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Home My WebLink AboutWPO201300069 Plan - Approved 2014-08-04a v U �I 0 0 c v a N 'o ii 0 N i 0 0 U V m c 0 c W STONEFIELD BLOCKS F & G NOTES: 1. COORDINATE PLANS WITH ALBEMARLE PLACE EAAP, LLC RELATED PROJECTS: • ALBEMARLE PLACE /EROSION AND SEDIMENT CONTROL PLAN AMENDMENT NO.3 (WP02009- 00074) • ALBEMARLE PLACE / STORMWATER MANAGEMENT PLAN AMENDMENT NO.3 (WP02010- 00023) • STONEFIELD BLOCKS F & G ROAD PLAN 2. THE STONEFIELD DEVELOPMENT WAS FORMERLY KNOWN AS ALBEMARLE PLACE. 3. THE PURPOSE OF THESE PLANS IS TO SHOW THE SITE IMPROVEMENTS FOR A COMMERCIAL BUILDING FOR THE STONEFIELD DEVELOPMENT. THE IMPROVEMENT SHOWN FOR BLOCK F WILL REQUIRE ADDITIONAL PARKING TO BE CONSTRUCTED ON BLOCK G. 4. ADDITIONAL IMPROVEMENTS FOR BLOCK G WILL BE SUBMITTED UNDER SEPARATE COVER. FINAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA •�5 \�0169 aka<�a�� fiy �a FILE COPY This oapy of the approved plan is reserved for the, 'Official Mob of Albemarle County, Please do not remove this plan from tho file. ZMA # 2001 -0007 1 _ 1}, PLANNING /ZONING ENGINEER 909,790 SO FT (20.89 DEVELOPER /APPLICANT: ALBEMARLE PLACE EAAP, LLC, C/O EDENS, INC. ENGINEER: WW ASSOCIATES, INC SHEET N0. DRAWING N0. TITLE 3040 AVEMORE SQUARE PLACE CHARLOTTESVILLE VA 22911 1 OF 36 C -1 l COVER SHEET (434) 984 -2700 GREEN SPACE 130,130 SO FT (2.99 F %i f i1 ATTN: HERBERT F. WHITE III, P.E. 2 OF 36 C -2 PROFFERS ' 2011 3 OF 36 C -3 Wi d GENERAL NOTES, ABBREVIATIONS & LEGEND 4 OF 36 C -4 GENERAL NOTES 2.9% 5 OF 36 C -5 GENERAL EARTHWORK NOTES 0.04% 6 OF 36 C -6 EXISTING CONDITIONS & DEMOLITION PLAN C 7 OF 36 C -7 KEY PLAN WITH THE CODE OF DEVELOPMENT. 8 OF 36 C -8 SITE LAYOUT PLAN CIVIC SPACE AND ROADS /PARKING AREAS BOTH INCLUDE CROSSWALK AREAS. 9 OF 36 C -9 SITE LAYOUT PLAN INCLUDE PARKING ISLANDS. 10 OF 36 C -10 SITE LAYOUT PLAN ABOVE, THE TOTAL AREA IS NOT A SUM 11 OF 36 C -11 GRADING AND DRAINAGE PLAN AND SIDEWALK ON THE 12 OF 36 C -12 GRADING AND DRAINAGE PLAN REQUIRED 13 OF 36 C -13 GRADING AND DRAINAGE PLAN 14 OF 36 C -14 WATER & SANITARY SEWER LAYOUT PLAN 15 OF 36 C -15 WATER & SANITARY SEWER LAYOUT PLAN 16 OF 36 C -16 WATER & SANITARY SEWER LAYOUT PLAN 17 OF 36 C -17 STORM SEWER PROFILES 18 OF 38 C -18 STORM SEWER PROFILES 19 OF 36 C -19 SANITARY SEWER PROFILES 20 OF 36 C -20 WATERLINE PROFILES 21 OF 36 C -21 STORM DRAINAGE AREA MAP 22 OF 36 C -22 STORM DRAIN CALCULATIONS 23 OF 36 C -23 BMP ANALYSIS AREA MAP 24 OF 36 C -24 STORMWATER MANAGEMENT CALCULATIONS AND DETAILS 25 OF 36 C -25 DETAILS 26 OF 36 C -26 DETAILS 27 OF 36 C -27 DETAILS 28 OF 36 C -28 DETAILS 29 OF 36 C -29 EROSION AND SEDIMENT CONTROL PLAN 30 OF 36 C -30 EROSION AND SEDIMENT CONTROL NARRATIVE & DETAILS 31 OF 36 C -31 EROSION AND SDIMENT CONTROL DETAILS 32 OF 36 C -32 LANDSCAPE PLAN 33 OF 36 C -33 LANDSCAPE PLAN 34 OF 36 C -34 LANDSCAPE PLAN 35 OF 36 C -35 LANDSCAPE DETAILS 36 OF 36 C -36 LANDSCAPE DETAILS APPENDIX 1 OF 6 LT -1 SITE LIGHTING PLAN 2 OF 6 LT -2A LIGHTING DETAILS 3 OF 6 LT -213 LIGHTING DETAILS 4 OF 6 LT -2C LIGHTING DETAILS 5 OF 6 W -1 WALL DETAILS 6 OF 6 W -2 WALL DETAILS NOTES: 1. COORDINATE PLANS WITH ALBEMARLE PLACE EAAP, LLC RELATED PROJECTS: • ALBEMARLE PLACE /EROSION AND SEDIMENT CONTROL PLAN AMENDMENT NO.3 (WP02009- 00074) • ALBEMARLE PLACE / STORMWATER MANAGEMENT PLAN AMENDMENT NO.3 (WP02010- 00023) • STONEFIELD BLOCKS F & G ROAD PLAN 2. THE STONEFIELD DEVELOPMENT WAS FORMERLY KNOWN AS ALBEMARLE PLACE. 3. THE PURPOSE OF THESE PLANS IS TO SHOW THE SITE IMPROVEMENTS FOR A COMMERCIAL BUILDING FOR THE STONEFIELD DEVELOPMENT. THE IMPROVEMENT SHOWN FOR BLOCK F WILL REQUIRE ADDITIONAL PARKING TO BE CONSTRUCTED ON BLOCK G. 4. ADDITIONAL IMPROVEMENTS FOR BLOCK G WILL BE SUBMITTED UNDER SEPARATE COVER. FINAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA •�5 \�0169 aka<�a�� fiy �a FILE COPY This oapy of the approved plan is reserved for the, 'Official Mob of Albemarle County, Please do not remove this plan from tho file. ZMA # 2001 -0007 SITE DATA PLANNING /ZONING ENGINEER 909,790 SO FT (20.89 DEVELOPER /APPLICANT: ALBEMARLE PLACE EAAP, LLC, C/O EDENS, INC. ENGINEER: WW ASSOCIATES, INC ZMA # 2008 -0003 7200 WISCONSIN AVENUE SUITE 400 3040 AVEMORE SQUARE PLACE CHARLOTTESVILLE VA 22911 VIRGINIA DEPARTMENT OF TRANSPORTATION 597,643 SO FT (13.72 BETHESDA, MD 20814 (434) 984 -2700 GREEN SPACE 130,130 SO FT (2.99 (301) 652 -7400 ATTN: HERBERT F. WHITE III, P.E. ZMA CIVIC SPACE 24,536 SO FT (0.56 # 2011 IMPERVIOUS AREA 635,219 SO FT (14.58 ATTN: CHRIS HAINE, AIA EMAIL: HWHITE ®WWASSOCIATES.NEr FUELING FACILITY AREA 26,312 SO FT (0.60 AC.) 2.9% -004 3,897 SO FT (0.09 EMAIL: CHAINE®EDENS.COM 0.04% ZMA # 2011 -007 ZMA # 2013 -00009 M VICINITY MAP SCALE: I " =2000' ALBEMARLE COUNTY DEPARTMENT APPROVAL: APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT AC.) PLANNING /ZONING ENGINEER 909,790 SO FT (20.89 INSPECTIONS 100% ARB BUILDINGS (FOOTPRINT) DEPARTMENT OF FIRE & RESCUE AC.) ALBERMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION 597,643 SO FT (13.72 HEALTH DEPARTMENT 65.7% SOURCE OF TITLE: THE PROPERTY AS SHOWN ON THIS PLAN IS THE PROPERTY CONVEYED UNTO ALBEMARLE PLACE EAAP, LLC, BY THAT CERTAIN DEED DULY ON RECORD IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OF THE COUNTY OF ALBEMARLE, VIRGINIA IN D.B. 4135, PG. 249 AND IS INDICATED AS TAX MAP PARCELS(S) TMP 61W-3-19A AND 19B. 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: YARD REQUIREMENTS: BUILDING HEIGHTS: BUILDING GROSS AREA: LAND USE SCHEDULE: APPROV5 by the Albemarle County Community Development Department Date ; q _ 114 File W Pry r 013 Q or. T �( WW ASSOCIATES, INC DATED: MAY 29, 2013 WW ASSOCIATES, INC BY FIELD SURVEY i PERFORMED ON: MAY 29, 2013 ALBEMARLE COUNTY, VA JACK JOUETT N/A (NON -WATER SUPPLY WATERSHED) TM 61W, PARCEL 3 -19A & TM 61W, PARCEL 3 -19B NMD (NEIGHBORHOOD MODEL DISTRICT) ENTRANCE CORRIDOR VACANT RETAIL /COMMERCIAL ON -SITE DUMPSTER 200 THERE ARE NO MINIMUM OR MAXIMUM LOT WIDTHS OR DEPTH REQUIREMENTS. THE MAXIMUM BUILDING HEIGHT FOR RETAIL BUILDINGS SHALL BE SEVENTY FIVE (75) FEET, WITH A NINETY (90) FOOT LIMITATION FOR RESIDENTIAL AND MIXED -USE STRUCTURES. BUILDINGS IN BLOCKS F AND G SHALL RANGE IN HEIGHT FROM ONE TO THREE STORIES TALL. NET BUILDING AREA = 148,492 SF EXTERIOR WALLS = 1,938 SF NET PUMP ROOM = 317 SF NET ENCLOSED CANOPY = 3,373 SF TOTAL = 154,120 SF PROPOSED 1 LANDSCAPE MODIFICATIONS PER ARB COMMENTS RU 11 -15 -13 �. DESIGNED BY: PROJECT: SET REV. NO. 2 REVISED PLANS PER ALBEMARLE COUNTY AND ACSA COMMENTS RU 1- 31- 14�ALZH QF RU STONEFIELD BLOCKS F & G 3 3 REVISED PLANS PER ALBEMARLE COUNTY AND ACSA COMMENTS RU 3 -11 -14 � I�' I L, E C O P i �/ --�-�- ENGINEERS DRAWN BY: FINAL SITE PLAN c o SURVEYORS REG ALBEMARLE COUNTY, VA DRAWING NUMBER: This copy of the approved plan is PLANNERS TITLE: ic. o. 1 57 reserved for the official files of DIHR BY: COVER SHEET C-- 1 w Albemarle County. Please do not ASSOCIATES HFW remove this plan from the file. Po Box 4119 3040 Averuore Square PL SHEET NUMBER: ti Lynchburg, VA 24502 Charlottesville, VA22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: Sr � ON A L �' Phone: 434.3 6 60850 Y�SOPhone; 34.984.2700 304204C_CS. d W CIVIL H: AS SHOWN 1 of 36 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE 213042.04 9 V.• N/A 11 /7/13 TOTAL PARCEL 918,093 SO FT (21.08 AC.) TOTAL BLOCKS F & G 909,790 SO FT (20.89 AC.) 100% BUILDINGS (FOOTPRINT) 154,120 SO FT (3.54 AC.) 17.0% ROADS /PARKING 597,643 SO FT (13.72 AC.) 65.7% GREEN SPACE 130,130 SO FT (2.99 AC.) 14.3% CIVIC SPACE 24,536 SO FT (0.56 AC.) 2.7% IMPERVIOUS AREA 635,219 SO FT (14.58 AC.) 69.8% FUELING FACILITY AREA 26,312 SO FT (0.60 AC.) 2.9% RECREATIONAL AREA 3,897 SO FT (0.09 AC.) 0.04% FUTURE PAD SITES 151,179 SO FT (3.47 AC.) 16.6% NOTES: 1) OPEN SPACE IS SUBSTITUTED WITH GREEN SPACE AND CIVIC SPACE IN ACCORDANCE WITH THE CODE OF DEVELOPMENT. 2) CIVIC SPACE AND GREEN SPACE AREAS MAY OVERLAP AND ARE INDEPENDENT ENTITIES. 3) CIVIC SPACE AND ROADS /PARKING AREAS BOTH INCLUDE CROSSWALK AREAS. 4) GREEN SPACE AND ROADS /PARKING AREAS BOTH INCLUDE PARKING ISLANDS. 5) BECAUSE OF THE OVERLAP IN AREAS, MENTIONED ABOVE, THE TOTAL AREA IS NOT A SUM OF THE INDIVIDUAL AREAS. 6) THE GREEN SPACE AND CIVIC SPACE AREAS DO NOT INCLUDE THE EXISTING TREE LAWN AND SIDEWALK ON THE NORTHERN SIDE OF BLACKBIRD LANE SINCE THEY WERE CONSTRUCTED WITH THE STONEFIELD TOWN CENTER. REQUIRED PARKING: 669 SPACES ((148,492 GLA /1,000= 148.492) *4.5 = 668.21) PROVIDED PARKING: 669 (INCLUDES 16 HANDICAPPED SPACES) 1 LANDSCAPE MODIFICATIONS PER ARB COMMENTS RU 11 -15 -13 �. DESIGNED BY: PROJECT: SET REV. NO. 2 REVISED PLANS PER ALBEMARLE COUNTY AND ACSA COMMENTS RU 1- 31- 14�ALZH QF RU STONEFIELD BLOCKS F & G 3 3 REVISED PLANS PER ALBEMARLE COUNTY AND ACSA COMMENTS RU 3 -11 -14 � I�' I L, E C O P i �/ --�-�- ENGINEERS DRAWN BY: FINAL SITE PLAN c o SURVEYORS REG ALBEMARLE COUNTY, VA DRAWING NUMBER: This copy of the approved plan is PLANNERS TITLE: ic. o. 1 57 reserved for the official files of DIHR BY: COVER SHEET C-- 1 w Albemarle County. Please do not ASSOCIATES HFW remove this plan from the file. Po Box 4119 3040 Averuore Square PL SHEET NUMBER: ti Lynchburg, VA 24502 Charlottesville, VA22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: Sr � ON A L �' Phone: 434.3 6 60850 Y�SOPhone; 34.984.2700 304204C_CS. d W CIVIL H: AS SHOWN 1 of 36 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE 213042.04 9 V.• N/A 11 /7/13 ch 311: '10 V4 I L-3 Z I V 0 C4 * 0 Pr) ._11 C: 0 E-L 4) .4-W 0 - 0 C tz 1* 0 C4 C3 1`0 V_ C4 .__*1 0 2 .. 0) 0 0 22 4) ZZ6 4) C 0 -W 0 0) r_ 4) C14 * 0 ") V_ C4 1-11 :Z - I I - ( ;�.'�" i - ",;, e, `� � � i I , , .� j; , \.: __ , I I � 0 i -,4,1111�, o 3 20112 ", . COUNTY OF ALBE WIARLE Ry� ______.1_..1- 1)epatitruent Of Coramunity Mvelopluent 401 McIntire koad, North Whig CI1ArI()jteS,ilIe,Vtrgi11ja 22902-4596 r�ax (434) 9�2-4126 1 _ 1�lioou (434) 296-5832 . I March 23,2012 Valerie Long 321 E, Main St., suite 400 Charlottesville, Va 22902 RE: ZMA2011000 � 07 Albemarle Place/Stonefleld Proffer Amendment TAX MAP, PARCELS: 061 WO-03-00-019A0, 06, Wo,()3-00.01 9BO (as it has been _()3-0Q-024Q0, 0(31WQ-03-00-02500 Subdivided), 061WO-()3-00-02300 l 061WO Dear Ms. Long� The Board of Supervisors approved the above referenced application on March 14, 2012 in I accordance with the attached proffers dated March 1'3, 2012, please refer to this document for any future applications and requests an this property, Please be advised that although the Albemarle county Board of Supervisors took action on the project noted above, no uses on the property as approved above May lawfully begin until all applicable approvals have been received and conditions have been met. This includes: * compliance with applicable PROFFERS; PECIAL USE PERMIT; a compliance with conditions of any applicable S . approval of and compliance with applicable SITE PLANS and SUBDIVISIONS; and 0 approval of a ZONING COMPLIANCE CLEARANCE� If you have questions or,:�,mments regarding the above-noted action, please do not hesitate to contact Rebecca Ragsdale at 296-5832. 1 Sincerely, - 1� _/ �1�1�ay,Wnerillrnnte Director of Pianni GG: ' Albemarle Place EA�071:CQ Albemarle Place EAAP LLC C/O Tom Gallagher P 0 Box 528 7200 Wisconsin Ave� Columbia SC 29202 Bethesda, MD 20814 Albeirtarle Place/Stonefield PROFFE R FORM Date: March 13,2012 ZMA H 20-1.1-00007 Albemarle Place/Stonefield . , . Tax Map and Parcel Numbers: 061WO-03-00-019AI), 061WO-03-00-019BO (its it (tits been subdivided), 061WO-03-00-02300, 061WO-03-00-02400, and 61WO-03-00-02500 65.034 Acres zoixed Neighborhood Model District (NMD) to be rezoned to Neighborhood ModetDishiet (NMD) - . , Albemarle -Realty (E&A), LLC, ,it South Carolina limited liability company is the owner oftwil parcels ofland that wore subdivided from tax map parcel 061 W0�03-00-019]30, which parcels aroshown as "Lot D2", containing , 5.487 acres, arid "Lot DT', containing 1.0 10 acres, each on EE plat Q'ntitlQd "Plat Showing Subdivision of Stonefield, Jack Jouttt Magisterial District, Albemarle County, Viiginia" dated July 15, 201 1, last revised November,10, 201 1, prepared by W.W. Associates, which plat is ofrecord in file Clerk's Office ofthe Circuit Court of Albemarle County, Virginia in Deed Book 4135, page 215 (the "Subdivision Plat"), The Haven at I I Stoilefictd, LLC, a S I outh, Carolina limited liability company, is the owner of a parcel of land that was subdivided frorn tax map parcel 06 1 WO-03-00-019130, which parcel is shown as "Lot ETI I I - contairthig 7.638 acres, oil tit � Q Subdivision Plat. For the purposes ofthese proffers, Albemarle Plact EAAP, LLC, kind Albeinarte Realty (E&A), LLCarQ collectively referred to herein its (the "Oviner"). AllicularIQ Place EAAP, LLC, a Delaware limited liability company, is tht fee siniple owner (tile I 'lowlier") of tax nitip parcels 061WO-03-00-019AO, 06 tWO-03-00-02300, 061WO-03-00-02400, 061WO-03-QO-02500, and the residual portiom of tax inap parcel 061WO-03-00-019BO that were not conveyed to eitherAlbentarle Realty (E&A), LLC or The Havou tit Storieflold, LLC, For the purposes of these proffers, Albemarle Place, EAAP, LLC, arid Albemarle Realty (E&A), LLC are I collectively referred tollexein as (the, "Owner"). Tax mitp parcels 061 W0-03�00-019AO, 061WO�03-00-02300, 06 1 W0�03-00-OMOO, 061 WO-03- 00-02500, and 061 WO-03-00-019BO (including the lots created there from pursuant to tile Subdivision Plat) (collectively, the "Property"), art the subject of zoning map arnorldractit , -Albemarle Place Proffe application number ZMA 201 I-OQ007 originally submitted Lis " x Amendment," which application name has been relialned to "Slonef � laid," Pursuant to Section 33.3 of the Albernarte County Zoning Ordinance, the Owner hereby voluntarily proffers the conditions listed in this pro6erstatement, which shall buktppIiQd to the Property if the rtzolling is approved by Albemarle County. 'these conditions axe proffered as part of the rezoning and it is acknowledged that ill(, conditions aye reasonable. J T he Albemarle Place/Storkeftold project was originally approved by tile County Board of I Supervisors on October 22, 2003 is ZMA 2001,007, along with proffers from the prior owner dated October 22,2003, arid a Code of Developirientpropured by'llic Cox Company dated Original Proffer: Aniendinerit: X October 15,2003 (with Rx,hibit A to tfic Code ofDevelopinetit last revisect July 8, 2010) (the "code ofDoi,clopillent"). The Code ofDevelopitiant included an application plan (the "Application Plan"), The improvements proposed for the Property ale collectively referred to as ill-, "Project." 'the Carta "Owner" as referenced heroin shall include within its meaning the owner of record and successors in interest, The term "Application Phui!'ref�rs to Exhibit A. Thu terni"Code of Development" refers to Exhibit B. The proffers dated October 22, 2003 that were approved with ZNIA 2001-007 were amended by proffers . dated July 23, 201 0 that were approved wi Ill. ZMA 2008-0003 by the County Board ol'Sufarvisors on August 4,2010, arid by profbe,ts dated August 5, 2011 that were approved with ZIVIA 201 t-0004 by tlia County Board ofSupaxvisors oil September 7, 201 1. These proffers amend and supersede the proffer,,, accepted in conjunction I with the approval ofZMA 200 t-007, ZMA, 2008-0003, and ZMA 2011-0004. . The headings of the . proffers set forth below have beau prepared for convenience or reference only kind shall not control ox,affdot the meaning or be taken as an interpretation of any provisions of tile proffers. I , Phasing of Improvtments: The Owner shall phase development of tile Project as follows: A. Phase 1: Phase I of thQ Project shalt be composed ofBlooks A, B, Coad D as shown oil tile ApplieRtion Plan, and as shown in liter& detail on Exhibit A-I attached hereto C'Plikise I"), and shall include street kind utility 4uprovernwits to serve the planned building improvements contained within Phase 1. As part OfFhaso 1, tile Owner shall (IQS!gll and construct District Avenue (formerly known as Albemarle Place. Boulevardtind as Fourth Street/Cedar Hill Road) C'District Avenue") front HydraWic. Road to the point wheru District - , Avenue connects with the new planned western entrance to tile Sperry iylaxjilc� facility in tile location shown oil the Application Plan, and its shown ill more detail oil Exhibit A-1, ThiH first phase ofDistrieL Avenue 811till inulude. all suptiorting utility infrastructure Oil such street, alici shall be completed prior to issuance of a final certificate of occupancy forarly bilildiligs within Blo.cks A, B, C kind D. Construction. Of tile first phase of District Avenue $11,111 be deemed complete, when it is constructed in conformance With the plans approved by Albemarle County or by the Virginia Department ofTiansportatioll ("VDOT'), as applicable, and to any event: the County Engineer has appcoved it for vehicular travel, No � illow than three hundred Seventy thousand (370,000) square feet of connnexciat space arid , onic hundred severity (170) dwelling units may be constructed within the Project until the remainder Qk"District Avenue is constructed to the new planned intersection with U.S. Route 29 as shown on the Application Plan, Notwithstarlding anything to the contrary contained in this Paragraph I A, the Owner shall be pctmitted to utilize portions of the Phase 2 land (as show4l vo. Exhibit A-1) for the Installation of infrastructure to serve the Phase I building improvements to be constructed 41 Blocks A, B, C mid D. B. Phase 2: Phase 2 of the Project shall bc composed of Btocks E, F arid 0 as showit oil the Applicatioti Plan arid as. shown ill Inoxe detail oil Exhibit A-1. C'Phase 2"), and shall include street ,arid utility improvements to serve the planned building improvements contained within Phase 2. As part ot'Phaso 2, the Owner shall design mid construqt District Avenue froin tile I Original Proffer: Amendment: X Point where it connects with the new planned western entrance to the Sperry Marine facility north arid am[ through Blocks E, F kind G to the new planned intersection with U.S, Route 29 �isslio,,viioiittieApl)IiQatioixPJaiiajidas,,31ioN�,iiiiikiiQ�edet-,iiloiiExt�ibitA-1. 1'his�ecoad phase ofDistrict Avenue shall 4whide all supporting atility'itiftastmotere oil suclistrect and shall be completed prior to issuance of -it final certificate of occupancy for any buildings I within Blocks E, F arid G. Construction of [lie second phase of District Avenue shall be d"kned couiplutu when i( is constructed in conformance with the plans approved by . Albemarle County or by the VVOT, as applicable, arid in Emy event die County Engineer has I . approved it for vehicular tuavel. No t,withstanding ,my thing to the contrary contained in tlli,, Paragraph I B, the Owner shall be permitted to irtifize pottions: of tit(-, Phase 2 land (as shown oil Exhibit A-1) tbt tile installation of infrastructure coserve the Phase I building improvements to be constructed in Blocks A, B, C and D. NoLwiths(anding anything to the contrary contained in this paragtaph IB or imparagraph lAribove, flual certificates Of occupancy may be issued for buildings within Blocks A, B, C, D or E beyond the threshold levels contained in paragraph I A, provided thaL tile Owner (i) has constructed at least a temporary road (at standards acceptable to the Director of Community Development) connecting thefikst phase of District Avenue to [he new planned intenNection with U.S, Route 29, or (ii) can deinonHtratc during the site plan review process, through traffic analysis , T, that additional trafflo acceptable to the Director of Cominunity Development and. VDO fioni such buildings, when aggregated with the traffic generated by the usbs,ror which certificates vrocQupkin.cy have been issued for buildings in Phase 1, will not cause the Hydraulic Road/U,S. Route 29 intersection to fall below an acceptable .level of service, All final. site plans forthe Project that include any porUon of District Avenue shall include a note reser - virig the portion of tire property comprising District Avenue, for future dedication Eis a public road, arid within sixty (60) days after Written request for such dedication, file owner shall dedicate tile portion of the property comprising District Avenue for a public road, If thQ I publio tight-of-way is not dedicated by subdivision plat, the Owner ahall be respons! - ble for tho- cost Qfa survey and preparing the (iced to convey tile public xight-0-way to tile County. . C. Landscape improvements and associated strectscape hriprovemerils to serve the planned building improvements contained within each block shall be reviewed at tile, time Qfftial,qlte, plan, fQview for each block. 'the Project shall have a consistently designed arid plarr(ed s1xcQ1scapc along Route 29 and Hydraulic Road. 1 2. Community Development Authority Participation: Upon request by the County, the Ovyller shall petition for ,arid consent to all tax map parcels used for nork-residentlat purposes participating tit a Comixtunity Development Authority ("CDA") esta4lished pursuant to Section 15,2-5152, at seq, of tile Code of Virginia ("Code") to be created for the puxpose of imptementing Route 29 regional transportation iniprovernerits, including but not limited to transportation, firiproveiricuts within,the. "Super Block" (the geographical area bounded by Route 29, Hydraulic Road, Counnonwealth Drive, mid Oleciibrier Dxivc) mid intersectional improvements associated therewith, 3. Cash Proffer for Route 29 Regional Transportation: Thr, Owner will make a cash contribution to the County for tile MPO/29H250 Phase 2 Route 29 regional transportation sttidyiiitht��tiTioLijitof(-)iioJ.JiiiidredThotisandDotl,ics($100,000�00). Thocashcoutribution 01.1ginal'Proffer: Amendiricat: X shall be tritielp by tile Owner within thirty (30) days upoiixt�qaest by the County. Thi,H proffer has been satisfied, 4. Cash Proffer for City of Charlottesville Traffic Calming ,Improvements: 'the Owner shitil contribute Ten Thousand Dollars ($10,000.00) to the City of Chavlottu.sville for tile C0118tr=lion by the City of traffic calming ' improvements oil Swanson Road, Cedar Hill Road told other City strQuts intct�Qctiiig Hydratilie Road in the vicinity of Stonefield. The cash uoptribution studl be triade, by lilt Owner within thirty (30) days upon request by the City. If Ilic trafflu calming improvements Eire not implemented by October 1.5, 2007, all unexperided funds shall be refunded to the Owner. The City constructed the traffic, calining improvements, arid requested the prior owner of the Property to pay the contribution on November 9, 2005, but tlwrc� are no intruediatelytivailable records thut such contribution was ever received by the ,City, Upon evidei ice of prior payment of such fund s that is satisfactory to tile County, (lit TLquireirients of (his Paragraph 4 slat be, decillod satisfied, In tile event tht Owner has not produced such evidence, to the County by Match 31, 2010, the Owner shall contribute the filuds to the City within thirty (30) days ofa, written request from the � � City, provided that slick request is made Ito sooner than April 1, 201 1. At the time such , . � I I fundu Eire defiver-td to the City, the. Owner shall provide notice Of Such pilyruelit to the County, 5. Cash Proffer for Charlottesville Area Traitsit ("CAT") Commercial Corridor "Jitney Seryiec", Upon the reclyest of tile County, the Owner shall contribute Twcnly Thousand Dollars ($20,000,00) per annum or un, amount cqual to twenty percent, (20%) of the atinual Operating arid maititenance, costs, whichever is less, for a period not to exceed five Years for operating and/or Maintaining it dedicated "jitney bus" service to retail commercial developments, including Storiefleld, along the. Route 29 Corridor. If the CAT litney , 11 servict." is not placed into operation by the date OfiSSUEUICO Of the first Occupancy permit for it commercial building in Stonelleld, then the Owner shall contribute Seven 'thousand Dollars ($7,000-00) par Eumum, for ,it period act to exceed five years, to CAT for costs associated with operating existing CAT bits route(s) that provide service to Stoneflold. 6. Cash Proffer for Capital Improvements: Tlie� Owner shat( contribute One Million Five, Hundred Thousand Dollars ($t,500,000,00) (hereinafter referred to as the "Total Contribution") to the County for the purpose of funding capital improvements relate - d to Stonefield. The contribution shall be paidas follows: (a) Three Hundred and Seventy Five Thotiskind, Dollars ($375,000.00) shall be, contributed to the County within thirty (30) days � I after tile first final site plan or subdivision plat contallaing residential dwelling Units I'll, I approved for Ston4eld; (b) all additional Three Hundrt(i and Seventy Five Thousturict Dollars ($375,000,00) ofthe total contribution shall be, contributed to the County prior to the, issuance of a certificate of Occupancy for lilt-, first residential.dwelling unit in Stollefield, and (c) tile remaining Seven Hundred Filly Thousand Dollars ($750,000.00) of the Total , I . . Contribution shall be paid oil a pro rata basis of Thtte Thousand Dollars ($3,000,00) par xesidtainial dwelling unit it( tile thrit certificates; of occupancy are issued for tile first two - . - . hundred fifty (250) dwolling units. No additional contribution shall be required for the next � two huildred fifty (250) dwelling units. __ I Original Proffer: � I . Amendment; X . if, five (5) years flow (lie, date of approval of dirfirst final site plan. or 8ubdivisioaplat for residential dwelling imits, the'J'otat. Contribution has not been fully paid, the balance of the Totid Contribution shall be contributed to the County within thirty (30) days upon request by the County, Ifthis fund has not been exhausted by the County for the stated purpose within, five (5) years froili the date the last contribution is made, all Lukpxpended funds Hhall be refunded to the Owner. In addition to the foregoing, after building permits have been issued fox thu first rive hundred (500) dwelling units within Stoliefield, the Owner shall pay to tile County Three Thousand Dollars ($3,000.06) prior to the ISSUIRICt of it building permit Ibr each new residential dwelling unit thereafter. 7, Coustruction of Frontage improvements on Route 29 and Hydraulic Road: At its expense, the Owner shall plan, design, bond arid construct travel lano improvements to be - I � . dedicated for public rise on it's Hydraulic Road kind Route 2-9 froxittige. The design shall be submitted with tile first site plan for the initial phrise of Storictield. The subject frontage improvemenh; are depicted by Exhibit F, "Short Term Route 29 Transportation Improvements." The County way requixo. these ikupruvemeirts to be completed as it prerequisite. to the issmanco Ofany certificates ofoccupaticy. 'file construction ofthe subjeelt improvements shall be (]coined complete wheii they are constructed in conformance with the plans approved by VDOT arid opened to public Lisp as uppro . ved by VDOT. ' 8_ COUStrUCti011 of Off-Site Improvements: Upon fectuest by the County or as provided herein, the Owner shall plan, design, bond and construct off-sitt transportation improvellierA5 in the County and the City, as depicted oil Exhibit F, "Short Term Route 29 Tran.Nportati I on Improvements". If the improvements ,ire required to be constructed, the County may require these improvements to be completed as a prerequisite to the i�ssuiuwa ofany certificates of Occupancy. Construction shall be doomed complete when the Improvements Eire constructed I in conformance, with tile plans approved by VDOT and Opened to public use as approved by VDOT� A. Off-site Improvements in the County at the Northwest Quadrant of the Hydraulic Road/Route 29 Intersection, The engineering, plats arid construction documents for off-site improvements ill tile County shall be submitted with the first final site plan for Phase I of Sturlafield� . ' B. Off-site Improvements in the City at the Northeast Quadrant of the Hydraulic Road/Routu 29 Intersection (numbered items 4 and l. I on Exhibit F). The Owner shall I subrnit the ,engineering, plats arid construction documents (the "Plans") for tht . I � - I I � � irnprovemell(s ill file City of Charlottesville to the City of Charlotte.qville by January I 1, � 2012. The Owner shall diligently pursue approval of the Plans in the City. If the City does not approve the, Plans by July I 1, 2012, the Owner shall not be required by this proffer to construct tiny improvements for villich approvals have not been obtained. The Owner shall not be required, by this proffer to twituirt or otherwise pily for right of way ill tile City for these improvements. Original I'Toffir: Amendment: X I If the improvement's are required to be con9tcucled, t1w Owner shall complete Construction of the improvenicrits fur which righ( ofway is available: within twelve (12) months after the issuance of tile first cextifleate of occupancy within Stonefield, Construction shall be dearned complete whon the finprovernents are constructed in conformance with the plan.,; approved by VDOTand upQried, to public use its approved by VDOT. This Paragraph 8(B) is subject to the terms of Paragraph 14, "Substituted Transportation IMPIOVeluelits." 9. Reservation and Dedication of land for Regional Route 29 arid Hydraulic Road Intersection Improvements: Tile Owner shall reserve for lht�� future dedication to the Commonwealth of Virginia certain load oil the Property lit the County for certain short-term transportation. hilprovement8 for the Route 29 aud Hydniulic Road intersection (the "Short- Term, Ito u to 2 91flydrau lie Road Iinprov��.ruelxts") as folio w8: (Lt)tllelLin(ishowiitt,4'TtivocIA 6,511 SX," oil the plat of Kirk Hughes arid AsHoclater, dated March 3, 2009, tast revised March 25, 2010, which plat is attached hereto as Exhibit H; kind (b) any portions. of the parcels shown as "Parcel One Futtwz� Right of Wily 1, 1 17 S.1 ...... .. Parcel TWO Future Right of Way 9,079 S.F.," "Parcel. Four Future Right of Way 1,660 S,F.," and "*Parcel FiVe Future I Right of Way 790 S,F.," on tile Official Map adopted by tile County oil December 2, 2009, a. copy of Which Official Map is attached huieto as Exhibit 1, that kite required by VDOT for the Short-TQrm Route 29/Hydratilic Road Improvements (collectively, the "Short-Terin improvements Dedication Area"), provided, however, that the subdivision plats depicting the, Short-Ternk, Improvements Dedication Area are subject to final approval by the County 'Department of Community Development arid that the ptecise boundaries arid size of the Slimt,Terna firiprovenituts Dedication Area may be adjusted a",oxclingy. The Ownex shall dedicate the Short-Torm Improvements Dedication ,Nrea to the Commonwealth of Virginia in fee simple by October 1, 2010, or within thirty (30) days after � the County approves the subdivision plat iie"ssary to d4�Aicate the Short-Term. I I Improvements. Dedic,ition Area, whichever is first to occur. In addition to t I lit dudiQation of tho, ShoxL-Tenn. Improvements Dedication Area, the Owrwr Hholl dedivate arid convey kill , necessary drainage and comtruction easements for file Sliort-Term Route 291Hydraulic Road fruprovellients. ,if the Short-Terra Improvements Dedication Area is not dedicated. kind conveyed as part of a subdivision plat, the Owner shall pay all uo8tg of surveying arid preparing legid dovoinuina,in. it ,form acceptable to the Office of the Attorney General necessary to dedicate arid convey the Short-Tarin finprovcritents Dedication, Area land. , � After dedication and until the subject regional transportation imp:ovenients arc firrided. for I construction, the Owner sball, at the request of the, County, and witil tile consent of the CQ11lilloaWcalth of vixglilia, Illailitaill the Shoxt-�fuxin, Improvements Dedication Area ]kind until reque,sted by the County to no longer do so provided the Owner is granted tile right to the exclusive use of the land for landscaped open space, a pocket park, temporary parking, fencing, signage, utilities or other purpose as may be approved with the flilal site plan tin the first phase of Storieflold. Upon bqlag requested by ale County to no longer maintain the Original Proffer: Ainerldracirt: X land, (Ito O%vii" shall cease oll use of the land arid remove all improvements established by the Owner that the Cornity requests be removed. I [it the . event that the adopted design Cox futuye public ilittrsection iniproveniQrits does not require the utilization of all of the Short-Term Itirproveatents, Dedication Attu larld, upon the Owner's request, the residual portion of the dedicated land shall be tramsferred to the Owner tit no expense to the owlier, The deed(s) of dedication for the. ShorL-Terra Improvements I . Dedication Area may provide for such conditions. . 10. Reservation ,and Dedication of Additional Land for Route 29 kind Hydraulic Road Intersection Improvements: Tile Owner shall reserve for future dedication to thb, County, Subject to 111C conditions herein below, equtirin additiortal land. oil the, Proptrty for the right of way for future Hydraulle Road and Route 29 related regipitid transportation, improvements (the "Long-Terin Route 29/Hydraillic Road Improvements") as follows: (a) the ,area shown as `Piquel Al 1,432 S.F." on Lxhibit 11, and (b) any portions of the, parcels shown on Exhibit I that were not previously dedicated to the Commonwealth of Virginia.for the Short-Terni Route 29�Hydtaulic Road ImprovenientH PlasUallt to the Paragraph 9 herein (collectively, the "Long-Term. Improvements Dedication Area") provided, however, that the subdivision plats depicting the Long-Terra Improvements Dedication Area are subject to final approval by the County Department of Colimmulty Development and that the precise boundari.vs kind size of , tile LoDg-'I'crjn Improvements Dedication Area may be adjusted accordingly. The Owner shall dedicate the Leng-Term Improverrients I)Qdication Axa,a, to the County within ninety (90) days after the County's request for such dedicationi slid such dedieirtiou. shall include tile dedication and conveyance of all necessary drainage arid construction easements for the Long-Term, Routo 29/HydTautic Road Improvements. If the Lotig-Tertri. Improvements Dedication Area is not dedicated and conveyed as part of a subdivision plat, the Owner shall pay all costs of surveying and preparing legal docurneills; lit a foxxxt acceptable to the County Attorney's Office necessary to dedicate and convey the Loag4exua Improvements Dedication Area. � Until .the Long-Temi Improvements Dedication Area land is drdiQuted, Ulu Owner shall mainiain the. land arid shall retain the right to the Q,xclusive, use of the ]arid for lands , caped. open space, a pocket park, temporary parking, lancing; utilities Or OthCr Purposes "is May be I Q apprQv I ad with the first final site plan for Phase I of Stonefield. ' The conditions oil the subject reservation kind dedication, shall be as fbllows� (it) In the event that the adopted design for future public interstotiou improvements don not rt-quire the utilization ofall of the Long-Terni limpiroveracrits Dedication, A.lea land, upon request Of tile Owaqc the residual portion sliall, be released by thm County from the � reservation or, if the land bps been dedicawd ' , upon request ofltlei owner title, shall be transferred back to, and for the use of, the Owner a( no axpmw to Owner, Thu deed(s) or tied ication. for the Long-Toral firipKovoineuts Dedication Area may pro,vide for ,inch coriditionis, Originall1roffer: Amendiriont: X � (b) The, doign kind construction of tile Lon-Terin, ROUte 29Alydralulic Road Imp�Qveiueut3 . . .1 , shall %ubstantially maintain the access, function, kind continuity of service of the. Planned . intersection of Swanson Road (Exteadcd) ,arid existing Hydraulic Roki(I into Stoneftoldat I I the locution of tile existing Swanson Road and HYL1011lic, ROUd interHection; otlic,twise this proffer becomes Inill and void. It. Sigattlization of Hydraulic Road and Route 29 Intersections: The Owner shall be responsible f6r traffic sigualization improvements as follows: A, 'the Owner at its expeme shall engineer, build, and con.5trilct traffic siglializatiorl improveiiiQiitsattlicititev�iectioilofDi3trictAveiiuG-,t,r.tcthy(lx,ttilieRQud. Thetraffic signalizatiiin hilpkov�muu(s tit this intersectionshall be constructed When tht, County or VDOT1`aqUCSt ifiStallati011 Of4LIC11, but in any event prior to the iswarice ofa cortificate of occupancy JbX 011y building in Mucks A, B, C or 1), provided that such signal is warranted by , tile traffic volumes or is otherwise approved by VDOT, B, Owner tit its expense shall enginver, bond and construct traffic signalization I improvements at ale hiter8mtion ot'DistriotAvenue and U.S. Route 29, Thetcaffic i signalization improvements. at this intersection shall be constructed when the County or VDOT request installation of such, but ill tury event prior to the issuance of a, cettificiat of occupancy for any building in Blocks E, F or G, provided that such signal is warranted by the traffic volumes or is otherwise approved by VDOT, provided fliat such signal is warranted by the traffic volumes or is Otherwise approved by VDOT. 12. Commonwealth Drive Connection: Upon demand of the County, but no earlier than the issuance of a building permit forany building within Block F, the Owner shall reserve right- , I . � of-way along the northern, edge of file parking lot in Block F of the, Property. for it fliture street connection to Commonwealth Drive through the"Comelia[Propeity" (TM 61 W-3-18). The future connection will be a two latie facility, Upon the request of the County, the Owner shall engineer, bond and construct both the oil- site arid thu off-aite portions of tile connection to Commonwealth Drive oil die "Coindial. � . � I Pf opecty" provided that easerrimts arid acquisition (if right-of-way as may bQ necessary for Such construction for Ulu colincolion through off-sito properties for this iniprovQixteld haye been granted Lit no cost to ale Owner, and the request fur. such connection through the Off-site property is inado by the, County prior to October 15, 2020, Upon the request of tho County, the connection shall be completed by the Owner within twelve (12) months from tile data of satisfaction of tile conditions as set forth above, 13. Other "Super Block" Street Connections: The Owner sliall rescue land and grant construction arid permanentaccess emernerns or right of way at no expense to the County for the purposes of future construction(by othcrs) of hiter-parcel street connections within the "S I uper Block" 'Lit the following locations; Houston ,Street (formQrly knowu us Fhst Street) , (to west to Commonwealth Drive), Blackbird Litua (formerly knowntisTbIrd Street) (to west to Cormilonwealth Drive), District AVellUt (IfOrITIC171y known as Cedar I-Jill Road Extende ol (in Block F north to "Coluditil PIMperty"), District Avenue (fortrierly Imown. its Fourth Street) Original Proffer: Amendment: X (bet-weexi Blocks 11-'aad G noith to "Couldial Pxoperty"), Swanson R-oad Extended (to nouth to "Sperry Property") and at two additional loualiun� into ,Sperry Property, The lweatiolv; for uaHenient or right of way reservation, and dedication art) as generally depleted oil Exhibit A and labeled thereon as "Future Extension." However, the locatious Enid numbers of such inter-puruel street connections may be modified by tile Owner upon a variation granted by the county Planning Director, Thesu QaHQlutat or right of way locations shall, be, identified, platted arid dedicated at the request of the County in conjunction with subsequent site plan applications for Storiefield. . . � 14. Substittited'franspoi,tatioiiljiipt-oveiticjit.g. - . A, In Ilan ofcoustruoing the impxovemants referenced in Paragraph 8(B) herein, which ParagTaph S(B) refers to certain off-sito improvements ill the City ofChartottesville at tile northwest quadrant ofthe Hydraulic Road/Route 29 ititttstetion, and also other . I improvements along tile City side ofRoute 29 between Hydraulie Road aud Greenbrier Drive, which improvements are collectively hotoinalJor refuted (o as the "Paragraph 8(B) * 1111provelliclits"� tile Owner may elect, lit its sole discretion, and on the terms arid conditions cautithacd1a this Paragraph 14, to contribute cash to the City for certain transportation improvements in, tile City known as tile "Rtc, 291250 Bypass Interchange improvement ProjeoVidentified as VDOTkuid City project number 0029-IQ4-248 (the "Substituted Impyovements Pxoject"), 13. In the event the Owner eifcts to contribute cash toward tho Substituted Improvements .Project (the "Owner's Contribution") lit Rua 017VUllShAiCting the Paragraph 8(B) 1 11-Japrovelilents, thu following terms shall. apply: 1. The Owner Olull notify the County's Director ofConimunity Development (the "Director") lit writing ofits election within sixty (60) days after the approval of the first final � site plan for Phase I ofStoilefiQld (tile "Notice"), The Owner shall ,also Honda copy of tic Notice to the City Development Services Manager at tIkQ same time it is sent to ill(, Directoyi 2� 'the, submission of the Notice to thQ Direutor sliall suspend the deadline for lilt Owner to submit the Plans (at; "Plans" is delincil ill Paragraph S(B)) to the City, if applicable. . 