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HomeMy WebLinkAboutSDP201200005 Plan - Approved Minor Amendment 2012-05-15SHEET NO, DRAWING NO. 1 OF 35 C-1 C2 OF 2 35 C-2 3 OF 35 C -2A 4 OF 35 C-3 5 OF 35 C-4 6 OF 35 C-5 STIDNEFIEL(IPIF NOTE: 1. STONEFIELD BOULEVARD IS NOW CHANGED TO DISTRICT AVENUE PER THIS NOTE. 2. MAIN STREET IS NOW CHANGED TO BOND STREET PER THIS NOTE. I TITLE BUI DING C I e IV FINA SITF P AN AM NDM NT CO��HE�T, PROFFERS VARIATIONS AND ZMA AMENDMENTS GENERAL NOTES AND LEGIEND EARTHWORK SPECIFICATIONS EXISTING SITE CONDITIONS; ALBEMARLE COUNTY, VIRGINIA 7 OF 35 C-6 OVERALL PLAN 8 OF 35 C-7 SITE PLAN — Cl—IV /_9_O 5 �J C-8 � SITE PLAN — D1 10 OF 35 C -8A UTILITY LAYOUT PLAN — C 1 —IV 11 OF 35 C-813 UTI LITY LAYOUT PLAN — DO 12 OF 35 C-9 OFFSITE ACCESS, DRAINAGE AND GRADING PLAN 13 OF 35 C-10 OFFSITE SANITARY SEWER PLAN FT 170 (INCLUDING 6 HANDICAPPED SPACES) ROADS/PARKING 14 OF 35 C-11 OFFSITE GRADING, WATER .AND SANITARY SEWER P�L4N 15 OF 35 C-12 UTILITY PROFILES — WATER 16 OF 35 C-13 UTI LITY_PROFILES — SANITARY >17 OF 35 C-14 UTILITY PROFILES — STORW 1OF 35 C-15 STORM DRAINAGE AREA MAP 19 OF 35 C-16 STORM DRAIN CALCULATIONS 20 OF 35 C-17 EROSION AND SEDIMENT CONTROL NARRATIVE 21 OF 35 C -17A EROSION AND SEDIMENT CONTROL PLAN PHASE I OF 35 C-18 EROSION AND SEDIMENT CONTROL PLAN PHASE II — C'i -iV X2`2 23 OF 35 C-19 EROSION AND SEDIMENT CONTROL PLAN PHASE II — D1 24 OF 35 C-20 EROSION AND SEDIMENT CONTROL DETAILS 25 OF 35 C-21 DETAILS 26 OF 35 C-22 STORMWATER MANAGEMENTT CALCULATIONS 27 OF 35 C-23 STORMWATER MANAGEMENTT NARRATIVE, DETAILS AND CALCULATIONS 28 OF 35 C-24 ROAD PROFILES AND TYPICAL SECTIONS 29 OF 35 C-25 ACSA STANDARD DETAILS 30 OF 35 C-26 ACSA STANDARD DETAILS AND PAVEMENT DESIGN WORKSHEETS 31 OF 35 C-27 PHOTOMETRIC PLAN — C1 —IV - 32 OF 35 C-28 PHOTOMETRIC PLAN — D11 32.1 OF 35 C-29 LIGHTING FIXTURE DETAILS 32.2 OF 35 C-30 LIGHTING FIXTURE DETAILS 33 OF 35 LS -1 LANDSCAPE PLAN 34 OF 35 LS -2 LANDSCAPE PLAN 34.1 OF 35 LS -3 LANDSCAPE DETAILS --PLAN 35 OF 35 LS -4 -SWM—LANDSCAPE 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 ALBEMARLEE PLACE EAAP, LLC, BY THAT CERTAIN DEED DULY ON RECORD IN THE CLERK'S 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. NOTE: 1. EXISTING CONDITIONS HAVE BEEN MODIFIED TO DEPICT GRADING FROM EROSION AND SEDIMENTATION CONTROL PLAN, WP02009-00074 FOR COORDINATION PURPOSES. 2. COORDINATE PLANS WITH ALBEMARLE PLACE EAAP, LLC RELATED PROJECTS: • ALBEMARLE PLACE/EROSION AND SEDIMENT CONTROL PLAN (WP02009-00074)1 • ALBEMARLE PLACE/ROAD IMPROVEMENT PLAN RT29 AND HYDRAULIC ROAD (WP(02008-00068) • ALBEMARLE PLACE TOWN CENTER/ACSA OFF-SITE SANITARY SEWER PLAN • ALBEMARLE PLACE TOWN CENTER/CITY OF CHARLOTTESVILLE OFF-SITE SANITARY SEWER • ALBEMARLE PLACE/STORMWATER MANAGEMENT PLAN (WP02010-00023) • STONEFIELD BOULEVARD ROAD PLAN (WPO 2011-00036) • STONEFIELD TOWN CENTER -FINAL SITE PLAN (WPO 2011-00059) 3. STONEFIELD WAS FORMERLY KNOWN AS ALBEMARLE PLACE. 4. THE PLANS TITLED "STONEFIELD TOWN CENTER FINAL SITE PLAN" (WPO 2011-00059)), "STONEFIELD BOULEVARD ROAD PLAN" (WPO 2011-00036) AND THIS PLAN WILL BE CONSTRUCTED CONCURREPNTLY. 1 ADDRESSED COUNTY COMMENTS DATED 8/3/11 AND ACSA DAT 8/29/11 COMMENTS DATED 7/15/11. 2 ADDRESSED ACSA COMMENTS DATED 8/31/11. DAT 9/19/11 4 REVISED SITE GRADING DAT 11/15/11 5 SITE PLAN AMENDMENT PER CLIENT COMMENTS DAT 12/22/11 6 ADDRESSED ACSA COMMENTS SAR 2/13/12 7 ADDRESSED COUNTY COMMENTS JDB 3/23/12 NO. SHEET REVISION BY DATE N0. (WPO 2011-00055) JUNE 20, 2011 VICINITY MAP SCALE: 1 "=2000' � . rh lj7 __j ¢II � � Gnn C3.1 T_ _ _ Of'HH-H JII �ulumnnuu�l� I E® HILL RD _ —I-- - - � �,..�."... . mmmrrrtm P-RWOJEC I c,.11l c2.1 I_ ARE A n • �tffHIIH+N+IHHH++HH r n % a a aEJ min II C, -I c, -II C2 -II _- T_ NORTHROP GRUMMAN N�! AV SWAN A -Iv _�_r 8-II i UllliiifPl .. J g -I U.S. ROUTE 29 — (SBL) U.S. ROUTE 29 — (NBL PRELIMINARY PLAN EXHIBIT SCALE: V=400' z(,-1 � SHEET REVISION BY DATE SITE DATA (CONTINUED) SOURCE OF BOUNDARY SURVEY: SOURCE OF TOPOGRAPHY: COUNTY, STATE: MAGISTERIAL DISTRICT: WATER PROTECTION AREA: TAX MAP/PARCEL: ZONING: OVERLAY DISTRICT: EXISTING USE: PROPOSED USE: TRASH: MAXIMUM NUMBER OF EMPLOYEES: BUILDING C1 -IV HEIGHT: BUILDING Cl -IV GROSS AREA: LAND USE SCHEDULE: Rca1 ',?1vveanid Appr,-,vf:A LTJ C;OMrrlurlityFav;_: Y;memt Dedartrr ?nt Jb KIRK HUGHES & ASSOCIATES DATED: APRIL 10, 2008 REVISED: DECEMBER 18, 2009 KIRK HUGHES & ASSOCIATES DATED: APRIL 10, 2008 REVISED: DECEMBER 18, 2009 do BY AERIAL SURVEY, AIR SURVEY, CORP, STERLING, VIRGINIA JANUARY 28, 1996 ALBEMARLE COUNTY, VA JACK JOUETT N/A (NON -WATER SUPPLY WATERSHED) TM 61W, PARCEL 3-19B, PARCEL 3-23 R• PARCIEL 3-24 NMD (NEIGHBORHOOD MODEL DISTRICT) ENTRANCE CORRIDOR VACANT THEATER ON-SITE DUMPSTER 20 62 FT 152,969 SF EXISTING PROPOSED PREVIOUSLY SUBMITTED TOTAL SUBMITTED TO DATE PARKING: 19 LAVATORIES TOTAL 0 SQ FT 256,238 SQ FT (5.88 AC.) 100% 110,571 SQ FT 366,809 SQ FT 1 EYEWASH BUILDINGS (FOOTPRINT) 0 SQ FT 67,717 SQ FT (1.55 AC.) 26% 0 SQ FT 67,717 SQ FT 170 (INCLUDING 6 HANDICAPPED SPACES) ROADS/PARKING 0 SQ FT 189,219 SQ FT (4.34 AC.) 74% 83,579 SQ FT 272,798 SQ FT ALBERMARLE COUNTY DEPARTMENT APPROVAL: GREEN SPACE 0 SQ FT 34,017 SQ FT (0.78 AC.) 13% 24,211 SQ FT 58,228 SQ FT CIVIC SPACE 0 SQ FT 24,998 SQ FT (0.57 AC.) 10% 8,074 SQ FT 33,072 SQ FT IMPERVIOUS AREA 0 SQ FT 220,200 1 SQ FT (5.06 AC.) 86% 81,779 SQ FT 301,979 SQ FT RECREATIONAL AREA 0 SQ FT 0 SQ FT ( 0.0 AC.) 0% 0 SQ FT 0 SQ 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. FIXTURE ESTIMATES: BUILDING Cl -IV PARKING: APPROVALS 19 LAVATORIES 4 HOSE BIBS 32 WATER CLOSETS 1 3 COMPARTMENT SINK EtlVGINEER`­,_ 8 URINALS 2 ICE MACHINES 6 WATER FOUNTAINS 6 DRINK TOWERS DEPARTMENT OF FIRE & RESCUES 6 HAND SINKS 1 EYEWASH 3 SERVICE SINKS HEALTH[ DEPARTMENT *NOTE: FIXTURES COUNTS AND TYPES ARE ESTIMATES. ACTUAL FIXTURE COUNTS ARE TO BE PROVIDED WHEN BUILDING PLUMBING DESIGN IS COMPLETE. REQUIRED 308 SPACES ((68,320 GLA/1,000=68.32)*4.5=307.44) PROVIDED IN GARAGE 170 (INCLUDING 6 HANDICAPPED SPACES) PROVIDED IN PARKING LOT 264 (INCLUDING 3 HANDICAPPED SPACES) PROVIDED ON STREET 26 (INCLUDING 0 HANDICAPPED SPACES) TOTAL PROVIDED: 460 (INCLUDING 9 HANDICAPPED SPACES) NOTE: REQIUIRED PARKING CALCULATED AS PART OF SHOPPING CENTER. ALBERMARLE COUNTY DEPARTMENT APPROVAL: APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PILANNING/ZONING EtlVGINEER`­,_ MSPECTIONS AIRB DEPARTMENT OF FIRE & RESCUES ALBERNZARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH[ DEPARTMENT 1w, liam— ENGINEERS SURVEYORS PLANNERS ASSOCIATES PO Box 4119 3040 Avemore Square Pll. Lynchburg, VA 24502 Charlottesville, VA 22911 Phone; 434.316.6080 Phone. 434.984.2700 W ww. W wassoclaics.ne1 DESIGNED BY: PROJECT: SET REV. NO. RU STONEFIELD DRAWN BY: BU A��� TITLE: BEMARLE COUNTY VIRGINIAI TLB DRAWING NUMBER: D "R BY: COVER SHEET +C — 1 HFW WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: SHEET NUMBER.- 208026.44 UMBER:208026.44 802644C -C-0 9.dwg V: N/A SHOWN 6120111 "l' X 35 5I,-)3.. 0) �: _0 � I U U I- I 't QD (N C) co ___ �)) it -a __.- Z :5 Cl- Rr I" I � C� " d '11% I � 0 ,I- 14- �6 Cq C) 00 0 N __� 0 U _P CL. q) C 0 E q) -0 ,;�z �0 N 0 Co 0 N ___ E . I . I ' I I ' AL�& � I . I Original Proffer: Original Proffer: I Amendment: , X Amendment: X 11 . I I �) I'll I A. Phase I: Phase 1 of the Project shall be composed of Blocks A, B, C and D as shown on service" is not placed into operation by the date of issuance of the first occupancy permit for ' . I the Application Plan, and as shown in more detail on Exhibit A- I attached hereto ("'Phase a'commercial buildixg in Albemarle Place, then the Owner shall contribute Seven Thousand I"), and shall include street and utility improvements to serve the planned building Dollars ($7,000.00) per wanum, for a period not to exceed five years, to CAT for costs COUNTY OF ALBEMARLE . improvements contained within Phase 1, As part of Phase 1, the Owner shall design and associated with openating existing CAT bus route(s) that provide service to Albemarle Place. I I I I Department of Community Development construct Albemarle Place Boulevard (also known as Fourth Street/Cedar Hill Road) ,� - � 401 McIntire Road, North Wing ("Albemarle Place Boulevard,") from Hydraulic Road to the point where Albemarle Place 6. Cash Proffer for Capital Improvements: The Owner shall contribute One Million Five Charlottesville, Virginia 22902-4596 1 Boulevard connects with the new planned western entrance to the Sperry Marine facility in Hundred Thousand. Dollars ($1,500,000.00) '(hereinafter referred to as the "Total ' Phone (434) 296-5832 1 Fax (434) 972-4126 — the location shown on the Application Plan, and as shown in more detail On Exhibit A-1. , � I Contri ' bution") to the County for the purpose of funding capital improvements related to This first phase of Albemarle Place Boulevard shall include all supporting utility Albemarle Place, The contribution shall be paid as follows: (a) Three Hundred and Seventy I I I I I infrastructure on such street, and shall be completed prior to issuance. of a final certificate of Five Thousand Dollars ($375,000,00) shall be contributed to the County within thirty (30) September 14, 2011 1 occnpancy for any buildings within Blocks A, B, C and D. Construction of the first phase of days after the first final site plan or subdivision plat containing residential dwelling units is Z I Albemarle Place Boulevard shall be deemed complete when it is constructed in conformance approved for Albemarle Place; (b) an additional TIrree Hundred and Seventy Five Thousand : ' . . with the plans approved by the Virginia Department of Transportation ("VDOT") and the � Dollars ($375,000.00) of the total contribution shall be contributed to the County prior to the Valerie Long County Engineer has approved it for vehicular travel. No more than three hundred seventy I issuance of a certificate of occupancy for the first residential dwelling unit in Albemarle C/o Williams Mullen thousand (3 70,000) square feet of commercial space and one hundred seventy (I 70) dwelling Place, and (c) the remaining Seven Hundred Fifty Thousand Dollars ($750,000.00) of the 321 E. Main St, Ste, 400 - . ' Charlottesville, Va. 22902 1 1 units may be constr ' ucted within the Project until the remainder of Albemarle Place Total Contribution shall be paid on a pro rata basis of Three Thousand Dollars ($3,000,00) Boulevard is constructed to the new planned intersection with ' U.S, Route 29 as shov,q-i on the , per residential dwelling -unit at the time certificates of occupancy are issued for the first two I RE: , ZMA201100004 Albemarle Place - Proffer Amendments Application Plan, Notwithstanding anything to the contrary contained in this Paragraph I A, " hundred fifty (250) dwelling units, No additional contribution shall'be required for the next , I I TAX MAP/PARCELS"061WO-03-00-019AD, 061WO-03-00-019BO, 061VVQ-03-00-02300,061WO- the Owner shall be permitted to utilize portions of the Phase'2 land (as shown on Exhibit A- two hundred fifty (250) dwelling units, I 03-00-02400, 061WO-08-00-02500 1, 1) for the installation of infrastructure to serve the Phase I building improvements to be " I L I I I On September 7, 2000, the Board of Supervisors unanimously approved the above noted re- constructed in Blocks A, B, C andl). , I lf� five (5) years frojin the date of approval of the first final site pIan or subdivision plat for zoning subject to the attached proffers dated August 5, 201 1. Please refer to this document for I . I I I residential dwelling iunits, the Total Contribution has not been fully paid, the balance of the any future applications and requests on this property, B. Phase 2; Phase 2 of the Project shall be composed of Blocks E, F and G as shown on the I Total Contribution s1hall be contributed to the County,within thirty (30) days upon request by � I I Application Plan and as shown in more detail on Exhibit A- I ("Phase 2"), and shall include � the County. If this fund has -not been exhausted by the County for the stated purpose within Please be advised that although the Albemarle County Board of Supervisors took action street and utility improvements to , serve the planned building improvements contained within five (5) years from the date the last contribution is made, all unexpended Rinds shall be : on the project noted above, no uses on the property as approved above may lawfully Thase 2. As part of Phase 2, the Owner shall design and construct Albemarle Place I refunded to the Owmer, � I begin until all applicable approvals have been received and conditions have been met. ' . I This includes: Boulevard from the point where it connects with the new planned western entrance to the I I I I i Sperry Marine facility north and east through Blocks E, F and G to the now planned In addition to the forfegoing, after building permits have been issued for the first five hundred 0 compliance with applicablo PROFFERS; intersection with U.S, Route 29 as shown on the Application 'Plan and as shown in more", (500) dwelling units within Albemarle Place, the Owner shall pay to the County Three I I 0 approval of and compliance with SITE PLANS; and detail on Exhibit A-, L' This second phase of Albemarle Place Boulevard shall include all I Thousand Dollars (33,000.00) prior to the issuance of a building permit for each new * approval of ZONING COMPLIANCE CLEARANCES. supporting utility infrastructure on such street and shall be completed prior to issuan ' ceofa ' I resi I dential dwelling tunit thereafter, I � final certificate of occupancy for any buildings within Blocks E, F and G. Construc ' tion of , I I ' the second phase of Albemarle Place Boulevard shall bedeemed complete when it is 7. Construction of Frontage improvements on Route 29 and Hydraulic Road: At its If you have questions or comments regarding the above -noted action, please do not hesitate to constructed in conformance with the plans approved by VDOT and the County Engineer has expense, the Owner shall plan, design, bond and construct travel lane improvements to be contact Rebecca Ragsdale at 296-5832. 1 approved it for vehicular travel. Notwithstanding anything to the contrary contained in ,this' dedicated for public, use on its HydrauliQ Road and Route 29 frontage. The design shall be Paragraph I B, the Owner shall be permitted to utilize portions o ' f the Phase 2,land,(as shown , submitted with the -first site plan for the initial phase of Albemarle Place. The subject � Sincerely, on Exhibit A-1) for the installation of infrastructure to sery 'the Phase I build' I � e I ,ing I frontage impkoveme,rits are depicted by Exhibit F, "Short Term Route 29 Transportation I ' 'f- \ improvements to be constructed in Blocks A, B, C and D. Notwithstanding anything to the Improvements." T1he County may require these improvements to be completed as a ' " N I . . I �- � . I contrary contained in this paragraph 1 B or in paragraph I A above, final cei: tificates of prerequisite to the issuance of any certificates of occupancy, The construction of the Subject V, Wayne ilimberg I occupancy may be issued for buildings within Blocks A, B, C, D or E beyond the flueshold improvements shall be deemed complete when they axe constructed in conformance with the Director of Planning levels contained in paragraph I A, provided that the Owner (i) has constructed at least a plans approved I by VDOT and opened to public use as I approved by VDOT. temporary -road (at standards acceptable to the Director of Community Development) � I � ,­_ I % .;' � , , '' ;, - I ", , ­­­­ . 1.1.1, " I Email CC: Tex Weaver; ebecca agsdale; Elise Hackett con ftlectfi"g., the fir'st'phAsb of Albemarle Place Boulevard to the new planned intersection with S. Construction of Off -Site Improveni'e-n"t�-s'-.��li�'..".!Up6ii��eq4'est�b,y,, the County or as provided , � , -1 � .1 I I I � I I ­_�; I d , ' � ' ' ,-'J", z­.,iet.",� ion improvements U.S. Route 29, or (ii) can demonstrate during,the site plan review,process, through traffic herein, the Owner shall plan, design; bond an constru& 0'ff­§ite transportat � ' 1 I , - File � � I I 11 analysis acceptableto the Director of Community. Development and VDOT, that additional , I in the County and the City, as depicted on Exhibit F, "Short Term Route 29 Transportation � - I ­ I .1 ; ' � traffic from such buildings, when aggregated with the traffic generated by the uses for which Improvements", I If the improvements are required'to be 'constructed, the County may require Albemarle Place �, �, � , _'�,,�!Z��­:, I I I I . %, . ': � l�. � t� � . ": ,� t 1. 11 ­'. I I I - , � I I I . I ­,, - -i I I . I , ;� I I �. ir i� �, -, :-", ��, �,!�:, , ,�:` - �,' - I - I I , ",_ � 1, I ,, " - I I 1. _ � - , PROFFER FORM Original Proffer: I ! I I � I � I 1 4 1 Date: August 5, 2011 1 � I -tir I e I I ' Amendment: I X ' I � I I Original Proffer: . ZMA 9 2011-00004 Albemarle Place I 11 eel ficates of occupancy hav' been issued for buildings in Phase 1, will not cause the I Amendment: X � Tax Map and Parcel Numbers: 061WO-03-00-019AO, 061WO-03-00-019BO, 061WO-03-00- Hydraulic Road/U.S. Route 29 intersection to fa I 11 below an'accept I able level o I f service. I I I uisite to the issuance of any certificates of 02300, 061WO-03-00-02400, and 61WO-03-00-02500 I , � I I I these im.provements to be completed as a prereq C. Landscape improvements.'and associated streetscape'improvements to serve the planned occupancy.. Construction shall be deemed complete when the improvements are constructed ' 65.034 Acres zoned Neighborhood Model District (NMD) to be rezoned to Neighborhood building improvements contained,Adthin each block shall bere'viewed at the time of final site in conformance with the plans approved by VDOT and opened to public use as approved by Model District (NMD) plan review for each block. The Project shall, have a coiisistentlydesigned and planted , VDOT, streetscape along Route 29 and Hydraulic Road. I I ' � � I I A. ,Off-site Improvements in the County at the Northwest Qualrant of the , I . . - Albemarle Place EAAP, LLC, a Delawar ' e limited, liability company, is the fee simple owner (the ' 2, Community Development Authority Participation: Upon request � by the County, the Hydraulic Road/Route 29 Intersection. The engineering, plats and construction t14 Owner") of tax map parcels 061WO-03-00-019AO, 061WO-03-00-019BO, 061WO-03-00-02300, Owner shall petition,for and consent to all tax map parcels used for non-residential purposes I documerits for off-si.te improvernents in the County shall be submitted 'witli the first final 06 1 WO -03 -00-02400, and 06 1 WO -03 -00-025 00 (collectively, the "Property"), which is the participating in a Corntr.clunity Development Authority, ("CDX') established, pursuant to I I site plan for Phase I of Albemarle Place. I I I subject of zoning map amendment application number ZMA 2011-00004 known as "Albemarle Section 1,5.2-5152, et seq. of the Code of Virginia C'Code") to be created for the purpose of - I I I B. , Off-site Impirovements in the City at the Northeast Quadrant of the Hydraulic Place Amendment." implementing Route 29 regional transportation improvements, including but not limited to I I , I I I transportation improvements within the "Super BloclC' (the geographical area bounded by Road/Route 29 Inte,-rsection (numbered items 4 and 11 on Exhibit F). Tlie Owner shall Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance, the Owner hereby ' Route 29, Hydraulic Road, Commonwealth Drive, and Greenbrier Drive) and intersectional I submit the 'engine(ering, plats and construction documents (the "Plans") for the , I voluntarily proffers the conditions listed in this proffer statement, which shall be applied to the improvements associated therewith. I I I I I I ina I provernents in the� City of Charlottesville to tlie City of Charlottesville within sixty (60) 1 1 1 1 Property if the rezoning is approved by Albemarle, County. These conditions are proffered as I I I days after ' the first final site plan for Phase I of Albemarle Place is submitted to the I I I I I . part of the rezoning and it is acknowledged that the conditions are reasonable. 3. Cash Proffer for Route 29 Regional Transportation; The,Owner will make a cash , County. The Owner shall diligently pursue approval of the Plans in the City. If the City I I contribution to the'County for the MPO/29H250 Phase 12,Route 29 regional transportation I I does not approve'the Plans within six (6) montlas afterthe first final site plan for the first The Albemarle Place project was originally approved by the County Board of Supervisors on I study in the amount of One Hundred 'thousand Dollars ($1 00,000.00), The cash contribution I phase of Albemarle Place is approved by the County, the Owner shall not be required by ' I October 22, 1 2003 as ZMA 2001-007, along with proffers from the prior owner dated October 22, shall be made by the Owner within thirty (3'0) days upon request by the County, This pr I offer � I this proffer to construct any improvements for which approvals have not. been obtained, I 1 2003, and a Code of Development prepared by The Cox Company dated October 15, 2003 (with has been satisfied, I : I The Owner shall not be required by this proffer to acquire or otherwise pay for right of I I I I . ; Exhibit A to the Code of Development last revised July 8, 201 0) (the "Code of Development' '), I I I : I way in the City for these improvements. I I The Code of Development included an application plan (the "Application Plan"), The 4. Cash Proffer for City of Charlottesville Traffic Calming Improvements: The 'Qv,qler , improvements proposed for the Property are collectively referred to I as the "Project." shall contribute Ten Thousand Dollars ($10,000,00) to the City of Charlottesville for the ,, If , ,the improvements are required to be constructed, the Owner shall complete construction by the City of traffic calming improvements on Swanson Road, Cedar Hill, Road construction of the improvements for which right of way is available within twelve (12) 1 1 The term "Owner" as referenced herein shall include within its meaning the owner of record and and other City streets intersecting'Hydraulic, Road in the vicinity of Albernarl , ePlace. , The , I months after the issuance of the first certificate of occupancy within Albemarle Place, successors in interest. The term "Application Plan" refers to Exhibit A. The term "Code of cash contribution shall be made by the Owner within thirty (30) days upon request bythe Construction shall be deemed complete when the improvements are constructed in � I Developmenf 'refers to Exhibit B. The proffers dated October 22, 2003 that were approved with City. If the traffic calming improvements are not implemented by October 15, 2007, all, conformance with the plans approved by VDOT and opened to public use as approved by ' ZIMA 2001-007 were amended by proffers dated July 23,2010 that were approved withZMA unexpended funds shall be refunded to the Owner. The City constructed the trAffic calming I VDOT, I � I 1 2008-0003 by the County Board of Supervisors on August 4, 201 0. These proffers amend and improvements, and requested,the prior owner of the, Property to pay the contribution on I supersede the proffers accepted in conjunction with the approval of ZMA 2001-007 and ZMA November 9, 2005, but there are no immediately available records that such contribution was This Paragraph S(B) is subject to the terms of Paragraph 14, "Substituted Transportation ' 1 2008-0003, 1 ever received by the City. Upon evidence of pi I ior payment, of such funds th I at, is satisfactory ' Improvements.", I I I I to the County, the requirements of this Paragraph 4 shall be deemed satisfied., In the event I The headings of the proffers set forth below have been prepared for convenience or reference the Owner has not produced such evidence to the County by March 31, 2010� the Owner 9. Reservation ,and Dediication of land for Regional Route 29 and Hydraulic Road Intersection Improvemients; The Owner shall reserve for the future dedication to the I I only and shall not control or affect the meani � tig or be taken as an interpretation of may provisions shall contribute the funds to the City within thirty (3 0) days of a written request, frorii the � of the proffers. I I City� provided that such request is made no sooner than April 1, 201 1. At the time such Commonwealth of Virgiania certain land oia the Property in the County for certain short-term I ' ,-1--'-.. ,. !,�� _ _. ". . , , funds are delivered to the City, the Owner shall provide notice of such payment to the transportation improveriatents for the Route 29 and Hydraulic Road intersection (the "Short- , ,_,�, � , �: . I �, , ., -1 I -11 � � ,­ � -::­ ,� I I Term Route 29/Hydrauli(c Road Improvements") as follows: (a) the land shown as "Parcel A 1, Phasing of Albemarle Place Improvements: The� O`Wriet shall phase development of the County. I I I Project as follows: . I I I I 1 6,511 S.F." on the plat ,of Kirk. Hughes and Associates dated March 3, 2009, last revised ' I I � 1 5. Cash Proffer for Charlottesville Area Transit ("CAT") Commercial Corridor "Jitney I March 25, 2010, which plat is attached hereto as Exhibit H; and (b) any portions of the Service": Upon the request of tho'County,the Owner shall contribute Twenty Thousand parcels shown as "Parcell. One Future Right of Way 1,1 17 S.F.," "Parcel Two Future Right of � :�'�,�'', � P!, '� _� 1�� � Way 9,079 S.F.," "Parccel Four Future Right of Way 1,660 S.F.," and "Parcel Five Future Dollars ($20,000,00) per annurn, or an- amount equ4l',�to,,'�w. , �raty percent (20'�o) of the annual ' Rightof Way 790 S.F.," on the Offlo,ial Map adopted by the County on December 2,2009, a operating and'inairitenance costs, whichever is less, for a period not to exceed five years for I . . I ' ' copy of which Official �.qap is attached,,hereto. as,Exhibit I, that are required by VDOT for operating wad/or maintaining a dedicated 'Jitney bus" service to retail commercial I i , I i. 1. �, ,�, , i,- _,�, �, 1P � . R I the Slaort-Term. Route .'29/Hydr6,u1i�,',.­ 04�,`J,­ ro-6. developments,'including Albemarle Place, along the Route 29 Corridor. If the CAT "jitney I I I ... I mp v ,m� (collectively, the "Short -Term � I I �.� ��- '' , 1, Improvements Dedileatioin A -tea"), provided., however, that the subdivision plats depicting the I �,_- �ZI'4i, t"�' 1, I,! , ­i��,;! ',�'­ I -le, � __�,, , �% , � 11 Z , I Sh6it-Tenn Improvernerats Dedication Area are subject to final approval by the County �� . �­ - L ��,' .;. : � .. , � ­ I r �, �_,�, C 11 I I I I � . 3 , I - 1-1 '' I � " , � ._�_­�/,', , 1,�;� ,C) . I I R �;,��I_c � ;, ,�� �;; _'. : � ,. - i, , f 2 1 . �, .. . I I � I . I . . , '.11 , 1: I , , � , I 1 5 1 DAT 8/29/111 1 COMMENTS DATED 7/15/11. — /11. DAT 9/19/11 1 1 NO, SHEET REVISION BY � DATE I NO. � SHEET REVISION BY DA TE I I�H op-T�,�% 4 ,� . � S, � ____-1_.A___1 !1: A� ) J7_ ­ZZ -1/ AV �� '4�5, % G� Va.sn'(DNAL ��i;�/ I I Original Proffer: � Amendment: X Department of Community Development and that the precise boundaries and size of the Short -Term Improvements Dedication Area may be adjusted accordingly, I � The Owner shall dedicate the Short -Term Improvements Dedication Area to, the . Cominonwealth of Virginia in fee simple by October 1, 201 0, or within thirty (3 ) 0) days after the County approves the subdivision plat necessary to dedicate the Short -Term Improvements Dedication Area, whichever is first to occur. In addition to the dedication of the Short -Tenn Improvements Dedication Area, the Owner shall dedicate and convey all : necessary drainage and construction easements for the Short -Term Route 29/Hydraulic Road Improvements, If the Short-Terin Improvements, Dedication Area is not dedicated and : n ubdivision plat, the Ownter shall pay all costs of surveying and I preparing legal documents in a form acceptable to the Office of the Attorney General necessary to dedicate and convey the Short -Term Irriprovenients Dedication Area land.. I � I After dedication and until the subject regional tra in.sportation improvements are funded for construction, the Owner shall, at the request of t1he County, and with the consent of the Commonwealth of Virginia, maintain the Short-Terna Improvements Dedication Area land until requested by the County to no longer do so provided the Owner is granted the right to the exclusive use of the land for landscaped open ,space, a pocket park, temporary parking, I I fencing, signage, utilities ' or other purpose as may b�e approved with the final site plan for the first phase of Albemarle Place. Upon being requested by the County to no longer maintain the land, the Owmer shall cease all use of the land and, remove all improvements established I I by the Owner that the County requests be removed, I I In the event that the adopted design for future puiblic intersection improvements does not require the utilization of all of the Short -Term Impr(ovements Dedication Area land, upon the I Owner's request, the residual portion of the dedicat�ed land shall be transferred to the Owner I at no expense to the Owner, The deed(s) of dedication for the Short -Tei � an Improvements : � I Dedication Area may provide for such conditions, I I I I I . I I 10, Reservation and, Dedication of Additional Lawd for Route 29 and Hydraulic Road � I Intersection Improvements: The Owner shall reserve for future dedication to the County, I subject to the conditions herein below, certain additional land on the Property for the right of : I way for future Hydraulic Road, arid Route 29 relat.ed regional transportation improvements I (the "Long -Term Route 29/Hydraulic Road Improvements") as follows: (a) the area shown I as "Parcel Al 1,432 S.F." on Exhibit H; and (b) any, portions of the parcels shown on Exhibit ' I that were not previously dedicated to the ConunLonwealth of Virginia for,the Shorto-Terna Route 29/Hydiaulic Road Improvements pursuant to the Paragraph 9 herein (collectively, the I ','Long -Term Improvements Dedication Aiea7) provided, however, that the subdivision plats depicting the Long -Tenn Improvements Dedication Area are subject to final approval by the ' County Department of Community Development and that the precise boundaries and size of I the Long -Term Improvements Dedication , Area -,may' r b& adjusted accordingly. , I . I �,:, � . � � 11. � k ,-_0 I �: " �,��, �, " r, 1, , , I � t-1, '; \ I ij �:) ",�; !:_� i"A i, 1; 1. t � -�; , � �, ­. i � I I- -1 � I I I The Owner shall dedicate the Long -Term Improwernents Dedication Area to the County ' I within ninety (90) days after the County's request,"for, such dedication, and such dedication I I I I I shall include the dedication and conveyance ,of iall necessary drainage and construction' I I I I I I " 11; � q "i, ", �,.