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Home My WebLink AboutSDP200600117 Plan - Approved Final Site Plan and Comps. 2007-02-13W WATER LINE {EX. / PROP.) j BOUNDARY / RIGHT-OF-WAY LINE WV66 WMO WATER VALVE / METER LF. IRON PIN FOUND FHA -6- FIRE HYDRANT I.S. IRON PIN SET YH-6- YARD HYDRANT — SETBACK LINE BOAo BLOWOFF ASSEMBLY � EASEMENT Divi "I'S SS SANITARY SEWER LINE (EX. / PROP.) 4 CENTERLINE COO CLEANOUTCONTOUR LINE EX PROP.) P. MH-- MANHOLE <--3:1— F-2.5076- DEGREE I DIRECTION OF SLOPE SDS STORM LINE (EX. / PROP.) 479.70+ ,SPOT ELEVATION DI � STORM INLET HP HIGH POINT YD YARD DRAIN LP LOW POINT DSO DOWNSPOUT - (DITCH / SWALE G GAS LINE EX / PROP WATER COURSE GV GM � O VALVE METER GAS. AL / M T R B M* BENCHMARK OHE OVERHEAD ELECTRIC (EX. 1 PROP.) CG -2 VDOT STD: HEADER CURB UGE UNDERGROUND ELECTRIC (EX. I PROP.) CG -6 VDOT STD. CURB & GUTTER PPO POWER POLE CG -12 VDOT STD. HANDICAP RAMP LP LIGHT POLE HC HANDICAP PARKING SYMBOL DIP DUCTILE IRON PIPE GUYS' GUYWIRE RCP REINFORCED CONCRETE PIPE EM= ELECTRIC METER CMP CORRUGATED METAL PIPE TRANSFORMER PVC POLYVINYLCHLORIDE PIPE OHT - OVERHEAD COMMUNICATIONS (EX. I PROP.) HDPE HIGH-DENSITY POLYETHYLINE PIPE UGT UNDERGROUND COMMUNICATIONS (EX. / PROP.) VC VITRIFIED CLAY PIPE PEDO UTILITY PEDESTAL FFE FINISHED FLOOR ELEVATION SWM 1 DWM o/A SINGLE / DOUBLE WATER METER TBR 1`0 BE REMOVED TBT TO BE TRANSPLANTED GV D4 GATE VALVE TBS TO BE SAVED BOA o BLOW OFF ASSEMBLY VICINITY F)= 300 o i. \,, j f L) rs � 4 a 1 r� v _ - 7 QI !. i o — REVISION�S_ SHEET INDEX--. S.EAL APPROVALS REV DATE DESCRIPTION SHEETS REVISED SHEET 2 NOTES 0 11/6/06 INITIAL SUUEMITTAL ALI SHEET 3 EXISTING CONDITIONS PLAT`S 1 12/14/06 ARB COLI M %STT RESPONSE 4,5,7,16,18-20 SHEET 4 SITE & PRIVATE ROAD LA`a'O`CTT & SIGNAGE Pur�cv � l ADD/SHIFTPROP. LANDSCAPE AND SPECIFY SHEET° 5 SITE & PRIVATE ROAD GRADING, DRAINAGE & UTILITY PLAN RETAINING AND D3JMPSTER WALT COLORS, PRIVATE ROAD PROFILE SECTIONS, DETAILS & DESIGN TABLE; I�� PLANNING/ZONING I 3 LIGHTING REVISIONSr 2 12/21/06 ACSA COMMENTS; EDIT NOTES, ADJUST HYDRANT 1-3,5,9,20,211 SHEET 7 SITE & RETAINING WALL DETAILS LOCATION, UPDATE DETAILS SHEET 8 INLET DRAINAGE AREA MAP 3 12/27/06 RAISE RET WALL 2, ABOVE GRADE .. 7 .. ._.. ... ..- alG Fr In �d -SHEET-9 � R�8Jh1408IlAU �GU8lTh�LLU � . ENGINEER CHANGE GUARDRAIL TO HANDRAIL 4,5 N6.35328 ADD MITIGATION PLANT SHEET 22 STIEET 10 PRE -DEVELOPMENT DRAINAGE AREA MAP ADD IS -1 LABEL ON STORM PROFILES 9 SHEET 11 POST -DEVELOPMENT DRAINAGE ARE MAP ��, � Z�� 7 fi�' � ~� CHANGE HC -.RAMPS IN VDOT ROW TO CG -12B 4,5 SHEEN` 12 STORM WATER MANAGEMENT PIAN & DETAILS MOVE PROP. CHANGE RTE O PAVING SECTION SIGHT LINE 4,5 6 POSHEET 13 STORM WATER MANAGEMENT DETAILS & COMPUTATIONS �SSr0�3AIL �� RTJ I[N OFFICIAL POWER POLE OUT. O CLARIFY LIGHTING POLE HEIGHT" 18,19 SHEET 1.4 STORM WATER MANAGEMENT COMPUTATIONS Q�u iL� CLARIFY L,IGI4T ' G IN DETAILS E AILS 1s9 1 , 9 SNIFFY 15 STORM WATER MANAGEMENT COMPUTATIONS -----�-- ADJUST D U7T LANDSACE REQUIREMENTS NTS CALC. 16 ARCHITECTURAL REVIEW BOARD CLARIFY DUMPSTER WAIL DE'T'AIL 7 . SHEET 16 LANDSCAPE PLANT 4 01/10/07 ACSA COMMENTS - REVISE OFFICE H2O METER, 5121 SHEET 17LANDSCAPE DETAILS H OF 5 01/31/07 ARS COMMENT - REVISE LIGHT FIXTURE LABELS 19 �I SKEET 18 PHOTOMETRIC. PLANT ,© rP6 . D ,40-.17 SHEET 19 LIGHTING DETAILS F]I E OFFICIAL CERTIFICATION T I( �j N � J(� �( (jam SKEET' 20 LIGHTING DETAILS Steven W. Idwards �1.��.lL�: JL ��1L ��Jl: ��. �Y �� l�YJI�.JIv��:;sE SKEET` 21 WATERLINE PROFILES & I�Eg'AIL:� �✓ Tic.1Vo. 0931 07 SHEET 22 SANITARY' SEWER PROFILES $i DETAILS " J I CERTIFY THAT THESE FINAL PLANS MEET THE REQUIREMENTS OF THE ALBEMARLE COUNTY ACSA ZONING ORDINANCE, THE WATER PROTECTION ORDINANCE, THE SUBDIVISION ORDINANCE, SHEET 23 MITIGATIONPLAN AND THE DESIGN STANDARDS MANUAL, AND ARE PREPARED IN ACCORDANCE WITH THE SKEET 24 EROSION & SEDIMENT CONTROL; PLAN NARRATIVE & COMPUUTATIONS �7 ENGINEERING EXPEDITED REVIEW FINAL PLANS CHECKLIST. SHEET 25 EROSION & SEDIMENT CONTROL PLAN, PHASE � SKEET 26 EROSION & SEDIMENT CONTROL PLAN, PHASE. 2 VDOT SHEET 27 EROSION & SEDIMENT CONTROL DETAILS IGNATURE DAT �uENERAL NOtESID. S.--TANDARDS AND SPECIFICATION -.-PRO. ECT DATA2, 80 TH RK VA U 18H -DISTRICT: RJ. NNA ED PERFoRmANCE.tTANDARDS: A b RANDSEWE k b� SP -9 RT Ti R , PARTM A AND BRID SP S 1�� Q ENT OFTRAN 0 ON (V D.07A OAP Q�E ECIFICATION ' 1 1 '. . : C ER: 9 1 5 EATHER HILL DEV LOPMENT, LL0, 103 E jEFFERSON��Ti,IP'VIL�A,VA..,2290 i (T) 484406-94 4, fl: 296-2. :43 560'09�NT :fRANK:POHL PkOFF ERS Tt W6, K��Nb ALL IMPROVEMENTS SHOWN::ON THESE. PLANS ARE,REQUIRED 6� PER 1; ALL S -ORMED AND OR F '-CONTRA TY WIORK::SH BE �SUBJEC T OJNSPECtION BY THEALBEMARLE COON THOR TY INSPECTOR$. JH ALL SERVICE AU �E CONTRACTOR WILL BERES ONSIBLE FOR NOTI FYI NG,,THE PROPERS ERV(I CE AUTHORITY OFF ]CIALS AT THE,$TART.� OF .:Vl DAT ED. 2002' Y Ow. �.PROPERT:, SABO SAME A.: VE: 6. THE OW D. ON N Ct. ll� NFR l,CO TRAC 0 R INSTALLE LI=SS SPECIFICALLY ITEMIZED A '!NOT INCLUDED IT THE WORK,. -A RDS,, ATE V'R ON (V.b.b, b b INIA DEPARTMENT OF TRANSPORI TI. T ROAD AND BRIDGE STANDA . 9 . 1 9 �. I I EL.* TAX /PAkc STANDARD PE -1, A MINIMUM OF:3 �MEA UREb FROM E TOP 4L: WATERAN E T OF CO)VER ID SEWER.PIPE8 SHALL HAV 16F THE PIP T H. L SITE WORK AGREEMENT, THE. CONTRACTOR ISRESPONSIBLE FOR PERFORMING AND40R. INSTA4L.INO'AL, AND WAIVER/ VARIANCE RI#Q T . 200 1,:% , .MAP DINATEP WITH THA THE CONTRACTOR THAT HIS HER WORK IS: PROPERLY:COOIR T OF THE.OTHER TkADES:ON-SI TE. ESE DRAWINGS, I NOLUDI NG A, RKNORmA tNT8�-SHOWN ON TH NCILLARY EFFORTS AND%WO SOCIATED� IMPROVE �LLY AS Existl�d U TIL)TIES ACROSS THE LINE OF THE PROPOSED.WORK ARE NOT N �2 THE LOCA I ON OF ECESSARILY'SHOWN ON -TER- M AGISTER AL ZICT. WHITE. HALL.o WITH S P ECIF ED IMPROVEMENTS -PLANS AND Wf lt� T *ke SHOWN, ARE PPROXIMATELY C. H8,CONTRA T THE ONLYA 0. HALL,:�QRHIS�OWW 'T. a; RGINIA bEPA TMENT OF 0 VATIbN AND R_Q A iL AND WA vir, �,ONSE E RE TION DIVISION OF SO CONSO, ATIO ON 1 HIPD EDITION, 1992, Rv k NI EbI T CONTROL, HA 08' NIVH GI A EROSI ANb:s MEN N OOK, T PR ERTY ADDRESS-'; N A 2, CA! 4M= UTIWTY (1-800-552-7001) PRIOR TO.ANY LAN DI STURBI NG ACTIVITY. UTILITIES SHOWN ON THESE PLANS ARII IN TIA IVE GROUND LINES AND. StkuCTU ES AS Ect ATE AL, R SSARY, �L U. DER N .1, PROPERTY SIZE' M60 ACRES OT REPRESENTATIONS FROM, -VARIOUS SOURCES AND HAVE N SEENrIELD., Or DATA MAD,E.AVAILABLE TO THE 8.:ALL MATERIALS ANQ.CON8TRUCTION SHALL COMPLY WITRTHE� CURREN-r EDITION OF THE GENERAL WATER AND: 4 INSTITUT ORTATION ENGINEERS. IT. GENERATION, 7TH EDITION. EOFTRqANSP -W �E MANUA JRIP L) CURRENT ZONING: 6 1 O9,oV5RLAY C 1, ENTRANCE�C ROD $SA 0 CO 1E E ISTENCE. OR NOWEXISTENCE OF CONFIRMED, tXPLORATORY�EXCAVATIONS:MAY.BE NIECE RY T, NFIRM1H X, . CERT AIN ON PGROUND FEATURES : - S $TRUCTION 8- 0 YT W ER CON PE IFICATIONS ASA OPTED E ALBEMARLE COUNTY SERVICE AUTHORITY I TRA FIC �CONTROL DEVICES. (MUTCD). STANDARDS. 5 FORM VIRGIN AWANUAL-FORLIN11 PROPOSED ZONING: C41 ENT COP 8 RANCE RIbOROV RLAY V LVT OUR N AfUTUR.,:l VA AD END LI ES: Q Q TQ.,PROVIDF_ ADEQUATE� RESTRAINT G w DE FOR THE. HE DE IGNATED 2. NO PROPERT S C).FEMAMIA051060.66 Y 41ES NE WJTHIN�t 1 004EXR LOOD PLAIN (40 HE�$, 'TUMlFORALL E EVATION8 SHOWN IN NATI NAL �b5 I � r� 9 1 . I 4_DA GEO T DATA FOR M S RVEY. S� PROJECT Q U ORE DFTAILEbL: I . I I I , . 91 � - .. 1 �9 . . 9 6. ALS t EMARLE.. ERVICF_ A THoRiTY.:c6NSTRLlCTIO.N:$ F IFICATIONS REGULATING TH . .. COUNTY $ PR HENS.IVIE PLAN: 9 1 :COM E RURAL T " AREAS (wr . IN THE.CROZET DEVELOPMENT A MAI ILI i 1� I al It CON F��&ORSHA LQONFIRMTHATALL' S A TENDA LRE UIREOPRE-C ONSTRUCTION MEETINGS_ HE: T C EDUI�ElAt L 0 A LB:EMARLF-- VIRGINIA, DATED 2005 DRINKINGWATERWATERSHED'�: 80 TH RK VA U 18H -DISTRICT: RJ. NNA ED W HERE URBAR CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT P STIED AND P MA 'T S N BONDS HAVE EEN, 0* ULLALL PERMITS, THE CONTRAC OR SHALL INTAIN HE PERMIT A b AN CONSTRUCTION. THE CONTRACTOR SHALL NOT BE RELEASED FROM RESPONSIBILITY FOR STABILIZATION OF THE THE CONTRACTOR SHALL BE� RESPONSIBLP FOR NOTIFYING" ISS�UTILIT`Y" (1-00452-7001). CG -9,(A, B OR C), PkOFF ERS PROPERTY UNTILTHE LOCAL AUTHORITY OR AGENT ISSUES FINAL APPROVAL AND AUTHORIZE$DECOMMISIONING.OF APPROVED SET OF THESE WORKING DRA NGP AND PROJECT SPE.ClrlCATIONS ON� T ALL TIMES. VIA S EROSION CONTROL MEASURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR !POSTING THE EROSION CONTROL 6. W RA ALL C HERERP L CROSS SECTIONS ARE INSTALLED, ALL. RESIDENTIAL DRIVEWAY ENTRANCES SH ONFORM TO VDQT 6ONO. .,ItEA STANDARD PE -1, A MINIMUM OF:3 �MEA UREb FROM E TOP 4L: WATERAN E T OF CO)VER ID SEWER.PIPE8 SHALL HAV 16F THE PIP T H. 4, ALL SLOPES AND DISTURBED AREAS ARE To FERTILIZED, $EI50ED.AND MULCHED.. THE MAXIMUM ALLOW -SLOPE It ABLE WAIVER/ VARIANCE RI#Q T c i IFICATIO RTI AL SLOPE PA K, R ANKDRIVE-T NAN&SUPFO AS' HRU ERE APPROVED EITHER INISTRA FF IIN TIVEL� BY 0 ON 1 4 06 THE 8 -MAY 2006 R Qw�� CARD OF SUPERVISORS DINATEP WITH THA THE CONTRACTOR THAT HIS HER WORK IS: PROPERLY:COOIR T OF THE.OTHER TkADES:ON-SI TE. E PI C O.VER�THE CENTERLIN PE THIS IN LUDES ALL:FIRE T. LINES, SE It -HYDRAN T L �RV E LATERAL$ AND WA. ER: ME$ SITE S NOT -.-PECIFic VEY QURCES SUR F PHY !CAL T POGRAPHIC 8 0 8OUNDARYk TIMMNS GOUPi- DATED 01116106, 8, ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION, SHOULD THE FINAL OATUM: N PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE I No A VIATI ON:FROM THESE PLANS. AY RISE DURING CONSTF UN5XPEQTED'S.TE:CO ITIONS. M ' UCT16N THAT k8QUII RE A. DE .1, ALL WATERAPPURTENANCES ARE TO�815, LOCATED. QU DE, OF ROADS1 DE DITCHES �CT-L THN.. E� _ES RVOIR WATERSHED. 1. TH18 PROJE WI I' THEWAT. RSHED OF THE80UTH FORK RIVANMAA 6. ALL PAVING AND DRAINAGE -RELATED MATERIALS AND CONSTRUCTION SHALL CONFORM TO CURRENT SPECIFICATIONS 9. THE 0% THE ENGINEE IRAOTdR SHALL NOTIFY RI M 4.1r, LY OF-:� Y:�CON TIONS THAT CONFLICT M ED! WITH THE PROPER �Y AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED, ALL MATERIALS TO BE USED IN STABLIZATION SHALL ALSO BE Ak NOHM K, b BE NCH MARK I RRII GE NAIL IIN POWER P 8 0 6VA?LE #AB7 ELEVATION OAND, ?AINTEDJ�ORME N BLOCK WALL EL ION -=.71341 APPROVED BY ENGINEER. IOKOF THESE PLANS, TH.E�g 'RM AIND DEGR CHANGES N. CESSA , NGINEER$HALL:DETIE EE:Of V LVT OUR N AfUTUR.,:l VA AD END LI ES: Q Q TQ.,PROVIDF_ ADEQUATE� RESTRAINT G w DE FOR THE. HE DE IGNATED 2. NO PROPERT S C).FEMAMIA051060.66 Y 41ES NE WJTHIN�t 1 004EXR LOOD PLAIN (40 HE�$, AN ONTRACTOR SHAL� PROVIDE R' HANGE& �O. CHANGES ARE� TO BE MADE WITHOUT THE A COST FQ �SAID C. EXTENSION,OFTHELINE." ::,t . . �: .1 �BREAKDO WN .CONSENT OF THEENGI NEER, . THII:15XI�T ING V GIETAT ON F THE SUBJECT SITE Is PREbo OD REES. 0 . N LY'VOL.UNTEER HARDWO. I MINA T A 9. 8-$PILT CON$ OR IN THE FIELD A LANS A TRUCTIOWDATA HALL BE MAI NTAI NED BY. THE CONTRACT MARKUP SET.OF . ..... BUILDING . ...... 610, 0�20. WORKIS TO BE LAID -OUT ACCORDI )N THESE P� 6, THE SITE� NG,TO THED . WONS 1 ANS SCALING OF THE PLANS IS NOT BE PROVID H SHALL. ED TO T E OWNER OR HI EPRESENTATIVE TO $E, VE AS THE.8ASI$ FOR THE FINALAS -BUIL 'V� LUSIVE OF C R -MINIMU WIDE CO CR8TE SIDEWALKS SHALL PROVI E, -AS$ OW 4. .(EXO PEESTRIAN ACCESS THROUG H D HO.0 THE IT� M, H, N11 . ....... . ACC CONTA TioNs, REGARDING THE LAY ARE QUES'. �AUSE EPTABLE CT ENGINEFR IF"THEM. OUT OF THE, 'PLAN �.PLANS A AS H SPE E DATA RECORDED SHALL "IN CCORDARCEVOTH THE CITYCOUNTY REQUIREMENTS, CIFIEP� ROAQ$ls IDEWALKS: MA U SAFTERSIT ARCHITE TORAL. 1 5, DESIGN. NY TIMES CO, NTf N. E APPROVAL, STRUCTU..... LINFORMATION LATESTEDITION CHECKLIST. OL TRASH SHALL BE PLACED, IN DUMPsTpkS AND Lt Fb RIVATELY, D UMPSTERNOT REQ, FOR BANKSIT. c OT p u .... ...... ARKING,4: �,Q : 2 - N THESE DRAWINGS. MAY NOT REPREI REFLECTED 0 3ENT FI NAL. ARCHITECTURAL DIMENSIQN$.�:PRIOR TO $TAKE.OUT Of RACT6iR SHALL O=NAL ARCCHI'TECTURA AND CONSUL. Al' YOIR. AND R CONTI L DRAW NGt 6 ALL.�IGN NDESIRttXFOR THE DEVELOPMENT 5HALL. BE 8. _ND FILEDSEPARAT L AGELSIT' ISITIFICATIO. 'A E IDE I.YTHEOWNER Y, -SIDEWALKS EER k G �EXACT PLACEMENT OF'BUILDINGS I N WTH...NQ1. -EPAROIN, DEVELOPER, ....... .... ... U Ek.�. .1 i: N SAP OPE. 7,� THE. CONTRACTOR SHALLVERIFY ALL, EXISTING SITE. 0 ONDITIONS AND FEATURES REPRESENTED ON THESE PLANS.70� M OFOiNALSITE LAN ROVAL 7� EASEMENTS HAVE BEEN.SHOWN AS PART OF THIS SITE PLAN BUT WILL ��E: KCO E A3 T Ell E P APP .$P RA CTOR�SHALL LS'O VER r BY STAKEOUT, THE ATIONSHiP�OF.ALL THEB.E$TOF� HIS' /.HE , BILITY. THECONTRA A., I Yl RE� -AGE !TOTAL SITE ACRE 15 MAJOkSItE IMPRovtMENTS.70 EXISTING, IONS, AND 51TE- CONOIT FEATURES AND OTIFY eNGI NEER OF ANY 8. THIS PROJECT WILL BE DEVEL PEP IN 0 PHASES. 0 TW DISCREPANCIES, ERRORS AND OMISSIONS BEFORE PRQCEEbIN0,WITH THE WORK, 04:NOT ALBEMARLE 90UNjY ENGINEEWNG�QENE8AL CONSTRUCT[ -ES- 1. IN ANY EXIST NG�PU$Llt HT- F-V)VAY INCLUDING CON PR(OR70 ANY CONSTRUCTION W11 H 0 RIG NECTIONTO.ANY CONTRACTOR.SHALL IDENTIFY AND REMOV ANY ABANDON ED SEPTIC TANK AND DRAIN FIELD. 8. THE CONTRACTOR SHALL BE HELD SOLELY RESPONSIBLE FOR SIT8,CONDITIONS, THE SAFETY OF HIS HER WORKERS T JEXIS INGROADI:A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT)... THIS MA Xi BUILDING HEIGHT' ANYTHING OVER 35'REOUIRIN� ADDITIONAL S�TBACK 66MAX ALLOWABLE W1 FROM RESIDtNTIAL AND THOSE ASSISTING HIM 1, HER WITH,SUPPLYING OR EXECUTING THE WORK, AND THE SECURITY OF PROPERTY HE PLAN As DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS O)r THE PERMIT, WHERE ANY DISCREPANCIES E (OFFICt 5plLbING SHOWN ON� PLANS 18 3 8TORY�PLVS, ME NOT LIABLE FORTHE:$AFET THIN THE BUILDINGS OR SHE Is STORING ON-SITE. THE CONTRACTOR1 Y OF� THOSE WI WORKI-NOON THE. BUILDINGS NOR IS HEV SHE RESPONSIBLE:FORSECURING THEPROPERTY OF THE BUILDING EQUIREMENT. T OCCUR T HE R S OF THE PERMI SHALL GOVERN. PAllDKlN"r`__D,.k,,TA REATIONAL AR A' NA CONTRACTOR OR THEI R� ASSOCIATED TRADES. � HOWEVER CONTRACTOR.!$ REQUIRED TO MAINTAIN A CLEAN, ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CUPRENT SPECIFICATIONS AND STANDARDSOF SE TBACkSl ORGANIZED AND SAFE SITE AND IS THE FINAL AUTHORITY At TO.THE LOCATION PLACEMENT OR STORAGE OF ANY VDOTUNLESS OTHERWISE. NOTED. PARKIN6 -IT ONLY AND ALL MATERIALS, EQUIPMENT, VEHICLES AND TEMPORARY STRUCTURES USED DURING CONSTR ICTII ON. NEITHER r SE IRED BUILDING FRONT ONLY THE OWNER NOR ENGINEER SHALL BE. HELD RESPONSIBLE FOP, THEFT, DAMAGE OR INJURY ON -SITE -7, DURING 3. EROSION AND SIL TATION CONTROL MEASURES1SHALI_ BE PROVIDED IN ACCORDANCE WITH THE APPRO ED EROSION, V .......... MAX. NUMBER OF EMPLOYEES:. CO N, 0 NSTRUCTIO NLESS, IT ISOUE TO TO THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER, R �OTHER CONSTRUCTION. CONT OL PLAN AND SHALL BEt INSTALLED PRIOR TO ANY CLEARING GRADING OR I3,090 25Q 12 G8F DEN81TY� 0.14 FAR (BASED UPON 22 410 TOTAL GSF) 9, THE CONTRACTOR SHALL DETERMINE THELIMIT$ OF CONSTRUCTION AND.DEMARCATE THEM CLEARLY PRIOR TO 4. _S AND DISTURBED AREA8-AREro BE FERTILIZED, SEEDED AND MULCHED.. LL SLOPE 150 -T G5F + 1.00125, P4R 4R/ VE HRU �(4)) . . ........ .. COMMENCING GRADINGOF THE SITE. ALSO THE CONTRACTOR SHALL]INISTALLAI L SEDIMENT AND EROSION CONTROL MEASURE$ THAT CAN LOG18TICALLY BE PLACED BEFORE GRADING COMMENCES. 5 ALLOWABLE SLOPE IS 241 (HORIZONTAL:Vt !CA WHERE REASONABLY 013TA THE MAXIM M RT. L INABLE, LESSERsLoPES. RQIAL 1 1 7 91320 1/200 OF� 3:1 OR$ R ARE TO BE ACHIEVED, ME. 10 DURING THE I NSTALLATION OF UTI LITI ES TO SUPPORT THE PROJF CT, THE CONTRACTORSHALL MAI N- N IERVI CE TO AMAGI: TO OPIKIT9z R NEIGHBORING PPOIDER JES, a IRRUPTIONS OFERVICE SHAI BE IMMEDIATELY EPO- ?T. -q I -)LI NTY p -STABILIZATION'MA.T I-IN5r),DITCH MAY BE, R� M V/VHEN IN THE OPINION OF THE CC AVFD� RIP -RAP OR �.I, 10 TO THESERVICE PROVIDI=R AND ENGINEER TH NTRACTORIS RESPONSIS E 00 LE FOR ALL COSTS ASSOCITED WITH ENGINEER OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER To STABIL17E A.DRAINAGE CHANNEL. REPAIR AND RESTORATION OF. SERVICE, ..... .. ........ .. TOTA NG 71' Al L TRAFFIC CONTROL SIGN$ SHALL CONFORM WITH'THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTRO.L�DEVICES. 90 + (1) LOADING SPACE i i ALLEXISTING. IMPROVEMENTS ADJACENT TO THE PRQPERTYJ SUCH S R0AQ,WAY$...$HALL BE:PROI 'EiCT-D'FROM DOE TO THE EXECUTION OF TH REPAIR MADE.�ECE88ARYBY THE CONTRACTOIN, OR THOSE PAMAGE. E WORK. ALL, ONLESS TE OTHERWISE D ALL: CONCRETE PIPE $HALL BE REINFORCED CONCRETE PI PE -,CLA $-Sll 1, fR SISTI-Nd H TION OF THF WORK SHALL SE:BOR E BY THE CON AC AS IM HER IN THE EXECU N., 9. 1p� ALL EXCAVATION FOR UNDE GROUND P INSTALLATION MOST WITH OSHA STANDARDS FOR THE COMPLY 12,USE OF EXPLOSIVES IS�EXPRESSLY PROHIBITED UNLESS STATED OTHERWISE, IF.PERMITTEb THE CONTRAtTOR SHALL c S RY (29:0FIR.PAR .10 ON$TRUTION. INQU T T 6) OBTAIN ALL NECESSARY PERMITS AND NOTIFY ENGINEER PRIOR -To STORING OR QSINq EXPL SIVF$ION-SITE. ALL OTHERS SHARI NO THE SITE FOR CONSTRUCTION PURPOSES SHALL ALSO: bE NorIFIED USE OF EXPLOSIVES SHALL ALBEMARLE COUNT_Y ENGINE, ERING GENERAL CONSt RUCT)ON NQIES:FOR 8,TRIEEES: BE CAREFULLY COORDINAT15D WITH ALL OTHERS SHARING THE SITE AS WELL AS'VDOT AND ADJACENT OWNERS. 14 CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE. DEVELOPMENT WILL BE MADE BY THE COUNTY� . 13,P.RIOR T.O.ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY THECONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVE�LOPMENT (296-5832) 48 HOURS IN ADVANCE - � I TRIP GENERATION ESTIMATES4 a EXISTING ROAD� A PERMIT SHALL BE OBTAINED.FROM THE VIRGINIA bEPARTMENlrOF TRANSPORTATION: (VD01). THIS OF THE START OF CONSTRUCTION. PLAN, AS�QRAWN, MAY NOT ACCURATELY REFLECT. THE REQUIREMENTS OF THE PERMIT, WHERE. ANY DISCREPANCIES 2. UPO COMPLETION OF FINE.GRADING AND PR -THE R EPMATION OF OADBED S.UBGRADE, THE CONTRACTOR $HALL KS SATURDAY SUNDAY CODE LAND USE WEEKDAY ADJ STREET PEA L OCCUR, THE REQUIREMENTS, OF THE PERMIT SHALL GOVERN. HAVE*:CBR TEST$ PERFORMED ON THE SUBGRADE SOIL� THREE (3). COPIES OF THE TEST RESULTS SHALL BE TRIPS' AM pm Ec TR MEASURES WI 4, CONTRACTOR SHALL COORDI NAT AFFIC CONTROL' TH VDOT INSPECTORS PRIOR TO OR AS PART OF SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT 710 GENERAL OFFICE ftol 1.55 1.49 2,37 0.98 (PER 100.0 G.F.A) THE REQUIRED PRE -CONSTRUCTION CONFERENCE, DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND�SUBMITTED:WITH THE TEST REULTS,FOR APPROVAL. 912 DRIVE-IN BANK 31.99 53.46 71.21 22.15 246 AO 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHI,N (PER 1000 GIFA.) QUAL116TIVE.STANDARDS: -ANCE BY THE COUNTY PRIOR TO ACCEPT ALL DF;AINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO 1, ALL UNSUITABLE SOIL MATERIAL SHALL BE STOCKPILED AND ITS DEERMINED BY THE.OWNER WHILE THE A BOUNDARY LINE OR A NATURAL WATERCOURSE.. ... CODE LAND USE AVG WEEKDAY ADJ, STREEf"PE. KS SATURDAY SUNDAr EARTHWORK ASPECT OF THE SITE WORK IS STILL UNDERWAY. 4, GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATP: END TREATMENTS WILL BE TRIP*S AM PM FIELD VERIFIED AT THE TIME OF CONSTRUCTION. AQDITIONAL.�GUARDRAI L BE REQUIRED AT LOCATIONS NOT 710 OFFICE: 19,34 SF 215 30 29 46 2. ALL SPRINGS SHALLBE CAPPED AND PIPED TO THE NEAREST DRAINAGEWAY OR IDIRECTED TO A STORM SEWERAGE SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN. STRUCTURE. GUARDRAIL. IS RE OFFSET FROM THE EDGE, OF �PAVEMENT TO THE QUIRED, IT SHALL BE INSTALLED POUR FEET FACE 912 DRIVE-IN BANK: 3,090 SF 730 :96 .160 214 wr yp.,Imwrwkl I-, MI-4LJ M WVVPAT Orll.JUL I MQ OrIMLL Qj: %C^0 I %_-, omv 1'4 ki) r -1: 3. INANIJ,-,'�IIIL IA I IUN UUN I KVL IVIIZHIZWKIZ�> Ot I-'KVVIIJt_IJ IN hkk�GQRIDAINCE VvI P-4 THE APPROVED EROSION IrONTROL PLAN.AND INASMUCH AS 1SPOSS.IBLE SHALL. BE INSTALLED PRIOR TO ANY.CLEAR!NG I GRADING OR OTHER '5. W HERE URBAR CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CONSTRUCTION. THE CONTRACTOR SHALL NOT BE RELEASED FROM RESPONSIBILITY FOR STABILIZATION OF THE CG -9,(A, B OR C), PROPERTY UNTILTHE LOCAL AUTHORITY OR AGENT ISSUES FINAL APPROVAL AND AUTHORIZE$DECOMMISIONING.OF EROSION CONTROL MEASURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR !POSTING THE EROSION CONTROL 6. W RA ALL C HERERP L CROSS SECTIONS ARE INSTALLED, ALL. RESIDENTIAL DRIVEWAY ENTRANCES SH ONFORM TO VDQT 6ONO. STANDARD PE -1, 4, ALL SLOPES AND DISTURBED AREAS ARE To FERTILIZED, $EI50ED.AND MULCHED.. THE MAXIMUM ALLOW -SLOPE It ABLE 7. COMPLIANCE WITH THE MINIMUM PAVEMEN T WIDTH, SHOULDER.V\nDTH AND DITCH SECTIONS, AS SHOWN ON THE 1:1 (HQkIZONTAL-VER.TICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPE$ OF 3:1 OR BETTER ARETO BE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO� ACHIEVED, ALL SLOPES GREATER THAN 3,1 SHALL BE MATTED WITH VDOT EC -2 SLOPE STABILIZATION MAT, 8, ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION, SHOULD THE FINAL 5. PAVED, RIPRAP�OR STABILIZATION MAT -LINED DITCHES MAY BE REQUIRED WHEN, IN THE OPINION OF THE COUNTY PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE AGENT, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. N . ULL AND VOID, 6. ALL PAVING AND DRAINAGE -RELATED MATERIALS AND CONSTRUCTION SHALL CONFORM TO CURRENT SPECIFICATIONS 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM.TRAFFIC AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED, ALL MATERIALS TO BE USED IN STABLIZATION SHALL ALSO BE CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL APPROVED BY ENGINEER. TMP 66A2 5 B�Lj 0 T M P 5 6A 2 - 3 - B - 8 Now or Form erly Fo TMP 56A2 -3-B-4 P 5 6A2- s - B - 5 S 1E TM Now or rmerly FLORENCE D. MAS TMP 56A2-3�B_Q Now or Formerly JONATHAN OR JL4 Now or Formerly TMP SIBA2-8-15�7 D 2 RONALD T. DURHAM Now or Formerly TMP ISA2�1-38A CAROL TMP 56A2 3-13-9 5'. VIRGIL L Now or Formerly Zoned: R�2 JAMES, JR. 563 PG.L23511 MARk &MADISON Now or Formerly & B Gi WAVERIL Now or Form JAMES Y H, AVIS QUESENBERRYL e rly Comp. Plan, CT.1 & 2 Zon ANSON O.'B. L 1 736L FL b. BE ed: R 2, W, 1 6� PG. ON 08 P 580* OP W.B. 1 734 TSY Q Lj� Urban Ed ge D.B. 4 20� PG. Q77 Comp. Plan- CT 1 2 CO R Zoned: Urb n I W Zoned: R-2 DENOME� Zoned.: R-12 Urban Edge Comp., Plan: CT 1 2 .0 3 PG.%L 606 1 Comp. Plan: CT 1 2 COMP Plan-, CT 1 & 2 Q.13. 2842 PGi 147 Zoned, R Zoned - .2 TMP 56A,2. Comp. plan: CTL1 & Use, Urban L Urban Edge Urban e Urban Edge Zoned, R-2 2 L CLOMP. L Now or tormefly Plan: CTA 2 Use; Urban Use: Urban Use: Urba cornr), Plan: Urban:Edge THOMA�,A., ONE OR Urban Ed Urban Edge 19 UTI,LITY:EASF-MENT Use. LANE Use: Urban, 0.8, 317 PG. 215 S CA IRL, ET G. Use' Urban /-10, UTILITY EASEMENT D� B. 978 PG. D,B, 317 215, Zoned R 2 CLI, fh ----------------- 71� .. . ............... . . . . . . . 0 p Plan. CT 1 & 2 PARROTREEX L urban Edge Use: Urban L -7 81, Pv S, S S S r y `)U SEWER EAS NT 37" R 20'SAN EM, MHS R1 -.33 D.B, 172 I NV. I MA 179.9 4 LIO I NV INV, IN( j LM�.,O 7�E)�667,69 13ACK INV_ OU PES� O'REAR* BU1bXNQ:SI; IN( := . 0-'PANITARY '91� VVI_ :D B, b72 PG. I T 56A2 _37 A/6 0 rlv W rme 7 AN D. W,SHINQ TA � A TON WL D 604 PG.L RAM -7 N A 4AIJ 'No orLFormerly. L 094 Z _CRfT I CAL qROZETL oned C I Op E J.- STR� . ............ n Comp. Piet CT 4 Urban Center R FIRE V DEPARTMENT D.B. 101 U sle: Urban .457 7GD Zoned: C�l —680 MHS RIM=694. F -L-7,681 .95 an: CT 5 Coi ip. n —106 57— Urban Center .. .. . ..... V611JINTEER HARDWOODS ASPHALT Use: Charitable PARKI NG MAN-MADE -6* SLOPES oHi� P 5 or -F or rly --4 nv ,,o w W8ATH L .. ........ D� EfLQPMT, �W– or_d G -PG Z38 ---b. "2 b 3 0 �e i -"qp0Tnp.,_P:16ft7 C -T-6 towrq 2 'NT --Urban Core TMP 56A2-1 �Down -29 U -se: - "ran Now or Formerly S CROZET SHOPPING GREAT 17ALUE CENTE -T D.B. 2813 PG� 749 GROCERY F 201L.8 NITAR Pp E Zoned: E 4 MAN 693 COMp. Plan- CT 6 Urban Core '-MADF� ntown) (Dow 6MCAL CONCRETE NCH 4-LF_�HO�E P F usiness or t Use: B Re ailing WALK V 70j .58 (TIM�ON!pi 6A2 TM P 56A2_1 t-33 TIVIP -31 N6WorFo e Now or Formetly rm rly CKPILE -T-YM�k-Rli( HOLDING$, E, LEISURE & I -9TO TiNd MARKETT EPROJECT _T_ ORG FIR OM U.S. JOINER GE A 99 5' _3 7]18 B.: 2 D, 3P7 PG. Z Z ed, C-1 on ASPHALT COIMLP Plan: CT 5 cTj M n: PARKING e� Urban Center 3e: L Urban J, C pl�. U roa Cgre (Downtown) ....... .... Use: Urb HARDWOODS RIM=%694 ED CORNER ON BLOCK WALL, ELEV. 714.35 OL R: CONTRA& $HA.�LlytIN I I t- AND MOVL PTIC E ANY AB SE 704 WV \N AD�, I i6k I N N tl� I N Mt r I L N M "e A US, JOINER SITE QURRE�NTLY UNDER z WATE rONSTRUCTION \(ARIA84E WIDTH R L��Nr- EASEM N I __ � - . - _ - - � I - I.- 1— -1 1 - -1 _ I - 1-11 - -1 1 , . I � __ " I - 11 ___ - I I __ I I- __ _ - J- 137 2016 PG, 619. X_ 0 BE ABAN FHA �z FE 0 2 T/6ONSTRUCITON AND _j r L ",/MAINTENANCE. M�NT 310 PG. 20.8 -4 704 WV 704 7 cjjEfs ------------- LK� 'xv W ; 11 - q 77 vc,:w.z 7� OHE OHEi OHE, OHE _4� E ISTING BENCHMA�K: BRIDGE NA�L IN POW EF:�, HRE&NOTC-HD D,(S-R 240 'I PROPERTY LIE -5 WITHIN THE DESIGNATED 100 -YEAR FLOOD PLAIN (ZONE C). FEMA MAP 510 06 01808, 4 NUNt: VI" I HE SU54:16 .0 LC;V, �F IV v 15. ILIX, W i Ij I r -f JK t W UNPTABLE TO BE 4�d�VEP 3. PHYSICAL, TOPOG --TIMMONS:G RAPHIC BOUNDARY SURVEY PROVID�Q BY ROUP, DATED 01 /16106. LIW BEARING DISTANCE 4.DBAENCM GE NAIL. IN POWER POLE #AB7 ELEVATION 706 60 AND PAINTED CORNER ON BLOCK WALL ELEVATION 713A1 -1 4'00'W 1.90i T% �ARK IS BRID N81� NOD 88 CURVEE TOLE' LENGTH I fANGFENT I' b CHORD BEARING CHORD ELTA CURVE C 0- 7' :41117" N83"29"39"W oil 83' 178.651'', 8 60i 120' 156 FEEMAUAP REFERENCE: 610006 0180 5 "WIN" 7 7 7 CALE�.4 3 0 SUE D 4- 111 06 /0.6 DRAWN BY. SWE REVISIONS.4. 0� il-6-06, INITIAL SUBMITTAL 1. 12-14�06, AAB,COMM.ENTS 2, 12-211�ffi__� ACSA C.OMMLENTS 3. 12�27-061i COUNTY COMMMINTS I QVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COUWr SQUARE CHARLOTTE, SVILLE, VIRE IA 22902 PH, 434-295-4005 FAX 434-295-2103 A'Slj op Alan G. min Lie. No. 3532 12 gz- 107VA I XTH Or I Steven * Edwards J. A 'i I 20 CALE, IS,$U `1 11/b6/06 El DRAWN BY. AGF .R.—EVISPONS., 0. 11-6-06, INITIAL SUBMITTAL 1, 12-14-06, ARB COMMENTS 2. 12-21-06, ACSA COMMENTS 3. 12-27-06, uli—I "i %-ulvii I-pliN 10 ®® CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-4005 FAX 434-295-2103 < 1;U;; B.J i 1 1 iYl{11111 Uc. No. 35326 H op - Steven W. Edwards lie. No. asst sCIXN'� SCALE. V) = 20' ISSUED: 11/06/06 DRAWN BY SWE 0; 11-6-069 INITTIAL SUBMITTAL 1. 12-14,069 ARB COMMENT: 2. 12-21-06, ACSA COMMENTS 1 12-27.069 COUNTY COMMENTS 4, 01®10-079 ACSA COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these pians) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, Including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. (D TERRA CONCEPTS, P,C. 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 PAID FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" SEE (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE NOTE, 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, THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN AND SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG -3 IS REQUIRED. Pavement Des' gn (VDOT Pavement Des'an CC u"de) RF= 1.0 PV I STA = 10+3100 Design ADT CBR SSV Dr Surface h PVI STA = 12+01.50 b a Sub -base h a Dp Birchwood Place 954 0 954 5 5 14.50 C) Lu FIVI ELEV = 709,70 bM25 3 2.25 21 B 6 0.6 14.65 n/a PVI ELEV = 706-29 uj a: A.D. = Z00 A.D. = -2.57 0 0 Iz K=5 K=12 ry Lu (0 CL GN SPEED =-I 5 MPH) (DESIGN SPEED = 15 MPH) &(DES 10, VC 0 co 3 __ C - -- > M CD t�jn UJ C) 0 0 _j uj 0 Lu Z 0 C) U? C> C�) Z 0 < (D C� C 1c C� q LU --1 _j Lu (0 00 U? qo� cy) 0 Z Z C) + L + CD M CD CD + .7 (y) _CD + Z + Z'T- (D '� V_ C) > 6 > uj 5 _j n LU LL uj (ZD LL60 + S2 CD EXISTING GR PROPOSED IRADE DE > + W > Lu > _j UJ LU Z LU 0 0 _j < 0 W _j CL W 1 60- 0) (0 W W U) W M U) < ct Z -4 C < Q_ F- (D 0 < LLI 0 — ------ N-3 Z W uj Z EX IS ING GRADE - < Lu -4-57% 2�<o W M CL PR 0 OSED GRADE Z -0 cr� uj --------- 0/ <i_ W Uj LLI -----__�___2.33o ___ Z C0 I-_ C) ¢ C) L) 2 T- 6 (N 0 Z LID + C: + C14 U) 0 ry V_ < ILL! F k ~ Z 0 W U. U) W Q), _j Lu Co 0 �> M — -------- fy 0 l' - T7 't., 14? C4 Q) 7 od C'4 1`-� % C4 Lq % CJ 'V' T7 Cq 'Zt IT C\I C,-,) "4e to LO Is, 'q %' LO W "1 00 LU . CL 00 Cn 0? C-4 ko V: 00 C� IP %6 00 - LP T- C) 0) 0 0) 00 C) 00 C) r_� 0 0 0 LID 0% 0 Cq %� � -: 0 0 0 - 0) LO 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 PAID FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" SEE (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE NOTE, 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, THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN AND SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG -3 IS REQUIRED. Pavement Des' gn (VDOT Pavement Des'an CC u"de) RF= 1.0 Location ADT HCV Design ADT CBR SSV Dr Surface h a Base b a Sub -base h a Dp Birchwood Place 954 0 954 5 5 14.50 sm9.5 2 2.15 bM25 3 2.25 21 B 6 0.6 14.65 n/a n/a Sub. Ord. section 14-412B (alt. multi fam stud) CBR= (Apip.1, page 20, East of7t.29 use 4, West use 5) RF = (App.1, page 20) SSV = RF*CBR Dr = 3.48*In(ADT)-1.48*In(SSV)-7.23 (curve equation for App.11, page 28) Street DesWn Data Will Street Public or Private Maintenance Design Speed mph Min. CL radius ft. Max. Grade Min. K- crest Min. K- sag vill"lin'. Stopping Sight Dist. —1n t —M i n. Sight Dist. tra ve Iwa y Ft. width ft. Min. ROW width Min. shoulder width Sources for Standards Birchwood Place Private 15 n/a 10% 5 15 1 100 ion I 20 n/a n/a Sub. Ord. section 14-412B (alt. multi fam stud) 31 16' PARKING STALL CONCRETE STONE RETAINING 7 _'Z' VERHANG AREA WALL W/ RAIL if 2.0% > TYP. 2.0% NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE, 2.0 ONCRETE TO BE CLASS A3 IF CAST IN PLACE, - 4000 PSI IF PRECAST, 4" 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 AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF PAVEMENT. 