITE PLAN RESUBMi TTAL ARE STONEFIELD TOWN CENTER SUBMITTAL SHEET REVISION CJH 2-7-201-2 PTD1LIe - Pi (basic): Anodized, window cut -out for regressed lens. CJH 12 -14 _ -2011 CJH 10 -13 9077 - Matte Alzak Cone -2011 CJH 7 -5 -2011 9078- Black Alzak Cone BY caps and stainless steel hardware. DATE 4 00 SICU Mount - (tip position wall wash) I I 03 October 2011 DATE USA Illumination MANUFACTURER ■� it -.:� LAMP 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F Ao"&AVAN I 7200 Wisconsin Avenue 0 Suite 400 0 Bethesda, MD 020814 Phone: 301.652.7400 0 Fax: 301.652.3588 03 October 2011 DATE USA Illumination MANUFACTURER A to 11ldt' Downlight 10 e,: r . ' .,:, ............. ?t- ISS•FRSMAN E' tl @T @tJ T7FSltJ: The Shops at Stonefield - Town Square XJ 1%' Regress- »;.. 3Y" U LUMLNAIRE INFORMATION Cyr" a APPLICATION: BALLAST: PHOTOMETRIC& Accent luminaire for Residential, Commercial, Retail or - Solid state electronic. Distribution chart Hospitality environments. I_ ' LTL ND.: 13914.ies CEILING CUTOUT: ) � 12 39W MHMFI16 w t \\ ��` -j-`-_ MATERIALS: 43/s'G -! / GX10 25° Trim: Die cast aluminum with torsion spring mounting, 2460 -� Vertical groove 9074 - Vertical groove black baffle LISTINGS: 3600 - ,11 -X� y• black baffle 89.4% Efficiency 9077 -Matte Alzak Cone Dry /damplocation. aeon 9078 - Black Alzak Cone 9079- Vertical 6roove Win ire Baffle c 4L all !wall Housing: Fabricated of 2D ga. galvanized steel with thru wire MEW union made, Ft FC Die. J -box, 2 in t out at ram. 90°C,#12 AGWthru branch circuit wiring. below nadir @50% Housing and trim supplied as one complete unit. NOTES: 6.0 156.1 23 8.0 81,8 3.8 • Housing included with trim. 10.0 56.2 4.7 LAMP: (not included) • Maximum ceiling thickness i inch 12.0 39.0 5.6 (1) 20W or 39W MHMR16 GXIO. Consuhfactory for other ceiling conditions. 14.0 20.7 6,6 • Notfor use with ES16 lamps. 16.0 21,9 7.5 VOLTAGE: Specify 120V or 277V Distribution chart D - ) LTL No.: 1711 - -_ HOUSING INFORMATION bon R 39W MHMR16 ) GX102V New Construction IC /Airtight -(50W) Chicago Plenum -(75W) 1200 Vertical groove HX820 -(20W) HX82D- IC -t20W) HX820- CP-(20V1g 1 X � black baffle taro - ' 89.4% Efficiency NX400 -(39W) Not available in 39W HX400- CP -(39W) 2400 - @on@I @also@ ( �I / @ 4li' 77/le" O �4 /:'I Ft FC Die. i � below nadir @SO% 6.0 74.3 2.8 B.a 41.8 33 I 10.0 263 4.7 O I 12.0 18.6 : 5.0 • (( ) J 12" • (( \ \ 156/x, 14,0. 13.6 6. 16A 10.4 7.6 5 ! 11' /e" 176 /s" ORDERING INFORMATION 12'h" Trim SICD Mount - (down position wall wash) PTD1LIe - Pi (basic): Anodized, window cut -out for regressed lens. - Accessories extruded aluminum specular reflector Lens: clear acrylic lens provided _ 20W MIIMR16 contained within extruded aluminum for both Indoor and outdoor 9077 - Matte Alzak Cone 21 - Black housing with solid aluminum end. applications. C852 - 52" C- Channel Bars 9078- Black Alzak Cone 28- MetalizedGrey caps and stainless steel hardware. Mounting - Available as a Single % LAMPS - MHMR1620W /39W 9079 - Vertical Groove White Baffle Optional extruded aluminum visor fixture or Left, Right and Intermediate S0ti FIX can be combined with the P l profile ineunt. Rxturesmay be joined ` Downlight, to create a P5 profile. together with aimable, lockable hubs Type - Small profile with smooth to form a continuous roof. detail Indoer'non- gasketed Captive Performance - Asymmetricdistri- 5% spill light within the 0- 20'zone Finishes - An electrostatically extruded aluminum door with bution provides a concentration of and less than 2% spill light within applied automotive wet paint system window cut -out for regressed lens. light on target surface for smooth the 9180° zone. utilizes a multi -stage process to pro- Outdoor,, silicone gasketed lens, illumination, 114axi!num candlepower vide a durable acrylic enamel finish. captive extruded alum. doer with aimed 20' above nadir has less tham Electrical - Integral, electronic, HPF ballast, end of lamp life protection Options - See below specification circuit, less than 10% THD, Class P worksheet for a complete list of • :. thermally protected. Provide 90°C options for this product. .\ 11 to supply wire, Trim Fi xtu r e to be a n u ' pli h t position. - Accessories (� USA Ilhvmi onl.rl 1126 River Road T x46 566 -5500 @ 1.°+2003. USAI, LLC. www, usailiMlTauttion,cun'I New wlndsar, NY 12557 F846- 561 -1130 All rinh!s reserved. PROFILE TYPE G VOLTAGE LAMPIN V LTA E M NTTNG FINISH MOUNTING OPTIONS CLASS ..- �,... -•.r ....@ .E f..E tlT :1' 77V .... `i .i.,...: .K.,., e.., 4':': .., .. 64+. >E[...........26Lf, vh ., t.:: ... ,:::... :.' ,.11.+:... a. ., .....�1 t 1 -. {. .,...... .. .... .. ... ....+., .,., E.,...: Ir! + ...,:.,.°,:.. „. �„ , i• 5...�..A.,.,.,�� , ._--hit s. 6 ......':...... R. C Indoor 12478 Integral Ballast SGW: Semi -Gloss X: No Options STD: Localions: 136TO - - - __. 1 White " Indicate only IB: Internal Baffle (damplabel)r 14878 SGB: Semi -Gloss when specifying SI: SICU 16078 Black (single) EM: Emergency astandard. Small 27278 .Batter not 2vai!able MOD, and O 296T8 SICUL ALP: Aluminum Paint for 2' 3' lengths) ®ate when P1 (left hand) (matte finish) OM: Dimming Ballast specifying any (basic) Outdoor T -soccl on" 81cut LOP: light Gold (T5 /HO only) modification. Locations: 124T5 or 124T5/HO (i ntermediate) iridescent (gloss finish) (wet label) 13675 or 136T51HD SICUR PBP: Pale Bronze Spe Special Op Special Option 1/�� ISM: 148T5 or 148T5/H0 (right hand) Paint (glass finish) I V Small P5 Wet i g'ral 16OT8 or 160T5 /H0 272T5 or 272T5iHO SPF: (STO) (short) 296T5 or 296T91HO SICD Standard Painted Finish to be (single) 224T57H0 SICDL determined t 1k l heft hand) CFF:(ApOU) s 236T51H0 248T5/HO rm31c01 Custom Painted (Int oediate) F54tvTW0 480T5M0 Finish SICDR Refer to Technical 5ecticn for detailed 472T5/HO (right hand) Photometry Reports. 496T5/HO Report 813122 la: TO' Trs and T5 HQ lam s azfann ootrf h1 ambien Tom ataiurpa aeI S p , ,3/ pa P p P far . a � s W 119 k -AII fixtures 1.11. listed, (USA & Canada). n) Copyright 2007 - . -. - - -- .- ......... Winona Lighting •3760 yVSSt Fourth Sheet•Whmna, iJlN -x598? This catalog page is available online. 1.800 28.6291 •507- 454-5113 -FAX 507- 452 -8528' I i Ij i I g (MN) xnvwmi0onalighiing.cPm 23 LEONARD ST NY NY 10013 212 343 8400 V 21 2 343 8740 F 03 October 2011 DATE USA Illumination MANUFACTURER ■� it -.:� LAMP 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F Ao"&AVAN I 7200 Wisconsin Avenue 0 Suite 400 0 Bethesda, MD 020814 Phone: 301.652.7400 0 Fax: 301.652.3588 03 October 2011 DATE USA Illumination MANUFACTURER A to 11ldt' Downlight 10 e,: r . ' .,:, ............. ?t- ISS•FRSMAN E' tl @T @tJ T7FSltJ: The Shops at Stonefield - Town Square XJ 1%' Regress- »;.. 3Y" U LUMLNAIRE INFORMATION Cyr" a APPLICATION: BALLAST: PHOTOMETRIC& Accent luminaire for Residential, Commercial, Retail or - Solid state electronic. Distribution chart Hospitality environments. I_ ' LTL ND.: 13914.ies CEILING CUTOUT: ) � 12 39W MHMFI16 w t \\ ��` -j-`-_ MATERIALS: 43/s'G -! / GX10 25° Trim: Die cast aluminum with torsion spring mounting, 2460 -� Vertical groove 9074 - Vertical groove black baffle LISTINGS: 3600 - ,11 -X� y• black baffle 89.4% Efficiency 9077 -Matte Alzak Cone Dry /damplocation. aeon 9078 - Black Alzak Cone 9079- Vertical 6roove Win ire Baffle c 4L all !wall Housing: Fabricated of 2D ga. galvanized steel with thru wire MEW union made, Ft FC Die. J -box, 2 in t out at ram. 90°C,#12 AGWthru branch circuit wiring. below nadir @50% Housing and trim supplied as one complete unit. NOTES: 6.0 156.1 23 8.0 81,8 3.8 • Housing included with trim. 10.0 56.2 4.7 LAMP: (not included) • Maximum ceiling thickness i inch 12.0 39.0 5.6 (1) 20W or 39W MHMR16 GXIO. Consuhfactory for other ceiling conditions. 14.0 20.7 6,6 • Notfor use with ES16 lamps. 16.0 21,9 7.5 VOLTAGE: Specify 120V or 277V Distribution chart D - ) LTL No.: 1711 - -_ HOUSING INFORMATION bon R 39W MHMR16 ) GX102V New Construction IC /Airtight -(50W) Chicago Plenum -(75W) 1200 Vertical groove HX820 -(20W) HX82D- IC -t20W) HX820- CP-(20V1g 1 X � black baffle taro - ' 89.4% Efficiency NX400 -(39W) Not available in 39W HX400- CP -(39W) 2400 - @on@I @also@ ( �I / @ 4li' 77/le" O �4 /:'I Ft FC Die. i � below nadir @SO% 6.0 74.3 2.8 B.a 41.8 33 I 10.0 263 4.7 O I 12.0 18.6 : 5.0 • (( ) J 12" • (( \ \ 156/x, 14,0. 13.6 6. 16A 10.4 7.6 5 ! 11' /e" 176 /s" ORDERING INFORMATION 12'h" Trim - Finish - Housing - Voltage - Accessories 9074 - Vertical Groove Black Baffle 10 - White 20W MIIMR16 120V CB27 - 27" C- Channel Bars 9077 - Matte Alzak Cone 21 - Black HX820 - New Construction 277V C852 - 52" C- Channel Bars 9078- Black Alzak Cone 28- MetalizedGrey HX820 -IC•IC/Airtight LAMPS - MHMR1620W /39W 9079 - Vertical Groove White Baffle HX820 -CP - Chicago Plenum FIX Downlight, 39W MHMR16 New Construction and HX400- New Construction Chicago Plenum: Not available in IC /Airtight 20W or 39W MIIMR16 HX400 -CP - Chicago Plenum IC /Airtight:20W MHMR16 Haw to Spa cify - - - Trim - Finish - Housing - Voltage - Accessories (� USA Ilhvmi onl.rl 1126 River Road T x46 566 -5500 1.°+2003. USAI, LLC. www, usailiMlTauttion,cun'I New wlndsar, NY 12557 F846- 561 -1130 All rinh!s reserved. Cg frra 2, ussihuminetion.com Ail doings s - ecitnl by .opyrigRl. 23 LEONARD ST NY-NY 10013 212 343 8400 V 212 343 8740 F PROJECT.• THE SHOPS AT STONEFIELD SET REV NO TOWN CENTER ARB SUBMITTAL DRA WING NUMBER: T1 TL E: LIGHTING FIXTURE DETAILS SHEET NUMBER: FILE NAME: SCALE. DATE: 12 -14 -2011 n n. rt � e y 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F BLISS.FASMAN LIGHTING DESIGN 15 March 2012 The Shops at Stonefield - Town Square XL DATE PROJECT TYPE Gardco Lighting PL -T 32W /830 /4P /ALTO 3000K Phillips MANUFACTURER LAMP 2400 Lumens 100 Line Page 2 of 3 10 1 Performance Sconce FINISH OPTIONS BRP Bronze Paint F' Fusing BLIP Black Paint PCB B u tton Type Phococontrol 6 . 120 V t brats y,6 27 7V o H 7. Not available with 41 WP White Paint QSa Quartz Standby It HID only, Not available with CMHE Reposes, FT Optics or in 48OV. NP Natural Aluminum Paint QSTa Quartz Standby- Timed Delay 100 watt Quartz maximum. BGP Beige Paint Q924s Quartz Emergency 9. vvT Oli only. 15Ow HID meximum; 100w Quartz meximum. 10. WF Optic only. SOCMHE or 70CMHE only, Supplier with OC Optional Color Paint QT9249 Quartz Emergency -Timed Delay two (2) 20WMR16 or two (2) 35W MR 16 Flood (W beam) lurmps. Speci Optional Color or Q 12Y"?a Emergency Quartz 121 Emer enc 11. Not available wish WG or POLY Options. 12. Rear entry permitted. RAL ex: OGLGP or OC- RAL7024. Q20MR10z0 116 12V Emergency - 20 Watt 13. Not Available with WLU option. SC Special Paint Q3SMR1e "' (2)MR1612V Emergency -35Watt 14. 100 watt HID maximum. Polycarbonate lenses covy a I year Specify. Must supply color chip. ELED1 to (2)LED 12V Emergency Modules - 6.2 Watt warranty only 15. All Emergency Battery Pocks for FJfiR types MUST be ordered with SL Solitee Diffusing Lens luminaires and supplied by Gardco 16. CAUTION: Maximum battery pack input power for EMR units whist UT S* Uptilt ICE420 option is 100 watts (.83 amps) when heating element WLU" Wet Location Door for Inverted Mount is an. This is in addition to the normal input power far lumiomrs WS12 Wall Mounted Box for Surface Conduit lamps and ballast 17. Lamps are wired in parallel In emergency mode, shard one lamp WSIUT12 WS Option w /S" Uptilt become inoperable, rite remainrng lamp will operate wish a Vi Wire Guard minimum total Initial output af2,2501umens. 18. Available wish CoemaPalli system only. POLY'a'" Polycarbonate Sag Lens See submittal sheet GE200-005 L6'a Lumiste Ballast - 6 hour P"' for complete albaramt. on LumrStep" ballasts. 19. WT Opvc oniy. 50CMHE or 70CMHE only. Supplied with two LBia Lumistep° Ballast - 8 hour (2) 6.2 watt, 3001umen LED modules. 11-I011 Lumistep" Ballast - 10 hour 20. Requires a seperaro source of 12V power by others. L-MR-I til-Nii RES ONLY° 884CG Bodine Remote Emergency Pack ICE42016 IOTA Remote Emergency Battery Pack 226QF 1 232TRF only. 1162" IOTA Remote Emergency Battery I 226QF 1 232TRF I242TRF only. DIMENSIONS Mounting Plate 17.718 cm I<--- 45/16" -LI O 10.95 cm 01 e 3„ 7.62 cm 16114" O O It 41.28 cm 22.86 cm - - -_ Mounting Bolt Pattern Note: Mounting plate center is located in the center of the luminaires width and 3.5 "(8.89cm) above the luminaire bottom (lens down position). Splices must bee made in the J -box (by others). Mounting plate must be secured by max. 5116" (.79cm) diameter bolts (by others) structurally to the wall 1611 Clovis Barker Road, San Mamos,TX 78666 (800) 227.0758 IS 12) 753.1000 FAX: (512) 753 -7855 sitelighting.com 5 0 2010 Kontnkliike Philips Electronics N.V. All Rights Reserved. Philips Gardco reserves the right to change maeeriale or modify the design of its product without � notification as parr ofthe company's continuing product improvement program. fi A 79115 - 12410510 a %Xffi4RDCO 23 LEONARD ST NY NY f 0013 212 343 8400 V 212 343 8740 F Linear ceiling and wall luminaires STAINLESS STEEL Housing: Fabricated from stainless steel with stainless steel fasteners. Provided with a stainless steel plate for attachment over a single gang vertical switch box. Enclosure: Hand blown three-ply opal glass diffuser with screw neck. Fully gasketed for weather tight operation with a molded silicone rubber O -ring gasket. Allow enough vertical space to slip diffuser up and out for relamping. Electrical: L.ampholders: Fluorescent are type 2011 (39 W) rated 75W, 25O V. Ballasts are electronic universal voltage 120 V through 277V Finish: #4 brushed stainless steel. Stainless steel requires regular cleaning and maintenance, much like household appliances, to maintain its luster and to prevent tarnishing or the appearance of rust like stains. UL listed. suitable foretell locations. Protection class: IPri These luminaires mount to a vertical single -gang wiring box (by others). a V Lamp Lumen A 0 C 4096 P 1 39 W CF twin -4p 2900 234 351A 4!7• BEGA -US 1000 BEGA Way, Carpinteria, CA 93013 (805)684 -0533 FAX(805)566 -9474 www.bega- us.com ®copyright BEGA -115 2010 Updated 10/10 Type: BEGA Product: Project: Voltage: Color: Options: Modified: 23 LEONARD ST NY NY 10013 2­123438400V 212 343 8740 F RILIS"S•FASNIAi4 .Ja , . + LIGHTING OFSIGN 100 Line Page I of 3 101 Performance Sconce The Gardco 101 Trapezoidal Wedge high performance sconce luminaires are designed to integrate T naturally to wall surfaces. The 101 luminaires are available with three (3) different distribution patterns Each Luminalre is designed to accept HID sources up to 175MH, and Compact Fluorescent up to (2) 42W. ec an ants. sea throw hots cam letel exdudin moisture dus insects d contaminants. � � -- Housin Bare se t t, - g � P Y g - - g 1 101 luminaires installed in the normal downlight position and with a flat glass lens, provide full cutoff performance. PREFIX DISTRIBUTION WATTAGE VOLTAGE FINISH OPTIONS Enter the order code Into the appropriate box above. Noce: Gardco reserves the right ro ref se a confilin-lan. Ni combinations and con8guradons are valid. 'r Refer to notes below for exclusions and Ilmftevam. For questions or concerns, please consult the factory PREFIX DISTRIBUTION 101 Trapezoidal Wedge (Standard Luminaire) FT Forward Throw Not Available with Fluorr -cent m LPS sources IDIEM Emergency Sconce - WT Wide Throw NotAvai!ablewnh Fluorescemor LPSso.mes. IOIEMC Emergency Sconce, Cold Temperature MT Medium Throw IOIEMR Remote Emergency Sconce Refer to parph um0on chart below for awiloble combrnamrs. WATTAGE AND VOLTAGE ' LAMP /VOLTAGE CHART - 101 CONFIGURATION CHART - 101 EM OR 101 EMV 60 MPE -� r h U hi cL'O.ic tit ,np'," zh,rl s _- Il0 fl '.b , r N M "and f� CONFIGURATION CHART • IOIEMRs , .i.'Y 2x,7 217V anq , * MH, CMHE and HPS types require medium based E I7 lamps. All MH ISOW and below are pulse start by design, dud!ng CMHE typrs ** 175MH not avaJabie for sale in the United State �_ 0� 0 0� III = MEN I,� ii100 0 ISOHPS 18LP5 I Fluorescent and CMHE himi,eire, feature electronic b.ilesis hot accept 120V through Flua can MH - Metal Halide 2771, SOhz to 61 input Specify UNIV" vnitage for 120V through 2771 CMHE - Ceramic Metal Halite 2.One (I) famp is powered in emergency made wish EM, EMC and EMR types with the 21 UNIV 884CG opbon. 226QF' UNIV with Elecvank Ballast 3.Availeble with ICE420 option, which powers two (1) lamps in emergency mode ICE420 HPS - High Pressure Sodium apdon only available with 226QF., 232TRF CAUTIOM Maximum battery pack Input 32TRF' UNIV LPS - Low Pressure Sodium power for EMR units with )CE420 option is 100 watts (83 amps) when heating element 232TRF' UNIV TRF - Triple Tube Fluorescent is on. This is fn addition to the normal input power for lummarre lamps and ballast 42TRF' UNIV QF - Quad Fluorescent 4 Availabte with 1162 option, which powers two (2) lamps in emergency made. Lamps are wired in Pornifet In emergency mode, should one lamp hero., mol -ble, the rema nfng 242TRF' UNIV lamp will operate with c arm-am total initial output 11urnens. Combinations marked with a dot, shown with 'UNIV' or 5. Refer to "101 Emergency Sconce Table"on page 3 far didaionat information. "200 -177" are available for ordering. 1611 Clovis Barker Road, San Mmos,TX 78666 (BDO) 227 -0758 (512) 753 -1000 .FAX: (512) 753 -7855 sitelighting -re PHILIPS, @2010 Konialdlike Philips Electronics N.V. All Rights Reserved. Philips Gardco reserves the right to change materials or modify the design of its product without notification as part of the company's condnuing product Improvement program. Ift A 79115 - 124/0510 M 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F AMENDMENT #1 AMENDMENT #1 TOWN CEN TER FINAL SITE PLAN RESUBMI TTAL TOWN CEN TER FINAL SITE PLAN RESUBMI TTAL ARB STONEFIELD TOWN CENTER SUBMITTAL NO. SHEET REVISION BY DATE NO, SHEET REVISION CJH 3 -15 -2012 CJH 2-7-2012 CJH 12 -14 -2011 CJH 10-13-2011 CJH 7 -5 -2011 BY DATE 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F PLASS�F;rSMAN LIGHTING DES €Gatti( 05 December 2011 The Shops at Stonefield - Town Square XL -1 DATE PROJECT TYPE Gardco Lighting (2)PL -T 26W /830 /4P /ALTO Philips MANUFACTURER LAMP 100 Line Page 2 of 3 10 1 Performance Sconce FINISH OPTIONS BRP Bronze ' Fusing 6 throe h 277V and BLP Black Paint PCB' Button Type Photoconcrol . 1201 g y 7. Not available with 4801. WP White Paint QSa Quartz Standby S. HID only, Not available with CMHE Ballasts. FT Optics or in 490V NP Natural Aluminum Paint QSTa Quartz Standby -Timed Delay 100 wan Quartz maximum. 9 wry Optk only. 150, HID maximum, I i Quartz maximum. BGP Beige Paint 624s Quartz Emergency 10. WT Optic only, SOCMHE or 70CMHE onty. Supplied with OC Optional Color Paint QT9249 Quartz Emergency -Timed Delay two (2) 20W MR 16 or two (1) 35W M•RI6 Flood (406 beam) lamps. Specify Optlonal Color or 1 1. Not available wish WIG or POLY options. Spe 4 Cockiest LGP or 0C-RAL7024. Ili 2V­ Quartz 12V Emergency 12. Rear envy permitted. RAL Q20MR'o10 (2)MR 16 12V Emergency - 20 Watt 13. NmAvaii with WLU option. SC Special Paint 14. 100 watt HID maximum. Polyc te orbona lenses carry a 1 year Specify. Must supply color chip. Q3SMR10 (2)MR 16 12V Emergency - 35 Watt warranty only ELED1910 (2)LED 12V Emergency Modules - 6.2 Watt IS.AII Emergency Baoery Pocks Or EMR types MUST be ordered with SL Solite" Diffusing Lens luminaires and supplied by Gardco. 16. CAUTION: Maximum battery pack input power far EMR emits with UT S* Uptilt ICE420 option is 100 watts (.03 amps) when heating element WLU" Wet Location Door for Inverted Mount Is on This a in addition to the normal input power fro, luminaire lamps and hallou, WS" Wall Mounted Box for Surface Conduit 17. Lamps are wheat in parallel. in emergency mode, should one lamp ' WS /UT° WS Option w /S° Uptilt became inoperable, the remaining lamp will operate with a raminau total inkial output of 2.250 bran. WG° Wire Guard 18. Available with CosmoPollsT" system only. P011 i Polycarbonate Sag Lens See submittal sheet GE200 -005 Ili Lumistep'" Ballast - 6 hour far complete mform000n on LamiStep" ballasts 19.WT Clack only SOCMHE or 70CMHE onty. Supplied with two LBia Lumistep" Ballast - 8 hour (2) 6.2 watt 300 hemen LED modules. 111_I0'a Lumistep" Ballast - 10 hour 20. Requires a separate source of 12Y power by others. Fl LU h�INgIRES ONLY's B84CG Bodine Remote Emergency Pack ICE42016 IOTA Remote Emergency Battery Pack 226QF / 2327RF only. 1162" IOTA Remote Emergency Battery Pack 226QF 1 232TRF 1 242TRF only DIMENSIONS Mounting Plate 17.718 cm -a- 45/16" - - -- e l O 10,95 cm OTTII 1 3/4" dia. 3" 4.4 cm 7.62 cm O 16 1/4" 91, 41.28 cm 22.86 can - Mounting Bolt Pattern Note: Mounting plate center is located in the center of the luminaire width and 3.5 "(8.89cm) above the luminaire bottom (lens down position). Splices must be made in the) -box (by others). Mounting plate must be secured by max. 5/16" (.79cm) diameter bolts (by others) structurally to the wall. 1611 Clovis Barber Road, San Marc o i 78666 PHILIPS (800) 227 -0758 (512) 753.1000 FAX: (512) 753 -7855 sitelighting.com - C 2010 Kaninkllike Phipps Electronics N.V. All Rights Reserved. Philips Gardco reserves the right to change materials or modify the design of Its product without nou0eation as part of the company's continuing product improvement program. ®�® 79115- 124/0510 (11 G-M R 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F ILI 7200 Wisconsin Avenue 0 Suite 400 0 Bethesda, MD 020814 Phone: 301.652.7400 0 Fax: 301.652.3588 SLISS *FASMAN LIGHTING DESIGN, s 15 March 2012 The Shops at Stonefield - Town Square XL DATE PROJECT TYPE Gardco Lighting PL -T 32W /830 /4P /ALTO 3000K Philips MANUFACTURER LAMP 2400 Lumens 100 Line Page I of 3 101 Performance Sconce The Gardco 101 Trapezoidal Wedge high performance sconce luminaires are designed to integrate naturally to wall surfaces.The 101 luminaires are available with three (3) different distribution patterns Each luminaire is designed to accept HID sources up to 175MH, and Compact Fluorescent up to (2) 42W. / Housings are sealed throughout, completely excluding moisture, dust, insects and contaminants. 101 luminaires installed in the normal downlight position and with a fiat glass lens, provide full cutoff performance. PREFIX DISTRIBUTION WATTAGE VOLTAGE FINISH OPTIONS Enter the order code into the appropriate bar above. Note: Gardco reserves the right to refuse a toles con. Not all combinomers and configumtions are valid. Refer to notes below for exclusions and limimtiee, For ques[bns or concerns, please consult the factory. PREFIX DISTRIBUTION 101 Trapezoidal Wedge (Standard Luminalre) FT Forward Throw Not Available wnh fluorescent or LPS sources. 101 EM Emergency Sconce WT Wide Throw Not Avaiable wnh Fluorescent nr LPS sources. IOIEMC Emergency Sconce, Cold Temperature MT Medium Throw 101 EMR Remote Emergency Sconce Ref r to eanpigamdon chart below for available combearseas. WATTAGE AND VOLTAGE LAMP /VOLTAGE CHART- 101 CONFIGURATION CHART - IOIEM OR IOIEMCs �Cs7i�1�►1R! 60CMPE ba year, C- at"I",r" / x r,PH I:nnlr andran 1pae„•. 0©® 001 MO 010 l0 krwNab7e. in FW1 and M1' CONFIGURATION CHART- IOIEMRs 1.001 o77V i>ry Distribution m Voltage s F= WT MS 1.20 1 208 292 277 391 924 * MH, CMHE and HPS types 2211 1 -) % • • ' '!'' require medium based E17 romps 32TRF Ali LSOWandbelowere Pulse short by design, 232TRF"' Including CMHE types. .- ** 175MH not available 242TRF2,' -'- • • "� " for sale in he United State_ I. Fluorescent and CMHE lumlannes future. electmnk ballasts that accept 120V through MH - Metal Heins 17N, SOhz M 60hz, input Specify "UNIV"vohage for 12OV through 277V. CMHE - Ceramic Metal Halide 2.One (I) lamp is powered in emergency made wMr EM, EMC and EMR types wish the wish Electronic Ballast 3,A CG option. },Available with ICE420 option, which powers two (2) lamps in emergency made. ICE420 HIPS - Mgh Pressure Sodium option only -Rabis with 226QF or 232TRF. CAUTION: Maximum battery pack Input LPS - Low Pressure Sodium power for EMR units with ICE420 opera is 100 -to (.83 amps) when heating element TAP - Triple Tube Fluorescent is on. Trusts in addisian to the normal input power far luminaire lamps and ballast QF - Quad Fluorescent 4.Avoilobie with 1162 option, which powers two (2) Tamps in emergency mode. Lamps are wired In parallel. In emergency mode, should one lamp become Inoperable, the remaining lamp will operate with a minimum total Initial output of2,250 lumens. Combinations marked win a dot, shown with "UNIV" or S. Refer [o "101 Emergency Sconce Table "on page 3 for additional information. '200- 277"are available far ordering. 1611 Clovis Barker Read, San Marcos,TX 78666 (800) 227 -0758 (S[2)753-1000 FAX: (S 12) 753 -7855 sitelighting.com PHILIPS, 0 2010 Komnkliike Philips Elecir -Ii N V. All Rights Reserved. Philips Gardco reserves the right co change materials or modify the design of its product without notifcation as pact of the company's continuing product improvement program. ®�® 79115 -124 /0510 (3p 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F PROJECT THE SHOPS A T S TONEFI ELD SET REV- NO. TOWN CENTER ARB SUBMITTAL RA WING NUMBER: TI TL E: LIGHTING FIXTURE DETAILS FILE NAME: SCALE: DATE: SHEET NUMBER: 12 -14 -2011 LT- 16 �� 0 100. _ fl '.b , r N M "and f� CONFIGURATION CHART • IOIEMRs , .i.'Y 2x,7 217V anq , * MH, CMHE and HPS types require medium based E I7 lamps. All MH ISOW and below are pulse start by design, dud!ng CMHE typrs ** 175MH not avaJabie for sale in the United State �_ 0� 0 0� III = MEN I,� ii100 0 ISOHPS 18LP5 I Fluorescent and CMHE himi,eire, feature electronic b.ilesis hot accept 120V through Flua can MH - Metal Halide 2771, SOhz to 61 input Specify UNIV" vnitage for 120V through 2771 CMHE - Ceramic Metal Halite 2.One (I) famp is powered in emergency made wish EM, EMC and EMR types with the 21 UNIV 884CG opbon. 