`­. I I I I , �, �� ,��jl'��'� ­" . . , � �'­,:��,,!!, �!Z� I " I I ., , ,:i I I I I 1 6 1 1 . Original Proffer: Amendment: , X I easements for the Long-Terin Route 29/Hydraulic Road Improvements. If the Long -Tenn " ' I Improvements Dedication Area is not dedicated and conveyed as part of a subdivision plat, I I the Owner shall pay all costs of surveying and preparing,legal documents in,a form acceptable to the County Attorney's Office necessary to dedicate and convey theLong-Term I I ' Improvements Dedication Area. I I I I I Until the Long -Tenn Improvements Dedication Area land is dedicated, the Owner shall , I maintain the land and shall retain the right to, the exclusive use of the land for landscaped � I open space, a pocket park, temporary parking, fencing, utilities Or other purposes as may be . approved with the first final site plan,for Phase 1 of Albemarle Place. I I I I I I The conditions on the, subject reservation and dedication shall be as follows� I I I I I (a) In the event that th ' e adopted design for future public intersection improvements does not require the utilization of all of the Long -Term Improvements Dedication Area land, upon request of ,the Owner the residual portion 'shall be released by the County from the reservation or, if the land has been dedicated, upon request of the Owner title shall be transferred back to, and for the use of, the,Owner at no expense to Owner, The deed(s) ' ' of dedication for the Long -Term Improvements Dedication Area may provide for such, I conditions. I I ' I (b) The design and construction of the Long -Term Route 29/Hydraulic RoadImprovernents I ' shall substantially maintain the access, :function, and continuity of service of the planned intersection of Swanson Road �Extended) and existing Hydraulic Road into Albemarle Place at the location of the, existing Swanson Road and Hydraulic Road intersection; . otherwise this proffer becomes null and void. I I 11. Signalization of Hydraulic Road and Route 29 Intersections: The Owner shall be responsible for traffic signalization improvements as; follows: � I ' A. The Owner at its expense shall engineer, bond,,aind construct traffic signalization I ' improvements at the intersection of Albemarle Place:, Boulevard and Hydraulic Road. T ' he , traffic signalization improvements at this intersectiom' shall be constructed when the County I ' or VDOT request installation of such, but in any eveint prior to the issuance of a certificate of I occupancy for any building in Blocks A, B, C or D, provided that such signal is warranted by I I I I I I I I I . the traffic volumes or is otherwise approved by VDOT, I I B. Owner at its expen ' se shall engineer, bond and construct traffic signalization '' improvements at the intersection of Albemarle Place Boulevard and U.S. Route 29, The r I traffic signalization improvements ' at this intersection shall be, constructed when the County or VDOT request installation of suuh, but in any event prior to the issuance of a certificate of I I occupancy for any building in Blocks E, F or G, provided that such signal is warranted by the . . I ' 0, "' _�,io videdfhaf§uch signal is warranted by traffic volumes or is otherwise approved b,��VD TTI 1, �,_,,_, -:1 �:_ ''I _ . " � � " _', J_ r -i " 1, 4 ,01- '... �.14 � the traffic volumes or is otherwise approve&by VDOT. � " '' � I . ­ � I '' � ­ I I . . ­ . I I I � _ I � I " I". ;t -1 ,� I- � 1�� '' rr � 4, � � , ��,�!:- '' , i . 1, I " 1. � �: �4, ,�:; �:�, il� 1.1, . - , ­ � "I '' I 11 I .1 - I 1 7 - I W� IN ENGIMEERS SURVEYORS sm PLA__W,1iERS AsSOCIATES PO Box 4119 3 040 Avemore � Square P1. Lynchburg, VA 24502 Chw1ottesville, 'VA 22911 Phone: 434.316.6080 Phone: 434.9)84,2700 Aww.wwassomtes , net Original Proffer: Amendment: X 12. Commonwealth Drive Connection: Upon demand of the Coi-m-ty, but 110 eaxlier than the issuance of ' a building permit for any building within Block F, the Owner shall reserve right- of-way along the northern edge of the parking lot in Block F of the Property for a future street connection to Commonwealth Drive through the "Coradial Property" (TM 61 W-3 -18). The Arture connection will be a two lanic facility, I Upon the request of the County, the Owner shall engineer, bond and construct both the on- site and the off-site portions of the connection to Commonwealth Drive on the "Conadial Property" provided that easements and acquisition of right-of-way as may be necessary for such construction for the connection through off-site pro erties for this improvement have 0 - P been granted at no cost to the Owner, and therequest for such connection through the off-site property isinade by the County prior to October 15, 2020. Upon the request of the County, the connection shall be completed by,the Owner ,Aithin twelve (12) months from the date of satisfaction of the conditions as set forth above, 13. Other "Super Block" Street Connections: The Owner shall reserve 'land and grant construction and permanent access easements or right of way at no expense to) the County for the purposes of future construction (by others) of inter -parcel street connections within the "Super Block" at the following locations; First Street �to west to Coinmoia,,,vealth Drive), Third Street (to west to Commonwealth Drive), Cedar Hill Road Extended (in Block F north I to "Corridial Property"), Fourth Street (between Blocks F and G north to "Coradial I I Property"), Swanson Road Extended (to north to "Sperry Property") and at: two additional locations into Sperry Property, ­ � The locations for easement or right of way reservation and dedication are as generally ' depicted on Exhibit A and labeled the ' reon as "Future Extension," However, the locations and numbers of such inter -parcel street connections may be modified by the Owner upon a ' variation granted by the County Planning Director. These easenaent or right of way locations shall be identified, platted and dedicated at the request of the County in conjunction with , subsequent site plan applications for Albemarle Place. I 1 14, Substituted, Transportation Improvements. I I A. In lieu of constructing theim.proverrients referenced in Paragraph 8(B) herein, which Paragraph 8(B) refers to certain off-site improvements in the City of Charlottesville at t1ae I northwest quadrant of the Hydraulic Road/Route 29 intersection, and also other - improvements along the City side of Route 29 between Hydraulic Road and Greenbrier Drive, which improvements are collectively hereinafter referred to as the "Paragraph 8(B) Improvements",, the Owner may elect, in its sole discretion, and on the terms and conditions contained in this, Paragraph 14, to contribute cash to the City for ceytain transportation improvements in the City known as the "Rte. 29/22 5 0 Bypass Interchange Improvement I Project" identified as VDOT and City project number 0029-104-248 (the "Substituted hnprovements Project"), I � -� - " - 1--. ­, � , ­, 1 , � Z, , ', t.: i � . Z I I!, i !.� 1� �.�_ �'- , �_. I 1, ; : J-1 , il . . I I I f. , - I I Original Proffer: � Amendment: X I I B. In the event the Owner elects to contribute cash toward the Substituted Improvements Project (the "Owner's Contribution") in lieu of constructing the Paragraph 8(B) Improvements, the following terms shall apply: I , a 1, The Owner shall notify the County's Director of Community Development (the 'Director") in 'writing of its election,Aithin sixty (60) days after the approval of the first final ' site -plan for Phase I of Albemarle Place (the'Nlotice"), The Owner shall also send a copy of the Notice to the City Development Services Manager at the same tiane it is sent to the I I Director, I 1 2. The submission of the Notice to the Director shall suspend the deadline for the Owner to submit the Plans (as "Plans" is defined in Paragraph 8(13)) to the City, if applicable. ' 3. The amount of the Owner's Contribution to the Substituted Improvements Project shall be subject to a written agreement between the Owner and the City (the "City Agreement"), Within ten (10) days'after full execution of the City Agreement, the Owner shall provide a copy of the City Xgreement to the Director. I ' 1 4. Within six (6) months after the Notice is sent to the. Director, or within sixty (60) days after execution of the City Agreement, whichever is later to occur, the Owner shall contribute a portion of the Ovaier's Contribution to the City in the amount of One Million Dollars ($1,000,000), less any, amounts credited by the City and VDOT to the Owner for planning and design work, on the Paragraph S(B) Improvements (the "Net Contribution7). The Net Contribution, may be in the form of cash or a letter of credit issued by a bank approved by the City, or a combination thereof. The City Agreement shall set forth the terms of and schedule for draw down of the Net Contribution. I I I 1 5. In the event that the Substituted Improvements Project is terminated, or .has not , otherwise been completed (as described herein) within thirty-six (36) months &fter the City receives the Net Contribution (which thirty-six (36) month period may be extended by mutual agreement of the Charlottesville City Manager and the Albemarle County Executive), and upon the City's refunding of the Net Contribution to the Owner pursuant to the City Agreement, the Owner shall forward funds equal to Five Hundred Thousand Dollars ($500,000) to the County for funding transportation improvements in the vicinity of the U.S, Route 29/flydraulic Road intersection identified in the County's Capital Improvements Program. In the event such funds have not been expended -by the County for the stated Purpose within ten (I 0) years from the date the funds were contributed to the C ounty, all unexpended funds shall he refunded to the Owner, Construction of the Substituted Improvements Project shall be deemed complete -when the improvements are accepted by the appropriate public entity or are bonded for the entity's acceptance. , ­ 1. ­ I , , ­­,'­,�!'. 11 . 1 6. Notwithstanding the provisi6ns-'.04ai --'4p f, (.5) herein, upon the City's receipt I i�� .,;I , , 4or la, � of the Net Contribution, the Owner s all be I relieved of any obligation to construct the Paragraph 8(B) Improvements. I I I I . 1. I I I I I , I � -1 �, � , I ;�. "t, ;�1�1 �­ I ,;,��; ': , ''�v!�-, I ,;e I " �� ,� ­ I I , � . . I I . . I . . I 9 14346113-6,DOC � / I DESIGNED BY: PROJECT: RU STONEFIELD D RA WN 13 Y: BUILDING C1 -1V FINAL SITE PLAN TLB ALBEMARLE CQUNT� VIRGINIA P TL E: 01HR BY: PROFFERS HFW i WVIA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 208026.44 802644C-C-02.dwg CIVIL H: AS SHOWN p /fnn / V.- NIA 0/20/ 1 1 SET REV. NO 5 DRAWING NUM13ER: C-2 I SHEET NtJMBER 2 of 35 — /" /)/) yv..-r C 5__('S'__?,�� 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 FOLLOhNING 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 TOi 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 CONDITION: 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(c) SIGNS AUTHORIZED BY SPECIAL USE PERMIT: THE REQUIREMENT OF SECTION 4.15.5(,) OF A SPECIAL USE PERMIT FOR OFF—SITE SIGNS IS WAIVED. OFF—SITE SIGNS WILL BE ALLOWED BY—RIGHT. 415.11 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 SIGNAGE 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: 3 THE REQUIREMENTS OF SECTION 5.1.16 (a&e) ARE WAIVED AND REPLACED WITH THE AMENITIES �a AND IMPORTANT FEATURES BY BLOCK THAT ARE ESTABLISHED IN THE CODE OF DEVELOPMENT. • � 0 5.1.21 DWELLING IN COMMERCIAL AND INDUSTRIAL DISTRICTS: I THE REQUIREMENTS OF SECTION 5.1.21 ARE WAIVED. (jI ,'I- '0 5.1.24 SUBORDINATE RETAIL SALES: THE REQUIREMENTS OF SECTION 5.1.24 ARE WAIVED AND REPLACED WITH THE USES AND oSTANDARDS ESTABLISHED IN THE CODE OF DEVELOPMENT. 00 i}Vl � 32.4.1 PRELIMINARY CONFERENCE WITH STAFF: 3 THE REQUIREMENTS OF SECTION 32.4.1 ARE WAIVED. a Z 32.7.2.8 SIDEWALKS: cls THE REQUIREMENTS OF SECTION 32.7.2.8 ARE WAIVED AND REPLACED WITH THE USES AND STANDARDS ESTABLISHED IN THE CODE OF DEVELOPMENT. W [l`� til f_`\ ZONING DETERMINATION BY THE COUNTY OF ALBEMARLE ON DECEMBER 29, 2010 Q y DETERMINATIONS ON THE APPLICATION OF THE ZONING ORDINANCE CHAPTER 18- "Ci UNDER THE AUTHORITY GRANTED THE ZONING ADMINISTRATOR THE FOLLOWING SUBSTITUTIONS HAVE BEEN ACCEPTED: I Q 4.12.6 REQUIREMENT FOR MINIMUM NUMBER OF PARKING SPACES: � IT HAS BEEN DETERMINED THAT THE THEATER PARKING MAY BE CALCULATED AS PART OIF rr��+i THE SHOPPING CENTER PARKING CALCULATION INSTEAD OF USING THE SEPARATE THEATER W N PARKING REQUIREMENTS SPECIFIED IN SECTION 4.12.6. THIS DETERMINATION IS BASED (eco ON THE CURRENT LOCATION OF THE CINEMA WITHIN THE MIXED USE TOWN CENTER AREA. ^O N !„„`` >W V °—�' 1 ADDRESSED COUNTY COMMENTS DATED 8 f 3/1 1 AND ACSA DAT 8/29/11 v 0COMMENTS DATED 7/15/11. 2 ADDRESSED ACSA COMMENTS DATED 8/31/11. DAT 9/19/'11 Z N 00 N 1_ � ZE NO. I SHEET REVISION I BY I DATE I NO. �w z.=.., ujt ..,.' COUNTY OF ALBEMARLE �MQtll APPROVED MODIFICATIONS TO ZONING SIGN REGULATIONS: TO, Gerald GatobuI I August 13,2010 FROM: ,Wayne Cillmbe1, Director of Planning Williams Mullen m Vaiede Long 321 E Main Street Suite 400 DATE, May l , 2 l l Charlotiesville, VA 22052 RE Albemarle Pkr,e (Stone field) preliminary Site Plano March 21, 2011 RE;: ZMA 00800003 Albemarle Place TAX MAPIPARC Lf O6't4 O-03-OD-019AD, 061WG-03-00.0 9BO, 061W }-03.00-£1230 , 061w0- 03.06-024(!0, 061WO-03-00.02 t16 Dear Ms. Long; Determinations Under tenon 8.5. ,E The Board of Sopervrsors approved the above referenced rezoning application On August 4, 2010 subject Section 13..5.5.3 of she Zoning Ordinance allows the Director of Planning to allow a site plan to varyto the attached proffers dated July, .23t 2310 axil the amended' Table tat F�isrrnittedlProhiblted Uses by from an approved gene -al development plait or' aide of development in true Neighborhood !*Model Block (Appendix A, to the Albernarle Place anode of Development), dated July 8, 2010. Please refer to these do,uments for any future applications and requests on this pro e.DSsCrlct - if among other pkovisiois, the dsrecter determines that the variation i's in general accord with the purpose and intent of alae approved application plan and evade. The following is an analysis The Board of Supervisors also approved the three modifications of the requirements of ,9ect on 4, i 5, Sign of certain features previously identified or currently being requested to vary from the approved Regulations in the Albemarle County Zoning Ordinance as foilcavvs: application plan and evade as they r late to the current site dart (dated March 21, 201 l). Features consistent with time plan and code or variations allowable under Section 8.505.3 are so noted: 1. Use of Section 4.15.1 3 Pi twag! Capi?trarcral (HC), Planned Development Shopping Center Theater Location andel asst ns rip Hydraulic Eicaad (Previously addressed in 5l251p6 (POSC) and Planned Development Mixed Commercial (PDMCl sign regulations rat; her than those required by Sectloni 4,15, 1111 Neighbaftod Madel District; variation) 2. Oft -site signs by-rlg N rather tl'iar by special rise permit as catberv�alse required per Section 4.`i 5<5 (a) F gp€! 3 The proposed relocad ail of the theater from tate southwesttowner of the site to a locatlon along 3e An increase in the r-naximum height of wall signage from 33 feet (per Sectlon 4.15,1.1) to 56 feet, Hydraulic Road east of Cedar Hill Road varies frs�ira She application fe t that e pp, p prescribes townhouses sub act to th;e foilotavring condition &1!att signs may be alitavPfed up to 58 feet ria ira,ght; however, aldan,g this pordon of Hydraulic Road. The intent of the townhouses was to "activate this edge of any sign over>30 Palet shafii bel subject to the approval car: the ARB or the Design Prannor; as to the project and provide a visible transition from Hydraulic Bose, an Entrance Corridor, to the Frani placement .and iilunnination. It is possible that a proposed wail sign over 30 feet may not be to be 111tvnimated aflovVedl at the proposed herqjit or that it may have to ,be r,gduced in height to of the department store proposed In the application pian. Stiff has previously indicated that the proovide a more appirop,°aaco placemen¢ on tile building. applicant needs to demonstrate that tate proposed changes will be a, suitable design substitute fear 1 the townhouse units shown on the application plan, most particularly to the satisfaction oaf the ARB. Please be advised that alt1hough, the Albemarle d)lirrty Soard of Supervisors ictolt action on the This is art allowable variatl n rovi ed that all Ali conditions are complied P p with. project noted above, no u.,ses on the property as approved above may lawfuliy begirt Cantil all applicable approvals hav been rel eived and conditions have been met. This lncludes: Second Floor Uses (Previous sly addressed iii ,S12eS/06 variation)I*complian:ce with alppllcable PROFFERS; ,* compliance with requirements of the CODE OF DEVELOPMENT, The application plan ilius,trated use; on both the first floor and upper levels throughout the project, • aPPrOVal Of and coal pliance with q SITE PLAN, and While vertical rrti,<eel usewould be a positive and desirable feature of this development, it was not approval of a 24NIING COMPLIANCE CLEARANCE. rtgpiremeat of the application plan and cod6Thus, the site plan is considered consistent, Block ,Aa (Previously noted in 912 109 Advisory Corn eats) Pariiing kits ad'acetttto Kta'29 and Hydraulic Rd. in the initial plan are to be relegated (that is that i IS not any closer to the street than the front line of the buildings along the street) andifor'screened to the sat>tfaLticn:of the ARB, Block B (Previously rioted in 9/28149 Advisory Comments) Parking lots adjacent to int, 29 in the Initial plan are to be relegated (that is haat it is not any closer ;. to the sv t< titan the front line of the buildings along the street) andlor screened to the satisfaction of the ARG. Block C (Previously nested in 9128IP9 Advisory Comments) Please refer to theater location and re ` lationship to Hy?dr-aulic lid. above. ,Asci, riots that theCode of Development sxys minimum 2 stories (ups to a) except for restaurants, outdoor cafes and retail kiosks its !hick C> Block Nate 311,2107 variation, if still applicable (attached); 4129,111 Variation Requests; 1, 2 and 3 — Changes to that lavation, desigsri, layout, size and elentation of -each pizza,,civet; open and green space are grained consistent with the findings under Section 83,53 as you have presented and are permissible as depicted, #s 4, S and 6 — Modifications to allow for the width of sidewalks, planting strips and planters car be grantee: consistent with the findings under Section 8.5.5.3 (c.) as You have presented subject to: a minimum ',dewalkwidth off between planting strips/boxes and the interior edge ofsiciew>alks, no parking overhang orate sidewalks iri par'ldrig iots next to sid walks;and all p-airiting strips1boxes CODE OF DEVELOPMENT APPENDIX A AS AMENDED WITH ZMA 2008-003 WHICH located! between edge of street and sidewalk and aminimum of S% , WAS APPROVED BY THE BOARD OF SUPERVISORS ON AUGUST 4, 2010. 47 Change to the design of Stonefielcr Blvd, from -a four (4) lane section to a �2) lane section as 11 ...... z. "ODE f: l< I'll:' 1:11..( tfra l lN":'l', .,kPPt'N I)I X A .., lkga ani ,°tl, l* tr t 'ti R 1. Nsms t n ,� 11.1..1. , 1111.:. ...... ____1 111.1...........---11.1-11111_-1,1.1.1. t � ata -11. , :,,.r . la #. t 4 t. t� t � f lc,r i� . ;. ;. titmice can, ntd consistent vtlti the'ndin�Ys mintier Section 8,5:5.3 ca as tatii'iiave raaented t3 Ti' f r�trRlai r l �i$d..tr'a tf i>rl ..ilttli < 'r ,;' 1111 to Coy nty'ngineerNIDOT approval based. on applicable €"� :e. .v y ..F . ,. ,a..€ ... ... < .. 'v:.x._� .4 'l'„ai ..t::;:.<. a ^ iS �' „a,?\ i�., a`sa. •,. . ', i<.,£=,. si' -.. ;.. r <.i , �. i `;se .:° i . �k, i'-3 c a. 'i, i t :x"+i 1 ;'t .c :e e { 1 1111 T i ase . ii,,<tir;. S,`.,,, a,8 .. P..i .s S ,1 ?,:., x,> a.•61 >: 3.,.. r subject traffic swdies« 1� MS i'i PS'” . g �:u€ ii 2,.3i.... 3'.,,,3<.3...a:4 iT".. ..:F R.-,, : \! T { .-x J; 3 �. i Si ---£ M o <-.:.. P :..> j i '. Ya 3 ,L .. S,, ash ,,...9.. ... ..: F?<.< >.a3a<”. . $„ .t i3..a, 8 ,x<L; >n'axl F., eatx�. i?e.i at .. 1t'a..r { Y.a, $ .,n;.e.'' i. $i. 8 e� Y F4 42 a i f e :: P i t ,sod € t Y 4t t lis < a i t i.. E Y.... 4 2 � 48 — Change to the layout acid orientation of parldrig spaces along4nglewood Drive such tat the f.,.. ........ ' ._ ..._W... \ a :fig,..11 spaces ars orientedperpendicular tCs fnj+jj�lewcrcad cannot be granted Inglewood will function as a ist� tY ,E%Yta .. i ?c:,.,,, t," 1111. ai llel street to the narrowed Stonefieid`Slvd. (see 47 above aurid such arkin is hist in general P ( } P ,---:-,- - , . 11,1:'1.. ..,....... ..-,-,,"..__.... .::_._._...._ .:..1111,.. :'. «�....<, >°. 1111:.., t __. a;.� , ,, ,`.:; f t ..�... 1 # i ` $E - F> y< accord with the pur=pose and inten:t:of thw.apaproved rezoning for tura Albemarle Palace street system. .l..: <..,. 1111.. .>�,., - .><,..>., t ejv.itat':.�`x:,¢$q�,ntl 3so..i �i._,3CS x EiF:,it: i 11.,V {� iC ,„,�:;•ix4i.. a3, i . € I 1 >._. __ ....... Parallel pia ldasg la desired;:but IL is psossible for anglcl parking to b cianssdied under County 1111 h, �,.>v,:>3, �..,i l.s. r ..7} , j,=:v,:, ,,. lca3.x.., , a 33gi,.., :.l3, d {.> #3 i E,> f r". .' 9 re illations (provided this street is approved as a private street dependent on *he impact of the (i p? )!. p W., ,......., _,.... , ? i,, <„„. k _ � :: e. „ 1111 I,.,.. %.t 11 1111... a .. t'"".... , 1 111. angled parking to the funct€Dnalkty df, the street basead on applicable traffic studies, . + �i 3', s. , 3 X t , x 3 ! h - 1:111 r7 :' y.1111 .. .1111. 11111111-111.......-1-11-111.............. 1111.>.:.:_... ....,._:., r.,.. ._<:_.,_ �,...._ 1111-.i:._.¢. ,.,: 1111. E .::.,„. _"'__ __.. t i` F a_-1 � , 4a , a 1, ,, � q l_..e,.<.,. w '. "... 1111111111-111111 4,,::: ,, .. , ,r...> i,{.4 E3 xaT &i. iS dii3,cd v,1 -. EF,. .i.a.Et £� 0. i �e -i �- ,:s, d. %, . ` $ i \:. 11 _1:1.11. .., f. .. y ::.. .. .,: 49 Modification of blain Ss design to allow curbless sections can sae gr�anteda consistent with the 1111 1'. `. .. ' ., , 1111. _:. ..........1,,.. ,.. a .. 1111 L ........::.... ....._...:.:. ............. ., . ,..: ..:.v .. .. ...i...,',. r, � \` i{ r .,.,a Iz ...1,, F ,�,,..,. 11 findings under Section 8.5.5. c. as you !matte resented subject to Coon Engineer r`s vaL i ) f ° l ':�S"R”. 11 Q: ,;` 1.<.<�� ,., ,.�..... ,........ ..1:111 id 1111,. r T t a '.€ e a f,1 3 S �, Y i, 11 11—,,,., %o e ,�L ...,..:...:. i .. # i ffo �, \ $ C R i, ¢@ Y i i ggb 1111 1111. a $ A $ i is 1: 6 r.. .'= °- - r 1111 4(t3 Allovymce sof Stonefield Blvd, as time tarsi road. dedicated to public e wa i t Y lr us th it Fie project is aai 111:1. 1. 111 1111:.. .. 1:11:1:. .. _... 1111.-.: _._._.a, 4 . ,1.,,,._, } .._..... ,. 1.\. ? € } ':'': t"':.. .. a a .., ! -:V.+. j .. > r x - 3 ..v... .a. �...., l ....,....<, iw is i s .t 1 , r, q € x: •:i �r. its E r' t r.@' :,:,,..,.... 6.._ i ._ ,..,,q. • . qq {{j 4-� ��yy.J^Y. Y} }y,pg xTCt gyp $� �5.n,.] pq y�., i$ [ ('`� EF F.P:'.' option ':1 R:. an pL!.. i f iii, 4S�E,.e.. s... F:d' iE and .' .`d 'i3l� ji�.a i 5...' 0!! lei t -' Fa pages Development nt under Street Classifications" ;.. i.... % Y\ T. A : Z i .:;i.'. . €.- Si S -. .',:e E .. 1111 ... x . i ,. m,.. ,, ai v..,.a.,aE } ., .C.x.,.`.RE..¢li}> ... ?.1 t;i i !.: 4, 1 ea' i .> E 3'.z. [ `:a ' ::. T ,, ......,::1, .. 1:1::11.. :....:...:.,- ' t� 3 - i ,. , ,. E s. :�. 'ex m...... .....:... 1 11 11. ... 1111 .ai. �'.. iP t arta is sa�blettt i r. iew un r applicable ordinance provisions. 1111, ...., .. ..i_.. \i i� Y3, Y _ ,' s i .5,n,, .. l 3,'.. $.Y �'@\ 4( £'€i aF 3 sol 61a.`$1-1 51 Y -� a$ 3'' i�. 1111. c,< .m4 1 'l — Allowance -m# right -in i,i i'T`.: .. a . :. f g iii t om sotmhbound Rt 9 into Bleat c, B can be consistent 4ii C.'.;e .ti. ``,., tiv r. a...? >o iT{ tea xia::e .e: .� .. of � 5.:. d 3 r 1111 ;. i ,,w.,? .�M... ..,.,..,.», >._.._.-.._ ....,;:.:,. .... _:�:�,:,.,.,.1111. . . ,: ,1111..v >, :1.1:11# granted with the findings under Section 8.5:5.3 (c.) as you have presented subjoct to County :: e, t �.....,. _1111 � ... aai, �, as'..,....< qs , cif Fx$gra, i i i.,.i. is l,a .,, . nganeerlllpC7T approval bred on applicable tc studies. , s ........::...... .. >............. ,...,..,.. ..:............_. ,Wryj<_.> t 111:1.:.. .............. rz d ...:.:.,.,, i l ... "i1Y$ �# +¢ .1111 -.<,-- .. ...,__. I..1... ) q g { _1111, { �,',,.., _:..�:.1._ SYI :TR `` :E,tea Y Y i S'a .: s$ F"% r �.€ s; :.:. 1111. .,...: <....,1....�...,..,,.>.>:.,.1_ ., >_r.- '- .:.>...>., y>.o. ....> ..;�. Y•j i gg #1,,2 Modification -o1 the. Block D and Block Eboundariesiea ri n6e �.i�ri�i�e. nt. �F } 4${n�i Ali�lbiri 3�- fd, F `\Y Y ii{t€ EE -.\. nt$, 5� *;.a'91' 3`i..�St i aY S. �'+: ?$�%} -'3' i : j , ,' ..' 3 } "� z ?, ,. under Section 8.5.5.3 (c.) as yeti !retie presented shim is permissible as depicted. _.., ..�. ....,..... 1111 <<_..,..., ., ..vk 1111. .....,..qt 11111111 ..,,.,_._. ,., e.:., c:. , l €'.. —1- ill F£:i i s 1 ,", V d€ll4:. ''.13`.,x...: a\ h t .1111.., .....,.. ,.1,1,11,, ",1, 1. s ,,, .:. ,. _ -.”_____-1_--a ._` 11111111_<.. ««Mx..,<..,,, 11.11.:<.a 1111-e '-'I..... .,..,.e, a. .. l —, lies t'sar�t {�;a g 4 Allowance of six (6 story hotel as to as itis no`taller than nine 90 feet is itrited (. $i w..:i € 1111.. r k rr.3 . s iii I. L...., >.. .„ , ;r, .,.>.,..-,. > ,-.,-,,>w 1_.,11 , �,rA ' ”" T _ +} consistent j {} 5 a w : with the findings under Section 8. . i. r you i6ave presented a' dU ria permissiblerv3 .,. n: i iF a to .s? 3 �.P\ d \ .,.rc ,,, 1i' 1', a „ I, m 4,. 1§1111' f'..: i pp . < '\,£ .1:-,,:, :<.; . t depicted. r r i I ': K a a S �4t I l Y f3i ii{�, i £.Fq G 4: i alit 5 i S i i.:' %> i - .,, £ £ .. ¢ n. . '.. '. .. J�.j p' .y. . ...:' 1111. .., .: :. :' 1111 ....,:,,. ..t...,., t t ,,ae ..... i -- €. j 9 € i'.C. } 4Y i:it' Y c,l ',yi,:.§t0,t<..Exi c,,i 3,ak 4i. S V.a�.G: �", E WRs '.. Y :T,, " `\>`1.., �°xxx�£ E " A % `e(¢. , &". ...:,..15 e'ey>.>:> 1111,>„1111.. .:..,...:,... ... E i 7. P.:. E.' ,.>.....>, _..a_,.�.�:. 1111>..:. 111:_ _ M, q?. ¢,� i . was F ,Y.,O. e ,$ Modification �y dC3� YN,. allow }' y'A minimum r� )a� [6 ,,,jTs� to )` $',P �`a $�PfS ,.[tyy� fY'd',°Ai ° i•F''�.a'6�iF} 4z aaFt l:,FV Rl1 irY IS1r 1F_P id £t6 EdN3eF Sad *R t.l14:F SS}?rJF6 A3ti>4f.r ?ice d}B I a4i_ rd +l�.ii a i.�lFFlb$Rr i(( �4 i - Q 1 ,. ,,.... .. . ......�: ..s.:.,... ,„...:..,.. �- $ i $k e �,'' '' i :. j t r� .. _�_.. ., ..�:.-:_:. _�m_;.. <.. be ranted consistent with time ffndin s std 5� p{p pp 9 +�� g i t a7 �,i ir3 L5.,3. :1 :. as you Pldi.°4Ae presented si blrrct to .. i 11,.�,,,_._ ...>:,., x, } 1111.. i € B a3i 3b &^ .., <.«, ...,,w, .. ..:.<..,.. .,......... -1 .., .. 3 i .. P 11_11,„, rr :. . i` ' j„ overhang. wa ks ry.� kin p� {ip�yr } Y ,,.g1.S .mak h n sidewalks no a''jaricirt 4C;f r'E lra.n onto .]id Y4�aliO3 irr j}Yai ks:F1 S$^ lid n ext io.. sidewallts, P C_________---1__i1_1_ ,„ ».:r _:„,. ...<. ”: E.. �` r a p r i', $ ii'�' -� ��l�i l9 9.:: I, x���...A. S.Y.v:.:g 3 P € P€ z3 .> ,.. ... P F V F '. - .m:.<,.,.... 1111.. 1111.<..1:111. ., a .. is 'r �,F gY $€ b E, 3' .. Y - £ d3 x $ ;. 1 •::1:111 1111 .:.: to salt s. > m � i r f” , i i' , i. ".. -... < ,..1111. ., } Sk� -, ...$$$$ �^ Changes Te+. y� r y pip ✓}p qy a3 {+ 5���y,�M �<. c1,J ,+� :fe"l,ee'w Ltd�t[failFi�if48 'GiI,L'G'. iEa. 4h western 6:x.9:.Lf t• • rt g f the p. sisMCt psraperty to Ba. 6«<.:. :s�,�s ,,. . .. n ne,.,.<..: , ...:. ...>.a. _. , , 1111 9 .. y...,. ° :' r `i7 axiE Ek x'9' E`>a r3.i#13"'{11? .$x..,..r': 8S,, ia, cr ...a1 if, i' A, I, r i,i ,i _ ._4 P 6 s l' , .�, i".: :. 1111:. '°'.k,3.:. ,.:.'..;',...,.,.:.:.. ,-?>, - .,o:,,..i .<.,a.»."..> .._,...,.:n., i :... - fa °0 .•.'. ..:.., e-.. S -,: - ' t. w , Minimum of i I� carr fie granted consistent with the findings :iundler- Sect'lon 8:5.5.3 c. as you have r ¢., j{,:,a.$ S.,a>..`:trPiix i `S.t.:n \ii$oa:..et$., Si.�,£gC$¢, F.4..5 r:.: i. Xi3 :%: `EA t.. :a3 ak e 9t �,. q ,. x T , ...v > < ¢ xta4.. v i_ ,a 1111 1? ';. .a.. i : i ; 1 t.., ts� a \, e �.. 3� S I. ' - presented subject to compliance with the second paragi aph can page I B of rile C®d of 3 £a,a v i; .,:..<. .e: o-, ... , a., t. -i `' 1111,.;. \,o Y a l . ,3 €;i;, .,Ei­11111 .: .w .,e��...., ..g ..:..:.......... i ........ . ,. 1111.,. ........ .. , ..a :1111.. I;, r i a i �, t = i t f l a. -111"",11.., ,.3111 a ^'. .. "Exterior Dei}elsa�iit under -�rrri Landscaping and Visual Impact Mitigation" arae any s€ pian :> I. u... .. -11::-:11 .. n.;.,. ,..:..:..... .......,...m,. ..:.a......... .w .ww.:<:_ i '.'>:..'>:, .......'...�. p ':c S.. 3.rx.t:Y ......,..... . I.- � $ ,i 0 & } pili$ Y T i '','e ,,4 f � E a:, ? i� 'i fig. a° , i= i ,.,....,, ,.. 111'1 £` s -I,. re EiiCtr�rlt that might i d l'i l , lnClue its 5cre?nin €? til} CCft} features, � rlrle I ,. ..e...,. ._,_ .t ,. ,....... 3t�Y F 2! i v ? [ 11 i^ g§ I t. 111'1. .'. i.ryp 1 A F b a �Fa, 1 '' k i. . tfi Q i ?%?.$ F, 3 S i € i �, _,} 3 q S {$ 1 1, t '.. a _, .....,,:.<. 1111. _..: .> _11_11.. ., _ ,., ,.. E. 51l 311 i Yairgatrarr Request: ,.: ... _ _ ::.-: 1111 ,-1:111_ 1...,,:ay ...,::... ... ,.ia .. i i� i ^} 4"2: g ka ,.. ea',T,..: ifs sY la .....,... .,.,,.,,, , _. 1111... e 1111 11_11,,_ 1111 .,....... .i.,,.. $, i _<.. - , § ”, .E:. { s i3 'a F w , ., . 3.. ,. =. - ..' _. '. Replacement of North and! Soutar New )"lairs Streets between Buildings D I and 02 with a single . ..gym .. ,. 1111 .'«.: - „.< ., q: ,:: 1111: i :: s �,4 aid i4t ¥a<,`�, 4t u `a -t 3 ,G!vl3?.. 3.'u ., , .. x£ t 1111; :� £ \. :>rFT .F:' ,,a y� ..: .........,,. ...,,.,:, :.. 1 a, .: }. .. N 1:111, .,...,., .,:. <,,,.,<.a, .::.........._11__---11-11,1__1_;11> ,>...<,:,:.,. .. < .:.r.,: .., _1111.,, 1111 ..-.,<,,...:...,, .