3, The amouilt ofthe Owner's Contribution IQ the Substituted Improvements Project shall be subjcct to a written, igiceineirt between the Owner and the City (the "City AgreQuitrif'). Within ten (10) daystittar full execution ofthe City Agreement, the Owner , shall provide a copy ofthe City Agreenitut to the Director. 4� Within six (6) morillis after tht Notice k, sent to the Director, or within sixty (60) days titter execution Ufthe City Agreement, whichevt,r is later to occur, tile Owner shall contriliato a portion offlie Owner's Contribution to the City in the arxiount of One Million Dollars ($1,000,000), less any ultiountu QruditQd by the City kuid'VDOTto the Owner for pl I anning - and design ,,York on the Paragraph. 8(B) Improvements ((lie "Net Contribution"). 'I le Net Contribution may be lit the, form ofeash or it letter ofcredit issued by a bankapproved by the, Original proffer: Amendment: X City, or a combination thereof. The City Agreement shall set forth the terms of and schedule fur draw down of the Not Contribution. 5, lit the event that tile Substituted Improvements Project is terminated, Or has not Otherwise been completed (as described herein) within thirty-six, (36) months after the City receives the Net Contribution (which thirty-six (36) mouth period rilay be extended by inutualagreement of the Charlottesvilto City tylariagexand, the Albemarle County Executive), - kind upon the City's roftindirig of Clio Net Contribution to the Owner puts i it I i i , k ill c, tI f.� C Ly Agreement, tile Owner shall forward Funds equal to Uive Hurldred'Illousand Dollars ($500,000) to tile County for funding tratisporta�tio�ti,iinprovemriit-s ill tile vicinity ofthe U.S. Route 29/Hydratilic Road Intersection identified in tile County's Capital futpuOveillonts. Program. In the: event such funds have not bQca expended by the County for thestated purpose withi . 11 tell (10) years t1oin the date the funds Were contributed to the County, all unexpended funds shall be refunded to the Owner, Construction of tho Substituted improvements Project shall be deemed complete when the improvements are acueptQd by the . appropriate public entity or are borided for the entity's acceptance. 6. Notwithstanding the pxovislonH of Paragniph 14(B)(5) herein, upon the, City's receipt of the get Contribution, the Owner shall bt relieved of any obligation to construct the Paragraph S(B) Improvements, (Signature Pages Immediately Follow) Original Proffer: Amendment: X WITNESS the following signatures: ALBE, MARLE PLACE EA,AP, LLC, a Delaware lintil.ed liability company I � ( 13 ---- L a,�&_ �Tiodi W. McLean, President � , , I Al, � � . , t I I I , t� . 11 - RA I COUNTY OF ALBEMARLE Department ofeQuitnunity Development, I I 40t MdntireRoad, North Wing Charlottesville, Virginia 229024596 Phone (434) 296-5832 Fax (434) 9172-4126 � . __ - November 25, 2013 1 Steven F, Teets, L,S, 7200 Wisconsin Ave #400 Bethesda, Md. 2081 4 1 1 1 R E: ZMA20113000091A]bemarle Place/Stonefleld Proffer Amendment TAX MAP 61 WISECTION 31PARCELS 19A, 198, 23, 24 and 25 Dear Mr. Teets: On November 13, 2013, the Board of Supervisors approved the abo,vepoted NMI) rezoning application. subject to the application plan dated October 21., 2013, code of development dated October 21, 2013 and , I � . attached proffers dated November 1 13, 2013. Please refer to these documents for any future applications and requests on this property. Please be advised that although the Albemarle County Board of Supervisors took action on the project noted above,, no useson the property as approved may lawfully begin until all applicable I � approvals have been received and conditions ,have been met. This includes. . compliance with applicable PROFFERS.; � I . I I . � I I � * compliance with requirements. of the CODE OF DEVELOPMENT,- A approval of and compliance with aSITE PLAN; and I I I * approval of a ZONING COMPLIANCE CLEARANCE. I I � Before proceLding with further use of this property or s.hould you have queptions regarding the above- noted action, please contact Rebeccal Ragsdale at 296-5832. . Sincerely, :, � I . 0 1 , cote I, e I ) 6�� __ I'll V. Wayne Cili - erg - � e Director of P1 � Vn,,rcgg, . I I CC: Albemarle Place EAA I-C I P 0 Box 528 b , . Qqlumbia §c 29202 - Albemarle PlaceNtoniefield 11 . .: �. I � � I I PROFFER FORM I I I - � AMENDMENT TO PROFFERS Date:. November 13,2013 1 ZMA 4 10,13-0060.4 At6emarle Place/Stonefield I I I I Tax Map And Parcel Numbers: 06JW0_03.00-QJ9AiQ (as it1las been spbdivided), 901WO . -03� � 00-019BO (as it has .been su � bdivided � ), 06iW"3-00-02300, 061W043-00-0400, and 61WO- U3-00-02500 1 65.0 , 34 Acres zoned Neighborhood, Model District (NMD) to be rezoued to Neighborhood Model District (NMD) I I . � This instrument amends those certain Proffers, dateciNfarch, 1.3, 2012, f6rZMA # 201 1 -00007 I . . . . Albemarle P - lace/Sioneffeld C'ZMA'�Oil Proffers"'). Except as expres . sly amended herein, the . ZMA 2011 Proffers shall remain unchanged and to the extent that any terms,conditions and � obligations contained in the ZMA 201 1 Proffers have not been, fully met, such terms, conditions I .1 � � ... and obligations shall remain in full forte arid effect. I I . I � � � � I I . I � Albemarle Realty (E&A), LLC, a South Carolina limited liability company, is the owner of a I � I parcel of land that were subdivided from tax map parcel, 0,61WO-03LO07019130, which parcel is shown as "Lot D2", containing 5,487 acres, each on a plat entitled 'Tlat Showing Subdivision of Stonefield, Jack Jouett Magisterial District, Alibeinarle County, VirginW' datcdJuly 15, 201 1, Iasi revised November 10, 20H, prepared by WX Associates, which plat is of record in, the � I Clerk's Office of the Circuit Court of Albemarle County, V I irginia in Deed Book 413 5,, page 215 . I (the ",Lot D Parcel Subdivision Plat"). The Haven At Stonefield, LLC, a South Carolina limited liability company, is the � owner of a Iparcel of land that was subdivided from tax map parcel I 061W(1-03-00�019130, whiullpaicel is shown as "Lot 82" containing 7.638 acres, on the Lot D Parcel Subdivision Plat. MacFarlane Storwfield, I,LC! a Virginia limited liability ,company,.Js now the owner of a parcel I . that also was subdivided from tax map,-parce'l 061W 1 0703-0M 1 1 1 9130, which parcel is shown as I . I 4'Lqt DY', containing Ifi I 10 acres, on, the Lot DParc6l Subdivision Plat. I I I I � I I . Albemarle Place, EAA?, LLC, a Delaware lit ' nited tiability company, is the fee simple owner of tax map I parcels 061WO-03-00-0230.0, 061WO-03-00702400,1, 061WO-03-00-02500i arid the I I I I I I . I residual por.tions of tax map parcels 0 ' 61WO-03-00-019BO arid. 061WO-03,-00-019AO that were not conveyed to either Albemarle Realty (MA), LLC, MacFarlane Stobdficid, LLC, or The ' I . I Haven at Stonefield, LLC� For the purposes of these proffers, Albemarle Place EAAP, LLC, � . I I MacFarlane Stonefield, LLC, The Haven Lit Storefield, LLC, and Albemarle Realty (E&A), I LLC are collectively referred to herein as (thte "Ownee') ' , The terru "Owner" ki.q. referenced herein shall inciu&. withirilts meaning the owner of record, and, successors in. interest, Tax map parce. I is 061 WO-01-0-0 NA10, 061 WQ�03-00-()2300, 061 WO-03-00-02409, 001 WO-03- ' QQ-0250( ad I ere from pursuant to the Lot D , ); arid 061 W0-0wQQ_0 1913 0 (iiiol tlding� the Jots cruixt -hl . I I I I � WITNESS the followitig �ignaturas: � . I I I I 'MARLE PLACE EAAP, LLC, I . I I I.AILBE, - - ` .111.11 I I : a Delaware Jimited liability company . I I . ALBE MARLE RE ALTY (E &A), LLC, � I it South Carolina limi . ted liability company B � �� I I . . I Jed � ., cL By: L'tiens Realty, Inc., it South Carolina corporation, its I.. L I n., President I Sole, member I � I I I � I . . J 1( .�L, _ I � I � W. McLean, President I � - -.1. � � 1. I 11 . I ALBEMARLE RE ALTY (E&A), LLC, fil it %��L�� I 4, South Carolina limited liability I company I I . I I I � By:,Edctls:ReaIty, !no., a South Carolina corporation, its . I Sole member 11, I I 15997olks.we � B� I � I I . Mioe kM1Qca-.h, Pre �We,t I . I - ) Original Proffer: TiIE HAVEN AT STONERELD, LLC Amendment: X a South Carolina limited liability cQm � pany By: I 1 I THE HAVEN AT STONE FIE LD, LLC a South Carolina limited liability comp, printed Name. Illy: T,t,,,,� pwtt�p =4tl "I"l-y-, :Titic., � By: - 1�; __Z_n__ I �____ - f V PrintedName: ,,� e5�vr/c, ��*_,,V*�-). . '.0 . Title: P.,-, " J,�11 MACfARLANE STONEFIELD, LLC � � -1 Virgini, , a limited I - _ - liability company � . By 4 1 1 I . � I I I . V lal W_ , " ". , r"111 /1,V ,�:, aacic., ,air i, printed Name: 01IL141V k: . ... ..... .- - . . Title'. _I ) /1,p it'ro uir,i-, /�U ft, 12,'l IM111010-S.IXA; __ - U Q - . ZMA to Amendment Block Comparison Block zmA Amendment Difference I % of Change A 246,577.72 2160,736.93 I 14,159.21 5.74% B 145,633.40 212,85427 67,220.87 * 46.16% C 454� 808.39 424,079.86 30,728.53 6.76% D 460,439.43 1 500,559.62 40,120.119 8.71% E 550,524.65 477,102.19 73,422,46 13,34% F 51 0, 1 60.21 643,379�71 133,219.50 ** 26.1% G L ......................... A-420,878.09 260,100.75 , 151,712.84 * 36.056/o NOTES: . * AS NOTED ON PAGE EIGHT OF THE CODE OF DEVELOPMENT "THUS, FLEXIBILITY IN THE CODE OF DEVELOPMENT IS PROVIDED TO PERMIT THE E OF EACH BLOCK TO BE INCREASED OR DECREASED AT THE SITE PLAN OR SUBDIVISION STAGE BY AN AMOUNT NOT TO EXCEED FIFTEEN PERCENT (15%) OF THE GROSS LAND AREA OF THE LARGER BLOCK IMPACTED BY EACH SUCH CHANGE." SINCE BLOCK B & G ARE THE SMALLEST OF BLOCKS IN THEIR CALCULATIONS THE 15% LIMIT DOES NOT APPLY. ** THIS VARIATION WAS APPROVED BY THE ALBEMARLE COUNTY BOARD OF SUPERVISORS ON SEPTEMBER 11, 2013. 2 REVISED ZMA LETTER RU 1-31-14 "'Am, ,�� I , - ,:, � - I 1-111."..., -1. W ,,.I I 1. I __ I . I I - 1 1 1 1. � � �_. I 11. - - � I'll- .1 - I I 11 1. I I , o I . f4i, 10 1� 11 I I �, I 1 .4_0 �, . 1� I .., . to - �� 11 .. -1 Lic'. No. 4225? I - _- I "a, ��. 11 I � 1�,00 -4. I I ,0 _,� 1-13-1 1 _ I - I 11 - . I `1_ �, � - " ;* I . I I I',, #. ,- I - . - : _�.ics, , � ; I - � N_ 'PH ''L, . �-, ", 11 I , - � A� WA - � ENGINEERS SURVEYORS M AsSOCIATES. PO Box 4119 3040 Avemore Square Pl. Lynchburg, VA 24502 Cll.lottesvillt,, VA22911 Plione: 434.316.6080 Phone: 434.984,2700 www.wwassociates.net . DESIGNED BY: PCs PROJECT. - STONEFIELD BLOCKS F & G FINAL SITE PLAN SET REV. NO. 3 r DRAWN BY. REG - DRAWING NUMBER: C-2 . I I TLE. . T/ - PROFFERS - DIHR BY: HFIN SHEET NUMBER: 2 of 36 WWA NUMBER: 213042.04 - - FILE NAME. 304204C- ND-l.dwg - DISCIPLINE. GENERAL - SCALE. H: NIA V. NIA - DATE. � 1117113 I I I I NO. I SHEET REVISION I BY I DATE -.L-;" NO. I SHEET REVISION I BY , DATE 3 v, N D U Ci el` 0 i c v a m 0 0 O M N U ai Ci v_ a� c 0 W M N i __ COUNTY OF ALBEMARLE MEMORANDUM TO, Gerald Gatobu FROM: Wayne Cilimberg, Director of Planning OATEN May 16, 201 1 RI-:. Albemarle Place (Stonefield) Preliminary Site Plan, March 21, 2 01 Determinations Under Section 8.5.5.3 Section 8.53.3 of the Zoning Ordinance allows the Director of Planning to allow a site plan to vary from an approved general development plan or code of development in the Neighborhood Model District if, among other provisions, the director determines that the variation is in general accord with the purpose and intent of the approved application plan and code. The following is an analysis of certain features previously identified or currently being requested to vary from the approved application plan and code as they relate to the current site plan (dated March 21, 2011). Features consistent with the plan and code or variations allowable under Section 8.5,5.3 are so noted. Theater Location and Relationship to Hydraulic Road (Previously addressed in 5125106, variation) The proposed relocation of the theater from the southwest corner of the site to a location along Hydraulic Road east of Cedar Hill Road varies from the application plan that prescribes townhouses along this portion of Hydraulic Road. The intent of the townhouses was to "activate" this edge of the project and provide 'a visible transition from Hydraulic`Roa`d, an Entrance Corridor, to the back of the department store proposed In the application plan. Staff has previously indicated that the applicant needs to demonstrate that the proposed changes will be a suitable design substitute for the townhouse units shown on the application plan, most particularly to the satisfaction of the ARB. This is an allowable variation provided that all ARB conditions are complied with. Second Floor Uses (Previously addressed in 5125145 Variation) The application plan Illustrated uses on both the first floor and upper levels throughout the project, While vertical mixed use would be a positive and desirable feature of this development, it was not a requirement of the application plan and code. Thus, the site plan Is considered consistent. Block A (Previously noted in 9128109 Advisory Comments) Parking lots adjacent to Rt. 29 and Hydraulic Rd., in the initial plan are to be relegated (that is that it is not any closer to the street than the front line of the buildings along the street) and/or screened to the satisfaction of the ARB. Block B (Previously noted'.in 9/281D9 Advisory Comments) Parking lots adjacent to Rt 29 in the initial plan are to be relegated (that is that it is not any closer to the street than the front line of the buildings along the street) and/or screened to the satisfaction of the ARB. Block C (Previously noted in 9128109 Advisory Comments) Please refer to theater location and relationship to Hydraulic Rd, above. Also, note that the Code of Development says minimum 2 stories (up to 5) except for restaurants, outdoor cafes and retail kiosks in Block C; Block E Note 3112107 variation, if still applicable (attached).. 4129/11 Variation Requests: #s 1, 2 and 3 Changes to the location, design, layout, size and orientation of each plaza, civic, open and green space are granted consistent with the findings under Section 8.5.5.3 (c.) as you have presented and are permissible as depicted. #s 4, S and b — Modifications to allow for the width of sidewalks, planting strips and planters can be granted consistent with the findings under Section 8.5.5.3 (c:) as you have presented subject to a minimum sidewalk width of 5' between planting stripslboxes and the interior edge of sidewalks, no parldng overhang onto sidewalks In parking lots next to sidewalks; and all planting strips /boxes located between edge of street and sidewakk, and a minimum of 5'. #7 — Change to the design of Stonefeld Blvd, from four (4) lane section to a (2) lane section as noted can be granted consistent with the findings under Section 8_5.5.3 (c.) as you have presented subject to County EngineerNDOT approval based on applicable traffic studies. #8 Change to the layout and orientation of parking spaces alongminglewood Drive such that the spaces are oriented perpendicular to- Inglewood cannot,, be granted as Inglewood will function as a parallel street; to the narrowed Stonefieid Blvd., (see #7 above) and such parking is not in general accord with the purpose and intent of the approved rezoning for the Albemarle Place street system. Parallel parking is desired, but it is possible for angled parking to be considered under County regulations (provided this street is approved as a private street), dependent on'the impact of the angled parking to the functionality of the street based on applicable traffic studies. #9 - 'Modification of Main St design to allow curbless sections can be granted consistent with the findings under Section 8.5.5.3 (c:) as you have presented subject to County Engineer approval. #10 Allowance of Stonefield Blvd. as the only road dedicated to public use within the project is an option permitted on pages 28 and 29' of the Code of Development under "Street' Classifications" and is subject to review under applicable ordinance provisions. #11 -- Allowance of right -in turn from southbound Rt. 29 into Block B can be granted consistent with the findings under Section 6.5.5.3 (c,) as you have presented subject to County EngineerNOOT approval based on applicable traffic studies. #12 — Modification of the Block D and Block E boundaries is granted consistent with the findings under Section 8.5.53 (c.) as you have presented and is permissible as depicted. #13 — Allowance of six -(6) story hotel as long as it is no taller than ninety (90) feet is granted consistent with the findings under Section 8.5.5.3 (c.) as you have presented and is permissible as, depicted, #14 Modification to allow for 5' minimum sidewalks along exterior of rear of some buildings can be granted $ parking sidewalks, () you have p parking overhang findings onto sidewalks in uarkin Section, lats next to resente d subject to no #15 - Changes to the width of the buffer area at the western edge of the project property to a minimum of 10' can be granted consistent with the findings under Section 8.5.5.3 (c) as you have presented subject to compliance with the second paragraph on page 18 of the Code of Development under "Exterior Landscaping and Visual Impact Mitigation" and any site plan . requirements' that might be applicable, including screening of objectionable features. 3113111 Variation Bequest: Replacement of North and South New Main Streets between Buildings D I and D2 with a single road is granted consistent with the findings under Section 8.5.5.3. (c:) as presented and is permissible as depicted. Please note that development under this request is still subject to all other applicable zoning, site plan and building permit provisions and these variations do not supersede those requirements. NO. I SHEET REVISION ALBEMARLE PLACE WAIVERS, AGREEMENTS AND CLARIFICATIONS: ADOPTED BYTHE COUNTY OF ALBEMARLE ON DECEMBER, 2003 AS PART OF ZMA # 01 -07 AND AMENDED ON AUGUST 4, 2010 AS PART OF ZMA # 08 -003. WAIVERS TO THE ZONING ORDINANCE, CHAPTER 18: UNDER THE AUTHORITY GRANTED IN SECTION 8.2, THE BOARD OF SUPERVISORS HAS WAIVED, VARIED OR ACCEPTED SUBSTITUTIONS TO THE FOLLOWING SECTIONS: 4.2.3 LOCATION OF STRUCTURES AND IMPROVEMENTS: THE REQUIREMENTS OF SECTION 4.2.3 ARE WAIVED, CONDITIONAL UPON APPROVAL OF AN EROSION AND SEDIMENT CONTROL PERMIT THAT MEETS THE REQUIREMENTS OF SECTION 8.5.5.4(b). 4.3 (a &b) TREE CUTTING: THE REQUIREMENTS OF SECTION 4.3 (a &b) ARE WAIVED, CONDITIONAL UPON APPROVAL OF AN EROSION AND SEDIMENT CONTROL PERMIT THAT MEETS THE REQUIREMENTS OF SECTION 8.5.5.4(b). 4.6.1 FRONTAGE AND LOT WIDTH MEASUREMENTS: 4.6.2 LOTS, DETERMINATION OF LOT FRONT: 4.6.6 LOT ACCESS REQUIREMENTS: THE REQUIREMENTS OF SECTIONS 4.6.1, 4.6.2 & 4.6.6 ARE WAIVED UNDER THE FOLLOWING CONDITIONS: 1.) ACCESS WILL BE MAINTAINED TO THE INDIVIDUAL LOTS THROUGH ONE OF THE FOLLOWING OPTIONS: A.) LOTS MUST FRONT A PUBLIC STREET AND BE SERVED WITH DIRECT ACCESS TO A PUBLIC STREET, OR B.) LOTS MUST FRONT A PRIVATE STREET AND BE SERVED WITH DIRECT ACCESS TO A PRIVATE STREET, WHICH IS BUILT TO THE STANDARDS SET FORTH IN THE SUBDIVISION ORDINANCE; PROVIDED THAT ANY SUCH STANDARDS MAY BE WAIVED OR MODIFIED AS EXPRESSLY PROVIDED IN THE SUBDIVISION ORDINANCE. (NOTE: AN EASEMENT SHALL BE REQUIRED TO ALLOW THE GENERAL PUBLIC THE USE OF THE PRIVATE STREETS AS A RIGHT -OF -WAY). 2.) WHERE PARKING FOR A LOT IS NOT ON -SITE OR DIRECTLY ADJACENT TO THE LOT ON A PUBLIC OR PRIVATE STREET (I.E., A PARKING GARAGE), THE OWNERS OF THE LOTS WHERE PARKING IS PROVIDED IN A GARAGE SHALL HAVE PERPETUAL ACCESS TO THE PARKING GARAGES AS WELL AS A PERPETUAL RIGHT TO PARK CARS IN THE GARAGE. THE RIGHTS DESCRIBED HEREIN SHALL RUN WITH THE LAND. THE DEED, DECLARATION OR OTHER DOCUMENT ESTABLISHING THE RIGHTS DESCRIBED HEREIN SHALL BE SUBJECT TO REVIEW AND APPROVAL BYTHE COUNTYATTORNEY. 3.) ALL STREETS AND ACCESS WAYS DESCRIBED ABOVE SHALL BE REQUIRED TO BE BONDED AS PART OF THE SITE PLAN OR SUBDIVISION PLAT. 4.6.3 LOTS, YARDS ADJACENT TO STREET: 4.6.4 REAR YARDS ON INTERIOR STREETS: 4.6.5 SIDE YARDS ON LOTS: THE REQUIREMENTS OF SECTIONS 4.6.3, 4.6.4 & 4.6.5 ARE WAIVED AND REPLACED WITH THE BUILD -TO LINE STANDARDS ESTABLISHED IN THE CODE OF DEVELOPMENT. 4.7 OPEN SPACE: THE REQUIREMENTS OF SECTION 4.7 ARE WAIVED AND REPLACED WITH AMENITIES AND IMPORTANT FEATURES BY BLOCK THAT ARE ESTABLISHED IN THE CODE OF DEVELOPMENT. 4.11.1 COVERED PORCHES BALCONIES CHIMNEYS AND LIKE FEATURES: THE REQUIREMENTS OF SECTION 4.11.1 ARE WAIVED UNDER THE FOLLOWING CONDITIONS: 1.) THE DIRECTOR OF PLANNING AND COMMUNITY DEVELOPMENT MAYAPPROVE 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 SIGNS AUTHORIZED BY SPECIAL USE PERMIT: THE REQUIREMENT OF SECTION 4.15.5(x) OF A SPECIAL USE PERMIT FOR OFF -SITE SIGNS IS WAIVED. OFF -SITE SIGNS WILL BE ALLOWED BY- RIGHT. 4.15.11 REGULATIONS APPLICABLE IN THE PUD DCD AND NMD ZONING DISTRICTS: 1.) THE REQUIREMENT OF SECTION 4.15.11 FOR SIGNS ARE WAIVED AND REPLACED WITH THE SIGN REGULATIONS IN SECTION 4.15.13 HIGHWAY COMMERCIAL (HC), PLANNED DEVELOPMENT SHOP SHOPPING CENTER (PDSC) AND PLANNED DEVELOPMENT MIXED COMMERCIAL (PDMC). 2.) THE REQUIREMENT OF SECTION 4.15.11 FOR A MAXIMUM HEIGHT OF WALL 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: THE REQUIREMENTS OF SECTION 5.1.16 (a &e) ARE WAIVED AND REPLACED WITH THE AMENITIES AND IMPORTANT FEATURES BY BLOCK THAT ARE ESTABLISHED IN THE CODE OF DEVELOPMENT. 5.1.21 DWELLING IN COMMERCIAL AND INDUSTRIAL DISTRICTS: THE REQUIREMENTS OF SECTION 5.1.21 ARE WAIVED. 5.1.24 SUBORDINATE RETAIL SALES: THE REQUIREMENTS OF SECTION 5.1.24 ARE WAIVED AND REPLACED WITH THE USES AND STANDARDS ESTABLISHED IN THE CODE OF DEVELOPMENT. 32.4.1 PRELIMINARY CONFERENCE WITH STAFF: THE REQUIREMENTS OF SECTION 32.4.1 ARE WAIVED. 32.7.2.8 SIDEWALKS: THE REQUIREMENTS OF SECTION 32.7.2.8 ARE WAIVED AND REPLACED WITH THE USES AND STANDARDS ESTABLISHED IN THE CODE OF DEVELOPMENT. ZONING DETERMINATION BY THE COUNTY OF ALBEMARLE ON MARCH 12 2007: VARIATION ADMINISTRATIVELY GRANTED TO ALLOW FOR THE CONSTRUCTION OF A TWO -STORY GUARD SHACK ON ALBEMARLE PLACE'S PROPERTY ALONG THE EDGE OF ALBEMARLE PLACE /SPERRY PROPERTY LINE. ZONING DETERMINATION BY THE COUNTY OF ALBEMARLE ON DECEMBER 29, 2010 DETERMINATIONS ON THE APPLICATION OF THE ZONING ORDINANCE. CHAPTER 18: UNDER THE AUTHORITY GRANTED THE ZONING ADMINISTRATOR THE FOLLOWING SUBSTITUTIONS HAVE BEEN ACCEPTED: 4.12.6 REQUIREMENT FOR MINIMUM NUMBER OF PARKING SPACES: IT HAS BEEN DETERMINED THAT THE THEATER PARKING MAY BE CALCULATED AS PART OF THE SHOPPING CENTER PARKING CALCULATION INSTEAD OF USING THE SEPARATE THEATER PARKING REQUIREMENTS SPECIFIED IN SECTION 4.12.6. THIS DETERMINATION IS BASED ON THE CURRENT LOCATION OF THE CINEMA WITHIN THE MIXED USE TOWN CENTER AREA. APPROVED BY THE BOARD OF SUPERVISORS OF ALBEMARLE ON SEPTEMBER 11, 2013 VARIATIONS GRANTED TO ALLOW FOR FOLLOWING: 1. THE BELOW LISTED ELEMENTS, A THROUGH D, THAT VARY FROM THE ZMA APPLICATION PLAN. A.THE MODIFICATION OF THE BLOCK F AND BLOCK G BOUNDARIES. B. THE LOCATION OF THE NORTH -SOUTH ALIGNMENT AND THE GEOMETRY OF DISTRICT AVENUE THROUGH BLOCK F AND BLOCK G OF THE PROJECT. C.THE RELOCATION OF THE TWO (2) "FUTURE EXTENSION" CONNECTIONS POINTS TO THE NORTH AND THE ONE (1) "FUTURE EXTENSION" CONNECTION POINT TO THE SOUTH. D.THE BUILDING LOCATION, ORIENTATION, AND ALLOCATION OF SQUARE FOOTAGE FOR THE FACILITY TO BE LOCATED ON BLOCK F. 2.THE MODIFICATION OF THE LOCATION OF THE PLAZA AREA AND ELIMINATION OF THE "CAFE" (AS SUCH ARE DEPICTED WITHIN BLOCK F ON THE ZMA APPLICATION PLAN). IN LIEU OF SUCH IMPROVEMENTS, APPLICANT PROPOSES TO CONSTRUCT ENHANCED PEDESTRIAN CORRIDOR. NOTE: A ZONING MAP AMENDMENT REQUEST WAS SUBMITTED TO THE COUNTY OF ALBEMARLE ON JUNE 14, 2013. THIS REQUEST IS TO AMEND ZMA 2011 -00007 THROUGH THE MODIFICATION OF THE "CODE OF DEVELOPMENT" TO ALLOW FOR AN ANCILLARY FUELING FACILITY WITH CANOPY. LOADING REQUIREMENTS RETAIL BLOCK F 149,964 8,000 141,964 +. REQUIRED LOADING SPACES 8.0982 PROVIDED LOADING SPACES 9 EX. SYMBOL LEGEND NEW 10 BENCHMARK /FFE UGCT C BOLLARD 4D 0 BORE HOLE 0 BUILDING COLUMN BUILDING COLUMN BOUNDARY PROPERTY LINE ARV BUSH BOUNDARY RIGHT -OF -WAY © CABLE BOX — — — — — — — — — l CEMETERY CAN OVERHEAD 'r CONIFEROUS TREE RIGHT TELEPHONE OVERHEAD DECIDUOUS TREE TELEPHONE UNDER GROUND FACE OF CURB ENTRANCE DOOR > > > EASEMENT CONSTRUCTION AND GRADING DRAINAGE INLET GRATE Wi GALVANIZED DRILL HOLE Q f ELECTRIC PANEL BOX Of ❑E ELECTRIC PEDESTAL RE ❑t ELECTRIC TRANSFORMER ED J ELECTRIC MAN HOLE OE �yo FIRE HYDRANT W — FENCE WOOD SQUARE FENCE WOVEN WIRE FLAG POLE b HIGH DENSITY POLYETHELENE GAS MAN HOLE TOB TOB Gfvl GAS METER GM HOOK GAS VALVE SANITARY SEWER MANHOLE © GENERATOR PAVEMENT ASPHALT /- GROUND LIGHT 14 {D GUY POLE INV INVERT HANDICAPPED PARKING k SAN HEAT PUMP HH 0 IRON PIN 00 r LIGHT POLE 00-0 IRON PIN FOUND LIGHT POLE (WALL MOUNTED) 01 UTILITY OVERHEAD MAILBOX 16 10 MONITORING WELL W W N MONUMENT FOUND LAT 0 MONUMENT SET TO BE REMOVED 8 PANEL POINT 8 LINEAR FEET POWER METER TOP OF CURB 0 POWER POLE 0 LEFT ROAD SIGN TAPPING SLEEVE AND VALVE -o -V DUCTILE IRON MH SANITARY CLEAN OUT TYP OS SANITARY SEWER MAN HOLE SO SF SIAMESE CONNECTION , UNDERGROUND SIGN DUCTILE IRON PIPE --� NOT IN CONTRACT 0 SPRINKLER HEAD 0 ELEVATION STORM DRAIN MAN HOLE NOT TO SCALE 0 TRAFFIC LIGHT POLE 0 C) TELEPHONE MAN HOLE (1 VHD TELEPHONE PEDESTAL EOP J TELEPHONE POLE $ 0 TELEPHONE JUNCTION BOX EOTL TP TEST PIT 6M Z TRAFFIC CONTROL BOX 29 ❑� TRAFFIC JUNCTION BOX PROPOSED WM TRAVERSE Q EQUIPMENT UTILITY MARKER POST E0 71) UTILITY POLE 7h O VENT PIPE 0 1�/ WATER MAN HOLE OW `ATE WATER METER 0 � 1 WATER VALVE >< ca WELL O ffm 2. ALL YARD GRATE SHOWN MM ENGINEERS SURVEYORS PLANNERS LiIC'Na, 12251 ASSOCIATES - . q PO Box 4119 3040 Avemore Square PI. ' 7f. Lynchburg, VA 24502 Clwrlwt",ille, VA 22911 �¢ Phone: 434316.6080 Phone: 434.984.2700 www•.wwassociates net BY DATE NO. SHEET REVISION BY DATE EXISTING - - —R /W— - - —R /W- - - - --R /W - - —R /W- OHCT OHCT UGCT UGCT OHT OHT UGT UGT — - - —R/W— - - —R /W- BUILDING COLUMN —o o GAS GAS TOE TOE OHE OHE UGE I GE SFM SFM SAN SAN OHU OHU UGU UGU W W LINETYPE LEGEND NEW BUILDING OVERHEAD FINISHED FLOOR ADJACENT PROPERTY LINE RADIUS AHD ADJACENT RIGHT -OF -WAY — - - —R/W— - - —R /W- BUILDING COLUMN — — BOUNDARY PROPERTY LINE ARV AIR RELEASE VALVE BOUNDARY RIGHT -OF -WAY — - - —R/W— - - SETBACK BUILDING SETBACK — — — — — — — — — BUSH LINE BACK OF CURB CAN OVERHEAD FLUORIDE CAN UNDER GROUND RIGHT TELEPHONE OVERHEAD BLIND FLANGE TELEPHONE UNDER GROUND FACE OF CURB DiTCH CENTER LINE > > > EASEMENT CONSTRUCTION AND GRADING BASEMENT FINISHED FLOOR EASEMENT SLOPE GALVANIZED EASEMENT SANITARY SEWER SANITARY SEWER EASEMENT STORM BENCH MARK EASEMENT STORMWATER MANAGEMENT GATE VALVE EASEMENT UTILITIES SOUTH BOUND LANE EASEMENT WATER BACK FENCE BARBED WIRE HORIZONTAL BEND SD GUARD RAIL BOV BLOW OFF VALVE FENCE CHAIN LINK — FENCE WOOD SQUARE FENCE WOVEN WIRE CABLE TELEVISION GAS UNDER GROUND HIGH DENSITY POLYETHELENE TOP OF BANK TOB TOB ELECTRIC OVERHEAD CURB & GUTTER ELECTRIC UNDER GROUND HOOK RAILROAD CENTERLINE SANITARY SEWER MANHOLE STREAM CENTERLINE CAST IRON PIPE PAVEMENT ASPHALT INNER DIAMETER STA ROAD CENTERLINE CL, SANITARY FORCEMAIN INV INVERT SANITARY SEWER STANDARD SAN STORM SEWER IPS IRON PIN SET TOPO MAJOR CONTOUR STEEL CMP TOPO MINOR CONTOUR IPF IRON PIN FOUND TREELINE . . . . . . . . . . . . . . . . . . • • UTILITY OVERHEAD CLEAN OUT UTILITY UNDER GROUND JUNCTION BOX WATERLINE W W WETLAND LIMITS CONCRETE ABBREVIATIONS AFF ABOVE FINISHED FLOOR FF FINISHED FLOOR R= RADIUS AHD AHEAD FH FIRE HYDRANT RCP REINFORCED CONCRETE PIPE ARV AIR RELEASE VALVE FM FORCEMAIN REQ'D REQUIRED BC BACK OF CURB FL FLUORIDE RT RIGHT BF BLIND FLANGE FOC FACE OF CURB R/W RIGHT OF WAY BFF BASEMENT FINISHED FLOOR GALV GALVANIZED SAN SANITARY SEWER BM BENCH MARK GV GATE VALVE SBL SOUTH BOUND LANE BK BACK HB HORIZONTAL BEND SD STORM DRAIN BOV BLOW OFF VALVE HC HANDICAP SQ SQUARE CAN CABLE TELEVISION HDPE HIGH DENSITY POLYETHELENE S.S. STAINLESS STEEL CG CURB & GUTTER HK HOOK SSMH SANITARY SEWER MANHOLE CIP CAST IRON PIPE ID INNER DIAMETER STA STATION CL, CENTER LINE INV INVERT STD STANDARD C.L. CHAIN LINK IPS IRON PIN SET STL STEEL CMP CORRUGATED METAL PIPE IPF IRON PIN FOUND SW SIDEWALK CO CLEAN OUT JB JUNCTION BOX TBA TO BE ABANDONED CONC CONCRETE LAT LATERAL TBR TO BE REMOVED CPP CORRUGATED PLASTIC PIPE LF LINEAR FEET TC TOP OF CURB CY CUBIC YARDS LT LEFT TS &V TAPPING SLEEVE AND VALVE D.I. DUCTILE IRON MH MANHOLE TYP TYPICAL DIA DIAMETER NBL NORTH BOUND LANE UG UNDERGROUND DIP DUCTILE IRON PIPE NIC NOT IN CONTRACT UON UNLESS OTHERWISE NOTED EL ELEVATION NTS NOT TO SCALE VB VERTICAL BEND ELEC ELECTRIC O.C. ON CENTER VHD VEHICLES PER DAY EOP EDGE OF PAVEMENT PE POLYETHYLENE W WATER EOTL EDGE OF TRAVEL LANE PGL PROFILE GRADE LINE WL WATER LINE EQPT EQUIPMENT PROP PROPOSED WM WATER METER EQPT EQUIPMENT PS PLANTED STONE FOUND WT WATERTIGHT ESMT EASEMENT PVC POLYVINYL CHLORIDE WWF WOVEN WIRE FABRIC NOTES: PVMT PAVEMENT YDS YARDS 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL SYMBOLS AND ABBREVIATIONS SHOWN MAY NOT BE USED. DESIGNED BY: PROJECT: SET REV. NO. HFW STONEFIELD BLOCKS F & G 3 FINAL SITE PLAN DRAWN BY ALBEMARLE COUNTY, VA DRAWING NUMBER: REG TITLE: GENERAL NOTES, ABBREVIATIONS & LEGEND C -3 D1HR BY. HFW SHEET NUMBER: WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 213042.04 304204C_ND -2.dwg CIVIL V. NIA 1117113 3 of 36 3 M Z UUI d' N O i v 'o ii 0 Cq N O U O G O 0 rn m W N 0 N GENERAL CONSTRUCTION NOTES FOR SITE PLANS (SOURCE: ALBEMARLE COUNTY ENGINEERING & PUBLIC WORKS POLICIES) 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 PAVING, DRAINAGE RELATED 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. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE VIRGINIA SUPPLEMENT. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). GENERAL CONSTRUCTION NOTES FOR PRIVATE ROADS: (SOURCE: ALBEMARLE COUNTY ENGINEERING & PUBLIC WORKS POLICIES) 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. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF ENGINEERING (296 - 5861) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 3. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 4. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 5. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOiL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 6. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL :VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. 7. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT -OF -WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 8. 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 THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S 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. 9. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C). 10. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. 11. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED TO STABILIZE A DRAINAGE CHANNEL WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY. 12. A MINIMUM CLEAR ZONE OF EIGHT (8) FEET FROM THE EDGE OF PAVEMENT SHALL BE MAINTAINED ON ALL RESIDENTIAL SUBDIVISION STREETS. 13. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. EXCEPTIONS WILL NOT BE ALLOWED. 14. UPON COMPLETION OF THE ROADWAY CONSTRUCTION, STREET NAME SIGNS SHALL BE INSTALLED BY THE DEVELOPER AT ALL STREET INTERSECTIONS. SIGNS AND THEIR INSTALLATION SHALL CONFORM TO " ALBEMARLE COUNTY STREET NAME SIGN REQUIREMENTS ". THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE SIGNS UNTIL THE ROADS HAVE BEEN ACCEPTED. 15. ROAD PLAN APPROVAL 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. 16. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE VIRGINIA SUPPLEMENT. 2 ADDED COORDINATION NOTE #8 AND REVISED CODE OF DEVELOPMENT APPENDIX A NO. SHEET REVISION : ALBEMARLE COUNTY ENGINEERING & PUBLIC WORKS POLICIES) 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE - CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625 -02 -00 EROSION AND CONTROL SEDIMENT REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF - PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS FOR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13 -301 OF 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, OR 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. GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY 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 PLAN 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 ALBEMARLE COUNTY SERVICE AUTHORITY. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1- 800 -552 -7001) PRIOR TO BEGINNING CONSTRUCTION. 5. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 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. 6. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 7. VALVES 0 L N DEAD EDLINES B N SHALL E RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 8. BACKFLOW PREVENTION REQUIRED. SITE PLAN NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO ALBEMARLE COUNTY AND VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS. 2. CONTRACTOR TO VERIFY FIELD CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY OWNER AND ENGINEER IMMEDIATELY OF ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND APPROVED PLAN. 3. EXISTING MANHOLE FRAMES AND COVERS AND VALVE BOXES AND COVERS TO REMAIN SHALL BE ADJUSTED OR RECONSTRUCTED, AS NECESSARY, TO MATCH FINISHED GRADES. 4. ALL INTERNAL STREETS AND PARKING AREAS ARE TO BE PRIVATELY OWNED AND MAINTAINED, EXCEPT WHERE OTHERWISE NOTED. 5. ALL INTERNAL WALKWAYS OUTSIDE OF R/W, UNLESS OTHERWISE NOTED, ARE TO BE PRIVATELY OWNED AND MAINTAINED. 6. EARTH SWALES AND STORM SEWER CONNECTIONS SHALL BE CONSTRUCTED IMMEDIATELY FOLLOWING CLEARING AND GRUBBING. 7. ALL ON SITE IMPROVEMENTS ARE SUBJECT TO INSPECTION UNDER ALBEMARLE COUNTY CODES. 8. ALL STAIRS WITH THREE OR MORE RISERS ARE TO HAVE HANDRAILS ON BOTH SIDES. 9. ALL CONDENSATE DRAIN AND OTHER PLUMBING CONNECTIONS ARE TO BE INSTALLED ACCORDING RDIN T 0 CURRENT PLUMBING CODE. 10. CONTRACTOR TO VERIFY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICT EXISTS, CONTACT ENGINEER FOR CLARIFICATION AND /OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS /HER OWN RISK. 11. SOLID WASTE WILL BE COLLECTED IN LOCATIONS THROUGHOUT THE SITE AND PICKED UP BY PRIVATE SERVICE AS NECESSARY. 12. THE INSTALLATION OF HANDICAPPED PARKING SPACES, ACCESSIBLE ROUTES AND HANDICAPPED RAMPS SHALL COMPLY WITH THE "2010 ADA STANDARDS FOR ACCESSIBLE DESIGN" ISSUED BY THE DEPARTMENT OF JUSTICE ON SEPT. 15, 2010, OR THE LATEST EDITION. HANDICAPPED PARKING AND ACCESSIBLE ROUTES SHALL NOT EXCEED 2% CROSS SLOPE. HANDICAPPED RAMPS SHALL BE INSTALLED AS SHOWN ON THESE PLANS AND AS REQUIRED TO MEET THE LATEST ADA STANDARDS AT NO ADDITIONAL COST TO THE OWNER. RU 1 1 -31 -14 BY ( DATE I NO. 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 232 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 IN ACCORDANCE WITH ALBEMARLE COUNTY SERVICE AUTHORITY AND RIVANNA WATER AND SEWER AUTHORITY WATER AND SEWER CONSTRUCTION SPECIFICATIONS EXCEPT AS SPECIFIED IN GENERAL NOTE 13. 13. ALL PRIVATE WATERLINES SHALL BE PVC SCHEDULE 40. 14. 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. 15. 20' WIDE EASEMENTS, CENTERED ON THE PIPELINE AND APPURTENANCES SHALL BE DEDICATED TO THE ALBEMARLE SERVICE AUTHORITY, EXCEPT WHERE THE LINE IS IN A PUBLIC ROAD RIGHT -OF -WAY. 16. 3' MIN. SEPARATION REQUIRED BETWEEN WATERLINE AND STORM SEWER CULVERTS OR 6" SEPARATION WHEN WATERLINE IS INSULATED. USE 1/2" THICK THERMA -CEL PIPE INSULATION IN 3'x4' SHEETS AS MANUFACTURED BY NOMACA, INC. OR EQUAL APPROVED BY ALBEMARLE COUNTY SERVICE AUTHORITY. INSULATION TO EXTEND 5' BEYOND CENTERLINE OF CULVERT IN BOTH DIRECTIONS OR 5' BEYOND ENDS OF CULVERT WHEN PARALLEL. 17. TOUCH READ METERS ARE BEING USED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. TO ACCOMMODATE THESE METERS, METER LIDS WILL REQUIRE A 1 -3/4" HOLE TAPPED INTO THE CENTER OF THE LID. BLIND TAPS OR PLUGS SHALL BE PROVIDED TO PREVENT DEBRIS FROM ENTERING THE BOX PRIOR TO METER INSTALLATION. 18. CERTIFICATION THAT 95X COMPACTION IS OBTAINED SHALL BE PROVIDED FOR ALL FILL AREAS UNDER WATER AND SEWER LINES AND APPURTENANCES. THIS CERTIFICATION SHALL BE SIGNED BY A PROFESSIONAL GEOTECH. THE CERTIFICATION SHALL STATE THE EXACT AREA THAT THE CERTIFICATION APPLIES TO. 19. CONTRACTOR SHALL BE INFORMED AND SHALL COMPLY WITH THE VIRGINIA OVERHEAD HIGH VOLTAGE LINE SAFETY ACT. ANY COSTS TO COVER LINES OR DISCONNECT SERVICE TO NEARBY POWER LINES SHALL BE AT THE CONTRACTOR'S EXPENSE 20. CONTRACTOR SHALL COMPLY WITH NO LEAD REGULATIONS FOR WATER INFRASTRUCTURE. CODE OF DEVELOPMENT APPENDIX A AS AMENDED WITH ZMA #2013 -00009 WHICH WAS APPROVED BY THE BOARD OF SUPERVISORS ON NOVEMBER 13, 2013. MISCELLANEOUS NOTES 1. BASED ON GRAPHIC DETERMINATION, THE PROPERTY DESCRIBED HEREON LIES WITHIN FLOOD ZONE "X ", AREAS OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN, AS DETERMINED BY THE UNITED STATES FEDERAL EMERGENCY MANAGEMENT AGENCY, AND AS SHOWN ON THE FLOOD INSURANCE RATE MAP (FIRM), COMMUNITY 510006, PANEL NUMBER 0278 -D WITH AN EFFECTIVE DATE OF FEBRUARY 4, 2005. 2. THIS PROPERTY IS SERVED BY PUBLIC WATER AND SEWER THROUGH ALBEMARLE COUNTY SERVICE AUTHORITY. 3. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION. 4. THE COORDINATES AND ELEVATIONS SHOWN ARE TIED TO THE STATE PLANE COORDINATE SYSTEM. 5. HORIZONTAL DATUM: NAD -83 6. VERTICAL DATUM: NAVD 88 7. ADEQUATE STORMWATER MANAGEMENT IS PROVIDED. REVISIONS TO THE ALBEMARLE PLACE / STORMWATER MANAGEMENT PLAN (WP02010- 00023) ARE SHOWN AS PART OF THIS PLAN. CALCULATIONS AND DETAILS FOR THE UNDERGROUND DETENTION SYSTEM SHOWN ARE PROVIDED ON THE " ALBEMARLE PLACE / STORMWATER MANAGEMENT PLAN AMENDMENT NO°3" (WP02010- 00023). 8. STORMFILTER AND VORTECHS UNITS SHOWN FOR WATER QUALITY PROVIDE A 60% POLLUTANT REMOVAL RATE. 9. PROPOSED FILTERRA UNITS SHOWN FOR WATER QUALITY PROVIDE A 74% POLLUTANT REMOVAL RATE PER MiNIMUM STD. 3.11C TECHNICAL BULLETIN #6 OF THE VIRGINIA STORMWATER MANAGEMENT HANDBOOK (VSMH). 10. IMPROVEMENTS SHOWN WITHIN THE COSTCO PARCEL SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS AND DETAILS SPECIFIED IN THE " COSTCO WHOLESALE DEVELOPMENT REQUIREMENTS" VERSION 2012, REVISED JULY 20, 2012. 11. SIGNAGE WITHIN THE COSTCO PARCEL SHALL BE PROVIDED IN ACCORDANCE WITH THE REQUIREMENTS AND DETAILS SPECIFIED IN THE " COSTCO WHOLESALE DEVELOPMENT REQUIREMENTS" VERSION 2012, REVISED JULY 20, 2012. 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 ENVIRONMENTAL QUALITY (DEQ). CONTACT DEQ - RICHMOND FOR ADDITIONAL INFORMATION. TELEPHONE NUMBER: (804) 698 -4000. 