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HomeMy WebLinkAboutSDP201500009 Plan - Approved Final Site Plan 2015-09-15FINAL SI7'E F'Lr'1N FOR STH STREET STATION _ COR*TACT INFORMATION REFERENCES BOONOARY & TBPOSRAPMC)ALTTA SURVEY - (CLOSED KILL 512D03, *GEOTECHNICAL REPORT T - No LOTECHN cIT MALYSis. PROJEC NUMBER 28 1552 TOMES, MAUFTIM CAP ZONING ARM CATION PLAN AMENDMENT: RqTH STREET AVONIALNUERY CATER NFRJCH� 2012 O LOSEDAucUSTR 21121 FLOOOPLAN SPECIAL USE PERMIT IeIT MRAVADED U, 91 FKFAUSERSO PROI USERS V122001 CAPE SEPTFNIBER21 2019 CRITICAL SLOPES SPE IALLNEEXCEPTION' DATED MI 201F WATER PROTECTION ROI APECE FxO r.x PROHATORNAROR V1220[1 1 WATER PROTECTION FRAGRANCE Ory Louor u RATED DErLMDER 12 Ml� WATER PROTECTION ORDINANCE, nory A[A CYCOMFOR yxmp RATER PROTECTION ORDINANCE PHASE 11 AND SPAREST OwlOry PAO0ECI SUGAR V12201 DELL DECEPAIRD 2013 pL ISEDMAVie. 2011) • SITE PLAN - GERMANS PREPAREDLY 30THERENGINFERANX, DATED OCTOBER 10 PO4 •ROAD IMPROVEMENT PLAN. ROAD ME �O�IENT A AN �FI OTI STREET STATION DENT CREEK PARKWAY' PREPARED BY BUHLER B lrveawrvc PROTEIN NUMBER 21 POLL. NI 2013(REVISED MAY 5, 30151 • ROAD IMPROVEMENT PLAN. - PREAMPRO GAEL PLAN FRAFFTH 'FULETAND FONT CREEK GORE INTERSVI 'ON PROJECTRUIREID V122001 DATED AP,L26 20P (CLOSED JUNE , AN • WETLANDS PERMIT SCRI — IN M/wICEHEw LPFRtRirNO SEA OPT (SPHERAL PURNNUAUTHORSAI ION NO POPE lHlVA MTIIORIZAI DO EFFECTLE1 DATE DECEMBER 11 KTIR AUTHI OR REAR I ION DATE FPCEMBER TA 2020 GOVERNING AGENCIES • COUNTY OF ALBEMARLE DEPARTMENT OF COMMUNITY DEVELOPMENT GIVATICURE GOOD v A>u1n.,GwraP36E vA u. . .v UTILITIES • ALBEMARLE COUNTY SERVICE AUTHORITY TEL 14JOQ(4511 JFFA�,L, FIT �.,,; MIFT TAX MAP PARCELS 076M 1- 00- 00 -002AO 076M 1 -00 -00 -002130 076M 1- 00- 00 -004AO 07700 -00 -00 -011 EO LOCATION OF SITE NORTH OF INTERSTATE 64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA LOCATION MAP COPYRIGHT ADA THE MAP P�OPLE PENN I I FOR NO EOxsic .SCALE T -2000 OWI #ATATTLICART LATE PASCHALL ONE NORTH ORANGE STREET AS NOT THWART RHOAD STREET OF D PLAIN I ANE A P AN A I INNER SIR SOUTI BAEST BROAD STREET rFFFLITY PLAN ACT i AS D0 _ CONTACT DANJELS INNER PREPARED BY BOH LER E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone. (540) 349 -4500 Fax: (540) 349 -0321 dhines@bohlereng.com CONTACT: DANIEL R. HINES, P.E. SHEET INDEX M R HEAT ...A.. � NOTES LATE PASCHALL ON PLAN -PAR COUN COMMENTS ACPROCAI OF D PLAIN A P AN v T rFFFLITY PLAN ACT i AS D0 _ TANG HCT AN LES ,OB STEPS DROP I F D TA,ON GB INFIX L6 G� s� FLANE OrSHT US TFUNG PLAN FIRM LS — ART PLAN 17 FFIRD 0 OUT HALF A NUAGN PrvFSE FOREIGN AND 20C A - APPROVED PACIF RE A r PROFTCRANALUSPS 2 RETAINING WI _ Go r y xAU — PC - FAINCAP TO HOUSES ANCV BELONG _ �AFERGND BAy UTILITY DEALS CA a �ro /cam VUPC�IAPPAR EN nFTRANNUCOATAILON WE I F UNDERSIIGNEDVLOPERP THAT API-ROVAL F RIN ON 1) APPROVAL INDICATE VIRGINIA DEPARI OF OF THERRAN APPROVAL OF E ME OF MY HTSPONSEBIUA V Y INOBTACW NG FINAL VDO O T APPROON PRIOR TO THIC .STANCE OF BUILDING PERMITS ANDIOR CFRTIFICAI ES OF OCCUPANCY J Ch SI ghktve P,aI RFVI5ION9 REv LATE PASCHALL BY PLAT FREE -PAR COUN COMMENTS ACPROCAI GENERI�I, NOTES: CAN FRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH THE NOTES AND SPECIFICATIONS CONTAINED I SPEC CONTRACTOR IF RLINPONSULE TO ED SURE THAT ALL SUBCONTRACTORS FULLY AND COMPLETELY CONPORM TO AND 'AMPLY NIL I I IT lASC BROTHER ENTS 1 1 HS POLLO RING DOCUMENTS ARE INCORPORATED BY REFERENCE ,AS PART OF TE Is S17E PLAN OF THE PROPERTY OF HM s, REACH . SURVEY ALTYRACOM LAND TITLE SURVEY I USE CREASER JULY 8 SAYS . TORO BASE RE A RISC FIELD UPDATED AND VERIFIED BY KIRK HUGHES AND ASSOCIATES. RECEIVED APRIL 2S 201A . GEOTERINNICAL REPORT REPORT OF SUBSURFACE EXPLORATION AND GENTEEL INICAL ANALYSIS ECSISIDATELANTO LLO MARCH 2P 201 a FRAUD DOCUMENTS 2 ALL ACCIFFICHL I EAFRA ADA) PARKING SPACES CAUSE OF CONSTRUCTED TO MEET AT A ED ABOVETHBBCONTRACTORSRESPON MINIMUM THE GORE STRINGENT OF TFIE REAL REMELTS OF THE AMERICANS ABLE DISABILITIES ACT "1 1 CODE (42 I A A SU %I 01 11 LAI AND 42 u S A 64161 PEAK FN HE JURISDICTION ANNE ARE PROJECT om 19 1 0 RE NsTR. AN I ANY AND S AT ALL TIMES AMENDMENTS TO BOTH WHICH 3 PRIOR TO STARTING CONSTRUCTION THE CONTRACTOR IS REST ONSETS TO INPUT 1 IN I Al I SLOE LINDA PER" I , ANN APPROVAL IS HAVA FLEA ()IT JAPAN NO CONS I ETC I ION I A FABRICATION SHALL BEGIN UNTIL THE GONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED THE COMMENTS TO ALL PLANS AND OTHER DOCUMENTS REVIEWED AND OBTAINED CONTRACTORKIRIAl HAVECOPINSCALAIL PFRMIFC ASIA APPROVALS ON SITE 4 HIP ONINFILHOOMIRACUR .DUST BE FAMILIAR DATA AND RESPONSIBLE FOR T PROCUREMENT OF ANY AND ALL CERTIFICATIONS REQUIRED FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY 5 ALL WORK STEP BE AND ALL APPLICABLE PREQUIReeAe uRFMLNTS. CODES LAWRANDRANDARUS ARE APART OF THE REQUIRED CONSTRUCTION DOCUSENTSAND IN CAMEOFCONFLICT DISCREPANCY OR AMBIGUITY THE REQU aEacNTS AND /OR PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLAINS THE CONTRACTOR DUST NOTIFY IT IF LNGFULLPF IN RVRI I GE OF ANY SUCH CONFLICT, DISCREPANCY OR AMBIGNITY BETWEEN I HE XFATFCHNINAI REPORTS AND PLANS AND SPECIFICATIONS PRIOR TO PROCEFOING WITH ANY RICTIFIR WORK 7 THESE PLC AN ALL CAPRI I ON IN FORMATION PROVIDED TO 901 HAD ENGINEDENG BY THE OWNER AND OTHERS PRIOR TO THE TIME OF PLAIN PREPARATION CONTRACTOR FLAT FIELD VERIFY EXISTING CONDITIONS AND NOTIFY SOL TIER TASSELLING IN WRITING IMMEDIATELY IF ACTUAL SITE CONDITIONS DIFFER LEGAL I JEFF ,DARN CAN I HE PE AN, OR IF THE PROPOSED WORK CONFIDES W1 I IT ANY O I HER El I I EPA I JEFF A A Al I )IM&NSIONA SHOWN ON III 11 PLANS MUST BE FIELD VERIFIED BY THET C ON I RAC I OR PRIOR I 0 THE AT ART OF CONSTRUCTION (CONTRACTOR CHAT NOTIFY FNCI INSURITING FANYCAMPLICTS DISCREPANCIES ORARIBIGNITIES EXIST FACE TO PROCEEDING WINE CONSTRUCTION NO EXTRA COMPENSATION WILL BE PAID TO THE CONTRACTOR FOR SJUNKFAHICIPPERSTO BE REDONE OR REPAIRED DUE TO DIMENSIONS OR GRADES SHOWS INI IYON IHFEFPIAN.A PRIOR TO CONTRACTOR SPIVEY ENGINF�KWHIFTEJN NOURIVAILON OF JAMES AND ENGINEER THEREAFTER PROVIDING CONTRACTORPNITH WRITTEN AUTHORIZATION TO PLODDED WITH SUCH ADDITIONAL PROBE 9 CONTRACTOR SHOT REFER TO THE ACESCHIFTERTUREAUSULDING RE ANG OF RECORD PAR EFFECT LOCATIONS AND DIAIFNRKUNN OF I MODEST POINTS, ELEVATIONS, PRECISE BUILDING DIAL COLORS ANI) I AV f FEEL PIPE A I 11 I I A LOCATIONS 10 PRIOR TO 7HF .ATARI OF CONTIFUCHUN TILL COMPACTOR DUST THE BUILDING CNG, B REVIEW OF THE ENTIRE SITE PLAN AND THE LATEST ARCHITECTURAL STRUCTURAL MECHANICAL DIFFERENTIAL PLUMBING AND THE SUPPRESSION PLAY STEPS APPLICABLE) COMPRESSION AFABIGUITIES WHICH EXIST 1 1 DEBRIS DUST NOT RE CHAIR) ON I HE 8UHU=C I SI I I AUU) ALL I NALL I ABLIT EXCAVATED AACTERRAL AND WASTEI MUST BE DISPOSED OF IN ACCORDANCE ANY THE REAL IREMFNI OF WE SIR I AVEJURSDD ERTHBPRO, OVER CONTRACTOR NYANDA GOVERNMENTAL a °ER O H ALL )END AN REQUIRED DURING EXCAVATION f ADDITIONAL PRECAUTIONS TO BE TAKEN TO ASSURE THE STABILITY OF ADJACENT NEARBY AND CONTIGUOUS A ERIC I TALK ASIA PROPERTIES 1 C I ITT CONTRACTOR IS TO EXERCISE EXTREME CARE WHEN PERFORMING ANY RAMP ACTIVITIES ADJACENT TO PAVEMENT STRUCTURES ETC V% USE ARE DO RLMAIN I I 1 FULL FOR AN INI r HAI PHASIC OF THE PROJECT OR AS PART OF THE TRAP REQUIRED TO ENSURE IT IS A PROMISE CONTRACTOR IS RESPONSIBLE FOR TAKING ALL APPROPRIATE MEASURES BEGAN ,FIND _ NN WHICH rO PROVIDE A SAFE WORK OR TURN PAR, PEDESTRIANS AND ANYONE INFRASTRUCTURE WITH THE 14 THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY CAPSAFF DONE 10 ANY NAN OR EXISTING CONSTRUCTION OR PRoPTHIy PLANE THE COURSE OF CONSTRUCTION INCLUDING BUT NOT LIMITED 10 DRAINAGE UTILITIES, PAVEMENT STRIPING CURB ETC AND SHALL BEAR ALL COSTS AGEDGESTED VVID CAME TO INCLUDE BUT NOT BE LIMITED TO REDESIGN RE OFFALY RIP FLIBRIFITUAGAND CONSTRUCTION THECONTARECTACH 1.5 PRUPONSHI I TORANDIALGI HILL ACE ALL SIGNAL INTERCONNECTION CABLE SPRING CONDUITS AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING GONSIMICIII AND MUCH BEAR ALL COSTS ASSOCIATED WITH SAME I ITT PLACID OF ANY ALL IT NEW OR EXISTING CONSTRUCTION OR PROPERTY EQUAL RESTORE ALK IT I CAP I PHOTON OR PROPERTY TO A CONDITION DUHVAL,NI TO OR REITER TITAN THE CONDITIONS PRIOR TO NOMMENCEMITCH OR THE CONSTRUCTION, AND IN CONFORMANCE WITH MALL GATT F CODES LAPIS RUI HE REGULATIONS STATUTORY RFQU11RFMFATS AND STATTI FES CONTRACTOR MUST BEAR ALL COSTS ACTRAGIATED WERE SAME COMPRATTOR IS RESPONSIBLE TO DOCUMENT ALL FACING RANDALL AND TO NOTIFY THE OWNER AND THE CONSTRUCTION MANAGER PRIOR TO THE START OF CONERLIC HEN 15 ALL CONCRETE MUST BE AIR ENTRAII AND HAVF THE MINIMUM CURPRESSERVE STRENGTH OF 4 000 Psi AT ?A DAYS UNLESS OTHERWISE NOTED ON THE PLANS DETAILS THREE GERATECHNIGAL REPORT 16 THE ENGINEER IS NOT RESPONCHI F FOR CONS1RIC LON ME I HOPS MEANS TLEGHNII OR PROI SENEGAL I A CDC FOR IT IE CONSTRUCTION MEAN METHODS TECHNIQUES OR PROCEDURES FOR COMPLETION OF THE WORK DEPICTED BOTH ON THESE PLANE AND FOR AN A COCA 11 ISCIOPF REVISIONS SINCE RENAL RESPONSIBLE FOR DETERMINING THE RETHOOSSMEANS FOR COMPLETION ,OF THE WORK PRIOR TO THE COMMENCEMENT OF C ()NO REAL ION 17 THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR JOB SIFF SAFETY THE ENGINEER OF RECORD HAS NOT BEEN REPAINRII IU PERFORM OR BE RESPONSIBLE FOR JOB SITE SAFETY SAME BEING WHOLLY OUTSIDE OF ENGINEERS SERVICES AS REIGSTED TO THE PROJECT DF INGRAIN OF HIDGMIJ IN GOT RESPONSIBLE TO IDENTIFY OR REPORT ANY JOB NEAR SAFE I Y ISSUES AT ANY TIME 18 RE I CONTRACTORS MUST CARRY THE SPECIFIED STATUTORY WORKERS A COMPENSATION S AND ITS PAST PRESENT AND FUTURE LIABILITY INSURNEENCIT ANIL I RATES OF COMMERCIAL GENERAL LIABILITY INSURANCE THEIR COP POLICIES ENDORSED TE) NAME BUFFER ENUFFNEGRINO AGE ITS PAST PRESENT AND FUTURE OWNERS OFFICFR� HERE( COX PARTNERS, SHAREHOLDERS MEMBERS PRINCIPALS ASEEMISSIONEW AGENTS SERVANTS ABLISTAL FALLS INSURED AND TO PROVIDE GONTRAGTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE THIS HOLD FALSE INDEMNITY OMIGAIGNA ASSUMED US 111ECONTRACTORS All SAIRS OR!, MUNI ATHEIST SCRIPT! ENGINEERING WILL CERTIFICATIONS OF INSURANCE AS EVIDENCE SPITE FLOURED INSURANCE PRIOR TO COMMENCING WORK ANN TERM RENEWAL OF EARD POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION AND FOR ONE YEAR AFTER THE COMPLETES OF ITAl I ION IN ANSI ION ALL CONTRACTORS WILL TO I HE FILL Is I FX I UN I FEDERAL I 1 ED UNDER THIS LAW INFELICITY DEFEND AND HOLD HARMLESS HOLLER RS P OWNERS OFFICERS DIFECHM!, PARTNERS GRAFECIALDICRS, SUREVANDS EMPLOYEES AFFILIATES SUBSIDIARIES AND RELATED ENTITIES AND ITS SUBCONTRACTORS AND SUVANNSU TANIS FROM AND AGAINST ANY DAMAGES INJURIES CLAIMS ACTIONS PENALTIES EXPENSES PUNITIVE DARIAGES TORT DAMAGES, STATUTORY Cl ITEMS IF Al I LORD CAUSES OF ACTION LOSSES CAUSESUFAGILON LIPAGIIIII-8 %OR COX I A, INCI THINGS BUT NOT LIMITED TO REASONABLE ATTORNEYS FEES AND DEFENSE COSTS ARISING OUT OF ORIN ANY SOLE CONNECTED WITH OR TO THE PROJECT INCLUDINUARNI 9 BY PAPLOYEE6 OF THE CONTMCTOHS, AL _ CLAIMS By THIRD PARTU, AND ALL CLASS RELATED TO THE PROJECT CONTRACTOR MUST N07IFY ENGINEER IN ADDING AT LEAST THIRTY RAF DAYS PRIOR TO ANY TERMINAILON CLSPENSIGH OR CHANCE OF ITS INSHRANIF nEREUNnR ACTION ON THE CANTRACAHAR REQUIRED 10 NEITHER ENGINEERING WILLREVIRE'VOR SHE CLIFFS APPHORKLATF SELEAPDRACRANTS PRODUCTDATA SAMPLES AND OTHER DATA, WHICH THE CONTRACTOR Is ONLY FOR THE LIMITED PURPOSE OF OFFERING FOR CONFORMANCE WITH THE LEARN INTAKE ANIL ITT INIS)MMAILON SLOWER IHP CONSTRUCTION CONTRACT DOCUMENTS CONSTRUCTION MERENRANYBOARE METHODS ANACAR TECHNIQUES OPPROCEDURES COORDINATION OF THE 'WORK VERY GULF IHADPS AND CONSTRUCTION SAFETY PRECAUTURNI ART THE POLE GREEBURIA111y OF THE CONTRACTOR AND BUFFER HAS NO RESPONSIBILITY OR LIABILITY FOR SAME HEREUNDER COFFEE ENGINEERING , SHOP DRI DECAYS WILL BE CDl 1 IN FBI I IT REASONABLE PROMPI NESS WELL F RACE LOWING SUFFICIENT LOSE TO PERMIT ADEQUATE REVIEW REVIEW OF A SPECIFIC LITERS REST NOT INDICATE THAT BUFFER ENRIEFFRING HAD RECEIVED THE ENTIRE ASSEMBLY OF WHICH TIE REAL IS A COMPONENT BOLLES ENGINEERING WILD NO I BE RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DONJUMENTS NOT PROHIBITS AND IMMEDIATELY BACOUGHTTO THAI IN VINING KNEES CONTRACTOR FREFOR INGINIFFRING GNP NET BE REFFAI O HLVERN PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED AND RESPONSIBILIFFEA INCLUDING BUT NOT LIMITED TO CONSTRUCTION 20 FRILLY HIS PROLESSIONAL ACTIVITIES OF BELIEVE FANGINFFRINA NOR THE PRESENCE OF HOUSE EHCDNFFRING IMAGE HIS FAIN PRESENT AND FUTURE OWNERS OFFICERS DIRECTORS PARTNERS SHAREHOLDERS MEMBERG, PRINCIPALS corAMIXECOLHO AGENTS SERVANTS EMPLOYEES AFFILIATES SUBSIDIARIES AND RELATED ENTITIES AND TA SUBCONTRACTORS AND SUB70NHLJI AND Al A COUNCTLECLOTIONAURNFE-1 ALL FLAIL HFLIl ]ITT GAGEREAL CONTRACIOR OF 11S OBLIGATIONS u DUTIES OR PROCEDURES NECESSARY FOR PERFORMING OVERSEEING MEANS METHODS SEQUIFINCT IL IL CONTRACT DOCUMENTS AND COMPIRECT ANY HEALTH OR AL PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES WILL JURISDICTION OVER THE PROJECT ANDSOR PROPERTY BUFFER ENGINEERING ANN IS PERSONNEL HAVE NO AUTHORITY HO FXERCISF ANY CONIRCE OVER ANY CONSTRUCTION CONTRACTOR OR ITS EMPI BYTES IN COHNECTION WITH THEIR WORK OR ANY HFAI TH OR SAFETY PRvCI OR PROCEDURES THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY BOHLEN ENGINEERING SHALL BE GLEANINGS BY THE AFNIPHAI ABSTRACTOR AND MUST AT NAMED AN AIDIDIIIMNAI INSURED UNDER THE PENFRAI CONTRACTORS POLICIES OF GENERAL LIABILITY INSURANCE AS DESCRIBED ABOVE IN GIC IN OCR JOB SITE SAFETY 21 IF DIT CUNIHI DIVIRETS THEM ]HE CIGNA AND SPECIFICATIONS INCILIHAINA IHE NOIL!, CONTAINED LEARN WITHOUT FIRST OBTAINING THE PRIOR WRITTEN AUTHISGIVAIKAN AN THE ENGINEER FOR SUCH DEVIATIONS THE CONTRACTOR IS SOFTLY RESPONSIBLE PON THE PAYMENT FAFRALLBBOVS INCURRED IN CORRECTING ANY IVORY DONE WHICH DEVIATES FROM THE PIANS All FALLS ANDOR PANATIES ASSESSED WELL RESPECT HLREGO AND ALL corAPENSATORY OR PUNITIVE DAMAGES RESULTING LHIPHLFRULA AND FURTHER SHALL DEFEND INDEMNIFY AND AND HARMLESS II ENGINEER TO THE FULLEST EXTENT PERMITTED FRESHENERS INS INACCORDANCLYSITH PARAGRAPH 19 HEREIN FORGER FROM AFFEEA ATTORNEYS FEES DAMAGES COSTS JUDGMENTS PENAI ESCALATED HAT RSAIEF) TO SAME 22 CONTRACTOR IN RF9PON5AAI F FOR FAIN I LINANI ANN PROTECTION OF TRAFFIC PI AN FOR Al I WORK I HA I AFFLO I A A USDA TRAVEL EITHER IN THE A OVAL OR ON AFF THE CRAY I FOR IT III THEM MUST BE INCLUDED IN THE CONTRACTOR A FARE 2A ALL MEANING ANIN PAVAMFN I U 1 PIPING MUST CONFORM TO MANUAL ON IN HORD I RAF FIC CON 1 SHE DEVICES OR LOCALLY APPROVED SUPPLIERS NE 24 ENGINEER 15 NOT RESPONSIBLE FOR ANY INJURY OR DAMAGES RESULTING LUCKY CONTRACTOR S FAILURE TO BUT I) OR CORPULENCE IN PILL I ACCORDANCE WITH THE APPROVED PLAINS IF COPIES ION ASEAN OWNER FAIL BUILD OR CONSTRUCT IN STRICT ACCORDANCE VERY APPROVFn PI ANN I I Ey AGREE TO JOINTLY AND SEVERALLY INDEMNIFY AND JOE A ENGINEER I FACELESS FOR ALL INJURIES AND DAMAGES INA I FANXINEFP SUFFERS AND COSTS THAT ENGINEER INCURS AT OR%NFR MILK I MAINTAIN AN A PRESERVE A I PHYSICAL SITE FEATURES AND INSION FEATURES DEPICTED ON THE PLANS AND RELATED DONUMENTA IN ETHIC I ARD ()PARKING WITI I IT IS APPROVED PLC NOG AND DESIGN AND FLAR 1 LIFE ENGINEER IS NOT FEAR ONOBLE FOR ANY FAILURE TO SO