5. THIS CURB MAY BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN & SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG -7 IS REQUIRED. B-� 6)) CURB (03-2) SEC JL P-003 NT.S. 12' TRAVEL LANE 2.0% 2" SM 9.5A ASPHALT SURFACE COURSE 3" BM 25 ASPHALT BASE COURSE 6" VDOT #21A STONE BASE COMPACTED SUBGRADE (95% AS DETERMINED BY ASTM 698) TYPICAL SECTION N.T.S. _41f 61, 7" > THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR 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. 6" CURIB & ("ff UTTER (0"-6) SECTION P-004 RTE, 240 24' ACCESS 1EASEMENT PROFILE GRADE LINE '- EXISTING 2 RTE 240- 12'TRAVEL LANE VDOT STD CG -2, TYP. 2.0% RIGHT TURN LANE _10.51 7 SAWCUT & TIE TO EXISTING EDGE OF PAVEMENT 4% 5,51 SIDEWALK = 2.6' 5.01— SIDEWALK CG -6 MILL EXISTING ASPHALT SURFACE & OVERLAY WITH \\\\��\/\�� /% ti//%%��//�//�//�// %/% NEW SURFACE COURSE 1.5" SM 9,5A SURFACE COURSE 4.5" BM 25 ASPHALT BASE COURSE 6" VDOT #21A STONE BASE COMPACTED SUBGRADE (95% AS DETERMINED ASTM 698) PAVING SECTION TO MATCH EXISTING RTE 240 SECTION @ MINIMUM D 'ROUTE 2401RIGHT-TURN LANE 6 j SECTION 4... CONCRETE SIDEWALK 6" VDOT #21A STONE BASE *SEE SIDEWALK SECTION DETAIL **SEE PLAN FOR LOCATION WHERE CURB AND SIDEWALK IS TO BE INSTALLED, OR PAVEMENT SURFACE TO BE CONTINUED FOR PARKING AREA. 2.0' BIRCHWOOD PLACE PROPERTY PROPOSED R.O.W. TRANSITION TO EXISTING GRASS FLOWLINE AT TAPER LANE. FROM WHERE CURB AND GUTTER TERMINATE. LINE SWALE WITH EC -2 MATTING. N.T.S. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-40,05 FAX 434-2995-2103 VTH OF GM4G.�ankhn Alan FrnU Uc, No. 35326 OXAL N-VNH OP 1:35 Steven W. Edwards Uc. No. 0931 �SCXV� SCALE: AS SHOWN ISSUED: 11/06/06 DRAWN BY- AGF REVISIONS: 0, 11-6-06, INITIAL SUBMITTAL 1, 12-14-06) ARB COMMENTS 1 12-21-06, ACSA COMMENTS 3, 12-27-06, COUNTY COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. 0 TERRA CONCEPTS, P.C. E SHEET 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 PAID 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. THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN AND SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG -3 IS REQUIRED. Z LU LU 6)) CURB (CG,2) SECTION EQUAL TO WIDTH OF SIDEWALK TYP. tsl PLAN SEE NOTE All EXPANSION JOINT 2" SMOOTH TROWELED EDGE; OPTIONAL SCORED BROOM FINISH; TYP. PERPENDICULAR TO DIRECTION OF TRAVEL 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 AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF PAVEMENT. 5. THIS CURB MAY BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN & SUBURBAN AREAS, IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG -7 IS REQUIRED. 6.. 2" R 4 „ 7,. 4 -THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR 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. 6" CURB & GUTTER (C -6) N.T.S. SECTION 1 Y4" DEEP CONTRACTION/SCORE Yz" EXPANSION JOINT W/ r" RECESSED JOINT, SPACED EVERY 5' O.C.; TYP. BACKER ROD AND CAULK, SPACED EVERY 25 (MIN) O.C.; TYP. 3000 PSI CONCRETE AT 28 DAYS, AIR -ENTRAINED tt• :.� X D p�-;-'X'=-w•'X' - Y, °-•i-�• X -y- X•-�,;X .-�'JC ' b X. - o;, WWF 6" X 6" W1.4 X W1.4 W/2, ;,:.�.. MIN, COVER iii"y!,/��i ��/�v/� /�\/��/��/�� \\i�� '��/�\/t� /��./�\/��/��/�� e/��/� COMPACTED VDOT #21 A STONE j�/��/ BASE '% 95% COMPACTED SUBGRADE SECTION CONCRETE SIDEWALK- ROOM FINISH WITH TO ' LED EDGES P LAN, SECTION �T1� RAILING - °'' SEE GRADING AND •u d U UTILITY PLAN ` f 'ffli =1111= l i t-1111-1111= ' I PROPERTY' LINE - SEE GRADING AND A UTILITY PL 4" REINFORCED CONCRETE SLAB; 3000 MIN. PSI., AT 28 DAYS FINISH TO MATCH TYPICAL SIDEWALK 6" X 6" W 10>o WWF OR #4 REBAR @ 12" O.C. (VERT) AND #3@ 6" O.C• (HORIZ) W/ 2" MIN. COVER COMPACTED VDOT #21A STONE BASE, 4" MIN, - VDOT (UD -4) UNDERDRAINS AS REQUIRED BY VDOT 95% COMPACTED SUBGRADE; REMOVE ALL ORGANIC MATERIAL CONCRETE PAD (TIC -HT DUTY) SECTION 8" REINFORCED CONCRETE SLAB; 4000 MIN. PSI., AT 28 DAYS FINISH TO MATCH TYPICAL SIDEWALK REINFORCED WITH 6" X 6" W 1%a WIWI 6"X61'W10l0WWM COMPACTED VDOT #21A STONE BASE, 4" MIN, - VDOT (UD -4) UNDERDRAINS AS REQUIRED BY VDOT 95% COMPACTED SUBGRADE; REMOVE ALL ORGANIC MATERIAL CONCRETE PAD (HEAVY DUTY) P-004 N.T S. H-019 N.T., ASPHALT PAVING DETAIL SECTION 6' TALL WOO FENCE SECTION 2" VDOT SM 9.5A ASPHALT WEARING COURSE 3" VDOT BM 25 ASPHALT BASE COURSE 6" COMPACTED VDOT 21A TONE BASE COMPACTED SUBGRADE w C P-005 N. .S, FENCE FOOTING' DETAIL 11'-0" (INSIDE ENCLOSURE LENGTH) TALL WOOD O O FENCE SECTION \, f 10 CUBIC YARD 3' WIDE BY TOP AND END T TALL GATE LCOADING_ =9 (OPTIONAL) CONTAINER 6' L X B' VV X 7-8" H 1 6" DIAMETER PIPE BOLLARD 3/4" DIAMETER BY 1 1/2" DEEP RECESSES FOR GATE CANE BOLTS. PROVIDE TWO EACH AT GATE IN CLOSED POSITION, FIELD VERIFY EXACT LOCATIONS 120' 6" DIAMETER PIPE BOLLARD Sv"iNG 1C CONCRETE FII LLED, BFT IN CONCRETE 3' BELOW GRADE EXTEND 4' ABOVE GRADE, PAINT CORE DRILL WALL TO OSHA YELLOW, TYP. SET FOR RAILING AND SECURE WITH GROUT 10 DESIGN CONCRETE PAD (CONCRETE PAD WIDTH} TO WITHSTAND 10,000 #/ S.,,_ � SINGLE WHEEL LOADS DUMPST R E ACL -- DETAIL N.T.Q. TERMINATE PICKETS ON THE END/CORNER SECTIONS SO THAT BOTH POST/PICKET EDGES ARE FLUSH 0.062' SPACING MAY VARY i i�� SLIGHTLY ,--� ----CAP: h REINFORCING 0 "B" 4 X4 POST; #2 GRADE OF BETTER; SET PLUMB " W" 6" CURB 'L" BARS TR�INGER WITH 5d NAIILS. (2) NAIL 40' BARS C 0'-0" - 2'-0' (2) 2 X 4 STRINGER; #2 GRADE OF BETTER. ATTACH (2) O'-10" GALV. NAILS/ POST DIAGONALLY SPACED. 1/2" CLEAR 44 9 18" 0 Z LU ------- a uJ C7 < 00 W Z FOOTER; LU SEE DETAIL: 0 WOOD GATE--,,, #4 9 18' O D U 2" VDOT SM 9.5A ASPHALT WEARING COURSE 3" VDOT BM 25 ASPHALT BASE COURSE 6" COMPACTED VDOT 21A TONE BASE COMPACTED SUBGRADE w C P-005 N. .S, FENCE FOOTING' DETAIL 11'-0" (INSIDE ENCLOSURE LENGTH) TALL WOOD O O FENCE SECTION \, f 10 CUBIC YARD 3' WIDE BY TOP AND END T TALL GATE LCOADING_ =9 (OPTIONAL) CONTAINER 6' L X B' VV X 7-8" H 1 6" DIAMETER PIPE BOLLARD 3/4" DIAMETER BY 1 1/2" DEEP RECESSES FOR GATE CANE BOLTS. PROVIDE TWO EACH AT GATE IN CLOSED POSITION, FIELD VERIFY EXACT LOCATIONS 120' 6" DIAMETER PIPE BOLLARD Sv"iNG 1C CONCRETE FII LLED, BFT IN CONCRETE 3' BELOW GRADE EXTEND 4' ABOVE GRADE, PAINT CORE DRILL WALL TO OSHA YELLOW, TYP. SET FOR RAILING AND SECURE WITH GROUT 10 DESIGN CONCRETE PAD (CONCRETE PAD WIDTH} TO WITHSTAND 10,000 #/ S.,,_ � SINGLE WHEEL LOADS DUMPST R E ACL -- DETAIL N.T.Q. TERMINATE PICKETS ON THE END/CORNER SECTIONS SO THAT BOTH POST/PICKET EDGES ARE FLUSH 0.062' SPACING MAY VARY i i�� SLIGHTLY ,--� ----CAP: MAINE ORNAMENTAL 4X4 BLACK POINT REINFORCING (MO)DEL VT -14, SUPPLIER: LOWES) OR EQUAL "B" 4 X4 POST; #2 GRADE OF BETTER; SET PLUMB " W" F BETTER; ATTACH T GADLV.®WIST S 'L" BARS TR�INGER WITH 5d NAIILS. (2) NAIL 40' BARS /STRINGER, DIAGONALLY SPACED, 112" CLEAR ALL SIDES 0'-0" - 2'-0' (2) 2 X 4 STRINGER; #2 GRADE OF BETTER. ATTACH (2) O'-10" GALV. NAILS/ POST DIAGONALLY SPACED. 1/2" CLEAR 44 9 18" ALL, SIDES ------- 44 9 J~ 0 - I NOTES: 0'-4' FENCE MATERIAL: WHITE CEDAR. PRESSURE TREATED FOOTER; SOUTHERN YELLOW PINE (#2 GRADE OR BETTER) MAY SEE DETAIL: BE (USED AS AN ALTERNATE ONLY IF APPROVED BY #4 9 18' OWINER OR LANDSCAPE ARCHITECT. D FENCE COLOR: PRIMER AND 2 COATS OF BM #HC -121 V-8" (PEIALE GREEN) PAINT. (ALLOW PRESSURE TREATED 44 a Ib" WOOD TO DRY BEFORE PAINTING)- SPACING MAY VARY 4.00' �, SLIGHTLY TO ENSURE BOTH PICKETS/POST ARE FLUSH O.C. SPACING MAY VARY 'r ON !FRONT SIDE. 6g WOODEN DUMPSTER FENCE SECTION � DETAIL N.T.S.N.T.;�. RETAINING WALL SCHEDULE DIMENSIONS REINFORCING Hw "B" "C" " W" 'D' BARS 'L" BARS 'M" BARS 40' BARS 'P' BARS 0'-0" - 2'-0' 0'-4' O'-10" 2'-O" 44 9 18" (6) - #4 ------- 44 9 J~ 0 2'-0' - T-0" 0'-4' 2'-3' Y-5' #4 0 18" (4) - #4 ------- #4 9 18' #4 o 18' 4'-0' - C-0' 0'-4' V-8" 4'-10' 44 a Ib" (1) - 44 #4 Is 1b' 44 0 IC #5 a W C-0" - 8'-0' O'-5' 4'-11" C-2" #4 0 12' (9) - #4 #4 0 12' #5 9 12" #6 0 12' 8'-0" - 10'-0" 01-11" C-011 11-9" #4 0 8' (11) - #4 #4 9 8' #5 s 8' 95 0 $' 10'-0' - 12'-0' 1'-4" T -C T-8' #4 9 b" 1 (9) - #5 1 #5 0 b" #b b" #5 V RETAINING WALL SECTION N,T. s, SALT H 0 y o DENNIS . MCILER No. 15334 NAL G C Checked By: . AN 12/6/06 job Number: 06 10--22 Sheet Number: W � c a... A 2" CLR 3 NOTES: ry YELLOW 0 o ❑ 0 0 0 n ca ❑ o 0 0 0 0 0 •4 I'M" BARS 00 0 0 00 a0 e0n0000 J~ 0 4 O U � V"` m (VERT) - 1. CONC: 3000 PSI a 28 DAYS d) r , 1P 4 00 M J [ABLEVAR C/11 Q� Ux DETAIL U � 2. REINF: GRADE 60 PAY LIMITS CG -12 DETECTABLE 3. MAX SOIL BEARING PRESSURE = 2000 PSF (ASSUMED) (HORIZ) 4. PROVIDE WALL CONTROL JOINTS 01 20'-0" MAX :r..: #51 STONE: .•` 4. BACKFILL` 304' 1'-211 ;. JOINT "O" BARS SEALANT (DOWELS) N 1" BACKER iD' :. "D" BARS r ROD n ET n re "P" BARS ;. "Ll, BARS Ln a SEE DETAIL "A" AC =IIII11! liil=lili :. o• ; CONT A[ 16 GA..GALV. SHEET Z I O STL. COATED TO IN I PREVENT BOND. WIRE CUT ALTERNATE HORIZ. A. TIES EACH BARS AT JOINT cy O HORIZ. BAR. 3" CLR 3" CLR EARTH FACE I 'B' 10" 'G" WALL. CONTROL JOINT I „W" SECTION 1 SECTION r2 :2 RETAINING WALL SECTION N,T. s, SALT H 0 y o DENNIS . MCILER No. 15334 NAL Drawn By: G C Checked By: D tM ) Date: 12/6/06 job Number: 06 10--22 Sheet Number: W � c Q v o 4 U o c� o 0 0 c> G Q c) <� Z O � 3 ;> 0 a n W G 0 () a o 0 0 o e, ry YELLOW 0 o ❑ 0 0 0 n ca ❑ o 0 0 0 0 0 4 5 00 0 0 00 a0 e0n0000 J~ 0 4 O U � V"` m Ems"! - � �a� 7 d) r , 1P 4 00 M J [ABLEVAR C/11 Q� Ux DETAIL U � Drawn By: JH l t ! . Checked By: D tM ) Date: 12/6/06 job Number: 06 10--22 Sheet Number: _j I d • d a CONCRETE WALL A SQA •` DESIGNED BY MOL ER a ASSOCIATES. ' CONCRETE RETAINING WALL TO BE DYED • .a ' 4 . SOLOMON COLORFLO CLASSIC #385 (BARK). CONTRACTOR TO 4' < ' a� . PROVIDE SAMPLE PRIOR TO POUR; SEE DETAIL: /q a a' rK d VA. P • n � p•, POST; SET PLUMB FINISH GRADE; SEE PLANS FOR DETAILS TAMP SOIL AROUND FENCE POST TO ENSURE ADEQUATE COMPACTION, TAMP BOTTOM OF FOOTING PRIOR TO SETTING POST. STEEL OR ALUMINUM RAILING STYLE: 3 -RAIL MODIFIED HA0750 (QR EQUAL); CAP -FLAT COLOR: BLACK MANUFACTURER: VA RAILING AND GATES (804) 798-8777 - ATTN: LARRY WARE OVERHANG AREA TO BE 5"- 8" 0 SMOOTH CHALET AGGREGATE FROM LUCK STONE 2" OVER FILTER FABRIC, OR APPROVED EQUIVALENT 24" � % FILTER FABRICy��, o\ CG -2 S-021 N, i`.S. 20 N.T,5 DETAIL N.T.S. NOTES: 1. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOME DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. 2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED IF CAST -IN-PLACE OR PRECAST IN TOP SURFACE. THE COLOR OF THE DETECTABLE WARNING SECTION SHALL BE A CONTRASTING COLOR WITH THE ADJACENT SURFACES (ADJACENT SURFACES INCLUDES FLARED SIDES). OR FEDERAL SAFETY YELLOW. 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. 5. REQUIRED BARS ARE TO BE NO.5 X 8" PLACED V CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1X". 6. CURBICURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB/CURB AND GUTTER. 7, CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS ORAS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED; ENTERED AND USED BY PEDESTRIANS. 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. 9, TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII! CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED TO 7. PERMISSIBLE CONSTRUCTION JOINT # 5 DOWELS, 8" LONG A-P=RMISSIBLE CO AT 12" C C NSTRUCTIONMIN. JOINT v SECTION B -B r.1 v� 12:1 MAX. MIN 1 B 2' B n;x,,} - a 12.1 T 12:1 M -• `` ;. \-•-TRUNCATED DOMES A 5' 0" MIN. � � � ;;fit r SHAPE TO MATCH FACE ? OF ROADWAY CI,R8 44 :1 MA?;. � �t, BACK 20 CURB 1 5' MIN 20:1 48 :1 b,.A c' ,.. 12'• .�A U � p �D >� N A 4' SQUARE LANDING AREA 1 2 [/jlN, 1 SECT ION A -A OUTSIDE OFTRAVELWAY -_ - _ �I n� ------ --__.___ -_.-__----<_.. _5 _A-OVI ED _ - - - - - - S.- _V D _ H...,.. _ FOR CROSSWALK CROSSWAt ri PERPENDICULAR CROSSWALK TYPICAL PLACEMENT WITHIN THE MARKED AT INTERSECTION CROSSWALKAII WITHIN CROSSWAUK 2* C -C TRUNCATED DOME NOTE' ROADWAY GRADE IN PERCENT a 0 Q ALL 0 c1 0 G c a o 0 0 c o C C 0 J DETECTABLE 1 0 0 o n v o 0 0 0 0 0 0 0 0 WARNING } 2" C C Q v o 4 U o c� o 0 0 c> G Q c) <� AERAS $HALL. BE PAINTED 3 ;> 0 a n W G 0 () a o 0 0 o e, ry YELLOW 4 o ❑ 0 0 0 n ca ❑ o 0 0 0 0 0 UNLESS AN a„ DIA' 5 00 0 0 00 a0 e0n0000 EXISTING 6 0 0 0 0 0 0 0 0 0 0 1> G o o 0 CONDITION IS 'DIA. Q 0 0 0 0 0 <> 0 0 0 t> G o 0 0 ALREADY PRESENT. 0 0 Q 0 0 0 G o 0 0 0 0 0 0 o TIRUNCATED DOME [ABLEVAR DETAIL 4' MINIMUM. PAY LIMITS CG -12 DETECTABLE ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET, 4" CURB HEIGHT MINIMUM RAMP LENGTH IN FEET. 4" CURB HEIGHT 0 4 6 1 5 7 2 5 8 3 6 9 4 812 5 10 15 6 14 15 DETECTABLE WARNINGWARNING SURFACE DETAIL (ACCESS FOR MOBILITY IMPAIRMENTS) VIRGINIA DEPARTMENT OFTRANSPORTATION CG -12 DETECTABLE WARNING SURFAk`__'1A_11 TYPE B (PARALLEL) .APPLICATION "T� 7 DETAIL P-028 N.T.S. jLRRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, ` TIRG NIA 22912 PH434-295-4005 FAX 434-295-2103 Alan G. Franklin Lick�. No. 3�5326 /L t� .� -Zr-041 r.`r �k& j��,rx OF •v��>� Q N�� Steven W. Edwards Uc. No. 0931 ` UDSCt"o SCALE. AS SHOWN ISSUED, 11/06/06 0. 11-6--06, INITIAL SUBMITTAL 1. 12-14-06, .ARB COMMENTS 2, 1.2-21-06➢ .ACSA COMMENTS COUNTY AmasaXs1>�1s��TIn bmm/-r>NTCOMA rff 0 �. All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C, C� TERRA CONCEPTS, P.C. SHEIF,T TERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PK 434-295®4003 FAX 434-295-2103 op Alan ranUn Uc. No. 35326 12-z-7v� OVAL 1,TH 0P Steven W. Edwards Lic, No. 0931 VDSCSV SCALE: V = 30' ISSUED- 11/06/06 D AV�W BY MOS REVISIONS. - 0. 11-6-06, INITIAL SUBMITTAL 1. 12-14-06, ARB COMMS, NTS 1 112®21-06, ACSA COMIME, NTS 3 4 2 27 07 G'�.f� A 'h R'it 09. .U.. ®.L, / ^�8d�, �LOJ ll!'� �. ll Y...�L.J'A All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. ©'T'ERRA CONCEPTS, P.C. SHEET 6W Z-13'0? F 27 VD Al ----------- j __.. _ ... __.. _._ ..._ .___----- Curb and S', i-A2� n = 0.025 for CMP n = 0.013 for RCP 1/I (8DOTR Pipe RIM 69�i.87 Hydrology -grate inlets (DI -7) in open pavement areas w III not have a curb spread, but will have inlet spread and depth INV, IN 691.27 (A') Pipe I I for inlets drainin. to storrrt/v ater rrwna ement facilities the 6.5in/hr check storm will - - - -- - ci - , - � � -- - - - i - TMIN. ------- I , � OVER (D INLE°�IS' ON I AND INLET APTURE 87.80 L OF 18" HDPE 0.83% E Intensity q �'�Vy (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) L6 �7�y Z a / < Via!,>�`;, Mannings Coefficient, xx r ._i z F ILL O . r CU Inlet 12" MIN. M Curb and Gutter 5EIIARATION i _ o - (1) U I N I i w B o v 0) Lu . +- h Q > WI -1 U_ o � � �O � _--_ --------- - w ca --- ------ _ 10+00 TS 1" RM �g'.�,.9 PROFIL SCALE; ?=20'14; 1"=103' V�y goo goo --- [0*1 991'. 12+00 13+00 14+00 NOTE: VDOT STD 1S-1 (INLET SHAPING) REQUIRED ON ALL STORM STRUCTURE 10+00 STORM 9C' PROFILE SCALA;. 1'=20'H; 1"=IO'V PIPE DESIGN TABLE fSiJ WK ►�3► 7 I sH SD B1 VDOT DI -2C -- (6' THRC 'T) RIM 696.44 INV. OUT 692.52 $D A2 VDOT DI (2' THROr T) RIM 698. 3 INV. IN 62.10 ('A) INV. IN 6 2.10 ('B') 38.89 LF Or 1511 HDPE @ 1,08% EXISTING GRADE FILL REQ: IRED AT 720 710 MIN. 3' 1 COVER 700 - 000 V ✓ k / � \vF�! -GMSC i ��\r`_I 95% COMIPAGTION � � I © I I _--- _ - ._--.-------------- . 10+00 10+40 STORMW PROFILE SCALE, 1"=20'H; 1"=10' V NM 11+00 12+00 10+00 10+20 10+00 10+20 `CORM 9D9 PROFILE STORM U PROFILE SCALE: 1"=20'H; 1"=1Q' V SCALE: 1"=20911,° 1"=10'V INLET'S IN SUMP, DESIGN(CURB SPREAD AND INLET SPREAD EAD AND DEPTH) Intensity6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet n = 0.025 for CMP n = 0.013 for RCP n = 0.01 for HDPE Pipe Hydrology -grate inlets (DI -7) in open pavement areas w III not have a curb spread, but will have inlet spread and depth Pipe for inlets drainin. to storrrt/v ater rrwna ement facilities the 6.5in/hr check storm will - - - -- - ci - , - suffice for the 10yr conve, Once te- khe facilities 2 E (D INLE°�IS' ON GRADE, DESIGN (CURB PREAD AND INLET APTURE N E Intensity q �'�Vy (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) L6 Mannings Coefficient, Q O O . r CU Inlet M Curb and Gutter cu o - (1) U a8 N {% w B o v 0) o . +- CL o H cL w ca a ae c cu X e q zs : w c m ac M n _ E cL �t U U p d Pipe run: A (6 i A5 A4 0.14 1 0.90 0.126 0.126 5.00 6.67 0.84 6;80 703.72 702.37 53.95 0.013 2.50 15 8 0 22 = 5.14 0.17 A4 A3 0.14 0.85 0.119 0.245 5.17 6.61 0 79 6 ... 702.27 697.70 107.87 0.013 4,24 15 1 � ��.: 7.57 0.24 1.0 A3 A2 0.24 0.85 0.204 0.619 5.41 6.53 j 33 04 696.20 692.10 123.93 0.013 3.31 15 s t 8.91 0.23 includes inflow from C2 A2 Al 0.13 0.90 0.117 0.983 5.64 6.46 0,76 6. 4'' 692,00 691.27 87.80 0.013 0.33 18 ) :: 5.87 0.25 includes inflow from B1 Al AO 0.53 0.90 0.477 1,460 5.64 0.46 .08 9e �2 ` 691:17 691.00 20.89 0.013 0. 'I 24 20:4;8: 6.39 0.05 includes roof 2 of office Pipe run: B 0.3. 0.005 8:93 A O C!i W t7 tll N U Does not include roof ALL 0:13 10.90 1 CLI 17 6.76 0.26-=F-070010 B1 A2 0.29 0,85 0.2;7 0.2�i7 5.00 6.t 7 1.6<,< 1.61: ', 592:52 692.10 1 38.89 0.013 1.03 15 .r'i 4.58 0.14 includes roof 1 of office Pipe run: C 0 C2 C1 0.20 0.85 0.170 0,17 0 5.00 6.67 1.1 ? ? .1: 701,4'1 700.26 106227 0.013 1.06 15 7? 4.22 0.42 C1 A3 0.07 0.90 0.063 0.23 5.42 6.53 0.4'1 1 2: ` 700.116 697.70 111.20 0.013 2.21 15 6? 5.92 0.31 Pipe run: D U �� -� ca a a Ex. 1 D1 0.40 0.90 0.360 0.360 5.00 6.67 2.40 2.40 ` 693.010 691.00 24.53 0.013 8.1 15 jt 5 10.69 0.04 6.0 Pipe run: E 0:85 0.110 0.43 0.000.48 0.0200 0.0200 1.0 0.0200 1.0004 48 0.46 1.0000 0.0333 0.031 9.14 0.00 0 Ex. 2 E1 1.12 0.90 1.008 1.006 5A0 0.67 6.72 6 (2-, 693.10 691.70 15.56 0.013 9.00 15 1.9.3 14.43 10.02 1.0000 Intensity6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet -grate inlets (DI -7) in open pavement areas w III not have a curb spread, but will have inlet spread and depth for inlets drainin. to storrrt/v ater rrwna ement facilities the 6.5in/hr check storm will - - - -- - ci - , - suffice for the 10yr conve, Once te- khe facilities INLE°�IS' ON GRADE, DESIGN (CURB PREAD AND INLET APTURE N Intensity q �'�Vy (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) L6 Mannings Coefficient, Q O O . r CU Inlet Hydrology Curb and Gutter cu Inlet - (1) U a8 w B o v o . +- ` U Ca ca c o ae c cu X e q zs : w c m ac M n _ E cL �t U U p d a (6 i Inlet in corner ALL 0.14 0.90 10.126 1).82 0.00 0.82 0.0010 0.0150 1.0 0.0150 1.61000 8.51 A5 2B 6.0 0 0:21 i}.G03 0.51 LEFT 0.15 0.85 0.128 0.83 0.00 0.83 0.0200 1 0.02001 1.0 0.0140 I 10.7000 6.03 0.38 Does not include roof BIGHT 0.08 0.85 O.t06b 0.44 0.00 4.44 0.0450 0.0200 1.0 0.0140° 0.7000 5,1$ 0,44 t6 drainage; roof piped to B1 2C 6.0 CQMBiNED FLOW 1.3 i 0:26 0.001 8 Gi3::. inlet LEFT 0.06 0.85 0.05'8 0.33 0.00 0.33 0.0430 0.0200 1.0 0.0200 1,0000 3<70 0.57 RIGHT OA4 0.85 0.1 i 91 0,77 1 0.00 0.77 0.0200 0.0200 1.0 0.0200 1.0000 5.88 0.39 C2 F 2C 6.0 COMBINED FLOW 1.1 I Inlet in corner ALL 0.47 1 0.90 1 0.4231-2775-F 0.07 2.82 0.0010 1 0.0280 1.0 0.02803 i.4o00 8.93 0 Al 2B 8.0 s.- > 0.3. 0.005 8:93 A O C!i W t7 tll N U Does not include roof ALL 0:13 10.90 1 CLI 17 6.76 0.26-=F-070010 10.043d 1.0 0 0430 :.0000 5.39 drainage; roof piped to A2 2A 2.0 1 1 1 6.0055; inlet owt um • CI r • -for inlets draining to storri�vater n7anagement facilities, where caverland flow to facilities is not available, 100% capture is required at 6.5in/hr * 1" used for curbs without gutter i TERRA CONCEPTS Poria CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, O'i TESVILLE, VtRGINfA 22902 PH. 434-295-4005 FAX 434-295-2103 �N,Tx op't7, Al rlklin l ic. No. 35326 '1rs�4NAL ��i�� 7* N14 - Steven W. Edwards Uc. No. 0931 Yl*, SCN 'ALE-. H 1"=20'V F)=10' ISSUED: 11/06/06 DRANNN BY- MOS 0, 11-6-06, INITIAL SUBMITTAL 1. 12-14-0£, .� B 0i1✓t1 2. 12®21-06, ACSA C0M_ 11F,N'T'S 11'7, P2- % ^rGl`L, TJ1 .1 ill' '4 �fNi"SbY19'SA All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these pians may not be assigned to a third party without first written authorization of Terra concepts, P.C. 4 TERRA CONCEPTS, P.C. x gutter longitudinals slope of 0.001 should be used in a sump condition -grate inlets (DI -7) in open pavement areas w III not have a curb spread, but will have inlet spread and depth for inlets drainin. to storrrt/v ater rrwna ement facilities the 6.5in/hr check storm will - - - -- - ci - , - suffice for the 10yr conve, Once te- khe facilities INLE°�IS' ON GRADE, DESIGN (CURB PREAD AND INLET APTURE Intensity 14.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet i 0 t6 � U c6 t+? t6 CLO 0 i = O O w 0 s.- > A O C!i W t7 tll N U s {? CU 0 Cr 0 01 O�= cA " Iyr ii U �� -� ca a a ,n _l �, c a A4 26 6.0 0.14 0:85 0.110 0.43 0.000.48 0.0200 0.0200 1.0 0.0200 1.0004 48 0.46 1.0000 0.0333 0.031 9.14 0.00 0 0.43 0.07 A3 A3 26 8.0 0.24 0.85 0.204 0,32 0.07 10.89 0.0460 0.0200 1.0 0.0200 1.0000 6 0.43 1.0000 0.0833 0.055; 15.70 0.51 76.72 0.68 0.26 A2 C1 28 4.0 0.07 0.90 0.063 4.25 0.00 0.25 0.0460 0.0200 1.0 0,0200 1.00.0'803 ; 3 22 <` 0.63 1.0000 10.0833 1 0.0724 7.69 +0.52 , 0.18 0.07 Al -for inlets draining to storri�vater n7anagement facilities, where caverland flow to facilities is not available, 100% capture is required at 6.5in/hr * 1" used for curbs without gutter i TERRA CONCEPTS Poria CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, O'i TESVILLE, VtRGINfA 22902 PH. 434-295-4005 FAX 434-295-2103 �N,Tx op't7, Al rlklin l ic. No. 35326 '1rs�4NAL ��i�� 7* N14 - Steven W. Edwards Uc. No. 0931 Yl*, SCN 'ALE-. H 1"=20'V F)=10' ISSUED: 11/06/06 DRANNN BY- MOS 0, 11-6-06, INITIAL SUBMITTAL 1. 12-14-0£, .� B 0i1✓t1 2. 12®21-06, ACSA C0M_ 11F,N'T'S 11'7, P2- % ^rGl`L, TJ1 .1 ill' '4 �fNi"SbY19'SA All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these pians may not be assigned to a third party without first written authorization of Terra concepts, P.C. 4 TERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PILI. 434-295-4.005 FAX 434-295-2103 SCALE-, 199 = 309 ISSUED: 11/06/06 DRAWN BY: AGF ]�11..A V ISIONS- 0. 11-6-06, INITIAL SUBMITTAL1. 12-14-06, AIB COMMENTS 2. 12-21-06, ACSA COMMENTS 3: 12-27-06, COUNTY Y COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these pians may not be assigned to a third party without first written authorization of Terra Concepts, P.C. © TERRA CONCEPTS, P.C. �� . _ , _ _ _ - ___ - �;' W __.'.-._...-.-.-- - RATIONAL METHOD WORKSHEET Project. Birch oodPlace I3�te: W -- 11/2/20136 - \ _ / / Designen AGS' / 2 W ` ' X 91-. - / ` ` Watershed ID: Pre -Development (A) (Birchwood + US Joiner prior to Dev.) W Drainage Area: 2.37 Acres c-fact � mit�s�h � o / / tc: .43 (see worksheet) X 08700 �, -' Q��; ef� _ �� Time of Concentration Worksheet Weighted c -factor Worksheet 00Overland Flow Time Cover Type Area c Source: Seelye Chart as modified in VDOT Drainage Manual (Fig. Undeveloped 2.23 0.30 TMP 56A2-3- / 1.5.1.1 on Page 1-13E) Existing Structure 0.05 0.90 _ Now Or Or rly _ _ �' / ( Notes: Asphalt parking 0.09 0.80 f 1 No or Formerly FLOR L� 'y�MSIE - - __ �- - _ - ' -- / ( 1) Length of overland flow always <= 200 ft 2) Calculate a separate Tc for each ground cover condition along the flow path TMP 56A2 -3-B-6 Now or Formerly � P 56A2 -3-B-7 JONA HAN OR CAROL Q ESENBERRY _ �I -43. .335 PG. 214 � Zoned: R-2 '' � c -factor 0.33 105.00 Enter Length of Strip (ft) Sample "C" values: MARK S. MADISON & Now or of - ___--- - -- ----` WAV�E•RC� H. DAVIS _ D. 1736 PG. 734 R-2 �„ TMP 56A2 -3 -B -g Now or Formerly i / omp. Plan: CT 1 & 2 i Urban Edge TMP 56A2 -.J -48A Now orFormerly 2.86 Enter Sloe /o or ft/100ft) 0.22 Dense grass 0.28 Enter Rational Method "C" value 0.28 Average grass SANDRA MADISON COOPS --' •B. 116 PG. 1.78 ned---_.." Comp. Plan: CT 1 BETSY CLAYTON � ` i Use: Urban FLOfI'�CE D. MASSIF J 0.36 Poor grass 1 . 5 Result Tc (minutes) 0.48 Bare soil �. � 06 - _--- Zoned: R-2 Urban Edge g ENOME � /D B 420 PG 077 / Zoned: R-2 0.90 Pavement Zoned• R-2 Comp. Plan: CT 1 & 2 Urban Edge �: Urban D.B. 2842 P Zoned: R-2 ,- - -�' � Comp. Plan: CT 1 & 2X / / p Channel Flow Time Comp. 2 Use: Urban t( i , Comp. Plan: CT 1 &i_ - % Urban Edge Source: Kirpich Chart as modified in VDOT Drainage Manual (Fig. 1.5.1.2 on Page 1-14) rPl n Edge1` r Use. Urban 681.6 J` D e- 1 f Use:: Urban i 6711 / 1) For small drainage basins. Use: Urban -- 2) For concrete channels, use 0,2*Tc 235. 001 Enter Length of Flow (ft) - _ - 26.001 Enter Height of most remote point along flow path abme outlet i Result Tc (minutes) - Rainfall Intensity (Albemarle County, Virginia) EEK Return Duration Intensity Period (mins.) 2 12.5 3,8 0 12.5 4.9 J� 25 12.5 5.5 100 12.5 6.4 ~ X 6 7 % 7 ` Intensities derived from NOAH Atlas -14 Rainfall Precipitation Frequency Data \ o �' - -- P INT OF ANALYSIS = 100 -= � y 67 _ RATIONAL I�1IE° HOD WORKS EET P,aj,,r; Ei�chtiyood Place Date: 11/2/2006 TR .AI\ E �� ~ ��\ ~"" "..- Designer: AGE PROPOSED BA IN Watershed ID: Pre -Development (B) (Birchwood + US Joiner prior to Dev,) \ DISCHARGE _ �---� / Drainage Area: 1,49 Acres s c -factor: 0.40 (see worksheet) \/ /\ 6 - TMP 56A2-1-35 ' �--� Now For tc:16.69 mins. (see worksheet) or fly Q(2): 1.96 cfs - _' 7 ®� - �,�..� ® �. 1� 'STREAM BUFFER T-V06NTEER FIRE DEPARTMENT Q(10): 2.60 cfs - -- - - -�- __-- - " `®® � D.B. 1015 PG. 467 / � Time of Concentration Worksheet Weighted c -factor Worksheet \ ~� ` , Zoned: C-1 j Comp. Plan: CT 5 Urban- Overland Flow Time Cover Type Area c Source: Seelye Chart as modified in VDOT Drainage Manual (Fig. Undeveloped 1.19 0.30 \ \ -Center Use: Charitable ` 1.5.1.1 on Page 1-13E) Existing Structure 0.03 0.90 Notes: Asphalt roadway 0.27 0.80 1) Length of overland flow always <= 200 ft \ VOLUNTEER - _ - -- HARDWOODS/ - 2) Calculate a separate Tc for each ground cover condition along the flow path c -factor = 0.40 ASPHALT X I \ \ / 200.00 Enter Length of Strip (ft) Sample "C" values`: ` o PARKING 69308 I `�, _ , -- 2.00 Enter Slope (% or ft/100ft) 0.22 Dense grass 0.28 Enter Rational Method "C" value 0.28 Average grass 0.36 Poorgrass g X 68107 (minutes) 15.64 Result Tc minutes 0.48 Bare soil ,- 0.90 Pavement --� \ } PRE -DEV. 1 iC I �---- --� `` f - Shallow Concentrated Flow Time Source: SCS Velocity Graph as in Virginia Erosion _ PATH � - � PATH (l ._-- _ . published and y p p 9� Sediment Control Handbook, Third Edition (Plate 5-2 on Page V-12) \ _ - - - - Notes: 1) Not intended for mll-defined channels - see channel flow calculation _ ^ - � � 2 Calculate Tc for _---- TMP 56A2-1-33 .�-- -' a separate each round cover condition aloe the flow path ) p g � Ilkn '---_ 7 0 1 \ \ ` - _` - Nlow or Formerly ' r �' GEORGE LEISURE &�- 205.00 Enter Length of Flow (ft) 2.50 Enter Slope (% or ft/100ft) X" 0 - `�` , T_1 -A PRE -D \j 4 ' MA.113 -9 A L �iR� D. B PCi. 399 34 Result Tc (minutes) iF UNPAVED 1;05 Result Te (minutes) IF PAVED (PRIOR -TO -JOINER & BIRCHWOOD)1 --'' Zoned: G-1 �- / - `" - Comp. Plan: CT 5 Urban Channel Flow Time - ` 1 f Source: Kirpich Chart as modified in VDOT Drainage Manual (Fig. 1.5.1.2 on Page 1-14) -- D.A. = 2.37 ACRES -- `' Center Notes: _ se: U r an 1) For small drainage basins. _ - - _ c = 0.33 2) For concrete channels, use 0.2*Tc _ l S / / 0.00 Enter Length of Flow (ft) 26.00 Enter Height of most remote point along flow path above outlet Q2 = 2.95 cfs-BOTH DRAI NAG E AREAS -- - -�� 0.00 Result Tc (minutes) GREAT VALUE � _ ` `` Q10 = 3.87 cfs _ -- � � � ARE IN THE PARROT - � � '� Rainfall Intensity (Albemarle County, Virginia) GROCERY _ _ 2(��(� - BRANCH/ BEAMER Return Duration )ntensity Period (mins.) (in/hr) BIRCHW®OD PLACE- -- _ ^ _ _ _ _ CREEK RE ERVOIR ASPHALT S E RSHED T 5 16.7 3.9 10 16.7 4.3 PARKING - - 25 16.7 4.9 50 16.7 5.2 _ - _ _ 100 16.7 5.7 X U.S. JO INER SITE _ intensities derived from NOAA Atlas -14 Rainfall Precipitation Frequency Data -� 706.2 , 70704 708.3 DRAINAGE AREA ' X TOTAL PRE -DEVELOPMENT RUN-OFF (A) X DIVIDE, T'YP, 709.4 Q2 =2.9 5 cfs Q10=3.87cfs 1 02 - TOTAL PRE -DEVELOPMENT RUN-OFF (E Q2 - 1.96 cfs �\ X 709 .9Q10 PRE -DE EL MEI (B) = 2.+60 cfs �i W � j \ PRE -DEV. 2 t� PATH 7 ! (PRIOR TO JOIi��R & BIRCHI�"��OOD) D.A 1.49 ACRES '/=" / c = 0.40-- � � � tc = 16.69 Mans. X X 71 8W6'' w -_ �-_ \ / Q2 = 1.96 ds 702.5 IN `� Q10-2.60 cfs X 69 01 EXISTING 0090-p- '-- -- _ ENTRANCE H 1X_T_"r'N0T OA (S.R240)X VARIABLE WIDTH / V X 72 X 719 X71609 ,- ___------___-------------------_-_ --- � ______ 700 W 0 15' 30' 60` 120' 150` CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PILI. 434-295-4.005 FAX 434-295-2103 SCALE-, 199 = 309 ISSUED: 11/06/06 DRAWN BY: AGF ]�11..A V ISIONS- 0. 11-6-06, INITIAL SUBMITTAL1. 12-14-06, AIB COMMENTS 2. 