8. A KEY BOX SHALL BE PROVIDED DURING CONSTRUCTION FOR EMERGENCY SERVICES. CONTRACTOR SHALL COORDINATE LOCATION OF THE KEY BOX WITH THE ALBEMARLE COUNTY FIRE PREVENTION OFFICE. Admltiistrative, buainess acid rdfessioiial offices Anti ue ifi, aivelr notion and ctaft.sho r' Auction houses N Automobile laundries O Autoniohila Truckle air sho exaludin' bod sl' N Autoinobiic service stations reference 5,1,20' R Barber, beauty shops Body Shot) B Bulldin materials sales S Tior!I Personal wireless service facilities reference, 1 Tier II Personal U'ireless service facilities reference A ,''Tier Ill persoul wireless service faollities ioference 5.1 E Cemeteries N Churches T l Clothing, apalrel and shoe slio s A Clubs, tod eS, o{vic, fraternal, afrlatic reference; % Commercialkemels - indooronl refeteace5,1, Commercial recreation establishments including but not U .' ntiittsement centers bowling, alloys, p6ol,halls and dar S Community -center E Contractors' office and a ui ment storage arc S Colwonlence "stores Doy care child care or Mirseiy facility reference 5 Department store DriYe•in theaters Driv i ittdows swyio or associated Willi erntiui 1.?nt store, harinac lafing establishment! Laot including fast food restaF 11 - . t SHEET REVISION BY DATE,�g CO>al!r OF .DEV>;iGt�PMEI�IT APP�NDrX A Parntitted/Proh bited Uses b Block* Oetobrr X5, 2003 (rsyis+yd iti $ 2010) Rev; 10 21 -13 �P +Permitted usea b block; SP -Uses that tits be ti :lied far it S eclel Use Permit; Blank- Uses rohibited within bl y � y .Alt P , , t' rd is •et of the non•'a t ential s t e The square foota;ges for all uses shaded in this table shall count towards ll .>,•. all portion., . i_ d q tat irttixitnum established in the Code of ovelo ment in Table I "Uses Table" HlockGroti' 1 2 3 C' Block E F I G Office and business machines soles atld seiviGe ' P P P < Detached slit le'famil P P < P O itica[ goods said,; P P R Semi- detached and attached single - family dwellings such 0. duplexes, triplexes, quadrnplexes, townhouses, au•iulti houses and patio houses and accessory a artnienM P P P P P Outdoor Ampliithcatre ivith no flied seats and iintited operation such as no foods Bakers allcr 10 nt, weekends Only, atci E Multi ` le -fantilydtvellin s P P P P P outdooreaiin establishmentorcaM P $ `Rental of `omitted residential uses P P P P P Outdoor storage; display aitdlot sales;serving or associated with a by- right permitted use, if ally portion afthepse Would be Yisible from a fravellyay ;. SP SP Rornes for devela inei tai! disabled persous reference 5, 1,0D P P P P P< Packs playgrounds and civte s apes P U ` Soardin house's P P P P`- Pi` Plrato ra lilt goods sales " P S Tourist lodgings reference 5,1,17 P P P P ` P: Privatoschools _ _.... -- P_ 1? ilia oce t" ion Ctass'A reference 5,2 <' T-Io tat P P P P` P Professional offices, indliiding medical, dental and optical > P S Hoine oe6u ation, Class`B reference 5,2 , SP : I SP I <'SP SP SP Public and privato utllltles!and inh- Wructuro P WHEN Accesso uses and btd1dings, ; including '` story a buildings P '> I P P P P, P P y P Assisted living' P I P P P Research and dayslo niantactivities 11whiding ex erimentdi testing P Admltiistrative, buainess acid rdfessioiial offices Anti ue ifi, aivelr notion and ctaft.sho r' Auction houses N Automobile laundries O Autoniohila Truckle air sho exaludin' bod sl' N Autoinobiic service stations reference 5,1,20' R Barber, beauty shops Body Shot) B Bulldin materials sales S Tior!I Personal wireless service facilities reference, 1 Tier II Personal U'ireless service facilities reference A ,''Tier Ill persoul wireless service faollities ioference 5.1 E Cemeteries N Churches T l Clothing, apalrel and shoe slio s A Clubs, tod eS, o{vic, fraternal, afrlatic reference; % Commercialkemels - indooronl refeteace5,1, Commercial recreation establishments including but not U .' ntiittsement centers bowling, alloys, p6ol,halls and dar S Community -center E Contractors' office and a ui ment storage arc S Colwonlence "stores Doy care child care or Mirseiy facility reference 5 Department store DriYe•in theaters Driv i ittdows swyio or associated Willi erntiui 1.?nt store, harinac lafing establishment! Laot including fast food restaF 11 - . t SHEET REVISION BY DATE,�g GENERAL NOTES 1. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. 2. ALL STREETS OUTSIDE PUBLIC RIGHTS -OF -WAY ARE TO BE PRIVATELY OWNED AND MAINTAINED. 3. CONTRACTOR IS TO VERIFY THAT ALL UTILITIES I.E., WATER, SEWER GAS, ELECTRIC, TELEPHONE, CABLE, ETC, ARE IN PLACE PRIOR TO CONSTRUCTION OF SUBBASE AND /OR PAVING. 4. PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC, TELEPHONE, CABLE AND GAS WHICH SERVE THIS FACILITY SHALL BE LOCATED WITH A MINIMUM 5 FOOT SEPARATION FROM PUBLIC WATER MAINS AND SANITARY SEWER. 5. CROSS SLOPE FOR ALL SIDEWALKS SHALL BE 2%. 6. CUT AND PATCH WORK IN EXISTING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. 7. ALL PIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM C -76, UNLESS INDICATED OTHERWISE ON PLANS. 8. ALL CONSTRUCTION SHALL COMPLY WITH OSHA SAFETY STANDARD FOR EXCAVATION 1926 PART P AND OTHER APPLICABLE OSHA REQUIREMENTS. 9. THESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN SHALL BE IN ACCORDANCE WiTH THE CURRENT APPROVED ALBEMARLE COUNTY SERVICE AUTHORITY'S GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ANY AMENDMENTS THEREOF AND THE STANDARDS AND SPECIFICATIONS OF VDOT. 10, SAFETY SLABS ARE REQUIRED IN ALL STRUCTURES GREATER THAN 12' IN HEIGHT. 11. SURFACE DRAINAGE: COMPLETELY DRAIN CONSTRUCTION SITE DURING PERIODS OF CONSTRUCTION TO KEEP SOIL MATERIALS SUFFICIENTLY DRY. PROVIDE TEMPORARY DITCHES, SWALES, AND OTHER DRAINAGE FEATURES AND EQUIPMENT AS REQUIRED TO MAINTAIN DRY SOILS. WHEN UNSUITABLE WORKING PLATFORMS FOR EQUIPMENT OPERATION AND UNSUITABLE SOIL SUPPORT FOR SUBSEQUENT CONSTRUCTION FEATURES DEVELOP, REMOVE UNSUITABLE MATERIAL AND PROVIDE NEW SOIL MATERIAL AS SPECIFIED IN THIS SECTION AT NO ADDITIONAL COST TO THE OWNER. 12. 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. 13. 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. 14. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 15. ALL PIPES SHOWN AS HDPE ON PLANS SHALL CONFORM TO AASHTO M294 (TYPE S) SMOOTH WALL INTERIOR PIPE, MATERIAL AND INSTALLATION SHALL BE IN ACCORDANCE WITH VDOT ROAD AND BRIDGE STANDARDS AND ROAD AND BRIDGE SPECIFICATIONS. 16. EROSION AND SEDIMENT 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. 17. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 18. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE "MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES ". 19. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 20. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS 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 NOTIFY THE OWNER IN ORDER TO DETERMINE THE COURSE OF ACTION NECESSARY TO CORRECT FOR SUCH DISCREPANCY. FAILING TO NOTIFY THE OWNER AND SECURING SUCH INSTRUCTION, THE CONTRACTOR WILL BE CONSIDERED TO HAVE PROCEEDED AT THEIR OWN RISK AND EXPENSE. IF ENGINEERS ED SURVEYORS PLANNERS AsSOCIATES PO Box 4119 3040 Avemore Squire PI. Lynchburg, VA 24502 Charlottesville, VA 22911 Phone: 434.316.6080 Phone: 434.98 2700 w W W,wwassociates.no DESIGNED BY: PCs DRAWN BY. REG DIHR BY. HFW WWA NUMBER: 213042.04 _ • tt , inttginiunt established in the Code oflaevoiopment i Table L Lases Table' Block A 8 C' D E F I G Office and business machines soles atld seiviGe ' P P P < P P P < P O itica[ goods said,; P P P' %: P P P P Outdoor Ampliithcatre ivith no flied seats and iintited operation such as no foods Bakers allcr 10 nt, weekends Only, atci P outdooreaiin establishmentorcaM P P P` P P P P Outdoor storage; display aitdlot sales;serving or associated with a by- right permitted use, if ally portion afthepse Would be Yisible from a fravellyay ;. SP SP SP > SP SP 5P SP Packs playgrounds and civte s apes P P P' P P P P Plrato ra lilt goods sales " P P P P P P P Privatoschools _ _.... -- P_ . P.. Professional offices, indliiding medical, dental and optical > P I P P' I P P P P Public and privato utllltles!and inh- Wructuro P WHEN P P P P P Publlc uses and b iild ngs, including leinporary or inobile facilities such as schools, offices, parks,playgrouads and roads funded, owned,or operated by local, state, or federal agencies, public water' and sewer tratisuisaion, main or trunk tines, tt'eatnient facilities, ppmpfng stations and the litre, owned andlor operated by the Rlvanna W11:11 r anti Sewer Apthori.t y P P P P P P Research and dayslo niantactivities 11whiding ex erimentdi testing P P P P I P P P Retail wi series and greenhouses P P P< P P P P_ Sales & Service of oods associated with rilic el use P P F P P P P Sales ofina or.recreationate ui mentand vehicles P F School of s eclat instruction P P P P P P P Seasonal and periodic events such as holiday festivals, cmimunity fairs, artisan atd public oped markets,'and other pedestrian related events to be conducted on adjacent private streets P P P ' P P P P Tem oral Events SP 5P SP SP SP SP SP Septic tank sales and related' services d Spor(hig &oods sales P P P HIIIIIIIIIII P P P Stand alone arkii and arkhi straatsires reference 4.12 5.1:11 P P P P P P P Storinwater I rnmtagemrwt facllitiGS shown on an approved float site Ian or subdivision pInt p IIIIIIIM P F P P P acilit Swim, golf. tennis or athletic facility' P P MR P P P P Tailorseanistress P P F P P P P eence 5,1.18 Tem oral cghsttvction uses rfer P P P P P F P Tem arm nonresidential ntabile Homes reierencs 5.8 P P P P P P P GENERAL NOTES 1. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. 2. ALL STREETS OUTSIDE PUBLIC RIGHTS -OF -WAY ARE TO BE PRIVATELY OWNED AND MAINTAINED. 3. CONTRACTOR IS TO VERIFY THAT ALL UTILITIES I.E., WATER, SEWER GAS, ELECTRIC, TELEPHONE, CABLE, ETC, ARE IN PLACE PRIOR TO CONSTRUCTION OF SUBBASE AND /OR PAVING. 4. PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC, TELEPHONE, CABLE AND GAS WHICH SERVE THIS FACILITY SHALL BE LOCATED WITH A MINIMUM 5 FOOT SEPARATION FROM PUBLIC WATER MAINS AND SANITARY SEWER. 5. CROSS SLOPE FOR ALL SIDEWALKS SHALL BE 2%. 6. CUT AND PATCH WORK IN EXISTING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. 7. ALL PIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM C -76, UNLESS INDICATED OTHERWISE ON PLANS. 8. ALL CONSTRUCTION SHALL COMPLY WITH OSHA SAFETY STANDARD FOR EXCAVATION 1926 PART P AND OTHER APPLICABLE OSHA REQUIREMENTS. 9. THESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN SHALL BE IN ACCORDANCE WiTH THE CURRENT APPROVED ALBEMARLE COUNTY SERVICE AUTHORITY'S GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ANY AMENDMENTS THEREOF AND THE STANDARDS AND SPECIFICATIONS OF VDOT. 10, SAFETY SLABS ARE REQUIRED IN ALL STRUCTURES GREATER THAN 12' IN HEIGHT. 11. SURFACE DRAINAGE: COMPLETELY DRAIN CONSTRUCTION SITE DURING PERIODS OF CONSTRUCTION TO KEEP SOIL MATERIALS SUFFICIENTLY DRY. PROVIDE TEMPORARY DITCHES, SWALES, AND OTHER DRAINAGE FEATURES AND EQUIPMENT AS REQUIRED TO MAINTAIN DRY SOILS. WHEN UNSUITABLE WORKING PLATFORMS FOR EQUIPMENT OPERATION AND UNSUITABLE SOIL SUPPORT FOR SUBSEQUENT CONSTRUCTION FEATURES DEVELOP, REMOVE UNSUITABLE MATERIAL AND PROVIDE NEW SOIL MATERIAL AS SPECIFIED IN THIS SECTION AT NO ADDITIONAL COST TO THE OWNER. 12. 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. 13. 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. 14. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 15. ALL PIPES SHOWN AS HDPE ON PLANS SHALL CONFORM TO AASHTO M294 (TYPE S) SMOOTH WALL INTERIOR PIPE, MATERIAL AND INSTALLATION SHALL BE IN ACCORDANCE WITH VDOT ROAD AND BRIDGE STANDARDS AND ROAD AND BRIDGE SPECIFICATIONS. 16. EROSION AND SEDIMENT 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. 17. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 18. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE "MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES ". 19. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 20. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS 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 NOTIFY THE OWNER IN ORDER TO DETERMINE THE COURSE OF ACTION NECESSARY TO CORRECT FOR SUCH DISCREPANCY. FAILING TO NOTIFY THE OWNER AND SECURING SUCH INSTRUCTION, THE CONTRACTOR WILL BE CONSIDERED TO HAVE PROCEEDED AT THEIR OWN RISK AND EXPENSE. IF ENGINEERS ED SURVEYORS PLANNERS AsSOCIATES PO Box 4119 3040 Avemore Squire PI. Lynchburg, VA 24502 Charlottesville, VA 22911 Phone: 434.316.6080 Phone: 434.98 2700 w W W,wwassociates.no DESIGNED BY: PCs DRAWN BY. REG DIHR BY. HFW WWA NUMBER: 213042.04 _ • tt , inttginiunt established in the Code oflaevoiopment i Table L Lases Table' PROJECT: STONEFIELD BLOCKS F & G FINAL SITE PLAN ALBEMARLE COUNTY, VA TITLE: GENERAL NOTES FILE NAME: DISCIPLINE: SCALE: DATE: 304204C- ND -3.dwg CIVIL H: N/A V. N/A 11 /7/13 SET REV. NO. 3 DRAWING NUMBER: C -4 SHEET NUMBER: 4 of 36 Block A 8 C' D E F I G Office and business machines soles atld seiviGe ' P P P < P P P < P O itica[ goods said,; P P P' %: P P P P Outdoor Ampliithcatre ivith no flied seats and iintited operation such as no foods Bakers allcr 10 nt, weekends Only, atci P outdooreaiin establishmentorcaM P P P` P P P P Outdoor storage; display aitdlot sales;serving or associated with a by- right permitted use, if ally portion afthepse Would be Yisible from a fravellyay ;. SP SP SP > SP SP 5P SP Packs playgrounds and civte s apes P P P' P P P P Plrato ra lilt goods sales " P P P P P P P Privatoschools _ _.... -- P_ . P.. Professional offices, indliiding medical, dental and optical > P I P P' I P P P P Public and privato utllltles!and inh- Wructuro P I P P P P P P Publlc uses and b iild ngs, including leinporary or inobile facilities such as schools, offices, parks,playgrouads and roads funded, owned,or operated by local, state, or federal agencies, public water' and sewer tratisuisaion, main or trunk tines, tt'eatnient facilities, ppmpfng stations and the litre, owned andlor operated by the Rlvanna W11:11 r anti Sewer Apthori.t y P P P P P P Research and dayslo niantactivities 11whiding ex erimentdi testing P P P P I P P P Retail wi series and greenhouses P P P< P P P P_ Sales & Service of oods associated with rilic el use P P F P P P P Sales ofina or.recreationate ui mentand vehicles P F School of s eclat instruction P P P P P P P Seasonal and periodic events such as holiday festivals, cmimunity fairs, artisan atd public oped markets,'and other pedestrian related events to be conducted on adjacent private streets P P P ' P P P P Tem oral Events SP 5P SP SP SP SP SP Septic tank sales and related' services Spor(hig &oods sales P P P P P P P Stand alone arkii and arkhi straatsires reference 4.12 5.1:11 P P P P P P P Storinwater I rnmtagemrwt facllitiGS shown on an approved float site Ian or subdivision pInt p p P F P P P acilit Swim, golf. tennis or athletic facility' P P P P P P P Tailorseanistress P P F P P P P eence 5,1.18 Tem oral cghsttvction uses rfer P P P P P F P Tem arm nonresidential ntabile Homes reierencs 5.8 P P P P P P P Veteritiar Office and Hospital P P P: P P P P Vlsual`iind audio a pplianpos 'skies P P P P P P-: P Warehouse facilities not pertnitted under secticn 20211 (rofereirce 9,0) Wayside statics-- vcgetablcs and agriciiltuial produce (refereiicc 5.1.19 ) ` P P P P P P P Wholesale Distribution S!r SP SP < SF` SP �;R Sir 166i95S��.],D➢C The Service Station use tan Land Bay F shown on the Application Plan at F5 will be limited to a Fuel Facility which will operate as an accessory use to a larger retail user __within Land Bay F, The Fuel Facility area will be 1lfnited to the dispensing of retail motor fuels and retail sale of lubricants (such as motor oil, coolants, brake fluid and windshield wiper fiul;d), All other elements of the Service Station use, as defined by the Zoning Ordinance, will not be allowed on F5: PROJECT: STONEFIELD BLOCKS F & G FINAL SITE PLAN ALBEMARLE COUNTY, VA TITLE: GENERAL NOTES FILE NAME: DISCIPLINE: SCALE: DATE: 304204C- ND -3.dwg CIVIL H: N/A V. N/A 11 /7/13 SET REV. NO. 3 DRAWING NUMBER: C -4 SHEET NUMBER: 4 of 36 a 3 v v� I Z �I N O r c v a to 'v 0 ci N 0 0 U 22 m c 0 W N i EARTHWORK REQUIREMENTS 1.GENERAL 1.1 DEFINITIONS 1.1.1 HARD MATERIALS: WEATHERED ROCK, DENSE CONSOLIDATED DEPOSITS, OR CONGLOMERATE MATERIALS WHICH ARE NOT INCLUDED IN THE DEFINITION OF "ROCK" BUT WHICH USUALLY REQUIRE THE USE OF HEAVY EXCAVATION EQUIPMENT, RIPPER TEETH, OR JACK HAMMERS FOR REMOVAL. 1.1.2 ROCK: SOLID HOMOGENEOUS INTERLOCKING CRYSTALLINE MATERIAL WITH FIRMLY CEMENTED, LAMINATED, OR FOLIATED MASSES OR CONGLOMERATE DEPOSITS, NEITHER OF WHICH CAN BE REMOVED WITHOUT SYSTEMATIC DRILLING AND BLASTING, DRILLING AND THE USE OF EXPANSION JACKS OR FEATHER WEDGES, OR THE USE OF BACKHOE - MOUNTED PNEUMATIC HOLE PUNCHERS OR ROCK BREAKERS; ALSO LARGE BOULDERS, BURIED MASONRY, OR CONCRETE OTHER THAN PAVEMENT EXCEEDING % CUBIC YARD IN VOLUME. REMOVAL OF HARD MATERIAL WILL NOT BE CONSIDERED ROCK EXCAVATION BECAUSE OF INTERMITTENT DRILLING AND BLASTING THAT IS PERFORMED MERELY TO INCREASE PRODUCTION. 1.1.3 COHESIVE MATERIALS: MATERIALS ASTM D 2487 CLASSIFIED AS GC, SC, ML, CL, MH, AND CH. MATERIALS CLASSIFIED AS GM AND SM WILL BE IDENTIFIED AS COHESIVE ONLY WHEN THE FINES HAVE A PLASTICITY INDEX GREATER THAN ZERO. 1.1.4 COHESIONLESS MATERIALS: MATERIALS ASTM D 2487 CLASSIFIED AS GW, GP, SW, AND SP. MATERIALS CLASSIFIED AS GM AND SM WILL BE IDENTIFIED AS COHESIONLESS ONLY WHEN THE FINES HAVE PLASTICITY INDEX OF ZERO. 1.2 CRITERIA FOR BIDDING 1.2.1 BASE BIDS ON THE ELEVATIONS AS INDICATED. 1.2.2 ROCK EXCAVATION SHALL BE UNCLASSIFIED. ALL EARTHWORK EXCAVATION SHALL BE PERFORMED TO THE INDICATED ELEVATIONS. 1.2.3 BLASTING WILL BE PERMITTED ON THIS PROJECT AS SPECIFIED HEREIN. 1.2.4 REMOVE MATERIAL IN AN APPROVED MANNER, AND PROVIDE EXCAVATION SUPPORT STRUCTURES AS REQUIRED IN ACCORDANCE WITH THE U.S. ARMY CORPS OF ENGINEERS "SAFETY AND HEALTH REQUIREMENTS MANUAL," EM -385 -1 -1, SECTION 25. 1.2.5 ROCK EXCAVATION, AS DEFINED HEREIN, MAY EXIST ON THIS PROJECT. ROCK EXCAVATION SHALL BE PERFORMED AS UNCLASSIFIED EXCAVATION TO THE INDICATED ELEVATIONS. 1.3 PROTECT EXISTING TREES AND OTHER VEGETATION INDICATED TO REMAIN IN PLACE AGAINST CUTTING, BREAKING, OR SKINNING OF ROOTS; SKINNING AND BRUISING OF BARK; SMOTHERING OF TREES BY STOCKPILING CONSTRUCTION MATERIALS OR EXCAVATED MATERIALS WITHIN DRIP LINE; EXCESS FOOT OR VEHICULAR TRAFFIC; OR PARKING OF VEHICLES WITHIN DRIP LINE. PROVIDE TEMPORARY FENCES, BARRICADES, OR GUARDS AS REQUIRED TO PROTECT TREES AND VEGETATION TO BE LEFT STANDING. 1.4 BURNING: SITE CLEARING DEBRIS MAY BE BURNED IF ALLOWED BY THE LOCAL FIRE DEPARTMENT. ALL BURNING RESIDUALS SHALL BE REMOVED FROM THE OWNER'S PROPERTY AND DISPOSED OF BY THE CONTRACTOR AT HIS EXPENSE IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS. 2. PRODUCTS 2.1 SOIL MATERIALS: FREE OF DEBRIS, ROOTS, WOOD, SCRAP MATERIAL, VEGETATION, REFUSE, SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR OBJECTIONABLE MATERIALS. THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE -HALF THE LIFT THICKNESS AT THE SPECIFIED LOCATION. THE MAXIMUM PARTICLE DIAMETER FOR PIPE BACKFILL MATERIAL LOCATED LESS THAN 1 -FOOT ABOVE THE PIPE CROWN SHALL BE 1 -INCH. 2.1.1 COMMON FILL: APPROVED, UNCLASSIFIED SOIL MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTENDED LOCATION. 2.1.2 BACKFILL AND FILL MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, GM, GC, SW, SP, SM, SC, ML, MH, CL WITH A MAXIMUM ASTM D 4318 LIQUID LIMIT OF 50, MAXIMUM ASTM D 4318 PLASTICITY INDEX OF 25. MOISTURE CONTENT SHALL BE WITHIN 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 AGGREGATE. 2.1.5 AGGREGATE FILL: VDOT NO. 5 OR NO. 57 COARSE AGGREGATE. 2.1.6 RIPRAP: CLASS I DRY RIPRAP AS DEFINED IN THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, SECTION 414, "RIPRAP", UNLESS OTHERWISE NOTED. 2.2 BORROW: OBTAIN BORROW MATERIALS REQUIRED IN EXCESS OF THOSE FURNISHED FROM EXCAVATIONS FROM SOURCES OFF THE OWNER'S PROPERTY. PROVIDE AND SUBMIT SOIL CLASSIFICATION TESTING TO ENSURE BORROW MATERIALS MEET THE REQUIREMENTS OF THIS SPECIFICATION. 3.EXECUTION 3.1 CLEARING 3.1.1 REMOVE FROM THE SITE TREES, STUMPS, ROOTS, BRUSH, SHRUBS, DOWN TIMBER, ROTTEN WOOD, RUBBISH, OTHER VEGETATION, AS WELL AS FENCES AND INCIDENTAL STRUCTURES NECESSARY TO ALLOW FOR NEW CONSTRUCTION. 3.1.2 CLEARING WORK SHALL BE RESTRICTED TO AREA WITHIN "CONSTRUCTION LIMITS /LIMITS OF CLEARING" SPECIFIED IN THIS SECTION AND AS INDICATED ON THE DRAWINGS. '3.1.3 UNDISTURBED STUMPS AND ROOTS, A MINIMUM OF 5 FEET BELOW FINISHED GRADE AND NOT LOCATED UNDER OR WITHIN 10 FEET OF ANY STRUCTURE, MAY BE LEFT IN PLACE. TOPS OF STUMPS LEFT IN PLACE SHALL NOT BE MORE THAN 6 INCHES ABOVE ORIGINAL GRADE. 3.2 GRUBBING 3.3.1 GRUB AREAS WITHIN AND TO A POINT 10 FEET OUTSIDE OF ALL STRUCTURES, AREAS TO RECEIVE FILL WHERE FINISHED GRADE WILL BE LESS THAN 3 FEET 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 % -INCH DIAMETER AND LARGER, ORGANIC MATERIAL, AND DEBRIS. 3.3.3 USE ONLY HAND METHODS FOR GRUBBING INSIDE THE DRIP LINES OF TREES THAT ARE TO REMAIN. 3.4 CONSTRUCTION /CLEARING LIMITS 3.4.1 THE CONTRACTOR SHALL NOT DISTURB ANY AREAS OUTSIDE THE CONSTRUCTION LIMITS INDICATED ON THE DRAWINGS WITHOUT EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. 3.4.2 NO CLEAR - CUTTING OF TIMBER SHALL BE PERMITTED WITHIN THE CONSTRUCTION LIMITS. THE CONTRACTOR SHALL MAKE SELECT CUTTING OF TREES, TAKING THE SMALLEST TREES FIRST, THAT ARE MANDATORY FOR THE CONSTRUCTION OF THE UTILITY LINE. THE ENGINEER'S DECISION SHALL BE FINAL ON DETERMINATION OF WHICH TREES ARE TO BE CUT. 3.5 CLEAN UP DEBRIS RESULTING FROM SITE CLEARING OPERATIONS CONTINUOUSLY WITH THE PROGRESS OF THE WORK. 3.6 REMOVE DEBRIS FROM THE SITE IN SUCH A MANNER AS TO PREVENT SPILLAGE. KEEP PAVEMENT AND AREAS ADJACENT TO SITE CLEAN AND FREE FROM MUD, DIRT, AND DEBRIS AT ALL TIMES. 3.7 SURFACE PREPARATION 3.7.1 STRIPPING: STRIP EXISTING TOPSOIL, WHEN PRESENT, TO A DEPTH OF 6 INCHES WITHOUT CONTAMINATION BY SUBSOIL MATERIAL. STOCKPILE TOPSOIL SEPARATELY FROM OTHER EXCAVATED MATERIAL AND LOCATE CONVENIENT 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 EQUIPMENT AS REQUIRED TO MAINTAIN DRY SOILS. WHEN UNSUITABLE WORKING PLATFORMS FOR EQUIPMENT OPERATION AND UNSUITABLE SOIL SUPPORT FOR SUBSEQUENT CONSTRUCTION FEATURES DEVELOP, REMOVE UNSUITABLE MATERIAL AND PROVIDE NEW SOIL MATERIAL AS SPECIFIED IN THIS SECTION AT NO ADDITIONAL COST TO THE OWNER. EARTHWORK REQUIREMENTS CONT'D 3.8.2.2 SUBSURFACE DRAINAGE: CONSIDER SITE SURFACE AND SUBSURFACE CONDITIONS, AVAILABLE SOIL, AND HYDROLOGICAL DATA. REMOVE WATER BY BENCHING, SUMP PUMPING, DEEP WELL PUMPING, OR OTHER METHODS TO PREVENT SOFTENING OF SURFACES EXPOSED BY EXCAVATION. USE FILTERS ON DEWATERING DEVICES TO PREVENT REMOVAL OF FINES FROM SOIL. PROVIDE EROSION CONTROL AT THE OUTLET OF PIPING TO PREVENT EROSION. OPERATE DEWATERING SYSTEM CONTINUOUSLY UNTIL CONSTRUCTION WORK BELOW EXISTING WATER LEVELS IS COMPLETE. 3.9 EXCAVATION 3.9.1 EXCAVATE TO THE ELEVATIONS AND DIMENSIONS INDICATED AND AS SPECIFIED IN THIS SECTION. REUSE EXCAVATED MATERIALS THAT MEET THE SPECIFIED REQUIREMENTS FOR THE MATERIAL TYPE REQUIRED AT THE INTENDED LOCATION. WHEN SOIL NOT MEETING THE REQUIREMENTS SPECIFIED IN THIS SECTION ARE ENCOUNTERED DURING EXCAVATION, REMOVE THE UNSUITABLE SOIL MATERIAL AND REPLACE WITH SELECT MATERIAL AS SPECIFIED IN THIS SECTION. REMOVAL AND DISPOSAL OF UNSUITABLE SOIL MATERIAL AND PLACEMENT AND COMPACTION OF SELECT MATERIAL SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. 3.9.2 KEEP EXCAVATIONS FREE FROM WATER. EXCAVATE SOIL DISTURBED OR WEAKENED BY THE CONTRACTOR'S OPERATIONS, AND SOILS SOFTENED OR MADE UNSUITABLE FOR SUBSEQUENT CONSTRUCTION DUE TO EXPOSURE TO WEATHER. REFILL WITH SELECT MATERIAL AND COMPACT TO 95% OF ASTM D 698 MAXIMUM DENSITY. UNLESS SPECIFIED OTHERWISE, REFILL EXCAVATIONS CUT BELOW INDICATED DEPTH WITH SELECT MATERIAL AND COMPACT TO 95% OF ASTM D 698 MAXIMUM DENSITY. SIDE SLOPES WHEN ALLOWED SHALL BE PROTECTED WITH 6 -MIL POLYETHYLENE SHEETING. 3.9.3 PIPE TRENCHES: EXCAVATE TO THE DIMENSIONS INDICATED AND AS SPECIFIED HEREIN. TRENCHES IN PUBLIC ROADWAYS SHALL BE EXCAVATED IN ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. WHERE ROCK IS ENCOUNTERED, EXCAVATE AND REMOVE ROCK TO A MINIMUM DEPTH OF 6 INCHES BELOW THE PIPE INVERT. GRADE BOTTOM OF TRENCHES TO PROVIDE UNIFORM SUPPORT FOR EACH SECTION OF PIPE AFTER PIPE BEDDING PLACEMENT. 3.9.4 UNSUITABLE SUBGRADE SOIL MATERIALS: SUBGRADES WHICH ARE DETERMINED TO BE UNSUITABLE FOR BEARING NEW EQUIPMENT, STRUCTURES, OR PIPING, SHALL HAVE THE UNSUITABLE SUBGRADE SOIL MATERIALS REMOVED AND DISPOSED OF, AND REPLACED WITH SELECT MATERIAL AT NO ADDITIONAL COST TO THE OWNER. 3.10 FILLING AND BACKFILLING: FILL AND BACKFILL TO ELEVATIONS AND DIMENSIONS INDICATED. COMPACT EACH LIFT BEFORE PLACING OVERLAYING LIFT. 3.10.1 COMMON FILL PLACEMENT: PROVIDE FOR GENERAL SITE, IN GREEN OPEN SPACE AREAS. PLACE IN 6 -INCH LIFTS. COMPACT AREAS NOT ACCESSIBLE TO ROLLERS OR COMPACTORS WITH MECHANICAL HAND TAMPERS. AERATE MATERIAL EXCESSIVELY MOISTENED BY RAIN TO A SATISFACTORY MOISTURE CONTENT. PROVIDE A SMOOTH FINISH SURFACE BY BLASING, ROLLING WITH A SMOOTH ROLLER, OR BOTH. 3.10.2 BACKFILL AND FILL MATERIAL PLACEMENT: PROVIDE FOR UNDER PAVEMENT, BUILDINGS & OTHER STRUCTURAL COMPONENTS. PLACE IN 6 -INCH LIFTS. PLACE BACKFILL MATERIAL ADJACENT TO STRUCTURES AS THE STRUCTURAL ELEMENTS ARE COMPLETED AND ACCEPTED. BACKFILL AGAINST CONCRETE ONLY WHEN APPROVED. PLACE AND COMPACT MATERIAL TO AVOID LOADING UPON OR AGAINST STRUCTURES. PLACE BACKFILL AND FILL MATERIALS TO 5 FEET OUTSIDE OF STRUCTURES. 3.10.3 SELECT MATERIAL PLACEMENT: PROVIDE UNDER ALL STRUCTURES AND CONCRETE SLABS IN TOP 6 INCH. SELECT MATERIALS SHALL BE PROVIDED FROM APPROVED BORROW AREAS. IN ADDITION, PROVIDE STONE WHERE INDICATED ON THE DRAWINGS. PLACE IN 6 -INCH LIFTS. BACKFILL ADJACENT TO STRUCTURES SHALL BE PLACED AS STRUCTURAL ELEMENTS ARE COMPLETED AND ACCEPTED. BACKFILL AGAINST CONCRETE ONLY WHEN APPROVED. PLACE AND COMPACT MATERIAL TO AVOID LOADING UPON OR AGAINST STRUCTURES. 3.10.4 TRENCH BACKFILLING: BACKFILL AS RAPIDLY AS CONSTRUCTION, TESTING, AND ACCEPTANCE OF WORK PERMITS. PLACE AND COMPACT INITIAL BACKFILL AND BACKFILL MATERIALS IN 6 -INCH LIFTS TO THE TOP OF THE TRENCH. TRENCHES IN PUBLIC ROADWAYS SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH THE LATEST 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 SUBGRADE TO 100% OF ASTM D 698. COMPACT FILL, BACKFILL, AND SELECT MATERIALS TO 100% OF ASTM D 698. IN ADDITION TO THE SPECIFIED COMPACTION REQUIREMENTS, FILL AND BACKFILL MATERIALS SHALL BE COMPACTED TO DEVELOP A CALIFORNIA BEARING RATIO (CBR) OF 10. 3.12 RIPRAP: RIPRAP SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 414, "RIPRAP." GEOTEXTILE FABRIC SHALL BE PLACED UNDER ALL RIPRAP. 3.13 DISPOSITION OF SURPLUS MATERIAL: WASTE UNSUITABLE SOIL MATERIALS OFF THE OWNER'S PROPERTY AS DIRECTED BY THE OWNER AND WW ASSOCIATES IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. 3.14 FIELD QUALITY CONTROL: THE CONTRACTOR SHALL EMPLOY AN INDEPENDENT TESTING FIRM TO PROVIDE ALL SOIL TESTING REQUIRED FOR THIS PROJECT. 3.14.1 SAMPLING: TAKE THE NUMBER AND SIZE OF SAMPLES REQUIRED TO PERFORM THE FOLLOWING TESTS. 3.14.2 TESTING: PERFORM ONE OF EACH OF THE REQUIRED TESTS FOR EACH MATERIAL USED. PROVIDE ADDITIONAL TESTS FOR EACH SOURCE CHANGE AND AS REQUESTED BY WW ASSOCIATES. 3.14.2.1 FILL AND BACKFILL: TEST FILL AND BACKFILL MATERIAL IN ACCORDANCE WITH ASTM C 136 FOR CONFORMANCE TO ASTM D 2487 GRADATION LIMITS; ASTM D 1140 FOR MATERIAL FINER THAN THE NO. 200 SIEVE; ASTM D 423 FOR LIQUID LIMIT AND ASTM D 424 FOR PLASTIC LIMITS; ASTM D 698 OR ASTM D 1557 FOR MOISTURE DENSITY RELATIONS, AS APPLICABLE. 3.14.2.2 SELECT MATERIAL: TEST SELECT MATERIAL IN ACCORDANCE WITH ASTM C 136 FOR CONFORMANCE TO ASTM D 2487 GRADATION LIMITS; ASTM D 1140 FOR MATERIAL FINER THAN THE NO. 200 SIEVE; ASTM D 698 OR ASTM D 1557 FOR MOISTURE DENSITY RELATIONS, AS APPLICABLE. 3.14.2.3 DENSITY TESTS: TEST SOIL DENSITY IN ACCORDANCE ASTM D 2922 AND ASTM D 3017. TEST EACH LIFT AT RANDOMLY SELECTED LOCATIONS EVERY 500 SQUARE FEET OF EXISTING GRADE IN FILLS FOR STRUCTURES AND CONCRETE SLABS, EVERY 500 SQUARE FOR OTHER FILL AREAS, EVERY 1,000 SQUARE FEET OF SUBGRADE IN CUT, AND EVERY 250 LINEAR FEET FOR PIPE LINE INSTALLATION (MINIMUM ONE TEST PER PIPE LINE), AND ADDITIONAL TESTS AS REQUESTED BY WW ASSOCIATES. ALL EARTHWORK AND SITE WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND IN ACCORDANCE WITH THE GEOTECHNICAL REPORT BY ECS, LLC. TITLED "REPORT OF SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING ADDENDUM, ALBEMARLE PLACE, CHARLOTTESVILLE, VIRGINIA, AND DATED MAY 8, 2009. THIS REPORT IS AN ADDENDUM AND REFERENCES THE FOLLOWING REPORTS: SCHNABEL ENGINEERING SOUTH, LLC, SEPTEMBER 27, 2000. GEOTECHNICAL ENGINEERING STUDY, RETAIL DEVELOPMENT, SEMINOLE TRAIL AND HYDRAULIC ROAD, ALBEMARLE COUNTY, VIRGINIA. SCHNABEL ENGINEERING SOUTH LLC, APRIL 22, 2004. GEOTECHNICAL ENGINEERING STUDY, ALBEMARLE PLACE TOWN CENTER PHASE I, SEMINOLE TRAIL AND HYDRAULIC ROAD, ALBEMARLE COUNTY, VIRGINIA. SCHNABEL ENGINEERING SOUTH LLC, OCTOBER 26, 2006. GEOTECHNICAL ENGINEERING STUDY, ALBEMARLE PLACE POWER CENTER, SEMINOLE TRAIL AND HYDRAULIC ROAD, ALBEMARLE COUNTY, VIRGINIA. SCHNABEL ENGINEERING SOUTH LLC, APRIL 2, 2008. GEOTECHNICAL RECOMMENDATIONS, ALBEMARLE PLACE, SEMINOLE TRAIL AND HYDRAULIC ROAD, ALBEMARLE COUNTY, VIRGINIA. *•,► DESIGNED JDe. PROJECT: SET REV. N0. op STONEFIELD BLOCKS F &' G :. W, 3 ENGINEERS DRAWN BY: FINAL SITE PLAN SURVEYORS JDB ALBEMARLE COUNTY, VA DRAWING NUMBER: TITLE. PLANNERS Lac Na, ,l`�� D1HR BY: GENERAL EARTHWORK NOTES C -5 „ "� SSOCIATES HFW Po Box 4119 3040 Aversion; Square Pl. SHEET NUMBER: Lynchburg, VA 24502 Charl.tte ille,VA22911 WWA NUMBER: FILE NAME. DISCIPLINE: SCALE. DATE: Phone: 434316.6080 Phone: 434.984?700 213042.04 304204C-ND CIVIL H: N/A 1117113 5 of 36 N0. SHEET REVISION BY DATE NO. 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LAND USE: RESIDENTIAL TMP 61W-J-19 IF THIS DRAWING IS A REDUCTION s Q -- � � --� � 4 �' � � i.� LEGEND N/F NORTHROP GRUMMAN GRAPHIC SCALE MUST BE USED 6 CORP. SCALE: 1 "= 60' 0 DB 909 PG 448 DB 2715 PG 434 z 0 � SLOPES GREATER THAN 25% �� C m w a - - ZONED: LI (LIGHT INDUSTRIAL) / I w LAND USE: INDUSTRIAL 60 0 60 \ 1bf100 41 ,r DESIGNED BY: PROJECT: SET REV. NO. IV Op JDB STONEFI ELD BLOCKS F & G 3 i ENGINEERS DRAWN BY: FINAL SITE PLAN SURVEYORS REG ALBEMARLE COUNTY VA DRAWING NUMBER: " PLANNERS TITLE: AsSOCIATES DIHR BY: EXISTING CONDITIONS & DEMOLITION PLAN C -6 Vii .Ids, 122 1 HFIN SHEET NUMBER: eo rg, VA 2 3040 t.ft-i , VA22e el. DISCIPLINE: SCALE: DATE: ' Phone: 43a3i66080 Phone: 43a:9sa27 `w' WWA NUMBER: FILE NAME: � , 0. www.wwassoiiates.uet 213042.04 304204C_EX.dwg CIVIL H: 1 =60 1 1 /7/13 6 of 36 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE V. N/A O 3 O U� V� O O G O 'a m 'o [i 0 0 N O U y.+ O O U m m G O r.. 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SHEET REVISION BY DATE NO. SHEET REVISION BY DATE 0 DESIGNED BY, PROJECT: SET REV. ND. STONEFIELD BLOCKS F &' G JDB 3 ENGINEERS DRAWN BY. FINAL SITE PLAN SURVEYORS REG/TQ ALBEMARLE COUNTY, VA DRAWING NUMBER: TITLE: PLANNERS DIHR BY: SITE LAYOUT PLAN C -9 ��` ` 1� AsSOCIATES HFW Mmlo �' I ;a PO Box 4119 3040 Avemore Square PI. SHEET NUMBER: Lynchburg, VA 24502 ChuMleavi „e, VA22911 WWA NUMBER: FILE NAME. DISCIPLINE: SCALE: DATE: �7 �iAL C.S Plione: 434.316.6080 Phone 434.984.27W 213042.04 304204C_SP -2.dW9 CIVIL H: l--30' 1 1 /7/13 9 of 36 it www.wwassociates.net V. N/A o o O NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE 0 DESIGNED BY, PROJECT: SET REV. ND. STONEFIELD BLOCKS F &' G JDB 3 ENGINEERS DRAWN BY. FINAL SITE PLAN SURVEYORS REG/TQ ALBEMARLE COUNTY, VA DRAWING NUMBER: TITLE: PLANNERS DIHR BY: SITE LAYOUT PLAN C -9 ��` ` 1� AsSOCIATES HFW Mmlo �' I ;a PO Box 4119 3040 Avemore Square PI. SHEET NUMBER: Lynchburg, VA 24502 ChuMleavi „e, VA22911 WWA NUMBER: FILE NAME. DISCIPLINE: SCALE: DATE: �7 �iAL C.S Plione: 434.316.6080 Phone 434.984.27W 213042.04 304204C_SP -2.dW9 CIVIL H: l--30' 1 1 /7/13 9 of 36 it www.wwassociates.net V. N/A cA 3 'v M I UN d�l 0 0 / c 0 a a� t7s 'v Li �t 0 0 N O U O O U 22 m c 0 c a� W 0 N / oh OL CN3 I 0 0 / c 0 a m cn 'o [i 0 C 0 N / O Ul O U m c O V) c W O N UI O O O C14 22 0 '2 C4 i :X wv 78 E TQ 3_1 AV MATCH,/LINE DWG NO. C -11 X215.0' BUFFER AND WALL F X 4 D - 6 7 may. 000 0 0 INTERCOM 0 CONC X�; AC 5 _Ami El 8'X4' 0 C RJERR --Z! ........... EXISTING BUILDING W W E_ I'�OP GRUMMAN )RP. 448 3 434 STRIAL) INDUSTRIAL MATCH LINE DWG NO. C-13 W CONC CONC 77.93' 77.93'---\ 77.93' 78.03' V77.53' 78.03' 77.90 /-77.93(TC) 77.43' 77.43 77.93(TC) �,-77.43'(113C) .�L 77.43'(BC) CONTROLLER ENCLOSURE DETAIL SCALE: 1 " = 5' TC J 0 77.62' TC NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE Tc 7 79.81 7-9 -.e 7' I 791L' 470a-PJ I - _44L T Tc V= 4_ 1 IN 471.85 INV=472.48 470.51 NV 7" 2 -1-INV�=473-.2. T77 Tc Tc INV=472.37 EAST ROOF DRAIN HEADER INV=4ii:02- TC 01 Tc -INV_w 471.70 L F==!kl TC 360.9 E) 0 1.0% Mir' 193 78,65' .9 T1 C TC Tc 1 'TC 7 � T 7 7,87' -rrl - Tc 77.49' 7-7 -7 L 1 4V AM 0 CONC Tc I T ' TC I 191.2 __ZZl_L TC Tc T F \ 't TC TC TC 771 1' 7 • Tc 77 79 'D 0 RAM P Tc. Tc Tc 7 0 7 7. Tc 711 77 46' TC 77.36' c ?1,97' 7 . -7o or%' TC '77.6 4'X8' Tc 480 --- TC== Tc ..6 RA c x 6, 0 6X8' Tc Tc Tc FILTERRA C) 77. BYPASS 77 -A I - 7 76,46 77,78' 7 76' Tc IF THIS DRAWING IS A REDUCTION _T QA 3: 7 Tr' 77.3 _T 77. '_ f- GRAPHIC SCALE MUST BE USED AH TC Tc �! r . T 7 0 SCALE: 1 30' 7 .02' T TG Tc Tc loom -- 7 .6 ' 7. lu.w 7-4 go, TC' Tc TC MEN 7 Tc 92 Tc .71' Tc TC 7 TC 77,13' 30' 0 30' 6'X8' t1l 1 Tc Tc TC TC TC FILTERRA 7 7' 7 Tc I - n 5. 6' Tc 7 20' PUBLIC TC Tc o 0 :1] TC: 75,66' TC DRAINAGE ESMT iizz! T 7 Tc I Ic 7 Q' T �0 tl 7 $T F-1 -0. V8.23 C14, 7 liz T .0 T Tc TC _TG_ 1.90 Tc. . Tc , , 1*_� C 77 ' i Hill"I'll Tc 77.33' ONTIZOLLER 1ENCLOSURE'.: 75,81' Tc 77.99' EP SEE I ON THIS:, Tc .4 4. 4' Tc ;iC 78,07' 75.96- SHEEI F D MILS Tc I 7( TMP 61W-3-18 0 77.5r 2 X4' EP 77.1 Fl ERRA 7 TP SEMINOLE TRAIL PROPERTIES, LLC Ep EP EP.. EP 7 D.B. 1999, PG. 4,38 t 0 7 8' 77,17' . : / ILI' T T. , PG. 5J4 TC EP D 287 PLAT c_ 7' D.B. 439, PG. 415 PLAT Tc ZONED Ll 158 ................... 77_._�' H - 11 7 1 EP 0 r USE: INDUSTRIAL 7, Tc EX TC 74' 73.8' EX1 59 7 1' 77,01' Tc .. .... ... EP 4' TC I f .77,85' EP 10 TC • -7 73.9 X 'M ::� �.0.1.1110.011111111.10 ------------- �k 19 TC =T� 11 1 1 1 1 1 11 MATCH LINE DWG NO. C-13 4. 76.85' mm= ::: .......... EP N---27.03' CQ EP r DESIGNED BY. PROJECT: SET REV. NO. .0i OP JDB STONEFIELD BLOCKS F & G 3 N INEERS DRAWN BY. FINAL SITE PLAN SURVEYORS REGIrd ALBEMARLE COUNTY, VA DRAWING NUMBER: PLANNERS TITLE. Lioi No, 12257 DIHR BY: GRADING AND DRAINAGE PLAN C -12 AsSOCIATES HFW SHEET NUMBER: PO Box 4119 3040 Avernore Square Pl. Lynchburg, VA 24502 Charlottesville, VA 22911 WWA NUMBER: FILE NAME. DISCIPLINE: SCALE. DATE: Phone: 434.316.6080 Phone: 434.984.2700 0' AL WwW.Wwassociates.net 213042.04 r304204Q_GP-2.dwg CIVIL H: 1"_�3 11171131 12 of 36 V- N . 1A 3 v UI CNof 0 v 'a a ti O M N V 0 V m c .° c W N / X 212 EC 3 208 € 7 TC� 7 1' 7 .90' C \ I EC C TC I I TC r T 2 4 3 \ I ::::> 72_18' TC s 1 , T'. . 7 o E�i C___ EP EC E TC Ln I\ C i 7 I , c- - _ — 71.80' t:;: NORTHROP GRUMMAN _ �/ / _ \- \ � - TC `T EP I o \ C - 7 .46 —� ! \ , °� \ SEMINOLE PLACE _ TC _ A \� — v / — — \ \ \. TC I . VORTECHS STORMFILTER \ d — T €MPORARY 48 I \ DIVERSION `':• \ \ \ TC o \ \ $ N / — \ \ TC is E \ TC \ �� EXISTING VARIABL -€ PROVIDE 6 HDPE COLLECTION PIPE. WIDTH - PUBLIe I — i I CONNECT EXISTING SEGMENTAL RETAINING CONC I \ \\ 13 EX 177 I I ' DRAINAGE EASEMENT \ 1 1 ; 1 1 1 ` Tc 3 „ 189 3.0' Tc.o$ 7 . 1' (R P) DAYLIGHT �ITO ADJACENT STORM SEWER. V \ 1 1 .T. . 1 I 1 1 \ \ I I I I I I ,�oR �H 1 \ 1 1 G:;:: >:<:: 185 T ERR 1 1 S — \ RIC PT 1 T TC I ° I A\ M I 1 11 71.49' N W W W =` > 480 - ° TC -— P 187 80 P w 1 1 1 I o �- a, EXISTING \ 1 �, <::. 1 �- Tc�: � - I 1 - � -S OFFSITE BYPASS Ik.; >..v�. 1 � ;:::: / I � 7 .09' � — 1. SEDIMENT BASIN SHALL NOT BE REMOVED ;....a I 1 TC / UNTIL SITE IS DEEMED STABILIZED BY EROSION I 1I \ 1 TC I I .:: � 1 1- I � `� EX 161 -� i ( _ AND SEDIMENT CONTROL INSPECTOR. / ` _ I ss.2 EP EP — 3 EP T-77[ 2. COORDINATE REMOVAL OF SEDIMENT BASIN WITH 1 \ w N ALBEMARLE PLACE STORMWATER MANAGEMENT I I I .� EP — PLAN AMENDMENT NO. 3 WPO 2010- 00074. I 1 ` >I =11 <I <L 1 1 I l 11 I \ EXISTING PHASE 2 NORTH SEDIMENT BASIN 1 \,.. 1 1 STRUCTURE LOCATIONS,/ H. N FOR EX164 3 t 1 TO E 158 AND STRUCTURES EX 184 TO EX ( X 163 TO BE REVISED FROM THE ORIGINAL I i 1•` <' I I �' STRUCTURE LOCATIONS SHOWN ON ALBEMARLE PLACE STORMWATER i t i MANAGEMENT PLAN AMENDMENT No. 3" ( I I 0 PO 201000023. t \ 20 PUBLIC I I fI DRAINAGE \_ I: EASEMENT, I 6c ' DIAMETER RISER 1= 111.94 fi 4 \ I I EX I I I I 162 I \ 1 3 0. 1 �' ING 18 H 0 P E 4,Q30,-PG 33 _ \ \ f ' ` \ 460 _ I TRAFIFIC \ \ —. `\ � ='�— •_ _ { 0.k ...::::........ REM \` EX1 20' PUBLIC \ — � DRAINAGE ° EASEMENT wl Li EX16 wx I \ E 184 \ .. \.:: \ I _ - h � X62 '��` - / /OHEl - OHE� OHE 0HE 0H� ONE h+F� — C�t�_ \ 0 F _ ::� - - - - 1 ` \ -47a T mom ff" - -,t�o� �� — - ��,�I r,,u — — — — — W-�" �, i� i — _ _ — --t SIGN w VV - - — �- -� SAN S\ N; r��IN- AN SAN SAINT-- - ....: �0 ... .,. ,,�.�_,:.�.m. � .,;. •• r�/ .. /•,.. �"C P R1rH�' IGN L EE �.; \ _ \\ �' �� 30" 'RC'P 0" RCP r 30" RCP VJ W W W VJ W W W NJ� W �W W W --- V�J JJ N/ W \�- W W W W W �W VV O W VV W W W \ W �\ u .STOP ROAD E X BENCHMARl� \� \ \ `` G / `L� CHISELED t> C SIGN c / SQUARE S — 1 4 �Ar U.S. RTE. 29 - SEMINOLE TRAIL / JUNCTION 4so.ss �� gm.: U \ o eox _ IF THIS DRAWING IS A REDUCTION �- 460 _ GRAPHIC SCALE MUST BE USED SCALE: 1 " = 30' loom 2 _�_ -- - �\ 2 REVISED GRADING RU 2 -6 -14 _, DESIGNED BY. PROJECT: SET REV. NO. roe STONEFIELD BLOCKS F & G 3 ENGINEERS DRAWN BY: FINAL SITE PLAN SURVEYORS REG/Ta ALBEMARLE COUNTY, VA DRAWING NUMBER: PLANNERS TITLE: i 6 �� DIHR BY: GRADING AND DRAINAGE PLAN C -13 SSOCIATES HFW } PO Box 4119 3(k1UAvemoke Square Pl. SHEET NUMBER: ' Lynch ISCIPLINE: SCALE: bnrg,VA24502 Charlunesville,VA22911 WWA NUMBER: FILE NAME: D DATE: Phone: 434.316.6050 Phone: 434.984.2700 CIVIL H: VII-30' N0. SHEET REVISION BY DATE N0. SHEET REVISION BY DATE µW °µ'Was}uiales.net 213042.04 304204C_GP-3.dwg V. N/A 1117113 13 of 36 vm 3 F� �I 0 0 / c v n. m c� 'v Li 0 0 M N O V O O V m m c O O G m W O M N E= C4 O O cl, 10 a: 41 C) O O C4 mppm--.d — WE--sk—M. NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE 0 30' I MR: �4x 30' DESIGNED BY. PROJECT.• SET REV. NO. 1, bJw Op JDB STONEFIELD BLOCKS F & G 3 ENGINEERS DRAWN BY. FINAL SITE PLAN SURVEYORS REGITa ALBEMARLE COUNTY, VA DRAWING NUMBER: PLANNERS :1 2257 TITLE. 4. OIHR BY.- WATER & SANITARY SEWER LAYOUT PLAN C -15 No.' ASSOCIATES HFW PO Box 4119 3040 Avemore Squa Pl. A TIC' SHEET NUMBER: Lynchburg, VA 24502 Clwlett"Qle, VA 22911 WWA NUMBER: FILE NAME. DISCIPLINE: SCALE: DATE: Phone: 434.316.6080 Phone: 434.984.2700 CIVIL H: 1"-�-30' 15 of 36 304204C-UT-2.dwg .+i www.wwuswualcs.ncl 13042. -N I V. 1A 1117113 1 DIST-RK4 AVE MATCH,,'/LINE DWG NO. C-14 125.0' BUFFER AND SCREENING WALL 4-m NTERCOV 00 -0 o CON C Z AC 0 N C mppm--.d — WE--sk—M. NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE 0 30' I MR: �4x 30' DESIGNED BY. PROJECT.• SET REV. NO. 1, bJw Op JDB STONEFIELD BLOCKS F & G 3 ENGINEERS DRAWN BY. FINAL SITE PLAN SURVEYORS REGITa ALBEMARLE COUNTY, VA DRAWING NUMBER: PLANNERS :1 2257 TITLE. 4. OIHR BY.- WATER & SANITARY SEWER LAYOUT PLAN C -15 No.' ASSOCIATES HFW PO Box 4119 3040 Avemore Squa Pl. A TIC' SHEET NUMBER: Lynchburg, VA 24502 Clwlett"Qle, VA 22911 WWA NUMBER: FILE NAME. DISCIPLINE: SCALE: DATE: Phone: 434.316.6080 Phone: 434.984.2700 CIVIL H: 1"-�-30' 15 of 36 304204C-UT-2.dwg .