MAINTAIN OR PH[QHKVA SITE ANCOR DESIGN FEATURES IF OWNER FACTS I 0 MAIN I AIN POLICE PRESERVE ALI PI INSICAL SITE TEPID RES AHEAD DESIGN FAST FEES DEPICTED ON THE PLANS AND RELATED Dl US OLMNFR AGATES 1 A INDEMNIFY AND HOLD ENGINEER NOVEL FAA FOR Ad I HJURIFS AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT SPAIN FPS INCURS AS A RESULT OF SAID FAIL UBE 26 ALL DIMENSIONS MUST BE TO FACE OF JUB EDGE OF PAVEMENT OR EDGE OF Bl- TRAP TELL NSA NO I IT I C) I I BURST 27 ALL CONED PLOT ION ANN CIA I FRICE A MUST COMPLY WITH AND CONFORM TO ADS A ABLE PROPHET STATE AND LOCAL REGULATIONS DAYS ORDINANCES RULES AND CODES ANN ALL APPLICABLE OSHA REFULUIREMENTS AS CONTRACTOR AND OWNER MUST INITIAL I Al I =1 AMPULE AMD COMPONENTS IN XTRUCT III)KIPLIANCT WI I IT AND ACCORDANCE WIDE I MANUFACTURES S STANDARDS AND RECOMMLINLECE INSTALLATION CRITERIA AND SPECIFICATIONS IF CONTRACTOR ANDPOR OWNER FAIL I 0 1 0 ,SO IT Ey AGREE TO JOINTLY AND SEVERALLY INIUMNITY AN 1) HOLD EARN IER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SU I EF NN AND COSTS IT AT ENGINEER INCURS As A REST LIT OF SAID FAILURE P POLLUTION P 29 CONTRACTOR IS RESPON5181 F 1 A MAIN FAIN ON SITE ELVES N SP N COMPLIANCE WITH EPA REQUIREMENTS FOR SPEC LqHFHI, ONE Cl) PAGES OR MORE (UNLESS JURISDICTION REQUIRES ANTIVILESS FEEL PRINT I HOST OF SUBCONTRACTORS ARE IN COrYIPLIANC,F WILL I HE AWARE HNI BUT NOT LIMITED TO LOGGING ACTIVITIES IMINIMUM ONE PFH RACE AND AFTER RAINFALL EVENTS) N (CORRECTIVE MEASURES APPROPRIATE iO AS CONTAINED IN THESE DRARINGS ,END ASSOCIATE ART ELATION DOCUMENTS PREPARED By THE SIGNATORY PROFESSIONAL INGINFLH INC FINE OF THE WORDS CERTIFY OR FERRARI CONSTILUBER PC EXPRESSION OF PROFESSIONAL OPINION REGARDING THE INFORMUCHUN WHICH IS THE SINJECTOFTHE ANDEFPCONED PROFESSIONAL KNOWLEDGE OR BELIEF AND IN ACCORDANCE WITH COMMON ACCEPTED PROCEDURE CONMETENT'NITH THE APPLICABLE STANDARDS F PRACTICE ANN DOLT NO I CONSTITUTE AVARRANTE OR GUARS N 1 EL _. III HER NXPRFXSGD OR MPLED GENERAL TDE?,TOLITION NOTES; 1 Ti IN PLAN REFERENCES DOCUMENTS AND INFORMATION BY SURVEY KIRK HUGHES AND RECALLS IRS 2; CAST TUIT STREET MARCH 3 JOSE (RE PR SPIN) 2 CONTRACTOR SHAI I PFRIFORMAII RORK IN ACCORDANCE WITH THE REQUIRFUELES OF I FIR X CUPPLI IONAL SAFETY QSHEA OF 19T (UAUAll AS AMENDED AND ANY DFG,AONS AMNDMENTSO . IASI F FALLER ENNINAFRING HAD NO CON I KARL UAL LEGAL OR OTHER RESCONSIR11 HE FOR JOB 811F SAFETY OR JOB SITE SUPERVISION ORANYTHINCRECULF1310',RAIL 4 ITT U,MULIIIUN GLEN IS INTENDED TO PROVIDE GENERAI REGARDING ONLY RECORDING FEES To BE DESOLATED ARDOR REMOVED ITT CANNIRACTOR CAUSTALSO REVIEW THE RUTH 911L CAN DRAWINGS AND INCLUDE IN ALEXANDER ACTIVITIES ALL INCIDENTAL RORK NIRCRABACCE A FOR IT IE CONSTRUCTION OF THE NEW SITE MPROVEMENTS I CONITIRRUGH MUST RAISE ANY QUESTIONS CONCERNING UP ACCURACY OR INTENT OF THESE PLANS OR SPECIFIRSAINNS CUNCERIN8 REGARDING THE APPLICABLE SAFETY STANDARDS OR THE SAFETY OF THE CONTRACTOR OR THIRD PARTIES IN PERFORMING IRA RORK ON THIS PROJECT WITH MOLLER ENCUNDFRING IN GELLER AN13 RESPONDED 10 BY ROLFES INWATING PRIOR TO ITT INITIATION SPICY SITE ACTIVITYANDANY DEMOLITION ACTIVITY ALL BEGIN FROM A(GIVITLES JUST BE PERFORMED INAGGLORMANI REQUTS aESEN OF PRESS PLANS AND SPEGIFICATIONS AND ALL APPLINAM I FIRERAL STATE AND LOCAL REGULATIONS RULES REQUIREMENTS STATUTES ORDINANCES ANN CODES 6 PRIOR TO STARTING ANY DEPADLIT10N CONIRACTOR IS RESPONSIBLE FOR70 ASSIGNING ALL REQUIRED PERMITS AND MAINTAINING IHE SAME ON SITE FOR REVIEW BY THE ENGINEER AND OTHER PUBLIC ATAKORA HAVING JURISDICTION THROUGHOUT THE FIJUAIIKUN OF THE PROJGCT STEWPORKAND DEMOLITION WORK ADA INSTRtiCTIONS TO CONTRACTOR CON FRACTORS PLOT EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ADA HANCRAP, ACCESSIBLE CURABLE IS AGE ACCESS ROUTES FOR THE SETE THESE C)MOBNENTS, AS CONSTRUCTED MUST BUBBLE WIT11 THE CURRENTADA STANDARDS AND HEART Al IONS BARRIER FREE ACCESS AND ANY SULFATE QNS REVISIONS DR JABAL IS 10 SAME ARRI AD SURFACES ALONG THE ACSFYISIBLE ROUTE OF TRAVEL FROM PARKING SPACE PUBLIC TRANSPORTATION PEDESTRIAN ACCESS INTER BUILDING ACCESS TO POININ OF ACCORDING BUI RING LNIRANCEIEXIT MUST COMPLY WILL THESE ARAPAHOE HIESTALAMENTS THESE INCLUDE BUT ARE NOT ND PARKING ASLES SLOPE SHALL NOT ESCEEC 1 IS EPA PER FOOT OR NOMINALLY 20%) IN . PARKING IMPACTS ANY DIRECDON • CURB RALPH GTE MIN XELS U R R 3%) FORA MAXIMUM OF Sx (6) FEE . CRASHES CURB I BE PROVIDED „4PERFOOTORN NA A20 %,AANYDIRECTION PROVIDE D, VE DRAINAGE AND MUST NOT EXCEED 1 SO `A°EHGSARIAECANNT°EU's`NM Ea TRAVEL (CAR NCOLBERLSODCE; MUM E TT oR '.n N THE DIRECTION to N AT M RAMP MUST FAST ADA FAIN RAILS AND A CADMIUM STORE UP 1 1? (BE%), ISO A CHAVERMUG RISE OF 25 FEET 'LEVEL LANDINGS ON EACH LLD I HAT ARE CROSS SLOPED NOMORE T IAN U 63N ANY DIRECT ION „ PER FOOT OR NOMINALLY 23 %. FOR POSITIVE DNA IMAGE . . DOORWAYS MU5THAVEALEVEL AFFAIRS FRED ON THE EXTERIOR SIDE OFILL POLAR THAT IF HOPED AWAY 'ROM THE DOOR NO MORE THAN 150 ES PERFOCY OR NOMINALLY w) FOR POAFTEVF DRAINAEF ITS LANDING AREA MIKE GET NO I CBS THAN AS INCHES Q FEES LONG FAA CRT ADA STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS (SEE BECAUSE Il ANY oIHFK ) REFERENCES INCORGURAHAD HE . X HEN I ITT PROPOSED CONSTRICTION INVOLVES RECONSTRUC, 1 CAN SEPARATION REVISION OREXTENSION OF OHIO ADS corAPOMENTS FROM FXUXIN(. DOORWAYS OR SURFACES COURACIAR MUST VERIFY EXISTING ILEVATIORSSIIOWNONTHEPtAN NOTE THAT TAPE F ALL 2 OF 1 1 IF DEPARTMENT OF JUSTICES ADA STANDARDS FOR EXPROSSIR1 F DESIGN ALI Ul FOR STEEPER RAMP SLOPES IN RARE CIRCUMSTANCES RtECONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES AGREED "LLD CONDITIONS THAT DIFFER IN ANY WAY OR ANY RESPECT PROUD ALAI IS SIOUNN ON THE PLANS IN WENDY, AFFORD corAMENCEUEN1 OF WORK CONSTRUCTED IMPROVEMENTS DUST FAIL WITHIN THE MAXIMUM AND DAUGHTER LIMITATIONS IMPOSED By THE BARRIER HALF POPULIST IONS AND THE ADA REQUIREMENTS . I HE CONTRACTOR MUST VERIFY THE SLOPES OF CONTRAC RUTH TOBIAS DRIORTO POURING CONCRETE BABY NON DONFORMANCE IS UPSTAGED OREXISTO CONTRACTOR CLIFF DAMPRIAGLY NOTIFY THE ENGINEER PRIOR TO POURING CONCRFFF NONIRAVACR IS RESPONSIBLE FORALL SCALPER RANGED REPAIR AND REPLACE NON CONFORM ING CONCRETE IT IS STRONGLY RECOMMENDED THAI HHE CON REACTOR REVIEW THE INTERNET CORSI FLAT ION ALI I I I IT IE LOCAL TATUNG CODE PRIOR TO COMMENCESENT OF CARD I DID: f ION GENERAL, GRADING AND UTILITY NOTES 1 LOCATIONS ()I All EXISTING AND PROPOSED SERVICES ARE APPROMMANE AMU SAUDI BE INDEPENDENIly CONFIRMED WINE LOCAL UTHIM COMPANIES PRIOR TO COMMENCEMENT STABLE CONSTRUCTION OR EXCAVATION SANITARY PLAYER AND ALL OTHER UTILITY SERVICECRANNI-C IIC)NPOIN18NIUSTBEiRDEPENDENTLYCONFIRMLEBY THECONTRACIFFARIN INC HALF PRIOR TO THE OOmrAENCEMENT OF CONSTRUI-11DIN All DISIREPANCIESPATRU PAIDERATELYBE REPORTED INWRITINCI 10 MAGI CONSTRUCTION MUST COmrAENCE PRESSING AT THE TOWARD INVERT (POINT OFF CONNECT ION) AND PaoORR B HP GRADIAN 1 PROPOSED INTERFACE POINTS CROVAI SITE FREIINU ANULVERCHUND UTILITIES SHALL BE HALF VERIFIED BY FACT OIL PRIOR 10 COMMENCEMENT OF CONSTRUCTION 2 CONTRACTOR MUST VERTICALLY AND HOHISHANTAILLY LOCATE ALL UTILITIES AND SERVICES INCLUDING, BUT NOT LIMITED 10, (JAY VAL ELECTRIC SANITARY AND STORM SEWER TELEPHOCIT CABLE RAI,R OPTIC CABLE GREG THE LIMITS OF DUSTUREANCE OR WORK LEASE WHICHEVER IS GREATER THE CONTRACTOR MUSE USE REFER TO ANDCOMPLY WEST ITT FIC Q CHLORIDE 24 SANITARY NAURU PIPE BUSH BE POLYVINYL (PVC) MAY 35 EXCEPT WHERE INDIKAILD OTHERWISE . SANITARY LATERAL DUST BE PAY SCI SELLS AD OR PVC CAR IS UNLE!,C INDICATED, IN WRITING, OTHERAGE 25 STEELYARD FAMISHED SEWER PIPE FEMALES DISCOLOR ARE NOMINAL AND MEASURED CENTER ()I FINAL ARDOR MANHOLES STRUCTURE TO CFN I IF OF STRUCTURE 26 C I ORCALWATER ROOF MEAN LOCATIONS ARE BASED ON PRELIMINARY ARCHIFTECHIRAI I ANN CONTRACTOR IS RESPONSIBLE FRAUD FORVFRIFYING LOCATIONSOF RAMP SAFFRON FINAL ARCHITECTURAL PLANS 2A XJEWFH� FROSING STREAMS ANDPOR LOCATION WITHIN TO FEET OF THE STREAM EMIPANKMIFNT OR WHERE SITE HONDURAN A() INVEAF PILOT BE CON91RUCILD UK SILLL REINFORCED CONCRETE PLATTE IRON OR OTHER SUITABLE MATERIAL SEWERS CONVEYING SAMIARY PLACED COMBINED SANITARY CHAD CALORIMETER FLOW OR INDUSTRIAL IT OW MINT BE OPPLARATED FROM WATER MAINS BYA CHANCE OPAL LEAST 10 FEET HORIZONTALLY TBICHLATERELSEPARATEGAN ISNOTPOSPABLE THE PIPES MUST BE IN SEPARATE TRENCHES ROPH INC SEVERAL LEAST 18 INCHES BELOW INC BATTOMOT H�CVXATERMAIN OR SUCH OTHER SEPARATION AN APPROVED BY THE GEFVFANMIANT AGENCY WITH UNCRGROUND UTILITIES THE CONTRACTOR IS PE�PONSIDL= FOR REPAIRING ALL BRIDGE To ANY EXISTING PLANS UTILITIES DIRINACCOSTRUCTION ATNO C08TTOTHE OWNER CONTRACTOR SHALL BEAR ALL COSTS RESSARIATED WITH DAMAGE TO ANY EXISTING A III 11 ITS RULING CONSTRUCTION 3 IT IS THE CGRAIRAC OUR RESPONSIBILITY TO REVIEW ALL CONSTRUCTION GON1RACT DOCUMENTS ENCLUDINO BUT NOTTLIBAFTEDICALLOF THE DRARVIENCE9 ANY SPECIFICATIONS ASSOCIATED WITH THE PROJECTACHAD SCOPE PRIOR TO ITT INIIIATION AND COMMENCERMENTABCONSIRLOPECAN HHOLHI) ELF CONTRACTOR FIND A CONFLICT ARBOR DISCREPANCY BETWEEN ELF ARGUMENTS RELATIVE TO THE SPECIFICATIONS OR IMF RELAIVE OR APPLICARIT CODES REGULATIONS LAGS RULES SAXIUITA AINUABLE ORDINANCES IF IS THE COMPREPLATCHA SOLE RESPONSIBILITY TO DAIRY THE PROJECT ENGINEER OF RECORD 1N RULING OF FAIN CONFLICT ANVOR DISCREPANCY PRIOR TO PUT SHALL OF CONSTRUCTION CONTRACTORS FAILURE TO NOTIFY THE PROJECT INGINEGR SHALL CONSTITUTE CONTRACTORS PUT ANN COMPILIC ACCEPTANCE OF ALL RESPONCIRIHIM TO COMPLETIETHL ESCAPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WILL ALL FEDERAL STALL AND LOCAL REGULATIONS LAWN ,CLUTES ORDINANCES AND CODES AND FURTHER CONTERVAOR SIDELL BE RESPONSEELL FORAI COSTS ASSOCIATED WIFE SAME A THE CONTRACTOR FLAT LOCATE AND AFFARLYAND UNAMBIGUOUSLY DEFINE VERTERALLYAND HCHISOUNTALLYALL ACTIVE AND INAL,11VT UTILITY ANDIOR SERVICE SYSTEMS THAT ARE TO BE HJMUVH) LHE CONTRACTOR IF RESPONSIBLE TO PROTECT AGE MAINUAIN ALL ACTIVE AND INACTIVE SYSTEMS THAT ARE NOT BEING RIUMOVIPYRALOCA LED DURING rr I IZE POSTERITY THEAPPLIMABLE UTILITY SCHOOL R REQUREMENTSAND C THE CONTAC ]OR MINT IS RESPONSIBLE FOR ALL COORDINATION PROCEEDING UTILITY DEMOLITION AS IDENTIFIED OR PLATEAU FOR THE PROJECT THE CORTI DUST PROVIDE PHE OWNER WITH WRITTEN TECTIFINAAKIN THAI INC EXISTING UTILIFIFS AND SERVICES HAVE BEEN TFRIVINAFT) AND ABANDONED IN ACCORDANCE WITH THE JURISDICTION AND UTILITY COMPANY n REIENSAND ALL OTHER REAL o RFMENS, RULES. STATUTESLAWS. ORDINAID .FEARS CODES S THE CONTRACTOR MUST TOTAL All SIORM SEWER AND SANITARY SEWER COMPONENTS WHICH FUNCTION BY ( ( UNWACTOR IS RESPONSIBLE FOR CONSOLIDATION ()I BUT TIAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR ERROLL PLUNGE UTILITY CONNECTION LOCATIONS PREASE TRAP RRAUIRLMENTSHOETAILS DOOR ACCESS AND EXTERIOR GRADING THE AHCUIIIXCT WILL DETERMINE THE UTILITY SERVICE NIGHT THE CONTRACTOR SEA ( UARDINI INSTALLATION OF HELITIESCERVIRES VVIN ITT ININVIDLICH COMPANIES TO AVOID CONFLICTS AND TO ENSURE THAT PROPER I ARE ACHIEVED THE CONTRACTOR IS RESPONSHI E FOR ENSURING THAI INSTALLATION OF ALL IMPROVEMENTS COMILLA WELL ALL UTILITY REQUIREMENTS WERE JURIAMRILON FINCOR I ERROL OF THE SITE AND ALL OTHER REAL (OLLF, HIPLOJIMLMENIS, RULES, STATUTES GLASS ORMNALI ,AND . WHERE APPROPRIAG SEPARATION FROM A WAL MAIN IF NOT POSSIBLE THE SEWER MUFF HE ENCASED IN CONCRETE OR CONSTRUCTED OF DUCTILE IRON PIPE LUNG MECHANIC Ad OR SLIP ON JOINTS FOR A DISTANCE OF AT LEAST AS FAI'f ON AREA BEDE POINT CROSSING IN ADDITION ONE FULL LENGTH OF SENILE PIPE SHOULD BE LOCATED SO BOTH JOINTS WIR I HE AS FAR RCM THE WATER ER GAIN OROSts TABLE ASE PER, ADEQUATE STRUCTURAL SUPPORT FOR IT A SEWER HURT BEPROHIBIT) 28 WATER MAIN PURVEYOR IN THE ABSENCE OF SUCH REQUIREMENTS WATER MAIN PIPING MUST BE CEMENFLINED LOCAL WATER DUCTILE ry SLIP) MINIMUM CLASS 52 THICKNESS Ad I PIPE AND APPURTENANCES HURT COVE Y Wl I I T IE APPLICABLE APOGEE STANDARDS IN EPFLHT III THE TIME OF APPLICATION 29 CONTRAILOR RUSH ENSURE THAT ALL THIRTY TRENCIPS LOCATED IN EX15TING HAVEN ROCADWAYS INCLUDING SEWER AGATERAND&I SYRATME MUST BE REPAIRED INACCORDANGL MAIN REFERENCED MUNICIPAL COUNTY ANDORVAU BE SHE SAS APPLICABLE CONIURRAPPORTAIDELL ORKWELL Tn NCYWINE JURI JURISDICTION ATE NBPwT NnrvDAPPRa DOx PLErm 30 WHERE BASEMENTS ART I U HE PROVIDED FOR PARNPQRFn HALL I ING UNITS, FIX DEVELOPER SHALL By TURING ON By TEST PIT DETERMINE THE DEPT IT I CE GROUNDAYEAT IS AT THE LOCATION OF I ITT PROPOSED AVELL INGS WHERE GROUNDWATER IS ENLUUNTERLD IN THE BASFMFNI AREA HAPPI'LLENTS BVILL NOT BE INSTALLED UNLESS API'CLAI CONCIRGETION PASTIODS ARE FILINGS), TO BE REVIEWED AND APPROVED By THE MUNICIPAL CONSTRUCTION CODE OFFICIAL IF AND WHERE 91JMP PUMPS ,FIRE INSTALLED ALL UILICHARGES MUST BE CONNECTED TO THE SHIPS SEALY A CLEATENT MUST BE PROVENLY FACE TO THE CONNECTION TO THE SLOPS BLAME IN ORDER THAT BLOCKAGES CAN BE AURRESSED 11 FOR SINGLE El OrvIS)AARE BUILDING FOOTPRINT MUST v) O BASED EFFIGHTLECTARL HE AND G PROVIDE A MINIMUM OF BIT OW SIDING WHENEVER IS LOWELL AND MUST PROVIDE POSITIVE DERICAST A% MIN I ASSAY FROM DWELLING ALL CONSTALVION INCLUDING GRADING NICE I ARABI Y NI I IT IT IF LATEST LOCAL ,END STATE PILL RIAU YANG AND ALL OTHER APPLICABLE REOURFMCINTS RULES STATUTES LAWS DRISNANCES AND CODES 32 LOCATES :)I PLOT USED UTILITY POLE REI ()CATION IS AT 1 1 IE SOLE DISCRETION OF UTILITY COUPANY 13 A ONSULTAUT IS TRIP IER LIABLE NOR RESPONSIBLE FOR ANY SUBSURFACE CON IN I IONS AND FURTHER, SHALL HAVE COMPACTED) THE PROPERTr. CODES AND FURTHER A RESPONSIBLE FOR COORDINATING CONNECTING TO THE EXISTING "LLI ChLEVICE AIMED A ANESCHILIPCHUALPIANS OR WIIERE ARCHITECTURAL PLAN UTILITY CONCHA III POINTS DIFFER ITS CONTRACTOR MUST IMMEDIATELY NOTIFY THE INGINEER IN WRITING AND PRIOR TO CONSTRUCTION RESOLVE,9ANIF 8 'WATER SERVICE MATERIALS BURIAL DEPTH AND COVER REQUIREMENTS STEP BE IFICIFIED By HE LANAI UTILITY COMPANY CONTRACTORS PRICE FOR WATER SERVICE= NEPAL POPPET ALL FEES COSTS AND APPURTENANCES REQUIRED By THF FULL III 10 PROVIDE FULL AND COMPLETE WORKING SERVICE CONIRL FLAT CONTACT HILL MUNICIPALITY To CONFIRM ITT PROPER WATER METER AND VAULT PRIOR TO COMMENCING APPLICABLE A ALL NEW UTILITIESPSERVICF!, INCLUDING ELECTRIC TELEPHONE CABLE TV ETC ARE FO BE INSTALLED UNDERGROUND ALL NEW UTILITIESSERVALEA DUST GG INSTALLED IN ACCORDANCE BOTH THE UTITHYNERAVICE PROVInFRINSFAILAIIUN SPECIFICATIONS AND STANDARDS 10 SITE GRADING FLAT BE PERFORMED IN ACCORDANCE WILL THESE PLANS AND SPECIFICATIONS AND THE ROcOmEENDITIONE SET FORTH IN THE GEOTECHNICAL REPORT REFERENCED IN IFIRSPLANSLI TIE CONTRACTOR IS RIFSPRONGIBILL FOR REMOVING AND REPLACING UNSUITABLE MATERIALA SPITE RADIAL MAGRALSAS SPECIFIED IN THE PROTECTORAL REPORI PIT EXCAVATED OR FILLED AREAS MUST BE COMPACTED AN CAUDINED IN THE GERTERIENICAL REPORT MOISTURE CAPITOL Al PRAL DR PLACCNIGN1 MUST BE SUBMITTED IN A CorAPACTION AFOUL PREPARED By QUA PERFORMED VERIFYFNNTHAI ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING RAE ARCARENDAREASS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE SELL TIIESE PLANS SPECIFICATIONS ANIL THE RECOMMI SPI TABLE IN THE PROTECTORAL REPORT AND ALL APRICAHIF ROQUINITMENTS STAN, STATUTES LAWS QRANANGFA AND CODES SUBBASE MATERIAL FOR DELEGATES CURB ORASPH41 I MUSTBEFREE OF ORGANICS AND OTHER UNSUITABLE MAILHIDAPS