226QF' UNIV with Elecvank Ballast 3.Availeble with ICE420 option, which powers two (1) lamps in emergency mode ICE420 HPS - High Pressure Sodium apdon only available with 226QF., 232TRF CAUTIOM Maximum battery pack Input 32TRF' UNIV LPS - Low Pressure Sodium power for EMR units with )CE420 option is 100 watts (83 amps) when heating element 232TRF' UNIV TRF - Triple Tube Fluorescent is on. This is fn addition to the normal input power for lummarre lamps and ballast 42TRF' UNIV QF - Quad Fluorescent 4 Availabte with 1162 option, which powers two (2) lamps in emergency made. Lamps are wired in Pornifet In emergency mode, should one lamp hero., mol -ble, the rema nfng 242TRF' UNIV lamp will operate with c arm-am total initial output 11urnens. Combinations marked with a dot, shown with 'UNIV' or 5. Refer to "101 Emergency Sconce Table"on page 3 far didaionat information. "200 -177" are available for ordering. 1611 Clovis Barker Road, San Mmos,TX 78666 (BDO) 227 -0758 (512) 753 -1000 .FAX: (512) 753 -7855 sitelighting -re PHILIPS, @2010 Konialdlike Philips Electronics N.V. All Rights Reserved. Philips Gardco reserves the right to change materials or modify the design of its product without notification as part of the company's condnuing product Improvement program. Ift A 79115 - 124/0510 M 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F AMENDMENT #1 AMENDMENT #1 TOWN CEN TER FINAL SITE PLAN RESUBMI TTAL TOWN CEN TER FINAL SITE PLAN RESUBMI TTAL ARB STONEFIELD TOWN CENTER SUBMITTAL NO. SHEET REVISION BY DATE NO, SHEET REVISION CJH 3 -15 -2012 CJH 2-7-2012 CJH 12 -14 -2011 CJH 10-13-2011 CJH 7 -5 -2011 BY DATE 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F PLASS�F;rSMAN LIGHTING DES €Gatti( 05 December 2011 The Shops at Stonefield - Town Square XL -1 DATE PROJECT TYPE Gardco Lighting (2)PL -T 26W /830 /4P /ALTO Philips MANUFACTURER LAMP 100 Line Page 2 of 3 10 1 Performance Sconce FINISH OPTIONS BRP Bronze ' Fusing 6 throe h 277V and BLP Black Paint PCB' Button Type Photoconcrol . 1201 g y 7. Not available with 4801. WP White Paint QSa Quartz Standby S. HID only, Not available with CMHE Ballasts. FT Optics or in 490V NP Natural Aluminum Paint QSTa Quartz Standby -Timed Delay 100 wan Quartz maximum. 9 wry Optk only. 150, HID maximum, I i Quartz maximum. BGP Beige Paint 624s Quartz Emergency 10. WT Optic only, SOCMHE or 70CMHE onty. Supplied with OC Optional Color Paint QT9249 Quartz Emergency -Timed Delay two (2) 20W MR 16 or two (1) 35W M•RI6 Flood (406 beam) lamps. Specify Optlonal Color or 1 1. Not available wish WIG or POLY options. Spe 4 Cockiest LGP or 0C-RAL7024. Ili 2V­ Quartz 12V Emergency 12. Rear envy permitted. RAL Q20MR'o10 (2)MR 16 12V Emergency - 20 Watt 13. NmAvaii with WLU option. SC Special Paint 14. 100 watt HID maximum. Polyc te orbona lenses carry a 1 year Specify. Must supply color chip. Q3SMR10 (2)MR 16 12V Emergency - 35 Watt warranty only ELED1910 (2)LED 12V Emergency Modules - 6.2 Watt IS.AII Emergency Baoery Pocks Or EMR types MUST be ordered with SL Solite" Diffusing Lens luminaires and supplied by Gardco. 16. CAUTION: Maximum battery pack input power far EMR emits with UT S* Uptilt ICE420 option is 100 watts (.03 amps) when heating element WLU" Wet Location Door for Inverted Mount Is on This a in addition to the normal input power fro, luminaire lamps and hallou, WS" Wall Mounted Box for Surface Conduit 17. Lamps are wheat in parallel. in emergency mode, should one lamp ' WS /UT° WS Option w /S° Uptilt became inoperable, the remaining lamp will operate with a raminau total inkial output of 2.250 bran. WG° Wire Guard 18. Available with CosmoPollsT" system only. P011 i Polycarbonate Sag Lens See submittal sheet GE200 -005 Ili Lumistep'" Ballast - 6 hour far complete mform000n on LamiStep" ballasts 19.WT Clack only SOCMHE or 70CMHE onty. Supplied with two LBia Lumistep" Ballast - 8 hour (2) 6.2 watt 300 hemen LED modules. 111_I0'a Lumistep" Ballast - 10 hour 20. Requires a separate source of 12Y power by others. Fl LU h�INgIRES ONLY's B84CG Bodine Remote Emergency Pack ICE42016 IOTA Remote Emergency Battery Pack 226QF / 2327RF only. 1162" IOTA Remote Emergency Battery Pack 226QF 1 232TRF 1 242TRF only DIMENSIONS Mounting Plate 17.718 cm -a- 45/16" - - -- e l O 10,95 cm OTTII 1 3/4" dia. 3" 4.4 cm 7.62 cm O 16 1/4" 91, 41.28 cm 22.86 can - Mounting Bolt Pattern Note: Mounting plate center is located in the center of the luminaire width and 3.5 "(8.89cm) above the luminaire bottom (lens down position). Splices must be made in the) -box (by others). Mounting plate must be secured by max. 5/16" (.79cm) diameter bolts (by others) structurally to the wall. 1611 Clovis Barber Road, San Marc o i 78666 PHILIPS (800) 227 -0758 (512) 753.1000 FAX: (512) 753 -7855 sitelighting.com - C 2010 Kaninkllike Phipps Electronics N.V. All Rights Reserved. Philips Gardco reserves the right to change materials or modify the design of Its product without nou0eation as part of the company's continuing product improvement program. ®�® 79115- 124/0510 (11 G-M R 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F ILI 7200 Wisconsin Avenue 0 Suite 400 0 Bethesda, MD 020814 Phone: 301.652.7400 0 Fax: 301.652.3588 SLISS *FASMAN LIGHTING DESIGN, s 15 March 2012 The Shops at Stonefield - Town Square XL DATE PROJECT TYPE Gardco Lighting PL -T 32W /830 /4P /ALTO 3000K Philips MANUFACTURER LAMP 2400 Lumens 100 Line Page I of 3 101 Performance Sconce The Gardco 101 Trapezoidal Wedge high performance sconce luminaires are designed to integrate naturally to wall surfaces.The 101 luminaires are available with three (3) different distribution patterns Each luminaire is designed to accept HID sources up to 175MH, and Compact Fluorescent up to (2) 42W. / Housings are sealed throughout, completely excluding moisture, dust, insects and contaminants. 101 luminaires installed in the normal downlight position and with a fiat glass lens, provide full cutoff performance. PREFIX DISTRIBUTION WATTAGE VOLTAGE FINISH OPTIONS Enter the order code into the appropriate bar above. Note: Gardco reserves the right to refuse a toles con. Not all combinomers and configumtions are valid. Refer to notes below for exclusions and limimtiee, For ques[bns or concerns, please consult the factory. PREFIX DISTRIBUTION 101 Trapezoidal Wedge (Standard Luminalre) FT Forward Throw Not Available wnh fluorescent or LPS sources. 101 EM Emergency Sconce WT Wide Throw Not Avaiable wnh Fluorescent nr LPS sources. IOIEMC Emergency Sconce, Cold Temperature MT Medium Throw 101 EMR Remote Emergency Sconce Ref r to eanpigamdon chart below for available combearseas. WATTAGE AND VOLTAGE LAMP /VOLTAGE CHART- 101 CONFIGURATION CHART - IOIEM OR IOIEMCs �Cs7i�1�►1R! 60CMPE ba year, C- at"I",r" / x r,PH I:nnlr andran 1pae„•. 0©® 001 MO 010 l0 krwNab7e. in FW1 and M1' CONFIGURATION CHART- IOIEMRs 1.001 o77V i>ry Distribution m Voltage s F= WT MS 1.20 1 208 292 277 391 924 * MH, CMHE and HPS types 2211 1 -) % • • ' '!'' require medium based E17 romps 32TRF Ali LSOWandbelowere Pulse short by design, 232TRF"' Including CMHE types. .- ** 175MH not available 242TRF2,' -'- • • "� " for sale in he United State_ I. Fluorescent and CMHE lumlannes future. electmnk ballasts that accept 120V through MH - Metal Heins 17N, SOhz M 60hz, input Specify "UNIV"vohage for 12OV through 277V. CMHE - Ceramic Metal Halide 2.One (I) lamp is powered in emergency made wMr EM, EMC and EMR types wish the wish Electronic Ballast 3,A CG option. },Available with ICE420 option, which powers two (2) lamps in emergency made. ICE420 HIPS - Mgh Pressure Sodium option only -Rabis with 226QF or 232TRF. CAUTION: Maximum battery pack Input LPS - Low Pressure Sodium power for EMR units with ICE420 opera is 100 -to (.83 amps) when heating element TAP - Triple Tube Fluorescent is on. Trusts in addisian to the normal input power far luminaire lamps and ballast QF - Quad Fluorescent 4.Avoilobie with 1162 option, which powers two (2) Tamps in emergency mode. Lamps are wired In parallel. In emergency mode, should one lamp become Inoperable, the remaining lamp will operate with a minimum total Initial output of2,250 lumens. Combinations marked win a dot, shown with "UNIV" or S. Refer [o "101 Emergency Sconce Table "on page 3 for additional information. '200- 277"are available far ordering. 1611 Clovis Barker Read, San Marcos,TX 78666 (800) 227 -0758 (S[2)753-1000 FAX: (S 12) 753 -7855 sitelighting.com PHILIPS, 0 2010 Komnkliike Philips Elecir -Ii N V. All Rights Reserved. Philips Gardco reserves the right co change materials or modify the design of its product without notifcation as pact of the company's continuing product improvement program. ®�® 79115 -124 /0510 (3p 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F PROJECT THE SHOPS A T S TONEFI ELD SET REV- NO. TOWN CENTER ARB SUBMITTAL RA WING NUMBER: TI TL E: LIGHTING FIXTURE DETAILS FILE NAME: SCALE: DATE: SHEET NUMBER: 12 -14 -2011 LT- 16 ISOHPS 18LP5 I Fluorescent and CMHE himi,eire, feature electronic b.ilesis hot accept 120V through Flua can MH - Metal Halide 2771, SOhz to 61 input Specify UNIV" vnitage for 120V through 2771 CMHE - Ceramic Metal Halite 2.One (I) famp is powered in emergency made wish EM, EMC and EMR types with the 21 UNIV 884CG opbon. 226QF' UNIV with Elecvank Ballast 3.Availeble with ICE420 option, which powers two (1) lamps in emergency mode ICE420 HPS - High Pressure Sodium apdon only available with 226QF., 232TRF CAUTIOM Maximum battery pack Input 32TRF' UNIV LPS - Low Pressure Sodium power for EMR units with )CE420 option is 100 watts (83 amps) when heating element 232TRF' UNIV TRF - Triple Tube Fluorescent is on. This is fn addition to the normal input power for lummarre lamps and ballast 42TRF' UNIV QF - Quad Fluorescent 4 Availabte with 1162 option, which powers two (2) lamps in emergency made. Lamps are wired in Pornifet In emergency mode, should one lamp hero., mol -ble, the rema nfng 242TRF' UNIV lamp will operate with c arm-am total initial output 11urnens. Combinations marked with a dot, shown with 'UNIV' or 5. Refer to "101 Emergency Sconce Table"on page 3 far didaionat information. "200 -177" are available for ordering. 1611 Clovis Barker Road, San Mmos,TX 78666 (BDO) 227 -0758 (512) 753 -1000 .FAX: (512) 753 -7855 sitelighting -re PHILIPS, @2010 Konialdlike Philips Electronics N.V. All Rights Reserved. Philips Gardco reserves the right to change materials or modify the design of its product without notification as part of the company's condnuing product Improvement program. Ift A 79115 - 124/0510 M 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F AMENDMENT #1 AMENDMENT #1 TOWN CEN TER FINAL SITE PLAN RESUBMI TTAL TOWN CEN TER FINAL SITE PLAN RESUBMI TTAL ARB STONEFIELD TOWN CENTER SUBMITTAL NO. SHEET REVISION BY DATE NO, SHEET REVISION CJH 3 -15 -2012 CJH 2-7-2012 CJH 12 -14 -2011 CJH 10-13-2011 CJH 7 -5 -2011 BY DATE 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F PLASS�F;rSMAN LIGHTING DES €Gatti( 05 December 2011 The Shops at Stonefield - Town Square XL -1 DATE PROJECT TYPE Gardco Lighting (2)PL -T 26W /830 /4P /ALTO Philips MANUFACTURER LAMP 100 Line Page 2 of 3 10 1 Performance Sconce FINISH OPTIONS BRP Bronze ' Fusing 6 throe h 277V and BLP Black Paint PCB' Button Type Photoconcrol . 1201 g y 7. Not available with 4801. WP White Paint QSa Quartz Standby S. HID only, Not available with CMHE Ballasts. FT Optics or in 490V NP Natural Aluminum Paint QSTa Quartz Standby -Timed Delay 100 wan Quartz maximum. 9 wry Optk only. 150, HID maximum, I i Quartz maximum. BGP Beige Paint 624s Quartz Emergency 10. WT Optic only, SOCMHE or 70CMHE onty. Supplied with OC Optional Color Paint QT9249 Quartz Emergency -Timed Delay two (2) 20W MR 16 or two (1) 35W M•RI6 Flood (406 beam) lamps. Specify Optlonal Color or 1 1. Not available wish WIG or POLY options. Spe 4 Cockiest LGP or 0C-RAL7024. Ili 2V­ Quartz 12V Emergency 12. Rear envy permitted. RAL Q20MR'o10 (2)MR 16 12V Emergency - 20 Watt 13. NmAvaii with WLU option. SC Special Paint 14. 100 watt HID maximum. Polyc te orbona lenses carry a 1 year Specify. Must supply color chip. Q3SMR10 (2)MR 16 12V Emergency - 35 Watt warranty only ELED1910 (2)LED 12V Emergency Modules - 6.2 Watt IS.AII Emergency Baoery Pocks Or EMR types MUST be ordered with SL Solite" Diffusing Lens luminaires and supplied by Gardco. 16. CAUTION: Maximum battery pack input power far EMR emits with UT S* Uptilt ICE420 option is 100 watts (.03 amps) when heating element WLU" Wet Location Door for Inverted Mount Is on This a in addition to the normal input power fro, luminaire lamps and hallou, WS" Wall Mounted Box for Surface Conduit 17. Lamps are wheat in parallel. in emergency mode, should one lamp ' WS /UT° WS Option w /S° Uptilt became inoperable, the remaining lamp will operate with a raminau total inkial output of 2.250 bran. WG° Wire Guard 18. Available with CosmoPollsT" system only. P011 i Polycarbonate Sag Lens See submittal sheet GE200 -005 Ili Lumistep'" Ballast - 6 hour far complete mform000n on LamiStep" ballasts 19.WT Clack only SOCMHE or 70CMHE onty. Supplied with two LBia Lumistep" Ballast - 8 hour (2) 6.2 watt 300 hemen LED modules. 111_I0'a Lumistep" Ballast - 10 hour 20. Requires a separate source of 12Y power by others. Fl LU h�INgIRES ONLY's B84CG Bodine Remote Emergency Pack ICE42016 IOTA Remote Emergency Battery Pack 226QF / 2327RF only. 1162" IOTA Remote Emergency Battery Pack 226QF 1 232TRF 1 242TRF only DIMENSIONS Mounting Plate 17.718 cm -a- 45/16" - - -- e l O 10,95 cm OTTII 1 3/4" dia. 3" 4.4 cm 7.62 cm O 16 1/4" 91, 41.28 cm 22.86 can - Mounting Bolt Pattern Note: Mounting plate center is located in the center of the luminaire width and 3.5 "(8.89cm) above the luminaire bottom (lens down position). Splices must be made in the) -box (by others). Mounting plate must be secured by max. 5/16" (.79cm) diameter bolts (by others) structurally to the wall. 1611 Clovis Barber Road, San Marc o i 78666 PHILIPS (800) 227 -0758 (512) 753.1000 FAX: (512) 753 -7855 sitelighting.com - C 2010 Kaninkllike Phipps Electronics N.V. All Rights Reserved. Philips Gardco reserves the right to change materials or modify the design of Its product without nou0eation as part of the company's continuing product improvement program. ®�® 79115- 124/0510 (11 G-M R 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F ILI 7200 Wisconsin Avenue 0 Suite 400 0 Bethesda, MD 020814 Phone: 301.652.7400 0 Fax: 301.652.3588 SLISS *FASMAN LIGHTING DESIGN, s 15 March 2012 The Shops at Stonefield - Town Square XL DATE PROJECT TYPE Gardco Lighting PL -T 32W /830 /4P /ALTO 3000K Philips MANUFACTURER LAMP 2400 Lumens 100 Line Page I of 3 101 Performance Sconce The Gardco 101 Trapezoidal Wedge high performance sconce luminaires are designed to integrate naturally to wall surfaces.The 101 luminaires are available with three (3) different distribution patterns Each luminaire is designed to accept HID sources up to 175MH, and Compact Fluorescent up to (2) 42W. / Housings are sealed throughout, completely excluding moisture, dust, insects and contaminants. 101 luminaires installed in the normal downlight position and with a fiat glass lens, provide full cutoff performance. PREFIX DISTRIBUTION WATTAGE VOLTAGE FINISH OPTIONS Enter the order code into the appropriate bar above. Note: Gardco reserves the right to refuse a toles con. Not all combinomers and configumtions are valid. Refer to notes below for exclusions and limimtiee, For ques[bns or concerns, please consult the factory. PREFIX DISTRIBUTION 101 Trapezoidal Wedge (Standard Luminalre) FT Forward Throw Not Available wnh fluorescent or LPS sources. 101 EM Emergency Sconce WT Wide Throw Not Avaiable wnh Fluorescent nr LPS sources. IOIEMC Emergency Sconce, Cold Temperature MT Medium Throw 101 EMR Remote Emergency Sconce Ref r to eanpigamdon chart below for available combearseas. WATTAGE AND VOLTAGE LAMP /VOLTAGE CHART- 101 CONFIGURATION CHART - IOIEM OR IOIEMCs �Cs7i�1�►1R! 60CMPE ba year, C- at"I",r" / x r,PH I:nnlr andran 1pae„•. 0©® 001 MO 010 l0 krwNab7e. in FW1 and M1' CONFIGURATION CHART- IOIEMRs 1.001 o77V i>ry Distribution m Voltage s F= WT MS 1.20 1 208 292 277 391 924 * MH, CMHE and HPS types 2211 1 -) % • • ' '!'' require medium based E17 romps 32TRF Ali LSOWandbelowere Pulse short by design, 232TRF"' Including CMHE types. .- ** 175MH not available 242TRF2,' -'- • • "� " for sale in he United State_ I. Fluorescent and CMHE lumlannes future. electmnk ballasts that accept 120V through MH - Metal Heins 17N, SOhz M 60hz, input Specify "UNIV"vohage for 12OV through 277V. CMHE - Ceramic Metal Halide 2.One (I) lamp is powered in emergency made wMr EM, EMC and EMR types wish the wish Electronic Ballast 3,A CG option. },Available with ICE420 option, which powers two (2) lamps in emergency made. ICE420 HIPS - Mgh Pressure Sodium option only -Rabis with 226QF or 232TRF. CAUTION: Maximum battery pack Input LPS - Low Pressure Sodium power for EMR units with ICE420 opera is 100 -to (.83 amps) when heating element TAP - Triple Tube Fluorescent is on. Trusts in addisian to the normal input power far luminaire lamps and ballast QF - Quad Fluorescent 4.Avoilobie with 1162 option, which powers two (2) Tamps in emergency mode. Lamps are wired In parallel. In emergency mode, should one lamp become Inoperable, the remaining lamp will operate with a minimum total Initial output of2,250 lumens. Combinations marked win a dot, shown with "UNIV" or S. Refer [o "101 Emergency Sconce Table "on page 3 for additional information. '200- 277"are available far ordering. 1611 Clovis Barker Read, San Marcos,TX 78666 (800) 227 -0758 (S[2)753-1000 FAX: (S 12) 753 -7855 sitelighting.com PHILIPS, 0 2010 Komnkliike Philips Elecir -Ii N V. All Rights Reserved. Philips Gardco reserves the right co change materials or modify the design of its product without notifcation as pact of the company's continuing product improvement program. ®�® 79115 -124 /0510 (3p 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F PROJECT THE SHOPS A T S TONEFI ELD SET REV- NO. TOWN CENTER ARB SUBMITTAL RA WING NUMBER: TI TL E: LIGHTING FIXTURE DETAILS FILE NAME: SCALE: DATE: SHEET NUMBER: 12 -14 -2011 LT- 16 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F AMENDMENT #1 AMENDMENT #1 TOWN CEN TER FINAL SITE PLAN RESUBMI TTAL TOWN CEN TER FINAL SITE PLAN RESUBMI TTAL ARB STONEFIELD TOWN CENTER SUBMITTAL NO. SHEET REVISION BY DATE NO, SHEET REVISION CJH 3 -15 -2012 CJH 2-7-2012 CJH 12 -14 -2011 CJH 10-13-2011 CJH 7 -5 -2011 BY DATE 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F PLASS�F;rSMAN LIGHTING DES €Gatti( 05 December 2011 The Shops at Stonefield - Town Square XL -1 DATE PROJECT TYPE Gardco Lighting (2)PL -T 26W /830 /4P /ALTO Philips MANUFACTURER LAMP 100 Line Page 2 of 3 10 1 Performance Sconce FINISH OPTIONS BRP Bronze ' Fusing 6 throe h 277V and BLP Black Paint PCB' Button Type Photoconcrol . 1201 g y 7. Not available with 4801. WP White Paint QSa Quartz Standby S. HID only, Not available with CMHE Ballasts. FT Optics or in 490V NP Natural Aluminum Paint QSTa Quartz Standby -Timed Delay 100 wan Quartz maximum. 9 wry Optk only. 150, HID maximum, I i Quartz maximum. BGP Beige Paint 624s Quartz Emergency 10. WT Optic only, SOCMHE or 70CMHE onty. Supplied with OC Optional Color Paint QT9249 Quartz Emergency -Timed Delay two (2) 20W MR 16 or two (1) 35W M•RI6 Flood (406 beam) lamps. Specify Optlonal Color or 1 1. Not available wish WIG or POLY options. Spe 4 Cockiest LGP or 0C-RAL7024. Ili 2V­ Quartz 12V Emergency 12. Rear envy permitted. RAL Q20MR'o10 (2)MR 16 12V Emergency - 20 Watt 13. NmAvaii with WLU option. SC Special Paint 14. 100 watt HID maximum. Polyc te orbona lenses carry a 1 year Specify. Must supply color chip. Q3SMR10 (2)MR 16 12V Emergency - 35 Watt warranty only ELED1910 (2)LED 12V Emergency Modules - 6.2 Watt IS.AII Emergency Baoery Pocks Or EMR types MUST be ordered with SL Solite" Diffusing Lens luminaires and supplied by Gardco. 16. CAUTION: Maximum battery pack input power far EMR emits with UT S* Uptilt ICE420 option is 100 watts (.03 amps) when heating element WLU" Wet Location Door for Inverted Mount Is on This a in addition to the normal input power fro, luminaire lamps and hallou, WS" Wall Mounted Box for Surface Conduit 17. Lamps are wheat in parallel. in emergency mode, should one lamp ' WS /UT° WS Option w /S° Uptilt became inoperable, the remaining lamp will operate with a raminau total inkial output of 2.250 bran. WG° Wire Guard 18. Available with CosmoPollsT" system only. P011 i Polycarbonate Sag Lens See submittal sheet GE200 -005 Ili Lumistep'" Ballast - 6 hour far complete mform000n on LamiStep" ballasts 19.WT Clack only SOCMHE or 70CMHE onty. Supplied with two LBia Lumistep" Ballast - 8 hour (2) 6.2 watt 300 hemen LED modules. 111_I0'a Lumistep" Ballast - 10 hour 20. Requires a separate source of 12Y power by others. Fl LU h�INgIRES ONLY's B84CG Bodine Remote Emergency Pack ICE42016 IOTA Remote Emergency Battery Pack 226QF / 2327RF only. 1162" IOTA Remote Emergency Battery Pack 226QF 1 232TRF 1 242TRF only DIMENSIONS Mounting Plate 17.718 cm -a- 45/16" - - -- e l O 10,95 cm OTTII 1 3/4" dia. 3" 4.4 cm 7.62 cm O 16 1/4" 91, 41.28 cm 22.86 can - Mounting Bolt Pattern Note: Mounting plate center is located in the center of the luminaire width and 3.5 "(8.89cm) above the luminaire bottom (lens down position). Splices must be made in the) -box (by others). Mounting plate must be secured by max. 5/16" (.79cm) diameter bolts (by others) structurally to the wall. 1611 Clovis Barber Road, San Marc o i 78666 PHILIPS (800) 227 -0758 (512) 753.1000 FAX: (512) 753 -7855 sitelighting.com - C 2010 Kaninkllike Phipps Electronics N.V. All Rights Reserved. Philips Gardco reserves the right to change materials or modify the design of Its product without nou0eation as part of the company's continuing product improvement program. ®�® 79115- 124/0510 (11 G-M R 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F ILI 7200 Wisconsin Avenue 0 Suite 400 0 Bethesda, MD 020814 Phone: 301.652.7400 0 Fax: 301.652.3588 SLISS *FASMAN LIGHTING DESIGN, s 15 March 2012 The Shops at Stonefield - Town Square XL DATE PROJECT TYPE Gardco Lighting PL -T 32W /830 /4P /ALTO 3000K Philips MANUFACTURER LAMP 2400 Lumens 100 Line Page I of 3 101 Performance Sconce The Gardco 101 Trapezoidal Wedge high performance sconce luminaires are designed to integrate naturally to wall surfaces.The 101 luminaires are available with three (3) different distribution patterns Each luminaire is designed to accept HID sources up to 175MH, and Compact Fluorescent up to (2) 42W. / Housings are sealed throughout, completely excluding moisture, dust, insects and contaminants. 101 luminaires installed in the normal downlight position and with a fiat glass lens, provide full cutoff performance. PREFIX DISTRIBUTION WATTAGE VOLTAGE FINISH OPTIONS Enter the order code into the appropriate bar above. Note: Gardco reserves the right to refuse a toles con. Not all combinomers and configumtions are valid. Refer to notes below for exclusions and limimtiee, For ques[bns or concerns, please consult the factory. PREFIX DISTRIBUTION 101 Trapezoidal Wedge (Standard Luminalre) FT Forward Throw Not Available wnh fluorescent or LPS sources. 101 EM Emergency Sconce WT Wide Throw Not Avaiable wnh Fluorescent nr LPS sources. IOIEMC Emergency Sconce, Cold Temperature MT Medium Throw 101 EMR Remote Emergency Sconce Ref r to eanpigamdon chart below for available combearseas. WATTAGE AND VOLTAGE LAMP /VOLTAGE CHART- 101 CONFIGURATION CHART - IOIEM OR IOIEMCs �Cs7i�1�►1R! 60CMPE ba year, C- at"I",r" / x r,PH I:nnlr andran 1pae„•. 0©® 001 MO 010 l0 krwNab7e. in FW1 and M1' CONFIGURATION CHART- IOIEMRs 1.001 o77V i>ry Distribution m Voltage s F= WT MS 1.20 1 208 292 277 391 924 * MH, CMHE and HPS types 2211 1 -) % • • ' '!'' require medium based E17 romps 32TRF Ali LSOWandbelowere Pulse short by design, 232TRF"' Including CMHE types. .- ** 175MH not available 242TRF2,' -'- • • "� " for sale in he United State_ I. Fluorescent and CMHE lumlannes future. electmnk ballasts that accept 120V through MH - Metal Heins 17N, SOhz M 60hz, input Specify "UNIV"vohage for 12OV through 277V. CMHE - Ceramic Metal Halide 2.One (I) lamp is powered in emergency made wMr EM, EMC and EMR types wish the wish Electronic Ballast 3,A CG option. },Available with ICE420 option, which powers two (2) lamps in emergency made. ICE420 HIPS - Mgh Pressure Sodium option only -Rabis with 226QF or 232TRF. CAUTION: Maximum battery pack Input LPS - Low Pressure Sodium power for EMR units with ICE420 opera is 100 -to (.83 amps) when heating element TAP - Triple Tube Fluorescent is on. Trusts in addisian to the normal input power far luminaire lamps and ballast QF - Quad Fluorescent 4.Avoilobie with 1162 option, which powers two (2) Tamps in emergency mode. Lamps are wired In parallel. In emergency mode, should one lamp become Inoperable, the remaining lamp will operate with a minimum total Initial output of2,250 lumens. Combinations marked win a dot, shown with "UNIV" or S. Refer [o "101 Emergency Sconce Table "on page 3 for additional information. '200- 277"are available far ordering. 1611 Clovis Barker Read, San Marcos,TX 78666 (800) 227 -0758 (S[2)753-1000 FAX: (S 12) 753 -7855 sitelighting.com PHILIPS, 0 2010 Komnkliike Philips Elecir -Ii N V. All Rights Reserved. Philips Gardco reserves the right co change materials or modify the design of its product without notifcation as pact of the company's continuing product improvement program. ®�® 79115 -124 /0510 (3p 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F PROJECT THE SHOPS A T S TONEFI ELD SET REV- NO. TOWN CENTER ARB SUBMITTAL RA WING NUMBER: TI TL E: LIGHTING FIXTURE DETAILS FILE NAME: SCALE: DATE: SHEET NUMBER: 12 -14 -2011 LT- 16 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F PLASS�F;rSMAN LIGHTING DES €Gatti( 05 December 2011 The Shops at Stonefield - Town Square XL -1 DATE PROJECT TYPE Gardco Lighting (2)PL -T 26W /830 /4P /ALTO Philips MANUFACTURER LAMP 100 Line Page 2 of 3 10 1 Performance Sconce FINISH OPTIONS BRP Bronze ' Fusing 6 throe h 277V and BLP Black Paint PCB' Button Type Photoconcrol . 