12-21-06, ACSA COMMENTS 3: 12-27-06, COUNTY Y COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these pians may not be assigned to a third party without first written authorization of Terra Concepts, P.C. © TERRA CONCEPTS, P.C. 0) TMP 56A2 -3-B-'10 TMP 56A2-3-6-8 Now or Formerly Now or Formerly FLORENCE D. MASSIE TMP 56A2 -3-B-7 j JONATHAN OR D.B. 335 PG. 214 TMP 56A2 -1-38A Now or Formerly CAROTIVIP 56A2 -3-B-9 L Zoned: R-2 Now or Formerly WAVERLY H. DAVIS QUESENBERRY Now or Formerly Comp. Plan: CT 1 & 2 FLORENCE D. MASSIF )N W.B. 116 PG, 178 D.B. 1736 PG. 734 BETSY CLAYTON Urban Edge D.B. 420 PG. 077 Zoned: R-2 Zoned: R-2 DENOME Use: Urban Zoned: R-2 Comp. Plan: CT 1 & 2 Comp. Plan: CT 1 & 2 D.B. 2842 PG. 147 Urban Edge Urban Edge Zoned: R-2 ,0 Comp. Plan: CT 1 & 2 2 Use: Urban Use: Urban Comp. Plan: CT 1 & 2 Urban Edge Urban Edge Use: Urban Use: Urban 1175 PARROT CREEK )C-2 _4 S fell Cf) /Z POST -DEV. tc PATFf-- q, 679 -7 A-681 6830&0 ---POST-7 E V E L V P M E T 685 V _FE -_R- 87 -RETENTION) - -----\ C _P' 13 10 89 ASSES - -------------- 691 -4-, D.A. = 0.30 Acres 692.5 C = 0.50 \ ' -'. \ --- - ` \ \ i 69j \ \ \ - - - 691 \ \ I -- - - tc = 1 3.6 2 Min. 0.54 cfs (routed) "19 V -Qio-=- 0.71 cfs (routed) co 6114-- 698 TMP 56A2-1-35 Now or Formerly 4-J CROZET VOLUNTEER FIRE BC OQD_DEPARTMENT D.R. 1015 PG. 457 rS Zoned: C GREAT VALUE -- -T- F- i �7QQ- ---- Comp. Plan: CT 5 T GROCERY DIVIDE, TYP. fl -- d 0 15, 30, 60, 120' 150, __T /0,9 04 EVELOPMEN I - E ENTIO krisqT �1=\/ F - � 0791 1 1 14 0 Iic PA'TH I t. 1= 5.9Q Min. I 41 Q2 = 2.,41 cfs (routed) 730 If Qio 3.15 cfs (routed) oj �' ��\�\_ �� : % Ak /�/PIJ�ATI 1,9 1 1 �A I� P�RqDYC®PEA OW N1 F SHO\i ICA 81 U.S. JOINER SITE Jill 7 N 0 70-4 _'N G 6ST--DEV) Ac PATH I T14 REE N�OTCHD ROAD (SvR�.�� TMIP 56A2-1-33 Now or Formerly GEORGE LEISURE & MARKETTA LEISURE D.B. 2959 PG. 399 Zoned: C-1 Comp. Plan: CT 5 Urban Center Use: Urban Urban Center Use: Charitable TIVIP 56A2 -1-39C Now or Formerly THOMAS A. LANE OR SCARLET G. LANE D.B. 978 PG. 381 Zoned: R-2 Comp, Plan: CT 1 & 2 Urban Edge Use: Urban TIVIP 56A2-1-37 Now or Formerly ii D. WASHINGTON, D.B. 604 PG. 094 Zoned: C-1 Comp. Plan: CT 4 Urban Center Use: Urban RATIONAL METHOD WORKSHEET Proiect> Binh -wood Place Date; 11/2/2006 Designer.- AGF Watershed ID: Post -Development to Bio -Retention Drainage Area: 3.64 Acres c -factor: 0.79 (see worksheet) tc: 5.95 mins. (see worksheet) 0(2): 14.19 cfs (prior to detention) 0(10): 18.30 cfs (prior to detention) Time of Concentration Worksheet Weighted c -factor Worksheet Overland Flow Time 5.9 Source: Seelye Chart as modified in VDOT Drainage Manual (Fig. 1.5.1.1 on Page 1-13E) 5.9 Notes: 25 1) Length of overland flow always <= 200 ft 7.1 2) Calculate a separate Tc for each ground cover condition along the flow path 3,00 Enter Length of Strip (ft) Sample "C" values: 3.83 Enter Slope (% or ft/1 00ft) 0,22 Dense grass 0.J go Enter Rational Method "C" value 0.28 Average grass 0.36 Poor grass 4.14 Result Tc (minutes) 0.48 Bare soil 0,90 Pavement Shallow Concentrated Flow Time Source: SCS Velocity Graph as published in Virginia Erosion and Sediment Control Handbook, Third Edition (Plate 5-2 on Page V-12) Notes: 1) Not intended for mil -defined channels - see channel flow calculation 2) Calculate a separate Tc for each ground cover condition along the flow path 265.00 Enter Length of Flow (ft) 3.00 Enter Slope (% or ft/100ft) 1.59 Result T (minutes) IF UNPAVED 1.24 Result Tc (minutes) IF PAVED Pipe Flow Time Assumes 10ft/s velocity in pipe 340.00 Enter Length of Flow in Pipe (ft) Result Te (minutes) Rainfall Intensity (Albemarle County, Virginia) 5 5.9 5.7 10 5.9 6.4 25 5.9 7.1 50 5.9 7.7 100 5.9 8.3 Intensities derived from NOAA Atlas -14 Rainfall Precipitation Frequency Data RATIONAL METHOD WORKSHEET Project, BirchwoodPhice Date: 11/2/2006 Designer. AGF Watershed ID: Post -Development bypassing Bio -Retention Drainage Area: 0.30 Acres c -factor: 0.50 (see worksheet) tc: '13.62 mins. (see worksheet) 0(2): 0.54 cfs Q(10): 0,711 cfs Time of Concentration Worksheet Overland Flo,.4i Time 13.6 Source: Seelye Chart as modified in VDOT Drainage Manual (Fig. 1.5.1.1 on Page 1-13E) 13.6 Notes: 25 1) Length of overland flow always <= 200 ft 5.3 2) Calculate a separate Tc for each ground cover condition along the flowpath 50.00 Enter Length of Strip (ft) Sample "C" values: 0.33 Enter Slope (% or ft/1 00ft) 0.22 Dense grass 0.28 Enter Rational Method "C" value 0.28 Average grass 0.36 Poor grass 12.30 Result Tc (minutes) 0,48 Bare soil 0.90 Pavement Rainfall Intensity (Albemarle County, Virginia) 5 13.6 4.2 10 13.6 4.7 25 13.6 5.3 50 13.6 5.7 100 13.6 6.2 Intensities derived from NOAA Atlas -14 Rainfall Precipitation Frequency Data Weighted c -factor Worksheet Q2_ 2.41 + 0.54 2.95 cfs Q10 = 3.15 + 0.71 3.86 cfs iLRRA CONCEPTS, P.C. CIVIL ENGINEERS LAN, DSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 1 PH. 434-295-4005 FAX 434-295-2103 SCALE: 1)) = 30' ISSUED: 11/06/06 DRAWN BY: AtGF REVISIONS: 0. 11-6-06, INITIAL SUBMITTAL 1. 12-14-06, ARB COMMENTS 2. 1J. 2-21-06, ACSA COMMENTS 7 'kT .1 �_OMMI' -06,COUNT " - " I 11-1k.Y _J 1-:1i I & ly All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. @TERRA CONCEPTS, P.C. 1310 -FILTER PLANT LIST Label ScientificName CommonNam_toffe Quantity Caliper .'Spread',Root C Comments n=[E] 'Arrelanchier arborea'Autumn Brilliance' :Autumn Briliance Serviceberry 7-8' B&B Multi -trunk (3-5 trunks);- dense, uniform branching tE Acer rubrum'Red Sunset' Red Sunset Maple :3 ------ 2.5-3" B&B Straight trunk; brantoff.ching begins at 4'; balanced head G ... . ..... . Ratanus acerif olia'Bloodgood' 'London Plane Tree 5 1,54' B&B Straight trunk; branching begins at 4'; balanced head H toff.x Itea virginica'Fienry's Garnet' I Henry's Garent Virginia Sw eetspire 15 18-24" 3 G All plants from one source; healthy color; balanced form; 3' 0,C. ii . .. .... 'Aronla arbutif olia'Brilliantiss ima' Brilliant Red Chokeberfootry 12 18-24" 3G All plants f rom one source; healthy color; balanced f orm; 3' O.C. K Ilex glabra'Densa Densa Inkberry 9 24-30" 3 G 'All plants from one source; healthy color; balanced form 3'0.C. t',Seed Seed 6200 - seed (sf) Seed Mix #2: Ernmx 128 (Supplier: 1.800.873,3321) Bio -filter Mitigation: (VSMH Table 3.11.4 & 5) Impervious Area: 56,906. 00 sf + 38,574 sf (TMP 56A2-1-31) = 95,480 sf (2.19 Ac.) Required (5%) Bio -filter Surface Area: 4,774 sf (.11 Ac) Proposed Bio -filter Surface Area @ elevation 689: 5,846 sf 13 Ac) Total Density (Stems/Acre): 400 Bio -filter Plants Required: 4,774 / 43560 *400 = 44 Bio -filter Plants Provided: 47 Equation: Divide the minimum Bio -filter Surface Area Required by 43,560. Multiply result by Total Density. This number gives you the number of plants required in the Bio -Filter. CURTAIN WALL TO BE LOCATED AT THE BEGINING AND END OF ALL CHANNELS AND ON THE LOWER END OF EACH EXPANSION JOINT. SECTION A -A CONCRETE TO BE CLASS A3 EXPANSION JOINT DOWELS SPACING 90' MAXIMUM A DIRECTION OF FLOW 00 A "k- - 6" CURTAIN WALL TO BE LOCATED # 4 X 18" DOWELS AT THE BEGINING AND END OF ALL SMOOTH BARS @ CHANNELS AND ON THE LOWER 12" C -C LOCATED END OF EACH EXPANSION JOINT, AT ALL JOINTS ELEVATION A CONCRETEHNN CHANNEL 12) DETAIL PLASTIC SOLUTIONS (540) 7224694 OR EQUIVALENT 48" TRASH RACK WITH HINGED, LOCKABLE ACCESS HATCH 48" 0 PRECAST MANHOLE RISEIRF RIM ELEV. 690.00 61, TYP 15" RCP OUTLET D-014 N.T.S. T 10 -YR STORM ELEV. 689.91 T 2 -YR STORM ELEV. 689.19 POWIM121191M UNIX411911 12)SECTION A SECTION A -A SWM A CONTROL STRUCTURE 12)DETAIL 15 UNDERDRAIN GRAVEL (AASHTO M43, Y2" - 1") WRAPPED IN FILTER FABRIC 6" DIA NON -PERFORATED SCHEDULE 40 PVC PIPE @ I% SLOPE (MIN) 9"w x 4"h ORIFICE W/ TRASH RACK O PLAN VIEW 48" 0 PRECAST MANHOLE RISER 1w x 4"h ORIFICE //TRASH RACK PERFORATED PVC N PIPE @ 1% SLOPE (MIN) E-068 N.T.S. ID -000 N.T,S. OFFI(T FFE I ST 698 50 SEE POND CROSS SECTION EX EDGE OF CHANNEL JE jxx%, 'ARDOT CREEK HANUEL_ CLASS I RIP RAP LEVEL SPREADER SPILLWAY 2'W X 4- L X VH C_,LASS I RIP RAP FILLED GABION BASKET ROW TO SERVE AS LEVEL SPREADER TOP OF BASKET ELEV, = 67\3.0 CLASS I RIP RAP CHANNEL 679 1 681 683 — — — — — — — — — — — — — — 687 3:1 89 691 --------692.510' TOP OF EMBANKMENT = 692.50 -- ---------- 69/ TRANSITION TO RIP RAP CHANNEL AT TOE OF EMBANKMENT MITER CUT 15" RCP OUTLET AND DISCHARGE TO CONCRETE CHANNEL INV. 681,00 ALL POND SLO —-*'SHALL BE PLANTED WITH SEED MIX #3 11(90, CONCRETEEMERGENCY _- CH (SEE DETAIL 6. 3:1f < 6661 ---680 _8' CONCRETE EMERGENCY SPILLWAY W/ 4:1 SIDE SLOPES SPILLWAY ELEV. 691.00 3:1 A /-POND RISER 2:1 0,0 FFE BSMT 687.25 0 967 1-E C — — — — — — — 6 �-H „NON -PERFORATED FORATED PVC SLOPE MLN,, -TY -P. BASW BOTTOM I -E SHALL BEPLANT - II 698 9 SY CLASE (2- DEPTH) Z� I-2 N I. Ir r' —WITH SEED MIX I_G ccrQ — Z 66' 2:1 1-G I RIP RAP r --- 6W1 P CO TED PV 1. 0 LO Z \� -- — — — — — — — — LO co I CO 1P7 -J RS 1-C X4 1 11 'LX VH C SS1 L_ PIP RAP FELED-GABION VDOT STb. E�_i FASKETI-RO-W71 0 SERVE INV. OUT 691.1 /-A$SEDIMENT FOREBAY- 0 -7 'IX 680,- SSTRIP-RAP - 2 S`t'CLASS I RIP RAP I (Z. DEPTH) ti) Z 9 — — ____ ALL POND SLOPES HALL BE PLANTED WITH SEEDIVW #3---- 699- 'V =__4 VD9T STD. ESVDOT STP. ES -1 INV.1 OUT 691,�O' INV. OUT 692.00 REMOYE 15" PIPEROM NVERT T SEE �OND CRO SECTION STRUCTURE AN �ESETIAT= RSTFZLICTURE �OIOSLOPE AND INVERT OUT TO BA AND RESET AT NEW SLOPEI AND INVERTIOUT TO BASIN I I US JOINED SITE ' CONCEPTS P.C. CIVIL ENGINEERS DSCAPE ARCHITECTS LAN 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-4005 FFAX 434-295-2103 ATH O -P an Uc. No. 35326 �L-CONAL �G� v,,VH OF Steven W. Edwards Lic. No. 0931 SC SCALE. 20' ISSUED: 11/06/06 DRAWN BY: AGF REVISIONS: 0. 11-6-06, INITIAL SUBMITTAL 1. 12-14-06, ARB COMMENTS 2. 12-21-06, ACSA COMMENTS 3. 12-27-06, COUNTY COMM IAll rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. @TERRA CONCEPTS, P.C. DFF� fp==R UEOFTO n=[E] 10==13 U111rail A (2) 9"w x 4"h ORIFICES TRASH RACKS INV. ELEV. 688.00 INV. 682.00 VDOT IS -1 REQ'D - i (INLET SHAPING)► A . ". " . 81, T'YP. D-014 N.T.S. T 10 -YR STORM ELEV. 689.91 T 2 -YR STORM ELEV. 689.19 POWIM121191M UNIX411911 12)SECTION A SECTION A -A SWM A CONTROL STRUCTURE 12)DETAIL 15 UNDERDRAIN GRAVEL (AASHTO M43, Y2" - 1") WRAPPED IN FILTER FABRIC 6" DIA NON -PERFORATED SCHEDULE 40 PVC PIPE @ I% SLOPE (MIN) 9"w x 4"h ORIFICE W/ TRASH RACK O PLAN VIEW 48" 0 PRECAST MANHOLE RISER 1w x 4"h ORIFICE //TRASH RACK PERFORATED PVC N PIPE @ 1% SLOPE (MIN) E-068 N.T.S. ID -000 N.T,S. OFFI(T FFE I ST 698 50 SEE POND CROSS SECTION EX EDGE OF CHANNEL JE jxx%, 'ARDOT CREEK HANUEL_ CLASS I RIP RAP LEVEL SPREADER SPILLWAY 2'W X 4- L X VH C_,LASS I RIP RAP FILLED GABION BASKET ROW TO SERVE AS LEVEL SPREADER TOP OF BASKET ELEV, = 67\3.0 CLASS I RIP RAP CHANNEL 679 1 681 683 — — — — — — — — — — — — — — 687 3:1 89 691 --------692.510' TOP OF EMBANKMENT = 692.50 -- ---------- 69/ TRANSITION TO RIP RAP CHANNEL AT TOE OF EMBANKMENT MITER CUT 15" RCP OUTLET AND DISCHARGE TO CONCRETE CHANNEL INV. 681,00 ALL POND SLO —-*'SHALL BE PLANTED WITH SEED MIX #3 11(90, CONCRETEEMERGENCY _- CH (SEE DETAIL 6. 3:1f < 6661 ---680 _8' CONCRETE EMERGENCY SPILLWAY W/ 4:1 SIDE SLOPES SPILLWAY ELEV. 691.00 3:1 A /-POND RISER 2:1 0,0 FFE BSMT 687.25 0 967 1-E C — — — — — — — 6 �-H „NON -PERFORATED FORATED PVC SLOPE MLN,, -TY -P. BASW BOTTOM I -E SHALL BEPLANT - II 698 9 SY CLASE (2- DEPTH) Z� I-2 N I. Ir r' —WITH SEED MIX I_G ccrQ — Z 66' 2:1 1-G I RIP RAP r --- 6W1 P CO TED PV 1. 0 LO Z \� -- — — — — — — — — LO co I CO 1P7 -J RS 1-C X4 1 11 'LX VH C SS1 L_ PIP RAP FELED-GABION VDOT STb. E�_i FASKETI-RO-W71 0 SERVE INV. OUT 691.1 /-A$SEDIMENT FOREBAY- 0 -7 'IX 680,- SSTRIP-RAP - 2 S`t'CLASS I RIP RAP I (Z. DEPTH) ti) Z 9 — — ____ ALL POND SLOPES HALL BE PLANTED WITH SEEDIVW #3---- 699- 'V =__4 VD9T STD. ESVDOT STP. ES -1 INV.1 OUT 691,�O' INV. OUT 692.00 REMOYE 15" PIPEROM NVERT T SEE �OND CRO SECTION STRUCTURE AN �ESETIAT= RSTFZLICTURE �OIOSLOPE AND INVERT OUT TO BA AND RESET AT NEW SLOPEI AND INVERTIOUT TO BASIN I I US JOINED SITE ' CONCEPTS P.C. CIVIL ENGINEERS DSCAPE ARCHITECTS LAN 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-4005 FFAX 434-295-2103 ATH O -P an Uc. No. 35326 �L-CONAL �G� v,,VH OF Steven W. Edwards Lic. No. 0931 SC SCALE. 20' ISSUED: 11/06/06 DRAWN BY: AGF REVISIONS: 0. 11-6-06, INITIAL SUBMITTAL 1. 12-14-06, ARB COMMENTS 2. 12-21-06, ACSA COMMENTS 3. 12-27-06, COUNTY COMM IAll rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. @TERRA CONCEPTS, P.C. • !00 1 o 10+00 11+00 B10 -RETENTION POND SECTION/DISCHARGE CHANNEL PROFILE SCALE- ?=10'H; 19'=59 V �, I DITCH DESIGN OR ME Area Captured 3.6 (Birchwood Place and U.S. Joiner) Percent Capture 96% (should be 90% or better) f, Factor 1.0 (1.0, or 0.9 for sites in the development areas w here existing impervious cover is greater than 20%) Area Detained (acres) = 3.6 Percent Capture = 960/o W, > n = 0.05 for VDOT EC -2 w here V<4fps � v- p n = 0.05 for rip -rap n = 0.03 for bare earth (V<2fps) or EC -3 Type A if V=4-7fps tB N Ditch > Hydrology Q 0- o I) m ' m O a Ditch 48" O PRE-CAr T MANHOLE rn re E > o o > o > L Q. �° D m Q a E E C� aEi C Post A (Bio -Retention Basin) 1 3.64 facility name U) E RISER .WITH T ASH RACK F Bio -Retention Basin 3.6 0.20 0.66 64?/ : 159.7 Bio -Filter If 65% 185.0 1.2 future development included n/a 10.71 n/a Drains to Parrot Creek �a CREST ELEV. 690,00 / LL EMBA KMENT / -- - - - -. - - - -- ---�-- - TOP 92.50' - � - -- --- ---- - I -- -- / --- - ---- 4 i B CONC EMERGENCY SPiLL1MY ETE ELEV. _ _ 7�1 , _ ��\ `� > 2- 9"(VII) INV. El 4"(H) ORi C .688.00 S U / c w LVA cit p u: O 691.0 \ - J - < U Q Q 10 YR WSE 68 .91 100 YR SE F90.30' i N O AW:_ Channel run: A - _ - RIP P SPILLWAY N/A N/A N/A N/A N/A N/A 2.41 3.15 /,�� .a HOMOGENEOUS 2.0 0.3300 CONCRETE 0.013 13.95 0.1 Initial Q. & Q10 STA 2 TO 3 0.01 0.40 0.004 V DEPTH F R WQV 5.00 4.80 6.50 1BA3INBOTT0Nf= 3,15 87.00 2.0 1 2.0 0.0740RIP RAP 0.050 3.09 0.3 determined from storm STA 3 TO 4 0.07 0.40 1 0.028 1 EMBANKMENT (TOB SPILL AY CHANNEL) / 6.50 EMABANK CONSTRUCTED OF IMPERVIOUSi�,/2.5 ENT 2.0 2.0 2.0 0.0460 RIP RAP 0.050 2.66 0.4 comps at pipe outfall ND & OIL MEDIA---,- -------- -- - - - - - -- - -- - ---- -- ---� --- ,,- . �- /�-�\ MATER 2'W X 4'L X VH CLASS I RIP RAP FiLLED GABIO BASKET ROW TO CON RETE% 51.00 �� LF OF 1.5 RCPj7' 1.96% NV. 682.00 INV. 683.00 SERVE AS LEVEL SPREADER SPIL WAY � 6" PERFORATED 6" NO -PERFORATE �� -Z--_- -_ - TOP OF BASK -__._.__� T ELEV. 673.00 _-----.__-- II ----- RIP RAP CHANNEL TOP OF BANK ---- (TOB) FROM COONRETE CHA .__-.__ BOT NEL �' �° _ -OM--� �- _ INV. 6$1.00' __--- ----- _ _- �- --- J - 1.5' UNDERD (AASHTO M4 WRAPPED I AIN GRAVEL , 112" - 1") - FITLER --J S ---- P M HEDULE 40 -u G IoIPE t I°7o _ N. SLOPE PVC 1.0% MIN. _ - - O RIP RAP CH CANNEL NNEL RI TO TO RAP CHANNEL 'r _ _ - 4' FABRIC ACROSS ENTIRE iDTH @ 20' 0.C. LUCK STONE IO -FILTER -------PARROT CREEK -- 672.1 BOTTOM A TOE OF SLOPE - r -�-`' �� ! _�- _ " OSEDGRADE I EXISTING -�- RADE -- _-._ _- _ - CUT-OFF ---- OFF TRENCH ------ / ----- HAVING - WATERTIGHT C CLEANOUTS ! PS, TYP.PRO MIX OR TESTS AND APPROVED E UIVALENT ---__- -___-_._._-. --. ------_- 77 7�c ! N CV M CV �Y Ch ti Lr) CO oU CS) N I 0)5 i\ LO c6 i7 ® I CO rt c0 O e0 rt d u5 o() d M r W i CD W C4 L0 CO col 00 C9 cD 0 (D N 0) d co (D oa ea W CO CO �' e0 CO to 0) c0 I 10+00 11+00 B10 -RETENTION POND SECTION/DISCHARGE CHANNEL PROFILE SCALE- ?=10'H; 19'=59 V �, I DITCH DESIGN OR ME Project Area 3.8 (should be roughly equal to limits of disturbance) Area Captured 3.6 (Birchwood Place and U.S. Joiner) Percent Capture 96% (should be 90% or better) f, Factor 1.0 (1.0, or 0.9 for sites in the development areas w here existing impervious cover is greater than 20%) Area Detained (acres) = 3.6 Percent Capture = 960/o W, > n = 0.05 for VDOT EC -2 w here V<4fps � v- p n = 0.05 for rip -rap n = 0.03 for bare earth (V<2fps) or EC -3 Type A if V=4-7fps tB N Ditch > Hydrology Q 0- o I) m ' m O a Ditch (Dc4 ro 0 rn re E > o o > o > L Q. �° D m Q a E E C� aEi C Post A (Bio -Retention Basin) 1 3.64 facility name U) E W Facility Type 0r F Bio -Retention Basin 3.6 0.20 0.66 64?/ : 159.7 Bio -Filter If 65% 185.0 1.2 future development included n/a 10.71 n/a Drains to Parrot Creek �a LL cu 4 i B �` > U N c w LVA cit p u: O �+ C6 Z < U Q Q U N O Channel run: A STA 1 TO 2 N/A N/A N/A N/A N/A N/A N/A 2.41 3.15 2.0 2.0 2.0 0.3300 CONCRETE 0.013 13.95 0.1 Initial Q. & Q10 STA 2 TO 3 0.01 0.40 0.004 0.004 5.00 4.80 6.50 2.41 3,15 2.0 1 2.0 1 2.0 0.0740RIP RAP 0.050 3.09 0.3 determined from storm STA 3 TO 4 0.07 0.40 1 0.028 1 0.032 5.00 4.80 6.50 2.42 3.16 2.0 2.0 2.0 0.0460 RIP RAP 0.050 2.66 0.4 comps at pipe outfall Project Area 3.8 (should be roughly equal to limits of disturbance) Area Captured 3.6 (Birchwood Place and U.S. Joiner) Percent Capture 96% (should be 90% or better) f, Factor 1.0 (1.0, or 0.9 for sites in the development areas w here existing impervious cover is greater than 20%) Area Detained (acres) = 3.6 Percent Capture = 960/o W, > N � v- p tB N 0O > tU Q 0- o I) m ' m O a v (Dc4 ro 0 rn re E > o o > o > L Q. �° D m Q a E E C� aEi C Post A (Bio -Retention Basin) 1 3.64 facility name U) E W Facility Type 0r Remarks Bio -Retention Basin 3.6 0.20 0.66 64?/ : 159.7 Bio -Filter If 65% 185.0 1.2 future development included n/a 10.71 n/a Drains to Parrot Creek " irrpervious area before development in designated growth areas can be a minimum 20% * this is most often NOT the entire property, but the portion of the property within the subject drainage area, or the drainage area to the facility ** see Table 13 - -- - DETENTION COMPLIANCE Project Area (acres) - 3.8 (roughly equal to limits of disturbance) Area Detained (acres) = 3.6 Percent Capture = 960/o (should be beltw een 80% and 120%) N � v- cUo Q 0- N > CL �° Remarks Detained Areas Post A (Bio -Retention Basin) 1 3.64 1 3.87 18.30 3.15 Drains to Parrot Creek Un -detained Areas Post B (Embankment Slope) 0.30 n/a 10.71 n/a Drains to Parrot Creek � 3K CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT; SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-4005 FAX 434-295-2103 1,TH 0p viii `S�ONAL Y�Oi ;3 lac No ;:0031 SCALE: AS SHOWN ISSUED- 11/06/06 DRAWN BY- AGF REVISIONS: 0. 11-6-06, INITIAL SUBMITTAL 10 12-14-06, AIDE COMMENTS 2. 1221-06, ACSA COMMENTS 3, 12-27-05, COUNTY COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. © TERRA CONCEPTS, P.C. BIRCHWOODrev 17A-AbemaricA ILAzU4 2- Ycar Lwrahon=b min, Juten-4-YZ H11,11F BIRCHWOODrev MAlbemarle-ATLA81410-Year Duradon=6min, 1nten=633in1hr BIRCTIWOOnr-v VA - A .1-r)A QYA WIL V- 7 --t- auu'T_ 1-9:11421__/Ir Page I Prepared by Terra Concepts, PC Page I Prepared by Terra Concepts, PC Page I Prepared by Terra Concepts, PC HydroCAD@ 8.00 s/n 002893 C) 2006 jLdroCAD Software Solutions LLC 11/5/2006 ons HydroCAD9 8.00 s/n 002893 0C 2006 HydroCAD Software Solutions ti LLC 11/5/2006 H-YdroCAD@ 8.00 s/n 002893 (0 2006 HydroCAD Software Solutions LLC 11/5/2006 Subcatchment 2S: Birchwood/US joiner Subcatchment 2S: Birchwood/US joiner Subcatchment 2S: Birchwood/US joiner Runoff = 14.30 cfs @ 0.10 hrs, Volume= 0.176 af, Depth= 0.57" Runoff = 18.40 efs @ 0.10 hTs, Volume= 0.227 2f, Depth= 0.74" Runoff = 24.16 efs @ 0.10 tars, Volume= 0.297 af, Depth= 0,97" Runoff by Rational method, Rise/Fall=1.0/2.0 xTe, Time Span= 0.00-100 hrs, dt-- 0.01 firs Runoff by Rational method, Rise/Fall=1,0/10 xTe, Time Span= 0.00-3.00 hrs, dl= 0.01 hrs Run, off by Rational method, Rise/Fafl=1.0/2.0 xTe, Time Span= 0,00-3.00 hrs, dt= 0.01 hrs VA-Albemarle-ATLAS14 2 -Year Duration=6 min, Inten=4.92 in/lar VA-Albemarle-ATLAS14 10 -Year Duration=6 min, Inten=6.33 in/hr VA-_Albemari-e-ATLAS14 100 -Year Duration=6 min, Inten=8.31 in/hr Area ac) C Description Area (2c) C Description Area (ac) C Description 2.700 0. - 90 Impervious 2.700 0.90 Impervious 2.700 0.90 Impervious 0.990 (0.45 Pervious Landscaped Area 0.990 0.45 Pervious Landscaped Area 0.990 0.45 Pervious Landsca]2ed Area 3.690 0.78 Weighted Average 3.690 0.78 Weighted Average 3.690 0.78 Weighted Average 3.690 0.78 Pervious Area 3.690 0.78 Pervious Area i 3.690 0.78 Pervious Area Tc Length Slope Velocity Capacity Description Tc Length Slope Velocity Capacity Description Te Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (cfs) (min) (feet) (ft/ft) (ft/sec) (cfs) (fl/sec) (min) (feet) (£l/fl) (fl/sec) (cfs) 5.9 Direct Entry, 5.9 5.9 Direct Entry, Direct Entry, Pond 1P: Bio -Retention Pond IP: Bio -Retention Pond IP: Bio -Retention Inflow Area 3,690 ac Inflow Depth = 0.74" for 10 -Year event inflow a, 1 Irnn Inflow I- A 7) 1 n T17 Inflow Area 3.690 ac, Inflow Depth = 0.57" for 2 -Year event 9 - ovy Area ac, n ow Depth IV. / Jur V - car event Inflow 18.40 cfs @ 0.10 hrs, Volume= 0.227 of Inflow 24.16 efs @ 0.10 hrs, Volume= 0.297.qf Inflow 14.30 cfs @ 0.10 hrs, Volume= 0.176 of 0.108 af, Allen= 90%, Lag= 10.6 min Outflow = 1.19efs @ 0.28 hrs, Volume= 0.058 af, Allen= 92%, Lag= 10.7 min Outflow = 1.81 efs @ 0.28 hrs, Volume- Outflow 2.42 cfs @ 0.28 hrs Volume= 0.178 af, Allen= 90%, Lag= 10.5 min 0 Primary = 1,19efs@ 0,28hro, Volume-- 0,058 of Primary = 1.81 efs @ 0.28 hrs, Volume= 0.108 of Primary 2.42cfo@ 0,28 hrs Volume= 0.178 of 0 2 Time (hours) Routing by Stor-Ind method, Time Span= 0.00-3.00 hrs, dt7-- 0.01 hrs Routing by Stor-Ind method, Time Span= 0.00-3.00 hrs, dl= 0.01 hrs Peak Elev= 688.75'@ 0.28 hrs Surf.Area=5,738sf Storage= Routing by Stor-Ind method, Time Span= 0.00-3.00 hrs, alt= 0.01 hrs Peak Elev-- 688.42'@ 0,28 hrs Surf,Arez=5,540sf Storage-- 7,285 of eahElev--689.20'@0.28hrs Surf.Area=6,019sf Storage= 11,762ef Plug -Flow detention fime= 39.1 min calculated for 0108 of (48%® of inflow) Plug. -Flo detention time= 42 0 min calculated for 0.058 of �33% of inflow) Plug -Flow detention time= 40J min calculated 0,177 af (60% of inflow) b Center-® Mass del. time= 38.0 min 45.9 - 7�9 ) i Center -of -Mass del. time-- 35.9 min (43.9 - 7-9) Center -of -Mass del. time= 38.2 min( 46.1 - 7.9 f- ( Volume Invert Avail.Storage Storage Description Volume Invert Avail.Storage Storage Descriptiom Volume Invert Avail.Storagc Storage Description #1 687.00' 31,174 of Custom Stage Data (Irregular) Listed below (Rv�alc) #1 687.00' 31,174 ef Custom Stage Data (Irregular) Listed below (Rec2le) #1 687.00' 31)174 of Custom Stage Data (Irregular) Listed below (Recalc) Elevation Surf.Area Perim, Inc.Store CUM.StOre Wet.Area Elevation Surf.Area Perim. lnc.Store Cu -.store Wet.Area Elevation Surf.Area Perim. Inc.Store Cum.Store Wel,Area (feet) Jfeet) (cubic -feet) cubic -feet (feet) (sq -ft) (feet) -feet) (vabic-feet) (sae -fl) -2-ft) (-feet) (cubic -feet) (cubic -fee (sq -ft) (cubic -feet) 0- 4,702 (feet) (s t) 182 -ft) 687.00 4,702 28&0 0 0 687.00 4,702 286.0 0 687.00 4,702 286.0 0 0 4,702 5,331 Wo 4,991 5,331 68&00 5,286 298.0 4,991 (::�4�?91, _�4,702 688.00 5,286 298.0 4,991 4,991 5,331 688.00 5,286 298.0 4,991 , 689.00 5,895 311.0 5)588 10,579 6,031 689.00 5,895 311.0 5,588 10,579 6,031 689.00 5,895 311.0 5,583 10,579 6,031 690.00 6,530 324.0 6,210 16,789 6,761 16,789 6,761 690.00 6,530 324.0 6,210 16,789 6,761 690.00 6,530 324.0 6,210 4901 Ic 05,97 23 646 `7 A 17 J '"6.0 U10 i 69,11.00 aj V 01.00 7,189 336.0 6,857 23,646 7,472 091.00 7,189 336.0 6,857 23,646 7,472 692.00 7,874 349.0 7,529 31,174 8,259 692.00 7,874 349.0 7,529 31,174 692,00 7,874 349.0 7,529 31,174 8,259 Device Routing Invert Outlet Devices Device Routing Invert Outlet Devices Device Routing Invert Outlet Devices #1 Primary 68Z00' 15.0" x 54.0' long Culvert RCP, square edge headwall, Ke= O�500 #1 Primary 682.00' 15.0" x 54.0' long Culvert RCP, square edge headwall, Ke= 0.500 #1 Primary 682.00' 15.0" x 54.0' long Culvert RCP, square edge headwall, Kc= 0.500 Outlet Invert= 681.00' S=0.01857' Cc --0.900 n--0.013 Outlet Invert= 681.00' S=0,0185'/' Cc= 0.900 n=0.013 #2 Device 1 688.00' 0.75'W x 0.331 H Vert. Riser Orifice X 2.00 C= 0,600 Outlet Invert= 681.00' S=0.01857' Cc --0.900 n--0.013 #2 Device 1 688,00' 0.75'W x 0.33'H Vert. Riser Orifice X 2.00 C= 0.600 #2 Device 1 688.0,0' 0.75'W x 0.331 H Vert. Riser Orifice X 2.00 C= 0.600 #3 Device 1 690.00' 48.0" Horiz. Riser Limited to weir flow C= 0,600 #3 Device 1 690,00' 48.0" Horiz. Riser Limite;d to weir flow C= 0.600 #3 Device 1 690.0(0' 48.0" Horiz. Riser Limited to weir flow C= 0,600 #4 Primary 691.00' 8.0' long x 1.50' rise Emergency Spillway 2EndContr2etion(s) #4 Primary 691.00' 8.0' long x 1.50' rise Emergency Spillway 2EndContrzction(s) #4 Primary 691-00' 8.0'long x 1.50'rise Einergency Spillway 2End Conlrzetion(s) 4,01 Crest Height 4.0' Crest Height I 4.0' Crest Height Primary Outflow Max=1.19 cfs @ 0.28 hrs I-IW=688.42' (Free Discharge) rim Outflow Mm -,7-1.81 efs @ 0.28 hrs HW=688.75' (Free Discharge) mary OutFlow Max=2.42 cfs @ 0.28 hrs HW=689.20' (Free Discharge) -1 (pa--cs 1 81 cfs of 14.62 efs otential f 'low) f �Ip I A) -4'- -T I r: I g I r - VaZ5 potential flow) =Culvert (Passes 1.19 cfs of 14.23 cfs potential flow) I 2=Riser Orifice (Orifice Controls 1.81 cfs @ 3.66 fps) 2 I11,11111;P'llo 11, Orifice (Orifice Controls 1.19 cfs @ 2.40 fps) =Riser Orifice (O"fice Controls 142 efs @ 4.89 fps) Nown wwfffi�� iser Orif 3=Riser (Controls 0.00 efs) =Riser (Controls rol.00 efs) 3=Riser ( Controls 0.00 efs) --4Emergency Spillway ( Controls 0.00 efs) -4Emergency Spillway (Controls 0,00 efs) Spillway (Controls 0.00 cfs) o 0 12 3 Time (hours) Watershed ID: Post -Development to Bio -Retention Drainage Area: 3.64 Acres c -factor 0.79 (see worksheet) tc: 5.95 mins. (see worksheet) Q(2): 14.19 cfs (prior to detention) Q(10): 18.30 cfs (prior to detention) Time of Concentration Worksheet Weighted c -factor Worksheet Overland Flow Time Source: Seelye Chart as modified in VDOT Drainage Manual (Fig. 1.5.1.1 on Page 1-13E) Notes: 1) Length of overland flow always <= 200 ft - Calculate a separate Tc for each around cover condition along the flow path Cover Type BIRCHWOODrev YA-Albema_de-A TLAS- 14 100- Year Duration=6 min, _Inten=831 in1hr Prepared by Terra Concepts, PC Page 2 HydroCAD® 8.00 s/n 002893 (D 2006 HydroCAD Software Solutions LLC 11/5/2006 Pond 1P: Bio -Retention Impervious roots, paving) Hydrograph - ........ .. ...... ...... M Inflow E3 Primary 1 0A5 26 -.....Inflow: Area=3.690-ac 24-' 22' PeakElev=689 20 20"' ......... ...... Stor'ane=l 1,762 cf 18 .. .. .. .......... 14 - .......... ............................ ....... LL 124 BIRCHWOODrev 8 . ...... ........ BIRCHWOODrev RATIONAL METHOD WORKSHEET project: Birchwood Place Prepared by Terra Concepts, PC Prepared by Terra Concepts, PC 11/5/2006 11/5/2006 Software Solutions LLC .. .. .. .. .. ... .. .. .. .. .. ...... Date. 11/2/2006 xare Solutions LLC HydroCADO 8.00 s/n 002893 Oc 2006 HydroCAD -mg) 9. Af) 009,991 C 2006 H droCAD Soft 4- r, A T ./n, Hydro Designer: AGF Pond JP: Bio -Retention Pond IP: Blio-Retention 2 Watershed ID: Post -Development to Bio -Retention Drainage Area: 3.64 Acres c -factor 0.79 (see worksheet) tc: 5.95 mins. (see worksheet) Q(2): 14.19 cfs (prior to detention) Q(10): 18.30 cfs (prior to detention) Time of Concentration Worksheet Weighted c -factor Worksheet Overland Flow Time Source: Seelye Chart as modified in VDOT Drainage Manual (Fig. 1.5.1.1 on Page 1-13E) Notes: 1) Length of overland flow always <= 200 ft - Calculate a separate Tc for each around cover condition along the flow path Cover Type Area I c Impervious roots, paving) 2.70 1 0,90 Pervious Landscaped Area 0.99 1 0A5 c -factor = 0.79 983.00 Enter Length of Strip (ft) Sample "C" values, 3.83 Enter Slope (% or fill 00ft) 0.22 Dense grass 0.90] Enter Rational Method "C" value 0.28 Average grass 0.36 Poor grass Result Tc (minutes) 0.48 Bare soil 0.90 Pavement Shallow Concentrated Flow Time Source: SCS Velocity Graph as published in Virginia Erosion and Sediment Control Handbook, Third Edition (Plate 5-2 on Page V-12) Notes: 1) Not intended for well-defined channels - see channel flow calculation 2 Calculate late a separate To for each ground cover condition along the flow path 265.00 Enter Length of Flow (ft) 3.00 Enter Slope (% or 1111 00ft) Result Tc (minutes) IF UNPAVED Result Tc (mint i PAVED Pipe Flow Time Assumes 10 fils velocity in pipe 340.00 Enter Length of Flow in Pipe (ft) 0.57 Result Tc (minutes) Rainfall Intensity (Albemarle County, Virginia) Return I Duration Intensity Period I (mins.) (in/hr) 2 5.9 49 5.9 5.7 10 5.9 6.4 25 5.9 7.1 50 5,9 7.7 100 5.9 8.3 Intensities derived from NCAA Atlas -14 Rainfall Precipitation Frequency Data 687- 15"000 20,000 25,000 30,000 0 5,000 10,000 storage (cubic -feet) NOW Time (1hours) 2 CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 1 PK 434-295-005 FAX 434=295-2103 Z-11- - I -Ac 1, .' No - 3�, 3-26 �Z, ONAL SCALE- AS SHOWN ISSUED. 11/06/06 DRAWN BY AGF REVISIONS: 0, 11-6-06, INITIAL SUBMITTAL 1. 12-14-06, ARB COMMENTS 'Z . -27-0, O 1 122 2 06CV . -7FTN-P. C-0-1113 ENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. TERRA CONCEPTS, P.C. NEWMENNEWOMMMOK, BIRCHWOODrev VA-Albemark-ATLA8142-Fear Dumtion=55min, 1nten=1,59in1hr Prepared by Terra Concepts, PC Page I HvdroCAD* 8.00 s/n 002893 (0 2006 jLdroCAD Software Solutions LLC 11/5/2006 Subcatchment 2S: Birchwood/US joiner Runoff = 4,61cfs @ 0.10 hrs, Volume= 0.368 af, Depth= 1,20" Runoff by Rational method, Rise/Fall=1.0/2.0 xTc, Time Span= 0.00-100 hrs, dt-- 0.01 hrs VA-Albemarle-ATLAS14 2 -Year Duration=55 min, Inten=1.59 in/hr Area (ac) C Description 2.700 0.90 Impervious 0.990 0.45 Pervious Landscaped Area 3.690 0.78 Weighted Average 3.690 0,78 Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.9 Direct Entry, Pond IP: Bio -Retention Inflow Area = 3,690 ac, Inflow Depth = 1.20" for 2 -Year event Inflow = 4.61 efs @ 0.10 hrs, Volume= 0.368 of Outflow = 2.41 efs @ 1.01 hrs, Volume= 0.244 af, Atten= 481/1o, Lag= 54.6 min Primary = 2.41 efs @ 1.01 hrs, Volume= 0.244 of Routing by Stor-Ind method' Time Span= 0.00-3.00 hrs, dt-- 0.01 hrs Peak Eiev= 689.19'@ 1.01 hrsSurf.Arca= 6,013 of Storage= 11,705 cf Plug -Flow detention time= 53.7 min calculated for 0.244 af (66% of inflow) center.