< .., 1 i = ark 'iii p ... `,}•z a 111:1. 1111.. ........... ; .. '. _ ... _ , [��,{�. '.. . -:. !Y road is " consistent WIti1 ilia fia*drn q i� tt �yy .�w N fS ry mkrr y 1111 granted €ender SectFC%tt..T.S•J. r3 i.:. f3 pr Glib 1.4 d+A A6i a prlbnP-AAitl iiF1' 3 i.: t S 3 .: Ei 'Y i n s Y::. :.,.� 11,1:1.. ... . 3 ... 1111 . .. ... ,.. .. ...,..'.:., ,...1111 1111 ._e,.,�.:,.. ................ e. 1111. , , .. %. :.:. , ... , , d'-. 1'111... ..,.....n.., 1 1 - x - : . r..,11111. t a€ „ \'t 3 z i... ,, xY ':. �:',;:, Y+l Y:$ i.3E i i y i i€,{ Al S 3�i iS d £ a~ l"T. Y 9 v,..,:,.,. P '', as: depicter: Y : 1111. ,t.., .:3a F 3:. $ 6 i ,,,, ,. .. ....y..i.. 1111.. 1111 1111 , 111:1, , 1111.. ,., .1111 ,,,.,...,:. ....,1.<, .., a re, < ..e: e..,.,.q 1, Please note ghat development under this request is still starlit to all rather applicable zoning, site plats and l6uilding permit provisions and these variations do rant supsersede hose requirements, i't!1aeiarsajtti ` SHEET REVISION BY I DATE ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES: GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND VIRGINIA SUPPLEMENT. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). GENERAL CONSTRUCTION NOTES FOR STREETS 1. ALL MATERIALS AND CONSTRUCTION MUST BE TESTED AND DOCUMENTED ACCORDING TO VDOT STANDARDS AND SPECIFICATIONS, 2. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY VDOT. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 3. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD DETERMINED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF VDOT (FOR PUBLIC ROADS) OR THE COUNTY ENGINEER (FOR PRIVATE ROADS), OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO) SEVEN (7) FEET. 4. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9 (A, B, OR C). 5. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. 6. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 7. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 8. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND VIRGINIA SUPPLEMENT AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 9. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 10, THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW T -HE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 11. VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS ARE TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 12. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS, THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE. RIVANNA WATER & SEWER AUTHORITY (RWSA) GENERAL WATER & SANITARY SEWER NOTES FEBRUARY 2011 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE GENERAL WATER AND SEWER CONSTRUCTION TION SPECIFICATION S AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998, EXCEPT AS MODIRIED BELOW OR MODIFIED IN SPECIAL NOTES. 2. RWSA SHALL APPROVE ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUC-TION. A PRECONSTRUCTION CONFERENCE SHALL BE HELD WITH RWSA PRIOR TO THE START OF ANY WORK. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 4. RWSA ENGINEER (VICTORIA FORT AT (434) 977-2970 EXT. 205) SHALL BE NOTIFIED THREE BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION. 5. ALL WORK IS SUBJECT TO INSPECTION BY RWSA STAFF. NO TIE-INS TO THE EXISTING SYSTEM SHALL BE MADE WITHOUT COORDINATION WITH AND THE PRESENCE OF RWSA STAFF. NO WORK SHALL BE CONDUCTED ON RWSA FACILITIES ON WEEKENDS OR HOLIDAYS WITHOUT 'SPECIAL WRITTEN PERMISSION FROM RWSA. 6. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE-INS TO THE EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE -TESTED BEFORE A CONNECTION IS MADE TO THE SYSTEM. 7. THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS IS FROM DATA AVAILABLE AT THE TIME OF DESIGN AND IS NOT NECESSARILY COMPLETE OR ACCURATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION, SIZE AND DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES FROM Cj DAMAGE AT ALL TIMES, WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING j UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO 11- ADDITIONAL COST TO THE OWNER. 8. EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. NO GRADING SHALL BE PERMITTED IN THE 00 RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. � 9. NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN i PERMISSION AND RWSA APPROVAL OF THE BLASTING PLAN. GROUND MONITORING (DURING BLASTING AND A PRE -BLAST SURVEY MAY BE REQUIRED. FOR BLASTING WITHIN 1(00 FEET OF ANY OPERATIVE RWSA SEWERLINES, BYPASS PUMPING AND/OR PRE- AND POST -CCTV MAY BE CL REQUIRED. RWSA MAY ALSO REQUIRE CERTIFICATION FROM A LICENSED PROFESSIO NAL ENGINEER STATING THAT THE PROPOSED BLASTING WILL NOT DAMAGE ANY RWSA FACILITIES. DAMAGE TO ANY UTILITIES DUE TO BLASTING SHALL BE REPAIRED BY THE CONTRACTOR TO THE: ORIGINAL _ CONDITION AT NO ADDITIONAL COST TO THE OWNER. 0 10. THE CONTRACTOR SHALL OBSERVE MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS. WHEN A CROSSING IS MADE UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE EXISTING PIPE. THE AREA OF THE CROSSING SHALL BE BACKFILLED WITH COMPACTED 57 STONE TO THE SPRINGLINE OF THE EXISTING PIPEE. 11. NEW WATER MAIN INSTALLATIONS SHALL BE PRESSURE TESTED, CHLORINATED, FLUSIHED AND HAVE WATER SAMPLES APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM. APPROVED METHODS OF FILLING AND FLUSHING NEW WATER MANS WILL BE c6 REQUIRED TO PREVENT ANY CONTAMINATION OF THE PUBLIC WATER SYSTEM. 12. ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW FACILITIES INTO SERVICE. N 13. NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENIT. THIS ami INCLUDES BUILDING OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE o STRUCTURES, ETC. �- 14. TREES ARE NOT PERMITTED IN THE RWSA EASEMENT. v 1 ADDRESSED COUNTY COMMENTS DATED 8/3/11 AND ACSA DAT 8/2g%11 COMMENTS DATED 7/15/11. 2 ADDRESSED ACSA COMMENTS DATED 8/31/11. DAT 9/19 /1 9/11 Q co CV a 00 a N i NO. I SHEET REVISION I BY I DANE I NO. ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS, AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRATOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1 -800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER MEASURED FROM THE TOP OF THE PIPE OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS, AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEAD-END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. WW ASSOCIATES GENERAL NOTES: GENERAL UTILITY NOTES 1. CONTACT MISS UTILITY AT 1-800-552-7001 48 HOURS PRIOR TO ANY GRADING OR DIGGING TO HAVE UNDERGROUND UTILITIES MARKED. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION. 2. ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN TAKEN FROM AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO DIG TEST PITS IN ADVANCE OF TRENCHING IN ORDER TO DETERMINE THE EXACT LOCATION AND ELEVATION AT CROSSINGS. IF A CONFLICT IS, DISCOVERED, NOTIFY WW ASSOCIATES AT (434) 984-2700. PRIOR TO BEGINNING INSTALLATION OF UTILITIES, CONTRACTOR SHALL VERIFY INVERTS AT ALL CONNECTIONS WITH EXISTING UTILITIES PRIOR TO PURCHASING OR ORDERING ANY PRECAST STRUCTURES. 3. ALL HYDRANT LOCATIONS TO BE APPROVED BY THE ALBEMARLE COUNTY FIRE MARSHAL PRIOR TO FINAL APPROVAL BY THE COUNTY AND ARE TO BE INSTALLED ACCORDING TO COUNTY STANDARDS. 4. ALL BLASTING REQUIREMENTS TO INSTALL UTILITIES SHALL REQUIRE A PERMIT AND SHALL BE PERFORMED IN ACCORDANCE WITH THE ALBEMARLE COUNTY STANDARDS AND THE PROJECT SPECIFICATIONS. 5. ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT SPECIFICATIONS SECTION 302 AND SECTION 240 AND AS SPECIFIED ON THE DRAWINGS. 6. THE CONTRACTOR IS REQUIRED TO PERFORM ALL TESTS REQUIRED BY THE COUNTY, ALBEMARLE COUNTY SERVICE AUTHORITY, AND RIVANNA WATER AND SEWER AUTHORITY TO SECURE ACCEPTANCE OF ALL UTILITIES. 7, ALL CONCRETE USED IN UTILITY CONSTRUCTION SHALL BE 4000 PSI CONCRETE IN ACCORDANCE WITH VDOT SPECIFICATION SECTION 217. 8. NO PLANTINGS OR ERECTION OF OTHER OBSTRUCTIONS SHALL BE MADE WITHIN FOUR FEET OF ANY FIRE HYDRANT. 9. ALL HYDRANT BRANCHES SHALL HAVE A MINIMUM COVER OF 3.0'. 10. ALL UTILITIES TO BE PLACED UNDER EXISTING COUNTY STREETS MUST BE BORED OR JACKED UNLESS SPECIFICALLY APPROVED OTHERWISE OR NOTED ON THE PLANS. 11. WATER METERS SHALL BE LOCATED IN AN ACCESSIBLE LOCATION AND SHALL NOT BE INSTALLED UNDER EXISTING PIPING OR CLOSE TO OTHER FACILITIES. 12. WATER AND SEWER UTILITY CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH ALBEMARLE COUNTY SERVICE AUTHORITY AND RIVANNA WATER AND SEWER AUTHORITY WATER AND SEWER CONSTRUCTION SPECIFICATIONS. 13. A 10 FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED UNLESS OTHERWISE SPECIFIED BETWEEN ALL WATER LINES AND SANITARY SEWER LINES IN ACCORDANCE WITH STATE HEALTH DEPT. STANDARDS. COORDINATION NOTES 1. THE CONTRACTOR SHALL OBTAIN THE FOLLOWING PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS: ALBEMARLE COUNTY LAND DISTURBANCE PERMITS, VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) GENERAL PERMIT, AND ALBEMARLE COUNTY BUSINESS LICENSE. CONTRACTOR SHALL OBTAIN VDOT LAND -USE PERMITS FOR THE PROJECT. CONTRACTOR SHALL PROVIDE ALL NECESSARY FORMS AND FEES FOR OBTAINING THE PERMITS, INCLUDING APPLICATION FEES AND REQUIRED BONDING COSTS. 2. ANY TIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT. 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC. ARE RECORDED/OBTAINED PRIOR TO THE START OF ANY CONSTRUCTION. 4. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISTING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN COMPLETED, INCLUDING UTILITY POLES. 5. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIRED BY ALBEMARLE COUNTY CODE. 6. CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS AS SPECIFIED BY THE CORPS OF ENGINEERS AND/OR VA DEPARTMENT OF ENVIRONMENTAL QUALITY, 7. VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) GENERAL PERMIT: PREPARE STORMWATER POLLUTION PREVENTION PLAN, SECURE VSMP PHASE I LAND CLEARING GENERAL PERMIT AND PAY PERMIT APPLICATION FEE TO DEPARTMENT OF CONSERVATION AND RECREATION (DGR). CONTACT DGR - RICHMOND FOR ADDITIONAL INFORMATION. TELEPHONE NUMBER: (804) 786-1712, EMAIL ADDRESS: SWMESQUESTIONS©DCR.VIRGINIA.GOV SHEET REVISION I BY I DATE MISCELLANEOUS NOTES GENERAL NOTES WATER METER EX SYMBOL LEGEND 1. THE PROPERTY DESCRIBED HEREON LIES WITHIN FLOOD ZONE "X", AREAS ACCESS EASEMENT LINE - - TO PRECLUDE THE PONDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN, AS DETERMINED BY THE 1 BENCHMARK THE BUILDINGS OR STORM INLETS. UNITED STATES FEDERAL EMERGENCY MANAGEMENT AGENCY, AND AS SHOWN -1, BUSH CENTERLINE OF DITCH ON THE FLOOD INSURANCE RATE MAP (FIRM), COMMUNITY 510006, PANEL `1 2. ALL STREETS OUTSIDE PUBLIC RIGHTS-OF-WAY ARE TO BE PRIVATELY OWNED AND NUMBER 0278-D WITH AN EFFECTIVE DATE OF FEBRUARY 4, 2005, SIGN ELECTRIC BOX 2. THIS PROPERTY IS SERVED BY PUBLIC WATER AND SEWER THROUGH THE E`- FIBER OPTIC LINE MARKER - ALBEMARLE COUNTY SERVICE AUTHORITY. J FILL CAP CONTRACTOR IS TO VERIFY THAT ALL UTILITIES I.E., WATER, SEWER GAS, ELECTRIC, C TELEPHONE BOX 0 3. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO '! FIRE HYDRANT AND/OR PAVING. CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS TELEVISION BOX 4. PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC, TELEPHONE, CABLE AND GAS OWN SATISFACTION. TRAFFIC CONTROL BOX FLAG POLE WHICH SERVE THIS FACILITY SHALL BE LOCATED WITH A MINIMUM 5 FOOT SEPARATION T E GAS VALVEC='I 4. THIS PLAN ENCOMPASSES THE FOLLOWING PROPERTIES TMP 61W-3-23, TMP TRAFFIC SIGNAL POLE 5. CUT AND PATCH WORK IN EXISTING PUBLIC STREETS MUST BE PERFORMED IN 611W-3-24, TMP 61W-3-25, TMP 61W -3-19A, TMP 61W-3-198, TMP TREE GRATE INLET ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. 611W-3-19 UTILITY GUY POLE 6. ALL PIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PIPE 141,761 Irl GUY POLE 5. ALL PARCELS ARE ZONED NMD. NIC GUY WIRE 6. HORIZONTAL DATUM: NAD-83HANDICAP OVERHEAD ELECTRIC LINE PARKING 7. VERTICAL DATUM: NAVD 88 �v HVAC 7. EkCISTING TOPOGRAPHY FOR THIS SITE IS BASED ON AERIAL SURVEY BY AIR ` LEAF TURN SANITARY FORCEMAIN SURVEY, CORP, STERLING, VIRGINIA, 1/28/96. THE STANDARD DEGREE OF m L WATER METER 8. ACCURACY ASSOCIATED WITH THIS TOPOGRAPHIC SURVEY IS PLUS OR MINUS S- LIGHT POLE SANITARY SEWER LATERAL 1 VERTICAL FOOT. THE CONTRACTOR SHALL PROVIDE THE ROUGH GRADES PS WATER VALVE EC DELINEATED ON THESE PLANS, WITH STATED EXISTING GRADE DEGREE OF N:\ MAILBOX EL ACCURACY, AT NO ADDITIONAL COST TO THE OWNER. 6 ) MANHOLE 8. ROOF DRAINAGE PIPES ALONG FOUNDATION OF BUILDINGS ARE TYPICAL AND UNDERGROUND TEL. COMM. YARD HYDRANT Vi SHALL BE COORDINATED WITH THE FINAL BUILDING DESIGN BY OTHERS. Pd 9. SAFETY SLABS ARE REQUIRED IN ALL STRUCTURES GREATER THAN 12' IN HEIGHT.Trr=; (� MONITORING WELL GENERAL NOTES WATER METER X 1. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER WATER VAULT ACCESS EASEMENT LINE - - TO PRECLUDE THE PONDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO ADJACENT BOUNDARY LINE POST INDICATOR VALVE - - THE BUILDINGS OR STORM INLETS. BOUNDARY LINE - 33,836: CENTERLINE OF DITCH 1}1'' RIGHT TURN 2. ALL STREETS OUTSIDE PUBLIC RIGHTS-OF-WAY ARE TO BE PRIVATELY OWNED AND 6,500 SIGN C MAINTAINED, 43,275; _ 0 68,320 - CENTERLINE OF ROAD STORM INLET 3. CONTRACTOR IS TO VERIFY THAT ALL UTILITIES I.E., WATER, SEWER GAS, ELECTRIC, C TELEPHONE BOX 0 TELEPHONE, CABLE, ETC, ARE IN PLACE PRIOR TO CONSTRUCTION OF SUBBASE DEMOLISH OR ABANDON 0' 90,000: AND/OR PAVING. TV TELEVISION BOX 4. PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC, TELEPHONE, CABLE AND GAS E TRAFFIC CONTROL BOX 141,761: WHICH SERVE THIS FACILITY SHALL BE LOCATED WITH A MINIMUM 5 FOOT SEPARATION T E 01 FROM PUBLIC WATER MAINS AND SANITARY SEWER. r- TRAFFIC SIGNAL POLE 5. CUT AND PATCH WORK IN EXISTING PUBLIC STREETS MUST BE PERFORMED IN t- I TREE GASLINE ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. ;'_l, UTILITY GUY POLE 6. ALL PIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PIPE 141,761 UTILITY POLE (KHA) -E'- MAJOR CONTOUR C(ONFORMING TO ASTM C-76, UNLESS INDICATED OTHERWISE ON PLANS. NIC UTILITY POLE (WWA) CY <_ H E OVERHEAD ELECTRIC LINE > H E 7. ALL CONSTRUCTION SHALL COMPLY WITH OSHA SAFETY STANDARD FOR EXCAVATION - WATER HYDRANT DIA 1926 PART P AND OTHER APPLICABLE OSHA REQUIREMENTS. O.C. ON CENTER SANITARY FORCEMAIN F P,l m L WATER METER 8. THESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN SHALL PROP - SANITARY SEWER LATERAL BE IN ACCORDANCE WITH THE CURRENT APPROVED ALBEMARLE COUNTY SERVICE PS WATER VALVE EC AUTHORITY'S GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ANY N:\ WATER VAULT EL AMENDMENTS THEREOF AND THE STANDARDS ANE SPECIFICATIONS OF VDOT. UNDERGROUND ELEC. JGT U<_'�_j -- UClU UNDERGROUND TEL. COMM. YARD HYDRANT Vi UNDERGROUND UTILITY Pd 9. SAFETY SLABS ARE REQUIRED IN ALL STRUCTURES GREATER THAN 12' IN HEIGHT.Trr=; MAY VARY FROM THOSE SHOWN. YARD INLET 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. LIMITS OF CONSTRUCTION C1 J 10. SURFACE DRAINAGE: COMPLETELY DRAIN CONSTRUCTION SITE DURING PERIODS OF CONSTRUCTION TO KEEP SOIL MATERIALS SUFFICIENTLY DRY. PROVIDE TEMPORARY DIITCHES, 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 A'S SPECIFIED IN THIS SECTION AT NO ADDITIONAL COST TO THE OWNER. 11. 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 OUTLET OR PIPING TO PREVENT EROSION. OPERATE DEWATERING SYSTEM CONTINUOUSLY UNTIL CONSTRUCTION WORK BELOW EXISTING WATER LEVELS IS COMPLETE. 12. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 13. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 14. ALLL PIPES SHOWN AS HDPE ON PLANS SHALL CONFORM TO AASHTO M294 (TYPE S) SWOOTH WALL INTERIOR PIPE, MATERIAL AND INSTALLATION SHALL BE IN ACCORDANCE WPITH VDOT ROAD AND BRIDGE STANDARDS AND ROAD AND BRIDGE SPECIFICATIONS. 15. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WPITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLLEARING, GRADING OR OTHER CONSTRUCTION. 16. ALLL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OEBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 17. ALLL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE "VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES". 18. ALLL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STTANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 19. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL DIIMENSIONS AND CONDITIONS AFFECTING HIS WORK INCLUDING EXISTING TOPOGRAPHY. IF' THERE ARE ANY DISCREPANCIES WITH WHAT IS SHOWN ON THE CONSTRUCTION DRAWINGS OR TOPOGRAPHIC SURVEY PLAN, THE CONTRACTOR SHALL IMMEDIATELY NCOTIFY THE OWNER IN ORDER TO DETERMINE THE COURSE OF ACTION NECESSARY TO CORRECT FOR SUCH DISCREPANCY. FAILING TO NOTIFY THE OWNER AND SECURING SLUCH INSTRUCTION, THE CONTRACTOR WILL BE CONSIDERED TO HAVE PROCEEDED AT THEIR OWN RISK AND EXPENSE. -Z. PR. SYMBOL LEGEND FIRE HYDRANT 0 GRATE INLET HANDICAP PARKING LEFT TURN lel SANITARY SEWER MANHOLE CO STORM SEWER MANHOLE (� PEDESTRIAN LIGHT STREET LIGHT RIGHT TURN SIGN a STORM INLET 0 TREE W WATER METER X WATER VALVE WV WATER VAULT dM YARD INLET DOOR EX LINETYPE LEGEND DESCRIPTION WP WP A ACCESS EASEMENT LINE - - 0 ADJACENT BOUNDARY LINE 0 - - 14,000, BOUNDARY LINE - 33,836: CENTERLINE OF DITCH 0 0' 01 CONCRETE 33,836 6,500 CONC. CURB & GUTTER C 57,701; 43,275; _ 0 68,320 - CENTERLINE OF ROAD - - 0 D CENTERLINE OF STREAM/RIVER 90,0001 0 0 0' DEMOLISH OR ABANDON 0' 90,000: DIRT ROAD BLOCK GROUP 1 TOTAL 141,761: 153,775? 0 EASEMENT 0 141,761: 222,095' EDGE OF PAVEMENT E 01 0 0 FENCE 250 0' 01 I,A. 'l GASLINE AS - MH GUARD RAIL 250 141,761 400 250 MAJOR CONTOUR CONTROL POINT NIC MINOR CONTOUR CY <_ H E OVERHEAD ELECTRIC LINE > H E DEMO C-) H!_ OVERHEAD UTILITY LINE OHU DIA RIP -RAP O.C. ON CENTER SANITARY FORCEMAIN F P,l PE = Af.l SANITARY SEWER LINE =:ACJ PROP - SANITARY SEWER LATERAL DRAWING PS STORM SEWER PIPE EC Jr E TREELINE UGE EL H; 7 UNDERGROUND ELEC. JGT U<_'�_j -- UClU UNDERGROUND TEL. COMM. Vi UNDERGROUND UTILITY Pd NOTE: WATERLINE MAY VARY FROM THOSE SHOWN. PRIVATE WATERLINE 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. LIMITS OF CONSTRUCTION PR. LINETYPE LEGEND 400 W W THIS SUBMISSION NON RETAIL, RESIDENTIAL WP WP 11 1.1US1. E 1. IN BLOCK (GLA OR UNITS) RETAIL THIS SUBMISSION NON RETAIL, RESIDENTIAL PREVIOUS SUBMISSIONS RETAIL "NON RETAILRESIDENTIAL SUBMISSIONS TO DATE RETAIL NON RETAIL 'RESIDENTIAL A 50,224 14,000i 0 0z 0 0 50,224 14,000, 0 B 33,836: 6,500 0 0' 01 0 33,836 6,500 0 C 57,701; 43,275; 0 0 68,320 0 57,701 111,595; 0 D 0 90,0001 0 0 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 01 0 0 0 0' 250 0' 01 250 SITE PLAN TOTAL 1141,761 CO 153,775,01 MH 0', 68,320: 250 141,761 222,095 250 ABBREVIATIONS AFF ABOVE FINISHED FLOOR EQ PT EQUIPMENT AHD AHEAD ESMT EASEMENT ARV AIR RELEASE VALVE EX OR EXIST EXISTING BC BACK OF CURB FF FINISHED FLOOR BF BLIND FLANGE FC FACE OF CURB BLDG BUILDING GALV GALVANIZED BM BENCH MARK HC HANDICAP BK BACK HDPE HIGH DENSITY POLYETHYLENE BW BOTTOM OF WALL HK HOOK C/C CENTER TO CENTER INV INVERT C&G CURB & GUTTER IPS IRON PIN SET CIP CAST IRON PIPE IPF IRON PIN FOUND WT CENTER LINE JB JUNCTION BOX C. L. CHAIN LINK LF LINEAR FEET CMP CORRUGATED METAL PIPE LT LEFT CO CLEAN OUT MH MANHOLE CONC CONCRETE NBC NORTH BOUND LANE CP CONTROL POINT NIC NOT IN CONTRACT CY CUBIC YARDS NTS NOT TO SCALE DEMO DEMOLISH OBJ OBJECT DIA DIAMETER O.C. ON CENTER DIP DUCTILE IRON PIPE PE POLYETHYLENE DIST DISTANCE PROP PROPOSED DWG DRAWING PS PLANTED STONE FOUND EC EDGE OF CONCRETE PVC POLYVINYL CHLORIDE EL ELEVATION R RADIUS ELEC ELEC',TRIC EP EDGE OF PAVEMENT NOTE: 1. TFHE SIZE OF SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. wl ENGIINEERS WN SURVJEYORS PLANNERS AsSOCIXTES PO Box 4119 3040 Avemoore Square Pl. Lynchburg, VA 24502 Charlon-illlle, VA 22911 Phone: 434.316.6080 Phone: 4334.984.2700 www.w» assaeates.net DESIGNED BY: PROJECT: RU STONEFI ELD DRAWN BY: BUILDING C 1 -IV FINAL SITE PLAN TLB ALBEMARLE COUNTY, VIRGINIA TITLE: DIHR BY: GENERAL NOTES AND LEGEND HFW RCP REINFORCED CONCRETE PIPE REQ'D REQUIRED RT RIGHT RTE. ROUTE R/W RIGHT OF WAY SAN SANITARY SEWER SBC SOUTH BOUND LANE SD STORM DRAIN SHC SEWER HOUSE CONNECTION SQ SQUARE S.S. STAINLESS STEEL STA STATION STD STANDARD STL STEEL STR STRUCTURE SW SIDEWALK SWM STORM WATER MANAGEMENT TBA TO BE ABANDONED TBR TO BE REMOVED TC TOP OF CURB TW TOP OF WALL TYP TYPICAL UG UNDERGROUND UON UNLESS OTHERWISE NOTED W WATER LINE WM WATER METER WT WATERTIGHT WWF WOVEN WIRE FABRIC YDS YARDS WWA NUMBER: FILE NAME: 208026.44 802644C_C-03.dwg DISCIPLINE: SCALE: DATE.- CIVIL ATE.CIVIL H: AS SHOWN 612n V: N/A lj/ 11 .SET REV. NO. 7 DiRAWING NUMBER: C-3 SHEET NUMBER: 4 o f 35 0) 3 V: I t� CJI It ti - w 0 co 1-1 o, 3 Z 46 I ca et N 0o 0 N 0 U Pj CL v a cp N 0 00 0 N s �_ 1 0 NO. EARTHWORK REQUIREMENTS FREE FROM WATER. EXCAVATE 1 . GENERAL WEAKENED BY THE CONTRACTOR'S OPERATIONS, AND SOILS SOFTENED 1.1 DEFINITIONS MADE UNSUITABLE FOR SUBSEQUENT CONSTRUCTION 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 OF 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 AND 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 l% 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 INDICATEDi 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 IIF 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 4,318 LIQUID LIMIT OF 50, MAXIMUM ASTM D 4318 PLASTICITY INDEX OF 25. MOISTURE CONTENT SHALL BE WITHIN f3% 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 AGGRIEGATE. 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. PROWIDE 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 ABOVE 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 lh-INCH DIAMETER AND LARGER, ORGANIC MATERIAL, AND DEBRIS. 3.3.3 USE ONLY HAND METHODS FOR GRUBBING INSIDE TPHE 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 TO FINISH GRADING AREA. 3.7.2 UNSUITABLE MATERIAL: REMOVE UNSUITABLE SOIL 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 DQUIPMENT 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. ADDRESSED COUNTY COMMENTS DATED 8/3/11 AND ACSA COMMENTS DATED 7/15/11. ADDRESSED ACSA COMMENTS DATED 8/31/11. SHEET REVISION DAT � 8/293/11 DAT I 9/19/11 BY DANE I NO, SHEET REVISION BY I DATE EARTHWORK REQUIREMENTS OONT'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 STFRUCTURES 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 PU "ELIC ROADWAYS SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH THE LATEST EDITION 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 SUBGRAIDE 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 W]TH 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 REGULAT{m& 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 MAITERIAL 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 DENSIITY 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. GEOTECHINICAL 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. DESIGNED BY: PROJECT: WiRogow= RU STONEFIELD Aml NOR ENGllNEERSDRAWN 8r: BUILDING Cl -1V FINAL SITE PLAN unSURWEYORS TLB ALBEMARLE COUNTY, VIRGINIA PLANNERS TITLE: IHR BY EARTHWORK SPECIFICATIONS AsSOCIATES HFW Lynchburg, VA 30h°Aue hiizvA22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: Phone: 434.316.6080 Phone: 4334.984.2700 CIVIL H: AS SHOWN www.wwa.gsoc;ates.net 208026.44 802644C_C-04.dwg /; N/A 0��n�1 SET REV. NO. 7 DRAWING NUMBER: C-4 SHEET NUMBER: 3 of 35 - - � �i , 1, .�"l - 1, � - - ___ �' I- I I- , . I �_ - -1 -_ - I - -, -, -1, ­'­ '. � I � � �l I / ,/ � / � - - ­ __i�_ '1_1� I -- I I I I F, I - . q -) I I /vs-- �� I I" _) � � -4 , , f , , i � ,� � / - - / � , - I � �: � I ,� . I t - � ___ - - ,� -) . �, - , - - , I i�, , � 'r j . 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"', ��j�L�� " I � � ( = - , - L__ - __ ' - I /,_' 1, L \ i �� � I I i / I �;��, � �­_� 1. I . � , L ��'�"`,� __ - _____ 1 / __ __ I � z �, LL � LL ____ 1 - - - - - - 1 --- I - __ - - "", �, ) ' ��,� , , L � ,��,� - �� 'i , 5 // lz�z�, 1 - -, ___,/_ I -1/, I L - _ , -�L P� 1_� I __ __ � ,; - , I I � , I�,��,�ilr­ � � "L , 'j'jj[)( , 'L . - - Q_ - , , I'll ,�, �� I �. � /I - I ­�_��, lr��'l � _! I ILL I I ,, _[_,,� _--y � -1 --[-- __ ____ � __ __ --- - I- � - T . ��, _ , -] , � \ i I I _� , __ __ - , , - .,� ; � � �,� ! / � " � i � I � - - 11 -, � - �� � ,rf -2 1 , IT I ) � TAN K,( ) ,� )( ) ,_ _ , I � � , - , , -r � 1 Iii I ', - I I , El I Q) , I � � I I � fff�E I I Z COMMENTS DATED � DAT 8/29)/ll v 0''. DESIGNED BY: PROJECT: 0 - - 11 - ' LLL i 1-1 , 11 S' -T REV. NO. LL L E COMMENTS DATED 7/15/1 1. ___ - L I �11 L I I L RU STONEFIELD - 0 - DAT 9/1 9)/l 1 , I 'n ENGINEERS - BUILDING C 1 -IV FINAL SITE PLAN / 2 /1 1. I L L D RA WN B Y: 11;1: - - �l I 1/1, SURVEYORS ALBEMARLE COUNTY, VIRGINIA - I �0 I, 'Uh " " I V L TL 13 DRAWING NUMBER: " - � " L 04 - LL L PLANNERS I TITLE: I � , - , - - - I � \ I I - - - � , - \--\-)- �'�l , , ) , , I � i f I I I �l , � � I I �", , , , � � , , , $ 1, � I , , --- \ � �i , I -- - - - � -, �__ , - - - � , - ,�A - __ __ - �___- -_ - - I- � _L � / _­ � �__`�_,__ I - , , I � - - � - v I r- 0 ;. ". L I I co -r- - 11 -1 I DIHR BY: EXISTING SITE CONDITIONS C-5 C) L lv�� "I I Z, , I HFIN I'll N , ,4, - V ?' -fL AsSOCIATES __� I "I �_ _(0 I - - . . 11 I I I PO Box 4119 3040 Avemcore Square Pl. SHEET NUMBER: Zi I - - I Lynchburg, VA 24502 Ch�lottesvilll�, VA 22911 WWA NUMBER: FILE NAME: DISCIPLINE.- SCALE: ,, L , 11 I ki L ll­S�. , Phone: 434.316.6080 Phone: 4334.984.2700 DATE: , LL I �� L 011 N p" �4 L 612n /1 1 6 of 35 www.wwassociatc,.nd 1 2080 � /* m 1A w / NO. SHEET REVISION BY DA _iTE NO. SHEET REVISION BY DATE 1, A ­k 26.44 802644C-C-05.dwg CIVIL H: 1 " = 50' . Ile) A - 451,_1 :)_ R T V V- W ^N W O N nn� CL q) V fQ N O 00 O N O OD 0 CN CL q) O O 00 C) CN E5 rn 00 a E wpm= NOTES: j: 1. SEE SANITARY SEWER AND WATER LINE 4 PROFILES FOR ADDITIONAL INFORMATION, I it N" 7 -7 2. SANITARY SEWER AND WATER LINES TO BE No. C— SEE D�G. �1� � I G ENERAL WATER AND SEWER anon STALLED IN ACCORDANCE WITH ACSA r -OST, d �-TCHLINE11 I SPECIFICATIONS. 3. WATER LINE SHALL BE DUCTILE IRON CLASS M 9' SF 52. 00 00 00 4. PERFORM TEST PITS TO VERIFY HORIZONTAL I noon, WWI LIMITS OF CONSTRUCTION lllililllililllilillliili 00 AND VERTICAL LOCATION, PIPE SIZE At ago A (TYPICAL) low no no - so 7 ­am, MATERIAL OF EXISTING WATER LINE - 4D 00 IF THIS DRAWING is A REDUCTION wo, 00" rn COORDINATE TEST PITS WITH VDOT, RWSA GRAPHIC SCALE MUST BE US`Eq,,• sAN—� 0 I'm ag i an 1 00 00 AND ACSA. CONTRACTOR SHALL PROVIDE 32.5' ACS ENT SAN 00 ALL NECESSARY TRAFFIC CONTROL IN SCALE: 1 20' A EASEMENT ag I (D ;;, an 00 SAN :7 ACCORDANCE WITH VDOT STANDARDS, THE oft womo WE !I! � _� I No so so, MUTCD, AND VA WORK PROTECTION I ago 0�0. SAN ON so I an an ga Sol so wo wo, wo MANUAL. CONTRACTOR SHALL GENERATE an SAN P TS o . 0 so go WWI. TRAFFIC CONTROL PLAN AS NECESSARY 20, oposs so wo 1 I III AND OBTAIN VDOT LAND USE PERMIT TO 0 20' SAN so •Oak SAN 1. ow wo I III PERFORM WORK IN VDOT R/W. TEST PITS - ----- wo so 1 20' ACSA EASEMENTSHALL BE PERFORMED AND TEST PIT � SAN a7:;LJI INFORMATION SHALL BE PROVIDED TO RWSA 17+00 AND ACSA PRIOR TO ORDERING ANY PIPING 6" STUBOUT AND PLUG H 17+50 RESTRAINED TO TEE MATERIALS. 00 CONNECT TO EXISTING 18" RWSA WATER LINE WITH 18"X1 2" TAPPING SLEEVE AND VALVE. 6" STUBOUT AND PLUG TEE 0 an! Nona,11-12 -X1 th CONTRACTOR SHALL COORDINATE WITH RWSA, 12-" Gv + RESTRAINED TO TEE. C_, / i - �0 - ACSA AND VDOT DURING CONSTRUCTION OF ow w, 1_12"W RED FH ASSEMBLY LOCATION IN THE CONNECTION TO THE EXISTING RWSA 18" n STONEFIELD TOWNCENTER GV WATERLINE. CONTRACTOR SHALL USE DUE 1-6 FINAL SITE PLAN. DILIGENCE TO PROTECT THE RWSA 18" WATERLINE DURING CONSTRUCTION AND -TAPPING. CONTRACTOR SHALL VERIFY THE 4" STUBOUT AND PLUG I 1-12"X6" TEE HORIZONTAL AND VERTICAL LOCATION, THE OUTSIDE DIAMETER AND THE PIPE MATERIAL OF RESTRAINED IfO TEE X1 1-12" GVv i 1-6" GV FOR FINAL WATERLINE LAYOUT, THE 18" WATERLINE PRIOR TO ORDERING THE TAPPING SLEEVE. RWSA SHALL BE CONTACTED 1-12GV "X4" TEE SEE STONEFIELD TOWN CENTER II III 1-4" 1 3 BUSINESS DAYS IN ADVANCE OF THE TEST FINAL SITE PLAN WPO# 2011-00059 "- I �f D PIT AND SHALL BE PRESENT DURING THE TEST BLOCK PIT. THE TAPPING SLEEVE SHALL BE APPROVED + BY RWSA PRIOR TO BEING ORDERED. THE A TAPPING CONTRACTOR SHALL BE APPROVED BY RWSA PRIOR TO THE TAP. A MINIIMUM OF 3 BUSINESS DAYS NOTICE SHALL BIE GIVEN PRIOR TO INSTALLATION OF THE TAPPING SLEEVE. THE 18"X12 TAPPING SLEEVE AND VALVE SHALL BE INSTALLED PLUMB. FOLLOWING THE PLACEMENT OF THE 18"X12" TAPPING SLEEVE, A CONCRETE A J I III I J, II PAD SHALL BE PLACED UNDER AND BEHIND THE TAPPING SLEEVE. PROVIDE 2-12" 90' S F VERTICAL BENDS, DEFLECT VERTICAL BENDS JACK & BORE PER VDOT STANDARDSI it SUCH THAT NEW CASING PIPE PROVIDES 2' 98.5 LF OF 24" STEEL CASING PIPE CLEARANCE BELOW EXISTING 18" RWSA WATER (0.50" MIN WALL THICKNESS) MAIN. 11 0 W/ 12" RESTRAINED JOINT D.I. CARRIER PIPE 4" STUBOUT RESTRAINED TON TEE SEE PLUG ACRONOTE NoSS ROUTE 429 SOUTH BOUND THROUGH LANES. + n . . j I I III/ 1-12"X6" TEE 11 1-12" GV an TE� T PIT LIMITS OF CONSTRUCTION an 1-6" GV ti (TYPICAL) 1-12"X6" TEE MIN 40 1 union - 1-12" GV 11001 1 no wo on as a I au 1-6" GV —12+ S F on No am ON 00100 1 W 4.51 BEND Sol on DNo 40 No ow III 13+00 wo Us no. ►4, 1, W Noon a so on us an D ow Noo 11011 -RLINE - 1 � �*O, 11+00 6" STUBOUT AND PLUG 12 WAfE I gaIgagai" 'amomm"'m 14+00 owl lao � RESTRAINED TO TEE. No moinot 0 no I M mi � so Ld + . BEND CD 45 EXISTING 18" A V RWSA WATERLINE _p an low on wo u on I m u --- on ob "a S TS [ on so I on wo I as, Im an aglow 20' ACSA EASEMENT on an am, I am IM6`-STUBOUT AND PLUG low No 1-12"X4" TEE RESTRAINED TO TEE. II I 1-12"X12" TEE 1-4" GV A TEST Pff- OF THE EXISTING iVAT RUNE WILL BE REQUIRED AT THE TIME OF IHE CASING 1-12"X6" REDUCER FH ASSEMBLY LOCATION IN 6" STUBOUT AND PLUG STONEFIELD TOWNCENTER RESTRAINED TO TEE SA GV FINAL SITE PLAN. INSTALLATION. IRW SHALL BEI `ICONTACTED 13 BUSINESS DAYS IN ADVANCE OF THE CASING III II INSTALLATION A, ND SHALL BE PRE T DURING �TH E CASING �STALLATION. `_R/ R/ __ -_ -'- _ - � I _ I II II I II , 00 6 fEW II -A�I III , I I INC p ZAIV 4,c V) J Q Ro .29 __2006Rd qp RE __0 4/po AND /C J opsI I I I 6�' ,/ E 2, Z_ 00 /L P q) /Ivl� _j , IMI CL M A L ADDRESSED COUNTY COMMENTS DATED 8/3/11 AND ACSA DAT 8/29fli DESIGNED BY: PROJECT.