RHOU11) ,LHAVASE BE DEEMED UNDREAMT By MANNERDEVELOPER OR RMCCDERVELOPERS REPRESENTATIVE SUBBASE IS IO ITT HFMOVIf) AND THESE WELL APPROVED FILL MATERIAL COMPACTED AS RELATED By THE GENTEGINICAL REPORT EFIRTHWORK ACTIVITIES RESucrAMENDATIONS 1N THE GERI AL REPORT AND ALL APPLICABLE REQUIREMENTS RULES BUSHELS LAWS GUAMANIAN AND CODES EARTHEBORKARTIVITTEA GURU COMPLY SLIP ITT APPEALS STATE DOT BPE FOR ROADWAY CONSTRUCTION 1 EXPORT AND ANY AMENDMENTS OR REVISIONS THERETO C FCn 11 ALL FILL COMPACTION ANN BARNETT MATERIALS FEATURE FOR UTILITY INGUALLAHON Musl BE As PER PUT RECOMMENDATIONS PROVIDED IN THE GDOITCHNINAL REPORT AND SEAT BE COORDINATED WINE THE APPLICABLE UTILITY COMPANY SPECIFICATIONS WHEN THE PROJECT DOES NOT HAVE AFFOXCIINICAL RECOMMENDATIONS FILL ADD COMPACTION MUST AT A MITC CXAMPLYVC THE STATE DOT REQUIREMENTS AND SPEC IFICATIONS AND 7ON',LH ANTSIALLILAVENCLIABILIFT, OR REAXONSIHII 11 y FOR ALAN BIT AGE TO FILL, COMPACTION AND CADDELL PUTHLN CON TRACTOR IS FULLY RESPONSIBLE FOR HABITUATED HAI ALL E 12 THE CONTRACTOR HURT COMPLY I() INC RUILESTEXTENT EVITHICIR LATEST OSHA STANDARDS AND HLCULATIONG INDOOR ANY NEAR AGENCY EVITH JURISDICTION FOR IRA AVAI ION ANO UPIEW FIING PROCEDURES THECONTRAI-TOR IS RESPONSIBLE FOR CFTFRMINING THE READABLE METHODS REQUIRED TorAEFTlHF INTENT RMANC_ CYT1RUAGF OSHA AS'NELLAS ANY GTHELL ANTITYTIAT REL JURISDICTION FOR EXCAVATION ASSAY DRENCHING PROX TRADER AND CONSULTANT SHALL HAVE NO RFSPON61BILlry OR OR AD RELATED FOP OR AS RELATED DO EXCAVATION AND TRANI PROCEDURES IF PAVEMENT HURT BE SAW CUT IN ATTRACT! FISCAL ADD EXCEPT FOR EDGE OF BUTT JOINTS MUST EVILER TO THE FUJI MFPFH OF IHE ARCTIC PAVEMENT BEFUDDLES FROM REENNYVAL OPERA I LANE PURI BE REMOVED FROM ]HE SITE AT THE TIME OF EXCAVATION ,A I CREATING OF DEBRIS WILL NOT BE PERMITTED 14 THE TOPS OF EXISTING MANHOILA INUCTSTRUCTURES AND SANITARY CLEANOUT TOPS MUST OF ADJUSTED AS NECESSARY TO MATCH PROPOSED GRANFC IN AVARMANCI ROLE ALL APPLICABLE STANDARDS REQUIREMENTS RULES SCALE I I TV I ASVC ORDINANCES AND CODES 15 DURING THE INSTALLATION OF VARIANT FEWER STORM SEWER AND ALI UTILITIES THE CONTORTION STEP MAINIAIN A CONTEMPORANEOUS AND THOROUGH RECORD OF CONSIRUCLION TO IDENTIFY THE RETREAD D LOCATIONS OF ALL UNBEHAROHNIN INFRASTRUCTURE THE CONTRACTOR MUST CAREFULLY NOTE ANY INSTAIIAII(C48TERN DEVIATE FROM THE INFORMATION CONTAINED IN THE VERIM PLAN THIS RECORD MUST BEKFPI ON 1% CLEAN COPY OF THE MIT RAN CATCH CONTRACTOR DUST PROMPTLY PROVIDE TO THE ANNLR AT THE IS ALAN IT IE SITE IMPROVEMENT PLANS INVOLVE LAI PIENJUDINGS COME OF WE AR MAY BE SULFATE A LATER DATE ITT CONTRACTOR MUST EXTEND ALL LINES HOLDING ve (5) NO BEr ALL ISLANDS, GUTTERS AND FARE, 1 YCH ON Al I CONCRETE SURFACES AND 1 IRA MINIMUM UTILITIES, AND IRRIGATION LINT IF A PART AT LEAST LONIRRANTONS RESPONSIBLE CONTRACTOR STAN CAPENDS CEAPPROPREATE MARK LOCATIONS WITH A9xl AND MUSTNorF ITT IUCA110N OFALLOFTLEABOVE ONACLEAN COPY OFTHE CUT PLAN WHICH CONTRACTOR NIL 'A I PROMPTLY PROVIDE TO THE OWNER EACH ( OMPLETER OF IT IE WORK 17 THECONTRECTOR 19 FLHIUY RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT ELEVATIONS ON LT SLOPE (EXCEPT PRIOR HERE AOA ENQUIRFMINTS LIMIT GGADESj TO PREVENT PASSING CORTI MINIMUM MMED1ArAy1INNIILY IN SELLING TO THE ENGINEER ANY DISCREPANCIES THAI DAY OR PAID A AFFECT THE ALL G SAFETY HEALTH OR GENERAL VELLAULL ,OR PROJECT COST IF CONTRACTOR PROCEEDS WITH CON-91RUCTION "ITHOU HHOVLIDIN6 PROPER NOTIFICATION DUST BE AT THE C7PARACHDRAS DUN RISK AND, FUl CONTRACTOR SHALL INDEMNIFY HAFFNER AND I IOLD I AGESTLESS IT IF DESIGN ENGINEER FOR ANY DAMI COSTS le I— INJURIES ATTORNEY S FEES AND FHF I IKE NATO I RESULT FEAR SAME 18 PROPOSED TOP OF CURB HE EVATIONS ARE GENERALLY 6 o15% EXISTING AT CROSSE NOTED FIELD ADJUST TO CRFA I E A MINIMUM OF 0 RETAT DESIGN BY APPROVES L CURBING CU 1;6ES PRIOR TO INSTALLATION OF SAME 19 REFER TO SITE PLAIN FOR ADDITIONAI No I ES ED IN I FIG EVENT OF DISCREPANCIES ANDI OVER N, I IF AT ArFFN PI ANN OR BELA HAS TO GTE IER PLANS THE ALF PLAN SEE I ARL PRECEDENCE AND CONTROL CONTRACTOR MUST IMMI A NOTIFY TH DESIGN ENGINEER IN RULING. OF ANY DFOREPANG 21 CONTRACTOR MUST REQUIRT 1) 10 SECURE ALL NECESSARY Roe REQUIRED PERM ITS AND REPASSED FOR ALL AT MEET SUPPLY A COPY OF APPROVAL S To OFF SITE MATERIAL SOURCES AND DISPOSAL EIGHT ISO CON I FNC31NLER AND OWNER PRIOR TO INITIATING WORK ANY MORK 22 WHERE REPRESENT WRITE SETE I HER ON NOT THEY MEET THE JU REDICTIONAL DEAN ITION) ARE DFAN I TIED ON PLANS ELEVATIONS IDENTIFIED ARE FOR THE EXPORTER GORE ION OF THE CALL MALL FORTINGSIFOUNDATION El EVA I IONS ARE MCI LIPS 1 IF AN HEREIN AND ARE TO BE SETIDETERGINED BY THE COUNTRA( I OR PAST 1) ON RURAL BE FUSTIAN DESIGN SHOP DRAWINGS PREPARED By I HE APPROPRIATE PROFESSIONAL LICENSED IN THE STATE STAGE THE CONS ERIC: NON ED CUPS LL STORI. DRAINAGE PIPE BE REINF UNLESS INDICATED Ol AT I STORM SEWER PIPE MUST ORCED PIPE RCP1 CLASS THE WITH POLYETHYLENE PH I UAL I JOINTS FYI EACE HIGH DENSITY PIP HP rBUILD FOR O IT IS PLANE, R MUST CONFORM TO T PEA ,A IGNORE I INTERIOR MITI I ANGULAR UORRUGATIONS) WITH TARGET FOR SIFF TIGHT JOIN I PVOPIPF FOR ROOF IN CONNECTION PLOT BE SSE PH OR SATIABLE 4D UNLESS INDICATED CH a Ww j o6 m W W z ER ou M z pp W UP MXE CH .11 F a OI 1. REVISIONS REV DATE COMMENT BY 1 IN RAF PER CEO IN PH � DRI 1 ± IR— Q9 M I CORINNA PAT A PATIENT APT FOOT OF PH INYINNIANCIALLANDAIDDHAPAPERI NOT APPROVED FOR CONSTRUCTION DRAWN BY JLPAC C CHECKED BY JR] DATE GRADES SCALE PA FINAL SITE PLANT FOR 5TII STREET STATION {SVERALL PHASE Id LROOrnON OF 81 LE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER 28 BLACKWELL PARK LANE, SUITE 28' WARRENTON. VIRGINIA 20186 PM1O6e. ORE 3494500 FAA (540)3490321 ww BnhlerEnglneetlng.com LTM pF V DANIEL HINES q Lic. IN 43176 �. POD, 8/27115 AL SHEET TITLE GENERAL NOTES EETNUL.1BEa2A SURVEY STRUCTURE INFORMATION SANITARY SEWER MANHOLES STORM STRUCTURE SCHEDULE. (ASSUME ALL R N 8 ON MAIN S 25 °45.15 "E 45 UP INTERCEPTORS ALONG MOORES CREEK MOOR #1 ANY, 13"RL AND BISCUIT RUN A. Q S A. ELSEWHERE) S ]2`33'39 "E INV 37729 #1 TOP 30389 42 DI AS (OLD), L =8' S35-2754 E 37 S S13 °14'20 ' E 8900' OUT S777' 534 °50'23 ' E ION -377 L10 3521919'E 13466' OUT b ON TOP 37002' L12 5 31 °4738 "E 13215' L13 L14 L15 536 °30'32 "E S 13 °4420" E 3 B' 9000, S48-14-41 E 9716' 0 S 63°48'1] "E 14001'- L17 B1 148.05' ]95 S 60 °4]'53" E 65.32' 219 X Y4 RC 'P S 49'49l OUT-3698a L21 INV =376.6 UP TOP - 378 21 AT DOSS, --v L23 543°13'50 "E 25.59' L24 511105 "E D 225 76 MOORES CREEK INTERCEPTOR (UPPER) N 52 °40'13" E 2 S Y5 TOP 32.505 L52 INV =35. 0 19.76' LIGHT - OUT =3620 W VAULT MANHOLE SIGN 385,65 A 3736 COUNTS 127 NNO1' IN 20-1A "INS 3) -3768 190 OU363 3633 CONTOUR 6(FROM X7 IOP 33006 #8 THEADVAULL L it 18] O O 5 IN (FROM E - BAD 1' s (DO) NV 80 OUT -364.9 S$ INV (NO)- 57752' 97A (RODS TOP- 304,48' #9 Me THEY DU LL INV - 37646' 3' DROP' IN (FROM SO) 3700' AT IN (FROM NO WINE #10 Oil OUT =3688 /p\ X TOP a83 .PAY LABEL OUT 3777 -.. -.�- O 37591' LATERL p. _. -. UNDERGROUND #11 TV HOPE OLTRALL rvnTE LINE NV 7310' E O 47 2 DI 1 NO 70P - 3GW TOP_ _1 ,- - - - -_ OVERHEC 3382,25' OUT 5 UNDERGROUND T -. OUNIN 365.0 #13 15 0uTFALL UNDERGROUND CABLE LINE INV =364 9Y i10 i - 37488 STORM 28' IN FROM #13 TIM7 #1 I7STNOP PE TOP g -- -- _ -ARE6 B =37348 SEWER KNN ouF vy OUT .370.9 [f. OMANHOLE Sir 5" O OUTFALL ''" 04MSTUB -93687 2' 3T IN #' �D'' MANHOIL OUT ' 3655' N CAE WATER 0 # 2 _ IN OV1379]988 3'OIN -3705 0 4 IN -F714 GAB 1-1 AW IN - 365 #' AN HY CUT 3667 GAS NV1 374979 BISCUIT RUN SS INTERCEPTOR (TO #10) 918 DI CA #13 i 375 12 NP 385 29 N 3660, HEADWALLOR e8 ALL'l STOP YARD #14 =37532' SIX 591,15'RAP D ) IN INV =37352 INLET OUT O CLEAN %LOCKED SHUT B BROKEN) W20 DIM © ELECTRIC O TOP - 387 F O - 3/670' N- 38058' O MANHOLE OUT '785' T3 Lam) T35/A ER BOX OUi our #21A 4 PVC OU7 A /Al MONITORING INS =369.]T MOORES CREEK fis rvTeftcEProR (LO(LOWER). owER y{� T X10 #in TO TOP 67263 #21B 4 FUS OUTICALL BENCHMARK 7�- NV SAN BORING OUT 360T # W y O NV1363AT OUT 3696 423 DI 12C. 4' GOT 3666 30 IN -3594 37 " IN (FROM NO)' 9615 #24 1C SEE FULFILL 31 STUB IN =8612' NV 06849 OUT CAP 8�OM300 #25 15 CRT #19 IN-3586 A? #3 L INVA369 66 X20 TOP - 36086' 0 # FEE 15 3 15 STUB NV U? #28 1 L #21 TOP - 360.03' TV -3TFA 49T 29 12 M DROP' N 7 356 INVC- --3T6' OUT =3557' #22 TOP 365 18 oIT AT2 VDOT'GENERAL NOTES REVISED EA 3 1 THESE PUNS WERE PREPARED IN ACCUSERS 2 METHODS AND MATERIALS USED SHALL CONFORM TO CURRENT COUNTYROWN AND VDOT STANDARDS AND SPECIFICATIONS. 3. ALL UTILITIES, INCLUDING ALL POLES ARE TO BE RELOCATED AT THE DEVELOPER'S EXPENSE, PRIOR TO CONSTRUCTON. 4, OPEN CUTTING OF PAVED OR SURFACE TREATED ROADS IS NOT PERMITTED ALL UTILTES WHICH WILL BE PLACED UNDER EXISTING $RESTS ARE TO BEBOREOORJAOKED. ANYEXOEPi ONS DUE TO EXTENUATING CIRCUMSTANCES (IRE TO BE ADDRESSED AT THE PERMIT ST AGE. 5. ANY TYPE OF REVERSE CURB (SPILL CURB, CG 6R, ETC) AND TRANSITION TO THESE CURBS SHALL NOT BE USED WITH HE PUBLIC RIGHT OF WAY. IS RESPONSIBLE FOR ANY 6 THE RAGE TO EXISTING RDAOS AND UTILITIES W RICK OCCUR AS A RESULT OF PROJECT CONSTRUCTON WITHIN OR DEVELOPER CONTIGUOUS TO EXSi NG RIGHT OF WAY. A SMOOTH GRACE SHALL BE ROAD TO THE PROPOSED EDGE OF PAVEMENT TO PRECLUDE THE FORMING OF FALSE GUTTERS ND /OR THE TURNING OF ANY WATER FN THE ROADWAY e. STANDARD GUARDRAILS ANAOR HANDRA Ls SHALL BE INSTALLED AT HAZARDOUS LOCATIONS AS DESIGNATED DURING SALE REVIEW BY HE 9. THE DEVELOPER IS RESPONSIBLE FOR ALL TRAFFIC CONTROL THE DEVELOPER SHALL SUBMIT A STONING STRIPING AND/DRSIGNALIZAiION PLAN TO AMNMUM OFR WY DAYS PRIOR TO PERMIT APPLICATION. THE DEVELOPER SHALL NOT COMMENCE CONSTRUCT ON OP ANYOPAVEMEN COURSEw THOUL N APPROVED STRIPING PLAN. 10. PAVEMENT DESIGN IS BASED ON AN ASSUMED (AN VALUE OF 10 (USE CUP VALUE PAY IN LOUDOUN CO) SOIL TESTS OF SUBGRAOE MUST BE SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED TH CKNESS OF THE PAVEMENT INCLUDING LAYERS OF ASPI SOFT AND SUBBASE PRIOR TO GAL PLACEMENT 11 ALL UNTREATED AGGREGATE USED N EXCEPT ON ROADS MIT ART OF 1000 APO OR LESS, WHERE 21A AGGREGAE MAY BE USED. WHEN 218 AGGREGATE IS LEFT US 4 UNOERDRANSZMUST BE PROVIDED. 12 AP (MIN) DYER DFSTONE IS REQUIRED BENEATH CURB AND GUTTER (MAYBE EPSON ON TYPICAL SECTION IN LIEU OFA NOTE) DITCH LININGS OR SILTATION AND EROSION CONTROL MEASURES SHALL BE PROVmeq AT RE DEVELOPERS EXPENSE, As 13 ADDITIONAL NECESSARY BY VEST NWOR HE COUNTY?DWN DURING FIELD REVIEW ALL COSTS HALL BEASSUME) BY THE DEVELOPER 14. THE ENTIRE SURFACE OF THE ROADWAY (OLD AND NEW PORTIONS) SHALL BE OVERLAD ANDRE -SRPED AS REQUIRED BY VDOT PERSONNEL EXISTING PAVEMENT SHALL BE MINIMUM OF 125 DEPTH, ANY COSTS ASSOCIATED WITH PAVEMENT OVERLAY, OR THE MILLING OF EXISTING PAVEMENT TO OBTAIN REQUIRW DEPTH, SHALL BE ASSUMED BY THE DEVELOPER S ER B RESPONSIBLE FOR DESIGN AND CONSTRUCTION OF ANY TRAFFIC SIGNAL INSTALLATION OR MODIFICATION WHICH WILL BE NECESSARY AS A RESULT OF DEVELOPMENT OF THIS SITE 16. ALL RIGHT OF WAY DEDICATED TO PUBLIC USE SHALL BE CLEAR AND UNENCUMBERED. 17. THE COUNTY TOWN SHALL OBTAIN A PERMIT FOR ALL SIDEWALKS WITHIN THE RIGHT OF WAY THAT DO NOT QUALIFY FOR VOOT MAINTENNCE. 6. TRAFFIC CONTROL DEVICES OR ADVISORY SIGNS. SUCH AS MULTIwAY STOPS, SPEED LIMITS , WATCH FOR CHILDREN, PEDESTRIAN TRAFFIC ETC. SHALL NOT BE INSTALLED UNLESS SPECIFICALLY SHOWN ON THESE PLANS ORA SOFT APPROVED PLAN REVISION. SPEED STUDY CERTIFIED BY PROFESSIONAL ENGINEER SHOULD BE SUBMITTED FOR VOOT APPROVAL PRIOR TO THE STREET ACCEPTNCE FOR My BOAC TO BE POSTED OTI TER THAN THE STATUTORY SPEED LIMIT SHOULD UNAPPROVED SIGNS BE NOTED AT THE TIME OF VEST INSPECTION TIE ROAD ACCEPTANCE PROCESS 81 AL-BE TERMINATED IMMEDIATELY AND NOT RECOMMENCED UNTIL A DETERMINATION IS MADE REG NG THE APPROVAL OF NY ADDITIONAL SIGNS . MMED ATE REMOVAL of SUCH SIGNS SHALL NOT NEGATE THE NEED FOR THE SUBMISSION OF A REVISION. 19. LANDSCAPING AND IRRIGAUNCN SYSTEMS SHALL NOT BE INS I ALLEN WITI ED WIT THE PUBLIC RIGHT OF WAY EXCEPT AS SHOWN ON THESE PLANS ORA VOOT APPROVED REVISION 1. 20M ALL 26 Y VDFAFING�'C WORK ZONE TRAFFIC CONTROL FOR L PERMITTTED ACTIVITIES (TIES MOON STATE MAINTAINED RIGHT OF WHO, AT WHOP INVOLVES RIFTED MAINAT N NNG, OR REMOVING WORK ZONE TRAFFIC CONTROL DEUCES. E PERSON SHALL BE RESPONSIBLE FOR THE PLACEMENT TENANCE AND HI REMOVAL OF ALL WORK ZONE TRAFFIC CONTROL DEVICES. LINE TABLE: NUMBER DIRECTION DISTANCE IF S 25 °45.15 "E 45 UP L2 N 56 °52'PUY E N]3 °44'95 'E 5 85°45'33"E 56.84'_ ]094' _- 141. W' L3 L4 L5 S ]2`33'39 "E 61 33' L6 $50 °4006 "E 6427 ' IT S35-2754 E 7197' S S13 °14'20 ' E 8900' _ L9 534 °50'23 ' E 19143' L10 3521919'E 13466' 211 _ S 36 0012" E 138.06 L12 5 31 °4738 "E 13215' L13 L14 L15 536 °30'32 "E S 13 °4420" E 8807' 9000, S48-14-41 E 9716' L16 S 63°48'1] "E 14001'- L17 5 35 °42TOM E 148.05' L18 S 60 °4]'53" E 65.32' 219 S 70`36'05" E 107.58' L20 S 49'49l 72.30' L21 S41'13'10 "E SEA 1' L22 S 87 °23'59" E 58.48' L23 543°13'50 "E 25.59' L24 511105 "E 1779' 225 N 65 °22'01" E 6558' 226 N 52 °40'13" E 36 90' SURVEY NOTES 1_ SURVEY PREPARED FOR SUIT STREET STATION, LLL. 2 HORIZONTAL DATUM VIRGINIA GRAD NORTH INAC Ph SOUTH ZONE VERTICAL NORTH AMERICAN VERTICAL DATUM 1988 (HAND BB) 3. THE LOCATIONS OF UNDERGROUND UTILITIES , AND ANY EASEMENTS OVER THEM, ARE SHOWN IN N APPROXIMATE ONLY. NO DIGGING , TEST BORING OR UNDERGROUND INVESTIGATION OF UTILITIES WAS PRODUCERS L SE LOCATIONS OF THE UNDERGROUND UTILITIES THIS SURVEYOR CANNOT CERTIFY TO ANY ENCROACHMENT, OR LACK THEREOF INTO EASEMENTS THAT ARE CENTERED ON UNDERGROUND UTILITIES AND ARE NOT OTHERWISE REFERENCED TO SURFACE FEATURES OR PROPERTY LINES, 4. AERIAL TOPOGRAPH PREPARED BV VIRGINIA RESOURCE MAPPING 210 N21 ST. L VA PHOTOGRAPHY DATE DECEMBER 2002 6 A UFM AN FOEA CON rANNC 1230 SQ FT ANBSHOWNASeEINC O HF STER& ABGOC A1RSNJC RECORDED INTO US 464 PC . N ALSO SHOWN AS BEING PORTION OF THE PROPERTY AN A PLAT OF O H HANOOLPH RECORDED IN To O B. 257, PG. 47, PUT. 5. BOUNDARY SURVEYS PERFORMED IN JANUARY 2003 AND FIELD VERIFIED IN AUGUST 2012. UTILITY SURVEYS PERFORMED IN AUGUST 2003 AND APRIL 2013. NUMBER DIRECTION DISTANCE L27 NO3`4]21 "E 10327' L28 N48 "5109 "E 11787' L29 N72 °2131 "E 4036' L30 N62 °1058 "E 6292' L31 N 34 °23'58" E SPENT L32 N 59 °24'00" E 43.00' L33 N 45 °0113" E 58.60' L34 N ]5 °43'43" E 25,27 L35 5 67. 