1201 g y 7. Not available with 4801. WP White Paint QSa Quartz Standby S. HID only, Not available with CMHE Ballasts. FT Optics or in 490V NP Natural Aluminum Paint QSTa Quartz Standby -Timed Delay 100 wan Quartz maximum. 9 wry Optk only. 150, HID maximum, I i Quartz maximum. BGP Beige Paint 624s Quartz Emergency 10. WT Optic only, SOCMHE or 70CMHE onty. Supplied with OC Optional Color Paint QT9249 Quartz Emergency -Timed Delay two (2) 20W MR 16 or two (1) 35W M•RI6 Flood (406 beam) lamps. Specify Optlonal Color or 1 1. Not available wish WIG or POLY options. Spe 4 Cockiest LGP or 0C-RAL7024. Ili 2V­ Quartz 12V Emergency 12. Rear envy permitted. RAL Q20MR'o10 (2)MR 16 12V Emergency - 20 Watt 13. NmAvaii with WLU option. SC Special Paint 14. 100 watt HID maximum. Polyc te orbona lenses carry a 1 year Specify. Must supply color chip. Q3SMR10 (2)MR 16 12V Emergency - 35 Watt warranty only ELED1910 (2)LED 12V Emergency Modules - 6.2 Watt IS.AII Emergency Baoery Pocks Or EMR types MUST be ordered with SL Solite" Diffusing Lens luminaires and supplied by Gardco. 16. CAUTION: Maximum battery pack input power far EMR emits with UT S* Uptilt ICE420 option is 100 watts (.03 amps) when heating element WLU" Wet Location Door for Inverted Mount Is on This a in addition to the normal input power fro, luminaire lamps and hallou, WS" Wall Mounted Box for Surface Conduit 17. Lamps are wheat in parallel. in emergency mode, should one lamp ' WS /UT° WS Option w /S° Uptilt became inoperable, the remaining lamp will operate with a raminau total inkial output of 2.250 bran. WG° Wire Guard 18. Available with CosmoPollsT" system only. P011 i Polycarbonate Sag Lens See submittal sheet GE200 -005 Ili Lumistep'" Ballast - 6 hour far complete mform000n on LamiStep" ballasts 19.WT Clack only SOCMHE or 70CMHE onty. Supplied with two LBia Lumistep" Ballast - 8 hour (2) 6.2 watt 300 hemen LED modules. 111_I0'a Lumistep" Ballast - 10 hour 20. Requires a separate source of 12Y power by others. Fl LU h�INgIRES ONLY's B84CG Bodine Remote Emergency Pack ICE42016 IOTA Remote Emergency Battery Pack 226QF / 2327RF only. 1162" IOTA Remote Emergency Battery Pack 226QF 1 232TRF 1 242TRF only DIMENSIONS Mounting Plate 17.718 cm -a- 45/16" - - -- e l O 10,95 cm OTTII 1 3/4" dia. 3" 4.4 cm 7.62 cm O 16 1/4" 91, 41.28 cm 22.86 can - Mounting Bolt Pattern Note: Mounting plate center is located in the center of the luminaire width and 3.5 "(8.89cm) above the luminaire bottom (lens down position). Splices must be made in the) -box (by others). Mounting plate must be secured by max. 5/16" (.79cm) diameter bolts (by others) structurally to the wall. 1611 Clovis Barber Road, San Marc o i 78666 PHILIPS (800) 227 -0758 (512) 753.1000 FAX: (512) 753 -7855 sitelighting.com - C 2010 Kaninkllike Phipps Electronics N.V. All Rights Reserved. Philips Gardco reserves the right to change materials or modify the design of Its product without nou0eation as part of the company's continuing product improvement program. ®�® 79115- 124/0510 (11 G-M R 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F ILI 7200 Wisconsin Avenue 0 Suite 400 0 Bethesda, MD 020814 Phone: 301.652.7400 0 Fax: 301.652.3588 SLISS *FASMAN LIGHTING DESIGN, s 15 March 2012 The Shops at Stonefield - Town Square XL DATE PROJECT TYPE Gardco Lighting PL -T 32W /830 /4P /ALTO 3000K Philips MANUFACTURER LAMP 2400 Lumens 100 Line Page I of 3 101 Performance Sconce The Gardco 101 Trapezoidal Wedge high performance sconce luminaires are designed to integrate naturally to wall surfaces.The 101 luminaires are available with three (3) different distribution patterns Each luminaire is designed to accept HID sources up to 175MH, and Compact Fluorescent up to (2) 42W. / Housings are sealed throughout, completely excluding moisture, dust, insects and contaminants. 101 luminaires installed in the normal downlight position and with a fiat glass lens, provide full cutoff performance. PREFIX DISTRIBUTION WATTAGE VOLTAGE FINISH OPTIONS Enter the order code into the appropriate bar above. Note: Gardco reserves the right to refuse a toles con. Not all combinomers and configumtions are valid. Refer to notes below for exclusions and limimtiee, For ques[bns or concerns, please consult the factory. PREFIX DISTRIBUTION 101 Trapezoidal Wedge (Standard Luminalre) FT Forward Throw Not Available wnh fluorescent or LPS sources. 101 EM Emergency Sconce WT Wide Throw Not Avaiable wnh Fluorescent nr LPS sources. IOIEMC Emergency Sconce, Cold Temperature MT Medium Throw 101 EMR Remote Emergency Sconce Ref r to eanpigamdon chart below for available combearseas. WATTAGE AND VOLTAGE LAMP /VOLTAGE CHART- 101 CONFIGURATION CHART - IOIEM OR IOIEMCs �Cs7i�1�►1R! 60CMPE ba year, C- at"I",r" / x r,PH I:nnlr andran 1pae„•. 0©® 001 MO 010 l0 krwNab7e. in FW1 and M1' CONFIGURATION CHART- IOIEMRs 1.001 o77V i>ry Distribution m Voltage s F= WT MS 1.20 1 208 292 277 391 924 * MH, CMHE and HPS types 2211 1 -) % • • ' '!'' require medium based E17 romps 32TRF Ali LSOWandbelowere Pulse short by design, 232TRF"' Including CMHE types. .- ** 175MH not available 242TRF2,' -'- • • "� " for sale in he United State_ I. Fluorescent and CMHE lumlannes future. electmnk ballasts that accept 120V through MH - Metal Heins 17N, SOhz M 60hz, input Specify "UNIV"vohage for 12OV through 277V. CMHE - Ceramic Metal Halide 2.One (I) lamp is powered in emergency made wMr EM, EMC and EMR types wish the wish Electronic Ballast 3,A CG option. },Available with ICE420 option, which powers two (2) lamps in emergency made. ICE420 HIPS - Mgh Pressure Sodium option only -Rabis with 226QF or 232TRF. CAUTION: Maximum battery pack Input LPS - Low Pressure Sodium power for EMR units with ICE420 opera is 100 -to (.83 amps) when heating element TAP - Triple Tube Fluorescent is on. Trusts in addisian to the normal input power far luminaire lamps and ballast QF - Quad Fluorescent 4.Avoilobie with 1162 option, which powers two (2) Tamps in emergency mode. Lamps are wired In parallel. In emergency mode, should one lamp become Inoperable, the remaining lamp will operate with a minimum total Initial output of2,250 lumens. Combinations marked win a dot, shown with "UNIV" or S. Refer [o "101 Emergency Sconce Table "on page 3 for additional information. '200- 277"are available far ordering. 1611 Clovis Barker Read, San Marcos,TX 78666 (800) 227 -0758 (S[2)753-1000 FAX: (S 12) 753 -7855 sitelighting.com PHILIPS, 0 2010 Komnkliike Philips Elecir -Ii N V. All Rights Reserved. Philips Gardco reserves the right co change materials or modify the design of its product without notifcation as pact of the company's continuing product improvement program. ®�® 79115 -124 /0510 (3p 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F PROJECT THE SHOPS A T S TONEFI ELD SET REV- NO. TOWN CENTER ARB SUBMITTAL RA WING NUMBER: TI TL E: LIGHTING FIXTURE DETAILS FILE NAME: SCALE: DATE: SHEET NUMBER: 12 -14 -2011 LT- 16 17.718 cm -a- 45/16" - - -- e l O 10,95 cm OTTII 1 3/4" dia. 3" 4.4 cm 7.62 cm O 16 1/4" 91, 41.28 cm 22.86 can - Mounting Bolt Pattern Note: Mounting plate center is located in the center of the luminaire width and 3.5 "(8.89cm) above the luminaire bottom (lens down position). Splices must be made in the) -box (by others). Mounting plate must be secured by max. 5/16" (.79cm) diameter bolts (by others) structurally to the wall. 1611 Clovis Barber Road, San Marc o i 78666 PHILIPS (800) 227 -0758 (512) 753.1000 FAX: (512) 753 -7855 sitelighting.com - C 2010 Kaninkllike Phipps Electronics N.V. All Rights Reserved. Philips Gardco reserves the right to change materials or modify the design of Its product without nou0eation as part of the company's continuing product improvement program. ®�® 79115- 124/0510 (11 G-M R 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F ILI 7200 Wisconsin Avenue 0 Suite 400 0 Bethesda, MD 020814 Phone: 301.652.7400 0 Fax: 301.652.3588 SLISS *FASMAN LIGHTING DESIGN, s 15 March 2012 The Shops at Stonefield - Town Square XL DATE PROJECT TYPE Gardco Lighting PL -T 32W /830 /4P /ALTO 3000K Philips MANUFACTURER LAMP 2400 Lumens 100 Line Page I of 3 101 Performance Sconce The Gardco 101 Trapezoidal Wedge high performance sconce luminaires are designed to integrate naturally to wall surfaces.The 101 luminaires are available with three (3) different distribution patterns Each luminaire is designed to accept HID sources up to 175MH, and Compact Fluorescent up to (2) 42W. / Housings are sealed throughout, completely excluding moisture, dust, insects and contaminants. 101 luminaires installed in the normal downlight position and with a fiat glass lens, provide full cutoff performance. PREFIX DISTRIBUTION WATTAGE VOLTAGE FINISH OPTIONS Enter the order code into the appropriate bar above. Note: Gardco reserves the right to refuse a toles con. Not all combinomers and configumtions are valid. Refer to notes below for exclusions and limimtiee, For ques[bns or concerns, please consult the factory. PREFIX DISTRIBUTION 101 Trapezoidal Wedge (Standard Luminalre) FT Forward Throw Not Available wnh fluorescent or LPS sources. 101 EM Emergency Sconce WT Wide Throw Not Avaiable wnh Fluorescent nr LPS sources. IOIEMC Emergency Sconce, Cold Temperature MT Medium Throw 101 EMR Remote Emergency Sconce Ref r to eanpigamdon chart below for available combearseas. WATTAGE AND VOLTAGE LAMP /VOLTAGE CHART- 101 CONFIGURATION CHART - IOIEM OR IOIEMCs �Cs7i�1�►1R! 60CMPE ba year, C- at"I",r" / x r,PH I:nnlr andran 1pae„•. 0©® 001 MO 010 l0 krwNab7e. in FW1 and M1' CONFIGURATION CHART- IOIEMRs 1.001 o77V i>ry Distribution m Voltage s F= WT MS 1.20 1 208 292 277 391 924 * MH, CMHE and HPS types 2211 1 -) % • • ' '!'' require medium based E17 romps 32TRF Ali LSOWandbelowere Pulse short by design, 232TRF"' Including CMHE types. .- ** 175MH not available 242TRF2,' -'- • • "� " for sale in he United State_ I. Fluorescent and CMHE lumlannes future. electmnk ballasts that accept 120V through MH - Metal Heins 17N, SOhz M 60hz, input Specify "UNIV"vohage for 12OV through 277V. CMHE - Ceramic Metal Halide 2.One (I) lamp is powered in emergency made wMr EM, EMC and EMR types wish the wish Electronic Ballast 3,A CG option. },Available with ICE420 option, which powers two (2) lamps in emergency made. ICE420 HIPS - Mgh Pressure Sodium option only -Rabis with 226QF or 232TRF. CAUTION: Maximum battery pack Input LPS - Low Pressure Sodium power for EMR units with ICE420 opera is 100 -to (.83 amps) when heating element TAP - Triple Tube Fluorescent is on. Trusts in addisian to the normal input power far luminaire lamps and ballast QF - Quad Fluorescent 4.Avoilobie with 1162 option, which powers two (2) Tamps in emergency mode. Lamps are wired In parallel. In emergency mode, should one lamp become Inoperable, the remaining lamp will operate with a minimum total Initial output of2,250 lumens. Combinations marked win a dot, shown with "UNIV" or S. Refer [o "101 Emergency Sconce Table "on page 3 for additional information. '200- 277"are available far ordering. 1611 Clovis Barker Read, San Marcos,TX 78666 (800) 227 -0758 (S[2)753-1000 FAX: (S 12) 753 -7855 sitelighting.com PHILIPS, 0 2010 Komnkliike Philips Elecir -Ii N V. All Rights Reserved. Philips Gardco reserves the right co change materials or modify the design of its product without notifcation as pact of the company's continuing product improvement program. ®�® 79115 -124 /0510 (3p 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F PROJECT THE SHOPS A T S TONEFI ELD SET REV- NO. TOWN CENTER ARB SUBMITTAL RA WING NUMBER: TI TL E: LIGHTING FIXTURE DETAILS FILE NAME: SCALE: DATE: SHEET NUMBER: 12 -14 -2011 LT- 16 krwNab7e. in FW1 and M1' CONFIGURATION CHART- IOIEMRs 1.001 o77V i>ry Distribution m Voltage s F= WT MS 1.20 1 208 292 277 391 924 * MH, CMHE and HPS types 2211 1 -) % • • ' '!'' require medium based E17 romps 32TRF Ali LSOWandbelowere Pulse short by design, 232TRF"' Including CMHE types. .- ** 175MH not available 242TRF2,' -'- • • "� " for sale in he United State_ I. Fluorescent and CMHE lumlannes future. electmnk ballasts that accept 120V through MH - Metal Heins 17N, SOhz M 60hz, input Specify "UNIV"vohage for 12OV through 277V. CMHE - Ceramic Metal Halide 2.One (I) lamp is powered in emergency made wMr EM, EMC and EMR types wish the wish Electronic Ballast 3,A CG option. },Available with ICE420 option, which powers two (2) lamps in emergency made. ICE420 HIPS - Mgh Pressure Sodium option only -Rabis with 226QF or 232TRF. CAUTION: Maximum battery pack Input LPS - Low Pressure Sodium power for EMR units with ICE420 opera is 100 -to (.83 amps) when heating element TAP - Triple Tube Fluorescent is on. Trusts in addisian to the normal input power far luminaire lamps and ballast QF - Quad Fluorescent 4.Avoilobie with 1162 option, which powers two (2) Tamps in emergency mode. Lamps are wired In parallel. In emergency mode, should one lamp become Inoperable, the remaining lamp will operate with a minimum total Initial output of2,250 lumens. Combinations marked win a dot, shown with "UNIV" or S. Refer [o "101 Emergency Sconce Table "on page 3 for additional information. '200- 277"are available far ordering. 1611 Clovis Barker Read, San Marcos,TX 78666 (800) 227 -0758 (S[2)753-1000 FAX: (S 12) 753 -7855 sitelighting.com PHILIPS, 0 2010 Komnkliike Philips Elecir -Ii N V. All Rights Reserved. Philips Gardco reserves the right co change materials or modify the design of its product without notifcation as pact of the company's continuing product improvement program. ®�® 79115 -124 /0510 (3p 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F PROJECT THE SHOPS A T S TONEFI ELD SET REV- NO. TOWN CENTER ARB SUBMITTAL RA WING NUMBER: TI TL E: LIGHTING FIXTURE DETAILS FILE NAME: SCALE: DATE: SHEET NUMBER: 12 -14 -2011 LT- 16 Combinations marked win a dot, shown with "UNIV" or S. Refer [o "101 Emergency Sconce Table "on page 3 for additional information. '200- 277"are available far ordering. 1611 Clovis Barker Read, San Marcos,TX 78666 (800) 227 -0758 (S[2)753-1000 FAX: (S 12) 753 -7855 sitelighting.com PHILIPS, 0 2010 Komnkliike Philips Elecir -Ii N V. All Rights Reserved. Philips Gardco reserves the right co change materials or modify the design of its product without notifcation as pact of the company's continuing product improvement program. ®�® 79115 -124 /0510 (3p 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F PROJECT THE SHOPS A T S TONEFI ELD SET REV- NO. TOWN CENTER ARB SUBMITTAL RA WING NUMBER: TI TL E: LIGHTING FIXTURE DETAILS FILE NAME: SCALE: DATE: SHEET NUMBER: 12 -14 -2011 LT- 16 29 July 2011 DATE Lumiere MANUFACTURER DESCRIPTION 2 -7 -2012 Westwood 715 and 715 -2 are ultra- compact wall fixtures far use with PAR30 -2011 metal halide lamps. Both models are provided with a remote ballast /housing -2011 assembly and are suitable for use with 120, 208, 240, 277 or 347V line -5 -2011 voltage (specify). Model 715 provides downlight or uptight by way of the gasket to prevent water intrusion. 1811 °rotational fixture head. Model 715 -2 provides combination uplight and downlight. Varlous lenses, louvers and color or mahrolc filters can be combined - up to three at once - to create multiple lighting effects. Lumiere s I ... Ballast exclusive Siphon Protection System (S.P.S.) prevents water from siphoning Remote core & coil ballast is into the fixture through its own lead wires. standard (120/208/240/277/347V). multiple lighting effects. Lumlere's� SPECIFICATION FEATURES A ,.. M starlet E ... Lens I ... Ballast Housing and hood are Tempered glass lens, factory Remote core & coil ballast is precision - machined from sealed with high temperature standard (120/208/240/277/347V). corrosion - resistant 6061 -T6 adhesive to prevent water Maximum remote mounting aluminum billet. Mounting canopy intrusion and breakage due to distance for a core & coil ballast is is constructed from thermal shock. 50'. Rem ole electron is ball ast corros!on- resistant silicone (120/277V) is available as an option aluminum. F,.. Mounting & Adjustability by adding the prefix "EL "to the environment. A variety of standard Both models mount over a ballast /mounting code. Maximum B ... Finish standard 4" J -box and connect to a remote mounting distance for an Fixtures are double protected by a remote metal halide electronic ballast depends upon chromate conversion undercoating ballast /housing assembly the ballast manufacturer and may and polyester powdercoat paint (provided). Model 715 provides require the use of special low finish, surpassing the rigorous downlight or uplight by way of the capacitance wire, separate conduit demands of the outdoor 180 °rctatonal fixture head. Model runs for lead wires, or other special environment A Variety of standard 715 -2 provides combination installation requirements. See colors are available. uplight and downlight Lumlere's ballast manufacturer's installation ballast manufacturer's installation exclusive Siphon Protection instructions or contact the factory C ... Hood System (S.P.S.) prevents water for remote mounting distance and Hood is removable for easy from siphoning Into the fixture insta!!alion requirements. relamping and accepts up to three through its own lead wires. installation requirements. Internal accessories at once J ... Lamp (lenses, louvers, filters) to achieve G ... Hardware Not included. Availablefrom mulupie lighting effects. The flush Stainless steel hardware is Lumiere as an accessory - see lens design sheds water and standard to provide maximum reverse side of this page. minimizes debris collection on the corrosion - resistance. ballast /housing assembly uptight position. K ... Labels & Approvals cc rroslo n -resi stance. H ... Socket UL and cUL listed, standard wet D... Gasket Ceramic socket with 250 °C label. IP65 rated. Manufactured to Housing and hood are sealed with Teflon0 coated lead wires and ISO 9001 -2000 Quality Systems a high Lem perature silicone o -ring medium base. Standard. IBEW union made. gasket to prevent water intrusion. environment. A variety of standard colors are availabe. 715 -2 provides combination uplight and downlight. LUmiore's ISO 9001 -2000 Quality Systems L ... Warranty Standard. IBEW union made, Lumiere warrants its fixtures L ... Warranty against defects in materials & Lumiere warrants its fixtures workmanship for three (3) years. against defects in materials & Auxiliary equipment such as workmanship for three (3) years. transformers, ballasts and lamps -7--_ carry the original manufacturer's warranty. transformers, ballasts and lamps -- �It'alnrn 1352mm1 (It� ml 9. 13116" [ 1.s ­,fl -- 1116 1 1114 I -; .. 173mm1 �- Ifi73mml Weetwood715 Wmtwood715 -2 C04 Lighting Specifications and Dimensions subject to change without notice. www.cpapershrlrs.mm Dons cvau 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F le NO. WESTWOOD 715 715 -2 70W (max.) PAIR30 Metal Hlellde 1 X51 AOIA32483 07109/200912:11:33 PM T E , II IS IFABM:AN �I I.IGHT1N(I 1DR$1GN 29 July 2011 The Shops at Stonefield - Town Square XN DATE PROJECT - TYPE Lumiere CDM35 /PAR30L/M /FL/3K/ALT0 (Philips MANUFACTURER LAMP 2200 Lumens PHOTOMETRIC DATA WESTWOOD 7151715.2 Westwood 715 /715 -2 Cone of Light Westwood 715 1715 -2 Cone of Light Lamp= Distance tv -- Initial Nadir Beam Lamp" Disienae to Initial Nadir Beam DM70PAR30L /M /SP flunk, ... d Plana Foetcendles Diameter CDM70PAR30UM /FL plummeted Plane Fund-all Diameter CBCP -= 48,000 25n 77 n'o' (M98) 250' ' 11 lain^ CBCP -7000 20 C" _._ 120 --------- 3'6_' 2 15'0" ._ _ 213 _ 0'0 - _ -._31 , t.5,. 12'G" 333 20" 12'0" 49 9'0_' 90'G" 480 1'6" 10'0" 70 7'6" 80" 749 'r'6" R'0" Ill G'0" Westwood 7151715 -2 Cone o f L f 9 h? _-_:_._._._. _._._._�.- ...__._._._._._._._.. Westwood 715/715 -2 Cane o f Light _ ------------ - ...__._ ............ .._._.. CDM_9PAR3gLl5P. Dletance to Initial Nadh Beam Lamp= distance to In' Nader Bfaam Illuminated Plane F.¢taendiea Diameter CDM39PAR30UFL Vlnmi.,.Ud Plane Foareandtes Dlatmletsr (M130KL -39) (M130KL -39) CBCP= 42,000 zra° 67 __ Lq: CBCP =6500 z50 io 11 2a" 20'0" 1(75,_.__3'6" 20'0 "__ -____ __ 15__ 110'0" 187 I'll, 1510, 29 __ -_- 111. ITT 292 2 '0" 12'0" 46 6'0" Ito. 420 1'6" 10'0 65 511" 8'0" Fi57 1'fi" 8'0" .101 4'0" LAMP INFORMATION Lamp ANSI Code Watts Beam Spread CBCP •K Life (his.) Base Volts CDM70PAR30UM /SP M98 70 10° 48,000 3000 6000 medium 120 -3477 CDM70PAR30L/M(FL M98 70 30° 7000 3000 6000 medium 120 -34;7 CDM39FAR30USP M13OKL -39 39 10° 42,000 .3000 9000 medium 121 _ CDM39PAR30UFL M130KL -39 39 301 6500. 300 9000 medium 120 -3477 NOTE: Inferior quality lamps may adversely affect the performance of this product. Use only name brand lamps from reputable lamp manufacturers. NOTES AND FORMULAS • Beam diameter is to 50% of maximum footcandles, rounded to the nearest half -foot. • Footcandle values are initial, Apply appropriate light loss factors where necessary, • Bare lamp data shown. Consult lamp manufacturers to obtain detailed specifications for their lamps. ORDERING INFORMATION Series Source Voltage Finish Accessories 715: PAR30 Metal Halide Up/DOwn metal He 120' 120V Pay Fillers Westwood Wall Fixl9re MH39PA R30' 39W Metal Halide 277<277V BK: Black Fll -30: Peach Dkhrolc Flltec 3, 9s "Dia PAR30, Medium Base 208: 208V BZ' B,.F,a 72 -30: Amber DI h Fluer ass' DIe Lamp Head OUanllly MH70PAR3017DW Metal Halide CI F73.30 -creep Dkhrok RNer3.95•em _1 One Lamp Head, PAR30, Medium Base 240 <240V CS: N Silver F74 347:347V VE'Verda 90: Memum awe Dlcnrolc Feller, 395 "Dia 2• Two Lamp Headsa WT ;White F75 -311: Val-1-1 Fllrer, leenidn F7530: Red eicnrolc Fill , Las" Dia Notes: 1 Includes one remote HID bxllast and M1ousing IW R style), F77 -80: Dark Blua Dlcnrolc Flair 395" Ola 2 Includes iw0 resole HID ballasts and housings iW R style). F1a30: Light Blue al-Filler, 3.95" DIe Lamp not included. • Conaul[ypur Cooper Llgnling represanlenvel ar additional opllpns end ll015hes. F793o <Neutml Density DlchmkFllter ,3.95 "Die FBO.9 p: Magenu Dlcnrnlc Flllar, 3.95 "Dia F2230; fled Color Flltec 395" Dla F33.90: Blue Color Fllrer, 3.95 "Dia 0.30: Green Color Fliler, 395 Dia F653D• Vellow Color FIII.r, 3.95" DIe F88.30: Mercury vapor COlpr Flllar, 3.95" Dla Oo c LSL -30: Linear SP-d Lena (elongate sl-ad beam apreatlL 3 95" Dla 0SL -311: Wash Spread Lens (Increase beam. spread). 3, 95" Dis DIF - Diffused Lire (pmvlde even Illumina0on).. 3.95" Dia LVR30: Hex Cell L¢uvm (mdure 91113,95- Die L"` • HP307o SP: 7000 PAR30 Metal Halide Spot • HP3070 -FL: 7o w PAR30 Metal Handle Flood (XI RLighting Specifications and Dimensions subject to change without notice. ADLO32483 wmv,coPSmrlighting.com Lumlers • Customer First Center •.1121 Highway 74 South • Peachtree City, GA 30269 • TEL T/0.486.4800 • FAX 770.486.4801 071091210091211:33 PM 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F SHEET REVISION c r. 8LISS- FA$N -1AN LIC HTING DESIGN 29 July 2011 The Shops at Stonefield - Town Square XM DATE PROJECT TYPE Lumiere (2)CDMn35 /PAR30L/M /SP /3K/ALTO (Dir. /Ind.) Philips MANUFACTURER LAMP 2200 Lumens PHOTOM URIC DATA - 1: WESTWOOD 715/715 -2 Westwood 715 1715 -2 Cone of Light Westwood 715 1715 -2 Conte of Light CDM70PAR30UM /5P D;atanaaro kiftel Nadir Seam DM70PAR30UM /FL natahce no eitial Nadir Beam Illuminated Plane F..mandlas Diameter Iiluminated Plane MISS) lea Diameter CBCP= 48,000 260 77 41" CBCP = 7000 250 11 190 - _ Ip0 _.__ _120.._. - 36 2011, _ -_._._ ._._1A _ 150 160' -� -- -- 31 116 1010' 480 i'8" '10'0 ", JO 7'6" ___ 749 Westwood 715 /715 -2 Cone of Light Westwood 715 /715 -2 Cone of Light Lamp= niseeneero Iniziel Nadir seam Lamp= Dis,are. to Initial Nadir Seam DM39PAR30USP I',I aced Plane 1- andias Diametm CDM39PAR30UFL Illuminated Plan¢ Foota akilas Diameter (M130KL -39) (M13OKL -39) CBCP = 42,000 250___._._ _. _ ._ 57 _ __._._._._.___ b'�� CBCP =6500 250 __ -'_ °° ._._._._._ »__._._._._. ______ 128 200'.. 1n' 3's• Ban! 1s 100' 15'0" 16] 2'6" 15 D" 29 7'6" 12'0" 292 2'0" 12 D' 45 60" 10'0" 420 1'6" 100_1_ a5_ _ 50" 5'0" 857 - -- 1'8" R0 -- --- 101 Lim" LAMP INFORMATION Lamp ANSI Code Watts Beam Spread CBCP •K Life (hrs.) Base Volts CDM70PAR30UM/SP M98 70 10° 48,000 3000 6000 medium 120 -347 CDM70PAR30L/M /FL M98 70 30° 7000 3000 6000 medium 120 -347 CDM39PAR30LISP M130KL -39 39 10, 42,000 3000 9000 medium 120 -347 CDM39PAR L FL M130K_L -39 39 30° 650_0 3000 ' 9000 medium 12 - 47 30 / _ 03 NOTE: Inferior quality lamps may adversely affect the performance of this product. Use only name brand lamps from reputable lamp manufacturers. NOTES AND FORMULAS • Beam diameter is to 50% of maximum footcandles, rounded to the nearest half -foot, • Footcandle values are initial. Apply appropriate light loss factors where necessary. • Bare lamp data shown. Consult lamp manufacturers to obtain detailed specifications for their lamps. ORDERING INFORMATION Series Source Voltage Finish Accessories 715'PAR30Me21Halidetlp/DOwn Meia Ha'ae 120:1200 Pahl" ERL- WesNeoodWallFixture MH39PAR30'39W Metal Halide 277:2770 gK8lack Fit30: Peach Dirnrplc Fitter, 3.95 "Ole PAR30, Mad tat Rase 208 -208V BZ "Bronze Pa-sm: Amber Dknrolc FHer. 3.95 "Die temp Head OUantity MH70PAR30 -70W Metal Halide F71 dU -Gm- ol r¢cFkr 3.95 Da One Lamp Headt PAR30,Medium Bnse 240'2400 CS: allver 347: 347V VE =Verde Aa 3o- medumBUa DlcnrokFrer 3.05 Dia 2 =Two Lemp Headed WT_White As- 30=Yeemw Dlcrolc Fner3.95 "Die Fie -J0= Red eichrola Filter, der" Die H.mmiI ncludesona remote Hle balla9land noosing iWRSlylel, F77 -30; Dark Blua Dlchroic Filler 395 1 De 2 Includes Iwo remold HID belasla and housings (Wit style). F7a30; Li9M1[ Blue DicM1r.ic n0er. 395" DIa • Lamp not Included. F -9o; Neuael Density Dichmk Fiper,]95 "D'e • Co-H your Cope luilan9 ep eeeniehve for additional options end liniahea. Pa030= MeganN OraM1�vk Filler 395' Dla R22 -90 =Red Color Filler, 395 "Dia F9990 Sue CO ar FI 3 D Fdd 90 Green _r Fell, 3Im Dla Ye ow orF 3. a F6630 Mercury Vapo aftr Him, 3, ad" Din Dpl'ca Lenses Le400: near9pmad Lena (elongate spnderd beam spread ),395 "Dia os490: OUem11 spread Lena(mcraaae beam ­.d), old O11-3O: DSruael Lena (provide even Illumination), 3 95" Dla gain e LV R30; Hex Call Lauver (retluc. Flare), 3.95' De tamse M H P3070SP, 701 PAR30 U1.I Halide Spat M, Pre -FL: 70W FARM - Hellda Fl- CDI Lighting Specifications and Dimensions subject to change without notice. ADL032483 wwwsooperllghung.