- 1A COMMENTS DATED 7/15/11. DAT STONEFIELD SET REV. NO. 2 ADDRESSED ACSA COMMENTS DATED 8/31/11. DAT 9/19f11 GPIqEERSDRAWN BY: BUILDING C1 —IV FINAL SITE PLAN 7 ca 4 REVISED WATERLINE ALIGNMENT FROM STA 11+20 TO STA 13+00 DAT 11/15/11 E will SURVIEYORS TLB ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER. - TITLE: PLANNERS 5 REVISED STUBOUT LOCATIONS PER TOWN CENTER PLAN DAT 12/22/11 00 DIHR BY: 0 OFFSITE GRADING, WATER AND SANITARY SEWER PLAN C-1 1 CN 'A AsSOCIATES HFW Z PO Box 4119 3040 Avernoree Square P1. SHEET NUMBER: Lynchburg, VA 24502 Chmlottesville,i, VA 22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: NO. Phone: 434.316.6080 Phone: 434.M4.2700 802644CC- 1 l.dwg CIVIL H:1"= 20' SHEET REVISION By DATE- NO. SHEET REVISION BY DATE 208026.44 V: NIA 6120111 14 of 35 1 WN s .5 �- ki ►-1 I vl ti - 0 rn 3 'a v % I v a- cci 0 00 0 v v v a, v 4 v O O7 i NOTES: 1. FOR STORM PIPE AND INLET COMPUTATIONS SEE DWG C-16. 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 GRADE WALL INTERIOR, AND SHALL FOLLOW ALL BEDDING AND GRADE BACKFILL REQUIREMENTS PER VDOT STANDARDS FOR PLASTIC Q PIPI PIPE. 8. 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' HORZ: 1 " = 50' 520 ADDRESSED COUNTY COMMENTS DATED 8/3/11 AND ACSA DAT 520 495 "a 4- 495 515 COMMENTS DATED 7/15/11. 490 515 rr J- " DAT 510 O+ ray 510 L 3 REVISED PROFILES SWM 5 THRU 60, 53 THRU 53.1, 54 THRU 54.2, 505 11/11/11 O 505 UGH 4 REVISED PROFILES 62.1 THRU 62, EX 46.5 THRU 64. DAT 11/15/111 500 495 REVISED TOPS ON STIR 62.1 AND STIR 62 JDB 500 495 n d d «� cp U) O DE -- _ BY RFE NO. - 490 I DATE I DE n 490 495 490 ___ - • 490 10+00 10+50 STORM PROFILE 485 it. 480 - 485 480 LF - - HDPE 3:49 485 • � :ate .., • 475 •• iili��i�ir� ' • 480 475 520 c I Il D -E 470 -o_- "d- 470 z - - Q_PR . 2 ---LF �tPE 475 465 515 470 465 460 , _ rn cwt M ± 00 4 I 460 510 455(-,-- '_ z ~ ~ 455 i z r7 I� d- N N -t C rl- d- d- 510 10+00 10+50 STORM PROFILE STRUCTURES EX43.6 THRU 61 PROP FINISHED - GRADE @ (L PIPE STORM PROFILE STRUCTURES SWM 5 THRU 60 (59� 59.1 (59.1 10+00 10+50 STORM PROFILE STRUCTURES 59 THRU 59.1 12.18 LF 15" HDPE @1.07% i iwrAm.� PROP FINISHED GRADE @ �_ PIPE 10+00 10+510 STORM PROFILE STRUCTURES 54 'THRU 54.2 1 ADDRESSED COUNTY COMMENTS DATED 8/3/11 AND ACSA DAT 8/29/111 495 "a 4- 495 490 COMMENTS DATED 7/15/11. 490 - 2 ADDRESSED ACSA COMMENTS DATED 8/31/11. DAT 9/19/1 1 O+ 4R5 445 3 REVISED PROFILES SWM 5 THRU 60, 53 THRU 53.1, 54 THRU 54.2, DAT 11/11/11 O 505 UGH 4 REVISED PROFILES 62.1 THRU 62, EX 46.5 THRU 64. DAT 11/15/111 7 REVISED TOPS ON STIR 62.1 AND STIR 62 JDB 3/23/1:2 n d d «� cp U) O Mill SHEET REVISION BY DATE NO. SHEET REVISION BY DATE I DE n 520 ? 495 490 ___ - • 490 10+00 10+50 STORM PROFILE STRUCTURES 53 THRU 53.1 - o ` m ...:. 485 • � :ate .., • 12"CS;8�2 IP •• iili��i�ir� ' • 480 W/ E -ST -R 1"QTS- 520 c I Il D -E - -o_- "d- 515 • - 10+00 10+50 STORM PROFILE STRUCTURES 59 THRU 59.1 12.18 LF 15" HDPE @1.07% i iwrAm.� PROP FINISHED GRADE @ �_ PIPE 10+00 10+510 STORM PROFILE STRUCTURES 54 'THRU 54.2 1 ADDRESSED COUNTY COMMENTS DATED 8/3/11 AND ACSA DAT 8/29/111 495 "a 4- 495 490 COMMENTS DATED 7/15/11. 490 - 2 ADDRESSED ACSA COMMENTS DATED 8/31/11. DAT 9/19/1 1 O+ 4R5 445 3 REVISED PROFILES SWM 5 THRU 60, 53 THRU 53.1, 54 THRU 54.2, DAT 11/11/11 O 505 UGH 4 REVISED PROFILES 62.1 THRU 62, EX 46.5 THRU 64. DAT 11/15/111 7 REVISED TOPS ON STIR 62.1 AND STIR 62 JDB 3/23/1:2 n d d «� cp U) O N0. I SHEET REVISION BY DATE NO. SHEET REVISION BY DATE I 11w ROUGH- GRADE @ q PIPE 00 500 r' " 500 PROP FINISHED @ Q_ PIPE 495 "a 4- 495 490 -- 70 490 - - -GRADE F �`�A ITEC�URAL F 485 rT O+ 4R5 445 10+00 10+50 11+00 11+50 12+00 12+50 STORM PROFILE STRUCTURES EX27.1 THRU 70 1515 520 515 475 465 C - 515 ohm O _ o I 170 -- 70 1 1 � - - � F �`�A ITEC�URAL F �� 0 O+ - 445 • TO -z O 505 UGH c� 525 O� N 001O 1D -;440 00 Wiz= n d d «� cp U) O f �, II-- `O O m O7> CO? odo DE n 520 ? 495 490 ___ - • 490 10+00 10+50 STORM PROFILE STRUCTURES 53 THRU 53.1 10+00 10+50 11+00 11+50 12+00 12+50 STORM PROFILE STRUCTURES EX27.1 THRU 70 1515 520 515 475 465 C - 515 -FIIVAE-REEL- ATION Via, _ o I z -- 70 1 1 � - - 455 F �`�A ITEC�URAL F �� 0 69 5125- • _vy.z 505 UGH c� 525 O� N 001O 1D I� O) � 00 00 50p n d d «� cp U) p7 II-- `O 495 DE n 520 ? 495 490 ___ - • 490 • - o ` m ...:. 485 - " 12"CS;8�2 IP 480 W/ E -ST -R 1"QTS- 520 c I Il D -E - -o_- "d- 515 - - Q_PR . 2 ---LF �tPE 475 �Q 515 470 W/ -R ED -JOINT cap no% 470 510 i - 465 - 510 465 - - 460 - 460 R eq - 455 - 505 - 455 I� 505 450 °lr°7- - 450 i N ' II- -I� 445 -a .- r 445 r i T 440 - ~v~i _ 440 '- r7 Ln h N d O O O f f ¢ o 10+00 10+50 11+00 STORM PROFILE STRUCTURES 57 THRU 57.2 -- 500 ---- ` --- ------ F 500 495 ., 4t1- - 495 490 -3fr 490 2 .33 LF -- ! HDP - 1 N - - 485 20.89 - 485 15---H FE 480 0' 480 - 475 475 x - 470 -- _ : O o N �� fid- ►>� �� 465 ,rte- -m d a -11 0 F I r d" N 465 - - o 460 ',x; - - ~ ? V) _- Z > ~ 9 460 d O r- rn �t f- n ro rn O n cD 7 O) O I O O IN O r ( r O) r O N N N N N N N d U') U� U-) LO LO 0 un In ![0 LO Ln 10+00 10+50 11+00 11+50 12+00 12+50 STORM PROFILE STRUCTURES EX27.1 THRU 70 1515 520 515 475 465 1 U+00 10+50 11+00 11+50 12+00 STORM PROFILE STRUCTURES EX46.4 THRU 64 57 57.1 57. C - 515 -FIIVAE-REEL- ATION Via, _ o I z <- 1 1 � - 455 F �`�A ITEC�URAL F �� 0 510 ~ • _vy.z 505 UGH c� 505 O� N 001O 1D I� O) � 00 00 50p n d d «� cp I� 00 07 rn p7 -- 1 U+00 10+50 11+00 11+50 12+00 STORM PROFILE STRUCTURES EX46.4 THRU 64 57 57.1 57. C - 515 -FIIVAE-REEL- ATION Via, _ o I 515 1 1 � 510 F �`�A ITEC�URAL F �� 0 510 • 505 UGH c� 505 -G FSA$C--- 1 , 50p - E -� v T 500 -- 495 DE n 495 490 ___ - • 490 • 485 m ...:. 485 12"CS;8�2 IP 480 W/ E -ST -R 1"QTS- - 480 475 . 2 ---LF 475 2"-C- S�-P 470 W/ -R ED -JOINT cap no% 470 i - 465 - 465 460 460 eq 455 - - 455 I� 450 °lr°7- - -LO- 450 i N ' II- -I� 445 -a .- r 445 r i T 440 - ~v~i _ 440 '- r7 Ln h N d O O O f f ¢ o 10+00 10+50 11+00 STORM PROFILE STRUCTURES 57 THRU 57.2 ENGMEERS SURVEYORS PLANVT4ERS AsSOCIAT. PO Box 4119 3040 Avemore SSquare Pl. Lynchburg, VA 24502 Chm1ott-ille, WA 22911 Phone: 434.316.6080 Phone: 434.9834.2700 'Nw W. W Wassomates.net 010IIIIIIII1 mm l +00 STORM PROFILE STRUCTURES 62 THRU 62.1 DESIGNED BY: PROJECT: SET REV. NO. DAT STONEFI ELD 7 DRAWN BY BUILDING C 1 -IV FINAL SITE PLAN REG TITLE: ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: DIHR BY: UTILITY PROFILES -STORM C- 14 HFIN WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE. SHEET NUMBER: 208026.44 802644C-C-14.dwg CIVIL H:1" 50� 61 , 1 % ® ,� V: 1"-10 / • 1 1 � • c� • • 010IIIIIIII1 mm l +00 STORM PROFILE STRUCTURES 62 THRU 62.1 DESIGNED BY: PROJECT: SET REV. NO. DAT STONEFI ELD 7 DRAWN BY BUILDING C 1 -IV FINAL SITE PLAN REG TITLE: ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: DIHR BY: UTILITY PROFILES -STORM C- 14 HFIN WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE. SHEET NUMBER: 208026.44 802644C-C-14.dwg CIVIL H:1" 50� 61 , 1 % ® ,� V: 1"-10 / ►47 ti E. Project: Building C -IV Site Plan By: DAT, RUN- OFF COEF nnonnc .n n rlo{n • MA . 12011 vvvvH I-'(VJvuL U1115rcl. ------ ,� - CURB INLETS ON GRADE TO POINT CURB INLETS ON GRADE RUN- OFF COEF CA INLET r_ N _ Q i p ® (1) ,in O c SLOPE Z ® Z O i U t9 Q cn c o� > ^ 45 > a 9 t= io CO X v Mn U) ° ° e5 Ili ° cmN +' i 'a -a 04 II r. UV II r_REMARKSQ CL i o .E Q ° . a __ w �� a oa tC V Z _ J F" UJ z *' M 4.0 4.0 0.90 0.04 0.90 0.04 4.00 0.14 0.00 0.14 0.010 0.020 3.41 2.00 0.59 0.020 1.00 0.91 0.17 0.08 0.10 3.39 1.18 0.07 1.00 0.14 0.00 Grade Inlet 53 DI -3B 54.1 D1 -3B 8.0 8.80 0.15 0.85 0.13 4.00 0.51 0.00 0.51 0.010 0.020 5.47 2.00 0.37 0.020 1.00 0.70 0.17 0.08 0.08 6.49 1.23 0.11 1.00 0.51 0.00 Grade Inlet 0.09 0.85 8.0 8.80 0.09 0.85 0.08 4.00 0.31 0.00 0.31 0.045 0.020 3.41 2.00 0.59 0.020 1.00 0.91 0.17 0.08 0.10 7.31 1.09 0.07 1.00 0.31 0.00 Grade Inlet 54.2 DI -3B 0.35 0.75 10.0 8.80 0.35 0.75 0.26 4.00 1.05 0.00 1.05 0.010 0.020 T.17 2.00 0.28 0.020 1.00 0.58 0.17 0.08 0.07 9.55 1.05 0.14 i.00 1.05 0.00 Grade Inlet 43.6 DI -3B 0.23 8.80 2.02 0.00 0.27 0.85 0.23 4.00 0.92 0.00 0.92 0.040 0,020 5.26 2.00 0.38 0.020 1.00 0.72 0.17 0.08 0.08 12.45 0.80 0.11 0.95 0.87 0.05 Grade Inlet 60 DI -3B 10.0 0.13 1.79 8.0 0.020 0.21 0.90 0.19 4.00 0.76 0.00 0.76 0.010 0.020 6.34 2.00 0.32 0.020 1.00 0.64 0.17 0.08 0.07 8.00 1.00 0.13 1.00 0.76 0.00 Grade Inlet 61 DI -36 0.00 5.54 14.0 0.045 0.74 0.85 0.63 4.00 2.52 0.00 2.52 0.020 0.045 5.20 2.00 0.38 0.050 1.11 0.74 0.18 0.09 0.11 12.77 1.10 0.24 1.00 2.52 0.00 Grade Inlet 62.1 DI -3B 63 D1 -3B 4.0 2.00 0.05 0.85 0.04 4.00 0.17 0.11 0.28 0.020 0.030 2.29 2.00 0.87 0.050 1.67 1.00 0.21 0.10 0.13 4.55 0.88 0.11 0.98 0.28 0.01 Grade Inlet 0.010 0.035 8.0 2.00 0.64 0.80 0.51 4.00 2.05 0.00 2.05 0.010 0.035 6.28 2.00 0.32 0.050 1.43 0.67 0.20 0.10 0.10 10.02 0.80 0.25 0.94 1.93 0.11 Grade Inlet 64 D1 -3B 5.76 2.00 8.0 0.020 0.11 0.85 0.09 4.00 0.37 0.00 0.37 0.025 0.020 4.10 2.00 0.49 0.020 1.00 0.83 0.17 0.08 0.09 6.94 1.15 0.08 1.00 0.37 0.00 Grade Inlet 67 D1 -31B 68 D1 -2B 6.0 0.72 0.06 0.90 0.05 4.00 0.22 0.01 0.22 0.025 0.020 3.39 2.00 0.59 0.020 1.00 0.91 0.17 0.08 0.10 5.37 1.12 0.07 1.00 0.22 0.00 Grade Inlet 5.42 2.00 10.0 0.020 0.17 0.85 0.14 4.00 0.58 0.00 0.58 0.065 0.020 4.04 2.00 0.50 0.020 1.00 0.84 0.17 0.08 0.09 11.06 0.90 0.08 0.99 0.57 0.01 Grade Inlet 69 D1 -2B 70 D1 -3B 12.0 0.020 0.15 0.85 0.13 4.00 0.51 0.00 0.51 0.080 0.020 3.70 2.00 0.54 0.020 1.00 0.88 0.17 0.08 0.09 10.95 1.10 0.07 1.00 0.51 0.00 Grade inlet 53.1 53 0.54 0.90 0.49 0.49 5.00 8.8 4.3 480.40 479.90 50.01 0.0100 15 0.013 6.5 5.3 9.5 487.94 7.54 53.1 INLETS ON GRADE CHECK STORM SEE DWG. C--22 FOR INLETS IN SUMP CALCULATIONS STORM SEWER DESIGN WWA PROJECT NUMBER 208026.44 COMPUTATIONS COUNTY Albemarle County DISTRICT DESCRIPTION Building C -IV Final Site Plan SHEET 1 OF 1 CURB INLETS ON GRADE TO POINT INLET RUN- OFF COEF CA INLET TIME (To) r_ N _ Q i p INVERT ELEVATIONS LENGTH SLOPE Z 0) u U' 4 °_ o ~ ('� U) C N °_ M X N If/1 I F- } S INLET No. C o N rn C9 ?j X ° 3 o 6 W m.� c= d -01� ttY 11 ° W x N 11 (D N 16 "' o' i0 C =.9 F UPPER! LOWER END END M T W a 5 .� > V d REMARKS W Z W W Z s '� _ 53 DI -3B 4.0 0.04 0.90 0.04 8.80 0.32 0.00 0.32 0.010 0.020 4.58 2.00 0.44 0.020 1.00 0.79 0.17 0.08 0.09 5.05 0.79 0.09 0.94 0.30 0.02 100yr Storm Check 54.1 DI -3B 8.0 0.0308 0.15 0.85 0.13 8.80 1.12 0.00 1.12 0.010 0.020 7.35 2.00 0.27 0.020 1.00 0.57 0.17 0.08 0.07 9.89 0.81 0.15 0.95 1.06 0.06 100yr Storm Check 8.0 59.1 0.09 0.85 0.08 8.80 0.67 0.00 0.67 0.045 0.020 4.58 2.00 0.44 0.020 1.00 0.78 0.17 0.08 0.09 10.90 0.73 0.09 0.91 0.61 0.06 100yr Storm Check 54.2 D1 -3B 43.6 D1 -3B 10.0 0.35 0.75 0.26 8.80 2.31 0.00 2.31 0.010 0.020 9.63 2.00 0.21 0.020 1.00 0.46 0.17 0.08 0.06 14.62 0.68 0.19 0.87 2.02 0.29 100yr Storm Check 60 D1 -3B 10.0 58 0.27 0.85 0.23 8.80 2.02 0.00 2.02 0.040 0.020 7.06 2.00 0.28 0.020 1.00 0.59 0.17 0.08 0.07 18.96 0.53 0.14 0.74 1.50 0.52 100yr Storm Check 8.0 0.21 0.90 0.19 8.80 1.66 0.13 1.79 0.010 0.020 f8.65 2.00 0.23 0.020 1.00 0.50 0.17 0.08 0.06 12.69 0.63 0.17 0.83 1.49 0.30 100yr Storm Check 61 D1 -3B 62.1 D1 -3B 14.0 57.1 0.74 0.85 0.63 8.80 5.54 0.00 5.54 0.020 0.045 7.02 2.00 0.28 0.050 1.11 0.60 0.18 0.09 0.10 19.08 0.73 0.33 0.91 5.02 0.51 100yr Storm Check 63 DI -3B 4.0 0.05 0.85 0.04 8.80 0.37 1.18 1.55 0.020 0.030 x.27 2.00 0.38 0.050 1.67 0.77 0.21 0.10 0.11 10.46 0.38 0.20 0.58 0.90 0.65 100yr Storm Check 64 01-3B 8.0 5.58 0.64 0.80 0.51 8.80 4.51 0.00 4.51 0.010 0.035 8.56 2.00 0.23 0.050 1.43 0.53 0.20 0.10 0.09 15.22 0.53 0.33 0.74 3.33 1.18 100yr Storm Check 67 D1 -3B 8.0 8.3 0.11 0.85 0.09 8.80 0.82 0.11 0.93 0.025 0.020 5.76 2.00 0.35 0.020 1.00 0.68 0.17 0.08 0.08 11.16 0.72 0.12 0.90 0.83 0.10 100yr Storm Check 6.0 0.06 0.90 0.05 8.80 0.48 0.24 0.72 0.025 0.020 5.24 2.00 0.38 0.020 1.00 0.72 0.17 0.08 0.08 9.75 0.62 0.10 0.82 0.59 0.13 100yr Storm Check 68 DI -2B 0.13 0.20 10.0 8.7 0.17 0.85 0.14 8.80 1.27 0.00 1.27 0.065 0.020 5.42 2.00 0.37 0.020 1.00 0.71 0.17 0.08 0.08 16.66 0.60 0.11 0.81 1.03 0.24 100yr Storm Check 69 D1 -21B 12.0 0.15 0.85 0.13 8.80 1.12 0.00 1.12 0.080 0.020 4.98 2.00 0.40 0.020 1.00 0.75 0.17 0.08 0.08 16.42 0.73 0.10 0.91 1.02 0.11 100yr Storm Check 70 DI -3B 53.1 53 0.54 0.90 0.49 0.49 5.00 8.8 4.3 480.40 479.90 50.01 0.0100 15 0.013 6.5 5.3 9.5 SEE DWG. C--22 FOR INLETS IN SUMP CALCULATIONS STORM SEWER DESIGN WWA PROJECT NUMBER 208026.44 COMPUTATIONS COUNTY Albemarle County DISTRICT DESCRIPTION Building C -IV Final Site Plan SHEET 1 OF 1 FROM POINT TO POINT AREA DRAIN "A" RUN- OFF COEF CA INLET TIME (To) RAIN FALL (110) RUNOFF Q INVERT ELEVATIONS LENGTH SLOPE DIA MANNING's n CAPA- CITY (FULL) VEL (FULL) FLOW TIME REMARKS SEC TOP INLET ELEVATIONS INLET DEPTH (H) INLET No. ACRES C INCRE- MENT ACCUM- ULATED MIN IN/HR CFS UPPER! LOWER END END FT FT/FT IN DRAWING NUMBER: C-16 CFS FPS FT FT BUILDING C -IV DRAINAGE TITLE: STORM DRAIN CALCULATIONS D HR BY: HFW 7 INLET CALCS REMOVED STIR 62 FROM GRADE I JDB 3/23/12 60 59 0.47 0.87 0.41 0.41 5.00 8.8 3.6 488.55 486.62 61.92 0.0308 15 0.013 11.4 9.3 6.7 493.77 5.24 60 SHEET REVISION BY DATE 59.1 59 0.02 0.90 0.02 0.02 5.00 8.8 0.2 488.45 488.21 20.95 0.0129 6 0.013 0.6 3.3 6.4 1 492.00 3.52 59.1 59 58 0.57 0.90 0.51 0.94 5.11 8.7 8.2 486.42 486.31 20.97 0.0052 24 0.013 16.4 5.2 4.0 492.02 5.60 59 58 57 0.07 0.90 0.06 1.00 5.18 8.7 8.7 486.111 485.62 1 98.13 0.0050 24 0.013 16.0 5.1 1 19.2 492.00 5.89 58 57.2 57.1 0.06 0.45 0.03 0.03 5.00 8.8 0.2 486.50 486.40 19.92 0.0050 12 0.012 2.7 3.5 5.7 507.00 20.50 57.2 57.1 57 - - - 0.03 5.10 8.7 0.2 486.20 485.66 108.38 0.0050 12 0.012 2.7 1 3.5 31.2 491.00 4.80 57.1 57 56 1.71 0.90 1.54 2.57 5.50 8.5 21.9 485.42 484.30 223.33 0.0050 30 0.013 29.1 5.9 37.6 491.00 5.58 57 56 55 - - - 2.57 6.13 8.3 21.2 484.10 481.73 27.14 0.0873 30 0.013 121.5 24.8 1.1 491.34 7.24 56 55 54 0.27 0.85 0.23 2.80 6.14 8.3 23.1 481.53 478.97 85.40 0.0300 30 0.013 71.2 14.5 5.9 489.66 8.13 55 54.2 54.1 0.09 0.85 0.08 0.08 5.00 8.8 0.7 479.72 479.30 42.01 0.0100 15 0.013 6.5 5.3 8.0 488.45 8.73 54.2 54.1 54 0.15 0.85 0.13 0.20 5.13 8.7 1.8 479.10 478.97 12.18 0.0107 15 0.013 6.7 5.5 2.2 486.96 7.86 54.1 54 53 0.25 0.85 0.21 3.21 6.24 8.2 26.4 478.77 478.60 32.27 0.0053 30 0.013 29.9 6.1 5.3 5' ID 487.18 8.41 54 53.1 53 0.54 0.90 0.49 0.49 5.00 8.8 4.3 480.40 479.90 50.01 0.0100 15 0.013 6.5 5.3 9.5 487.94 7.54 53.1 53 52 0.04 0.90 0.04 3.74 6.33 8.2 30.6 478.40 478.27 24.26 0.0054 36 0.013 49.0 6.9 3.5 5' ID 487.28 8.88 53 52 51 - - - 3.74 6.39 8.2 30.5 478.07 477.22 105.11 0.0081 36 0.013 60.1 8.5 12.4 5' ID 487.33 9.26 52 51 50 0.13 0.90 0.12 3.85 6.60 8.1 1 31.1 477.02 476.57 22.54 0.0200 36 0.013 94.5 13.4 1.7 5' ID 486.80 9.78 51 50 49 0.17 0.90 0.15 4.01 6.62 1 8.1 32.3 476.37 475.97 64.00 0.0062 36 1 0.013 52.9 7.5 8.6 5' ID 486.80 10.43 50 49 48 1.18 0.90 1.06 5.07 6.77 8.0 40.6 475.77 475.17 114.30 0.0052 36 0.013 48.5 6.9 16.7 5' ID 486.59 10.82 49 48 EX SWM 5 0.26 0.90 0.23 5.30 7.04 7.9 41.9 474.97 474.78 36.22 0.0052 36 0.013 48.4 6.9 5.3 5' ID 485.82 10.85 48 D1 DRAINAGE 70 69 0.15 0.85 0.13 0.13 5.00 8.8 1.1 502.00 499.00 56.78 0.0528 15 0.013 14.9 12.1 4.7 509.81 7.81 70 69 68 0.17 0.85 0.14 0.27 5.08 8.7 2.4 498.80 494.50 124.21 0.0346 15 0.013 12.1 9.8 12.6 505.16 6.36 69 68 67 0.06 1 0.90 0.05 0.33 5.29 8.6 2.8 494.30 494.00 28.36 0.0106 15 0.013 6.7 5.4 5.2 500.50 6.20 68 67 66 0.11 0.85 0.09 0.42 5.38 8.6 3.6 493.80 493.60 20.89 0.0096 15 0.013 6.3 5.2 4.0 501.08 7.28 67 66 EX 27.1 2.55 0.45 1.15 1.57 5.44 8.6 13.4 493.4(0 492.20 22.33 0.0537 15 0.013 15.0 12.2 1.8 499.00 5.60 66 64 63 0.64 0.80 0.51 0.51 5.00 8.8 4.5 496.424 495.50 29.09 0.0323 15 0.013 11.6 9.5 3.1 501.53 5.09 64 63 62 0.05 0.85 0.04 0.55 5.05 8.7 4.8 495.3(0 491.04 147.84 0.0288 15 0.013 11.0 9.0 16.5 500.52 5.22 63 62.1 62 0.74 0.85 0.63 0.63 5.00 8.8 5.5 491.7(6 491.04 39.54 0.0182 15 0.013 8.7 7.1 5.6 494.73 2.97 62.1 62 EX 46.4 0.70 1 0.85 0.60 1.78 5.33 8.6 15.3 490.84 490.67 28.89 0.0059 24 0.013 17.4 5.5 5.2 495.19 4.35 62 61 EX 43.6 0.21 0.90 0.19--t--071 9 5.00 8.8 1.7 487.8(0 487.00 22.91 0.0349 15 0.013 12.1 9.9 2.3 494.35 6.55 61 1 ADDRESSED COUNTY COMMENTS DATED 8/3/11 AND ACSA DAT 8/29//11 5� '. g �`V,FR EIR W14 • '"` ' f � 1 �A W.A ENGIlNEERS SURVEYORS PLA11�INERS ' PO Box 4119 3040 Avem©re Square P1. Lynchburg, VA24502 chuiotte illte,VA22911 Phone: 434.316.6080 Phone: 4354.984.2700 www.wwassocuumnet DESIGNEDDABY: PROJECT: STONEF(ELD BUILDING C 1-1V FINAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA SET REV. NO. COMMENTS DATED 7/15/11. DRAWN BY: REG 2 ADDRESSED ACSA COMMENTS DATED 8/31/11. DAT 9/19/11 DRAWING NUMBER: C-16 4 REVISED DRAINAGE CALCS REGRADE AND D1 PARKING CHANGE. DAT 11/15/11 TITLE: STORM DRAIN CALCULATIONS D HR BY: HFW 7 INLET CALCS REMOVED STIR 62 FROM GRADE I JDB 3/23/12 SHEET NUMBER: NWA NUMBER: 208026.44 FILE NAME: 802644C_C-16.dwCj DISCIPLINE: CIVIL SCALE: NSA DATE: 6120/11 NO. SHEET REVISION BY DATE N0. SHEET REVISION BY DATE 3 I\ I c� �I 0 3 Z ti V) n. I 'd- b- cci nl O co 0 N i a U a CL w a .Q 0 00 O cN y EROSION & SEDIMENT CONTROL NARRATIVE I. PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT IS FOR THE CONSTRUCTION OF BUILDING C -IV, PARKING IN BLOCK D1, SWANSON DRIVE TO THE ENTRANCE OF BUILDING C -IV AND A PORTION OF INGLEWOOD DRIVE AND MAIN STREET. THIS PLAN IS WITHIN THE LIMITS OF THE ALBEMARLE PLACE EROSION AND SEDIMENT CONTROL PLAN WPO -200900074. THIS PROJECT WILL INVOLVE DISTURBING APPROXIMATELY 10.80 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 WILL BE A WATERLINE CONNECTION IN HYDRAULIC ROAD NEAR INGLEWOOD DRIVE AND A WATERLINE CONNECTION IN ROUTE 29 MEDIAN APPROXIMATELY 300 FEET NORTH OF THE INTERSECTION OF HYDRAULIC ROAD. 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-23 FOR WATER QUALITY FEATURES PROPOSED WITH THIS SITE PLAN. VIII. OFF-SITE ACTIVITIES OFF-SITE ACTIVITIES INCLUDE TWO WATERLINE CONNECTIONS IN THE VDOT ROW AS DESCRIBED IN SECTION IV OF THIS NARRATIVE. 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 I" MUST 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 SHALL HAVE A WATER TRUCK WITH 2 PRESSURE WASHERS AT ALL TIMES. WASH WATER MUST BE CARRIED AWAY FROM THIS ENTRANCE TO AN APPROVED SETTLING AREA TO REMOVE SEDIMENT. ALL SEDIMENT SHALL BE PREVENTED FROM 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. 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. 6. OUTLET PROTECTION (OP), 3.18; INSTALL AS SHOWN ON THE PLANS TO PREVENT SCOUR AT STORMWATER OUTLETS AND MINIMIZE DOWNSTREAM EROSION. 7. 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. 8. DUST CONTROL (DC), 3.39: PROVIDE DUST CONTROL AS SHOWN ON PLANS TO HELP REDUCE THE PRESENCE OF AIRBORNE SUBSTANCES DURING LAND DISTURBING ACTIVITIES. 1 ADDRESSED COUNTY COMMENTS DATED 8/3/11 AND ACSA DAT 8/29,,/11 COMMENTS DATED 7/15/11. 2 ADDRESSED ACSA COMMENTS DATED 8/31/11. DAT 9/19,/11 No. .SHEET REVISION BY I DATE I No, 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 ACRE 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 WIITHIN 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. SHEET REVISION BY I DATE IN 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 REGULATIONS. 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 310 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, INISPECTED, 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 THE 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. 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. 8. OUTLET PROTECTION/ RIPRAP (3.18): INSPECT AFTER RAINFALL EVENTS TO CHECK FOR SCOUR. 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-COINSTRUCTION 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 OY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTFROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. ENGITNEERS SURVEYORS PLANNERS AsSOCIATES PO Box 4119 3040 Avemmre Square PI. Lynchburg, VA 24502 Charlomsvillle, VA 22911 Phone: 434.316.6080 Phone: 43N.984.2700 www. w wassonatesmct 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 I'S TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST OF 50/510 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 BOLBS/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. VERIFY THE EROSION AND SEDIMENT CONTROLS ASSOCIATED WITH THE ALBEMARLE PLACE ROUGH GRADE PLAN WPO -2009-00074 ARE IN PLACE PRIOR TO CONSTRUCTION. 3. INSTALL CONSTRUCTION ENTRANCES, DIVERSION DIKES, TEMPORARY INLETS, TEMPORARY PIPING, AND PERIMETER SILT FENCE. 4. INSTALL TEMPORARY DROP INLET STORM STRUCTURE 66 TO CONVEY OFFSITE CLEAN WATER. 5. INSTALL STORMWATER CONVEYANCE CHANNEL SCC -1 WEST OF INGLEWOOD DR. AND OUTFALL INTO TEMPORARY DROP INLET STORM STRUCTURE 66. 6. INSTALL RETAINING WALLS. 7. PERFORM FINE GRADING TO PAD AND ROAD SUBGRADE ELEVATIONS. 8. INSTALL STORM DRAINS, PARKING LOT AND ROADWAY PAVEMENT, UTILITIES, AND FOOTINGS. 9. INSTALL INLET PROTECTION AS STORM DRAIN INLETS ARE CONSTRUCTED. 10. STABILIZE DISTURBED AREAS. 11. INSTALL LANDSCAPING AROUND NORTH BASIN, 12. 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. 13, TEMPORARY PIPES SHALL BE FILLED WITH FLOWABLE FILL ONCE SITE IS STABALIZED. 14. CLOSE OUT THE PROJECT. DESIGNED BY: DAT DRAWN BY: TLB DIHR BY: HFW WMA NUMBER: 208026.44 PROJECT STONEFI ELD BUILDING C 1 -IV FINAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA TITLE: EROSION AND SEDIMENT CONTROL NARRATIVE FILE NAME: DISCIPLINE: SCALE: DATE: 802644C_C-17.dwg CIVIL H: AS SHOWN 6 J2n/1 1 V: N/A / SET REV. NO. 7 DP,AWING NUMBER: C-17 SHEET NUMBER: 20 of 35 �y co a+ I U N C� 00 0 N v II CL Q) Q II E Q) .s� Q w N O 00 O N 9 FW - co !F�5 Paved construction entrance for erosi I on control plans CONSTRUCTION OF A SILT FENCE CRA VEL, CURB INLET SEDIMENT SILT FENCE DROP INLET T YPI CA. L, WA. TER WA Y (WITHOUT WIRE SUPPORT) PROTECTION CROSS—SECTIONS' ------------� 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH �I� �� 11 10, d f q UPSLOPE ALONG THE LINE OF 2 X 4° WOOD FRAME COMPACTED SOIL * STAKES. — DROP INLET . WITH GRATE k6' MAX. 'VVI -71,10 EF N FRAME �� , 1.5' MAX, yBASE' P-EQEILTYPICAL CONCRETE LINED DITCH TYPICAL LIN (DITCH 3' MINy TYPICAL VEE CROSS-SECTIONS 70 k , FLOW / -�� O.:.x4 A (III (IIII GATHER \� _ 'c. C,X EXCESS I " 4" /- � 1 � AT CORNERS �-�„ D _6re 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT PARABOLIC WATERWAY CROSS-SECTION f� ? TO STAKES AND EXTEND THE EXCAVATED SOIL. � PERSPECTIVE VIEW `g 'M N, IT INTO THE TRENCH. F' I Sit' 12' GRAVEL FILTER \ TYPICAL RIRRAP CHANNEL RUNOFF WATER WIRE MESH STAKE D / # El `r' J1 TFu i=.11. / �� FILTERED WATER W = i s s [. � '.. / ��----.�.. KEY IN CLOTH) i! I A w 1 L i ^ 1: I - 4 FABRIC PLA_ SII SII SII SII FILTER CLOTH NOTE: ALTHOUGH FILTER CLOTH IS III - PREFERED, A GRANULAR FILTER MAY BE SUBSTITUTED FOR ILLTII I��� L FLOW III — T 1' MIN FILTER CLOTH. ( FOR PHYSICAL REQUIREMENTS, SEE STD. & SPEC. 3.19, RIPRAP) H. I� TYPICAL CONCRETE CHANNEL SHEET FLOW INSTALLATION SEDIMENT D l 1 EXPANSION JOINT A ]ELEVATION OlF STAKE AND (90' SPACING) (PERSPECTIVE VIEW) 12°° FABRIC ORIENTATION DETAIL A � CONCRETE GUTTER CURB INLET FAB T N FLOW o A 3'MAx. o A AnifiliII1 111 w fltet fil1� Of 1 61 ,h must be ui isi lflacl -,cath a 1111t1tiwuu I itls:`11.bI11fI1: o o \ � B shuto alv I,II °izl antil ztla . 1Il ll ti o 1_ hlclt «; f6t�'1tlE?a.11l�t : ���// � SPECIFIC APPLICATION NOT TO SCALE #4-18" DOWEL A =.4 ff�t�'a7Ia11� it Wash tIl 1 erl1way vI1 it tllTzt ko SPECIFIC APPLICATION s"�- LOCATED AT JOINTS , Itala%�l�re�1 ,we�lg area tot���o�,e � �,k�Iet�t �ll�)E)e I�fe�.e1lt�l �0I11 THIS METHOD OF INLET PROTECTION LS APPLICABLE WHERE THE ( ` 6X6 WELDED WIRE FABRIC THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER ° AS REQUIRED o s 1� 11tH t It 11 fill , €f c'II or watemcfuvse�:` `%� � \/ WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED EXCEEDING 1 C.F.S.) ARE TYPICAL. TH]E METHOD SHALL NOT o w ° PAVED WASH RACK AREAS. °'o 0 0 0 0 0 0 0° o e g o e o 0 8 0 o g o o g o o o o o o o o o o 0 3" DIA. WEEP 0 �E POINTS A SHOULD BE HIGHER THAN POINT B. APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS ° a ° ----------- ° 0, o e o o °$o ° HOLE, W o.c. o°o°ooaooao°a��a.e * IN STREET OR HIGHWAY MEDIANS. P c DRAINAGEWAY INSTALLATION GRAVEL SHALL BE VDOT #3, #3r�7 OR 5 COARSE AGGREGATE. �P SECTION A A SCC (FRONT ELEVATION) TRAPEZOIDAL WATERWAY CROSS-SECTIONS NOTE: IN LIEU OF A WATER TAP EACH CONSTRUCTION ENTRANCE SHALL SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control,VA. DSWC PLATE. 3.05-2 HAVE A WATER TRUCK WITH 2 PRESSURE WASHERS AT EACH P SOURCE: VA. DSWC PLATE 3.07-6 � SOURCE: VA. DSWC CONSTRUCTION ENTRANCE AT ALL TIMES. Sherwood and Wyant SOURCE: N.G. Erosion and Sediment Control Planning and Design Manual 1988 PLATE x.07-1 PILATE 3.1 7-1 TYPICAL - /� /��9 y //��/j /� /��Q� %(��y )j]�� 7� p�-gTy (7�\�/T 1� X '�� � '� �L � �.�J 1 '�' 1C d 1L TION � �L T ��� �f � � � �J � TMENT 4' T — I TEMPORARY RIGHT—OF—WAY T EA TMENT =— I (SOIL �� -� TA BILI A TION BLANKET) SOIL STABILIZATION BLANKET) INSTALLATION CRITERIA �DIVERSIONSDIVERSIONST�'1��PORARY DIV�'SIC1�� DIKE SHALLOW VDOT #1 SLOPE ANCHOR SLOT COARSE AGGREGATE :—^ Ig" MIN' NOTES APPROXIMATELY 200 STAPLES REQUIRED ON SHALLOW SLOPES, STRIPS Or PER 100 SO. YDS. OF MATERIAL ROLL. Compacted SOlI III, 1111 NETTING PROTECTIVE COVERINGS ANCHOR SLOTS, JUNCTION SLOTS &_ 1111111-111111 III- MAY BE APPLIED ACROSS CHECK SLOTS TO BE BURIED 6" TO 12". THE SLOPE. "I li = = -II„IIII= 12” MAX. 4:1 OR FLATTER 18" min. _--"'-- �---�--�--'� =I SLOT 6" MAX. STEEPER THAN 4:1 F _ _ _ �� - -` Flow JUNCTION SLOT - -III-III-III =1 EDGE AND END JOINTS— r TO BE SNUGLY ABUTTED BERM _ CHECK SLOT_ III=III- (JUTE MESH WILL HAVE WHERE THERE IS A BERM AT THE TOP OF THE SLOPE, =III=III-III III=III=III=III=III= - TERMINAL FOLD STAPLED LAP JOINT IN 6' BRING THE MATERIAL OVER THE BERM AND ANCHOR IT MINI UM 11 -111=111=III=111=1 LIEU OF EDGE JOINT) Tw BEHIND THE BERM. =III=III=III=III=III= _-�`` 4.5 171117. LAP JOINT 2" MIN. I -7mI I1 11=1 1 11 1 11 11=1 11-I 11-I 11=1 1 11 11- I I I -III=III-III=III=III=III=III=III- (JUTE MESH ONLY) -iii-ii III=III=III=1' TAMP FIRMLY I -I III -1 STEEP ANCHOR SLOT I I D D - 5' MAX. 4:1 OR FLATTER SLOPE 3' MAX. STEEPER THAN 4:1 2» TYPICAL GRAVEL STRUCTURE I IL�ll m=u r=u r T I —I =111` 11 7 —171=11 6" TO 12" I—I I I ON STEEP SLOPES, APPLY = — J-1 =i L 1 I I I I I SOURCE: VA. DSWC T1=1 I I I( 71 i- I I I=1 11=J -L =I I SLI PROTECTIVE COVERING PARALLEL _m --i=11 ITI-111�111-ll=III PLATE 3,09-1 =III=III=1 TO THE DIRECTION OF FLOW ,T1 -III-III= AND ANCHOR SECURELY. - 1I.T—T=1 I I 5 S � I I *CHECK SLOT `I I I I COMPACTED SOIL '1 11111II- TAMP CHECK SLOT 1" TO 2" -IIIIII-I 1=1 11 11 11 G i 3 I -III III-III=III=III=III- FIRMLY - z T u u VAR. VAR. �— 4„ 6"TO12"00 PLAN VIEW --—�`�—=�� TEMPORARY �c PERMANENT SEEDING SCHEDULE 3.32—Dy BRING MATERIAL DOWN TO A LEVEL AREA BEFORE_-II�III Ilk=II II 1-I I- =III=1 o�� V 1=111 Li =tT= 1 T IT l-ITI: MIN ^Ijp �I p�pgp� _ TERMINATING THE INSTALLATION. TURN THE END I1--SII-ii�iff�[-_ i�f-iiii�-iii= ���IT ILBVV� ®I/�Y.2f\/ilVp 1S vI UNDER 4" AND STAPLE AT 12" INTERVALS. !J STAPLE FORMED FROM N0.11 STEEL WIRE. LAWN TYPE SEEDING RATE PER ACRE 12" *CHECK SLOTS AT MIN. =j t 1�1I� 8" STAPLE MIN. LENGTH FOR SANDY SOIL. so C -C INTERVALS; NOT REQ"COMBINATION WITH ALL 11 HIGH MAINT-ENANCE 0 6" STAPLE MIN. LENGTH FOR OTHER SOIL. Y-- j� KENTUCKY 31 OR "COMBINATION"BLANKETS '`-"-�"- 00 DITCH Flow JUNCTION SLOT _ TURF -TYPE TALL FESCUE 200-250 LBS TAMP L LOT AREA) N SEEDING DATE SEASONAL NURSE CROP IN DITCHES, APPLY PROTECTIVE COVERING FIRMLY TERMINAL FOLD PARALLEL TO THE DIRECTION of FLOW. 2 TAMP FIRMLY t7M FEB. 16 THRU APRIL ANNUAL RYE 4" �' MINIM KENTUCKY 31 FESCUE 128 LBS USE EINGECK RLOTSIN T RE UIRCEN. AVOID ' GENERAL SLOPES RED TOP GRASS 2 LBS MAY 1 THRU AUG 15 FOXTAIL MILLET z THE DITCH IF AT ALL POSSIBLE. N N 3:1 OR LESS SEASONAL NURSE CROP 20 LBS AUG 16 THRU OCT ANNUAL RYE 1=III--�i-m-T�=_ i� _ _LT�T-m= -11 o�Il CII tl-Iil=ljl_-u�lil-li�rEiI=11 1=J-uI _ 11 N NOV THRU FEB 15 WINTER RYE' rID - I 1 -LII- -� I cul-ITI- W =III- =ITI-r:i-rE iri-{=r�=Ei T=IT `������Z �A��`����J����IE =F�m_i =-m=m=m= n USE GROUND COVER PLANTINGS ti -III- =111;111-ITr- -ll-11= _rn I,�I1�1I1-IFI 1 I,1=1i,=111=I1,-,-H LOW MAINTAANCE T!-: II L- loll mn ul=ll=l m=� 1=1i1=1=11 -I AND/OR VINES IN ACCORDANCE WITH B/M m m rn r��-n CRW � SLOPES 2:1 OR STEEPER TABLE 3.37--C OF THE VESCH. �3 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 i 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 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 SUMMER. 00 2. SLOPES O THE SLO E& AT PERMANENT WITH PERMANENTSEEDI GSRATESCIN LiEULINING OFMAY USI G THE EC ANNUAL2 INERRYE TOHADLLOWEFORWEROSION TACKIFIER PROTECTION PRIOR i TO GROUND COVER PLANTING. n� r� CL ADDRESSED COUNTY COMMENTS DATED 8/3/11 AND ACSA DAT 8/29/111 DESIGNED BY: PROJECT: Ito v COMMENTS DATED 7/15/11. "` DT STONEFI ELD SET REV. No. Q 2 ADDRESSED ACSA COMMENTS DATED 8/31/11. DAT 9/19/111 ENGINEERS DRAWN BY: BUILDING C 1—IV FiNAL SITE PLAN 7 g SURVEYORS TLB ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: N ,PER T -j TITLE: o 00 PLANNERS EROSION AND SEDIMENT CONTROL DETAILS C-20 A sSOCIATES i _1» HFW PO Box 4119 3040 Avemore: Square �PI. SHEET NUMBER: � g Lmehburg,VA24502 chulottesvIle, VA WVVA NUMBER: FiLE NAME: DISCIPLINE: SCALE: DATE: «� Ph one: 434.316.6080 Ph one: 43 802&44C_C-20.dw CIVIL H: AS SHOWN NO. SHEET REVISION BY DATE N0. SHEET REVISION BY DATE �, �W.�-wassoeLafesn&t 208026.44 9 V: N/A 6%20/1 1 24- of 35 3 Zs N U UI tt- cs, CN 00 / ts, 3 v Z CL I c.' °q- d- 00 0 N v a Q) Q a co 0 N end. unit This barricade is to be placed at the end at all dead end streets. Lumber di uensions are nauxinaal sizes. smooth, sealedl:cencapsulated tens materialThe rsflectsrixed area shall have a enter surface. The, predominant color for other barricade components 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 lightweight materials: and have nes rigid stay bracing. planks are to be fastened to posts with Z - 3/8" x 6 l/ "carria e bolts and washers or with. 2 - 7/16'x x 4 lag screws and ushers. Holts .and sc=rews are not to be placed closer than " from the edge of planks. The following note shall appear on all plans: 'The barricade shall be removed at such time as the need no longer exists. as determined by the zrectcsx.' if the barricade is within VDOT R/W, a permit is needed for its removal. CHARACTERISTICS Color of stripes Reflectorized red and reflectorixed white Width of rail. 8" min. -- 12' max. Number of refl:eetorized rail faces 3 if facie traffic in 1 direction 6 if facing traffic in 2 directions This barricade and anther traffic barricades are described In the latest edition of VDOT's Work Areaprotection i autzs Standards and Guidelines and MI)lCl3. STANDARD TRA.MC BARRICADE SIGNAGE AND STRIPING LEGEND ID ITEM SPECIFICATION) DESCRIPTION STOP SIGN COSTO (MUTCD W1-1) SINGLE POST 21 SPEED LIMIT SIGN - 25 MPH SPEED (MUTCD R2 -1C) LIMIT 25 F 6" SINGLE SOLID WHITE LINE (TYP) © 6" SINGLE SOLID YELLOW LINE (TYP) F7 6" DOUBLE SOLID YELLOW LINE (TYP) ® 4" SINGLE SOLID WHITE LINE (TYP) ® 4" SINGLE BROKEN LANE WHITE LINE 10 4" SINGLE MINI -SKIP WHITE LINE 11 24" SINGLE SOLID WHITE LINE (TYP) 12 PAVEMENT MESSAGE MARKING (TYP) 13 NONVEHICULAR PEDESTRIAN AHEAD (MUTCD 11-2 & W16 -9P) AHEAD 14 DEAD END AHEAD DEAD END (MUTCD W14-1 & W16 -9P) AHEAD 1 ADDRESSED COUNTY COMMENTS DATED 8/3/11 AND ACSA COMMENTS DATED 7/15/11. 