-a-1vl2ss det. time= 43.8 min ( 75.8 - 32.0 ) Volume Invert Avail.Storage Storm. Description #1 687.00' 31,174 of Custom Stage Data (Irregular) Lsoted below (Rec2lc) Elevation Surf.Area Perim. Inc.Storc Cum.Store Wet.Area (feet) (sq -TO (feet) (cublic-feet) cubic -feet) (sq -ft) 687.00 4,702 286.0 0 0 4,702 688.00 5,286 298.0 4,991 4,991 5,331 689-00 5,895 311.0 5,588 10,579 6,031 690.00 6,530 .324.0 6,210 16,789 6,761 691.00 7,189 336.0 6,857 23,646 7,472 692.00 7,874 349.0 7,529 31,174 8,259 Device Routing Invert Outlet Devices #1 Pitimary 682.00' 15.0" x 54.0' long Culvert RCP, square edge headwall, Ke= 0.500 Outlet Invert= 681.00' S=0.01857' Cc= 0.900 n=0.013 4,12 Device 1 688.00, C=0,600 #3 Device 1 690.00' 48.0" Horiz. Riser Limited to weir flow C= 0.600 #4 Primary 691.00' 8.0' long x 1.50' rise Emergency Spillway 2End Contraction(s) 4,0' Crest Height Primary OutFlow 1V1ax=2.41 cfs @ 1.01 hrs HW=689.19' (Free Discharge) =Culvert (Passes 2.41 efs of 15.14 cfs potential flow) E2=Riser Orifice (Orifice Controls 2.41 efs @ 4.87 fps) 3=Riser (Controls 0.00 efs) -- 4 -Emergency Spillway ( Controls 0.00 cfs) BIRCHWOODrev VA-Albemarle-ATLAS142-Year Duravon=55mln, 1ntcn=1.59ih1hr Prepared by Term Concepts, PC Page 2 HydroCAD@ 8.00 s/n 002893 (D 2006 jLydroCAD Software Solutions LLC 11/5/2006 Pond IP: Bio -Retention Hydrograp1h 6 Inflow 5 0 Primary Inflow 'Area -3.690 ac Peak Elev=689.19' 4 Storaae=1 1 705 cf BIRCHWOODrev VA-Albemarle-ATLA814 10 -fear Duration=66min, Intvn=2.00in1hr Prepared by Terra Concepts, PC Page I flydroCADO 8.00 s/n 002893 (0 2006 HydroCAD Software Solutions LLC 11/5/2006 Subcatchment 2S: Birchwood/US joiner Runoff = 5.80 cfs @ 0,10 Jars, Volume= 0.551 af, Depth= 1.79" Runoff by Rational method, Rise/F0=1.0/2.0 xTc, Time Span= 0.00-3.00 hrs, dt= 0.01 hrs VA-AlhemaTle-ATLASM 10 -Year Duration=66 min, Inten=2.00 in/hr Area (ac) C Description 2,700 0.90 Impervious 0.990 0.45 Pervious Landscaped Area 3.690 0.78 Weighted Average 3.690 0.78 Pervious Area Tc Length Slope Velocity Capacity Description (mini) - (feet) (ft/ft) (cfs) 5.9 Direct Entry, Pond IP: Bio -Retention Inflow Area = .3.690 ze, -Inflow Depth = 1.79" for 10 -Year event Inflow = 5.80 cfs @ 0.10 hrs, Volume= 0.551 of Oufflow = 3.15cfs @ 1.19 hrs, Volume= 0.417 af, Atten=46%, Lag= 65.4min Primary = 3.15cfs @ 1.19 hrs, Volume= 0A17 of Routing by Stor-Ind method, Time Span= 0.00-3.00 hrs, dt= 0.01 hrs Peak Elev-- 689,91'@ 1,19 hrs Surf.Area= 6,472 of Storage= 16,210 of Plug -Flow detention time= 56.3 min calculated for 0.416 of (75% of inflow) Center -of -Mass det. time= 48.1 min ( 85.6 - 373 ) Volume Invert Avail.Storage Storage Description #1 687.00' 31,174 of Custom Stage Data (Irregular) Listed below (Recale) Elevation Surf.Area Perim. Inc.Store Cum.stoie Wet.Area (feet) (sq -ft) (feet) (cubic -feet) (cubic -feet (sq -ft) 687.00 4,702 286,0 0 0 4,702 6818.00 5,236 298.0 4,991, 4)9911 5,331 689.00 5.,895 311.0 5,588 10,579 6,031 690.00 6,530 324.0 6,210 16,789 6,761 69100 7,189 336.0 6,857 23,646 7,472 692.00 7,874 349,0 7,529 31,174 8,259 Device Routing Invert Outlet Devices #1 Primary 682,00' 15.0" x 54.0' long Culvert RCP, square edge headwall, Ke= 0.500 Outlet Invert= 681.00' S=0,01857' Cc= 0.900 n=0.013 #2 Device 1 688.00' 0.75'W x 0.33'H Vert. Riser Orifice X 2.00 C= 0.600 #3 Device 1 690.00' 48.0" Horiz. Riser Limited to weir flow C= 0.600 Primary 691-.00' 8.0' long x 1.50' rise Emergency Spillway 2End Contraction(s) 4.0'Crest Height rim,ary OutFlow Mm3.15 cfs @ 1.19 hrs HW=689.91' (Free Discharge) -1=Culvert ('asses 3.15 cfs of 15.95 cfs potential flow) L2=Riser Orifice (Orifice Controls 3.15 efs @ 6.36 fps) 3=Riser (Controls 0.00 efs) ---4--Emergency Spillway (Controls 0.00 cfs) BIRCHWOODrev VA-Alheyna-ric-ATLAS1410-Yea-r Duration=66mln, 1ntcn=200in1hr Prepared by Terra Concepts, PC Page 2 HydroCAD9 8.00 s/n 002893 t 2006 HydroCAD Software Solutions LLC 11/5/2006 Pond 1P: Bio -Retention Hydrograph M Inflow El Prima E3savers _ Inflow Area=3.690 ac ry Peak Elev=689.91' .......... Storage=16,210 cf 51 F .2 � ". 00 . U_ '0 Ill 3 Time (houirs) I M Elevation k M Inflow I EllPrim ary j I X Time (hours) N BIRCHWOODrev VA-Albemarle-ATLASI-1.100-Year Duration=42min, _1nten=3.74in1J2r Prepared by Terra Concepts, PC Page I H 10 ydroCAD@ 8,00 s/n 002893 2006 HydroCAD Software Solutions LLC 11/5/2006 Subcatchment 2S: Birchwood/US joiner Runoff = 10.86 efs @ 0.10 hrs, Volume= 0.672 af, 'Depth= 2.19" Runoff by Rational method, Rise/Fall=1.0/2.0 xTc, Time Span= 0.00-3-00 hrs, dt= 0.01 hrs I ,7A-Albernade-ATLAS14 100 -Year Duration=42 rain, In, tcn=3.74 in/hr Area (ac) C Description E 2.700 0.90 Impervious 0.990 0.45 Pervious Landsci! ed Area 3.690 0.78 Weighted Average 3.690 0.78 Pervious Area Tc Length Slope velocity Capacity Description min e0 (ft/sec) (efs) 5.9 Direct Entry, Pond IP: Bio -Retention Inflow Area = 3.690 ac, Inflow Depth = 2.19" for 100 -Year event Inflow 10.86 efs @ 0.10 hrs) Volume= 0.672 of Outflow = 10.09 efs @ 0.71 hrs, Volume= 0.544 af, Atten= 7%, Lag= 36.9 min Primary = 10-09 cfs @ 0.71 hrs, Volume= 0.544 of Routing by Stor-Ind method, Time Span= 0.00-3.00 hrs, dt= 0.01 hrs Peak Elcv= 690.301 @ 0.71 his SurfArea= 6,721 of Storage= 18,747 of Plug -Flow detention time= 44.1 min calculated for 0.542 of(81% of inflow) Center -of -Mass det, fiine= 40.0 min ( 65.5 - 25.5 Volume Invert Avail,&01`09e . Storage Description #1 687.00' 31,174 cf Custom Stage Data _(Irregular) Listed below (Recale) Elevation Surf.Area Perixn. InC.Store Cum"Store WetArea feet (sq -ft) (feet) _.,(cubic -feet) cubic_fcet) sq-ftj 687.00 4,702 286.0 0 0 4,702 688.00 5,286 298.0 4,991 4,991 5,331 689,00 5,895 311.0 5,588 10,579 6,031 690.00 6,530 324,0 6,210 16,789 6,761 691.00 7,189 336,0 6,857 23,646 7,472 692.00 7,874 349,0 7,529 31,174 8,259 Device Routin, g Invert Outlet Devices #1 Primary 682.00' 15.0" x 54.0' long Culvert RCP, squarcedgc he2dnjall, Kz= 0.5, ()o Outlet Invert= 681.00' S= 0.0185'/' Cc= 0,900 n=0.013 #2 Device 1 688.001 0.75'Wx 0.33'H Vert. Riser Orifice X 2.00 C=0.600 #3 Device 1 690.00' 48.0" Horiz. Riser Limited to weir flow C= 0,600 #4 Primary 6 1 91-00' 8.0' long x 1.50' rise Emergency Spillway 2Ecoid Contraction(s) 4.19' Crest Height Primary OutFlow Max=10.07 efs, @ 0.71 hrs HW=690.30' (Free Discharge) -2=Riser =Culvert (Passes 10.07 cfs of 16.36 cfs potential flow) Orifice (Orifice Controls 3.48 efs @ 7.03 fps) 3=Riser (Weir Controls 6.59 efs @ 1.78 fps) --4--Emergency Spillway ( Controls 0.00 efs) 2 Time (hours) 3 CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 1 PH. 434-295-4005 FAX 434-295-2103 OF O 6'1' ik� SCALE: AS SHOWN ISSUED: 11/06/06 DRAWN BY: AGF REVISIONS. O. 11-6-06, INITIAL SUBMITTAL 1. 12-14-06, ARB COMMENTS 2. 12-21-069 ACSA COMMENTS 3e !2=27=06, COUNTY COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. @TERRA CONCEPTS, P.C. Critical Duration Analysis can I El Elevation FitIM EIN Inflow Critical Duration Analysis EM Primary V 17 23 .. .. .. .. .. .. 22� FIMI TEleviltion M Inflow I ff % P M Primary rim'ry .. .. .. .. .. .. 21 20- 690 > 8,f 1111 174 ............ . . . . . . 10) W 69 4 .2 83,13 t 0 .......... LIJ 77 12 .. ...... .. .. . 11 .......... 10 .......... 8- m. 7� 2 6 0 10 20 46 60 70 80 90 10 110 120 737 477756760 170 180 4 Z .60 Event Duration (minutes) 3 21, 0 IV 20 ju 40 50 IV 70 ou VU 100 110 120 130 140 150 160 170 180 Event Duration (minutes) CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 1 PH. 434-295-4005 FAX 434-295-2103 OF O 6'1' ik� SCALE: AS SHOWN ISSUED: 11/06/06 DRAWN BY: AGF REVISIONS. O. 11-6-06, INITIAL SUBMITTAL 1. 12-14-06, ARB COMMENTS 2. 12-21-069 ACSA COMMENTS 3e !2=27=06, COUNTY COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. @TERRA CONCEPTS, P.C. COUNTY CALCULATIONS TREE CANOPY (REQUIRED BY ZONING) - A, REQUIRED, Acres Site Acreage: 3,660 Farmland Credit: 0,000 Recreational Credit: 0.000 Open Space Credit: 0.000 Public Land Credit: 0.000 School Recreational Areas Credit: 0.000 Open Space Amenity Credit: 0.000 Preservation Credit: 1.810 Agent Approved Credit: 0,000 Basis for Canopy: 1.850 Equation: Site Acreage - Credits (Open Space plus Preserved Area) = Basis for Canopy AlBasis for Canopy 1.850 Min. Tree Canopy Requirement: 10% (see.Section 219.9.4 Total: 0.185 Equation: Basis for Canopy X Minimum Tree Canopy Requirement for project = Total B. PROVIDED: Acres Preserved Area. 1,810 Bonus Factor 1.25 Total: 2.263 Equation: Preserved Area X Bonus Factor = Total C. BALANCE, Acres Tree Canopy Required (Al): 0,185 Tree Canopy Preserved (B): -2.203 Additional Canopy Required: -2.078 Equation: Al - B = Total Note: if Additional Canopy Required is negative then NO additional tree canopy is required. If Additional Canopy Required is positive then additional tree canopy is required. Equation: Tree Canopy Required - Tree Canopy Preserved = Additional Canopy Required (If Needed) Open Space and Preserved Area are one in the same for this project. ADDITIONAL REQUIREMENTS: 5% of Paved Area: Paved Areas: 42,631 sf (0,98 Ac) Required: 2,132 sf (.05 Ac) / 50 sf = 43 (10,928 sf provided in landscape areas per See, 32.7.9.7,b) Proposed: 43 Trees + 40 shrubs Interior Trees: Number of parking spaces: 89 Required: 9 (1110 spaces) Provided: 9 (These trees are included in the 5% Paved Area requirement above) Street Trees: Frontage: 1.90'+ 178,65' = 180.55 / 35 = 5 Required Screeningi N/A iLRRA TS) Rc. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH, 434-295-4005 FAX 434-295-2103 'ID EAT VL AU"' kX Vd SHOPPING CENTEIR ALL AREAS NOTED "LAWN" SHALL BE PLANTED WITH SEED MIX #1 YOSHINO CHERRY CONCRETE RETAINING KI EX -TE TING WALL TO BE DYED TA _TS 110 %SANI AF_TS �-W�R �P S ---. Ir. �_ il 7 SOLOMON COLORFLO 14-flcIr- ENI TV0 V I - . . _ I' I I , I I I 1 Ii CLASSIC #385 (BARK) WAT EASE 1_13 Z 121- 3- K ER E ----2- D L L% PLANTS LISTED ON US JOINER SITE: (ITALICS = EXISTING) T A= ALLEE ELM L HSELOW C= SERVICEBERRY 1-F D=ZELCOVA 2- D E= RED MAPLE F= TSHIT CHErRY E / a D 70 t f i SITE PLANT LIST Lab el S"dentificName 'CommonName ant ty Cali per i Height �§pread 'Root 'Comments 14 F Ulms, pirvif olia'AlleeAllee Chinese Elim 7 3.5-411 B&B Straight trunk; dense, branching begins above 4'; 35'O.C. NOTE: ..... ... .. 6- K B UIrrus parvifolia'Allee' 'Allee Chinese Elm B&B 'Straight trunk; dense, branching begins above 4' ALL LANDSCAPING SHOWN DAFHED ON THE U.S. JOINER 8 2.5-T 1 1-B .. . ..... ...... ....... 'Mufti -trunk (3-5 trunks); dense, uniform branching 1C SITE WAS DESIGNEE) BY WAYNESBORO LANDSCAPE & ;Arnelanchier arborea 'Autumn Brilliance' ��Auturnn Brillance Serviceberr y 7 7-8' B&B I -B Straight trunk; branching begins at 4': balanced head GARDEN CENTER AND APPROVED BY ALBEMARLE COUNTY. Green Vase e Zelkova 10 2,641 B&B D 'Zelkova serrata 'Green Vase' -4r .... ... ..... . . . . ...... 17nP MnPl= IMP(I ON THIS PLANT MAT;=Plal ql=r- THE N_, Straight trunk; branching begins at 4'; balanced head 'E Acer rubrum'Red Sunset Red Sunset Maple 6 2.5-T B&B KA . ...... . . ......... ........ ... ... APPROVED PLANS DATED 10/3/05. . ...... ..... . .... ........ . . F Prunus x yedoensis Cherry T 8&B Straight trunk; branching begins at 3'; balanced head Piatanus x acerffolia'Bloodgood' -T B&B 'Straight trunk; branching begins at 4'; balanced head I- 1ondon Plane Tree I IN 0 All plants from one source; healthy color; balanced form; 3'O.C. H tea virginica'Henry's Garnet' Henry's Garent Virginia Sw eetspire 18-24" 3 G A .......... ... ... Foster #2 Holly Ilex afterituata Tosted' B&B JDs T Branched to ground; dense foliage, straight, pyramidal f orm J -4 ..... ..... . ..... A 4- ................. ... . . `J !Aronia arbutifolia'Brilliantissim' >Brilliant Red Chokeberry 0 18-24" 1 3 G 'All plants from one source; healthy color; balanced form; 3'O.C, K Ilex glabra'Densa' Densa Ini<berry All plants from one source; healthy color; balanced form 81 72, 24�30'f 3 G O'C. BRICK 13- K __J ;All plants f rom one source; healthy color; balanced form 3'O.C. 2- E llex crenata'$teeds' Japanese Holly 34 30-36" 5 G MASONARY ---------- - -- L M Mrica ninor i Commn Periwinkle 605 4" pot (1 pint) iAll plants from one source; healthy color; balanced form; 12" O,C� WALL, S15E 3- 1-- Liriope ngoari'Big Blue' Big Blue Lirlope 784 4" pot (1pint) `All plants from one source; healthy color; balanced form 12" O.C.ARCHI N _----_----- . .... ...... --------- TEC�U/A I I A ......vlmb 0 V Ilex c renata 'Soft Touch' Soft Touch Japanese Holly 8 18�24 3G All plants from one source; healthy color; balanced form 3' O.Ci PLANTING, AWN + 3 - L P Q B&B Branched to ground; dense foliage, straight, pyramidal form BED LIMITS; iTsuga canadensis Canadian Hemlock T f ...... ... . ... ...... ........ .. T.YIP Q Rhododendron cataw biense 'English Roseurrf English Roseum Rhododendron 0 18-24" 3G 'All plants from one source; healthy color; balanced form &O.C. - --- ------ . ........... ... - -------- ....... 0 3- C 'R 'R Cercis canadensis Eastern Redbud 71 B&B Straight trunk; dense, branching begins above 4'• US jOINE ... .... . . .. .......... ... SViburumx burkwoodii'Mohawk' Mohawk Viburnum 0 18-24" 3G All plants from one source, healthy color; balanced form; 3O.C. 70B 'Seed Mix #1: Tell Fescue (Supplier 1,800.873,3321)- #25589 ;S1 Seed Seed 6900 seed (sf) SITE I -A Seed Seed 0 seed (sf) Seed Mix #2: Ernrox 128 (Supplier: 1,800-875,3321) ....... ..... . ... 5 162 Q seed (sf) !Seed Mix #3: Aurora Gold Hard Fescue Mix (Supplier: 1.800.876.2151) CURRENTLY UNDER iC. S3 Seed Seed 2 ,SOD Fescue- SOD Sod6900 sod (sf) 'Tall Fescue- Substitute for Seed Mix #1only at Ow ner's request 3-A EX. W,�TiRLINE CONSTRUCTION EAS MENT r 31- L NOTES: 4- PLANTS SHALL BE INSTALLED AT THE APPROPRIATE TIME IN EACH INDIVIDUAL PHASE. SEE K 01=1 WANWO 5D 3-0 LANDSCAPE NOTES FOR MORE DETAIL.I/'IJ J /BY ACSA P1110 N SIGN lI II _704- / O 702- A" PLANTS S UIZZMGWA I tU FOR MITIGATION SHALL BE INSTALLED AT THE COMPLETION OF PHASE 2. ` \ \ /, ?� 7- -4 ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINATAINED WN 3- A AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE 8-0 704 PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT, 0 fol 20, 40' 800 fool X ine— 0 O"e �H It NIP Q) _1Z . . . ........... THREE NOTCHD ROAD (S.R. 24,G) VARIABLE- - ---------- 0 r 7 f8* Alan Frankhn 11c, No. 35326 li4�LlONAL V��r Steven W. Edwards 11c. No. 0931 �4vrliSCA , SCALE- 19� = 20' ISSUED: 11/16/06 DRAWN BY: SWE REVISION& 0. 11-6-06, INITIAL SUBMITTAL 1. 12-14-06) ARB COMMENTS 1 12®21-06 M , ACSA COMENTS 3. 12-27-06, COUNTY COMMENTS 4. OLIM-7, ACSA COMMEENTS. All rights reservtd. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on those plans) may be reproduced, changed or utilized in any form or by any means, electronio, or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terre Concepts, P.C, Also, these plans may not be assigned to a third party without first Written authorization of Terra Concepts, P.C. (b TERRA CONCEPTS, P.C. 1. IN AREAS SCHEDULED FOR NEW LANDSCAPE INSTALLATIONS WHERE PRIOR GRADING ACTIVITIES HAVE NOT RESULTED IN CLEARING AND GRUBING OF EXISTING VEGETATION, THE CONTRACTOR SHALL CLEAR AND GRUB ALL WEEDS, DEAD PLANTS, TREES, 1 "-CALIPER OR LESS AND ALL. OTHER PLANT MATERIAL, SAVE AND EXCEPT THOSE SPECIMENS OR GROUPINGS SPECIFICALLY SELECTED IN THE FIELD BY THE LANDSCAPE ARCHITECT FOR PRESERVATION. AL QUANTITIES BETWEEN PLANS AND PLANT UST AND REPORT ANY CONTRACTOR O VERIFY L Q N 2. ONT T. DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY AND ANY PLANT SUBSTITUTIONS OR CHANGES MUST BE SUBMITTED IN WRITTING FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO ORDERING, 3, PRIOR TO ORDERING AND INSTALLATION A PRE-CONSTRUICTION MEETING SHALL BE HELD BETWEEN THE LANDSCAPE ARCHITECT, OWNER AND LANDSCAPE CONTRACTOR, LANDSCAPE CONTRACTOR TO SCHEDULE MEETING, 4, STABLIZATION MAT SHALL BE APPLIED TO ALL SLOPES EXCEEDING 3:1. ANY PLANTINGS ON STABILIZIED SLOPES SHALL BE CUT INTO MATTING OR OTHERWISE INSTALLED IN A MANNER THAT DOES NOT COMPROMISE THE INTEGRITY OF THE SLOPE. 5. ALL SPECIES SPECIFIED GREATER THAN ONE (1) IN QUANTITY SHALL BE ORDERED FROM A SINGLE SOURCE UNLESS OTHERWISE APPROVED BY THE LANDSCAPE ARCHITECT. 6, CONTACT LANDSCAPE ARCHITECT AT THE TIME THE PLANT MATERIAL IS DELIVERED TO THE SITE TO SCHEDULE AN INSPECTION, LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE .ALL PLANT MATERIAL AT TIME OF DELIVERY, AS WELL AS AFTER INITIAL PLACEMENT OF PRIOR TO INSTALLATION. ALL INSTALLATIONS TO OCCUR FOLLOWING FINAL GRADING OF SITE. IF SCHEDULE PLANT QUANTITIES REQUIRE MULITPLE DELIVERIES, CONTRACTOR SHALL ARRANGE TO HAVE SIMILIAR GROUPINGS, AREAS DELIVERED AT THE SAME TIME IN ORDER THAT PLACEMENTAND INSTALLATION OF DESIGN CAN OCCUR TOGETHER. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF SCHEDULE AT LEAST 2 WEEKS IN ADVANCE. 7. AFTER INITIAL PLACEMENT OF PLANT MATERIAL BY THE CONTRACTOR THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REEVALUATE AND ADJUST, IF NECESSARY. 8. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING, BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING; FERTILIZING, ETC.) OF PLANTING AREAS & LAWNS UNTIL THE WORK IS ACCEPTED IN TOTAL BY THE LANDSCAPE ARCHITECT AND THE OWNER. CONTRACTOR TO PRUNE ALL PLANT MATERIAL PRIOR TO SUBSTANTIAL COMPLETION IN A FASHION THAT RESEMBLES EACH SPECIES NATURAL SHAPE UNLESS OTHERWISE NOTED ON THE PLANS, 9. THE LANDSCAPE CONTRACTOR SHALL COMPLETELY GUAIRANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE (1) YEAR BEGINNING AT THE DATE OF SUBSTANTIAL. COMPLETION. THE LANDSCAPE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS BEFORE OR AT THE END OF THE GUARANTEE PERIOD (AS DIRECTED BY THE OWNER). THE LANDSCAPE ARCHITECT WILL APPROVE THE STAKED LOCATION OF ALL PLANT MATERIAL PRIOR TO INSTALLATION, ANY PLANT MATERIAL WHICH DIES, TURNS BROWN OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE & REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS, THE LANDSCAPE ARCHITECT MAY AT HIS/HER DISCRETION AND ONLY UNDER UNIQUE CIRCUMSTANACES WILL ACCEPT SUBSTITUTIONS UPON WRITTEN NOTICE BY THE LANDSCAPE CONTRACTOR STATING THE REASONS FOR WHICH THE SUBSTITUTION SHOULD BE CONSIDERED AND GRANTED. 10, AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES 1N LEAF SHALL BE ACCLIMA T ED FOR TWO (2) WEEKS UNDER A MIST SYSTEM PRIOR TO INSTALLATION: ANY BARE ROOT STOCK SHALL BE SOAKED IN LIQUID ROOT STIMULUS SOLUTION FOR ONE-HALF HOUR: AT DOUBLE �'iTRENGTH AND GENTLY PRUNED PRIOR TO PLANTING TO ENCOURAGE NEW ROOT GROWTH. 11, STANDARDS SET FORTH IN'AMERICAN STANDARDS FOR NURSERY STOCK' REPRESENT GUIDELINE SPECIFICATIONS AND CONSTITUTE MINIMUM QUALITY REQUIREMENTS OF THE PLANT MATERIAL FOR THIS PROJECT, 12. SOD AND SEED SHALL BE A TALL FESCUE BLEND, NOTIFY LANDSCAPE ARCHITECT OF MIXTURE PRIOR TO ORDERING FOR APPROVAL, 13, MULCH SHALL BE PLACED IN PLANTERS, PLANTING BEDS AND AROUND ALL INDIVIDUAL PLANTS NOT LOCATED IN PLANTING BEDS. MULCH SHALL BE DOUBLE SHREDDED DAR HARDWOOD AND APPLIED 2 -INCHES (2') IN DEPTH BY THE LANDSCAPE CONTRACTOR UNLESS OTHERWISE NOTED ON THE DRAWINGS. MULCH RINGS AROUND INDIVIDUAL TREES SHALL BE A MINIMUM OF 36 -INCHES (36)1N DIAMETER. 14. THE LANDSCAPE CONTRACTOR SHALL CLEAR ADN GRUB ALL WEEDS, DEAD TREES, TREES 1 -INCH (1") CALIPER OR LESS AND OTHER SELECTED UP TO 6 -INCH (6") CALIPER AS DETERMINED IN THE FIELD BY THE LANDSCAPE ARCHITECT IN THE TREE SAVE/PRESERVATION AREAS INDICATED ON THE DRAWINGS. 2-3 INCHES OF THE SPECIFIED MULCH SHALL BE SPREAD OVER THE ENTIRE CLEARED AREA OR TO THE LIMITS DESIGNATED BY THE LANDSCAPE ARCHITECT IN THE FIELD SO THAT A "NATURAL AND UNDISTURBED" CHARACTER IS REESTABLISHED. LANDSCAPE CONTRACTOR SHALL NOTIFY AND VERIFY SCOPE OF WORK WITH THE LANDSCAPE ARCHITECT PRIOR TO START OF CLEAN AND MULCH WORK. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL DEBRIS FROM CLEAN-UP EFFORTS FROM THE SITE. 15. ALL TREES AND SHRUBS SHALL BE ALLOWED TO REACH MATURE HEIGHT. ANY ROUTINE PRUNING SHALL BE DONE ONLY FOR CORRECTIVE MEASURES. 16. INSTALLATION OF ALL TREES SHALL BE DONE AT THE APPROPRIATE TIME SUITABLE FOR THE SPECIFIC SPECIES, CONTRACTOR TO DETERMINE EXACTLY WHEN THIS SHALL BE DONE. 17, IRRIGATION DESIGN AND IMPLEMENTATION SHALL BE AT THE OWNER'S REQUEST. ANY CONTROL BOXES SHALL BE PLACED DISCREETLY AND OUT OF GENERAL SIGHT OF THE PUBLIC, CONTRACTOR TO DISCUSS POSSIBLE LOCATIONS WITH LANDSCAPE ARCHITECT PRIOR TO DESIGN AND INSTALLATION. 18. 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. GENERAL LANDSCAPE NOTES GENERAL NOTES: 1, SEE SPECIFICATIONS FOR DRAINAGE TEST REQUIREMENTS PRIOR TO PLANTINGS (SECTION 02900). IF NO SPECIFICATIONS ARE AVAILABLE CONSULT LANDSCAPE ARCHITECT. 2, DO NOT ALLOW AIR POCKETS TO FORM WHEN BACKFILLING. 3. IMMEDIATELY SOAK WITH WATER. 4. DO NOT BREAK ROOTBALL. 5. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATIONS WHERE SOIL CHARACTERISTICS ARE NOT AGREEABLE OR WHERE CONDITIONS RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY. 6. CONTRACTOR TONOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE CAUSED BY OR INCURRED DURING INSTALLATION, 7. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND/OR SPECIFICATIONS. PLANTING NOTES: 1. EXCAVATE ROOTBALL PIT. 2. ADD EXCAVATED SOIL & TAMP. SET TREE SQ THAT TOP OF ROOTBALL IS 24" HIGHER THAN FINISHED GRADE, 3. BACKFILL WITH SPECIFIED SOIL MIX AND WATER IN THROUGHLY. 4, FINISH BACKFILLING, CONSTRUCT PIT ON LOWER SIDE (BY TRENCHING) AND ADD MULCH. 5. STAKE AND GUY SECURELY ACCORDING TO STAKING OPTIONS. CULTIVATE S LANDSCAPE. A MINIMUM D 12"; TYP, SAME AS BELOW MULCH LAYER (AS SPECIFIED) FINISHED GRADE PLANTING SOIL MIX (AS SPECIFIED) EDGE OF LANDSCAPE AREA, PAVEMENT EDGE OR tear ray rwn NOTES: 1. SET TREE PLUMB PRIOR TO STAKING, 2. GRADES NOT TO EXCEED 3:1 SLOPES, 3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 4. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND/OR SPECIFICATIONS. SEE DETAIL FOR SUITABLE TREE OPTIONS 17 TRENCH EDGE A ENTIRE AREA TO MULCHED REFER TO TREE ROOTBALL PIT DETAIL 17 E 17 TREE PLANTING SECTION, PLAN SECTION .CH LAYER TIVATED SOIL NOTES: 1, SET S TO PRIOR TREE PLUMB TAKING. 2. GRADES NOT TO EXCEED 3:1 SLOPES. 3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 4. CONTRACTOR -10 NOTIFY LANDSCAPE ARCHITECT OR ANY SITUATION INHERE SITE CONDITIONS OR SOIL CHARACTERISTICS ARE NOT AGREEABLE TO THESE PLANTINGS CRITERIA OR RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY. 5, CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR INCURRED DURING PLANT INSTALLATION. 6. ALL STAKING TO BE PLACED OUTSIDE LIMITS OF TREE PIT, 7. ALL GUYING TO BE ENCASED AND SECURED TO THE PLANT IN RUBBER HOSE (OR EQUAL). OPTION 2: DIAGONAL STAKING (FOR EVERGREENS C (1) STAKE & GUY PER OPTION 1: VERTICAL STAKING (2) STAKES & GUYI NC TREE. SET STAKES 1; AROUND THE TREE. GUYING A MININUM C HEIGHT OF TREE ANC THE LOWEST BRANCI TREE rS°S IN OPTION SECTION, FLAN CAN') I IIVta UVIVUI I IUIVJ FULL BENCH OPTION #1 ..J.✓s. � � un � `v vvi� i 1ii7a • • #.. i ,Ira ► -• • s a-- r • r■ .. a r 1 i• NOTES: FULL BENCH OPTION #2 1.RAIL TO RESEMBLE APPALACHIAN CHARACTER NATURE TRAIL DETAIL AIL L-002 N.T.S. S-009 N.T.S. NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. 2, GRADES NOT TO EXCEED 3:1 SLOPES. 3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT: ALL MULCH SHALL BE A ECACCORDING TO THE PLANS AND/OR �, S SPECIFIED IED IF R SPECIFICATIONS. STAKES ON "HIGH" - SIDE OF TREE ONLY. SEE DETAIL FOR SUITABLE TREE STAKING OPTIONS FINISHED GRADE. REFER TO TREE ROOTBALL PIT DETAIL 17 COMPACT EXCAVATED SOIL TO -- FORM ROOTBALL PIT ON DOWNHILL SIDE OF PLANTING AREA TREE PLANTING ON SLOPES SECTION, SPL %W ULCH LAYER w L-003 N.T.& CIVIL ENGINEERS f LANDSCAPE ARCHITECTS 1 224 COURT SQUARE CHARLOTTESVILLE, t'aI vI� NIA 2.290- PH434-295-4005 FAX 434-295m2103 LTH OF ALM. Franklin U. No. 35326 -7-04 , b T01VAL V� Steven W. Edwards Lic. No, 0931 gro NDSCNT� SCALE: AS SFIOVVN ISSUED: 11/06/06 DRAWN N Bio SWE REVISIONS, 0, 11-6-06, INITIAL SUBMITTAL L 12-14-06, AIB COMMENTS 2, 12-21-06, ACSA COMMENTS 3. I�®� , CCaLjll s a a_01*1 a1E � a 0 All rights rgsaroed. No part of the material protected by this copyright (plans, ideas, designs, sectians or details expressed on fheso plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, ar by any oth�rr mems of retrieval system without written pemiissian from Terra Conc�pfs, P.G. Atso, these plans may not be assigned to a third party withput first written authorization of Terra Concepts, P.C. C� 7ERFiA CONGEpTS, P.C, a r i YY + - ` i aii • •" a 4 r • • 1 r �1 i + • •+ir -•• :a I - • �tl�-_ i i i • . 0:17 Wj"A zg ` ` 'iia: i •"' • : •! % � it .;.+�, i lira r • ar • � a r a` i I I'�&I Ingl NOTES: 1. SET TREE PLUMB PRIOR TO STAKING, 2. GRADES NOT TO EXCEED 3:1 SLOPES, 3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 4. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND/OR SPECIFICATIONS. SEE DETAIL FOR SUITABLE TREE OPTIONS 17 TRENCH EDGE A ENTIRE AREA TO MULCHED REFER TO TREE ROOTBALL PIT DETAIL 17 E 17 TREE PLANTING SECTION, PLAN SECTION .CH LAYER TIVATED SOIL NOTES: 1, SET S TO PRIOR TREE PLUMB TAKING. 2. GRADES NOT TO EXCEED 3:1 SLOPES. 3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 4. CONTRACTOR -10 NOTIFY LANDSCAPE ARCHITECT OR ANY SITUATION INHERE SITE CONDITIONS OR SOIL CHARACTERISTICS ARE NOT AGREEABLE TO THESE PLANTINGS CRITERIA OR RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY. 5, CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR INCURRED DURING PLANT INSTALLATION. 6. ALL STAKING TO BE PLACED OUTSIDE LIMITS OF TREE PIT, 7. ALL GUYING TO BE ENCASED AND SECURED TO THE PLANT IN RUBBER HOSE (OR EQUAL). OPTION 2: DIAGONAL STAKING (FOR EVERGREENS C (1) STAKE & GUY PER OPTION 1: VERTICAL STAKING (2) STAKES & GUYI NC TREE. SET STAKES 1; AROUND THE TREE. GUYING A MININUM C HEIGHT OF TREE ANC THE LOWEST BRANCI TREE rS°S IN OPTION SECTION, FLAN CAN') I IIVta UVIVUI I IUIVJ FULL BENCH OPTION #1 ..J.✓s. � � un � `v vvi� i 1ii7a • • #.. i ,Ira ► -• • s a-- r • r■ .. a r 1 i• NOTES: FULL BENCH OPTION #2 1.RAIL TO RESEMBLE APPALACHIAN CHARACTER NATURE TRAIL DETAIL AIL L-002 N.T.S. S-009 N.T.S. NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. 2, GRADES NOT TO EXCEED 3:1 SLOPES. 3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT: ALL MULCH SHALL BE A ECACCORDING TO THE PLANS AND/OR �, S SPECIFIED IED IF R SPECIFICATIONS. STAKES ON "HIGH" - SIDE OF TREE ONLY. SEE DETAIL FOR SUITABLE TREE STAKING OPTIONS FINISHED GRADE. REFER TO TREE ROOTBALL PIT DETAIL 17 COMPACT EXCAVATED SOIL TO -- FORM ROOTBALL PIT ON DOWNHILL SIDE OF PLANTING AREA TREE PLANTING ON SLOPES SECTION, SPL %W ULCH LAYER w L-003 N.T.& CIVIL ENGINEERS f LANDSCAPE ARCHITECTS 1 224 COURT SQUARE CHARLOTTESVILLE, t'aI vI� NIA 2.290- PH434-295-4005 FAX 434-295m2103 LTH OF ALM. Franklin U. No. 35326 -7-04 , b T01VAL V� Steven W. Edwards Lic. No, 0931 gro NDSCNT� SCALE: AS SFIOVVN ISSUED: 11/06/06 DRAWN N Bio SWE REVISIONS, 0, 11-6-06, INITIAL SUBMITTAL L 12-14-06, AIB COMMENTS 2, 12-21-06, ACSA COMMENTS 3. I�®� , CCaLjll s a a_01*1 a1E � a 0 All rights rgsaroed. No part of the material protected by this copyright (plans, ideas, designs, sectians or details expressed on fheso plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, ar by any oth�rr mems of retrieval system without written pemiissian from Terra Conc�pfs, P.G. Atso, these plans may not be assigned to a third party withput first written authorization of Terra Concepts, P.C. C� 7ERFiA CONGEpTS, P.C, CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQVARE CHARLOTTESVILLE, VIRGINIA 22902 PH, 434-295-4005 FAX 434-295-2103 0 TH OP Ca an rankh 11c. No. 35326 tj Steven W. Edwards Lie. No. 0931 scsy SCALE: V9 = 209 ISSUED: 11/06/06 DRAWN BY SWE REVISION& 0. 11-6,06, INITIAL SUBMITTAL 1. 12-14-06, ARB COMMENTS 2, 12-21-06, ACSA COMMENTS 3 — – – D – "TS 13. 