<om Lumiere • Cuatamer First Center • 1121 Highway 74 South • Peachtree City, GA 30268 • TEL 770.486,4800 • FAX 770.486.4801 07/09/2011912:11:33 PM 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F AMENDMENT gl TOWN CENTER FINAL SITE PLAN RESUBMI TTAL TOWN CENTER FINAL SITE PLAN RESUBMI TTAL ARE STONEFiELD TOWN CENTER SUBMITTAL SHEET REVISION CJH 2 -7 -2012 CJH 12 -14 -2011 CJH 10 -13 -2011 CJH 7 -5 -2011 BY gasket to prevent water intrusion. DATE vc f L1SS- FASN'9A14 LIGHTING DESIGN 29 July 2011 The Shops at Stonefield - Town Square XN DATE PROJECT TYPE Lumiere CDM35/ /PAR30L /M /FL/3K/ALtO (Philips) MANUFACTURER LAMP 2200 Lumens �..r,...,.., :r . ���rT.'+.�t''�R'.i.".�., �..` �' �.�ul�+$�•Ra1^_�`.M.s{1'`1�„"!' .,.1.11,�t�.,�e".°',��"i�., -, "'�,'r RIi�Lt,1�i11,r,:?3:rL, ri•t�?g '. 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F Westwood 714 and 714 -2 are ultracom pact wall fixtures for use with PAR20 MINN metal halide lamps. Both models are provided with a remote ballast /housingassembly and are su!table for use with 120, 208, 240, 277 or 347V line voltage (specify). Model 714 provides downlight or uplight by way of the 180 °rotational fixture head. Model 714 -2 provides combination uplight and downllght. Various lenses, louvers and color or dichrole filters can be a ° cos b In ad - up to three at once - to create multiple lighting effects. L. in We's , . exclusive Siphon Protection System (S.P.S.) prevents water from siphoning Into t he fixture through its own lead wires. SPECIFICATION FEATURES A ... Material D ... Gasket H ....Socket Housing and hood are Housing and hood aresealed with Ceramic socket with 250 °C precision - machined from a high temperature silicone o -ring Teflon® coated lead wires and corrosion - resistant 601 gasket to prevent water intrusion. medium base. aluminum billet. Mounting canopy So rotational fixture head. Model 715 -2 provides combination uplight and is constructed from E .,. Lens I ... Ballast corrosion - resistant silicone Tempered glass lens, factory Remote core & coil ballast is aluminum. sealed with high temperature standard (120/208/240/277/347V). multiple lighting effects. Lumlere's� ad hesive to prevent water Maximum remote mounting B ... Finish intrusion and breakage due to distance for a core & coil ballast Is Fixtures are double protected by a thermal shock. 50'. Remote electronic ballast chromate conversion undercoating wires, (120/2770) is available as an option and polyester powdercoat paint F... Mounting & Adjustability by add!ng the prefix "EL" to the finish, surpassing the rigorous Both models mount over a ballast /mounting code. Maximum demands of the outdoor standard 4" J -box and connect to a remote mounting distance for an environment. A variety of standard remote metal halide electronic ballast depends upon colors are available, ballast /housing assembly the ballast manufacturer and may Tempered glass lens, factory (provided). Model 714 provides require the use of special low C ... Hood downlight or uplight by way of the capacitance wire, separate conduit Hood is removable for easy 180° rotational fixture head. Model runs for lead wires, or other special relamping and accepts up to three 714 -2 provides combination installation requlrements. See Internal accessories at once uplight and downlight. Lumiere's ballast manufacturer's installation (lenses, louvers, filters) to achieve exclusive Siphon Protection Instructions or contact the factory multiple lighting effects. Weep System (S.P.S.) prevents water for remote mounting distance and holes prevent water collection on from siphoning into the fixture installation requirements. the uplight position. through its own lead wires. i I B ... Finish standard 4" J -box and connect to a J ... Lamp E G ... Hardware Not included. Available from electronic ballast depends upon Stainless steel hardware is Lumiere as an accessory - see ballast /housing assembly standard to provide maximum reverse side of Ims page . and polyester powdercoat pain! cc rroslo n -resi stance. requirethe use of special low fl nlsh' surpassing the rigorous K ... Labels & Approvals capacitance wire, separate conduit 'sSESyE r t "'r e� i UL and cUL listed, standard wet 180° rotational fix Lure head. M coal runs for lead wires, or other special lab eI. IP65 rated. Manufactured to environment. A variety of standard colors are availabe. 715 -2 provides combination uplight and downlight. LUmiore's ISO 9001 -2000 Quality Systems ,4r p',� p,ali Standard. IBEW union made, Instructions or contact the factory )E)EE L ... Warranty System (S.P.S.) prevents water for remote mounting distance and Lumiere warrants its fixtures Hood is removable for easy from siphoning Into the fixture against defects in materials & 13', relamping and accepts up to three workmanship for three (3) years. -7--_ Auxiliary equipment such as J ... Lamp transformers, ballasts and lamps (lenses, louvers, filters) to achieve G ... Hardware carry theoriginal manufacturer's Y warranty. f j 044;2" I 04 -112" lens design shads water and 1114mm1 7 -18" 1181 ram] 1114mm1 9-1/2" �124'Im m, -- E�LgaE31 l75IT' ra corrosion- resistance. 'y°i''r' uplight position. i117mm 1l umml D ... Gasket Z1 iftwoOd 714 Westwood 7142 WESTWOOD Housing and hood are sealed with Teflon® coated lead Wires and ISO 9001 -2000 Quality Systems C941111 Lighting Specifications and Dimensions subject to change without notice. wwxFOOpereghtiquad, Cpn. 1, your repreaentalive for -Bonet osti end IiniNtes. 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F I WIN AT" 7200 Wisconsin Avenue 0 Suite 400 0 Bethesda, MD 020814 Phone: 301.652.7400 0 Fax: 301.652.3588 WESTWOOD 714 714 -2 39W (max.) PAR20 Metal Halide Wall 1 ADLO32482 07/09/200912.11113 PM 1XIMMUNIMIN Westwood 715 and 715 -2 are ultra - compact wall fixtures for use with PAR30 metal halide lamps. Both models are provided with a remote ballast /housing assembly and are suitable for use with 120, 208, 240, 277 or 347V line voltage( specify). Model 715 provides downlight or uplight by way of the So rotational fixture head. Model 715 -2 provides combination uplight and lwaffia downlight Various lenses, louvers and color or dichroic filters can be a.: combined -up to three at once -to create multiple lighting effects. Lumlere's� ni exclusive Siphon Protection System (S.P.S.) prevents water from siphoning Into the fixture through its own lead wires, as SPECIFICATION FEATURES d IE E11i Af3 ' A ... Material E ... Lens I... Ballast '4 3�t IEEE Housing and hood are Tempered glass lens, factory Remote core & coil ballast is precision - machined from sealed with high temperature standard (120/208/240/277/347V) 53 corrosion - resistant 6061 -T6 adhesive to prevent water Maximum remote mounting t - 7 aluminum billet. Mounting canopy is constructed from intrusion and breakage due to thermal shock. distance for a core & coil ballasts 50'. Remote electronic ballast if olio it E °EF �.Et a _ss corrosion - resistant silicone (1201277V) is available as an option E jjE aluminum. F... Mounting & Adjustability by adding the prefix "EL" to the a 4is Both m deals mount over t ballast /mounting code. Maximum i I B ... Finish standard 4" J -box and connect to a remote mounting distance for an E Fixtures are double protected by a remote metal halide electronic ballast depends upon ° l '� MCI chromate conversion undercoating ballast /housing assembly the ballast manufacturer and may g 4 ( and polyester powdercoat pain! (provided). Model 715 provides requirethe use of special low fl nlsh' surpassing the rigorous downlight or uplight by way of the capacitance wire, separate conduit 'sSESyE r t "'r e� i dem an ds of the o utd oar 180° rotational fix Lure head. M coal runs for lead wires, or other special Era FE, 1 environment. A variety of standard colors are availabe. 715 -2 provides combination uplight and downlight. LUmiore's installation requirements. See ballast manufacturer's installation ,4r p',� p,ali exclusive Siphon Protection Instructions or contact the factory )E)EE C ... Hood System (S.P.S.) prevents water for remote mounting distance and Hood is removable for easy from siphoning Into the fixture Installation requirements. 13', relamping and accepts up to three through its own lead wires. I internal accessories at once J ... Lamp I? (lenses, louvers, filters) to achieve G ... Hardware Not included. Available from multiple lighting effects. The flush Stainless steel hardware is Lumiere as an accessory -see lens design shads water and standard to provide maximum reverse side of this page. -- E�LgaE31 minimizes debris collection on the corrosion- resistance. 'y°i''r' uplight position. K ... Labels & Approvals ^� -> a ° •1- >•li: D ... Gasket H ... Socket Ceramic socket with 250 °C UL and cUL listed, standard wet label. IP65 rated. Manufactured to WESTWOOD Housing and hood are sealed with Teflon® coated lead Wires and ISO 9001 -2000 Quality Systems a high temperature silicone o -ring medium base. Standard. IBEW union made. 715 gasket to prevent water intrusion. L... Warranty 715-2 Lumiere warrants Its fixtures against defects in materials & workmanship for three (3) years. 70W (max.) PAR30 Auxiliary equipment such as Metal Halide transformers, ballasts and lamps carry the original manufacturer's 1 Warranty. B4- In* 1411/4" 1114mm 1 1302. I m41/2" I i i Lim m l 9- 13/113" 1249mrn i I i 1114rnml I I 1114 nl ei3 6-13/16" 11 ]3mr, rn1 117amm1 Weetwaod715 Westwood 715 -2 Mi Lighting Specifications and Dimensions subject to change without notice. ADLO32483 wper g htin 9m wnsl ntflf tldl0l l dn n 07/09/200912:11:33 PM 23 LEONARD ST NY N1Y 10013 212 343 8400 V 212 343 8740 F a BLIS S`•FASKIA14 :...1`:,,., LIGHTING DESIGN 29 July 2011 The Shops at Stonefield - Town Square XP DATE PROJECT TYPE Lumiere (2)CDM35 /PAR20 /M /SP /3K/ALT0 Philips MANUFACTURER LAMP 20 00 Lumens PHOTOMETRIC DATA WESTWOOD 7151715-2 Westwood 7151715 -2 Cone of Light Westwood 715 1715 -2 Cone of Light CDM70PAR30UM /SP Diatan e a initial Nadir Beam Lamp= Diutance to h,itial Nadir amain nwmtnat¢dPI... Feand -dins D.mecer CDM70PAR30UM/FL Illuminated Plan. Footcaedle. Dam afar (M98) (M98) CBCP:_48,000 25'0' 77 -4_0" CBCP =:7000 25ro 11 - _ 190" 20'0 ___._._____ 720 3'6" 20'0 ". 18 _- ------ -15 15'0' 213 25' 15'0 31 116" 1 " <'L t33 20' iZ'0 10'0' .............. 480 ..................... 1 8' 7 a, 8'0 749 I.e. 8'U" 110 6'11" Westwood 715/715 -2 Cone of Light Westwood 715 /715-2 Coro of Light Lanlp= Diatnnae to Initial Nadir edam Lamp° Diseanca to Initial Nadir Beam DM39PAR30L /SP uwmn,ated Plane Pooeaanmea meBe.- CDM39PAR30UFL Im.m=,H Plane F.ate.cal Diameter (M130KL -39) d (M1301<L -39) CBCP= 42.G00. X5:4:: _ _._._._._._._._._ _ _ _._ _ 67 _ _ _ _._._._._._._._._._ _ a_g, 25'D" 10 _ 12'82'6" CBCP =6500 _._._._._. ._._ _._.�. ze'D^ _ 105 a'6^ 20'11^ 16 10'11. 15'0" 187 2'F 150" 1p 7'8" 12'0" 292 2'0"' 12'D" 45 6`C" 1110" 420 1'6" 10.01, 65 _. ......... 101 _._.__ ----- - ._._._._.4EE LAM P IN FORMATION Lamp ANSI Code Watts Beam Spread CBCP °K Life (hrs.) Base Volts CDM70PAR30U1`,A /SP M98 70 10, 48,000 3000 6000 medium 120 -347 CDM70PAR30UM /FL M98 70 30, 7000 3000 6000 medium 120 -347 CDM39PAR30USP M130KL -39 39 10° 42,000 3000 9000 medium 120 -347 CDM39PAR30UFL M13OKL -39 39 30° 6500 3000 9000 medium 120 -347 NOTE: Inferior quality lamps may adversely affect the performance of this product. Use only name brand lamps from reputable lamp manufacturers. NOTESAND FORMULAS • Beam diameter is to 50% of maximum footcandles, rounded to the nearest half -foot. • Footcandle values are initial. Apply appropriate light loss factors where necessary, • Bare lamp data shown, Consult lamp manufacturers to obtain detailed specifications for their lamps. ORDERING INFORMATION Series Source Voltage Finish Acceseortea 71 s: PAR30 Metal Halide Live- Mefe1 Hand. 120: 120V Pg I d Fntera Westwood Wall Fkaure MH39 PA R30: 39W Metal Halide F 395 "Du PAR311, Medium Base 277 209V aK' Bieck 71.90: Peach M-1. am, Lemp Heed OUentity MH70PAR30<70W Metal Halide 208 209V BZ °Bronze F7xa0< Amber Dlchroic Fitter, 395 " Die _ =One Lemp Head' PAR30, Medium Base 240'240V Cs; City Silver F733D -Breen Dkhroic Fh,l1,3.g5 "Die 2 =Two Lemp Huadsa 347'34N WT; Whie F74 -aO: Mellum Bluel, Fill, 3al',395 "D'a WT; White F75 -30: Yellow Dicnroi[Fllter,395'Die Not clutlesona tamale HID be all lid M1pusn F76. 3D: Red Di hrpcFner 395 "Did g MR styli. F77 -30: Dark Blue D chide F'Iter, 3.95" Di. eel Inc. es lwaremal an II Intl housings lwRat".). • Lempne-laea F7e3o: Li9btew. Dmnremnller 39s "Dia • Consult your Cooper Llgnling rapresentative for etltllllanal options Intl ilnisnes. 179- 30.Necvel Denalry Dlchroic Filter395 "Dia 9030: Magenta Olcnmic Filmr, 3.95" DIe F22-9D: Red ed., B., 395• Di. ,ad- I Blue C¢br Flllar, 305 - Dla 144 -3I'll' I Color Fibs, 395" D'a F55 -3o• Yellow color alte0sic- ne. F66.30: Me,cury Vapor Color Filter, 3.95 "D. Oblicel Lenses 18L-eo= Linear spread Lens (elongate mendare beam spread), 3,95" Die Did- Namll Spread Lens (increase beam epreadl, 3.95" Die DIF -3e: 019use1 Lens (provldaeven Illumineticn), 3.96" Ok LVR30 H-11 Lauver(redvre acre), 395" re MnpaO70s P: 7000 PAR3p Melai Helitle spot MHP9070 -FL: 7FW PAR3o Mail H.W. Float Cool Lighting Specifications and Dimensions subject to change without notice. ADLO32483 www.cooperlighting.mm Lumiere • Custamer First Canter • 1121 Highway74 South • Peachtree City, GA30269 • TEL 770.466.4600 • FAx 77D.486.4801 07/09/200912:11:33 PM 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F PROJECT. THE SHOPS AT S TONEFIELD SET REV. NO. TOWN CENTER A RB SUBMITTAL Tl TL E: LI CH TI NC FIXTURE DETAILS FILE NAME. SCALE. OA TE. SHEET NUMBER. 12 -14 -2011 LT- 17 T I A NO. 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F PLISS-FAISMAN LIGHTING OE 1GN VI SI 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F 'oil ENK A T -17 Arcade Full Shield 1 1- L 4t M ( N A T I O N AA f }a {t ss�, <3p:i ;, .syk<r£ i ."-.+,xr„I 1Wft. 7N- CJH 12 -14 A, i f Nkol o :-,,,,VV -2011 CJH 10 -13 ballast for 15OW T6 -G12 lamp. 4'ttgS'Cri$ 0,,ciltablra at LTLl.IeherlDt cd5l,.,.. CJH 7 -5 Type: SS, SR, SSW, SRW -2019 BY R, Ali %o 6 277 T- '2,,77V F,!'.iN. h -fl .. Ht , kxdti J1i DATE Note (14omm) or ribbed detail. Lt.L,antd CIA, toas a ftz , en 3i...c,C a vYr;l.'f AVA° icy. oIn_ e? Scale: 318" =1" with non -gasketed regressed lens. and less than 2% spill light within Otftdoer;caplive, extruded alum. Finishes -An electrostatically the 90 -180° zone door with window cut -out anti applied wet paint system utilizes a silicone gasketed regressed lens, multi -stage process to provide a Lens; patterned (wide distributor) durable acrylic enamel finish. wet label wire connector. tempered glass lens standard. Suitable for indoor and outdoor Akillea^r7c lo+ian: ? t'uStater"satalogtL �csns €?iacliafe Tii l; i:-Ut71 a ,I aq` A, .3e 7 d.46 .seal souni I.laturt411g Pse,dixt Nl mbs,r Later _ AA f }a {t ss�, <3p:i ;, .syk<r£ i ."-.+,xr„I 1Wft. 7N- CJH 12 -14 A, i f Nkol o :-,,,,VV -2011 CJH 10 -13 ballast for 15OW T6 -G12 lamp. 4'ttgS'Cri$ 0,,ciltablra at LTLl.IeherlDt cd5l,.,.. CJH 7 -5 Type: SS, SR, SSW, SRW -2019 BY R, Ali %o 6 277 T- '2,,77V F,!'.iN. h -fl .. Ht , kxdti J1i DATE Note (14omm) or ribbed detail. Lt.L,antd CIA, toas a ftz , en 3i...c,C Indoor,• captive, extruded alum. hinge vYr;l.'f AVA° icy. oIn_ e? Scale: 318" =1" with non -gasketed regressed lens. TFKA trel..i.1R911HAtION, INC: 3�a #s.tt i 7;; k,,T: Fox la, L 'oi z i :_t . T t ."'pt aq ass -;f i. ,,. �e .4p-e vb 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F 8LIS5 FAS, li AN I10HTING OF.�I€ 1d 'Al 29 July 2011 The Shops at Stonefield - Town Square XR Option 2 DATE PROJECT TYPE Shaper (1) F27BXSPX30RS 3000K G.E. MANUFACTURER LAMP 4 Ctn "r 4 .iii -53Tt DESCRIPTION 666 -WP Luminous Lantern is available in two sizes and four diffuser t3, options. 19186 SPECIFICATION FEATURES Material Optics Installation of 1d 1 Sold bronze with an enclosed top. Referto www.shaperlighting.com Supplied with s mounting back for 8 Optional Damp Location (DL) with for complete photometrics. a standard 4" J -box or stucco ring. open top, White acrylic diffuser x t- (standard)oroptionalVandal Ballast Options Ty yr; Resistant White Acrylic Diffuser Integral electronic HPF, multi -volt Damp Location (DL),Vandal q " E (VRD), Clear Seedy Glass Diffuser 120/277V (347V Canada - Except Resistant White Acrylic Diffuser 5 1/2" for use with decorative 13W), thermally protected with (VRD), Seedy Glass Diffuser (SGD) - d - incandescent lamps only) (SGD) or end -of -life circuitry to with INC ramping only, Opal White s White Opal Glass Diffuser (OGD), accommodate the specified lamp Glass Diffuser (OGD). Energy Star I3 wattage. Rating - contact factory. FinishZiiiru - Naturalbronzeortwocomponent Lamp /Socket Labels polyurethane paint, 2.5 mil. 9 ": One (1) 13W (G24q -1) 4 -pin U.L. and C.U.L. listed for wet nominal thickness for superior quad CFL Or one (1) 75WA -19 location. 666-WP SERIES protection against fade and wear. lamp. Standard: Natural Bronzy (NBZ) 16'.: One (1) 27VV (2G11) high lumen Modifications (Sustainable Design]. CFL lamp ortwo(2) 60W A -19 Shaper's skilled craftspeople with Exterior Lantern Wail Lu Lan nteern n r Note: Bronze will weather to a dark lamps. their depth of experience offer the bronze patina. CFL socket injection molded designerthe flexibility to modify Premium: Black (BIQ, Grey ICY), plastic. INC socketfired ceramic standard exterior wall luminaires White (WH), Dark Platinum (DP), rated for 66OW -25OV. Lamps for project specific solutions. Jt.R Graphite Metallic (GRM), Silver furnished by others. Contact the factory regarding scale " Metallic (SM), Gold Metallic (GM), options, unique finishes, mounting, Bronze Metallic (BM),Verdigris (VG) additional materials /colors, or or Custom Color (CC). decorative detailing. 5 -1/2,r ORDERING INFORMATION 16" (40.6 cm) Sample Number :668- WP- 16- CFL/1 /27- 277V- SM-OGD Series Slze lamp Voltage Flnlslr 4'a' Optlona 666 -Wp = Luminous 9" CFU1 /731 120V 6Nn9ecd_ DL =Damp Location Lantern 1g• CFUt/27 z 277V a NBZ =Natural Bronze OGD =Opel White INC / ?/l51 347Va Premium Glass Diffuser•-- •--- •�-- ••-- •• -„.. INC/2/B0a BK -Black SGD =Clear seedy g��Sl1Sl AlNABL.E' BPA Bronze Metallic Glass Dffuaera \m DFS(N vRD= vandal N CC Custom Colo' Resistant a tll nl ri by -Dark Platinum Whte Acrylic db r 1 Y p u GM =Gold Metallic D (fuser i M A br hCFL Only GRM= Graphte Metalllc 1 1347 ). GY Grey P reel. A m sM Siva, Metalllc } VRENLRGY z 'k p r ve VerdigYa I Ty STAR d f B "II n k WH =White a Fo h tl tl ly I ff p rr C 1sul your rep aentat afore 4 b I pt—en rinishpa. 8,tr+p the Iron Legend L inkan ehoperllghting —re, COO ER Lighting Specifications and dimensions subject to change without notice. ADS042801 www.000perlighting.00m Consult your represamative for additional options and Inches, 2010.04 - 0815:4508 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F AMENDMENT #1 TOWN CENTER FINAL SITE PLAN RESUBMITTAL TOWN CENTER FINAL SITE PLAN RESUBMITTAL ARB STONEFIELD TOWN CENTER SUBMITTAL SHEET REVISIDN CJH 2— 7 -2012 Profile - P1 (basic) Anodized, CJH 12 -14 extruded aluminum specular reflec- -2011 CJH 10 -13 ballast for 15OW T6 -G12 lamp. -2011 CJH 7 -5 Type: SS, SR, SSW, SRW -2019 BY r Photometry Reports. SsttSalmgal'oke [ Report 810953 DATE S&.3:SS- FASMARF „il,,, ,.,, ,: I ifa°fTIi3G t ESi tJ 23 LEONARD ST NY NY 10013 212 343 8400 V. 212 343 8740 F .. y. .M FILISS- FASMIANt .., .�, °, t..6GHTING OF- SIGi' 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F IMMU, 'gS&AVAN'l EDLI 7200 Wisconsin Avenue 0 Suite 400 0 Bethesda, Mb 020814 Phone: 301.652.7400 0 Fax: 301.652.3588 5 R >L,ISS >FASMAN a, L,143Hi]i DESIGf � rnE E 29 July 2011 The Shops at Stonefield - Town Square XR Option 1 DATE PROJECT TYPE Shaper (2) F27BXSPX30RS 3000K G.E. MANUFACTURER LAMP DESCRIPTION ,:gt .,.ry13Ti lsj.,�+rn 572-WP Lum'm et's " ra sman" Lantern is available in two sizes and four 146rpt#N�Ny#�'I SPECIFICATION FEATURES Material O tics O tions Solid bronze with an enclosed top. Refer to www.shaperlighting.com Damp Location (DL), Vandal Optional Damp Location (DLI with for complete photometrics. Resistant White Acrylic Diffuser open top. Matte white acrylic (VRD), Seedy Glass Diffuser (SGD) - diffuser(standard)oroptional Ballast with INC lamping only, OpalWhite Vandal Resistant White Acrylic Integral electronic FIFE multi -volt Glass Diffuser (00 D). Energy Star \\ E Diffuser (VRD), Clear Seedy Glass 120/277V (347V Canada - Except Rating - Contact factory. Diffuser (recommended for use 13W), thermally protected with with decorative incandescent end -of -life circuitry to Labels lamps only) (SGD) .or White Opel accommodate the specified lamp U.L. and C.U.L. listed for wet \ Glass Diffuser(OGD). wattage. location. \ Finish Lamp /Socket Modifications Nature l bronze or two component 9 ": 0ne(1) 13W(G24q- 1)4-pin Shaper's skilled craftspeople with 672-WP SERIES polyurethane paint, 2.5 mil nominal quad CFL or one (1) 79W A -19 their depth of experience offerthe thickness for superior protection lamp. - designer the flexibility to modify against fade. and wear. 16 ": 0ne(1) or two(2) 27W(2G11) standard exterior wall luminaires Exterior Wall Luminaire Standard: Natural Bronze INEZ) high lumen CFL lamps or two(2) for project specific solutions. "Craftsman" Lantern ISusta inable Design]. 60WA -19 lamps. Contaathe factory regarding scale Note: Bronze will weather to a dark CFL socket injection molded options, unique finishes, mounting, bronze patina. plastic, INC socket fired ceramic additional materials /colors, or Premium: Blade (BK), Grey (GY), rated for 66OW -25OV. Lamps decorative detailing. White (Whi Dark Platinum (DP), furnished by others. Graphite Metallic (GRM), Silver Metallic ISM I. Gold Metallic (GM), Installation Bronze Metallic IBM), Verdigris (VG) Supplied with a mounting back for or Custom Color (CC). a standard 4" J -box or stucco ring. �---.I 16" (40.6 cm) ORDERING INFORMATION Sample Number: 672- WP -16- CFL /1/27- 277V -BK 672- WP -16" STANDARD Series Size Finlsh 4a Options 672 -WP Craffaman 9" CFUt /131 r; DL =Damp Location Lantern 16" CFU127 a NBZ =Nature, Bronze DGD =Opal white Glass CF U2127 z eci Diffuser F ------------ ---- -. , INC/1/751 BK =Black SGO-CIOar Sandy Glossa YLSFAN o ! plfuser na IUN INCY2 /e0z Bre=&.nze M et6111e � CC Custom Color VRD Vandal Res,tent Wh to E Acryl c D ffuaer No, pp =park Platinum AVe "bl g z a Ave '. lewlth n CFLOnIY e GM =Gold Mealllc a n A—be In to ". 120V GRM= Graphte Metec V GY =GY,Y 4 (347 v11 113W1. a AeeA Ya I p...nb n e.p.+ur- r n ...nA.l L nrz.aamY." f P I Pre Too tl SM Silver Metallic m 45 - VG Verdlgns (( pin ®e WH -White S.AR a For use wa+tlecorat ve ncantlesccml imps pry. I t. Oa 'A tl Itl: an ng. aerPrm he Icon Le rill Link on ahaperlipMing,com. OOPER Lighlting Specifications and dimensions subject to change without notice. ADS042802 www.cooperlighting.com Consult your,. presentative for addit -1 options a ad finishes. 201004- 2208.30:44 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F Lolfl -I I y n �'bl ".tin Option • For complete list and '2L- Profile - P1 (basic) Anodized, Electrical - HX -HPF ballast for detailed descriptions, refer to Options Section. extruded aluminum specular reflec- 39W and 70W T6 -G12 lamp. GWA Performance - Asymmetric distri- for with solid aluminum endcaps and ballast for 15OW T6 -G12 lamp. Integral Bri CPF: (MOD)' Op'acnsSeCwn. l stainless steel hardware. Ballasts are thermally protected, Type: SS, SR, SSW, SRW Secti on for detaile tl dual - voltage for 1201277V Operation, r Photometry Reports. SsttSalmgal'oke [ Report 810953 Type - Small profile with smooth and offered as remote or integral. (14omm) or ribbed detail. Provide 90' C supply wire. See Indoor,• captive, extruded alum. hinge Technical section for ballast data Scale: 318" =1" with non -gasketed regressed lens. and less than 2% spill light within Otftdoer;caplive, extruded alum. Finishes -An electrostatically the 90 -180° zone door with window cut -out anti applied wet paint system utilizes a silicone gasketed regressed lens, multi -stage process to provide a Lens; patterned (wide distributor) durable acrylic enamel finish. wet label wire connector. tempered glass lens standard. Suitable for indoor and outdoor applications. Mounting -Three standard mounts are fully adjustable and lockable. Option • For complete list and (wathaall' PS- �� 7.1/4" �• \o, (is4mm) Designed far remote or integral ballast. detailed descriptions, refer to Options Section. - Slrleoth 1 Performance - Asymmetric distri- detaR,�linad I ,,. � ' : descrlpborjs refer h7 Profile: P1, P5 Integral Bri CPF: (MOD)' Op'acnsSeCwn. l bution provides a concentration of Custom Painted MH150 Re [oTechnical Finish Type: SS, SR, SSW, SRW Secti on for detaile tl light on target surface for smooth r Photometry Reports. SsttSalmgal'oke [ Report 810953 Matter: Matter: > e ..�.u_ 4 ,....".,,:. 1 ... ,,..... illumination. Maximum candlepower ef Length: Referto chart below aimed 30e above nadir has less than 8% spill light within the 0-30° zone Scale: 318" =1" 23 and less than 2% spill light within the 90 -180° zone t Outdoor ,oration fixtures have 1" added to overall height to accommodate wet label wire connector. i ,OntdeDr tDcatiaas. ' P8{t Pale Brorte Construction 1 t Palm(gloss finish) (wathaall' PS- 94, �M0Ai1 �- SliI;,(STO) SpeplalOpilot) .