2 ADDRESSED ACSA COMMENTS DATED 8/31/11. NO. .SHEET REVISION 1 GENERAL NOTES, 1, THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOVES, 2, TECTA8LE WARNING TO BE CLASS A-3 CONCRETE (CLAS A-4 F PRECAST) WITH SLIP RESISTANT INTEGRAL. SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOM BY 2 FOOT IN LENGTH IN THE ACTION OF PEDESTRIAN TRAVEL= OS€IR TYPES MATEi1A4 WITH T iIvNCATEp DOVES I3ETECTAi E WARi!I6NG MAY BE USED WTH THE APPROVAL Or THE ENGINEER 4, 1tt°7 WAXX .s»n TEC OF CLUB RAMP MAY POURED �LITH#CALLY WITH RAND TYPE A BLOCK # SPACE FLOOR BY USIN4t PER9u8S F CL3N'STRLICTION JOINT WITH REOUIRED BARS. PERPENDICULAR GRCiI IPIFi LINE -DIRECTIONAL • NOTES- FOR GENERAL NOTES ON THE'. DETDETECTABLE WARNINGSURFACE,SURFACE,3. 2400 ► ARROW + EARTH ROAD NAME SIGN (NAME) TR SUFFIX SPACE BOTH SIDES OF -W CONCRETE COVER I jz'. SINGLE POST SR 291 STATE ROUTE # 12-i V L ISN. 1 1I3 I3Fi- 1/10 R X D X BE13i3IFiCi X D X RET I)II G � D„ CWS / CURB AND GUTTER SLID TRANSITIONS ADJACENT TO CURB RAMPS SPACE X .� D � �'E }I ARE INCLUDED IN PAYMENT FOR CURB t CURB AM GUTTER. ROAD NAME ,& 7.. CURB RA?VPS, ARE TO RE LOCATED AS SHOWN ON THE PLANS OR 45 DIRECTED TO BE PROVIDED AT INTERSECTIONS wHEKvER TYPE 8 PARALLEL SPACE BY THE ENGINEER. THEY ARE AN ACCESSIBLE ROUTE "WITHIN THE RIGHT OF WAY OF A AY FACILITY ® RIGHT TURN ONLY CROSSES A i URa REGARDLESS OF WHETHER SIDEWALK 154 CXIS€NIG. PROPOSED, " (MUTCD R3 -5R) ONLY *' r"a x'�r!r'$-r. r`rfr'"+~`r1r'`n"` . p «..m.,. i"FrJ.s.�'r't fF`f"' e � .r✓Yr"Jt''r'f P"'K"�r"'{ .: J F 6" SINGLE SOLID WHITE LINE (TYP) © 6" SINGLE SOLID YELLOW LINE (TYP) F7 6" DOUBLE SOLID YELLOW LINE (TYP) ® 4" SINGLE SOLID WHITE LINE (TYP) ® 4" SINGLE BROKEN LANE WHITE LINE 10 4" SINGLE MINI -SKIP WHITE LINE 11 24" SINGLE SOLID WHITE LINE (TYP) 12 PAVEMENT MESSAGE MARKING (TYP) 13 NONVEHICULAR PEDESTRIAN AHEAD (MUTCD 11-2 & W16 -9P) AHEAD 14 DEAD END AHEAD DEAD END (MUTCD W14-1 & W16 -9P) AHEAD 1 ADDRESSED COUNTY COMMENTS DATED 8/3/11 AND ACSA COMMENTS DATED 7/15/11. 2 ADDRESSED ACSA COMMENTS DATED 8/31/11. NO. .SHEET REVISION 1 GENERAL NOTES, 1, THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOVES, 2, TECTA8LE WARNING TO BE CLASS A-3 CONCRETE (CLAS A-4 F PRECAST) WITH SLIP RESISTANT INTEGRAL. SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOM BY 2 FOOT IN LENGTH IN THE ACTION OF PEDESTRIAN TRAVEL= OS€IR TYPES MATEi1A4 WITH T iIvNCATEp DOVES I3ETECTAi E WARi!I6NG MAY BE USED WTH THE APPROVAL Or THE ENGINEER 4, 1tt°7 WAXX .s»n TEC OF CLUB RAMP MAY POURED �LITH#CALLY WITH RAND TYPE A 'FOP OF FILL FLOOR BY USIN4t PER9u8S F CL3N'STRLICTION JOINT WITH REOUIRED BARS. PERPENDICULAR GRCiI IPIFi LINE 4, F RAMP FLOOR IS PRECAST. HOLES MUST BE PROVIDED FOR DOWEL BARS $O • NOTES- FOR GENERAL NOTES ON THE'. DETDETECTABLE WARNINGSURFACE,SURFACE,3. THAT ADJONINCS FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. c ITEARTH ROCK OR + EARTH 5. KWKD BARS AIRE TO BE NO, 5 X B" PLACED 7' CIENTER TO CENTER ALONG TI& RAMP FLOOR, -DEPTH OF RAMP FLS. )AMM TVIN BOTH SIDES OF -W CONCRETE COVER I jz'. THE REa LIiREt3 LENGTH € PARALLEL RAW BEDDING MATERIAL µ 12-i V L ISN. 1 1I3 I3Fi- 1/10 R X D X BE13i3IFiCi X D X RET I)II G � D„ CWS / CURB AND GUTTER SLID TRANSITIONS ADJACENT TO CURB RAMPS MATERIA MATERIAL_ X .� D � �'E }I ARE INCLUDED IN PAYMENT FOR CURB t CURB AM GUTTER. SLOPE, ,& 7.. CURB RA?VPS, ARE TO RE LOCATED AS SHOWN ON THE PLANS OR 45 DIRECTED TO BE PROVIDED AT INTERSECTIONS wHEKvER TYPE 8 PARALLEL RIR OTHERWISE SE UNSUITABLEMATERIALSA,. BY THE ENGINEER. THEY ARE AN ACCESSIBLE ROUTE "WITHIN THE RIGHT OF WAY OF A AY FACILITY tIIPL 1.5 xA'P MIN. 7:5x13 LI1 TOP OF FILL TOP Of FILL CROSSES A i URa REGARDLESS OF WHETHER SIDEWALK 154 CXIS€NIG. PROPOSED, " OR NONEWS€ENT, THEY MUST St LOCATED i91THIN PEDESTRIAN CRO55WALIt5 ' t r`ir`� x r`r•'r`r' r'� .f f > - :'r'*<`r''r'r`F"i'.r'r',r'r''r`r"'r! r`�.w;.-'-r''r`r';.irt''f;,`,'-P_ k^'. '-� „--'. ir",v'xY''X'°r.^ I : JJ � p'Fi"JP 1 i,/f"r � ..«».,.,... +"'.+'"tt'YtF'tliYr..+..F+',✓t�^nPa' i.^1!'',"v�."rrNf'.^ft''n'rlse'IF"'�^ Y'.i'e!'A!",Y f': x'f i _ �' *' r"a x'�r!r'$-r. r`rfr'"+~`r1r'`n"` . p «..m.,. i"FrJ.s.�'r't fF`f"' e � .r✓Yr"Jt''r'f P"'K"�r"'{ .: J St -OWN ON PLANS OR AS DIRECTED Si* THE ;END ER. AND SHOULD NOT LOCATED BEHIND VEHICLE STOP DIES EXISTING LIGHT POLES PIPE .l.f✓P f !J � Yf✓'t"E,F`f f'rf'' '� '"'......." -ff} ✓ Y1k°i W,+.V'!?it r Pr LINE HYDRANTS, DROIT KETS, ETC.. ACCESS .f ROU PROVIDE A ONTI NOUS FRIA AND RESISTANT PATH CONNECTING ALL a32 - Ga ILINI_ UNOBSTRUCTED, STABLE,. SLIP ACCESS48LE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED�, )K � F�M- ,I J EARTH A USED BY PEDESTRIAN$. MIN AT INTERSECTION CROSSWALK - MK 00 o UNYIELDINO B RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT I� :, F ER i�I - I I- ' ... SOIL 1, OF It X D X N• 7f1£7 D BEi3[}7NC; THE Cid OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALKAND 4' THAT THE SLOPE AT CONNECTION F' TME CURB OPENING M AT ;K , 2°° HER THAN THE CULAR TTOTHE CURB, EDGE OF SAVEME NT PERPEA AT :� , SAMEW AS TOP OF 1GURt3 B, TYPICAL CONCRETE SIDEWALK 15 4" THICK, WHEN THE ENTRANCE RAMCANNOT TH ROAD SPECIFICATIONS. FOR BLASTIC F'1FC: TttE LIMITS 13F THE CLASS I WKF�L MATERIAL SHALL BE CLASS T BACKFILL MATERIAL N4 ACCORDANCE EXTENDED TO 12" ABOVE THE TOP OF THE PPE, ACCOMMODATE THE TURNING REOLMEMENTS OF ANTICIPATED HEAVY TRUCK TYPE I C REGIJL BACKFILL MATERIAL 1N AC3£tl3Al TRAFFIC. REFER TO STANDARD OG 13. CERCOAL ENTRANCEH AVY TRUCK TRAFFIC! FOR CONCRETE DEPTH, PARALLEL & PERPENDICULAR En EMBANKMENT 10° WHEN CURB RAWPS ARE USED IN COWUNCTION WITH A SHARED USE PATH,. �y ROAD AND BRIDGE STANDARDS �+ �t jig BEDDING � } BACKFILL CIRC. PIPE BEDDING AND BACKFILL - METHOD "All SHEET i OF 4 REVISION DATE ,mak 302 THE MINIMI WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH IT, �N ONLY w CURB RAMP is PROVIDED FOR TWO CROSSINGS (WAGONA,LI, TRUNCATED Bi�tE n 6 -2o a" C -C A `x 4°i .AREA BE TO MANEUVER A -.4 4MGPROvIDEDINTO THIS INTO THE CROSSWALK 4Y9THOUT G`.OINfa INTO THE TRA+litLWAY. THIS 4` x 4' CROSS WITHOUT 0-0-0 0 O THE GUTTER PAN. L. AREA MAY INC LUE3E E %LI L1�a0 0000000 - 000a0 0000000 $ 0 0 0 0 0 00 0 00 0 0 0 0 0 s+ + 0 as ar 0 0 0 010 0 0 0 0 as as 0 a,a 0 0 0 0 0 as c> 0 rR 0 as 0 0 0 4- s4OF BASE TOP DRAWTER 00 0 0 0 0 0 0 0 o 0 0 0 0 01 0- °x-1*1 VARIABLE a° MINIMUM PAY LIMITS TRUNCATED DOME DETECTA13LE WARNING DETAIL DETAIL I07 CG -12 [DETECTABLE WARNING SURFACE FI € P CI �A 1ON REFERENCE ROAD AND � STANDARDS SHEET 1OF 5 REVISION DATE (GENERAL NOTES) 105 203,05 t€3ddS V GONIA DEPARTMI NT OF TRANSPORTATION 502 -1 NO PROJECTIONOF PIPE ABOVE GROUND LINE TOP OF F L TOP OF FILL - � 'FOP OF FILL A 4' SQUARE LANDING AWA 7 � , '' OUTSIDE OF GR1LiNti LIt ORQttNt} LINE GRCiI IPIFi LINE r- t. • NOTES- FOR GENERAL NOTES ON THE'. DETDETECTABLE WARNINGSURFACE,SURFACE,3. �� c ITEARTH ROCK OR + EARTH + iiYIILII: cv E SOIL e ,�� THE REa LIiREt3 LENGTH € PARALLEL RAW BEDDING MATERIAL µ 4 r� " 4 ISN. 1 1I3 I3Fi- 1/10 R X D X BE13i3IFiCi X D X RET I)II G � 1NIIl< 1/1R (3 I MATERIA MATERIAL_ X .� D � �'E }I 4 SLOPE, ,& FOU SSOETA YIEI /DING, NORMAL.. EARTH FOUNDATION /ROCK FOUNDATION RIR OTHERWISE SE UNSUITABLEMATERIALSA,. PIPE PROJECTION ABOVE GROUND LINE tIIPL 1.5 xA'P MIN. 7:5x13 LI1 TOP OF FILL TOP Of FILL TOP OF FILL (AS NECESSARY) VARIES ' t r`ir`� x r`r•'r`r' r'� .f f > - :'r'*<`r''r'r`F"i'.r'r',r'r''r`r"'r! r`�.w;.-'-r''r`r';.irt''f;,`,'-P_ k^'. '-� „--'. ir",v'xY''X'°r.^ I : JJ � p'Fi"JP 1 i,/f"r � ..«».,.,... +"'.+'"tt'YtF'tliYr..+..F+',✓t�^nPa' i.^1!'',"v�."rrNf'.^ft''n'rlse'IF"'�^ Y'.i'e!'A!",Y f': x'f i _ �' *' r"a x'�r!r'$-r. r`rfr'"+~`r1r'`n"` . p «..m.,. i"FrJ.s.�'r't fF`f"' e � .r✓Yr"Jt''r'f P"'K"�r"'{ .: J ff'.rf'if..P,.I%C3 t f �/v i"{ : �' � .l.f✓P f !J � Yf✓'t"E,F`f f'rf'' '� '"'......." -ff} ✓ Y1k°i W,+.V'!?it r Pr LINE r1'fsrr'0 .�... tt /i✓J''Nf f't f ,,.�' P'i'rf')"%!YY'�afa''1(^'f#xr'�f�."'Yf�i"�..'�`{{'d+O1.�Nl,i s LI€ TYPICAL, PLACEMENT Ga ILINI_ 1= _ 2 = F�M- ,I J EARTH IIROCK OR ` ,' «• r,,� ` AT INTERSECTION CROSSWALK - MK 00 o UNYIELDINO 3aiiN. 7/70 I) X R X BEDDING MATERIAL I� :, F ER i�I - I I- ' ... SOIL 1, OF It X D X N• 7f1£7 D BEi3[}7NC; EAMTH Wit, F!��-t[EVOING MATERIAL WITH BUFFER STRIP W4.24" MATERIAL FOUNDATION SOFT, YIELDING, COIR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL O MATERIAL IN � NOTES, TH ROAD SPECIFICATIONS. FOR BLASTIC F'1FC: TttE LIMITS 13F THE CLASS I WKF�L MATERIAL SHALL BE CLASS T BACKFILL MATERIAL N4 ACCORDANCE EXTENDED TO 12" ABOVE THE TOP OF THE PPE, WITH SECTION 302. OF THE ROAD AND BRIDGE SPECIFICATIONS, FOR GENERAL NOTES ON PIPE REDOING, SEE INSTALLATION OF PIPE CULVERTS STORK( SEWERS GENERAL NOTES ON SIFT 107>00i REGIJL BACKFILL MATERIAL 1N AC3£tl3Al WITH SECT ON 302 OF TILE RO,40 AND BRIDGE CRU15KO GLASS CONFORMING TO THE SIZE REQUIREMENTS FORCRLtSFt RUN SPECIFICATIMa AGGREGATE 12E 25 2 MAY BE USED IN PLACE CLASS mS LIAOICFILL. En EMBANKMENT Xv� INSTALL.OF PIPE CULVERTS AND STORM SEWERS SPECIFICATION FER> "ICE �y ROAD AND BRIDGE STANDARDS �+ �t jig BEDDING � } BACKFILL CIRC. PIPE BEDDING AND BACKFILL - METHOD "All SHEET i OF 4 REVISION DATE ,mak 302 7p7aCs7 VIRGINIA DEPARTMENT Of TRANSPORTATION 3 SQ. PTD. GALV. STEEL TUBE SQ. PTD. GALV. STEEL TUBE SQ, PTD. GALV. STEEL BAR, EQUAL SPACING TfWEEN 2" x 2" POSTS SQ. PTD. GALV. STEEL TUBE BEYOND SQ. PTD. GALV. STEEL TUBE .11r0 rITM ►: DAT 8/29,/11 DAT I 9/ 19,/ 11 BY DALE I NO. SHEET REVISION GUARDRAIL DETAIL NOT TO SCALE BY I DATE A PERMISSIBLE CONSTRUCTION JOINT 5 DOWEL-, 8°" LONG A IT' C-0 IB B TRUNCATE ROW A 'SEE SHEET i OF 5 FOR DETAILS 12-1 B �i}.}pf Ck1liE3 VAX. fS•t MAX. 20,- 1 N SECTION A�A /-PERMISSIBLE: CONSTRUCTION JOINT SECTIO 8-8 NOTES- FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET T OF 5. F € I T F? THIS DESIGN TO USED FOR CONSTRUCTION CYFk €HAT INCA Ea WFDE, SIDEWALK, LADING (4` w1OC) REQTAKO AT TOP OF CURS RAS. MINIIA1 GILD RAMP L,ENGTHI B FEET FOR NEW CONSTRUCTION, 6 FEET FOR ALTERATIONS. ALTERATIONS �r A 4' SQUARE LANDING AWA 7 � , '' OUTSIDE OF DRAIN (#57 A 4' SC,34'A E E ie, OUTSIDE • NOTES- FOR GENERAL NOTES ON THE'. DETDETECTABLE WARNINGSURFACE,SURFACE,3. 1� .rrwrwMwrr..wRr r,wwrwwww,.wr,r.�.. er C.F:4%Y£*&X uArl uta TFtk ;{tA't VEL SitAL€, PROVIDED WITHIN THE TRAVELWA4` SFIAI.,L PROVIDED WITHIN THE REa LIiREt3 LENGTH € PARALLEL RAW TYPICAL PLACEMENT in SELECT MATERIAL TO IS LLIMITEDTO 15 FEET, FMOARDLESS OF THE CROSSWALK AREA, BE APPROVED BY rC � K AREA. SLOPE, GEOTECHNICAL ENGINEER HEIGHT GEOGRID H (AS NECESSARY) VARIES CIC350VICAI4 u. �RO�SSWALK IPLACEMIENT TYPICAL, PLACEMENT Of TYPICAL 017 RA SU DRAIN (DAYLIGHT) tJ0016IAiLK AT INTERSECTION AT INTERSECTION CROSSWALK WITHIN CROSSWALK WITHIN/ CROSSWALK DIAGONAL PLACEMENT DIACONAL PLACEMENT (WITH BUFFER 'STRIP/ WITH BUFFER STRIP SPECIFICATION REFERENCE WARNING ASE DETECTABLESUS "��1 oo-r _. SAD � � .STAIIDAR�TS 105 TYPE A (PERPENDICULAR) APPLICATION REVISION AT ET OF PE DATE ;;� 5012 VIRGINIA DEPARTMENT OF TRANSPORTATION 10/09 2(33«T3il 1.0 VARIABLE WIDTH; SEE SITEPLAN 1.0 2% SLOPE UNLESS OTHERWISE NOTED ON PLANS j 4" MIN. Q a - I IIII III-III=1 III -=III III III=11 II=IICOMPACTED T SUBGRADE - =III III lI=III=III=111 iilll-III= 4"-VDOT UTI=i -III= NO. 57 OR s AGGREGATE NOTES: 1. TO BE POURED VDOT CLASS A3 GENERAL CONCRETE. 2. DISTANCE BETWEEN SCORE LINE NOT TO EXCEED 5' IN LONGITUDINAL DIRECTION. 3. UD -3 UNDERDRAINS FOR SIDEWALKS ARE NOT REQUIRED. ACCORDING TO SOILS REPORT GENERATED BY ECS, LLC DATED MAY 8, 2009 PLASTICITY INDEX (PI) AT ROADWAY LOCATIONS EXCEEDING 3% RANGE FROM 9 TO 10. UD -3 UNDERDRAINS ARE NOT REQUIRED WHEN PI IS LESS THAN 13. SIDEWALK - DETAIL NOT TO SCALE HALT '4SEE TMsLEP e TA EP TRUNCATfl) O IUES SEE SET 1 OF 5 FOR DETAILS MNSi9AF'E TO MATCH FAC OF ROADWAY a BACK. OF CURB 48 : IV . 201 - 411 SECTION A -A PERMISSIBLE CONSTRUCTION r SECTION B -CB CROSSWALK DRAIN (#57 ' • NOTES- FOR GENERAL NOTES ON THE'. DETDETECTABLE WARNINGSURFACE,SURFACE,3. CRO3SSWALK%ALAR .rrwrwMwrr..wRr r,wwrwwww,.wr,r.�.. er C.F:4%Y£*&X uArl uta 5E£ SHEET IOF 5, REBAR (TYP.) THE REa LIiREt3 LENGTH € PARALLEL RAW TYPICAL PLACEMENT SELECT MATERIAL TO IS LLIMITEDTO 15 FEET, FMOARDLESS OF THE AT INTERSECTION '4SEE TMsLEP e TA EP TRUNCATfl) O IUES SEE SET 1 OF 5 FOR DETAILS MNSi9AF'E TO MATCH FAC OF ROADWAY a BACK. OF CURB 48 : IV . 201 - 411 SECTION A -A PERMISSIBLE CONSTRUCTION r SECTION B -CB CROSSWALK DRAIN (#57 ' r� A �uT as TRAWL* aY BE R NOTES- FOR GENERAL NOTES ON THE'. DETDETECTABLE WARNINGSURFACE,SURFACE,3. CRO3SSWALK%ALAR C.F:4%Y£*&X uArl uta 5E£ SHEET IOF 5, REBAR (TYP.) THE REa LIiREt3 LENGTH € PARALLEL RAW TYPICAL PLACEMENT SELECT MATERIAL TO IS LLIMITEDTO 15 FEET, FMOARDLESS OF THE AT INTERSECTION BE APPROVED BY SLOPE, GEOTECHNICAL ENGINEER HEIGHT «� i XV DO"I" ROAD AND &WGE STANDARDS SHEET 3 OF 5 REVISION DATE 2{S.CR? 10/09 NOTES: 1. CROSS WALKS SHALL BE CONSTRUCTED WITH VDOT TYPE B CLASS I THERMOPLASTIC MATERIALS IN ACCORDANCE WITH THE VDOT ROAD AND BRIDGE-SPECIFICATIONIS 2. CROSSWALK MATERIAL COLOR SHALL BE WHITE 6" WIDE PEDESTRAIN CROSSWALK PAVEMENT MARKING DETAIL NOT TO SCALE 1' 42" HIGH DECORATIVE GUARDRAIL - SEE GUARDRAIL DETAIL THIS SHEET TRIM CAP WITH CONTINUOUS ADHESIVE (AS PER MANUFACTURER'S RECOMMENDATION) PLANTED AREA GRANULAR'��____ DRAIN (#57 ' FILTER FABRIC STONE) FILL BETWEEN AND REBAR (TYP.) BEHIND XV DO"I" ROAD AND &WGE STANDARDS SHEET 3 OF 5 REVISION DATE 2{S.CR? 10/09 NOTES: 1. CROSS WALKS SHALL BE CONSTRUCTED WITH VDOT TYPE B CLASS I THERMOPLASTIC MATERIALS IN ACCORDANCE WITH THE VDOT ROAD AND BRIDGE-SPECIFICATIONIS 2. CROSSWALK MATERIAL COLOR SHALL BE WHITE 6" WIDE PEDESTRAIN CROSSWALK PAVEMENT MARKING DETAIL NOT TO SCALE 1' 42" HIGH DECORATIVE GUARDRAIL - SEE GUARDRAIL DETAIL THIS SHEET TRIM CAP WITH CONTINUOUS ADHESIVE (AS PER MANUFACTURER'S RECOMMENDATION) PLANTED AREA GRANULAR'��____ DRAIN (#57 ' FILTER FABRIC STONE) FILL BETWEEN AND REBAR (TYP.) BEHIND SELECT MATERIAL TO ANCHORS BE APPROVED BY GEOTECHNICAL ENGINEER HEIGHT GEOGRID H (AS NECESSARY) VARIES PER WALL HEIGHT EMBEDMENT' \ 017 RA SU DRAIN (DAYLIGHT) VARIES* COMPACTED GRANULAR BASE OR OPTIONAL CONCRETE LEVELING PAD MAX. WALL BATTER = 5/" PER 83" 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 WITHIN CROSSWALK cum 218wrta STRIP VW DIAGONAL PLACEMENT 5 MINI SOUTMor ORMOVAWFA)YR foRss*k,K OUrWE r TRAVEI,IWAY 1Ni'P 'J tPif+'.0.iAFd�6ED SHALL BE PROVIDED FOR rllxx A arAL PT,PKNW AR GSSWAi K WITH BUFFER STRIP � CROSS TIS �o CROSSN ,4A,. CG -12 DETECTA LE WARNING SURDASE-&PE€EREN E REFEIroENC TYPE 8 (PARALLEL) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION 502 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 ALBEMARL.E 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, GEOSYNTHEITIC 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 IOF 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 Al MAXIMUM PLASTICITY INDEX OF 20. THE FILL SHALL BE FREE OF DEBRIS, ORGANIC SOILS, AND EXPANSIVE SOULS 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. 17, DESIGNED BY PROJECT: SET REV. NO. �k DAT STONEFI ELD ENGINEERS BUILDING C1 -1V FINAL SITE PLAN 7 DRAWN �Y: SURVEYORS rye ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: PLANNERS DIHR BY: TITLE: DETAILS C-2 AsSOCIATES HFW 7 PO Box 4119 3040 Avzirvore Square Pl. HEET NUMBER: r Lynehbnrg,vA245oz �1�Iottes.sue,VAzz9u WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: Phone: 434.316.6080 Phone: 4:34.934.2700 It�w.w4vasnoclalesnel: 208026.44 802644c_c-21.dwg crv�� N: N/A 6/'2®/1 1 25 of 35 M 3 N I U UI d- 0 co / 3 "Z3 z CL Q I v b- 0 co 0 / v 0 CL v C 0 .a us Co 0 CN SUMP INLET DESIGN STORM INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Incremental c Incremental Drainage Area (Ac.) c A Tc (min) 12 (in/hr) Q2 (cfs} Slope (ft/ft) Channel Geometry Liner Material V2 x R2 Intensity Allowable Velocity (fps) 4.00 110 (in/hr) (Intensity is 4 in/hr i _. tty is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Incremental Accumulated b Z1 Z2 SCCi 0.45 2.55 1.15 1.15 5.00 Mannings Coefficient, n is 0.013 5.94 0.028 Mannings Coefficient, nis0.013 ` 1.10 0.050 4.00 2.72 6.67 _ _ ... •. , Velocity OK Depth OK _. Inlet - Inlet Hydrology ... ....... .... .. .......A.__._..._ .. ... .... .. ............ . .... 0....... Curb and Gutter Hydrology Curb and Gutter 1,f [2 i) Inlet SCC2 1 0.45 0.06 Inlet 5.00 5.18 i 0.14 0.013 0.0 4.0 4.0 3 0.08 0.050 1 4.00 0.72 1 6.67 1 0.18 1 0.240.60 Velocity OK Depth OK .-� t a ui rn Q S2 O42 O .O , on� o w ro o' N O $ -2CD v ro ro Q ns o O on rF > 3 al _ Q o o Q ro o v > 3 _ v o o 0 3 o - _o o 0 3 - -a 15 - ro - m a a a> .' 2 o Q, x x o o E d 1 J J Q 4 U U C3 i CJ 0 (A ! c4 S rA U7 Cn C!J W k3.: , .% � left 0.03 1 0.90 10.027 0.11 0.00 0.11 0.0010 1 0.0200 1 2.0 1 0.0200 1.0000 1 4.50 0.79 0.65 right 1 0.05 1 0.90 1 0.0451 0.18 0.00 0.18 0.0010 1 0.0200 1 2.0 1 0.0200 1.0000 1 5.42 0.71 53.1 53.1 3C 6.0 combined flow combined flow 0.3 0& , 0.2s = 0.003 100 YEAR CHECK STORM all 0.06 1 0.45 10.0271 all 1 0.06 1 0.45 10.0271 0.11 57.2 DI 1 n/a 57.2 DI1 n/a 0.2 0.1 0 34 ` n/a t?'2 n/a all 0.071 0.90 10.0631 0.55 1 0.00 0.55 all 1 0.07 10.90 10.063 10.25 0.00 0.25 n/a 0.6 58 F DI 1 n/a 0.3 100 YEAR CHECK STORM left 0.05 1 0.90 1 0 13 n/a 0.92 0.0010 1 0.0200 1 2.0 1 0.0200 1 1.0000 1 left 0.05 0.90 0.045 0.18 1 0.05 0.23 0.0010 1 0.0200 1 2.0 1 0.0200 1 1.0000 1 5.94 1 0.67 0.16 0.00 0.16 0.0010 1 0.0200 1 2.0 1 0.0200 1 1.0000 1 5.18 1 right 0.02 10.90 10.018 1 0.07 1 0.00 0.07 0.0010 1 0.0200 1 2.0 1 0.0200 1 1.0000 1 3.80 1 0.86 1.1 59 3C 6.0 (i 30, 0.005 6. r combined flow 0.3 0 22 ,; 0.003 all 1 2.55 1 0.45 11.1481 10.10F�ii8 11.28 66 DI -7 n/a all 2.55 1 0.45 1 1.148 4.59 1 0.00 4.59 66 DI -7 n/a 4.6 4 4t.. n/a 4.8.7.. all 1 0.70 1 0.85 10.5951 5.24 1 0.00 5.24 62 3C 14.0 all 0.701 0.85 1 0.595t 2.38 0.00 2.38 0.33 :'. 62 F 3C 14.0 2.4 4 23 0.00311 SUMP INLET CHECK STORM INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Incremental c Incremental Drainage Area (Ac.) c A Tc (min) 12 (in/hr) Q2 (cfs} Slope (ft/ft) Channel Geometry Liner Material V2 x R2 Intensity to y Allowable Velocity (fps) 8.80(Intensity � 110 (in/hr) _ ( Inton s i _. tty is 4 in/hr for spread, and 6.5 In/hr for capacity and depth) Remarks Incremental Accumulated b Z1 Z2 SCCi 0.45 2.55 1.15 1.15 5.00 Mannings Coefficient, n is 0.013 5.94 0.028 0.0 3.0 3.0 EC -2 1.10 0.050 4.00 2.72 6.67 _ _ ... •. 1.33 Velocity OK Depth OK _. Inlet - Hydrology ... ....... .... .. .......A.__._..._ .. ... .... .. ............ . .... 0....... Curb and Gutter Minimum 1,f [2 i) Inlet SCC2 1 0.45 0.06 0.03 0.03 5.00 5.18 i 0.14 0.013 0.0 4.0 4.0 EC -2 0.08 0.050 1 4.00 0.72 1 6.67 1 0.18 1 0.240.60 Velocity OK Depth OK .-� .wU+ a ui rn Q S2 O42 O .O , ro o' N $ -2CD v Q > 3 al cn 0 _ _o - 15 - 2 n x 3' o a� 1 r J Q :' U U - U C3 Cf (n « f1) > Cn C!J H ', W left 0.03 0.90 10.027 0.24 1 0.02 0.26 0.0010 0.0200 1 2.0 1 0.0200 1 1.0000 1 6.22 0.65 right 1 0.05 1 0.90 1 0.045 0.40 1 0.00 0.40 0.0010 1 0.0200 1 2.0 1 0.0200 1 1.0000 1 7.30 0.57 53.1 3C 6.0 combined flow 0.7 0& , 0.004 4,$2,.. 100 YEAR CHECK STORM all 0.06 1 0.45 10.0271 0.24 0.00 1 0.24 57.2 DI 1 n/a 0.2 0 34 ` n/a 100 YEAR CHECK STORM all 0.071 0.90 10.0631 0.55 1 0.00 0.55 58 1 DI 1 n/a 0.6 100 YEAR CHECK STORM left 0.05 1 0.90 1 0.045 0.40 0.52 0.92 0.0010 1 0.0200 1 2.0 1 0.0200 1 1.0000 1 9.97 1 0.45 right 0.02 1 0.90 10.0181 0.16 0.00 0.16 0.0010 1 0.0200 1 2.0 1 0.0200 1 1.0000 1 5.18 1 0.73 59 3C 6.0 combined flow 1.1 (i 30, 0.005 6. r 100 YEAR CHECKST(ORM all 1 2.55 1 0.45 11.1481 10.10F�ii8 11.28 66 DI -7 n/a 11.3 100 YEAR CHECK STORM all 1 0.70 1 0.85 10.5951 5.24 1 0.00 5.24 62 3C 14.0 5.2 0.33 :'. 0.005 7,Q.,. ; 1100 YEAR CHECK STORM OPEN CHANNEL DESIGN WORKSHEET Segment ID Incremental c Incremental Drainage Area (Ac.) c A Tc (min) 12 (in/hr) Q2 (cfs} Slope (ft/ft) Channel Geometry Liner Material V2 x R2 n Allowable Velocity (fps) 2 -Year Velocity, (fps) 110 (in/hr) Q10 (cfs) 10 -Year Depth ftDe p {) Maximum Channel Depth (ft) Remarks Incremental Accumulated b Z1 Z2 SCCi 0.45 2.55 1.15 1.15 5.00 5.18 5.94 0.028 0.0 3.0 3.0 EC -2 1.10 0.050 4.00 2.72 6.67 7.65 0.94 1.33 Velocity OK Depth OK - '° 6rrlrr�� ..i,�._., ... ....... .... .. .......A.__._..._ .. ... .... .. ............ . .... 0....... Anchcr 1ab. Minimum 1,f [2 i) ENO CROSS SECTION VIEW SCC2 1 0.45 0.06 0.03 0.03 5.00 5.18 i 0.14 0.013 0.0 4.0 4.0 EC -2 0.08 0.050 1 4.00 0.72 1 6.67 1 0.18 1 0.240.60 Velocity OK Depth OK Ptah Note 1. B re 1urnber:. pP12-12.504 . S -F 1E , Grates: Outtiile Iron per ASTM A836-84 Grade 80 05 ( raoatw ) Open :area: 0,25 FT --per Lineal FoDt 10.08 M2 per Lineal MOW] Load Rating, 2496 PSI (AAS TO M-306 Test letft) Mode in the: USA nacrete: COriorvte Tbixckness and Reinforcaowit, peg Structural Engineer'spordf cAtion for the Applicata s. � €a e ar s ca r ara�w. GATE F ND VIEW 1 757 1,75 .19" (44.5mm X 44.5rrr m 4.8€�m] Btac:k Epoxy Coated 14' { 56rr m] - 3%ellAttgliewith An hof Studs Part #F21 ontzrele Slab. *0th .......1 '" (��rnrrl! � rai . xpnson Joint l ra w id (kern mend ) Varies Depth � Rail Clamp. P X 12 - 12" 305mm 3 Precasi Trench Drain m -' with ADA Grate. X11 ; , i u PP 12-12.5040 , -F21 E � O Prc�,rietv.j, r! ghm dA,ino. are iIFdiAetdin1,+1�.1n„�BTir,"Yyt:.'Rdar s :hamar; 1'hererjpkrt, .1 rt7ao"1ir.>gRhka4 ces'tanwnL, agmao-;hatha`'Rhues&�wno .1"moniis i,eud Fie,vfij>�;- w� :Vwft �iwo 09 bq a .<r4 = w ztansfvjvd t w*r? , for a¢wn$ow" ver wy Q#tarAwRgQP wadAffi 4p X 41 aWN-=0111p4%", GyAeT, Inq, r?I`,s ...�:a4 ����1 rll��:i��tS.(Tk� �.,t.e.t i�€4t�1Sfi`l �1''n ���� t��ic,'a"i�„�4 ixa�4€�1�:�e�Y'faC�F'r�'d&Yr�;*;3;31(:N?�1"w 3ti ><GIYI?li^YGiA ��`�..,'a3TS{�t�:1P fit ��}Oit.�„k��9'�7.. �lflli•93.'��Frl@iflLl�- a,q pfo4uutw'based imm ALI r,:ond €:4,C;,�F� "lul�a�a`a l@I '%r?E,�r ri°. ME.4 c13�LPF fl�t^'t' OF',tT :ka5;+.'X33''tF§1 9PRMIpm, FOR ("1.t�;'?."Mr�'E.a";AF'�'1 CATION, Ce," �(',?''ar%ice?��5®swctinWs �§^.ca� IXFFa 2„-"sdticl4�?i, '. 1 ADDRESSED COUNTY COMMENTS DATED 8/3/11 AND ACSA COMMENTS DATED 7/15/11. 2 ADDRESSED ACSA COMMENTS DATED 8/31/11. 7 REVISED SUMP INLET CALCS TO SHOW STR 62 N0, SHEET REVISION DAT 8/29/111 DAT 9/19/111 JDB 3/23/12 BY I DATE I NO, 1.33' 4' 2.4' 4' TYPICAL SECTION - SCC1 N.T.S. SL OPS 0.6' TYPICAL SECTION - SCC2 N.T.S. PROVIDE VDOT EC -2 LINING (TYP,) SEE DETAILS ON DWG. NO. C-20 2.4' S\ - I ' PROVIDE VDOT EC -2 LINING (TYP.) SEE DETAILS ON DWG. NO. C-20 DETAIL 1 DETAIL 2 DETAIL 3 QQQQQQQQ B MIN. 3S OP EGA QNB �- o S MIN. W - MIN. oQC� B oQ DQE J o d �C ��AQ� a �S MIN. NZ-11_n�IQOC� T X C�C� (Do ' =6 Da��O(�O S MIN. �Q=Q-o%�O DD � QQ Qo QQQQa DOCS s MIN. A oQQ��a Q� A �OC�QQ A U1J� D CLQ A - nQ T A a CD Q A �o� Doo fl- QQQ� Q QQ�-QQ �OQQO� QQ��01�L_� °G' ���Q c�C2=�Q ��0�0 �Q �D Q C� 0 oQ c7 cQ �� Oc Do W MIN s CDC s Q% Oo W oC01J Qc�Q] 0 DoC00� o 0 . O �0� o MIN. 3S o Q CJ o QQ�QC��C� Q�� Q��Qo04�o0Q� oO �V�C�DO g c�QQ MIN, 3So � r �Q QQQC]� QQ S MIN. QCQQ�Q��CQ� S MIN. OQ QQQ S MIN. to GEOTEXTI LE 0� FABRIC Q Q�OQQco o )C5 <= oo�o Q, oCo�Cop Q g B L �S QQQQ�c� �P�\ a�T ��CQ- B SECTION B B L OUTLET PROTECTION MINIMUM LENGTH (L) TYPE A INSTALLATION 3H 5.^ 5H 6 fps NA CLASS 2 CLASS AI DRY RIPRAP 8 fps 20" CLASS 3 CLASS I DRY RIPRAP 14 fps 26" CLASS 4 CLASS II DRY RIPRAP Precast Polymer O r rete , 38" Trench Drain Ra P42 M�lithi�o�r � ...1 � �•, €) No-Roaft Minimum All3iees 3 �y4.:d 1'�1rtf\abmr. 4.:P'S..e - '° 6rrlrr�� ..i,�._., ... ....... .... .. .......A.__._..._ .. ... .... .. ............ . .... 0....... Anchcr 1ab. Minimum 1,f [2 i) ENO CROSS SECTION VIEW Minh um P X 12 - 12" 305mm 3 Precasi Trench Drain m -' with ADA Grate. X11 ; , i u PP 12-12.5040 , -F21 E � O Prc�,rietv.j, r! ghm dA,ino. are iIFdiAetdin1,+1�.1n„�BTir,"Yyt:.'Rdar s :hamar; 1'hererjpkrt, .1 rt7ao"1ir.>gRhka4 ces'tanwnL, agmao-;hatha`'Rhues&�wno .1"moniis i,eud Fie,vfij>�;- w� :Vwft �iwo 09 bq a .<r4 = w ztansfvjvd t w*r? , for a¢wn$ow" ver wy Q#tarAwRgQP wadAffi 4p X 41 aWN-=0111p4%", GyAeT, Inq, r?I`,s ...�:a4 ����1 rll��:i��tS.(Tk� �.,t.e.t i�€4t�1Sfi`l �1''n ���� t��ic,'a"i�„�4 ixa�4€�1�:�e�Y'faC�F'r�'d&Yr�;*;3;31(:N?�1"w 3ti ><GIYI?li^YGiA ��`�..,'a3TS{�t�:1P fit ��}Oit.�„k��9'�7.. �lflli•93.'��Frl@iflLl�- a,q pfo4uutw'based imm ALI r,:ond €:4,C;,�F� "lul�a�a`a l@I '%r?E,�r ri°. ME.4 c13�LPF fl�t^'t' OF',tT :ka5;+.'X33''tF§1 9PRMIpm, FOR ("1.t�;'?."Mr�'E.a";AF'�'1 CATION, Ce," �(',?''ar%ice?��5®swctinWs �§^.ca� IXFFa 2„-"sdticl4�?i, '. 1 ADDRESSED COUNTY COMMENTS DATED 8/3/11 AND ACSA COMMENTS DATED 7/15/11. 2 ADDRESSED ACSA COMMENTS DATED 8/31/11. 7 REVISED SUMP INLET CALCS TO SHOW STR 62 N0, SHEET REVISION DAT 8/29/111 DAT 9/19/111 JDB 3/23/12 BY I DATE I NO, 1.33' 4' 2.4' 4' TYPICAL SECTION - SCC1 N.T.S. SL OPS 0.6' TYPICAL SECTION - SCC2 N.T.S. PROVIDE VDOT EC -2 LINING (TYP,) SEE DETAILS ON DWG. NO. C-20 2.4' S\ - I ' PROVIDE VDOT EC -2 LINING (TYP.) SEE DETAILS ON DWG. NO. C-20 DETAIL 1 DETAIL 2 DETAIL 3 QQQQQQQQ B MIN. 3S OP EGA QNB �- o S MIN. W - MIN. oQC� B oQ DQE J o d �C ��AQ� a �S MIN. NZ-11_n�IQOC� T X C�C� (Do ' =6 Da��O(�O S MIN. �Q=Q-o%�O DD � QQ Qo QQQQa DOCS s MIN. A oQQ��a Q� A �OC�QQ A U1J� D CLQ A - nQ T A a CD Q A �o� Doo fl- QQQ� Q QQ�-QQ �OQQO� QQ��01�L_� °G' ���Q c�C2=�Q ��0�0 �Q �D Q C� 0 oQ c7 cQ �� Oc Do W MIN s CDC s Q% Oo W oC01J Qc�Q] 0 DoC00� o 0 . O �0� o MIN. 3S o Q CJ o QQ�QC��C� Q�� Q��Qo04�o0Q� oO �V�C�DO g c�QQ MIN, 3So � r �Q QQQC]� QQ S MIN. QCQQ�Q��CQ� S MIN. OQ QQQ S MIN. to GEOTEXTI LE 0� FABRIC Q Q�OQQco o )C5 <= oo�o Q, oCo�Cop Q g B L �S QQQQ�c� �P�\ a�T ��CQ- B SECTION B B L OUTLET PROTECTION MINIMUM LENGTH (L) TYPE A INSTALLATION 3H TYPE B INSTALLATION 5H ° L N OTOS: �,�Q EOR' MULTIPLE LINE INSTALLATIONS DIMENSION S IS TO GOVERN THE PROTECTION H OCo snca)- 3 OUTSIDE THE CHANNEL WIDTH (W). o� o 00 DQQ�Q QQ H o O c IiiQilQ��_ �Q�q{��� _ H 2. ON ANY INSTALLATION REQUIRING CULVERT OUTLET PROTECTION WHERE NO ENDWALL PC) -l�l --III- C3 o Q OR ENDSECTION IS SPECIFIED ON PLANS, CONSTRUCTION IS o BE IN ACCORDANCE WITH [} T 01%0 d�Q��'III- Q ° ° ° �� o� �, DETAIL 2 SHOWN ABOVE. ��QC�QO o o QQQQQO D T T GEOTEXTILE 9," 13 �-?�Q��� --t GEOTEXTILE GEOTEXTILE Q 3, GEOTEXTILE FABRIC TO BE INSTALLED UNDER CLASS 2, 3, AND 4MATERIAo IN FABRIC 9" FABRIC 9 ACCORDANCE WITH THE SPECIFICATIONS, Q FABRIC Q 4, S = DIAMETER OF CIRCULAR CULVERT OR SPAN FOR BOX, ELLIPTICAL OR ARCH CULVERT. H = DIAMETER OF CIRCULAR CULVERT OR RISE/HEIGHT FOR BOX, ELLIPTICAL OR ARCH SECTION A -A SECTION A -A SECTION A -A CULVERT. 5. PLAIN AND SECTION DETAILS DEPICT CLASS 2, 3, AND 4 MATERIALS. FOR CLASS 1 INSTALLATION DETAILS SEE EC -3 TYPE B STANDARD DRAWING. REUSE TYPICAL SECTION SHOWN ON PLANS OR FOR SIDESLOPE, BOTTOM WIDTH AND DEPTH OF (CHANNEL, MATCH EXISTING DITCH OR NATURAL GROUND. SPECIFICATION REFERENCE 204 CULVERT OUTLET PROTECT 0U 245 r c, VIRGINIA DEPARTMENT OF TRANSPORTATION 303 414 TYPE OF OUTLET PROTECTION MATERIAL MAX OUTLET VELOCITY (FOR DESIGN STORM) MINIMUM "T" CLASS 1 EC -3 TYPE B 6 fps NA CLASS 2 CLASS AI DRY RIPRAP 8 fps 20" CLASS 3 CLASS I DRY RIPRAP 14 fps 26" CLASS 4 CLASS II DRY RIPRAP 19 fps 38" ENGINEERS ER- . will SURVEYORS * PLANNERS 6 SSOCIATES 4p r PO Box 4119 3040 Avemore Square PL Lynchburg, VA 24502 Chulott- lle, VA 22911 Phone: 434.316.6080 Phone: 434,984.2700 � � www.wwasso6atea.net SHEET REVISION BY DATE &-k DESIGNED BY: PROJECT: SET REV. NO. DAT STONEFIELD 7 DRAWN BY: BUILDING C1 -1V FINAL SITE PLAN TL 13 TITLE: ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: DIHR BY: STORMWATER MANAGEMENT CALCULATIONS C-22 HFW WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: SHEET NUMBER: 208026.44 802644C-C-22.dwg CIVIL V:. NINA 6120111 26 of 35 M 3 _0 J N I Q) I U d - .q., (p N (3 00 __- 0) 3 a .-d- Z a- UJ L d q °d I U It d- (N 0 co 0 N ./ Q) U 0 CL 0 C 0 Q) Q 0 0 w 0 N J E 0 I NO. STORMWATER NARRATIVE j STORMWATER MANAGEMENT FOR BUILDING C -IV SITE PLAN WILL BE PROVIDED BY THE NORTH AND SOUTH SWM FACILITIES. DETAILS FOR THESE FACILITIES ARE LOCATED ON THE ALBEMARLE PLACE STORMWATER MANAGEMENT PLAN, WPO# 2010-00023. LLED TO Bl OFILTER S AND FI LT ERRATS SHALL ALL BE INSTALLED STA PROVIDE THE WA QUALITY TER NECESSARY FOR THE ULTIMATE BUILDOUT CONDITION FOR THE STONEFIELD DEVELOPMENT. AREA THIS PLAN COMBINES OS PR OJECT , ED FOR THE PROP THE OVERALL POLLUTANT LOADING FOR BUILDING C -IV AREA AND D1 PARKING LOT AREA TO PROVIDE WATER QUALITY FOR THIS SITE. LBS POLLUTANT REMOVAL CALCULATIONS - BUILDING C1 -11V REFERENCE SIMPLE METHOD WORKSHEETS ON THIS SHEET AND DRAINAGE AREA MAP DWG No. C-15. TOTAL POLLUTANT LOAD REMOVED IN BLOCK D1 TOTAL PROJECT AREA = 2.74 ACRES AREA TREATED BY FILTERRAS = 0.24 ACRES (9% OF TOTAL PROJECT AREA) TOTAL L(PRE) = 3.87 LBS TOTAL L(POST) = 14.86 LBS TOTAL POLLUTANT REMOVAL REQUIRED = 10,99 LBS FILTERRA POLLUTANT REMOVAL RATE = 74% STORMFILTER & VORTECHS POLLUTANT REMOVAL RATE = 60% POLLUTANT REMOVED FILTERRAS 09x14.86) (.74) LBS = 0.99 LBS POLLUTANT LOAD REMAINING: 14.86 - 0.99 = 13.87 LBS POLLUTANT REMOVED BY STORMFILTER & VORTECHS (0.60)13.87 LBS = 8.32 LBS TOTAL POLLUTANT REMOVED 0.99 LBS + 8.32 LBS = 9.31 LBS NET POLLUTANT REMOVAL BS - 10.33 LBS = -1.68 LBS (DEFICIT) 9.31 L ( POLLUTANT T REMOVAL CALCULATIONS CATIONS - D1 PARKING P REFERENCE H R NCE SIMPLE METHOD WORKSHEETS HEFTS 0 N THIS SHEET T AND DRAINAGE AREA MAP DWG No. C-15. TOTAL PROJECT AREA = 3.01 ACRES j TOTAL L(PRE) = 4.25 LBS storm pollutant export in pounds, L = [P(Pj)Rv/12 ] [ C(A)2.72 ] TOTAL L(POST) = 14.58 LBS subtotal TOTAL POLLUTANT REMOVAL REQUIRED = 10.33 LBS subtotal BIOFILTER POLLUTANT REMOVAL RATE = 65% Pj small storm correction factor, 0.9 STORMFILTER & VORTECHS POLLUTANT REMOVAL RATE = 60% 1 percent imperviousness POLLUTANT REMOVED BY BIOFILTER .. _ (0.65)14.58 LBS = 9.48 LBS P annual precipitation, 43" in Albemarle POLLUTANT LOAD REMAINING = 14.58 LBS - 9.48 LBS = 5.10 LBS POLLUTANT REMOVED BY STORMFILTER & VORTECHS , Area 4 I I'll , 0.60 5.10 LBS = 3.06 LBS ..., ..., ..: C pollutant concentration, mg/I or ppm target phosphorus TOTAL POLLUTANT LOAD REMOVED IN BLOCK D1 4 I 110 99. 