1458" E 54.0]' 238 580-2049 E 4245' L37 N ]0 °28'28" E 6094' - 4228' L38 S41-131101 E L39 S82°1 TOT E 75.19' L40 N 51 °34'5]" E 90.10' L41 N 29 °5552" E 94,32' _ L42 163'289 "E 6844' L43 N43 °23'57 "E 8399' -- LF4 N10 °40'38 "E 7862' -- LIGHT N35-0011 E 15139' _L45 L46 N18 °5149 "E 13394' L47 N 30 °3756 "E 13546' - L43 N ]2 °56'38 "E N 55 °1443" E 66 B1' L49 129.56' L50 N 5] °3954" E 2000 .' L51 N 39 °5732" E 88.99' L52 N B] °1]'03"E 19.76' PROPOSED EASEMENT LEGEND 3,782.315 BE 8833 AN REQUIRED OPEN SPACE (25%) 9454795E 2171AC G G.T DISTANCE ZONING MAP AMENDMENT- ZMA2009oo0o1(APPROVED 9tl 212) STORM BRAN SS PROPERTY E / SANITARY SEWER W 4671BEE 14.87139 WATER CPU 0.01 PUBLIC ACCESS CPU 75613E COMMON HARED INGRESS EGRESS E 1,9932263E �I p 1DU - -- - PUBLIC UTILITY VA -- - -- VARIABLE WIDTH S 12196 BY 2 7 ACRES (APPROXIMATE) STORMUCATER LAND ITT PROPOSED COVEN. RB8 MANAGEMENT OPEN SPACE CALCULATIONS LANK ITS 3,782.315 BE 8833 AN REQUIRED OPEN SPACE (25%) 9454795E 2171AC N OPEN SRCEARICS ZONING MAP AMENDMENT- ZMA2009oo0o1(APPROVED 9tl 212) ARCHITIECTURAL BENT GREEK PARKWAY (ROW) PROPERTY E / 4AC (�ARKANN RIDE AREA 4671BEE 14.87139 033 AC EGMANS PLAN 0.01 14.64A PLAIN 75613E C TOTAL 1,9932263E 4687 AC OPEN SPACE REMAINING 2,801650 OF 4096 AC (47%) ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1 PR OR TO ANY CONSTRU CUT O N WITH IN ANY EXI STING PUBLIC RI SETTLE E WAY I N CLOD ING CONNECTOR TO ANY FBI STING ROAD, A PERM I T So IAL L BE OPAL HE D FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATON VENT) THIS PLAN AS ANY DISCREPANCIES OCCUR THE MAY NOT REQUIREMENTS OF HE PERMIT GOVERN. OF THE PEPMIT. WHERE 2 AEPAVNG, DRAINAGE RELATED MATERIALS AND CON87RUOTGN METHODS SHALL CONFORM TO CURRENT 3 EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WILL THE APPROVED EROSION CONTROL PLAN ND SHALL BE INSTALLED PRIOR To My CLEARING, GRADING OR OTHER CONSTRUCTION 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED LEE ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL 'VERTICAL) WHERE REASONABLY OBTAINABLE LESSER SLOPES OF 3'1 J OR BETTER D, RIP FOR OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED W HEN IN THE OPINION OF THE DIRECTOR OF ENGINEERING, ORIF A DIRECTORS DESIGNEE T 6 DEEMED NECESSARY IN ORDER TOCOABIL ZE ORANAGE CHANNEL. 6 ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFCCONTROL DEVICES P UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE CLASS III 8 ALL EXCAVATION FOR UNDERGROUND PPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CUR PART 1920) GENERAL CONSTRUCTION NOTES FOR STREETS (THIS LIST IS IN ADDITION -10 THE GENERAL CONSTRUCTION NOTES) -- - 1. ALL MATERIALS AND CONSTRUCTION MUST BE TESTED AND DOCUMENTED ACCORDING To PONT STANDARDS ROD SPECIFICATIONS. 2. SURFACE ORANN)iPPE DISCHARGE MUST BE RETAINED WITHIN HE PUBLIC RGHT EWAYOR WITHIN EASEMENTS PRIOR TO ACCEPTANCE ALL DRAINAGE OUT ALL EASEMENTEARE TO BE EEANDEDTOA BOUNDARY LNEORANA TRAL WATERCOURSE. 3. GUARONVL LOCATIONS ARE APPROXIMATE EXACT LENGTH LOCATION AND APPICPRATE END TREATMENTS WILL BE FIELD VERIFIED AT THE ME OF CONSTRUCT ON ADOTOVALGUARDRILMAYBEREQVREOAT LOCATIONS NOT SHOWN WHEN, IN HE OPINION OF VOOT(FOR PUBLIC FORKS) OR THE COUNTY ENGINEER (FOR PRIVATE ROADS), OR DESIGNEE i Ii IS DEEMED NECESSARY_ WHEN GUARDRAIL IS REQUIRED, 1( SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE N EASEDTC SEVEN) FEETMENTiOHPFN MI FACE GUARDLANO ROADWAY SHOULDER WIDTHS SHALL BE P 4. RE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESCENTIAL DRIVE WAY ENTRANCES SHALL CONFORM TO ANS LG91A, BORAL 5 WHERE RURAL CROSS SECTIONS ARE INSTALLED ALL RESIDENTIAL DRIVEWAY ENTCANISTATE CONFORM TO VOOi LANCE WITH H 6 E MINIMUM PAVEMENT WIDTH SHOULDER WDTH N o DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL SHALL BE STRICTLY ADHERED TO 7. ROAD PUNT APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL FLAT FAR THIS PROJECT EXPIRE PRIOR TO SIGNING NO RECORDATION, THEN APPROVAL OF THESE PUNS SHALL BE NULL NO VOID 3 ES SHALL CONFORM WITH THE VIRGINIA MNUN_ FOR UNIFORM TRAFFIC DEVICES AND REGULATORY EALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORONNCE AND MANUAL, 9 1 FALLS CONTROL OR OTHER REGULATORY SIGNS OR BARRIKETTECUS SHALL BE INSTALLED BY HE DEVELOPER WHEN IN THE OPINION OF THE COUNTY ENGINEER OR DESIGNEE THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT 10 THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VOOi FOR PUBLIC ROADS. 11 VAST STANDARD CO -1 OR CA -2 FORCES DRAINS ARE TO BE INSTALLED LINGER HE SUPPOSE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND ARSE SAG POINTS AS SHOWN ON THE RDAD PROFILES 12 A VIDEO CAMERA INSPECTOR IS REQUIRED FAR ALL STORM SEWERS ND CULVERTS THAT ARE DEEMED INACCESSIBLE TO R COUNTY INSPECTIONS. HE GDEO NSPECT ON SIRE BE CONDUCTED IN ACCORDANCE WITH ADULT'S VIDEO CAMERA INSPECTION PROCEDURE. ACSA GENERAL WATER AND SEWER CONDITIONS ' WORK SHALL BY ALBEMARLE COUNTY SERVICE AUTHORTY)ACSA INSPECTORS THE CONTRACTOR" E SPONBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT HE START OF HE WORK 2 EXISTING urLTES ACROSS HE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LNES AND STRUCTURES, AS NECESSARY. 3. SEWER MATERIAL$ AND CONSTRUCTION SHALL COMPLY WITH CONS RUCTION SPECIFICATIONS AS OPTEDRYTHEAOSAHENi E017 ON OF THE GENERAL WATER AND 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOT FY NG MISS UTILITY C 800562 ADD 6. ALL WATER AND SEWER PIPES SHALL HAVE AMNIMUM OF THREE (3) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE DETERMINE OF PIPE THIS INCLUDES ALL FIRE YDRNT LINES. SERVICE LATERALS AND LINES WATER T. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUT51DE OF ROADSIDE DITCHES 6, VALVES ON DEADEN LNES SHALL BE FUNDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING FUTURE EXTENSION OF THE LINE 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO LEAD REGULATON RECORDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 CHAT MENDS THE SAFE DRINKING WATER ACT) ZONING AND SITE TABULATIONS PARCEL (SEND 0000002B0,0 6 - SARI- 00.000MA960/70000BEENEO ZONING AND OVERLAY BSRCUS PLANNED DEVELOPMENT SHOPPING CENTERS (POSE) MADE PROPERTY ENTRANCE CORRIDOR (EC) ®REPORT IMPACT AREA SAM ASSOCIATED PLANS ZONING MAP AMENDMENT- ZMA2009oo0o1(APPROVED 9tl 212) ARCHITIECTURAL STRUCTURE PARKING SPECIAL USE PERMIT SP01WO003 (APPROVED 9/1212) PROPERTY E / CRITICAL SLOPES SPECIAL E XOEPTON(APPROVED 911912) BOTTOM OF CURB LADY POINT OF TANGENCY CURB RETURN FLOOD LA NASPEC AL USE PERM F SP20R0 029 (APPROVED M1113) EASEMENT FNALSTEPLN- VALOMANES - SDP2013000E(APPROVED FOOTMAN MAGSTERIAL DISTRICT SCOTTSVLLE DISTRICT PRENPOSEDUSE SHOPPING CENTER TOTAL SITE ASIA : 8690 ACRES LANDFILL PARCEL AREA 21.17 ACRES RIGHT OF WAY DEDICATION 9 6F.485 ACRES (APPROXIMATE) RIGHT OFWAY RESERVATION 12196 BY 2 7 ACRES (APPROXIMATE) (BOTH BUT GREG FWAY AREAS ABOVE ARE PROPOSED WTI RENT CREEK PARKWAY ROAD IMPROVE M ENT PLAN) PROPOSED COVEN. RB8 OVERALL DEVELOPMENT AREA 37 . 00 AC (EXCLUDING ROW) LANDSCAPE PLAIN REQUIRED YES TOTAL BUILDING FLOOR AREA I WEIGMACES 140,000 PHASE 11. 3l SF OVERALL DEVELOPMENT. 470,003E PARKING SUMMARY CRAFT HIGHER SIDE OVERALL SECURED (4 5SPACES11 FOUND 2115SPACES WEGMANS PROOF ED ACES T36PSPACES NASE)I PROVIDED GROSS LONER SIDE OVERALL TOTAL. 2163 SPACES STANDARD DRAWING LEGEND FOR SET (NOT To Soorl STUILOYNT rvLr TYPICAL NOTE TEXT PROPOSED NOTE - -- - MADE PROPERTY - - - ,RGW - - - - - - - NEGHNRN ARCHITIECTURAL PH PROPERTY E / ED BOTTOM OF CURB ER EL ELLN OR PARCEL POINT OF TANGENCY CURB RETURN F EASEMENT - POLTUTINTYL CHLORIDE PIPE LINE RUGHT OF WAY PAT SETBACK SLOPE FORANTERATED LINE SANITARY MAKER METAL PIPE G COMES CURB AND GUTEF I DIAMETER RB8 $PILLERS (TNT 6TICNWRO GF I GUTTER DOOR) DEPRESS EDCURBHNCDTTER _ GH CRAFT HIGHER SIDE UTILITY POLE se WITH LIGHT GROSS LONER SIDE i POLE LIGHT ART TRAFFIC US GATE VALVE FIGHT HIGH DENSITY 0 UTlury p POLE 3H POINT ,F TYPICAL g LIGHT ACORN LIGHT - TYPICAL V SIGN PARKING AX COUNTS 190 CONTOUR ;70 18] O s C5 /61 p' 5f S$ SANITARY LABEL STORM /p\ X .,.. LABEL SANITARYSEWER -.. -.�- LATERL p. _. -. UNDERGROUND y(_ rvnTE LINE UNDERGROUND E - L _. UNDERGROUND G GAS _- _1 ,- - - - -_ OVERHEC R- SURE UNDERGROUND T -. TELEPHONE LINE UNDERGROUND CABLE LINE _ C _ -.- . - _-- - -- STORM - - - - -- - SEWER g -- -- SANITARY B SEWER KNN vy HYDRANT [f. OMANHOLE ®. �D'' MANHOIL CAE WATER 0 METER _ IN __- ..WATER J 0 VALVE GAB 1-1 VALVE GAS 21 METER A I] TYPICAL END I'D SECTION HEADWALLOR 1A ALL'l YARD INLET D ) B INLET O CLEAN OUT © ELECTRIC O MANHOLE TELEPHONE O MANHOLE T3 E LECTED ER BOX - PEEFENTA /Al MONITORING WELL b y{� T T - PIT BENCHMARK 7�- -- Y` BORING - - - - STANDARD ABBREVIATIONS PVT FOR ENTIRE PLAN SET C ACRES POO POINT OF GRADE ABA EBCAN,SWITH D - POSED - ARCH ARCHITIECTURAL PH POINT OF TANGENC/ ED BOTTOM OF CURB POOR POINT OF TANGENCY CURB RETURN F BASEMENT FLOOR PVC POLTUTINTYL CHLORIDE PIPE K (BLOCK RUGHT OF WAY PAT 11O.n"ILLP CAL bAALUN1z PVT HANGERS)` BUILDING R RADIUS BUILDING SIDE DISCRETE PIP PLACED END WE WATER LINE BUILDING PAT RETAINING WALL RESTRICTION LINE WALL FININI IRS FLOOR CUBIC FEET PC RUGHT OF WAY CENTERLINE 8 SLOPE FORANTERATED &US SANITARY MAKER METAL PIPE G COMES CRETEEX IS CPR CCTETJ STORE PE OF CUBIC YARD :m SIDEWALK DO DEC DECURNATIVE PER TO BE REMOVED FEE DEPRESSED TGRU TO BE RELOCATED DIP SHUTTLE IRON PIPE To Top or CURB BLED ELECTRIC JET TREE PR07ECTION FENCE SEEM ELEVATION FAR TOP OF WALL EP EDGE OF PAVEMENT THE TYPICAL ES MOROUSHOULDER US UNDERGROUND AN END WALL UP UTILITY POLE INI EXISTING W SIDE FES PLACED END WE WATER LINE LOD SECTION LOS UP UK FIF FININI IRS FLOOR PUTS "ATER MIDDLE FIT FIRE HYDRANT PLUS OR MINUS TV FINISHED GRACE DEGREE G COMES 0 DIAMETER Goi TRADE (AT GF I NUMBER DOOR) GH CRAFT HIGHER SIDE Or WALL GROSS LONER SIDE GIL OF CALL ART GRATE US GATE VALVE HIGH DENSITY HOPE POLYETHYLENE PIPE 3H POINT CURVATURE W z s W IQ o :::. a. a , W P 9. BB z L� 1T�• A' O'h' n V z ^ W S z C F RENTISIONS RUG DATE HEANDWALF INI INTERSECTION AHCU PER COUNTY COMMENTS LF LINEAR FOOT LOC LIMITS OF CLEARING LOD LIMITS OF DISTURBANCE LINE OF SIGHT LOW PJAINT LOS UP UK HANDSCAPE NINE MAXIMUM MIN MINIMUM CURVATURE W z s W IQ o :::. a. a , W P 9. BB z L� 1T�• A' O'h' n V z ^ W S z C F RENTISIONS RUG DATE COMMENT BY 1 AHCU PER COUNTY COMMENTS DRH 2 U27116 WRAPPRLVAL CAR NOT APPROVED FOR CONSTRUCTION PROJECT NO.. V122001 DRAWN BY -VCCa BC GHEMEDBY DATA wno SCALE /A SDI PROJECT FINAL SITE PLAN - FOR-5TH STREET I Al ION 'O V ERA(. PHASE 11 LOCA'II ON OF SL'1'Y NORTH OF 1 -64 BETWEEN 5TH STREET AND AVONS ILLE MAGISTERIAL SALBEMARLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER H N GL N E E EL N 8 BLALKWELL PARK LANE, SUITE 20 WARRENTON VIRGINIA 201H Phone'. (90) 3494500 FLY (540) 349 0521 www.BBhlerEngineering,cum (ANIE0 L R. LINES 0043176 µ4.I27115 rF NA1.EIR SHEETTITLE GENERAL NOTES SHEET NUMBER. TT 2B — mF OFF P/T If I II �� - - -� d � 4 Re O k I j I f�8'1 A /Ee f _ I C Al IT Ay TI JOYL L CAD �V as} ,i a�F1s Of e OR �DID, t Yf� / REV DATE COMMENT PER COUNTY COMBI�NFJ BY CAN DRIL a 2 &27,15 FOR APPROVAL 1 IT l I ' �I a�F1s Of e OR �DID, t Yf� / I z 5 L �® / aw iI ;w IF IF w xzA PEE M ♦ww �. III �£ IF I �� I O z Q MM� Be ! ITT i REVIeiONn REV DATE COMMENT PER COUNTY COMBI�NFJ BY CAN DRIL a 2 &27,15 FOR APPROVAL IT T / LEGEND: \1 ROADWAY PAVEMENT T ✓5�, d HEAVY DUTY PAVEMENT STANDARD DUTY PAVEMENT HEAVY DUTY CONCRETE / STANDARD DUTY CONCRETE / I z 5 L �® / aw iI ;w IF IF w xzA PEE M ♦ww �. III �£ IF I �� I O z Q MM� Be ! ITT i REVIeiONn REV DATE COMMENT PER COUNTY COMBI�NFJ BY CAN DRIL a 2 &27,15 FOR APPROVAL AdIIII ep NOTAPPROVEDFOR CONSTRUCTION J PROJECT N, DRAWN BY �P'2c"50cl OF IECKED BY CRT DATF 0220115 PROJBCT iFINAIR SI'Z'E PLAN OA 5Tf3 S11RE.E"ll STATION OVERALL, PHASE TT LOCATION OF STT E NORTH OF 64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER E N GI N E E HI N0 IS BLACKW ELL PARK LANE SUITE 201 WARRENTON VIRGINIA 20186 Ph... CAI 349 4500 Fes (540)3490321 www SchlerEngfneenng com DANIEL R. HINES ❑c. No 643176 A 8127115 _ OVERALL 81TE PLAN ,i BIT NIIMFR 1 d °d =Till. 21B. PAR.11 70V D IPI USE: VACAATLAND A7P INILLOUGIitJYPR0JR1 ?TY OiNNERSASSOCIAYTOW D. B. 162, Pg176 (City) DB. 327, Pg109PLAT(CWv) e m 1, 24 I J N 5992555 / / i �\ Al n_lvice W z R� Ann 17 61 1 wa la T Be z ;g c� MM z pq w e r � 3'- �a x� RL} 151014h REV DATE COMMENT BY / e m 1, 24 I J N 5992555 / / i �\ Al n_lvice W z R� Ann 17 61 1 wa la T Be z ;g c� MM z pq w e r � 3'- �a x� RL} 151014h REV DATE COMMENT BY NOT APPROVED FOR CONSTRUCTION DATE A20115 FINAL SITE PTAN 5TH STREET LOCiILION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BO ENGI E NEIINC 8BLACKW ELL PARK LAN E, B HIT E R01 WARRENTON, VIRGINIA 20186 Phone ISw)34R4500 FAR (540)3494321 xrva.BohlerEngineenng.com LTil pF 4 DANIEE R. HINES '.q Ec. NO 043 176 Y. 8/2]/15 BSF SHEET KEY SIT1F. PLAN J I . SHEL M�� LIVER 6R6C BI ¢-a I a �r IT 9 N f I RA f T IT AA N a1�B xr-'"^a Y p 1� AA ACU ""'" J ,' 2 I AN �+ CAR I AN $i bV ti � -� I g 1II � AIR CS r x: TO I AN AA I IT L- 5� IT N jo? TCHL[NE SHEET 6 2444 R 1 :(L u id i lS MAN d�4aI� w i4x N SET VL S,CF BJ /E` /I?, .I 9EE 0 EB h 11 IYik Na 24 Lam_ AT 4? GCNfYCR 92 BRED s a WA L . ❑ BE � �.. ❑ 150. IS , AJ .REST PO SP @INKLEREO SLOG. 1208 fA'a � " m N � �� � 1 L 8,868 SF ILI FFE -qzz so 1' SIGN DID, s IT UP 6 IA E 12 IT Go IN I—] .r A �A — V ro RAMAPO T'I IRA 5V lei TC iT ALINE - D PAT ROP ANA S GO Et iA p9HORB BLDG 1100 81205E FFE FFE442450 42883 1 IT N awe I l ,I 40 AT AD NOTES: 1. SEE SHEETZA FOR GENERAL NOTES 2. SEE LINE TABLE ON SHEE72B FOR PROPERTY LINE BEARINGS AND DISTANCES. 3. MINIMUM PROPOSED PIPE DIAMETER FOR STORM SEWER SHALL BE 15 " 4 ALL RETAINING WALLS SHALL HAVE HANDRAILS 5 ALL SIDEWALKS SHALL BE 'CLASS A" CONCRETE UNLESS OTHERWISE NOTED PATIO AREAS SHALL BE PAVERS OR STAMPED CONCRETE. 6 HORIZONTAL DATUM. VIRGINIA GRID NORTH(NAD 83), SOUTH ZONE VERTICAL NORTH AMERICAN VERTICAL DATUM 1988 (RACE 88) 7. ALL CURB TO BE OR (CONCRETE CLASS A -3), UNLESS OTHERW ISE NOTED. 8 BUILDINGS SHOWN IN HATCHED AREA ARE SUBJECT TO CHANGE, AND ARE SHOWN FOR INFORMATION ONLY SITE PLAN WILL, BE REVISED AND RESUBMITTED FOR REVIEW ONCE TENANT SPACES HAVE BEEN FINALIZED. 9. KNOX BOX REQUIRED ON ALL BUILDINGS. 10. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. SHEYr KEY Lo d 1 P4 ZTOY I z na w �w _J I A s x z DYIPY IRS O C Z' pq W4 S A IT I E REZ ISIO \S 24 1 7116 ia 18 24 J PH 18 24 327 15 FOP APPROVAL CRY �, ¢,. ' tea.... TE\ L13" T I ( 0 I - —T- I A va H. I Yo IRA CIA IS - E q D PAT ROP ANA S GO Et iA p9HORB BLDG 1100 81205E FFE FFE442450 42883 1 IT N awe I l ,I 40 AT AD NOTES: 1. SEE SHEETZA FOR GENERAL NOTES 2. SEE LINE TABLE ON SHEE72B FOR PROPERTY LINE BEARINGS AND DISTANCES. 3. MINIMUM PROPOSED PIPE DIAMETER FOR STORM SEWER SHALL BE 15 " 4 ALL RETAINING WALLS SHALL HAVE HANDRAILS 5 ALL SIDEWALKS SHALL BE 'CLASS A" CONCRETE UNLESS OTHERWISE NOTED PATIO AREAS SHALL BE PAVERS OR STAMPED CONCRETE. 6 HORIZONTAL DATUM. VIRGINIA GRID NORTH(NAD 83), SOUTH ZONE VERTICAL NORTH AMERICAN VERTICAL DATUM 1988 (RACE 88) 7. ALL CURB TO BE OR (CONCRETE CLASS A -3), UNLESS OTHERW ISE NOTED. 8 BUILDINGS SHOWN IN HATCHED AREA ARE SUBJECT TO CHANGE, AND ARE SHOWN FOR INFORMATION ONLY SITE PLAN WILL, BE REVISED AND RESUBMITTED FOR REVIEW ONCE TENANT SPACES HAVE BEEN FINALIZED. 9. KNOX BOX REQUIRED ON ALL BUILDINGS. 10. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. SHEYr KEY Lo d 1 P4 ZTOY I z na w �w _J I A s x z DYIPY IRS O C Z' pq W4 S A IT I E REZ ISIO \S 1 7116 ia PER COUNTY LCUPPENIS TRY 2 327 15 FOP APPROVAL CRY J I A va D PAT ROP ANA S GO Et iA p9HORB BLDG 1100 81205E FFE FFE442450 42883 1 IT N awe I l ,I 40 AT AD NOTES: 1. SEE SHEETZA FOR GENERAL NOTES 2. SEE LINE TABLE ON SHEE72B FOR PROPERTY LINE BEARINGS AND DISTANCES. 3. MINIMUM PROPOSED PIPE DIAMETER FOR STORM SEWER SHALL BE 15 " 4 ALL RETAINING WALLS SHALL HAVE HANDRAILS 5 ALL SIDEWALKS SHALL BE 'CLASS A" CONCRETE UNLESS OTHERWISE NOTED PATIO AREAS SHALL BE PAVERS OR STAMPED CONCRETE. 6 HORIZONTAL DATUM. VIRGINIA GRID NORTH(NAD 83), SOUTH ZONE VERTICAL NORTH AMERICAN VERTICAL DATUM 1988 (RACE 88) 7. ALL CURB TO BE OR (CONCRETE CLASS A -3), UNLESS OTHERW ISE NOTED. 