(short) .SSW. 1.Small sK3 Knuckle SiantiaRt Pa1n ed . CIPROns'- FOrcompleie - Slrleoth Finisl?tobe fi9t and tlB( (led -Wet detaR,�linad I ,,. � ' : descrlpborjs refer h7 SRW Integral Bri CPF: (MOD)' Op'acnsSeCwn. l email !' fllbbBd Custom Painted MH150 Re [oTechnical Finish Secti on for detaile tl r Photometry Reports. SsttSalmgal'oke [ Report 810953 ,{ ,,.rl 3 ¢ E 46t ' `i(hTS43ittF'u1 {z"ODia IiA7�uliE Mi1�79dhd:9fFitt 137 E 3 t ➢lift) p � pe eta¢IkW �° f Eq¢q¢ ('r ! 9 �1 9 �Ijj'..1 ➢�a' [ t , i9��EaF1kEE.. > e ..�.u_ 4 ,....".,,:. 1 ... ,,..... „ ,..:,}„ l,.w `3a.1av�L.xlthi �iF2kitthaPhk.6%� 16( I, {�ClEt, e.;:, ....➢�.. .:. 9 ,a......a. - All fixtures U.L, listed, (USA & Canada). © Copyright 2004 Wnona Lighting e 3760 West Fourth Street» P.O. Box 1205» Winona, MN 55987 -7205 This catalog page is available oNlna 1- 800.328 5291.507- 454- 5113(MN) »FAX507- 452 a - -8528 svww.wininalfgbting.com 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F PROJECT. THE SHOPS A T S TO\IEFI ELD SET REV NO- TOWN CENTER ARB SUBMITTAL AWING NUMBER: TI TLE: LIGHTING FIXTURE DETAILS SHEET NUMBER: FILE NAME: SCALE: DA TE: LT- 18 12 -14 -2011 P 'S 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F L1SS•FASAI.A1' ?... LIGHTING Di 15 March 2012 The Shops at Stonefield - Town Square XV DATE PROJECT TYPE Bega Lighting CDM39 /TC /830 T4 830 3000K Philips; Mastercofor MANUFACTURER Fixture to aim down. Full cutoff fixture. AMP 3300 Lumens Fixture to be modified with 39 watt Metal Hailde T4 G8.5 lamp. 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F 5LISS- FAS'MAN .. "........ LIGHTING DESIGN 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F 3! 1a 9 •Ffa 8 Nit AN 1� LIGHT'114G DESIGN A ... Material 15 March 2012 The Shops at Stonefield - Town Square XV DATE PROJECT TYPE Bega Lighting CDM39 /TC /830 T4 830 3000K Philips MasAercolor MANUFACTURER LAMP 3300 Lumens J Fixture to be modified with 39 watt Metal Hailde aluminum billet. Housing and stem T4 G8.5 lamp. Maximum remote mounting Housing: One piece die cast aluminum supplied with universal Type: mounting bracket. Mounting canopy Is rectangular, two piece BEGA Product: die -cast aluminum and mounts directly to the wall over a single Project: gang wiring box. Stainless steel outrigger swivel arim. Quad G24q-2 Quad G24q -3 _. Enclosure: Tempered dear glass, '; +e" thick, retained by one VOlt2ge: piece die -cast aluminum frame, secured by four (4) captive Color: socket head stainless steel screws threaded into stainless steal Options: . inserts. Internal full semi- specular optical System. Fully gasketed for wealhertlght operation in any mounting orientation using a Modified: molded silicone rubber "U- channel" gasket. remote mounting distance for an Electrical: Lampholders: MH are single ended porcelain G8.5 features a patented locking clutch bI -pin with nickel plated contacts. H.I.D. ballasts are located in - the rectangular mounting canopy and are electronic, universal the ballast manufacturer and may voltage 120V through 277 V. fixture aiming (U.S. patents Finish: These luminaires are available in five standard BEGA colors are available. colors: Black (BLK); White (WHIT); Bronze (BRZ); Silver (SLV); capacitance wire, separate conduit Eurocoari (URO). To specify, add appropriate suffix to catalog with standard 1/2" NPS threaded number. Custom Colors Supplied on special order. C ... Hood U.L. listed, suitable for wet locations. Protection class: IF 65. installation requirements. See FIXTURE ARM TO BE LOCKED.�1�� ) FIXTURE TO BE ORIENTED1i1 it C 5 Slflt`C` {diiRi ➢ .� d1 Y s0 t )b�lte�i1 ?1�� "rI�L t) �. IN A DOWNLIGHT POSITION t �` ➢} I d ➢1 t ONLY. FULL CUTOFF. Et 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F AMENDMENT 0/1 CJH 3 -15 -2012 AMENDMENT 1 CJH 2-7-2012 TOWN CENTER FINAL SITE PLAN RESUBMI TTAL CJH 12 -14 -2011 TOWN CENTER FINAL SITE PLAN RESUBMI TTAL CJH 10 -13 -2011 ARB STONEFIELD TOWN CENTER SUBMITTAL CJH 7 -5 -2011 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE Coronado 720 is a compact accent /flood fixture for use with PAR20 ceramic• metal halide lamps. It is fully adjustable from all mounting positions and features a patented locking clutch mechanism to ensure positive fixture aiming (U.S. patents 5,713,662 and D373,437). Various lenses, louvers and 11,11"41,11 color or dichroic filters can be combined - up to three at once -to create multiple lighting effects. Luml &re's exclusive Siphon Protection System a��6 1 (S.P.S.) prevents water from siphoning into the fixture through its own lea wires. SPECIFICATION FEATURES lamp A ... Material E ... Lens I ... Ballast Hood is precision- machined from Tempered glass lens, factory Remote core & coil ballast is corrosion - resistant 6061 -T6 sealed with high temperature standard (120/208/2401277/347V). aluminum billet. Housing and stem adhesive to prevent water Maximum remote mounting assembly are die -cast aluminum. intrusion and breakage due to distance for a core &coil ballast is 1 thermal shock. 50'. Remote electronic ballast B ... Finish Quad G24q-2 Quad G24q -3 _. (120/277V) is available as an option Fixtures are double protected by a F ... Mounting Stem by adding the prefix "EL" to the chromate conversion undercoating Mounting stem is fully adjustable ballasUmounting code. Maximum and polyester pewdercoat paint from all mounting positions and remote mounting distance for an finish, surpassing the rigorous features a patented locking clutch electronic ballast depends upon demands of the outdoor mechanism to ensure positive the ballast manufacturer and may environment. A variety ofstandard fixture aiming (U.S. patents require the use of special low colors are available. 5,713,662 and D373,437). Equipped capacitance wire, separate conduit with standard 1/2" NPS threaded runs for lead wires, or other special C ... Hood male fitting. Lurn ere's exclusive installation requirements. See Hood is removable for easy Siphon Protection System (S.P.S.) ballast manufacturer's installation relemping and accepts up to three prevents waterfrom siphoning into instructions or contact the factory internal accessories at once the fixture through its own lead for remote mounting distance and (lenses, louvers, filters) to achieve wires, installation requirements. multiple lighting effects. Wasp hales prevent water and mineral G ... Hardware J ... Lamp stains from collecting on the lens, Stainless steel hardware is Not included. Available from even in the straight -up position, standard to provide maximum Lumi &re as an accessory '- see D Gasket corrosion- resistance. reverse side of this page. ... Housing and hood are sealed with H ... Socket IMPORTANT NOTE: This fixture accepts PAR20 lamps by all major a high temperature silicone o -ring Ceramic socket with 250c C lamp manufacturers except G.E. gasket to prevent water intrusion, TeflonO coated lead wires and medium base. Iii Labels & Approvals UL and cUL listed, standard wet label. IP65 rated. Manufactured to ISo 9001 -2000 Quality Systems Standard. IBEW union made. Approved by New York City Dept. of Buildings, Bureau of Electrical Control for use in NYC, NY. L... Warranty Lurl warrants its fixtures against defects in materials & workmanship for three (3) years. Auxiliary equipment such as 2.3/4 transformers, ballasts and lamps Poml carry the original manufacturer's R' warranty. do COONM Lighting Specifications and Dimensions subject to change without notice. wwwwoperll,bung,mm Lonsult your represemetive for adtlitipnalomlone ens tinuhea. 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F CORONADO 720 39W (max.) PAR20 Metal Halide Accent/Flood ADL032485 07;09/2009 12:07:33 PM 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F '""& AVA N I 7200 Wisconsin Avenue 0 Suite 400 0 Bethesda, Mb 020814 Phone: 301.652.7400 0 Fax: 301.652.3588 Coronado 720 Cone of Light Lamp= CDM39PAR20 /SP Df nt caato InldelNedlr Balm (M130KK-39) Illuminated plane Footcandlas Diamater CBCP= 23,000 25 D" 37 4 0' 20 0" 58 One' 150' 102 26" 160 - 2'0" X70'0" - 230 — 1'6 e'0" 360 1'fi` Coronado 710 Cone of Lamp= CDM39PAR20 /FL uvamrke to Initial Name —�~� —seam (M130KK -39) CBCP =5000 nmminated Plane Foptcendies Diameter 21 8 7216" 13 ...___.100" 15'0" 22 7.5, 12,0„ 35 "'— - 6,.0" 10'4" 50 ac LAMP INFORMATION Lamp ANSI Code watts Beam Spread CBCP •K Life (hrs.l Base Volts CDM39PAR20 /SP M130KK -39 39 too 23,_ 3000 9000 medium 120 -34 CDM39PAR20/FL M130KK -39 39 30o 5000 3000 9000 medium 120 -34 NOTE: Inferior quality lamps may adversely affect the performance . of this product Use only name brand lamps from reputable lamp manufacturers. NOTES AND FORMULAS • Beam diameter is to 50% of maximum footeandles, rounded to the nearest half -foot, • Footcandle values are initial. Apply appropriate light loss factors where necessary. • Bare lamp data shown. Consult lamp manufacturers to obtain detailed specifications for their lamps. ORDERING INFORMATION series Voltage saiiast Finish Ai a nism es 720 =PAR20 Coronado w /Locking 1211 _= Standard Core and Call Ballast mad niters CNtch Alming 277 =277V EL= Electronic Ballast 91(=Black 1`71- m=Feach Dlchrolc Flaer, 2.W er, Sou 208 -208V ELM -Electronic Ballast Mini Housings B2-Bronze F7230 =Amber friuvic Firs, 2.50" Due M INprida 240'240V CS =City Silver F722o=Green DIe Filler, 259^nia MH39PAR2o =39W Metal Halide PAR20, 347 =347V Mounting VE =Verde 1`7430 =medium Blue Dlchrolc Filter, 2.50"01, Medium Base MB= FlAgre mounts ro ingreund ballast a0n(ailer WT =Whlle F76- 20=—ax Dlchrolc File,, 250 "Die MSR =Fwul amount, to flat a maceremote F7s3ozead Dlchrolc Plles, I.." Dla ingma no ballast Container F7730=Dmk slue Dlchrolc Fllrer, 2.50" 01a ._ SM= Fixture — Its to wall mourned ballast F7a20=ughr Flue Dkbmlc Fllrer, 250 "nla housing, Wor, cal ll entry I's 20=Nsui Densay alchmlc Fllrer, 2sa Dla Vi Fixture mounts to well mounted ballast Fan 20; Magenta Dlchrolc Filter 2striea hal ing, over J -box 122 -20. sea cmor FMer, saa Fla WR=Fhmre men his to flat an dace, temple ballast Pas3 plus Color 12. 50' al. housing 1`44.20; erean Cola, Filter 25a" DM TS! Flxture mounts to ballast housing strapped to P. -2 o= ysirow Color Pllter, 2.5a" Die tree, bottom conduit entry 1i Fixture snapped re tree, remple ingreund Fai Mercury Vapor Color Fllrer, 2 I i ballast conlalner enueal Le TSR7 Fixture strapped to tree mole ballast L�L-20= Lilcae Spread Lens( -10 Ile, sasndsrd beam,Ploh housing strapped ro traefe 25m Dla Oai evmall spread Lan, (MCrease beam spread), 2.50 "Dix 'Poes;t ELM Ballast avellebla with wM,a - &TS Ni only. DIF-20. Diffused Lens Ili was lllumtnmlpn1 ,2,50 "Die • Lem p nor I ncluded. O I LW + Consult your Cooper LigM1ting represenfa3ve foreddaioael options end finials,. LVR- 20P Hex CeIlLWVer reduce ( glare), 2.50 "01e x IMPORTANT NOTE:TM1i, fixture accepts PAR201emps lV at major lamp manufecturere exwpt G.E. Lemma MHF2029 -6R 39W PAR20 Metal Halide Sri MHP2089-FL• Raw PAR20 Metal Hellde Flood COXERIUghting Specifications and Dimensions subject to change without notice. ADL032485 vmov.meperlighting.mm Lumlere • Customer First Center+ 1121 Highway 74 South • Peachtree City, GA 30299 • TEL 77OA99.4000 • FAX 770.489.4801 07109/2009 12:07:33 PM 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F f L I S S - FAS MAN LIGHTING DESIGN 29 July 2011 _ The Shops at Stonefield - Town Square XY Option 1 DATE PROJECT TYPE IGuzzini PL -T 26W /830 /4P /ALTO Philips MANUFACTURER LAMP DESIGNED BY. Its 111M Tl TL E: FILE NAME: Ellipse is a spliace mourned fixtur9 for vta4l and ceiling appllcatlane. Fixtures are available in incandescent or ompact fluorescent versions. The fixture is very efficient due to the special design of the glass lens. The high diffusing glass Ions is mounted within a ais cast aluminum frame that is alleehed to the Iniection molded polyearbonato housing. The use of pleyearbonate ensures that the housing will not corrode All hardware 7s AISI 304 stainless steal and the frame Is die cast of copper free aluminum and receives a dual rude— phosphate plating traetmert fohowatl TRIG nsure by s a the final bakoa nrganir. texLUed finish coat e finish of extremely long Ilse and corrosion resistance. The fixture is mounted mine surface udhring anchor s that are Independent horn the elFetticel junctipr bor...... to ensure s rigid attachment This product was awarded the IF Design Award In 1999 his f .led IP53 degree of protection (soling Installation). I P54 degree of protection (wall. Install 1: clod 'S table for Wet Location" i� code lamp Ellipse Ceiling /wall 1.7113 1.7116 60W ' 1 A19 A19 Med. Base Med. Base aI 1.7117 -120 18W T4 Quad G24q -2 I 1 1,7117 -277 1.7119 -120 18W 21 T4 T4 Quad G24q-2 Quad G24q -3 _. C) 1.7119 -277 26W T4 Quad G24q -3 With integral electronic ballast for the fluorescent versions. 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F THE SHOPS AT STONEFIELD SET REV. NO. TOWN CENTER Al SUBMITTAL DRAWING NUMBER: LIGHTING FIXTURE DETAILS SHEET NUMBER: SCALE: DATE: � l � � - n 12 -14 -2011 1 f n i M R T H C A ELLIPSE #11.711 - CEILING / WALL LAMP voLTAGE N SH LAMPING;1 X 18 OR 26W COMPACT FLUORESCENT (SEE LAMMING OPTIONS) Ellipse is a ceiling or wall mounted unit for external PROJECT NAME: residential and commercial walls. A molded glass diffuser is mounted upon a thermoplastic support and TYPE; __ closed by an external frame of die -cast aluminum. LAST UPDATE: AUGUST 16, 2009 I ti E E N p Lc7 � °D E 4 C2 10 -7/8" (275mm) CEILING / WALL SIRE VIEW DIE CAST ALUMINUM EXTERNAL COVER STAINLESS STEELVANDAL ISOMETRIC RESISTANTALLEN HEAD VIEW SCREWS (X2 TYR) ELECTRONIC BALLAST FOR (1) 1 B X 26 COMPACT FLUORESCENT 1 X 18W or 26W QUAD COMPACT FLUORESCENT (SEE LAMPING OPTIONS) (NOT INCLUDED) JUNCTION BOX (NOT INCLUDED) 04 -VT MOUNTING PLATE \\�M efrJl 3x POLYCARBONATE 7 ,a( LAMP HOUSING , e9 V ) VOLTAGE DIE CAST ALUMINUM O 120V EXTERNAL FRAME 0 277V METAL FINISH O 01-WHITE O 02 -BLACK O 15- DARK GREY MOLDED GLASS DIFFUSER ELEVATION VIEW 5455 de Gaspe II$ . 'i! suite 100, Montreal (Quebec) L DP D P.: 514.523.1339 F.: 514.525.6107 23 LEONARD ST NY NY 10013. 212 343 6400 V 212 343 8740 F Medium Shroud (M) No Shroud (N) Vista Pmfe, ssionalOutdoorJ•htfrrg rase roe a the tht to modify the desigri, and lore onstnm do n ofthe fivtum shoran u2 #ho ut furthe rno title ratio n. 1625 SarveyorAvenue a SrmiValley, CA 93063 a (805) 527 -0987 • (800) 766 -VWA (8478) FAX: (888) 670 -VISTA (8478) - emalldvietapro.com • www.vistapm.earn 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F SHEET REVISION in 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F AMENDMENT #1 TOWN CENTER FINAL SITE PLAN RESUBMI TTAL TOWN CENTER FINAL SITE PLAN RESUBMI TTAL ARB STONEFIELD TOWN CENTER SUBMITTAL SHEET REVISION CJH 2-7-2012 - B L I SS - FAS MAN ii.. N LIGHTING DESIGN 27 July 2011 The Shops at Stonefield - Site Lighting YB DATE PROJECT TYPE Vista Lighting 17W LED Warm White MANUFACTURER LAMP YiSTA �\ Vill �6'n e ®r4 NAB ♦ OUTDOOR Model / /V \\ LIGHTING Pmject CA"HON SIM Sample Number: get WNT5G1 /40- 277V-BK MODEL- 1079 120V,SUilL ' UP &AccentUghts SPH3WAMONSL 16" 14 112" (406) (365) MLHNG: transformer, offering quiet operation, low temperature rise,andlow Die-cast, c o p p e r fie a aluminum. no-load to sse s. Constant c urre nt d rive ro utput, p ro due tiring 12.6 Wa tts SIMT111. o f Bigh Output lID iOumina don. Consuming 17 syste m lwa tts. Available with medium shroud (M) orwithout shroud (N). Medium MOUNDNG: shroud integrally molded with housing and afmable 359° about Injection- molded, ilyton.R4©adjustable knuckle with tle NPSstem, knuckle base. Pteture may be mounted into threaded hubs in junction boxes, TPOSH ground stakes (GII base mount boxes (111), ormountiing canopies Polyesterpowderc oat finish available irrBlack , Verde, Architectural (WR). Brick, Amhitectural Bronze, light Bronze, Dark Bronze, Granite, FASHD I Bronze Pewter, ' lone - cotta, Rust, IFrnterGreen,Mocha,Weathered , All fa Steneisare stairrksssteeI Weathered lion, and White. WMNG: ]l Pte wire d with 200 °C rated wire and grounded lead. Clearsoda lime glass. CIILLDe'ICAMON: IAlOIP°TVM UL listed to US and Canadian safety standards for- low voltage Nine (9) White Ifigh0utputUDaanitte is, with Vista exclusive driver, TFDIsndscapa lumina ire a (UL 875 0). Also, UL listed Inirline - voltage powered to operate f1dY50,000hours. Available is Warm (W) orCool lighting fixtures (UL 1598). She maximum wattages allowed by (C) colortempemtures. Undenvrften laboratories (UL) for US. and Canadian •markets may OPIg vary. Maximum wattages specified are Undenvriters Laboratories Injection- molded opticalgrade acrylic available in US standard. Please contact Vista for any questioms about the S3ot(SP), Flood ( F1) , and Wide Flood (WF)distributions. maximum wattagesallowedbyULCanadianstondardls. EIDEU1I3CATr CC Custom Color 120V or240V 50 /60I-Tz urput. ULrecognized, high efficiency toroidal Al Vista luminauesare MADEIN71-11 LISA. D r ®1�13i Medium Shroud (M) No Shroud (N) Vista Pmfe, ssionalOutdoorJ•htfrrg rase roe a the tht to modify the desigri, and lore onstnm do n ofthe fivtum shoran u2 #ho ut furthe rno title ratio n. 1625 SarveyorAvenue a SrmiValley, CA 93063 a (805) 527 -0987 • (800) 766 -VWA (8478) FAX: (888) 670 -VISTA (8478) - emalldvietapro.com • www.vistapm.earn 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F SHEET REVISION in 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F AMENDMENT #1 TOWN CENTER FINAL SITE PLAN RESUBMI TTAL TOWN CENTER FINAL SITE PLAN RESUBMI TTAL ARB STONEFIELD TOWN CENTER SUBMITTAL SHEET REVISION CJH 2-7-2012 - CJH 12 -14 -2011 CJH 10 -13 -2011 CJH 7 -5 -2011 BY DATE 4 BLISS-FASMAN LIGHTING DESIGN 29 July 2011 The Shops at Stonefield - Town Square XY Option 2 DATE PROJECT TYPE Shaper TL5C 22W/830 Circular Philips MANUFACTURER LAMP sylac� s i t,^s1? DESCRIPTION . 692 -WP Medallion features a luminous perforated or solid metal edge. dotal which provides a soft uniform glow and is ADA compliant. 4„ (10.1 cm) ype 1-1/4" alp (3.2 cm) SPECIFICATION FEATURES all Material Doti- options Painted aluminum or solid bronze Refer to wwwshapedighting —on Solid Metal PorimearTrim (ST). with a matte white acrylic lens, for complete photometrlcs. Energy Slat Rating - Contact a p4 factory. i Finish Ballast Premium TGIC polyester powder Integral electronic I multi -volt Labels 1 - coat paint, 2.5 mil. nominal 120/277V (347V Canada), thermally U.L. and C.U.L. listed for wet tbickness for superior protection protected with end-of-life Circuitry location. ADA compliant. against fade and wear. to accommodate the specified Standard: Natural Bronzfa lamp wattage. Modifications , (NBZ)(Sustaieable Design]. Shaper's skit led craftspeople with Note: Bronze will weather to a dark Lamp /Socket their depth of experience offer the bronze patina. One (1) 22W or 40W (2GX13)T5 designer the flexibility to modify Premium: Satin Stainless Steel circular fluorescent lamp or two (2) standard exterior wall luminaires 692-WP SERIES Black IRK), Grey (GYL WhJte 40W frosted A -19 lamps. for project specific solutions. IWHL Dark Platinum (DPI, Graphite CFL socket injection molded Contact the factory regarding scale 4—A Metallic(GRM), Silver Metallic plastic. INC socket fired ceramic options, unique finishes, mounting, Exterior Wall Luminous (.6 Cm) (SM), Gold Metallic (GM), Bronze rated for 660W -25OV. Lamps additional materials /colors, or Medallion Metallic WA), Verdigris NG) or furnished by others. decorative detailing. Custom Color (CC). Installation Supplied with a universal circular strap for a standard 4" J -box or °- stucco ring. HYDr (9Q SUITABLE FOR WET LOCATIONS DOUBLE MODULAR I -GRADE LUMINAIRE NI O l: Hydrel's M9420/M9440 Series modular in -grade lights are multipurpose units designed for uplightillg of architectural and landscape features. These adjustable units can be flushed mounted into a variety of sub- strates or landscape materials. The M9420/MM40 consists of a factory- sealed, thermally protected lamp module and encapsulated power module. The components are secured inside a heavy -duty polymer rough -in housing designed with channeled convective cooling, on integral junction box, and finish door trim assembly. These double lens units offer lamp module aiming, featuring Aim- LoekTn adjustment to allow for maintenance and relamping without re- aiming. FEATURES & SPECIFICATIONS DOOR MATERIAL: Cast Aluminum, cast bronze, cast aluminum or bronze with stainless perforated trim insert or Stainless Steel. Available in round or square door vim. ROUGH -IN SECTION: Injection molded polymer with integral junction box for thru- branch wiring. The housing is U.V. stabilized, impact and corrosion resistant for use in all types of environments. The rough -in has a cylinder or side -car configuration and houses the lamp and power module components and top door finishing section. LAMP MODULE: Stainless steel housing, factory- sealed and purged of all moisture for longer component life. The lamp module is suspended below the top door lens in a surface adjustable, 15° tilt mechanism. The insulating air layer helps to reduce surface temperatures. Lens is sealed with silicone gasket and stainless steel clamp band assembly with single fastener . Electrical connection to lamp is d on e through h a sub- mersible quick pull plug connector with gold - plated contacts. Unit is thermally protected. LAMP INCLUDED. LAMP TYPE: Low Voltage: MR -16 bi -pin base, 75 Watt max., PAR _36 screw terminal base, 75 Watt max. Incandescent: T -4 quartz halogen mini -can base, 100 Watt max. Fluorescent: Triple tube CFL 4 -pin base, 32 Watt max. HID: T -4 or T -6 hi-pin base, 7D Watt max.,PAR-20 or PAR -30 medium or E27 base, 70 Watt max. Color Corrected Metal Halide If a specific lamp is desired, specify manufacturer's lamp number, most lamps can be supplied. LAMP INCLUDED. VOLTAGE: See ordering guide. LIGHT DISTRIBUTION: See ordering guide. FINISHING SECTION: Double lens design includes door assembly with 360' Aim- Lockta module support and tilt ring. Module indexing provides easy maintenance and relamping without re- aiming. Door trim locks into position with two stainless steel captive, tamper - resistant fasteners. POWER MODULE: BallasUTransformer is encapsulated in a custom designed heat -d epoxy epoxy resin that also eliminates all moisture intru- sion oxy resin that also eliminates all moisture intru- sion to the ballast. Module is provided with submersible rated card leads for connection to integral junction box and lamp module. Standard ballast is high power factor, low starting temperature; fluorescent electronic or HID magnetic. HID electronic ballast also available, CONDUIT ENTRIES: Two 12) bottom or side entries available. Box suitable for thru - branch wiring, Splicing volume is 25 in' (410 ccm). NOTE: Potting compound (PC21) recommended for junction box splices. PC21 sold separately. ACCESSORIES: See ordering guide. FINISH: Finish is natural aluminum or bronze. Stainless steel door Is brushed finish. Aluminum doors may be painted. See ordering guide for color options. LISTING: U.L., CE TYPE JOB NAME PART NUMBER 14 -3/8" 13" Voltage Distribution Lars Conduit Etres Accessories Options Lamp Rrph List (36.5 cm) (33 cm) Stainless Steel Round ORDERING INFORMATION l^ b i Aluminum Square " Bronze or Alunv q 10" Stainless Steel Square q - Sample Number: get WNT5G1 /40- 277V-BK O I s,. (155) 16" 14 112" (406) (365) p _1 _ F0 0 5' 112., 1155) 2„ E 1541 11961 l Incandescentand Series lamp Voltape Rough- InHousing Rabat °'' Options 711 ,µ xna tinES ..I get -WP =Metlalllon INC /2/40 120V Sr d•r I� aT =Solid Metal Perimeter Trlm i I n i ' T5C/1/22 277V NBZ- Natural Bze ron is 1 Ej T5C/1/40 347V' &amium_ BK =Slack 1 BI roe Metallic F _€ CC Custom Color -- �h.,, pNEnCY _A­_ DP Dsrk Platinum GM -Gold Metallls GRM =Graph to Metallic x. GY-Grey t SM Sllvar Wullm x P fir or en nn m, °e SSS =Sat n Sta oleos Steel 2.5 nlmnesafa a�pe0m VG Wnigns a M1 a rkb zew weer erase a ro ep na WH =White l` it R -n �wsa`m , :.vtll`Aaro�`m�c`.wntnu,;= lr a i COO ER Lighting Specifications and dimensions subject to change without notice. aefnr rn tM1n lmnieaentl unN on sneperlie M111n0 con. ADSO42813 www.eooporllphting.eom Consult your mpress -11- for additional options and inshes. 