1111 ...._.... 9.48 + 3,06 = 12.54 LBS > NET POLLUTANT REMOVAL REQUIRED V required treatment volume in cy, 0.5" over imperv. area = A(1)43560(0.5/12)/27 12.54 LBS - 10.33 LBS = 2.21 LBS (SURPLUS) RR required removal , L(post) - f x L(pre) THE 1.68 LBS POLLUTANT REMOVAL DEFICIT FROM BUILDING C1 -IV AREA IS COMPENSATED BY THE 2.21 LBS POLLUTANT REMOVAL SURPLUS FROM THE D1 PARKING AREA RESULTING IN A NET POLLUTANT REMOVAL SURPLUS OF 0.53 LBS; THEREFORE THE POLLUTANT LOAD REMOVAL REQUIREMENTS ARE MET FOR THIS PLAN. Short Version BMP Computations For Worksheets 2 - 6 Albemarle County Water Protection Ordinance: Modified Simple Method Plan: Building C -N Site Plan Water Resources.Area: Preparer: DAT Date: 6/2/11 _ - ---. . - Project Drainage Area Designation Total Building C IV Site Plan -1111L j Koaaways storm pollutant export in pounds, L = [P(Pj)Rv/12 ] [ C(A)2.72 ] .......... 1111. Driveways Length Width no. subtotal Rv mean runoff coefficient, Rv = 0.05 + 0.009(1) subtotal and walks Pj small storm correction factor, 0.9 .AR3 1 percent imperviousness 1 percent imperviousness .. _ Sidewalks P annual precipitation, 43" in Albemarle 'Parking Lots Area 1 Area 2 Area 3 Area 4 A project area in acres in subject drainage area, i A =5.75' , Area 4 I I'll , 11�110 ;:.. ..., ..., ..: C pollutant concentration, mg/I or ppm target phosphorus 499: ; .. , 4 I 110 99. 1111 ...._.... f factor applied to RR > Area 1 .. Area 2 o al ea ea subt t V required treatment volume in cy, 0.5" over imperv. area = A(1)43560(0.5/12)/27 41 '� i 1 c RR required removal , L(post) - f x L(pre) x 0.70 = °/d3R removal efficiency , RR100/L(post) subtotal I 1.1 ......... -.... , . °.°........... Area no. Im11 Ipervious Cover Computation (values in feet & square feet) I., 1-11111_ . , 1111 .. ,... : ... .. IIiIiI ... Item __. : ._ ..... re-develoll ment Area p p ..111..1 ........ ,pre -development Area post -development _.I 1.1.. Area I Paved Length Width subtotal ? Length Width subtotal Ii ;. -' 111�Roadways a '; 11 , . . ..: 11 Roadways 0i _ . . 111.,1, ,111 1 . 1111.,,,, ... 1 .. . .. ............. ,1 .. (Driveways Length Width no. subtotal °Length I'll,, Width no. °.,. - ,,.-1 ,. subtotal , ....... 11� and walks 11 ' .,._, _. _ _ 11 _--__. id w`Ik' S e a s 0' _ _: Parkin Lots Area 1 Area 2 Area 3 Area 4 ;Area 1 Parking Lots Area 2 Area 3 111 1. _. : Area 4 ; 107 6'40 ,,, 1' 10 499'': 218 139. Gravel areas AI rea 1 Area 2 .su11btotal ;Area 1 `i�IIIIIII: rea 2 ,subtotal rI"e—I' ,11 '_ ,, 0% I x _ 0.70 RLE FORMAT. x 0.70 = ..1111, 1111.. 1111... 1111 __......... „ ....,..:.,.. , Structures Area no. subtotal 1A..1. , 1.1,1..1. . Area no. -l" I ° . I . '11 c, Buildings _ 1111 E ,:111 I , ... 1111 . 3 Ac. Lots or Townhomes (65% Imp); , . - __ -... 11.1.1__.. _,....._... Active) razed pasture & Area Actively -grazed % Area .1111- ., "• , - Y x 0.08 = '''.. ards and cultivated turf '1­­i'.1 'rx 0.08 = '. ;Active crop land Area -11 Area _. . .. °.° :. :x0.25=;x025= ; I , . _.. -1111 , __ ..; 1111..... 1..11..1.. .. l--, . .,, , , , Other Impervious Areas Area 1 Area 2 Area 3 I 11 1-11-1111 1.11.11. Area 1 Area 2 Area 3 .. 11 .11, 1 __ . ,,, , t . _, ' Impervious Cover 0% ......,... . ,,, , ,, , ,. �11111-I ., 87%; ............. I(pre) 11(post) Rv(post) V 0.83 33611 I'll, 11.6 Development F rDevelopment n i N wo Ar xrstr m ervious cover < 20% eeas e g p <= 20%) _......................°. °.°.°.°. C f I (pre) * Rv(pre) L(pre) L(post) RR %RR ,.°. 1111,, . 1111 . Area Type .. _. 1-1-111 ,. o, 0.70 : 1.00 20% I 0.23 8.11 29.43 : 21.32 ; 72.43 /° Development Area 71%2 Development Area ... .. 1111 0.35 1.00 0% 0.05. 0.88 14.72 I 13.83 94% 1..... 1111.. Drinking Water Watersheds . , _.. 11....11..... _ _ 0.40 ; 1.00 1% 0.06: 1.19 16.82 ; 15.63 93% Other Rural Land o, 1 1,, 93/° Other Rural Land - _. _ _ _ ctzRs 3NL4.7 I CROWNED FLUME FLUME SLOPED r4,mal, ... TQVYARIJS FILTERRA Ti ROAT I I'. ; t�REC'8' a€G.TE42i'2A. 1 I' 1 ?IJERRA, �, TOP SLAB (T�P> r PRECAST r tLRA i �+, j , rtar:ta�.. taa:T Ta€�taEa ..- fMaRe E#..C6�.. Li3 1^?i•� "xia.�..' pt „WAFC (''YF'�t''ti.` t.,v qx.:.j3�{imm r€CTE.§ai '.4 ,C' i`I;Ls`II x \ ,:i. ,, „.� x..;?F.; THRc;4i {7^rr�3$?N: r"-a �C GLL ; ,. ..F'� ..�; �` 4. r` -"°'r7 .. {';e�M1i'°e `"'�, d<:y;... .,• t`:> �.. ' _--1»111__ �.' ...=E� - ,:-._..,._..„..-h_.. .: _ �' x_ E G •a. I _6' QPEN�Ner �., `a y: d r st-IN-PLACE f I R lir. t �,,3 ria e i ou I !! i I �. `SLCa- '#7' ? W ;4 t Eat i7 a Pyr ] I Y- as a •, 1111 - _ . -M .< a- .. °,..- F � :�' ik"s�e'6.3. Ft'.ti6 THROAT) ' .<�.. ,. i r � .w _ vN 1111. 1111. FtE.TE.CttiA 1111'"' €.d,,:..r .�.. 1111 ;€ >i,.-....w.:.....� 1 I 1 _ t t . _` AS.i .I Nike z' ^r< i11 VOWEL £Cls:. ✓" . . i F 6 )LAN Ips �i �I P �1: RiaA I ,. ia"� _�a a€aEa SLOPED WALL �LEIf � � . _t gra . i � t+At1ST' n nlT rr S Iwo rw @SN FPY ST��rrl �(t> Tfaalr a 1 ltartcC3 ANC) . SIANDARD TO13 vTrElPRssT HIGHER ;i f i " � , cIT ER THAN ELEV'B' ii SECTIONS VIE ?S OF FILTERRA IN TYPICAL FLUME APPLICATIONS � I tt SSE F3 LfOw FOR DETAILS NOT SHOWN 1 ' I I i, .,. s R 'r �. . ,,.,._,€,,,,.,° _, 1;§'SGRr_ f._ - - aCUt� {aE.£'t TH4A.TL,° GUTTER/ ilw _-. w _ I STANDARD 90' NOSING vile R LG1: (0..E. ,, { s.Tt3irR i'Ft,SrPSG ,�YraILAtTLE >r FLt`� � ~, � I i; W i1 I I u�c�ra �Ea�tasr) tlr.F RE SES G@,ST;EI At 1 iI �_ BYPASS 2 ' IN LFT ''1111. FlLiEtiRz� FT S.. Ctf t3 J LFr P^ ye I w OPENING F a mr THROAT O. � G TY : FLo0Yt11+i a ,y G '11-- ,. _ . PRECAST if A ..4�, LLE!« t="I I f l"� I�_, --- - ----- 777--l' , _ T SLAB- a LEAtq TFL7AT n . 11_..M I PE:htl4v E �I `"--mom I 11 \ G.� 4, � �.: , � __11 T F e1 a.. s '� .-1111_ 5^^` -� E a ?l A `@ a. . • a 11 SFOr�tiiri f i ,I. �.. I dr pp ggf^�yy //�yyt° RLTERRA & tl'Pi€T t4LG1LLV wi\i N�..: t.AL,C� `i'ia' F, ii � [- - _. ..�I.. .` a �.3 •� , I. I it "-,� r , _ a � :., . , .. , 1111_ , ' y 4 € - _ � A.. x iN F At,F: . s v S d € t i9..P RESS,�O CUTTER-" , ,E» : a s°. , JL_i k. . 1' e F "" . d - AND Y �^ la ' I R-' t 1 OPENING t rs " f (EKY CONTRACTOR) ,T rc r ✓ OUTLET res . �,. s: i @ "s - l� °� M' e. :. 3 a lid RG L""lar+. E., t� {IrT i3 � / F i` 1 i f i' .� M i M C Aa x '� R Tia �. a�RFi tFRAk s l a J /s , THPiF`�,4 PROTECTION DEVICE 'r a rk 4 z �Y M� �' � a 3 { b ` .. A 3 eo IwloT €� °�ov� tn�AVE I � DOWEL BARS � O`,G, rll` slIA�R �, �r _ '�_._ I _ a ..1. i t: N: PLACE UNTIL S€ IS TO BE 1 M A NECESSARY _Y G;:NTRA_TrJF; T FILTERRA > d PRI t� INSTALLATION F �.. . S AEisLt�EC ANDI I � TO I S Aw 31UN € P CUTTER I €A OF P€_ OUR >tJ ,E °a---_��_m'q'���" C7 Eli k / F` :M` I ' ��� d P t' ! i' !t IS ko:P AT�u I' Im...°��.�.mm°mm r° . Lr a ,i.� , l I M'� r Gt't.V°r E M a � ,'1 ep b r' .^ WWIx, h M e EL Ca. AI .. uaa? c�c. STRUT A / U, RCtI�AIN Y` Eta � ty._r,T} �aRUGTtt)� € �°' l ¥�FtE#:AST 'v%t Ysz°aLL �_�''` .. i� . '".. �� t �Irtl s sT ����� a� � I BY Ar���icAsT r��i€�r€r ,� � ii IMPORTANT (hiVET LIE LOWER) ay T , q RRrT t� FWp*l.E MUST 3 AT i HIGHER CROSS ELEVATION THAN BYPASS E:.I..IrN SECTION VIEWFE,rT�aLEu LLT OR 1 STANDARD FILTERRA THROAT OPENINGOTHER> I j ,I € MODIFICATtONS OFAii',riCS ARE ONLY PERMITTED t9Or IFIGAr@aNS O DRAWINGS ARE ONLY PEtrnEti BY INRIrTEN ALtT hORi,&.JJO?N FROM FILTERRA C T ry OY WRITTEN AUTHORIZATION FROM FR -TERRA L`I`sAWING AVAILABLE 1N Thi FILE r'�a°�RWi, I I ti;tTE; 7' 1„5 J 7YtG: Ls - Alt.. 02-27-06 li+ d ,3T-4 i...--___,.�.._...,..____.___y ,e„.„, y» - .._rte.^+ y t n=,,may J: s« (d}r (II% J £}(, ..,�I./'`I�_ `�. -•.' ! Ts M' �l�l�res ! ahslit !�[ `$iletytt;6i ,.3s lifp"a ' t j i '-' €E �T' aha THROAT �1�.A�!' ,ry�3 moi[ �+ F '3I(C� °� ��ii€�`�E�a �t `' r-�..°°t r' { a L,a!-'Lr""S.r �; ll�of EIQw 3I[" sl�tl :.R.A�•71 �.E�w �ll' 11x4C a i - t-,°il a � `r - f Ei.R i3�H AII7. ai1"fi[ '6,P C' R1ti Vf E ' �a�.�i i6 �'`�5 F I < , r -', , Y,,.E.E:,,e AND OULET PIPE RELATIONSHIP i AND CUTTER QR. FLUME DETAIL I I e US Prix € 377 "rq 3a'o' PAT z. 27?,27t i;'i.t;= �, € '::Els,"€' ti „_i'w.::.a I 21 I 1111__ ._ _ ____.a._. _._.______�....._ ate ,acs s21 3 AND Asa 3 ADDRESSED COUNTY COMMENTS DATED 8/3/11 AND ACSA COMMENTS DATED 7/15/11. ADDRESSED ACSA COMMENTS DATED 8/31 /1 1. REMOVED FILTERRA DETAILS AND REVISED SWM CALCS. ADDED FILTERRA DETAILS AND REVISED SWM CALCS. .SHEET REVISION DAT I 8/29/11 DAT 9/19/'11 DAT 1 1 /15/1 1 JDB 3/23/'12 BY I DATE I NO. SHEET REVISION BY I DATE Short Version BMP Computations For Worksheets 2 - 6 Albemarle County Water Protection Ordinance: Modified Simple Method Plan : Building C -IV Site Plan Water Resources Area: .1.1I. ... _, ­ I.I _ _ Preparer: DAT Date: 6/2/11 ......... ___ _.. _ _ _ _ Project Drainage Area Designation Building C -IV 6 I Nq � 6'-O"__a...._ ____Ir- 6� tt W [ 11__ _ _a___ s _ _ ____w__� _ F__ �t ' _ _ ---f f - I �4 99 I € s l.NLET SHAPING ` : @ t a (B Q1HFR%) an_____1T 4 r PVC COUPLINOA SDR -35 d' _J s t € ; � 1;�ti4T 1ddTCi PRECAST L30x � T @ 1111 _-_._�_- € , WALL �Y Aia!EFZ[C,�a`"?° (t�,€a,aEr it § I PIPE LOCATION 4:A#tES) 1 a a s ;. c_ 1111_---..-------I_r, -i _f9Y- �„_. CURB (BY OTLI tis) -_ TREE FIRAME & : RKILE j Koaaways u .......... 1111. Driveways Length Width no. subtotal . Length Width no subtotal and walks .AR3 1 percent imperviousness . ;.. .. _ Sidewalks 0 'Parking Lots Area 1 Area 2 Area 3 Area 4 ,Area 1 Area 2 Area 3 , Area 4 I I'll , 11�110 ;:.. , 499: ; .. , 4 I 110 99. 1111 ...._.... _ . _ r Area ...1 Ar 2 i Gravel a areas ea Area subtota > Area 1 .. Area 2 o al ea ea subt t 41 '� i 1 c x 0.70 x 0.70 = 1111,.. Structures Area no. subtotal I 1.1 ......... -.... , . °.°........... Area no. °. I., I ,... : ... .. IIiIiI ... : Buildings __. : ._ ..... re-develoll ment Area p p 1111.. ost-develo ment p.. p 3 Ac. Lots or Townhomes (65% Imp) . Actively -grazed pasture & Area subtotal Area 11 , . . ..: 11 Roadways yards and cultivated tu111 rf 1111 'x 0.08 = I Driveways Length Width no. subtotal Y �. x 0.08 = `�Fr`i"lGht ra_Tq ...111.. Activecrop land Area 11 ' Area _ _ 11 _--__. _ ix 0.25 - 0 _ x 0.25 = 1111 11111. .: 1111..., , 1111..... :Other Impervious Areas Area 1 Area 2 Area 3 2.,,......Are Area 1 Area 3... 111 I a , ._11.1 . 1.11 ._ 11;I _ Impervious Cover ° :... ,11 '_ ,, 0% ., 933% RLE FORMAT. 9 �-1� G4U: FCeT-` ;AT�' ?�-7 l(post)I(pre) Rv(post) V 1.11-1.1.111-1. , _ , Buildings 1 /�i .1"-wYfLttLapi� 0.88 . 170.5 I(.- E ra I STANDARD CONFIGURATION New Development (For Development Area existing p s, .,...... .,........ p impervious cover < 20%) g p 1111 .. .................. ..•_.......,... _._ .. C f I (pre) * Rv(pre) L(pre) L(post) RR I % RR Area Type A°u 6,55932' 1111. 0.70 1.00: 20%; 0.23 ; 3.87 1111... . ; 14.86 ; 10.99 , 74%` Development Area I 0.35 , 1.00 , 0% 0.05 0.42 ' 7.43 7.01 94% Drinking Water Watersheds __ I- _. ....1_,1 ,.. ... _ _ Impervious Cover 0%' "II(post) 1 1 11 _.__... .... , I'll , 0.40 1.00 ` 1 %° 0.06 . 0.57 .. 1. 11.. 11. 1.1.11. ... _. 8.49 ­'; 1111.. - ,...1..111 ...._..111.1 , 7.92 = 93%= Other Rural LandII .. , ,.. .. _ ._ 6 I Nq � 6'-O"__a...._ ____Ir- 6� tt W [ 11__ _ _a___ s _ _ ____w__� _ F__ �t ' _ _ ---f f - I �4 99 I € s l.NLET SHAPING ` : @ t a (B Q1HFR%) an_____1T 4 r PVC COUPLINOA SDR -35 d' _J s t € ; � 1;�ti4T 1ddTCi PRECAST L30x � T @ 1111 _-_._�_- € , WALL �Y Aia!EFZ[C,�a`"?° (t�,€a,aEr it § I PIPE LOCATION 4:A#tES) 1 a a s ;. c_ 1111_---..-------I_r, -i _f9Y- �„_. CURB (BY OTLI tis) -_ TREE FIRAME & : RKILE CAST IN TOP SLABA PLAINT AS SUPPLED Rv mean runoff coefficient, Rv = 0.05 + 0.009(1) CL&A.NOUT COVER CAST 114 TOP stAs _\ BYAMaE�R4AST fiALddUEZC" riit:aH(W�ANGLE NOS2 l Pj small storm correction factor, 0.9 .AR3 1 percent imperviousness 77F SLi8 \ \9t I t'Uf38 AND Glri@l'EE2 s i INTERLOCKING Lia �� fFC* // JOINT (TYR) y} t ) 6 / f / _ 1111. m 1111 - SIREE' I. .! _.. i... . ` .T r :. f factor applied to RR I uc s�- > I I 41 '� i 1 c 4 Ctk4'EL ft+_ Impervious Cover Computation (values in feet & square feet) ... 1 11 . item I I ._ ..... re-develoll ment Area p p 1111.. ost-develo ment p.. p Area ,. 5. .".r ,+�RR i�J@i.H .�!€4i�. ' ,b . I � y r. ... -.. R Trp � subtotal MULCH hi'.rEJ Bf AME IC O NtFRCwAiJ SYSTEM r - 6Y Ari�sddGriS`r 11 , . . ..: 11 Roadways FILTER MEDIA i-"i?iVIDE. BYA,'�RErRCAaT -' I Driveways Length Width no. subtotal Y Len th Width no. g111111 `�Fr`i"lGht ra_Tq """ .I'll and walks "' a a s 11 ' DESIGNATION ' TA RE GRATE " UTLU PIPE I€E 0 Parking Lots Area 1 Area 2 Area 3 Area 4 , F ---s-CU� 6 X 6 F -' -2TY ,.SIZE -1T <- � pp i ..,E 'tFsati-�7 tcIF .......--1 11111 107,640 MQOIFIKATiO EH OF (DsaW'iNGS ARE ONLY PERMITTED . ,. Gravel areas Area 1 Area 2 subtotal , Area 1 Area 2 subtotal BY W iT_EN AUTHORIZATION FROM FILTERRA)-- DRAWING AV.NL BLE IN T@ RLE FORMAT. 9 �-1� G4U: FCeT-` ;AT�' ?�-7 1 11 ,, ....,...... I Area I 11no. E , _ , Buildings 1 /�i .1"-wYfLttLapi� PRECAST lILiiRAUNIT I(.- E ra I STANDARD CONFIGURATION i _ . 1-111 11 :yards and cultivated turf x .08 = us FXr s.,2aa,27. �a.� .. bx.jT:°�. ' ____111 _ ... Acti crop land Area A°u 6,55932' `> - 7-6 1- 1. O." 29 ?a, Short Version BMP Computations For Worksheets 2 - 6 Albemarle County Water Protection Ordinance: Modified Simple Method Plan: Building C -IV Site Plan Water Resources Area: 111 1_ __ 1_. 111.1111... Preparer: DAT Date: 6/2/11 11 1.. _ ..... __ ___ . Project Drainage Area Designation D1 Parking Area 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, A = . 3,'.01'= 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) °/d3R removal efficiency , RR100/L(post) Impervious Cover Computation (values in feet & square feet) ... 1 11 . item ._ ..... re-develoll ment Area p p 1111.. ost-develo ment p.. p Area __ Paved Length Width subtotal II Length Width I subtotal .. 1111.... ' II'lIIil._.111..1,.,..... 11 , . . ..: 11 Roadways I. .11.,... . ; .... . 0 I Driveways Length Width no. subtotal Y Len th Width no. g111111 -11-.I subtotal , """ .I'll and walks "' a a s 11 ' , .. Sidewalks 0 Parking Lots Area 1 Area 2 Area 3 Area 4 , Area 1 Area 2 Area 3 _ ._ Area 4 1l , ,,, .......--1 11111 107,640 107 640: . ,. Gravel areas Area 1 Area 2 subtotal , Area 1 Area 2 subtotal ;` , °. x 0.70 = °1111.. . x 0.70 = 1 .11.1, .. Structures Area no. subtotal 1 11 ,, ....,...... I Area I 11no. ., , _ , Buildings ,.... _ 0 3 Ac. Lots or Townhomes 65l° Im ,,, ( p) ...I'll I Actively -grazed pasture & Area Area _ . 1-111 11 :yards and cultivated turf x .08 = x 0.08 = ____111 _ ... Acti crop land Area 11.11 Area :x0.25= x0.25= "0_ I 1..1..1...1,,, 1_.. . Other Impervious Areas Area 1 Area 2 Area 3 __----11-1 111_; 111.1., Area 1 Area 2 Area 3 __ I- _. ....1_,1 ,.. ... _ _ Impervious Cover 0%' "II(post) _. ..;......,.. 82%: l(pre).. 1111....: Rv(post) V I 0.79 166.1 i New Development (For Development Areas, existing impervious cover <= 20%) ..1111... ---,III . ............ 1111 .. C f I (pre) Rv(pre) L(pre) L(post) RR 11 1....1..11 /° RR = Area Type .. ° ,,,,,,, , ......._° ,1 _ ... _ _ ° 0.70.1 1.00 20 , 0.23 4.25 14.58 10.33 71%2 Development Area _. .. ,... 111111-1-o,..... 1111,. ........, _......, . 1111 0.05 0.4 ; 0.35 1.00 0%; 6 7.29 6.83: -....a ,. . 1..1 ...... ........... 1111. 94 ' Drinkin Water Watersheds ..........., 1111. 1 1 11..:. ..... ,, ° 1 0.06: 0.62 0.40 1,00 /° 8.33 7.71 , ll o, 1 1,, 93/° Other Rural Land .., _ ...; g~ .1 �,t'N ,11 � 4�� N, 2a S k�ilt�.rt�a 8tli�cl�irtl Plan t�c>tt�s fitterfa Cnrstrue tlan & Insta tlat(rn ,- > � �, • e 1tiOUS .acvkrdlra ts. E[ai. @ .e_. € , cci s tfas f c tEitrras incl elty :�. Each tiattt +,taaatt s. � to n� s.aa6.t6 slataaarsa on theapproved siraaysrirr€rtsAny raalstliEreas€€erais to rials iEl,v'atialtr or 1 xatlsias Shall lie at'Ike. dirtr.titaitof and r§ppfa `ov=a°d by the Engineer. 1.4. It the F'i€tetra is ,,tcinM iic6 re inNtasliltion, the tope d,ub imuat be placed tela the bias using Ibe 2x4 wood )arc=erit3tl9 to prevent any € ottta€ansa€:t3 gtr fio€aa the sl 6. All alar: r€iir. ftttingN stapalalied (if canny ), rrtuss t h4 10in pace, gay per the d0iv>.ry.. Cgravel <. t.:. 'Tota tinier shall b< raltttec€ can :a cirari,aas:ttxcl �€air-gait#c with a minimumminimum6 t€aMI2 < I Isaac taiaatsleing rias 1i.at=at 'ssitfc Qt' ih,c vurb fimx , to 11w Iin: L (af the itnit, IraC cattit a" to be tAuced r,ueb that tile: unit tsblctt cage slab In atch the gradof (fila Lata zit the .tact uftire, 7i,F,c � naris€, Compact atrtcitacurlsi:d, 4iib �,€'attic ssaaierial�, to of aearixisa2taaar wTGnistry at fl- " sa#'optuntull nloi-,,all's. L. nsuitlabIc material below sub -grade sbatli lie nplaccd to th aite. cm,6nee;r's approval, D) E)u lit conaavotRop" shag f be ,aaiigned aaaaci mled Io In et Alia approved drm( 4ngs 'with BakC7ililir; 2t3CaaEli Cie=L"ES°zaI'y In allGi:i.t ::,€tr.. Conditions E`iiEiF IlsC,aa.l. Ctgalnilcll.., F:, (Inc: the Unit is set the internal w,00dcn tOrtm arad ptotectivc noesis cover ilais, be Zeit intact. Remove only Clic tcallpsanoy wooden shipping, blockq betwee'a ftG frena and top h � ` s a before t-<t>islril§as'� u;}a a arc. non- - . plias top 9acl x8acacald I?W se :clrxc9 aasifta tttc o„t i^s,.t tae. w. ar t t Is I _ shrinl; groat butyl ntbber Car >ibTtJlaar twat.r"pt'tx1E seaL Thi, bo a;& on finis oftuw (tel blear$ • r 5., , : e t#ca.iiils s€:asSccl in the lana"st'a tlarssaxl realest :�C:?l :. �, roa,atai•�.cS. 'rine �atl.I.lt:r {�'terawsr.taat or 'g � ,� activation, las t z 'a § }wc ! w a aFav t al G l` as tat neer( afar n. I3ac�1a I , si a.att ear@.�a.ci c.r.:€1c.7 salt tc at € Tc a a,+.t e a T @a s # a I a c,a§F.16t1 aaaza€alaa,s tirii_as7 tRar,s a€ti. 4s1€ €ia,it x I a �rtaalald tie 9 crteasaaacc ra � appropriate t in CIffis on all sides.Precast c sections, tit lI Iw StL in t aiisle€ (aa( will result tt as Gltrt 0,91 t ilt tea all ¢4renica ti ilIutaicdIstt era unit a a[l caattmat �4)M Specification wt � ata<aI Practice Itr 1satalpa(n Of CiisT ciac'tatist dl€t Y Structures", a31 s.°, 1ct€ nthLr1',e 1 iContract fertac:riz:. .. L '" 3 i Curti ° ,o €�€r^(ansa deiiiE'e, 5a 5latl3 e71wt13c, that ,lac. t"1u1; fi.aa, Of the F, t€t i7 utlea + +Tit wt . a t7.,a.s6i3 t i ai 1 rfts.sl�i units i5 €€[ r t,rwatt:r etcv #tLilil than rile flow -fine ofthe bvtla4°s s€rttctaaae Or refleffdroi, aaatet. cur to cut sirSin,W as). I il"re to comply Witt) this guideline Tana; cause fhilure; <amii' ar dam agar to the I`rtltela at , erre irottm nt al a8v ice. Cf. l 40i F term ' un t mi,Lst rccesivc adequats irr -aliens to craasrw wtviv of of the living system during i ,ltswjt 1t iF?a?!a piped ,�estein. ,«^tatter flow or through the trete gruWi 07,C). ,7f a x'wwAllie:rra.com W� ENGINEERS SURVEYORS PLAI4NERS AsSy"'CIATES PO Box 4119 3040 Avemoire Square PL Lynchburg, VA 24502 Charloltesvitlie, VA 22911 Phone: 434.316.6080 Phone: 4341,984.2700 w'dv w. ww3S Sot; i aies.a Fel h ��.t A,alvAtion filterra A.Activation € f tTcfiltasa,i` unit is itstt€sacrONLY NI`b, the Surll�,r tcirc haScr is ' to � . s.1 1 1 as., lPla�xl.x4 r.a t;tllC,t `;• ', 4 rl tttict sstlt,ctitaia atTd atit}..s. ttaFrat �Eswiita Dari cost, @ °4 i [ +� rl,,,. (71e3C.t�i carmoi commcncQ until the, project .qitc as alIy stabilized and €1ei f"g . E lands,cai>irig, grays covcr, nal Paving anti stnm Sweeping Completed), negating, alas;. Cl lCati iifi.tYCCtiCtalatart 9l+LtaTt t(aTF t@at � tt.i€'.v -'*. t 5 .' t'1l ,. :etch a. Ct1it _il.all @)e } T az durhig CC7F35ittditrC. TI Ikf.t to ditalu''r nl;. Ellc. 1i'Cts.l C€Si 1' &hri§aatE tc 13a€Lai: It I B° .r Cd%-°,at€ctn include, tisstaathation eat pslaTnt(,0 a nd raaulch fart=erne say accessary, is€eluded Mainti'aaa>;n€: €. ., Each v:us'acee[v a ..ctalle,d F11WmOK €€arc is, to ba ttl;airrtiaiateJ by thr, Siipplkr, or a. suppliaar alpap'o-'e i et)ratr',iaattr6' r6 ci aninicrta m period of E yCaar, he cOs,t art` alis ,wry€cis as to bsincluded iii the price Of e it Csltcr€t.S: ata. P cd ziat ieaaasa• contracts, are avaittable t extra Pot upon request. W .v fI�_ i�.[Flitid§I il'iC[lit{4tF ai€>2aal€ F3 iE LC 714€S " 'a i4 F a t4 f is ix€sTaa€€aa rat �. °,cht?du Fail 1 s,iiw, The t 4 :�. sc i i. f s a€� are saha~ctli>wel �a� r1a , w ° s e ac..ra <3€t, #1��..,t+aant, vi,it ;ts€aa. to c:lkzra atpa §(Far a~diri4c§ is iciy that aaaas3,. include,, aalts ata t `.,,311d., Fl1@; i"iilC visit ilvlf.., the tiyA€t.92F by 1"e,bitd94 atlg S,'a%'n o, €w t- leaf IEtiL'.r. C. Each Included Nt21PiCraite visit "e_8,5tastf" .elraaan�ia bt" . [ i t r1 u i11 €aa finale I 4 v. Fca ' s � r:r i"a(dcEact salt, atTufa h & ts;tadli rkalat#raal I .. (-.her me iia ev aivaiioaat a ° 11 stadractaa e.e, aat�e.w tv nethealth ^tluattuttic iassavr rfacasnt�s lw,**. r� Replacement c>1aa11rl>rIT 6Disposal of all s(t sasafea7aIlcc. €u4ia;c iter@a.:r 7 5t `1l t,a tt air utlaa•ir>~ ai, a iw°x a c a a.�t and roan: 8 (mports 's; •aria:. s )>` t < (t�paa t as G a l is Ipk.ti tcgtaF,..t) leerobligation L3. ".th artrals, arts ca endint, dad a r a. a 1 i3( ar 11 f 9 Tri 911'6%C]I'd'"3iI fli, @il [ tfa Sill%Ll sysmn shMf be detertuin�d by tfi . Sia 5 t Supplier at tine tptaac the s Is art a:i batt w >, fi tris nate,) trrsll ti tit.(€ ' h Supplier 1 a c t e St ptl,a u, an l.atTaaa e: tb idau: altaa,c �; which . t R a ht la p� f,. �I � 1 an int rani t z' m a -i €. f ttltt € . r,.tentt .s tc?salaat . a 3 Fr M a a e It I.)r 7. oESfGNE. PROJECT: oATSTONEFI ELD DRAWN BY: BUILDING C 1 -IV FINAL SITE PLAN TLB ALBEMARLE COUNTY, VIRGINIA TITLE: ofHR BY: STORMWATER MANAGEMENT NARRATIVE, HFW DETAILS AND CALCULATIONS WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 208026.44 802644C_C-23.dwg CIVIL H: N/A V: N/A 6120 /20 J!, , SET REV. NO. 7 DRAWING NUMBER: SHEET NUMBER. 27 o f 3.5 q) L a Q) <t N 0 00 0 N f . —_ VV C'N f._-1 s,. >..r ..... r _: ' ' �- & ! S "1 J �_E 1 .,..., R U 4 .. .;l 'i 1`kr 3., ti.. Y.#� :_ C E E ( l� .., ;, ;Y; £ l r ': :7 DI; i... .3 i �'N ,,_t A, .R :rvitt_r.''.:i Ili... xE w.H i., .E,_, 3 t F" .. E E1,�`v \tibA7:.. ... ... H I(—,3 L Fk i' i 1 IE,.. , T` RT4,l 4i'I A I:"E l F.,, OV � L :. I ...i lt_Tx..:�.�., ,i ._. 'r'_ �-. t.. :,f 11 C_)a. , lb;:Y _. 3'^'.._. E i" Sl -H- il:IN11.. '.... .. »�ti _.t '.::.? tL>. ;`4.., RE (J,, i_ [3 I.,.. .. t, Rfi' ;PEG dd. �.'%.:.. "'\ a \\� LiA IRE yt U \T\mt ha, A\ C-,0r.]C ETAS l F THRUST BLOC KS F i N _, . • .T 0 00 0 N v U CL ADDRESSED COUNTY COMMENTS DATED 8/3/11 AND ACSA COMMENTS DATED 7/15/11. a 2 ADDRESSED ACSA COMMENTS DATED 8/31/11. 0 N z 1 I 1 NO. I SHEET REVISION SI`E BRANCH .AND VALVE TI-IFE WATER, 111 FP—D l C 1 1 A R. l i! )l , R S y ry \3 v i 1;\ T 1 l k._ IA \. ` { F> k L SIN R F rte • H 3 t _...._...._ -a a ai \l\F 1 @ 1 AilJrt 6 $ O s T;� C`." ._ > ,i:�tL _ 4 LO S ED ON HHR L. DI[) a . LE � S,i IF,1 } l(),i 1�0 i i_ UR ii Gi A—. . .. '4'. .� E_E .... .. ". 51L.). 'i9 w jl' ii.l :,EC:F H'0s.,H ., ,.A::, I AND 'KEEP i C..C_ H .LA _I PE lY_.,>,1 R1L4i' H'E Iy H\(_` F, t, I Al" 1 BOX, } E AT v, e t . !y H is ; FIRE ..;.r'W.h ai,"�_ !� i?°;! , iA k::.'tAD Y 7� L..,_ t'I'::im._ +'.c,:i~.c_ d't:.L:i": -R. NIFFE,: t >Tk 14 .'FI SREA THE >°,f_i..:F? HOLES _E. 3 ai„r, Ip i w_ ,,"."s'.L FIRE R !' € Y D R'.a,"'. N'. �l A E f I't W°i L_ 7' D L.... T'A € I —VALVE BOA:. &J. PLUG \ --- O' SAL `_ T TTwF (COAT RLI S WITH BITI-JM INN , FAINT' T' YP E ' a, VARIES THREADED F LIN m VC NIPPLE AND CAP or BRASS. NIPPLE AND, CAP I . . E � �AAL€- THREADS I 1 F >ER BOA' SEE FIG. W-7, I 3 3I F wp >e.. a x ;qF I I TO DRAIN IF .,...,.. GRADE RR L LOW . o .. VA sE v wdA" I a.A ALV. OR BRASS, M E 2" TFIREAD D TAP DEAD END TYRICAL BLOW—OFF ILE L- 1 r' FICL' W-8 t•. IPAINITEFD t, t t 1 EN¢Cll1 z"tiF 1 1" ... H I(—,3 L Fk i' i 1 IE,.. , T` RT4,l 4i'I A I:"E l F.,, OV � L :. l. "'\ a \\� LiA IRE yt U \T\mt ha, A\ aF F i ( a, I' I.. ' 1 \l t f ?r i T ' t I s I }\ ti �L. -1 H Kt iQ -9 r �r as E i ct s'Y I€ 9 Fl.�s°. I . f I C B 5 1 ..ftF9� i. E:i! .., 1.. F.. d .. ... 1�.3�I i...>....... \. S"\ `t .. L' \... ,'il>. ... T...D .. iA.0`C2A .15 6 l.tlt.. ..>, AI Ii ._ I -_ '3'i `e C. �.., i'l ij., t ( 'P i \ ` I' '.. {> i'I. t1..i .. . _...-+t .>:.,{`. ,.., y. ._,.: i,...3.. .. .... >_{. ... vF y�� E 't pp'�6 'F}k '.. I t -,..I 1. �. ;:; ! l : L f ' r I. I...F ,Y� 3-' ':�: i P I' �. O I E t } �_i• ii • .E r,; 1 vi i t., . a SLINAID l.i 34 . .. #€: I Is f ....._., F 'T`1.., .AI',tT 5111A L `,3....' ..., s„ it,:= Dc N _, . • .T 0 00 0 N v U CL ADDRESSED COUNTY COMMENTS DATED 8/3/11 AND ACSA COMMENTS DATED 7/15/11. a 2 ADDRESSED ACSA COMMENTS DATED 8/31/11. 0 N z 1 I 1 NO. I SHEET REVISION SI`E BRANCH .AND VALVE TI-IFE WATER, 111 FP—D l C 1 1 A R. l i! )l , R S y ry \3 v i 1;\ T 1 l k._ IA \. ` { F> k L SIN R F rte • H 3 t _...._...._ -a a ai \l\F 1 @ 1 AilJrt 6 $ O s T;� C`." ._ > ,i:�tL _ 4 LO S ED ON HHR L. DI[) a . LE � S,i IF,1 } l(),i 1�0 i i_ UR ii Gi A—. . .. '4'. .� E_E .... .. ". 51L.). 'i9 w jl' ii.l :,EC:F H'0s.,H ., ,.A::, I AND 'KEEP i C..C_ H .LA _I PE lY_.,>,1 R1L4i' H'E Iy H\(_` F, t, I Al" 1 BOX, } E AT v, e t . !y H is ; FIRE ..;.r'W.h ai,"�_ !� i?°;! , iA k::.'tAD Y 7� L..,_ t'I'::im._ +'.c,:i~.c_ d't:.L:i": -R. NIFFE,: t >Tk 14 .'FI SREA THE >°,f_i..:F? HOLES _E. 3 ai„r, Ip i w_ ,,"."s'.L FIRE R !' € Y D R'.a,"'. N'. �l A E f I't W°i L_ 7' D L.... T'A € I —VALVE BOA:. &J. PLUG \ --- O' SAL `_ T TTwF (COAT RLI S WITH BITI-JM INN , FAINT' T' YP E ' a, VARIES THREADED F LIN m VC NIPPLE AND CAP or BRASS. NIPPLE AND, CAP I . . E � �AAL€- THREADS I 1 F >ER BOA' SEE FIG. W-7, I 3 3I F wp >e.. a x ;qF I I TO DRAIN IF .,...,.. GRADE RR L LOW . o .. VA sE v wdA" I a.A ALV. OR BRASS, M E 2" TFIREAD D TAP DEAD END TYRICAL BLOW—OFF ILE L- 1 r' FICL' W-8 TSR tD GRADE I AIR RELEASE VALVES a" ���/" �o ', s, OLS > �s' — N COATI RA BSS BRONZE PIPE VALVE BRICK SUPPORTOR SOLID) I NT Lil-( K 3 L- a )TT! Trf" L. K..D OF 'I CO, R RATIO STOP. )SHED STONE I" NOTES: iA PRECAST h +VE`.E COME AND COVER WITH WATER AST ,fiLID, OR AP����..D. EQUAL, SHALL, BE USED. a� WATERLINESTS ���IA s J O Eix A�,. t . AsFITLl, FITTINGS, FOR WATER LINES `Z' AND LARGE -IR USE 2A>.R:V AND FITTINGS, e:) IN SITAIONS WHERE THE �..lx. A���CANNOT �T 3E OM, sL', FROM THE MAIN A ADEQUATE ATE FOUNDATI SHIALL BE INSTALLED A°LLED 3 THE WATER LINE DOES, NOT SUPPORT THE mANHOLE CONE. FD—1 ? ' SHALL NOT EXCEED p - MANUFACTURER'S RECOMMENDED SPACING LEAK, DETECTOR STANDARLD-1 SKIDS STRP# SECTION ENCASEMENT RIPE WITH CARRIER RIFE NOTCH WIDTH TO NOTCH SKIDS TO PREVENT MEET SANDIM SM40ING FROM BEIM ClJT REOV' REM NT AS PIPE IS PLACED W THE CASING -REVEL I�I� D SKID S TAN ESS STEEL STRAP CONCRETE OR STEEL ,� z IN. 1 —_ � E - iT PPE STARLESS STEEL STRAP /--CARRIER PIPE-\ ,r-" NOTCH 232 26 BRICK TYPE "A"„ h� RTIMPLIJG & TYPE "B” go NOTES, 1, TIMBER SKOS $HALL, BE Lt�C T�sT. CY�RE Sa PRESERiAfI'LE TREATED HARDWOOD, NECTPRENEa NYLON, PLASTIC OR OTHER MATERIAL CE HIGHAZZ=N RESISTANCE AND LOW FRICTION COEFFICIENT XPPROVED BY THE ENGINEER, PRESER -471VE FOR TIMBER $SOS S-iALL CONFORM TO SECTION 235 OF THE SPECIFICATIONS, 2, MET STRAPS AND CLIPS HOLDING BLOCKING TO CALRR"ER PIPE SHALL BE STAXESS STEEL WITH A MINIMUM CROSS SEC110N. OF O014 SQ. INSTRAP SPACING SHALL BE A MINIMUM OF TWO t I BANDS PER SKID LENGTH, ENCASEMENT PIPE Hk.� HE GRACE 8 AND sHAL,L CONFORM TO SECTION 232,02 (C)S LIF THE SPECIFICA IONS OR AS SPECIE ED A, CARRIER PfPE SEDT HE PUS :? OR PULLED THROUGH THE ENCASEMENT PIPE SLS THAT 40INTS ARE Al -WAYS SEBA COMPRESSED, S. CARRIER PPE SHALL BE WIRMPED WITH TAR PAPER AT MASONRY PLL,§C, PLUG LL SHALL - _L BE WATERTIGHT, 7: CSS CRETE PIPE FOR M-20 LIVE LOAD AS PER STANDARD PC -,L S. ENCASEMENT RIPE SHALL BE BEDDED 04 ACCORDANCE WITH STANDARD -1, ROAD AND SRfDGV STANDARD REVISION DATE SAE'S ? 6F # CMT DAT 8/29/11 �T DESIGNEDAr PROJECT: STONEFIELD SET REV. No. DAT 9/19/11 �' / ENGINEERS7 DRAWN BY: BUILDING C 1—IV FINAL SITE PLAN SURVEYORS ALBEMARLE COUN7Y, VIRGINIA 'SER DRAWING NUMBER: 6 " X11 •' TLB PLANNERS TITLE: DIHR BY: ACSA STANDARD DETAILS C-25 TZ, A sSOCIA ES HFW ' PO Flex 4119 3040 Avemone Square Pl. SHEET NUMBER: Lynchbu,'g,VA24502 Chulottesville, VA 22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: Phone: 434.316.6080 Phone: 434.984.2700 BY DATE N0. SHEET REVISION BY DATE A'T, www.wwassw=iates.ned 208026.44 802644C_C-25.dwg CIVIL H: N/A 612n /11 29 of 35 V: N/A J 1y t•. IPAINITEFD t, t t 1 EN¢Cll1 z"tiF 1 1" ... H I(—,3 L Fk i' i 1 IE,.. , T` RT4,l 4i'I A I:"E l F.,, OV � L :. l. "'\ a \\� LiA IRE yt U \T\mt ha, A\ aF F i ( a, I' I.. TSR tD GRADE I AIR RELEASE VALVES a" ���/" �o ', s, OLS > �s' — N COATI RA BSS BRONZE PIPE VALVE BRICK SUPPORTOR SOLID) I NT Lil-( K 3 L- a )TT! Trf" L. K..D OF 'I CO, R RATIO STOP. )SHED STONE I" NOTES: iA PRECAST h +VE`.E COME AND COVER WITH WATER AST ,fiLID, OR AP����..D. EQUAL, SHALL, BE USED. a� WATERLINESTS ���IA s J O Eix A�,. t . AsFITLl, FITTINGS, FOR WATER LINES `Z' AND LARGE -IR USE 2A>.R:V AND FITTINGS, e:) IN SITAIONS WHERE THE �..lx. A���CANNOT �T 3E OM, sL', FROM THE MAIN A ADEQUATE ATE FOUNDATI SHIALL BE INSTALLED A°LLED 3 THE WATER LINE DOES, NOT SUPPORT THE mANHOLE CONE. FD—1 ? ' SHALL NOT EXCEED p - MANUFACTURER'S RECOMMENDED SPACING LEAK, DETECTOR STANDARLD-1 SKIDS STRP# SECTION ENCASEMENT RIPE WITH CARRIER RIFE NOTCH WIDTH TO NOTCH SKIDS TO PREVENT MEET SANDIM SM40ING FROM BEIM ClJT REOV' REM NT AS PIPE IS PLACED W THE CASING -REVEL I�I� D SKID S TAN ESS STEEL STRAP CONCRETE OR STEEL ,� z IN. 1 —_ � E - iT PPE STARLESS STEEL STRAP /--CARRIER PIPE-\ ,r-" NOTCH 232 26 BRICK TYPE "A"„ h� RTIMPLIJG & TYPE "B” go NOTES, 1, TIMBER SKOS $HALL, BE Lt�C T�sT. CY�RE Sa PRESERiAfI'LE TREATED HARDWOOD, NECTPRENEa NYLON, PLASTIC OR OTHER MATERIAL CE HIGHAZZ=N RESISTANCE AND LOW FRICTION COEFFICIENT XPPROVED BY THE ENGINEER, PRESER -471VE FOR TIMBER $SOS S-iALL CONFORM TO SECTION 235 OF THE SPECIFICATIONS, 2, MET STRAPS AND CLIPS HOLDING BLOCKING TO CALRR"ER PIPE SHALL BE STAXESS STEEL WITH A MINIMUM CROSS SEC110N. OF O014 SQ. INSTRAP SPACING SHALL BE A MINIMUM OF TWO t I BANDS PER SKID LENGTH, ENCASEMENT PIPE Hk.� HE GRACE 8 AND sHAL,L CONFORM TO SECTION 232,02 (C)S LIF THE SPECIFICA IONS OR AS SPECIE ED A, CARRIER PfPE SEDT HE PUS :? OR PULLED THROUGH THE ENCASEMENT PIPE SLS THAT 40INTS ARE Al -WAYS SEBA COMPRESSED, S. CARRIER PPE SHALL BE WIRMPED WITH TAR PAPER AT MASONRY PLL,§C, PLUG LL SHALL - _L BE WATERTIGHT, 7: CSS CRETE PIPE FOR M-20 LIVE LOAD AS PER STANDARD PC -,L S. ENCASEMENT RIPE SHALL BE BEDDED 04 ACCORDANCE WITH STANDARD -1, ROAD AND SRfDGV STANDARD REVISION DATE SAE'S ? 