8 BUILDINGS SHOWN IN HATCHED AREA ARE SUBJECT TO CHANGE, AND ARE SHOWN FOR INFORMATION ONLY SITE PLAN WILL, BE REVISED AND RESUBMITTED FOR REVIEW ONCE TENANT SPACES HAVE BEEN FINALIZED. 9. KNOX BOX REQUIRED ON ALL BUILDINGS. 10. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. SHEYr KEY Lo d 1 P4 ZTOY I z na w �w _J I A s x z DYIPY IRS O C Z' pq W4 S A IT I E REZ ISIO \S 1 7116 ia PER COUNTY LCUPPENIS TRY 2 327 15 FOP APPROVAL CRY NOT APPROVED FOR CONSTRUCTION PROJECT N, V122001 FEARS BY JLCCBC SCALE 1 -40 BAD I o SP1� PROJECT SITE PLAN FOP 5TH STREET NATION OVERAL PHASE II i OI DIF OV OF BITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALB BROHLER E N Ln a e¢Lno IS BLACKWELL PARK LANE SUITE 201 WARRENTON VIRGINIA 201BO (8i FIEA.�00 FD A (540) 34CLA21 ww BohlerEngmeernng.com DANIEL R. HINES To No, 043176 8/27/15 SITL PLAN PHEET kkivBE6D J. W z 6" Vo w :.. 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SEE LINE TABLE ON SHEET 23 FOR PROPERTY LINE BEARINGS AND DISTANCES 3 MINIMUM PROPOSED PIPE DIAMETER FOR STORM SEWER SHALL BE 15 ". 4. ALL RETAINING WALLS SHALL HAVE HANDRAILS 5. ALL SIDEWALKS SHALL BE "CHASSE CONCRETE UNLESS OTHERWISE NOTED. PATIO AREAS SHALL BE PAVERS OR STAMPED CONCRETE. 6. HORIZONTAL DATUM: VIRGINIA GRID NORTH(NADRAR, SOUTH ZONE VERTICAL NORTH AMERICAN VERTICAL DATUM 1908 (NAVE 80) ALL CURB TO BE CG (CONCRETE CLASS A-3), UNLESS OTHERWISE NOTED. 8. KNOX BOX REQUIRED ON ALL BUILDINGS 9. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. C',. SHEE1'KEY d.A H" �z A A a w1 � a y n@ x z PC i� z w s 2 Y re RIEl ISTO IC A CLIFF FOR APPROVAL CAR IIII ep FIE if FwATEPURNITUVATROATUARF AROUND 'EJUNI A, IIAINYI "I'll 1 11 NUNUGTA FINLAND YDrPLANARE 811) NOT APPROVED FOR CAPITAL N, VIVONJ SUSAN BY JLPACAC CLIFFORD BY DUN DATE ACROAU STAFF 1-40 PAT I D ACT PROJECT CONSTRUCTION FIPS AL SITE PLAN mnx STH STREET ;TATTOO OVERALL PHASE III T OC YTJO F OT ET E NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA m� e n ma RD 6 / %q ,.1 C _T ._ _ OF A ��� ®A \a e�y m n y —T • o se V T 1 t C — _ T 4` /T GA IT IF I fi — — — _ 1 21! P .�A— R 8 — — — — a, /9 J_ � Y ' c=- ``a. SUITE a —F—� _ 6aa d x -� P —� /.J - \ Gn \\ 'P D- 18 1 FCC, I — ARSON _ P� NfaJ^) _ /a` /lei_ I9� Id LE Ag �. 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PA D.R. 2661, Pg CC (Cooi 595, 1�4( eo P4166 PLAT(CoJ viii E � aW, S89.2530 04018 ®, 4m SHOJI 1 SEE SHEET 2A FOR GEN ERAL NOTES. 2 SEE LINE TABLE ON S H EET 2B FOR PROPERTY LIN E PEARINGS AND DI STANCES. S. MINIMUM PROPOSED PIPE DIAMETOR FOR STORMSEWER SHALL BE IS 4 ALL RETAIN ING WALLS S HALL HAVE HANDRALLS. 5. ALL SIDEWALKS SHALL BE 'CLASS A" CONCRETE UNLESS OTHERWISE NOTED. PATIO AREAS SHALL BE PAVERS OR STAMPED CONCRETE. 6 HORIZONTAL DATUM VIRGINIA GRID NORTH LEAR83), SOUTH ZONE VERTICAL NORTH AMERICAN VERTICAL DATUM 1985 HAVE 88) 7, ALL CURB TO BE CGR (CONCRETE CLASS A -3), UNLESS OTHERWISE NOTED. 8. PROPOSED LIVING RETAINING WALL SHOWN FOR OF LETIATR LOCATION ONLY FINAL DESIGN TO BE PROVIDED BY STRUCTURAL ENGINEER_ 9. KNOX BOX REQUIRED ON ALL BUILDINGS. 10_ VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORPORA SHALL BE ELIMINATED Z 53 IT IRA AS I RE I w a F-� w F�1 W A s M-+-1 z IN �z w O 0 AT IS F C _ > s x� RLT TSIOAS I OFFICE C AGENTS ART oP COPYRIGHT 0 AN SEARS VALLAND 'HE 11 ASCII ... NOT APPROVED FOR CONSTRUCTION Pi PiKiiii DRAWN BY ES PC DATE 02 120 SCAI PacJF T FINAL SITE PLAN Ali STIII STREET iTATIION OVERALL PHASE IT LOCATION OF SITE NORTH OF 7-64 BE ANEEN 5TH STREET AND AVON STREET EXTENDED ALBEMAR BLE MAGISTERIAL ALBEMARLE COUNTV, VA BOHLER ENGINE ER I6 BLACKWELL PARK LANE, SUITE 301 WARRENTOX VIRGINIA 20166 Phorie P 1 349 G00 FEE POP; 34903_1 DANIEL R. HINES Llc No 043176 8/27/15 SW SHEET KEY SITE PLAN )take NUMBER 6G \ $� LGG�\X E SHEET 1611 _ FTF T \ ` \ \ eG v, 4 coUNTrl dt 77 PAR TIE Ka< 21 s ?� 2111 VF 1 ZONEDP 0 D -8 USE. PACANTLAMJ v 11VON1IOLDLNGSLLC \ �'S DE, 2872, Pg910(Co.) { I ` ` \ OR B 8944 Pg180 PTA T(Co.) 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E9$ Yg ISOPLAT(Co) '? AVON STREET EXTENDED - STA'T'E ROUTE 742 PROP. s— PHGP P— , (VARIABLE WHJ1IiR /W) sloewnu 6YGPIIALK $TIFF 4, Yg 237YLr]T fC'o) - /L,UHRANCE sHrBg rg34PLAT(Co) A TV T_- OV CDDZYTYT NP 77E1 -1C Y /PAVCHVSATRECT +�1� Gz B77SLVEI SCE'_'VIER E 0+ `� USE WAREHOUSE L DB611480, 484PLATSI IN 1 40 20 0 4 BY PER COUNTY ',TOTES 1. SEE SHEET 2A FOR GENERAL NOTES 2 SEE LI N E TABLE ON SHEET 2B FOR PROPERTY LINE BEARINGS AND DISTANCES 3, MINIMUM PROPOSED P IRE DIAMETER FOR STORM SEWER SHALL BE 15- . 4. ALL RETAIN ING WALLS SHALL HAVE TANGENTS. 5. ALL SIDEWALKS SHALL BE CLASS A" CONCRETE UNLESS OTHERWISE NOTED. PATIO AREAS SHALL BE PAVERS OR STAMPED CONCRETE. 6 HORIZONTAL DATUM. VIRGINIA GRID NORTH ROAD -03), SOUTH ZONE VERTICAL: NORTH AMERICAN VERTICAL DATUM 1888 (NAVD 88) T. ALL CURB TO BE CG -6 (CONCRETE CLASS A -3), UNLESS OTHERWISE NOTED. 0 VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED f� z W � N 7 Es AT E, G RI'Y ISIOlL REV DATE COMMENT BY PER COUNTY 2 &AC15 FOR APPROVAL ART Al NOT APPROVED FOR CONSTRUCTION GOOD' f ON ViOR1 DRAWN By JLPICRC CHECKER BY DRII CALL 02120 15 SCALE 1 -40 CAD I D SRI Pk0.1F1INA1L SITE PLAIT LOT VICOS OF ST E NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY. VA BOHLER E NGI NE E EL NG LACKWELL PARK LANE,£ WARRENTON VIRGINIA 21 PLAYS (RI ARE 0301 DANIEL R. HINES Lic. OF 043176 IN 8127115 _ SITE PLAN SHEET 6j /' /.ON A e OX V d �p Sk V E l BY FEE \ ii 3 f \ ' ''i/ TE TELT CID 6D, j MINI SLOG .1 wr MAJOR TENANT H SPRINKLERED BLDG, 1500 17.660 SF FFE 41533 AN RE ENE g, l y % F i gLsly3�/ � rrs ��x ATV ATCHLLNE e SHEET 7D, • o 5 AREA m tI 1 d V' eta' 41 FT �T~ ANN P ADI P¢ y, -� Gl A AA NN� L 3 •`y �. T VY- TT-V A TTF 011 N\ r A 'l \ • w N S69TANV"T, \ AMMkCH \ \ D ILITT Su ru � MINI BLDG. 1700 8 000 SF FFE =41400 OR TRY J, ENE NOTES 1 �� TV �\ \ I L I L, I \ \\ :'RE \Cl 1 SEE SHEET 2A FOR GENERAL GRADING AND UTILITY NOTES 2. SEE LINE TABLE ON SHEET 2B FOR PROPERTY LINE BEARINGS AND DISTANCES 3 MINIMUM PROPOSED PIPE DIAMETER FOR STORM SEWER SHALL BE 15 " 1 THIS PLAN IS BASED UPON GEOTECHNICAL REPORT PREPARED BY ECS MID ATLANTIC, ENTITLED "REPORT OF SUBSURFACE EXPLORATION AND GEOTECHNICAL ANALYSIS;' DATED MARCH 29, 2013 TL \L LE \ ,? \ lRA 40 20 10 0 40 s.. NO SHEET KEY REA H �} i =•. 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RRY TSIO RC REV DATE 81AS15 CONSENT FOR VICTORIA' III SET I D NO IN LPl z ON 1-� ; SAT z JOIN, A z IN W U IN IN NNI N IN SO Y IT NO IN ae RRY TSIO RC REV DATE 81AS15 CONSENT FOR VICTORIA' III SET I is FDA I IF EARN SsuPrAMICNI IF MrS AP UNPAR MIA Al ANNUELAPARE PIP NOT APPROVED FOR CONSTRUCTION PROJECT OR V12 DRAWN BY Fi(HO(I IT PANEL MY SET POLL FAS 15 SCALE I FD CAD I D A AN AS TONNEAU FINAL SITE PLAN �� 11L AA 17OR S T REF Y )TATION OVERALL PHASE. II LUCATTOV OF BT_C NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY VA BOHLER E N GI N E E IN N IACKWELL PARK LANE SUITE 20111 WARRENTON VIRGINIA 20186 Omw (540) 349 4 FAA R0 AR EET >NIEL R. HINES Llc. 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OF AS ON STREET EXTENDED - STATE ROUTE 742 (VAWAE VI'1DITIR /W) mT 9HPI�4, P%'237PZAT(Co) RI 1 SO^ry SHPB 9, Pp34PLA T(Cga,) ^y�, n m r t_ x i �M AD 9 v COTY Z H3P 77P_llC' R9z3. 1 +O� UN \/F4VONSTRIEFF �0 �a ALCN0 RS5CENTER P CST. WIREHOLdFl m (,_ D$__671 48D 4S4 PLAN' c 40 2 NOTES: 1. SEE SHEET 2A FOR GENERAL GRADING AND UTILITY NOTES 2. SEE LINE TABLE ON SHEET 2B FOR PROPERTY LINE BEARINGS AND DISTANCES. 3. MINIMUM PROPOSED PIPE DIAMETER FOR STORM SEWER SHALL BE 15 ". 4. THIS PLAN 15 BASED UPON GEOTECHNICAL REPORT PREPARED BY ECS MID ATLANTIC, ENTITLED 'REPORT OF SUBSURFACE EXPLORATION AND GEOTECHNICAL ANALV515: DATED MARCH 29, 2013, REVISION'S REV DAIS COMMENT BY 1 7/10113 PER COUNTY COMMENTS DR" 2 3/z]ne NOT APPROVED FOR CONSTRUCTION PROJECTIR, V ICU/ RAMS ey TLOCCC STECKEL 9Y: DIED DATE O� 2 N I scAL< 140 FINAL SITE PLAID' OR 5111 STREET ,TAT10N OVERALL PHASE II LOCATION OF SI I E NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EMENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER B N GL N E E BL N 8 BLACKWELL PARK LANE, SUITE 20 WARRENTON, VIRGINIA 20186 Phone (640)3494500 PER (54013490321 %NIEL R. HINES DR: No 643176 8/27115 _ GRADING PLAN SHEET NURSER �� ij AT 4 l / y /. LEY /Jf'Y r ) , /A A,\\ / A AT /! e i i A i MINI / 6000 SF %f it /�/ / 4 PROP.BX4 "iEE PROP F -,- "DE AAJOR TENANT IT BPRINKLERED BLDG. 1500 17 660 SF FFE 01533 PROP 8X4 T 1 TO HFj2EH PROP LAC, /ll �� l B TEE ..._._� PC IS OP_. 11 0 22+50 4P 1 � . 14 UP _ 1 Sl / dP / = _ EE L 4Z M = w w z . SDI F� W h=�1 z FD �z _ i� w HE Ri NI REVISIONS a V REV ERIC COMM BY COMMENTS DAY d YEBU FOR APPROVAL LET N C,� � � I FLY OF Fir AD FLY, A I \ P, 11 1 11 YFY01 AD 181 MI MAJOR TENANT BPRINKLERED BLDG. 1600 25 000 SF FFE = 414.6] IS NO 24 ROD \\ �` \� s IT \ \ T PROP ET AR- / A� \� F T ACAP OP alp ' 1 ?� is'n' \ _�� �� , - a zsia6o 1 p OR EYE BOO y u { d�� ✓,NV<'�'l� ' PROPOSED EASEMENT T EGLICND ACT I DISTANCE __. - ......- — STORM DRAIN SANITARY SEWER SIR Sl z 5F WATER rueuc Access COMMON yNoKibS ECY-RA BEST A UTILITY MANAGEMENT NOT] IP5 1. SEE LINE TABLE ON SHEET 2B FOR PROPERTY LINE PERFORCE AND DISTANCES 2. SEE SURVEY STRUCTURE INFORMATION ON SHEET 2B FOR EXISTING SANITARY AND STORM STRUCTURE INVERTS AND RIMS. 3 MINIMUM PROPOSED PIPE DIAMETER FOR ALL PUBLIC STORM SEWER SHALL BE 15 ". 4. GAS SERVICE SHALL BE INSTALLED BY CHARLOTTESVILLE GAS. I\ LEE, 4J vv iF F�BY if] 11 40 0 lNOT APPROVED FOR CONSTRUCTION J CHECKED BY DRI I DATE 0223ES FINAL SITE I'LAN' FOR JTIII STREET BiTATI(SNOVERALL PHASE II ETHIC TION OF OTTE NORTH OF 1 -64 BEiVOEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA Ua BOHLER NCIN888ENG DANIEL R. HINES TO No 043176 A 8/2]/15 SLEET TITLE SHEET KEY UTILITY PLAN T . d NUMBER 6O19'. AI 0 OP. OAR SHOPS METER SPRINKLERED PR BLDG. 1000 n4] sF FFE -02250 VIP I OCR IT PPG i 6P PROP TO �P 9 ID 6CMP �� µ NN M V PPOP.O'CLV630i UPWLM MPJ v �D %� STORM DEAN PER RCO NT �v Ci 5 T, \ITS WATER 6.M PUBLIC ACCESS A AG S S� — - -- COMMON SHARED PROJECT EINAL PLAN -- '1: PL. It�7CC]H[][ PUBLIC unun VARIABLE WIDTH S n 4 Il�l�SlE][EE7C MANAGEMENT o NJI391]60 8 8C r s OR 8 X4 HI RA..., CMP L4. $Le TTM 6O19'. AI 0 OP. OAR SHOPS METER SPRINKLERED PR BLDG. 1000 n4] sF FFE -02250 VIP I OCR IT PPG i 6P PROP TO �P 9 ID 6CMP REST BLDG 18M 388 SF FFE =41425 GP 4 SAN a HOT ti Rm MINI ADS 1900 1a o0o sF �xa�exeTES FfE 41850- 1� N \ V Al ` \A v A PRO FTEE� ED MNOR TENANT o 9PRINKLERED yeMO[ BLDG. 2000 14,410 SF FFE 41850 oM AN PROP PA NP N6 NO O9fi. NV 1200 - yµp? IETEIX �p fW NwaIBK 0 (� OP (PROP. VFIRE {i SWOPS If M TEE SPR14KLERED G ALTS. 900 AGE HE I 1 13,690 SF I I I FFEk420.50 I I POR -3X4fE I I I I �� µ NN M V PPOP.O'CLV630i UPWLM SIGHT DISTANCE v �D %� STORM DEAN PER RCO NT �v Y NDS T, \ITS WATER 6.M PUBLIC ACCESS A AG S S� — - -- COMMON SHARED PROJECT EINAL PLAN -- '1: PL. It�7CC]H[][ PUBLIC unun VARIABLE WIDTH S 4 Il�l�SlE][EE7C MANAGEMENT 8C r s OR 8 X4 HI RA..., REST BLDG 18M 388 SF FFE =41425 GP 4 SAN a HOT ti Rm MINI ADS 1900 1a o0o sF �xa�exeTES FfE 41850- 1� N \ V Al ` \A v A PRO FTEE� ED MNOR TENANT o 9PRINKLERED yeMO[ BLDG. 2000 14,410 SF FFE 41850 oM AN PROP PA NP N6 NO O9fi. NV 1200 - yµp? IETEIX �p fW NwaIBK 0 (� OP (PROP. VFIRE {i SWOPS If M TEE SPR14KLERED G ALTS. 900 AGE HE I 1 13,690 SF I I I FFEk420.50 I I POR -3X4fE I I I I a fp"MAN TP V� Cpl \���0 SA UP o rl Ell, 6 \\ T�J \I) \1� Ax A, TE "'NN � i . \�. C, I IT T ARM IT \ V h1 \ \ t \ {t TA \ 'TEA u \ V SHE STM CA / � a \ \ PROP 1125 15 RCP- N v P µ NN M V PPOP.O'CLV630i UPWLM SIGHT DISTANCE EY E� STORM DEAN PER RCO NT ORH Y w, FORA PROVAL WATER 6.M PUBLIC ACCESS A AG a fp"MAN TP V� Cpl \���0 SA UP o rl Ell, 6 \\ T�J \I) \1� Ax A, TE "'NN � i . \�. C, I IT T ARM IT \ V h1 \ \ t \ {t TA \ 'TEA u \ V SHE STM CA / � a \ \ PROP 1125 15 RCP- N v P s v SIGHT DISTANCE EY E� STORM DEAN PER RCO NT ORH Y w, FORA PROVAL WATER PUBLIC ACCESS uP, PROPOSED EASYXMNti ' LEGEND P - -- - -- SIGHT DISTANCE EY - -- STORM DEAN PER RCO NT ORH POST AR.GEWER w, FORA PROVAL WATER PUBLIC ACCESS uP, S S� — - -- COMMON SHARED PROJECT EINAL PLAN -- INGRESS EGRESS PL. PUBLIC unun VARIABLE WIDTH S 4 MANAGEMENT Sl -lEET KEY P0 z w a jF- I�-IjI W W z 00 pq z W { 3 u p3 0 o}zoW• TO EMS ul SO 4F z s e EE a VISIONS PEV DAiE CONMENT EY 1 7116M3 PER RCO NT ORH FORA PROVAL DOH uP, PROJECT EINAL PLAN SITE NOTAPPROVEDFOR I� CONSTRUCTION PRI Prz� C eV orzcec OOH SCALE. vu uP, PROJECT EINAL PLAN SITE LOCA'1ION OF SITE, NORTH OF I -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA IN 0 n n o- 1� �� •I � C+ 7C HILL t � I e y k @ / (I1gL �F —• ( NJIG12,6 J 9 IS �]� C" „. L/ HA FELL W ITO o� n AYSIA w, \�. Fj TVL LIF A- G l�l�. L L �IJ N _ 0 -. _ 1 TO i _.. P \ FIE r:10 -, A (� 1 —t L ��=. -6 _ _ — r \< I, �I v Illy � 9= IT .. 1 FBI P_ �� 0 �E " E — ` �.Rnx. �R .L \4 A T VC, `1III x IT, J� LIMITS �.n.t 4 \� T �I AS A\ 1 =� AXX FDA, I TL �- N 3664x, A` X A ; . Do Jva TV NIa 'O2 a,,, 1 A� ��. A _ V / e lT I� ELF III AT S `•-._ °dos r oG D F 7� II .,� rS_ — v L - _ - -h CU1tF SO c k Xc Ttr _ Frees OF ° �``T -__. �_- FELL - "� �. _ I�P SAS 2 Dori 4 w TOP a FR' HE \\ "`Y Mo'_ r. w+ m PARAT, ,v>A nano � 3 AS 4 Sw v- .nI- F� 77__ "D_ 20 To PH NOTES- , =4p 1 SEE LINE TABLE ON SHEET 2B FOR PROPERTY LINE BEARINGS AND DISTANCES 2. SEE SURVEY STRUCTURE INFORMATION ON SHEET 2B FOR EXISTING SANITARY AND STORM STRUCTURE INVERTS AND RIMS. 3 MI N IMUM PROPOSED PIPE DIAMETER FOR ALL PUBLIC STORM SEWER S HALL BE 15' 4. GAS SERVICE SHALL BE INSTALLED BY CHARLOTTESVILLE GAS. PROPOSED EASEVIL'4T LEGEND REV DATE CONSENT SIGHT DISTANCE 5TORM SPAIN 2 GA713 REM CRT WATER I MAJOR TENANT B CONSUL SOARED t� -- SPRINKLEREU — — PUBLIC UTILITY BLDG, 200 49,790 SF MANARENENT FFE 41867 1 SAS 2 Dori 4 w TOP a FR' HE \\ "`Y Mo'_ r. w+ m PARAT, ,v>A nano � 3 AS 4 Sw v- .nI- F� 77__ "D_ 20 To PH NOTES- , =4p 1 SEE LINE TABLE ON SHEET 2B FOR PROPERTY LINE BEARINGS AND DISTANCES 2. SEE SURVEY STRUCTURE INFORMATION ON SHEET 2B FOR EXISTING SANITARY AND STORM STRUCTURE INVERTS AND RIMS. 3 MI N IMUM PROPOSED PIPE DIAMETER FOR ALL PUBLIC STORM SEWER S HALL BE 15' 4. GAS SERVICE SHALL BE INSTALLED BY CHARLOTTESVILLE GAS. PROPOSED EASEVIL'4T LEGEND REV DATE CONSENT SIGHT DISTANCE 5TORM SPAIN 2 GA713 REM CRT WATER AS PUBLIC ACCESS CONSUL SOARED -- INGREFREGRESS — — PUBLIC UTILITY MANARENENT — I � ART 3 z a W 8 l a L I e� �z z PIP A AS W = FS 'r a= F REA ISION REV DATE CONSENT By 2 GA713 FOR APPROVAL CRT NOT APPROVED FOR CONSTRUCTION IT is o FINAL SITE PLAN r0P 5TH STREET STATION OVERALL PRASE II T O<A'1104 Or sTTF. NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA R( R CL tteeeL Nc 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20166 Ph... OLUC34hor Pro : (5401349 0321 ANIEL R. HINES LID. No U43176 8/27E15 _ sI E ET 1,Y ' U ILITY P1LAN V1 -At CAN \ SO LF LL /ZN V ' ' T �\�tt,p , 0' i, L A. L,�ir� . IT \ L4 AVON STREET V� STATE IF V 1 ATE�%� l 742. LF "'MATCH LINE e SHEET_ 81 _ J augamonalmoumuw K COCNTP'TM 77, PAR. HE 21165ACRES ZONED PD SC UJfi VACA(9TLAND AVONITOLDINGSLLC DB. 2872, Pg510(Co) DB 894, Pg180PLAT(Co) v - �� LA PAL � � LF L, � F, TELL T, \ 3z � LF �� \.. \I v� �y� \v �L \ 20 10 0 \\ �s PEE ROD SCALE 2 POLLP15 FOR APPROVAL C \ �UB I I m I I it o rr 5321550 W 36613 d+V/q A ww J9 �, PQ N COUNTYT V. P. 7781 -111 .il. NIT TVA ISON j CORPOR3710N USE- iY3RLHOUSE y s DB460 -7PLAT C NAEO, li DR 4603, 6PLA7' T FAX \I \1 1 1, I � OPI CORP . STOP Al I i IIjI +I I _ I A VOOTHOLDLA'GSLLC I f1lAyer D.B. 2874 Pg5I0(Ca) OAR 894, Pg180PbAT(Co) AVON STREET EXTENDED - STATE ROUTE 742 YEA (VARIABLE T'YIDZ)AR /W) / BBLI, Pg237PLA7 (Ca) t j ulmsOF SUPB9 Pg 34PLAT(Ca.) ' HE �ITVA' 539 IT 'TA .i9 m i. \ 4 0 P Is X COUNTY P&1P. 77E1 -IC ,V/FAVONSTREET BUSINESS CENTER USE TVAREHOUSR DB611 480, 484YZAIg; 1 \$�5 E 40 20 10 0 40 �s CLIP ROD SCALE 2 POLLP15 FOR APPROVAL 11�55� C C()L: ,F Y. �N V R WM � •� �£a W 3S z O ,M v .W r -1 W T A y RP:v[STONS REV DATL X10 �s CLIP ROD SCALE 2 ,F Y. �N V R WM � •� �£a W 3S z O ,M v .W r -1 W T A y RP:v[STONS REV DATL COMMENT BY CLIP SCALE 2 POLLP15 FOR APPROVAL CRT NOT APPROVED FOR CONSTRUCTION PROJECT FIINAL SITE PLAN LOCAIFO60P OF EE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY. VA BOHLER EN G1 N E E R1 K LACKWELL PARK LANE, SUITE 301 I WARRENTON, VIRGINIA 30186 PnO�+ Isaolaa6nsoo Rx V6aof aasoazl DANIEL R. HINES DO, No 043176 0127/15 j 1Ul lLIITY PLAN SHEET NUMBER h\1S�d 8j DRAWN BY JLJLCBC CHECKED BY CLIP SCALE 1-40 CAD I D UPI PROJECT FIINAL SITE PLAN LOCAIFO60P OF EE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY. VA BOHLER EN G1 N E E R1 K LACKWELL PARK LANE, SUITE 301 I WARRENTON, VIRGINIA 30186 PnO�+ Isaolaa6nsoo Rx V6aof aasoazl DANIEL R. HINES DO, No 043176 0127/15 j 1Ul lLIITY PLAN SHEET NUMBER h\1S�d 8j I `�� IX 6RRGF � I y I I 100 — �._ — — �. _ _— IX AREAS -- — PROP -8 1 COMPACT FILL A xen) � £ SEE CFO I I RECALL) A N - -_ -. - • • - - - -. o L G- I - - - -. AN HN Hi e E P R IN LL NH e > .. AN 6v x0 IN A g� C I�.