12-27-06 COUN 1. A �-kiffiWMEN I D 4< 01-10-07ACSA COMMENTS All rights reserved: No pad of the material protected by this copyright (pians, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized In any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without Written permission from Terra Concepts, P.C. Also, those Plans may not be assigned to a third party without first written authorization of Terra COWiptS, P,C. (D T1514RA CONCEPTS, P.C. Catabg Number O LAimaivIA tlamrJrva- - - ORDERING (Notes Type FEATURES & SPECIFICATIONS A INTENDED USE - Streets, walkways, panting lots and surrounding areas. appropriate line. Order CONSTRUCTION - Rugged,die-cast, single -piece aluminum housing with Segmented Type iII nominal wall thickness of 1/8". Die-cast door frame has impact resistant Architectural Area & Roadway Lighting tempered, glass lens (3/16" thick). Door frame is fully gasketed with one- Series piece tubular silicone and has tool -less entry and resealing. US, Patent No.915 /"04k2 D447,590. Canada Patent No. 94324, I F�� FINISH - Standard finish is dark bronze (DDB) polyester powder finish, with AS2 250M Other architectural colors available. METAL HALIDE OPTICAL SYSTEM - Anodized segmented reflectors for superior unifonniLy 25OW, 324W, 35OW, 40OW and control. Reflectors attach with tool -less fasteners and are rotatable20OW, and interchangeable. Five cutoff distributions available; Type II (roadway), �TM 10' to 35' Mounting Type III (asymmetric), Type IV (forward throw), Type iV (wide, forward throw) PER NEMA twist -lock receptacle only standard and Type V (symmetric square), 347 DSAS2 Decorative straight anm, ELECTRICAL SYSTEM - Ballast is constant -wattage autotransformer bal- 100M 100W MH CYR Black Alzak 3 d 350W require Super r CWA Pulse Start ballast last standard. 200W 20W an q p CR Enhanced corrosion resistance DBL Black (must order SCWA option), All ballasts are mounted on a removable power Specifications tray with tool -less latch and have positive locking disconnect plugs. Ballasts Specifications are copper -wound and 100% factory -tested. Porcelain, mogul -base socket EPA: 1.2 112i with copper alloy, nickel -plated screw shell and center contact. UL listed. Length: 28.0 (71.0 cm) D L__::� LA INSTALLATION - Integral arm for pole or wall mounting. Optional mountings Width: 16.5 (41.9 cm) available. Diapth: 8.3 (21.0 cm) LISTING - UL Listed (standard). UL listed suitable for wet locations (damp Weight: 45 lbs (20.4 kg) I — L --------� location listed in lens -up orientation), Weight: 45 lbs (20.4 kg) i — L -- location listed in lens -up orientation). Alll dimensions are inches (centimeters) unless otherwise specified. ORDERING INFORMATION Example; AS2 250M SR4SC 120 SPA SF DNA LPI Choose the boldface catalog nomenclature that best suits your needs and write it on the SCWA Super CWA Pulse Start ballast appropriate line. Order accessories as separate catalog number, Segmented Type iII AS2400M SR4W TB SPA, DM19AS_ PEI, HS, DB Series Uo Rage M ting I _ Options AS2 200M 120 SPA Square pole mounting (std) Shipped Installed Architectural Colors' AS2 250M 2082 RPA Round pole mounting SF Single fuse (120, 277, 347, n/a TB) Standard Colors AS2 320M 2402 WBA Wail bracket (up or down)4 DF Double fuse (208, 240, 48OV, n1a TB) I DDB Darkbronze AS2 354M 5 Mast Nest a nn adapters 277 ASKMA2 p PER NEMA twist -lock receptacle only standard ASZ 400MI 347 DSAS2 Decorative straight anm, (no photocontrol) DWH White 100M 100W MH CYR Black Alzak 4802 square pole only' CR Enhanced corrosion resistance DBL Black standard. 200W 32DSuper q pW and 350W require S WA Pulse Start ballast last a C TB3 DCAS2 Decorative curved awn, QRS Quartz restrike system (25OW Textured Colors Specifications square pole only' maximum, lamp not included) DSPD Dark gray are copper -wound and 100% factory -tested. Porcelain, mogul -base socket EPA:12 ft2 HS Houseside shield (SR2, SR3, SR4W) DSPJ Light gray EC Emergency circuit Distribution SR2 Segmented Type II SCWA Super CWA Pulse Start ballast roadway SR3 Segmented Type iII LILP Less lamp asymmetric SR4SC Segmented Type IV PEI NEMA twist -lock PE (120, 208, 24OV) DSPF Rust forward throw, sharp SUPPLIER: cutoff SR4W Segmented Type IV wide, Sales, 804.358.2300 forward throw SR5S Segmented Type V pat Morgan square EC Emergency circuit DBLB Black TP Tamper proof DWHGWhite SCWA Super CWA Pulse Start ballast DBNH Dark bronze LPi Lamp included as standard DSPE Green LILP Less lamp DSPG Dark red Shipped Separately6 DSPH Red PEI NEMA twist -lock PE (120, 208, 24OV) DSPF Rust PE3 NEMA twist -lock PE (347V) SUPPLIER: PE4 NEMA twist -lock PE (48OV) Illumination Concept & PEI NEMA twist -lock PE (277V) Sales, 804.358.2300 AS2VG Vandal guard. SALES REP: SC Shaming Cap for PER option pat Morgan NOTES: 1 Must usereducedjacket lamp ED28. Accessories:T enon Mounting P ntin Sli fitter 2 Can ultfactorlforavailabilit in Canada. — 3 Optional multi -tap ballast (120,208, 240,277V) (120,277, Order as separate cata'ognumber, Only availabrewithRPA option. 347 V in Canada). 4 Mounted inlens-up orients ion, fixture is damp location listed. Number of fixtures 5 Shi wise aratel . Tenon O,D. One TwoO180' Two@90° Three0120°Three@90° Four@90° PP P Y e 6 Maybe ordered as an accessary. 2-3/8' AST20 19v AST20.280 lila AST20.320 lila rite 7 Additional architectural colors available; see 2-718" AST26.100 AST2w280 AST25-290 AST25.320 AST25-390 AST25-490 www.lithonia.com for more information. 4" AST35-190 AST35.280 AST35.290 AST35-320 AST35-390 AST35-490 Outdoor Sheet #: AS2-M AL -130 tz1r�1amm z1a,�r1/rn�i7 Catalog Number ORDERING Notes Type FEATURES & SPECIFICATIONS g INTENDED USE - Streets, walkways, parking lots and surrounding areas. appropriate line. Order CONSTRUCTION -Rugged, die-cast single piece aluminum housing with Segmented Type III nominal wail thickness of 518.Die-cast door frame has impact -resistant, Architertr i Area & Roadway Lighting 9 tempered, glass lens (3116" thick). Door frame is fully gasketed with one- Ift All piece tubular silicone and has tool -less entry and resealing. US. Patent No. Options D447,590, Canada Patent No. 94324. F:�� A Z S FINISH — Standard finish is dant bronze (DDB) polyester powder finish, with AS2 250M other architectural colors available. METAL HALIDE OPTICAL SYSTEM — Anodized segmented reflectors for superior uniformity 20OW, 25OW, 32DW, 350W, 40OW and control, Reflectors attach with tool -less fasteners and are rotatable aTM and interchangeable. Five cutoff distributions available: Type II (roadway), Jq 10' to 35' Mounting Type III (asymmetric), Type IV (forward throw), Type IV (wide, forward throw) 34.7 DSAS2 Decorative straight arm, and Type V (symmetric square). 100M 100W MH CYR Black Alzak ELECTRICAL SYSTEM — Ballast is constant -wattage autotransformer bal- CR Enhanced corrosion resistance DBL Black standard. 200W 32DSuper q pW and 350W require S WA Pulse Start ballast last a C TB' DCAS2 Decorative curved arm, (Must order SCWA option). All ballasts are mounted on a removable Power Specifications tray with tool -less latch and have positive locking disconnect plugs. Ballasts maximum, lamp not included) DSPD Dark gray HS Houseside shield (582 SR3 SR4W) are copper -wound and 100% factory -tested. Porcelain, mogul -base socket EPA:12 ft2 with copper alloy, nickel -plated screw shell and center contact. UL listed. I , Length: 28.0 (71.0 cm) D LKLL INSTALLATION — Integral arm for pole or wall mounting. Optional mountings 'Width: 16.5 (41.9 cm) available. Depth: 8.3 (21.0 cm) LISTING — UL listed (standard). UL listed suitable for wet locations (damp Weight: 45 lbs (20.4 kg) i — L -- location listed in lens -up orientation). _� B. , All dimensions are inches (centimeters) unless otherwise specified. ORDERING INFORMATION Example; AS2 250M SR4SC 120 SPA SF DNA LPI Choose the boldface catalog nomenclature that best suits your needs and write it on the DWHGWhite appropriate line. Order accessories as separate catalog number. Segmented Type III AS2400M SR3 HS TB SPA,, DM19AS PEI, HS, ff@ Se� r e — Voltage Mounting Options AS2 200M 120 SPA Square pole mountirllg (std) Shipped installed Architectural Colors7 AS2 250M z o 208 RPA Round pole mouCrmn ,g SF Single fuse (120, 277, 347, n/a TB) Standard Colors AS2 320M 2402 WBA Wail bracket (up or (down)4 OF Double fuse (208, 240, 48OV, n/a TB) DDB Dark bronze T AS2 354M 5 ?77 ASKMA2 Mast arm adapter PER NEMA twist -lock receptacle only standard AS2400MI 34.7 DSAS2 Decorative straight arm, (no photocontrol) DWH White 100M 100W MH CYR Black Alzak 9802 square pole on)y' CR Enhanced corrosion resistance DBL Black tray with tool -less latch and have positive locking disconnect plugs. Ballasts TB' DCAS2 Decorative curved arm, QRS Quartz restrike system (25OW Textured Colors EPA 1.2 ft2T square pole only' maximum, lamp not included) DSPD Dark gray HS Houseside shield (582 SR3 SR4W) DSPJ Light gray Distribution SR2 Segmented Type II DWHGWhite roadway SR3 Segmented Type III DSPE Green asymmetric SR4SC Segmented Type IV DSPH Red forward throw, sharp DSPF Rust cutoff SR4W Segmented Type IV wide, Illumination Concept & forward throw SR5S Segmented Type V SALES REP: square DSPJ Light gray EC Emergency circuit DBLB Black TP Tamper proof DWHGWhite SCWA Super CWA Pulse Start ballast DBNH Dark bronze LPI Lamp included as standard DSPE Green LILP Less lamp DSPG Dark red Shipped Separately6 DSPH Red PE1 NEMA twist -lock PE (120, 208, 24OV) DSPF Rust PE3 NEMA twist -lock PE (347V) SUPPLIER: PE4 NEMA twist -lock PE (48OV) Illumination Concept & PEI NEMA twist -lock PE (277V) Sales, 804.358.2300 AS2VG Vandal guard SALES REP: SC Shorting Cap for PER option Pat Morgan NOTES: Notes (Type j 1 Must usereducedjacketlamp ED28. Accessories: Tenon Mounting S1iP Fitte r 2 onsutfacto for in Canada. C 1 nJ Y appropriate line. Order 3 Optional multi -tap ballast (120,208,240,277\)(120,277, 347 V in Canada). Order as separate catalog number. Only available with RPA option. 4Mounted in lens -up orientaion, fixture is damp location listed. Numberoffixtures 5 Shippedseparately. Tenoln O.D. One Two9180° Two0901 Three@120°Three9901 Four@90° 6 Maybe ordered as an accessory. 2-3/8" AST20-190 AST20-280 lila AST20-320 n/a lila 7 Additional architectural colors available;see S 2 - 0 AST25-490 2-718" AST25.190 A T 5 20 AST25-290 AST25-320 AST25-39 0 AS 25 490 www.Iithonia.comfor more information. 4" AST35-190 AST35-280 AST35-290 AST35-320 AST35-390 AST35-490 Outdoor Sheet #: AS2-M AL -130 Catalog Numher 0 F L11,falajv1A ,Itla �'r1N.a° ORDERING Notes (Type j FEATURES & SPECIFICATIONS D If INTENDED USE - Streets, walkways, parking lots and surrounding areas. appropriate line. Order CONSTRUCTION- Rugged, die-cast, aluminum housing with Segmented Type III nominal wall thickness of 118".Die-cast door frame has impact -resistant, Architectural Area & Roadway Lighting 9 tempered, glass lens (3/16" thick). Door frame is fully gasketed with one- piece tubular silicone and has tool -less entry and resealing. US. Patent No, Series D447,590. Canada Patent No. 94324. Options FINISH — Standard finish is dark bronze (DDB) polyester powder finish, with rfs:��AS2 other architectural colors available. METAL HALIDE OPTICAL SYSTEM — Anodized segmented reflectors for superior uniformity 25OW, 32DW, 35OW, 40OW and control. Reflectors attach with tool -less fasteners and are rotatable20OW, and interchangeable. Five cutoff distributions available: Type 11 (roadway), K I jTV 10' to 35' Mounting Type III (asymmetric), Type IV (forward throw), Type IV (wide, forward throw) _ and Type V (symmetric square). (standard) to d PER NEMA twist -lock receptacle only ( ) ELECTRICAL SYSTEM - Ballast is constant -wattage autotransformer bal- 347 DSAS2 Decorative straighit arm, last standard. 200W 32DW and 3 re Super CWA Pulse Start ballast 5 W require q 100M 100W MH CYR Black Alzak a re mounted on a removable ower {must order SCWA option}. All ballasts a m P Specifications tray with tool -less latch and have positive locking disconnect plugs. Ballasts TB3 DCAS2 Decorative curved) arm, are copper -wound and 100% factory -tested. Porcelain, mogul -base socket EPA 1.2 ft2T with copper alloy, nickel -plated screw shell and center contact UL listed. Length: 28.0 (71.0 cm) D LEcf � INSTALLATION — Integral arm for pole or wall mounting. Optional mountings Width: 16.5 (41.9 cm) available. Depth: 8.3 (21,0 cm) _ LISTING — UL listed (standard). UL listed suitable for wet locations (damp Weight: 45 lbs (20.4 kg) i L -----d location listed in lens -up orientation). LU Cast -aluminum Canadian Standards (see Options). All dimensions are inches (centimeters) unless otherwise specified. ORDERING INFORMATION Example; AS2 250M SR4SC 120 SPA SF DNA LPi Choose the boldface catalog nomenclature that best suits your needs and write it on the SCWA Super CWA Pulse Start ballast appropriate line. Order accessories as separate catalog number. Segmented Type III AS2250M SR2 TB SPA,, DM19AS PEI, HS, DB Series VoltageMounting Options AS2 200M 120 SPA Square pole mounting (std) Shipped Installed Architectural Colors? AS2 250M 2082 RPA Round pole mounting SF Single fuse (120, 277, 347, n/a TB) Standard Colors AS2 320M 2402 WBA Wall bracket (up o)r down)4 OF Double fuse (208, 240, 4SOV, ria TB) DOB Darkbronze A52 350M 77 ASKMA2 Mast arm oda ter 5 2 p (standard) to d PER NEMA twist -lock receptacle only ( ) AS2 400M1 347 DSAS2 Decorative straighit arm, (no photocontrol) DWH White 100M 100W MH CYR Black Alzak 4802 square pole only. CR Enhanced corrosion resistance DBL Black able operation. Electrical components are tray -mounted withqulck- i - � TB3 DCAS2 Decorative curved) arm, QRS Quartz restrike system (25OW Textured Colors 42° square pole only6 maximum, lamp not included) DSPD Dark gray copper allay, nickel -plated shelf and center contact. H24 Overall height 24" H5 Houseside shield (SR2 SR3, SR4W) DSPD Light ra gray EC Emergency circuit Distribution SR2 Segmented Type 11 SCWA Super CWA Pulse Start ballast roadway SR3 Segmented Type III LILP Less lamp asymmetric SR41SC Segmented Type IV PE1 NEMA tvvist-lock PE (120, 208, 24OV) DSPF Rust forward throw, sharp SUPPLIER: cutoff SR4W Segmented Type IV wide, Sales, 804.358,2300 forward throw SR5S Segmented Type V Pat Morgan square EC Emergency circuit DBLB Black TP Tamper proof DWHGWhite SCWA Super CWA Pulse Start ballast DBNH Dark bronze LPI Lamp included as standard DSPE Green LILP Less lamp DSPG Dark red Shipped Separatelys DSPH Red PE1 NEMA tvvist-lock PE (120, 208, 24OV) DSPF Rust PE3 NEMA twist -lock PE (347V) SUPPLIER: PE4 NEMA twist lock PE (48" Illumination Concept & PEI NEMA twist -lock PE (277\) Sales, 804.358,2300 AS2VG Vandal guard SALES REP: SC Shorting Cap for PER option Pat Morgan NOTES: 1 Must use reduced jacket lamp E028. 2 Consult factory for availability in Canada. Accessories: Tenon Mounting Slipfitter 3 Optional.multi-tap ballast (120,208,240,277V) (120,277, Order as separate catalog number. Only available with RPAoption. 397 V in Canada). 4 Mounted intens-up orientaion, fixture is damp location lis -ted. Numberoffixtures 5 Shippedseparately. Temon D.D. One Tw00180° Two@90° Three@120°Three090° Four990° - 4 1 '2-318" AST20-190 AST2828 n a AST20-328 lila n/a 6 Maybe ordered as an accessory. 7 Additional architectural colors available; see 2-718" AST25-190 AST25-280 AST25-290 AST25-320 AST25-390 AST25-490 www.lithonia.comfor more information. 4" AST35-190 AST35-280 AST35.290 AST35-320 AST35-390 AST35-490 Outdoor Sheet #: AS2-M AL -130 Catalog Number fA,L,1r,v=jv1A,L1v,ffr1jvv- - ---- NotesType 120 LPI,H36 DB FEATURES & SPECIFICATIONS I I U INTENDED U walkways, USE - Use for walkwa s plazas or pedestrian areas VoltageF CONSTRUCTION - Extruded, one-piece aluminum, 0:156" wail thickness. Architectural Bollards Top cover is .156" wall cast aluminum, When louvers are used, top is Shipped installed in fixture secured to housing with three concealed Allen screws. 42' overall height 70S 7OW HPS R5 Type V distribution standard. Closed -cell EPDM gasketing is included. K B [36'8 FINISH - Standard finish is dark bronze (DDB) polyester powder, electro- 1005 100W NPS Optional Cylindrical statically -applied and oven -cured. Other colors available as options. only, not available with TB) OPTICAL SYSTEM - Hydroformed, fluted, anodized, aluminum upper refiec- 8°SOFT CORNER ROUND for combined with spun aluminum, anodized, flared cone is standard. High Pressure Sodium Cylindrical lower reflectors or cast -aluminum louvers also available. Metal Halide Lens is clear, seamless 100% virgin acrylic, 114" wail, flush fitting. I Incandescent Gasketed, fluted, glass enclosure, when louvers are used, W ELECTRICAL SYSTEM - High pressure sodium and metal halide are high, ltb� 100M 100W MH CYR Black Alzak power factor ballasts, 100% coppor wound and factory tested for reli- LPI Lamp included as standard able operation. Electrical components are tray -mounted withqulck- i - � i 180W2 CYG Gold Alzak connect plug and are accessible through bottom of bollard. 42° Porcelain, vertically-oriented, medium -base pulse -rated socket with Lamp not included. CYF Flat black copper allay, nickel -plated shelf and center contact. H24 Overall height 24" INSTALLATION - Four 1/2" x 11" with double nuts and washers, (shipped Louvers separately). 4-1/2" bolt circle template included. H30 Overall height 39' LISTING - UL listed for wet locations. Listed and labeled to comply with LU Cast -aluminum Canadian Standards (see Options). H36 Overall height 36' r 0 DGC Charcoal gray _� B. , Weight: 25.1-34.9 His (11,4-55.9 kgs) ORDERING INFORMATION Choose the boldface catalog nomenclature that best suits your needs and write It on the appropriate line. Order accessories as separate catalog number. Example: K13D8 50S 85120 SF DDB LPI KSDB 32TRT 116, LV 120 LPI,H36 DB Series F Wattage Reflector Llf �>II��I° �J �� 9��rC_�LIGHT 175 M 12 �r VoltageF Options KBOO 50S 6OW HPS Standard Flared Cone 120 Shipped installed in fixture Architectural Colors (powder finish)7 70S 7OW HPS R5 Type V distribution 208 SF Single fuse (120, 277, 347V WDEET 1005 100W NPS Optional Cylindrical 248 only, not available with TB) DDB Dark bronze (standard) QEM - Quartz Emergency' 1505 150W HPS Reflectors 2741 DF Double fuse (208, 240 only, not EP -HL - HIAO Ballast'" 150.150 12-120 70M 70W MH' CYA Specular Alzak3 347 available with TB) DBL Black 100M 100W MH CYR Black Alzak TBI LPI Lamp included as standard Classic Colors i 180W2 CYG Gold Alzak 350-350" L{LP Less lamp DMB Medium bronze Lamp not included. CYF Flat black A E K I STM H24 Overall height 24" DNA Natural aluminum Louvers available. H30 Overall height 39' DSS Sandstone LU Cast -aluminum location listed in lens -up orientation). H36 Overall height 36' r 0 DGC Charcoal gray louvers FD Festoon outlet DT G Tennis green *Use with 120,277 and 347 volt. FG Grourid-uit festoon outlet DHR Bright red AccessoriesPC Specifications Polycarbonate lens 6 Field -Installed. order as separate catalog number. SCL Scribed lens6 DSB Steel blue 118S Half -shield for 8" rourid(i mardacturer's warnings and inwtictio s, XT Diode (incandescent only) Mogul base lamp only. Length: 28.0 (71.0 cm) CR Enhanced corrosion e�ssories are field installed. 'Width: 16.5 (41.9 cm) resistance SUPPLIER: (Depth: 8.3 (21.0 cm) NOTES: CSA Listed and labeled to comply 45 lbs (20.4 kg) Illumination Concept & 1 Use coated lamp with motto halide sources. with Canadian Standards (120, Sales, 804.368.2300 All dimensions are inches (centimeters) unless otherwise specified. 2 Incandescent available in 1'AV only. 277, 347V only) ® s trademark of ALCOA. 3 Alzak Isarg registered fired m SALES REP: 4 347V not available in 50S. Pat Morgan 5 Optional muttl-tap ballast ti20, 208, 240, 277VI. 6 Not available with LV optfoo. , Addli-lanal archttecturai colf,,_- . ,allable; =o „rchitactu al Colors, brochure form no, 794.3, Outdoor Sheet#; K8D8-S-M-1 SL -305 �. �I..a�IGHT FUXT°Ji1L RE 9A9 .0 Llf �>II��I° �J �� 9��rC_�LIGHT 175 M 12 �r ��I�"1i°1�� LIGHT 1�'��C�J�1� I�9 Ji ��° �I'Ica �� T`ETA QVDETAIL WDF- Wired Double Fuse" WDEET IL JOB NAME BiRCHWOOD PLACE TYPE E / F DARK BRONZE FINISH ORDERING MATRIX SAIVIPLE CATALOG NUMBER: RDS40OM12-SFS138C-Q 805 4 175 M 12 �r FIXTURE (AMP SOURCE I RDS M - Metal Halide W - Lane provided in fixture S - High Pressure S PSC - Pulse Stan CWA Ballast Sodium WDF- Wired Double Fuse" P - Pulse Start Metal WSF - Wired Single Fuse" Halide (Ballast Q - Quartz Standby" option moist also QEM - Quartz Emergency' be specified) QTD - Quartz Time Delay's V ATTAGE VOLTAGE EP -HL - HIAO Ballast'" 150.150 12-120 NFZ - Non-food zone 175.1754 20-208 2W - 2 -way gasketing 200- 200" 24 -240 3U! - 3 -way gaskeGng 250-250 27 - 277 HOR - Horizontal Larnp 320 - 3200 34 -347 EP- Encased & Potted Ballast" 350-350" EC -Wired for Electro -Connect 400-4001 ACCESSORIES (order separately) FMK -22 - Flange Mounting Kit RECESSED 2X2 STATIC LENSED 150-400 want Metal Halide 150-250 watt High Pressure Sodium 150-400 watt Pulse Start Metal Halide High levels of good illumination make this aesthetically appealing Designier 2'X2' recessed H.I.D. Luminaire well suited forr use in retail stores, shopping centers, lobbi+es and auditoriums. - SFA 134$C - I LP IQ ENCLOSURE I OP -TIONS tasld as suffix) SFS - State Flat Steel CUL - UL Listed to meet CSA SFA • StaGc Fiat Aluminum standards SRS - Static Regressed Steel W - Lane provided in fixture SRA -Static Regressed Aluminum S PSC - Pulse Stan CWA Ballast WGD - SRA w/wireguard WDF- Wired Double Fuse" AS2 200M WSF - Wired Single Fuse" OB Q - Quartz Standby" LENS( QEM - Quartz Emergency' 138C- DB -12 QTD - Quartz Time Delay's 119C- PSI 21'82 EP -HL - HIAO Ballast'" 250 nck NFZ - Non-food zone 73C - Corning 2W - 2 -way gasketing Pattern 73 3U! - 3 -way gaskeGng Glass HOR - Horizontal Larnp 187C-.187 thick EP- Encased & Potted Ballast" Pattern 12 Lens EC -Wired for Electro -Connect is i Wiring System" A E K I STM Foomoms: HS Houseside shield (SR2, SR3, SR4W) DSPJ Light gray 'Not available in High Pressure Sodium. available. 'Pulse Start Metal Halide only. LISTING — UL Listed (standard). UL listed suitable for wet locations (damp "Not available in standard Metal Halide, location listed in lens -up orientation). *Pre -wired by factory. 'Requires. 120 vo it secondary power supply. 'Use with 206 and 240 volt *Use with 120,277 and 347 volt. 'Must specify voltage. oEncased & Potted balloststandard for 208 Specifications and 240 vol. EP srlfix not required for these vvortegoa CorsaRfactory for appropriate EiecUro- wam111% 11fer to and follow ft IMP Conry component mardacturer's warnings and inwtictio s, General Notes; Mogul base lamp only. Length: 28.0 (71.0 cm) Aroptions are factory installed.AI e�ssories are field installed. DIMENSIONS ---- ENERGY DATA NiGH PRESSURE SODIUM I r -t r _1 12.3/4" +' \ 14" 523-9 mm) t (355.6 mm) 1 accessories as separate catalog nrxnber. I i\,Ja ® zl (609.6 mm) I24" O.C. GRiD TEES (609.6 mm) HX BALLAST INPUT WATTS i 150 watt -188 watts I CWA BALLAST INPUT WATTS 200 watt -240 watts 250 watt 295 watts I METAL HALIDE HX BALLAST INPUT WATTS 150 watt 185 watts CWA BALLAST INPUT WATTS 150 watt -189 watts 175 vdatt-210waus, 200 watt -232 watts 250 watt -295 watts 250 watt -288 watts (Pulse Start Meal Halide) 320 watt -368 watts 350 watt -400 watts ' 400 watt -458 watts 400 watt -450 watts (Pulse Start Metal Hatide) CI -14020 AI LIMMVIA A1GHr1� Catalog Number I'm 0 R7 fA 0 M 0 N x ra# Nf 4 C'1 r✓ m 2 0 M 0 ORDERING FEATURES & SPECIFICATIONS Motes Type I G i SCWA Super CWA Pulse Start ballast INTENDED USE - Streets, walkways, parking lots and surrounding areas. accessories as separate catalog nrxnber. Segmented Type IIi ® CONSTRUCTION - Rugged, die-cast, single -piece aluminum housing with PEI, HS, DB Series jj nominal wall thickness of 118". Die-cast door frame has impact -resistant, AS2 200M Architectural Area & Roadway Lighting OB tempered, glass lens (3116" thick). Door frame is fully gasketed with one- 2082 RPA Round pole mountirng SF Single fuse (120, 277, 347, lila TB) Standard Colors � piece tubular silicone and has tool -less entry and resealing. US. Patent No. D447,590. Canada Patent No. 94324. OF Double fuse (208, 240, 480V, Na TB) DDB Dark bronze AS2 277 ASKMA2 Mast arm adapters FINISH - Standard finish is dark bronze (DDB) polyester powder finish, with AS2400M1 347 DSAS2 Decorative straight arm, C other architectural colors available. 4802 square pole only METAL HALIDE = OPTICAL SYSTEM - Anodized segmented reflectors for superior uniformity QRS Quartz restrike system (25OW Textured Colors 200% 25OW, 324W, 35OW, 40OW is i and control. Reflectors attach with tool -less fasteners and are rotatable and interchangeable. Five cutoff distributions available: Type 11 (roadway), A E K I STM 10' to 35' Mounting HS Houseside shield (SR2, SR3, SR4W) DSPJ Light gray Type III (asymmetric), Type IV (forward throw), Type IV (wide, forward throw) available. Depth: 8.3 (21.0 cm) N'L� LISTING — UL Listed (standard). UL listed suitable for wet locations (damp and Type V (symmetric square). location listed in lens -up orientation). ELECTRICALS STEM -Ballast is constant-wattagee a totransformer bal- last standard. 20OW, 32DW and 350W require Super CWA Pulse Start ballast (must order SCWA option). Ail ballasts are mounted on a removable power Specifications tray with tool -less latch and have positive locking disconnect plugs. Ballasts are copper -wound and 100% factory -tested. Porcelain, mogul -base socket EPA: 1.2 ft2 T with copper alloy, nickel -plated screw shell and center contact UL listed. Length: 28.0 (71.0 cm) D LCLLf�)I INSTALLATION - Integral arm for pole or wall mounting. Optional mountings 'Width: 16.5 (41.9 cm) J_ available. (Depth: 8.3 (21.0 cm) LISTING - UL Listed (standard). UL listed suitable for wet locations (damp'Weight: 45 lbs (20.4 kg) �__ L location listed in lens -up orientation). All dimensions are inches (centimeters) unless otherwise specified. I'm 0 R7 fA 0 M 0 N x ra# Nf 4 C'1 r✓ m 2 0 M 0 ORDERING INFORMATION Example: AS2 250M SR4SC 120 SPA SF DNA LPI Choose the boldface catalog nomenclature that best suits your needs and write it on the SCWA Super CWA Pulse Start ballast appropriate line. Order accessories as separate catalog nrxnber. Segmented Type IIi AS2400M SR4W TB SPA, DM28AS PEI, HS, DB Series Unitage Mounting —� Options AS2 200M 120 SPA Square pole mounting (std) Shipped Installed Architectural Colors? AS2 250M 2082 RPA Round pole mountirng SF Single fuse (120, 277, 347, lila TB) Standard Colors AS2 320M 2402 WBA Wall bracket (up or dovvn)l OF Double fuse (208, 240, 480V, Na TB) DDB Dark bronze AS2 350M1 277 ASKMA2 Mast arm adapters PER NEMA twist -lock receptacle only (standard) AS2400M1 347 DSAS2 Decorative straight arm, (no photocontrol) DWH White 4802 square pole only CR Enhanced corrosion resistance DBL Black (must order SCWA option). All ballasts are mounted on a removable power TB3 DCAS2 Decorative curved atrm, QRS Quartz restrike system (25OW Textured Colors square pole only maximum, lamp not included) DSPD Dark gray with copper alloy, nickel -plated screw shell and center contact. UL listed. Length: 28.0 (71.0 cm) Djr HS Houseside shield (SR2, SR3, SR4W) DSPJ Light gray EC Emergency circuit Distribution SR2 Segmented Type II SCWA Super CWA Pulse Start ballast roadway SR3 Segmented Type IIi LiLP Less lamp asymmetric SR4SC Segmented Type IV PEI NEMA twist -lock PE (120, 208, 24OV) DSPF Rust forward throw, sharp SUPPLIER: cutoff SR4W Segmented Type IV wide, Sales, 804.358.2300 forward throw SR5S Segmented Type V Pat Morgan square EC Emergency circuit DBLB Black TP Tamper proof DWHGWhite SCWA Super CWA Pulse Start ballast DBNH Dark bronze LPI Lamp included as standard DSPE Green LiLP Less lamp DSPG Dark red Shipped Separately6 DSPH Red PEI NEMA twist -lock PE (120, 208, 24OV) DSPF Rust PE3 NEMA twist -lock PE (347V) SUPPLIER: PE4 NEMA twist -lock PE (480V) Illumination Concept & PEI NEMA twist -lock PE (277V) Sales, 804.358.2300 AS2VG Vandal guard SALES REP: SC Shorting Cap for PER option Pat Morgan NOTES: 1 Must use reducedjacket lamp ED28. 2 Consult factory for availability in Canada. Accessories, Tenon Mounting Slipfitter 3 Optionaimulti-tap ballast (120,208,240,277V) (120,277, Order as separate catalog number. Only available with RPA option. 347V in Canada), 4 Mounted inlens-uporientaion, fixture isdamp location listed, N umber of fixtures 5 Shipped separately. Tenon O.D. One Two0180° Two@90° Three@120°Three@90' Four@90' 6 May be ordered as an accessory. 2-318" AST20-190 AST20-280 nla AST20.320 lila n/a 7 Additional architectural colors available; see 2-718" AST25-190 AST25-280 AST25-290 AST25-320 AST25-390AST25-490 www.lithonia.com for more information. ,4" AST35-190 AST35-280 AST35-290 AST35-320 AST35-390 AST35-490 Outdoor Sheet#: AS2-M AL -130 ®® y j/� ap �//� � r ®JV,f.A Catalog Number dwl ,blit ,rf,"4 .w► Notes Type FEATURES & SPEC,IFICATIIONS � INTENDED USE — Streets, walkways, parking lots and surrounding areas. Segmented Type IIi CONSTRUCTION — Rugged, die-cast, single -piece aluminum housing with SR4W TB SPA, DM28AS nominal waif thickness of 1/8". Die-cast door frame has impact -resistant, Architectural Area & Roadway Lighting tempered, glass lens (3116" thick). Door frame is fully gasketed with one- piece tubular silicone and has tool -loss entry and resealing. US. Patent No.. Options D447,590. Canada Patent No. 94324. D447,590. AS2 FINISH - Standard finish is dark bronze (DDB) polyester powder finish, with AS2 250M other architectural colors available. METAL HALIDE OPTICAL SYSTEM —Anodized segmented reflectors for superior uniformity 200W, 250W, 324W, 350W, 40OW and control. Reflectors attach with tool4ss fasteners and are rotatable and interchangeable. Five cutoff distributions available: Type II (roadway), 1q E K I TM 10' to 35' Mounting Type III (asymmetric), Type IV (forward throw), Type 1V (wide, forward throw) PER NEMA twist -tock receptacle only (standard) and Type V (symmetric square). 