6F # CMT DAT 8/29/11 �T DESIGNEDAr PROJECT: STONEFIELD SET REV. No. DAT 9/19/11 �' / ENGINEERS7 DRAWN BY: BUILDING C 1—IV FINAL SITE PLAN SURVEYORS ALBEMARLE COUN7Y, VIRGINIA 'SER DRAWING NUMBER: 6 " X11 •' TLB PLANNERS TITLE: DIHR BY: ACSA STANDARD DETAILS C-25 TZ, A sSOCIA ES HFW ' PO Flex 4119 3040 Avemone Square Pl. SHEET NUMBER: Lynchbu,'g,VA24502 Chulottesville, VA 22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: Phone: 434.316.6080 Phone: 434.984.2700 BY DATE N0. SHEET REVISION BY DATE A'T, www.wwassw=iates.ned 208026.44 802644C_C-25.dwg CIVIL H: N/A 612n /11 29 of 35 V: N/A J 1y M 3 a (6 N rI V vI V' rt W 0 00 ._1 Cir 3 a 4Z n 4. l` Q V a. I U N //0y+� `0 0 N Q) U 0 Q, T 0 E '<t ca 0 00 0 N ,s E__ County Albemarle (County Code 02) Date: 6/7111 Subdivision The Shops Preliminary Flexible Pavement Design Worksheet for New Subdivision Streets Preliminary Flexible Pavement Design Worksheet for New Subdivision Based on Pavement Design Guide or Subdivision an Secondary Roads m Virginia I � . I I z I I I I I I Streets Preliminary Flexible Pavement Design Worksheet for New Subdivision Streets 1.I'll 111 „ , _ „ Based on 2009 VDOT Pavement Design Guide for Subdivision and Secondary Roads in Virginia B d 2009 VDOT P t D Gtr 'd f S bd' ' ' d S d R d V Based on 2009 VDOT Pavement Design Guide for Subdivision and Secondary Roads in Virginia County Albemarle (County Code OZ) Date: 617111 at x h Sul -face 1.5" SM -9.5A County Albemarle (County Code 02) Date: 6/7/11 Subdivision The Shops at Stonefield 2" IM- 19.OA 2.00 Subdivision The Shops at Stonefield Street Name Main Street 3" BM-25.OA Base Mix 31 M0 Street Name Inglewood Drive Developer Edens &Avant Phone: 8,00 0,60 Developer Edens & Avant Phone: Engineer WW Associates Phone:434 984-2700 Engineer WW Associates Phone:434 984-2700 ADT Projected 2 -way traffic for the street segment considered, as defined in the Subdivision Street Requirements. J Y ADT „ 1111,,_, .., ., ,, „1111, Projected 2 -way traffic for the street segment considered, as defined in the Subdivision Street Requirements. .., _, ADT ;Projected 2 -way traffic for the street segment considered, as defined in the Subdivision Street Requirements. ., "I 11 „ ,,,, C$jt'D 11.,.1..1, . ,. ,,, , Design CBR =Average of CBRT x 2/3 and modified only as discussed in the Pavement Design Guide. CBRD Design CBR =Average of CBR T x 2/3 and modified only as discussed in the Pavement Design Guide ..,__. _.,. ,.,.. . , ... _. ., _ , , .._...... CBRD ,�.,.... ., __ ,_ ,„,,,__..., ..... _... , __ , .,.,,:.,,, =Design CBR = Average of CBRT x 2/3 and modified only as discussed in the Pavement Desi Guide. Y Design CBRT „ 1111 . CBR value of the subgrade sample, taken and tested as specified in the Pavement Design Guide. 1.1.1.1 ....._ 11_ CBRT --.. ., __ CBR value of the subg ade sample. taken and tested as specified in the Pavement Design Guide. .-_.. ._11 _., „ ..11.1.,1,, .... .., E C$RT ........ . _ _,.... _., 1.111._. . =CBR value of the sub rade sample, taken and tested as specified in the Pavement Desi i Guide. E p p ;DME VDOT District Materials Engineer. _ DME I VDOT District M aterials En • eer. _ _ _ _...._..., DM E „ „ 11 VDOT District Materials Er gineer. "' "' EPT Equivalent projected traffic. ..,I'l. , 1111 EPT , ... ..,,...11.1- i 1 n r r f' Equ .Equivalent t p ojected traffic. ic. E PT 1111, ... , , , , 11111111-1-1-1 !Equivalent projected traffic. P J ' ;HCV , Number of Heavy Commercial Vehicles (e.g. trucks, buses, etc11 111-11 I., with 2 or more axles and 6 or I'llmore tires.) _ 1111, 1111. HCVI'll „ fH . 1 Number o envy Commercial Vehicles (e.g. trucks, buses, etc., with 2 or more axles and 6 of more tines.) „_ ..,,,...... ..,.,,..,,., _ , ,, ,, . 1 .,..... ,,.'- '' HCV 1111,.", -, ", 1_"I 1.__ _,, _. ..._,...... . 1..111 .. 'Number g Nt n ber of Heavy Commercial Vehicles e trucks, (.. t uc s buses etc. with or more axles and 6 yr more tires. Y b „ : %HCV - composed of Heavy Coriiinercral Vehicles. traffic volume c of the total r 'PercentageP y___ „ .. Q off J C V .. .. - Percenta e of the total traffic volume coin osed of Heav C g P Y Commercial Vehicles. _ 1111... ... %HCV 1'_111, 1111.. , 1111 1111, , 1111 1111.. -..- ........... , .......... .._ _. .. ........ 1111. 1111 :Percentage of the total traffic volume composed of Heavy Commercial Vehicles. RE ' Resiliency Factor = Relative value of the subgrade soils ability to withstand repeated loading. . _. ..,.., ., -. 1.11.1_ RF .,, I11 1 Resiliency Factor = Relative value of the subgrade soil's ability to withstand repeated loading. . _. .. RF .. _ Resilient Factor Relative value of the subgrade soils ability to withstand repeated loading. `.SSV ;Soil support value of sub ads SSV =CBR x RF pP g ( D ) __ _ „ ,11.1- "., .. ': ;SSV ! Soil sir ort value of sub rade SSV = CBR x RF) pP g ( D 1.1.11.,__ , ,., . _, "., .. . _1.111. SSV . ,., .1.11,.,1,,.,,. -, , __, ,., .11-111111111-11111, Soil support value of subgrade (SSV CBRD xRFj - DP coin uted b the Conventional Pavement Design Mlethod. Thickness index of proposed pavement design p y 1111, ,, ,,,,,,,,,, DP .,, .1. 11 11... ''' Thickness index of ro osed avement desi i coin uted b the Conventional Pavement Desi Method. P P p P p Y gn ....11 ,, ..... , 11 1, .,, ,,,„1 1111., ,,,,.,., .11 . _."Ill ,,,,,..:. , ,,, „:,: i " `" ' '' , � __ DP ; " " " "'" """' ""' ,,, 1 " ' Thickness rude o proposed x of pox pavement design computed by the Conventional Pavement Design Method DR :.. 1111 .., ., ......, ,...,...: required, based on Desi ADT and SSV, determined b Appendix II. Thickness index equ Design Y PP , - : DR .. Thickness index required, based on Design ADT and SSV, determined by Appendix II. .,, ,. _. < ? 1111.. .. .......,. I'll,.. I. - -- rc - less m ex required axed on Design ADT and SSV determined by Appendix II ph „ _ _ „, „ , ., . ... __. '. _ ....... „ .:, , , , : _.., .. 1111.. 1111. . .. 1111 __ ........., 1111 1111. ,.,..,.,.,. .>:. .. .. 1111 .. . 1111.., ..,,,... 1;111.. .11.11 , o..,, , , ..,...... ,,.,,<,...,. ... , , ..<.., 1111: . <.. .. ;'I ... -, .:I , ..,:.. , "',,, ... 1111... < < 1.s:: _ X x:�:r..., 1111 ;a,;:; :-.:E;'. 1111 .__ ... 1111 1111. 1111., .. 1111... 1111, ':.,:.... i 1111.. :-1111 _ :. . , ,-1111. __1111.. „ 1111 .:. ,. .s>tt;' •.r .,, ,._ `. Ste ,a. Traffic A I rs , p ., , � y.,:. .,...., 1111 1111 ,,n 1111:, 1111. 1111. .....,, + �( � 1z;: ::: 1111 1111.. i - 1111 1111 1111 .S7te: - :;1:. : A. ,.,..... ,.. 1111.. .. ] .. p.,,.,,.,. 1111 ....,.a a. 1111... ... -.,:,, 1111: ..€ , f `. 1111 1111, . ,, 1111 ;.. .. 1111., .� :. - ;:E ,. ,., .a,,,. ... .- y-� . ., . :,:. 1111 . q, ..J ,.. -Su rade: b1i;Dat,.,:.,, . R _ S _ - :; 1111,, , ;.;, , ,< 1111,,, 1111. ..... ... .. 1111 ..::.r..... , ri- ... , s: , . 1111... ,,. , .. ,>,.. 1111.. :: , .. . , ::-:. .. ;1;111 1111; 1111, .. <, � f� �Y 111+1: 1111. 1111 ,, ,, . : -k7 t a _, 1111.. 1111., .. , ,.. , .. , ... 11.11 .. ... .. >:: ♦ 1 111,. , e : j {. , , rad So>tI DataM 1111 1111 ...,...... 1111 1111.. . , „_ ,, ..: •: 1111,. . „ 1111:. .. 1111. ........ .. 1111 ,., ', ;;1111 <,, , • :I,. .,.::'.., 1111:. . . 1111.. ... ., .. ........... 1111,.. , ,-, .:::.::: ...: 1,111.,.1111 11.31 „• 1111 ,......, , 1111 ... ., 11 1111 :-. .,.. .1111. :. 1111 .:. ', . 1111 , ....,... 1111. ,,, ';E:• ', _: E, :• -' ',; d ... , .:. �,n,,� , ,,.,:,;.. .. 1111; , 1111.-. _. ((Ja, 15 1111 �c"1 ,..TrL�#t� _1111,,, ... 4 . .. ....... .. .. 1111. �.7te r. ... 1111 , ..... , ,., 1111 _. 1;111 p ,....,, ... 1111' E :. 1111 -'.; ie 2: ,Sab raids a °Data 1111.. , ... 1111.., .. 1111_._ . , 1 1 1 1., 1111 , ....: ................ 111 1, 1111.. Soil Sample CBRT RF 1111,, ... , , , , ,:__, .,: , , , 1111.:, 1111:.. , . , , , 1111, , , 1 1111.. 1-1., 11.11. , . . Soil Sample CBRT RF , Soil San le , CBR RF 1. Present ADT = .. -. .. ... 1111, 4060 .....,., __1111,.. _. 1111. 1111: .,, ,.. 1111. 1 0.0 Source Value 1. Present ADT = � 11,,, 5900 , :: ,. 1 0.0 Source Value 1. Present ADT % 2740 1 0,0 Source Value 1111 .. , 2 Table 1 1).O 2 Table 1 11.() .. ........ ............ . .......... ...... ,........,. 1111. ..,........... ... ". 2 Table 1 (1.(1 2. %HCV (%) , 3 Appendix I 1.0 2. %HCV (%) - „ ., , ­ 111111-1-1-1-11-111111V , . , , , , ,, , , ,,,,,,,,,,,,, , 3 Appendix I 1.0 2 %HC „ (%) - 5 3 Appendix I 1.0 ' 4 DME DME 1111_.. 11 .11 , 11 :4 " , _ .,. 4 DME 3. EPT - _ 11.11 5 3. EPT = °.r0 = 5 .,., , - .- 3. EPT _ t, 5 Avg. CBRT = ;,£ j Avg. CBRT = Flit; ., _, _.,, ., 1-1----.. 1111 1 .1 ., , .. ... 1111.. , _,1111 ,.,. , ,. Avg. CBRT = t 4. Design Period „ 1111,,, -11 _.., 111 .111: 1,,, _,"_ ... 4. Design Penod „ ...: ; 4. Design Period I",-,",,,,.,, , 1111.,. _ .,,,.,,,. _; ., Years -: 1 ,_ _111,"1 „ Years = ., ,1111 ,1111 , ,, ,:,:,.,:, . „ l 1.11.1.. , , ,,''I'll, , „ ., , -1 1111. „ ,,, Years 1111:,. _.,,,,,,, 1 _.. - Growth Rate % - ( ) F 3 CBR D x RF - . ,: ' S. ,,, r Rate o = G owth % ( ) 0 BR C D x RF S V 1 11 .1 E _ „ _,_ _S ,,., " ,, 1111. 11,,1:,1.. _ _, ., ,_. , 1111_._ ...1 1,111 , ,: ; r hR G owt o ate ( ) =€ 0 CBR D x RF SST . , ' ti 3 i. ,, , x p : ., FF 1, a, - ." E.,: ! ' :del >;,t.` _.. x s �v � 1111 1111.. 1111 1111 .. ... 1111. _. ., , . 1111 1111 1111.. , ....... _. _.i. 5. Growth Factor = 1111 , ........, 1111 ... 1,01('11 _,.._...... - ........ 1111. _. _ 5. Growth Factor = 1' "' 1111.. ° ' F F ....._ 111-1 1111... ........,.. � 1111.. . 1111... ........... a -S t < r Z ._ , 1 111---. , 1111... . 1111 ....,_...... .__.-........... _......_ ,........ 1111 .. ......... 1111..1111. 1111 __ 1111_ .. _ 1111_. ..._..... ._ .. 1111. - 5. Growth Factor - I'll F E , 6. Design ADT = : .,, , 1111,... 9 1 11 I'll _,..— use SSV from Appendix I = 5,t P Y PA For preliminary designI— -.:. , . ,...._... 1111.. 6. Desi ADT - gn - ,111 11 1111, ,:,_.... ,. _, s .s. , 1111_.... 1111... For ieliminar des' use SSV from A endix I =' 7,0 P Y €n, PP -.,- , , I 11 11, ... 6. Design ADT = ?'Fl For preliminary design, use SSV from Appendix I =',I I , L I . Preliminary Flexible Pavement Design Worksheet for New Subdivision Streets Preliminary Flexible Pavement Design Worksheet for New Subdivision Based on Pavement Design Guide or Subdivision an Secondary Roads m Virginia I � . I I z I I I I I I i (SpTf € I 4 I � ��L.°�-fit r, �^..,,........ [ ] (A) Limited to Design ADT < 400 - Show pavement material notations and thicknesses from Appendix IV Tables A and B. 3 [ ] (B) Show pavement section as developed in the Pavement Design Guide DR =i 11 ,93 111-1-1111 1111,. _ , , _ 1111 111 y values, a) ­111­11_ (See Appendix 111 for material notations and thickness equivalen­1­1 romAppendkil Description of Proposed Pavement Section p Stonefield Street Name Material Notation Thickness, h a at x h Sul -face 1.5" SM -9.5A 1,50 _CL'T 1(1_ . 2,25 w ' Intermediate 2" IM- 19.OA 2.00 1'111 F : "Y-1 2,25 ,,,53.3 Base 3" BM-25.OA Base Mix 31 M0 2.25 �';."; 5 Subbase 8" VDOT No. 21A Aggregate 8,00 0,60 i,SO ,..,,,. :, , 1111: , 1111, ,_„, , 1111: :..:..,... , 1111:: :.,.. ,... ,.. of DR. the valueP Int �t equal of exceed( D s P q „ . 1111.. ...,"... „ D axh E ) Z 4 F 1 ADDRESSED COUNTY COMMENTS DATED 8/3/11 AND ACSA COMMENTS DATED 7/15/11. 2 ADDRESSED ACSA COMMENTS DATED 8/31 /1 1. N0. SHEET REVISION DAT 1 8/29/11 DAT I 9/19/'11 111 [ ] (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 DR = 20, 11111 1111,, 1111.., ... 1111.. __.__............. - (See III -for material notatioris and thickness equivalency values, a) FromAppendrxII Description of Proposed Pavement Section Material Notation Thickness, h a a x h Surface 1.5" SM -9.5A 1.,50 225 3,38 Intermediate 2" IM-19.OA 2.00 2,25 4.51() Base 3" BM-25.OA Base Mix 31)t) 2.25 F=3° Subbase 10" VDOT No. 2 1 A Aggregate 10,00 0.60 6,0' 1111, I—- 1111 1111 1111:. 1111. 1111 1111. 1111. 3 : DP must equal or exceed the value of DR DP - E( a x h) = Rz\ x� 1111,. _11-1.---______ 1111., 1111, . . 1111.,. .1-1111111 � 'a (SpTf € I 4 I � ��L.°�-fit r, �^..,,........ t � ��1 p Stonefield Street Name Swanson Drive Developer Edens &Avant Phone: Engineer WW Associates Phone:434 984-2700 BY DATE N0, TYPICAL MANHOLE WITH DROP CONNECTION SHEET REVISION BY I DATE NP„ WAW [ ] (A) Limited t0 Design ADT < 400 - Show pavement material notations and thicknesses from Appendix IV Tables A and B B Show ement ec i n - [ ] O pay s t o as developed in the Pavement Design GuidII eDR -' , ,9 (See Appendix Ilffor material notations and Thickness equivalency values, a) ? FromAppendixQ Description of Proposed Pavement Section MatertN ial Notation Thickness, h a a x h Surface 1.5" SM -9.5A 1,5() 2,25 �, Base 4" BM-25.OA Base Mix 4-.0(1 2.25 9.0 Subbase 10" VDOT No. 2 1 A Aggregate 1.0.00 0.0 6,001 a4- 111 DP n 1ust equal of exceed the value of D a x h DR. 1 P - � ( ) - r SLC)PED AREA N i = i i iE: a, t ' i_ I=��lw, �'I I� E �� ��i°-��`�ST} IrCPLACE � 'a (SpTf € I 4 I � ��L.°�-fit r, �^..,,........ t � ��1 _ r>. CRE. E �.' -r- C 1111,.. 7 11 I `"°��,��� ... CrM I 1 I l L l lt_l E � i� �ij,,. St rI 1 �y_,I (�^� f 3I •:8$�q il;., FI`� ilr"-��1 I {p �IIi ^'F%..R 4..I `i 1111, �... ,`-� i..« ;l-.I-`� ��" RVS1. ! d;.if �. 1111.. g ' - �_.ttf. _CL'T 1(1_ . i? i; >`- E 3 A., r I w.'\c, ,. lr,:, .�'!:< :�tH SHA i ;' �j , taE c..,A r C -rte { R_.{I_J.I`� E_ F''-�.:TiT-~-,p.1 t s ^, '- g �� p i r ly E 1111 1111 ,..� Vs��1,�.i1,4E , 1111 t� f § '� i� i >.i l E,.. �iW# :..�A<�'1.i 1111 1'111 F : "Y-1 cr-j".. 1„1 5. C Iii j.. X,. 'y Y;\i �t i. �'.' E C,.:�1 F::'� E Al5�. . BY DATE N0, TYPICAL MANHOLE WITH DROP CONNECTION SHEET REVISION BY I DATE NP„ WAW [ ] (A) Limited t0 Design ADT < 400 - Show pavement material notations and thicknesses from Appendix IV Tables A and B B Show ement ec i n - [ ] O pay s t o as developed in the Pavement Design GuidII eDR -' , ,9 (See Appendix Ilffor material notations and Thickness equivalency values, a) ? FromAppendixQ Description of Proposed Pavement Section MatertN ial Notation Thickness, h a a x h Surface 1.5" SM -9.5A 1,5() 2,25 �, Base 4" BM-25.OA Base Mix 4-.0(1 2.25 9.0 Subbase 10" VDOT No. 2 1 A Aggregate 1.0.00 0.0 6,001 a4- 111 DP n 1ust equal of exceed the value of D a x h DR. 1 P - � ( ) - r SLC)PED AREA N i = i i iE: a, t ' i_ I=��lw, �'I I� E �� ��i°-��`�ST} IrCPLACE � 'a (SpTf € I 4 I � ��L.°�-fit r, �^..,,........ t � ��1 _ r>. CRE. E �.' -r- C 1111,.. 7 11 I `"°��,��� ... CrM I 1 I l L l lt_l E � i� �ij,,. 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Lynchburg, VA 24502 Chazlottesvillep, VA 22911 Phone: 434.316.6080 Phone: 434..984.2700 www. wwctssociaies,net 1111 t E . � .. �................w.., I , ' i r ,. 1 1 11 l.. ... E. >., .,. 11T 1111 N \ _-5, f ; S i i { E iM.� 14F �„ s i.,E „ ! i H S R.S i ;z, 3. R I r� ) t.,., ! l >n. i _ �,i. L. i .v�.S - ti; C,4 i � ?AP ( R. A S.P. „�� .. :�- r�r ,'y': (tai i N,, --'- _-1f, IE_w � [�- s_ � ..'llE�,._, r �, 1111,_.,_ , ��._ �:: rF p_„�' E �.Pr�, -i `NIH L is 6 \�� \ A l is E, I ­­., I 11 I- I I " 1_ , �,­_-__, - --,-- '.,-,',/4 Ud'A '�_JF I,,PIR,,-�4 ��;'F ,1E E E WITHIN r "d $ '.o . 'l",_Y.1 l.. i" iei... [11 I iCS,_�t,l PIPE : , � f 3I •:8$�q il;., a F '.:is .. 1�4t }."-. `" i. i �5'-i p:�. a. i? i; >`- E 3 A., r I w.'\c, ,. lr,:, .�'!:< :�tH T il�,l t.. (.l .?k m E,9: €:: .. i ;' �j , taE c..,A t �.:�. 'Fi �iW# :..�A<�'1.i 1111 ` I ,. '�N r��:I k`;i ., is -8 _ € (i>�� ',. `ti.:.::= l_I E,' `' 3 , .) E:_.,t�!._: 5. C Iii j.. X,. 'y Y;\i �t i. �'.' E C,.:�1 F::'� E Al5�. S try 3.- IIL ) i 1111, s-, 1111 __ I I � .SZ e11111111-1,_ 11. 6 'u i P 3"` M�a_ib r_. ON - PAVED AREA .� t'�t } ... ".. '�'`.` .. t..w. `„ (. , ., �°l' .. _.lid' r e,,, +!.,. , ,' E g 1111. ., s c'ar iP 1°y} z", lI ``:: P _ .,..,.,... E .. I P r E i ?, i€ t Ni. ,�'' l E` E - i" p 1111 " 7 7 _..-1-1-1-1 .11 i I: .. _:_.. �'- l i't' i t t 1.,», � ', It 1 .. �... ,. ,., r, i : r € ,., -� R.. P" .. " ,, i:: , ..�:?.J E F.._ yy E 1 3 1 l'r�:, isiltiI ?Z i A(- '77 7, ­_ I "`_ � -_.C)4 .. 5 � a �` r 1 61 < 1111. , - - 3 t1_11_1_1 Y.., i Al, F_ 1111 i ,- I.". i � i. ' �rt:' �:..... Y: S. F I'� €nn4 i F 4> 3 i l' ,.:i � < �t � " i. 1 i. f �i. F '- a �:�s,f i. .. ,,i'. : .E, is i ,ai l':E,la : pp t P " � ? '� (�' „ �, i t ��, 1111 . l� i:. :.1 "31 "'. l., 1111 .. ... 1111 "2 � _ { i'. y �> i `R `l �� }, I i, 1111.. . a iI , , ,\ - "" .., �n V ,.�� 1111 I >a .,..�... }:i .> [.:; ,,. 1^1\�. ,>: .? >G. i,.....;i„i ., i:...Fv.� ..,­.�;:.. e.N ''�l''s±., �, E, 'i" -Ii l�t, ;.3: .,:5.!.q.. ', �e � ,.. ,^ i �•SS 99 ,. -��. ...,� I'I. L�,..>., d :, ?., i RIP �\G.. F.:� °a ( ! ¢,7,.. ..\�l:d ..l ." 11',44,11' :i,1 T-.• SON- \�i17 i �.... av .:;. .,, { 1111. i i .I ,� .". 1111 v 1111 :: ;, I_ _i.,fe_,..•a.::"'1€:� ;;! + il.,tF,,` � 'Yii,�„fE'R P,.'� x..€s__i a '��';,iL4 F.; i' ._ 1111 _ "' ` ....P L'. <�c E>i.'i'^a - X, €.. `�.,s.",,. F:?I`: _ c......, 3. � 0014 � s ,.",,,, ..: ?I ,. C i 5,,,:" ..' , 1...,., i .., T().-� F" ,,.h .. (' _, :4t...,s".-1";=f q!t F \ .,t,. 4, i .:F C ,.>r\, i`" E. ",.P?I,,y,,. 1111,, ,40, 63 :37'.1," ��^,.sy, s -3T t' ti,�zE ti z E_}�� !3 ..3! �=`;�;t._i: DESIGNED BY: PROJECT: DAT STONEFI ELD DRAWN BY: BUILDING C1 -IV FINAL SITE PLAN TLB ALBEMARLE COUNTY, VIRGINIA T1 TL E: o NR BY: ACSA STANDARD DETAILS HFW AND PAVEMENT DESIGN WORKSHEETS WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE:/ 208026.44 802644C_C-26.dwg CIVIL V:• NIA 6/ ��/ 1 1 SET REV. N0. DRAWING NUMBER: C-210� SHEET NUMBER. 30 Of ,35 0 SHOPS TSS EEI L D Fixture Manufacturer/ Description Catalog Number Lamp Wattage Color Type 2 A, 2 Gas I GSM I GSL GALLERIA SQUARE MISUNTING CONFIGURATIONS 2W 120- _ COOPER LIGHTING/McGRAW EDISON: If 90 4 AL A 3 1.7 -------- 7XA Exterior pole fixture, 27'-6" feet in height. GSM-AIR-350-MP-27'7-3S-FG-I3K-F- Metal Halide: 350 Watt Bronze L DR:]A---j Pole mounted on 211 pier. Four MA1024XX (Fixture Head) CDM350/V/O/PS/4K/ALTO (Philips) 1-04- GSL - _ - 418.8 fixture heads. Bronze finish. 98 13.7 13,7 15,5 3�6 SELUX: Exterior pole fixture @ 12 feet in DICERA BASYS 600-DS06-R3-H150T6®BZ - Metal Halide: CDM Elite 100/T6/930 000 Cloar Ileo, XBW height. Single fixture head. Bronze finish. VOLT- SM1698B, Pofe� AlT535-12-13Z-130 (Philips Mastercolor) 100 att Bronze WATTAGE TABLE Gal leria's Superior light distributions makes it the optimum choice for _ nish MHC150/U/MP/3K/ of films Lengths Luqj R IF GARDCO LIGHTING: Pendant mounted GPI-15OPSMH-277V-Pen dant Mount ALTO A XG garage fixture with an indirect uplight Assembly Philips 150 Watt Concrete Gray component. Concrete Gray Finish, 5S it Col-tructillon opti.dil plugs and are field rotatable In 90v SELUX: Exterior pole fixture @ 18l feet DICERA BASYS 750-DSC75-R3-10H250ET- Metal Halide: MT250D ET -18 Pulse With stamped reveal has efficiency optical systems utilizing interior tempered class lens or flat glass, XH in height. Single fixture head with M BZ-VOLT-S1698B, Pole: AT53Z'-)-18-BZ- Shaft 250 Watt Bronze coat. U.L. listed and CSA certified systems constructed of premium internal bolt muldes allowing for M Start H EYE for wet locations. DOOR: Formed 95% rallective anodized aluminum easy positioning of fixture during !;!a. bracket arm. Bronze Finish. BC -3 Du & hinges, captive retaining screws mounted inside a thick gauge mounting for contractor-friendly FRA(Sq. T.jLoad--Include NOT ES- single carton packaging of housing --------- polyester powder coat. (Spicier Protection. All segment fee,, are and arm. 30 August 2011 DATE McGraw Edison The Shops at Stonefield XA PROJECT TYPE CDM350/V/O/PS/4K/ALTO (Philips) tMNUFACTURER F-Darl, Berze LAMP 3 Four fixture heads 2 A, 2 Gas I GSM I GSL GALLERIA SQUARE MISUNTING CONFIGURATIONS 2W 120- _ 3 - 99' ---------- If 90 4 AL A 3 1.7 WdTI Mount Am Wort Single Am M,1111 2 ISO- Arm Mount 2 5 90' Ar. Mount � 120' 09""! Pole only) Am M..rt 3 4 W Am 114 . W- A-; A cA L DR:]A---j 68 .- 9____ 92 1-04- s.RA. TABLE XA 4 F-Darl, Berze d 3 �A_ 2 2 A, 2 v,,Irt, vrhe,, ppl ilAbill 2 Z, ISO- 2W 120- _ 3 - 99' ---------- If 90 4 AL A 3 1.7 3.4 3.1 6 46 52 GSlvt 2.9 j 68 .- 9____ 92 1-04- GSL - _ - 418.8 1 1 2 4 1 98 13.7 13,7 15,5 4 XA 4 F-Darl, Berze d 3 �A_ 2 2 A, 2 15-5/8, TV I., Lines As C D E A B C J E A 3 LENS ASSEMBLY, AREA ROUND OPTICS. 25 z _ 1.44 0291 _0,7 30_ no Im od. ten 0,10 073 0t37 015 _,UA._ 2 COOPER Lighting 3100 1 5" 2 ec' '.00 cl�o 020 - 4 11,13 0.07 4 0 1 2 3 4 5 1 1 2 4 1 0 1 2 3 1 5 SM _G 6 S.Nl_X X_jIO-I l _xX_0-fvI1,AS-SN 3SM 1`A 3�6 P:3 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F 00 -Watt VS A 1 6,rnn152111­1�35 000 Cloar Ileo, 1,1[! LIin, EIII-i r Type H V-1-1 A- S,l­ Flut Gloss 't rel- I" Flat v' ;.ss FjjItteandle rahle COO R XA IIfI,t "Id _-j F-Darl, Berze d McGraw Edison Adh r GG,lv,ri.d nun 11 If I-I'SLI It'lljoht 15-5/8, Mord "'I'l F -I I., Lines A D 100 Vv SLI 40OW Art LENS ASSEMBLY, AREA ROUND OPTICS. 25 z _ 1.44 0291 _0,7 30_ no Im od. ten 0,10 073 0t37 015 _,UA._ OO 3V V� 1AS) COOPER Lighting 3100 1 5" 2 ec' '.00 cl�o 020 - 35' 2��O 0,73 0,37 11,13 0.07 - 40'__. 2,00 1.00 0.10 0.20 0_38 -- .10 COOZ Lighting -T1 Visit our we sit, at w-cooperligh ting -m www cpoperdgh@ing.com Customer It r,1 Center 1121 A I j h wdy 74 S,Lth Tea ch- C ty, G A 3026_ 77 D 486.4800 FAX 770.486.4801 2.3 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F ADHAKI375 p, 201D-10-22'3:03 12 20104'0 22 13 1 1:23 DAT= McGraw Edison MANUFACTURER Four fixture heads ORDERING INFORMATION The Shops at Stonefield XA PROJECT TYPE CDM350N/0/PS/4K/ALT0 (Philips) LAMP Gas/GSM I GSL GALLERIA SQUARE Sample Number G=-Ar"00I NrT­3V-qC-BK L F_ I I --t I L,,,, 5 L-1 T- Ef-fle.- Color'" - OSS""If.. sqdee end.e. Start MIll] dl­-� AP=GrAy THS [..11:111 Ions, I'd, Ah 1 FmT,pe I Formed - Card -tuella E.lare Pressure 11 Forrl fill x, lid I E­ M',E" d1v S,,di,­ '-r. ­ C1 """ ."Id 2 =F­Ilsog,)I Aloee7x qALz _,rr. 1,rd, 'Ell or, �S 'add� 3F=Type If F,,,,,cd I elre pini'd- "A:... r' 475 S, Type Ill SAndl GM: -,hr, ­lallh, Method "A xx I 111 1,11 11 FAI, 15 EP ­ 1 ... fi.9 M �S Tpa IV Sogr-I l r 12dV AM Arn 250, 208V S;Typ VSdgnxI opti... All Ad,, 320 32071 MI In-I1­,l.­ll­ �.,dj I'lle -1111 -c: 240, Fq=F,,,,,,d Hit- I Smote FIA, 217 r .Sw A Ill f., 40&N- 2772177V El and List, Eln- v347 J)l� I'd 11, 1 15 11PA' EqLI­ Pre - S -d7v CA CIt'lrdAq nnerd, 16 FF Daub F- (208 240 or 45frY "It EHS' 430V) -1 eIo-. I ZI, I- I I' - SMI (dde� s,',- 4.0: -IV v­e­ ­. (2 /8 Dc 750-755,V V Ln., MTe EM Quartz Re,ldir, T_-) ar-, A75IN AR:ArSI, redtlDrlay tzolie-I-d F-d F.I. Ad.pId, S_; tnr� Trip-apin Ai - eq,,rl I _'A spider x­nt. (3 11- 1 tDII AS 00 redo, Has ET: 5-rixIl 3V -Type Ill V,ftloajOntass A,,v­ SN13: Sp do, "o -H 70'700 all P-1-Ifdar NidejaR NE� Pi'AIAL,,T,tAnr,,t RkoI tot (3 1/Z' CD1. Von.,) OOZ lorel ENS'E.: P"clique tot D. $o: H I... Type .d,,, SidS h1d. T_ ,AL1l1I11I1I'11 o 12 1-211"1 FG: Fint G-111 111151 SIll elllvlln_2L­_d1. �� A1 I 460=4000 VS=vq,d'I sdr,lds, 1000=....... end AlUt D. 250 250VV tot r 404=4)(AV --pe, I 3r, an 19 U00=IG09WsT-d -ii A, d, A "All" c1l b- .111 d1l --t- I-T ­ In core.. v t Srt111t ..Ifs eery ac v P s. .,,n el 17 T- ­ :I 1,11,T,pl Trpl�as 1 P., d),ly ot 10- �1eI 811,11,'dl,,IILIF11111,11,111,;lI xew 11,r, Ill T'd 'I'll 11-11111111 t, „T..: ......a. toot, GSIT 37 1.,- IS 9�V, 5L 1, 3� v.111 nin- f 1,11 le, R1, Al. 11, 1 L one 'A 21 4111 DATE McGraw Edison MANUFACTURER Four fixture heads The Shops at Stonefield PROJECT TYPE CDM350/V/O/PS/4K/ALTO (Philips) LAMP 23 LEONARD ST NY NY 10013 212 343 8400 V 21123438740F BLISS"PASNTAN UGHTING DESIGIN 22 July 2011 The Shops at Stonefield - Site Lighting XA DATE PROJECT TYPE McGraw Edison N/A MANUFACTU. LRER AMP Four fixture heads on 27'-6" pole RT, ROUND APD STEEL in, 3C I A SPA Grade -11 W plate vIth AW A3 b6 base over 5 Al her per ASTA A67 it n1,2i (2) flat roffr ul N- --Held hele seem bvT,f '51, DITS PI1,1 ­u�lre jft,'.d-d ed,Tiln 2 'I'd d nilt) are hot d'0 rZed X 9,11 hook bol:. 3 Steel I'Eft mf1indIrlyrd -5,100 P�I.Stqt blovtod era4" hook S V ej. painted '-h polyester erefro, (,pc,!f,1l F 0 L I 1 ICT A g' '��S -4 Cx 1I K -Bolt Cale RP Bol P n: IcA, A '., D 5c1 Dia eH 9c1 Dimensions : S ri AMENDMENT # I CJH 1— 1 7-2012! 7200 Wisconsin Avenue 0 Suite 400 0 Bethesda, MD020814 Phone: 301.652.7400 0 Fax: 301.652.3588 BLISS-FASMAN LIGHTING DESIGN S A S lvl Aldt UGHT.WQ F:Gt id 30 August 2011 The Shops at Stonefield - Site Lighting XA DATE PROJECT F-Darl, Berze TYPE McGraw Edison CDM350/V/O/PS/4K/ALTO (Philips) GG,lv,ri.d LAMP 15-5/8, 350 WATT METAL HALIDE LAMP SHALL Four fixture heads 236mm BE VERTICALLY MOUNTED WITH FLAT 327mal v= G,,y LENS ASSEMBLY, AREA ROUND OPTICS. (E) ® 71"\ W =IVN7 19-1/4' 21-3/4" DESCRIPTION -Block COOPER Lighting I.Tr -d- ADH082675 Po V,Isit our Aide s' 7" t--o-porlighting.-dr, 2fro-10-22 ^z,03:12 4L0-, d11I.A I 52mr, or _L_ 1ISI.- F-IlCurdle, 1121 H 0-Y 74 S.Sth sap tree Crty, CA 30269 770.486.4800 FAX 770A86.4801 I- IC 2213 1023 GGL 14-1/2" 'I- 'I"tdI, z IT H I 2G-7/8" �'�'rrd 170 T 10 n;. 18-3/4" .119 3/4" 3�6 P:3 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F 557.m A 1 6,rnn152111­1�35 loo,nfl,q rLm 476-ir,602-n-, NOTE: Too cap used n, CSVI 23 LEONARD ST NY NY 10013 212 343 8400 V 2122438740F AMENDMENT # I CJH 1— 1 7-2012! 7200 Wisconsin Avenue 0 Suite 400 0 Bethesda, MD020814 Phone: 301.652.7400 0 Fax: 301.652.3588 BLISS-FASMAN LIGHTING DESIGN S A S lvl Aldt UGHT.WQ F:Gt id 30 August 2011 The Shops at Stonefield - Site Lighting XA DATE PROJECT D TYPE McGraw Edison CDM350/V/O/PS/4K/ALTO (Philips) MANUFACTURER LAMP 15-5/8, 350 WATT METAL HALIDE LAMP SHALL Four fixture heads 236mm BE VERTICALLY MOUNTED WITH FLAT 327mal 397mLr._152L­ LENS ASSEMBLY, AREA ROUND OPTICS. (E) ® 71"\ 3-1i " 19-1/4' 21-3/4" DESCRIPTION no Or 15" 2"9rd" Galleria's beauty and Versatility make it an excellent choice for roadway 4L0-, Ml� I 52mr, or _L_ 5 er 81 406l,­ GGL 14-1/2" and general area lighting applications. An aesthetic reveal In the formed 2G-7/8" �'�'rrd 1 11 14 18-3/4" .119 3/4" 3�6 aluminum housing gives the Galleria a distinctive look while a variety of 557.m A 1 6,rnn152111­1�35 loo,nfl,q rLm 476-ir,602-n-, NOTE: Too cap used n, CSVI mounting options and lamp wattages provide maximum flexibility. .1- vertically tamped -fl-n[y. Thickness WATTAGE TABLE Gal leria's Superior light distributions makes it the optimum choice for _ nish & y'pm of films Lengths Luqj R IF almost any small, medium or large area lighting application. 5 A F 't A X SPECIFICATION FEATURES 5S it Col-tructillon opti.dil plugs and are field rotatable In 90v HOUSING: Formed aluminum REFLECTOR: Choice of 14 high housing increments. LENS: Convex With stamped reveal has efficiency optical systems utilizing interior tempered class lens or flat glass, Base -welded seams for horizontal and vertical lamp integrity and is finished orientation 11 a' Optional high Mounting Shaft in Ir. premi,niTGIC polyester powder efficiency segmented optical Extruded aluminum aim includes coat. U.L. listed and CSA certified systems constructed of premium internal bolt muldes allowing for ;'II" for wet locations. DOOR: Formed 95% rallective anodized aluminum easy positioning of fixture during !;!a. aluminum door has heavy-duty sheet. Optical Segments or, rigidly . assembly. Specify arm-included Du & hinges, captive retaining screws mounted inside a thick gauge mounting for contractor-friendly FRA(Sq. T.jLoad--Include and is finished in prernhunTIGIC aluminum housing for superior single carton packaging of housing Thickness S polyester powder coat. (Spicier Protection. All segment fee,, are and arm. HHOUnt unit has steel door.) clean of rivet heads, labs or other Le,urh In.) (Lb,) m @us of attachment which may MH EIIE.ti call streaking in the light GSS/GSM/GSL BALLASTTRAY. Ballast tray is hand- distribution. . stributlon. Standard with mogul- Be GALLERIA ruoun old to housing Interior for base socket. All optical modules 80 90 100 coolertaperation. feature quick disconnect wiring 20 SQUARE Am TI Spider Mount Fixture A a c D GSS 9-1/4' 1-V 2" - 12S" 15-5/8, 11 3-1/4, 236mm 32-0 327mal 397mLr._152L­ 1229,1 ndallntrd_ GSM I I" 3-1i " 19-1/4' 21-3/4" dr�r � I " no Or 15" 2"9rd" 8911- 4L0-, b-.2drn, I 52mr, or _L_ 5 er 81 406l,­ GGL 14-1/2" 4-1/4" 2G-7/8" �'�'rrd 1 11 14 18-3/4" .119 3/4" 3�6 Height 557.m A 1 6,rnn152111­1�35 loo,nfl,q rLm 476-ir,602-n-, NOTE: Too cap used n, CSVI with 100,Wilbt .1- vertically tamped -fl-n[y. Thickness WATTAGE TABLE Type _ nish & y'pm of films Lengths Luqj R ARM DRILLING TYPE "NI - 3- DlaHol, 2-7116" [62mm1 4-7/8" [124un] 12) 5 D a. Holes Lend Type W.U.9. ­ .......... (ci,flories-11) Pl,NoS1onMxt.IHejidq(MPj 10,110,15OW High Pro,- I 6�qdi rri(HPS) 7-0, 100 lelelIel Halide (MH-) ---- ----- 175W -------- ----- - - ----- - --- - ----- - - - --------- GSM (Galleria I'l.456 Start Motel Halide (MPI 70, 100, 150, 175, 200, 211, 320, 350, 400, 460, 750, 975, 1000 Hit', Pre re S.riltint, MPS) 70, 1DO, 150, 269, 400, 750, 10I0W M51A Helice, !MH) Wit, 250,_4_0_0. 1600 -IN - :GSL (C3.;I,,;e Lq,00) 71,1. St., Motel Halide (IMP) 250, 320 350, 191, 450, 750, 1000W f High P-eur. S.d',,r (HPSj 25D, 400, 750, 1000W tai Fi d M 1 250, 400, 1 L1 0 0 W 00 COOPER Lighting WwW.c0oP.rIuIhffirir­m 23 LEONARD ST NY NY 10013 212 343 8400 V 2123438740F SUSS FAS&IfAN M 70 - 1000W Polls- Start Metal I H1911 Pressure Sodium Met-[ Halide ARCHITECTURAL AREA LUMINAIRE DARK SKY' 0 ENERGY DATA CWA Il I.pint Watts � 5OwMPI1I`P(185wqtt.,I 75W ME PPF (198W,ttI) c 250W MIT HPF (283 Watts) r. 25DW HPS HPF (295Wdne) 400WN1PHPF d1,52Watts) 400WHPS HPF (457 Watts!75OW MP H P, (820 Viurts) 1000W MIH HPF (1030 0"ITI-I 1000w APS hPF 010DWons EPA Effective P -I A- (S,. I [Without Ann] GSS 120 GSW 2.40 GSI 3.90 [Spitler Mount] GSS: 1.113 GSM: 2.e6 GEL: 4.41 SHIPPING DATA Approximate Net Weight: 36 fee. (16 kgs.) 7916s (36 kg 83 IbS. (40 kg, If ADHO82575 rx, 2010-10-22 13:03:72 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 Tfrp. VIRCL, Landau, (blIens and Vmnj Type EflJoncInse 11] 1hpE 2"lC,Sd­ od Cir j 27%16 211 '1 di,, 4' [101 h.1, 47 he3 Ile, 12)a'8"' da. holes tla 13) !12l, -hv" FOR CESIG,.tI.n w Ues g'oil"D.Ign.tin h,quantity Letter & Murrill Lett., a N.ee, Letter & Nober & Location rx. 1 El Zi Single 2 Ic E 81 E2 2 Ill Z3 321' 144 14 Z4 4 x 05 Z F190" 6 Z M7 F7 77 Fixed dlr­ Deeignoti., S.D. Length A=1/2' tapped h6b Numberfln.1 Ir.) B=34 tapped hob 01 0.. i 23i8 31/2 G=C.n­iadd. Ideed 1 1, 4 Q=G,,I Its It. &E 94191 32 5 H=Add,fieral Ford hole and over - 3 4 12 bell po', op-90fterd herd held LEM, I I NOTES: 1 �Ium -1. xo-W inn ra,d1 2C tit ,II, u�lvl "Ill" 1-11 l- d 11 - I I, fell ,I 2hell. id.vredv no Xii,.,,dad. p, -In ,,I, 171 23 LEONARD ST NY NY 10013 212 343 8400 V 2123438740F !)ESIGNFD BY: FROJI F- 1 L) ,STIONEF/LL f - RLE -AAL CIAAAA F/N/l SOVE PLAN DRAWN BY: -----. ..... TITLE: REVIEWED DY� XTUE AlL ' S _1(_7'HT1NC F/ i RD ET FILE NAME: SCALE , DATE, 09-222-2011 SET REV. NO. DRAWING NUMBE C-29 SHEET NUMBER. 