� °� -1 i x vH� `�I? v �� I 1 r AL FR PROPOSED WATERLINE B PROFILE, SCALE 1 0 HORIZONTAL AM TO To AD HAP AD 13ROPOSED WATERLINE E PROFILE SCALE P A CI No Go Do K s A W P7 € �z _ .... Oz, s TO A SHE AT If HIT R E BE SR �W RPIVISII REV DATE CORRECT BY i; PLAIT PER COUNTY COMMENTS I'll II I `�� IX 6RRGF � I y I I 100 — �._ — — �. _ _— IX AREAS -- — PROP -8 1 COMPACT FILL A xen) � £ SEE CFO I I RECALL) A N - -_ -. - • • - - - -. o L G- I - - - -. AN HN Hi e E P R IN LL NH e > .. AN 6v x0 IN A g� C I�.� °� -1 i x vH� `�I? v �� I 1 r AL FR PROPOSED WATERLINE B PROFILE, SCALE 1 0 HORIZONTAL AM TO To AD HAP AD 13ROPOSED WATERLINE E PROFILE SCALE P A CI No Go Do K s A W P7 € �z _ .... Oz, s TO A SHE AT If HIT R E BE SR �W RPIVISII REV DATE CORRECT BY I PLAIT PER COUNTY COMMENTS I'll G IN LL IT A 0 71 it To WING ZTATES III RE NOTH I Sy PAR 1 A00 AS WAS NA 1 80D 242 1 fRW CA WAY A? 701 tA 0 1 801251 770F (AT 1 WD 282 8555 10,00 m..r. N«o NOT APPROVED FOR CONSTRUCTION PROPOSED WATERLENE O PROFILE, DEACON BY JLWCBC CRALL 1 50 HORIZONTAL CHECKED BY DR I 5 VFRII At DATE FARMS SCALE AS NOTED PROJECT FINAL SITE PLAN FOR STFI STRIEFT STATION OVERALL PHASE It LOCATIOT OF 6PPE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLENG a NCL Nee ER 28 BLACKW ELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20166 Pbune', (540) GAP EACH FAA RAPS 34ean1 ww.BohlerEngineering.com TX OF V B ANIEL R. HINES �p Dc. NO. 043 176 PO,L 812]115 ` oe �� WA'T'ERLINE PROFILES 1�, I�CONTRAC) ORTO. S6RA ALL VALVES AND FITTINGS LOCATED IN a,1, PROP ARE RESTRAINED A FAR RE AD rd ADS 1 I 1— —. — - -- 1 I I 1 I _ i I AC if �a cecx 117 1 LE {p I I .I 8 I 6A4Pov i I E - - - -. - - - -. -. - - - -. -_.. __ Sllll. - - - -. 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JS� Lc m 0 AP1� SHEET TITLE ATFRI INiE PROFILES Is STRETCHABLE 0.,I 9B 22100 OLD JNE�Y 2315D 24100 21 jo 25 00 254 0 26400 264D CCOI ,CAI 1 ED HORIZONTAL 1-5 VENTRAL PAT 420 Rn AN 19C 880 PROPOSED 1NLA'd RRLIPIE 1I PROFILE SCALE 1 40 JBI DE 120 NY 40C 100 AN Sso ART WIN 0150 ND 11,60 PROPOSED AVATERLl N E I PROFILE NOTES .s P4 z is w I —a AN aI z I A CID 3 �zFE B� RED, ISIONS REV DATE CONEMENT BY PER COUNTY 2 12ER FOR APPROVAL CRT Q9 IN ME NO SIR EARE LAND EL D DFIZAARE 811) NOT APPROVED FOR CONSTRUCTION PROJECT HE V122001 PERSON BY JLDCOC CHECKED BY DRI I FAA DAIL DBACR 16 SCALE AS NOTED PROJECT SITE PLAN OA 5111 STREET STATION OVERALL PHASIF. 11 wcnnON OESaE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA AD FAR PROPOSED STORM ll20k ll F.. - (D29 TO ]a29A) SCALE 1 SO LAI OP 11 00 1TO FAR ROSS 1 P JOIST '4100 14150 Clon 15 PROPOSED STORM PROFILE - (D13 -VAU1, T C) APPLE 1 A Hi - ,IN,«reE reEe.re , VERTICAL 1 STANDARD OoN ESART RUCTUR DEPTH OTa1 OR A DEPTH OF is OR SAFETY ED IN THE CURB ROAD AND SCENE STANeAM,, ADS AID FIRD By PAY 420 Al TOR APPROVAI DAN 410 110 PROPOSED STORM ll20k ll F.. - (D29 TO ]a29A) SCALE 1 SO LAI OP 11 00 1TO FAR ROSS 1 P JOIST '4100 14150 Clon 15 PROPOSED STORM PROFILE - (D13 -VAU1, T C) APPLE 1 A Hi - ,IN,«reE reEe.re , VERTICAL 1 STANDARD OoN ESART RUCTUR DEPTH OTa1 OR A DEPTH OF is OR SAFETY ED IN THE CURB ROAD AND SCENE STANeAM,, 0 16 (10 RICA VIA FLEA FIRD By PAY A A I INI T lN ALAN L HAVE INLET SO IAPASI SEE SHEET 24A FOR ITT All CRT is TOR APPROVAI DAN All AT I ARM O I P GAME 6741 ex cv I cu LOOP AT ID 4w STAR GO 225 PT a,o IX x 1 Waw ___ °�� u Er c x ire ON GRA °— — r— Wop b ZY PC W I eex aw I. TA sat CO, 410 4 a — 4.P OR Wasp � OR RI N IT m Too 61 1 L A IF PDT FAA 1015D OFA OR 1 TICE 0 on PUSH 11�00 PROPOSED STORM PROFILE - (D9 -DI) PROPOSED STORM PROFILE - (DIS D1O) PROPOSED STORVf PROFILE-- (D18 -DI]) AM TO W ,,/ a �, z = A AAAg ca IT OF w �z :. z pp W a :Y AS A OF C AND �y AS RRVISIONS REV 1 DATE 7(16OR CEPARGENT PER COUNTY COARACTIN By PAY 2 CRT is TOR APPROVAI DAN IdIII QP I IN ROUND CONTRA NO END DO MIGHT 811) NOT APPROVED FOR CONSTRUCTION PROJECT NO DATE 02 2015 )FEAR ply JLGCSD CHECKED BY PROJECT FINAL SITE PLAN FOR 5TH STREET CTATIO1 OVERALL PHASE P[ T.OGTTTON OFSTTr NORTH OF 1 -64 BEN EEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLENG ENGI NEE ER 8 BLACKW ELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 (540) 349 LOS @aO 349 0321 ww.BOhlerEngineering.com TM of Y DANIEL R. HINES JONM y Lic No 0031 J6 � ]1 ' 8125 ��� SXO STORM PRO ALE'S �,sy NUMBER CAD IS too 130 20 IRA 410 AN i PER COUNTY COMMENTS ART RUN LET HL PRO [ m0 33 K lP ACT n +V„ - VIS A OOC E, R° ELI I I. I 8.58Ae Ad , too 130 20 IRA 410 AN 430 CA 42D 420 Ro So I Bid C 00 ill 11100 ill C 10,00 Who 60 11100 11,A) PROFILE - {D21 -D11) PROPOSED' TORM PROFIT F - (1)22 -1)12) PROPOSED S1 OR-N1 PROFILE (D23 -D14 AFAI F 1- NO PROPOSED SI OI.M YROl ILE D19 _D17 STORM ORli PR " VERTICAL 5PL 1 5 Vet I ON . 1 5 ACCRUAL 1 5 Ve(T HILFOL HALF bElEb" PULL 1,111111A AN By NO 1 E,5 . STANNEGAID A I FPS OF - ,) "LL BE RFQtIIRdN OR GREATER AND SAFETY PIT CBS (BE -, A DEPTH OFF YL OR GREATER IN ACCONVANOF od PH I HE 2008 ROAD %No BRIDGE STANDARDS CA 1 AN AM POP AN 1 ON 257 7777, OF 1 AN 282 PACE A ALL NLETS SHALL HAVE NOTE 1 Al TAPING SEE SDEET AGA FOR DETAIL NOT APPROVED FOR CONSTRUCTION PRO CF 1 0, FASCH OR CHECKED BY UH I - SC E a L� - ( - 3x mM1T� FINAL SITE 130 Ad 430 CO PROJECT AT ? III - - - E 41 f A D25 ( PROP FREE CAP LS- t' ROP'6TRDE , BU,1 A� 511I STREET ALSO ? CROP TACT - - - -. ,A, STATION OVERALL 4m - - - -__ - - - . - - -- ( -. PHASE, IT 1 LOCT11060Y ALTO r A my NORTH OF IE4 BETWEEN GO.AE -1 _. - - - -. -___ zOOL ALF -. RCr s -. - - -. - - -- — -__ -. 5TH STREET AND aOO BE T 0... 1 AVON STREET EXTENDED mu?c� aaov _ �c sE J SGOTTSVILLE MAGISTERIAL a asEi ALBEMARLE COUNTY, VA PAL " em z i3 ®M1 „H aia 125 _ Ro sL — . I – 410 V. A6<n- - - - - - - - BOHLER P'+9 2A a Kt IO% AN CE N B B e E No 6t6'= 36 BLACKWELL PARK LANE SUITE 301 e oe WARRENTON VIRGINIA 30166 Ph... (540) 3494500 ^ - 1 www.BohlerEngineering.com CA P °' __ — ". nRw - -_. . -- w.3 - -_- _ ,m ma T.V U DANIEL R. NINES Y' .p Llc. No.0431]6 �. 'A G 115 2� �JS�910NAI\ PH P4 z PC IF w �W z 3 LL F On Dz PH 1 /0z° r -1 W j FE - - 12EV1510ClS 1 LAB' C PER COUNTY COMMENTS ART PROPOSED STORM PROFILE - {D32 -VAti1,T Q SCALE 1 60 HORIZONTAL 0100 OD 1 oo PROPOSED STORM PROFILE - (D33- 1)25)- SCALE i-A HORIZONTAL d EAT TITLE STORM PROFILES S ILL I ,[ ,A L: 111JB (STM- T -OFSP) _ {I -16 TO MR) WE 420 41D Ila Ac ND REV DATE IQHAPJENT 410 ASIMENTS ,23 B.� .x PROP oE E la 410 PROP BL -1, s ONE — AN 41n VC EX OFFICE PROP GRAPE STE OF Iva AD Go al NO E+. GRAX 7 IC RIB q TH 15 ART a3DEC iSINI- I- 0175P) - fI -5 TO I -5A1 40 (STM- T -OFSP) _ {I -16 TO MR) WE 420 41D Ila Ac ND (STM- I -OPSP) - (I -60 TO 1 -20 {STN1- I- 0r-SP) - (1 -I4 TO I -3) GOAL 1 60 HORIZONTAL MET 1�a() HORIZONTAL so I m cc canx s - sn a ca„oE snn PROP GI I � I 2D l'S ,RA,' r- - - -- - — - -' _ - IS r , c.,� nN R �: R,N e Ro ERe �L, — PROP RI PROP B+ I, 4 B ti pyo, PRIP ®0WAR a JAY ED 30 ONE- I RAP o — —I ,, - ED .ON EE IE IF A 11 E Pr s s_ b *e $ m aV� _ �} d- a I IF VD S- m m§ P� IV IF a 10 Do CIB DO 11,50 12 an 17 a 131 134 1 RE 161 RHO RIN KAU 11,00 17 -0 18RO {STNS- I- OIASP) - (VAULT B TO I -9) 410 110 400 HE '1 390 e g 8 zwz = RE x z EPA,, i .401. Ali M�M z n Al h+y w ; Ais E3 i REVISIUIN6 REV DATE IQHAPJENT 420 ASIMENTS ,23 B.� EX OFFICE PROP GRAPE STE Iva NO E+. GRAX TH 15 ART a3DEC 99 40 - R0csu wP ,e SO) UN VD 390 3110 — IW $ e e p r r z a t CT sA A (STM- I -OPSP) - (I -60 TO 1 -20 {STN1- I- 0r-SP) - (1 -I4 TO I -3) GOAL 1 60 HORIZONTAL MET 1�a() HORIZONTAL so I m cc canx s - sn a ca„oE snn PROP GI I � I 2D l'S ,RA,' r- - - -- - — - -' _ - IS r , c.,� nN R �: R,N e Ro ERe �L, — PROP RI PROP B+ I, 4 B ti pyo, PRIP ®0WAR a JAY ED 30 ONE- I RAP o — —I ,, - ED .ON EE IE IF A 11 E Pr s s_ b *e $ m aV� _ �} d- a I IF VD S- m m§ P� IV IF a 10 Do CIB DO 11,50 12 an 17 a 131 134 1 RE 161 RHO RIN KAU 11,00 17 -0 18RO {STNS- I- OIASP) - (VAULT B TO I -9) 410 110 400 HE '1 390 e g 8 zwz = RE x z EPA,, i .401. Ali M�M z n Al h+y w ; Ais E3 i REVISIUIN6 REV DATE IQHAPJENT FLY ASIMENTS 0 ,,A I HOO A52 7001, RED KC 257 7777J � 1 80D 282 81 NOT APPROVED FOR CONSTRUCTION PROJECIT RE V12200 CHECKED BY ON DATE ol SCALE AS HOTEL PROJECT FINAL SITE PLAN FOA 5TH[STREET STATION OVERALL PHA9F 11 LOCA'11"N oY 911K NORTH OF 1 -64 BETWEEN SITE STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA J IBOH arccna 38 BLACKWELL PARK LANE, SUITE 301 WARRENTON VIRGINIA 20186 e (540)3490500 PAN (540) 39 www BohlerEngineenng co,n ARA (DANI RHSA INES o 043Vfi go 1. 15 r W (STN)- I- O1m5P) -- {I -1 Tfl I -Il3j STORM N REAL NIAl PROFILES SHEET BER NO I HE I STANDARD STEPS ' oA AER�NIR�eBREQ R T �� 11D OR CREAT SAFETY SEARS ERENUITEDONALSTORMSRUCTURESANIT R OF 12 AND 8HIDGE STANDARDS 2 ALLINLETSBHAII HAVE INLET ALI RAPIDS SEE ALI DEEP SEA FOR DETAIL 120 ARE AND 400 42D HE 410 ED Too 711 ALI :0,00 2 716 FX ASSET A;TM I OFSP) SCALE I ®TA,�. 8F PROP PC PILOT A DE �RI T „RATE IIAMP AD FREEHAND ADEPTLY OF A ORGREATER IN ACCORDANCE SHIFT THE 2DD8 BRDGESTANDARD6. FEEL 1045 STM I -OFEP ) _ {I HD TO I -41) '16 RUP N R:`. s . _ ) RIF w% e .(I22TO VAULTP) (S2A44 -ONSIP A. 12 90 ' e A 15 CAP TAMA 1 R TAI . s VERTICAL ALE - A 3A�TaL , @' 4 01% AL - Bal aW AD YEA BE 11 Ell, E.EAF L ED 120 ARE AND 400 TV 42D HE 410 ED Too 711 ALI :0,00 2 716 -RARE A;TM I OFSP) SCALE I ®TA,�. 8F AD �RI T „RATE IIAMP AD FREEHAND ADEPTLY OF A ORGREATER IN ACCORDANCE SHIFT THE 2DD8 BRDGESTANDARD6. E STM I -OFEP ) _ {I HD TO I -41) z N R:`. s . _ ) 6T O FAULTS) e .(I22TO VAULTP) (S2A44 -ONSIP A. 12 90 ' e A 15 CAP TAMA 1 R TAI . s VERTICAL ALE - A 3A�TaL , @' 4 01% AL - Bal aW AD YEA BE y We L FEE, as �z ED TV 42D HE 410 ED Too TA As -- EY GORE - 111) AM PRY 711 ALI :0,00 2 716 -RARE A;TM I OFSP) SCALE I ®TA,�. 8F AD 15 C DPI IIAMP AD FREEHAND ADEPTLY OF A ORGREATER IN ACCORDANCE SHIFT THE 2DD8 BRDGESTANDARD6. E STM I -OFEP ) _ {I HD TO I -41) z ( bTb I --. FSP ) (I Oi TO 1-51) s . _ ) 6T O FAULTS) e .(I22TO VAULTP) (S2A44 -ONSIP A. RE ' e A TAL E,T DL TAMA 1 R TAI . s VERTICAL ALE - A 3A�TaL , "A AL - Bal aW AD YEA BE L 420 AS C 111) AM PRY 120 Wo 11 To AD NE RTIVTEI(PN5 043. u-oo W-.0 :O,LO HIS 11400 :Oi[0 1 711 PARIS FOR A :0,00 2 716 FEE {SI'4f f 0I Pj (1 -42 TO I -37) SALLE 1 60 1 ORA)NTAL ARTS A;TM I OFSP) SCALE I ®TA,�. 8F AD EX OUR PAT FAA FEE EPA AD FREEHAND ADEPTLY OF A ORGREATER IN ACCORDANCE SHIFT THE 2DD8 BRDGESTANDARD6. E STM I -OFEP ) _ {I HD TO I -41) z ( bTb I --. FSP ) (I Oi TO 1-51) s . _ ) 6T O FAULTS) (STAI- IOFSI) .(I22TO VAULTP) (S2A44 -ONSIP (L241( -N'LE > LLINLETS SHALL H EET24AFOR DETAIL ' e scAL B TAL E,T DL TAMA 1 R TAI . s VERTICAL ALE - A 3A�TaL , [P ICUL AL - Bal aW AD BE FEE, as �z ED z T �E MM pq J4 a RTIVTEI(PN5 043. u-oo W-.0 :O,LO HIS 11400 :Oi[0 1 711 PARIS FOR A :0,00 2 716 FEE {SI'4f f 0I Pj (1 -42 TO I -37) SALLE 1 60 1 ORA)NTAL ARTS A;TM I OFSP) SCALE I ®TA,�. 9952% LAVA AD EX OUR PAT FAA FEE EPA AD FREEHAND ADEPTLY OF A ORGREATER IN ACCORDANCE SHIFT THE 2DD8 BRDGESTANDARD6. _- STM I -OFEP ) _ {I HD TO I -41) {STM- II -O TO I -39 ) . ( bTb I --. FSP ) (I Oi TO 1-51) s . _ ) 6T O FAULTS) (STAI- IOFSI) .(I22TO VAULTP) (S2A44 -ONSIP (L241( -N'LE 10199 043. u-oo W-.0 :O,LO HIS 11400 :Oi[0 IOiN ✓00 R :0,00 1D AT NOTES TIIWLL BE REDIIIREDON ALLSHmM STROCTORESWITHA DEPTH OE4' 1 STANDARD VITRO OR GREATER AND III BS (Cl -t) W ILL DE REQUIRED ON ALLSTORM STW DTUHFS VOTH FEE {SI'4f f 0I Pj (1 -42 TO I -37) SALLE 1 60 1 ORA)NTAL ARTS A;TM I OFSP) SCALE I ®TA,�. 9952% LAVA AD EX OUR PAT FAA FEE EPA AD FREEHAND ADEPTLY OF A ORGREATER IN ACCORDANCE SHIFT THE 2DD8 BRDGESTANDARD6. _- STM I -OFEP ) _ {I HD TO I -41) {STM- II -O TO I -39 ) . ( bTb I --. FSP ) (I Oi TO 1-51) s . _ ) 6T O FAULTS) (STAI- IOFSI) .(I22TO VAULTP) (S2A44 -ONSIP (L241( -N'LE > LLINLETS SHALL H EET24AFOR DETAIL e scAL B TAL E,T DL TAMA 1 R TAI . s VERTICAL ALE - A 3A�TaL , [P ICUL AL - Bal EAEAL:L AD I - 4,A „A Bill OF 6R19 R 1 141 NB I N srn — 4 -.wP -APACE —' — - - - -__ - I PRO ROE s vAP A' P ,x dPOP AT PROP B( -1 LA EAT@ :, WTV PART "T TOP STM A49 PROF a STEPS P C I [s[ 21, E4 PRE? @mx \ A `aRw PORCH T _ W954A n U6 n0 ADS-- - - - -. -___ ¢Ae oA° _. __.. -- ___ -_ -. -_.. nv_ A2n% ARE AR 24 9 1 RP% SPEND 06 16" PAR DAL I A r ° A. hF - - - -. %SRS CA Ca EA EE - T I nN SO HAS RAI 110 AGO ARE ARE SEA 390 AD ALI 1A 0 141 EE A DROP REAL l000 FEE {SI'4f f 0I Pj (1 -42 TO I -37) SALLE 1 60 1 ORA)NTAL ARTS A;TM I OFSP) SCALE I ®TA,�. 9952% LAVA AD EX OUR PAT FAA FEE EPA AD _- S ma a e AM 3' TEE AD AD AT 120 410 410 loo 400 390 PER 380 JET I nN A m o AROP �„eDE FEE A� HAS RAI 110 AGO ARE ARE SEA 390 AD @133% PROP AT I PROP AT I A 1A 0 A S OR EE A .,OP,_ (STM- I- OFSlE) (VA Jl.T(W TO I-49) SCALE i—S NIAL A, &`TD,L I � - - -L EN CPAGE'., e / 1000 1A 0 r6D PREDE .,OP,_ (STM- I- OFSlE) (VA Jl.T(W TO I-49) SCALE i—S NIAL A, &`TD,L FEE {SI'4f f 0I Pj (1 -42 TO I -37) SALLE 1 60 1 ORA)NTAL ARTS A;TM I OFSP) SCALE I L 9952% LAVA 9N,.TNOM � \��� ._ -. T. . ME .LH, F,� .L.,AA ,., A „ . _- ma a e AM TEE APE 8002FIR-181SIA WADI NOT APPROVED FOR CONSTRUCTION PROJECT OR V122001 REPAY 8' JLAWl3c OF EASED BY URH SCALE AN NO I L13 PROJECT FINAL SITE PLAN —FIOR- 5TI-1 STREET 9TATION OVERALL PHASE If ED LOCAIl06 OF Sl "EE NORTH OF 1 -64 BETWEEN STN STREET AND AVON STREET EXTENDED SCOTTSVI LLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER E Cl N e e L NC 28 BLACKW ELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Ph... (540) APO 4500 F (540)3490621 www.Bohlertngineefing.com LTN V DANIEL R. HINE. q LID NO 043176 yam. PO 627/15 SIT ART TITLE A. STORM .0.00 1050 11=40 :,.0 12499 12T :TY ERP 14RD PRO 15100 AID 16.00 ALEN . 