2010-04- 0817:52'.30 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F HYDr (9Q SUITABLE FOR WET LOCATIONS DOUBLE MODULAR I -GRADE LUMINAIRE NI O l: Hydrel's M9420/M9440 Series modular in -grade lights are multipurpose units designed for uplightillg of architectural and landscape features. These adjustable units can be flushed mounted into a variety of sub- strates or landscape materials. The M9420/MM40 consists of a factory- sealed, thermally protected lamp module and encapsulated power module. The components are secured inside a heavy -duty polymer rough -in housing designed with channeled convective cooling, on integral junction box, and finish door trim assembly. These double lens units offer lamp module aiming, featuring Aim- LoekTn adjustment to allow for maintenance and relamping without re- aiming. FEATURES & SPECIFICATIONS DOOR MATERIAL: Cast Aluminum, cast bronze, cast aluminum or bronze with stainless perforated trim insert or Stainless Steel. Available in round or square door vim. ROUGH -IN SECTION: Injection molded polymer with integral junction box for thru- branch wiring. The housing is U.V. stabilized, impact and corrosion resistant for use in all types of environments. The rough -in has a cylinder or side -car configuration and houses the lamp and power module components and top door finishing section. LAMP MODULE: Stainless steel housing, factory- sealed and purged of all moisture for longer component life. The lamp module is suspended below the top door lens in a surface adjustable, 15° tilt mechanism. The insulating air layer helps to reduce surface temperatures. Lens is sealed with silicone gasket and stainless steel clamp band assembly with single fastener . Electrical connection to lamp is d on e through h a sub- mersible quick pull plug connector with gold - plated contacts. Unit is thermally protected. LAMP INCLUDED. LAMP TYPE: Low Voltage: MR -16 bi -pin base, 75 Watt max., PAR _36 screw terminal base, 75 Watt max. Incandescent: T -4 quartz halogen mini -can base, 100 Watt max. Fluorescent: Triple tube CFL 4 -pin base, 32 Watt max. HID: T -4 or T -6 hi-pin base, 7D Watt max.,PAR-20 or PAR -30 medium or E27 base, 70 Watt max. Color Corrected Metal Halide If a specific lamp is desired, specify manufacturer's lamp number, most lamps can be supplied. LAMP INCLUDED. VOLTAGE: See ordering guide. LIGHT DISTRIBUTION: See ordering guide. FINISHING SECTION: Double lens design includes door assembly with 360' Aim- Lockta module support and tilt ring. Module indexing provides easy maintenance and relamping without re- aiming. Door trim locks into position with two stainless steel captive, tamper - resistant fasteners. POWER MODULE: BallasUTransformer is encapsulated in a custom designed heat -d epoxy epoxy resin that also eliminates all moisture intru- sion oxy resin that also eliminates all moisture intru- sion to the ballast. Module is provided with submersible rated card leads for connection to integral junction box and lamp module. Standard ballast is high power factor, low starting temperature; fluorescent electronic or HID magnetic. HID electronic ballast also available, CONDUIT ENTRIES: Two 12) bottom or side entries available. Box suitable for thru - branch wiring, Splicing volume is 25 in' (410 ccm). NOTE: Potting compound (PC21) recommended for junction box splices. PC21 sold separately. ACCESSORIES: See ordering guide. FINISH: Finish is natural aluminum or bronze. Stainless steel door Is brushed finish. Aluminum doors may be painted. See ordering guide for color options. LISTING: U.L., CE TYPE JOB NAME PART NUMBER Model Material Lamp Type Voltage Distribution Lars Conduit Etres Accessories Options Lamp Rrph List Bronze or Aluminum Round Stainless Steel Round 10" DIA (229) '- / (254)11,• / l^ b i Aluminum Square " Bronze or Alunv q 10" Stainless Steel Square q 9" SO. 10 SO.'' (229) 1254`) 1 I I 5,. (2291_ ..I S 191/2" 1229) --+I (4941 �— 10 1/2" ,6 # 01/2 O I s,. (155) 16" 14 112" (406) (365) p _1 _ F0 0 5' 112., 1155) 2„ E 1541 11961 l Incandescentand Fluorescent HID Rough -In Housing Rough- InHousing NOTE: HYDREL RESERVES THE RIGHT TO MODIFY SPECIFICATION WITHOUT NOTICE. Any dimension on this sheet is to be assumed as a reference dimension: 'Used for information purposes only. It does not govern manufacturing or inspection requirements." (ANSI Y14.5-1973) APPROVALS ®2005 Hydrel Hydrel is an ISO 9001 12881 Bradley Ave 9/6/07 xis✓ Certified Wi ufaaurer Sylmar,CA91342 M9420_M944.0_REV3 Phone. 010 -362 -9465 Fa. 2-362 -6548 www.hydrel.cem 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F DESIGNED BY., 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F BLISS +FASMAN H..... -,,. LIGHTING DESIGN 27 July 2011 The Shops at Stonefield - Site Lighting YC DATE PROJECT TYPE Hydrel CDM35/T6 /830 (Phillips) MANUFACTURER LAMP ®L SUITABLE FOR WET LOCATIONS IP68 ® l 9420/9440 ORDERING INFORMATION 60 Nz Application Choose the boldface catalog nomenclature that best suits your needs. PART NO. EXAMPLE: M9420 SS 70CMT6 120 NSP FLC10 34B ISS _ LP Material* Voltag ®* Distributions* Condui Mry Options • A Aluminum 12121 ❑ NSP Narrow Spot ❑ 1281/2" NPT bottom Fusion • 8 Bronze ❑ 120 ❑ SP12 Spot ❑ 12S t/2 ".NPT side ❑ SF° Single Fuse ❑ASP' Alum. ❑ 200 ❑ NFL- Narrow Flood ❑ 348113/4" NPT bottom ❑ OF" Double Fuse Stainless Perf. ❑ 220 ❑ MFL Medium Flood ❑ 34S 3/4" NPT side B.dlloslina1° ❑BBP' Bronze Bronze ❑ 240 ❑ Fii Flood. ❑GEB Electronic Perf , ❑ 277 ❑ WFUe Wide Flood Ballast ❑BSPI Bronze 11347 ❑VAWD° Wall Wash ❑MLEBAD'aAnalog Stainless Perf. ❑ MVOLT' Distribution Dimming ❑ SS Stainless Steel ❑ASY322 Asymmetric Ballast Model* Lamp Type* Lens- Accessories Lamp ❑M9420 Round ltane Low Vo ❑ FLC Flat Lens Clear LOt- @Ot9j" ❑ LP Lamp ❑M9440 Square ❑ M50 MRi 6, GU5.3 base 7 FLC511 Flat Lens Cigar, 50 axial ❑ IHL Honeycomb Louver Installed ❑ M75 MR16, GU5.3 base ❑ FLC10 Flat Lens Clear, 10° tilt ❑ ISS" Source Shield • P36SOILV PAR36, screw ❑ FLC20 Flat Lens Clear, 20° tilt ❑ LSF Linear Spread Filter Finish20 terminal base El FLF Flat Lens Frosted ❑ CFAMB Color Filter Amber • P367SILV PA936, screw ❑ Fli Flat Lens Frosted, 5° axial ❑ CFBLU Color Filter Blue ❑ BL Black terminal base ❑FLCAS Flat Lens Clear, Anti -Slip ❑ CFGRN Color Filter Green Incendescent2 ❑ CLC Convex Lens, Clear ❑ CFRED Color Filter Red ❑ BZ Bronze ❑P20501 PARM, med. base ❑ CLF Convex Lens, Frosted ❑ WWL Wall Wash Louver ❑ ODS Dark Bronze ❑P30501 PAR30, mad. base External 1, 11 ❑ DNA Natural Alum. ❑P30751 PAR30, med. base ❑ GS Glare Shield ❑ GN Green ❑ 1000 T4, mini -can ❑ LC Lexan Cover ❑ OR Gray Fluorescent ❑ LS Light Shield ❑tIiTRT Triple Tube, Gx24g2 base ❑ AG19 Rock Guard ❑ SND Sand 026TRT Triple Tube, GX24g3 base it, ❑ STG Steel Gray 032TRT Triple Tube, GX24g3 base ❑ BTR Bronze Round ❑ TVG Terra Verde HH ❑ BTS Bronze Square Green ❑ 20CMT4' T4, 68.5 base ❑ STR Stainless Round ❑ WH White ❑ 35CMT42 T4, G8.5 base ❑ STS Stainless Square ❑ CF Custom Finish 13 35CMT6 T6, G -12 base ❑ 70CMT4 T4, G8S base ❑ 79CMT6 T6, G -12 base M9400 Series Assembly MRIS94 Rough -In Housing ❑ P2035CM PAR20, med, base consists of the following MFS94 Finishing Section ❑ P3035CM PAR30, read base individual component MACS Lamp Module Notes: ❑ P3070CM PAR30, med. base *Required Entries parts: MHSL94 Ballast Module ' Not Available with M9440 square model 12 Accessories are mutually exclusive, choose one only. 2 Incandescent models available with 120 Volt only. 13 ISS available with T6 and T4 lamps only. Not available with WWD distribution. 3 Lamps available with GEB or MLEBAD electronic MVOLT (120V -277V) 11 Accessery not available with SS door material. ballast only. 'S N❑t available with CLC or CLF convex lens. 4 Available for Low Voltage lamps only. Remote 12V power supply required (sold separately), 's SF available with 120,277 or 347 supply voltages on HID fixtures only. a MVOLT is standard on all Fluorescent lamps and MH lamps with GEB or 1° n OF available with 208, 220 or 240 supply voltages on HID fixtures only. MLEBAD ballast option. Ballast options available with MH lamps only. e Not all distributions are valid with all lamp types, consult lamp manufac- 11 0 -10 Volt remote analog powered dimmer system with additional supply wiring turers specifications. required (by others). 7 WWD distribution available with T4 08.5 base MH, T4 mini -can base ac Door material finish is natural cast aluminum (A) or cast bronze is) unless specified. Incandescent, or Fluorescent lamps only. Stainless steel (SS) door available with brushed finish standard. 3 ASY distribution available with Fluorescent lamps only. 21 Default conduit entry. ' Specify top lens. Bottom lens is FLC standard. P2 Not available with T4 or T6 lamps. 10 FLC5 lens standard with WAD distribution using Fluorescent lamps.. " FLF5 lens standard with WWO distribution using MH or incandescent Hydrel Is an ISO 9001 lamps. Certified Manufacturer (92005 Hydrel 9/6;07 M9420_M9440_REV3 PROJECT, TI TL E: FILE NAME: 12881 Bradley Ave, Sylmar, CA 91342 Phone. 818. 362 -9465 Fax 818- 362 -6548 www.hydrel.cem 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F THE SHOPS AT S TONEFIELD SET REV. NO. TOWN CENTER ARB SUBMITTAL AWING NUMBER: LIGHTING FIXTURE DETAILS SHEET NUMBER: SCALE: DA TE: 12 -14 -2011 r r. E M 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F DATE PROJECT PE Hubbe! 15.7 Watts, LED -6350K MANUFACTURER LAMP PG DUALLITE ,ndoor,®utdoor Emerge cy Lighting Unit ,•7P �i[1t7tiR'43 k�<Y s'YTZ( w kR 11F, f Electronics Power Consumption Upon failure of the normal utility power, a solid -state transfer switch automatically activates the emergency lamp. Upon resumption of the normal utility power, the battery is disconnected from the load and recharged through a solid -state charging unit. A low voltage battery disconnect feature protects the battery from severe damage during prolonged power failures, Spectrontg self- testing /self- Ponerf ctoraverage o80aaynv diagnostic circuitry provides automatic system testing on a monthly ( ( t pp ID i �s. ..._. and semi- annual bases. Manual testing Is available at any time using z^ °= � -�� - • •< < � ' ��� s -- ^ - "•`�'��r. the push -to -test button: push once for a 60- second system test: push twice for a 90- minute system test 0 0 Number of Lamps: Four high output LEDs Lamp Configuration: Two setts of 2 LEDs provide illumination. In the unlikely eventthat any single LED should fail the remaining LEDs willcontinue to function. Lamp Type: Solid state high output LEDs 7 Lamp Color: Cool White, 63501( Total Lamp Output: 405 Lumens Input: 120 /277VAC, 60 Hz Battery Charger: Temperature compensating, constant current Transfer: Solid state Functional Circuitry: AC lockout, transformer isolation, transient 11 " surge protection, low voltage battery disconnect, brownout detection, time delay retransfer Battery Recharge Cycle: per UL time standards Test Means: Integral test switch } Battery: Sealed, maintenance -free Nickel- Cadmium I Operating Temperature Range for Models without Heater: 13.1875" 0 °C to 50 °C (32T to 122 °F) Operating Temperature Range for Models with Heater: -30 °C to 50 °C C -22T to 1227) i f i f i £ i f It.Lt�rtgrA T�04� 1y1<fii� ' Y f €, f . ��! NA, r,rr'6r.1 P.< ... 6 .•, ': .. ..;x:..1,2,, SINGLE UNIT COVERAGE MULTIPLE UNIT SPACING Mounting Height: 9' Mounting Height: 9' Outdoor Reflectance: 0/30/10 Illuminated Path Deptth: 6' Indoor Reflectance: 80/50/20 Outdoor Reflectance:: 30/10 Indoor Reflectance: 180 /50/20 e4fj z+ � 1 tE �.arz ?tai21�1 ;it ak T >3 Path of Egress c 1 FC Average w Indoor Outdoor Indoor Outdoor 1f.e Ott+ ifs 7t QE J 33' X 1 D' 27'X 10'`iii6 8 s sisiiESti 44' 33' ."T4 4a s 8 see0 10' X 10' 9' X 10` 1 €,T a).,.,.fltr 18' 15' Dual -Life • wAmcluauite.oDm A Hubbell Lighting, Inc. brand with representatives' offices in principal cities throughout North America, pmroi eft too.. Copyni Hubbell Lighting Inc., All Rights Reserved • Specifications subject to change without notice. = Printed in U.S.A. 0603387 F 05111 23 LEONARD ST NY NY 10013 212 343.8400 V 212 343 8740 F I;od,: y c��tter ' 120VAC 2 78 watts t20VAC 152 watts 277VAC 2.88 watts 277VAC 15.7 watts EET REVISION I BY I DA TE I N0. MANUFACTURER LAMP 9% 1 J R F C I i n g I.S.). e i - i le S WHITE LED ARCHITECTURAL LIGHTING Pagel of 2 SE.S1.aCodLTRSsaa2 Features Diagnostic Electronics Electrical Specifications: Illumination: Illumination (standard): 1201277 VAC AC Only Models: is provided by two field- dual voltage input with surge 0.203A (120 VAC) replaceable, independently protection is standard on all 0.087A (277 VAC) powered white LED modules AC models. On self - powered Self- Powered Models: Ds^ (2.29 cm) and a vacuum plated models, charging system is 0.198A (120 VAC) — polycarbonate reflector. The microprocessor driven with 0.088A (277 VAC) (3.81 tin) reflector design has been software embedded diagnostic 150" optimized to produce one -foot routine and temperature e.ocfet CtYrssP3xnce (39.1 o,r) candle average illumination compensation. 120/277 VAC UL 924 and UL damp location 5.6" along a 5'x27' path of egress, input, surge protection, listed standard. NFPA 101, (14.22 cm} with multiple fixtures, when brownout, AC lockout and low NEC, BOCA, OSHA and IBC placed at a mounting height of voltage disconnect features are illumination standards. UL 1598 (ess<m) 10'AFE standard. Non -IC. I�►I (Housing: Durable, die Self- Testing Diagnostics Warranty cast aluminum pausing and (optional): The diagnostic/ Three year full electronics cover with UV stabilized charging platform with optional warranty. Five year full plus five polycarbonate lens. A bar self - testing mode automatically year prorated NiMH battery hanger kit is supplied standard runs a aria- minute self -test warranty. to accommodate recessed every 30 days and a 30- minute ceiling mount applications, test on the sixth and twelfth The unit may also be surface month. Aone- minute or ceiling mounted directly or 90- minute test may be initiated with the use of standard 3 1/2" via the push to test switch on or 4" octagonal or single gang the unit or by activating the junction box. A knockout is appropriate test command an provided on the pausing for the optional IR test device. conduit installations. Ordering tnfe7rrTt ?191841 suRP 0 = � sea Series Mounting Battery Housing Finish Model Designator Factory Installed Options SURF =SURF C = Ceiling Mount A = AC Only w = White S1132 = Diagnostic 2t KT9 = Twa- Circuit 1201120 VAC (AC only models) Series White N = Nickel Metal B =slack Electronics 2CKT2 = Two- Circuit 277/277 VAC (AC only models) LED Laminate Hydride Battery A = Aluminum DG = Universal 12 -48 YDC Remote Emergency Input (NiMH) G- Gunmetal (AC only model >) BR - Ornamental Bronze EX Special lnpu[Transformer (specify voltage &frequency)' AC =Aged Copper T - Self Testing D :goose cs (non -aud bee) VG = Velvet Green TA - A, d b,e Sclf -Tear mg D agnostics Accessories (order as a separate item) N = N ckel TP = Tamperproof SDREMOTE =infra red Remote Test Device GA =Gran to Nate T1sTPT130L = Tamperproof Driver and sit 1) Some options impact UL listing. Consult factory for specifics. 23 LEONARD ST NY NY ?0013 212343 8400 V 2 1 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F AMENDMENT 1 TOWN CENTER FINAL SITE PLAN RESUBMI TTAL TOWN CENTER FINAL SITE PLAN RESUBMI TTAL ARB STONEFIELD TOWN CENTER SUBMITTAL SHEET REVISION CJH 2 -7 -2012 CJH 12 -14 -2011 CJH 10 -13 -2011 CJH 7 -5 -2011 BY DATE Wire Guard 2 343 8740 F 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F AMENDMENT 1 TOWN CENTER FINAL SITE PLAN RESUBMI TTAL TOWN CENTER FINAL SITE PLAN RESUBMI TTAL ARB STONEFIELD TOWN CENTER SUBMITTAL SHEET REVISION CJH 2 -7 -2012 CJH 12 -14 -2011 CJH 10 -13 -2011 CJH 7 -5 -2011 BY DATE MANUFACTURER LAP✓II' PG uuA 23 LEONARD ST NY NY 10073 212 343 8400 V 212 343 8740 F ELlSS >F.3SMA1v s � L9�H1'1rJ3 DES IGNS 04 November 2011 Shops at Stonefield -Hyatt Hotel XRC1 DATE PROJECT TYPE Gotham Lighting PL -T 26W/830/4P /ALTO Philips MANUFACTURER LAMP FEATURES Type Catalog number OPTICALSYSTEM ... .. :......_ . . .......................... ............................... • Self - Flanged, semi- specular or matte-diffuse reflector. • Patented Vertisyse- Bounding Ray'"" Optical Principle """"''" " " " " ... ..... ... ... ... " "" " " " "' " " " " " " " " ° " " " " "' design (US Patent #5,800,051 provides lamp before lamp Compact Fluorescent Qownlights image. Lamp image that reflects smoothly from the top of wt the reflector to the aperture, providing optimal fixture performance and efficiency. Ni MECHANICAL SYSTEM Open Reflector • 16 -gauge galvanized steel mounting /plaster frame with Vertical Double Twin -Tube or friction support clips to retain optical system. Maximum .Triple -Tuhe� Lamp 718" ceiling thickness. • 16 -gauge galvanized steel mounting bars with continu- ous 4" vertical adjustment. are shipped pre - installed. Post 10 -1/4 installation adjustment possible without the use of tools (zs.o) from shove or below ceiling. • Galvanized steel junction box with Binged across ravers O and spring latch. Two combination 7/2" -3/4" and three 11 Aparttre a -1 /a noel 2" knockouts for straight - through conduit runs. Capacity: cPmg opening: 7 -1!a na,u 8 (4 in, 4 out) No, 12 AWG conductors, rated for 80 °C. overlap trim: 7 -1 /z ns.n ELECTRICAL SYSTEM • Rugged aluminum. lampholder pausing, m° • Vertically- mounted, positive - latch, thermoplastic socket. All dimensions are • Class P, thermally protected, high power factor electronic n_nea Icantlmeteral 1 la0al ballast mounted to the junction pox. • Simply5rN technology available. sgrnnLVrop• LISTING • Fixtures are UL Listed for thnl- branch wiring, Nan -IC recessed mounting and damp locations. Listed and � 13 -3 /4 labeled to comply with Canadian Standards. (34 9) -Maximum heightdepends on lempwarcagehype dimensionsrangefrom 10- 3/4 °far180TT, 26DTT and 42TRT;9- 3/6 "(or 130TT,18TRT, 26TRTand32TRT ORDERING INFORMATION Example: AFV32TRT6ARMVOLTWLP Choose the boldface catalog nomenrlaturn that best salts your needs anti write it on the appropriate I'ne. order arcessor es as srpamte ra[alo0 n rmbara (shipped separately). AFV 'Wattage,l Series JLam !Trim color finish Volta a Ballast' Options V 13DTT © IBlankl Seml- MYO ,ant .ectromc a -iesY EP Emergemyheaery pzckwilh 18077 6PR Pewter 120 ECQS" Ecosystem ntagraltestswtch 26077 6UaR. Umber LD Matte- 277 electronic ELR' EmerganrybatterY pack. Remote 6WTR Wheat diffuse dimming ballast. testswitch 18TRT 347 GRIP Single slaw- hlowPose ll BWR' White Minimum dim -ming GLR °Sngle, fast- blowfuse 32YRT painted level 5°o. TRW White Fa'mtedflange (standard on 42YRT 6Ma' Black baffle ADE2 11 Advance MarklOe TIIBI BlackndWBl 6W 9' While baffle electronic dimming painted flange CSKT Foam askehn g 9 ballast. Minimum dim- WLP WBh 3500 °KlamFfshipped NOTES arm g level 5% separately) 1 Not available with finishes. SS'SIMPlY9""system LRCs Provdescompat m 6'Itywth Lthsa 2 Multi -volt electronic ballast capable of operating on any ballast Relec Syste n. Reloc Systen can line voltage from 129V through 271V. 50 or 60 Hz he installed less this option with 3 For additional ballast iyypas, refer to Technical Bulletins tab. connectnrsprovided hycthers. 4 Not available with I30TT. Access abov¢aeiling required 5 Available in 120`! or 277V only CP10 Chicago Plenum 6 Simply5[" includes 9' S5 MLA Reloc wiring system (shi pad CSA CSA Certified Accessories seperetelyy) Available in 120V or 277V only. Not avedab a in aDP" Ballastd scnn,act plug I3W or 18W. See simply5.nat for niors information. Order as separate catalog numbers. HW Herdw refer S5system;repleces 7 For dimensional changes, refer to Technical Bulletins tab. Reluc SCAB Sloped ceiling adapter. Degree of R Not available with MVOLT. ELNL'Highlu non of tputemergency f e must be specified 100 15D 9. For compatible Reloc systems, refer to Technical Bulletins sop ( battery pack Integral testswitch tap, 206, 25D, 3001 Ex'. SCA6 10D provided K 'd thickness adapter. Extends CTA4 -a V Carl! 10 Net available with EL or ELR o turns. 9 6LRHL' Hi hlumen nut ttane c r an pp mourtin frame to accommodate 9 p 9 Y 11 Meets codes that require in fixhire disconnect 0 Battery pack Re note test switch 12 One 5A relay th one 0 10 VDC dimming output, shipped ca I rig thickness up to 4 -1/4" OTT prav dad installed, Requires additional nLigM pus power Supply. ono 3.114 THT) NSD "Sersorsvi tchnCghFNdimming relay ®1 � � �® GOTNAM ARCHITECTURAL panNL16HTING '`r 1400 Leger Road Carriers Gwrgia 30m2 � P 800 315 4982 F77066 03129 AFV 60PEN DCF -370 a,,a�.,�. wxw gothaml ghbn8rom 23 LEONARb ST NV NY 10013 212 343 8400 V 212 343 8740 F L � 1 7200 Wisconsin Avenue 0 Suite 400 0 Bethesda, MD 020814 Phone: 301.652.7400 0 Fax: 301.652.3588 MANUFACTURER LAMP L LIT Indoor /Outdoor Emergency Lighting Unit CdtdOt Nllmhaf 1 cummen <s. Type. Application The PG is an indoor /outdoor, die -cast architectural emergency unit. It is a wet location listed, emergency luminaire with high - output LED technology that provides path of egress illumination for mounting over entrance /exit ways and perimeter walkways. Spectrong self - testing /self- diagnostic electronics are included standard. A battery heater for cold N : 1j o�` frt 'f temperature operation is available as an option. at YS IY6 Construction i' 3 s t t r Housing and mounting plate are constructed of 0.125' die -cast ��` e aluminum and 0.125" closed -cell, medium density, neoprene gasket. The acrylic lens allows 92d/a light transmission. The reflector is electro- White polished aluminum with 95g/a reflectance. Housing finish is powder coated electro- deposition paint available in four colors: dark bronze, white, platinum silver and black. Installation Universal housing knockouts for mounting to standard 31/2" and 4" octagon and 4" square electrical boxes. A 1/2" - 1/4 NPT threaded conduit opening is provided at the top of the housing and sealed with a Dark Bronze closure plug. The back plate mounts to the wall surface using installer supplied hardware. The housing "snaps" to the back plate by a "pin and i�f� socket" arrangement, and is secured with two Fillister head screws. AC Lockout feature prevents battery discharge p nor to initial unit power -up saving installation time. Lamps F� Four high- output, long life LED lamps arranged in redundant pairs. Platinum Silver Compliances UL 924 Listed (emergency models only) UL Wet Location Listed NFPA 101 Life Safety Code NFPA 70 National Electrical Code OSHA U.S. Patent No. D627,916. Warranty Black Three -years full for unit. electronics and battery. {�I�ieai�l��f10��, Reference "Remote Heads and Fixtures" specification PC W T sheet for information on matching PG remote "Sense �- 7Fan`5s ., , fJptions W White HTR Battery Heater Z Dark Bronze (Add Suffi x to Model) P Platinum Silver 8 Black PGR Remote LED H,aphyel� For 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 874( F 1„ BA.ISS"FASe44AN :". .. , ,.....: LtC3N3`itdia fhE°3l FEATURES Type Catalog number INTENDED USE • Decorative LightshieldT"' accessories protect " Gotham recessed luminaires from common vandal- ism without compromising aesthetics or optical ......................... -- ........... '' --- performance. I '� r- -- 41 Options &Accessories MECHANICAL SYSTEM • Bezel: ono - piece, marine grade die -cast aluminum, _ 0 low copper alloy (<I% copped, 0.60 inch thick. max, Mounts to 6" (6.87" LD.) or 8" (8.60" LD.) Gotham �,«� r.. -•'� —_ -= ,a; i o _�. -,-;l mounting frames with stainless steel Torx® T20 TM tamper resistant screws. Lens: accommodates � ��-! Lightshield different lens combinations up to .500 inches thick. J41"=a Vandal Resistant Accessory • Gasket: perimeter lens gasket is one -piece closed - roll silicone "0" ring. Perimeter ceiling gasket is closed -.cell silicone that seals bezel to ceiling - -- -_ - -- __ • IP55 rating (below mounting surface) is standard. See ingress protection ratings on second page. INSTALLATION Flat Lens ConVexLens • Mounting brackets: four (4) mounting brackets and gasketed ceiling plate provide a secure and simple means to attach the vandal resistant trim accessory to any Gotham modular mounting frame (see matrix for availability). Optional FINISHES Dil "8" "C" "D" • Decorative bezel is available with textured polyes- 6'114 9-112 1 1.3 +i6 ter powder coat in all architectural colors (see (153e) (24.13) (2.541 [3s7j Optiona). Also available in three {3} plated finishes: 7.V`[ 11 1 2 satin chrome, pewter, and oil- rubbed bronze. Salt f27s4j :2 1111 (5.1) spray testnn for I,UUU nears. All dimensions are in inches (cm). IJL -- WARRANTY D" - Convex tans only. I • Luminaires utilizing a polycarbonate lens LightshieldT" accessory that is rendered inoper- able as a result of vandalism, will be repaired or replaced without charge for the life of the product. Subject to product and component availability. I- -- e - - - - - -- *Housing ordered separately ORDERING INFORMATION Example:. GVRT6T73WGORB Choose the boldface catalog nomenclature that best suits your needs and write it on the appropriate line. GVRT _ A e Lens Series rture Options P VRT' 6 1�ILSA«,.A81Ym note lenses WGz Zinc - plated wire Architectural Colors CGL 118" Clear lass lens guard Plating+ ampere prismatic glass lens PCUa 3/16" Clear polycar- PWR Pewter PPC 3/16" Prismatic polycarbonate barrette lens SCH Satin Chrome lenses underlay (roomside) ORB Oil- rubbed Bronze FOL 1!8' Tempered flush opal glass lens powrler-f;6ta CVX 3116" Clear convex glass lens DOB Dark Bronze act Accessories Gotham Downlights Available with Lightshield 04VH Glass White Climb Medium Bronze RKIT20DRV Torx TZO ALED Solid state LED DNA Natural Aluminum screwdriver ➢�. �. All Vertical comps et fluorescent CFL f ow picture cornpaC fluorescent Uri- NOTES AH Metal halide HID I Notaveilahlewithlensed ,wallwashorbaffietrims. APRH Par metal halide HID 2 Flat ar convex lens, A Incandescent INC 3 Standard wgh PCL and PPC lenses. AZ Low profile incandescent INC R Consult fa dory for other plating options, 5 Additional architectural colors available; APR Par incandescent INC sae www.lithonia.r.omlarchcolars. � GOTH AM ARCHITECTURAL DGWNLIGXTING got h a m ® 1400 Lester Woad Conyers Georgia 30012 .GVRT -TECH 200 P 800 315 4982 F 770 860 3129 an�lasrr�rmuany A! www.gothamlighting.com 23 LEONARD ST NY NY 10013 DESIGN 23 L =G NAHG &I NEW YGiH N.Y! Y9HK tab 13 212 343 8480 DESIcNE® BY: PROJECT. THE SHOPS A T S TONEFI ELD SET REV. Na TOWN CENTER A RB SU 8M1 T TA L DRAWN BY.' DRAINING .NUMBER: Till TL E: REVIEWED BY. ° LIGHTING FIXTURE 212 343 8400 V 212 343 8740 F BLISS •FASMAN ;`r LIGHTING DETAILS SHEET NUMBER: FILE NAME: SCALE: DATE: 12- 14 -2Q11 Wire Guard spray testnn for I,UUU nears. All dimensions are in inches (cm). IJL -- WARRANTY D" - Convex tans only. I • Luminaires utilizing a polycarbonate lens LightshieldT" accessory that is rendered inoper- able as a result of vandalism, will be repaired or replaced without charge for the life of the product. Subject to product and component availability. I- -- e - - - - - -- *Housing ordered separately ORDERING INFORMATION Example:. GVRT6T73WGORB Choose the boldface catalog nomenclature that best suits your needs and write it on the appropriate line. GVRT _ A e Lens Series rture Options P VRT' 6 1�ILSA«,.A81Ym note lenses WGz Zinc - plated wire Architectural Colors CGL 118" Clear lass lens guard Plating+ ampere prismatic glass lens PCUa 3/16" Clear polycar- PWR Pewter PPC 3/16" Prismatic polycarbonate barrette lens SCH Satin Chrome lenses underlay (roomside) ORB Oil- rubbed Bronze FOL 1!8' Tempered flush opal glass lens powrler-f;6ta CVX 3116" Clear convex glass lens DOB Dark Bronze act Accessories Gotham Downlights Available with Lightshield 04VH Glass White Climb Medium Bronze RKIT20DRV Torx TZO ALED Solid state LED DNA Natural Aluminum screwdriver ➢�. �. All Vertical comps et fluorescent CFL f ow picture cornpaC fluorescent Uri- NOTES AH Metal halide HID I Notaveilahlewithlensed ,wallwashorbaffietrims. APRH Par metal halide HID 2 Flat ar convex lens, A Incandescent INC 3 Standard wgh PCL and PPC lenses. AZ Low profile incandescent INC R Consult fa dory for other plating options, 5 Additional architectural colors available; APR Par incandescent INC sae www.lithonia.r.omlarchcolars. � GOTH AM ARCHITECTURAL DGWNLIGXTING got h a m ® 1400 Lester Woad Conyers Georgia 30012 .GVRT -TECH 200 P 800 315 4982 F 770 860 3129 an�lasrr�rmuany A! www.gothamlighting.com 23 LEONARD ST NY NY 10013 DESIGN 23 L =G NAHG &I NEW YGiH N.Y! Y9HK tab 13 212 343 8480 DESIcNE® BY: PROJECT. THE SHOPS A T S TONEFI ELD SET REV. Na TOWN CENTER A RB SU 8M1 T TA L DRAWN BY.' DRAINING .NUMBER: Till TL E: REVIEWED BY. ° LIGHTING FIXTURE 212 343 8400 V 212 343 8740 F BLISS •FASMAN ;`r LIGHTING DETAILS SHEET NUMBER: FILE NAME: SCALE: DATE: 12- 14 -2Q11 component availability. I- -- e - - - - - -- *Housing ordered separately ORDERING INFORMATION Example:. GVRT6T73WGORB Choose the boldface catalog nomenclature that best suits your needs and write it on the appropriate line. GVRT _ A e Lens Series rture Options P VRT' 6 1�ILSA«,.A81Ym note lenses WGz Zinc - plated wire Architectural Colors CGL 118" Clear lass lens guard Plating+ ampere prismatic glass lens PCUa 3/16" Clear polycar- PWR Pewter PPC 3/16" Prismatic polycarbonate barrette lens SCH Satin Chrome lenses underlay (roomside) ORB Oil- rubbed Bronze FOL 1!8' Tempered flush opal glass lens powrler-f;6ta CVX 3116" Clear convex glass lens DOB Dark Bronze act Accessories Gotham Downlights Available with Lightshield 04VH Glass White Climb Medium Bronze RKIT20DRV Torx TZO ALED Solid state LED DNA Natural Aluminum screwdriver ➢�. �. All Vertical comps et fluorescent CFL f ow picture cornpaC fluorescent Uri- NOTES AH Metal halide HID I Notaveilahlewithlensed ,wallwashorbaffietrims. APRH Par metal halide HID 2 Flat ar convex lens, A Incandescent INC 3 Standard wgh PCL and PPC lenses. AZ Low profile incandescent INC R Consult fa dory for other plating options, 5 Additional architectural colors available; APR Par incandescent INC sae www.lithonia.r.omlarchcolars. � GOTH AM ARCHITECTURAL DGWNLIGXTING got h a m ® 1400 Lester Woad Conyers Georgia 30012 .GVRT -TECH 200 P 800 315 4982 F 770 860 3129 an�lasrr�rmuany A! www.gothamlighting.com 23 LEONARD ST NY NY 10013 DESIGN 23 L =G NAHG &I NEW YGiH N.Y! Y9HK tab 13 212 343 8480 DESIcNE® BY: PROJECT. THE SHOPS A T S TONEFI ELD SET REV. Na TOWN CENTER A RB SU 8M1 T TA L DRAWN BY.' DRAINING .NUMBER: Till TL E: REVIEWED BY. ° LIGHTING FIXTURE 212 343 8400 V 212 343 8740 F BLISS •FASMAN ;`r LIGHTING DETAILS SHEET NUMBER: FILE NAME: SCALE: DATE: 12- 14 -2Q11 DESIGN 23 L =G NAHG &I NEW YGiH N.Y! Y9HK tab 13 212 343 8480 DESIcNE® BY: PROJECT. THE SHOPS A T S TONEFI ELD SET REV. Na TOWN CENTER A RB SU 8M1 T TA L DRAWN BY.' DRAINING .NUMBER: Till TL E: REVIEWED BY. ° LIGHTING FIXTURE 212 343 8400 V 212 343 8740 F BLISS •FASMAN ;`r LIGHTING DETAILS SHEET NUMBER: FILE NAME: SCALE: DATE: 12- 14 -2Q11 DETAILS SHEET NUMBER: FILE NAME: SCALE: DATE: 12- 14 -2Q11 r, I►�IIa Matte black I finish to Steel City'CX' series or reduce glare equivalent recommended (by others) 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F HEET REVI 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F 1. 