347 DSAS2 Decorative straight arm, ELECTRICAL SYSTEM - Ballast is constant -wattage autotransformer bai- last standard, 200% 32DW and 35OW require Super CWA Pulse Start ballast CR Enhanced corrosion DBL Black (must order SCWA option). All ballasts are mounted on a removable power Specifications tray with tool -less latch and have positive locking disconnect plugs. Ballasts o arecopper-wound and 1001 factory -tested. Porcelain, mo ul-base sacker PP ry 9 EPA: 1.2 ft 2 T� T with copper alloy, nickel -plated screw shell and center contact. UL listed. Length: 28.0 (71.0 cm) Djr INSTALLATION — Integral arm for pole or wall mounting. Optional mountings Width: 16.5 (41.9 cm) available. Depth: 8.3 (21.0 cm) N'L� LISTING — UL Listed (standard). UL listed suitable for wet locations (damp Weight: 45 lbs (20.4 kg) L `I location listed in lens -up orientation). All dimensions are inches (centimeters) unless otherwise specified. ORDERING INFORMATION Example: AS2 250M SR4SC 120 SPA SF DNA LPI Choose the boldface catalog nomenclature that best suits your needs and write it on the SCWA Super CWA Pulse Start ballast appropriate line. Order accessories as separate catalog number. Segmented Type IIi AS2250M SR4W TB SPA, DM28AS PEI, HS, DB Series Voltage Mounting Options AS2 200M 120 SPA Square pole mounting (std) Shipped Installed Architectural Colors? AS2 250M 2082 RPA Round pole mounting SF Single fuse (120, 277, 347, n1a TB) Standard Colors AS2 320M 2402 WBA Wali bracket (up or down)° DF Double fuse (208, 240, 480V, n/a TB) DD5 Darkbronze AS2 360M1 277 ASKMA2 Mast arm adapters PER NEMA twist -tock receptacle only (standard) AS2 400M1 347 DSAS2 Decorative straight arm, (no photocontrol) OWH White 4802 square pole critY5resistance CR Enhanced corrosion DBL Black TB3 DCAS2 Decorative curved arm, QRS Quartz restrike system (25OW Textured Colors square pole only maximum, lamp not Included) DSPD Dark gray HS Houseside shield (SR2, SR3, SR4W) DSPJ Light gray EC Emergency circuit Dlstribuuon SR2 Segmented Type 11 SCWA Super CWA Pulse Start ballast roadway SR3 Segmented Type IIi LILP Less lamp asymmetric SR4SC Segmented Type IV PEI NEMA twist -lock PE (120, 208, 24OV) DSPF Rust forward throw, sharp SUPPLIER: cutoff SR4W Segmented Type IV wide, Sales, 804,358.2300 forward throw SRSS Segmented Type V Pat Morgan square EC Emergency circuit DBLB Black TP Tamper proof DWHGWhite SCWA Super CWA Pulse Start ballast DBNH Dark bronze LPI Lamp included as standard DSPE Green LILP Less lamp DSPG Dark red Shipped Separately6 DSPH Red PEI NEMA twist -lock PE (120, 208, 24OV) DSPF Rust PE3 NEMA twist -lock PE (347V) SUPPLIER: PE4 NEMA twist -lock PE (48OV) Illumination Concept & PEI NEMA twist -lock PE (277V) Sales, 804,358.2300 AS2VG Vandal guard SALES REP: SC Shorting Cap for PER option Pat Morgan NOTES: 1 Must usereducedjacketlamp ED28. 2 Consult factory for availabilityinCanada. Accessories: Tenon Mounting Sliphtter 3 0 tionaimulti-tapbailast(120,208,24Q277V){120,277, Order as separate cataIognumber. Only available with RPAoption. 347\ in Ganada). Number offixtures 4 Mounted inlens-up orientaion, fixture isdamp location listed. 5 Shipped separately. Tenon O.D. One Two©180° Two@90° Three@120°Three@90° Four(9)90° 6 Maybe ordered as an accessory. 2-3/8" AST20-190 AST20-280 n/a AST20-320 lila lila 7 Additional architectural colors available; see 2-7/8" AST25-190 AST25-280 AST25-290 AST25.320 AST25-390 AST25-490 www.lithonia .corn for more informati on. 4" AST35-190 AST35-280 AST35-290 AST35-320 AST35-390 AST35-490 OutdoorSheet A AS2-M AL -130 ��dA� �llL��4J�� JLa9 AND ��9 �� ll�� Ad��J�� 9 (_G� LIGHT FIXTURE 9N rij -1 _ETAIL _%ETAIL K719�) D� 7179 @�� A --t"'." �._*, v�y 7000 SERIES KNUCKLE AND YOKE MOUNT 70 WATT MAX. FLOOD LiGHT DARK BRONZE FINISH DESCRIPTION The 7000 Series Flood Light is a compact:, high performance outdoor fixture accommodating lamps to 70 Watt HID. This unit is designed to provide consistent styling within Hydrel's floodlighting systems. i options, the 7000 greatly variety of distributions and mounting Withav 1 ty g p 9 Y extends the uniform lighting capabilities of lower level floodlights, This fixture is fully sealed and suitable for wet locations. FEATURES &SPECIFICATIONS MATERIAL: Die cast aluminum housing and door, LAMP: IncandeseenC T-4, Mini -canto 100 Watts, Fluorescent: TRT Tripif Tube lamps to 42 Watts. HID: T-6, G12to 70 Watts, E-17 medium base to 70 Watts; Elliptical, E-27 to 80 Watts SOCKET: Incandescent: Mini -can screw base. Fluorescent: 4 -Pin, GX24C base, HID: G-12, medium, or E27 base pulse -rated 4KV. VOLTAGE: See ordering guide DISTRIBUTIONS: TSP-tightspot NHSP-Narrow Horizontal Spot MR -Medium Flood R --Flood REFLECTORS: High purity anodized specular, semi -specular, or patterned lighting sheet in various configurations designed to provide maximum performance and uniformity. LENS: Flattempered glass. MOUNTING: Knuckle oryokemounted (180°vertfcal,360°rotation). Knuckle Mount: Die cast aluminum with 1/2" NPT galvanized nipple, Yoke Mount: Aluminum with 6' of 18-3 STW flexible cord for' S standard, 2.5m of 3GXL0mm H07RN-F cable for European standard. Polymer yoke caps are black finish. GLARE CONTROL: internal glare control elements. External, adjustable barn doors or fixed glare shields available, BALLAST: Integrally mounted ballasts rated for low temperatures, fixtures are 100% factory tested. FiNISH: See ordering guide for colors. FASTENERS: Stainless Steel LISTING: U.L, C.U.L., CE, NEMKO WEIGHT: 20Ibs. EPA: 0.64 NOTE: All lamps must be rased for "Universal Burning Position" because fixture tilt changes lamp orientation. Hydrel is an ISO 9001 ' Certified Manufacturer 02006 Hydrel Rev. 11/1/06 7000 LIGHT FIXTURET i1 k ,ff,� 1 Z�A TYPE I JOB NAME PART NUMBER 7000 42TRT MVOLT FL YM SMSA- BD LPI DDB Mader Lamp Voltage Distribution Mounting Mounting Access. Accessories Options Finish Listing c - nI HYDREL_ _ 1 I-___ 10 1 3 531 ' (29) 0 6) 6" �) o KM Knuckle Mount 13 7/8"5 314, (352) (146) 8 1/4 _ L3Q (210) YM Yoke Mount NOTE: HYDREL RESERVES THE RIGHT TO MODIFY SPECIFICATION WITHOUT NOTICE. Any dimension on this sheet is to be assumed as a reference dimension: "Used for information purposes only. It does not govern manufacturing or inspection requirements." (ANSI Y14.5-1973) APPROVALS 128818radley Ave. Sylmar,CA91342 Phone: 818-362-9465 Fox:818-362-6548 www.itydrel.cam 11 almn � � . CIVILENGINEERS LANDSCAPE ARCHITECTS I224 �®TJ�� St��TA�E CHARLOTTESVILLE, VIRGINIA 22902 PK 434-295-4005 FAX 434-295-2103 LTH of -�r %AI ��4- Ur� an. Fral�klin tic. No. 35326 �3/ ��10- sSIONAL Y � ® i � ,G, Steven W. Edwards g, tic. No. 0931 t �� 4 1 � �NDSCAv�l�> SCANLEa AS SHOWN SSU'AIZ.Dn DRAWN BY SWE 0. 11-6-06, INITIAL SUBMITTAL L 12-14-05, AIB COMMENTS 2. 12-21-06, AOSA COMMENTS '2 11 ;r2-�+�_06, 4�f vTN�x+(��-�vgA��iI�[�+�b�7xE�viiw�sQ.� {'. 01-10-0/, ACA 'L1JdYd1Y33eA'�Ia7 5. 01-31-07, REV. FI'KTURI All rights reserved. No part of the material protected by this copyright (pians, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these pians may not be assigned to a third party without first written authorization of Terra Concepts, P.C. @ TERRA CONCEPTS, P.C. fALITIVAMIA SPECIFICATIONS CONSTRUCTION Weldabia-grade, hot -roiled, commercial -quality carbon steel tubing with e minimum yield of 55,000 psi 01,gaugo), 50,000 psi (7 -gauge), Uniform wall thickness of .125" or .189", Shafts are one -pieta with a longitudinal electric resistance weld, Uniformly square in cross-section with flat sides, small corner radii and excellent torsion. Available shaft widths are 4", 5" and 6". Anchor base is fabricated from hot -rolled carbon steel plate that insets or exceeds a minhnunl yield strength of 36,000 psi. The anchor base is Provided with slotted holes. Base cover is finlshod to match pole, A handhole having nominal dimensions of 3'x 5" for all shafts. Included is n cover with attachment screws. Top cap provided with all drill -mount poles, Fasteners are high-strength galvanized zinc-platad or stainless steel, FINISH --• Dark bronze 1DDB) polyester powder standard. Other architec- tural colors available, Catalog Lumbar Notes Type Anchor Buse Poles SQUARE STRAIGHT STEEL GROUNDING --- A nut holder located immediately inside the handhole rim is SUPPLIER: provided with a 1/2" - 13 UNC ground holt and nut, Illumination Concept & Sales, 804.358.2300 ANCHOR BOLTS — Top protion of anchor bolt is galvanized per ASTM A- 153, Made of steel rod having a minimum yield strength of $6,000 psi. SALES REP: Pat Morgan ORDERING INFORMATION Example: SSS 20 5C DM19 DOB Choote the boldface catalog nomenclature that heatsulto your needs and write it in the appropriate blank. SSS 18/20_ 4C _ OM19 _ EDSL Shtift typo Nominai shaft Norninat shaft base sizeMounting' options length Wali thicknessTenon Monndng Shippedlnstalled Architectural Colors 569 10 - 39 toot (See back pada,} PT Open top UAB LessAnchorBults (powderfinish)' (see back aye.) VD Vibration Damper Standard Colors p TI26 2.31$" 0,0, (2" 12" N TP Tamper Proof DDB Darkbronze The nominal Shaft length misi 'date rmine Ts26 2.7/$" O.D, (2.112 NPS) Hxx+ds HorizontalArm depending on if the pole is mounted on s T3102 3.1/2" O,D, (S NPS) Bracket i1 fixture) DWH White cpncre#e base DEL Black �AlvaHOL ORIENTATION Iv T3162 VO,D•13.1/2 NPS) FDLxxt FaatoonOnfietless OrillMountinga electrical Classic Gal are C OM119 tat 98° FGt.xxt Festoon QFiOutlet 08 Modiumbrohn lesselectricel DNA Natural OM128 23tl8o° 12CPxx4 I/2"Coupling aluminum DM20PL 2atleo°withonesids 34CPxti4 3/ceoupling OSS Sandstone plugged 1CF4tx4 I" Coupling D ' ' B DOC Charooalgray OMi29 2at90° 12NF'xxt 1/2"ThraadedNipple DTG Tennisgrsan OM39 3at9D° 34NRxx4 3(4"ThraadadNipple DER Bri9htred DM+49 4atQo° 1NPxx4 P'ThreadedNipple D$B Steel blue A Aerie Drill Mountings HHxx4,6 Extrohlandhols oM19AS iat90° CALV Galvanized Handhole finish NOTES: OM28AS 20t18Q° 1 When ordering t©non mounting and drill mounting for the same OM29A$ 2at80° pole, folinw this example: DM28/T20, The combination ragWres an OM39AS 3at9o° extra handhole, 3 3-1/2' and 4" tenons available ou 5" and B" ahaits only, OM49AS 4at901 3 The drilling template to be used for a particular luminaire depends on the luminalre that is used, Refer to the Technical Data Section IMPBOTANT INSTALLATION NOTES: of the Outdo0r Binder for Drilling Templates. e Do not erect poles without having fixtures installed. 4 Specify losatlon and orientation when ordering option, For let "x°t Specify the height in feet above base of pole. • Feetory-supplied templates must be used wlton setting anchor Exempla; sfr> s and 2otr = Yd bolts. Lidipma will not accept clalrn for Incotrect anchorage For 2nd 'x": Specify orientation from handhole (A.8,C,D) placement due to failure to use factory template, Ra far to the Handhole Oriontodon diagram on this page, + If polos aro stored outside, all protective wrapping must be 5 Horizontal arm is 18" x 2-3t9. O.D. tenon standard, removed immediately to prevent finish damage, a Combination of tenon -top and drill mount requires extra handhols, o Littanla is not responsible for the inundation design. 7 Additional colors available; see Architectural Colors brochure, ° Installation requires grout to be peeked under base to ensure form no, 794,3, Cilli contact with foundation, Outdoor Sheep#; Pole -SSS PL - 320 LIGHT FIXTURE POLE DETAIL SSS Square Straight Steel Poles Shaft Bolt Boit TECHNICAL INFORMATION Anchor Warehouse Template Base Circle Proleotion Square Bolt Anchor Boit Number Size A EPA OF) with 1.3 lgust C Description Oescriploil 4"0 Catalog Number Nominal shaft len h (feet Pole Shaft Size inxinxftj Wall Thickness inches} Gail e 80 mph Max. wet ht 90 m h ax, we Tightl BoltCircle (inches Boltsizo in,xin, xin, Approximate shipwoight (pounds) SSS 10 4C 10 4.0 x 10,0 0,125 11 316 765 23,6 595 118.9 473 8--9 3/4x 18 x 3 75 SSS 12 4C 12 4.0 x 12,0 0.125 11 24,4 610 18,8 470 1 14,8 370 8--9 3/4x 180 3 90 SSS 144C 14 4,0x10 01125 11 1919 498 151 378 1111.7 293 8--9 8/4x 180 1W SSS 16 4C 16 4.0 x 16,0_ 0,125 11 15,8 388 11,8 2958,8 223 8--9 3/4 x 18 x 3 115_ B4C 18 4,0x 1RD 0, 25 11 12.6 315 92 23 JI 6,7 168 &-9 3 4x l8x3 25 SSS W C SSS 20 4G 20 20 4,0 x 20.0 4.0 x 20,0 0.125 01188 11 7 9.8 16.5 240 415 6.7 1225 167 310 4, 5 9,3 15U 240 B- 9 8--9 314 x 18 X 3 3/4x 30 x 3 140 198 SSS 20 5C 20 5.0 x 20,0 0,125 11 173 443 12,7 343 9,4 235 10--12 1 x 36 x 4 185 SSS 2D M 20 5,0 x 20,0 0.188 7 28.1 703 21 A 535 16.2 405 10--12 1 x 36 x 4 265 SSS 25 4C 25 4,0 x 25,0 0.125 11 0 150 2,6 100 1,O 50 8--9 W x 18K 3 170 SSS 26 4G 25 4,0 x 25,0 0,188 7 10.81 270 7,7 188 5,4 135 8--9 314 x 30 x 3 245 SSS 25 5C 25 5.0 x 25,0 0.125 11 9.8 245 6.3 157 33 150 10--12 1 x 36 x 4 225 SSS 255 5G 25 5,0 x 25,0 0,188 7 18,0 350 12,6 350 9,0 250 10--12 1 x 36 x 4 320 SSS 30 4G 30 4.0 x 30.0 088 7 6,4 160 0 100 2.3 58 8--9 3/4 x 30 x 3 295 SSS 30 LIC 30 5.0 x 30,0 0.125 11 4,7 150 2.0 50 10 12 _ 1 x M x 4 265 SSS 30 5G 30 5,0 x 30,0 0.188 7 10.7 267 6,7 167 3:9 100 10--12 1 x 36 x 4 380 SSS 30 6C 30 6,0 x 30,0 0.188 7 15,7 382 10.2 257 5,4 160 11--13 1 x 36 x 4 520 SSS 315 6G 35 5,0 x 35,0 0,188 7 5.9 150 2,5 100 -- -- 10--12 1 x 36 x 4 440 SSS 35 SG 35 6,0 x 35,0 0,188 1 7 9,5 237 5A 150 1.8 50 11--13 1 x 36 x 4 540 SSS 39 SG 39 6.0 x 39,0 0,188 1 _L _5.1 L128 1.3 33 11--13 1 x 36 x 4 605 Shaft Bolt Boit Base Anchor Warehouse Template Base Circle Proleotion Square Bolt Anchor Boit Number Size A B C Description Oescriploil 4"0 8.1/2" 2-3/4"-4" 8" ABSSS-40 A818.0 PJ50004 4"0 8.112" 2x9/4"4' 8" ABS88-413 A030.0 P450004 5" 10-•f2'"' 3.34,4, 1t" ABSSS-5 A836.0 P,150010 3.3/8"-4" 12-11&" A8886-6 AB36.0 PJ50011 BASE DETAIL 1pn IMPORTANT. ®T ase apaacat,ions are inffindad f ogoqoral PurPoses Only, ' thonta reserves the right to change matarial) or design, without prior notice, i..^, a continuing effort to upgrade ita products, L.ithonia Lighting S®/ ir/ ,%, ®4 IfWAIV 0 11!� AoeHy U01lnn droop, ion, ;� Outdoor Ligating An ��I*amr q, rinoLilhon-922-9,Corr070-ASani2 Phona:779.922-9�n Fdx:770.91$•12a9 In Cenade:1100 50th Avq„ Lachlna, Quebec H8T2V3 Sheet : Dole -SSS 01994 Lithonia Lighting, Rev, 02 Pole-SSS,f'a5 www. ithonlcoom 1, CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLANS AND LIGHTING SCHEDULE AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY AND ANY LIGHTING SUBSTITUTIONS OR CHANGES MUST BE SUBMITTED iN WRITTING FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO ORDERING, 2. REQUEST AND DOCUMENTATION FOR SUBSTITUTIONS MUST BE PROVIDED AND A MINIMUM OF 3 WEEKS PRIOR TO ORDERING. ANY DEVIATIONS OR SUBSTITUTIONS NOT APPROVED BY THE LANDSCAPE ARCHITECT WILL BE AT THE EXPENSE OF THE CONTRACTOR. 3. ELECTRICAL CONTRACTOR MUST VERIFY VOLTAGES AND COORDINATE THiS WITH SUPPLIER PRIOR TO ORDERING. CONTRACTOR TO ALSO SELECT AND DETERMINE TRANSFORMER SIZE(S) APPROPRIATE TO DESIGN AND ALL TRANSFORMERS, UNLESS OTHERWISE SPECIFIED ON DRAWINGS, SHALL BE PLACED DISCREETLY AND OUT OF GENERAL SIGHT OF THE PUBLIC. CONTRACTOR TO DISCUSS POSSIBLE LOCATIONS WITH LANDSCAPE ARCHITECT PRIOR TO DESIGN AND INSTALLATION. 4. LIGHTING CONTRACTOR TO COORDINATE ORDER THROUGH SPECIFIC LIGHTING CONTRACTOR LISTED ON LIGHTING CUT -DETAILS PROVIDED SO THAT SPECIFIC OPTIONS CAN BE DETERMINED AND SPECIFIED AT TIME OF ORDER, CONSULT LANDSCAPE ARCHITECT DURING COORDINATION: 5. CONTRACTOR TO PROVIDE PVC (SCHEDULE 40) SLEEVES WITH PULL WIRES AT EACH LOCATION NECESSARY FOR INSTALLATION OF LIGHTING PLAN. SLEEVES SHALL., BE PLACED PRIOR TO STONE AND ASPHALT PAVING INSTALLATION AND SHALL NOT CONFLICT WITH OTHER UNDERGROUND INFRASTRUCTURE OR SYSTEMS. LIGHTING CONTRACTOR TO CONTRACT GENERAL CONTRACTOR TO DISCUSS AND DETERMINE LOCATIONS. ALL SLEEVING SHALL. BE 3" DIAMETER MINIMUM AND BE EXTENDED BEYOND ANY AND ALL PAVEMENT LiMITS (INCLUDING BACK OF CURB) INTO GRASS AREAS. CONDUIT TO BE PROVIDED BY CONTRACTOR. 6. ALL STANDARD FINISHES SHALL BE DARK BRONZE UNLESS OTHERWISE SPECIFIED ON THE DRAWINGS OR IN THE SPECIFIC LIGHTING CUT -DETAILS PROVIDED ON THE DRAWINGS, T ALL LIGHTS SHALL BE CONTROLLED EITHER BY PHOTOCELL(S) OR TIMER(S) (OR A COMBINATION OF THE TWO). ALL DEVICES SHALL BE PLACED DISCREETLY AND OUT OF GENERAL SIGHT OF THE PUBLIC WHEREVER POSSIBLE. 8. ANY JUNCTION BOXES SHALL BE WATERPROOF. 9. EACH OUTDOOR LUMINAIRE SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND ROADWAYS. ALL SIGN LIGHTING SHALL EMIT LESS THAN 3,000 LUMENS. 10. THE SPILLOVER OF LIGHTING FROM PARKING AREA LIGHTING ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL AND COMMERCIAL AREA ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF ( )/2) FOOT-CANDLE UNLESS AUTHORIZED BY EITHER THE ZONING ADMINISTRATOR (OR HIS DESIGNEE), THE DEVELOPER OR HOME OWNER'S ASSOCIATION (HOA) IN WRITTING, IN MOST CASES, THE ZONING ADMINISTRATOR SHALL GOVERN. 11. ALL PROJECTS WITH EXTERIOR LIGHTING NOT INTENDED FOR 24-HOUR OPERATION SHALL HAVE INSTALLED ETHER AN AUTOMATIC SWITCHING OR PHOTOCELL CONTROL SYSTEM, IF AN AUTOMATiC SWITCHING SYSTEM IS PREFERRED, THEN IT SHALL HAVE THE FOLLOWING FEATURES: A SEVEN DAY OPERATION, ASTRONOMIC CONTROL CAPABILITY FOR SEASONAL ADJUSTMENT, AND AT LEASTA FOUR HOUR BACKUP. CONTRACTORS SHALL INSTALL THE WATT STI'OPPER/LEGRAND SERIES LP PEANUT LIGHTING CONTROL PANEL; 1,800.579.8585 (OR EQUAL) SUITABLE TO THE PROJECT AND TO MEET THE ABOVE REQUIREMENTS, GENERAL LIG"HTI NOTE T RRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PHI 434-295-4-005 FAX 434-295-2103 an` . Franklin hc. No. 35326 �o& Z'S%s10NAL V � op 57 Steven W. Edwards Lie. No. 0931 Dscs� SCALE- AS SHOWN ISSUED: 11/06/06 DRAWN BY: SWE REVISIONS. 0. 11-6-06, INITIAL SUBMITTAL 10 12-14-06, ARB COMNffiNTS 1 12-21-06, ACSA OOMMENI TS 3. All rights reserved: No part of the material protected by this copyright (pians, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these pians may not be assigned to a third party .. without first written authorization of Terra Concepts, P,C, O TERRA CONCEPTS, P.C. SHEET co� Z -13-0 7 OF 27 50 SECTION 1-1 450 rL max 2 m 45° U max PLUG D J 2 1 1 FOR TEE OR WYE FITTINGS WIDEN TRENCH TO ACCOMMODATE ANCHORIF REQUIRED„ M NG AS IRED--� �- 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE: CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 1 USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE FOR VERIFYING THE TYPE & SIZE OF ALL THRUST BLOCKS. W7)I CONCRETE THRUST BLOCK FIG. W'3 TD -14 SECTION uT.S. N..s. FIG. W-6 TD -19 V COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL ❑ T V TYPE "K" SOFT COPPER VxVx1" TEE NOTE: NO SWEATED FITTINGS (FLARED ONLY) DUAL SERVICE 1" TYPE "K" SOFT COPPER SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. 2) THE SERVICE LATERAL SHALL BE THE SAME SIZE AS THE COPPERSETTER, EXCEPT AS NOTED ABOVE OR UNLESS OTHERWISE APPROVED. III III I I I I -Ill, I' l �, I� I) � I I I I I I l l II i lil l 114 BEND COUPLING -I MUELLER NO. H-15069 (1") LOCKWING NO. H-15068 0 1/2", 2") ANGLE - FORD NO. L0244 �11 } VALVE -) I NO I_02 112") z _ NO, L02-77 2" OR APPROVED EQUAL I C (� CV) i -I1 7111 Q FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. 1" COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION K, METER IS NOT PROVIDED. R BAST IRON LID FINISHED GRADE `I BROOKS 2200 SERIES BOX WITH 5 (III- EXTENSION OR APPROVED EQUAL IN UNPAVED AREAS II I I� COPPERSETTER (PLACED ON STONE) I FORD W72 (5/8"x3/4") III ORA P ROV PED EQUAL e h METER o 4" STONE BRICK AS BEDDING NECESSARY 0\_ CORPORATION STOP (1 , 1 1/2", Z') MUELLER NO. H-15000 FORD NO. F-600, OR APPROVED EQUAL TYPICAL SERVICE LATERAL INSTALLATION LOS ECTION, P LA U-010 N.T.S. 7 10 PLACE 5'GALV, " WITNESS " POST PAINTED BLUE TO INDICATE VALVE LOCATION AS DIRECTED. MARKER LOCATION MAY BE SUBJECT 9 TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE-----\ M.J. GATE VALVE In � - 2500 P.S.I. CONCRETE „ 2'x 2' BEARING AREA. THRUST BLOCK �r n < �. 4 �J 4 NOTE: IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. J� TYPICAL GATE E VALVE 20 % DETAIL GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL UNSTABLE SOIL \ * STABLE SOIL INITIAL BACKFILL * 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" BEDD)ING OF #68 STONE. FOUNDATION IN POOR SOIL INITIAL BACK''FILL E ROCK DDING TONE UNDER -CUT CONDITION NOTE: 1, NO 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 BACKFILL. 3. THE 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. 191 TONE STABLE SOIL OR ROCK 32g) DETAIL Um012 N.T.S, P=IG. W-5 TD -18 514L t3KANL:H VALVE THE SP WATER MAIN TLLI�-� VARIES PVC SLEEVE THRUST BLOCK VALVE BOX --� M.J. FITTING -1 r1V L1 V!'1LVL.:�. TO TEE ON-LINE (TYPE "B") VARIES M.J. PLUG - THREADED FOR COUPLING AND CAP METER BOX (SEE FIG. W-7) - NO. 57 STONE 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS 2" GALV. vDy.4 VARIES a VARIES PIPE 2" THREADED TAP PLUG DEAD END (TYPE "A") C TYPICAL BLOW -OFF ASSEMBLY U-003 �® DETAL N.T.s, - CERTIFICATION OF 95% - COMPACTION REQUIRED GALVANIZED STEEL W12 X 14 (MIN. SIZE T MIN. PENETRATION INTO L SOIL, OR AS APPROVED BY SERVICE AUTHORITY. SIDE VIEW 4' MINIMUM 5° U-014 20DETAIL u-032 N.T,S, N.T.S. FIG. W-2 FIG. W-9 NOTE: HYDRANT MUST BE FINISHED GRADE EQUIPPED WITH CHARLOTTES - TD -13 TD -27 VILLE THREADS WHICH IS PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF {FEET) CU.YD, (FEET) CU.YD. APCO MODEL N0. 143C (I"), BEND 7 CU. FT. 4 L H T L H T NO. 2000 (2") OR APPROVED EQUAL 90 2.50 2.50 3.01 0.24 FIRELI E 7--1 2} FOR WATERLINES SMALLER THAN 12" USE 4" & 6" 45 2.00 2.25 2.60 0.15 2.00 2.25 2.50 0.15 221/2 1.50 2.00 2.52 0,1!0 3) IN SITUATIONS WHERE THE A.R.V. DRAIN TO GRADE f i it-- 111/4 1.50 2.00 2.50 - 0,110 - L - - 90 3.66 3.1E 3.21 048 SOLID CEMENT BLOCKS 45 2.66 2.66 2.77 0.216 8„ 221/2 1,66 2,16 2.69 0.1,3 3.16 2.91 2.66 0.32 111/4 1.66 2A6 2.67 0.13 90 - --4.83 3.83 3.42 0.83 - --- - - -- -�- 10" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 221/2 2.33 2.58 2.86 0.24 111/4 1.83 2.33 2.84 0.18 - I 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE: CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 1 USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE FOR VERIFYING THE TYPE & SIZE OF ALL THRUST BLOCKS. W7)I CONCRETE THRUST BLOCK FIG. W'3 TD -14 SECTION uT.S. N..s. FIG. W-6 TD -19 V COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL ❑ T V TYPE "K" SOFT COPPER VxVx1" TEE NOTE: NO SWEATED FITTINGS (FLARED ONLY) DUAL SERVICE 1" TYPE "K" SOFT COPPER SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. 2) THE SERVICE LATERAL SHALL BE THE SAME SIZE AS THE COPPERSETTER, EXCEPT AS NOTED ABOVE OR UNLESS OTHERWISE APPROVED. III III I I I I -Ill, I' l �, I� I) � I I I I I I l l II i lil l 114 BEND COUPLING -I MUELLER NO. H-15069 (1") LOCKWING NO. H-15068 0 1/2", 2") ANGLE - FORD NO. L0244 �11 } VALVE -) I NO I_02 112") z _ NO, L02-77 2" OR APPROVED EQUAL I C (� CV) i -I1 7111 Q FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. 1" COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION K, METER IS NOT PROVIDED. R BAST IRON LID FINISHED GRADE `I BROOKS 2200 SERIES BOX WITH 5 (III- EXTENSION OR APPROVED EQUAL IN UNPAVED AREAS II I I� COPPERSETTER (PLACED ON STONE) I FORD W72 (5/8"x3/4") III ORA P ROV PED EQUAL e h METER o 4" STONE BRICK AS BEDDING NECESSARY 0\_ CORPORATION STOP (1 , 1 1/2", Z') MUELLER NO. H-15000 FORD NO. F-600, OR APPROVED EQUAL TYPICAL SERVICE LATERAL INSTALLATION LOS ECTION, P LA U-010 N.T.S. 7 10 PLACE 5'GALV, " WITNESS " POST PAINTED BLUE TO INDICATE VALVE LOCATION AS DIRECTED. MARKER LOCATION MAY BE SUBJECT 9 TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE-----\ M.J. GATE VALVE In � - 2500 P.S.I. CONCRETE „ 2'x 2' BEARING AREA. THRUST BLOCK �r n < �. 4 �J 4 NOTE: IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. J� TYPICAL GATE E VALVE 20 % DETAIL GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL UNSTABLE SOIL \ * STABLE SOIL INITIAL BACKFILL * 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" BEDD)ING OF #68 STONE. FOUNDATION IN POOR SOIL INITIAL BACK''FILL E ROCK DDING TONE UNDER -CUT CONDITION NOTE: 1, NO 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 BACKFILL. 3. THE 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. 191 TONE STABLE SOIL OR ROCK 32g) DETAIL Um012 N.T.S, P=IG. W-5 TD -18 514L t3KANL:H VALVE THE SP WATER MAIN TLLI�-� VARIES PVC SLEEVE THRUST BLOCK VALVE BOX --� M.J. FITTING -1 r1V L1 V!'1LVL.:�. TO TEE ON-LINE (TYPE "B") VARIES M.J. PLUG - THREADED FOR COUPLING AND CAP METER BOX (SEE FIG. W-7) - NO. 57 STONE 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS 2" GALV. vDy.4 VARIES a VARIES PIPE 2" THREADED TAP PLUG DEAD END (TYPE "A") C TYPICAL BLOW -OFF ASSEMBLY U-003 �® DETAL N.T.s, - CERTIFICATION OF 95% - COMPACTION REQUIRED GALVANIZED STEEL W12 X 14 (MIN. SIZE T MIN. PENETRATION INTO L SOIL, OR AS APPROVED BY SERVICE AUTHORITY. SIDE VIEW 4' MINIMUM 5° U-014 20DETAIL u-032 N.T,S, N.T.S. FIG. W-2 FIG. W-9 NOTE: HYDRANT MUST BE FINISHED GRADE EQUIPPED WITH CHARLOTTES - TD -13 TD -27 VILLE THREADS WHICH IS OR APPROVED EQUAL 1 THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' MIN NOTES: AIR RELEASE VALVE, (270°) 4" PR1 1) A PRECAST MANHOLE CONE AND COVER APCO MODEL N0. 143C (I"), 7 CU. FT. 4 WITH WATER CAST ON LID, OR APPROVED NO. 200A (I"), NO. 145C (2"), LO GRAVEL EQUAL, SHALL BE USED.r NO. 2000 (2") OR APPROVED EQUAL FIRELI E 7--1 2} FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS, FOR WATER BRASS OR BRONZE PIPE BRONZE GATE VALVE LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. PROPOSED �� 3) IN SITUATIONS WHERE THE A.R.V. DRAIN TO GRADE f i ASSEMBLY CANNOT BE OFFSET FROM THE IF POSSIBLE =1, MAIN AN ADEQUATE FOUNDATION SHALL L BE INSTALLED SO THE WATER LINE DOES TIT `'- NOT SUPPORT THE MANHOLE CONE. BRICK SUPPORTS OR SOLID CEMENT BLOCKS CRUSHED STONE a -TYPE "K" SOFT COPPER CORPORATION STOP MUELLER NO. H 15006 OR APPROVED EQUAL Cid AIR RELEASE VALVE (ARV) 20 DETAIL U-022 NTS TD -17 FIG. W-4 NOTES: 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A T MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES) 3, FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX, 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH, 36"MIN �. o'.' 6" GATE S. FIRE HYDRANTS SHALL BE INSTALLED AT ° v6 . VALVE LOCATIONS WHERE WEEP HOLES ARE ABOVE &'X 6" THE PREVAILING GROUNDWATER ELEVATION. IF TEE REQUIRED TO BE IN WET AREAS, THE WEEP I (° d HOLES SHALL BE PLUGGED AND THE HYDRANT 2500 P.S.I. CONCRETE a� `'°" �� `'a „"..; ", oa, °. . SHALL BE PUMPED DRY, BASE AND THRUST o BLOCK AGAINST a a ° UNDISTURBED STABLE �'� SOIL STEEL PILE-- �J WHEN THE SOIL IS DISTURBED OR WHEN MAI THREADED RODS TO MAIN IN ALL INSTALLATIONS, A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT TYPICAL FIRE HYDRANT" ASSEMBLY 20 DETAIL NOTE: HYDRANT MUST BE KENNEDY GUARDIAN (K -81A) EQUIPPED WITH CHARLOTTES - MUELLER CENTURION (A-423) VILLE THREADS WHICH IS OR APPROVED EQUAL 1 THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' MIN T TO 10' (270°) 4" PR1 ATE 7 CU. FT. 18" ALVE BO COVER GRAVEL GRADE TD -17 FIG. W-4 NOTES: 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A T MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES) 3, FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX, 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH, 36"MIN �. o'.' 6" GATE S. FIRE HYDRANTS SHALL BE INSTALLED AT ° v6 . VALVE LOCATIONS WHERE WEEP HOLES ARE ABOVE &'X 6" THE PREVAILING GROUNDWATER ELEVATION. IF TEE REQUIRED TO BE IN WET AREAS, THE WEEP I (° d HOLES SHALL BE PLUGGED AND THE HYDRANT 2500 P.S.I. CONCRETE a� `'°" �� `'a „"..; ", oa, °. . SHALL BE PUMPED DRY, BASE AND THRUST o BLOCK AGAINST a a ° UNDISTURBED STABLE �'� SOIL STEEL PILE-- �J WHEN THE SOIL IS DISTURBED OR WHEN MAI THREADED RODS TO MAIN IN ALL INSTALLATIONS, A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT TYPICAL FIRE HYDRANT" ASSEMBLY 20 DETAIL 10+00 11+00 12+00 WATERL INE W PROFILE SCALE: 1"=20'H; 1"=10' V U-004 N.T.S. L,AU COVER LIFT NOTCH 141/2" 128 121/2" WATER CAST IRON LID 18" METER BOX NOTES: ��y c (1) UNPAVED AREAS (PREFERRED LOCATION): PLASTIC BROOKS 2200 SERIES WITH 6" EXTENSION OR APPROVED EQUAL. (2) PAVED AREAS (ALTERNATE LOCATION): CAST IRON BINGHAM and TAYLOR No. 6015-8 OR APPROVED EQUAL, USE 6" OF BRICK and/or 18" BLOCK TO INCREASE DEPTH TO 24". 6" EXTENSION (3) FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID. 61, _ BROOKS - 2200 SERIES PIPE SLOT (2 PLACES) TYPICAL METER BOXES (5/00)) - F) METERS) 20 DETAIL U-018 N.T.S, 7j'1r`h1h"RRA' CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIIaGINIA 22902 PH. 434-295-4005 FAX 434-295-2103 �, o�LTH 0.e an r Lic. No. 35326 LS. ZONAL ��GY of � Steven W. Edwards Lc. No. 0931 �Scsv� SCALE: AS SHOWN ISSUED: 11/06/06 DRAWN BY MOS REVISIONS. 0. 11-6-06, IN11 TIAL SUBMITTAL 1> 12-14-05, ARB COMMENTS 2. 12-21-06, ACSA COMMENTS Cvi�liVa EIN 1.0 4, 01-10-07, ACSA COMMENT'S All rights reserved. No part of the material protected by this copyright (pians, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. © TERRA CONCEPTS, P.C. MIN. 3' EXISTING 4" PR1 ATE COVER GRADE FIRELI E 7--1 _ - _ - PROPOSED - `-- GRADE'. 