1Ta0 IiiW 18401 :OF) 1D00 mTw HIS :0. .so 1000 1A 0 Y!t{131N 11LP;S (STM- I- OFSlE) (VA Jl.T(W TO I-49) SCALE i—S NIAL A, &`TD,L (STM I OFSP) {I 50 I01 47) SCAL I S MCCIRTI 6ALACAL {SI'4f f 0I Pj (1 -42 TO I -37) SALLE 1 60 1 ORA)NTAL ARTS A;TM I OFSP) SCALE I {I 37A TO 1 -37) AS HORIZONTAL 5 6TRr .A 9N,.TNOM � \��� ._ -. T. . ME .LH, F,� .L.,AA ,., A „ . EGA ROG FEE AID ED EAA4E - wE SO VAL,a4ib BE .... _ I AU HDGP — e UPS — TO n ,. OIL S 11 AST j R, Sry Ei o A (STAI -a -OF sF) - (1-28 TO AS i To IX RAVOC 410 SLID SEA ACTA SHE 11PI EST I 130 131 PLOP 4 HBb. CAP ROD in OF 2F _ _ CE, -FI m I �. AN Y _::.__ _..,._ 0 A Ad Ad di —17 FLA B WRR In yS a LSTNI I OFSF') - (1 -31 TO 1-23 SCALE 1 SO COCCOTAL 420 HO din 420 59D PC AULT B) HE To TA 410 SAO SEA ACTA al HIS S'ITNI- I -OIASP) - (I-29 TO I -2S) CABLE I V HI Ad CRY Aid A 420 410 .�✓�. 'wilJgrt 410 CRY _._ AL CH AGA Fi C 00 C 50 11 IGO 111 (STM -I OS1'SP)- J-32 TO I -27) I' o CENTRAL lid cx EACH OR GREATER AND SAFETY SLABS CAR 11 SELL BE REQUIRED ON PILL A I LAW 6 1 AJF- I JKLF, A I I RESIDENTS 12 OR GREAT NNBHJ ANOARa. 2 ACTA JOB APPROVAL EST I PLOP -RARE UP ROD OF 2F GET -FI CONSTRUCTION PCRLrrN, V122001 Wz 0 A 11 —17 FLA f; WRR al HIS S'ITNI- I -OIASP) - (I-29 TO I -2S) CABLE I V HI Ad CRY Aid A 420 410 .�✓�. 'wilJgrt 410 CRY _._ AL CH AGA Fi C 00 C 50 11 IGO 111 (STM -I OS1'SP)- J-32 TO I -27) I' o CENTRAL lid cx EACH II NOTES OR GREATER AND SAFETY SLABS CAR 11 SELL BE REQUIRED ON PILL A I LAW 6 1 AJF- I JKLF, A I I RESIDENTS 12 OR GREAT NNBHJ ANOARa. 2 ACTA JOB APPROVAL EST I PATH, I AN IT 5 GUI ANSCHI S IN THE STATE UP NOT APPROVED FOR -FI CONSTRUCTION PCRLrrN, V122001 Wz —17 f; WRR In ....5 a CA w CL To Y i O� R � /� \l Ad l w �1 r_ 5 a - II NOTES CHECKED BY ABU SCALE AS NOTED 420 1 IA — FINAL ,MITE PLAN FOR AT K+l 5TH STREET URI STATION OVERALL 410 120 _.._ PP. DO SHAPE.. -- «° PHASEI1 LOCI"IIOV OF 6TTF NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA @294% 410 „° - - 41C BOHLER ENGINEERING 28 BLACRW ELL PARK VIRGINIA SUITE 86 201 \ \\4 WARN... VIRGINCAR01B6 E)Ad - 00 F AGE) ngi?e - 421 www Bohlertnglneenng.com CA we . — V DANIEL R. HINES In V- q To No. 043176 Q.. 4 812]/15 2 SHEET TITLE IoAc JOIN) iwp 10,00 C 60 ll `VR PROFILES (STNI- I -OFSP) - (1-33 TO I -30) jST_'4I- I- OBSP). -. (I -35 TO I -27) AHEETNBMBER OCA , PEaT�;;, LA_ ��� 111 OR GREATER AND SAFETY SLABS CAR 11 SELL BE REQUIRED ON PILL A I LAW 6 1 AJF- I JKLF, A I I RESIDENTS 12 OR GREAT NNBHJ ANOARa. 2 ACTA JOB APPROVAL EST I PATH, I AN IT 5 GUI ANSCHI S IN THE STATE NOT APPROVED FOR CHECKED BY ABU SCALE AS NOTED 420 1 IA — FINAL ,MITE PLAN FOR AT K+l 5TH STREET URI STATION OVERALL 410 120 _.._ PP. DO SHAPE.. -- «° PHASEI1 LOCI"IIOV OF 6TTF NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA @294% 410 „° - - 41C BOHLER ENGINEERING 28 BLACRW ELL PARK VIRGINIA SUITE 86 201 \ \\4 WARN... VIRGINCAR01B6 E)Ad - 00 F AGE) ngi?e - 421 www Bohlertnglneenng.com CA we . — V DANIEL R. HINES In V- q To No. 043176 Q.. 4 812]/15 2 SHEET TITLE IoAc JOIN) iwp 10,00 C 60 ll `VR PROFILES (STNI- I -OFSP) - (1-33 TO I -30) jST_'4I- I- OBSP). -. (I -35 TO I -27) AHEETNBMBER OCA , PEaT�;;, LA_ ��� 111 OR GREATER AND SAFETY SLABS CAR 11 SELL BE REQUIRED ON PILL A I LAW 6 1 AJF- I JKLF, A I I r 12 OR GREAT NNBHJ ANOARa. 2 ALDENLIOF HAVE NP eHdE4 6EESHETH_ F ofA- PATH, I AN IT 5 GUI ANSCHI S IN THE STATE NOT APPROVED FOR CONSTRUCTION PCRLrrN, V122001 CHECKED BY ABU SCALE AS NOTED 420 1 IA — FINAL ,MITE PLAN FOR AT K+l 5TH STREET URI STATION OVERALL 410 120 _.._ PP. DO SHAPE.. -- «° PHASEI1 LOCI"IIOV OF 6TTF NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA @294% 410 „° - - 41C BOHLER ENGINEERING 28 BLACRW ELL PARK VIRGINIA SUITE 86 201 \ \\4 WARN... VIRGINCAR01B6 E)Ad - 00 F AGE) ngi?e - 421 www Bohlertnglneenng.com CA we . — V DANIEL R. HINES In V- q To No. 043176 Q.. 4 812]/15 2 SHEET TITLE IoAc JOIN) iwp 10,00 C 60 ll `VR PROFILES (STNI- I -OFSP) - (1-33 TO I -30) jST_'4I- I- OBSP). -. (I -35 TO I -27) AHEETNBMBER OCA , PEaT�;;, LA_ ��� 111 E, a -1 [___W ALI AD COLPLING 111` 1, AD AV CAST INTO PLEFFERST COX WALL RULE P V o HAS � COOP Con I Top Ell NT�cANCa6N A� I RE wDENCEN e MiLx.AA 1 `I'- STOLEN A- t3 T �) V APPLE III CURB AND DIFFER OVVA- PAYS AnoN - CARL IN TOP ,.5 , TREE c A.F F, CH PIPE OuHet Pipe RED EVEN �I t FOR ouHma a a+ g DIED ANN a (aces)wherec IS 065 6' Sore -ss DEC 4r6or54 up 10 0.20 4SCURN 35 PVC 4v8 or Ox4 0.20 POPE 4 "SCR -35 FAX Stenda:d 6x6 xmID UPWar M REFORM .. wua rc a r.w.T &S or Al or 4x12AT12R 0.30 to GO39 UP $0R COVER 9 9 E/. 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((¢e[I __J FIVE urCM' nxn n'ee,ia� Aya9aWb F3Mea°.89x sues Recommended CARL IN TOP ,.5 , PLANT AN Of, Comi butrg Drainage Area OuHet Pipe RED EVEN �I t FOR ouHma a a+ g DIED ANN a (aces)wherec IS 065 6' Sore -ss DEC 4r6or54 up 10 0.20 4SCURN 35 PVC 4v8 or Ox4 0.20 POPE 4 "SCR -35 FAX Stenda:d 6x6 0.27 100.29 4 °SDR35 PV6 &S or Al or 4x12AT12R 0.30 to GO39 UP $0R COVER 610or10x6 OARSAGAUX EFE DNl°A& 6,;12m liv0 4.:A fo05$ HSDRmFDIC 7x13 at 11•.......... -.. ] UFI3roQ ?+r 9'.&¢&A5FVC 8' -Y 9 Recomm aed j• =t'n`I g' SOR 35 W: "I AWrraa Box Sizes W LL HAVE oudul PIK Ra sm 33 Y.+s ConV bN M laraingle Area ((¢e[I )acres) where C 0.50 FIVE urCM' p is 093 43DR35R G WE or NOT CODES Ohs 486Rdfi PVC Standard 6MG HIRED aso 4 sDR JJ POC 68 A, 68 a, 612orEDIT 05110.6] FIR SDCRI PVC 610 or 1L6 468isC.83 6 SDR35PVG CAP or 12x6 PLATER to 1.00 6SD-36PVC ]x13 BE 19x7 1.01 in 1.27 0 6O(§Ok Na!C Note, . 1 All st Yfin yW�O 1d¢p (t 2 AWAFda LOrW P"W parpol aae noEe OUT weir ... VmeeDAN to dl I P. DimwA,m DI PI J ) .1. In JMa W DOVAIDINTITHS V nAGATILIM INLET oNgoirl C LINDA, of OCR x 3 fFwR 1O ab _ k rIZn 0.l.... Gl4MluaJEcrie ew OF Fill' SE PINNY, VAN for 5lts Tat}+ o lRLlllert AIWA PAGE OR UNIT 4 T y -dosROAD for I ED% AT eeral III old III for life an Affa creport. amvblttdrieo-n T_6 ------------ AT IS OPEN VIEN FBI RE) TRUE LANE, If CUP , re CARL IN TOP ,.5 , PLANT AN Of, EANNUT COVER ED RED EVEN �I t FOR ouHma a a+ g DIED ANN a g 6 c o 6 6' Sore -ss DEC (nP) 6' -o' 6' -6' A PC a" sga -as PVG to Pl.AN�lfw e' -o" a' -g" a TREE FE Y a` sea -3a avc K zfAB AR Crtsr N^P51 8 -0" 6'-0" A tw M9 pc - g' SbR -95 FVC yr HC sOPFOR LACTO x AS POP 'c 10' -0" 6' -0' 0 c cut ) lnot mown ) t�TO NOT 6" 50R -'x5 AMC I2 x 4 1 12 - @' 4 -0' A A] C. 0 6 6' SDR�38 WC IY 8 8' -Y 9 ¢o 9tilraskm a. 6 g' SOR 35 W: __ 0 tl W LL HAVE DDERCRAIN PLANE Paw / I: Ha PRONDED ED ADAO I � FITTS MEDIA Qxrooll r,wsi 1' SECTION. A F OF"I y C12ALCN FROV FLYING (��� I�/�/� E: m -0] -06 x�2 Ni1J.1/VS I.,1 U/.41�1 w w1 PRECAST FILTEIIRAD UNIT STANDARD CONFlOURAnON , -- L 1 ----- `v r V� 1- RUNS L .sv L IT, I ITI rc TRIPLE I All RR' TREE ARETE", DIRECT IDLER- OF F ENT R v F LIT RALPH lN,R E - 1e�� a ATG �, [[CEO on ) FLY �,� i A l Al HE b f. IONSE RIENI " C A% o ,n TURNED NEAR g UNIT TO BE SET FLUME SHIP LEVEL MAX IRA' L a l l OR n r ID ) OPENING - -E n F) JOE ZED Al IT>T MP t � - l 5 A PAY 'AID P= w i 1 F U ;• tv NAND ALCOVE Ci iNTECH FILTERRA xu INTERNAL BYPASS CURB { a NJITH JUNCTION CHAMBER 6 re NLE O ]e ON ml �...- ya 0 o- w,r 4 PIPE a a+ g (E)Us a mPIPE No _TF OF"I y C12ALCN FROV FLYING (��� I�/�/� E: m -0] -06 x�2 Ni1J.1/VS I.,1 U/.41�1 w w1 PRECAST FILTEIIRAD UNIT STANDARD CONFlOURAnON , -- L 1 ----- `v r V� 1- RUNS L .sv L IT, I ITI rc TRIPLE I All RR' TREE ARETE", DIRECT IDLER- OF F ENT R v F LIT RALPH lN,R E - 1e�� a ATG �, [[CEO on ) FLY �,� i A l Al HE b f. IONSE RIENI " C A% o ,n TURNED NEAR g UNIT TO BE SET FLUME SHIP LEVEL MAX IRA' L a l l OR n r ID ) OPENING - -E n F) JOE ZED Al IT>T MP t � - l 5 A PAY 'AID P= w i 1 F U ;• tv NAND ALCOVE Ci iNTECH FILTERRA xu INTERNAL BYPASS CURB { a NJITH JUNCTION CHAMBER 6 re NLE O OUTLEF T L W N w,r 4 PIPE a a+ g INCOMING PIPE g 6 c o 6 6' Sore -ss DEC LOPASPLITHER 6' -o' 6' -6' A PC a" sga -as PVG to Pl.AN�lfw e' -o" a' -g" a TREE FE Y a` sea -3a avc K zfAB AR Crtsr N^P51 8 -0" 6'-0" A tw M9 pc - g' SbR -95 FVC yr HC sOPFOR LACTO x AS POP 'c 10' -0" 6' -0' 0 c cut ) lnot mown ) t�TO NOT 6" 50R -'x5 AMC I2 x 4 1 12 - @' 4 -0' A A] C. 0 6 6' SDR�38 WC IY 8 8' -Y 9 ¢o 9tilraskm a. 6 g' SOR 35 W: __ 0 tl 1x'A" x -a• e e, a. c, o R Ra sm 33 Y.+s Ml WM at G1MEgi M6 PIPE annD NNce o N , +ttN... !m ro1nx.cmR) ON ui DOWNS PN m SY CON E H+ O A -A SECURED IF 2 FiAaw. "Px WAS W uwo INRUI ^y. ^� SAND rnatip ,vrt Nn TK ap xd r.won BAY WARY me cw'nn V 1111 l!�^'ll /� }�y a CNTEC1' PRECAST FILTERRA ®UNIT V w 6EY seWnoRSl.EC INTERNAL BYPASS - PIPE !` STANDARD VIA 9 - ���II11 111 "EE( TI H(RHll I FILTER EVE Na INFLOW PIPE I- LI I ED NOTES: = U ewwEE PIPE W /GLEPN s FALL ?IRE - F '➢'YPICAL BL1NT3'FIL "fER ➢ETAII, FILTERRA 5➢JM[?VIARY Tfhi3LE -D.A. C Dimensions Inlet TYPe Invert Structure (Ac.) Value IS) Opening Out (N.) A42 056 0.85 12x6 8 FTIB -C 41530 A4] 023 085 8x4 4 FTIBC 41730 D9 074 085 13x7 8 FTIBC 41474 D -10A 0 42 085 loan 8 Stendk" 412,60 D108 U 7 085 13x] 12 Stae1 41280 D 11A 0 58 085 13 x ] 12 Stn "`°,1Fri(�'' 41510 D 13A 074 085 13x7 12 Standard FT 41605 014 030 _ 085 8x6 d FTIBC 41725 015 048 085 12x6 6 _ FTIBC 41532 D 18`N kAI 055 089 r 12x8 6 FTIBC 41505 Di3 �( 016 085" 6x4 4 FTIBC 41566 074 085 13x] 8 FTIBC 417 17 D -22 055 085 12x8 8 FTIB -C 415.71 D 23A 040 085 10x6 8 Standard FT 41935 p -24A 041 0.85 10x6 fi Standard FT 41485 re NLE O OUTLEF DF�tGNklVQ1J L L W N LO..ATIONS P PIPE a a+ g INCOMING PIPE g 6 c o 6 6' Sore -ss DEC LOPASPLITHER 6' -o' 6' -6' A A, B. C. o a a" sga -as PVG (SEE TAKE wx e' -o" a' -g" a a e. U. E a a` sea -3a avc v fi 8 8 -0" 6'-0" A A. B. C. 0 g g' SbR -95 FVC +0 v 6 1 10' -0" 6' -0' 0 0.S C 0 6 6" 50R -'x5 AMC I2 x 4 1 12 - @' 4 -0' A A] C. 0 6 6' SDR�38 WC IY 8 8' -Y 9 9 8 0 g g' SOR 35 W: 13 x ] 1 1x'A" x -a• e e, a. c, o R Ra sm 33 Y.+s - F '➢'YPICAL BL1NT3'FIL "fER ➢ETAII, FILTERRA 5➢JM[?VIARY Tfhi3LE -D.A. C Dimensions Inlet TYPe Invert Structure (Ac.) Value IS) Opening Out (N.) A42 056 0.85 12x6 8 FTIB -C 41530 A4] 023 085 8x4 4 FTIBC 41730 D9 074 085 13x7 8 FTIBC 41474 D -10A 0 42 085 loan 8 Stendk" 412,60 D108 U 7 085 13x] 12 Stae1 41280 D 11A 0 58 085 13 x ] 12 Stn "`°,1Fri(�'' 41510 D 13A 074 085 13x7 12 Standard FT 41605 014 030 _ 085 8x6 d FTIBC 41725 015 048 085 12x6 6 _ FTIBC 41532 D 18`N kAI 055 089 r 12x8 6 FTIBC 41505 Di3 �( 016 085" 6x4 4 FTIBC 41566 074 085 13x] 8 FTIBC 417 17 D -22 055 085 12x8 8 FTIB -C 415.71 D 23A 040 085 10x6 8 Standard FT 41935 p -24A 041 0.85 10x6 fi Standard FT 41485 re INCOMING PIPE TO Do ID� p IEEE ELEV FLOCASY FREE OUTDOING GIVEN INCOMING PIPE TO DISTRIBUTES TO IT UPVNPL I I ILL? LOPASPLITHER WEIR SEE FA81 L OUTV (SEE TAKE wx TO I IF HIT (CONTINUATION) (SEE PROFILE FOR RUSASS PIPE CONTNUnnoN) FLOWSIALITTERMANHOLE SECTION NOT TO SCALE NOI SCALE Area (AC.) Filter 6 re INCOMING PIPE TO Do ID� p IEEE ELEV FLOCASY FREE OUTDOING GIVEN INCOMING PIPE TO DISTRIBUTES TO IT UPVNPL I I ILL? LOPASPLITHER WEIR SEE FA81 L OUTV (SEE TAKE wx TO I IF HIT (CONTINUATION) (SEE PROFILE FOR RUSASS PIPE CONTNUnnoN) FLOWSIALITTERMANHOLE SECTION NOT TO SCALE Area (AC.) Filter 6 INCOMING PIPE TO Do ID� p �FAMI R FLOCASY FREE 092 nANN STEIL, LOPASPLITHER WEIR SEE FA81 L OUTV OR TOP ELEV) TO I IF HIT I TABLE RUSASS PIPE Cory ATFOR (SEE PROFILE 104 CONTINUATION) ELOWSPLITTER NI9'VHOLE DETAIL, NOI SCALE Area (AC.) Filter 6 25_ Fiters] q, p 1,00 Filter 092 FIti9 STEIL, Filter 10 1 24 Filter 11 Filter 12 1 O8 Filter 13 104 p94R 041 085 10x6 6 Standard FT F.:?z1TH5 lool Box w V Z Pq 1. PH EN, I BE BE A IF IF IT III AD N � 1EI:l iti IOFB 1 EGGS PER COUNTY BRIT COMMENTS 113 074 1185 13x] 12 HroL quo s9 _ 114 - 012 ohs , -, 6x4 4 F>'iec 4oa oo NOT APPROVED FOR LSA ozz cp axa a FnBC -41025 CONSTRUCTION AIj16A 015 A'X'S 8x4 8 Standard FT 40940 116B 0 15 085 B x h _ 8 Standard FT 409.40 I -20 046 085 10x8 8 FTIB -C 41150 ev. cnE rceo Oren 122 074 _ 085 13x] 12_ FTIBC DECAYS EnrE. azzav6 124 _ 047 085 12x8 B_ PTIBC 41100 .f sire A6 rvETEo 129 039 085 Will 8 FTIBC 41 Y2 � PammT: 131 074 085 _13x] 72 FTIBC ,�i 5270 I -34 0 ?5 085 6x6 4 FTIB -C 41525_ I^INAL SITE I -41 038 0 85 10x6 6 RUBRIC F42 072 085 13x] 12 FTIB -C 40920 PLAN 149 -- 039 ----085 085 10x6 r 8F %�' FTIB -C 410160 - -- FOR _ ni —LAW .01,8 _ :� 8`s %4 4 FTIBC 411 00 S�.� S.J.��,�,.➢. 151 021 065 6x6 4 FTIBC 40750 Total 16.49 - -._ -. _ -- STATION OVERALL - IT'➢1IASE I➢ Stih7D FILTER ll'IYE DESIGN _ woYrJOAO2TsnHe Sand St utlure Ivert Ppe Vault Wen Elev NORTH OF BETWEEN Filler Upper Lower Upper Lower Oia Length Slope Bottom at Upper 5TH STREET AND AVON STREET EXTENDED Is Structure SCOTTSVILLE MAGISTERIAL I 32 SE 40920 409 00 is 660 3334 go42o an lg ALBEMARLE COUNTY, VA SF6 BFb 130 A0420 904.10 X068 %� 1 -3]A 9F„ - SEE 00 66575 15 1675 233°6 BOHLER sF -] 404 20 4 1 1 d 8F -„ 13H 40600 69990 ..y 1" 650 t5a% ..n.. W _v E N G I N888ING .i -,a SF 410 12 410 00 15 406 Soo °i° SFB - - 60600 41350 2681ACKWELL PARK LANE SUITE 201 SEA t � ,ty.�I06 O0 405(.5 16 ]a b5 100% WARRENTGN, VIRGINIA 20108 DagA sFS 4,40E 41390 15 aso aso% GUY) 349 HONG SF =n 60930 41680 -c 15601969 C32t SF:Y D20 r'1' 40930 40919 15 9 72 1,3% w BOhlerEngme2 /ing TOm D 30 SF -10 41600 41599 15 ego 296% SF 10 - - - 40015 41665 cps C28 40930 409.00 15 1732 179% LTM Ojp G -324 OF 11 41026 41 8,15 16 490 201% ' SF 11 - 41140 41090 SF11 G -3, 4,140 41125 ,'v 746 201 °4 -- - - DANIEL R. HINES IA3 3F -12 40]65 40]55 15 ].50 1J3% U SF 12 - -- 40080 40830 Gc. No 0431]6 SF 12 138 40060 40070 15 650 154% A� 126 SF 13 40 380 40970 15 600 „6% OF 13 -- -- 40090 40640 8/27/15 2� SF -13 125 -- 466 -9-6 669.]5.. s n fib TZSVORAW -- -- 8S /ONµEt�. SAND I'IL,gI;R S➢;'MN➢ARk" " ➢'A➢iI.F, pervous Pre Sand Filter Clearwell Diameter Total Total - SHEET Trae Are . a Tre lmenl FOR Pipe Length Width Inv. In Inv. Out - STRUCTURE (AC) fel (N.1 (NI IN) (RI In) 125 12 48 3 8 63 x 8 40900 40420 I�F'"lAIL�AIe71[� 11)0 10 38 3 B _ 51 x 6 408]5_ 40000 092 10 35 3 8 48 x 6 _T1_ 000 40600 COMPUTATIONS 1-04 10 40 3 B 53 8 41390 409 30,.,E 124 _ 12 48 3 B 63 x 8 41590 40930 + El NUMBER ' 1,14 _ 11 44 3 _ 8 58 8 41815 411,40 ��¶ `1� //'b 1 O8 10 42 3 8 55 8 407 55 400 80 ,�VIpp1 1 f� ALg 1 04 10 40 3 8 53 - - 8 40] 55 400 80 q� lool Box w V Z Pq 1. PH EN, I BE BE A IF IF IT III AD N � 1EI:l iti IOFB 1 EGGS PER COUNTY BRIT COMMENTS 113 074 1185 13x] 12 HroL quo s9 _ 114 - 012 ohs , -, 6x4 4 F>'iec 4oa oo NOT APPROVED FOR LSA ozz cp axa a FnBC -41025 CONSTRUCTION AIj16A 015 A'X'S 8x4 8 Standard FT 40940 116B 0 15 085 B x h _ 8 Standard FT 409.40 I -20 046 085 10x8 8 FTIB -C 41150 ev. cnE rceo Oren 122 074 _ 085 13x] 12_ FTIBC DECAYS EnrE. azzav6 124 _ 047 085 12x8 B_ PTIBC 41100 .f sire A6 rvETEo 129 039 085 Will 8 FTIBC 41 Y2 � PammT: 131 074 085 _13x] 72 FTIBC ,�i 5270 I -34 0 ?5 085 6x6 4 FTIB -C 41525_ I^INAL SITE I -41 038 0 85 10x6 6 RUBRIC F42 072 085 13x] 12 FTIB -C 40920 PLAN 149 -- 039 ----085 085 10x6 r 8F %�' FTIB -C 410160 - -- FOR _ ni —LAW .01,8 _ :� 8`s %4 4 FTIBC 411 00 S�.� S.J.��,�,.➢. 151 021 065 6x6 4 FTIBC 40750 Total 16.49 - -._ -. _ -- STATION OVERALL - IT'➢1IASE I➢ Stih7D FILTER ll'IYE DESIGN _ woYrJOAO2TsnHe Sand St utlure Ivert Ppe Vault Wen Elev NORTH OF BETWEEN Filler Upper Lower Upper Lower Oia Length Slope Bottom at Upper 5TH STREET AND AVON STREET EXTENDED Is Structure SCOTTSVILLE MAGISTERIAL I 32 SE 40920 409 00 is 660 3334 go42o an lg ALBEMARLE COUNTY, VA SF6 BFb 130 A0420 904.10 X068 %� 1 -3]A 9F„ - SEE 00 66575 15 1675 233°6 BOHLER sF -] 404 20 4 1 1 d 8F -„ 13H 40600 69990 ..y 1" 650 t5a% ..n.. W _v E N G I N888ING .i -,a SF 410 12 410 00 15 406 Soo °i° SFB - - 60600 41350 2681ACKWELL PARK LANE SUITE 201 SEA t � ,ty.