+i www.wwuswualcs.ncl 13042. -N I V. 1A 1117113 1 it ~~ V~ 04 =~ w NORTHRUP GRUMMAN Ill ~'� | vV `VV __-_ \ ��__ _-_-' |�� | � // | | | | H 480 \ | SANITARY SEWE � \ \ ^ \ \ \ c� c» || ~ | |K2��^ ' U| �� |U | `` | � | 470 ��E3� \ -- --- --~ | ___ ^~ - `� � ' `~^~^ EASEMENT, TYP. L--_�' �� '`~'~'^ � 0 ^` | / || | | | | | � ( \ (/ | ' | \ \^v� 'l' | l l _ / \ /}' U| } | ( ' |� ) ) ly j � / | ( \ l \ \ | ) \ ` |�1 l � U�U i� ��U/ 0 »A/�_� F) A^l_�� 466 o NEW FH ASSEMBLY f 4c Ac | \ | --=�c�--- - -- \ -- --- --- --_ ---' ---- --- --- ___ NEW VV-- YY---� -- ------- --- --- --- Y�� `'�'''`~ /`- / `�'��/ | ~~ —47 O— - SIGN SAN SAN SAN - ` \ «/ � � �'' »/ � � � � � --- ' �—� �� , � �� w w w �� w w �� w L �� w w W � �� m/ STOP BENCHIMRK- <�= ROAD Ex SANITARY _5EWER AT CHISELED SIGN MANHOLE- WITH WATER SIGN EX 3 SQUARE- TRAFFIC S-1 4 TIGHT CONNECTION. JUNCTION 460.98 -,-U.S. RTE. 29 SEMINOLE TRAIL PROVIDE INLET SHAPING I kii "I r."N` AS REQUIRED. BOX IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 30' of 2 REVISED SAN. SEWER AND WATERLINE PER ACSA COMMENTS RU 1-31-14 DESIGNED BY. PROJECT: SET REV. NO. JDB ENGINEERS DRAWN BY: FINAL SITE PLAN SURVEYORS ALBEMARLE COUN7Y, VA DRAWING NUMBER: REGITa PLANNERS TITLE. Lie-, No. 12257 DIHR BY. WATER & SANITARY SEWER LAYOUT PLAN C HFIN AsSOCIATES SHEET NUMBER: PO Box 4119 3040 Avemove Squ= Fl. WWA NUMBER: FILE NAME: ISCIPLINE: 117. TE: Lynchburg, VA 24502 CllotWsvill, VA 22911 D SCALE DA Plione: 434.316.6080 Phone: 434,984.2700 www.wwassociates.nct 213042.04 304204C-UT-3.dwg CML H: 1 *%=30' 1117113 16 of 36 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE V. 1A X] CONNECT TO . 3 -v, a. �I N O D 'a cn 'v [i 0 N O v 0 v m c 0 W N / 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 PROFILE VIEW: NEW STORM 1 0 sm MEN ENE 0 Lff�, � ;3ZIMN [I!, VIER 0 MEN m �UtA m'! MIN •, • - i i i • MIN I'm 71L"— ► C Lei •• J \ • •, m� — _ ANN l�+ i OWN :• :• IiiiiiiiiIiIIIm �. , 1. _ II no oil Elm 011� i■�_ili�■� =ii�■��_r�� mmilm I-ME oil � fi C i� ■�■��1� i ii�- I _C ENE, r• I I Elio � 0 11. ' a i• e • so 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 PROFILE VIEW: NEW STORM 1 NO. 10 +00 10 +50 11 +00 11 +50 PROFILE VIEW: NEW STORM 1.3 SHEET REVISION sm MEN ENE m m'! MIN MIN I'm 71L"— ► C Lei •• J \ • m� — l�+ i :• :• IiiiiiiiiIiIIIm �. , 1. _ II oil Elm 011� i■�_ili�■� =ii�■��_r�� mmilm I-ME oil � fi C i� ■�■��1� i ii�- I _C ENE, r• NO. 10 +00 10 +50 11 +00 11 +50 PROFILE VIEW: NEW STORM 1.3 SHEET REVISION 10 +00 10 +50 PROFILE VIEW: NEW STORM 1.4 BY I DATE I NO. 15 +50 16 +00 203 sm MEN ENE m m'! MIN MIN I'm 71L"— ► C Lei •• - \ • m� — l�+ i :• :• IiiiiiiiiIiIIIm �. , 1. _ II oil Elm 011� mmilm I-ME oil 10 +00 10 +50 PROFILE VIEW: NEW STORM 1.4 BY I DATE I NO. 15 +50 16 +00 203 10 +00 10 +50 11 +00 11 +50 12 +00 PROFILE VIEW: NEW STORM 1.1 207 sm MEN ENE m m'! MIN MIN I'm 71L"— ► C Lei •• - \ • m� — l�+ i :• :• IiiiiiiiiIiIIIm �. , 1. _ oil Elm 011� mmilm I-ME oil � fi C i� ■�■��1� i ii�- I 10 +00 10 +50 11 +00 11 +50 12 +00 PROFILE VIEW: NEW STORM 1.1 207 SHEET REVISION 9 +50 10 +00 10 +50 11 +00 11 +50 PROFILE VIEW: NEW STORM 2 ■ sm MEN m m'! MIN MIN I'm •• - m� IiiiiiiiiIiIIIm oil Elm 011� mmilm I-ME oil � fi i� ■�■��1� i ii�- ENE, I I Elio SHEET REVISION 9 +50 10 +00 10 +50 11 +00 11 +50 PROFILE VIEW: NEW STORM 2 ■ 10 +00 10 +50 11+00 PROFILE VIEW: NEW STORM 1.5 sm MEN m m'! I'm m� IiiiiiiiiIiIIIm oil Elm 011� mmilm I-ME 10 +00 10 +50 11+00 PROFILE VIEW: NEW STORM 1.5 Lp 17.; 15' JD sm MEN m'! I'm m� IiiiiiiiiIiIIIm Elm Lp 17.; 15' JD 10 +00 \ 10 +50 HIGH FLOW BYPASS 11 +00 11+50 12 +00 12 +50 13 +00 PROFILE VIEW: NEW STORM 1.2 MEN m'! I'm m� IiiiiiiiiIiIIIm Elm I I Elio 10 +00 \ 10 +50 HIGH FLOW BYPASS 11 +00 11+50 12 +00 12 +50 13 +00 PROFILE VIEW: NEW STORM 1.2 12 +00 12 +50 10 +00 10 +50 10 +00 10 +50 NOTES: PROFILE VIEW: NEW STORM 3 PROFILE VIEW: NEW STORM 4 1. TOP OF MANHOLE ELEVATIONS SUBJECT TO CHANGE PER FINAL GRADING. 2. A 3' MINIMUM COVERAGE IS REQUIRED OVER THE TOP OF ALL PIPES WHEN FINAL GRADING IS COMPLETED UNLESS SHOWN OTHERWISE. 3. STANDARD STEPS (ST -1) ARE REQUIRED FOR STRUCTURES WITH A DEPTH GREATER THAN 4'. 4. SAFETY SLABS (SL -1) ARE REQUIRED FOR MANHOLES WITH DEPTHS GREATER THAN 12'. 5. INLET SHAPING (IS -1) IS REQUIRED FOR FLOW DROPS GREATER THAN 4. 6. ALL MH -1 STRUCTURES ARE 4' INSIDE DIAMETER (I.D.) UNLESS OTHERWISE NOTED. ENGINEERS SURVEYORS PLANNERS ASSOCIATES PO Box 4119 3040 Avemole Square Pl. Lynchburg, VA 24502 Chulettewille, VA 22911 Phone: 434.316.6080 Phone: 434.984.2700 W W W.W Wassol.lalel.11e'l 10 +00 10 +50 11+00 PROFILE VIEW: NEW STORM 5 IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1 ° = 10' 10' 0 10' 50' 0 50' HORZ: 1 " = 50' DESIGNED BY. • PROJECT. DDB STONEFI ELD BLOCKS F & G DRAWN BY: FINAL SITE PLAN To ALBEMARLE COUNTY VA TITLE: DIHR BY.- STORM SEWER PROFILES HFW WWA NUMBER: FILE NAME. DISCIPLINE: SCALE. DATE: 213042.04 304204C_PP—l.dwg CIVIL H:1 —50; 1 117113 V. 1 —10 SET REV. NO. 3 DRAWING NUMBER: C -17 SHEET NUMBER: 17 of 36 MEN 12 +00 12 +50 10 +00 10 +50 10 +00 10 +50 NOTES: PROFILE VIEW: NEW STORM 3 PROFILE VIEW: NEW STORM 4 1. TOP OF MANHOLE ELEVATIONS SUBJECT TO CHANGE PER FINAL GRADING. 2. A 3' MINIMUM COVERAGE IS REQUIRED OVER THE TOP OF ALL PIPES WHEN FINAL GRADING IS COMPLETED UNLESS SHOWN OTHERWISE. 3. STANDARD STEPS (ST -1) ARE REQUIRED FOR STRUCTURES WITH A DEPTH GREATER THAN 4'. 4. SAFETY SLABS (SL -1) ARE REQUIRED FOR MANHOLES WITH DEPTHS GREATER THAN 12'. 5. INLET SHAPING (IS -1) IS REQUIRED FOR FLOW DROPS GREATER THAN 4. 6. ALL MH -1 STRUCTURES ARE 4' INSIDE DIAMETER (I.D.) UNLESS OTHERWISE NOTED. ENGINEERS SURVEYORS PLANNERS ASSOCIATES PO Box 4119 3040 Avemole Square Pl. Lynchburg, VA 24502 Chulettewille, VA 22911 Phone: 434.316.6080 Phone: 434.984.2700 W W W.W Wassol.lalel.11e'l 10 +00 10 +50 11+00 PROFILE VIEW: NEW STORM 5 IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1 ° = 10' 10' 0 10' 50' 0 50' HORZ: 1 " = 50' DESIGNED BY. • PROJECT. DDB STONEFI ELD BLOCKS F & G DRAWN BY: FINAL SITE PLAN To ALBEMARLE COUNTY VA TITLE: DIHR BY.- STORM SEWER PROFILES HFW WWA NUMBER: FILE NAME. DISCIPLINE: SCALE. DATE: 213042.04 304204C_PP—l.dwg CIVIL H:1 —50; 1 117113 V. 1 —10 SET REV. NO. 3 DRAWING NUMBER: C -17 SHEET NUMBER: 17 of 36 3 N a �I N M O a D li 0 C N / 0 o, 0 U v_ m c 0 m W N / - 10 +00 10 +50 PROFILE VIEW: NEW STORM 9.1 l -U l 11 1 -rl� 1-Q71 All ANN ANN ANN • ii • _All • C� All ANN me whW mi _ C 1 1 e ••e ANN ANN 10 +00 10 +50 PROFILE VIEW: NEW STORM 9.1 l -U l 11 1 -rl� 1-Q71 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 15 +50 16 +00 PROFILE VIEW: NEW STORM 6 All ANN ANN _All All ANN me whW 1 ANN ANN ANN Deal '1 All a wil- ANN ANN 1 , • , ... �° Ila 1� � � ° a -� _ .��. ' � •' • Glide �� ' • �'' � m � .1,1 = m • . I wl,��' ° ��. • ,e .;: � ° °• "� - .� �� - • e .:. a e• mi � � � � � ANN ■ ANN ANN All Ell ANN ANN _ ANN ANN NO A—M All ANN All m ANN ANN .� ■ • 1 _ . - _ _ ANN All ANN All 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 15 +50 16 +00 PROFILE VIEW: NEW STORM 6 10 +00 10 +50 11+00 11+50 12 +00 2 1 REVISED PROFILES PER NEW LAYOUT NO. SHEET REVISION RU I 1 -31 -14 12 +50 13 +00 13 +50 14 +00 14 +50 PROFILE VIEW: NEW STORM 8 BY I DATE I NO. SHEET REVISION 15 +00 15 +50 16 +00 16 +50 BY I DATE Llc: No 12257 17 +00 16 +50 17 +00 17 +50 18 +00 18 +50 19 +00 19 +50 20 +00 20 +50 All ANN ANN _All All me whW 1 ANN ANN ANN Deal '1 All a wil- ANN ANN ■ ANN ANN ANN ANN NO A—M All m ANN 10 +00 10 +50 11+00 11+50 12 +00 2 1 REVISED PROFILES PER NEW LAYOUT NO. SHEET REVISION RU I 1 -31 -14 12 +50 13 +00 13 +50 14 +00 14 +50 PROFILE VIEW: NEW STORM 8 BY I DATE I NO. SHEET REVISION 15 +00 15 +50 16 +00 16 +50 BY I DATE Llc: No 12257 17 +00 16 +50 17 +00 17 +50 18 +00 18 +50 19 +00 19 +50 20 +00 20 +50 10 +00 10 +50 11 +00 PROFILE VIEW: NEW STORM 7 All ANN ANN _All All me whW 1 ANN 10 +00 10 +50 11 +00 PROFILE VIEW: NEW STORM 7 ANN ANN _All All me whW 1 ANN Deal '1 All a ANN 10 +00 10 +50 11 +00 PROFILE VIEW: NEW STORM 7 17 +50 10 +00 10 +50 10 +00 10 +50 11 +00 10 +00 10 +50 11 +00 11 +50 NOTES• PROFILE VIEW: NEW STORM 6.1 PROFILE VIEW: NEW STORM 9 PROFILE VIEW: NEW STORM 10 1. TOP OF MANHOLE ELEVATIONS SUBJECT TO CHANGE PER FINAL GRADING. 2. A 3' MINIMUM COVERAGE IS REQUIRED OVER THE TOP OF ALL PIPES WHEN FINAL GRADING IS COMPLETED UNLESS SHOWN OTHERWISE. 3. STANDARD STEPS (ST -1) ARE REQUIRED FOR STRUCTURES WITH A DEPTH GREATER THAN 4'. 4. SAFETY SLABS (SL -1) ARE REQUIRED FOR MANHOLES WITH DEPTHS GREATER THAN 12'. 5. INLET SHAPING (IS -1) IS REQUIRED FOR FLOW DROPS GREATER THAN 4'. 6. ALL MH -1 STRUCTURES ARE 4' INSIDE DIAMETER (I.D.) UNLESS OTHERWISE NOTED. 7. ALL STORM WATER INFRASTRUCTURE ASSOCIATED WITH THIS PLAN IS PRIVATELY OWNED AND MAINTAINED AND ARE PROVIDED WITH PUBLIC UTILITY EASEMENTS. 8. SEE DWG NO. C -22 FOR STORM PROFILE 221.1 — 222. ®ENGINEERS SURVEYORS PLANNERS AsSOCIATES PO 13ox 4119 3040 Avemore Square PI. Lynchburg, VA24502 Cl— lwt —ille, VA22911 Phone: 434.316.6080 Phone: 434.9134 2700 www.wwassociates.net IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1 " = 10' 10' 0 10' lmm 50' 0 50' HORZ: 1 " = 50' DESIGNED BY. PROJECT. DDB STONEFIELD BLOCKS F & G DRAWN BY. FINAL SITE PLAN To ALBEMARLE COUNTY, VA TITLE: DIHR BY. STORM SEWER PROFILES HFW WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 213042.04 304204C_PP-2.dwg CIVIL H: 1 "= --10 50; 1 1 /7/ 13 V. 1 SET REV. NO. 3 DRAWING NUMBER: C -18 SHEET NUMBER: 18 of 36 ANN ANN All me whW ANN Deal All ANN 17 +50 10 +00 10 +50 10 +00 10 +50 11 +00 10 +00 10 +50 11 +00 11 +50 NOTES• PROFILE VIEW: NEW STORM 6.1 PROFILE VIEW: NEW STORM 9 PROFILE VIEW: NEW STORM 10 1. TOP OF MANHOLE ELEVATIONS SUBJECT TO CHANGE PER FINAL GRADING. 2. A 3' MINIMUM COVERAGE IS REQUIRED OVER THE TOP OF ALL PIPES WHEN FINAL GRADING IS COMPLETED UNLESS SHOWN OTHERWISE. 3. STANDARD STEPS (ST -1) ARE REQUIRED FOR STRUCTURES WITH A DEPTH GREATER THAN 4'. 4. SAFETY SLABS (SL -1) ARE REQUIRED FOR MANHOLES WITH DEPTHS GREATER THAN 12'. 5. INLET SHAPING (IS -1) IS REQUIRED FOR FLOW DROPS GREATER THAN 4'. 6. ALL MH -1 STRUCTURES ARE 4' INSIDE DIAMETER (I.D.) UNLESS OTHERWISE NOTED. 7. ALL STORM WATER INFRASTRUCTURE ASSOCIATED WITH THIS PLAN IS PRIVATELY OWNED AND MAINTAINED AND ARE PROVIDED WITH PUBLIC UTILITY EASEMENTS. 8. SEE DWG NO. C -22 FOR STORM PROFILE 221.1 — 222. ®ENGINEERS SURVEYORS PLANNERS AsSOCIATES PO 13ox 4119 3040 Avemore Square PI. Lynchburg, VA24502 Cl— lwt —ille, VA22911 Phone: 434.316.6080 Phone: 434.9134 2700 www.wwassociates.net IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1 " = 10' 10' 0 10' lmm 50' 0 50' HORZ: 1 " = 50' DESIGNED BY. PROJECT. DDB STONEFIELD BLOCKS F & G DRAWN BY. FINAL SITE PLAN To ALBEMARLE COUNTY, VA TITLE: DIHR BY. STORM SEWER PROFILES HFW WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 213042.04 304204C_PP-2.dwg CIVIL H: 1 "= --10 50; 1 1 /7/ 13 V. 1 SET REV. NO. 3 DRAWING NUMBER: C -18 SHEET NUMBER: 18 of 36 3 v of 0 / v a 'o 0 0 N O V y.. W V v_ m c O c W N C 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 15 +50 16 +00 16 +50 17 +00 17 +50 18 +00 18 +50 19 +00 19 +50 20 +00 20 +50 21 +00 21 +50 22 +00 22 +50 23 +00 23 +50 24 +00 24 +50 PROFILE VIEW: New SSWR ExS 13 -AM PROJECT: SET REV. NO. JDB STONEFIELD BLOCKS F & G FINAL SITE PLAN 3 DRAWN BY. ALBEMARLE COUNTY, VA DRAWING NUMBER: TO TITLE: SANITARY SEWER PROFILES C -19 DIHR BY: HFW SHEET NUMBER: WWA NUMBER: FILE NAME. DISCIPLINE. SCALE. DATE: 213042.04 304204C_PP -3.dwg CIVIL H: 1 x_50; V. 1 -10 1 1/7/13 19 of 36 505 505 � qr 495 495 500 - UAK Q � 500 490 Q o LO o vj— • ^ ° in "' �+°` d°. '`_ °° °O ZZ- - 490 485 495 II– p .d- rn-- -II a— •I -1 485 e � i 490 €�iSTIN G'RO - - ND — i- 1 1_ 490 _ °� = 0 0 - 485 EXI TING ROUND 485 480 c -N E- RAD 480 480 cl, 480 -NEW- 475 ° 00 N- 475 475 475 ;_ "' I - -� — - 470 I 470 Ir _ - - �OF EW 54- F- N- - - 30- .1 -L.F- - OF -N DO-3 — 470 8*- C - ®0.-7 % -- UG-PR VID €D- FOR- RE--- F7 _ NNEE OWRY- OTHERS 465 465 470 - - 460 - r 460 455 + 455 � 465 - -_ - _- -- - - it � _- PVC- OF N - 00r -1Y rn c ri .2 L.F. -OE NEW- 0:4 L 8 -RV . OF -N 00.5� _ 465 460 455 450 — a 460 455 450 450 _ 445 F-N .02 2 .9-L.. 11-11— 445 n + 2-34 Li - ;ol - - - _ - _ - 1 F' - _ -00 d - _ + — '� ul- � - &"-- 440 440 P% N X t% LF -0 PVC - NEW 1.Q� L -DIP- - M ±'� C14 c_ NEW- _ ®.8 --- u 435 435 445 440 45- 121 �F —0 PVC- -N 2:64% cli N -� - �' ' N a CN 445 440 o -9 N 430 T H 435 N p rji 435 •vr-� r– – 430 OoN K)_ap -� vi + -II o I H o i moo_ 425 425 420 420 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 15 +50 16 +00 16 +50 17 +00 17 +50 18 +00 18 +50 19 +00 19 +50 20 +00 20 +50 21 +00 21 +50 22 +00 22 +50 23 +00 23 +50 24 +00 24 +50 PROFILE VIEW: New SSWR ExS 13 -AM 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 15 +50 16 +00 PROFILE VIEW: New SSWR AF -Ex 2 REVISED PROFILES PER NEW LAYOUT RU 1 -31 -14 _ "} 0.0 3 REVISED PIPE MATERIAL RU 3 -11 -14 LiC, Igo, 12257 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE lA-1 PROJECT: SET REV. NO. JDB STONEFIELD BLOCKS F & G FINAL SITE PLAN 3 DRAWN BY. ALBEMARLE COUNTY, VA DRAWING NUMBER: TO TITLE: SANITARY SEWER PROFILES C -19 DIHR BY: HFW SHEET NUMBER: WWA NUMBER: FILE NAME. DISCIPLINE. SCALE. DATE: 213042.04 304204C_PP -3.dwg CIVIL H: 1 x_50; V. 1 -10 1 1/7/13 19 of 36 505 505 500 - UAK Q � 500 ° in 495 �+°` - 495 II– .d- rn-- •I -1 e � i 490 1_ 490 485 EXI TING ROUND 485 RAD 480 480 -NEW- 475 475 470 470 _ - - �OF EW 54- F- N- - - 30- .1 -L.F- - OF -N DO-3 — 8*- C - ®0.-7 % -- UG-PR VID €D- FOR- RE--- _ NNEE OWRY- OTHERS 465 465 460 - r 460 455 + 455 � it � 450 rn c ri _ a 450 _ 445 11-11— 445 n + _ d 440 440 435 435 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 15 +50 16 +00 PROFILE VIEW: New SSWR AF -Ex 2 REVISED PROFILES PER NEW LAYOUT RU 1 -31 -14 _ "} 0.0 3 REVISED PIPE MATERIAL RU 3 -11 -14 LiC, Igo, 12257 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE lA-1 25 +50 26 +00 26 +50 27 +00 27 +50 28 +00 28 +50 29 +00 29 +50 30 +00 30 +50 PROFILE VIEW: New SSWR ExS13 -AM ENGINEERS SURVEYORS PLANNERS AsSOCIATES PO Box 4119 3040 Avemore Syuure PI. Lynchburg, VA 24502 Charlottesville, VA22911 Phone: 434.316.6080 Phone: 434.9 83.2700 www.wwassociates.net IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1 " = 10' 10' 0 10' 50' 0 50' HORZ: 1 " = 50' DESIGNED BY. PROJECT: SET REV. NO. JDB STONEFIELD BLOCKS F & G FINAL SITE PLAN 3 DRAWN BY. ALBEMARLE COUNTY, VA DRAWING NUMBER: TO TITLE: SANITARY SEWER PROFILES C -19 DIHR BY: HFW SHEET NUMBER: WWA NUMBER: FILE NAME. DISCIPLINE. SCALE. DATE: 213042.04 304204C_PP -3.dwg CIVIL H: 1 x_50; V. 1 -10 1 1/7/13 19 of 36 505 505 500 - UAK 500 ° in 495 �+°` - 495 II– .d- rn-- •I -1 i 490 1_ 490 485 EXI TING ROUND 485 RAD 480 480 -NEW- 475 475 470 470 _ - - �OF EW 54- F- N- - - 30- .1 -L.F- - OF -N DO-3 — 8*- C - ®0.-7 % -- UG-PR VID €D- FOR- RE--- _ NNEE OWRY- OTHERS 465 465 460 - r 460 455 + 455 � it � 450 rn c ri _ a 450 _ 445 11-11— 445 n + _ d 440 440 435 435 430 430 25 +50 26 +00 26 +50 27 +00 27 +50 28 +00 28 +50 29 +00 29 +50 30 +00 30 +50 PROFILE VIEW: New SSWR ExS13 -AM ENGINEERS SURVEYORS PLANNERS AsSOCIATES PO Box 4119 3040 Avemore Syuure PI. Lynchburg, VA 24502 Charlottesville, VA22911 Phone: 434.316.6080 Phone: 434.9 83.2700 www.wwassociates.net IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1 " = 10' 10' 0 10' 50' 0 50' HORZ: 1 " = 50' DESIGNED BY. PROJECT: SET REV. NO. JDB STONEFIELD BLOCKS F & G FINAL SITE PLAN 3 DRAWN BY. ALBEMARLE COUNTY, VA DRAWING NUMBER: TO TITLE: SANITARY SEWER PROFILES C -19 DIHR BY: HFW SHEET NUMBER: WWA NUMBER: FILE NAME. DISCIPLINE. SCALE. DATE: 213042.04 304204C_PP -3.dwg CIVIL H: 1 x_50; V. 1 -10 1 1/7/13 19 of 36 3 V- a �I O M i c v a O �i O C N U N O U a� c 0 c W -1 IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1"= 10' 10' 0 10' d2mg;z; 50' 0 50' HORZ: 1 " = 50' 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 15 +50 16 +00 16 +50 17 +00 17 +50 18 +00 18 +50 19 +00 19 +50 20 +00 20 +50 21 +00 21 +50 22 +00 22 +50 23 +00 23 +50 24 +00 24 +50 25 +00 25 +50 PROFILE VIEW: NEW 12 IN WATERLINE -1 IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1 " = 10' 10' 0 10' 50' 0 50' HORZ: 1 " = 50' �� a� ��El � FIE � MINIM� �_ 1100 � 1100 1100 1 �_ � � � � �_ � � � � � � � � lea I .• •/ ��_ �_�� _�� - �� _ 3=1= '► �� G 1�7��'A11• �� Y L't'f: \L�►�1111 1 _- MON MOM �� OEM IlOO a On e No 1100 === Uln MEN • F 11 MEN =NNNAr=Q"' DION 1 e �� ■ ONE �� On � � � =�= � �-- ��!� a � ;�o � � �9 mom Fall, 1100 M 0 16. me MINIM DION FINE � n.1 _ 0 0 . 0 0 � 1 ' mom � 11 � '1Lm � r :. .. � e _ i �, e, t 0 L•dil� + , L•lliLt e • ■ � _�_�_ 1100 1100 MENEM 1.1 IlOO I Im mom MIN " a _ � � � � IsM I �/ •� 1 1111 Ell e e 1 • / / . � � =MlOOO � El � �� Elml � IIIIiWll F-um FlArcm a b9i I all a� � 11.1 ' a' •. • 1 - I - ONE �_ _ � � �� -_ice �_ 0� �� I� _ .. �_�_� !� i ��_ �_ —mil �_ --� �_ �_ mom �_ �_-�■ ■—�— Em _ 001 1100 � 'w gill•1�� ONE� M 1100 " 1 e - IIEO 1100 IIEO NO IlOO 1100 111 ME M 1100 p a• O i �� .• J MINIM -_ -_ mm=mmwmm", i ME -A t 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 15 +50 16 +00 16 +50 17 +00 17 +50 18 +00 18 +50 19 +00 19 +50 20 +00 20 +50 21 +00 21 +50 22 +00 22 +50 23 +00 23 +50 24 +00 24 +50 25 +00 25 +50 PROFILE VIEW: NEW 12 IN WATERLINE -1 IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1 " = 10' 10' 0 10' 50' 0 50' HORZ: 1 " = 50' 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 15 +50 16 +00 16 +50 17 +00 17 +50 18 +00 PROFILE VIEW: NEW 12 IN WATERLINE -2 18 +50 19 +00 19 +50 20 +00 20 +50 21 +00 21 +50 22 +00 22 +50 23 +00 23 +50 24 +00 2 REVISED PROFILES TO REFLECT DESIGN CHANGES RU 1 -31 -14 DESIGNED BY: PROJECT: SET REV. N0. ' ' , = jDB STONEFI ELD BLOCKS F &i G 3 REVISED PROFILE PER NEW WATERLINE CONNECTION RU 3 -11 -14 ENGINEERS FINAL SITE PLAN 3 DRAWN BY. '• SURVEYORS TLe ALBEMARLE COUNTY, VA DRAWING NUMBER: PLANNERS TITLE: t DI BY: WATERLINE PROFILES C -20 AsSOCIATES HFW .. / SHEET NUMBER: PO Box 4119 3040Aventote Square Pl. WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: HL DATE: ^ Lynchburg, VA 24502 Ch.I.0 , VA 22911 Phone: 434.316.6080 Phone: 434 I8 4 2700 CIVIL H l' =50. O O i� NO. SHEET REVISION BY DATE N0, SHEET REVISION BY DATE ' ,. 5. Ww�wmwassoe ates.net 213042.04 304204C_PP -4.dwg V: 1 " =10' 11 /7/ 13 �� a� ��El � MINIM� �_ 1100 � 1100 1 �_ � � � � �_ � � � � � � � � lea I .• •/ ��_ �_ �� G 1�7��'A11• �Y L't'f: \L�►�1111 1 �� IlOO On Wilm ONE 1100 DION n.1 0 0 . 0 0 � 1 ' mom � � '1Lm � r :. .. � e _ i �, e, t 0 L•dil� + , L•lliLt e • ■ � _�_�_ . I Im mom MIN " a _ � � � � 1 �/ •� 1 1111 Ell e e 1 • / / . � � =MlOOO � El � �� Elml � IIIIiWll F-um FlArcm a b9i � a� � 11.1 ' a' ONE _ 1100 _ .. �_�_� ��_ �_ —mil �_ �_ �_ �_ �_-�■ ■—�— Em _ � ONE� M 1100 " 1 e IIEO 1100 NO IlOO 1100 111 ME 1100 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 15 +50 16 +00 16 +50 17 +00 17 +50 18 +00 PROFILE VIEW: NEW 12 IN WATERLINE -2 18 +50 19 +00 19 +50 20 +00 20 +50 21 +00 21 +50 22 +00 22 +50 23 +00 23 +50 24 +00 2 REVISED PROFILES TO REFLECT DESIGN CHANGES RU 1 -31 -14 DESIGNED BY: PROJECT: SET REV. N0. ' ' , = jDB STONEFI ELD BLOCKS F &i G 3 REVISED PROFILE PER NEW WATERLINE CONNECTION RU 3 -11 -14 ENGINEERS FINAL SITE PLAN 3 DRAWN BY. '• SURVEYORS TLe ALBEMARLE COUNTY, VA DRAWING NUMBER: PLANNERS TITLE: t DI BY: WATERLINE PROFILES C -20 AsSOCIATES HFW .. / SHEET NUMBER: PO Box 4119 3040Aventote Square Pl. WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: HL DATE: ^ Lynchburg, VA 24502 Ch.I.0 , VA 22911 Phone: 434.316.6080 Phone: 434 I8 4 2700 CIVIL H l' =50. O O i� NO. SHEET REVISION BY DATE N0, SHEET REVISION BY DATE ' ,. 5. Ww�wmwassoe ates.net 213042.04 304204C_PP -4.dwg V: 1 " =10' 11 /7/ 13 O cl, O 8 S! 0 0) PC) v— A; R I\ STR 221.2 RD - 19 042 A -*20 7 /nj 7 FILTERRA 221.3 RD I AC —17 7 C)3 U '0 DA=0.45 AC C =c 4 N, :0 3c STR 1 4 1 0 C D G-- tlN L��l 0.45 =0.85 O U U\ U U LL1 z U A STR 222 FI J Z� U .t<. 11 in, DA= .26 C- oo 4- \ X I3 1 Tu iaT�7 -1 DA=O. 13 i m TIPS C=0.82 — — - - - - - - - - - - ---------- U— ---L-L L-, M .......... -Wan 4e66 440 I cc All F21-2] 000I R XX F LTER 215.1 ERRA-2-T" C AC 450 / � � � D"0,2Z AC 7ff 476 '0001 / �" � � ® �° � i -- ', -,�- 219 °�\$�```�� - --.` • =r© — . __=- -' � .- / -� � 460 4000, oc 47-0- tK STR 217 ------ 4 W) F 7 a- < 0 ''�i� NV( c") --��pvc /V� T- :Sqt- I , M m M M )NO,) M E Y vv � \0 0 U lb 16 0 ) —4 X- 7— 5 IF THIS DRAWING IS A DUCT ON � � m GRA HIC SCALE MUST D A. LOT E2 TMP 61 W-3- 19E2 -� THE HAVEN AT STONEFIELD, LLC AA 67 0 SCALE: 1 = 59: < DB 4 X 140 PG 648 Ln —1 W 0- ce� cc DB 4135 PG 215 (PLAT) X D co < m 0 =t 9 �, 0 ZONED NMD LAND USE: RESIDENTIAL 5 ON TA�D 2 REVISED DA'S PER NEW FILTERRA AND INLET LOCATIONS RU 1-31-14 OP JDB: PROJECT: STONEFIELD BLOCKS F & G SET REV. N0. 3 ENGINEERS DRAWN BY. FINAL SITE PLAN . . . . . . . SURVEYORS REGIrd ALBEMARLE COUNTY, VA DRAWING NUMBER: TITLE. PLANNERS DiHR BY.- STORM DRAINAGE AREA MAP C-21 Lic-, No, 12257 AsSOCIATES HFW SHEET NUMBER: PO Box 4119 3040 Avemore Square Pl. D DA Lynchburg, VA 24502 Charlottesville, VA 22911 WWA NUMBER: FILE NAME. DISCIPLINE: SCALE. Phone: 434.316.6080 Phone: 434.984.2700 304204C-SWM- l.dwg CIVIL H: l`NI 21 of 36 www.wwa3sociates.net 213042.04 -N 1117113 V. 1A NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE Ot 3 N I 3 Q) �I 0 0 i c 0 a as v t� 0 0 N O V a� U 1 �M V IV O c W Stormwater Inlet Computations (Design Storm = 4.0 in /hr) w Project: Stonefield Blocks F and G By: SAR - - WWA Project Number: 213042.04 Date: 10 /8/13 REV 2 -3 -14 ASSOCItCfES STORM SEWER DESIGN WWA PROJECT NUMBER 213042.04 COMPUTATIONS COUNTY Albemarle DISTRICT DESCRIPTION Stonefteld Blocks F and G SHEET 1 OF 1 HYDROLOGY CURB INLETS CURB SAG INLETS ONLY GRATE INLET ONLY CA INLET RAIN FALL (I10) RUNOFF Q INVERT ELEVATIONS LENGTH SLOPE DIA MANNING's n CAPA- CITY (FULL) VEL (FULL) FLOW TIME REMARKS TOP INLET ELEVATIONS INLET DEPTH (H) ACRES C INCRE- MENT ACCUM- ULATED MIN IN/HR m UPPER END LOWER END FT FT /FT IN CFS FPS SEC FT FT EET 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Q 16 17 18 19 20 21 228 227 0.63 0.90 to 0.57 L° c 3.78 1 471.00 470.89 1 21.8 `o 15 v v 1 4.87 m Includes Drainage from STR 228, RD 8 and 9 475.83 4.83 228 227 224 1.30 W 1.17 1.74 5.07 6.64 11.53 468.92 468.36 108.2 0.0052 N 0.010 x -S 16.02 Includes Drainage from RD 1, 2, 3, 4, 5, 6, and 7 479.13 10.21 227 c O W .ml D x 03 C m 226 ,� 'u d _o of vi '0 3 471.60 >? X o c 0.010 w $ 20.36 u v v a m` > or C p N S c w p v REMARKS Y c 4 U ¢ t > a c �Uj Q m 225 224 �� N 0.21 «� o `oH N 6.67 a mm F t9 °' 0.0052 15 0.010 6.05 t @) 477.16 4.98 225 z 1~ °-' a v = z x a°i 3 V ai > + 224 223 W 0.00 L' 2,65 o E v R d o 0.0051 a 0.010 ►- w io m 477.81 9.55 - 223 221.2 3 0.00 E 2.65 5.50 6.50 17.23 467.84 467.15 E 6 x m e 20.91 £ °-' & w a 223 221.2 @ or o w rn 5.84 6.40 z e S 56.5 0.0051 30 O U O 3 a 477.10 O 221.2 3 a a, a y e$ a 5 c U - a - 222 ra @ 0.85 0.22 0.22 5.00 6.67 1.47 (7 466.73 1= 0.0073 15 c7 5.55 O v v u 9.21 222 d s^r, _ I to Q U F ? 1] d F, O 221.4 N 0.00 3 3.25 y 6.36 w `° In 139.5 0.0053 30 0.013 29.95 6.10 22.86 -0 477.28 10.62 r o v 0.42 0.85 0.36 3.61 6.34 6.25 22.52 465.82 465.55 47.7 0.0057 30 0.010 rn 8.19 5.82 477.26 11.44 221.4 221 220 0.37 0.85 0.31 3.92 6.44 6.22 24.38 465.45 464.63 t 0.0051 30 0.010 38.02 7.74 20.94 Junction Structure EX 136 DI-3B 8.0 0.19 0.63 0.12 4.00 OAS 0.00 OAS 0.015 0.020 4.96 2.00 0.40 0.020 1.00 0.75 0.17 0.08 0.08 6.92 1.16 0.10 1.00 0.48 0.00 Grade Inlet EX 136.1 DI -3B 10.0 0.33 0.69 023 4.00 0.91 0.00 0.91 0.015 0.020 6,30 2.00 0.32 0.020 1.00 0.64 0.17 0.08 0.07 9.76 1.03 0.13 1.00 0.91 0.00 r a G 4 95 >�219 3 - > 1.53 _ . ,_ a Grade Inlet =° 6 . 0. - = � 008.. ,� _.. n 0,24._ .` 5 2_- 1 � 6.6 : 2_ - . , 1.56_. -47 72:, __ . _1, :.47:1.42_ ...58.1 , . _ .. - ; ,00 2� 0 5 A _ s15...= �. ,;0.01 0 _.._. ` �=_6. .:. 0� 1 4 .93.;; , 1�,7.8�..�_�,_�. Y i .�-� .c` 5 OWN- . - � _ ,�. � _ ��,_ .. � . 4 6.69 . _ 7 ,_ ,r�4 7 - �.v . ,9 ,._., i-Y" �r218 EX 137 Dl-3B 8.0 0.13 0.56 0.07 4.00 0.29 0.00 0.29 0.015 0.020 4.11 2.00 0.49 0.020 1.00 0.83 0.17 0.08 0.09 5.36 1.49 0.08 1.00 0.29 0.00 Y rv. .216- ..�-<_ _ . °>� s" .- �;>n�.215.,- ��Yh .0.30.._ ._0,62 � - _ �` ,:- n0.18_�:. � .41� � - 5. �. _.. 08 . r �r 6.64,. ,,. Grade Inlet EX 137.1 DI.30 10.0 0.28 0.68 1 0.18 4.00 0.74 0.00 0.74 0.015 1 0.020 5.83 1 2.00 0.34 1 0.020 1.00 0.88 0,17 1 0.08 0.08 8.73 1.15 0.12 1 1.00 1 0.74 0.00 0.012 22.47 18.31 1.73 473.22 14.12 215 Grade Inlet r t 6 z. 158 DI -28 8,0 0.36 0.83 0.30 4.00 1.20 0.00 1.20 0.013 0.015 2.00 0.083 0.30 0.13 0.46 0.28 1.52 5.00 Sump IDlet 163 DI-7 1.63 0.55 0.90 4.00 3.59 0.00 3.59 Y'r - 20 20 0 06 0 82 •- 0 05 0 05 0 b 6 6 0 33 467 20 46.0 2 � 36 0 Q OQ50 , 15 _� Y 0 0 10 .� , 5 95 -� 4 85 0.35 0.330 4.59 Grate Inlet in Sump ,:..0.74_., ':, ,_., -. 01 .�. .� , 3. _ ° 0,18.,....._. _. ..512. , ".,.....6,62 r _: . _.r _ -. '. .._ ._.1.21__. ,. ._ .. 6 9 4 6, 2. .. ,_66,81, 4 z: , _._. ., .0 � � -:11 _,h _. -0. 1 _ ,_ Q- ..00., _ _^x r 5_�.. �,1 .,, ,%<. tee._.. _ _.. .ter ,. _... r ...�. ._ _$.42_.. .._ 686,. ._ .. ._.60..,__ _1 .rt i" _ . r;3v _ <...___..�....,,,_., 206 205 0.26 0.86 0.22 0.41 5.15 6.62 2.69 464.88 464.50 76.3 0.0050 185 DI-38 &0 0.13 0,85 0.11 4.00 0.44 0.00 OA4 0.012 0.015 0.87 2.00 0.85 0.015 6.53 5.55 0.17 462.49 65.3 0.0052 18 0.010 9.88 5.59 11.68 0.07 0.46 0.14 4.32 &00 Sump Inlet 87 DI -7 OA3 OAS 0.18 4.00 0.72 0.00 0 >77 204 203 0,78 0.88 0.69 1.75 5,61 6.47 11.34 462.21 462.12 16.8 0.0054 24 0 0, 10 0.15 0330 3.38 a In S Grate Inlet um 471.10 8.89 204 3 _0.08 , � -- 0.08...= 5.011. . __. � - _ 965 50, 46 5.38. � ; . 24 _, -M ,. _ _ „- 3B ~r. ._. _.__...:. +,`_ ._ r,.rr .100. K?.r. -X� 0 ..t3 ...... 0 3- '< :.. _ _ , -.0 t._ r ... 4.00 3 ,OA .. - >. _11.00 ._ .." _ OA3 _ _» _.-,�. .0064. . ...r 0 O e ,._,02., 5. . >2. 0 _ 0 53 _ 0.020. 0, 10 , 087 _ . _, 0.12 _ 0. 0.09: .9 0, 17.2.. 0 Q052 _ 0 „04 -. 0.0 9. 4.96, < 3.47 r YX s ` ` X470.62.. - 209..._ 053 - -3 0.�8 - -. 0.26 0.88 0.23 2.14 5.65 6.46 13.79 462.01 461.90 11.2 0.0098 r 0.010 29.22 Grade Inl t -^ 189 < s v DI-3B L 120''. 0 20 203 01 1 400 0 A2 -- 000 0 A2 OOS4 : 0 020 72 200 054- 0 020 1 00 087- 0 17 0.012 009: 902 133 007. 10 0 OA 2 00 0 .xs s r^ 3 r --? r @ <.� <f chi 1.� o 201 200 0.59 0.85 0.50 0.50 5.00 6.67 3.34 470.40 469.50 92.0 0.0098 15 0.010 8.33 6.79 13.56 476.11 5.71 201 190 DI-2B 10.D 0.30 0.81 0.24 ADO 0.97 0.00 0.97 0.018 0.005 9.11 200 0.22 0.083 16.60 0.86 0.32 0.16 0.14 7.08 1.41 0.20 1.00 0.97 0.00 Grade Inlet 191.1 Capital CB -3838' H 2- 0.73 0.80 0.58 4.00 2.34 0.00 2.34 200 199 0.14 0.28 0.018 15.85 Grate Inlet In Sump 192 Capital CB- 383$•SH 468.55 0.90 0.80 0.72 4.00 2.88 0.00 2.88 9.29 474.74 6.19 200 1 99 159 0. 27 0.90 0.2 4 .9 0 2 5.38 6.54 6.05 468.15 467.95 32.5 0.0062 18 0.010 10.74 6.08 0.40 0.018 29.18 Grate Inlet in Sump 183 DI-7 3.08 0.85 2.83 4.00 10.51 0.00 10.51 164 163 0.53 0.85 0.45 0.45 5.00 6.67 3.00 0.70 0.500 5.62 u Grate Inlet in Sump P 194 DI-2C 6.0 O.1S 0,86 0.72 4 00 OAS 0.00 OAS 000 0 0.020 2.00 0.083 0.29 0.08 OAS 0.17 0.94 6.00 163 2.07 0.85 Sump um inlet f85 D!-2C 8.0 0.17 0.83 0.11 4.00 OA3 11.00 OA3 0.000 0.020 29,42 2.00 462.20 0.081 3 184 0.29 0.07 0.46 0,16 0,87 6.00 um Inlet Sump 196 DI-2 C 8.0 0.07 0 .90 0.06 4.00 0.25 0.00 025 0.000 0.020 457.95 2. 00 68.8 008 3 3 0 0.01 0 0.29 7.77 8.86 462.73 4.78 163 162 161 0.05 OAS 0.11 0.61 6.00 6.46 23.22 457.50 Sump In let p 787 DI-2C 6. 0 0.1 2 0.8 8 0.11 4.00 0.2 4 0.00 0.42 0.000 0.020 160.1 2.00 1 0.00 0.083 3.60 5.84 0.29 23.00 456.93 456.53 77.8 0.0051 30 0.010 38.34 0.07 0.46 0.16 0.86 6.00 161 Sump Inlet P ` -� .20 ,..:,.0.53._ ::iy _ __0,1.1.:, ,:. 0.1.1. ,. =. -t _r 5:00.. �. z ..7: .66 ,,- . 7 1' -_0,7 ,., 4 . 64 65 _46 3,54,...,,_.62. ,. _ 6 184 DI-7 2.07 0.45 0.93 4.00 3.73 0.00 3.73 0.21 5.11 6.63 1.42 462.24 462.00 42.4 0,0057 15 0.010 6.34 5.16 8.21 472.35 10.11 188 187 186 0.43 0.85 0 37 0.42 0.330 5.02 Grate Inlet in Sump 461.90 461.07 164.7 0.0050 15 0.010 5.9 8 4.87 33.81 469.90 8 .00 187 186 185 0.00 0.00 0.00 0.58 5.8 1 6.40 3 7 1 460.97 460.82 2 8 9 .005 0 2 15 0.01 0 6.07 4.94 5.85 Junction Structure 470.93 9.96 1 86 185 1 99 D 1 M 0.85 013 0 80 012 400 0 7 A 000 047 9.0 0.0111 15 0.010 8.88 7.23 1.24 471.65 10.93 185 012 0020 417 et in Su Sump Grate Inlet m " "` �"' '- '"„ -< 400 160.1 000 041. 0012; fi0020 - -487 200 OAt 0020 456.43 078. 017 -p.08 777 0.010 38.18 7.78 10.34 Junction Structure 471.06 14.63 160.1 160 159 0.00 0.00 0.00 4.29 6.18 ±200 >= „ C143B .. 80 ` 014 0,2,3 010 30 vQAt 38.05 7.75 19 .11 Junction Structure 47 2.38 16.46 1 60 .100 201 DI -2C 8.0 0.59 0.85 O.SO 4.00 2.01 0.00 2.01 0.00 0 0.010 33.2 2.00 30 0.08 3 39.37 8,02 0.31 Junction Structure 474.23 19.16 159 0.18 0.46 0.39 3.24 8.00 Sump Inlet p 197 196 0,12 0.88 0.11 0.11 5.00 6.67 0.70 474.25 473.80 88.6 0.0051 15 0.010 6.00 4.89 18.12 4 79.19 4.94 197 203 D6213 6.0 0.26 0.88 0.23 4.00 0.92 0.00 0.92 0.020 0.006 2.00 0.083 YD1 0.32 0.17 0.35 0.06 0.06 5.00 6.67 0.40 474.00 0.12 OAS 0.26 tA6 6.00 4.29 12.28 0.22 Sump Inlet 204 DI-2B 10.0 0.78 0.88 0.69 4.00 2.75 0.00 2.76 0.005 0.019 2.00 0.083 0,29 196 195 0.20 OAS 0,43 3.67 10.00 6.57 1,50 472.70 Sump Inlet 205 DI-213 10.0 0.51 0.87 0.44 400 1.77 0.00 UT 0.005 0.019 9.02 2.00 0.22 0.083 4.37 0.64 0.29 0.15 0.11 7.17 1.39 0.30 1.00 137 0.00 4.90 14.79 479.19 7.17 195 194 193 Grade Inlet 206 DI -2B 8.0 0.26 0.86 0.22 4.00 0.89 0.00 0.89 0.005 0.019 6.26 2.00 0.32 0.083 4.37 0.81 0.29 0.15 0.14 4.76 1.68 0.25 1.00 0.89 0.00 19.11 470.08 469.09 137.8 0.0072 30 0.010 45.32 Grade Inlet 14.93 477.39 7.31 193 192 191 0.90 0.80 0.72 3.80 6.75 6.13 23.31 468.99 468.03 125.7 0.0076 30 0.010 46.72 9.52 13.21 476.61 7.62 192 -,.:. ... „.x D 191.1 191 0.73 1.00 0 1 ,T_ 07 7 - -,_ . _0.0$ o.Da 6.94 471.50 471.38 21.9 0.0055 15 0.010 6.23 5.08 4.31 1 476.00 4.50 191.1 ... .�. �, >.., .. .. _ � , .: 191 190 0.00 0.00 0.00 4.38 6.97 6.07 26.63 467.93 467.00 123.4 0.0075 30 0.010 46.42 9.46 13.05 Junction Structure .,�:}" 8.71 191 190 158 0.30 0.81 1 0.24 4.63 -X 6,02 27.84 466.90 466.33 0.0076 30 0.010 1 46.58 9.49 7.91 474,85 G s 190 1. `.• .* •5. , .. .-. _s.., __ .1.< .. 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MR .., 0.020....:822_.._,.2.00 w. -. 3 0 .32': ,..0.020.. ,1 00 .. 0.85..O.tT .. .r,.� -:__ .._0.08 : .OT ..8.69_ _ . .1.. <.0. 2.- - 1 - _1 00....- .._ _'f- _ 0. . _...., ._< , _-: .. .� _., ,._ ,s ..<. _ „._. � .._...� - ' _ <•.r» -, ..10,0_. � , .0.24 , _ t..... 0.8 �. .,._ .,... o. 34, -, 0.020_ e ,1.00.- > os. 7 � _o »- .008 ae 0. _. ..ems a , A r1 t_ _ _ ..#., r _0.12_ _ ._1.00.- .�-.. ,. a6o v > ,000 -_ .,, -.- _ �.,� _ _ s� _, _ 220 DI -26 &0 0.26 0.90 0.23 4.00 0.94 0.00 0.94 0.005 0.010 2.00 0.083 0.11 OAS 0.23 1.30 8.00 Sump Inlet 221 DI-2B 8.0 0.37 0.85 0.31 j 4.00 1 1.26 0.00 1.26 0.015 0.005 2.00 0.083 0.13 OAS 0.29 1.57 8.00 Sump Inlet 221A DI -2B 8.0 OA2 0.85 0.36 4.00 1.43 0.00 1A3 0.010 0.005 2.00 0.083 0.14 0A6 0.31 1.71 8.00 Sump Inlet 222 DI -2C 8.0 026 0.85 0.22 4.00 0.88 0.00 0.88 0.020 0.030 2.00 0.083 0,10 OAS 0.22 124 8.00 Sump Inlet 221.2 CapitalCB-3838'SH OAS 0.84 0.38 4.00 1.51 0.00 1.51 0.18 0.018 4.61 Grate Inlet In Sump 225 Capital CB- 3838"SH 0.35 0.59 0.21 4.00 0.83 0.00 0.83 0.14 0.020 4.00 Grate Inlet In Sump 226 Capital CB- 3838•SH 0.84 0.64 0.71 4.00 2.82 0.00 2.52 0.27 1 0.030 10,17 Grate Inlet In Sump 228 Capital CB-3838'SH 0.33 0.90 0.30 4.00 1.19 0.00 1.19 0.15 0.020 4.00 Grate Inlet In Sump YD4 ADS NYLOPLAST 18' STANDARD GRATE 0.17 0.35 0.06 4.00 0.24 0.00 0.24 0.05 0.100 2.00 Grate Inlet in Sump STORM SEWER DESIGN WWA PROJECT NUMBER 213042.04 COMPUTATIONS COUNTY Albemarle DISTRICT DESCRIPTION Stonefteld Blocks F and G SHEET 1 OF 1 FROM POINT TO POINT AREA DRAIN "A" RUN- OFF COEF CA INLET TIME (110 RAIN FALL (I10) RUNOFF Q INVERT ELEVATIONS LENGTH SLOPE DIA MANNING's n CAPA- CITY (FULL) VEL (FULL) FLOW TIME REMARKS TOP INLET ELEVATIONS INLET DEPTH (H) ACRES C INCRE- MENT ACCUM- ULATED MIN IN/HR CFS UPPER END LOWER END FT FT /FT IN CFS FPS SEC FT FT EET 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 228 227 0.63 0.90 0.57 0.57 5.00 1 6.67 3.78 1 471.00 470.89 1 21.8 0.0050 15 1 0.010 5.98 1 4.87 4.47 Includes Drainage from STR 228, RD 8 and 9 475.83 4.83 228 227 224 1.30 0.90 1.17 1.74 5.07 6.64 11.53 468.92 468.36 108.2 0.0052 24 0.010 21.21 6.75 16.02 Includes Drainage from RD 1, 2, 3, 4, 5, 6, and 7 479.13 10.21 227 226 224 0.84 0.84 0.71 0.71 5.00 6.67 4.70 471.60 471.02 113.0 0.0051 18 0.010 9.81 5.55 20.36 476.45 4,85 226 225 224 0.35 0.59 0.21 0.21 1 5.00 6.67 1.38 472.18 471.81 71.6 0.0052 15 0.010 6.05 4.93 14.52 477.16 4.98 225 I > 224 223 0.00 0.00 0.00 2,65 5.34 6.55 17.36 468.26 467.94 63.1 0.0051 24 0.010 21.00 6.68 9.44 Junction Structure 477.81 9.55 224 223 221.2 0.00 0.00 0.00 2.65 5.50 6.50 17.23 467.84 467.15 137.2 0.0050 24 0.010 20.91 6.66 20.61 Junction Structure 478.75 10.91 223 221.2 221.1 0.45 0.84 0.38 3.03 5.84 6.40 19.36 467.05 466.76 56.5 0.0051 30 0.010 38.30 7.80 7.24 I 477.10 10.05 221.2 222 221,1 0.26 0.85 0.22 0.22 5.00 6.67 1.47 467.07 466.73 46.3 0.0073 15 0.013 5.55 4.52 10.24 476.28 9.21 222 I 221.1 221.4 0.00 0.00 0.00 3.25 5.96 6.36 20.66 466.66 465.92 139.5 0.0053 30 0.013 29.95 6.10 22.86 Junction Structure 477.28 10.62 221.1 221.4 221 0.42 0.85 0.36 3.61 6.34 6.25 22.52 465.82 465.55 47.7 0.0057 30 0.010 40.23 8.19 5.82 477.26 11.44 221.4 221 220 0.37 0.85 0.31 3.92 6.44 6.22 24.38 465.45 464.63 162.2 0.0051 30 0.010 38.02 7.74 20.94 Junction Structure 477.21 11,76 221 2 20 EX 153 0. 26 0.90 0.23 4.15 6.79 6.12 25.43 464.53 464.25 35.3 0.0079 30 0.010 47.62 9.70 3.64 477.57 1 .04 3 220 e X218 � 0 2 4 0 63 015 � 103V 15,0 0 x 6 67 ' *101 -=- 472 00 471 82 36 0 0 OOaQ 15 0 010 5 95 � r a G 4 95 >�219 3 - > 1.53 _ . ,_ a - 01 ._ � , 4 _ =° 6 . 0. - = � 008.. ,� _.. n 0,24._ .` 5 2_- 1 � 6.6 : 2_ - . , 1.56_. -47 72:, __ . _1, :.47:1.42_ ...58.1 , . _ .. - ; ,00 2� 0 5 A _ s15...= �. ,;0.01 0 _.._. ` �=_6. .:. 0� 1 4 .93.;; , 1�,7.8�..�_�,_�. Y i .�-� .c` 5 OWN- . - � _ ,�. � _ ��,_ .. � . 4 6.69 . _ 7 ,_ ,r�4 7 - �.v . ,9 ,._., i-Y" �r218 � ; 217 .a 2 '; 216' ' r :0 38 � 5$ 0 22 °0 22 5 00 ' 6 67 '- 142: X467 80 467 68 424.03; Q 0050 X15 0 010 ' 5 95 � 4 85 `, 4 95' �' t' r> 472 81 3' 5 01 217 Y rv. .216- ..�-<_ _ . °>� s" .- �;>n�.215.,- ��Yh .0.30.._ ._0,62 � - _ �` ,:- n0.18_�:. � .41� � - 5. �. _.. 08 . r �r 6.64,. ,,. „� _.2.70 � _.467.58.... 467.3 , 7, .-r �. � 1 5 ., �:_4 _ _. ; 1- _0,005 , _ - .15. _ -1.. .r �.. -. -�-0 0 � _ ._ . 10 .- _ � 9 r =� _ >5,9 _ _ '_ _ 8 V,: . 4,8 _ _.�8,5 Q -�,. ✓ 3 s ✓ s 3 3 215 UGD 0.66 0.86 0.57 0.97 5.22 6.59 6.42 459.10 455.86 31.6 0.1025 15 0.012 22.47 18.31 1.73 473.22 14.12 215 r t 6 z. r' f N. Y'r - 20 20 0 06 0 82 •- 0 05 0 05 0 b 6 6 0 33 467 20 46.0 2 � 36 0 Q OQ50 , 15 _� Y 0 0 10 .� , 5 95 -� 4 85 7 42 .K r-F- -. z � � n � z ,:..0.74_., ':, ,_., -. 01 .�. .� , 3. _ ° 0,18.,....._. _. ..512. , ".,.....6,62 r _: . _.r _ -. '. .._ ._.1.21__. ,. ._ .. 6 9 4 6, 2. .. ,_66,81, 4 z: , _._. ., .0 � � -:11 _,h _. -0. 1 _ ,_ Q- ..00., _ _^x r 5_�.. �,1 .,, ,%<. tee._.. _ _.. .ter ,. _... r ...�. ._ _$.42_.. .._ 686,. ._ .. ._.60..,__ _1 .rt i" _ . r;3v _ <...___..�....,,,_., 206 205 0.26 0.86 0.22 0.41 5.15 6.62 2.69 464.88 464.50 76.3 0.0050 15 0.010 5.94 4.84 15.76 471.83 6.95 206 205 204 0.51 0.87 0.44 0.85 5.41 6.53 5.55 1 462.83 462.49 65.3 0.0052 18 0.010 9.88 5.59 11.68 471.45 8.62 205 204 203 0,78 0.88 0.69 1.75 5,61 6.47 11.34 462.21 462.12 16.8 0.0054 24 0 0, 10 21.58 6.87 4 2.45 471.10 8.89 204 _0.08 , � -- 0.08...= 5.011. . __. � - _ 965 50, 46 5.38. � ; . 24 _, -M - _ 5 0.00 Q : 5 . _ 1 _.. _. a .:0 0 .� _ s. _ , 10 <_ f a r ___5.95 __,. s _ , 4 h. _ ,85 „ _. >.. .. 4. 96" _ a > r' G ..„ 209 . _ , 203 0.12 _- X0,63 , := 0 0$ . -:: s -015 ` 5.08 r 6,64 1.02 =, , 465.28 465,19 _ 17.2.. 0 Q052 15_ O.Q10 _ 6 09 4.96, < 3.47 r YX s ` ` X470.62.. �� 534. 209..._ 203 202 0.26 0.88 0.23 2.14 5.65 6.46 13.79 462.01 461.90 11.2 0.0098 24 0.010 29.22 9.30 1.20 471.45 9.44 203 202 UGD 0.00 0.00 0.00 2.14 5.67 6.45 13.78 456.10 455.48 5.9 0.1051 24 0.012 79.66 25.36 0.23 Junction Structure 471.86 15.76 202 201 200 0.59 0.85 0.50 0.50 5.00 6.67 3.34 470.40 469.50 92.0 0.0098 15 0.010 8.33 6.79 13.56 476.11 5.71 201 x } $ 2- 200 199 0.14 0.73 0.10 0.68 5.23 6.59 4.49 468.55 468.25 49.6 0.0060 15 0.010 6.55 5.3 4 9.29 474.74 6.19 200 1 99 159 0. 27 0.90 0.2 4 .9 0 2 5.38 6.54 6.05 468.15 467.95 32.5 0.0062 18 0.010 10.74 6.08 5.35 D 'n fr o a ' Wa r Se arat Includes rat a e om Pum Can nd 011 to or 476.11 7.96 199 164 163 0.53 0.85 0.45 0.45 5.00 6.67 3.00 458.50 458.05 83.5 0.0054 15 0.010 6.18 5.04 16.58 463.63 5.13 164 184 163 2.07 0.85 1.76 1.76 5.00 6.67 11.73 459.03 458.05 195.5 0.0050 24 0.010 20.88 6.65 29,42 462.20 3.17 184 163 162 1.63 0.85 1.39 3.60 4 5. 9 6.51 2 3.39 457.95 4 7.60 5 68.8 0. 51 00 3 0 0.01 0 8.1 3 3 7.77 8.86 462.73 4.78 163 162 161 0. 00 0.00 0 0 . 0 3.60 5.64 6.46 23.22 457.50 457,03 93.3 0.0050 30 0.010 37.95 7.73 12.07 Junction Structure J n 4 5.5 6 9 8.09 1 2 6 161 160.1 0.00 1 0.00 0.00 3.60 5.84 6.40 23.00 456.93 456.53 77.8 0.0051 30 0.010 38.34 7.81 9.96 Junction Structure 469.21 12.28 161 ` -� .20 ,..:,.0.53._ ::iy _ __0,1.1.:, ,:. 0.1.1. ,. =. -t _r 5:00.. �. z ..7: .66 ,,- . 7 1' -_0,7 ,., 4 . 64 65 _46 3,54,...,,_.62. ,. _ 6 188 187 0.13 0.83 0.11 0.21 5.11 6.63 1.42 462.24 462.00 42.4 0,0057 15 0.010 6.34 5.16 8.21 472.35 10.11 188 187 186 0.43 0.85 0 37 0.58 5.25 6.5 8 3.81 461.90 461.07 164.7 0.0050 15 0.010 5.9 8 4.87 33.81 469.90 8 .00 187 186 185 0.00 0.00 0.00 0.58 5.8 1 6.40 3 7 1 460.97 460.82 2 8 9 .005 0 2 15 0.01 0 6.07 4.94 5.85 Junction Structure 470.93 9.96 1 86 185 160.1 0.13 0.85 0.11 0.69 5.91 6.38 4.40 460.72 460.62 9.0 0.0111 15 0.010 8.88 7.23 1.24 471.65 10.93 185 160.1 160 0.00 0.00 0.00 4.29 6.01 6.35 27.20 456.43 456.02 80.4 0.0051 30 0.010 38.18 7.78 10.34 Junction Structure 471.06 14.63 160.1 160 159 0.00 0.00 0.00 4.29 6.18 6.30 26.98 455.92 455.17 148.1 0.0051 30 0.010 38.05 7.75 19 .11 Junction Structure 47 2.38 16.46 1 60 159 158 0.00 0.00 0.00 5.21 6.50 6.20 32.33 455.07 454.89 33.2 0,0054 30 0,010 39.37 8,02 4.14 Junction Structure 474.23 19.16 159 197 196 0,12 0.88 0.11 0.11 5.00 6.67 0.70 474.25 473.80 88.6 0.0051 15 0.010 6.00 4.89 18.12 4 79.19 4.94 197 YD1 196 0.17 0.35 0.06 0.06 5.00 6.67 0.40 474.00 473.80 2.7 0.0741 8 0.010 4.29 12.28 0.22 479.20 5,20 YD1 196 195 0.07 0.90 0.06 0.23 5.30 6.57 1,50 472.70 472.12 114.6 0.0051 15 0.010 5.99 4.88 23.48 479.19 6.49 196 195 194 0.17 0.63 0.11 0.34 5.69 6.44 2.16 472,02 471.65 72.5 0.0051 15 0.010 6.02 4.90 14.79 479.19 7.17 195 194 193 0.18 0.66 0.12 0.45 5.94 6.37 2.89 471.55 470.18 193.5 0.0071 15 0.010 7.09 5.77 33.52 479.19 7.64 194 193 192 3.09 0.85 2.63 3.08 6.50 6.20 19.11 470.08 469.09 137.8 0.0072 30 0.010 45.32 9.23 14.93 477.39 7.31 193 192 191 0.90 0.80 0.72 3.80 6.75 6.13 23.31 468.99 468.03 125.7 0.0076 30 0.010 46.72 9.52 13.21 476.61 7.62 192 191.1 191 0.73 0.80 0.58 0.58 5.00 6.67 3.89 471.50 471.38 21.9 0.0055 15 0.010 6.23 5.08 4.31 1 476.00 4.50 191.1 191 190 0.00 0.00 0.00 4.38 6.97 6.07 26.63 467.93 467.00 123.4 0.0075 30 0.010 46.42 9.46 13.05 Junction Structure 476.64 8.71 191 190 158 0.30 0.81 1 0.24 4.63 7.18 6,02 27.84 466.90 466.33 75.1 0.0076 30 0.010 1 46.58 9.49 7.91 474,85 7,95 190 10 +00 10 +50 PROFILE E VIEW • NEW STORM 8.1 O ZOUND 2 REVISED CALCULATIONS PER STORM DRAIN REVISIONS SAR 2- 6- 14�AL'II I OF O� �Cf H � 'F t �o. 12 s w x,�5 9 - / O N A L ' .� w � ENGINEERS SURVEYORS PLANNERS ASSOCIATES PO Box 4119 3040 Avemore Square Pi. Pynchbrg,VA 4502 Chone�43le,VA2911 www.wwassociates•Det DESIGNED DB. PROJECT: STONEFI ELD BLOCKS F 8c G FINAL SITE PLAN ALBEMARLE COUNTY, VA SET REV. NO. 3 DRAWN BY: REG/Ta DRAWING NUMBER: C -22 TITLE: STORM DRAIN CALCULATIONS DIHR BY: HFW SHEET NUMBER: 22 of 36 WWA NUMBER: 213042.04 FILE NAME: 304204C_SWM -2. dwq DISCIPLINE. CIVIL CAL E. V. NIA 60' DATE: 11 /7/ 13 N0. SHEET REVISION BY DATE N0. SHEET REVISION BY DATE I� • a I > I I I I I i m I I I I• TI 10 +00 10 +50 PROFILE E VIEW • NEW STORM 8.1 O ZOUND 2 REVISED CALCULATIONS PER STORM DRAIN REVISIONS SAR 2- 6- 14�AL'II I OF O� �Cf H � 'F t �o. 12 s w x,�5 9 - / O N A L ' .