8LfSS,FA "Sa�4A.?} .,....,.�, L6 T1hC Lt IC LE® Project: Qty: a 6 ; i I; 4.66" (J a a 4.60" ry ' Matte black s ) ty E rr sll finishto Steel Clty,ex'sedesw } ,w„ , u, , , , ,., -, reduce glare equlvalen[ recommended STEP09 J1 (by others) QUICK FIND 4. QF -2016 CROSS SECTION 2.125" STEP01 Square is surface mount step light with a concealed optic. Eight LED __ __ box minimum colors are available in both normal and high output configurations, Distribution: Three light distribution patterns are available. Short. For narrow corridors. s Medium: For wide corridors, Lang: For large area Illumination ( LED module with Construction: Extruded aluminum LED module with solid aluminum, brass, or concealed optic integral stainless steel faceplates. driver ' Mounting: Luminaire is mounted to standard switch junction box (supplied by others) -- --- - -' with two fasteners. Steel City'CX seines or equivalent (by others) recommended. -- 3.50" box -� Integral Driver: Integral non - dimming drivers available for 9OV -277V AC and 12V preferred AC. Dimmable driver 12V -40V DC only. Finish: Recessed areas always have matte black finish to reduce glare. Faceplates in natural metal finishes, except stainless steel, have protective clear top coat. Faceplates in painted are finished with a two -part wet paint system. Pdmer only option s a!1 w torfi ! painting. o held g Dimming: True 0-100% dimming Is available with exclusive LightLink dimming system interface which is compatible with both OV -1 OV sink and source -type dimmers. 16° Power Consumption: Luminaire consumes maximum of 4W depending on LED J color, L M S UL Listed: Dry Location, Wet Location optional Approx Approx Approx Note: Winona Lighting reserves the right to make design revisions without prior 10' -0" 4' -0" T -0" notice. PRODUCT SPECIFICATION LED STEP01 SQUv Gardco Lighting CJH 12 -14 LAMP -2011 CJH 10 -13 MOUNT -2011 CJH "CODE -5 -2011 FINISH OPTIONS SPECIAL SOURCE FACEPLATE DISTRIBUTION LED VOLTAGE LED STEP01 ® s0U -s care S -short 0111 warm while (30K) N- Dimming Natural Merai Finishes X- STO- configuration. Standard fluorescent ballasts are solid state. Fluorescent units have a 's af3"d starting temperature of 0'F (- 18'C). M- medium .normal output - N0120V• SAL - brushed aluminum no options standard length is the distance from the ceiling to the top of the luminaire and takes into account (PBT) with brass alloy contactss See individual drawings for L- Ion^ 001MO -warm white (30K) high carat 90V- 250VAC SB- brushed brass WL- Incaon MOD• LABELS:AII luminaires bear UL or CUL (where applicable) Wet Location labels. housing with (2) 5116" bolts. Requires mounting to a structural member of the building. these other "Weightasmn6gured in example below. 002 • gaol white 65K) ( ND277V- 110V- 277VAC BSS - brushed stainless steel wet modified aPtons. DFI. Diffusing lens normal ou ut P PB -polished tress I RECT - rectangle a'a2raT N012V PSS.polished stainless steel I12, 1 white (65K) FIN. -round hou0lutool •Um vollate. Ad CMF- custom metal finish 003• amber normal output AO lrensfo -i-a (oonsultfacbry) r.�� EC Emergency circuit" GMF Intemalsicw -blow Shlpp±d4e-parat1y" fusing, (brans) Darkbronze, textured LPI Lamp md0H 0031H0- amber high output soldsepemlely i Sandstone, texture- ONAT Natural aluminum, textured ULF Lesslamp RDWR Flxu!rewired ready for Bodlnee 990 betterypack (battery type' WW Wet location door for up Dall White, textured pack not included; 32'1 operating temp)' 004 - blue normal output (consult factory) Painted Finishes ELDW'RPS FiAre wired ready for PS1400 or PSDL remote battery pack CSA CSA certified CR Corrosion- resistance Modification: ( battery pack not induced; 32' min. operating temp)'.0 0041HO -blue high output Dimming AS5. entique brass paint ELED Emergency LED secondary source battery pack with time delay 006. green oornal output OM24V - - 2ELED Emergency LED secondary source (two modules) battery pack 0061HO• green high output 24VDC "" LBPS -light bronze Daintsmooth - 008 •red normal carpe! sLIghlLlnk dimming sam interface 008710 -red high output soudscarevily. PGP - pale gold paint Missilitto tiny SGS -semi -g loss black paint !ES repod evelable for c-1& high o�to,((see nearer) II aims per LghtLmk,one SGW• semigloss white paint Ughdlns per all pRM - primeronly ro ,a a,duor power CPF- custom paint finish L. __._._._._._._._._._._._._.._._._._. _._._._._._._._.._.____.__.__._ supply .... . ..... _.._._._._ (consuItfisdory) ; __.__._._ -_---------- _._._._ Visit an inorallghHng.mrl the man! ntlmplete and current lnfcrinn ion, UL Allllxrumabl.lialedl, USA a.nd Canada Winona 3760 west foudh street • winons, minnesota 55987 • 507- 454 -5113 • fax 507 -452 -8528 I I -I it [III wswvw ircnalightlng.com Revised :5.2 -11 Page 1 cof2 An MoodzS &colds CharNany, 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F Jab: Type: Notes: Cylinders Page I of 2 300 Line Open Downlight The Philips Gardco Cylinder 300 Line is a series of compact, high performance cylinder luminaires in a variety of styles and mounting eonflguratlnns.The Open Downlight style uses high intensity discharge, Incandescent or fluorescent lamps. Housings are die cast aluminum with twin architectural reveals located near the luminaire apertures. A choice of two (2) light control styles and four (4) mounting options Is available. Luminaires are finished with a fade and abrasion resistant polyester powder coat offered in six (6) standard c'olore -The 300 Line Open Downlight provides foil cutoff performance. PREFIX MODEL MOUNTING LENGTH''' TRIMS LAMP VOLTAGE FINISH OPTIONS Enter the order code Into the appropriate tic, above. Omit LENGTH with W or C mounting. Note: Philips Gardco reserves the right w refuse a coriratua, L....�... -..-.J Not all combinations and configurations are valid. Refer to notes below for exclusions and limitations. For questions or concerns, please consult the factory. PREFIX MODEL MOUNTING TRIMS 300 O Open Downlight A' Arm Mount to Pole (2" x 5" arm) R Reflector C Ceiling B Black Baffle (NotAvadoble in Ronesscem) P' Pendant Lurmmntres cannot be peldmod:nied to change optics or lamp types. W Wall 1 fndicate Arm Length, ex "Ab "is nor a 6' arm Iength.Avalldble in b" incrementaf lengths from b" minimum upon 48" maximum. Maximum arm length is 48 ". Standard length d 6 ", and will be provided gyro fength is indicated. If rat mounted to top enrolls, an addi.onaf handfuls an pole is required t. permit installaLOn. Provide inn.rmotion as to size and type .(pole. 2. Indicme Pendant Length, ex. "P18" ¢fora 18" pendant length. Stated length is the distance fran the coifing m the top of the feminaire nod cokes into account the mounting hardware. Available in 6" incremental lengths {ram b" minimum up to 144" maximum. Maximum pendant length is 144". Standard length is 18 ", and will be provided if no length rs indicated. LAMP / VOLTAGE CHART FINISH OPTIONS Yiefsaes; .M 208 240 27-2 347 . BRP Bronze Paint F Fusing BLP Black Paint PCB Button Type Photocontrol SOMH° • • • �� Wle White Paint WS Wall Mounted Box for Surface Conduit • ® ® ® ® NP Natural Aluminum Paint (W mount only) t00MHa • • • • • 4 SOHPS • EE'ZE • • BOP Beige Paint 70HPS • • • • ® VP. Verde Green Paint 100HPS • • • • OC Optional Color Paint Specify RAL designation ex: OC- RAL7024. FAR SC Special Color Paint P70MHI ® • •� • • Specify. Most supply color chip. P100MH' • • • • • • Lurrrmmres comet be Feld mods fled to change optics or lamp types. FlVA2ffi44rf13_ MH - Metal Hei (Pulse Start) (Type "R "fin only) HIPS Hxh pressure Sodmm 26QF' UNIV . QF - Bead Ruorescera 32TRF' UNIV ® TRF- Triple Tube Ruaresceu 42TRFs UNIV • 3. Net ayoilable with reflector (R) trim. 4 Requires open fixwre rated E -17 Metal Halide krmlu S. Fil-g err luminaires feature noccon, ballasts that accept 120V through 2771 1os:an4cstr✓a 5phz to 60hz, input Specify"011 voltage for 120V through 277V. 25OPAFl • 30WR4tl' • 1611 Clovis Barker Rated, San Marcaa,TX 78666 (800) 227.0758 (512) 753.1000 FAX: (512) 753.7055 sitellghting-cmn PHILIPS 0 2011 K-inkiqlas .Ph ips Electronics N.V. All Rights Reserved. PI ps Gardco reserves the right to change naterals or modify the design of its produtt without tfication as part of the company's coot. nu'ng product Improvement program. Tat 15- 105/0611 ()p GARDIC0 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F AMENDMENT #1 TOWN CENTER FINAL SITE PLAN RESUBMI TTAL TOWN CENTER FINAL SITE PLAN RESUBMI TTAL ARB STONEFIELD TOWN CENTER SUBMITTAL SHEET REVISION CJH 2-7-2012 TYPE Gardco Lighting CJH 12 -14 LAMP -2011 CJH 10 -13 300 Line Open Downlight -2011 CJH 7 -5 -2011 corrosion resistant alloy, lib" min. wall thickness. Units are 7.5" in diameter and 12" in BY-1 height, nominal measurements. DATE 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F EfL1S'S- FASte'AN .,`',1, LIGHTING DESIGN 04 November 2011 Shops at Stonefield- Hyatt Hotel XSW2 DATE PROJECT TYPE Gardco Lighting MHC50 /C /U /M /3K/ALTO Philips Mastercolor MANUFACTURER LAMP PL -C 26W/830/4P /ALTO Philips Oylinders Page 2 of 2 300 Line Open Downlight SPECIFICATIONS FEATURES & SPECIFICATIONS HOUSING: Housings are die cast aluminum in a single -piece cylindrical form of LIGHT CONTROL (Trim): corrosion resistant alloy, lib" min. wall thickness. Units are 7.5" in diameter and 12" in CONSTRUCTION - Rugged, die-cast, single -piece aluminum housing, Die-cast carillons has 118 "thldt height, nominal measurements. Reflector (R): Reflectors are composed of spun Alzad& components, electro- polished. (blank) .Surface mount anodized and sealed. Reflectors for compact fluorescent lamps feature a. dual stage MOUNTING: construction. Arm Mount to Pole (A): Luminaire mounts to pole with an extruded aluminum 2" Baffle (B): Step black baffles are die cast aluminum and fildshed with blade TGIC x 5" arm.Avoilable in 6" incremental lengths from 6" minimum up to 48" maximum, powdercoat Maximum arm length is 48 ". Standard length is 6 ", and will be provided if no length is medium throw, 50% up 50% ELECTRICAL- BallastClassR multi- voltalectranic, high powerfactor,< 10YoTHD, wilhstarting temperature indicated. If not mounted to top of pole, an addeional handhole on pole is required to ELECTRICAL: Internal ballast will be provided based on the specified lamp permit installation. provide information as to size and type of pole. configuration. Standard fluorescent ballasts are solid state. Fluorescent units have a 's af3"d starting temperature of 0'F (- 18'C). Ceiling (C): Provides for direct ceiling mount as shown. - 26W DTT LAMPHOLDER: Pulse rated medium base lampholders are glazed porcelain with Pendant Assembly (P): Swivel pendant assembly with locking set screws. Stated nickef-plated screw shell. Fluorescent lampholders are high temperature thermoplastic length is the distance from the ceiling to the top of the luminaire and takes into account (PBT) with brass alloy contactss the mounting hardware.Av table in 6" incremental lengths from 6" minimum up to 144" r maximum. Maximum pendant length is 144 ". Standard length is 181 will be provided FINISH: Each luminaire receives a fade and abrasion resistant, electrostatically applied, if no length is Indicated. Swivel pendant can accommodate 35' sloped ceiling maximum. thermally cured, textured TGIC polyester powder coat finish. Wall Bracket (W): Cast aluminum canopy with Integrated alum m inu arm secured to LABELS:AII luminaires bear UL or CUL (where applicable) Wet Location labels. housing with (2) 5116" bolts. Requires mounting to a structural member of the building. "Weightasmn6gured in example below. WARRANTY: Philips Gardco luminaires feature a S year Ilmieed warranty. See .included)' Warranty Information on www.sitelighting.com for complete details and exclusions. 42TRT Polyetrbonate lenses carry a 1 year warranty only. FULL CUTOFF PERFORMANCE: Full cutoff performance means a luminaire distribution where zero candela intensity occurs at an angle of 90' above nadir Additionally, the candela per 1000 lamp lumens does not numerically exceed 100 (10 percent) at a vertical angle of 80' above nadir.This applies to all lateral angles around the luminaire. CUTOFF PERFORMANCE: Cucoff performance means a luminaire distribution where the candela per 1000 lamp lumens does not numerically exceed 25 (2.5 percent) at an angle at or above 90' above nadirso d 100 (10 percent) at a vertical angle of 80' above eadkThis applies to all lateral angles around the luminaire. DIMENSIONS Pendant "P" Mi 5" die. x t" 2St01SJ.outlt_ta_PAJe.I±'. T _.I__ -_. _ -.__ 12.7cm 2.54cm .. ................_.._........,� 18" i 45.72cm __._._._.375" / .953cm die. 2" X 5" arm 12" p Sbaan 12.7cm 30.48cm 3 2" doe p �a 19.OScm 5.46 1-11868cm Will "W "Mount _ 2.69 991 t as k 2.54a 93 f mounted poe Top 6.833cm diameter tF \ 2" X 5" arm (2) 875 217 5.0&m 12.7am 1 2223 t: SSt 2c 2" / 5.08 cm deep diameter # 384" 97S in � II 17.78c IraI 1611 Clovis Barker Road, San Marcua,TX 78666 (800) 227.0758 (S12)753-1000 FAX: (512) 753.7855 sitelighting.com PHILIPS 0 2011 Kipomililke Philips Elecvonics N.V. All Rights Reserved Philips Gardco reserves the right to change materials or modify the design of its prods ctwYhout noCfcat on as part of the company's cunt nu ng product Improvement program 79115 105/0611 %07P GA R EX 401 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F EN#w4 Eww'"'01 �5&AVANT 7200 Wisconsin Avenue 0 Suite 400 0 Bethesda, MID 020814 Phone: 301.652.7400 0 Fax: 301.652.3588 BLISS•FASMAN 0 LIGHTING DESIGN 2 3 LsC NAH'U 81 Nt1V YCIK 11 -VV YOHK 10013 - 212 343 8400 RLL S« ASC9 hi ... ,�I LIGHT1NO DESIGN 04 November 2011 Shops at Stonefield -Hyatt Hotel XSW1 DATE PROJECT TYPE Lithonia Lighting PL -C 26W/830/4P /ALTO Philips MANUFACTURER LAMP m - Catalog �� Plumber FEATURES & SPECIFICATIONS Notes - INTENDED USE - FcrbwYding- and -fl -dr.or ed appIn ation, 26Ur3 CONSTRUCTION - Rugged, die-cast, single -piece aluminum housing, Die-cast carillons has 118 "thldt Type tempered glass lens. Doorframe is Itv gasketed with one -piece solid silicone. (blank) .Surface mount Finish: Standard finish Is textured dark bronze (DUET) corrosion resistant polyester powder finish. Additional 7 Notuvalrablewith M ,, EC. architectural colors are available, Striping Is also available- Decorative Wall-Mounted Lighting OPTKS- Segmented rzFlectorsforsupermrunifurmityand control. Mediumthrow (MD) full onolfdownlight distrlbali" Two distributions (medium Brow, C ir ' available. uplight available: MDU 10'%up), and MDU5 (up! down down). � (•, e,, medium throw, 50% up 50% ELECTRICAL- BallastClassR multi- voltalectranic, high powerfactor,< 10YoTHD, wilhstarting temperature t i i WSR of 0-F I 18 °t).�(� I3� t?a1 rr)E(a Socket: High temperature thermoplastic with integral lamp retention clip. INSTALLATION - Universal mounting mechanismwith integral mounting support allows fixture to hinge 's af3"d down. Bubble level provides correct alignment with Bath installation. COMPACT FLUORESCENT: LISTINGS --ULListed (standard), CSA Certified (see Options). Suitable forwet locations (damp location listed 26W DTT in l ens -up orkntation).WLU option offers wedocation listing in up orientation (sae Options). IP65 Rated. 25,C 26W TRT ambient ELED: U.S. Patent No, 7,737,640. -42W Note: Spedhcatimrs subjeato change without notice. 5pe[Ihcadons upllght'(coated lamp std.) Length: 18 (45.7) Depth 9(22.8) 7 -1/4 11841 Overall Height i 1 /4(18.4) -I 2D12012 Emergency dreult 12-volt (two 2OW lamps 1 "Weight: 30(13.6 kg) �1457)�1 122.61 2 /32TRT Alldimenlans u nthes kenNmetersl unless ath-A, Indicated "Weightasmn6gured in example below. a, For shortest Ieadtimes, configure Prod uctusing standard options (shown inbold). Exam pie: WSR 42TRT M D MVOLT LP I WSR 11 NM ilahlewith EC, DCs.r ELDW' 1 Muni -volt eletronic ballast capable of operating on any line voltage from 120 -277V 12 Must.DZdb' 120V or 277V. 2 May boatload. an accessory with pre0x'WS. Mirstspetlfyfinlsh. $%n$t,M(rE60"tI0r9N ,. 3 Not available with Got, EC, FLOW, Y41 #Ogpllast e s E ;4t0it41r1 3 -'. tla'Pfl5 i t to \ WSR 26Ur3 Downlight disinbutmns 120 (blank) DeRmmcO °F (blank) .Surface mount _ 5 -bored Installed in fixture 7 Notuvalrablewith M ,, EC. 2/26011 MD Mediumthrow 277 Shipped senamtd DC12 Emergency circuit 12- 'mlt(35Wlamp included)' 26TRt Uoldown distribuilons 347 RBW Surfacemount 2DC12 Emergencycirmit 12-volt (two 35W lamps Included)' WSR GF 2/26TRT MDU Medium throw withl0% MVOLT' backbox DC2012 Emergency circuit 12- volt (20W lamp includedp 32TRT upllght'(coated lamp std.) UTS Uptllt5 degrees 2D12012 Emergency dreult 12-volt (two 2OW lamps 2 /32TRT MOOS Up /down medium throw .included)' 42TRT with '0% uptight and DFI. Diffusing lens 50% downlight (coated a'a2raT lamp sM.) EE 1....? r.�� EC Emergency circuit" GMF Intemalsicw -blow Shlpp±d4e-parat1y" fusing, (brans) Darkbronze, textured LPI Lamp md0H ELDW End mency battery pack (32`Fmlturfloatingtemp.), ELDWC Emergency battery pack (0'F min.operating tempi vs WG Wire guard PE Photoelectric cell -button VG Vandal guard " i Sandstone, texture- ONAT Natural aluminum, textured ULF Lesslamp RDWR Flxu!rewired ready for Bodlnee 990 betterypack (battery type' WW Wet location door for up Dall White, textured pack not included; 32'1 operating temp)' orientation DBLB Black, textured ELDW'RPS FiAre wired ready for PS1400 or PSDL remote battery pack CSA CSA certified CR Corrosion- resistance ( battery pack not induced; 32' min. operating temp)'.0 NOM NOM certified CRT Non -stick protective coating" ELED Emergency LED secondary source battery pack with time delay ( -4'F min. operating temperature) " 'u 2ELED Emergency LED secondary source (two modules) battery pack with time delay ( -4'F min, operating temperature)" " Pootat 11 NM ilahlewith EC, DCs.r ELDW' 1 Muni -volt eletronic ballast capable of operating on any line voltage from 120 -277V 12 Must.DZdb' 120V or 277V. 2 May boatload. an accessory with pre0x'WS. Mirstspetlfyfinlsh. 13 Macbeorderait wtth fiiii tannn^befillit Instal led, ,. 3 Not available with Got, EC, FLOW, 14 See www.lithonia.mm7archcolorsfor additional caloropfions. NIGHTTIME FRIENDLY 4 Maximum allowdle,es Rage lamp included. 15 Blind, finish only. on „I,,,,,mn LEEo'go3ls aa'em plow, +c;lvae 5 Notavaila6le with MVOIT; murtspedfy voltage 16 Mutt bes edflad(35K lam tit LOO. P P"^ for lien souvncn rearm., 6 Notavaila6le with Ill2TRT or 2 /42TRT 7 Notuvalrablewith M ,, EC. a Not available with 2/2611 V26TNT. 9 For MUanly. 20 Not availablewlth 2142TRT. OUTDOOR - WSR GF 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F PROJECT ° THE SHOPS AT STONEFIELD SET REV. NO. TOWN CENTER A RB SUBMITTAL DRA WING NUMBER: TI TL E: LIGHTING FIXTURE DETAILS FILE NAME: SCALE. DA TE: SHEET NUMBER: 12 -1 4- -2011 SHOPS AT STONEFIELD Fixture Manufacturer/ Description Catalog Number Lamp Wattage Color Type .1m .21 all, as"I'l 11 2mrl,r2c­m 337amr, GEM ""4" 2NM" 9 ;-r 14' 15 Or 16 2laroam COOPER LIGHTING/McGRAW EDISON: 112mm.r35enal 381Mrmor4e3rrc GSL 14-1/2" 4-114- 25-7/6" 27'' 8" or 14" 19-311' 368mm Exterior pole fixture 27'-6" feet in height. GSM-AIR-350-MP-277-35-FG-BZ-F- Metal Halide: 2,8 Watt /Lin, Ft. XA Pole mounted on 2-6" pier. Four MA1024XX (Fixture Head) CDM350/V/O/PS/4K/A[,TO (Philips) 350 Watt Bronze Option 1 fixture heads. Bronze finish. Pulse Stan MAoI Hard, IMF) 70, 100, 150W Matte Alzak Cone & High Pressure Sodlurn flHPSa COOPER LIGHTING/McGRAW EDISON: 20W CMH20W/MR16/830/WFL G.E. 20 Watt - - -------- - --------- XA-1 Exterior pole fixture 17'-6" feet in height. GSM-AIR-250-MP-277-AR-FG-BZ-F- Metal Halide: MS250/BU/PS (Philips) 250 Watt Bronze High Pressure S,dlum (HP5) Pole mounted on 2'-6" pier, Two fixture MA1024XX (Fixture Head) Circular Philips Moral Halide WH, 175, 250, 400, 1000W heads, Bronze finish. PI,, Stan Metal Halide (MR) 250, 320, 350, 400, 450, 750, 1000W Halo Pressure Eam (HPS) COOPER LIGHTING/McGRAW EDISON: 1079-DZ-W-FL-M-120, J-Box: JB-200-8 Compact Fluorescent: PL- �.d Metal lu'lid, ,MH) 250, 400, 100OW XA-2 Exterior pole fixture 17'-6" feet in height. GSM-AIR-250-MP-277-AR-FG-BZ-F- Metal Halide: MS250/BU/PS (Philips) 250 Watt Bronze Pole mounted on 2' -16" pier. Four MA1024XX (Fixture Head) T32W/830/4P/ALTO Philips Lumens Paint YC fixture heads. Bronze finish. CDM35T6/830 G12 3000K Philips 35 Watt Stainless Steel COOPER LIGHTING/McGRAW EDISON: ISS-GEB-LP-Finish to be Selected Compact Fluorescent: (2)PL-C Natural Aluminum XA -3 Exterior pole fixture 18'-0" feet in GSM-AIR-250-MP-277-2F-FG-BZ-F- Metal Halide: MS250/BU/PS (Philips) 250 Watt Bronze B height, Single fixture head. No Base. MA1024XX (Fixture Head) 26W/830/4P/ALTO 3K Philips 15 Watts Paint Bronze finish. C COOPER LIGHTING/McGRAW EDISON: 715-2-MH39PAR30-277V-CS-MHP3035- Metal Halide: (2)CDM35/Par (2)35 Watt Platinum Silver XM Exterior pole fixture 12'-0" feet in G55-AIR-150-MP-277-2S-FG-BZ-F- Metal Halide: MHC150/U/M/3K/ALTO 2200 Lumens City Silver XA-4 height, Single fixture head. No Base. MA1024XX (Fixture Head) (Philips) 150 Watt Bronze XN Bronze finish. 715-MH39PAR30-277V-CS-MHP3035-FL PL-T 26W/830/4P/ALTO Philips 26 Watt City Silver ------------ SELUX: Exterior pole fixture @ 12 feet in DICERA BASYS 600-DSC6-R3-H150T6-BZ Metal Halide: CDM Elite 100/T6/930 Lumens XB height, Single fixture head. Bronze finish, VOLT-SM1698B, Pole: AT535-12-BZ-BC3 (Philips Mastercolor) 100 Watt Bronze XB-1 DELETED SP 20/M/SP/3K/ALTO (Dir.) Philips 2000 Lumens City Silver WINONA: Exterior building mounted P1-SIW-148T8 & 136T8-277V-SIS8L- Fluorescent: F32T8& F25T8/SPX30/ECO 32 Watt & 25 Watt Xc_1 continuous fluorescent uplight S158R-SIS81-SGW-Ceiling Mounted-STD 3000K G.E. 2950 & 2150 Lumens White XSW1 WINONA: Exterior grade mounted SB2L-SB21-SB2R-SSW-148T8-136T8 & Fluorescent: F32T8 & F25T8 /SPX30/ECO 32 Watt & 25 Watt XC-3 continuous fluorescent uplight 296T8-120V-P1-SGW-X-STD 3000K G.E. 2950 & 2150 Lumens Bronze WINONA: Exterior canopy mounted P1-SIW-148T8 & 136T8-SIS8L-SIS8R- Fluorescent: F32T8 & F25T8 /SPX30/ECO 32 Watt & 25 Watt Silver Metallic XC-4 fixture. 300-0-C-R-50MH-277-BRP F27BX/SPX30/RS 3000K G.E. 50 Watt White XR continuous fluorescent uplight SIS8I-277V-SGW-Canopy Mounted -STD 3000K G.E. 2950 & 2150 Lumens I I I WINONA: Exterior wall mounted P1-SIW-148T8 & 136T8--277V-SICUL- Fluorescent: F32T8 & F25T8/SPX30/ECO 32 Watt & 25 Watt XC_5 continuous fluorescent uplight SICUI-SICUR-SGW-Wall Mounted-STD 3000K G.E. 1 2950 & 2150 Lumens White NOTES: 1. ALL XA, XB AND XH FIXTURES SHALL HAVE BRONZE FINISH. 2. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE LUMENS SHALL BE A FULL CUT-OFF LUMINAIRE. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN THE RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF FOOT CANDLE. 3. AUTOMATIC DEVICES SHALL BE USED TO EXTINGUISH EXTERIOR BUILDING ILLUMINATION BETWEEN 11:00 P.M. AND DAWN. BUILDING LIGHTING SHALL NOT BE MODIFIED TO REFLECT SEASONAL COLORS. 4. ALL CALCULATIONS HAVE BEEN RUN AT INITIAL ILLUMINANCE (LIGHT LOSS FACTOR OF 1.0.) ........ BLMSPwFASMAN LIGHTI[NG DESIGN 30 August 2011 The Shops at Stonefield - Site Lighting XA DATE PROJECT TYPE McGraw Edison CDM350/WO/PS/4K/ALT0 (Phillips) MANUFACTURER LAMP 350 WATT METAL HALIDE LAMP SHALL Four fixture heads BE VERTICALLY MOUNTED WITH FLAT LENS ASSEMBLY, AREA ROUND OPTICS. @ McGRAW-EIDISON" DESCRIPTION Gallerie's beauty and versatility make it an excellent choice for roadway and general area lighting applications. An aesthetic reveal in the formed aluminum housing givesthe Gallaria a distinctive look while a variety of mounting options and lamp wattages provide maximum flexibility. Galleria's superior light distributions makes it the optimum choice for almost any small, medium or large area lighting application. ! P E C LrL CATION FEATURES Construction Optical plugs a hot a re field relatable in 90- HOUSING; Formed aluminum REFLECTOR: Choice of 14 high increments. LENS: Convex housing with stamped reveal has efficiency optical systems utilizing tempered glass lens or flat glass . interior - welded seams horizontal and vertical lamp structural Integrity and is finished orientations. Optional high Mounting in premiumTGIC polyester powder efficiency segmented optical Extruded aluminum arm includes coat. U.L. listed and CSA certified systems constructed of premium internal bolt guides allowing for for wet location.. DOOR: Formed 95% reflective anodized aluminum easy positioning of fixture during aluminum door has heavy-duty sheet. Optical segments are rigidly assembly. Specify arm-included 0: hinges, captive retaining screws mounted inside a thick gauge mounting for contractor-friendly and is finished in premiumTGIC aluminum housing for superior single carton packaging of housing polyester powder coal. (Spider protection. All segment faces are and arm. mount unit has steel door.) clean of rivet heads, tabs or other -ras of attachment which may Electrical cause streaking in the light GSS/GS1Vn/GSL BALLASTTRAY. Ballast tray is hard- distribution. Standard with Mogul- GALLERIA mounted to housing interior for base snaked. All optical modules cooler operation, feature quick disconnect wiring SDUARE 7(0. 1000w DIMENSIONS ARM DRILLING Ame Mount Spider N!"" TYPE "M" 3/4' 119-1 Ds. H.I. AL 2 -7116"[621rl 17/8'1124mrol 12 5/8. [16m.1 Dia. Holes .ad COOFER Lighting wwwcoop.rlighting.com 23 LEONARD ST NY NY 10013 212 343 8400 V 2123438740 F SHEET REVISION Pulse Start Mqersl Halide High Pressuume Sodium MrIetal Halide ARCHITTECTURAL AREA LILUMINAIRE 7M PLIANT FCO "11fle glen eonneun611ona poly. rwAir-YAV, N,11- input Wand, op Hot, (1a6wora) Vie HPF (198W.fts) AP HPF (283 Wane) n BPS HPF ( 296W­ AP HPF (462 Wattel e IP5 HPF (467 We.) 0 HPF (820 Were) MH HPF (�Osowldt.) HPS HPF 1100 Watts) ) the PraI..hd Area: i1Sq.Ft-1 ,,at Arm) 20 GSM: 2.40 GSL 3190 m MG-1 1.53 GSM: 2.85 GSL: 4145 PING DATA x1mat, Net Weight: 116 kg..) 36 40 . If )Lr-Y I I A10H082575 pr, 201 D 1(0-22 13'.03:12 SHOPS AT STONEFIELD XH DELETED CJH 2-7-2012 CJH 12-14-2011 2Kon. .1m .21 all, as"I'l 11 2mrl,r2c­m 337amr, GEM ""4" 2NM" 9 ;-r 14' 15 Or 16 2laroam a se- 112ra,, 112mm.r35enal 381Mrmor4e3rrc GSL 14-1/2" 4-114- 25-7/6" 27'' 8" or 14" 19-311' 368mm 1 08mm 657nim 686mr, 152mn or 35Malm -478mm Or 50211 50211 _ WATTAGETABLE 2,8 Watt /Lin, Ft. white uplight fixture 1,7119-277V Fl­ 'e_ _L.m_p_T,,_po W.ra.w Option 1 Coss (Gallo ile Small) Pulse Stan MAoI Hard, IMF) 70, 100, 150W Matte Alzak Cone & High Pressure Sodlurn flHPSa 70, 100, 150w 20W CMH20W/MR16/830/WFL G.E. 20 Watt - - -------- - --------- GSM (6.11,ris Modwan) Pul_,. Sma, M-1 Hal 1do. (MR) 70,100,150, 175,200,250,320,350 . 400, 450,750,87R, 1000W 22 Watt Silver Metallic High Pressure S,dlum (HP5) 70, 100, 150,250, 400,700, 1000W 4095P-277V Circular Philips Moral Halide WH, 175, 250, 400, 1000W GSL (Gal loris Large) PI,, Stan Metal Halide (MR) 250, 320, 350, 400, 450, 750, 1000W Halo Pressure Eam (HPS) 250, 40a, 750, 1000W 1079-DZ-W-FL-M-120, J-Box: JB-200-8 Compact Fluorescent: PL- �.d Metal lu'lid, ,MH) 250, 400, 100OW XL .ad COOFER Lighting wwwcoop.rlighting.com 23 LEONARD ST NY NY 10013 212 343 8400 V 2123438740 F SHEET REVISION Pulse Start Mqersl Halide High Pressuume Sodium MrIetal Halide ARCHITTECTURAL AREA LILUMINAIRE 7M PLIANT FCO "11fle glen eonneun611ona poly. rwAir-YAV, N,11- input Wand, op Hot, (1a6wora) Vie HPF (198W.fts) AP HPF (283 Wane) n BPS HPF ( 296W­ AP HPF (462 Wattel e IP5 HPF (467 We.) 0 HPF (820 Were) MH HPF (�Osowldt.) HPS HPF 1100 Watts) ) the PraI..hd Area: i1Sq.Ft-1 ,,at Arm) 20 GSM: 2.40 GSL 3190 m MG-1 1.53 GSM: 2.85 GSL: 4145 PING DATA x1mat, Net Weight: 116 kg..) 36 40 . If )Lr-Y I I A10H082575 pr, 201 D 1(0-22 13'.03:12 SHOPS AT STONEFIELD XH DELETED CJH 2-7-2012 CJH 12-14-2011 XH-1 DELETED ------ CJH --------- 7-5-2011 BY DATE LIGHTWILD: Continuous linear LED - warm Metal Halide Lamp-277V Philips Mastercolor Lumens Silver Anodized X1 IGUZZINI: Compact fluorescent wall LW-PLIN-N-WW-48" & 36"-AM LED: 2.8 Watts/Lin. Ft. Warm White 2,8 Watt /Lin, Ft. white uplight fixture 1,7119-277V 26 Watt Aluminum Option 1 USA ILLUMINATIONS: 20 watt metal 9079-10-HX820-277V-CB27-MHM R16 Metal Halide: Matte Alzak Cone & xi halide downlight 20W CMH20W/MR16/830/WFL G.E. 20 Watt White Flange BEGA: Decorative vertical tube COFrP2Ct 692-WP-T5C/1/22-277V-5M -ST Compact Fluorescent: F39BX/SPX30RS 22 Watt Silver Metallic XK fixture. 4095P-277V Circular Philips 39 Watt Brushed Stainless Steel fluorescent wall sconce 3000K G.E. YB Gardco Lighting: Wall mounted 32 watt 1079-DZ-W-FL-M-120, J-Box: JB-200-8 Compact Fluorescent: PL- 32 Watt 2400 Natural Aluminum XL Ifixture. 101-FT-32TRF-NP-277V compact flurescent forward throw fixture. M9420-SS-35CMT6-120-NFL-FLCAS-12B T32W/830/4P/ALTO Philips Lumens Paint YC Gardco Lighting: Wall Mounted (2) 26 CDM35T6/830 G12 3000K Philips 35 Watt Stainless Steel halide direct burial. ISS-GEB-LP-Finish to be Selected Compact Fluorescent: (2)PL-C Natural Aluminum XL-1 watt compact fluorescent forward throw 101EMC-FT-226QF-NP-277V (2)26 Watt B emergency fixture. I SURF-C-N-W-SD2 26W/830/4P/ALTO 3K Philips 15 Watts Paint fixture with EM component. C LUMIERE: Wall mounted (2)35 watt 715-2-MH39PAR30-277V-CS-MHP3035- Metal Halide: (2)CDM35/Par (2)35 Watt Platinum Silver XM direct/ indirect metal halide fixture. SP 30L/M/SP/3K/ALTO (Dir./Ind.) Philips 2200 Lumens City Silver LUMIERE: Wall mounted 35 watt direct AFV-26TRT-6AR-X-MVOLT-X & GVRT-6- Metal Halide: CDM35/Par 35 Watt 2200 XN fluorescent downlight with clear glass lens 715-MH39PAR30-277V-CS-MHP3035-FL PL-T 26W/830/4P/ALTO Philips 26 Watt City Silver metal halide fixture. CGL-DDB-AFV 20/M/SP/3K/ALTO (Dir.) Philips Lumens LUMIERE: W211 mounted direct/ indirect 714-2-MH39PAR20-277V-CS-MHP3035- Metal Halide: (2)CDM35/Par (2)35 Watt Light Bronze Paint XP metal halide fixture. SP 20/M/SP/3K/ALTO (Dir.) Philips 2000 Lumens City Silver TEKA: Compact fluorescent decorative Compact Fluorescent: F39BX/SPX30RS XQ AFS-5414/Natural-39W G11-21"-277V 39 Watt Natural Copper XSW1 wall sconce. G.E. 26 Watt Dark Bronze XR SHAPER: Compact fluorescent wall sconce LPI Compact Fluorescent: (2) Gardco Lighting: 50 watt metal halide 672-WP-16-CFL/2/27-277V-SM-VRD (2)27 Watt Silver Metallic Option I fixture. 300-0-C-R-50MH-277-BRP F27BX/SPX30/RS 3000K G.E. 50 Watt Bronze XR SHAPER: Compact fluorescent wall sconce Compact Fluorescent: F27BX/SPX30/RS 666-WP-16"-CFL/l/27-277V-SM-VRD 27 Watt Silver Metallic Option 2 fixture. 3000K G.E. WINONA LIGHTING: Ceiling mounted 35 Metal Halide: CDM39/T6/830 G12 XS PI-SSW-MH39-SSI0-SGW-EB-STD 39 Watt White watt metal halide flood fixture, Philips Mastercolor COOPER LIGHTING-LUMIERE: Exterior 35 720-MF]39PAR20-277-EL-MB(To Metal Halide: XT watt Metal Halide adjustable accent Ifixture, 35 Watt Black Confirm)-BK-MHP2039-SP CDM35/PAR20/M/SP/3K/ALTO (Philips) I firsm.iiiii SPECIFICATION FEATURES handhple 1 ... ASTM Grade stealsoteplate with 1571366 bate corer 5•••Anchor bolt per ASFM 136 wth m2ba (2) flat washer 12 5/16, and (1) " 'rashers , wasterl',9, ahate anditheded portion 2. -Hand hole aseembID'x"5on anTSPpobs. of hot are me dip voized. 3' hook f3/4 bolt 3 -Steel shaft minimurnfild 55,000 PSI. Sholobsted and 4' hook 'or 1" bolt fromted with polyester poaxcer coal. 4 •-Drilled o,erT.a (spa0y) Sea. a", FOUR ROE AhICh.0RA0E:S,o BC ec=B: Core BP -Bolt Noladia, AEI-Bolt Dimensions D_-Bat Demeter _1kXPT K__8oh Dine sans as FINISH GOLORVir,:� 1'000rl: �offati,, 1 F-Dark scorn G-Galvanized S=Siver L V J w=w1h le Y=81ook F,1i I'll 'D' 11:x od . do a, .1 1k: 3 10�1,, T 111q iMil 11c m, r:o,:P,. Aul,! K, 1 lcij 'u, o', cH �&O 170 5 P, EiT oV 0 R RS I ""i;., i u € ^•,.a 23 LEONARD ST NY NY 10013 212 343 8400 V 2123438740 F AMENDMENT #1 AMENDMENT #1 TOWN CENTER FINAL SITE FLAN RESUBMITTAL TOWN CENTER FINAL SITE FLAN RESUBMITTAL ARB STONEFIELD TOWN CENTER SUBMITTAL SHEET REVISION CJH 3-15-2012 CJH 2-7-2012 CJH 12-14-2011 CJH 10-13-2011 ------ CJH --------- 7-5-2011 BY DATE SHOPS AT STONEFIELD RLASS-FASMAN LIGHTING DESIGN 22 July 2011 The Shops at Stonefield - Site Lighting XA DATE PROJECT TYPE McGraw Edison/Streetworks N/A MANUFACTURER LAMP Four fixture heads on 27'-6" pole ROUND 71REFlf.0 STEEL POLES ORDERING INFORVIAION SAMPLE N1,NEER, RTS8A30SF2XXG Mounting RYcre No & Aocessorles Shaft' wall Height aria �­lr, L,= Inno a6rpll �pa of La,�,,a L, Round Sbaght Steel size Thloareas "I Type Frish lit R 19 S a 1% 30 2 X G Bolt Anchor Base 'ra's Solt Shalt Bell Net. Max. Frare wall Itaere Ds. Prci. Size Da. Wt EPA (Sq. R') EPA (Sol P)' Loa-loollu de ,p Number Thickness (In) (In) (1, (In.) Length (in.) (Lba.) At Pole Zip 2' Above PoI.pp Bracket (Lba.) MH 8 BC BP B AS 70 80 Or 100 70 80 90 100 20 RTSWOSF 120 10 1/2 11.0 41/2 63x 35 314 x 25 x 3 173 298 22.7 17.0 143 27.1 20.6 162 131 400 25 RTS7A25SF .120 10 112 11.0 4 112 70x 35 314 x 25 x 3 214 28.1 21.4 163 134 260 19.8 155 12.5 400 30 RTS8A30SF 120 12 112 12.5 5 7.7 x 35 ' _x 36 x 4 290 240 182 14.2 113 22.5 17 35 RTS8A35SF .120 12 1/2 12.5 5 8,4 x 35 1 x 36 x 4 342 230 17S 13,5 10,5 21.7 184 127 9,9 400 35 RT89D35SF .180 12 12 12E 5 8.4 x 3.5 1 x 36 x 4 482 389 29.6 23,2 18.3 368 280 21.9 17.3 400 31 FCS9A39SF .120 12 112 12.5 5 8.9 x 35 1 x 35 x 4 341 215 16.2 124 9'5 20.5 16.4 119 90 400 39 RTS913396F .180 12 12 12E 5 8.9 x 3.5 1 x 36 x 4 536 38.2 290 22.5 17.7 36.4 27.6 21.4 163 400 45 RTS0A45SF' .120 13112 13.5 5 102 k 42 1 x 36 x 4 546 235 17.4 12.9 9.7 225 166 12.1 9,3 450 45 PTS0D458F' .180 131)2 13.5 6 10.2 x 42 1 114 x Q x 6682 44.1 33.2 25.4 19.8 42,2 31.7 24,3 190 150 50 RTS0A50$F' .120 131/2 13.5 5 10.2 k 35 1 x 36 x 4 550 15.2 11.0 7.9 5.7 14.8 10.6 7.6 54 450 50 PTS0D50SF' .180 131/2 13.5 6 10.2 x 35 1 1/4 k 12 . 6719 310 23.1 175 134 29.8 22.2 16.8 12.9 450 lacres "I'll 1111reel- la-a a. Are east 1--alol mr.1-Ple ­113 ego. acYna 11-71. -al 1. s oxot-ft,"o a au'a, In Iwo ­ax an4 v a 10 "'. t,' !:. [ te­r pRILLING rATTERN Type VfRCL, Led., Salads softsiall Type "E[Concourse 1111 Type 31 'Z.[.O.rs..oa.rn.m an d Onus] 25116, 2116" .'[. 1 2.ml 114'dl. dr.. bar. 1111a s2on-] hot. lr� 1 4713'1124.ro1 37 Ar' (2) Ver' i '9/ 6 114,, n) dt., was d., hole l3) d' . bolas VIACHIWNG FOR FlEaloNcuLAR le'll Designation Designation Designation Quantity Letter & Number Letter ..& N,mbcr tr.�r & Number & Location Ml El 1 single M2 E2 Z2 2 @SO- Ma E3 Z3 3 020' M4 E4 Z4 4 0 09 M,, E5 Z5 2 CC 90 M6 E6 ze 349 9 M7 E7 V 2 a IT, aome:­, lo Ir,:I,n, rm Ar. a nmw 11a MOUNTING lui`Tioro ACCESSORIES Fixed Chas D,aigm.ti.d 0. D. Length Az1 /2 tapped hub Number (In.) tin.) Bw3j4' tapped hub 318 3 C= Con veranas 001W F 0 D.. 2 1p 2 al 4 G-Ol ,6 lif 11, (ir., vill. WE) A ,to be 3 U 5 "Id mallet We ad prave- 3 4 12 blow p de tap -90ft at hand Ed., LENGTH NOES laxar 1 1 a od dos oU'llaar holdl ale . 2 o'll "' " . Ied 4' lboaffie and 0, s.. di, pile as 111 d mot, �rl­ eVilied ahs, Receptacle not in,i,d,d, prrt stn only 0: a 171 �iQlbti a 23 LEONARD ST NY NY 10013 2123438400V 2123438740 F EI I H IN Lr."."0`,"ENS&AVANT 7200 Wisconsin Avenue 0 Suite 400 0 Bethesda, MD 0213814 Phone: 301.652.7400 0 Fax: 301.652.3588 DESIGNED BY: ORA WN BY., BLISS - FASMAN () LIGHTING DESIGN REVIEWED By: 23 L-ClIAHO 81 4tW YO­lK N =W YIIHK 100113 212 343 8400 30 August 2011 DATE McGraw Edison MANUFACTURER LAMP Four fixture heads 23 LEONARD ST NY NY 10013 212 343 8400 V 2123438740 F El -FASMAN 1-10HTING DESIGN 30 August 2011 The Shops at Stonefield -Site Lighting XA-1 DATE PROJECT TYPE McGraw Edison MS250/BU/PS Philips MANUFACTURER LAMP 250 WATT METAL HALIDE LAMP SHALL Two fixture heads BE VERTICALLY MOUNTED WITH FLAT LENS ASSEMBLY, AREA ROUND OPTICS. W McGRAW-EDISON' DESCRIPTION Gallerie's beauty and versatility make it an excellent choice for roadway and general area lighting applications. An aesthetic reveal in the formed aluminum housing gives the Gallemis a distinctive look while a variety of mounting options and lamp wattages provide maximum flexibility. Gallerla's superior light distributions makes it the optimum choice for almost any small, medium or large area lighting application. SPECIFICATION FEATURES C . . . traction optical plugs and are field rotatable in SO- HOUSING; Formed aluminum REFLECTOR: Choi.. of 14 high increments. LENS: Convex housing with stamped reveal has efficiency optical systems utilizing tempered glass lens or flat glass. interior - welded seams for horizontal and vertical lamp structural integrity and is finished orientations. Optional high Mounting in premiumTGIC polyester powder efficiency segmented optical Extruded aluminum arm includes coat. U.L. listed and CSA certified systems constructed of premium internal bolt guides allowing for for wet locations. DOOR: Formed 95% reflective anodized aluminum easy positioning of fixture during aluminum door has heavy-duty sheet. Optical segments are rigidly assembly. Specify arm-included hinges, captive retaining screws mounted inside a thick gauge mounting for controactor-friendly and is finished in premiumTGIC aluminum housing for superior single carton packaging of housing polyester powder coat. (Spider protection. All segment faces are and arm. mount unit has andal door.) clean of rivet heads, tabs or other Mean. of attachment which may Electrical cause streaking in the light GSS/GSMIGSL BALLASTTRAY: Ballast fray is hard- distribution. Standard with mogul- GALLERIA mounted to housing interior for base socket. All optical modules cooler operation. feature quick disconnect wiring SQUARE a 70-IOOOW DIMENSIONS ArroMount Spider Mount ARM DRILLING TYPE "M' 2-15AW 3/4" 119mm1 Dia. Hole 1-1/16" [12­1 1-7/8 [�124omro1 (2) 5/8" [16mm] Dla . H.I. Flumme A B C D E F_ DES 9-1/4 1-1/2 12-7/a 16-1/8 3-1/4 " ' 235 38m. '27man 3971, 152mm or 2291m 337mm Dam 11. 3-1/2 rr I­X 213/4' S' or 14' 15" Or lor' 279cm, Searfn 480rom 552rn1 152nom or 356mr, 381.­ or 4061, GSL 141/2 4-1/4' 25-718" 27" 8" or 14" 19-3/4 a, 19-2W_ 368m-, 857mm 6861 152rom or 358irm 476m, or 602mr, NOTE: Top used ame-h loco" WATTAGE TABLE Fixture _L­pTY,._ GSS l2olle,le S­11O Pulse Start Metal H41 do (MP) 70, 100, 15OW High Prea,mr,Sodium (HPS) 70,100,150W Metal H M.11- .. . ......... - - - -------- - - - -------- .. . ............. . Hal H) 176W GSM (G.fla,1,,aA.d1um) 70,100,150,175,200 ,250,320,350,.0,456,750,875,1000W Algh Pressure Sodium (HPS) 70,100, 150,250, 400, 750, 1000W Motel He de (MH) 175, 250, 400, 10010W GSL (Gol f,,i. Urge) Pulse 5l,rc MMAI Halide lN'Pl 250, 320, 350, 40C, 450, 750, 1000W High Pl­­ Spot— flHPS) 260, 400, 750, 1000W .... ............. OV, - ---------- -------- - ----- - ------- --------- COOFER Lighting 23 LEONARD ST NY NY 10013 212 343 8400 V 2123438740 F Pulse Start Metal Halide High Pressure Sodium Metal Halide ARCHITECTURAL AREA LUMINAIRE M P L I A N Z% GY DATA tells. In We- 085W.0 AP HPF (198W-) G AP HPF (233 Wafts) a IRS HPF 1295W.m.) APHPF1452W,a1) G WS HPF (457 Warms) fiP HPF (820W.o.i NH HPF (IDSOWatts) HPS HPF 0100Watts) Iva Pralecmd Am.: (Sq. F1.) .1 A-] .20 GSM', 2 40 GSL: 3.90 , M...) '53 GSM: 2 a6 GSL 4,45 PING DATA x1mat, Net Weight: � (113 kg. I .36 k0e.) (40 kg..) 11-11-1 � I A" HG82675 pa 2010 -10 -22 13:03:12 PROJECT. -/'-F'7'E SHOPS AT STONEFIELD SET REV. NO. TOWN CENTER ARB SUBMITTAL DRA WING NUMBER: TI TL E: LIGHTING FIXTURE DETAILS SHEET NUMBER: FILE NAME: SCALE. DA TE. LT- 12 0- 12-14-2011 n N) V oti BEGA: Metal Halide arm bracket, 7714 MH-(Fixture Modified for 39 Watt Metal Halide: CDM39/TC/830 T4 3000K 39 Watt 3300 XV Silver adjustable undercanopy fixture. Metal Halide Lamp-277V Philips Mastercolor Lumens XY IGUZZINI: Compact fluorescent wall Compact Fluorescent: PL-T 1,7119-277V 26 Watt Silver Option 1 sconce fixture. 26W/830/4P/ALTO Philips --I- XY SHAPER: Compact fluorescent wall sconce Compact Fluorescent: TL5C 22W/830 �30 692-WP-T5C/1/22-277V-5M -ST 22 Watt Silver Metallic Option 2 fixture. Circular Philips VISTA OUTDOOR LIGHTING: Exterior 17 YB watt LED warm white adjustable accent 1079-DZ-W-FL-M-120, J-Box: JB-200-8 LED: 17 Watt LED - Warm White 17 Watt Bronze Ifixture. HYDREL: Ingracle mounted 35 watt metal M9420-SS-35CMT6-120-NFL-FLCAS-12B YC CDM35T6/830 G12 3000K Philips 35 Watt Stainless Steel halide direct burial. ISS-GEB-LP-Finish to be Selected LIGHTOLIER: Recessed mounted LED B emergency fixture. I SURF-C-N-W-SD2 15 Watts, LED-6500K 15 Watts White HUBBEL: Surface wall mounted LED C Dual-lite-PG-P-HTR 15.7 Watts, LED-6350K 15.7 Watts Platinum Silver emergency fixture. 515TI'MITI LlgfiTffig: Z5-WRrM-TffP7E AFV-26TRT-6AR-X-MVOLT-X & GVRT-6- XRC1 fluorescent downlight with clear glass lens PL-T 26W/830/4P/ALTO Philips 26 Watt Dark Bronze Ngki,gkield CGL-DDB-AFV Winona Lighting: 4 watt LED - 6500K LED-STEP01-SQU-L-002/HO-VTBS-LBPS- Light Bronze Paint XRW1 square steplight fixture. WL-STD 4 Watt - LED -6500K 4 Watt Smooth Lithonia Lighting: 26 watt compact WSR-26DTT-MD-MVOLT-X-Dark Bronze- XSW1 fluorescent decorative wall mounted PL-C 26W/830/4P/ALTO Philips 26 Watt Dark Bronze fixture. LPI Gardco Lighting: 50 watt metal halide XSW2 300-0-C-R-50MH-277-BRP MHC50 /C/U/M/3K/ALTO Philips 50 Watt Bronze surface downlight fixture. RLASS-FASMAN LIGHTING DESIGN 22 July 2011 The Shops at Stonefield - Site Lighting XA DATE PROJECT TYPE McGraw Edison/Streetworks N/A MANUFACTURER LAMP Four fixture heads on 27'-6" pole ROUND 71REFlf.0 STEEL POLES ORDERING INFORVIAION SAMPLE N1,NEER, RTS8A30SF2XXG Mounting RYcre No & Aocessorles Shaft' wall Height aria �­lr, L,= Inno a6rpll �pa of La,�,,a L, Round Sbaght Steel size Thloareas "I Type Frish lit R 19 S a 1% 30 2 X G Bolt Anchor Base 'ra's Solt Shalt Bell Net. Max. Frare wall Itaere Ds. Prci. Size Da. Wt EPA (Sq. R') EPA (Sol P)' Loa-loollu de ,p Number Thickness (In) (In) (1, (In.) Length (in.) (Lba.) At Pole Zip 2' Above PoI.pp Bracket (Lba.) MH 8 BC BP B AS 70 80 Or 100 70 80 90 100 20 RTSWOSF 120 10 1/2 11.0 41/2 63x 35 314 x 25 x 3 173 298 22.7 17.0 143 27.1 20.6 162 131 400 25 RTS7A25SF .120 10 112 11.0 4 112 70x 35 314 x 25 x 3 214 28.1 21.4 163 134 260 19.8 155 12.5 400 30 RTS8A30SF 120 12 112 12.5 5 7.7 x 35 ' _x 36 x 4 290 240 182 14.2 113 22.5 17 35 RTS8A35SF .120 12 1/2 12.5 5 8,4 x 35 1 x 36 x 4 342 230 17S 13,5 10,5 21.7 184 127 9,9 400 35 RT89D35SF .180 12 12 12E 5 8.4 x 3.5 1 x 36 x 4 482 389 29.6 23,2 18.3 368 280 21.9 17.3 400 31 FCS9A39SF .120 12 112 12.5 5 8.9 x 35 1 x 35 x 4 341 215 16.2 124 9'5 20.5 16.4 119 90 400 39 RTS913396F .180 12 12 12E 5 8.9 x 3.5 1 x 36 x 4 536 38.2 290 22.5 17.7 36.4 27.6 21.4 163 400 45 RTS0A45SF' .120 13112 13.5 5 102 k 42 1 x 36 x 4 546 235 17.4 12.9 9.7 225 166 12.1 9,3 450 45 PTS0D458F' .180 131)2 13.5 6 10.2 x 42 1 114 x Q x 6682 44.1 33.2 25.4 19.8 42,2 31.7 24,3 190 150 50 RTS0A50$F' .120 131/2 13.5 5 10.2 k 35 1 x 36 x 4 550 15.2 11.0 7.9 5.7 14.8 10.6 7.6 54 450 50 PTS0D50SF' .180 131/2 13.5 6 10.2 x 35 1 1/4 k 12 . 6719 310 23.1 175 134 29.8 22.2 16.8 12.9 450 lacres "I'll 1111reel- la-a a. Are east 1--alol mr.1-Ple ­113 ego. acYna 11-71. -al 1. s oxot-ft,"o a au'a, In Iwo ­ax an4 v a 10 "'. t,' !:. [ te­r pRILLING rATTERN Type VfRCL, Led., Salads softsiall Type "E[Concourse 1111 Type 31 'Z.[.O.rs..oa.rn.m an d Onus] 25116, 2116" .'[. 1 2.ml 114'dl. dr.. bar. 1111a s2on-] hot. lr� 1 4713'1124.ro1 37 Ar' (2) Ver' i '9/ 6 114,, n) dt., was d., hole l3) d' . bolas VIACHIWNG FOR FlEaloNcuLAR le'll Designation Designation Designation Quantity Letter & Number Letter ..& N,mbcr tr.�r & Number & Location Ml El 1 single M2 E2 Z2 2 @SO- Ma E3 Z3 3 020' M4 E4 Z4 4 0 09 M,, E5 Z5 2 CC 90 M6 E6 ze 349 9 M7 E7 V 2 a IT, aome:­, lo Ir,:I,n, rm Ar. a nmw 11a MOUNTING lui`Tioro ACCESSORIES Fixed Chas D,aigm.ti.d 0. D. Length Az1 /2 tapped hub Number (In.) tin.) Bw3j4' tapped hub 318 3 C= Con veranas 001W F 0 D.. 2 1p 2 al 4 G-Ol ,6 lif 11, (ir., vill. WE) A ,to be 3 U 5 "Id mallet We ad prave- 3 4 12 blow p de tap -90ft at hand Ed., LENGTH NOES laxar 1 1 a od dos oU'llaar holdl ale . 2 o'll "' " . Ied 4' lboaffie and 0, s.. di, pile as 111 d mot, �rl­ eVilied ahs, Receptacle not in,i,d,d, prrt stn only 0: a 171 �iQlbti a 23 LEONARD ST NY NY 10013 2123438400V 2123438740 F EI I H IN Lr."."0`,"ENS&AVANT 7200 Wisconsin Avenue 0 Suite 400 0 Bethesda, MD 0213814 Phone: 301.652.7400 0 Fax: 301.652.3588 DESIGNED BY: ORA WN BY., BLISS - FASMAN () LIGHTING DESIGN REVIEWED By: 23 L-ClIAHO 81 4tW YO­lK N =W YIIHK 100113 212 343 8400 30 August 2011 DATE McGraw Edison MANUFACTURER LAMP Four fixture heads 23 LEONARD ST NY NY 10013 212 343 8400 V 2123438740 F El -FASMAN 1-10HTING DESIGN 30 August 2011 The Shops at Stonefield -Site Lighting XA-1 DATE PROJECT TYPE McGraw Edison MS250/BU/PS Philips MANUFACTURER LAMP 250 WATT METAL HALIDE LAMP SHALL Two fixture heads BE VERTICALLY MOUNTED WITH FLAT LENS ASSEMBLY, AREA ROUND OPTICS. W McGRAW-EDISON' DESCRIPTION Gallerie's beauty and versatility make it an excellent choice for roadway and general area lighting applications. An aesthetic reveal in the formed aluminum housing gives the Gallemis a distinctive look while a variety of mounting options and lamp wattages provide maximum flexibility. Gallerla's superior light distributions makes it the optimum choice for almost any small, medium or large area lighting application. SPECIFICATION FEATURES C . . . traction optical plugs and are field rotatable in SO- HOUSING; Formed aluminum REFLECTOR: Choi.. of 14 high increments. LENS: Convex housing with stamped reveal has efficiency optical systems utilizing tempered glass lens or flat glass. interior - welded seams for horizontal and vertical lamp structural integrity and is finished orientations. Optional high Mounting in premiumTGIC polyester powder efficiency segmented optical Extruded aluminum arm includes coat. U.L. listed and CSA certified systems constructed of premium internal bolt guides allowing for for wet locations. DOOR: Formed 95% reflective anodized aluminum easy positioning of fixture during aluminum door has heavy-duty sheet. Optical segments are rigidly assembly. Specify arm-included hinges, captive retaining screws mounted inside a thick gauge mounting for controactor-friendly and is finished in premiumTGIC aluminum housing for superior single carton packaging of housing polyester powder coat. (Spider protection. All segment faces are and arm. mount unit has andal door.) clean of rivet heads, tabs or other Mean. of attachment which may Electrical cause streaking in the light GSS/GSMIGSL BALLASTTRAY: Ballast fray is hard- distribution. Standard with mogul- GALLERIA mounted to housing interior for base socket. All optical modules cooler operation. feature quick disconnect wiring SQUARE a 70-IOOOW DIMENSIONS ArroMount Spider Mount ARM DRILLING TYPE "M' 2-15AW 3/4" 119mm1 Dia. Hole 1-1/16" [12­1 1-7/8 [�124omro1 (2) 5/8" [16mm] Dla . H.I. Flumme A B C D E F_ DES 9-1/4 1-1/2 12-7/a 16-1/8 3-1/4 " ' 235 38m. '27man 3971, 152mm or 2291m 337mm Dam 11. 3-1/2 rr I­X 213/4' S' or 14' 15" Or lor' 279cm, Searfn 480rom 552rn1 152nom or 356mr, 381.­ or 4061, GSL 141/2 4-1/4' 25-718" 27" 8" or 14" 19-3/4 a, 19-2W_ 368m-, 857mm 6861 152rom or 358irm 476m, or 602mr, NOTE: Top used ame-h loco" WATTAGE TABLE Fixture _L­pTY,._ GSS l2olle,le S­11O Pulse Start Metal H41 do (MP) 70, 100, 15OW High Prea,mr,Sodium (HPS) 70,100,150W Metal H M.11- .. . ......... - - - -------- - - - -------- .. . ............. . Hal H) 176W GSM (G.fla,1,,aA.d1um) 70,100,150,175,200 ,250,320,350,.0,456,750,875,1000W Algh Pressure Sodium (HPS) 70,100, 150,250, 400, 750, 1000W Motel He de (MH) 175, 250, 400, 10010W GSL (Gol f,,i. Urge) Pulse 5l,rc MMAI Halide lN'Pl 250, 320, 350, 40C, 450, 750, 1000W High Pl­­ Spot— flHPS) 260, 400, 750, 1000W .... ............. OV, - ---------- -------- - ----- - ------- --------- COOFER Lighting 23 LEONARD ST NY NY 10013 212 343 8400 V 2123438740 F Pulse Start Metal Halide High Pressure Sodium Metal Halide ARCHITECTURAL AREA LUMINAIRE M P L I A N Z% GY DATA tells. In We- 085W.0 AP HPF (198W-) G AP HPF (233 Wafts) a IRS HPF 1295W.m.) APHPF1452W,a1) G WS HPF (457 Warms) fiP HPF (820W.o.i NH HPF (IDSOWatts) HPS HPF 0100Watts) Iva Pralecmd Am.: (Sq. F1.) .1 A-] .20 GSM', 2 40 GSL: 3.90 , M...) '53 GSM: 2 a6 GSL 4,45 PING DATA x1mat, Net Weight: � (113 kg. I .36 k0e.) (40 kg..) 11-11-1 � I A" HG82675 pa 2010 -10 -22 13:03:12 PROJECT. -/'-F'7'E SHOPS AT STONEFIELD SET REV. NO. TOWN CENTER ARB SUBMITTAL DRA WING NUMBER: TI TL E: LIGHTING FIXTURE DETAILS SHEET NUMBER: FILE NAME: SCALE. DA TE. LT- 12 0- 12-14-2011 n N) V oti