32.E of 35 $ANIPI�I Ntl RTS8A303F_1)dXG fAmnting It -d. No & A-SIrm ShIaftl WEII Height 3- loo,nfl,q LD,I,110id ArI, (Ground Round Straight St.1 St. Thickness 114.) Type _ nish & y'pm of films Lengths Luqj R IF S 5 A F 't A X 5S it Anchor Base Circle SO Shaft Sol: N,7 ;'II" WE!' !;!a. Pq; 81. Du & 0t EPA (Sq. FRA(Sq. T.jLoad--Include h'' eI1111 Idrto, Thickness S lq,)ue i� Le,urh In.) (Lb,) At MH Be B AB 80 90 100 ZO go go IOU 20 111 SWUSF 120 1C 12 11.0 4 112 33S 35 SA I25 x3 _70 173 29,8 22.7 17.6 14,3 27,1 2076. 16,2 13.1 400 26 RTVA255F .120 t0 12 1"o 11/2 701 35 aA S25 x3 214 281 21.47 13.4 16.1, 26.0 19.8 15.5 12.5 00 JO RTI 190 12 12 1 18.2 4' 2 11.3 22,5 170 -13.3 -10:6 400 3s RTSSAnSF .120 12 12 11.5 5 5.4 x 3.5 1 x K x4 312 2,10 173 13.5 10.5 217 16.1 12.7 qs Ise 11 1711 o5 111 12 112 111 5 11 11,1 1 1 31 14 412 11.1 211 21.2 11.1 31,b INO 21.9 17,3 111 39 RTS ABSIP 0 120 12 12 125 5 9 x 3.5 1 . 36 �4 M1 5 16.2 124 9,5 20.5 15.4 11.8 9.0 400 39 PT `9"9" "' 121/2 12.1 1 1.1 11 1 S R 53n 382 29v 22.5 173 36.4 27.6 21.4 16.8 400 41 ITS(I 5 120 13 12 135 5 102 1 42 1 x 36 S4 516 23.5 11.1 12,9 9 7 225 166 12A 4 9.3 450 45 'OD45S]­� Fhf� .180 13 12 3 5 6 10 2 4.2 1 !A 142 1 6682 44.1 33 2 254 19�8 42.2 31 7 24,3 190 410 S A SF' 50 Fri �O 120 13 12 13.5 5 102 x 15 I � 36 x4 d5o 15�2 11 0 7 9 5 1 14,8 106 7 6 5 4 40 5 , 5 0 RTSID 5 08F 180 13 12 13,5 6 10,2 x 35 1 !A x42 1 6719 31.0 23 1 17.5 15.4 29.8 22.2 16.8 12s 450 I IA3 tL I I 1c s ei,, (NEFLIPAII. ..... ....... III, I sy I -Ed 13 1. I'ler m1C1SR L III NI) Tfrp. VIRCL, Landau, (blIens and Vmnj Type EflJoncInse 11] 1hpE 2"lC,Sd­ od Cir j 27%16 211 '1 di,, 4' [101 h.1, 47 he3 Ile, 12)a'8"' da. holes tla 13) !12l, -hv" FOR CESIG,.tI.n w Ues g'oil"D.Ign.tin h,quantity Letter & Murrill Lett., a N.ee, Letter & Nober & Location rx. 1 El Zi Single 2 Ic E 81 E2 2 Ill Z3 321' 144 14 Z4 4 x 05 Z F190" 6 Z M7 F7 77 Fixed dlr­ Deeignoti., S.D. Length A=1/2' tapped h6b Numberfln.1 Ir.) B=34 tapped hob 01 0.. i 23i8 31/2 G=C.n­iadd. Ideed 1 1, 4 Q=G,,I Its It. &E 94191 32 5 H=Add,fieral Ford hole and over - 3 4 12 bell po', op-90fterd herd held LEM, I I NOTES: 1 �Ium -1. xo-W inn ra,d1 2C tit ,II, u�lvl "Ill" 1-11 l- d 11 - I I, fell ,I 2hell. id.vredv no Xii,.,,dad. p, -In ,,I, 171 23 LEONARD ST NY NY 10013 212 343 8400 V 2123438740F !)ESIGNFD BY: FROJI F- 1 L) ,STIONEF/LL f - RLE -AAL CIAAAA F/N/l SOVE PLAN DRAWN BY: -----. ..... TITLE: REVIEWED DY� XTUE AlL ' S _1(_7'HT1NC F/ i RD ET FILE NAME: SCALE , DATE, 09-222-2011 SET REV. NO. DRAWING NUMBE C-29 SHEET NUMBER. 32.E of 35 NO. 5 July 2011 DATE Selux MANUFACTURER SE.? FAu,<'.tf`1Pg Li Gt . IN, t, QsS,to, fif The Shops at Stonefield - Site Lighting CCB PROJECT TYPE CDM Ellte100/T6/930 (Phillips) LAMP 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F FLfSS ,r_ASNIAN LIGHT fa(-, DESIGN 17 May 2011- The Shops at Stonefield XG� DATE PROJECT TYPE Gardco Lighting a MHC150/U/MP/3K/ALT0 Philips MANUFACTURER LAMP PHILIPS no GARD. GARAGE LIGHTING Q GENERAL: T't1e Gordon GP1 is a high performance garage luminaire Fluorescent lurnirefres feature high power factor electronic ballasts utilizing medium base HID lamps to 200w and 60w or 85w compact standard. Ballast accepts 60w and 85w compact fluorescent lamps. fluorescent lamps. Units are totally sealed and suitable for damp and EMERGENCY LUMINAIRES: All emergency luminaires featufe an wet locations. indicator light visible through the lens and a test switch accessible through QUICK MOUNT PLATE: A die formed 14 ga, galvanized step! plate the door assembly. All emergency luminaires are factory 'aired from the is supplied for mounting to a recessed: surface, or rigid pendant hung battery pack to the unuraire using a 24 trangth flexible conduit. Emergency 4`/10.16 cm j -box (standard j -box and rigid pendant by others). An luminaires are 1001,E factory tested in emergency node. Battery packs integral hanger tab on tho plate supports thas luminaire during wiring. r coat be suitably mounted to structure. Emergency battery packs must he UPPER ELECTRICAL CANOPY: rine diecast aluminum canopy houses included on the factory'uminaire order and supplied by Gardoo. tire ballast and wiring >plices.Attar'.virry, tine canopy Swings upend attaches GP1EMR LUMINAIRES: Require the 1 -160 -DL and T55-55 or T5ST55 securely to the Quick Mount Plate options in the event of a porter Interruption, the 1-160 DL odil power one HOUSING: `he housing tens sfs of a one piece acrylic rousing with (i) 55w T5/HO circular fluorescent lamp for sO minutes piov'ding 2,700 prismatic Lplight window and opaque lower side section. The housing is lumens imtia emergency mode light output. fully gasketed to the upper canopy. GP1 ECR LUMINAIRES: Require the Sul and the T5S-40 or TEST= DOWNLIGHT REFLECTOR: Seri specular metalized aluminum facets 40 options. in the ever.! of a power interruption, the Ei4C€=2 will power are precisely positioned to provide highly efficient Type 1R (rectangular) one (1) 40w T5 Circular fluorescent larnis for 90 minutes providing 1,000 lighting distributions and cutoff of source 'brightness at normal viewing turners initial emergency mode light output. angles. FINISH: The uooeir canopy ;s finished evith polyester povddercoat. The UPLIGHT REFLECTOR: The hydioforrned and anodized aluminum opaque housing section is finished 'with acrylic lacquer. Concrete Grey reflector generates illumination on the calling and vertical surfaces 1:'t sh standard. DOWN€-IGHT LENS: An injection molded UV resistant acyhc lens LABELS; All GPI luminaires bear UI or CUL (where applicable) Wet is retained with captive fastener,. The lens hinges dour for relaraln Location labels All GPI EMR and GPIECR luminaires bear UL or CUL g, (r.'Ineris applicable) Damp Location labels. Memory retentive silicone gasketing seals the ions to the housing. ELECTRICAL: High power factor rna,'r.et!c HID ballasts ars separate WARRANTY: Giardini lumir:aires feature a 5 year limited warranty. See component type. Luminaires supplied with electronic metal halide ballasts exclusions. Information cn ww'roslt carr i a 1 yeaontr for complete details arid will Operate Ceramic Metal Halide lamps only, For luminaires provided exclusions. Polycarbonate lenses carry_` 1 year warranty only. with CoSmoPr3lk rel each high pcl`wer factor ballast is electronic, designed FULL CUTOFF PERFORMANCE: r, c,:ai,,: --alumnae d_hia,ran'rr- specifcally `or the Cosmolools"a high performance ceramic metal halide ea I) 3c d�,Allut d c. '. r �rcrs e'ectrari c syterl. Al HID ballasts are capable of prodding reliable lamp slatting =' pry w1lid 1c., o „r: ) ra 9 e oo -rade, Th sa.o'.. teal il-i dorm to-20`F/29'C Component tc component wiring within the lum'naYe diaosPu,d r l ,nl a ra will carry no more than 809& of rated current and Is listed by UI_ for use at cu Goa F a RPora,im e ^t Inc oe.d radw i a, d: g t c rih e r-" ole 600 VAC at 30"Fi1501O or higher. Plug disconnects are listed by UL for ladr and 1,.l ,le c- r )a. a._1 czla u.o Soc ab- ad , aa7lo, I ar Weal rci arab use at 600 VAC, 15A or higher. me Iw„ gac, • • ° i he 'r f r onn ," +ocrt g option s de"g fed Flo h or r vara ol cr'Ing s easily r '� e. a,,plor" 'Y e gal an'zed sire! a,b Ile, o Mount a, concrete cling frtn a die 'far r ed neozed al ,urn t c r Jn 5 cket ILL, mon.,um plate (.,tandardr c „cy others). �i; -a,senablis The a.semhy perenite, (Er rare roil sarlmelf,arroosofints heidie s adjirrono s A 1 PS ✓,:a h rpr of die t al ro'.1 r Fub r i For rend pendant mounting !o conduit 1by ( J acavdan h op P- ,forfend iter/ nevi of JAS offers); !1'a Garuco Quick PAOunt prase, is v ego on raobiecorsets (by otho.). i : s direci'y of ch d I. a Itenda-d 4' )-ba,, as in _ ___._ 1 sursace caring 110"Iapplications The On {Do vol oht On.`y Ro(]eran/ epf on provides an additional III alurnrnum f -- An offset salfievehrig rbore provinces the ( low- ,effector uthmh wll signiri aptly f"r.foeire m those cassis "hers the pendant r d pa d,te i Nomination mash mounts free sNingrnc (Sw,+vcicailrng oeropy �=l aay -desired upl gilt. pro e additional HID „J ar a illumination and masks upligh! HID } 1 andpendais bye Pers) l orthrs option speriN I lurrrna+res only Not over ,rrth TSS- ___-__ JB when crd.<--ring. l_ __ 4r1, 7SSTa0,T5-S-55or T5STb5. -- GP1EtAR re7uiies T55/ST5,5 °ractic,rl ichors include a ,Sind oxcludrng v t g [616 and the l d50 DL ooGo^s sanded ,hich prevents nesting and a ca eg -ereh ng. redo i tg dirt and maintenance. All emergence 1, rnrnarr s _ _ , ' z e actory wired Prom the Fl 12 /3e. 8cm ern m.r r:d,.,nt /c,rgth 4 111 Ue ,. _.. g_,'. 163' ..... .. 30 battery pack to the fc of al.e -..r reQUrr2d. -- - ring a 24length `/exile L ondu:r! M14ruri.ng sr h le }+ -- - 1 Mrs Cook to app sion3te Sfrfotrage - -" Tire TES oat ons include p ow sicrrs or e, e,.en „ ,fen is `aleircrd 'nfemai not resfriFe <lanouy, c lar dCv✓ GPi Ort re 7ufes T55/ciT J(1 ar d to 1 ? C t TS on Sour TS'HO knorscent arty t amp 11 (} not :nGuraarl standard herr is a.ar,ahle. 64 Fl apfions. Au e'^e•genc/lur,r v s vf'a x �:. < Nor a.ailablc evil,, TS lamp insfafled. ' we,, 3 r' zee ra fo ✓ wind form tire baBe,y peck to \ \�\\_ �_,�pg\ GPILMH and GPLECR Ininin-es i .oa kg the lur it I e using a 24 length leribfe ��� 2.6 , E rxofide emergency ilk rrrinalian of too T5 cordict. 4rounting of battery pack to ci.t,.".: ` rrcu]a, amp. appropriate sirled"a is rayuired, Ph hops C race 1611 Cloves Banker road San Mcreon., TX 78666 (800) 2270758 (a 12) 753 1000 FAX (6 12) 753-7855 ww v s; he lig htrreg.com GeF7rgti �_bJ Ph.e rrtp. P.. 'Gni_Pe_er ed. in ornnt ora, oepyrgh. o...erea Phil Ga-d—i,-ne.'.,_ y sn aeC'ge MIor mocfy the duct eegii Iit,prodwttcut,ini.,91- sp f3 era carne,"nye ,ono ny prcd.ct'rr pr.vemertp op,r�n ,v, vnP- 23 LEONARD Cl- NY NY 10013 212 343 8400 V 212 343 8740 F SHEET REVISIYON BY DATE 5 July 2011 DATE Selux €41, _6 F r' X4 AN ?;.... .. :) LIG IT rJE_I_ , The Shops at Stonefield - Site Lighting XB PROJECT TYPE CDM Elite100/T6/930 (Phillips) MANUFACTURER LAMP One fixture head I ROAD LIGHTING DISCERA BASYS 600 ..} ACCESS AND MINOR ROADS CAR PARKS INDUSTRIAL AREAS -? PUBLIC PARKS Nst .. ....,a.:''. DISCERA BASYS 600 h actor, mounted 14 f bracket fire. ' G'. COmm SX 97-300- r' too fang ca, b-mnbneo with a varetycf pot c.ot categcy lP 6 pndds,r lass SX 97-302- rT amts for mounting on cr r pos emend nil o r- class 11, standardolarc SX 97-307- pole,. saver (RAL 9006) [-31. SX 97 -308 - Recommended Poles: A„,: 0,07 in', weight. 12 k -g fro -:res four , er _ns/—hrit.nan_e access Housing :r:ade of die test AILAIMium, Bracket mounted fitting SX 322 ; and an -sink s steel, o ichened Intl=el rv'ithnc¢ bracket, without porta supplied gles,,ni1 airPsss threaded inserts for -out. "' Internal hot regulrly use:c foxing positions, stainless _LPH: 4450mm __ SX 03716- •:' -111a, features tool -free easy LPH 5950rnm SX 018 16- maintenance access with flush one hand LPH: 7950mrn SX 019 76- "sill operated locks, sisal components unit i S,7rs0Vd f 'SIA td - i _._._._ _.._.__� can roc replaced whin tools, asyirt-wic colour Specification example: Lumrnalre with Bracket and Pole hlgli per ermance mirror stahcs-'JARIO- : f315CE 8:}6:45Y5 .: asym HST 711W S11uer .: GFTIC fo a I layouts, rot pl,,iilru acsirance 60fl i please confect sslux, Ur: 6domm, 5X 3 2 H57 HI7-CE HIT -COS, SraCffat SX 097 3f}21 OCm'n >y.. ED! SX 097 302- Pp1a150lli1mr __... .. ... DC Bayonet Bae 10 writ guar z n ex vol or z t 7 1 i ,-2310 Colour code: 1.; blver(,R,4 9006)--' T t , t G, , :. 0th^ f c HID or 1y Not a ara7 e doth l"5S a0, T55T40 T: 55 or T5ST--5a Presides Jbe cal are d1 rrmith.ns drnels ayN °y Jvg� e'A +K'-' 333E AK ', 7aIts tt F .y,,ir c15e,/J -z" 1FrNd 1,flu+. \I'4+ bon -,Toil k.K-`t7 t Lot; -*73]',1, : Wali bracket With wall -plate of galvanised steel, painted bracket fitter O: 60mm. H: 300n1m, B. 200mm, L: 500mm SX 97 -314 - Bracket Pole top arm for spigot E: 60ni of galvanised steel, painted Single arm, _ _ _ pole 7CP Ci: 76mm, L._10Gmm, SX 97-300- r' too Su Ela arm, pole roP, 0: 76mm I_. 500mm, SX 97-302- rT Double arm, poia top 0: 76mm, :.: 200mm, SX 97-307- Double arin, pole [ep Q: 76 T, L: 1000mm, SX 97 -308 - Recommended Poles: standard .on,: fro -:res four , er _ns/—hrit.nan_e access Conical galvanised steel pole, painted, with extended buried case and an -sink plate set, CE -approval according to EU construction -product regulations supplied with IP 54 fuse Lox 2x5x16mm= for loop In -and -out. "' Internal hot H:4500/ 800mm pore top O: 76mm _LPH: 4450mm __ SX 03716- •:' H. 6000/1000mm pole top r: 76mm LPH 5950rnm SX 018 16- H: 8000 ( 1200mm pole top C'. 76mm LPH: 7950mrn SX 019 76- "sill ' FUZ 12 on. for Philips C. -i I' �F I]T-COS). i S,7rs0Vd f 'SIA td - i _._._._ _.._.__� Pled e c n inlet' e arrice no. with the relevar: ccce� nor or: c, lamp and colour Specification example: Lumrnalre with Bracket and Pole : f315CE 8:}6:45Y5 .: asym HST 711W S11uer .: 60fl i , 5X 3 2 SX 322 .° '[ "`RF. SraCffat SX 097 3f}21 OCm'n >y.. a i SX 097 302- Pp1a150lli1mr __... .. ... DC Bayonet Bae 10 writ guar z n ex vol SX 03716 - Colour code: 1.; blver(,R,4 9006)--' choice ofcoiours- 9 IPF.6lil IIK10 Q I ick,:'. flit LVK -5elux.dellvk Dark -Sky -friendly 23 LEONARD ST NY NY 10013 2-123438400V 212 343 8740 F 8 1S1; t-F."..ti,MAPv l..dzFf.-g3:sts FE ^E3faig o "- ii I; it i II i era 13 September 2011 The Shops at Stonefield - Site Lighting XH DATE PROJECT TYPE Selux MT250D ET -18 Pulse Start MH EYE MANUFACTURER LAMP 23 LEONARD ST NY NY 10013 212 343 8400 `J 212 343 8740 F AMENDMENT # 1 CJH 1--1 7---2012 i+lC�e SHF_ET �'EVlSiC�IU �Y ?ATE 5t.t^1fi»,f'A8li4s'-Afe L. GHTf.'dc:r DESIGN 17 May 2011 The Shops at Stonefield XG DATE PiROJECT TYPE Gardco Lighting MH150/U/MP/3K/ALTO Philips MANUFACTURER LAMP 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F k§LE iti. i(iF e LfGHTifNC» DESIGN 13 September 2011 The Shops at Stonefield - Site Lighting BCH DATE PROJECT TYPE Selux MT250D ET -18 Pulse Start MH EYE MANUFACTURER LAMP ! ROAD LIGHTING DISCERA BASYS 750 :+DISCERA BASYS 750 / 400 AVENUES AND BOULEVARDS MAIN ROADS INDUSTRIAL AREAS PUBLIC PARKS DISCERA BASYS 7SO1400 roadway / oe!e, panted, toot-, ecite-t'o,no. waikvray fi,t'Jre w.tb Bole all, nTaack,.o ease. and anti-sim, !-,late set, CF -a :p,o'/al for r'or a nnr d J,sales. --ro Jing to ELI coitstn.icba,-pr_al Hoc;irig old cat sion in inn, oguarons, , p'ie.d we,: 54 fuse Lax mini rt a :, osis sLel icugr..-,J glass, 25x16mm- fo. crop sta,l t'nia—d ln_er Ls fur,eguialy H: 3000/1200.mi tPH'. 791,0/44cl—, rile,-r(RAL90C6)l-Ti. ci ds f'p :in>p t -e sc [erows, standard .on,: fro -:res four , er _ns/—hrit.nan_e access SX 11714 - affil rirt,h one hind operators locks, Are: 0,1 m=, oaaghi 19 kg asynn,2dall perfonraxo min -or epics Rpad/walkwny fixture 5X337 , t/ARIO PT I 1 planing Including d ,3,rckets as:,tar'I _ease cs "at e", "' Internal hot PASS 750: 0: 7s(lr,ri 165nian, 175MH` 8A'SVS 4Og. Iv'. 400n on, H:10eri- n, Magnetic Ballast' ,Protection catsgner '.Poo, petards, crass i POLY, Polycarbonate Downlight Lens with opt on loss I, conical r,re eed steel 70HPS HST HIT -CE hfagnetic llast i S,7rs0Vd f 'SIA td - i _._._._ _.._.__� e31 f it 7315 320- 2. Lum,ha ieacecc!se,fhcr 60ww er 85v Cnrnpacr Fluerexa,^,L z 7a 3k;oia 712y, Y • DISCERA BASYS750b sce—u4d /1'.21 r e:gn:i9.g fitting to be come edwile wooly orern s, Bracket mounted fitting 5X 337 for r'or a nnr d J,sales. '•mtncut eras _ ;nmo:,t pole - 70CMHE' ou n:nium -ta'nl-cep t h- Electronic Ballast a ss, stainless steel t,re,.-1 r -e-ls for SX337 1:.4- S. tuJL,,iy Seed fx ,g ycSto s, star ew '. SX097306-s, steelscrevrs, features tcd,I easy SX 11714 - a : access rth slush one hand ✓fi-negro e orated Goers, asysr:.high 60/85CF'-d" pelfe,n ante mirror cstics -'/.BRIO-OPTIC Electronic Ballast for ad layou-s,r„oldninaassistance please "' Internal hot act sair,o 0:7' n H IF tin 175MH` . g O6ornn,II - 3,ry 166, Magnetic Ballast' c t �., action cl II, POLY, Polycarbonate Downlight Lens t rd Liturm sl (RAL OL61 [-31. 70HPS HST HITCF hfagnetic llast •1K: 5uN i Vl An � ,`) t ^: i 5 4rd, a7315 �" nil's, s ry „,•: ,r1l c7315 kit-;e3r5 a Recommended Poles c _al galvanised steel once, painted, features extended burled base and anti - sink plate set, CE aporodal a%coding to LU constructor product Mg-rat,ons, suppred with IP 54 fuse bo.+. 2x5x16mm2 for loop In -and -out Bracket H: 7000 / 1200rnrn pole top 0: 901nm LPN: 6950mm SX 116 14- i}:' Pole top arm la` spigot 0: 60mm, of galvanised stcel, painted. f -I' 8000 / 1200mm ___pee top O' 60m n __ LEH! 7950TI Ir SX 117 14- Single, pole top GU 90mm, C 1200mm, SX 97-306- : H 10000 / i 500mm coir top 0: 90hin1 LPH 9950min SX 126 14- - Double, poi,- top O. 90mrn, L 2406mm, SX 97-310- , 'C1L -' 1' t''t 'I r' r (Li 'S) 70N1H corp f f nce F el-zn ad e_ fo.r optic, arrp-cd incur. Specification example: Lumrnalre with Bracket and Pole 175PSI'dH .E1 iJtSf6R1x OASYS asym HST 950/50W, SiNer 70CMHE' 150ChI1HEs"S Electronic Ballast 11)pCralf-E'a_ SX337 1:.4- S. Bracken.. SX 097-3176 L i,?OCtmitr $ '. SX097306-s, Pole'" `SX 11714 H 3 0DP12G nr SX 11714 - Coloufcade -, sive, :T, choice cf contra- e QI aoidil CI i1P66 IKC9 C LVK seiur,.de/Ivk Dark -Sky -friendly 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F 7200 Wisconsin Avenue 0 Suite 400 08ethesda, MDo20814 Phone: 301,652.7400 0 Fax: 301.652.3588 BLISS•FA`3MAN LIGHTING DESIGN so L_O:nA:' BI HEW YCia :'J_w YClr1i 10013 212 343 blob BILSS FASIAAPa 3 i F flap$' t It N 17 May 2011 The Shops at Stonefield XG DAfE. PROJECT TYPE Gardco Lighting MHC150/U/MP/3K/ALT0 Philips MANUFACTURER LtAMP lob: „r s e a Q' CE),.rah t r Yp d ! effc y an,:e,9V b m,ny id�!ur,m,.ry tc�V' i� �11�:'- iyl u it GPI LUMINAIRE j GENERAL DESCRIPTION: The Gardco GPI is a cutoff luminaire designed specifically for parking garage fighting. The Type I R rectangular lighting distribution was developed to precisely conform to the geometry of parking structures. In addition, the precision die cast alurninurn canopy, the corrosion resistant acrylic housing, and the moisture, insert, and pollutant excluding silicone gasketing all assure Iona luminaire life. GPI Emergency luminaires are factory wired from the Ioattery pack to the luminaire utilizing a 24" length flexible conduit, and are 160% factory tested in ernergency mode. The result is reduced installation labor with greater assurance of emergency system performance upon arrival at the job site. CUTOFF PERFORMANCE: GPI luminaires provide cutoff performance. EMUMM -0 PREFIX WATTAGE VOLTAGE: OPTIONS Enter the order code into he e,, op tae box above. :roto: Senora reserdes the right to refuse a conlicuration. Not all combinations one cenrgt nc ons are valid. Rotel to roles beiovd for 3;¢lus „r„ ,.nd Lm talions. Far questions or concerns please co,sc't'he ternary • G'arageLumina(re, GPI EMR-- Emergency Remote Iota, 32`F rnrnimmn ambient nape+ahrra.l GPIECR''11'12 Emery. nryCaid Ten persture Remote (-15-t, 0'F ninimurn amborrl toncoa,ve ) Pulse Stara MH 70N1H 160,'vtH 2O01L1ry' t A4aJnetic Balrast 100tAH 175PSI'dH .E1 Ceramic f,4H 70CMHE' 150ChI1HEs"S Electronic Ballast 11)pCralf-E'a_ T5S-40 ” Provision for an internal hot restrike standby, CesmoPoiis'Op 64CMPE'° _ 90Cfd PE" Elecaanic System cwac TM Trunnion Mount timed delay, circular 40w T5 fluorescent lamp. Compact Fluorescent 60/85CF'-d" 'es Electronic Ballast EfL;ger;,v Lrn r a tv "' Internal hot Standard MH 175MH` 6 4CF2'= Bodine B4CF2 Emergency Battery Pack CF1t3 6r40 R edr Magnetic Ballast' l 51 01n, - _ POLY, Polycarbonate Downlight Lens High Pressure Sodium 70HPS 150HP8Ba hfagnetic llast 100HPS _._._._ _.._.__� 120 240 347 208 277 UNH' 200-277° [GPIEPAR and1SP1ECR mergerey (imine res are arty aearlaele wri,, 720J or 27741 rnpul L "775rNH ,at available for safe in the United 5'tafes. [ QS_"17 Quartz Standby F Fusing QST"''° Quartz Standby - Timed Delay DR° Supplementary Downlight Reflector Q9245 a17 Quartz Emergency BX Bird Excluding Shroud fpr pendantmounted.chu, QT924'°' Quartz Emergency -Timed Delay .1B Balanced j -box with offset knock -out �,rnhn-rjms�aypendarrl.m„nnr. T5S-40 ” Provision for an internal hot restrike standby, LFI Lamp factory installed Li40w T5 fluorescent lamp. IRS" Instant Restrike, T55T40""'" Provision for or, Internal hot restrike standby, TM Trunnion Mount timed delay, circular 40w T5 fluorescent lamp. WG Wire Guard canoe foxg frireind. T5S-557.9.17 Provision for an internal hat restrike standby, 'es circular SSw TS/HO fluorescent lama EfL;ger;,v Lrn r a tv "' Internal hot fi 80-EyL,t Iota i 6G -DL Emergency Battery Pack (GP FNP�lr rs -T nl •.1 TSST SS Provision for restrike standby, 6 4CF2'= Bodine B4CF2 Emergency Battery Pack CF1t3 6r40 R edr timed delay, circular' 55vvTb/HO fluorescent lamp. l 51 01n, - _ POLY, Polycarbonate Downlight Lens �._. �,yotes: TP Spanner Head Tamper Resistant Screws 1. The Got standard in Concrete Grey nnish only 2. Lum,ha ieacecc!se,fhcr 60ww er 85v Cnrnpacr Fluerexa,^,L 3.'ectramc Fluorosreff and CMt1E ballac(s accept 120'✓ through 27rV input, Y • Stably -ii for Voltage. 4. r`et evaidable in GPIEMR or U`.°1ECF. P.rol dvaiiable svif i DS. L'S7. 0.424, QT524, T5S-40, T5SF40, T5S-55, or 75ST--55 spoons. DC Bayonet Bae 10 writ guar z n ex vol c HID or 1y Not a ara7 e doth l"5S a0, T55T40 T: 55 or T5ST--5a Presides Jbe cal are d1 rrmith.ns drnels ayN °y tt Net t a abt h JR orris r Vel al,oibio- 60 fvfPr- o S(. 'v}pF \I'4+ ,r 3. Polyrz bona e lenses ar y a i year barrand, orry. iiAsp, B. Loatudams are not a a table w f -, mo e than 1 of e, ioof out :rF a ofkion : DS DST 092 0i9i T5S 40 T5S 4,e, 7 , ,5ST55. 9 II III 19 Zo„so hard 1 ' 1 11 Rerl,ires ures S 40 0,T ST40, 650FZ options. .a 12. Sea: +varl aro-r r n HID,cy valildednbrgdl, .igof 20/ 0 7 .ibia aInput ba only Cm'rgasy b,ftuy psc4s rrusth rrolud d an 1. .dory cer and upPlie' o a _-.- -L�_ by C ardcs 1160 -OL and B4CF2 os I ris include a _ rength tie.owe con t ,cls+v -..m.e.e.-...-.--� rt vitt file Willy Pack 1a ilia GP i rept ra re B. tory books must be suitsdrr mor n ed to 5vectran, GPiEAFr l a,J GPI ECR han''l s rear UL or C'JL Asher, aP;,:cahle) Da:"ln Locahun;abets only 13. HPS only Riot ova+7able M C:°?EhfR hr GPoECR. Contact /Solo+y prior toordering. EMM 14.200 through 277V 50,hz to 60hz, input.4-I bt , in 0-19PF typas on+y 15..IsaAab/e ;n 120V or 200-217V only. The upper canopy is finished wan polyester pcwdercoat. Tile opaque housing section ie. fa CMPE and 900,111Eaasifabie wCh DST and DT924 9prions. is finished oiith acrylic lacquer. Concrete Grey finish is standard. 17. rvat Aralkabie m 6CCN,FE and 30OMp6. %a "ares' -vers ar„Gr ,vr'u w,=,r•sarwua nnr°°Uv to°zr/ o is re)na�-ruou—katr-t nasi -naso www,srceiigntrngcorn dJ Copyright?CCS Ph'pa Gau All R62MsRasevad, aterta[onal Ccryrigrt szcond. Ph"p f`.rdco re,araes aha right as shiny, matarals or rixorynt del a, 61' 13 once, t w¢:cat coni ,.,ion as part of ane company:; _onnn uing product Imorovoment,urocram.-"��;--„I; �� 23 LEONARD ST NY NY 10013 212 343 8400 V 212 34.3 8740 F DESIGNED ET'Y: PROJECT: STDNEI FIGLO DRAWN BY.' REG -AL �II\JEISA I-IINAL SITE PLAI\J TITLE: R3EVO'NED Mi LI(I"ING FIXTURE DETAILS SCALE; j TRATE: no -22--201 1 SET ,BEV. NSD. DRAWING NUMBER: SHEET NUMBER: 32.20 3e, No. SHEET REVISION BY I DAVE I NO. SHEET REVISIO DATE NIAMAN RYI<VL A0006IATE0 INC. Landscape Architects The Otieff Oilver Building 800 Wyman Park Drive Quite 100 Baltimore, MD 21211 UOA Tel. 410.235.6001 DESIGNED BY: DRAWN BY: DIHR BY. NOTE: 1. ALL SITE PLANTIINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REAICH, 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. SEE SHEET LS -3 FOR PLANT SCHEDULE 0 1 Of 20' 40' 80, SCALE: 1" = 20' PROJECT: STONEFIELD TOWN CENTER - FINAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA T/ TL E: LANDSCAPE PLAN WWA NUMBER: FILE NAME: 208026.45 � LS- l.dWg DISCIPLINE: SCALE: I DATE: H: 1 If= 201-0" 101119112 V. - SET REV. NO. 2 DRAWING NUMBER: LS -1 SHEET NUMBER: 33 of 3 47 POK 182 LIR SIGN, SI SIGNAG 130 JCO No. MATCHLINE SEE SHEET LS -1 T REVISION I BY I DAFE I NO. I SHEET REVISION DATE N1AHANRYj0F,L A$$OOIATEO iNd. Landscape Architects The Otieff Oilver Building 800 Wyman Park Drive Quite 100 Baltimore, MD 21211 UOA Tel. 410.235.6001 0 10' 20' 40' 801' SCALE: 1" _ 20' 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. SEE SHEET LS -3 FOR PLANT SCHEDULE DESIGNED BY: PROJECT: STONEEIELD DRAWN BY. TOWN CENTER - FINAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA TITLE: DIHR BY: LANDSCAPE PLAN WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 208026.45 LS-2.dwg V. 1 °= 20'-0° 01119112 SET REV. NO. 2 DRAWING NUMBER: LS -2 SHEET NUMBER: 1 Shade Tree Plantin Scale: STAKE LIMIT OF TREE PIT LIMIT OF TREE CANOPY / MULCH ROOTBALL :E PLAN FOR ADJACENT CONDITIONS. T CENTRAL LEADER. KITH 1/8 OR 2" MAX. ABOVE FINISH GRADE. :VER TO BE PLACED 'RUNK. REES CUT & REMOVE TOP 1/3 OF BURLAP ASKET FROM ROOTBALL. MULCH RING TO LIMIT OF CANOPY OR 2' MIN. DIA., WHICH EVER IS GREATER. SHOVEL -CUT EDGE PLANTING SOIL MIX WHEN PLANTING IN LAWN, SEED / SOD TO LIMIT OF MULCH RING FINISH GRADE ADJACENT PLANTING; REF. PLAN FOR MATERIALS. SCARIFY SIDES AND BOTTOM OF PLANT PIT TO 1" DEPTH. HAND TAMPED SOIL TO STEADY ROOT BALL UNDISTURBED SOIL 2 Multi -Stem Tree Plantin Scale: NOTES: PLANT SCHEDULE KEY QTY. SCIENTIFIC NAME/ COMMON NAME SHADE TREES MIN. CAL. HT. CON. NOTES AREA PER TOTAL AREA TREE IN S.F. IN S.F. AR 33 Acer rubrum'Autumn Flame"/ 2 1/2" 8' HT. B&B Strong Centeral Leader, 452 14,916 Compact Winged Euonymus Autumn Flame Red Maple PROJECT: EL D TOWN CENTER—FINAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA Space 48" O.C. EK Clear Trun to 6' Ht. Euonymus kiautschovicus 'Manhatten' GT 7 Gleditsia triacanthos var. inermis 'Skyline'/ 2 1/2" B&B Strong Centeral Leader, 481 3,367 PL Thronless Honeylocust Prunus laurocerasus 'Otto Luiyken'/ #7 Clear Trun to 6' Ht. 24" Sprd. PA 16 Platanus acerifolia'Bloodgood'/ 3 1/2" TITLE: LANDSCAPE DETAILS B&B Strong Centeral Leader, 479 7,664 5' HT. Bloodgood London Plane Tree Saace 18" O.C. DIHR BY: Clear Trun to 6' Ht. QP 27 Quercus phellos'QPSTA'/ 2 1/2" Pennisetum orientale 'Karley Rose'/ B&B Strong Centeral Leader, 419 11,313 Hightower Willow Oak W 208026.45 LS—FILE NAME: 3.dWg Clear Trun to 6' Ht. SCALE: H: V. DATE 01119112 ORNAMENTAL TREES AG 22 Amelanchier grandiflora 'Autumn Brilliance'/ 8' HT. B&B Multi Stem, 3-5 Trunks 130 2,860 Compact Winged Euonymus Autumn Brilliance Serviceberry PROJECT: EL D TOWN CENTER—FINAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA Space 48" O.C. EK Sheared Euonymus kiautschovicus 'Manhatten' EVERGREEN TREES 10 18 Ilex opaca / 6'- 8' HT. B&B Centeral Leader 56 1,008 Compact Winged Euonymus American Holly PROJECT: EL D TOWN CENTER—FINAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA Space 48" O.C. EK Sheared Euonymus kiautschovicus 'Manhatten' SHRUBS TOTAL TREE CANOPY 41,128 S.F. COVERAGE, THIS SHEET EA 66 Euonymus aiatus 'Compacta"/ #5 B&B 30" Ht. Compact Winged Euonymus DESIGNED DESIGNED BY: PROJECT: EL D TOWN CENTER—FINAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA Space 48" O.C. EK 193 Euonymus kiautschovicus 'Manhatten' #5 B&B 30" Ht. Manhatten Euonymus PL 36 Prunus laurocerasus 'Otto Luiyken'/ #7 B&B 24" Sprd. Otto Luyken Cherry Laurel DRAWING NUMBER: LS— TITLE: LANDSCAPE DETAILS Matched TO 38 Thuja occidentalis 'Techy'/ 5' HT. B&B Saace 18" O.C. DIHR BY: Techny Arborvitae GROUNDCOVERS + PERENNIALS + ORNAMENTAL GRASSES HEH 27 Hedra Helix / SP4 Vine Staked, English Ivy DESIGNED DESIGNED BY: PROJECT: EL D TOWN CENTER—FINAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA Space 48" O.C. JCO 632 Juniperus conferta/ #3 Cont. 18" Sprd. Juniper LIR 4951 Liriope muscari 'Big Blue'/ #1 Cont. Space 18" O.C. Big Blue Liriope DRAWING NUMBER: LS— TITLE: LANDSCAPE DETAILS LSB 238 Leucanthemum superbum'&ecky'/ #1 Cont. Saace 18" O.C. DIHR BY: Shasta Daisy POK 970 Pennisetum orientale 'Karley Rose'/ #1 Cont. Space 24" O.C. Karley Rose Fountain Grass W 208026.45 LS—FILE NAME: 3.dWg DISCIPLINE: 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 )VE FINISHED GRADE CIFIED " MIN. DEPTH 1ULCH EDGE -, SEE SPECS. SUBBASE ES, CUT AND AP FROM TOP NLL 3 U) W IY NOTES: 1. NEVER CUT CENTRAL LEADER. 2. CUT & REMOVE WIRE BASKETS IF APPLICABLE. 2. MULCH NEVER TO BE PLACED AGAINST TRUNK/ROOT FLARE. Evergreen Tree Planti Scale: Ifim-pyo 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 LANDSCAPE TABULATION TOTAL TREE COVERAGE: AREA INCLUDED IN DEVELOPMENT: 5.95 AC. PERCENT OF TREE COVER REQUIRED: 10 PERCENT (.10 x 5.95) = 0.59 AC. OR 25,918 S.F. PROPOSED TREE CANOPY: (SEE PLANT SCHEDULE, THIS SHEET) 41,128 S.F. PARKING LOT LANDSCAPING: IMPERVIOUS AREA (ROADS & PARKING AREAS): 4.29 AC. INTERIOR LANDSCAPE REQUIRED: 5 PERCENT (.05 x 4.29) =.21 AC. OR 9,148 S.F. SHADE TREES REQUIRED: 1 TREE PER 10 PARKING SPACES 252 ON - SITE PARKING SPACES/ 10 = 26 SHADE TREES 31 ACER RUBRUM x 452 SF. = 14,012 S.F. INTERIOR LANDSCAPE PROVIDED: 14,012 S.F. SEQUENCE OF CONSTRUCTION (GENERAL) REFER TO SPECIFICATIONS 1. STAKE OUT PLANT/BED LOCATIONS. 2. CUT EDGE OF PLANT BED 3. TILL SOIL AND APPLY AMENDIVENTS TO ENTIRE PLANTING AREA. 4. APPLY PRE -EMERGENT HERBICIDE (TWO WEEKS PRIOR TO PLANTING). 5. INSTALL PLANTS. 6. INSTALL FERTILIZER TABLETS IN EACH PLANT PIT. T PLACE BACKFILL. 8. WATER EACH INDIVIDUAL PLAPNT THOROUGHLY. 9. PLACE MULCH OVER ENTIRE PLANT BED. 10. WATER ENTIRE PLANT BED THIOROUGHLY. 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 MAHAN RSL AS S0dIATE$ INC Landscape Architect silver Building The $tym 800 Wyman Park Drive Quite 100 Baltimore, MD 21211 UOA Tel. 410.235.6001 DESIGNED DESIGNED BY: PROJECT: EL D TOWN CENTER—FINAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA SET REV. N0. 2 I� DRAWN BY: DRAWING NUMBER: LS— TITLE: LANDSCAPE DETAILS DIHR BY: SHEET NUMBER: O f 3 W 208026.45 LS—FILE NAME: 3.dWg DISCIPLINE: SCALE: H: V. DATE 01119112 N0. REVISION SHEET RE: V BY DATE N0. SHEET REVISION BY DATE Ga Lo st tU