� w � ENGINEERS SURVEYORS PLANNERS ASSOCIATES PO Box 4119 3040 Avemore Square Pi. Pynchbrg,VA 4502 Chone�43le,VA2911 www.wwassociates•Det DESIGNED DB. PROJECT: STONEFI ELD BLOCKS F 8c G FINAL SITE PLAN ALBEMARLE COUNTY, VA SET REV. NO. 3 DRAWN BY: REG/Ta DRAWING NUMBER: C -22 TITLE: STORM DRAIN CALCULATIONS DIHR BY: HFW SHEET NUMBER: 22 of 36 WWA NUMBER: 213042.04 FILE NAME: 304204C_SWM -2. dwq DISCIPLINE. CIVIL CAL E. V. NIA 60' DATE: 11 /7/ 13 N0. SHEET REVISION BY DATE N0. SHEET REVISION BY DATE vh 3 M 1 3 N 0 1* 0 M i c v n. cq a� cn 'v �i 0 0 N O V N O U m c 0 v c m W N O N s 3 4 I �I N O i C O a m Cn 'o 0 N M N i 0 U 0 U _v m c 0 W N E FILTERRA CURB INLET PLAN ViEW STANDARD TRANSITION FROM REMOVED CURB AND STANDARD TO (52.01 GUTTER DEPRESSED 31.21 LBS (TYP) GUTTER (TYP) POLLUTANT LOAD REMOVED SLOPE ----7' - �� FILTERRA THROAT GUTTER LBS = 52.31 LBS FLOW GUTTER 1.71 LBS FLOW DEPRESSED GUTTER AT FILTERRA THROAT OPENING (TYP) FLOWLiNE ELEV W LBS ELEVATION VIEW ELEV 'A' MUST BE HIGHER THAN ELEV 'B' INLET THROATI i BYPASS CURB INLET FLOWLiNE ELEV'W INTERLOCKING FILTERRA UNiT STORM JOINT (TYP) I STRUCTURE ER 4. , t a• ' � � --..- a. a ti ourLEr PIPE 0 t N � y.• '.i (BY OTHERS) CONNECT y To STORM DRAIN Z .r •a T . EFFLUENT PERFORATED INVERT out STOR ,PATER UNDERORAIN SYSTEM (3' -a "! STRUCTURE BY AMERICAST EFFLUENT IN (MUST BE LOWER) CROSS SECTION MODIFICATIONS OF DRAWINGS ARE ONLY PERMITTED BY WRITTEN AUTHORIZATION FROM FILTERRA DATE: 07- -07 -06 DWG: FLP -2 Q L!!%GILLIl1 ULr L°J Lid FILTERRAS TYPICAL FLOWLINE��f�P�' Cigryrlgrn U 2W7 by,lnnri" AND OULET PIPE RELATIONSHIP U U US PAi 6,277,274 - AND 8,589.321 STORMWATER NARRATIVE STORMWATER DETENTION FOR THE IMPROVEMENTS PROPOSED WITH THIS SITE PLAN WILL BE PROVIDED BY THE PERMANENT NORTH SWM FACILITY. DETAILS FOR THE FACILITY ARE PROVIDED ON THE ALBEMARLE PLACE STORMWATER MANAGEMENT PLAN AMENDMENT NO.3, WPO# 2010 - 00023. STORMWATER QUALITY FOR THE IMPROVEMENTS PROPOSED WITH THIS SITE PLAN WILL BE PROVIDED BY THE STORMFILTER AND VORTECHS UNITS TO BE CONSTRUCTED AS PART OF THE ALBEMARLE PLACE STORMWATER MANAGEMENT PLAN AMENDMENT NO.3, WPO# 2010 - 00023, AND THE FILTERRAS PROPOSED AS PART OF THIS PLAN. THE STORMFILTER AND VORTECHS UNITS PROVIDE A POLLUTANT REMOVAL RATE OF 60 %. THE FILTERRAS PROVIDE A PORLLUTANT REMOVAL RATE OF 74 %. THE REQUIRED POLLUTANT REMOVAL RATE IS 72% FOR BLOCK F AND 25% FOR BLOCK G. (PLEASE REFER TO BMP COMPUTATIONS USING THE SIMPLE METHOD WORKSHEET PROVIDED ON THIS DRAWING.) THE FILTERRAS SHOWN FOR BLOCK F SHALL BE INSTALLED AS PART OF THIS PLAN AND WILL PROVIDE THE REMAINING WATER QUALITY NECESSARY FOR THAT PORTION OF THE STONEFIELD TOWNCENTER DEVELOPMENT. THE STORMFILTER AND VORTECHS UNITS INSTALLED AS PART OF THE PERMANENT NORTH SWM FACILITY PROVIDE THE REQUIRED POLLUTANT REMOVAL FOR BLOCK G AS SHOWN ON THESE PLANS. ADDITIONAL MEASURES MAY BE REQUIRED FOR BLOCK G AS IT IS FURTHER DEVELOPED AND WILL BE SHOWN AS PART OF ANY FUTURE SITE PLANS FOR BLOCK G. FOR THE PURPOSE OF CALCULATING THE POLLUTANT REMOVAL PROVIDED THE SITE HAS BEEN DIVIDED INTO TWO SEPARATE DRAINAGE AREAS. POLLUTANT REMOVAL CALCULATIONS FOR BLOCK F REFERENCE SIMPLE METHOD WORKSHEETS ON THIS DWG AND THE DRAINAGE AREA MAP ON DWG No. C -20. TOTAL DRAINAGE AREA = 14.53 ACRES TOTAL L(PRE) = 20.52 LBS TOTAL L(POST) = 73.11 LBS TOTAL POLLUTANT REMOVAL REQUIRED = 52.59 LBS DRAINAGE AREA TO FILTERRAS = 5.67 ACRES PERCENTAGE PROJECT AREA TREATED BY FILTERRAS = 39.0% FILTERRA POLLUTANT REMOVAL RATE = 74% STORMFILTER & VORTECHS POLLUTANT REMOVAL RATE = 60% POLLUTANT REMOVED BY FILTERRAS (0.390)(73.11 LBS)(0.74) = 21.10 LBS POLLUTANT LOAD REMAINING = 73.11 - 21.10 = 52.01 LBS POLLUTANT REMOVED BY STORMFILTER & VORTECHS (52.01 LBS)(0.60) = 31.21 LBS TOTAL POLLUTANT LOAD REMOVED 31.21 LBS + 21.10 LBS = 52.31 LBS THERE IS 1.71 LBS OF SURPLUS FROM BLOCKS D & E. 52.31 LBS + 1.71 LBS = 54.02 LBS OF POLLUTANTS REMOVED 54.02 LBS > 52.59 LBS POLLUTANT REMOVAL REQUIREMENTS ARE MET FOR THIS AREA. CROWNED FLUME FLUME - SLOPED PRECAST FILTERRA TOWARDS FILTERRA THROAT TOP SLAB (TYP) % PRECAST i/ FILTERRA FILtERRA THROAT TOP SLAB CURB OPENING (T) THROATFOPENINNG / -a" OPENING 4 ' , r �' s'•. :, CASs -IN -PLACE a [ , • • • •l` • 4. FLUME & GUTTER �- (SLOPED TOWARD PRECAST - I DOWEL FILTERRA THROAT) } FILTERRA -/ -�> v CAST -IN -PLACE ., (TYP) 3: , , DOWEL BOX WALL FLUME & GUTTER PRECAST (rYP) (CROWNED AND SLOPED FILTERRA TOWARD FILTERRA THROATS) BOX WALL SECTIONS VIEWS OF FILTERRA IN TYPICAL FLUME APPLICATIONS SEE BELOW FOR DETAILS NOT SHOWN STANDARD 90' NOSING (OTHER NOSING AVAILABLE UPON REQUEST) ' PRECAST j'' '. .• .• , .� "�•,';a .a...;: TOP SLAB 4 -6" CLEAR THROAT OPENING ,' 4 a. 4 e. v ' i•'' 4 . 4°. 4.4-' . 4• _44 a ° a q 4 4 a °4 . 4. 4 I 4 .'r CAST-IN-PLACE a DEPRESSED GUTTER 4• 4. AND THROAT OPENING ° 4 8Y CONTRACTOR THROAT PROTECTION DEVICE ' i t 00 NOT REMOVE - LEAVE 4 DO WEL BARS O i 2 D.C. 0 BY AMERICAST a: • • 4 ; ' is • *• + IN PLACE UNTIL SITE IS TO BE BENT AS NECESSARY BY CONTRACTOR `1 •::' PRIOR TO INSTALLATION OF FIELD POURED GUTTER STABILIZED AND FILTERRA t 1 .'' `; S ACTIVATED 13 rU.+ PRECAST BOX WALL ' IMPORTANT FILTERRA FLUWLINE MUST BE AT A NIGHER SECTION VIEW ELEVATION THAN BYPASS STANDARD FILTERRA THROAT OPENING FLOWLIN£OTHERP INLET OR MODIFICATIONS OF DRAWINGS ARE ONLY PERMITTED BY WRITTEN AUTHORIZATION FROM FILTERRA DRAWING AVAILABLE IN TIFF FILE FORMAT. DATE: 02 -27 -06 DWG: CGT -4 6) L11YLlLSUU a�G-L LJ U® FILTERRAO THROAT OPENING Me��' AND GUTTER OR FLUME DETAIL Cupyriyhl U 2U0J by AnKiiv W US PAT 6,277,274 AND 4,569,32! POLLUTANT REMOVAL CALCULATIONS FOR BLOCK G REFERENCE SIMPLE METHOD WORKSHEETS ON THIS DWG AND THE DRAINAGE AREA MAP ON DWG No. C -20. TOTAL DRAINAGE AREA = 6.17 ACRES TOTAL L(PRE) = 8.71 LBS TOTAL L(POST) = 11.65 LBS TOTAL POLLUTANT REMOVAL REQUIRED = 2.93 LBS STORMFILTER & VORTECHS POLLUTANT REMOVAL RATE = 60% POLLUTANT REMOVED BY STORMFILTER & VORTECHS (11.65 LBS)(0.60) = 6.99 LBS 6.99 LBS - 2.93 LBS = 4.06 LBS THERE IS A 4.06 LBS SURPLUS FOR BLOCK G AS SHOWN. ADDITIONAL MEASURES MAY BE REQUIRED FOR BLOCK G AS IT IS FURTHER DEVELOPED AND WILL BE SHOWN AS PART OF ANY FUTURE SITE PLANS FOR BLOCK G. FILTERRAS FILTERRAS TO BE STANDARD CONFIGURATION WITH RECESSED TOP SLAB. SEE TYPICAL DETAILS AND FILTERRA SCHEDULE ON THIS SHEET. D" n' = -n- _ B,. I - -- � S -------- - - - - -- • I ~1 I �� -,� a (�Y UIHFJi) I sDR -31.4 r';.' COUPJNG J CAST 14TO PRECAST BOX WALL BY AMERICAS- (OUTLET PIPE .CCATION VARIES) 1 _--- -------------- - --T', r- + --CURB (BY OTHERS) to � PLAN VIEW TREE FRAME 6s GRATE _ CAST IN TOO SLAB I PLANT AS SUPOLIED CI FANOUT GOVFR , BY AMERIC,1ST GALVANIZEC CAS- IN TOP SLAB 1 (NOT SHOWN f ANGLC NOSNG I TOP SLAB , I f C.:RD AND GUTTER NTERLO�;KING I i (BY OTHERS) STREET r ' DOWEL BARS a '> 12" C.C, 1 I JNDn1CMN STONE PRCJDCD GY AMERICAST / �� PER :ORATED MULCH OROVIC_D BY r`!3 °_RICrGi -! I UNDERDRAN SYSTEM I BY AMERICAS1 FILLER MEVL4 PROVIDE? BY AMERICA5T J SECTION ASECTION A - DESa3NATION f W TREE GRA-C OUTLET Rv(pre) _ QTY & SIZE PIPE 6 x 6 W -0- W -0' (1) Sx5 4" SDR -a5 PVC MODIFICAT ONS OF DRA'AINCS ARE ONLY IERMITTEC 3Y W" 1TTEN AUTIIr_,ZIZA -ION mom nLT[RRA DRA'AING AVAILABLE IN TIF FILE FORMAT. )AT_: 07 -07 -06 1 0"; FTST -2 �? �� ►'j �►'; �} u� PRECAST FILTERRAO UNIT r�` f ° STANDARD CONFIGURATION CJ �A °��.2 r ran -em :r. Nor ny : Am ,.. L ANn 18,10,3214 29 Short Version BMP Computations For Worksheets 2 - 6 Short Version BMP Computations For Worksheets 2 - 6 Albemarle County Water Protection Ordinance: Modified Simple Method Albemarle County Water Protection Ordinance: Modified Simple Method Plan: Stonefield Blocks F and G FSP Water Resources Area: Plan: Stonefield Blocks F and G FSP Water Resources Area: Preparer: SAR _ i Date: 9 -20 -13 _ _ Preparer: SAR Date: 9 -20 -13 Project Drainage Area Designation Costco site Project Drainage Area Designation Block G --- L storm pollutant export in pounds, L = [P(Pj)Rtd12 ] [ C(A)2.72 ] L storm pollutant export in pounds, L = [P(Pj)RV12 ) [ C(A)2.72 ] Rv mean runoff coefficient, Rv = 0.05 + 0.009(1) Rv mean runoff coefficient, Rv = 0.05 + 0.009(1) Pi small storm correction factor, 0.9 Pi small storm correction factor, 0.9 1 percent imperviousness I percent imperviousness P annual precipitation, 43" in Albemarle P annual precipitation, 43" in Albemarle A project area in acres in subject drainage area, E_A 14.53; A project area in acres in subject drainage area, C pollutant concentration, mg /I or ppm target phosphorus C pollutant concentration, mg /1 or ppm target phosphorus f factor applied to RR f factor applied to RR V required treatment volume in cy, 0.5" over imperv. area = A(1)43560(0.5/12)/27 V required treatment volume in cy, 0.5" over imperv. area = A(1)43560(0.5/12)/27 RR required removal , L(post) - f x L(pre) RR required removal , L(post) - f x L(pre) %RR removal efficiency , RR100 /L(post) ° /d2R removal efficiency , RR100 /L(post) Impervious Cover Computation (values In feet & square feet) Impervious Cover Computation (values in feet & square feet) _ Item Item - - pre - development Area post - development A r ea p r e- development Area post-development Area Paved Length Width subtotal Length Width subtotal Paved Length Width subtotal Length Width subtotal - - - -j �- __- _< � 3: =Roadways; Driveways Length Width no.� subtotal Length Width no. subtotal Driveways Length Width no subtotal Length Width no subtotal - and walks � {• -•� � and walks [r�^�T� -'• -I ` E7= F. !_ r, Parking Lots Area 1 Area 2 Area 3 Area 4 Area 1 Area 2 Area 3 Area 4 Parking Lots Area 1 Area 2 Area 3 Area 4 Area 1 Area 2 Area 3 Area 4 �m �;D70 r' D _ subtotal ravel -areas Area 1 Area 2 subtotal Area 1 Area 2 subtotal Gravel s Area 1 Area 2 subtotal Area 1 Area 2 subt to G Tea _ areas Area x0.70- x0.70- _ ]... x 0.70 - Structures Area no. subtotal I Area no. Structures Area no. subtotal Area no. i 77 F�777 r,,77777 - 1 1 t -V, _ _ I Actively- grazed pasture & Area Area ( Actively - grazed pasture & Area Area yards and cultivated turf _ x 0.08 = �x 0.08 = _ yards and cultivated turf _ x 0.08 fActive crop land Area I Area Active crop land Area Area �x 0.25 = F , , 1x0 1 25 = - - Other Impervious Areas Area 1 Area 2 Area 3 w Area 1 Area 2 Area 3 Other Impervious Areas Area 1 Area 2 Area 3 Area 1 Area 2 Area 3 <; 541,208 p =: 76,880 76,880" 208 r Impervious Cover 00/0 85.5% Impervious Cover 0% -- 28.6 %1 I(pre) I(post) '(pre) '(post) Rv(p sto ) I- V Rv(post) -V- 0.82 835.2 0.31 118.6 New Develooment IFor Develooment Areas. existina Impervious cover <= 20 %) New Development (For Development Areas. existina Imoervious cover <= 20 %) C f 1 (pre)* Rv(pre) L(pre) L(post) RR %RR� Area Type .� 0.40 ( If I (pre)* Rv(pre) L(pre) L(post) RR %RR Area Type 226.1 t 0 035 777fW 777TW 20% 0% 0.23 005 20.52 2.23 73.11 36.55 52.59 34.32. ..X 72% Development Area 9A /o DnnkmgWaterWatersheds 477.92 F 0,70 1.00 •,0.35 .,1..00 772W 6.23 0% 0.05 8.71 0.95 11.65 5.82_ 2.93 4.88 25 % Development Area 84fo DnnkingWater Watersheds 477.84 0.40 1.00 1% 0 3.01 41.77 38 77 93% Other Rural Land 473.00 0.40 1,.00 s i 1 %4 -0� 0.06 1.28 6.65 5.38 81 %0 Other Rural Land J 472.10 • min, values Radavainnmant IFor Davalpnmant Areas axistino imnarvious cover> 20 0/.1 i C i� f ( I (pro)* Rv(pre) L(pre) L(post) RR % RR_ Area Type 0 70 0 90 20 %� 0.23 20.52 2.23 73.11 I 54.64 75% Development Area 36.55 34.66 0-/. Drinking Water Watersheds .� 0.40 .. 0.85 z_+ :" 1 %I 0.06 _ �� 3.01 41.77 39.22 . „, 94 °k Other Rural Land ;. Filterra Schedule Structure Number Size (ID ft) Filterra TC Filterra INV OUT Bypass Str INV IN PVC Outfall (in.) Recessed Top 226.2 12 X6 477.09 473.26 471.70 6 Yes 226.1 8 X 4 477.01 473.34 471.70 4 Yes 225.1 8 X 6 477.92 474.25 472.30 4 Yes 221.3 6 X 6 477.84 474.17 472.00 4 Yes 220.1 6 X 4 478.19 474.52 473.00 4 Yes 219.1 8 X 4 476.80 473.13 472.10 4 Yes 217.1 8 X 6 472.99 469.32 467.90 4 Yes 215.1 12 X6 474.09 470.26 468.00 6 Yes 206.1 8 X 4 472.37 468.70 467.00 4 Yes 205.1 10 X 6 472.00 468.17 466.00 6 Yes 204.1 10 X6 471.67 467.84 466.00 6 Yes 203,1 8 X 4 472.14 468.47 466.00 4 Yes 201.1 8 X 6 476.13 472.46 470.50 4 Yes 192.1 4 X 8 477.70 474.03 470.00 4 Yes 191.2 6 X 8 477.56 473.89 471.60 4 Yes 190.1 6 X 8 475.74 472.07 470.00 4 Yes 158.1 12 X4 474.08 470.41 468.00 4 Yes 20 rev. 30 May 2002 JMK 0 s Standard Plan Note fifirra" Filterra � ConCruction & Installation A. Etch unit shall be constructed at die locutions and elevations according to the sizes shown on the approved drawings. Airy madiftcations to the elevation or location shall be at the direction of and approved by the L•ngineer, R. If the Filtera` is stored before installation, file toli slab mwsl be planed on the hox using the 2x4 wood provided. to prevent tmy contaminatinn "Tom the site. All internal fittings supplied (if any), must be left in place as pe:'the delivery. C. The unit shall be placed on a compacted sub -grade with a minimum 6 -itch gravel base mEtching (lie final grade of the curb line in lite. area or ibc unit. The unit Is to be Placed such that the LniL and lop slab match the grade of the curb in Lite area of the unit. Compact undisturbed stab- grade materials Ic 95% of maximum density at -1-1- 2% of optimum moisture. Unsuitable Traterial be -ow sub -arcade shall be replaced to the site cuginecr's approval. D. Outlet Connections shall he ali3ned atld scaled to meet the approved drawings with tnodi lieutiolu recesstry to meet situ conditions and local regulations. E. Once the unit is set. the internal wooden forms and protective mesh cover must be left intact. 1(etnove only tic temporary wooden shipping blocks between the box and top slab. The top lid should be scaled onto the box section before backf illiag, using a uon- shrink grout, butyl rubber or sirtilar waterproof seal, The boards on top of the lid and boards sealed in the tutu's thrOLL rnust NOT he relnowd. Tte Supplier (Arneriaaxi or its authorized dealer) will remove these sections at the time Of activation. Rack-111ing should be performed :n a careful nramier, bringing the appropriate fill material up hi 6" lifts on all sides. Precast sections shall be set in a mai ncr that will result in a watertight joint. In all instances, installation of Filterra" unit shall corform to ASTIVI specification Cri91 "Standard Practice for Installa(IOn of Underground Precast Utility SttucturLN ", unless directed otherwise in contract drcurnenis. F. Curb and gutter construction ('where present) shall ensure that the flow -line of the Fihcrra" units is at it greater elevation than the flow -line of the bypass structure or relief (drop inlet, curb cut or similar). FaLure to comply with this guideline may cause failure aniYor dautage to the Fihcn'ar' cay.ronmental device. Ci. Each FiltelriP unit must receive adequate irrigation to ensure survival of the living system during periods of drier weather. This may be achieved through a piped system, gutter flow or through the tree grata. avo <rr w'i1`11',lilferra.co tit " man. values Redevelopment (For Develooment Areas. exisNno imnervious cover> 20 0%) C f I (pre) * Rv(pre) L(pre) L(post) RR %RR Area Type 0.70 - 0,90 :20'° 0.23 8.71 11.65 3.80 33% � Development Area .;0.35. 0 0 ,.0. s -.0 0.05 0.95 5.82 5.02 ?8 o ,.., .85 _..:�� 6/ Drinking Water Watersheds nkm ate 9 0.40 0.85 => 106 0.06 1.28 6.65 5 57 84 %o -Other Rural Land rev. 30 May 2002 JMK 0 Activation filterra, A. Activation of the ltil:crra" unit is performed ONLY by the Supplier. Purchaser is responsible, -or Filterra' inlet protection and subsequent elcen out cost. This process Cahoot Conuncnce utui] the Project site is fully stabilized and cleaned (lull landscaping, grass cover, final !raving and street sweeping completes!), negating the chance or construction miteria s contaminating the Filterrls system, Care shall be taken during construction nor to damage !tie protective throat and top p:ates, 13. Activation includes installation of plant(s) and mulch layers as necessary, Included Maintenance A. Each correctly installed Filter a :N. unit is Lo he mahitai ied by the Supplier, or a Supplier approved ccmtraclor fix it minimum period of I year. The cost of this service is to be included in ae price of each Fillerraa,) un't, Extended maintenance cortracts are available at extra cost upon request. B. Arnual included maintenance consists of a intxitmtln of (2) scheduled visit,. The visits arc scheduled seasonally.. the gving visit aims 10 Clean up after winter loads that may include suici and sand". Thu full visit helps the syxlcm by removing uxecxsive leurliltcr. C, Each included Maintenance visit consists of the following tasks, 1. Filtcrr , "•unit .risfiection, 2. Foreign debris, sill, mulch & trash removal 3. Filltr media evaluation and recha-ge as necessary 4, Plant health evaluation and pruning or replacement as necessary 51 Repaceinent of mulch 6. Disposal of all maintenance refuse items 7. Maintenance records updated and stored (reports available upon request) D. The beginning and ending date of Supplier's obligation to maintain the installed System shall be determined by the Supplier at the time the system is ae.ivuted. Qw -ners must promptly notify the Supplier of any damage to the phurt(s), which constitute(::_) an integral pan of the bioretemion technology. 6716710 wtrw,Cllerra.corn zT L�`H �F j DESIGNED BY: PROJECT. SET REV. NO. =„ JDB STONEFIELD BLOCKS F 8e, G 3 O f ENGINEERS DRAWN BY: FINAL SITE PLAN SURVEYORS REG/ia ALBEMARLE COUNTY, VA DRAWING NUMBER: rirLE: PLANNERS STORMWATER MANAGEMENT CALCULATIONS AND DETAILS C -24 lc. o. 12 DIHR BY: �_ w ASSOCIATES HFW o 3 -1 hw SHEET NUMBER: PO Box 411.9 3040 Avemore Square Pl. Lynchburg VA 24502 Charlottesville, VA 22911 WWA NUMBER: FiLE NAME: DISCIPLINE. SCALE. DATE: Phone: 434.316.6080 Phone: 434.984.2700 2 4 o f 3 6 /0 213042.04 304204C_SWM-4.dwg CIVIL H: 1`-60' 11 /7/13 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE NA L WLYW.W1Ya$SUCiale5.11Ci V. NIA 3 I 0 �I N O v O 'v �i O C4 2 N O V a� O V O c O m W N 0 M N CG -12 GENERAL NOTES: 1, THE DETECTABLE 'WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2. 3• SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A -4. `• REQUIRED BARS ARE TO BE NO.5 X U' PLACED 1'CENTER TO CENTER ALONG BOTH SIDE COF OF TH RAMP FLOOR. MID-DEPTH OF RAMP FLOOR, MINIMUM 6• CURB / CURB AND CUTTER SLOPE,, TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 7, �F MAX TYPE A PERPENDICULAR t2�1 M ... :Y:`i• :tit TYPE B PARALLEL -- ` - 12-A MAX 12.1 MAYI� v Ax,;�C.'].710Lr_ eL.eMClr t, Ur A r^U-L.i: I Inns %.nl ve cmr—L, •MIN. l ,Y(� AND USED BY PEDESTRIANS, 5 8. r: RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND 4'1 165' THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS AT X .2" HIGHER THAN PERPENDICULAR TO THE CURB, EDGE OF PAVEMENT AT X X ,SAME AS TOP OF CURB 9- TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNOT ACCOMMODATE THE TURNING R80 UREMENTS OF ANTICIPATED HEAVY TRUCK TYPE C TRUCK TRAFFIC) FOR CONCRETE DEPTH. MERGIAL'ENTRANGE (HEAVY PARALLEL & PERPENDICULAR 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH TRUNCATED DOME to It WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL). . &'-2.4" 4'x 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR „} 6" 2 ;4" CSC INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS, 4'x 4' O O O O O 0 z LANDING AREA MAY INCLUDE THE GUTTER PAN.. 0 0.O 0 O 0 0 0 O 0 0 O - Q O G O O 0 0 0 0 0 0 0-9 - Q 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0o + - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ,0 0 0 0 0!0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5OX -657 OF BASE DIAMETER 000000000000000 mw DIAMETER 4 VARIABLE 4' MINIMUM PAY LIMITS' TRUNCATED DOME DETECTABLE WARNING DETAIL DETAIL VDOT SPECIFICATION ROAD AND BRIDGE STANDARDS CG-12 D E ` E C B L E WARNING SURFACE REFERENCE SHEET 1 QF 5 REVISION DATE (GENERAL NOTES) 105 7Q /09 20345 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 NOTE: CONTRACTOR SHALL PROVIDE GREY HANOVER PRECAST TRUNCATED DOMES FOR HANDICAP RAMPS AND AREAS INDICATED ON PLANS. HALT NOTES: 1. CROSS WALKS SHALL BE CONSTRUCTED WITH VDOT TYPE B CLASS I THERMOPLASTIC MATERIALS IN ACCORDANCE WITH THE VDOT ROAD AND BRIDGE - SPECIFICATIONS. 2. CROSSWALK MATERIAL COLOR SHALL BE WHITE 6" WIDE. PEDESTRAIN CROSSWALK PAVEMENT MARKING DETAIL NOT TO SCALE NO. I SHEET REVISION I BY I DATE I NO. I SHEET REVISION BY ( DATE .w Na, F2257 CG -12 *5 AT BACK OF CURB 20,1 --. A. 8" LONG '7 PERMISSIBLE CONSTRUCTION 5' MIN. ,JOINT , SECTION A -A. SECTION g -g a g {7 p ;n A DOMES 1 OF 5 FOR DETAILS' NOTES- FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE. SEE SHEET 1OF 5, THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE, TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB C1 4 6 rrrrr rrrr 5 7 2 S 8 3 6 9 4 $ 12 5 10 1 15: 6 14 1 15 XV L)OT ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION DATE 203.07 10/09 WITH BUFFER STRIP WITHOUT BUFFER STRIP ICROSSWALK fl L I. CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK REA � WITH BUFFER STRIP ` "c'q05bw" -- %WTH - CROS CG-12 DETECTABLE WARNING SURFACE TYPE' B (PARALLEL) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION 4' WN 5 IAN DIAGONAL, PLACEMENT I SPECIFICATION REFERENCE 105 502 PS -1 NO PROJECTION OF :PIPE ABOVE GROUND LINE TOP OF FILL- TOP OF FILL TOP OF FILL GROUND LINE x - GROUND LINE _ GROUND LINE rrrrrr rrrf rrrrr rrrr T` rrr rr 1 I1 r, rrrr rfr 7EARTIH - r d r _ rrr rr<' OR 0 rROCKK + r b EARTH+ + DING o ° li o BEDDING — ' MATERIAL. MIN. MIN. 1/10 D -. MIN. 1/10 D X D X BEDDING 1/10 D �_x D X BEDDING MATERIAL MATERIAL �' X � p 1/, " PER 1' OF H A. 6 ", MAX. 24" FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE, UNSUITABLE MATERIAL ........ ... .................. . PIPE PROJECTION ABOVE GROUND LINE' MIN. 1.5 x D MIN. 1.5 x D MIH 1.5 x D MIN, 1.5 x D MIN. 1.5 x D MIN. 1.5 x D TOP OF FILL TOP OF FILL' TOP OF FILL rrrrrrF rf rrr T -- (rrrrr. .— -- rrrrrr rrrrr rrrr rrrrrr : = rirrrrr —. rrrrrrrrrrrrr rr- rrrrrrrrrrrf rrrrrrfrrrrrr ffrrrrrrrrrrr — rrrrrr r'rrrrrr = _-= rrrrrr rfrr rrrrr rrrrrr � — ��rf� rfr = ,� F,r��,j' N ` r rr .— rrr rrr N — rrf rr rrrrrr . rr r'rrrrrfrrrr rirrr�*rfrrr = r"rrrrrr'frf rrrr'rrrrrr GROUND L INE r . rrrrrr + --- f rrr GROUND LINE + = ... --'frr $ r—GROUND = r ffrffr LINE EARTH L �r 1t -ROCK OR %f ix MIN. 1/10 D - UNYIELDING 711, MIN. 1/10 D D X BEDDING MATERIAL _ ; SOIL tt PER �- 1' OF H X D X — t t - t - 1 I =, — MIN. 1/10 D BEDDING' EARTH MIN. 8' ", BEDDING MATERIAL MAX; 24" MATERIAL FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL. BEDDING: MATERIAL IN ACCORDANCE WITH NOTES? SECTION 302 OF THE ROAD AND BRIDGE. SPECIFICATi0N5, FOR PLASTIC PIPE, THE LIMITS OF THE CLASS I BACKFILL MATERIAL SHALL BE CLASS I BACKFILL MATERIAL IN ACCORDANCE EXTENDED TO 12" ABOVE THE TOP OF THE PIPE. WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. FOR GENERAL NOTES ON PIPE BEDDING, SEE INSTALLATION OF PIPE CULVERTS AND STORM SEWERS GENERAL NOTES ON SHEET 107.00, REGULAR BACKFILL MATERIAL IN ACCORDANCE r-rrr WITH SECTION 302 OF THE ROAD AND BRIDGE CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN SPECIFICATIONS; AGGREGATE' SIZE 25 AND 26 MAY BE USED IN PLACE OF CLASS I BACKFILL. EMBANKMENT �YD°T INSTALL. OF PIPE CULVERTS AND STORM SEWERS SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS CIRC. PIPE BEDDING AND BACKFILL - METHOD 11 !!''11 All 302 SHEET 1 OF 4 REVISION DATE' VIRGINIA DEPARTMENT OF TRANSPORTATION 303 107-01 ENGINEERS SURVEYORS PLANNERS AsSOCIATES PO Box 4119 3040 Avemore Squ:ue Pl. Lynchburg, VA 24502 Chazlottesville, VA 22911 Phone: 434.316.6080 Phone: 434.984.2700 w w w. w wassoc Cates. net DESIGNED BY. PROJECT: JDB STONEFIELD BLOCKS F & G DRAWN BY. FINAL SITE PLAN REG ALBEMARLE COUNTY, VA TITLE: DIHR BY: DETAILS HFW WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 213042.04 1304204C_DET- -l.dwg CIVIL H: AS SHOWN 1117113 V. N/A SET REV. NO. 3 DRAWING NUMBER: C -25 SHEET NUMBER: 25 of 36 3 W O C.)I O MC', c v (L 4) 'v �L O C O R N O V O O U m c 0 rn m W M N / CG -7 HAND HOLE #8 BARE GROUND WIRE POLE GROUND LUG W /FEMALE 1 /2" x 13 NC THREAD POLE BASE W /LEVELING NUTS & 1 " GROUT (MIN.) NOTE: CONDUIT STUBS 0 POLE BASE IS TO BE ONE ELI. BE INSTALLED TO CONTINUOUS POUR. PORTION OF HEIGHT OF ANCHOR EXPOSED CONC. BASE ABOVE BOLTS PAVEMENT SHALL BE HAND RUBBED #8 BARE SMOOTH. PRE - FABBED CONC. POLE GROUND BASES WILL NOT BE ACCEPTED. (ALL WIRE BASES MUST BE POURED ON SITE). POLE SHAFT POLE BASE WITH 1 " GROUT " ll` CLAMP SUITABLE FOR DIRECT BURIAL GALVANIZED ANCHOR BOLTS II_4 I. & HARDWARE #8 BARE GROUND WIRE CONCRETE BASE 3/4"q) x 10' -0" 2' -0" COPPER CLAD GROUNDING ROD �z q ROUND BASE ELECTRICAL CONDUIT N0. 5 BARS 10 6 #5 BARS WITHIN A 6x6 10 WWF "CAGE" ANCHOR BOLTS / AINTAIN 3" MINIMUM PLAN 6x6 10/10 WWF ('. CONCRETE COVERAGE ON "CAGE" 2' -0" ALL BARS NOTE: SECTION [ARE ONTRACTOR TO TAKE SPECIAL CARE SHAFT CAP, ARMS, BASE FLANGE, O ENSURE CONCRETE POLE BASES CONNECTION, HARDWARE, BOLT ANCHOR BOLTS, LEVELING NUTS, POURED ABSOLUTELY VERTICAL COVERS, HANDHOLE COVER, AND IAND LEVEL. BOLT CIRCLE TEMPLATE SHALL BE GROUND LIGHT POLE PER N.E.C. FURNISHED BY POLE MFGR. NOTE: SITE ELECTRICAL CONTR. TO COORDINATE LOCATION OF EASEMENTS, UNDERGROUND UTILITIES & DRAINAGE BEFORE DRILLING POLE BASES. (TYP.) LIGHT POLE BASE DETAILS NOT TO SCALE NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3, COMBINATION CURB & GUTTER HAVING A RADIUS OF 360 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB GUTTER. 4. FOR USE WITH STABILIZED OPEN- GRADED DRAINAGE .LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO.THE DEPTH OF THE PAVEMENT... 5. ALLOWABLE CRITERIA FOR THE USE OF CG -7 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL IN THE SECTION ON URBAN GS STANDARDS, 6, WHEN THIS STANDARD IS TO BE TIED INTO 'EXISTING BARRIER CURB, THE TRANSITION IS TO BE MADE WITHIN 10 OR THE CHANGE IN STANDARDS CAN BE MADE AT REGULAR OPENINGS, 7. WHEN COMBINATION MOUNTABLE CURB AND GUTTER IS USED,THE STANDARD ENTRANCE GUTTERS OR STANDARD CONNECTION FOR STREET INTERSECTIONS ARE TO HAVE THE MOUNTABLE CURB CONFIGURATION INCORPORATED:. CONTINUOUS #5 REBAR Q n Q A A A b D 1> THE ::BOTTOM OF THE CURB AND THIS AREA MAY BE CONCRETE AT 7" 2' -0" GUTTER MAY BE CONSTRUCTED 0. PARALLEL TO THE SLOPE OF THE OPTION OF THE CONTRACTOR SUBBASE COURSES PROVIDED A MIN. DEPTH OFT IS MAINTAINED XVDO r SPECIFICATION ROAD AND BRIDGE STANDARDS COMBINATION 4" CURB AND GUTTER REFERENCE SHEET 1 OF 1 REVISION DATE 105 201.04 VIRGINIA DEPARTMENT OF TRANSPORTATION 502. 2 I REVISED LIGHT POLE BASE DETAIL AND ADDED CG -7 DETAILS i N0. I SHEET REVISION RU 1 2 -6 -14 1.5" SM-9.5A ASPHALT JV Wffmff 'A �_7%4 6%, VNE111 �a 0" VDOT 21B 4,&4�,Ncc PAVE OVER PRIME AT 0.4 GA /SY PAVE OVER PRIME AT 0.1 GA /SY - APPROVED SUBGRADE LIGHT DUTY PARKING LOT AND ALLEY PAVEMENT SECTION DETAIL NOT TO SCALE NOTES*# 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST.. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAD FOR AS RADIAL CURB. 4, THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE, THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. CG -2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG -6 AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, IN THE SECTION ON GS URBAN STANDARDS. 4" �2" RADIUS R11 g I> > P D . SURFS ir) eA • aA �A • o •; • D.p D.o • D. BASE .° • 11.° >A A ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SPECIFICATION REFERENCE 105 502 1.5" SM-9.5A ASPHALT 14LX 4 6ioN� 0 00" VDOT021 B 0 c ��jy c cr PAVE OVER PRIME AT 0.4 GA /SY PAVE OVER PRIME AT 0.1 GA /SY - APPROVED SUBGRADE HEAVY DUTY PARKING LOT AND ALLEY PAVEMENT SECTION DETAIL NOT TO SCALE STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION DUMMY JOINT WITH JOINT FILLER Z -6• 6' CONCRETE SLAB ASPHALT y SLOB -- - r J 4" 2•. R 4 Pa' A #4 BARS CONTINUOUS FINAL SITE PLAN o , _ TOP AND Fb N ° ° P P BOTTOM o i a TITLE: DETAILS o z SURFACE DIHR BY: HFW SHEET NUMBER: P ° Box Lynchburg, VA 24502 Chulottesvitte, vA 22911 ,VA2 3040 avenroreVA2291 WWA NUMBER: FILE NAME. DISCIPLINE: SCALE. DATE: Phone; 434.316.6080 Phone: 434.984.2700 www.wwassociates.net 213042.04 304204C_DET- -2.dwg CIVIL BASE 11 17113 D•o o ° D 1> > SUBBASE SUBBASE' STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION DUMMY JOINT WITH JOINT FILLER Z -6• 6' CONCRETE SLAB ASPHALT y SLOB -- - r J L-9 NOTE: REBAR SHOWN IS NOT REQUIRED ALONG ACCESS ROADS I I + 1_ #4 AT 18" ON CENTER CONTINUOUS (2) #4 FACE OF CURB' ;- (BEYOND) FLUSH CURBAT PAVEMENT SHEET REVISION 8.0" PORTLAND CEMENT CONCRETE HEAVY DUTY CONCRETE PAVEMENT SECTION DETAIL NOT TO SCALE CG -2 -VDOT SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 105. 201.01 502 CONTINUOUS #5 REBAR • UNLESS OTHERWISE NOTED ON PLANS • SLOPE • OTHERWISE NOTED ON PLANS •X• •Y • �Y �iX i!Y�! L �y!• y! ��!• ;X�!`T�.iX��!Y `Ti`T- y!X,>!• ;s! �!- �!- �a!Z COMPACTED ''� D• • OR : AGGREGATE SIDEWALK DETAIL NOT TO SCALE NOTES: 1. TO BE POURED VDOT CLASS A3 GENERAL CONCRETE. 2. DISTANCE BETWEEN SCORE LINE NOT TO EXCEED 5' IN LONGITUDINAL DIRECTION. 2" R CONTINUOUS #5 REBAR F0 A P o a a o o D 6 4 A O 2' -0" -THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR CG -6 NOTES' 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE, 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER, 4. FOR USE WITH STABILIZED OPEN- GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB & GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT, 5. ALLOWABLE CRITERIA FOR THE USE OF CG -6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS. COMBINATION 6" CURB AND GUTTER VIRGINIA DEPARTMENT OF TRANSPORTATION THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. XVDO-I- ROAD AND BRIDGE STANDARDS' REVISION DATE I SHEET 1 OF 1 201.03 �V v �JDB 4 4 i - FINAL SITE PLAN 3 onSURVEYORS DRAWN BY: REG ALBEMARLE COUNTY, VA DRAWING NUMBER: TITLE: DETAILS PLANNERS AsSOCIATES C -26 L-9 NOTE: REBAR SHOWN IS NOT REQUIRED ALONG ACCESS ROADS I I + 1_ #4 AT 18" ON CENTER CONTINUOUS (2) #4 FACE OF CURB' ;- (BEYOND) FLUSH CURBAT PAVEMENT SHEET REVISION 8.0" PORTLAND CEMENT CONCRETE HEAVY DUTY CONCRETE PAVEMENT SECTION DETAIL NOT TO SCALE CG -2 -VDOT SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 105. 201.01 502 CONTINUOUS #5 REBAR • UNLESS OTHERWISE NOTED ON PLANS • SLOPE • OTHERWISE NOTED ON PLANS •X• •Y • �Y �iX i!Y�! L �y!• y! ��!• ;X�!`T�.iX��!Y `Ti`T- y!X,>!• ;s! �!- �!- �a!Z COMPACTED ''� D• • OR : AGGREGATE SIDEWALK DETAIL NOT TO SCALE NOTES: 1. TO BE POURED VDOT CLASS A3 GENERAL CONCRETE. 2. DISTANCE BETWEEN SCORE LINE NOT TO EXCEED 5' IN LONGITUDINAL DIRECTION. 2" R CONTINUOUS #5 REBAR F0 A P o a a o o D 6 4 A O 2' -0" -THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR CG -6 NOTES' 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE, 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER, 4. FOR USE WITH STABILIZED OPEN- GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB & GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT, 5. ALLOWABLE CRITERIA FOR THE USE OF CG -6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS. COMBINATION 6" CURB AND GUTTER VIRGINIA DEPARTMENT OF TRANSPORTATION THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. XVDO-I- ROAD AND BRIDGE STANDARDS' REVISION DATE I SHEET 1 OF 1 201.03 �V v �JDB V �v STONEFIELD BLOCKS F & G � v W_ ENGINEERS FINAL SITE PLAN 3 onSURVEYORS DRAWN BY: REG ALBEMARLE COUNTY, VA DRAWING NUMBER: TITLE: DETAILS PLANNERS AsSOCIATES C -26 DIHR BY: HFW SHEET NUMBER: P ° Box Lynchburg, VA 24502 Chulottesvitte, vA 22911 ,VA2 3040 avenroreVA2291 WWA NUMBER: FILE NAME. DISCIPLINE: SCALE. DATE: Phone; 434.316.6080 Phone: 434.984.2700 www.wwassociates.net 213042.04 304204C_DET- -2.dwg CIVIL H: AS SHOWN V. N/A 11 17113 26 of 36 UUI cl, cn O w 04 z 45- -2 L 4 k4 -5 MaX PLUG 4 X FOR ALL BENDS F( 'NYE FITTINGS WIDEN TRENCH TO AC 04�MitOCYAT E ANCHOR IF N 45 REQUIRED. rctm M BEDDING ASI� REQUIRED --k PLU(5 ff fr ,4 5 MIN SECTION 'I -I SECTION 2-2 --- - ------ PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VCJL, SIZE OF (FEET) CO.YD, {FEET B E NQ .w:., L - HT-, T L H 25� �67 31 01 6', 24 4" g 4 5 2.00 2.25 2_60 2.00 'x;25 2 5,0 0 1-5 22 1/2 1. 5 0 2.00 2,52 n-- o 11 L14 1.'50 2.00 2150 0,, 1 Q 90 3.66 3.1 ej 3-21 0,4118 45 2.x.5' 2.6& 2,7?` o.-26 2 112 11.66 2.1 C, 2. 6 0,.-.13 -3.16 2.91 2.66 o 3,2 Il 1/4 t"56 2 16, 1 2,6 0 1 3 .... .... ........ ........... . .. go 4,83 3a3 3,42 a 83 1 12 45 3 2.95 0.43 3.93 4.00 2.83 0.52 b, _33 22 1/2 2.33 2_58 6 0. 24 1 1/4 1_83, 2 �13 3 2_84 0. i8 ------ - --- - -- ------ -------- - --- I. THRUST BLQCK'S ARE REQUIRED:WH I ENEVER THE. PIPELINE CHANGES DIRECTION, CHA4 SIZE, DEAD EI�DS AND AT VALVEi. 2. -.0 I SE', 2500 P.S,k- CONCRETE, 3. NO CONCRETE SHALL BE POURED Oi-�i A10' PART OF THE J(DINT, 4. THE CONSU I LTI - NG ENGINEER SHALL BE, RESPONSIBLE TO THE VERIFY THE, TYPE A SIZE ALL THRUST BLDC�KS- CON.C-RETE T,HRUST BLOCKS (11TS5, FIG: W - 3 TD-3 NOTE.-. HYDRANT MUST BE EQUIPPM WITH CHARLOTTES- viLLE THREAD� kVHfCH IS THE L CAL STANDARD. LENGTH OF BRA,NCHI VARIES 2' TO 10' % 7 -VALVE BOX' CU., FT. 68K, STAN 7�\ -5 GATE 'A - VALVE 8" X 61 TEE jj BASE,AND TH US BLOCK. AGAINS UNDISTURBED ST. 8 1, SOIL, STEEL PILE .3/,1* THREADED RODS TO WHEN THE SOIL 15 DISTURBED OR WHE N I IAIN IN ALL INSTALLATION.S.. A HYDIIANT 15. LOICATED IN A FILL, ANCHOR ROD'S SIHALL 2E.GALVANIZ5E) THE VALVE TO THE HYDRANF WITH ;2 - 3-/,4' OR ASPHAL T COATED THREADED; ROD5 IN ADDITION TO PiPURING CONCRETE, IF NECESSARY, A STEEL PILE, S HALL BE USED AS ADDITIONAL SUPPORT NOTE 1 I. SURRQUND WEEP HOLES -GRAVEL AND KEEP FREE OF CONCRETE, 2. NIAINTAIM1 1, A 3' Mill'I COVER'FR134 I I THE N1 I AIN TO THE FIRE HYDRANT INCLUDING DITCHES 3. FINISHED GRADE SHALL $LOPE AWA`1 FR✓NI T4 FIRE HYURAN'T AND 'VA LV E 90X':' 4. THE GATE_ VALVE IS ALLCWED IN ISHOULDER OF., BEHIND THE r/ITCH,, IT IS, NOT F ALLQroNED IN THE DITCH. 5. FIRE HYDRA14TS.'.S HALL BE iM1t,s'TALLED. AT LOCATfONs WHERE. WEEP HOLES ARE ABOVE THE I PREVAl . LING4 CROUNDINATER ELEVATION, IF UQUIRED�TO BE IN WET AREAS, THE, WEE , P HOLES SHALL BE PLUCGED AND THE HYDRANT SHALL BE PUMP I ED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL NET,S.. TD - 7 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 24 1A I N 24 "iM IN INITIAL BCKFIL 81 8' A $ 8" MIN MIN, 6" BEDDING 468 STONE STABLE SOIL ROC K SCRAPE THE BOTTOM OF THE TRENCH,, REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF 968 STONE, FOUNDATION IN POOR SOIL UNDER - CUT CONDITION 4'Mlty INITIAL BACKFILE UNSTABLE 8 4 PA N F3 SOIL -__� �11N MIN MIN M IN # 6 TONE 8 S 22;GRANULAR FILL AS APPROVED BY' ACSA NO 'ST A. B L`r SUI'L OR ROCN SIABLE SOIL OR Roc NOTE : 1. N( .) ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKHLL. 3,T HE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH, 5. BELL: HOLES SHALL BE DUG OUT IN ALL CASES, DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NT$ FIG. W-2 TD-2 PLACE 5' GALVA1,117ED * WITNESS " POST WITH CAPPED, ENDS PAINTED BLUE IN REMOTE A - REAS AS DIRECTED. hAARKERJOCATb(,i i,1AY BE SUB,JEC t TO HIGHWAY DEPARTNIENT A•PROVAL: FINI.S,HED GRADE ADJUSTABLE VALVE BOX 10 LID z tj z NEJ., GATE VALVE WATER LINE 2560 P.S.I. COI',ICRETE 4 N 2'X 2� BEA ,It CiAREA, THRUST BLbci 4, 4 NOTE 111 REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (5) INCHES ABOVE S-aRAI TYPICAL GATE VALVE NTS FIG, W_ 5 M- 8 FINISHED GRADE BROYIE NZE GATE YAL i� NOTES: 1) A P'RECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WATERLINE!3 15.MALLER THAN ,12" USE A 1" A.R.V. AND FITTING5, FOR WATER LINES 12" AND LARGER USE .2" A,R,V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R,.'V' ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION -SHALL BE INSTALLED SO THE- WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. 3HED STONE AIR, RELEASE VALVE (ARA NTS FIG, W-9 I* COMPRES�ION A V4' MALE PIPE CVUPLING� ort Apmovto EQu.4L. FRAME & COVER- (SEE STREET suukcE OR NON -'PAVED AREA SLOPED A R E Al-"i 11:O` MAX I' TYPE K*_1 FOR USE VA ATFACHF12 SIH�;LE PAMILY A DUAL IiESID_11.`FIAL ANU IRI'•3tGAFOPI SUiVILEFS- c --A= FI'r(CQS DU I AL SERVICE I' COMN MIMI x 3l4' MALE PIPTI r-OUPLINIG OR r;VPROVe0 E;2JAL I' rYPE 'K, go PQR Ci4 UEFACHEQ --WIISLE PAMILY ,vttrfm r',pj Inkr ":Arpfl MO7 ki"1 IS *ov p'loy"o-m SINGLE SERVICE II, 5ADULES Si"ALLL rsk LjS-,Eu ON nvc- PIPE. I T 48 IRON LID F_ � ND 11�f H/4 BEeQ uM.1. RUBREFL COATED. STEEL I -1 Oil MIN STEPS CAST IN PLA CE 3 PRE,,"AST R,EINF,0RCED C 0 , NCRETE SECTIONS a it, RIN6 _SEALS 16' MAX M►NIMLIM ELEVAT[gN DIFFERENCE ACRO,rS;S M.H.5' 4,_01, FROM INLET TO QUTLET - SHALL BE 0,20 FEET. F_ 4 f-()NCRET' VARIES DEP'TH OF FLOW CHANNEL TO BE 3/4 LEI ANIEtER, (-')F CONTRIB-LIT11,4IG SEWER; A FILLETED INVERT FOR A SMOOT TRANSITION OF FLOW BETWEEN INLET & OUTLET PIRE SH ALL P ROVIEDE,D, MIN, 6" BEDDING N TE_ W1 NO: 68 STONE 1,, BEDDING THICKNESS REQUIREMENT SHOWN, IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT F<J-F+i.E 'SOIL CoNDITIQNs 2, THE CONSULTANT W111_. DETERMINE WHETHER MANHOLES, SHALL HAVE EYTENIDEDI OR NON - EX,TENDED BASES.. 3. ALL JOINTS, LITT HOLES, INLETS, ouTLETS TO BESEAUED & GROUTED INSIDE AND TYPICAL MANHOLE SECTION SHOWING -.BRANCH TIE -N r,']-,T. S FIG_. S-1-A _rD - 21 METER SIZE DIMENSION DIJV�E•SION DIMENSION A B c 31, 510, 318- 3111 5,01 3 -8 � 3 5' MIN. 10, M Ira. MiN, 11 5' M I N, 12' MIN. G13EA-FPR THAN PRO B POSALS WILL BE SUMITTED. B DOOR HINGES . . . .. ... ........ . LIFT HANDLE L- - - - - - - - - - - - - - - - - - A .75" DIAMETER DRILLED tOLE FOP, TOUCH READ INI FS. TOP VIEW 3' DIAMETER FLAT BEARING SURFACE. UNDERNEATH 24'X 36' ALUMfN(J,\A ACCESS HATCH C TYPICAL METER VAULT FIG. V%/-7A TD 11 SIDE VIEW DESIGNED BY. PROJECT. SET REV. NO. 07 JDB STONEFIELD BLOCKS F & G ENGINEERS DRAWN BY. FINAL SITE PLAN 3 SURVEYORS REG ALBEMARLE COUNTY VA DRAWING NUMBER: PLANNERS TITLE. D1HR BY: DETAILS C -27 AsSOCIATES HFW SHEET NUMBER: PO Box 4119 3040 Avemore Square PI. Lynchburg, VA 24502 Chartoltcsville, VA 22911 WWA NUMBER: FILE NAME. DISCIPLINE: SCALE. DATE: Phone: 434.316.6080 Phone: 434.984.2700 Ak.L www.wwassociates.liet 213042.04 304204C-DEF-3.dw9 CIVIL H: AS SHOWN 1117113 27 of 36 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE I I _ V. NIA V R-EMAI I N I N G BACKFILI_. SHALL NOT ,CQNTAI_N RCICK NIATERIAL, 3 6 "'N�I 1 'l-ARGSE.F. THAN 5"' IK ANY DIMENSION 24* (irk 111 INTIAL BACKIFILL"' LIFT�) T H 0'RG Oil,- H LY C 0M P ACT E D 8Y HAND ,OR ARPROVED SPRIf,,IG LINE ME C I H AN itA L TAm P E R OF PIPE HAQNCHIWS NO. 6.8 STONE,— BEDD[tJG 6'" maix 1� . . .......... ........... 'n 4 m FOUNDATION (SHALL BE REQUIRED WHE'N S10,11 cbH bi P tibttis ARE UNSTA BLE �ALL IPE,) NQTE I ORE N CUTS IN PAVED AREAS WITHIN -EXI�,VNG VIDOT R'IGHT-'OF-WAY SHALL BE b ACKFILLED ENTIRELY WITH _ 101 21, STO N E 2. FOR DUCTILE IRQN PIPE THE B.CITTOM. c)F THE, TRENCH SS-HALL BE SCRAPED .i:_•D CONIRACTED, -AND. ALL: STbr,i_ES R E 1`>d� C ',%/ E D o R A .4 B ED D I N G I OF NO,- 68 STONE. SHALL B�E PROVIDED LL BE INSTALLED: QN. A tylIMMUNI, 6' 3. WHERE RO.CK 15 ENCOUNTEkED PIPE S�HA B , EDDING OF NO,, :68 STONE TYRICA-I.L. SEWER RIPE INSTALLATION IN TRENCH NTS -FIG. -5-3 TD - 28 7�\ -5 GATE 'A - VALVE 8" X 61 TEE jj BASE,AND TH US BLOCK. AGAINS UNDISTURBED ST. 8 1, SOIL, STEEL PILE .3/,1* THREADED RODS TO WHEN THE SOIL 15 DISTURBED OR WHE N I IAIN IN ALL INSTALLATION.S.. A HYDIIANT 15. LOICATED IN A FILL, ANCHOR ROD'S SIHALL 2E.GALVANIZ5E) THE VALVE TO THE HYDRANF WITH ;2 - 3-/,4' OR ASPHAL T COATED THREADED; ROD5 IN ADDITION TO PiPURING CONCRETE, IF NECESSARY, A STEEL PILE, S HALL BE USED AS ADDITIONAL SUPPORT NOTE 1 I. SURRQUND WEEP HOLES -GRAVEL AND KEEP FREE OF CONCRETE, 2. NIAINTAIM1 1, A 3' Mill'I COVER'FR134 I I THE N1 I AIN TO THE FIRE HYDRANT INCLUDING DITCHES 3. FINISHED GRADE SHALL $LOPE AWA`1 FR✓NI T4 FIRE HYURAN'T AND 'VA LV E 90X':' 4. THE GATE_ VALVE IS ALLCWED IN ISHOULDER OF., BEHIND THE r/ITCH,, IT IS, NOT F ALLQroNED IN THE DITCH. 5. FIRE HYDRA14TS.'.S HALL BE iM1t,s'TALLED. AT LOCATfONs WHERE. WEEP HOLES ARE ABOVE THE I PREVAl . LING4 CROUNDINATER ELEVATION, IF UQUIRED�TO BE IN WET AREAS, THE, WEE , P HOLES SHALL BE PLUCGED AND THE HYDRANT SHALL BE PUMP I ED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL NET,S.. TD - 7 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 24 1A I N 24 "iM IN INITIAL BCKFIL 81 8' A $ 8" MIN MIN, 6" BEDDING 468 STONE STABLE SOIL ROC K SCRAPE THE BOTTOM OF THE TRENCH,, REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF 968 STONE, FOUNDATION IN POOR SOIL UNDER - CUT CONDITION 4'Mlty INITIAL BACKFILE UNSTABLE 8 4 PA N F3 SOIL -__� �11N MIN MIN M IN # 6 TONE 8 S 22;GRANULAR FILL AS APPROVED BY' ACSA NO 'ST A. B L`r SUI'L OR ROCN SIABLE SOIL OR Roc NOTE : 1. N( .) ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKHLL. 3,T HE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH, 5. BELL: HOLES SHALL BE DUG OUT IN ALL CASES, DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NT$ FIG. W-2 TD-2 PLACE 5' GALVA1,117ED * WITNESS " POST WITH CAPPED, ENDS PAINTED BLUE IN REMOTE A - REAS AS DIRECTED. hAARKERJOCATb(,i i,1AY BE SUB,JEC t TO HIGHWAY DEPARTNIENT A•PROVAL: FINI.S,HED GRADE ADJUSTABLE VALVE BOX 10 LID z tj z NEJ., GATE VALVE WATER LINE 2560 P.S.I. COI',ICRETE 4 N 2'X 2� BEA ,It CiAREA, THRUST BLbci 4, 4 NOTE 111 REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (5) INCHES ABOVE S-aRAI TYPICAL GATE VALVE NTS FIG, W_ 5 M- 8 FINISHED GRADE BROYIE NZE GATE YAL i� NOTES: 1) A P'RECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WATERLINE!3 15.MALLER THAN ,12" USE A 1" A.R.V. AND FITTING5, FOR WATER LINES 12" AND LARGER USE .2" A,R,V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R,.'V' ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION -SHALL BE INSTALLED SO THE- WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. 3HED STONE AIR, RELEASE VALVE (ARA NTS FIG, W-9 I* COMPRES�ION A V4' MALE PIPE CVUPLING� ort Apmovto EQu.4L. FRAME & COVER- (SEE STREET suukcE OR NON -'PAVED AREA SLOPED A R E Al-"i 11:O` MAX I' TYPE K*_1 FOR USE VA ATFACHF12 SIH�;LE PAMILY A DUAL IiESID_11.`FIAL ANU IRI'•3tGAFOPI SUiVILEFS- c --A= FI'r(CQS DU I AL SERVICE I' COMN MIMI x 3l4' MALE PIPTI r-OUPLINIG OR r;VPROVe0 E;2JAL I' rYPE 'K, go PQR Ci4 UEFACHEQ --WIISLE PAMILY ,vttrfm r',pj Inkr ":Arpfl MO7 ki"1 IS *ov p'loy"o-m SINGLE SERVICE II, 5ADULES Si"ALLL rsk LjS-,Eu ON nvc- PIPE. I T 48 IRON LID F_ � ND 11�f H/4 BEeQ uM.1. RUBREFL COATED. STEEL I -1 Oil MIN STEPS CAST IN PLA CE 3 PRE,,"AST R,EINF,0RCED C 0 , NCRETE SECTIONS a it, RIN6 _SEALS 16' MAX M►NIMLIM ELEVAT[gN DIFFERENCE ACRO,rS;S M.H.5' 4,_01, FROM INLET TO QUTLET - SHALL BE 0,20 FEET. F_ 4 f-()NCRET' VARIES DEP'TH OF FLOW CHANNEL TO BE 3/4 LEI ANIEtER, (-')F CONTRIB-LIT11,4IG SEWER; A FILLETED INVERT FOR A SMOOT TRANSITION OF FLOW BETWEEN INLET & OUTLET PIRE SH ALL P ROVIEDE,D, MIN, 6" BEDDING N TE_ W1 NO: 68 STONE 1,, BEDDING THICKNESS REQUIREMENT SHOWN, IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT F<J-F+i.E 'SOIL CoNDITIQNs 2, THE CONSULTANT W111_. DETERMINE WHETHER MANHOLES, SHALL HAVE EYTENIDEDI OR NON - EX,TENDED BASES.. 3. ALL JOINTS, LITT HOLES, INLETS, ouTLETS TO BESEAUED & GROUTED INSIDE AND TYPICAL MANHOLE SECTION SHOWING -.BRANCH TIE -N r,']-,T. S FIG_. S-1-A _rD - 21 METER SIZE DIMENSION DIJV�E•SION DIMENSION A B c 31, 510, 318- 3111 5,01 3 -8 � 3 5' MIN. 10, M Ira. MiN, 11 5' M I N, 12' MIN. G13EA-FPR THAN PRO B POSALS WILL BE SUMITTED. B DOOR HINGES . . . .. ... ........ . LIFT HANDLE L- - - - - - - - - - - - - - - - - - A .75" DIAMETER DRILLED tOLE FOP, TOUCH READ INI FS. TOP VIEW 3' DIAMETER FLAT BEARING SURFACE. UNDERNEATH 24'X 36' ALUMfN(J,\A ACCESS HATCH C TYPICAL METER VAULT FIG. V%/-7A TD 11 SIDE VIEW DESIGNED BY. PROJECT. SET REV. NO. 07 JDB STONEFIELD BLOCKS F & G ENGINEERS DRAWN BY. FINAL SITE PLAN 3 SURVEYORS REG ALBEMARLE COUNTY VA DRAWING NUMBER: PLANNERS TITLE. D1HR BY: DETAILS C -27 AsSOCIATES HFW SHEET NUMBER: PO Box 4119 3040 Avemore Square PI. Lynchburg, VA 24502 Chartoltcsville, VA 22911 WWA NUMBER: FILE NAME. DISCIPLINE: SCALE. DATE: Phone: 434.316.6080 Phone: 434.984.2700 Ak.L www.wwassociates.liet 213042.04 304204C-DEF-3.dw9 CIVIL H: AS SHOWN 1117113 27 of 36 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE I I _ V. NIA V R-EMAI I N I N G BACKFILI_. SHALL NOT ,CQNTAI_N RCICK NIATERIAL, 3 6 "'N�I 1 'l-ARGSE.F. THAN 5"' IK ANY DIMENSION 24* (irk 111 INTIAL BACKIFILL"' LIFT�) T H 0'RG Oil,- H LY C 0M P ACT E D 8Y HAND ,OR ARPROVED SPRIf,,IG LINE ME C I H AN itA L TAm P E R OF PIPE HAQNCHIWS NO. 6.8 STONE,— BEDD[tJG 6'" maix 1� . . .......... ........... 'n 4 m FOUNDATION (SHALL BE REQUIRED WHE'N S10,11 cbH bi P tibttis ARE UNSTA BLE �ALL IPE,) NQTE I ORE N CUTS IN PAVED AREAS WITHIN -EXI�,VNG VIDOT R'IGHT-'OF-WAY SHALL BE b ACKFILLED ENTIRELY WITH _ 101 21, STO N E 2. FOR DUCTILE IRQN PIPE THE B.CITTOM. c)F THE, TRENCH SS-HALL BE SCRAPED .i:_•D CONIRACTED, -AND. ALL: STbr,i_ES R E 1`>d� C ',%/ E D o R A .4 B ED D I N G I OF NO,- 68 STONE. SHALL B�E PROVIDED LL BE INSTALLED: QN. A tylIMMUNI, 6' 3. WHERE RO.CK 15 ENCOUNTEkED PIPE S�HA B , EDDING OF NO,, :68 STONE TYRICA-I.L. SEWER RIPE INSTALLATION IN TRENCH NTS -FIG. -5-3 TD - 28 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 24 1A I N 24 "iM IN INITIAL BCKFIL 81 8' A $ 8" MIN MIN, 6" BEDDING 468 STONE STABLE SOIL ROC K SCRAPE THE BOTTOM OF THE TRENCH,, REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF 968 STONE, FOUNDATION IN POOR SOIL UNDER - CUT CONDITION 4'Mlty INITIAL BACKFILE UNSTABLE 8 4 PA N F3 SOIL -__� �11N MIN MIN M IN # 6 TONE 8 S 22;GRANULAR FILL AS APPROVED BY' ACSA NO 'ST A. B L`r SUI'L OR ROCN SIABLE SOIL OR Roc NOTE : 1. N( .) ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKHLL. 3,T HE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH, 5. BELL: HOLES SHALL BE DUG OUT IN ALL CASES, DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NT$ FIG. W-2 TD-2 PLACE 5' GALVA1,117ED * WITNESS " POST WITH CAPPED, ENDS PAINTED BLUE IN REMOTE A - REAS AS DIRECTED. hAARKERJOCATb(,i i,1AY BE SUB,JEC t TO HIGHWAY DEPARTNIENT A•PROVAL: FINI.S,HED GRADE ADJUSTABLE VALVE BOX 10 LID z tj z NEJ., GATE VALVE WATER LINE 2560 P.S.I. COI',ICRETE 4 N 2'X 2� BEA ,It CiAREA, THRUST BLbci 4, 4 NOTE 111 REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (5) INCHES ABOVE S-aRAI TYPICAL GATE VALVE NTS FIG, W_ 5 M- 8 FINISHED GRADE BROYIE NZE GATE YAL i� NOTES: 1) A P'RECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WATERLINE!3 15.MALLER THAN ,12" USE A 1" A.R.V. AND FITTING5, FOR WATER LINES 12" AND LARGER USE .2" A,R,V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R,.'V' ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION -SHALL BE INSTALLED SO THE- WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. 3HED STONE AIR, RELEASE VALVE (ARA NTS FIG, W-9 I* COMPRES�ION A V4' MALE PIPE CVUPLING� ort Apmovto EQu.4L. FRAME & COVER- (SEE STREET suukcE OR NON -'PAVED AREA SLOPED A R E Al-"i 11:O` MAX I' TYPE K*_1 FOR USE VA ATFACHF12 SIH�;LE PAMILY A DUAL IiESID_11.`FIAL ANU IRI'•3tGAFOPI SUiVILEFS- c --A= FI'r(CQS DU I AL SERVICE I' COMN MIMI x 3l4' MALE PIPTI r-OUPLINIG OR r;VPROVe0 E;2JAL I' rYPE 'K, go PQR Ci4 UEFACHEQ --WIISLE PAMILY ,vttrfm r',pj Inkr ":Arpfl MO7 ki"1 IS *ov p'loy"o-m SINGLE SERVICE II, 5ADULES Si"ALLL rsk LjS-,Eu ON nvc- PIPE. I T 48 IRON LID F_ � ND 11�f H/4 BEeQ uM.1. RUBREFL COATED. STEEL I -1 Oil MIN STEPS CAST IN PLA CE 3 PRE,,"AST R,EINF,0RCED C 0 , NCRETE SECTIONS a it, RIN6 _SEALS 16' MAX M►NIMLIM ELEVAT[gN DIFFERENCE ACRO,rS;S M.H.5' 4,_01, FROM INLET TO QUTLET - SHALL BE 0,20 FEET. F_ 4 f-()NCRET' VARIES DEP'TH OF FLOW CHANNEL TO BE 3/4 LEI ANIEtER, (-')F CONTRIB-LIT11,4IG SEWER; A FILLETED INVERT FOR A SMOOT TRANSITION OF FLOW BETWEEN INLET & OUTLET PIRE SH ALL P ROVIEDE,D, MIN, 6" BEDDING N TE_ W1 NO: 68 STONE 1,, BEDDING THICKNESS REQUIREMENT SHOWN, IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT F<J-F+i.E 'SOIL CoNDITIQNs 2, THE CONSULTANT W111_. DETERMINE WHETHER MANHOLES, SHALL HAVE EYTENIDEDI OR NON - EX,TENDED BASES.. 3. ALL JOINTS, LITT HOLES, INLETS, ouTLETS TO BESEAUED & GROUTED INSIDE AND TYPICAL MANHOLE SECTION SHOWING -.BRANCH TIE -N r,']-,T. S FIG_. S-1-A _rD - 21 METER SIZE DIMENSION DIJV�E•SION DIMENSION A B c 31, 510, 318- 3111 5,01 3 -8 � 3 5' MIN. 10, M Ira. MiN, 11 5' M I N, 12' MIN. G13EA-FPR THAN PRO B POSALS WILL BE SUMITTED. B DOOR HINGES . . . .. ... ........ . LIFT HANDLE L- - - - - - - - - - - - - - - - - - A .75" DIAMETER DRILLED tOLE FOP, TOUCH READ INI FS. TOP VIEW 3' DIAMETER FLAT BEARING SURFACE. UNDERNEATH 24'X 36' ALUMfN(J,\A ACCESS HATCH C TYPICAL METER VAULT FIG. V%/-7A TD 11 SIDE VIEW DESIGNED BY. PROJECT. SET REV. NO. 07 JDB STONEFIELD BLOCKS F & G ENGINEERS DRAWN BY. FINAL SITE PLAN 3 SURVEYORS REG ALBEMARLE COUNTY VA DRAWING NUMBER: PLANNERS TITLE. D1HR BY: DETAILS C -27 AsSOCIATES HFW SHEET NUMBER: PO Box 4119 3040 Avemore Square PI. Lynchburg, VA 24502 Chartoltcsville, VA 22911 WWA NUMBER: FILE NAME. DISCIPLINE: SCALE. DATE: Phone: 434.316.6080 Phone: 434.984.2700 Ak.L www.wwassociates.liet 213042.04 304204C-DEF-3.dw9 CIVIL H: AS SHOWN 1117113 27 of 36 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE I I _ V. NIA V R-EMAI I N I N G BACKFILI_. SHALL NOT ,CQNTAI_N RCICK NIATERIAL, 3 6 "'N�I 1 'l-ARGSE.F. THAN 5"' IK ANY DIMENSION 24* (irk 111 INTIAL BACKIFILL"' LIFT�) T H 0'RG Oil,- H LY C 0M P ACT E D 8Y HAND ,OR ARPROVED SPRIf,,IG LINE ME C I H AN itA L TAm P E R OF PIPE HAQNCHIWS NO. 6.8 STONE,— BEDD[tJG 6'" maix 1� . . .......... ........... 'n 4 m FOUNDATION (SHALL BE REQUIRED WHE'N S10,11 cbH bi P tibttis ARE UNSTA BLE �ALL IPE,) NQTE I ORE N CUTS IN PAVED AREAS WITHIN -EXI�,VNG VIDOT R'IGHT-'OF-WAY SHALL BE b ACKFILLED ENTIRELY WITH _ 101 21, STO N E 2. FOR DUCTILE IRQN PIPE THE B.CITTOM. c)F THE, TRENCH SS-HALL BE SCRAPED .i:_•D CONIRACTED, -AND. ALL: STbr,i_ES R E 1`>d� C ',%/ E D o R A .4 B ED D I N G I OF NO,- 68 STONE. SHALL B�E PROVIDED LL BE INSTALLED: QN. A tylIMMUNI, 6' 3. WHERE RO.CK 15 ENCOUNTEkED PIPE S�HA B , EDDING OF NO,, :68 STONE TYRICA-I.L. SEWER RIPE INSTALLATION IN TRENCH NTS -FIG. -5-3 TD - 28 NEJ., GATE VALVE WATER LINE 2560 P.S.I. COI',ICRETE 4 N 2'X 2� BEA ,It CiAREA, THRUST BLbci 4, 4 NOTE 111 REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (5) INCHES ABOVE S-aRAI TYPICAL GATE VALVE NTS FIG, W_ 5 M- 8 FINISHED GRADE BROYIE NZE GATE YAL i� NOTES: 1) A P'RECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WATERLINE!3 15.MALLER THAN ,12" USE A 1" A.R.V. AND FITTING5, FOR WATER LINES 12" AND LARGER USE .2" A,R,V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R,.'V' ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION -SHALL BE INSTALLED SO THE- WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. 3HED STONE AIR, RELEASE VALVE (ARA NTS FIG, W-9 I* COMPRES�ION A V4' MALE PIPE CVUPLING� ort Apmovto EQu.4L. FRAME & COVER- (SEE STREET suukcE OR NON -'PAVED AREA SLOPED A R E Al-"i 11:O` MAX I' TYPE K*_1 FOR USE VA ATFACHF12 SIH�;LE PAMILY A DUAL IiESID_11.`FIAL ANU IRI'•3tGAFOPI SUiVILEFS- c --A= FI'r(CQS DU I AL SERVICE I' COMN MIMI x 3l4' MALE PIPTI r-OUPLINIG OR r;VPROVe0 E;2JAL I' rYPE 'K, go PQR Ci4 UEFACHEQ --WIISLE PAMILY ,vttrfm r',pj Inkr ":Arpfl MO7 ki"1 IS *ov p'loy"o-m SINGLE SERVICE II, 5ADULES Si"ALLL rsk LjS-,Eu ON nvc- PIPE. I T 48 IRON LID F_ � ND 11�f H/4 BEeQ uM.1. RUBREFL COATED. STEEL I -1 Oil MIN STEPS CAST IN PLA CE 3 PRE,,"AST R,EINF,0RCED C 0 , NCRETE SECTIONS a it, RIN6 _SEALS 16' MAX M►NIMLIM ELEVAT[gN DIFFERENCE ACRO,rS;S M.H.5' 4,_01, FROM INLET TO QUTLET - SHALL BE 0,20 FEET. F_ 4 f-()NCRET' VARIES DEP'TH OF FLOW CHANNEL TO BE 3/4 LEI ANIEtER, (-')F CONTRIB-LIT11,4IG SEWER; A FILLETED INVERT FOR A SMOOT TRANSITION OF FLOW BETWEEN INLET & OUTLET PIRE SH ALL P ROVIEDE,D, MIN, 6" BEDDING N TE_ W1 NO: 68 STONE 1,, BEDDING THICKNESS REQUIREMENT SHOWN, IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT F<J-F+i.E 'SOIL CoNDITIQNs 2, THE CONSULTANT W111_. DETERMINE WHETHER MANHOLES, SHALL HAVE EYTENIDEDI OR NON - EX,TENDED BASES.. 3. ALL JOINTS, LITT HOLES, INLETS, ouTLETS TO BESEAUED & GROUTED INSIDE AND TYPICAL MANHOLE SECTION SHOWING -.BRANCH TIE -N r,']-,T. S FIG_. S-1-A _rD - 21 METER SIZE DIMENSION DIJV�E•SION DIMENSION A B c 31, 510, 318- 3111 5,01 3 -8 � 3 5' MIN. 10, M Ira. MiN, 11 5' M I N, 12' MIN. G13EA-FPR THAN PRO B POSALS WILL BE SUMITTED. B DOOR HINGES . . . .. ... ........ . LIFT HANDLE L- - - - - - - - - - - - - - - - - - A .75" DIAMETER DRILLED tOLE FOP, TOUCH READ INI FS. TOP VIEW 3' DIAMETER FLAT BEARING SURFACE. UNDERNEATH 24'X 36' ALUMfN(J,\A ACCESS HATCH C TYPICAL METER VAULT FIG. V%/-7A TD 11 SIDE VIEW DESIGNED BY. PROJECT. SET REV. NO. 07 JDB STONEFIELD BLOCKS F & G ENGINEERS DRAWN BY. FINAL SITE PLAN 3 SURVEYORS REG ALBEMARLE COUNTY VA DRAWING NUMBER: PLANNERS TITLE. D1HR BY: DETAILS C -27 AsSOCIATES HFW SHEET NUMBER: PO Box 4119 3040 Avemore Square PI. Lynchburg, VA 24502 Chartoltcsville, VA 22911 WWA NUMBER: FILE NAME. DISCIPLINE: SCALE. DATE: Phone: 434.316.6080 Phone: 434.984.2700 Ak.L www.wwassociates.liet 213042.04 304204C-DEF-3.dw9 CIVIL H: AS SHOWN 1117113 27 of 36 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE I I _ V. NIA V R-EMAI I N I N G BACKFILI_. SHALL NOT ,CQNTAI_N RCICK NIATERIAL, 3 6 "'N�I 1 'l-ARGSE.F. THAN 5"' IK ANY DIMENSION 24* (irk 111 INTIAL BACKIFILL"' LIFT�) T H 0'RG Oil,- H LY C 0M P ACT E D 8Y HAND ,OR ARPROVED SPRIf,,IG LINE ME C I H AN itA L TAm P E R OF PIPE HAQNCHIWS NO. 6.8 STONE,— BEDD[tJG 6'" maix 1� . . .......... ........... 'n 4 m FOUNDATION (SHALL BE REQUIRED WHE'N S10,11 cbH bi P tibttis ARE UNSTA BLE �ALL IPE,) NQTE I ORE N CUTS IN PAVED AREAS WITHIN -EXI�,VNG VIDOT R'IGHT-'OF-WAY SHALL BE b ACKFILLED ENTIRELY WITH _ 101 21, STO N E 2. FOR DUCTILE IRQN PIPE THE B.CITTOM. c)F THE, TRENCH SS-HALL BE SCRAPED .i:_•D CONIRACTED, -AND. ALL: STbr,i_ES R E 1`>d� C ',%/ E D o R A .4 B ED D I N G I OF NO,- 68 STONE. SHALL B�E PROVIDED LL BE INSTALLED: QN. A tylIMMUNI, 6' 3. WHERE RO.CK 15 ENCOUNTEkED PIPE S�HA B , EDDING OF NO,, :68 STONE TYRICA-I.L. SEWER RIPE INSTALLATION IN TRENCH NTS -FIG. -5-3 TD - 28 .75" DIAMETER DRILLED tOLE FOP, TOUCH READ INI FS. TOP VIEW 3' DIAMETER FLAT BEARING SURFACE. UNDERNEATH 24'X 36' ALUMfN(J,\A ACCESS HATCH C TYPICAL METER VAULT FIG. V%/-7A TD 11 SIDE VIEW DESIGNED BY. PROJECT. SET REV. NO. 07 JDB STONEFIELD BLOCKS F & G ENGINEERS DRAWN BY. FINAL SITE PLAN 3 SURVEYORS REG ALBEMARLE COUNTY VA DRAWING NUMBER: PLANNERS TITLE. D1HR BY: DETAILS C -27 AsSOCIATES HFW SHEET NUMBER: PO Box 4119 3040 Avemore Square PI. Lynchburg, VA 24502 Chartoltcsville, VA 22911 WWA NUMBER: FILE NAME. DISCIPLINE: SCALE. DATE: Phone: 434.316.6080 Phone: 434.984.2700 Ak.L www.wwassociates.liet 213042.04 304204C-DEF-3.dw9 CIVIL H: AS SHOWN 1117113 27 of 36 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE I I _ V. NIA V R-EMAI I N I N G BACKFILI_. SHALL NOT ,CQNTAI_N RCICK NIATERIAL, 3 6 "'N�I 1 'l-ARGSE.F. THAN 5"' IK ANY DIMENSION 24* (irk 111 INTIAL BACKIFILL"' LIFT�) T H 0'RG Oil,- H LY C 0M P ACT E D 8Y HAND ,OR ARPROVED SPRIf,,IG LINE ME C I H AN itA L TAm P E R OF PIPE HAQNCHIWS NO. 6.8 STONE,— BEDD[tJG 6'" maix 1� . . .......... ........... 'n 4 m FOUNDATION (SHALL BE REQUIRED WHE'N S10,11 cbH bi P tibttis ARE UNSTA BLE �ALL IPE,) NQTE I ORE N CUTS IN PAVED AREAS WITHIN -EXI�,VNG VIDOT R'IGHT-'OF-WAY SHALL BE b ACKFILLED ENTIRELY WITH _ 101 21, STO N E 2. FOR DUCTILE IRQN PIPE THE B.CITTOM. c)F THE, TRENCH SS-HALL BE SCRAPED .i:_•D CONIRACTED, -AND. ALL: STbr,i_ES R E 1`>d� C ',%/ E D o R A .4 B ED D I N G I OF NO,- 68 STONE. SHALL B�E PROVIDED LL BE INSTALLED: QN. A tylIMMUNI, 6' 3. WHERE RO.CK 15 ENCOUNTEkED PIPE S�HA B , EDDING OF NO,, :68 STONE TYRICA-I.L. SEWER RIPE INSTALLATION IN TRENCH NTS -FIG. -5-3 TD - 28 V R-EMAI I N I N G BACKFILI_. SHALL NOT ,CQNTAI_N RCICK NIATERIAL, 3 6 "'N�I 1 'l-ARGSE.F. THAN 5"' IK ANY DIMENSION 24* (irk 111 INTIAL BACKIFILL"' LIFT�) T H 0'RG Oil,- H LY C 0M P ACT E D 8Y HAND ,OR ARPROVED SPRIf,,IG LINE ME C I H AN itA L TAm P E R OF PIPE HAQNCHIWS NO. 6.8 STONE,— BEDD[tJG 6'" maix 1� . . .......... ........... 'n 4 m FOUNDATION (SHALL BE REQUIRED WHE'N S10,11 cbH bi P tibttis ARE UNSTA BLE �ALL IPE,) NQTE I ORE N CUTS IN PAVED AREAS WITHIN -EXI�,VNG VIDOT R'IGHT-'OF-WAY SHALL BE b ACKFILLED ENTIRELY WITH _ 101 21, STO N E 2. FOR DUCTILE IRQN PIPE THE B.CITTOM. c)F THE, TRENCH SS-HALL BE SCRAPED .i:_•D CONIRACTED, -AND. ALL: STbr,i_ES R E 1`>d� C ',%/ E D o R A .4 B ED D I N G I OF NO,- 68 STONE. SHALL B�E PROVIDED LL BE INSTALLED: QN. A tylIMMUNI, 6' 3. WHERE RO.CK 15 ENCOUNTEkED PIPE S�HA B , EDDING OF NO,, :68 STONE TYRICA-I.L. SEWER RIPE INSTALLATION IN TRENCH NTS -FIG. -5-3 TD - 28 v1 3 'v O �I 0 0 c v a m c'n 'v Ei 0 MC�11 • -J N O .V O O V V C 0 w M N Z 9 48:70::FLAEOPP,,, THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT SSJORM MATERIAL (USC WITH . O r GRATO w 1F SHEET REVISION SBMON (TYPICAL) I. F 5 V31 ILI R + BY I DATE I NO. 0 a F SHEET REVISION UNCTION BOX WALL DETAIL C2 C2 SCALE 1"=3' 26' -8" 1' -0" 14' -0" 1 1 10' -81, IV `0 BY I DATE RETAINING WALL AT JUNCTION BOX SCALE 1 " =3' i 0,� ENGINEERS MRSURVEYORS PLANNERS AsSOCIATES PO Box 4119 3040 Aveulore Square PI. Lynchburg, VA 24502 Clmrlalt —ille, VA22911 Phone: 434.316.6080 Phone: 434.984.270() www.wwassociutes.nct 1599CGSL 15" GRATE FRAME 15" STANDARD GRATE 1/4 -20 X 1112" LONG HEX BOLT ZINC GOLD STEEL DWG. NO. 7001- 100 -048 DRILL 0.281 THRU GRATE ONLY COUNTERBORE 0.75 X.18 DP TAP 114 -20 THREAD NOTE: LOCATION OF LOCKING DEVICE MAY VARY THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT DRAWN BY AWA MATERIAL 3130 VERONA AVE BUFORD, GA 30518 3130 VERONA AVE OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN DATE 7.5.00 I PHN (770) 932.2443 Nylo last FAX (770) 932.2490 www.nyloplast- us.com APPD BY CJA PROJECTNOJNAME TITLE DATE REPRODUCTION OF THIS PRINT OR ANY INFORMATION Nylo lass PHN(770) 932.2443 www(nyloplast CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS DATE 7.5-00 EBC 151N STANDARD LOCKING GRATE ASSEMBLY IS PERMISSION F OM NYLOPLAST. FORBIDDEN, R EXCEPT BY SPECIFIC WRITTEN DWG 8¢E A SCALE 1:8 SHEET 1 OF 1 DWG N0. 7001 -110 -032 REV B NYLOPLAST TURF TRAFFIC INSTALLATION 12" - 30" DRAIN BASIN FRAME & GRATEISOLID COVER TOPSOIL —� MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION I- -- 1. GRATES /COVERS SHALL MEET H -20 LOAD RATING FOR 30" PEDESTRIAN & 12'- 30" STANDARD & SOLID 8" MIN THICKNESS GUIDELINE TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. 4" MIN ON 8" - 24" 6" MIN ON 30" THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II MATERIAL AS DEFINED IN ASTM D2321, OR AS DETERMINED BY LOCAL STANDARDS & SITE ENGINEER. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 12" - 30" INLINE DRAIN 18" MIN WIDTH GUIDELINE BOTTOM FLANGE OF CASTING MUST BE SUPPORTED BY CONCRETE COLLAR THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 OR POSSESSION OF THIS PRINT DOES NOT CONFER, DESIGN OR DATE 1 -5 -09 Nylo lass PHN(770) 932.2443 www(nyloplast TECHNICAL INFORMATION ATION SHOWN HEREI APPD BY EBC PROJECT NO.INAME -u$. om REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 1 -5 -09 121N • 30 IN 08 81D TURF TRAFFIC INSTALLATION ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN DWG SIZE A SCALE 1:25 SHEET 10F 1 DWG N0. 7001 -110 -340 REV A PERMISSION FROM NYLOPLAST. smm UnCrISr YARD DRAIN INLET DETAILS DESIGNED BY: PROJECT: SET REV. NO. JDB STONEFIELD BLOCKS F & G 3 DRAWN BY: FINAL SITE PLAN REG ALBEMARLE COUNTY, VA DRAWING NUMBER: DIHR BY: TITLE: DETAILS C -28 HFW SHEET NUMBER: WWA NUMBER: FILE NAME. DISCIPLINE: SCALE: DATE: 213042.04 304204C- -4.dwg CIVIL H: AS SHOWN 1 1 /7/13 28 Of 36 V. N/A om 3 I N UW d�l O O M / c 0 O 0 Li O C O M N O W O U .O m c 0 c ti W N O M N / 3 v N 0 W �I N 0 i c 0 a m cn v [i 0 0 N O U O U .o m c 0 O W N i C EROSION & SEDIMENT CONTROL NARRATIVE I. PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT IS FOR THE CONSTRUCTION OF BUILDING F -I, ITS ASSOCIATED PARKING AND FUELING FACILITY. THIS PLAN IS WITHIN THE LIMITS OF THE "ALBEMARLE PLACE EROSION AND SEDIMENT CONTROL PLAN, AMENDMENT NO. 3 ", WPO- 200900074. THIS PROJECT WILL INVOLVE DISTURBING APPROXIMATELY 21.2 ACRES. THIS PLAN UTILIZES THE EXISTING PHASE 2 NORTH SEDIMENT BASIN CONSTRUCTED WITH THE "ALBEMARLE PLACE EROSION AND SEDIMENT CONTROL PLAN, AMENDMENT NO. Y. WPO- 200900074. II. EXISTING SITE CONDITIONS THE SITE HAS BEEN MASS GRADED PER THE "ALBEMARLE PLACE EROSION AND SEDIMENT CONTROL PLAN, AMENDMENT NO. 3 ", WPO- 200900074 AND THE EXISTING CONTOURS ON THIS PLAN REPRESENT THESE CONDITIONS. III. ADJACENT PROPERTIES THE SITE IS BOUNDED TO THE WEST BY RESIDENTIAL DUPLEXES, TO THE NORTH BY SEMINOLE PLACE (FORMERLY COMDIAL), TO THE EAST BY RT. 29, AND TO THE SOUTH BY SPERRY MARINE /NORTHROP GRUMMAN. IV. OFF -SITE AREAS IT WILL BE NECESSARY TO IMPORT FILL FROM ON OFF -SITE SOURCE TO COMPLETE THE GRADING OPERATIONS FOR THIS SITE. IN ADDITION THERE WILL BE SOME MINOR GRADING ON THE ADJACENT PROPERTIES AS PART OF THIS PROJECT. V. SOILS THIS SITE HAS BEEN MASS GRADED PER THE "ALBEMARLE PLACE EROSION AND SEDIMENT CONTROL PLAN, AMENDMENT NO. 3" WPO# 2009 -00074 AND THE EXISTING CONTOURS ON THIS PLAN REPRESENT THESE CONDITIONS. THE SOILS FOR THIS SITE WILL BE CONTROLLED CONSTRUCTION FILL FROM WPO# 2009- 00074. SOIL TYPES PRIOR TO THE MASS GRADING OPERATIONS ARE LISTED BELOW. 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, THE EXISTING PORTION OF DISTRICT AVE TO REMAIN, AND THE EXISTING PORTION OF BLACKBIRD LANE. VII. STORMWATER MANAGEMENT CONSIDERATIONS SEE DRAWING NUMBER C -30 ON SEPARATE PLAN SET ENTITLED "ALBEMARLE PLACE STORMWATER MANAGEMENT PLAN, AMENDMENT NO. 3, WPO- 201000023" DATED MARCH 30, 2010 FOR WATER QUALITY MEASURES PROPOSED TO BENEFIT THIS SITE PLAN. ADDITIONAL MEASURES NECESSARY TO ACHIEVE POLLUTANT REMOVAL REQUIREMENTS ARE SHOWN AS PART OF THIS PLAN. VIII. OFF -SITE ACTIVITIES IT WILL BE NECESSARY TO IMPORT FILL FROM ON OFF -SITE SOURCE TO COMPLETE THE GRADING OPERATIONS FOR THIS SITE. IN ADDITION THERE WILL BE SOME MINOR GRADING ON THE ADJACENT PROPERTIES AS PART OF THIS PROJECT. IX. EROSION AND SEDIMENT CONTROL MEASURES ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED BY THE CONTRACTOR IN ACCORDANCE WITH THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. SYMBOLS, DETAILS, AND DIMENSIONS USED ARE TAKEN FROM THE HANDBOOK, AS WELL AS THE VIRGINIA DEPARTMENT OF TRANSPORTATION'S ROAD AND BRIDGE STANDARDS, VOLUME I, 2008. A. STRUCTURAL PRACTICES 1. TEMPORARY CONSTRUCTION ENTRANCE (CE), 3.02: TEMPORARY CONSTRUCTION ENTRANCES SHALL BE IN ACCORDANCE WITH ALBEMARLE COUNTY REQUIREMENTS. A MINIMUM WATER TAP OF 1" 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 THE 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 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 STABLIIZED OUTLET. 5. TEMPORARY SEDIMENT BASIN (SB), 3.14: UTILIZE THE EXISTING SEDIMENT BASIN SHOWN ON THE PLAN TO DETAIN SEDIMENT -LADEN RUNOFF FROM DISTURBED AREAS IN "WET" AND "DRY" STORAGE LONG ENOUGH FOR THE MAJORITY OF THE SEDIMENT TO SETTLE OUT. 6. 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. 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. 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 -30 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 WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. MS -9. WATER SEEPAGE FROM A SLOPE FACE: WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. MS -10. STORM SEWER INLET PROTECTION: ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. MS -11. STABILIZATION OF OUTLETS: BEFORE NEWLY CONSTRUCTED STORM WATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. MS -12. WORK IN LIVE WATERCOURSES: WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. MS -13. CROSSING A LIVE WATERCOURSE: WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIALS SHALL BE PROVIDED. MS -14. APPLICABLE REGULATIONS: ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. MS -15. STABILIZATION OF BED AND BANKS: N/A THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. MS -16. UNDERGROUND UTILITIES: UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS, IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 - LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS, EXCAVATED MATERIAL IS TO BE PLACED ON THE UPHILL SIDE OF TRENCHES, EXCEPT FOR ANY DIVERSION DITCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFFSITE PROPERTY. D. TRENCH BACKFILL MATERIAL SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE 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 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL E &S AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. MS -19. ADEQUACY OF RECEIVING CHANNELS: PROPERTIES AND WATERWAYS DOWNSTREAM FROM THE DEVELOPMENT SITE SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATES OF STORM WATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24 -HOUR DURATION. D. MAINTENANCE: ALL EROSION AND SEDIMENT CONTROL STRUCTURES AND SYSTEMS SHALL BE MAINTAINED, INSPECTED, AND REPAIRED AS NEEDED TO INSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED AT THE END OF EACH DAY AND AFTER EVERY RAINFALL EVENT. 1. DAMAGE TO EROSION CONTROL MEASURES CAUSED BY CONSTRUCTION TRAFFIC OR OTHER ACTIVITY SHALL BE REPAIRED BEFORE THE END OF EACH WORKING DAY. 2. MAINTAIN ALL SEEDED AREAS UNTIL A UNIFORM STAND IS ACCEPTED. 3. CONSTRUCTION ENTRANCE (3.02): PROVIDE FOR EQUIPMENT WASHING AS NEEDED TO PREVENT THE TRANSPORT OF SOIL ONTO EXISTING ASPHALT ROADWAYS. ANY SEDIMENT ON THE PAVEMENT SHALL BE REMOVED IMMEDIATELY. 4. SILT FENCE (3.05): SILT FENCE BARRIERS WILL BE CHECKED DAILY FOR UNDERMINING OR DETERIORATION OF THE FABRIC. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL REACHES HALF WAY TO 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. TEMPORARY SEDIMENT TRAP/ BASIN (3.13/3.14): SEDIMENT SHALL BE REMOVED AND THE BASIN OR TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT HAS ACCUMULATED TO ONE HALF THE DESIGN VOLUME OF THE WET STORAGE. SEDIMENT REMOVAL FROM THE BASIN SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL NOT ERODE AND CAUSE SEDIMENTATION PROBLEMS. FILTER STONE SHALL BE REGULARLY CHECKED TO ENSURE THAT FILTRATION PERFORMANCE IS MAINTAINED. STONE CHOKED WITH SEDIMENT SHALL BE REMOVED AND CLEANED OR REPLACED. 8. STORMWATER CONVEYANCE CHANNELS (3.17): THE MEASURE SHALL BE CHECKED PERIODICALLY TO ENSURE THAT SCOUR IS NOT OCCURRING. SEDIMENT DEPOSITED IN THE CHANNELS SHALL BE REMOVED PRIOR TO THE REMOVAL OF THE TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES, AND DURING CONSTRUCTION WHEN THE CAPACITY OF THE CHANNELS IS REDUCED. 9. SEEDING (3.31/ 3.32): AREAS WHICH FAIL TO ESTABLISH VEGETATIVE COVER ADEQUATE TO PREVENT RILL EROSION WILL BE RESEEDED AS SOON AS SUCH AREAS ARE IDENTIFIED. 10. SOIL STABILIZATION BLANKETS & MATTING (3.36): THE MEASURE SHALL BE PERIODICALLY CHECKED FOR UNDERMINING AND TO ENSURE THAT IT IS SECURE AND FUNCTIONING AS INTENDED. 11. DUST CONTROL (3.39): PROVIDE DUST CONTROL IN AREAS SUBJECT TO SURFACE AND AIR MOVEMENT OF DUST WHERE ON -SITE AND OFF -SITE DAMAGE IS LIKELY TO OCCUR IF PREVENTIVE MEASURES ARE NOT TAKEN. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE - CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625 -02 -00 EROSION AND CONTROL SEDIMENT REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF - PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS FOR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED TO COMPLIANCE WITH SECTION 13 -301 OR THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOA.M. TO 9:00 P.M. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, IN ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS /ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST OF 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH TO BE APPLIED AT 80LBS /100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS /1000SF, INCORPORATED INTO THE TOP 4 -6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS /ACRE AND CONSIST OF A 10 -20 -10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS /ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0 -5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS /1000SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17- 204G). 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17- 207B). SEQUENCE OF CONSTRUCTION 1. CONTRACTOR TO SCHEDULE AND ATTEND A PRE - CONSTRUCTION MEETING WITH ALBEMARLE COUNTY AND OBTAIN ALBEMARLE COUNTY LAND DISTURBANCE PERMIT PRIOR TO THE START OF ANY LAND DISTURBING/ CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PLAN. 2. VERIFY PERIMETER CONTROLS INSTALLED WITH THE "ALBEMARLE PLACE EROSION AND SEDIMENT CONTROL PLAN, AMENDMENT NO. 3 ", WPO- 200900074 ARE PRESENT. INSTALL OR REPAIR AS NECESSARY. 3. THE TEMPORARY 48" STORM PIPE FROM STRUCTURE EX. 153 TO THE OUTFALL AT THE SEDIMENT BASIN TO REMAIN IN SERVICE UNTIL SITE IS STABILIZED AND NORTH SWM FACILITY IS IN OPERATION. HIGHFLOW BYPASS PIPE AND CONNECTION TO NORTH SWM FACILITY FROM STRUCTURE EX. 153 SHALL BE PLUGGED UNTIL SITE IS DEEMED STABILIZED. HIGHFLOW BYPASS FROM STRUCTURE EX. 160.1 TO EX. 4 SHALL BE PLUGGED UNTIL SITE IS DEEMED STABILIZED. FINAL CONNECTION FOR NORTH SPERRY INTERCEPTOR SHALL NOT BE MADE UNTIL SITE IS STABILIZED AND NORTH SEDIMENT BASIN IS REMOVED. 4. PERFORM GRADING OPERATIONS TO BRING SITE TO SUBGRADE ELEVATIONS AND MAINTAIN POSITIVE DRAINAGE TO EXISTING NORTH SEDIMENT BASIN. STABILIZE AREAS AS THEY ARE BROUGHT TO GRADE WITH GRAVEL OR SEEDING. 5. INSTALL STORM AND OTHER UTILITIES, BUILDING FOUNDATIONS, AND CURB & GUTTER. PROVIDE INLET PROTECTION ON STORM INLETS AS THEY ARE CONSTRUCTED. 6. INSTALL ROADWAY ASPHALT BASE AND INTERMEDIATE COURSES. 7. STABILIZE ALL REMAINING DISTURBED AREAS. FILL TEMPORARY 48" RCP PIPE FROM STRUCTURE EX. 153 TO ITS OUTFALL, CONSTRUCT NORTH SPERRY BYPASS FROM STRUCTURE 177 TO 170, BRING NORTH SWM FACILITY ONLINE. INSTALL ROADWAY ASPHALT SURFACE COURSE. 8. 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. 9. CLOSE OUT THE PROJECT. DESIGNE SET REV. N0. WA JDe: PROJECT: STONEFI ELD BLOCKS F & G ENGINEERS DRAWN BY: FINAL SITE PLAN 3 SURVEYORS REG ALBEMARLE COUNTY, VA DRAWING NUMBER: TITLE: PLANNERS . DIHR BY: EROSION AND SEDIMENT CONTROL NARRATIVE & DETAILS C -30 LiIc. No. I2?57 AsSOCIATES HFW SHEET NUMBER: Lynchburg, 304 °A "e"ilte,V`22911'. WWA NUMBER: FILE NAME. DISCIPLINE. SCALE. DATE. L nchbur VA 2450_ Ch;ulWtesville,VA 2_)1L Phone: 434.316.6080 Phone: 434.984,2700 3O O� �G 213042.04 304204C_ENS-2.dwg CIVIL H: AS SHOWN 11 /7/13 6 N0. SHEET REVISION BY DATE N0. SHEET REVISION BY DATE "w` °. W� " ° °`�1C " "` V: N/A Paved construction entrance for erosion control plans CONSTRUCTION OF A SILT FENCE GRAVEL CURB INLET SEDIMENT SILT FENCE DROP INLET TYPICAL WA TER WA Y - - (WITHOUT WIRE SUPPORT ) PROTECTION CROSS — SECTIONS 7W Sl't1N � MIN 1. SET THE STAKES. 2. EXCAVATE A 4 "X 4" `TRENCH FILTER GUNSTF�UGTIrJN UPSLOPE ALONG THE LINE OF' 2 X 4' WOOD FRAME COMPACTED SOIL ACCESS, -� 3" 5,A -2A �tSPHALT TOP STAKES. DROP INLET GO�r�SE � WITH GRATE 2X 2 E�SIaT1NG 6'MAX. PAVEM0T I - Z11 FRAME "° aa: 1,5' MAX, ->�" ...:.MIN. ��>,. AGCRE0A`rE BASE p�C�t ` (III r�� TYPICAL CONCRETE LINED DITCH TYPICAL GRASS LINED DITCH C� i' L jl�� TYPICAL VEE CROSS- SEC'T'IONS 3' MIN, 74' MIN. FLOW I �;ommUC,TION `::� ASPF]AL.T PAVED III I „•' III I„ GATHER A..CESS � �"°J f� EXCESS D (� / ASFIf2AG;IC, . , . 4” r �� AT CORNERS < < � PARABOLIC WATERWAY CROSS-SECTION EXISTING 3. STAPLE FILTER MATERIAL t. BACKFILL AND COMPACT G I� G 2r� 12` hA9N.* 2X PAVEMENT' IT TO AND EXTEND THE EXCAVATED SOIL. �LR�l F C .� tVE Vt -E�VS TYPICAL RIRRAP CHANNEL GRAVEL FILTER 12" WIRE MESH STAKE D RUNOFF WATER W (KEY6IN i:LOTlI) —POSITIVE DRA)NAGE �' -::i> � II I — II *MUST EXTEND FULL WIDTH � A FILTERED WATER OF It (CREr ANTS EGRESS � t�J SECif 4#1 N I / f ':`'; . / — TI APPING DEVICE /r .. . j . CJPERATION ..•v. ....• :::.. •..: ...,.. ..::' '�. i;� =SIi:;:: ° :e FABRIC 111111 ( I I I I I —III ( III I III J ��II J ;' ^ " }� ��II . �:�:�� • as . P In LAN FILTER CLOTH NOTE AL'TIIOUGH FILTER CLO'T'H IS /� / 1" ' :- • d, ::...,. PREFERED, A GRANULAR FIL'T'ER MAY BE SUBSTITUTED FOR MIN. PHYSICAL REQUIREMENTS, IREMENI SEE STD. & • - •.' •: ��: a'•' : 1' F'IL'TER CLOTH. ( FOR E U "5 FLOW - I v. •.o. :a..• = I� (— .a �IIII SPEC. 3.19, RIPRAP) --- ---1`" 41IN.- --- -- '-poSrrlvE DRAINAOE . _ 2 _ . DIMENT III =III I ld TYPICAL CONCRETE CHANNEL TTQ2ASPING DEVICE ® •' -,'' "' r SEDIMENT JOINT A SHEET FLOW INSTALLATION (90' SPACING) (PERSPECTIVE VIEW) EL:EVA'Tt0N OF' S'T'AKE AND v r -- : CONCRETE GUTTER 12' A I L A ILTE� CLOTH CURB INLET F I A B .R 1 C O RI E I i I O N DE' SECTION A—A FLOW O 5: t ` A a wa. A .:.... A inhii1ntun water tap of l hick i nlstbe installe(t with a nwvintun r h ch b&6cic e \� \\ NOT TO SCo-1LE "'Alutoffvalive supply1ll� a u4j,$ liose �4� t11 a,(liaineter of 1.5 uic111es. for adequate. �� SPECIFIC APPLICATION SPEC'IF'IC APPLICATION 6 „ LEICAT DOWEL LOCATED AT JOINTS colistmit NVasli water ii�o�t tie cmied away. kolii the euifauce to a1 A THIS 1bIE`I'HOD OF INLET PRO`I'EC`I'ION IS APPLICABLE WHERE THE 6x6 WELDED WIRE FABRIC approVe(I setth11� ale,i tG leinOYe 4e(taiieilt. All THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS INLET DRAINS A RELATIVELY FLAT AREA SLOPE NO GREATER o,ao , AS RLQUIRED "oo ellt llil-, Stl11uI (I l' ahis , (l1tCl1eS of YVate1'GOl1r4 WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE THAN 5 %) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT °oSvaS D W 'o PAVED pp�!� ( I � INCONVENIENCE OR DAMAGE TO ADIACENT STRUCTURES AND UNPRO`T'EC`T'ED EXCEEDING I C.F.S.) ARE `T'YPIC'AL. `THE iME`THOD SHALL NO`I' °O °'s °•° � 3” DIA. WEEP PAYED WASH RAC CE AREAS. o- o, ao:ao: ao= o: o: osao: a;Y 000. APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS °•= o a o" p •s HOLE, W o.c. POINTS A SHOULD BE HIGHER THAN POINT B. aaao :- os °�aaa�aoaso��aaoesaa.•a NO SCALE � IN S`I'REE`I' OR HIGHWAY MEDIANS. �P SECTION A —a DRAINAGEWAY INSTALLATION GRAVEL SHALL BE VDOT #3, #3•_,7 OR 5 COARSE AGGREGATE. �P (F'RON'T' ELEVATION) TRAPEZOIDAL WA'T'ERWAY 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 SOURCE: VA. DSWC PLACE 3.07-6 SOURCE: N.C. Erosion and Sediment Control Planning and Design Manual, 1988 F'LA`I'E 3.07 T SOURCE: VA. DSWC PLATE 3.17 -1 HAVE A WATLIX IRUCK WIIH 2 PRESSURE WASHERS AT EACH CONSTRUCTION ENTRANCE AT ALL TIMES. Sherwood and Wyant TYPICAL RE TENT I T YPI CAL ORIENTATION OF TREATMENT — I (SOIL STABILIZATION BLANKET TEMPORARY RICrHTOF' —v�AY TEMPORARY DIVERSION DIKE � D (SOIL STABILIZATION TION BLANKET INSTALLATION CRITERIA 1VE R S I o N� SHALLOW VDOT ##I SLOPE ANCHOR SLOT COARSE AGGREGATE 1£3" NiIN• •V-•» ' NOTES APPROXIMATELY 200 STAPLES REQUIRED Corrlpacted Soil ON SHALLOW SLOPES, STRIPS OF PER 100 SQ. YDS. OF MATERIAL ROLL. NETTING PROTECTIVE COVERINGS ANCHOR SSLOTS, JUNCTION SLOTS TO 12 ". 1 ' I y, MAY BE APPLIED ACROSS CHECK THE SLOPE. 12" MAX. 4:1 OR FLATTER 18 ` rn i rl . I I I I I I —Flow 6" MAX. STEEPER THAN 4:1 t JUNCTION SLOT f EDGE AND END JOINTS I I I I II I I I i BERM CHECK SLOT * TO BE SNUGLY ABUTTED I _ WHERE THERE IS A BERM AT THE TOP OF THE SLOPE, (JUTE MESH WILL HAVE TERMINAL FOLD STAPLED LAP JOINT IN I I �i` �,11�1INIUtiI BRING THE MATERIAL OVER THE BERM AND ANCHOR IT LIEU OF EDGE JOINT) I 4.5` rrlirl. BEHIND THE BERM. I I I I I 1 LAP JOINT 2" MIN. I TAMP FIRMLY ANCHOR SLOT (JUTE MESH ONLY) I I I i I I STEEP 5' MAX. 4:1 OR FLATTER D D SLOPE 3' MAX. STEEPER THAN 4:1 T I I I I I 1 I I r[ , y p 1 C A L GRAVE, L S '1 ' p v C rF b -2„ 6" TO 12" T ON STEE SLOPES, APPLY I I I I I I PROTECTIVE COVERING PARALLEL I 'SOURCE: VA. DSWC PLATE 3.09-1 TO THE DIRECTION OF FLOW I I AND ANCHOR SECURELY. I I I I * I I I I I I CHECK SLOT I I I I COMPACTED SOIL I I TAMP CHECK SLOT 1" TO 2" FIRMLY z VAR. VAR. -- TEMPORARY 8c PERMANENT SEEDING SCHEDULE 3.32 —D 3 4" N 6" T� 12,. PLAN VIEW '— BRING MATERIAL DOWN TO A LEVEL AREA BEFORE TERMINATING THE INSTALLATION. TURN THE END = STAPLING DIAGRAM l� TIN NUNDER 4" AND STAPLE AT 12" INTERVALS. tO z 12" STAPLE FORMED FROM N0.11 STEEL WIRE. *CHECK SLOTS AT MIN. LAWN TYPE SEEDING RATE PER ACRE •'. ,.> ,:....; ;:.,::...: ,.., ,, .':•,,::::•;:, :.._ 50' C -C INTERVALS; itJ 8" STAPLE MIN. LENGTH FOR SANDY SOIL. NOT REQ.'D WITH ALL HIGH MAINTENANCE KENTUCKY 31 OR �I 6" STAPLE MIN. LENGTH FOR OTHER SOIL. -COMBINATION "BLANKETS FLOW SEEDING DATE SEASONAL NURSE CROP O DITCH JUNCTION SLOT TAMP L LOT AREA) (WITHIN TURF —TYPE TALL FESCUE 200 -250 LBS IN DITCHES, APPLY PROTECTIVE COVERING 12 FIRMLY TERMINAL FOLD O PARALLEL TO THE DIRECTION OF FLOW. 4" TAMP FIRMLY 6' NIININIUCI FEB. 16 THRU APRIL ANNUAL RYE GENERAL SLOPES KENTUCKY 31 FESCUE 128 LBS MAY 1 THRU AUG 15 FOXTAIL MILLET iii USE CHECK SLOTS AS REQUIRED. AVOID RED TOP GRASS 2 LBS C JOINING MATERIAL IN THE CENTER OF 3:1 OR LESS AUG 16 THRU OCT ANNUAL RYE THE DITCH IF AT ALL POSSIBLE. N SEASONAL NURSE CROP 20 LBS LLL CL o N NOV THRU FEB 15 WINTER RYE rl'YPICAL FA.Wl'FIFN SrFRUC`1'URE LOW MAINTENANCE USE GROUND COVER PLANTINGS cn �M �M RWD SLOPES 2:1 OR STEEPER TABLE03.37 VINES IN C OF THEOVEDSCHE WITH 0 SOURCE: ADAPTED FROM LUDLOW PRODUCTS BROCHURE PLATE: 3.36 -1 SOURCE: VDOT ROAD AND BRIDGE STANDARDS PLATE: 3.36 -2 Source: Va. SWCC Plate 3.11 -1 NOTES O 0 1. ALL PERMANENT SEEDING SHALL BE FERTILIZED, LIMED AND MULCHED AT THE FOLLOWING RATES: FERTILIZER 10 -20 -10 AT A RATE OF 1,000 POUNDS PER ACRE; LIME OF AGRICULTURAL GRADE LIMESONE AT A RATE OF 2 TONS PER ACRE; AND STRAW N MULCH AT A RATE OF 1-1/2 TONS PER ACRE DURING THE SPRING AND FALL AND 2 TONS PER ACRE IN THE WINTER AND SUMMER. +� 2. SLOPES LABELED AS 2:1 WITH VDOT ST'D EC -2 LINING MAY HAVE AN ANNUAL RYE HYDROSEED W TACKIFIER PLANTED ON o THE SLOPES AT PERMANENT SEEDING RATES IN LIEU OF USING THE EC -2 LINER TO ALLOW FOR EROSION PROTECTION PRIOR U TO GROUND COVER PLANTING. v m c DESIGNED De. PROJECT: SET REV. N0. STONEFIELD BLOCKS F 8c G ENGINEERS FINAL SITE PLAN 3 SURVEYORS DRAWN REG ALBEMARLE COUNTY VA DRAWING NUMBER: N PLANNERS TITLE: o " DIHR BY: EROSION AND SEDIMENT CONTROL DETAILS C -31 laic , No, 42257 i ''� �° AsSOCIATESHFWI SHEET NUMBER: YO Box 4149 3040 Avenwie S u.�re Pl. Lynchburg, VA 24502 0, 1ltesvihe,VA22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: Phone: 434.316.6080 Phone: 434.9 84.2700 304204C—ENS CIVIL H: AS SHOWN 31 of 36 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE `� � �'° °.WW�S ° "��es.ne� 213042.04 9 V. N/A 1 1 /7/13 3 J �I / c v a. 'o 0 C N 0 U m c 0 as W N N / C w ❑ w MATCH LINE-DWG NO. C -33 G� w -Ir-Ir t J� I ;I 0 w 0 w RU 11 -15 -13 RU 2 -6 -14 RU 3 -7 -14 xQ 10 (2) 3) �V ✓ -t JV �r I !i t —.... .-- ...._. w NVS - 1 LANDSCAPE MODIFICATIONS PER ARB COMMENTS 2 LANDSCAPE MODIFICATIONS FOR ENTRANCE CHANGE 3 LANDSCAPE MODIFICATOINS PER ARB COMMENTS -Ir-Ir t J� I ;I 0 w 0 w RU 11 -15 -13 RU 2 -6 -14 RU 3 -7 -14 xQ 10 (2) 3) �V ✓ -t JV �r I !i t wv x 4- C� IL x x x � x a f�11< x NOTES: 11) ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL t� BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE IT' — ' ' I I HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS I I I— I = , I I AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 2) PLANT SCHEDULE SEE DRAWING NUMBER C -35. I V � � V� l(t5) -- (3) rr GAT x B (3) x i —.... .-- ...._. w NVS - }l SET REV. NO. 3 Ni i 111 TITLE: LANDSCAPE PLAN C-32 DIHR BY: HFW SHEET NUMBER: WWA NUMBER: 213042.04 _T; DISCIPLINE: CIVIL i DATE: 1 1/7/13 32 of 36 F w x s fy r I i a yr > wv x 4- C� IL x x x � x a f�11< x NOTES: 11) ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL t� BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE IT' — ' ' I I HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS I I I— I = , I I AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 2) PLANT SCHEDULE SEE DRAWING NUMBER C -35. I V � � V� l(t5) -- (3) rr GAT x B (3) x i 1. —.... .-- ...._. w NVS - }l SET REV. NO. 3 DRAWN BY: REG/To 111 TITLE: LANDSCAPE PLAN C-32 DIHR BY: HFW SHEET NUMBER: WWA NUMBER: 213042.04 _T; DISCIPLINE: CIVIL i DATE: 1 1/7/13 32 of 36 1. NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE w------ VV —.... .-- ...._. w NVS - }l SET REV. NO. 3 DRAWN BY: REG/To 111 TITLE: LANDSCAPE PLAN C-32 DIHR BY: HFW SHEET NUMBER: WWA NUMBER: 213042.04 FILE NAME: 304204C_t_,s -1.dwg DISCIPLINE: CIVIL i DATE: 1 1/7/13 32 of 36 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE w------ VV —.... .-- ...._. w NVS - ENGINEERS SURVEYORS PLANNERS AsSOCIATES PO Box 4119 3040 Avemore Squ.ue PI. Lynchburg, VA 24502 Chulattesville,VA22911 Phone: 434.316.6080 Phone: 434.9843700 www.W Wassoc'iates.tiet TP (2) XCL (3) D � r vq TP (3) XCL (3) TP (3) c L XCL (3) TP (3) XCL (3) ` TP (3) jsf XCL (3) TP (3) 'XCL (3) S' TP (3) c { ,XCL (3) y P (1) r►_ o P (2) AM IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 30' Ing 30\ I0 O TCH LINE DWGI I NO. C -33 DESIGNED BY: Joe PROJECT: STONEFIELD BLOCKS F & G FINAL SITE PLAN ALBEMARLE COUNTY, VA SET REV. NO. 3 DRAWN BY: REG/To DRAWING NUMBER: TITLE: LANDSCAPE PLAN C-32 DIHR BY: HFW SHEET NUMBER: WWA NUMBER: 213042.04 FILE NAME: 304204C_t_,s -1.dwg DISCIPLINE: CIVIL SCALE: H: l`_-30' V: N/A DATE: 1 1/7/13 32 of 36 IN C4 4) c 0 as cl, IN wv ............... . 