12" M! . 0 SEPA TION 2 8" CLASS 52- DUCTILE IRON DUCTILE PIPE 8" CLASS 52 - I DUCTILE IR014 PIPE FILL REQUIRED AT - o ETkQ W z Q W UW LU coLU (111 -7C7 U L- oma.. Q U > W I- z U.1 > W H+tY+ UW,Xi- O QX W X0Lri= o N tY U7 <Q) XLH i- a0 oo CO 0 LL N c- CQ i0 d r 10+00 11+00 12+00 WATERL INE W PROFILE SCALE: 1"=20'H; 1"=10' V U-004 N.T.S. L,AU COVER LIFT NOTCH 141/2" 128 121/2" WATER CAST IRON LID 18" METER BOX NOTES: ��y c (1) UNPAVED AREAS (PREFERRED LOCATION): PLASTIC BROOKS 2200 SERIES WITH 6" EXTENSION OR APPROVED EQUAL. (2) PAVED AREAS (ALTERNATE LOCATION): CAST IRON BINGHAM and TAYLOR No. 6015-8 OR APPROVED EQUAL, USE 6" OF BRICK and/or 18" BLOCK TO INCREASE DEPTH TO 24". 6" EXTENSION (3) FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID. 61, _ BROOKS - 2200 SERIES PIPE SLOT (2 PLACES) TYPICAL METER BOXES (5/00)) - F) METERS) 20 DETAIL U-018 N.T.S, 7j'1r`h1h"RRA' CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIIaGINIA 22902 PH. 434-295-4005 FAX 434-295-2103 �, o�LTH 0.e an r Lic. No. 35326 LS. ZONAL ��GY of � Steven W. Edwards Lc. No. 0931 �Scsv� SCALE: AS SHOWN ISSUED: 11/06/06 DRAWN BY MOS REVISIONS. 0. 11-6-06, IN11 TIAL SUBMITTAL 1> 12-14-05, ARB COMMENTS 2. 12-21-06, ACSA COMMENTS Cvi�liVa EIN 1.0 4, 01-10-07, ACSA COMMENT'S All rights reserved. No part of the material protected by this copyright (pians, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. © TERRA CONCEPTS, P.C. 12" FLEXIBLE CONNECTION WITH STAINLESS STEEL BAND I w 1 FIG. S-1-13 EFFECTIVE AUGUST 18, 2005 TD -2 (4) 1" (25MM) DIA HOLES ON 32 3/4" (834MM) DIA ON 32 3000 PSI CONC. BASE 3/4" (834MM) DIA BOLT 2" (51MM) LETTERS ® CIRCLE. BOLT CIRCLE. (RECESSED FLUSH) BENCH SLOPED TO FLOW CHANNEL 1/4": 1' MIN [25MM] ® --�-- EAST JORDAN IRON WORKS 00104316 P (2) CLOSED D 1 PICKHOLES US FOUNDRY CORP. 1 1/2" USF 710 RING & DP COVER [38MM] BRANCH OR APPROVED EQUAL W (2) CORED PiCKBARS 1 1/8" (29MM) DIA BOSS NOTE: ALL CONNECTIONS TO EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE CONNECTION " BOOT " INSTALLED iml 1101 Kiln DETAIL, -006 N.T.S. 27 1/2" DIA 1 1/2" [699MM] [38MM] 26 1/4" DIA 7" [667MMI — [178MM] 1r 24" D1A . 28 7/16" DIA 5/8" FIG S -1-D TD -4 26" DIA 1 1/2" [660 M] [38MM] 14' (6MM) DIA 31/6" NEOPRENE GASKET F[79MM] [722MM) [16MM]I —® [23" DIA 584MM] �. 36" DIA I 1 [914MM] 1j' 25" DIA [635M FRAME SECTION O.D. OF GASKET GROOVE SECTION TYPICAL MANHOLE FRAME ok COVER 21) DETAIL FRAME & COVER (SEE FIG. S-I-D,E) t STREET SURFACE OR NON -PAVED AREA W/ NO. 68 STONE NOTES: FIG. S -I -A TD -1 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. MT.�. T.& �� SECTION U-005 N.T.S. SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED, THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE AS MANUFACTURED BY "SEALTITE" , OR AN APPROVED EQUAL. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. MAIN LINE 21) DETAIL NOTES: SS EX 1 EXISTING -- — 1.OPEN CUTS IN PAVED AREAS MH GRADE — WITHIN EXISTING VDOT RIGHT- STA 10+0 OF -WAY SHALL BE BACKFILLED i � 702.73 50 rNOT G BACKFILL SHALL ENTIRELY WITH NO. 21A STONE. �� I INV. 93.66 _ ^- -_ i -T _ _�_ - �� TAIN ROCK MATERIAL36"MINTHAN 6" IN ANY 2,FOR DUCTILE IRON PIPE THETON BOTTOM OF THE TRENCH SHALL / BANK 24"MIN BE SCRAPED AND COMPACTED FFE IT LIF BACKFILL* AND ALL STONES REMOVED OR / 709.12 8 MIN {6" LIFTS) A 4" BEDDING OF N0. 68 STONE PROPOSED GRADE -7 * THOROUGHLY COMPACTED SHALL BE PROVIDED. _-- SPRING LINE BY HAND OR APPROVED 710 - / COVER MECHANICAL TAMPER 3.WHERE ROCK IS ENCOUNTERED v/ 4 / I F PIPE / HAUNCHING PIPE SHALL BE INSTALLED ON A f NO, 68 STONE MINIMUM 6" BEDDING OF NO. 68 0 BEDDING 6" MAX y 1 _ C 17®� �— --- 4 M I N 4 P STONE. �y Y-- ,-- 12"MIN. _ _� ,g0 �F 0� _ FOUNDATION (SHALL BE 700 / SEPARA ION _ REQUIRED WHEN SOIL CONDITIONS ,ARE UNSTABLE (ALL PIPE) I I I TYPICAL SEWER PIPE INSTALLATION 690 -------]1690 E IN TRENCH �� SECTION ION u-616 i 10+00 11+00 SANITARY LATERAL TO BANK SCALE: I"=20' I -I,1"=1,09 V j A 2' MIN [I SALT TREATED FINISHED (GROUND 2 x 4 MARKER U-011 MT.& TERRAI I I CONCEPTS, Poco CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-4005 FAX 434-295-2103 �lijH 0r r7 N - Alan G. r Lic. No. 35326 k*b�, % 2 -2 7-0 ©� `5�rONAL 'a > NI -SH Op Steven W. Edwards Lic. No. 0931 ' SCAB . SCALE: AS SHOWN ISSUED: 11/06/06 DRAWN BY. AGF 0. 11-5-06, INITIAL SUBMITTAL 1. 12-14-065, AIH COMMENTS 1 12-21-06) ACS A COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. ©TERRA CONCEPTS, P,C. T-011 \ - "WEDG-LOK" TYPE RUBBER COATED STEEL 4 STEPS OR APPROVED EQUAL CAST IN PLACE 3'-0" MIN PRECAST REINFORCED CONCRETE SECTIONS 12" MIN "O" RING SEALS 4 16" MAX MINIMUM ELEVATION p DIFFERENCE ACROSS M.H. 5" FROM INLET TO OUTLET 4'-0" 51' SHALL BE 0.20 FEET. DEPTH OF FLOWICONCRETE VARIES , FILLETS CHANNEL TO BE 3/4 DIAMETER OF CONTRIBUTING SEWER. A FILLETED INVERT FOR A SMOOTH y 12 11 TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE - PROVIDED. MIN. 6" BEDDING W/ NO. 68 STONE NOTES: FIG. S -I -A TD -1 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. MT.�. T.& �� SECTION U-005 N.T.S. SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED, THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE AS MANUFACTURED BY "SEALTITE" , OR AN APPROVED EQUAL. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. MAIN LINE 21) DETAIL NOTES: SS EX 1 EXISTING -- — 1.OPEN CUTS IN PAVED AREAS MH GRADE — WITHIN EXISTING VDOT RIGHT- STA 10+0 OF -WAY SHALL BE BACKFILLED i � 702.73 50 rNOT G BACKFILL SHALL ENTIRELY WITH NO. 21A STONE. �� I INV. 93.66 _ ^- -_ i -T _ _�_ - �� TAIN ROCK MATERIAL36"MINTHAN 6" IN ANY 2,FOR DUCTILE IRON PIPE THETON BOTTOM OF THE TRENCH SHALL / BANK 24"MIN BE SCRAPED AND COMPACTED FFE IT LIF BACKFILL* AND ALL STONES REMOVED OR / 709.12 8 MIN {6" LIFTS) A 4" BEDDING OF N0. 68 STONE PROPOSED GRADE -7 * THOROUGHLY COMPACTED SHALL BE PROVIDED. _-- SPRING LINE BY HAND OR APPROVED 710 - / COVER MECHANICAL TAMPER 3.WHERE ROCK IS ENCOUNTERED v/ 4 / I F PIPE / HAUNCHING PIPE SHALL BE INSTALLED ON A f NO, 68 STONE MINIMUM 6" BEDDING OF NO. 68 0 BEDDING 6" MAX y 1 _ C 17®� �— --- 4 M I N 4 P STONE. �y Y-- ,-- 12"MIN. _ _� ,g0 �F 0� _ FOUNDATION (SHALL BE 700 / SEPARA ION _ REQUIRED WHEN SOIL CONDITIONS ,ARE UNSTABLE (ALL PIPE) I I I TYPICAL SEWER PIPE INSTALLATION 690 -------]1690 E IN TRENCH �� SECTION ION u-616 i 10+00 11+00 SANITARY LATERAL TO BANK SCALE: I"=20' I -I,1"=1,09 V j A 2' MIN [I SALT TREATED FINISHED (GROUND 2 x 4 MARKER U-011 MT.& TERRAI I I CONCEPTS, Poco CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-4005 FAX 434-295-2103 �lijH 0r r7 N - Alan G. r Lic. No. 35326 k*b�, % 2 -2 7-0 ©� `5�rONAL 'a > NI -SH Op Steven W. Edwards Lic. No. 0931 ' SCAB . SCALE: AS SHOWN ISSUED: 11/06/06 DRAWN BY. AGF 0. 11-5-06, INITIAL SUBMITTAL 1. 12-14-065, AIH COMMENTS 1 12-21-06) ACS A COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. ©TERRA CONCEPTS, P,C. Ua11-•01 { ��y�CIVIL ENGINEE�RS Jl�d'�NS DSCAPE �1RC1LJ ITEECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-4005 FAX 434-295-2103 UcNo. 353�2y/6 ^^ I T '10NAL CS TH OF tj�G' Steven W. Edwards Uc. No 0931 r 'D'S SCALE- F9 = 209 ISSUED: 11/06/06 DRAWN BY: SWE REVISIONS: 0, 11-6-06, INITIAL SUBMITTAL 1e 12-14-06, ARB COMMENTS 2. 12-21-06, ACSA COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third parry without first written authorization of Terra Concepts, P.C. O TERRA CONCEPTS, P.C. EROSION & SEDIMENT CONTROL NARRATIVE JIDDIIRCHWOOD ]PLACE AJLBEMAR LE, VIRGINIA 3 NOVEMBER 2006 Prepared bye TERRA CONCEPTS, SPC 224 Court Square Charlottesville, Virginia 22902 (434) 295-4005 Permanent Stabilization As mentioned above permanent seeding i t applied proposed 9 d s o be a 1 to all areas not ro osed fog° I' g pY C' S' hardscape or building improvements as soon as possible. Please see the permanent seeding specifications in Chapter 3 Section 32 of the VESCH. Storm water Management nagem ennt All stormwater management, in terms of detention and water -quality are to be accomplished on-site, as shown on the attached plan. Maintenance In general, all eros ion and sediment control measures will be checked daily and after each significant rainfall. The following items will be checked in particular: 1. The sediment traps and basins will be checked regularly for sediment cleanout. 2. Drainageway improvements shall be inspected after each rain event to determine if further armoring is necessary, 3. The gravel outlets will be checked regularly for sediment buildup which would prevent drainage. If the gravel is clogged by sediment, it shall be removed and cleaned or replaced. 4. Silt fence barriers and diversion dikes will be checked regularly for undermining or deterioration and repaired as necessary. Sediment shall be removed when the level of sediment deposition reaches half way to the top of the barrier. I . flow rate of stormwater runoff for the stated frequency storm of 24-hour duration in accordance with the .following standards and criteria: a. Concentrated stormwater runoff leaving a development site shall be discharged directly into an adequate natural or man-made receiving channel, pipe or storm sewer system. For those sites where runoff is discharged into a pipe or pipe system, downstream stability analyses at the outfall of the pipe or pipe system shall be performed. b. Adequacy of all channels and pipes shall be verified in the following manner: (1) The applicant shall demonstrate that the total drainage area to the point of analysis within the channel is one hundred times greater than the contributing drainage area of the project in question; or (2) (a) Natural channels shall be analyzed by the use of a two-year storal to verify that stormwater will not overtop channel banks nor cause erosion of channelbe dor banks; and 1. (b) All previously constructed man-made channels shall be analyzed by the use of a ten- year storm to verify that stormwater will not overtop its banks and by the use of a two- year storm to demonstrate that stormwater will not cause erosion of channel bed or banks; and 2. (c) Pipes and storm sewer systems shall be analyzed by the use of a ten-year storm to verify that stormwater will be contained within the pipe or system. c. If existing natural receiving channels or previously constructed mail -made channels or pipes are not adequate, the applicant shall: (1) Improve the channel to a condition where a ten-year storm will not overtop the banks and a two-year storm will not cause erosion to the channel bed or banks; or (2) Improve the pipe or pipe system to a condition where the ten-year storm is contained 5. e seeded s 1 e withjin the appurtenances; or Pr Jec�t Description Th d d area will b checked regularly to ensure that a good stand is maintained. 3 Develop a site design that will not cause the pre -development eek runoff rate from a two- () p p p p The Birchwood Place development is proposing 2 commercial units on 3.66 acres., The Areas shall be fertilized and reseeded as determined necessary by the county agent. Year storm to increase when runoff outfalls into a natural channel or will not cause the subject property is located adjacent to the Great Value Shopping Center in Crozet:, VA along pre -development peak runoff rate from a ten-year storm to increase when runoff outfalls State Route 240. The US joiner Site, which is currently under construction borders the east State Minimum Standards into .a man-made channel; or property line. There is a stream along the rear property line of the site, which is protected by An erosion and sediment control program adopted b a district r locality must be consistent(4) Provide a combination of channel improvement, stormwater detention or other measures a 100' stream buffer. One entrance to the site is proposed off of Route 240. Other with the following criteria techniques and methods: whiri s satisfactory to the plan -approving authority toprevent downstream erosion. improvements consist of paved parking, curb, landscaping' and a stormwater conveyance d. The (applicant shall provide evidence of permission to make the improvements. system which will outlet the existing pondd on the US Joiner Site, 1 Permanent or tern Dior soil stabilizati n shall be a 1' d t d mud d 'th' e All In drolo is anal ses shall be based on the existin watershed characteristics and the ExistingSite Conditions is primarily wooded with to The existing site which is adjacent to the Great Value,a s es e s g 1p Y P ranging from 1% to 50%. There is an existing stock pile in the middle of the site, which will if of the site. Approximately 1,. be to raise the ankle to grade in the back ha e 85 acres at uses s e a parking g pp Y the rear of the site will remain untouched, as the majority of this lies within the 100' stream buffer. 11 rn water d the site is conveyed as surface flow. The current to A stor w drainage on e r e y r topography slopes south to north, falling towards Parrott Creek at the rear of the site. Adjacent Property The property is bound on the south by State Route 240. To the east is the US Joiner Site currently under construction. To the west lies the Great Value Shopping Center. And the intermittent stream parallels the northern property line. Off -Site Amens Only 2 en 1 from the connection O 1 a small amount of runoff from Route 4Q and even ass Dint to the Y p ill e conveyed to a and whi re Value will n e This runoff w bch ill be Greatcome onto the site. s nop w shared by the US Toiner Site, Though the pond lies ov_l the Toiner Site; it will be-upsi7eci to manage runoff from both sites. This pond will also be used as the main source of sediment control for the site while under construction. Earthwork Overall, the site will be majority fill, with an estimated volume of 12,500 cubic yards of fill, 5,700 of that will be cut from within the property boundaries moved to areas requiring fill. The remaining 6,800 cubic yards will be imported from the Wickham Pond site drown the street, which currently has an approved Erosion and Sediment Control Plan. Soils According to the Soil Survey of Albemarle County, the following loamy soils are present on site: Name Code Erodibilii Permeability t3' t3` Depth P Shrink/Swell Strength ;a Braddock 8C3 severe moderate <60" low to moderate low Thurmont 81B severe moderate <68" low low Udorthents88 severe moderate n/a n/a n/a Scheduling Construction for the project is anticipated to begin late December or early January' of 2007. Phase I which includes the bank should be completed around June 2007. A start date for p y o pp �e o e e areas w> m seven days after final grade is reached on any portion of the site..Tem Temporary stabilization 6. y g y g ultimate development of the subject project. shall be applied within seven days to denuded areas that may not be at final grade but will f If the applicant chooses an option that includes stormwater detention he shall obtain remain dormant for longer than 30 days. Permanent stabilization shall be applied to areas 7. approval from the locality of a plan for maintenance of the detention facilities. The plan that are to be left dormant for more than one year. from the roads by shoveling or sweeping and transported to a sediment control disposal shall set forth the maintenance requirements of the facility and the person responsible for undisturbed. Proposed 2:1 slopes will only exist on the inside of the pond, and wi.11 be 2. Areas which are outside the construction limits and not to be disturbed shall be clearly performing rening a the maintenance. i 2. burin construction of the project, soil stockpiles an During p J p d borrow areas shall be stabilized or g . Outfall from 1 om a detention facility shall discharged to a receiving channel and y 1 be g d g energy protected with sediment trappingmeasures. The is responsible for the temporary Ydissi i .. Tune of Concentration Worksheet, _- Weighted c factor Worksheet ators shall be placed at the outfall of all detention facilities as necessary to provide p ide a protection and permanent stabilization of all soil stockpiles on site as well as borrow areas activities. stabilized transition from the facility to the receiving channel. and soil intentionally transported from the project site. h. All on-site e channels must beve verified to adequate. proposed erosion control plan is intended to protect the site during the initial mass grading of i. Increased volumes of sheet flows that may cause erosion or sedimentation on adjacent A permanent vegetative cover shall be established on denuded areas not otherwise property shall be diverted to a stable outlet, adequate channel, pipe or pipe system, or to a permanently stabilized. Permanent vegetation shall not be considered established until a stabilization or t temmeasures a 1 er P e n c after feat site Stab�1_zat,..__ .._ after ..re -no -song.:. needed, �,ntesu. otherwise authorized by the local program authority. Trapped sediment and the disturbed deterntion facility. 1. ground cover is achieved that, is uniform, mature enough to survive and will inhibit a. In residential, a 1 in i s st r arcels in a applying ghee stormwater runoff criteria, individual lots o p erosion. For Phase A, the exiting pond on the US Joiner Site will be expanded to the full size of the p commercial or industrial development shall not be considered to be separate development possible during construction. Nonerodible material shall be used for the construction of r o sediment r future stormwater management pond, and will be used as the temporary di tap The projects. Instead, the development, as a whole, shall be considered to be a single 2. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended basement walls for the office building shall be constructed concurrently with the pond development project. Hydrologic parameters that reflect the ultimate development to trap sediment shall be constructed as a first step in any land -disturbing activity and shall improvements, as the building walls will be required to support the western portion of the q p pond. Tempora diversion dikes will be utilized as the building/parking arking areas are brought to Temporary �p condition shall be used in all engineering calculations. be made functional before upslope Land disturbance takes lace b All measures use to protect properties les and water+�a s shall be employed e d in a manner six-month period, a temporary vehicularstream crossing constructed of nonero ible the western and northern portion shall be constructed as the site is brought up to rough grade. which minimizes impacts on the physical, chemical and biological integrity of rivers, 3. Stabilization measures shall be applied to earthen structures such as dams, dikes and pp � streams and other waters of the state. diversions immediately after installation. � -- 4. Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the trap or basin. a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage areas less than three acres. b. Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of drainage area. The outfall system shall, at a minimum, maintain the structural integrity of the basin during a twenty- five year storm of 24-hour duration. Runoff coefficients used in runoff calculations shall correspond to abare earth condition or those conditions expected to exist while the sediment basin is utilized. 5. Cut and fill slopes shall be designed and 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. Phase II construction is yet to be determined, 6. Concentrated runoff shall not flow down cut or fill slopes unless contained within an 11/3/2,006 De gear { f adequate temporary or permanent channel, flume or slope drain structure. Critical Erosion Amens 7. Whenever water seeps from a slope face, adequate drainage or other protection shall be There are existing areas of 2:1 slopes which lie in the 100' stream buffer and will remain from the roads by shoveling or sweeping and transported to a sediment control disposal provided. undisturbed. Proposed 2:1 slopes will only exist on the inside of the pond, and wi.11 be 2. Areas which are outside the construction limits and not to be disturbed shall be clearly area. Street washing shall be allowed only after sediment is removed in this manner. This protected b rip rap locations which receive sl �ificant amounts of runoff. 8, All storm sewer inlets that are made operable during construction shall be protected so provision shall apply to individual development lots as well as to larger land -disturbing i .. Tune of Concentration Worksheet, _- Weighted c factor Worksheet that sediment -laden water cannot enter the conveyance system without first being filtered Erosion & Sediment nt CCo ntrol Measures activities. or otherwise treated to remove sediment. Erosion and sediment control for the site will be handled in two phases. Phase A of the 9. Before newly constructed sto c n y rmwater conveyance channels or pipes are made operational, proposed erosion control plan is intended to protect the site during the initial mass grading of Palled (Joiner/240) adequate outlet protection and any required temporary or permanent channel lining shall the project while the building and parking areas are brought to their proposed grades but be installed in both the conveyance channel and receiving channel. before installation of building slabs, parking lot curb and stone base. Phase B of the plan stabilization or t temmeasures a 1 er P e n c after feat site Stab�1_zat,..__ .._ after ..re -no -song.:. needed, �,ntesu. otherwise authorized by the local program authority. Trapped sediment and the disturbed serves to protect the site after installation of building slab and parking lot stone base and curb When work in a live watercourse is performed, precautions shall be taken to minimize and when County Erosion Control Officer approves removal of the sediment basin.p encroachment,c i ex Detrol sediment transport and stabilize the work area to the greatest tent gr For Phase A, the exiting pond on the US Joiner Site will be expanded to the full size of the p 1. possible during construction. Nonerodible material shall be used for the construction of r o sediment r future stormwater management pond, and will be used as the temporary di tap The Enter Length of Strip (ft) Sample "C° values: causeways and cofferdams. Earthen fill may be used for these structures if armored by basement walls for the office building shall be constructed concurrently with the pond 2.42 nonerodible cover materials. improvements, as the building walls will be required to support the western portion of the q p pond. Tempora diversion dikes will be utilized as the building/parking arking areas are brought to Temporary �p 2. When a live watercourse must e crossed b construction vehicles more than twice in an b y ha y grade to direct a majority of the sites runoff to the sediment trap. The retaining wall along established and erosion control measures applied, no further disturbance of the slopes will six-month period, a temporary vehicularstream crossing constructed of nonero ible the western and northern portion shall be constructed as the site is brought up to rough grade. 0.36 i Poor grass material shall be provided. A construction entrance will be the erosion control measures for the improvements to the e entry road at Route 240. 3. All applicable federal, state and local regulations pertaining to working in or crossing live volume(cy) _. os' watercourses shall be met. For Phase B, the underground stormwater conveyance system shall be installed, followed by building slabs, parking lot stone base, and curbing. The sediment trap will be removed andy 4 e n f watercourse e' Th bed a d banks o a shall be stabilized immediately after w in th e work e standard inlet protection measures installed to minimize silt build up in the underground > 685 1805. watercourse is completed. a p detention systems. Prior to demobilization, the contractor shall flush all of the underground 5. Underground utility lines shall be installed in accordance with the following standards in detention systems to remove any accumulated silt. Perimeter measures will remain in place - ... __.. _._. __ _... _.... 686; 4144; addition to other applicable criteria: until removal is approved by the County Erosion Control Officer. a, No more than 500 linear feet of trench may be opened at one time. 367.22 b. Excavated material shall be placed on the uphill side of trenches. Vegetative Practices � c. Effluent from dewatering operations shall be filtered or passed through approved sediment 1.88 I ; Result (minutes} IF UNPAV® trapping device, or both, and discharged in a manner that does not adversely affect After the majority of the grading program has been executed and, in particular, the cut and fill Tc (minutes) IF PAVED flowing streams or off-site property. slopes for the project have been established, they should be redressed with an ample r.iepth of d. Material used for backfilling trenches shall be properly compacted in order to minimize topsoil from the stockpile and surface roughened. Thereafter, fertilizer, permanent seeding Notes erosion and promote stabilization. and mulch should be applied. In those areas exceeding a 3:1 gradient, soil stabilization e. Restabilization shall be accomplished in accordance with these regulations. matting is to be applied and stapled to the slope. If for some reason, parking area construction f. Applicable safety regulations shall be complied with. does not commence soon after the mass grading of the site is complete, exposed areas are to 1.00 Ent r Height most remote Point along flow path above outlet be treated with temporary seeding and mulch until such time as finished construction begins. 6. Where construction vehicle access routes intersect paved or public roads, provisions shall Pipe Flow Time ' I _.. _ be made to minimize the transport of sediment by vehicular tracking onto the paved Projee>t, . Management Strategies surface. Where sediment is transported unto a paved or public road surface, the road 11/3/2,006 De gear { f I . Construction will be sequenced so that grading operations can begin and end as quickly as surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed I ;Watershed iia ,ESC (sediment trap) ' i possible. from the roads by shoveling or sweeping and transported to a sediment control disposal c -factor .3 ; (see worksheet) _ ... _ . ... 2. Areas which are outside the construction limits and not to be disturbed shall be clearly area. Street washing shall be allowed only after sediment is removed in this manner. This Q(?):&180 marked, provision shall apply to individual development lots as well as to larger land -disturbing i .. Tune of Concentration Worksheet, _- Weighted c factor Worksheet f _ Overland Plow Time (roof and pavement} _ _ ...... _ .... 3. Tree protection shall be installed before any grading activities commence and before activities. Area c „Source: Seelye Chart as modified in VDOT Drainage Manual (F'ig. equipment and material storage areas are established. 2.04 0.45 1.5.1.1 on Page 1-13E) Palled (Joiner/240) 4. Sediment trapping measures shall be installed as a first step in grading and will be seeded 7. All temporary erosion and sediment control measures shall be removed within 30 days 1 ,, t and mulched rYnrred�atel,r fo�lo�xJ�t�g �ns�allatton. _ _ 5. Site walls are to be constructed early in the construction schedule and the areas stabilization or t temmeasures a 1 er P e n c after feat site Stab�1_zat,..__ .._ after ..re -no -song.:. needed, �,ntesu. otherwise authorized by the local program authority. Trapped sediment and the disturbed _....._ .,.._ .._... _.. _, .. 2) Calculate a separate Tc for each ground cover condition along ;the flow path: immediately above and below them stabilized as quickly as possible. soil areas resulting from the disposition of temporary measures shall be permanently _ I� 6. Matting and seeding, whether temporary or permanent, will follow immediately after stabilized to prevent further erosion and sedimentation. 145.35 Enter Length of Strip (ft) Sample "C° values: grading. 2.42 to Slope (% or ft/ 100ft) ©22 Dense grass 7. Construction is to be sequenced such that, once cut and fill slope grades have been Properties and waterways downstream from development sites shall be protected from 0.45 ,Enter Enter Rational Method "C" value 0 28 Average grass established and erosion control measures applied, no further disturbance of the slopes will sediment deposition, erosion and damage due to increases in volume, velocity and peak 3 0.36 i Poor grass be necessary. DESIGN NIGH WATER (Zs -YR. sTORM EE£v.> 8.21 8. All construction in and around drainageways shall be strategically scheduled appreciating volume(cy) _. os' pending weather conditions to avoid work in, or disturbance of, the channels during rain 6$4 O i O.Oi events. All stabilization products, equipment and personnel to install them shall be on-site 'Shallow Concentrated Flow Time > 685 1805. at the time disturbance is to commence. In the event weather interrupts work within a ......... ...... .. .......... Sediment Control Handbook, Third Edition (Plate 5-2 on Page V-1 2) drainageway, emergency measures are to taken to temporarily stabilize the channel so that :Notes ' - ... __.. _._. __ _... _.... 