000 INTERCOM P 3: I ?A- k AG (3) ON .............. . .. plll� PEE P .......... fit G v rs 10 (1)=:� V (1) E (6), A I 0 MATCH LINE DWG NO. C-32 Q cn AFB; I cc (1) 0 EXISTING VS (4) VS (5) A EVERGREEN M -EA (5) K JV (3) SCR I,=EN (TYP) V: MATCH LINE DWG 0 NO. C-34 6-1-5 cc (3 SAN M., DESIGNED BY. PROJECT: STONEFIELD BLOCKS F & G SET REV. NO. 000 INTERCOM P 3: I ?A- k AG (3) ON .............. . .. plll� PEE P I I I I I NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE at G v rs 10 (1)=:� V (1) E (6), A I 0 G cn AFB; I cc (1) 0 EXISTING VS (4) VS (5) A EVERGREEN M -EA (5) SCR I,=EN (TYP) MATCH LINE DWG 0 NO. C-34 0 SAN DESIGNED BY. PROJECT: STONEFIELD BLOCKS F & G SET REV. NO. JDB 3 ENGINEERS FINAL SITE PLAN SURVEYORS DRAWN BY. REGIFO ALBEMARLE COUNTY, VA DRAWING NUMBER: PLANNERS DIHR BY.- TITLE: LANDSCAPE PLAN C-33 1 LANDSCAPE MODIFICATIONS PER ARB COMMENTS HFW RU 11-15-13 2 LANDSCAPE MODIFICATIONS FOR ENTRANCE CHANGE RU 2-6-14 3 LANDSCAPE MODIFICATOINS PER ARB COMMENTS WWA NUMBER: RU 3-7-14 I I I I I NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE at v rs 10 (1)=:� V (1) E (6), A I 0 = - MEL- I 30' 0 30' MATCH LINE DWG NO. C-34 A EA (4) I cc (1) 0 EXISTING VS (4) VS (5) EVERGREEN -EA (5) SCR I,=EN (TYP) .......... 0 DESIGNED BY. PROJECT: STONEFIELD BLOCKS F & G SET REV. NO. JDB 3 ENGINEERS FINAL SITE PLAN SURVEYORS DRAWN BY. REGIFO ALBEMARLE COUNTY, VA DRAWING NUMBER: PLANNERS DIHR BY.- TITLE: LANDSCAPE PLAN C-33 ASSOCIATES HFW SHEET NUMBER: PO Box 4119 3040 Aveniore Square Pl. Lynchburg, VA 24502 Charlottesville, VA 22911 WWA NUMBER: FILE NAME. DISCIPLINE. SCALE: DATE: Phone: 434.316.6080 Phone: 434.984.27W www.wwassociates.net 213042.04 304204C-LS-2.dwg CML H: 1 V. NIA 1117113 33 of 36 v� 3 'O M I N J VI IN O O / c v a cn 'v 0 0 N / O V O U .v m c 0 0 c m W N O n V- N z 3 I J �I 0 i v 'v O 0 N 0 0 U 0 as w N i NOTES: 1) THE "TOTAL LANDSCAPE SCHEDULE" INCLUDES BOTH PERMANENT LANDSCAPING AND LANDSCAPING THAT MAY BE REMOVED OR MOVED WHEN BLOCK "G" IS FULLY DEVELOPED. 2) THE EXISTING STREET TREES ON BLACKBIRD LANE AND THE EXISTING SCREENING TREES ALONG THE SEMINOLE PLACE PROPERTY LINE ARE NOT INCLUDED IN THESE CALCULATIONS ALTHOUGH THEY WILL REMAIN. LANDSCAPE TABULATIONS TOTAL TREE COVERAGE: TOTAL AREA OF BLOCKS "F" & "G ": 909,790 TOTAL LANDSCAPE SCHEDULE FUTURE PAD SITES IN BLOCK "G ": -151,179 CALCULATIONS SQFT AREA OF PERMANENT DEVELOPMENT: REQUIRED: X 758,611 109 SQFT PERCENT OF TREE COVER 3 SQFT SPACING AREA OF TREE TOTAL CODE QTY BOTANICAL / COMMON NAMES Type SIZE ROOT /As IN SF. AREA IN SF. SQFT REQUIRED PARKING LOT LANDSCAPING: 26,235 PROPOSED PARKING LOT LANDSCAPING: 35,843 Shown PARKING LOT SHADE TREES: AB 21 SHADE TREES REQUIRED: 1 TREE PER 10 PARKING Shade Trees. 7' PROVIDED SPACES: 669 PARKING SPACES / 10 = 66.9 PROPOSED PARKING LOT SHADE TREES: UNIT TOTAL AB 21 Acer buergeranum / Trident Maple Shade r, B &B A.S. 125 2,1625 AF 10 Acer ginnala 'Flame' / Flame Amur Maple Shade 7' B &B A.S. 206 2,060 AR 45 Acer rubrum 'Autumn Flame'/ Autumn Shade 2 312 "c B &B A.S. 177 7,9651 Platanus acerifolia 'Bloodgood' / Bloodgood Flame Red Maple PA PA 32 Platanus acedfolia 'Bloodgood' / Bloodgood Shade 2 1/2 "c B &B A.S. 368 11,776 London Plane Tree London Plane Tree GT GT 87 Gleditsia tdacanthos var. inermis `Skyline' /` Shade 3r1t2 "c B &B A.S. 424' 36;888 Thornless Honeylocust Thornless Honeylocust QP QP 38 Quercus phellos 'QPSTA' / Hightower Shade 2 1/2"c B &8 A.S; 370 14,060 Willow Oak Willow Oak UP UP 7 Ulmus parvilblia'Allee' /AIIee Elm; Shade 2112 "c B &B A.S. 366 2,562 Ornamental (Flowering) Trees Ornamental (Flowering) Trees UNIT UNIT TOTAL AG 32 Amelanchier grandiflora `Autumn Brillance'/ Qrnarnental, 8" B &B A.S.; 130 4,160 Autumn 'Brilliance Serviceberry Autumn, Brilliance Serviceberry AP AP 5 Aber griseum / Paperbark Maple Ornamental 8` B &B A.S 88 440 CC 26 Cercis canadensis / Eastem, Redbud Omamental 7' B &B A.S. 124 3,224 MS 4 Magnolia soulangiana / Saucer Magnolia Ornamental 8' B &B A.S. 145 580. Evergreens Trees Evergreens Trees UNIT UNIT TOTAL (0 22 Ilex opaca / American Holly Evergreen 6 -8'' B &B A.S. 56 1,232 JV 26 Juniperus virginiana / Eastem Red Cedar Evergreen 10, B &B A.S 16 416 PB 22 Picea abies / Norway Spruce Evergreen 10'' B &B A.S. 41 902 XCL 39 XCupressocypads leylandii / °Leyland Evergreen 6` $ &B A.S. 26- 1,.014 Cypress Cypress TP 41 Thuja plicata & cvs. / Giant Arborvitae Thuja plicata & c,&. / Giant Arborvitae 6' B &B A.S. 8 328 TP' 41 (Atrovirens, Green Giant) Evergreen 61 B &B I A.S. 8 328 448 457 Total Trees Provided Total. Tree Canopy Area Provided' 90,232 Shrubs / Groundcover I Greenscreen. UNIT TOTAL EK 82 Euonymus kiautshovicus 'Manhattan'/ #5/30" B &B A.S. 0 0 79 Euonymus kiauts ovic.us'Manhatten' / Manhatten Euonymus #5/30 "' 8&B A.S., 0 0 EA 174 Euonymus alatus 'Compacta' / Compact #5/30 " B &B A.S. 0 0 101 Euonymus alatus''Compacta' / Compact Winged' Euonymus #5/30" B &B A.S. 0 0 IV 46 Illex verticillata 'Red Sprite' / Red Sprite lWinterberry #5/30'1 ' B &B A.S. 41 1,886 46 lllex verticillata 'Red Sprite' / Red Sprite #5/30" B&B A.S. 41' 1,886 VD 67 lVibumum dentatum / Arrowwood Viburnum 51, B &B 2' / A.S. 31 2,077 VS 64 Viburnum setigerum I Tea Viburnum 5' F B &B A.S, 0' 0 PAT 27 Polygonum aubertii I Silver Lace Vine 5' #5 Cont. 36" 0 0 LIR 336 Liriope muscad 'Big Blue' Big Blue Liriope #5 #1 Cont. 18" O.C, 0 0 POK 72 Pennisetum odentale''Kadey Rose'/ Karley #1 #1 Cont. 24" d,C. 0 0 72 Pennisetum of entale 'Kartey Rose' Rose Fountain Grass #1' Cont, 24" q; C. 0 4 Kadey Rose Fountain Grass 720 796 Total Shrubs/ Groundcoverl Total Shrub Canopy Area Provided 3,963 Greenscreen Provided Greenscreen Provided Total Canopy Area Provided Total Canopy Area Provided 93,025 94,195 NOTES: 1) THE "TOTAL LANDSCAPE SCHEDULE" INCLUDES BOTH PERMANENT LANDSCAPING AND LANDSCAPING THAT MAY BE REMOVED OR MOVED WHEN BLOCK "G" IS FULLY DEVELOPED. 2) THE EXISTING STREET TREES ON BLACKBIRD LANE AND THE EXISTING SCREENING TREES ALONG THE SEMINOLE PLACE PROPERTY LINE ARE NOT INCLUDED IN THESE CALCULATIONS ALTHOUGH THEY WILL REMAIN. LANDSCAPE TABULATIONS TOTAL TREE COVERAGE: TOTAL AREA OF BLOCKS "F" & "G ": 909,790 SQFT FUTURE PAD SITES IN BLOCK "G ": -151,179 ARB COMMENTS SQFT AREA OF PERMANENT DEVELOPMENT: REQUIRED: X 758,611 109 SQFT PERCENT OF TREE COVER 3 SQFT 75,861 REQUIRED CANOPY COVER: PROPOSED PERMANENT CANOPY: 93,025 SQFT PARKING LOT LANDSCAPING: TOTAL AR IMPERVIOUS AREA OF ACCESS AISLES AND PARKING: 524,687 59b SQFT PARKING LOT LANDSCAPING REQUIRED: X SQFT REQUIRED PARKING LOT LANDSCAPING: 26,235 PROPOSED PARKING LOT LANDSCAPING: 35,843 SQFT PARKING LOT SHADE TREES: AB 21 SHADE TREES REQUIRED: 1 TREE PER 10 PARKING SPACES 7' PROVIDED SPACES: 669 PARKING SPACES / 10 = 66.9 PROPOSED PARKING LOT SHADE TREES: 120 AF 1 LANDSCAPE MODIFICATIONS PER ARB COMMENTS 2 LANDSCAPE MODIFICATIONS FOR ENTRANCE CHANGE 3 LANDSCAPE MODIFICATIONS PER ARB COMMENTS N0. I SHEET REVISION RU 11 -15 -13 RU 2 -6 -14 RU 3 -13 -14 BY I DATE I NO. NOTES: 1) THE "PERMANENT LANDSCAPE SCHEDULE" INCLUDES ONLY PERMANENT LANDSCAPING. LANDSCAPING THAT MAY BE REMOVED OR MOVED WHEN BLOCK "G" IS FULLY DEVELOPED IS NOT INCLUDED. 2) THE EXISTING STREET TREES ON BLACKBIRD LANE AND THE EXISTING SCREENING TREES ALONG THE SEMINOLE PLACE PROPERTY LINE ARE NOT INCLUDED IN THESE CALCULATIONS ALTHOUGH THEY WILL REMAIN. 3) NO SPECIES OF TREES OR SHRUBS CONTRIBUTE MORE THAN 25% TO THE TOTAL COUNT. FILE NAME: PERMANENT LANDSCAPE SCHEDULE CALCULATIONS CALCULATIONS CODE QTY BOTANICAL I COMMON NAMES Type SIZE ROOT SPACING r As AREA OF TREE TOTAL 1 1 /7/ 13 Shade Trees UNIT TOTAL AR Shown IN SF. AREA IN SF. 7,965 Shade Trees, Flame Red Maple: PA UNIT TOTAL AB 21 Acerbuergeranum 1 Trident Maple Shade 7' B &B A.S. 125 2,625 AF 10 Acer ginnala'Flame'/ Flame Amur Maple Shade 7' B &B A.S. 206 21060 AR 45 Acer rubrum 'Autumn Flame'/ Autumn Shade 2.1/2"c B &B A.S. 177' 7,965 UP 6 Flame Red Maple 386 2,196 120 Total Parking Trees Provided 35,843 Platanus acerifolia 'Bloodgood' / Bloodgood PA 32 Shade 2 1 /2"c B &B A.S.. 368 11,776 London Plane Tree GT 87 Gleditsia triacanthos var. inermis 'Skyline'/ Shade 3112 "c B &B A.S. 424 36,888 Thornless Honeylocust QP 38 Quercus phellos 'QPSTA' / Hightower Shade 2 112'.c $ &B A.S. 370 14,;060 Willow Oak UP 7 Ulmus parvifolia 'Allee' / Allee Elm Shade 2112 "c B &B A.S. 366 2,562 Ornamental (Flowering) Trees UNIT TOTAL AG 23 Amelanchier grandiflora'Autumn Brillance't> Ornamental. 8" 8 &B A.S. 130 2,990 Autumn 'Brilliance Serviceberry AP 5 Acer griseum /Paperback Maple Ornamental 8' B &B A,S. 88 440 CC 26 Cercis canade,nsis / Eastern Redbud` Ornamental 7' B &. B A,S. 124 3,224 MS 4` Magnolia soulangiarna / Saucer Magnolia Ornamental 81 B &B A,S. 145 580 Evergreens Trees UNIT TOTAL lQ 22 Ilex opaca I American Holly Evergreen 6 -8' B &B A.S, 56 1,232 JV 26 Juniperus virginiana / Eastern Red Cedar Evergreen 10' B &B A.S. 16 416 PB 22 Picea abies / Norway Spruce Evergreen 10' B &B A.S_ 41 902 XCL 39 X Cupressocypads teylandii I "Leyland Evergreen 6' B &B A.S. 26 1 ,1014 Cypress TP 41 Thuja plicata & cvs. / Giant Arborvitae Evergreen 6' B &B A.S. 8 328 (Atrovirens, Green Giant) 448 Total Trees Provided Total Tree Canopy Area Provided 89,062 Shrubs / Groundcover I Greenscreen UNIT TOTAL EK 79 Euonymus kiauts ovic.us'Manhatten' / #5/30 "' 8&B A.S., 0 0 Manhattan Euon .mus EA 101 Euonymus alatus''Compacta' / Compact #5/30" B &B A.S. 0 0 Winged Euonymus IV 46 lllex verticillata 'Red Sprite' / Red Sprite #5/30" B&B A.S. 41' 1,886 Winterberry VD 67 Viburnum dentaturn / Arrowwood Viburnum 5' B &B Z/ A.S. 31 2,077 VS 64 Viburnum setigerurn I Tea Viburnum 5' B &B A.S. 0 0 PAT 27 Polygonum aubertii f Silver Lace Vine #5 Cont. 36" 0 0 LIR 336 Liriope muscar 'Big Blue'/ Big Blue Liriope #1 Cont. 18" 0 ;C. 0 0 Pt]K: 72 Pennisetum of entale 'Kartey Rose' #1' Cont, 24" q; C. 0 4 Kadey Rose Fountain Grass 720 Total Shrubs t Groundcover i Total Shrub Canopy Area ;Provided 3,963 Greenscreen Provided Total Canopy Area Provided 93,025 NOTES: 1) THE "PERMANENT LANDSCAPE SCHEDULE" INCLUDES ONLY PERMANENT LANDSCAPING. LANDSCAPING THAT MAY BE REMOVED OR MOVED WHEN BLOCK "G" IS FULLY DEVELOPED IS NOT INCLUDED. 2) THE EXISTING STREET TREES ON BLACKBIRD LANE AND THE EXISTING SCREENING TREES ALONG THE SEMINOLE PLACE PROPERTY LINE ARE NOT INCLUDED IN THESE CALCULATIONS ALTHOUGH THEY WILL REMAIN. 3) NO SPECIES OF TREES OR SHRUBS CONTRIBUTE MORE THAN 25% TO THE TOTAL COUNT. NOTE: THIS TABLE IS ONLY FOR REFERENCE WITH THE CALCULATIONS. THESE TREES ARE INCLUDED IN BOTH THE "TOTAL LANDSCAPE SCHEDULE" AND THE "PERMANENT LANDSCAPE SCHEDULE ". SHEET REVISION PLANTING NOTES 1. THE CONTRACTOR SHALL PROVIDE MATERIALS, LABOR AND EQUIPMENT TO COMPLETE LANDSCAPE WORK AS SHOWN ON THE PLANS 2. "PLANT MATERIAL SHALL CONFORM TO THE SIZES GIVEN IN THE PLAN LIST' AND SHALL BE NURSERY GROWN IN ACCORDANCE WITH THE "AMERICAN STANDARD FOR NURSERY STOCK," LATEST EDITION. PLANT MATERIAL EXHIBITINGA SPINDLY OR LOP -SIDED HABIT OR OTHER iFEATURE-THAT DETRACT FROM ITS HEALTH O. R APPEARANCE WILL BE REJECTED 3. PLANTING SHALL BE IN ACCORDANCE WITH STANDARD AMERICAN ASSOCIATION OF NURSERYMEN PROCEDURES AND SPECIFICATIONS. 4. CONTRACTOR SHALL CONTACT UTILITY COMPANY VERIFY THE CORRECT: LOCATION OF UNDERGROUND UTILITIES WITHIN THE LANDSCAPED AREA PRIOR TO INSTALLATION OF PLANT MATERIAL. IF CONDITIONS ARISE IN THE FIELD WHICH NECESSITATES SHIFTING OF THE PLANT MATERIAL, LANDSCAPE' ARCHITECT' IS TO BE CONSULTED PRIOR TO RELOCATION 5. OBTAIN APPROVAL FROM OWNER BEFORE MAKING ANY SUBSTITUTIONS OR CHANGES 6. PLANT BEDS AND TREE PITS SHALL HAVE A GRANULAR PRE- EMERGENT WEED CONTROL APPLIED PER MANUFACTURER'S RECOMMENDATION PRIOR TO MULCHING 7. PRECAUTIONS SHALL BE TAKEN TO AVOID DAMAGE TO EXISTING PLANTS, TURF AND STRUCTURES. DAMAGED AREAS SHALL BE RESTORED TO THEIR ORIGINAL CONDITIONS. TURF AREAS DISTURBED BY PLANTING OR GRADING - OPERATIONS SHALL BE FINE GRADED AND SEEDED OR SODDED. DEBRIS AND WASTE MATERIAL RESULTING FROM PLANTING OPERATIONS SHALL BE REMOVED FROM PROJECT AND CLEANED UP 8. PLANT FOR BEST APPEARANCE FOR REVIEW AND FINAL ORIENTATION BY LANDSCAPE ARCHITECT 9, PLANT BEDS AND PLANTING AREAS TO BE MULCHED TO A DEPTH OF 3" UNLESS OTHERWISE NOTED ON DRAWING 10. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 30' 6%8&M" 30' 0 30' ENHANCED PEDESTRIAN CORRIDOR PLANTING AREAS W a ENGINEERS El SURVEYORS PLANNERS ASSOCIATES PO Box 4119 3040 Avenrore Square PI. Lynchburg, VA24502 C'hurlunes'ville, VA 33911 Phone: 434.316.6080 Phone: 434.984.2700 www.wWassuciates.net LEGEND ENHANCED PEDESTRIAN CORRIDOR PLANTING AREAS xxxxxx PLANTING AREAS IN ENHANCED PEDESTRIAN CORRIDORS :r;.. SEATING AREA (CONCRETE) BENCHES DESIGNED BY: PROJECT: DDB STONEEFIELD BLOCKS F & G DRAWN BY: FINAL SITE PLAN REGITa TITLE: ALBEMARLE COUNTY, VA DIHR BY: LANDSCAPE DETAILS HFW WWA NUMBER: FILE NAME: PARKING LANDSCAPE SCHEDULE CALCULATIONS CODE QTY BOTANICAL I COMMON NAMES AREA OF TREE TOTAL 304204C_LS-4.dwg CIVIL IN SF.. AREA IN SF. 1 1 /7/ 13 Shade Trees UNIT TOTAL AR 45 Acer rubrum 'Autumn, Flame`/ Autumn 177 7,965 Flame Red Maple: PA 32 Platanus acedfolia'Bloodgood' / 36,13 11,776 Bloodgood London Plane Tree GT 4 Gleditsia triacanthos var. inermis 424. 1,696 'Skyline'/ Thornless Honeylocust QP 33 Quercus phellos 'QPSTA' l Hightower 370 12,210 Willow Oak UP 6 Ulmus parvifolia'Allee'/ Allee,Elm 386 2,196 120 Total Parking Trees Provided 35,843 NOTE: THIS TABLE IS ONLY FOR REFERENCE WITH THE CALCULATIONS. THESE TREES ARE INCLUDED IN BOTH THE "TOTAL LANDSCAPE SCHEDULE" AND THE "PERMANENT LANDSCAPE SCHEDULE ". SHEET REVISION PLANTING NOTES 1. THE CONTRACTOR SHALL PROVIDE MATERIALS, LABOR AND EQUIPMENT TO COMPLETE LANDSCAPE WORK AS SHOWN ON THE PLANS 2. "PLANT MATERIAL SHALL CONFORM TO THE SIZES GIVEN IN THE PLAN LIST' AND SHALL BE NURSERY GROWN IN ACCORDANCE WITH THE "AMERICAN STANDARD FOR NURSERY STOCK," LATEST EDITION. PLANT MATERIAL EXHIBITINGA SPINDLY OR LOP -SIDED HABIT OR OTHER iFEATURE-THAT DETRACT FROM ITS HEALTH O. R APPEARANCE WILL BE REJECTED 3. PLANTING SHALL BE IN ACCORDANCE WITH STANDARD AMERICAN ASSOCIATION OF NURSERYMEN PROCEDURES AND SPECIFICATIONS. 4. CONTRACTOR SHALL CONTACT UTILITY COMPANY VERIFY THE CORRECT: LOCATION OF UNDERGROUND UTILITIES WITHIN THE LANDSCAPED AREA PRIOR TO INSTALLATION OF PLANT MATERIAL. IF CONDITIONS ARISE IN THE FIELD WHICH NECESSITATES SHIFTING OF THE PLANT MATERIAL, LANDSCAPE' ARCHITECT' IS TO BE CONSULTED PRIOR TO RELOCATION 5. OBTAIN APPROVAL FROM OWNER BEFORE MAKING ANY SUBSTITUTIONS OR CHANGES 6. PLANT BEDS AND TREE PITS SHALL HAVE A GRANULAR PRE- EMERGENT WEED CONTROL APPLIED PER MANUFACTURER'S RECOMMENDATION PRIOR TO MULCHING 7. PRECAUTIONS SHALL BE TAKEN TO AVOID DAMAGE TO EXISTING PLANTS, TURF AND STRUCTURES. DAMAGED AREAS SHALL BE RESTORED TO THEIR ORIGINAL CONDITIONS. TURF AREAS DISTURBED BY PLANTING OR GRADING - OPERATIONS SHALL BE FINE GRADED AND SEEDED OR SODDED. DEBRIS AND WASTE MATERIAL RESULTING FROM PLANTING OPERATIONS SHALL BE REMOVED FROM PROJECT AND CLEANED UP 8. PLANT FOR BEST APPEARANCE FOR REVIEW AND FINAL ORIENTATION BY LANDSCAPE ARCHITECT 9, PLANT BEDS AND PLANTING AREAS TO BE MULCHED TO A DEPTH OF 3" UNLESS OTHERWISE NOTED ON DRAWING 10. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 30' 6%8&M" 30' 0 30' ENHANCED PEDESTRIAN CORRIDOR PLANTING AREAS W a ENGINEERS El SURVEYORS PLANNERS ASSOCIATES PO Box 4119 3040 Avenrore Square PI. Lynchburg, VA24502 C'hurlunes'ville, VA 33911 Phone: 434.316.6080 Phone: 434.984.2700 www.wWassuciates.net LEGEND ENHANCED PEDESTRIAN CORRIDOR PLANTING AREAS xxxxxx PLANTING AREAS IN ENHANCED PEDESTRIAN CORRIDORS :r;.. SEATING AREA (CONCRETE) BENCHES DESIGNED BY: PROJECT: DDB STONEEFIELD BLOCKS F & G DRAWN BY: FINAL SITE PLAN REGITa TITLE: ALBEMARLE COUNTY, VA DIHR BY: LANDSCAPE DETAILS HFW WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 213042.04 304204C_LS-4.dwg CIVIL H: 1 " =30' V. N/A 1 1 /7/ 13 SET REV. NO. 3 DRAWING NUMBER: C -35 SHEET NUMBER: 35 of 36 vl v tci vn J �I N 0 c v a'. cis 'v t� 0 0 N 0 U v 0 c 0 to W N 1 SHADE TREE PLANTING SCALE: NOT TO SCAT F U) w ry RUU I BALL WIDTH STAKE LIMIT OF TREE PIT LIMIT OF TREE CANOPY / MULCH ROOTBALL =OR ADJACENT DNS. AL LEADER. OR 2" MAX. =1NISH GRADE. BE PLACED IT & REMOVE TOP 1/3 OF BURLAP ROM ROOTBALL. ZING TO LIMIT OF CANOPY q. DIA., WHICH EVER IS GREATER. -CUT EDGE IG SOIL MIX LANTING IN LAWN, SEED / SOD - OF MULCH RING 'RADE NT PLANTING; kN FOR MATERIALS. ( SIDES AND BOTTOM OF 'IT TO 1" DEPTH. kMPED SOIL TO ROOT BALL JRBED SOIL NOTES: 1. NEVER CUT CENTRAL LEADER. 2. CUT & REMOVE WIRE BASKETS IF APPLICABLE. 2. MULCH NEVER TO BE PLACED AGAINST TRUNK/ROOT FLARE. A41 mii 3 EVERGREEN TREE PLANTING SCALE: NOT TO SCALE SET TREE W/ 1/8 OR 2" MAX OF ROOT BALL ABOVE GRADE CUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL MULCH AS SPECIFIED SOIL MIX AS SPECIFIED SHOVEL -CUT MULCH EDGE FINISHED GRADE SCARIFY SIDES OF HOLE PRIOR TO PLANTING UNDISTURBED SOIL MULTI -STEM TREE PLANTING SEQUENCE OF CONSTRUCTION (GENERAL) REFER TO SPECIFICATIONS 1. STAKE OUT PLANT /BED LOCATIONS. 2. CUT EDGE OF PLANT BED 3. TILL SOIL AND APPLY AMENDMENTS 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. 7. PLACE BACKFILL. 8. WATER EACH INDIVIDUAL PLANT THOROUGHLY. 9. PLACE MULCH OVER ENTIRE PLANT BED. 10. WATER ENTIRE PLANT BED THOROUGHLY. NOTES: 1. NEVER CUT CENTRAL LEADER. 2. CUT & REMOVE WIRE BASKETS IF APPLICABLE. 2. MULCH NEVER TO BE PLACED AGAINST TRUNK/ROOT FLARE. AL LEADER LAG, ONE PER WIRE JRN- BUCKLE (3 REQ'D) /8 OR 2" MAX. OF )VE FINISHED GRADE :CIFIED It MIN. DEPTH 1ULCH EDGE -, SEE SPECS. SUBBASE ES, CUT AND AP FROM TOP 811- SHRUB PLANTING C^AI C'. AI/1T WN Cf%AI V 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 1 LANDSCAPE MODIFICATIONS PER ARB COMMENTS RU 11 -15 -13 't"'' ' ' Li No, "� ' ` ENGINEERS SURVEYORS PLANNERS AsSOCIATES Po Boy. Lynchburg, VA 24502 Charlottesville, VA 22911 rg,VA 9 3(kFOAvenill s,V 22911. Plione: 434.316.6080 Phone: 434.984.2700 www.wwassociales.net DESIGNED BY: DDB PROJECT: STONEFIELD BLOCKS F & G FINAL SITE PLAN ALBEMARLE COUNTY, VA SET REV. NO. z J DRAWN BY. REG/'T(i DRAWING NUMBER: C -36 TITLE: LANDSCAPE DETAILS DiHR BY. HFW SHEET NUMBER: 36 of 36 WWA NUMBER: 213042.04 FILE NAME: 304204C_LS-5.dwg DISCIPLINE: C�rIL SCALE: H: AS SHOWN V. N/A DATE: 1117113 N0. SHEET REVISION BY DATE N0. SHEET REVISION BY DATE 0.0 0.0 0.0 0.0 0.0 ' o.o o.a o.o o.a -00 o.o P,P1,P2 400W PSMH XA1, XA3 400W PSMH FLAT LENS P. P 1, P2 20' -0" XA1, XA3 20' -0" FIBERGLASS LIGHT POLE CONCRETE BASE HEAVY DUTY CONCRETE PULL BOX. — REFER SPEC 16050 FOR PULL BOX 5/8.0 & 10' COPPERWELD GROUND ROD ELECTRICAL CONDUIT FOR - GROUNDING CONDUCTOR ALUMINUM TUBE EMBEDDED IN CONCRETE BASE ELECTRICAL CONDUIT(S). QUANTITY AS REQUIRED NOTE: PROVIDE CONCRETE J -BOX AS REQUIRED. THIS DETAIL IS FOR ELECTRICAL CONDUITS ROUTING ONLY. SEE STRUCTURAL DRAWINGS SO.2 FOR DETAILS. POLE DETAIL SCALE: NTS 0 o o.o 'o.o 'a.o o.o SITE LIGHTING PLAN SCALE: 1" = 60' -0" PLAN NOTES U1 PROVIDE 6" EXTERNAL HOUSE SIDE SHIELD ON THE SIDE OF FIXTURE CLOSEST TO THE PROPERTY LINE. A nnTmTnAT A T ATnrPL-1Q 1. ALL P, XA AND XB FIXTURES SHALL HAVE BRONZE FINISH. 2. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE LUMENS SHALL BE A FULL CUT -OFF LUMINAIRE. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN THE RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE -HALF FOOTCANDLE. 3. AUTOMATIC DEVICES SHALL BE USED TO EXTINGUISH EXTERIOR BUILDING ILLUMINATION BETWEEN 11:O0PM AND DAWN. BUILDING LIGHTING SHALL NOT BE MODIFIED TO REFLECT SEASONAL COLORS. 4. ALL CALCULATIONS HAVE BEEN RUN AT INITIAL ILLUMINANCE (LIGHT LOSS FACTOR OF 1.0) i FUEL FACILITY - LED (GA & GF) NO SCALE 'OA .1 +0.4 +0.2 +0.1 +0.1 +0.1 +,00.1 +0.1 +0.1 +0.1 R) +fl -9 +OJ +1 .2 +0.7 +1 .0 x'11 B +1 .3 +/1�\ +0.3 �o.a .0 '0.6 - �o:o-- -�U..0 TYPICAL WALL PACK DETAIL (W) sc x- mm FIXTURE DESCRIPTION TYPE DESCRIPTION QUANTITY OCOOPER GALLERIA GSM -400W- PSMH -AS -FLAT LENS, TYPE 5 i DISTRIBUTION. FIBERGLASS POLE 20' ABOVE GRADE, WITH 2' -6" BASE. BRONZE FINISH. 2) FIXTURES PER POLE. COOPER GALLERIA GSM 400W- PSMH -3V -FLAT LENS, TYPE 3 12 POLES P1 DISTRIBUTION. FIBERGLASS POLE 20' ABOVE GRADE, WITH 2' -6" BASE. BRONZE FINISH. COOPER GALLERIA GSM -400W- PSMH -AS -FLAT LENS, TYPE 5 0 "i.1I��i�M P2 DISTRIBUTION. FIBERGLASS POLE 20' ABOVE GRADE, WITH 2' -6" BASE. BRONZE FINISH. 1) FIXTURE PER POLE. GALLERIA GSM -400W- PSMH -AS -FLAT LENS, TYPE 5 2 POLES ®COOPER DISTRIBUTION. FIBERGLASS POLE 20' ABOVE GRADE, WITH 2' -6" BASE. BRONZE FINISH. 2 FIXTURES PER POLE. COOPER GALLERIA GSM 400W- PSMH -3V -FLAT LENS, TYPE 3 2 POLES DISTRIBUTION. FIBERGLASS POLE 20' ABOVE GRADE, WITH 2' -6" BASE. BRONZE FINISH. SELUX DISCERA DSC6- R3- H100T6, TYPE 3 DISTRIBUTION. 12' 39 POLES XB ALUMINUM POLE. BRONZE FINISH. 0 o o.o 'o.o 'a.o o.o SITE LIGHTING PLAN SCALE: 1" = 60' -0" PLAN NOTES U1 PROVIDE 6" EXTERNAL HOUSE SIDE SHIELD ON THE SIDE OF FIXTURE CLOSEST TO THE PROPERTY LINE. A nnTmTnAT A T ATnrPL-1Q 1. ALL P, XA AND XB FIXTURES SHALL HAVE BRONZE FINISH. 2. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE LUMENS SHALL BE A FULL CUT -OFF LUMINAIRE. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN THE RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE -HALF FOOTCANDLE. 3. AUTOMATIC DEVICES SHALL BE USED TO EXTINGUISH EXTERIOR BUILDING ILLUMINATION BETWEEN 11:O0PM AND DAWN. BUILDING LIGHTING SHALL NOT BE MODIFIED TO REFLECT SEASONAL COLORS. 4. ALL CALCULATIONS HAVE BEEN RUN AT INITIAL ILLUMINANCE (LIGHT LOSS FACTOR OF 1.0) i FUEL FACILITY - LED (GA & GF) NO SCALE 'OA .1 +0.4 +0.2 +0.1 +0.1 +0.1 +,00.1 +0.1 +0.1 +0.1 R) +fl -9 +OJ +1 .2 +0.7 +1 .0 x'11 B +1 .3 +/1�\ +0.3 �o.a .0 '0.6 - �o:o-- -�U..0 TYPICAL WALL PACK DETAIL (W) sc x- mm FIXTURE DESCRIPTION TYPE DESCRIPTION QUANTITY OCOOPER GALLERIA GSM -400W- PSMH -AS -FLAT LENS, TYPE 5 14 POLES DISTRIBUTION. FIBERGLASS POLE 20' ABOVE GRADE, WITH 2' -6" BASE. BRONZE FINISH. 2) FIXTURES PER POLE. COOPER GALLERIA GSM 400W- PSMH -3V -FLAT LENS, TYPE 3 12 POLES P1 DISTRIBUTION. FIBERGLASS POLE 20' ABOVE GRADE, WITH 2' -6" BASE. BRONZE FINISH. COOPER GALLERIA GSM -400W- PSMH -AS -FLAT LENS, TYPE 5 38 POLES P2 DISTRIBUTION. FIBERGLASS POLE 20' ABOVE GRADE, WITH 2' -6" BASE. BRONZE FINISH. 1) FIXTURE PER POLE. GALLERIA GSM -400W- PSMH -AS -FLAT LENS, TYPE 5 2 POLES ®COOPER DISTRIBUTION. FIBERGLASS POLE 20' ABOVE GRADE, WITH 2' -6" BASE. BRONZE FINISH. 2 FIXTURES PER POLE. COOPER GALLERIA GSM 400W- PSMH -3V -FLAT LENS, TYPE 3 2 POLES DISTRIBUTION. FIBERGLASS POLE 20' ABOVE GRADE, WITH 2' -6" BASE. BRONZE FINISH. SELUX DISCERA DSC6- R3- H100T6, TYPE 3 DISTRIBUTION. 12' 39 POLES XB ALUMINUM POLE. BRONZE FINISH. OLITH DSXW2 LED 50K 1000 T2M, 109W LED, 20' MOUNTING HEIGHT 35 BRONZE FINISH. GA 155W LED, RECESSED SYMEfRIC DOWN LIGHT, 14' MOUNTING HEIGHT 5 BRONZE FINISH. GF 155W LED, RECESSED ASYMETRIC DOWN LIGHT, 14' MOUNTING HEIGHT 16 BRONZE FINISH. m 0 IL S 9 s U 0 a m A AO rVA 90 rIL 0 1� A < Nk I! . 1 1 B B FIXTURE W • • L�atdlL DSXW 2 LED 3D TQOt3 50K T2M m Mi DDBXD Ca- Series ��e LED Waft Lurr�inaire Notes riltltc5..a.• Type: 11 httn DECONSo6(fiH1S e . T1 t ru rwr tonrtuarluta - I i tats a smr Introduction d #'series The D- Series Wail lurninaire is ,a stylish, fully integrated LED solution for building- rnouilt specifications applications. It features a sleek, modern design Luminaire Back Box (138W) and is careful engineered to provide long-lasting, ly en � � OOW F - Weight, I .7 1 2 IF�s 13112 21 IDs / l , • enar - §§tct nt it h 1n tth a v rtes § tic al Width. Widths a G'„ t. N d t? A ,fit a teas S,j x�o�rr,l Weight; ;r }.sk;� Jy g 9 y p , a and control options for custornized performance. .Depths. 1Q' Depth: 1: -112.. rrt 38sr.. r`rs' f 7 f '� With an expected service life of over 2(l ears of „ A Y :i 7-55/8" Height: NetglTt: t��.<ntrr<t nighttime use!'and up to 76% in energy savings. Fa,374`,NPT. E) over comparable 40QW metal halide luminaires,: W l the D- Series Wall is a reliable, low- maintenance pj ` H lighting solution that produces sites that are kD7 �V01�I�1 11 H exceptionally illuminated. . - s !»XAMPt,E. DSXW2 LED 30C 700 .40K T3M MVOLT DQ BTIQ OSXW1 LED LEDs 12S pgw Short M DL T t Shi PIe tlindued Shipped Installed l led S Ii ppe dinstal[ d D D Q D k9ronAd - A1.1rHZ7fi 1A one Lithurna Way •'Conyers, Ge *rata 3dF.12' • i t1Gne :WX.2l9 804l •Fax: f!{7Y13.12iN +'aavav (itt¢ca,ia.ro #at LIGHrIN0, 39 [U72.2913,Atu +ty 3eartds N yktw'9, inc Atlr3c i,rxmsen ed. BUILDING SIGN LIGHTS reae•.1 t r.- -,e.s� r- ,e.z•.l i �Izral- � Ninhtvisinn 7n W_ wall washpr_ with mnuntina bracket Part number Color Lamp Lampholder Weight Beam angle y 01 - - 20C 201105 12M rA.$1iWiliunt 110, Iblaak) Surft:e PE PhotVIectrccell. SF 5iilItefuse OEILXD Slack Rx78 Rx7S Rx7S (LImenguio) 135 li III 5hott 208, nruplirg button type' 0 41),277, 34R) I 014AXO Wiwi 0.19'. - 30C 30 1.E0 13M 11et Vittdii 2401 bracket PER ll£Atrt deist -Ilck yet taste + /ri ° IN DF Double fuse alufnimtal Olt 0 ( „ rglaq)s l 14M 1 elYhWiu1 277. ( .......................... . 550 3 tl'r DWHXD W7ttt ... ...... , O.t/ 0 TFTM For wdlrcrr 387 Shi PP edseparately' Qhf 0- iD, Jdi nminglthS Ifause -y slde 055XO 5and;t pne 0,50 0 DFIye:44y1nt PAdum ggpt BOW Stae- fnocauUCls) 3rK 5 DDBTXO Te,(tuteddalk 71W R 35Q 350tru1 013E 0 03) O aldunLtit OCR` Dimall and con, 11.16 Emnze Hann 1 530 53OmA 101 n n sa n baLkWX trollable via RCiAi Shipped separately V1101) rerturedbluk 700 700rnA {ftl (conduit entry) {nocontraBjg RSW ONATXD' Imuk natural 1000 I000rflA(I1), PIRH 18D motion xmc t5- Unrlghti I spikes aluninum W6 Wlreguani s DWHQO ltAurcdtiIlte (afartemperatere VG Vudjquil4 r D5510 306 34Ci1K 5arxfslaie 40K 4000K SOK 504;0K NOTES , �Ga;eSStlri @S I NVOLTdtvvra .rata% *» m 6» fin aBorn120277`!ieHa,$p4c41N20 8,240z27 apti4» swywhenur3oinyth Ming ( F6Foptetj ,orPhromcvntviPE:sptbn). 2 Available aith 30 LED1700friA options Cady tDSXYk2 LED 30C 790).. 3 fits*"m4Uuas.as *F;n- *wavmws y:s,rv'Atseexx4tdoimat;ura. OSWNLSMEU Phaotit-$11Initj•4(I.,rr27,1) 4 flw:crewnruttAB}'t:<glui 120,2W,240uf277vc4wymopt;w, Ftt(zn liar aonifarsacD..ntrj 5 'St'ieGtieY a ROAMrg enabled Jurrtnaire with 0-IQV daining capahAty; PER Gp6an jegt,.'�rE`d. NG.t: scu shmir ltti artadabtck with 347 t# 98t1ti AK�Ii -AndE f13 #dW'a[8 dit,{ $BC{1G4S r &Qtr -1[HLi IUI i!L]l,�r'�ri`I d0y... =r71LJ52T 3171St bit purcha sad :,aparatelyCA1- $Ww:42-b74s M emal: su'rvs tparrks*s`neu ;.riet. rfiXNNSfl tkwkonYro : -0hWlwePet;VpritxnAlw'a'} ,4 Speri5t,*sthe'5ansarardttll sale- 6.O[,SP wntrd;- ai;�«t;an'Sak.irar G4;rlatur detaltx Dtmrninq driver 0.afN73Sy7ik. iij4-ekuot iparn nc:akiakd iaxm.+r6!J I,xrvt�sdxco+,.1 7 Sr t5YCw2y4l Y:r.�tguafJaruupoy v01tAge cj"600:. - 3 Ra •;3+tos to4*spaafianw "'A £Reptton.r3 d w dA04sippoasaali te4ne °A,aR:. GStM4288iV eadbocwericry 1111. r4rat08 (spMrFy hn(th} A1.1rHZ7fi 1A one Lithurna Way •'Conyers, Ge *rata 3dF.12' • i t1Gne :WX.2l9 804l •Fax: f!{7Y13.12iN +'aavav (itt¢ca,ia.ro #at LIGHrIN0, 39 [U72.2913,Atu +ty 3eartds N yktw'9, inc Atlr3c i,rxmsen ed. BUILDING SIGN LIGHTS reae•.1 t r.- -,e.s� r- ,e.z•.l i �Izral- � Ninhtvisinn 7n W_ wall washpr_ with mnuntina bracket Part number Color Lamp Lampholder Weight Beam angle y 01 - - X30 3 C0 -180 090 -270 NW13- 9- 1.5- B- 78- 0 -C-S-00 TEXT, BLACK 70W CERAMIC MH D/E 70W CERAMIC MH D/E 7OW CERAMIC MH D/E Rx78 Rx7S Rx7S 9.25lbs 9.25lbs 9.25lbs 10° 102° NW13- 9- LS- 13-EW- 0- C -S-00 EURO WHITE NW13- 9- 1.5- 8- 10- 0- C-S-00 MATTE SILVER Ninhtvisinn isn W_ wall washer_ with mounting bracket Nightvision NVB wall washer with mounting bracket die cast low co per alloy aluminum body CSA listed wet abet IP65 powder polyester finish tempered glass lens high purity aluminum reflector integral electronic ballast for 70W remote magnetic ballast for 150W stainless steel hardware can be mounted with bracket feet in or out supplied with 4 feet SJOW cord Part number Color Lamp Lampholder Weight Beam angle -y : ++ C0 -180 C90 -270 10° 102° ! = 01 - - X30 3 NWB- 9-Ut -B -78-0- 5-5-00 NWB- 9- U1- B- EW4O•SS -00 EXT. BLACK EURO WHITE 15OW CERAMIC MH DIE 1SOW CERAMIC MH D/E 1 5O CERAMIC MH DIE Rx7S Rx7S Rx7S 8.75lbs 8.75lbs 8.75lbs NWS -9-U7- 13.10- O-S-S -00 MATTE SILVER D F mom 0 Lumen Output Lumen Ambient Temperature (LAT) MuNpiiers Lurncn aluesaa 4m photukl:etric tests pperfomed in actadance with lE5Vk.LM- 79- 08.Data is cond resentaive Use these factors to de ter.m; a r el a lu rnen out pu. t for aver ay e a to ro of dta conGgurativrs sine v », within the tolarantes alluraud L+Y ljghting Facts..Aetual ppekfw,naixe may ctffer as a result o(egd• from 0.0C {32- 104 1F). user a,lvirurrnent and applifatlan. CanWct factory furrlormanca data_on any cunfig xranons no; shown here. a c 3z-F .oa ! + to c So`p i.dt 20`[ WIF 1.00 25 °C 77 °F 1.00 i25 3533 1 $ l 98 38EA t 0 t 107 T2M 3437 1 1 0 1 1 1 45 1 3755 1 1 _0 _ 1 1 104 30 1C 86 °F L00 530 20CS34 -'K 35W W 3484 1 0 1 1 1 47 3811 1 0 1 106 40°C 104°F 0.98 lam 3545 1 4 2r I 98'< All 1 0 "it fM IT IM 3498 t 0 1 47 3819 1 0 t i06 Projected LED Lumen Maintenance lfTM 3495 1 0, 1 97 ,, 3819_ 1 D 1 t06 ;,.. Data tefeten,6 a extra Iatecl erfarrn4rce r isioucaa for the DSXWZ LED 30C 1000 T25 43J] 1 U 1 43 - 4776 h 12td 4252 1 0 1 90 -!. 4# 47 11 4 2 I9 pfak {� m -in a Z6 °C ambls based do ]O W4 ho us of t EO testing t`ces "red Rer lE at�A hhk 135 9itO t '0 ": J Y2 ' All¢ 1< 0 ! iO4t; 8003 andptdectedpertESNAIM- 2teIit 4 W T3M 4186 1 0;i 2 _93:'^ 479] 1i 0 2 '102:: t r r In rr n tr, -^' ..•• � ` • h r t :. 5 h• des -a _ _.bw To cake.* n lt. a,a1, x ur ran na .tanancv aaterlirdt _ a#1a _ .tat d u c pseuLx 4 (alms) T4M 8328 1 O:i ! 42 4729 1: 0 2 : 10! of u at 1 our l elaN. for ashes lumen ma ntena ce vdaes, contact fatt #PF ' .4} 4 • 1 0 ' 1 " 92:% 47 1' '0 2 >i 101 � T2S 1914 ! 0 1 81 0462 1 Q 1 89 ` , E - - `T2M 5754 t 0 2.. 79" ..6287 2 0 2" 86 4 <. t 135 5B19 1 0 1 80' 6117 '1 0 2 87 :. 1400' 10C1W0 K I3W -9- 13M 5435 3 : 0 t 8! 6434: 1 0 2 . I4M SSSS 1 0 2 fA 6398 1 0 2: 83 .,..,...�, , a .,,,,,,,W...,.,,,,,,.J.,..,,.., irim 5851 1 0: 2 Set'' 4383 1 0 1 86 _ :125 51A 1 01 1 .93 5769 t _ 0 . 7 "_ ' 107 : '32M sta7 t• 9' i Ai,r 46ti i. o .�. i0s Electrical Load, " + • a it :.. To 301 corn lata hotonn is re oris cr tioVVnload ,ins files (or this Product, VIA Lfidhoria L htin `3 did rias`NeSE Sas 2ity «a : ga P P P. Pr 9 9 Pa Csofaatcatcila piatcirGr then D"�sCtN'2 LED "aU4' iCGli.iCY.. Distances al,a iA wars otn't4/,ntkn9 he,yhti rt y'h 0;sU,6ution nradd'f cbnVar;sgn to 4MU meta( by Ldo. t.EGENO 1 l 3 1 Q 1 S i l 1 I ; 1 6 t j # t G A 2 f a , r 1 a .a Lt:GENP r 4 l $ t t r t ._ i 1_111 a i,.,+ i. 1111._. ..,: ,_..._, 1111 1 g ! E "`:'g. c �. I ... T. _. { x DSXW2,- . 1 O'Sfc a P•- '-yy sl` .�= , s y �:: . � .. I,. f:..,.:I I . ....-' ., . T0WF{2c , J l ` - 1.0 1 , z IVIldak �- it,, •t ' s ( r ( t 99r 1 ....::I 45 XY:?2 j r d(F2?dXC.i Pule &: 2y)o AYntJ Ht. FEATURES & SPECIFICATIONS INTENDED USE 4CUOK vo rnut CRI)r31 CCOCIi (65 tout Cl Configuiationt. 71ioenewsla?,,q.!01.71lfi J14,615'7[Ji R+*l icks; 790 ofdwp 'Wos',talt5442Irkt.&it010, viliki ' c4tura Ear buik9irc,3- rrevnted..iloarra.,rr arc paltrxay 4Stannatiwk forne3 ,y m y { «.iUt ELECTRICAL fayhtengrna(s) cvr _-,Pf 10h;94-elritacy LEQs,elounted to. a mitat-sole r.irca,k boerd to CONSTRUCTION lnanilnktn Twat � >,Ip�linn and prurnota isx-g cite i�1.3771tX1,Lkka 1u5 at GS °C }; C.ta,s 1 el�5trcni. Two -piece dfe -Casi alknalnlim ll0uslt q his integral beat sink fir*, to 6iP nlize th(umar nwn4gement drWef5 hir a z power fac;gr ":rnli, THD - ZM, and an exrrs"gd life. of lCQWQhuvrs, Surge:. k -.r. ,1111 ,. 01tGuyttc, mdu�bve. an. ifsvkYa+. t, vytVghightndulrirc. e, t4e1a11uKS :for<ase4frnautturar{40:.TYie pro,ccboi:deri_krnae.auannntn, erne_ atk,> c�tyC .lgdlParANot7lcEt(.GL,it::?r. LED driver is mounted to the door to thermally is❑1ate it from the trot engines fat low operet rq INSTALLATION tale, arab.,ta grid torn ill•. Honirr i2 Cuerr hktal saal,ad a• a;rstu,ak tarp and 81vix *nmanial iy:- kg !may cowtanaEr7sntx. for g4;ck a f ea-tAIAt•ort Lurttiri.-ure Vas a sloriycr sket n;raw land 111af0 varYl92 bux Il1c1U l^414r1kVUliJi nlGUnSin %}r3Cttar atCa!1ka5 saGOtr1I' t0 dli attYCiL:iS: tit tilA FtN1,SH mosniinghra<: ketu ',acQmssiaao-ra�istancsaew:a. Egtarior Parts a[u pratac.ie: a hr a zany tntgsPsf Super D?+iu4far TGfC henncseapvwdcr coatfintsb LISTINGS 21781 pea ftd959t3pC'ilUr ra3kS tanLC t0 C9rtQ5tr2n a47� wtlatllerint3. A tigfltly Catltrul�ed In!31fi-a33e -faces% enwre,: a min"nlrn 3 n115 thlfknGgs for a lie rsh. that can withstand extrema drmate . C;A csrtiFiad tail. ;..and Canadian standards, f2a:ed for 4010 mlhimwn ambient. .a.4- witliuutvackinc3 or ieeLnq Avai1.,61u in uistured .aar4 nrn- 1 -f,red finrsE,es. WARRANTY. OPTICS Fns year linaktatf xerrattty Full warranty tarrrr .aEdwd ac a +d „G.rycu+cJ�zgar:Iz greu` Pretlstan- moldradptuprtetarg. asryGuIensaaprcMorrtulfplephotornov Ictltstu'butlor%talfored L�rtOmerrRcstsLrcc.; 7tarms "„r•#u4G'rd1LQr,.W'pk,. r sF.acificaliy Eu E?u c1 3 r u clad appiicatiar s L y71 mrrg n+rx are avxll.cLls kn'AX70EG (%il resin. _RIS.. Note: SWi1"lf4 aun7 sublsu SG chsngs vntttUOtr❑1ifC; IfIVVNf. wr1 tLitiviia`1a a €.^rnyers,-n a rg is G01 2: • Fh J3 .21 Y; =l • F as 7701,18. 12• w r! ith}p" p , a rr d 57 OFA . «.. rr52?12- 2013AeuityUfan sLighting,hem All dialit wserlaci. Rev_N41B * LIGHT TO BE POINTED DOWN (NOT UP) AND THE FIXTURE IS TO BE MOUNTED IN THE HORIZONTAL POSITION. Nighttime Friendly ( Lithonia Lighting Page t of 1' Horrte Cornporilir Product Data rraighi 4 . Distributors S:Ttes SuOtixfnatlitlky Co#t to -cC. AND S t"..4URF ':' M G`C.WM1IJ iTY RESPONSIVE- DES�Gti'+S 11f l * -I'i-1 NIGHTTIME-! F* R i' l" 3'. TD .V "' NiGH . fMf:.r� t,:.L7 S SIi~ i'CATi N. FRIENDLY Increased ernphasis on controliing stray Eight In outdoor appii_cations is sending i eut"ffhi inaltas- ire " nrlr2ia t c nt nttr @� in itbarc' } new li ! n tools. With tali o m sa and note 1 n n h D g g r,. I t t# i� 10 ht% t;Ur� 1cl u u s u Witte u t' � !t ❑r a '❑Ifi❑ v 'tf l,s stem u„ d nn a L is t v t � i PPafl pp #ul 1 R4 tr � Y #. r J $ .. F Y P the right amount of tight in the right place; tna r ' o "' ' K ° o ' ' ! • itif r acts tt# t uduco r e ative lsth nt�1 Lf btu u>ies Nk htt#nl Fnendl Vr dr,r ocl at t g ,I a y Yp y impacts oil the nighttime an5yirutTrnPttt. 1?cDductS designated With the Nighttitria Friendly 1 a4n3 ga fsi a s t v ria d ttlkc (#au s s[i- ! Thlk i, emSe @ srt i et rt t E t'en a N A Befit i i an (❑ r f all t d uc h194 i of lutrirlaira Pe1fvrtnw11; -3 a nd r#n0ili tkttlt ,Mitt# susiainability standards for light pollutturt reduction. Elms14 ` r1 AREA WALL WJUNTAD r.)1TgFF TRESp'ASSLSSUES. RYFER"CE5 :. LY3MrtNAiRE$: CLABSIF1CAilopta . ��-7; :4e,r6 e.1s CustarHa Ssrvice G H L anti, J A,,,,.,, icia. EI Iris Lightr 3 • A,l4q e 5t ,t L alturl, , t tra,xLru • dark rq I liner • 64th*nV. Ho 1.0 t., Gon.cl; U r'Cnlpuarns n / r47✓ t1Yr *el i, g# stets} GortUuI & buair n.-Mm llq,U'ug •. P-d-s • fie4 - ROAM I Seuauc Switch • SunuattcS I Syrel anj SR., Ta nr.-+' Puv:rcyf PUiiiy tkrsan '.+tllrkxla Ercii }g 02013AruKy Stands: Ultnung, InC. Affrights Ieeer idd littp;//www.lithonia,coiii/micro-webs/nighttiinefriciidly/ 10/712013 T T O N N T M di H a 0 F L�Uy� cc 1 ' U U m W Z o a a o M r 1::� Z C r Q W o curl �a Q cc ®> CL W E 0 Q �A U ®® V/ A,0 cn cc �r CV 0 iCn E .CD 0- 4) p�B i LL_ 0 m in w L: v. SHEET N0, LT=2 350 2 2SW 0 0.23 0 0.13 0 0.12 0 01 - - X30 3 36Vt 0 0.33 0 0.14. 0 0.17 0 0,14 2UC X 700 4 47W 0 0.44 ( (125 0 0.22 0 0.19'. - - 1400 J J3W 0 048 a a34 O Olt 0 02g - . .......................... . 550 3 34W 0 ..... i . ... ...... , O.t/ 0 ,..,.., .. - ..,...........- 530 5 54 0 0,50 0 049 0 0:25 0 0.22 . . 3rK 5 700 7 71W R R66 0 013E 0 03) O Oda O Ot3 1 11.16 Hann 1 1rw W 1 101 n n sa n n 2n n n ad To 301 corn lata hotonn is re oris cr tioVVnload ,ins files (or this Product, VIA Lfidhoria L htin `3 did rias`NeSE Sas 2ity «a : ga P P P. Pr 9 9 Pa Csofaatcatcila piatcirGr then D"�sCtN'2 LED "aU4' iCGli.iCY.. Distances al,a iA wars otn't4/,ntkn9 he,yhti rt y'h 0;sU,6ution nradd'f cbnVar;sgn to 4MU meta( by Ldo. t.EGENO 1 l 3 1 Q 1 S i l 1 I ; 1 6 t j # t G A 2 f a , r 1 a .a Lt:GENP r 4 l $ t t r t ._ i 1_111 a i,.,+ i. 1111._. ..,: ,_..._, 1111 1 g ! E "`:'g. c �. I ... T. _. { x DSXW2,- . 1 O'Sfc a P•- '-yy sl` .�= , s y �:: . � .. I,. f:..,.:I I . ....-' ., . T0WF{2c , J l ` - 1.0 1 , z IVIldak �- it,, •t ' s ( r ( t 99r 1 ....::I 45 XY:?2 j r d(F2?dXC.i Pule &: 2y)o AYntJ Ht. FEATURES & SPECIFICATIONS INTENDED USE 4CUOK vo rnut CRI)r31 CCOCIi (65 tout Cl Configuiationt. 71ioenewsla?,,q.!01.71lfi J14,615'7[Ji R+*l icks; 790 ofdwp 'Wos',talt5442Irkt.&it010, viliki ' c4tura Ear buik9irc,3- rrevnted..iloarra.,rr arc paltrxay 4Stannatiwk forne3 ,y m y { «.iUt ELECTRICAL fayhtengrna(s) cvr _-,Pf 10h;94-elritacy LEQs,elounted to. a mitat-sole r.irca,k boerd to CONSTRUCTION lnanilnktn Twat � >,Ip�linn and prurnota isx-g cite i�1.3771tX1,Lkka 1u5 at GS °C }; C.ta,s 1 el�5trcni. Two -piece dfe -Casi alknalnlim ll0uslt q his integral beat sink fir*, to 6iP nlize th(umar nwn4gement drWef5 hir a z power fac;gr ":rnli, THD - ZM, and an exrrs"gd life. of lCQWQhuvrs, Surge:. k -.r. ,1111 ,. 01tGuyttc, mdu�bve. an. ifsvkYa+. t, vytVghightndulrirc. e, t4e1a11uKS :for<ase4frnautturar{40:.TYie pro,ccboi:deri_krnae.auannntn, erne_ atk,> c�tyC .lgdlParANot7lcEt(.GL,it::?r. LED driver is mounted to the door to thermally is❑1ate it from the trot engines fat low operet rq INSTALLATION tale, arab.,ta grid torn ill•. Honirr i2 Cuerr hktal saal,ad a• a;rstu,ak tarp and 81vix *nmanial iy:- kg !may cowtanaEr7sntx. for g4;ck a f ea-tAIAt•ort Lurttiri.-ure Vas a sloriycr sket n;raw land 111af0 varYl92 bux Il1c1U l^414r1kVUliJi nlGUnSin %}r3Cttar atCa!1ka5 saGOtr1I' t0 dli attYCiL:iS: tit tilA FtN1,SH mosniinghra<: ketu ',acQmssiaao-ra�istancsaew:a. Egtarior Parts a[u pratac.ie: a hr a zany tntgsPsf Super D?+iu4far TGfC henncseapvwdcr coatfintsb LISTINGS 21781 pea ftd959t3pC'ilUr ra3kS tanLC t0 C9rtQ5tr2n a47� wtlatllerint3. A tigfltly Catltrul�ed In!31fi-a33e -faces% enwre,: a min"nlrn 3 n115 thlfknGgs for a lie rsh. that can withstand extrema drmate . C;A csrtiFiad tail. ;..and Canadian standards, f2a:ed for 4010 mlhimwn ambient. .a.4- witliuutvackinc3 or ieeLnq Avai1.,61u in uistured .aar4 nrn- 1 -f,red finrsE,es. WARRANTY. OPTICS Fns year linaktatf xerrattty Full warranty tarrrr .aEdwd ac a +d „G.rycu+cJ�zgar:Iz greu` Pretlstan- moldradptuprtetarg. asryGuIensaaprcMorrtulfplephotornov Ictltstu'butlor%talfored L�rtOmerrRcstsLrcc.; 7tarms "„r•#u4G'rd1LQr,.W'pk,. r sF.acificaliy Eu E?u c1 3 r u clad appiicatiar s L y71 mrrg n+rx are avxll.cLls kn'AX70EG (%il resin. _RIS.. Note: SWi1"lf4 aun7 sublsu SG chsngs vntttUOtr❑1ifC; IfIVVNf. wr1 tLitiviia`1a a €.^rnyers,-n a rg is G01 2: • Fh J3 .21 Y; =l • F as 7701,18. 12• w r! ith}p" p , a rr d 57 OFA . «.. rr52?12- 2013AeuityUfan sLighting,hem All dialit wserlaci. Rev_N41B * LIGHT TO BE POINTED DOWN (NOT UP) AND THE FIXTURE IS TO BE MOUNTED IN THE HORIZONTAL POSITION. Nighttime Friendly ( Lithonia Lighting Page t of 1' Horrte Cornporilir Product Data rraighi 4 . Distributors S:Ttes SuOtixfnatlitlky Co#t to -cC. AND S t"..4URF ':' M G`C.WM1IJ iTY RESPONSIVE- DES�Gti'+S 11f l * -I'i-1 NIGHTTIME-! F* R i' l" 3'. TD .V "' NiGH . fMf:.r� t,:.L7 S SIi~ i'CATi N. FRIENDLY Increased ernphasis on controliing stray Eight In outdoor appii_cations is sending i eut"ffhi inaltas- ire " nrlr2ia t c nt nttr @� in itbarc' } new li ! n tools. With tali o m sa and note 1 n n h D g g r,. I t t# i� 10 ht% t;Ur� 1cl u u s u Witte u t' � !t ❑r a '❑Ifi❑ v 'tf l,s stem u„ d nn a L is t v t � i PPafl pp #ul 1 R4 tr � Y #. r J $ .. F Y P the right amount of tight in the right place; tna r ' o "' ' K ° o ' ' ! • itif r acts tt# t uduco r e ative lsth nt�1 Lf btu u>ies Nk htt#nl Fnendl Vr dr,r ocl at t g ,I a y Yp y impacts oil the nighttime an5yirutTrnPttt. 1?cDductS designated With the Nighttitria Friendly 1 a4n3 ga fsi a s t v ria d ttlkc (#au s s[i- ! Thlk i, emSe @ srt i et rt t E t'en a N A Befit i i an (❑ r f all t d uc h194 i of lutrirlaira Pe1fvrtnw11; -3 a nd r#n0ili tkttlt ,Mitt# susiainability standards for light pollutturt reduction. Elms14 ` r1 AREA WALL WJUNTAD r.)1TgFF TRESp'ASSLSSUES. RYFER"CE5 :. LY3MrtNAiRE$: CLABSIF1CAilopta . ��-7; :4e,r6 e.1s CustarHa Ssrvice G H L anti, J A,,,,.,, icia. EI Iris Lightr 3 • A,l4q e 5t ,t L alturl, , t tra,xLru • dark rq I liner • 64th*nV. Ho 1.0 t., Gon.cl; U r'Cnlpuarns n / r47✓ t1Yr *el i, g# stets} GortUuI & buair n.-Mm llq,U'ug •. P-d-s • fie4 - ROAM I Seuauc Switch • SunuattcS I Syrel anj SR., Ta nr.-+' Puv:rcyf PUiiiy tkrsan '.+tllrkxla Ercii }g 02013AruKy Stands: Ultnung, InC. Affrights Ieeer idd littp;//www.lithonia,coiii/micro-webs/nighttiinefriciidly/ 10/712013 T T O N N T M di H a 0 F L�Uy� cc 1 ' U U m W Z o a a o M r 1::� Z C r Q W o curl �a Q cc ®> CL W E 0 Q �A U ®® V/ A,0 cn cc �r CV 0 iCn E .CD 0- 4) p�B i LL_ 0 m in w L: v. SHEET N0, LT=2 FEATURES & SPECIFICATIONS INTENDED USE 4CUOK vo rnut CRI)r31 CCOCIi (65 tout Cl Configuiationt. 71ioenewsla?,,q.!01.71lfi J14,615'7[Ji R+*l icks; 790 ofdwp 'Wos',talt5442Irkt.&it010, viliki ' c4tura Ear buik9irc,3- rrevnted..iloarra.,rr arc paltrxay 4Stannatiwk forne3 ,y m y { «.iUt ELECTRICAL fayhtengrna(s) cvr _-,Pf 10h;94-elritacy LEQs,elounted to. a mitat-sole r.irca,k boerd to CONSTRUCTION lnanilnktn Twat � >,Ip�linn and prurnota isx-g cite i�1.3771tX1,Lkka 1u5 at GS °C }; C.ta,s 1 el�5trcni. Two -piece dfe -Casi alknalnlim ll0uslt q his integral beat sink fir*, to 6iP nlize th(umar nwn4gement drWef5 hir a z power fac;gr ":rnli, THD - ZM, and an exrrs"gd life. of lCQWQhuvrs, Surge:. k -.r. ,1111 ,. 01tGuyttc, mdu�bve. an. ifsvkYa+. t, vytVghightndulrirc. e, t4e1a11uKS :for<ase4frnautturar{40:.TYie pro,ccboi:deri_krnae.auannntn, erne_ atk,> c�tyC .lgdlParANot7lcEt(.GL,it::?r. LED driver is mounted to the door to thermally is❑1ate it from the trot engines fat low operet rq INSTALLATION tale, arab.,ta grid torn ill•. Honirr i2 Cuerr hktal saal,ad a• a;rstu,ak tarp and 81vix *nmanial iy:- kg !may cowtanaEr7sntx. for g4;ck a f ea-tAIAt•ort Lurttiri.-ure Vas a sloriycr sket n;raw land 111af0 varYl92 bux Il1c1U l^414r1kVUliJi nlGUnSin %}r3Cttar atCa!1ka5 saGOtr1I' t0 dli attYCiL:iS: tit tilA FtN1,SH mosniinghra<: ketu ',acQmssiaao-ra�istancsaew:a. Egtarior Parts a[u pratac.ie: a hr a zany tntgsPsf Super D?+iu4far TGfC henncseapvwdcr coatfintsb LISTINGS 21781 pea ftd959t3pC'ilUr ra3kS tanLC t0 C9rtQ5tr2n a47� wtlatllerint3. A tigfltly Catltrul�ed In!31fi-a33e -faces% enwre,: a min"nlrn 3 n115 thlfknGgs for a lie rsh. that can withstand extrema drmate . C;A csrtiFiad tail. ;..and Canadian standards, f2a:ed for 4010 mlhimwn ambient. .a.4- witliuutvackinc3 or ieeLnq Avai1.,61u in uistured .aar4 nrn- 1 -f,red finrsE,es. WARRANTY. OPTICS Fns year linaktatf xerrattty Full warranty tarrrr .aEdwd ac a +d „G.rycu+cJ�zgar:Iz greu` Pretlstan- moldradptuprtetarg. asryGuIensaaprcMorrtulfplephotornov Ictltstu'butlor%talfored L�rtOmerrRcstsLrcc.; 7tarms "„r•#u4G'rd1LQr,.W'pk,. r sF.acificaliy Eu E?u c1 3 r u clad appiicatiar s L y71 mrrg n+rx are avxll.cLls kn'AX70EG (%il resin. _RIS.. Note: SWi1"lf4 aun7 sublsu SG chsngs vntttUOtr❑1ifC; IfIVVNf. wr1 tLitiviia`1a a €.^rnyers,-n a rg is G01 2: • Fh J3 .21 Y; =l • F as 7701,18. 12• w r! ith}p" p , a rr d 57 OFA . «.. rr52?12- 2013AeuityUfan sLighting,hem All dialit wserlaci. Rev_N41B * LIGHT TO BE POINTED DOWN (NOT UP) AND THE FIXTURE IS TO BE MOUNTED IN THE HORIZONTAL POSITION. Nighttime Friendly ( Lithonia Lighting Page t of 1' Horrte Cornporilir Product Data rraighi 4 . Distributors S:Ttes SuOtixfnatlitlky Co#t to -cC. AND S t"..4URF ':' M G`C.WM1IJ iTY RESPONSIVE- DES�Gti'+S 11f l * -I'i-1 NIGHTTIME-! F* R i' l" 3'. TD .V "' NiGH . fMf:.r� t,:.L7 S SIi~ i'CATi N. FRIENDLY Increased ernphasis on controliing stray Eight In outdoor appii_cations is sending i eut"ffhi inaltas- ire " nrlr2ia t c nt nttr @� in itbarc' } new li ! n tools. With tali o m sa and note 1 n n h D g g r,. I t t# i� 10 ht% t;Ur� 1cl u u s u Witte u t' � !t ❑r a '❑Ifi❑ v 'tf l,s stem u„ d nn a L is t v t � i PPafl pp #ul 1 R4 tr � Y #. r J $ .. F Y P the right amount of tight in the right place; tna r ' o "' ' K ° o ' ' ! • itif r acts tt# t uduco r e ative lsth nt�1 Lf btu u>ies Nk htt#nl Fnendl Vr dr,r ocl at t g ,I a y Yp y impacts oil the nighttime an5yirutTrnPttt. 1?cDductS designated With the Nighttitria Friendly 1 a4n3 ga fsi a s t v ria d ttlkc (#au s s[i- ! Thlk i, emSe @ srt i et rt t E t'en a N A Befit i i an (❑ r f all t d uc h194 i of lutrirlaira Pe1fvrtnw11; -3 a nd r#n0ili tkttlt ,Mitt# susiainability standards for light pollutturt reduction. Elms14 ` r1 AREA WALL WJUNTAD r.)1TgFF TRESp'ASSLSSUES. RYFER"CE5 :. LY3MrtNAiRE$: CLABSIF1CAilopta . ��-7; :4e,r6 e.1s CustarHa Ssrvice G H L anti, J A,,,,.,, icia. EI Iris Lightr 3 • A,l4q e 5t ,t L alturl, , t tra,xLru • dark rq I liner • 64th*nV. Ho 1.0 t., Gon.cl; U r'Cnlpuarns n / r47✓ t1Yr *el i, g# stets} GortUuI & buair n.-Mm llq,U'ug •. P-d-s • fie4 - ROAM I Seuauc Switch • SunuattcS I Syrel anj SR., Ta nr.-+' Puv:rcyf PUiiiy tkrsan '.+tllrkxla Ercii }g 02013AruKy Stands: Ultnung, InC. Affrights Ieeer idd littp;//www.lithonia,coiii/micro-webs/nighttiinefriciidly/ 10/712013 T T O N N T M di H a 0 F L�Uy� cc 1 ' U U m W Z o a a o M r 1::� Z C r Q W o curl �a Q cc ®> CL W E 0 Q �A U ®® V/ A,0 cn cc �r CV 0 iCn E .CD 0- 4) p�B i LL_ 0 m in w L: v. SHEET N0, LT=2 * LIGHT TO BE POINTED DOWN (NOT UP) AND THE FIXTURE IS TO BE MOUNTED IN THE HORIZONTAL POSITION. Nighttime Friendly ( Lithonia Lighting Page t of 1' Horrte Cornporilir Product Data rraighi 4 . Distributors S:Ttes SuOtixfnatlitlky Co#t to -cC. AND S t"..4URF ':' M G`C.WM1IJ iTY RESPONSIVE- DES�Gti'+S 11f l * -I'i-1 NIGHTTIME-! F* R i' l" 3'. TD .V "' NiGH . fMf:.r� t,:.L7 S SIi~ i'CATi N. FRIENDLY Increased ernphasis on controliing stray Eight In outdoor appii_cations is sending i eut"ffhi inaltas- ire " nrlr2ia t c nt nttr @� in itbarc' } new li ! n tools. With tali o m sa and note 1 n n h D g g r,. I t t# i� 10 ht% t;Ur� 1cl u u s u Witte u t' � !t ❑r a '❑Ifi❑ v 'tf l,s stem u„ d nn a L is t v t � i PPafl pp #ul 1 R4 tr � Y #. r J $ .. F Y P the right amount of tight in the right place; tna r ' o "' ' K ° o ' ' ! • itif r acts tt# t uduco r e ative lsth nt�1 Lf btu u>ies Nk htt#nl Fnendl Vr dr,r ocl at t g ,I a y Yp y impacts oil the nighttime an5yirutTrnPttt. 1?cDductS designated With the Nighttitria Friendly 1 a4n3 ga fsi a s t v ria d ttlkc (#au s s[i- ! Thlk i, emSe @ srt i et rt t E t'en a N A Befit i i an (❑ r f all t d uc h194 i of lutrirlaira Pe1fvrtnw11; -3 a nd r#n0ili tkttlt ,Mitt# susiainability standards for light pollutturt reduction. Elms14 ` r1 AREA WALL WJUNTAD r.)1TgFF TRESp'ASSLSSUES. RYFER"CE5 :. LY3MrtNAiRE$: CLABSIF1CAilopta . ��-7; :4e,r6 e.1s CustarHa Ssrvice G H L anti, J A,,,,.,, icia. EI Iris Lightr 3 • A,l4q e 5t ,t L alturl, , t tra,xLru • dark rq I liner • 64th*nV. Ho 1.0 t., Gon.cl; U r'Cnlpuarns n / r47✓ t1Yr *el i, g# stets} GortUuI & buair n.-Mm llq,U'ug •. P-d-s • fie4 - ROAM I Seuauc Switch • SunuattcS I Syrel anj SR., Ta nr.-+' Puv:rcyf PUiiiy tkrsan '.+tllrkxla Ercii }g 02013AruKy Stands: Ultnung, InC. Affrights Ieeer idd littp;//www.lithonia,coiii/micro-webs/nighttiinefriciidly/ 10/712013 T T O N N T M di H a 0 F L�Uy� cc 1 ' U U m W Z o a a o M r 1::� Z C r Q W o curl �a Q cc ®> CL W E 0 Q �A U ®® V/ A,0 cn cc �r CV 0 iCn E .CD 0- 4) p�B i LL_ 0 m in w L: v. SHEET N0, LT=2 �a Q cc ®> CL W E 0 Q �A U ®® V/ A,0 cn cc �r CV 0 iCn E .CD 0- 4) p�B i LL_ 0 m in w L: v. SHEET N0, LT=2 w L: v. SHEET N0, LT=2 _� _ -- - —_ - - - -- - - _ - - - -- _ - -- �- -- • .. -_ - - -- - -_ - - -- — — C Q E 1 F G �— l (—v ! J K 1— FIXTURES GA & F Cbsgb er„ LED AMBIENT caNQPv LIGHT c s Ev7l £ttr ,& , I �t Mav'be covered by the lellaivloo: US Rated! 0574994. 782845C a002426 &; @[142968 and Mx parent 29631 and ISRL 49679 and AUS 20611112669 and oS & NO. plil pauding SMARTTE0 ENERGY SAVING FEATURES: THERMAL CONTROL - Sensor rudurues dtiYe dur#ent wlterrarnbient rein erall lone rceud rafetl fenlperatute L E} S ;hGC from thret cart a � � # �G es r Sd 'A and 121 ! which feature s i oot f � h b ugh tries s LE05; 6300 *K color tempoiature, 70 CRI (nominal) 0 RIPE CURR Q Su per -Sau e r ( Sc ). - m � t acanO , i a I and ifghtlt_I11men s per 1ratk car High Output. (H4) - tifuIlest output per initial dollar. ttPTICK / DISTRIBUTION AvaiiaW; with (SO)Awdarrt _ar3opy or (f1C) A*pl 1rgJOtr1. Orr, py, disfrlbudon. L1 OPTICAL U l _ Fe u •'i " C' -s n 1" ri iDU'dr('.'• a -lur "i n' N.T. ai _ru g �n uf..ta � l p _lllu, I �_ ,)15 dl _n- aldr_irJUrn with a .rear tviTl Pei ed glas5lens. Uf lit is Wateef61sstlit, sealed to all IM taCuiq. Mended 11 degial slf lu m LIGHT OUTPUT _ t d tirade t;a si acs a d Ft n t nk d _ fr e e stl coca u I erfo cD o. a life O _IT n- i r n nn n n rman 111 I . � Carl., . _it .__ er .� f � �p S5- Sutler Saver HO - Nigh Output If or LE05 Lu3Aen9 ;Malls I Luioetis 1Yatts CRS SC LED the fixture: 6202 u hti6 facts THE INDUTR Y'S ONLY BREATHABLE SEAL - Lt inalr e assembly incot Rpra tes n otesSure 455 - *� _ -: 3kr� »mctfasU aua > #ahil�ing tibrtt btiflhr ig pti seal tang fe and tau[ 7$25 i.f��1 i;(,urriaii DRIVER - stale -of the- ari:driver technology provides 0e610nt systortl efficiency, control and 155 , 1]3.1#I1ur} 1 ) 135x94: 1rt+t T protection. LSI driver components ate fuily trtG;ased in potting for IP65 moisture resistance,, i474T swarilr, union Aor. kllati tt(ticcrj 8O Cntpplies With IEC and FGC standards. 147' - -- ORiVER HOUSINQ - Wet location rated driverleNpt €ical encdosuro is ere, voted above can deck to . IM67 O'1tf:or y�util�Itao ; ..cpY help ptevent water entry anti to p!0'f1dQ yasy "Rnock-out coone t10n of primary VArtt7J, ' 147' r�s"tulhair�rtnrj &ade�tcrpk ', .11�= � . -: , .< .., with ', ,.: , FIN15H ° standard Wtor is while, Finished with L5l s DuraGn + ter poavder Goat pit ss,: 76-3 77 i Af I Uura np'r "liihstarlds extreme weather changes without cracking or peeling. 169 " OPERATING TEMPEHA11 RE �9°G'fD +SCPQ (:AQPt to + 'l22 °F) tsta4 r y J ELEGTRICAL.= Universal voltage pqW supply 42p -2T7 VAG, NO Hz input. Dva -ptage surge tee 20 _. protection (imiudin{l separato surge protection built into electronic striver) meets 0E 062.41.2 torGtit4r 4anaggs rtoi# 2002, Scenario 1, Location CateporyC,10K Jill Axp. A INSTALLATION - Installs in a 12" or 16" deck putt CIeGk penetra4Gn consists of 5 drilled halm YVR�ronf�� : ' �'OO.� s6npiifvind installation and water sealing. IJttitis desitared to rotroftt into P.�il,'stinq SGaf�tiale� _ It � hole 1as,vYefl its Opei3ntys, ilex 1±11L`Gt� diiti>= ri<:u[e TOp Atx.ess attd tG 1tX;Utinet;t 1VI1111� ax frlmt the S�JECT without having to relocate ,condtlit, Retrofit panels are available for existing 5,' yKiS:.. bMk,W}'(Xku�.t:14„bV.+iLj'Nkrv,t ,ilM m.kYAkt3n!p fltlfrb.. .. -.. , , stll. + {�r„t�,.vax ' :..:- _ - SGOticdakrr? and Encores see hock a as -All as Ili for teGassed and 2x2 "inetallahorrr; s � I�Q � (<. separate spee sheets), - ; Eidute may o be used tut Duuloe Deck installations un metal canopies, ill retwfit rn- nee Se6 WIWLV Ilnhtirtgl4cts.CO,mt laduoic tar datane: i construction, This requires the use of Cro5so er Flange Kits (CFKL/ a). Flange hit mourning , requires cutting a square ficle between canopy fibs and attaching via framing members r}[, k N1rS3CA2iV9�cu "7J suspensiing from structure. n f�'tgi nor f.,L�fr 1 r atmrua 4 eu a c =xs rr SHIPPING WkiGHT =$4l$"} 11 lbs„ 12& -: EXPECTED LIFE Midiatum60,WQhourstoIQ Q00houmdapendingupon lie. ambient m 16mperatura of the installation location, See LS[ woo site for specific guidance, m LIGHT OUTPUT - CRS Deartiption S5- Sutler Saver HO - Nigh Output If or LE05 Lu3Aen9 ;Malls I Luioetis 1Yatts CRS SC LED 64 6202 75 13W015 455 - CRSAGLED 64 7$25 75 131% 155 , CRSscLEO 0 i474T 97 14570 147' CRS AG LED 94 IM67 97` 13959 147' GRSSGLED 126 76-3 77 145. lam.. 169 CR$AGLED 120 tsta4 145 1939 tee WARRANTY -Limited 5-jq-dr lvatrantY. LISTING - ETland UL listed to UL1598, UM50 and pihar U.S,- and internati DiTalsafety standards. 5ujtahle forv#ef loolitang PHOTOMETRICS,Applivation layouts are available upon IlequList., Cut laOt LSI Puttuleulrl` Lighting or es.coni This product, ur selected versions of this pr4dtict,:meet the'star[dard4 listiud bi ldwl - Piane'crtnsult factory for your spi)ciiic mildirbuients. C us r ,� Aarelia4tk1uk4ralida G 19 9 1 D t x11 Nl.1At# t" L157FD ,i t p n u4 , c o pa as r ra a Mlerka_n M1de wok lannvn f 1_ St ltaiak# for Yret Notts; Prolool Name i fixture type � D x led ustr#®i' ea ZO13 �: Am!sfrauhmxr1kwrhrirghtwlnmxgr G3t6teNq l L5[U1U1J5'tniE51NC.' a FUEL FACILITY SIGN LIGHTS. WIDE F -ASCIA HOUSING - Each Witte Fascia housing 2, 4,, 5; 6, and 8 feet. For lengths' is consfnicfed of die- fiarmed, heavy -- axGeerling 8 tea(, a combination of gauge aluminum,. , fixtures is usud sa that proper ballast -- SOCKETS - ffoavy -duty' putdoor 4040 . plaGerrlclot is achieved. The sYst6nt'is futures a pmpiressidn spring to dosfglled for mindmurn ballast usage, ensure proper tamp contact and maximum cost - effectiveness. G LIQHT SOURGFS - Fixtures are designed' FINISH - The Wide Fascia is finished with to operate with an 800 Milliampere Lsd's DuraGrip palyester-puwdor coat finishing process. The DuraGrip (HQ), fluorescent lamfi, pglyoater finish NrithaWnds extreme REFLECTORS o Die- formed. faceted, LWeathgr chanjes without cracking or speGUklt flltiah alurniiiuin initliltiizes peeling, and is guaranteed for five full shadows between fixtures while evenly yens_; Standard flnish colors aUaitahte' tz SAL minating >up tq a r4&" wide fascia, are bronze, black, platinum plus, sati,i tiro r - DIMENSIONS' LUSTS Ida (800 Milliampere} vd green white, metallic silver, and ballasts are high-'Jo wier factor rated graphite. Gtesssaciion f1114te End GolverPiaie far starting et -2Q1 F Al'l'ballasts are OT IC5'- uz PH OMETR Please Vdsit oUr Web P 215tutp 1 r It rpm type "P`' thermally prottietod, 124 site at wW#'.lai,- ustries,coin for 4 -p volt standard. Consult factory far detailed photometric data:. o - 4,�j(I p u availability of other volts es,, + (i2lmnil ,. ft64mta) 161irlm) dl 0 _t J, COMPONENTS - OAndatd lo9ths are z;4,o',6 ",a' r,6m1 1,2m,1.510,113m "Mint Amer3e4n rnaoeatlde : NW4M ,euM:. .�f usT>c FUndirlOCoirtldlant It w+3ixaUon amar ", ° do ' Nrd4.5t,�dardfepo�sare2'tEnt }'q t32my,6`itsmy,6'liein},ard§ {2 dm) For lengths exceeding 8' (24m), d co6tinatmil of i x[ur s 4 use sa that propei "Iwo W(ast *1 Aent is chl -ied, C1}MPD l;I1iNT ,iN,FORMATiDN SUidaid lirmjfhsafe? I8m),4'(1.?m },5 (i5rn).fi ft hmjrand0'(,24m }.Ferterplbs cegdiflo (2:am},arnothtnaartn alit4tnlcaisySmJ,u 160W.tdddre:var166 ' lengths 01,4rsrrarderlrg llunelh re_j' war tnihztotaltaopth'gf ramp4<unisa• 4',6',.6' 6` 6`,6,:0,.. r�- tT:2m, t.5nt, f;atm, 2 4x01 � (t5m, t.8mr 2,4m1 - SCHEDULE 0- Open 110 o - Brdtua ` S`t'MB©_ CST`( m as LUMENS LLF Rght vpa�gl tCht,nsl4n. , Cemp6nvaf INPUT WA1Ta GF i 16 ldnyllt 4 tI:zini F 6`ti.nmi - ruya.oArj , 6`(1.8trij t 0`[i.�rtj 12`(3`fml s'(1.6mt � n'(t4ml 14'liumb a' {21x0} t 3 "(2;dmi: 16'14 9mi Hr01pSt Natnn hixlure I+ve tuuarl ry : 211f2 .k... C4tgtey e ,LED AM IEHT CANOPY LIGHT (RS ) ` ' y e r LUMINAIRE OROERIM INFORMATION TYMAL ORDER COMRE.L Cf,S SC LED 64 SS CW UE WHT Gault 3 u9 4 4 11 1 R Prefix rlrsrrihunoN Light 8ailrea ' LEDs DNY ®Current Gy_- ,�.. au' dti� rd7Syrnrerc _ _ rgbl7ut ?u1 Fini sh Temperatum vpit494, CRu G F ,A m ite nr LED - 5 � P a [S v JE J n n r i ❑Kag u � H T � Wh _it _� I tA5 P o t rart J plJaot nm s n S . st as car 94 er Gt - G 0# 1 lt6 (1 20.277 Al IPC - ]tt dS at Photocell 320 Nn SS ConsuJt Factn(y _ I- A CCESSORYiORNMINOINf=ORMAIjON (ArcessorresarlCeidInstalierl) Des as crfpU Drder u @, er Description Orda u m tier " ReKar4t Pdiol -5C to Ciia, f+3t ia' (}c:k Faiizl 430351 Ntitrugi RIG Go'rarPa}�d elaiik lrtu Iwdr;st Oil4702 r E T Gf C De e 3 scar or2 fro a; Rat pbl , I - EC t C Af S 10 RS ter 16 do Pan. I 4 Ot fi5 Kit I. Pl �Q SiElcons e n h t 5 m fir 132tJ;v# ? No s Rrltara)P�wl SG ivGR3,raraztMhPat'I 430737 G6KL;rFI�gaKitLa}u GOt647 HeGofiiPatiel fCTAfSCFfoCRS tar t2 [1ec1 Panel 43t 54 eflG FlangeKt ll— — -- -- -- — 5015331 -- RellOr2x2c [Y9lPan•IDwIlK(1W1WW5) 3572nz "rwls.4ut(25)72rJiuidplutis44;)j 193u,Wla,utRTY Z F¢r use sn an4ftis ns� qtr/ Flenatns DIMENSIONS' AMOIENT 64/84 AMBIENT 120, �� 8'5116 "_ irr 5/f8 ^` 1rY" t i 1ti66prm3!_ 1z61 3" 7ru,unl l� 5rem {188 [am) 7 316 ,, t 7/8" 2S t�n1 (1as Well 7A- I23 MID) 7 "3n i -3#r 46 i r 1 *316" (493 Wart #4118" 21.314°" 1652 an) _ 'ZI- 4" 623nta (at n"ll , (atrem) � f6., f 1 6" DECK RETROFIT PANEL - SC 0430951 ) 16 " DECK RETROFIT PANELS - ECIECTAISCF (4430711fli5) ti „.. inPpAU T 11 ..PAN BaTTDM PArt'. CANt3PY CANOPY ipP PAN _ 1QP pAN 14” 1356 mm) .1 14" (456 Mail h ImTM t : -i 1716" 2» 14i rniniT E (44tmn) {37 mm1 -� r (51 min) 2X2 COVER PANEL BLANK (357282) RIG COVER PANEL (854702) is 3/41(476 mm) � y. (64ainto) 229 mill PANEL WJU 1101LES CFKS 64184 FLANGE KIT" (501533) CFKL UU PiANGE KIT, '(501647) - 2.114 i^ X11;710 „(52¢ foul) — (13 ruml t 0.44 2212 (581 film) (4 mm) 2.89 23,091fi841rtml —1 (73 mm) = i 6' 14 25.12 {636 ii9 a} — { (4 inn!) ( �Proiact Name Fifdure Type aatia to t»dtraYrrea” 5 sQ13 Catalog N I Lsuirmua113(Lsm", TT IM r r V 2 wr LUMINAIRE SCHEDULE 0- Open 110 o - Brdtua ` S`t'MB©_ CST`( ARRARGEMENT LUMENS LLF Rght vpa�gl tCht,nsl4n. , DESCRIPTION INPUT WA1Ta GF i 16 StNGL,E 13198 1.070)+0 MODEL NO. CI S —A - ,LED-- 64—HO -=CW - UE 155 J SINGLE 1 ; 96 r N1 high output fixtures are supplied aith lull wattage MODEL R� � L ED O _C W UE 1 -5 5 806hill lamp tut eutduar eeidjempetatura usa. L.E _ S710 . Satin +igloo Grasii 1oWr Q 0 � � IN T DE ., 10WF fi H _ H � 4 20 _. 2 wr , iHo- 800 tw6 knperl 0- Open 110 o - Brdtua ` [,T,f --LOW Temp 93cWd 4 W - _.._.�fS3 D. Lett 51ta! Kt Pxtsnaion � 43319 Rght vpa�gl tCht,nsl4n. , 0L,K -elaek L - LessLarr 6 ff Of Adjustable Midi Caatdr 43367 PL1"- Pi3tGnurn Phis 8 wF 10iMF WHT While t3PT Graprtita MV, - Metalilc 611ver N1 high output fixtures are supplied aith lull wattage 12 WF i4 V 806hill lamp tut eutduar eeidjempetatura usa. CunkuSt rvaary, S710 . Satin +igloo Grasii 1oWr Gvnsullfaciocytxsuirnhlalamp ,hrrinferPaeap}6cation9: torGtit4r 4anaggs Ear cart cry uu tit utit car n}atena�x five yaw par uytutrr app iwuufl. 4onsm! aet;mry,: ACcissORY gRnTAiNQ INFORMATION (Accessort4s' are field U3staliet Des,alpune A. future Mcuntiag Orackt! - OrtlarHU1 01 °CWrO3 SY 1 CLn 307 17 8. mkt a yet End Cali X069 _„C txitt Cst3,..• ..�,._:..._ - _.._.�fS3 D. Lett 51ta! Kt Pxtsnaion � 43319 Rght vpa�gl tCht,nsl4n. , 43320 as ataq udee Of 4 3' tai Adjustable Midi Caatdr 43367 a,e nGtC ++ LLR- CpeajY ttrialt, fluor oo sarna as lurriiratirc. i _ 4811 Pseiaal tJutnd ri;cwto Typo ,,5 -ertta » our �� 1 aliCl3td t 31191.0118T]314 file, REVISION TWO: 2/6/2013 -- _ -- - - -- - -- _ _ - -- _ _- - - -- .... - - - - -- __ _- - - - -- -- - -_ _- - - _ - __ - - -- - - - -- _ -- -- - - - - - - -- __� -_ �.- - _ _ - - -- - -- - - - - -- - - -- - s;— T r v 0escrll>itan F. .L q?.•- 'Order ttutn6er 432007 n. L d ice _ uP9rJ J. EasuaExbmOn8iraclft 620 0154 K• ri4ft1jand.2'Miter 5- ;51 R L. att VVd 2. ViLot 5' 152 L}i nGtC ++ LLR- CpeajY ttrialt, fluor oo sarna as lurriiratirc. i _ 4811 Pseiaal tJutnd ri;cwto Typo ,,5 -ertta » our �� 1 aliCl3td t 31191.0118T]314 file, REVISION TWO: 2/6/2013 -- _ -- - - -- - -- _ _ - -- _ _- - - -- .... - - - - -- __ _- - - - -- -- - -_ _- - - _ - __ - - -- - - - -- _ -- -- - - - - - - -- __� -_ �.- - _ _ - - -- - -- - - - - -- - - -- - s;— T r v o' a W � X. > ~4 S u m a m a J tti w '4 0 n a. �r �I r A 5 F�1 -- Gaileria'g beau and varsatilit rtlgke it an excellent chafce for T6 1 , and ty- Y Y ,_.. - - - .. .................... e s a1 area ti h f cations- ii t r. rs sa n the t T n ri 9 4 tl 9 �t?R , aa�k e a .a e r - • Selux Cf M ElitelOO /161980 (PF"Ufit ) ri v a u i m hoes n Ives h G feria a dis in I e loo a variety of 1n ti I ,9; ld t P at t vi Y qty - -- - - rnounting options and lamp Wattages provide maximum flexibility';. One fixture head G$M 6allarid'_S superior light distributions mah,�sIt tl ti um choice for }: i1t7r'+013GNi113t7 -r 17l9CEiiAhA5Y5400 t48 = FG almost any *mail, - medium or iarga area 1194ting application. _r btcT„,sAfilkt+teioltTaatps Pr acue iF roY sPECIF?CATION FEATURES La T t7aQV �I�ti1GIJ51PIP.?tA(1EAS(_ A ... Hsl t C .. 8 fi at > MS t1 tM. N Formed a i u I nt mha s lny W t th : Lo ng rife are and call ballast ballost E 0aoc' �ormed _ ' ai en i n� m door has': v.. � ,,.m: c..EO.v . •,.., t 'S a'. t' into - d d s t+m sd evtt I k tivr wil{ a . P � -du - .... o _ t t11T1 rt cat lfvY Y 9 a, P tY+1a . ,.,•.,: >, •, S Lf 1 eams.far uet t I me rrt an - sir_ a _ d n v , [) tiefhlctrir _ retaining screws d tsh P t# an Ish f � n,, - -,t iTr EPGT�n1�4 rIN£�1tbtTxn�4ttQ , .., 1 dl T s ftnl he n rt1 um GIG ` J P Un:and stem �d aluminum ` T r ramlum 1� asta e+3 0.'rKyfkrmY164 pnlysstar Puder snary : L, listed reflector in vertical larnp Units, or coat (Sf7irfermr ant untk fins *tees. :Ji4t .w4 1 043w tt4r.0 t•7l. and CSA cQrtifisci [fir wilt la. cafitlns. hydrofarmed anadlzsd alumintlm door.] ; B ... Ballast Tray raflector:in'harizgntal lamp units, E... Lana 8 l a s hard a a Holalek?ie optics standard, a last tray C d m untod t Y ranvt:xaempered lass ie s -Gr flat P A rdA1004XX ;to " Ain' f0c%ueaFwoe1,4EPiVS houcin Intoriorforco lar S la so. 9 s4 a gpgratfan. zs-TyPas l[(- ,erq,rts,ticdta FI. T, URLES.XB July C}tI The Shops at'Sidnaf old -Site Lighting XB se; r44 QATE PRO ECr TYPE r)tsttl$utran Lens;rypq AB= r"stt3_* We(ra. d. FG >FIdIGIBst• Selux Cf M ElitelOO /161980 (PF"Ufit ) 4W Ml1 -M G 9K htMaGFAGTtfR£ft LAW - - . One fixture head G$M 975W }: i1t7r'+013GNi113t7 -r 17l9CEiiAhA5Y5400 t48 = FG BZ _r btcT„,sAfilkt+teioltTaatps Pr acue iF roY Lamp La T t7aQV �I�ti1GIJ51PIP.?tA(1EAS(_ Co tt xR. � Aaee e esa s rtq . IIJI WA iTa 1d v j QiiCTRA a"Y5 q t ac{s, mnfad4 wjumm 'a'w'do 1t?,.TRt SSr(gn; uaT -�1 EPGT�n1�4 rIN£�1tbtTxn�4ttQ amkYiir"C- )'Went nln f yea e+3 0.'rKyfkrmY164 J�,1 c:naar3.ala,�' mr, Puieo £Mort Mates ELECTRICAL COtmIT F4 E -- :Ji4t .w4 1 043w tt4r.0 t•7l. : fi2* Rorrr.c %: yst.eJ{Titsr x+oirW Hw.cai;ian&AFrLt- Aafi t,PA $SWQ190aSquare ntlSurnwJrhn}pua - � �'�� 1Y.+al ,r€da �t nrtxn,a r„tk.rtr4 R,uic[mcanwsafiNnq sd.tzt \ \ \. .� <•:.`r: %;;; : e4 3)+it�" Jrwbt lyria;ilat cd ,a'11ttp rUtaCke4111 ;NUUt x� rdA1004XX ;to " Ain' f0c%ueaFwoe1,4EPiVS t tshtt i2rt{ta tc�ra,w$wl +tart I>x M. ed U t a "PV High .Plessure zs-TyPas l[(- ,erq,rts,ticdta j- MATaas)j�. =b'am klt;>nuup Poll. oaf>'aM. ON ROTC RASE: 015L Gallkliihk$;uare La! .e G 179` 175W sodiutnt wn bainyla�.� -�{ t rk t'y,.4. mf r to air• Type Ill Funned _. r \ uia tY,AL„.. Vr1rt'F,1- \ \\ tJy ...:. T"P.'rilkn "� �� rs `� r+� fa,.cll4YCt �9 id,€�nirv1 aa>F,lJ�'✓'•• T" MPE EGQtt EteutorRC 4. 1, rz✓sµk+f rot 2..r „n ,meuRY SekMBSl,FisnrttelYU, ii, A(JLIFlfrt �M• Glaphlte Me;a1tlC ,.. Hit' `. ltIF LL itT tiS.• �`: ' '¢t,, ' �- Vii ails; FAAI606XXCc 'Murarn,n.il.l�,4.5CPT't?�" sisyws,�ii,Y: y §smt 9 ik?k seat } =�Ty •� 0 } '! gPllana?+ ` mAvooaigLaoica eMmmK+URrwrilPuleat.`. + , ells rurt WJ1i Bruciet .. f` t ail] V41-yi t 6 galyottt_�Steel, F+i Ited, bra ctel11 4ttf &1'qi as .. leFtrx 12ft 2 er F Il t 77 4tlA 1DY1XX. ¢'.kdrR t{M )wr 14, U --r. r'a H lr}4mii,,3 c DO, rq, iK:97t 14 :..,., .. r A. Bracket:- -. Dula K.y armfr PSs4srn� t }au:,nrcHs sJ r4ned _ 41 iQY1 %X 8, , fl9iUl Pare, n_7 �Prit A _. erns r9i _!# .... ` i gti dlbi i1Mt 4Au4 rrnrlri L r,h77nr S ix 7 }a9+.:: ,' 760 75pWa -:. PI�Ic9n1Y. ......... ss gift rata t7cik hA t7 i6n its L tt+�tnr^r 5X92` 1Q1 ,Wt -, OA t.'NtE?ifllsyR181rN:.. � r�uai x..+7in, (,tiia vri Ili tni, C- -747m, _ _ *x.97 i4a �:3 .. 3,3i ,_g •. °i� ;'. logo; 10aQWa VQ ,e. ta` •v$ie nm;': }Not t .r ;:I6amtY, L' irit.%Ji 11% SK`91 :. , ynih EN5 48t1r , I ) ` ; ' - 5 ae � 5M1 I f PA4 . l p Wl � Ia ,, �tl Ala •. : ... G R : •' � r n I �. to 0 aa1 kC A'I am q Tisrl r_ . r ta24XiS.=Y) HMe 9rozlwt wiN, ta`.Mm 4274 9..wMI Retommendad Poles. f lil6Wi g:.fJ�113 1i %mss” tl;ti' d p r 1 4,1TCf 5'T 4bJ %v'(6s j'L A �SU 7a+lYtil�t6 {rwc stislrrbe Dori) ;:wag raoord sia�lx ` ' . idnte k7.il�.�i,�}q�+,�',,,I Y: {�(41dJ iucU fAriSld�I: {4�i1 y+c;i}j[I iY9U.1U.N3, 7ay�(±'411'., Vrlfho-Y$4:.1i44E 1;k}xtit�Plprt;trr fur lUyli i4i- �'I1:i 9p1. .- Pis- r Area SgllarC::.. ! : quail : s1 4a t n[ restnka a. talk d ,,H. ,- Hd5[tIf rpiR,jiR }7FStnP 4D 1r,INiN IEh',yinv,v Sfl 0771fi. -.° :. 5ML• 3. jrir�Y fauurtl u" t.. 11, rawl va9m101 rM11C oGP.Tn V11 iP%Tv oRhy EP.d -i -m—rr, tl;aQGStI ltpvmtP �I�bapk2.Idm +s? fY'� d�.rxrtP 5}{'�j91rr � ik P- stlettsb'i1ill rri�l�p {¢;tfN)Prj�111i1 ra"USk aiUa60%1t.A,taslAtmAna[Rer ' .. > S W- ount4 . CNt7 P. _.:. M , _ .: ,;� r,Skk U.ttt'�iaPApiniktu7�17rpryyAl inn(sf¢v,eruel',s kla iyYF,afll$dla+t;#IAid:. 'p.. 1a 81Ax R ClataQttl,�r Widw he ...... gvl eCeUtacle @ iQGfA },. R ": le ann on (&lis I it2" 4.0;..'. MAifdtQX% g`aa4 Ter Plop, yr. sperdicaatuit exampteitPminslrewth : &atitetAnd Pole, S i w am l.. - 2 2ar1 8Y> $. 4M�{C€tV #.1Y4 'xpaytl¢T' liEt4r - r : H5 tiuuanani9 Jleet+. T son T QrW ri ) too tlAtr 24i)V' 1. Le in Type ISo- t tlK�i1�Y :ii�,tt!'Jl'4Sl% cl ``fikNriir ':5l #6t!yi -itl2- t l 2-17-,211Y ' 77 V ;r PO 4x7 f E491}}grarr T sx 437 t4 # } yiA o •`7 feu•.:. coon A' t r. : trE^ .:.. 1 t2XX � (._ wps tart 41J,. st.<rtxPl. rU Floe tr01�61. um,15 -st 490-496V 496V a - - - -- - -- - -- - J — 055 J dtilii t 05L GALL991A SCW.AE 01"ERINCIINFORMATf0 k se; r44 tamp IYPa MH =Met if :' 1t Voltage thT. r,rali r)tsttl$utran Lens;rypq AB= r"stt3_* We(ra. d. FG >FIdIGIBst• 5AMPto NUta9er. G1gy AM 4W Ml1 -M G 9K -t; - - _ )gry G$M 975W FSMH t48 = FG BZ Pr acue iF roY Lamp La T t7aQV Dlsr 6ugo n Co tt xR. � Aaee e esa s rtq . IIJI WA iTa 1d s Metal tall da uaT -�1 APcsny ism �x a=, E>4Cat f kusa s a Sat. -2.2i VA slS � 70-'70t mr, Puieo £Mort Mates ELECTRICAL COtmIT F4 E -- iP Type, I Fcimadre - -. : fi2* Rorrr.c %: yst.eJ{Titsr x+oirW Hw.cai;ian&AFrLt- Aafi t,PA $SWQ190aSquare 100 -1Uf1W kallde(CWA) 21F,T}lai 11Formed rdA1004XX ;to " Ain' f0c%ueaFwoe1,4EPiVS i i rRgt ri'a WIRE TO JUNOTir)N �zc M. ed U t 160 =1spW "PV High .Plessure zs-TyPas l[(- ,erq,rts,ticdta Wit whtte. MATaas)j�. =b'am klt;>nuup Poll. oaf>'aM. ON ROTC RASE: 015L Gallkliihk$;uare La! .e G 179` 175W sodiutnt air• Type Ill Funned _. - cl r: Veil; PtapaLlm : iNA1908XiGtktaYAaa.MKdfaS oa,xiPy xc. `1 ...:. a �0 .5Q4Y.. MPE EGQtt EteutorRC as TyFE IU soa2n,etracd, �M• Glaphlte Me;a1tlC MA7947K74;..44'MnhrrHa.rd Pdtt L4ePa2s.,, MSruntlit- M,ethod..: g 320 ;32JWa Powered Pulse.: +i:s= Type iVS,t'grllel11e418 % FAAI606XXCc 'Murarn,n.il.l�,4.5CPT't?�" AM`AhRMQuntt 360•,x- ;,pyyy stsgMetal Fi al>do 0 9S•'i peVS� nentu�lsa 7. 8 gPllana?+ ` mAvooaigLaoica eMmmK+URrwrilPuleat.`. + , ells rurt r T qGU A944v.. .. f` F. d fhrsm FT �? .. leFtrx 12ft 2 er F Il t 77 4tlA 1DY1XX. ¢'.kdrR t{M )wr 14, U --r. r'a FOLE DETAIL Ruundchxle[i flaund Fdri 484'4591'n NAPA , a a. _ r�1 N - ... DraaTlahlei - =:5 Light i a vT SL 8111 �h Ei rrun ',�17Vj _ 41 iQY1 %X 8, , fl9iUl Pare, n_7 �Prit A _. erns r9i _!# .... .. aks Arm included [dx. r` ,' 760 75pWa -:. PI�Ic9n1Y. L (D ,Wt -, OA t.'NtE?ifllsyR181rN:.. tr= t2out11e t: �t78 23U aT F f14o ... f ... _. art f�c n ai: ^et .:.::. 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T son T QrW ri ) tlAtr 24i)V' Le in Type ISo- 6FaS' Fxterrt+�l Adit�staiat9 :2 i 'ono r 1 oo, 1>Q i n A4a uit u a1A 4i1%X P 1A r 1 T 2-17-,211Y ' 77 V EQ. r1at G'ta,a ^2 ': Hcur.u. side Shjsld yiA o •`7 feu•.:. coon A' t r. : trE^ .:.. 1 t2XX � (._ wps tart 41J,. 490-496V 496V a 1 Su Glass '. V5= Vandal Weld2Y , -- Terwn hTr- Wuttt-Top" Lit LawoInctuded diAtntaxtc:T a`Te»nAdaavrrWr3lltgA- M T6[ le -Tapir MA ta1sXXZ 2F go, farm M1apw tar. ur R.U. 3T= 54T1P13 TcneR el:lwlectMnict,4 MAia #ax7k T4rwq' lsnontY.7aPkKto i,7r�'U,Gt t2Q, «77V ` 30ut MA10tg % % >:3�y1iQ[ I�RaerNlBPb #.6e, 3 I(1.4p. 52- £lectr9nrc Tuxi'I 2gg277Y MA1017X k123W'011= groan MA101t3Xltr Ttnu 7 Ca" t9,{i'.b1 AUiiPtar fpr [ S'tl" U:1]t. 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G9.MrtiAll,erla Afr,t1 L2 )gry 1141 is Wired 31tNT4,a tiIVerlt9aE EG.,SatlGlasa 11"WTledSgslara Arin iORQkV t7aQV r "0 PEITY ELLI) � ROUNi? FtC)C} IIJI h180luns [4160e J' 4 �a LIGHT -- :NOTES t�arecl�,i'C3il,ewP ip"449,Y tyid,ikeilabl WifYrn4w+: wr fwlj.' ELECTRICAL COtmIT F4 E -- CRDUND NG CONDUCTOR i i rRgt ri'a WIRE TO JUNOTir)N �zc _ - 0 c [►DL r f g 5 e e1f ati na, alt d Qin®n € on s s i ct to:c hange without notice- ;AUlQUf 5 ag �001E t9 hti nd Soeclicat_ o ns atd Dimen5lon sub i ect to ahan a without nit ce. Q 9 u Car C t n 7 8 P o , T i a. 42712 47 . t7 AM r r r a . ! f M Ci w Cd'av 1 u wrwr FiTgt err T 1121. I t ri 4 avhl aacbirar. Cr A R C 4$a. 4><l .0 t ktaW Exa >d . t ux Fn„d C+.r t x, i 12 t s. r'txuArito... F.i_ f 1,1Q; is.#CT Etl <Www.woPerllgntttuJ,sQrn -. 4.. ...t .. ,...F4 fp..t Y ,.. ty, ,..:�!1.P9 _:. ?i FAX wwrrcawPRtinlgh9tlgtam- , .ter rWx.. t I- FI#iri.,. /- I$vrruta: .a.�IlY�t3ti- Nk.tA. I t+,- ,i>3s��s FAQ ,�i..,I INLINE F`US1ES__ TO ;A N i URE HAND H %F;F CCOVF�R:' 3a. �v Y to , fill 2' --P '! TOTAL OVERLAP ll.l �QINT t —t LTi BELOW TOP car eat CONCRETE SE .-0 ' 7-7; - dHAV{D1p t #Nc ET �l i � Qt. \UA: REFER E # 60 56' FOR PULL iry?! 411 "• -a - - fiRCVC : 41 t 4 I F t I... F i �' "�' 1 iL.' —L. ' �� •' i --(, F i l�� I= `= = 1 I i f =1 I iA I i= 1�1� -�tv . = hati4 =' -5/81'iii l o` { l se's 4l lrti} r "0 PEITY ELLI) � ROUNi? FtC)C} IIJI w 4 -- — -- ELECTRICAL COtmIT F4 E -- CRDUND NG CONDUCTOR .ALUMINUM TV8E Efvt,5MDEI �, - � ;, gUANTITY AS REQUI E[ ' ON ROTC RASE: `'- r1Jf. Cla % Li. NOTES PRO -WDE CONCRF-TE J -8DX Aj REQUVEEDt 0 - AnllQStL�o? ells DETAIL iS, FOR, ELECTUAL 0O�SGWT:1 tF�OUTiNQ ON Y ' + -- a 7 �i t 3 Q4+29SMRR A_43:4 A _ _T { Q f` FOLE DETAIL Y1 SCALEA` TS L (D Qi - o � tl s � y O � M a i rar • 5 err p �� Wr wr a 3 ti> — -- E -- - — - - ..... i — - - -- — - -- -- -- -- - -- -�-- -.. -- - -- - -- - 1- - -- — C? 4; 12 Typical'StoneTree"I Applications st%wrioo Prat at comrat� Foita `Letts c�) atij wAue to Sa.,-ur dwitoppiont 'rhQ Fo%e V Wls w bg utilized in a ywiety of appkatfons 5'- o" (Typ) 51-& (Typ) SCREEN WALL COLOR TO MATCH EXISTING ADJACENT SCREEN WALL AS APPROVED IN PHASE 1 DEVELOPMENT 5l-0" ft-yp) 51-01 (_r(P) 51-0" (TyP) 51-01 (Typ) v-&, (Typ) 51 -011 (Typ) 51-011 (Typ) s'-n.A PLAN - 5PREENINOHALL I r- I - -1 1 • - I 11 1-1 1_r/ "'t I 1 -1 1-1 J: "1 I 1 -1 j- I 11 -1 1'—J' r I 1 -1 °i j t i I r+'j 03. -" " II T r" j $..1_r3_ z V7 > x\$ -PANE "'t I PIER,. Eel N 170 uj U) P05T 'A' `—PO6T'A' 0 B1 PANEL er-TYP. -O _Por�T 15, _P05T 15, —POST a, 57k POST 13' o cl) cn CN 'A' P05T 'A' "_I` 75T 15, —1-05T 15. __FO5T 15, "—f:,05T B, '\1'_POST 15, 15. `,--Pan5T B. PLAN - 5PREENINOHALL I r- I - -1 1 • - I 11 1-1 1_r/ "'t I 1 -1 1-1 J: "1 I 1 -1 j- I 11 -1 1'—J' r I 1 -1 °i j t i I r+'j 03. -" " II T r" j $..1_r3_ PLAN - 5eREEN I Ne HALL NOTE. THE HALL SHALL BE 9TEFFEV ACCOF4DINC- rO CHANOE5 IN 6RAVE ELEVATION 5(�REENJNO HALL SCALE 1/2' = II-001 PANEL GAP z V7 > -PANE —TYP. PIER BELOK 170 uj U) P05T 'A' `—PO6T'A' 0 B1 V POST 15k _Por�T 15, _P05T 15, —POST a, 57k POST 13' PLAN - 5eREEN I Ne HALL NOTE. THE HALL SHALL BE 9TEFFEV ACCOF4DINC- rO CHANOE5 IN 6RAVE ELEVATION 5(�REENJNO HALL SCALE 1/2' = II-001 PANEL GAP 5ECTION - SCREENINC-.7 ViALL !U' ALE 1/2" ;; V-O" PANEL CAP °LINE POST BEYOND y I I.z @,z VIA. RE. ELEV. Lu 4. SECTION SCREEN INO MALI 56ALI=- 1/2" = 1'-0` V-8' sq COLUMN CAI ,_A 15'-0" 1 A'-.6" 1." Z-0 05 WALL WITH PICKET FENCE DETAILS Z. , Z WAL x.03.0 PHASE 2 _zzp CONCRETE SCREEN WALL EXISTING SPERRY MARINE BLDG WALL 0203 041v" NOTE' SITE LAYOUT AND GRADING SHOWN FOR :7 r ALBEMARLE PLACE IS FOR ILLUSTRATIVE PURPOSES ONLY AND IS SUBJECT TO CHANGE PENDING FINAL DESIGN AND AGENCY z: '[� u 1 APPROVALS,. 4, j W . . . ............... ..... . ....... .... ...... .... .................................. EE NN QUO FF,�: 1, JHtQ' R 59W.`0I%(,SC4EN WAL irl .. .......... - END ii Aj- PROPOSED PIQNIQ AREA im, p M, / . . . . . . . . . . ;C EEiN WALL,,, )203,04/., J\ N,, RETAINING WALL PROPOSED WALKING 'PAT H 3'CONCRETE WALL I I I I 1' WITH 5' PICKET FNEf g cp N T 11: SE161 F fUU� 2' 7 ........... . Is BUFFER EXHIBIT LEGEND FAT, W, 04-05-11 ... EDBN4 MVANT ALBEMARLE PLACE J% WA*"SY pt*�* ioi,w,ro i ru: joi -652,3w CHARLOTTESVILLE, VA AS SHOWN z V7 > 0 O Z uj U) 0 0 0- —LINE POST 0 IL o cl) cn CN 0 H- L, VIA. REt ELEV. 5ECTION - SCREENINC-.7 ViALL !U' ALE 1/2" ;; V-O" PANEL CAP °LINE POST BEYOND y I I.z @,z VIA. RE. ELEV. Lu 4. SECTION SCREEN INO MALI 56ALI=- 1/2" = 1'-0` V-8' sq COLUMN CAI ,_A 15'-0" 1 A'-.6" 1." Z-0 05 WALL WITH PICKET FENCE DETAILS Z. , Z WAL x.03.0 PHASE 2 _zzp CONCRETE SCREEN WALL EXISTING SPERRY MARINE BLDG WALL 0203 041v" NOTE' SITE LAYOUT AND GRADING SHOWN FOR :7 r ALBEMARLE PLACE IS FOR ILLUSTRATIVE PURPOSES ONLY AND IS SUBJECT TO CHANGE PENDING FINAL DESIGN AND AGENCY z: '[� u 1 APPROVALS,. 4, j W . . . ............... ..... . ....... .... ...... .... .................................. EE NN QUO FF,�: 1, JHtQ' R 59W.`0I%(,SC4EN WAL irl .. .......... - END ii Aj- PROPOSED PIQNIQ AREA im, p M, / . . . . . . . . . . ;C EEiN WALL,,, )203,04/., J\ N,, RETAINING WALL PROPOSED WALKING 'PAT H 3'CONCRETE WALL I I I I 1' WITH 5' PICKET FNEf g cp N T 11: SE161 F fUU� 2' 7 ........... . Is BUFFER EXHIBIT LEGEND FAT, W, 04-05-11 ... EDBN4 MVANT ALBEMARLE PLACE J% WA*"SY pt*�* ioi,w,ro i ru: joi -652,3w CHARLOTTESVILLE, VA AS SHOWN cv) V7 > 0 O Z uj U) 0 0 0- tr W 0 IL cv) V7 > 0 O Z 6 U) V_ 0 0- W 0 o cl) R5 SHEET NO. wm 1 > E 0 0- 0 E cn CN 0 tv U- 0 -W to R5 SHEET NO. wm 1 0 a 0 a A B C D E F G H I J K L M T N 0 P Q R S T U V �m- 97" OX. M� SEGMENTAL RETAINING WALL NOTES 1 €�" [254MM] 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 FINISH GRADE, e _ a° THICK s CAP DESIGNED BY THE WALL MANUFACTURER. WALL MANUFACTURER SHALL MEET ALL ALBEMARLE COUNTY DESIGN, BEYOND ° AD JA PAVING, SEE PLAN - SUBMITTAL, AND BUILDING PERMIT REQUIREMENTS. SEPARATE BUILDING PERMIT REQUIRED AND SHALL BE I . � 4 a d ... ; E VENEER, EXTEND STONE OBTAINED BY RETAINING WALL CONTRACTOR. 1 � , • TWO COURSES MIN. BELOW FINISH r � � ° • t. t GRADE _ 2. e ALL RETAINING WALLS EQUAL TO OR GREATER THAN 30 IN HEIGHT SHALL HAVE A 42 GUARDRAIL, SEE PICKET 3/4" [1MM] SO. ° DETAIL THIS SHEET. ALL GUARDRAIL SHALL BE IN ACCORDANCE WITH BUILDING CODE AND ADA I Q REQUIREMENTS. -619 ALUMINUM CK a 1, POST 2 -1/2" SCI, 3. THE WALL MANUFACTUR €R SHALL INCLUDE THE GAURDRAIL POST FOUNDATION DESIGN WITHIN THE WALL I 1 [25Mkt] X 1 ; j2" [38MM $ ADJACENT PLANTING, ELEVATION DESIGN, #J CHAN6dEL PAIL A+' VARIES, SEE GRADING PLAN r I i SIDE WALL -0.090 TOP WALL -0.065 _ #57 STONE WRAPPED IN FILTER 4. PROVIDE SEGMENTAL RETAINING WALLS WHERE INDICATED ON DRAWINGS. RETAINING WALL MATERIAL AND f e° °' : _ A Q • FABRIC (TYP.) COLOR AS SELECTED BY THE OWNER. I ° -° r ' ° �i' PERFORATED PVC PIPE, WRAP IN I f FILTER FABRIC, SEE CIVIL FOR "DESIGN a i I CONNECTION 5, DESIGN SEGMENTAL RETAINING WALLS TO CONFORM TO THE REQUIREMENTS OF THE NCMA MANUAL jss (TY �.; FOR SEGMENTAL RETAINING WALLS," 2" ;. F i, r I 1. .0 I � , , ; .:III' f . f { I 6. PRIOR TO THE START OF WORK, PROVIDE RETAINING WALL DETAIL SHOP DESIGN DRAWINGS SEALED BY A —0" [9141`.1M] ;. " I1 -i` CMU SHELF PROFESSIONAL ENGINEER REGISTERED IN VIRGINIA SHOWING WALL ELEVATIONS, GEOSYNTHETIC TYPES AND FENCE SECTION ELEVATION r ,' 0" [152MM] I' I• 4. } - ; EINFaRCEMENT, SPACING, AND r .,:` r I.... LNG slzE TO BE REVIEWED BY ° £I I ` STIR 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. N ,.._......»._. 4:' F 9. •1 ",;"III. POURED IN E CONCRETE L _ "� •• d • _ `�<° • ', •,, ` I [ FOOTING 7. GEOTECHNICAL INFORMATION REQUIRED FOR THE WALL DESIGN IS THE RESPONSIBILITY OF THE WALL NOTES: 1. SPECIFICATIONS SHOWN CAN BE CHANGED BY THE MANUFACTURER ONLY, � TYP TAINING WALL AT B -1 I ,.k r SUBGRA LOW FOOTING DESIGNER. _ 2. FOOTING WIDTH TO BE (4)X POST WIDTH, e: N.T.S 8, � EXTERNAL STABILITY ANALYSIS FOR BEARING CAPACITY, GLOBAL STABILITY, AND TOTAL AND DIFFERENTIAL � U SETTLEMENT ARE THE RESPONSIBILITY OF THE WALL DESIGNER, r Z 00000 3 3. � .proposed Guardrail Detail to be sane color as approved. 9. PROVIDE BASE LEVELING PADS OF COMPACTED AGGREGATE OR NON- REINFORCED CONCRETE TO THE LINES 1 42" HIGH DECORATIVE GUARDRAIL- 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, TYP. GUARDRAIL DETAIL SEE GUARDRAIL DETAIL THIS SHEET Scale: N.T.S 10. GEOGRID SHALL_ BE MANUFACTURED SPECIFICALLY FOR SOIL REINFORCEMENT APPLICATIONS, AND SHALL BE o 0 ORIENTED WITH THE HIGHEST STRENGTH AXIS PERPENDICULAR TO THE WALL ALIGNMENT. TRIM CAP WITH CONTINUOUS CD ADHESIVE r Q (AS PER MANUFACTURERS 11, GRANULAR DRAIN FILL SHALL BE AS SPECIFIED BY THE WALL DESIGNER, AND SHALL CONSIST OF CLEAN W W J ANGULAR GRAVEL, MEETING THE FOLLOWING GRADATION AS DETERMINED IN ACCORDANCE WITH ASTM D -422. o 0 -- RECOMMENDATION) PLANTED AREA SIEVE SIZE PERCENTAGE PASSING GRANULAR DRAIN ( #57 z, 1 INCH 100 3/4 INCH 75 --100 ' a_ NOT USED _.. STONE) FILL -- t f r FILTER FABRIC No. 4 0--60 Scale: N.T.S BETWEEN AND REBAR (TYP.) 0 No. 4 0--50 BEHIND ° r ih wJ SELECT MATERIAL TO No. 200 0 -5 ANCHORS s� BE APPROVED BY -r GEOTECHNICAL ENGINEER U HEIGHT �' GEOGRID 12, REINFORCED FILL SHALL BE AS SPECIFIED BY THE WALL DESIGNER, AND SHALL CONSIST OF INORGANIC _O yfU� (AS NECESSARY) USCS SOIL TYPES GP, GW, GM, CC, SW, SP, OR SM MEETING THE FOLLOWING GRADATION AS DETERMINED IN z- VARIES , f, 4 ti;, PER WALL HEIGHT ACCORDANCE WITH ASTM D -422, SIEVE SIZE PERCENTAGE PASSING ffw EMBEDMENT �� '`f 0 T SUB,DRAIN (DAYLIGHT) 4 INCH 100 0 — Q Cl) °° , 4C� VARIES* �+- ;., No, 20 0 -60 N O No. 200 0 -30 COMPACTED GRANULAR BASE OR OPTIONAL � CONCRETE LEVELING THE FINE FRACTION (MINUS NO, 40.) SHALL HAVE A MAXIMUM LIQUID LIMIT OF 40 AND A MAXIMUM a .� iPAD MAX. WALL BATTER /$ PER 8 HIGH BLOCK PLASTICITY INDEX OF 20. THE FILL SHALL BE FREE OF DEBRIS, ORGANIC SOILS, AND EXPANSIVE SOILS - * MINIMUM S -O" EMBEDMENT. EMBEDMENT DEPTH INCREASES 13. PERFORATED SUBDRAIN SHALL BE PVC OR CORRUGATED HDPE PIPE. SUBDRAIN SHALL BE PERFORATED OR ,@ tQ WITH INCREASED WALL HEIGHT, SLOPING FILLS IN FRONT AND SLOTTED, BEHIND WALL OR POOR FOUNDATION SAILS. LL - w_.... »:H;:;::::.:.. «::::........ :r,..:<,,: - � � ......... �� ..w..�,,.,.,.,..,: :: � PatternB i'attern�r' Pattern SEGMENTAL RETAINING WALL DETAIL 14, CONSTRUCT A T WALLS IN ACCORDANCE WITH THE WALL DESIGNERS INSTRUCTIONS, CO JS RUCT SEGMENT L RETAINING W LL NCE Co ...... ...... :�� _. ....., . � NOT TO SCALE t j � Q 4___ ..................................... - Additional Patterns 15. CONTRACTOR IS ADVISED THAT STQRMWATER SHALL BE ROUTED AWAY FROM THE RETAINING WALL DURING . .i Xe scAL 3/161-11 t CONSTRUCTION. A 1 ` °0 NOTE: See rendered architectural elevations for screen placement, patterns and quantity. 16. COLOR TO BE BUFF' OR 'DARK BROWN' I �4 } q TYP. RETAINING WALL AT NORTH PERIMETER 77��I�J Scale: N.T.S 00 : 1 t LO — z T pp iry `0 _ w I I. I screen to mechanically fasten to building wall; attachment detail to be coordinated M 0 fasteners I I with architect, to be hidden to T I ; I greatest extent possible; any exposed fasteners to be countersink head, uniform t : type (socket head, phlllips, etc.), evenly exterior u�ll /�� spewed, and finished to match screen ( , 3 � I _ t r ; a a k r Z t r r: +x r.:.. .. s yw.rr „r '.._ k�'rtteevrwwyt S Black 7 r�+ PMS "�!.. ,.•: decorative rr7etal bars bent to custom shapes; �.., . .. �.u.. ... ,.. n ...,_ ,, _ . _ w___ _— __ bars to be fabricated f,orn standard materials (strap, tube, bar); paint car powder' coat fnistt; � �Ir1t5C1 CgCt7t Pattern A minimum bar depth to be 2” M Elevation Section Detail M V SQALE:1 /4' -1` SCALE:1 * "W � ... ... ...r w NOTE: DECORATIVE SCREEN TO HAVE 2" MINIMUM DEPTH AND TO BE COLOR PMS BLACK 7. REFER TO ARCHITECTURAL PLANS FOR GREEN SCREEN DETAILS. r= 5 GREEN SCREEN Scale: N.T.S N SHEET NO. Wm2 A 11 B I C I D I E I F I G I H I I I J I K I L I M I N 1 0 1 P I Q R S I T I U I V