686; 4144; it functions without undue erosion taking place until work can progress. i oconditional n .h flow ah 2 Calculate a separate Tc for each round cover o the t .) p gg p 9. The site contractor shall be responsible for the installation and maintenance of all erosion 367.22 Enter Length of Flow (ft) and sediment control practices. 4.08 0 f_ Enter S!o /o or ft/100ft pe ( ) , 10. After achieving adequate stabilization, the temporary erosion and sediment controls will 1.88 I ; Result (minutes} IF UNPAV® be cleaned up and removed and final grades established according to the grading plan for F___1_.4_71' Tc (minutes) IF PAVED the project. ,Channel Flow Time Projee>t, . lBirehavraod Place _ __ _____ . i_ _ :__ _ item; 11/3/2,006 De gear { f MOS Durat I ;Watershed iia ,ESC (sediment trap) ' i I3.64 'Drainage Area ,Acres _ . ___ .. ... . .. ..... c -factor .3 ; (see worksheet) _ ... _ . ... #c � � mins `see worksheet minimun length of exitchannel {ft) Q(?):&180 _cls Q{'10) 11 cls i I ; � i .. Tune of Concentration Worksheet, _- Weighted c factor Worksheet f _ Overland Plow Time (roof and pavement} _ _ ...... _ .... Cover Type 5 10.1 4.7 Area c „Source: Seelye Chart as modified in VDOT Drainage Manual (F'ig. Bare Packed Soil 2.04 0.45 1.5.1.1 on Page 1-13E) Palled (Joiner/240) 1.62 0.85 Notes 1) Length of overland flowalnays <= 200 ft _ 10.1 6.4 _....._ .,.._ .._... _.. _, .. 2) Calculate a separate Tc for each ground cover condition along ;the flow path: 100 10.1 6.9 _ I� c factor = 0.63 145.35 Enter Length of Strip (ft) Sample "C° values: 2.42 to Slope (% or ft/ 100ft) ©22 Dense grass . MIN. 7' W7 SPILLWAY 0.45 ,Enter Enter Rational Method "C" value 0 28 Average grass 3 0.36 i Poor grass __......... .... _._ DESIGN NIGH WATER (Zs -YR. sTORM EE£v.> 8.21 Result Tc (minutes} 0 48 Bare soil volume(cy) _. os' 0 90 : Pavement i 6$4 O i O.Oi rnlw. 4.0' 'Shallow Concentrated Flow Time > 685 1805. _ . r published in Vi ini Erosion _n... Source: SCS VelocityG Graph ub h r a n o d p p 9 ......... ...... .. .......... Sediment Control Handbook, Third Edition (Plate 5-2 on Page V-1 2) :Notes ' - ... __.. _._. __ _... _.... 686; 4144; 7) Not intended for well-defined channels see channel flowcalcuJatron i oconditional n .h flow ah 2 Calculate a separate Tc for each round cover o the t .) p gg p 367.22 Enter Length of Flow (ft) _ 4.08 0 f_ Enter S!o /o or ft/100ft pe ( ) , 1.88 I ; Result (minutes} IF UNPAV® a�i2 4 F___1_.4_71' Tc (minutes) IF PAVED ,Channel Flow Time Source Krrpich Chart as modified in VDOT Drainage Manual (Fig. 1.5.1.2 on Page 1-14j' Notes 9) For small drainage basins _ ' 690, 6530' 2) For concrete channels, use 0.2*Ta seo;>.+eNr cL£ANouT PONT C" WET " sroR,acE eEoucEo OAO _ _Enter Length e�f Flow (ft) 1.00 Ent r Height most remote Point along flow path above outlet 70 34 C.Y./ ACRE) 0.00 Result Tc (minutes) _ Pipe Flow Time ' I _.. _ f Assumes 10 ft/s velocity in pipe 243.9, 0.00 tinter Length oT'r-low in Pipe (ft) � OAO Result Tc (minutes} I 4 687.51 =Rainfall Intensity (Afaemarle County,lFrginia) diameter riser (in) A r required capacity (Q25-Q(cfs} ..... spillway capacity, Qp {cfs) Return Durat ` ..... . ... .... ... slope of exit channel (ft/ft) Period (mins) (indhr) 54 minimun length of exitchannel {ft) NIA ' 2 10.1 3.8 � �. 5 10.1 4.7 ' 10 10.1 5.2 25 10 1 E.9 10.1 6.4 : 100 10.1 6.9 _ Acceptable values for duration are betvieen 5 and 60 minutes Use values outside this range at esti. :.Sediment Basin design ` : _ . . MIN. 7' W7 SPILLWAY CREST OF EMERGENCY drainage area (acres) 3 64SPILLWAY. 3 _., ..._... ,.. _ basin volumes: (using 'i' contour intervals) __......... .... _._ DESIGN NIGH WATER (Zs -YR. sTORM EE£v.> ` elevation (ft) contour area (sf) volume(cy) _. os' 6$4 O i O.Oi rnlw. 4.0' > 685 1805. �,� � ......... ...... .. .......... wsER CREST - ... __.. _._. __ _... _.... 686; 4144; _.. 1�r3 �s DRY " STORAGE ......:'.'.'.:::::: "" DEWATERING o£vlce ; 687. 4702"; 3i,7 4: "Wer " srosuG£:.;:;:5 _... _. .. 688 5286: a�i2 4 ,..,..:...,.. 5895;. 699.4 t _ ' 690, 6530' 929,5' seo;>.+eNr cL£ANouT PONT C" WET " sroR,acE eEoucEo _... .. .. . . .... . _. _. ....__....,.:,., _.... _. ..._ .. .. ..._.__...., .. „ _. _ . ....__;, .. 70 34 C.Y./ ACRE) ;wet storage ._ _ _ ...._design _.__ .... ;wet storage required (cy) (67*DA) 243.9, high water.,_ `dewatering orifice elevafion (ft) 687.51 ;top of dam (ft) 692.5 ;wet storage provided at this elevation (cy) � 400.0: .top width of dam {fk) 10.0 ; available volume before cleanout (cy) (33*DA) 120 1; bottom of basin (ft) 684.Q no elevation ft cleanout elevat o () 686 2 a cox. bottom erasions pp m dim :55.5' 6 .6. x 0 _ distance from cleanout to orifice (ft} (> 1) 1.3 _ upstream face slope. 2:1 ;downstream face slope: `dry storage. ;dry storage required (cy) (67*DA) 2�.3 9 baffles yes 'principle screst ft _ 690.0' length of flow, L ft 69.3 dry storage provided at this elevation (cy) 529,5i eifective width, We (ft) _ 23 04 !diameter of dewatering orifice (in) 5 0 L / We (baffles required if > 2) _ 2.7 diameter of flexible tubing (in) (orifice+2") 8.0. COIiarS Y� nanoif depth of water at spillway crest (ft) 6.0' C (use 0.45 far bare earth) 0.63: slope of upstream face (Z 1} 2 tc min 10 1 slo of bane! Sb 0.0185 12yr i 3.8Q 2yr 8 7 length of barrel in saturated zone (Ls) 38.8 25yr { 5.9 Q 25yr: 13 5 number Dollars required _._ '. j _ .. ...3 dimension of callers 2.5' x 2 5' principle spillway. _ `available head (ft) _.._ .1 0'...._ . _ _ . emergency spillway. _ . yes diameter riser (in) 48 required capacity (Q25-Q(cfs} 4.8 spillway capacity, Qp {cfs) 3 T s bottom width (ft) 6 ?diameter trash rack (in) N/A slope of exit channel (ft/ft) 033 'barrel length (ft) 54 minimun length of exitchannel {ft) NIA ;head on barrel through embankment (ft) 11 0 crest of spillway (ft) 691 1000.0 900.0 800.0 700.0 :111- I� I » 500.0 O 400.0 Sediment Basin #1 684 685 686 687 688 689 690 691 ELEVATION CIVIL ENGINEERS LANDSCAPE ARCHITECTS 2224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 I PIS, 434-295-4,005 FAX 434-295-2103 LTH OF c� an rankhn Lir. No. 35326 �s G� SrONAL � p,LTH 0� t� S4even W. Edwards Ilic. No. 0931 `tt 1`4NDSCA�'�' SCALE. AS SHOWN ISSUED. 11/06/06 DRAWN BY. MOS 0. 11-6-06, IN 11TAL SUBL 1. 12-14-06, ARB COMMENTS 2, 12-21-06, ACSACOMMEINTS 3. a n rnmr s n,1m�c r a -v All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C, O TERRA CONCEPTS, P.C. 76 . . ................... by ......... .......... I— SS SS SS SS ss— ENT j X_ RIP RAP L_ SPREADER i \ \ —680— CRITICAL EROSION AREA APPROXIMATE LIMITS TREE SAVED -AREA LIMITS OF j DiSTURBANCE (APPROXI 2.29 -AC) w _ ~ �� \ ti mss . l ` f\ - - 679 106`\$TREA M `BUFFER 681 \TEMPORY ZEE' 197 'RAT PROTECTIO.N P 56A2-1-29 1-W RSP INV. 1145UM— TEMt'VKAKT INV-0UT 581.00\ SILT F'�-NCE -1 RCP CROZ -t-SH-OPPING Y LIGH -4- _Pji� CENT TO CONC-RFTE-- EMER GENCY ,[�.B. 2813 PG. 749 Zoned: %40 j \Comp. Plan`GT 6 Urban Core 7,SAFETY RENCEM) - -%f " -, _ ,.SjGN HATREAr-,mr- W%-1 (Dowftwn) F'LE DALAGER QUICK---_ Business or -Retailing ORA -1 VALL.1;),j r-, SAND, -DO- Not EN )N \x N�__ 90 f . - f _ -INSTALL 67' -P ICNT907 �ERMANENT SRM WATERANCET ULE $TRUCTU RE -FOR USE rs BASIN DRAIN -APE 813 • I. TYPcry _I ------ V SY CLASS] RIP-_ Vic.�Z'LAlf P DFPTHY SOfLTYPIP: Q3 S ,.r r^C _-� ^ � "`;_ I �i P - `•Ti:d -• i / -- 4/JN-- �`-----J_. . (-,._.--L--.I "'- tr SEDIME _ -P O-ICTY-PE s. OIL �,/MOVE 15" PIPE FF/, RE ZO INV �RT TO 'EVV G1REA`I` VAT if Al VER ZIA. VE TO SIN SHOPPING CENTER TMP 56A2-1-33 Now or Formerly T N, GEORGE LEISURE & I� �R MION i II MARKETTA LEISURE V- W#2 D3, 2959 PG. 399 ,�` 3 %!.=-�5. \ c,� - TMP 56A2-1-31 Zoned: C-1 Now or Formerly Comp. Plan: CT 5 ( TYMARKHODINGS Urban Center @De x L I I Use: Urban I D.l& �07�_Pp. �181 I -J - ------- ri ornp. Plaii: Cf 61 r I I I Ujrb in Cprej JIj (Downtown) Use: Urban j Ila J lo - LIMITS OF 7o4- DISTURBANCEROX. 2US JOINER (APP.29 AC) SITE CURRENTLY UNDER CONSTRUCTION CONSTRUCTION ENTRANCE @ L 702�� r STAGING F_ __j Z L J/ 704-- 7 _-A W� OHE --THREL NOTCH ROAD (SR. 240 V 1A CONSTRUCTION SEQUENC STAGE I CONSTRUCTION SEQUENCE: 1. INSTALL CONSTRUCTION ENTRANCE. 2, INSTALL PERIMETER SILT FENCE AND TREE PROTECTION. 3. EXCAVATE EXISTING POND TO FULL SIZE FOR USE AS SEDIMENT TRAP AND FUTURE STORMWATER POND. INSTALL NEW RISER STRUCTURE, OUTFALL PIPE, EMERGENCY SPILLWAY, OUTLET CHANNEL AND LEVEL SPREADER 4, INSTALL DIVERSION DIKE, CLEAR AND GRUB ACCESSWAY TO REAR OF SITE, SEE INITIAL LIMITS OF CLEARING AND GRADING, 5. PERFORM ROUGH GRADING AS SHOWN IN STAGE 1 DIAGRAM. 6, MAT, SEED AND MULCH SLOPES ON NORTHERN PORTION OF SITE TO BEG'N MBILIZATION PROCESS, 7. SECURE FLAT AREA FOR LAYDOWN, EQUIPMENT STORAGE, AND CONTRACTOR TRAILER, ADD STONE AS SURFACE. 8. COMPLETE ROUGH GRADING OF SITE, to, 210' 40' 80, to to 0 0 STAGE 2 CONSTRUCTION SEQUENCE: 9. ONCE ROUGH GRADES ARE ESTABLISHED, INSTALL STORM SEWER. ADD INLET PROTECTION AT THESE LOCATIONS. INSTALL TEMPORARY INLET BASIN AND DIVERSION DIKE #3. 10. INSTALL ALL PHASE I WATER, SEWER, GAS, ELECTRIC AND OTHER UTILITY MAINS AND SERVICE LATERALS, MARK ENDS WITH WITNESS POSTS. 11, PLACE TEMPORARY SEEDING AND STRAW OVER PHASE 2 PORTION OF SITE, 12. ESTABLISH FINISH GRADES FOR PHASE 1 AREA. INSTALL PARKING AREA STONE BASF AND PERIMETER CURBING WHILE MAINTAINING INLET PROTECTION. 13, AS THE BANK IS COMPLETED, INSTALL CURB, SIDEWALKS, ETC. !MMEDIATE�-Y SURROUNDING THAT AREA . , _ �ANDSGAPING AND GROUNDCOVER IN PHASE 1 AREA PER PLANS, INSTALL ASPHALT PAVING AS SOON AS POSSIBLE. 14. REMOVE TEMPORARY DIVERSION DIKE #1 ONCE NON -PAVED SEEDED AREAS ARE STABILIZED. 15. CONSULT REGULARLY WITH COUNTY EROSION CONTROL AGENT TO DETERMINE WHEN CERTAIN AREAS OF SITE QUALIFY AS "STABILIZED." DECOMMISSION ES&C MEASURES AS PERMITTED, ENSURE THAT ADEQUATE STABILIZATION PRIOR TO DEMOBILIZING SITE -WIDE IS ACCOMPLISHED. 6_0*001-REM.0*01. 8C3 - BRADDOCK CLAY LOAM, 7 TO 15 PERCENT SLOPES, SEVERELY ERODED 81 B - THURMONT LOAM, 2 TO 7 PERCENT SLOPES 88 - UQORTHENT$, LOAMY BASIC INFORMATION: 18. FLUSH CLEAN COMPLETE STORM SYSTEM PRIOR TO DEMOBILIZIN( AND FINAL INSPECTION, 19, USE DUST CONTROL AS NECESSARY DURING CONSTRUCTION, 20. ALL SEEDING IS TEMPORARY UNLESS OTHERWISE NOTED ON THE PLANS. �_zzn PARROT CREEK ............... . -7 _7 7! ------ __7. ........... SS SS S SS SS - _11, - PERMANENT —7 RIP RAP v�L: J SPREADER LIMITS OF 6> 0 DITURBANCE (APPROX. 2.29 AC) TO MU 1Z 4 S _100'STREAM BUFFER > 6 1 77 *SF $79 ye 'x TMP 56A2.1-29 TRE � UTP� PS)691 _680— ft�v-or-Fomerftl PROTECTI — 15" 960/ sao ROP CROZET-SL-10PPING TYP. A INV. IN 582.00-01 ==Zz� JRV. OUT 5-8-1 CENTER sILT �LLC� I �i \ \ -` DAYLIGHT RC \A ,Q.13. 2813 M 749 'A_ C6 Zoned: EMERGENCY- -IGHT J \Cornp. Plan�'�T 6 Urban Core ",Y -CLASS -1 S P I L L -WAY CE RY Downkwn) 0 TEMPOkkkY__--- --I _(Z DEPTH) iness or -Retailing MA cc 7, SAFETY,-FENOE W1 GrON THAT R15-Anj ._,___SAN0, DO,,NOT--E-N TEMPO TER . ......... - - - ------- OLE,C fiJ RIMU5C oaTO U A( _T T_ DROP INLET - ----- -EX SAN. - PROTECTION DC SEWER - TEMPORARY 1, 1 N t 01-7 TOP — 7 — �� I R�FA O_U 0 D IVE kM N-,�,, Kum U N RIM 700.13 �Y \/j/' �� TEME 1-� fK ErO�E S OSS SITE. DD TOSU 8 ICE TO TEMPORARY 6" PLUG CONTRJ TO COMPLETE _IR UIL�INC�S UDEGkU TMP 56A2-1-33 Now or Formerly PHASE I WATERLINE CONSTRUCTION 6" GN� BOA GEORGE LEISURE & MARKETTA LEISURE _J I II IX TMP 56A2-1-31 Zoned: C-1 GREAT VALUE V� D.B. 2959 PG. 399 SHOPPING Now or Formerly Comp, Plan: CT 5 CENTER /I D G$, Urban Center I I TYMARK HO�DINII /# E I- - I � -! LLc I Use: Urban -4 DI ION D _J I DjB. �O7� P0. �1 81 1 1 I II p U11 Cornip. Plan: Cf 61 1 1 1,II f 1' ' f:i .` ]///� f%_ V I I I Urbao Cprej j (Downtown) LIMITS or --Use: Urban DITURBANCE CU INLE I PRO CTION, 2.29 AC) r _ -11y LIMITS OF DITURBANCE- (APPROX. 2.29 A Z U _704 P US JOINER &T�0) U J SITE S `COCURRENTLY UNDER r MU S 'x CONSTRUCTION L J SF —704. jr 7 0 4 — C r ,41 --------- W TJg OHF_._ off E off •0 EIRBAO_AD (S.R. _-V�RTA BLK_'��7W 6011 K111 �(l i W,01 IN 1 "10) 1, UIDUST CONTROL 3.39 VA E&SC STD. SOIL STABILIZATION BLANIKETS& MATTING 3.36 VA E&SC STD, TEMP. STONE CONSTRUCTION ENTRANCF, CE 3.02 VA E&SC STD. CONSTRUCTION ROAD STABILIZATION Ca 3.03 VA E&SC STD. SILT FENCE 3.05 V.A. E&SC STD. b-1 ORM DMIN IM, K I tKUTECT10N Ip 3.07 VA E&SC STD. TEMPORARY DIVERSION DIKE 3.09 VA E&SC STD. UTEMPORARY SEDIMENT TRAP T 3.13 VA E&SC STD. OUTLET PROTECTION 3.18 VA E&SC STD. TOPSOILING 3.30 VA E&SC STD, pS PERMANENT SEEDING 3.32 VA E&SC STD. TEMPORARY SEEDING TS 3,31 VA E&SC STD, I IT MULCHING 135 VA E&SC STD, I NMI I THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TION PRE-CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR GONE FINAL INSPECTION. 2, ALL EROSION AND SEDIMENT CONTROLMEASURE3WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE D SEDIMENT VIRGINIA EROSION CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL 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 ACTIATES N AREAS OTHER THAN R IN�PIGATEDQN THESE PLANS PCLUDINGB UTNOT LIMITED THFFSITEBORROW 0 WA?oRIATY�AS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARYEROSIONONTROLPLAN TO THE OWERFOR RtVIWAND APPR VeiHEPIAN APPROVING G 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. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11, AL WASTE MATERIALS D OAT OTHER DEBRIS. $HALL BE TAKEN TO AN APPROVED WASTE AREA, EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, 12, BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 11 ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14, BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7,OOAM TO 9:001"k 15. BORROW, DAMAGE IL OR WASTE ACTIVITY SHALL BI- CONDUCTED IN A SAFE MANNER THANMAINTAINS LATERAL SUPPORT OR ORDER TO OM N LIZ ANE� HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET 88CAUSE 0 SLIDES, SINKING, ORI V L5AP 16, THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL MAINTAIN REMOVE 0 1 NVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICAB ALL EROSION CONTROL MEASURES REQUIRED BY THIS P9h REGAADL 6SS OFOR SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17, TEMPORARY STABILIZATIONSHALL BE TEMPORARY. SEEDING AND MULCHIN8,, SEEDING 18 TO BE AT 75 LBSIACRE, AND IN THE MONTHS OF 88PTEMBER TO FEBRUARY TO CONSIST A 50/50 0 OF ANNUAL RYEGRASS AND CEREAL WINTER RYE AL MA R.9 LfERINMA HAND RILTO RYEOR YTH RNAT,Ve� ARE SUtP JECT TOAPPROVED PA I H AUGUST TO CONS '84% OF GERMAN MILLET. S RAW MULCH IS TO BE APPLIED AT 80LBS11008F ED BY THE COUWY EROSION C N ROL INSPECTOR, 18, 19: 20, Y EROSION AND SEDIENT CONTROL MEASURES AR E . VED WITHIN 3CONN DVAOF 5INAL&ITE AR M CO OF�TABILIZATION, A J E MM P OSRU W N EA RE$ ARE NO LONGER N EDED, SUBJECT TO APPROAVRAEL BY TBH NTYPROSION OL INSPE P- 11 IT JL I" JL RRA CONCEPTS, CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH, 434-295-4005 FAX 434-295-2103 NI'TH op, el�q Nc�� 11c. No. 35326 & lik�L-tQIVAL Vt�_� O�V Steven W. Edwards lic. No. 0931 SCALE- 1)� = 30' ISSUED- 11/06/06 DRAWN BY MOS REVISIONS: 0, 11-6-06, INITIAL SUBMITTAL 1, 12-14-06, ARB COMMENTS 2. 12-21-06, ACSA COMENTS 06, r1OUM NTVN7 fl^ 4_1_�N711111 -4/_ A- 11 1 a All rights reserved. No part of the material protected by this copyright (plant, ideas, designs, sections or details expressed on those plans) may be reproduced, changed or utilized in any form or by any means, electronic or Mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Term Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. @ TERRA CONCEPTS, P.C. -- - PARROT - _ 4Z �'ao-SS __ -_ SS `SSS �-7 SS - SS =` RM S' E ANENT RIP RAS` --__ L EL SPREADER (--- \DISTURBANCE CRITICAL EROSQN EA -6aoI \ �(APPROX. 2.52-AC)SILT \ OXIMATTP F ITS OF\ / T TREE FENCE, TTP - - REED V�A '\ /'/ /PROTECT NN; TYP. -677 _ - 683 - 8 ° ,II s --- - -\ 4 -no-- --- \ 80- _" NIN 5 "66%- OUT 81.00 DAYLIGHCP - DIVERS,19N / _- _ TO CONC TE-- DIKE #4(Dj / x - `- . - ' EMER E 65 _-..-- -- - IN G SPJUVVA EA \ETY-FEND WI ICN ------THAT READS-' RA\T5E O ` -QUICK SA1yD, 0'4 7-- \ ` _.-.ENTER" NISH GRA CON ETES o`'' � RETA68 IN ,..�-, % ..� ~•--. LE DE TYP. CONSTRUCTIONC Ste, ENTRANCE #2 / -.,_ -.-.. ` "•,. '�...g� f. % � �_--�,.. SS � � '_ � % . CF � x� � A rTr{ A 7 r TT -DI / './ , /� .`� I -E p 0`` ' S®TL TXP . SO] L P�E�;�/ t'�/ --t. �V.ERSION ! � E SHOPPING / � o v - lip= �K 4 TEM CENTER ZETO� �? . \ .✓�`"---' -715 '' \ I ITS OF / DISTURBANCE f (APPROX. 2.52 AC) I ) TMP 56A2-1-33 r I II Now or Formerly 1 - - GEORGE LEISURE & ,1, ; ,,. .� : � f�/ . _ o--�� • iii i �, iii _iii __ [[ _ I I I I 4 li ARKETTA LEISURE 1 0> or Fl One�ly D.B. 2959 PG. 399 LIMITS OF T� A K - o ®I�GI Zoned: C-1 LIC' Comp. Plan: C T 5DISTURBAN (APPROX. 2.52 AC) D.B. 3079 PG. 718 - Urban Center Zoned. C-1 1 Use: Urban �� \\\� •. Qom_ � � �� e 'oma \� - % �� I FoTurb�n p. Pla&:r� CT 6 IF— II I a Do�rnt iw) II l 'oLLIMITS F 704 II ' DISTURBANCE 1 i/ • r o qo\ • • ` �• : , f /� I (� � APPROX 2.52 AG JOINER T -j/ 8 s�11 II CURRENTLY UNDER I ! I I CONSTRUCTION I I L -1 � Z DA DA J- 1p.P - 704-- 04 ��-- - - -. 4 I 70 I it -704 TESo STAGE 3 CONSTRUCTION SEQUENCE: 1. INSTALL CONSTRUCTION ENTRANCE #2. 2. INSTALL PERIMETER SILT FENCE AND TREE PROTECTION. 3. INSTALL RETAINING WALL AROUND NORTHERN AND WESTERN PERIMETER OF SITE AND FILL SITE TO ROUGH FINISH GRADE. 4. INSTALL BASEMENT WALLS OF OFFICE BUILDING CONCURRENTLY WITH INSTALLATION OF RETAINING WALL. BASEMENT WALLS WILL BE REQUIRED TO SUPPORT POND SLOPE AND FINISHED GROUND AROUND BUILDING. 5. CLEAR AND GRUB REAR SLOPE AREA. BEGIN FILL SLOPE AT REAR OF SITE INSTALLING DIVERSION SIKE #4 AT TOP OF SLOPE. SEE LIMITS OF CLEARING AND GRADING. 6. MAT, SEED AND MULCH SLOPES AT REAR OF SITE TO BEGIN STABILIZATION PROCESS. 7. SECURE FLAT AREA FOR LAYDOWN, EQUIPMENT STORAGE, AND CONTRACTOR TRAILER. ADD STONE AS SURFACE. 8. COMPLETE ROUGH GRADING OF PHASE 2 PORTION OF SITE, 9. REMOVE DIVERSION DIKE #3 AND TEMPORARY INLET BASIN. STAGE 4 CONSTRUCTION SEQUENCE: 10. ONCE WALLS ARE COMPLETE AND ROUGH GRADES ARE ESTABLISHED, INSTALL ALL PHASE 2 WATER, SEWER, GAS, ELECTRIC AND OTHER UTILITY MAINS AND SERVICE LATERALS. MARK ENDS WITH WITNESS POSTS. 11. ESTABLISH FINISH GRADES FOR PHASE 2 AREA. INSTALL PARKING AREA STONE BASE AND PERIMETER CURBING WHILE MAINTAING INLET PROTECTION. 12. REMOVE REMAINDER OF TEMPORARY DIVERSION DIKES. 13. AS BUILDINGS ARE COMPLETED, INSTALL CURB, SIDEWALKS, ETC. IMMEDIATELY SURROUNDING THAT AREA AND PLACE LANDSCAPING AND GROUNDCOVER PER PLANS. INSTALL ASPHALT PAVING AS SOON AS POSSIBLE. 14. CONSULT REGULARLY WITH COUNTY EROSION CONTROL AGENT TO DETERMINE WHEN CERTAIN AREAS OF SITE QUALIFY AS "STABILIZED." DECOMMISSION ES&C MEASURES AS PERMITTED. ENSURE THAT ADEQUATE STABILIZATION PRIOR TO DEMOBILIZING SITE -WIDE IS ACCOMPLISHED. 8C3 - BRADDOCK CLAY LOAM, 7 TO 15 PERCENT SLOPES, SEVERELY ERODED 0 10, 20' 40' 80, 100' 81B - THURMONT LOAM, 2 TO 7 PERCENT SLOPES 88 - UDORTHENTS, LOAMY N= BASIC INFORMATION - 2 1. NFORMATION-21. FLUSH CLEAN COMPLETE STORM SYSTEM PRIOR TO DEMOBILIDW,31 AND FINAL INSPECTION. 22, USE DUST CONTROL AS NECESSARY DURING CONSTRUCTION, 23. ALL SEEDING IS TEMPORARY UNLESS OTHERWISE NOTED BELOW CN THE PLANS. ----875-- _ 67-6 PARROT CREEK SS `� - SS - - ---�ERMANENT RIP RAS �S LEVEL SPREADER -- TEMP. S � LIMITS -OF T U - - -�- - -680- - \ F1yA10E, TY� s DITURBAINCE (APPROX. 2,52 AC) PS CRITICAL ' `[EMP. TREE = - - - - - - - - - ..-. EROSION AREA -- _ --- _ .= ROTECTI01, P, �� \T/ TO l�ll1 10�' STEAM ' - -- _ - �- '- _ - �- - BUFFER i- '----- -_ -- _----- ----_ _ --_ \ ©-QU\,` "_-. � 681 - .`\ "--- -✓` ",--, _ \ y 87 \ \ 6gS INLET rr \ I / PROTECTION, -680- -692.6 6 0----- _ TYPICAL i v - - -- ---692.5 8 OFA CE 680- 15" RC -P @ .96� - -- _.._. ---'-• `"` ---" \ I I 1 � �.^ � FFE 1ST�.50 - - - INV. IN J� UQ. - 9 . - -�FFE BSMT 687.50 69 - I \ 6a INV. OUT`681.00 '� \ I I ` , • 6 \ \ \ \ 7 _ ` / DAYLIGHT TO CONCR C GLACE TEMP. EMERGENC9MANHLCOVER �W/ DI -LA -4, - / :-- ��R�3A. rS- r,'1 "-_. �.,\®e• _. � � � `"•,. 4` ..°--- ____ f /_ --' --' 695-----. LA - - 9 ' REP C T TC-�� •�i MSA H 5:11E C VE o / _ SEX. SANITARt. I N'S l EWER LIN REPLACE TEMP. ` / >oo Si . -� / i • �' - �� / / DI -7 W/ DI -26 - - - AR -OHT- ,i GREAT VALUE (' r _ -� = � - - � V II I I I I I SHOPPING CENTER :720 TMP 56A2-1-33 Now or Formerly cY,I IIS I GEORGE LEISURE & 1 1 0a ' ! ;rD(AIT�UPTRSPOF II I MARKETTA LEIS UR E BAN�E �o or or�niD.B. 2959 PG. 300 54 xx.52 �C) TYA K oDING Zoned: C-1 � �" , LLC Comp. Pian. CT 5 �ii + r _� I l D.B. 3079 PG. 718 I Urban Censer Zoned: C-1 Use: Urban op. Pla . CT 6 Trbln or I p a Dovnt w) J li LIMITS OF - / / AN.� DITURBANCE \ w • ' (� \ FFE 7d2 I'7 // - _ _ I{ APPROX. 2.52 AC) ----,-,- 704 C va- US JOINER SITE 0 CURRENTLY UNDER E 1 l I CONSTRUCTION I I I 702 D \ \� 704 o _ \ b0 704 F A#120 OHE ffRM• i / IDC DUSTCONTROL 3.39 VA E&SC STD. I37 SOIL STABILIZATION BLANKETS & MATTING 3.36 VA E&SC STD. TEMP. STONE CONSTRUCTION ENTRANCE CR 3.02 VA E&SC STD. CRS CONSTRUCTION ROAD STABILIZATION 3.03 VA E&SC STD. SILT PENCE SE 3.05 VA E&SC STD. IP STORM DRAIN INLET PROTECTION 3.07 VA E&SC STD. IDIS TEMPORARY (DIVERSION DIKE 3.09 VA E&SC STD. ST TEMPORARY SEDIMENT TRAP 3.13 VA E&SC STD. OIC [OUTLET PROTECTION 3.15 VA E&SC STD. IO TOPSOILING 3.30 VA E&SC STD. PS PERMANENT SEEDING 3.32 VA E&SC STD. I S TEMPORARY SEEDING 3.31 VA E&SC STD. 1�I1 MULCHING 3.35 VA E&SC STD. 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 7 0 THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL 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. WASTE AREAS��, ITHE CONTRAGTDOR SHALL SUBMIT R SUPPLEMEN ARY EROSION CONTROL PLAN T© THE OWNER FOR REVIEW ANDLAAPRO� Ai 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 OR 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 7:00AM TO 9:00PM. 15. PHYSISAL' DAMAGWASTE TO ADJACENT LAND AND IMPROVEMENTS, AND AMAGE TO ANY PUBLIC STREET BECAUSE 0 SLf DES, ORDER NKING, OR OOLLAPPSE. HAZARD TO PERSONS, 16. ALL EROSION CONTROL MEASURES REQUIRED BY THIS Pl'AN MAINTAIN REMOVE FOTHE SALE OF ANY LOT, JNNEIT, BUILDINGG OTREORTHENRAPORMTION FACILITIES TEROPEERR,TE,�APPLICABLE 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 OF GERMAN MILLET. STRAW MULCH S TO BE APPLIED CEREAL ARS SDUBB,JE ICT TO APPROVED BY THE CQUEI�T( EROSION CONTROLGINSPECT ORNsiSI 18. PERMANENT ST INCORPORATE[ SHALL BE APPLI IS TO BE APPLIE 19. MAINTENANCE: IMMEDIATELY. NECESSARY TO AND REPAIRED 20. WHEN MEASURES EROSION RE 0 LONGER NEEDED SUBJECT O APPROVAL BYY THEERCOUONTYERIOSION CONTROL INSPECTOSTABILIZATION, 1 CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-4005 FAX 434-295-2103 -VTH of an . �r Uc. No. 35326 12 -2? -0 c. q. k�SSIONAL VrG 3,TH pF r Steven W. Edwards Lie. No. 0931 Scsv SCALE: F" = 30' ISSUED: 11/06/06 DRAWN BY: MOS REVISIONS. 0. 11-6-06, INITIAL SUBMITTAL 1. 12-14-06, ARB COMMENTS 2. 12-21-06, ACSA COMMENTS v. 12-27-0`Ov i°OiT�, ivicisS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of terra Concepts, P.C. 0 TERRA CONCEPTS, P.C. STONE 70' MIN. CONSTRUCTION ACCESS __3" SM -2A ASPHALT TOP COURSE 2% 2% EXISTING PAVEMENT 6" MIN 21A AGGREGATE BASE STONE CONSTRUCTION ACCESS ! 7D 70' MIN. SPHALT PAVED WASHRACK ELEV. 690,30 7_ �77 7 - 7 MIN. 0.6' RISER CREST WET STORAGE ELEV. 600.00 ELEV. 600.00 ........... .... .... ............ 48" RCP WETSTORAGE .......... ... RISER ELEV. 687.50 ...... 5" DEWATERING .......... *'......." ............... SEDIMENT CLEANOUT I.- I .... ........................ ...... ORIFICE ELEV. .................. ............. ........ ......... ELEV. 686.20 .................. 687.50 ... .... . ....... ....... INVERT ELEV. .............. 692.00 Z r -EXISTING ELEV. 595.00 2% BASE 1 2% 60'. 2% PAVEMENT EMERGENCY SPILLWAY (RISER PASSES 25 -YR. EVENT) SEDIMENT BASIN RISER -,*—POSITIVE DRAINAGE *MUST EXTEND FULL WIDTH TO SEDIMENT OF INGRESS AND EGRESS TRAPPING DEVICE OPERATION PLAN 12' MIN. POSITIVE DRAINAGE 2% TO SEDIMENT TRAPPING DEVICE SECTION A -A NOTE: A MINIMUM WATER TAP OF 2" IS REQUIRED WITH A MNIMUM WASH HOSE DIA. OF 1.51, PAVED WASH RACK 9 SECTION E-017 V N.T.S. Source: Va. DSCW SNOW rDRAINAGE SWALE DIRECTS FLOW TO SEDIMENT BASIN 70' MIN. 3" SM -2A ASPHALT TOP COURSE A- 2% �ME %114 W-6- DIVERSION DITCH A- SIDE ELEVATION EXISTING GROUND EXISTING PAVEMENT 611 VDOT #21A AGGREGATE BASE 70' MIN. T ASPHALT PAVED WASHRACK 10' MIN. -1- ....... .......... 2% 12' MIN. EXISTING 9 PAVEMENT M 2-%/. 2% WIDTH AT DESIGN WATER DIVERSION DITCH MIN. --/ ["'�POSITIVE DRAINAGE 10, M i TO SEDIMENT IN ELEVATION IS 4,0' TRAPPING DEVICE PLAN VIEW' MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS SET IY2" WATER HYDRANT WITH OPERATION FROST PROOF HYDRANT 3' 70' MIN. ABOVE GRADE AND 4' OFF EDGE OF PAVEMENT 2% NOTE: A MINIMUM WATER TRAP OF 1" IS REQUIRED WITH A MINIMUM WASH HOSE DIA. OF 1.5" SECTION A -A ALBEMARLE COUNTY CONSTRUCTION ENTRANCE 25 SECTION E-001 N,T.& ate 3.38-2 SOURCE: VA. DSWC 18" min. (} ( I I t t t i .t 4-Tmin.— ompacted Soil —Flow jrA1k'j1V1Q0ja$ VtfA , 6\1 I SCA�T& Q)1\ V I a I JN�j I EelLN N111) 11 Ej I �25,) SECTION qCE Source: Public Facilities Manual, Vol. 111, Fairfax Co., Va., 1976 10 0*00 CORRECT TRUNK ARMORING TRIANGULAR BOARD FENCE FENCING AND ARMORCa H DRIP LINE- PROTECTIVI MAXIMUM LI CLEARING A PROPOSED PLATE 3,09-1 MIN, 5' 0, j tz, WHERE DRIPLINE 'F IS LESS THAN 51 CONSTRUCTION OPERATIONS RELATIVE TO THE LOCATION OF PROTECTED TREES E-005 N.T.S. Plate 3.38-1 SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control,VA. DSWC Sherwood and Wyant I SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES, 6MAK _5 FLOW 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. Jill FLOW 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. SHEET FLOW IMSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWXY INSTALLATION (FRONT ELEVATION) CONSTRUCTION OF A SILT FENCE (WITHIOUT WIRE SUPPORT) 25 ) DETAIL SOURCE: VA. DSWC PROVIDE ADEQUATE POI YFTPYi FNIF (AP STRAPPING TACK WELD PLATE. 3.05-2 SOURCE: VA. DSWC PERFORATED POLYETHYLENE DRAINAGE TUBING, DIAMETER VARIES (SEE CALCULATIONS IN APPENDIX 3.14-A) --------------- GRAVEL FILTER* RUNOFF WATER Ir VVAl SEDIMENT CONCRETE GUTTER _4� SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVEMENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. 'GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE, GRAVEL CURB INLET SEDIMENT FILTER E-028 25 ) SECTION E-012 N.T.S, Yea T.S. PLATE. 3.14-15 SOURCE: VA. DSWC RUNOFF WATER WITH SEDIMENT DEPTH VARIES AS REQUIRED FOR" DRY STORAGE WET FERNCO-STYLE "COUPLING STORAGE DEWATERING ORIFICE, V SCHEDULE 40 STEEL STUB 1 -FOOT MINIMUM, CORRUGATED METAL RISER DIAMETER VARIES (SEE CALCULATIONS IN APPENDIX 3.14-A) NOTE: WITH CONCRETE RISER, USE PVC SCHEDULE 40 STUB FOR DEWATERING ORIFICE *DRAINAGE TUBING SHALL COMPLY WITH ASTM F667 AND AASHTO M294 RECOMMENDED DEWATERING SYSTEM FOR SEDIMENT BASINS F 25 ) DETAIL E-078 NT.S. SOURCE: VA. DSWC TOP OF DAM PLATE. 3.14-2 ELEV.692.50 DESIGN HIGH WATER (100 -YR. STORM ELEV.) ELEV. 690,30 MIN. 0.6' RISER CREST WET STORAGE ELEV. 600.00 ELEV. 600.00 ........... .... .... ............ 48" RCP WETSTORAGE .......... ... RISER ELEV. 687.50 ...... 5" DEWATERING .......... *'......." ............... SEDIMENT CLEANOUT I.- I .... ........................ ...... ORIFICE ELEV. .................. ............. ........ ......... ELEV. 686.20 .................. 687.50 ... .... . ....... ....... INVERT ELEV. .............. 692.00 15" CMP @ ELEV. 595.00 1814 CONCRETE BASE 1 60'. DESIGN ELEVATIONS WITHOUT EMERGENCY SPILLWAY (RISER PASSES 25 -YR. EVENT) SEDIMENT BASIN RISER 25 DETAIL E-071 E-072 25 SECTION E-079 DETAIL N.T3. N.T.S. 8" MIN /--GRAVEL(12"MIN. DEPTH) PLATE. 3.07-2 WIRE RE MESH FILTERED SPECIFIC APPLICATION WATER THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. GRAVEL & WIRE MESH DROP INLET SEDIMENT 'G_'FILTER 25 SECTION E-013 N.T.S. TERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-4005 FAX 434-2952103 VTH OF Alan G. Uc. No. 35326 -27-0 ` 01VAL V�0� NVTH OF Q5 Steven W. Edwards ldc. No. 0931 SCXV, AS SHOWN SCALE: ISSUED: 11/06/06 DRAWN BY MOS REVISIONS. D. 11-6-06, INITIAL SUBMITTAL L 12-14-06, ARB COMMENTS 2, 12-21-06, ACSA COMME NTS jl J. 11 117 A;� Y'f�ATTNT'r17 f-d-VUlk/1 Ltl -S F NITq All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these pians) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission 'I from Terra Concepts, P.G. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. ©TERRA CONCEPTS, P.C. N VTH OF Alan G. Uc. No. 35326 -27-0 ` 01VAL V�0� NVTH OF Q5 Steven W. Edwards ldc. No. 0931 SCXV, AS SHOWN SCALE: ISSUED: 11/06/06 DRAWN BY MOS REVISIONS. D. 11-6-06, INITIAL SUBMITTAL L 12-14-06, ARB COMMENTS 2, 12-21-06, ACSA COMME NTS jl J. 11 117 A;� Y'f�ATTNT'r17 f-d-VUlk/1 Ltl -S F NITq All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these pians) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission 'I from Terra Concepts, P.G. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. ©TERRA CONCEPTS, P.C.