�I06 O0 405(.5 16 ]a b5 100% WARRENTGN, VIRGINIA 20108 DagA sFS 4,40E 41390 15 aso aso% GUY) 349 HONG SF =n 60930 41680 -c 15601969 C32t SF:Y D20 r'1' 40930 40919 15 9 72 1,3% w BOhlerEngme2 /ing TOm D 30 SF -10 41600 41599 15 ego 296% SF 10 - - - 40015 41665 cps C28 40930 409.00 15 1732 179% LTM Ojp G -324 OF 11 41026 41 8,15 16 490 201% ' SF 11 - 41140 41090 SF11 G -3, 4,140 41125 ,'v 746 201 °4 -- - - DANIEL R. HINES IA3 3F -12 40]65 40]55 15 ].50 1J3% U SF 12 - -- 40080 40830 Gc. No 0431]6 SF 12 138 40060 40070 15 650 154% A� 126 SF 13 40 380 40970 15 600 „6% OF 13 -- -- 40090 40640 8/27/15 2� SF -13 125 -- 466 -9-6 669.]5.. s n fib TZSVORAW -- -- 8S /ONµEt�. SAND I'IL,gI;R S➢;'MN➢ARk" " ➢'A➢iI.F, pervous Pre Sand Filter Clearwell Diameter Total Total - SHEET Trae Are . a Tre lmenl FOR Pipe Length Width Inv. In Inv. Out - STRUCTURE (AC) fel (N.1 (NI IN) (RI In) 125 12 48 3 8 63 x 8 40900 40420 I�F'"lAIL�AIe71[� 11)0 10 38 3 B _ 51 x 6 408]5_ 40000 092 10 35 3 8 48 x 6 _T1_ 000 40600 COMPUTATIONS 1-04 10 40 3 B 53 8 41390 409 30,.,E 124 _ 12 48 3 B 63 x 8 41590 40930 + El NUMBER ' 1,14 _ 11 44 3 _ 8 58 8 41815 411,40 ��¶ `1� //'b 1 O8 10 42 3 8 55 8 407 55 400 80 ,�VIpp1 1 f� ALg 1 04 10 40 3 8 53 - - 8 40] 55 400 80 q� 55 400 80 ,�VIpp1 1 f� ALg 1 04 10 40 3 8 53 - - 8 40] 55 400 80 q� DRAINAGE RUN-OFF INLET RAIN RUNOFF SEWER COMPUTATIONS z �a _ STORM �V NVERT SLOPE MANNING'S FLOW r+ - =g STRUCTURE CA -- - LENGTH DIAMETER CAPACITY VELOCITY REMARKS 3 �0 AREA COED. TIME FALL 'AD _ _. EIF AnONS "n -VALUE -__ _ TIME _ /�.1 % (ACRES) W ma.1°I, =S From To A C increment Accumulatetl Mn /H C.F.S. Upper Entl Lo rEntl Feet FmAlFeet Inches C.E.S. F.P.S. Seconds W4 -.w a _023 D13 052 005 044 044 500 -6]0 286 41940 41800 14347 00098 0013 16 6R] 501 2866 013 D42 O]4 005 063 129 543 - -659 851 415]5 41460 1005] 00106 ...__0013 18 1090 6]5 16 D9 _ - 012 i "0'00 000 _000 168 575 -. 662 100]_ 414 -10 _4'230 10564 001]0 _ -.0013 24 2954_ 8691216 - W 0� _ AD - Cd.1tl =' m 030_ 080 _ 030 3A 596 84] 2430 _ 41210 409 ➢0 18690 00123 Dols- 24 2511 910_ 2055 g WMI MD -10 000 _ 030 -PLAN .. 376 629 639 2400 40960 409 U5 4600 00120 0013 2a 2475 BW 54 z II 010 D -01 0 R 085 060 436 629 NJ9 2]85 40895 40810 12063 00070 0013 30 344] ]81 1544 _ A01 AOUR 020 065 013 449 655 633 2041 40800 40562 21420 00111 0013 36 7043 941 2276 I„I 33 A 01 VaI1C 000 065 000 449 693 _624 2000 40660 40555 ]00' 01500 0024 36 1401] 1539 5 _045 s 5 - b 014 0-13 9d-Y;02 i 085 022 0e2 500 6]0 148 417,20 41600 Nod 00144 0013 15 ]]4 "'r71 Y 1 _ e� ... m 9 022 0.12 046 085 039 039 500 _670 262 41650 01560 1458 00606 0013 15 1690 987 140 _ z+ z 6 BE 036 D-35 055 085 _047 047 500 670 313 " 41745 41600 6] 16 00216 0,013 15 948 679 1989 _ W 1 a 035 0.11 000 000 000 0]0 516 666 484 41580 -41400 �� §§ 00213OtOfl "" 12 9r4 .125 _ G 9 f-a _ C'} a P,. 021 _D35 027 085 023 023 500 670 154 41720 41600 � 00615 1010013 15 052 506 D19 D -W 055 085 047 047 500 670 313 41550 41500 20]5 00241 6 D13 15 1002 ]13 289 2 Ns _ 0 1 D -11 000 000 000 1 0 505 669 ]16 41360 41235 3822 00196 0013 15 904 469 814 _ E 6] „y AD 010 _0.1] 0.16 085 ___014 060 00< �65D 392 l 41390 ,, £503 0006]' 0013 15 526. 813 105 _ -... F u � n..... AT _ vi _ _ .. `c D15 D -34 047 085 040 040 500 670 268 41530 41400 3610 00360 0013 15 1224 774 a6fi ` D3 034 007 _ 0]5 005 006 500 670 033 41175 411 45 588.0_ 00051 0013 _ 15 461 2P '1702 _ 032 _ 031 114 T M 0 103 1_03 600 „, t SAO 6.87 _ _4P.25 EYE 50 52]4 00142 0013 15 ]69 _ 706 747 ,. REV DATE PARRETT BY 031 -- P30 000 085 000 103 SV 2Cx °? 66] 684 40905 40635 - -- -13363 00052 0013 24 1638 492 914 v.'. 030 D -29 00_0__ 00_5____ -- -000 262 558 638 16]4 40815 40750 10610 00061 0013 24 1771 640 1657 _. _ _ _ -_ P2B D -23 _.000 _ 005 000 291 585 633 1843 40730 40630 13551 OOo]a 0013 24 1044 ]03 _1929 _ D -28 D -z] 000 005 000 3.P 6.17 526 16 G> 40610 40590 34.08 00059 0013 24 1]34 fi20 543 2 8127116 pR 0.26 000„'- 085 `4 00 #§16 Oi Pb 625 2664 40570 _40470 506`9 00170 _0013 24 DO Tom" 652 !4",_ 026 0-25 �3. IGO 0,05 8 Qq6 426 636 623 2656 40450 _40900 9306 00161 0013 11 28]3 .H€ &�2 .. _ OL5 Va l£C qn 0 tb� 0'65 a `;A, DO _ 449 051 020 2P6_ 40250 40230 2583 000]7 , 0014 0.30A DD30 116 090 104 104 500 _ 870 699 417.55 41710 3021 00149 0013 15 183 2.7 418 • 304 D -30 000 085 000 104 507 536 560 41690 41550 1734 00807 0013 15 1033 12]8 136 -. 030P,861 °:G „ "66 085 _055 06_5 500 6]0 3]0 41630 ,41500 2237" HWm$ ,.,,0013 1_ 1830 ii OF 193 ry , D -29A - -0 -29 034 - -- EPA - - -- 029 - - -- 029 500 - -537 -155 _4153_5_ 414.00 2AR4 00490 0013 -__15 1429 - -.75] 364 _ D 28 D -28 030 _ 085 026 026 500 6]0 171 41435 41300 2318 00582 0013 15 15 57 826 281 _ yam.. � m _ 027A 022] - - - -_ 122 090 110 1.10 500 6]0 736.. 41]00 41600 900: "01111 0013 2L51 1501 057 500 �w _ 0 -33 � D -26 025 085 021 021 500 537 114 41385 41000 fi500_ 00592 _ 0013 15 15]0 739 ._._880 -- 096 D -05 616 _ 990 _018 616 560 670 121 41075 41026 5562 G6965 9013 15 59fi 377 1555 ° 006 DA4 096 _ 0/0 _OW 155 526 ➢ % fiNCA, ON gt001 OYA0800 14510 00138 0013 1➢ 1233 739 1963 _ 004 Vau11C 068 060 041 203 559 A 4.+ 1 £079` 90780 40555 3582 00626 0024 13 1423 _ 881 408 AS o, D24 D05 082 085 __070 0]0 500 537 3]4 413,00, 41150 21]8 00069 .0013 15 ifi93 10]1 203 _ 0 -07 0 -04 008 090 00 00] 500 - 670 048 41150 41100 _ 52.00 00096 0613 1.5 633 298 it 47 _. .. 5 tL1.u-i' - W9 IUB 02F 045 _012 0.122 SOpii&21".$6d0 0]H_ 40650 RLDET 1365 00166 _ -0013 15 800 T-414 3I5V _ _ -08 L0] 029 090 026 036 505 6.69 253 among X0660 5950 OOOBa 0013 15 DOLE 455 -130] - N +I m+ no '!:=sr- ri oc ro>.,s 107 160 023 060 014 052 52] 654 342 " 40525 ' 40460 11092 00059 0013 13 804 430 2502 166 rob u00 080 Ono 064 5]0 653 420 - 40440 _ -40380 11050 00064 0013 18 774 445 2483 NOTAPPROVED FOR 106 IL5 063 080, a' 69 2iT`- 011 643 1524 46235 39980 26607 00096 0013 24 9 755 3634 Dos 103 000 OP6�n'�` -a+D a@ 6>0 629 lsae _- 49960 398 .90 w283 Goose -_6014 zn set 1666 _. _ CONSTRUCTION IA3 101 BROWN_, Q� °N - CO"" 256 696 623 1502 39800 39810 9365 00075 0013 24 . >" 693 1352 - 101 V_au118 6.00 0.05 0.00 318 719 618 1967 39800 3910 2203 00469 0024 30 4496 883 .250 PROJECT No. vinool 13 -12 074_ 005 063 063 560 670 421 _ 40560 40300 169612 00106 " 0013 15 665 567 2993 _ CHICKEN xv. ry 12 _OA, l?Y2 "'=I`" 000 085 -000 063 550 _ 658 414 40360 40150 13439 X00166 0 L. tS> n 807 65]_ 2645_ RATE 0 /2o.0 IRV ;1-02, "_Poi DART 085 000 ___ 0169 _ 504 550 409 40130 40075 42 ORE 00131 SWffi' "96 738 _511 688 _- - 62µE rv.w '. .1. _n __ - r-sE AI __.._ RAPID Ou _ 114 I_ -03 013 085 Oil Oil 500 670 074 40800 _40700 3065 00326 --- 0013 15 1165 _ 511 600 _ PROJECT 164 IA5 009 _ 086 _008 008 500 670 051 - 40900 .40850 1055 00'Pm 0013 15 1069 4'18 .434 _ _ _ 01FINAL SITE 'go N 000. 085 _000 083 500 670 ' 556 40080 40030 _. _ _ r4010.4 "P1125 0013 �15 720 642 625 "xA "F9 _ 1 -17 000 085 _ Ooo 003 510 68] 654 40910 4 0 n2i2,4 00432 '_0013 _ 16 1341 1032 _ 4]1 _ - '.wS"Aj, "I PLAN -17 1 -16 0 00 _ 0 85 0 00 063 5.18 6,66 552 40440 40416 Fl] OB 0 0052 0.013 18 7 50 4 65 1032 116 1 -06 046 085 039 122 535 661 ➢08 40395 40380 1900_ 000]9 0013 18 933 591 321 _. _ __.. _ _ _. TOO I20 -60 015 085 014 013 500 6]0 OCO _i$' 4i. 1200_ 01583 _ 0013 15 256]_- 941 _12] ARGAREAM .. 5 ..: ._:,N _ STATION STREET -645- 08A 038- 0 38 1as F48 5hoO oD6 - -- bas 000 os9 5➢6 _. 6601 64]x 40480 404ID izs tfi 00054_ 0013 19 7]3 36 744 - -- 490 26 d) JT�iQVEPALL 141 95 00310 0013 15 11 __ 14➢ 1a] 027 085 023 UBa 532 662 557 40700 40`00 17906 00112 0013 is 682 610 2697 ©iN' 1140 1 -39 000 _ 085 - - -_ 000 1]3 62n 640 850 - 00390 40240 159 as 00094 0013 2a 2195 645 2470 _ - - - -__ IOIlaA1r03I', Il 139 138 000 086 1000 224 a6tC5'?S': 0 1410 _ 40200 -400]0 6100 00213 0013 24 3304 _ N t 136 VaWiB 000 065 000 494 6]5 628 1404_ 40660 ARE 15 8201. OD054 0013 24 1668 _ 8 £2'y393 r TOO( ATTON OF SITE 138 -3] 000 005 000 22 „_ _. 6 699 _ 822 3089_ 40006 39890 2100 00189 0013 24 31,01 1,1}04,x'"4„ i5gtiy~� _ _. _- NORTH GE EFTA BETAEEN D 000 0186 000 4 0 108 6.20 3039 39690 -]SL40 2436 0061E .0024 24 9042 1104 221 _ 1374 13] 11e 0 9 - -106 2.13 sob - -6]6 142e- 406 00 - -aos oo 10 60 90952 -. 4013 -15 1991 n59 066 _- AVON STREET EXTENDED 142 137 .. Od'1 AMO 85 A 61'°^V 0A Boo -670 410 40320 - -40300 2]65 00433 -_0013 1$ ,.i3A3 936 ,296 SCOTTSV LLE MAGISTERIAL -,. *' - K i �" - - _ - _ ALBEMARLE COUNTY , VA 144 143 10] 005 _ -091 091 500 6]0 009 40960 4104]5 2115 00402___ - -0013 1`v 1293 1036 204 - 143 1 -39 000 -- 035 - -- Goo 091 5.03 669 609 400.25 407.30 1050 00905 - 0013 15 1941 1391 076 dA,Iee`bH - - -. �^' 'D 25_ 065 -D2, Q2, SD6 5]6 ,42= 4,D aD = =4,n DD 1n a5. .60766 _ 0013x2" kt]86_ 440 124 BOH LER "+ ° S ' - eNeLN ea ER e 1:80 Nr- 9.1e TERRA 0u oi5 Boo - s]o 1.06 - 4n 00 410 s0 „tO.g 00600 .14911 _ _ -14.43 679 i4 _ _ - 151 LAX 0.27 085 023 623 500 670 154 _407 50 4920 51 BE 00059 Om13 15 4.94._ 354 1449 28 BLACKWELL PARK LANE SUITE 201 - WARRENTON, VIRGINIA 20186 -9- 123 04] 085 _040 040 Soo _670 268 41050 410 0043985 03 15 1342 849 _136 o 1540)346450) 123 Vai10 0.00 0.85 000 040 502 BB9 26/ 40250 1 C 0149 A" "0024 15 13.11 828 129 ,3. Fc (540)8490321 - ' -- - Does. BohlerEn .. _LA II - , -£;.. 9meering cam 1-22 1 -21 0]4 _ 085 -- -063 -- 063 500 670 421 40750 - 40700 2438 00205 0013 15 924 726 336 121 V3011B oD0 085 _.000 063 506 fiF9 421 46256 40100 1066 01407 0024 15 1311 939 .113 LTH 128 1-2] 025 _ 085 021 021 500 _ 670 142: 41525 `.412 12860 OOID2 _ 0013 15 910 536 239 127 F26 000 o65 000 009 530 661 6'o Z/ 1 4N T 5345 00084 0013 15 592 550 972 =- e 12fi -25 000 085 000 009 555 65] N9' 0 ,v.gr 95 5555 00180 0013 15 886 ]57 734 i I -25 COLOR 000 - 085 000 292 567 654 1906 - 40100 40010 10733 00084 0024 24 1123 3.57 3004 O pANIEL R. HIRES 139 10 110 090 106 106 500 670 ] 12 40500 40375 5545 00225 _ 0013 15 969 356 648 LI6. NO. 0431]8 130 G25 000 083 000 $ `x469,S " 591 - 66] 1129 -40350: A0102 12000 00208 0013 16 1515 930 1279 o '" G 8/2]/15 11 ' 129 -26 039 0 A 033s.A. 'nCa 500 " 670 222 41000 40950 1604 00312 0013 13 1109_ "I 693 ,231 1 ... 131 130 130 0]4 005 -063 063 Soo 6]0 421 41050 - -41000 1604 00312 0013 15 1139. -858 18] - -. 635 1 -2] 054 005 046 046 "' 500 670 300 41500 M11400 3402_ 00294 00 516® 15 1106 a X40 �° - - -' SHEET TITLE 132 -2] 026._ 04; 0 ➢6 - 022 022 _ - � "� -_ - 600 - - -- 6]0 108 41500. _._412]5 12585 001]9 - -- COL. i'1 2.11 fl53 _ 5 nw "23196': STORM COMPUTATIONS 9�� n,�Matn \� 124 I -MAIL tu?vlsloNs ,�/ W z 3 sff Pq •F... 53 — W a i E6 3i R REVISIONS REV DATE corTAMENT BY NIA 2 827 16 NOT APPROVED FOR CONSTRUCTION FINAL, SITE PLAN Locxnom Oesae NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER R N GI NE ER I N WARRENTGN, VIRGINIA2 Ph... (54D) 319 Far TOO) 3494321 DANIEL R. HINES Dc ND 043176 8/27/15 STORM k%,4a 12C DATE )APuli. SCALE NIA FINAL, SITE PLAN Locxnom Oesae NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER R N GI NE ER I N WARRENTGN, VIRGINIA2 Ph... (54D) 319 Far TOO) 3494321 DANIEL R. HINES Dc ND 043176 8/27/15 STORM k%,4a 12C FA, MINI Ox BLDG. 1400 EST � l I �/ / / G� / 6066 Sr 1 T !L FFE 40630 / 2 IT f T GPH - GPH >- L , OED D_ QPH fl, DPH Hh C H1LINE SHE E7C 13 I ,. / IT 1 AREA UT Y MAJOR TENANT SPRINKLERED BLDG 1500 17,660 BE FFE 41533 Y TA r i 7 ice, Tr ' c- MAJOR TENANT r SPRINKLERED BLDG 1600 25,000 SF FFE=4146T \w - \ \� A, ` I ITT MINI BLDG. 1700 3,000 BE FFE =41400 m i - REV / ) I AMID PER COUNTY COMMENTS IJRH e li .v R F9f� V � ' LF E, ITT F EST \ \,5T \ \ C BTOO 1000 Al 4d086F y CEI A `>, LEGEAOD: TREE CONSERVATION TREE CONSERVATION LANDFILL AREA DEVELOPMENTAREA (5 57 AC) IF 31 AC) �S/]�Ep3]E1Ek.T 13 EN 1 /V'F' Ci %P —, •, .TREE VOTES: 1. SEE LINE TABLE ON SHEET 2B FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. STREET TREES ALONG BENT CREEK PARKWAY ARE PROPOSED WITH A SEPARATE ROAD IMPROVEMENT PLAN. 3 THE CONTRACTOR SHALL REFER TO THE TREE CONSERVATION PLAN CHECKLIST FOR CONSTRUCTION ACTIVITY NEAR THE TREE CONSERVATION AREAS. THAT CHECKLIST IS SHOWN ON SHEET 14A 4. THE LANDSCAPE SCHEDULE AND COMPLIANCE TABLE ARE SHOWN ON SHEET I4A 5. 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' 6 NO TREES SHALL BE PLANTED WITHIN ANY WATER OR SEWER EASEMENT ]. VISIBILITY OF ALL MECHANICAL EOU I PM ENT FROM THE ENTRANCE CORRIDOR (INTERSTATE 64) SHALL BE ELIMINATED. -DO ;v �l�/% °'•= SHEET KEY I AS w EA 'DwK ..:: DO Y A I - I _°Y z "ClAf RE �Z _ 5 A. fr IfISIOAS REV DATE COMMENT BY I AMID PER COUNTY COMMENTS IJRH NOT APPROVED FOR CONSTRUCTION PROJECT No V122001 YAWN By JTCBC CHECKED BY DRN DATE 02,20,15 FIAXAL SITE PLAN LOA 5111 STREET 3TATION OV ERAEi PHASE, H LOCATION Of RITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY. VA BOHLER E N Cl NE E e T N F (540)3490321 ww.BohlerEngineenng.com O DANIEL JNE DIV ND12of LANDSCAPE PLAN FTEET V`\ S,RE131C 10.5 II� MAJOR KLEREQG ffffff BPRINKLERE4 'y $ BLDG 800 5 r 18,029 SF �rY b � ^) PFE 41060 _3B0{ AT" It OP 4 Dc �Tu dp5j� Sgl r ip MAJOR TENANTS f$A SPRINKLERED BLDG. 700 YI 1 A I I 22 OW BF �' I FFE 41950 H $� v a SHOPS SPRINKLERED BLDG 2200 11,0005E EFE =4m 50 I + se \lP � — BERSE 5 J IT .:.' ME IS ERIC 41 BEN — mf�h cAT Q ARSE i7 €V -AL 1 in �[ATC H[]C,I ]E n SHEET ]EI T 13C ,,... c �`. 'LV 'b sT ej i! \ \ FF a x £ AN Rw ii AAA ., J� w q10 k i in °n �z j On- a If IS In IT -- -- W4 1 B a x eslm� TI 'IF Cif \ F, LISA _ I -F9"B" 1 4 LID 32 �,I ,.. REST SPRINKLERED DpH BLDG 1200 A OG -� S B066SIT o EEE A2250 ' �� � E 13'i 'Ti If CA H —S cl V " vtipI HOPS BLDG 1100 FEE 1 \ F 01209E FE 42450 42303 1 v A T 17 Ai T V A �, SJR FICH[I INS _ SH ET 13F ID �. 40 20 10 0 40 LEGEND: TREE CONSERVATION TREE CONSERVATION LANDFILL AREA DEVELOPMENTAREA IS 57 AC) S 31 AC) NOTES: 1. SEE U N E TABLE ON SHEET 2B FOR PROPERTY LI N E BEARINGS AND DISTANCES. 2. STREET TREES ALONG BENT CREEK PARKWAY ARE PROPOSED WITH A SEPARATE ROAD IMPROVEMENT PLAN. 3 THE CONTRACTOR SHALL REFER TO THE TREE CONSERVATION PLAN CHECKLIST FOR CONSTRUCTION ACTIVITY NEAR THE TREE CONSERVATION AREAS. THATCHECKLISTIS SHOWN ON SHEET I4A 4. THE LANDSCAPE SCHEDULE AND COMPLIANCE TABLE ARE SHOWN ON SHEET 14A 5. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT MATURE HEIGHT I THE TOPPING OF TREES IS PROHIBITED SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT E 6 NO TREES SHALL BE PLANTED WITH IN ANY WATER OR SEWER EASEMENT ]. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR Q NTERSTATE 64) SHALL BE ELIMINATED. REE, TOIONS 2 Ali PER COUNTY ETA APPROVAL CRT HI AN THE AN I IT E THROA SE AnNoHi IN If IT Ci NOT APPROVED FOR CONSTRUCTION PROJECT NO V122001 EPSON BY A FARE CHEOLD BY PAT DATE ESPRIT E SCALE 1-40 (EAD I C I l] PROJECT FINAL SITE PLAN FOR 51 STREET UATION OVERALL PHASE IP LOCATION OFLLETO NORTH OFI -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER ENGI NEE ER 8 BLACKW ELL PARK LANE SUITE 201 WARRENTON. VIRGINIA 20188 PI (540)3494500 CAR f 4013V9 0421 DANIEL R. HINES Gc No 043176 A 8/27/15 _ LANDSCAPE PLAN ER 13D IF . u� = f� +� lJ 1 L TCB A 1� `ITS AA MAJOR TENANT MAJOR TENANT " MAJOR TENANT SPRINKLERED SPRNKLEREO SPRINKLERED BLDG 500 BLOC 300 BLDG. 400 18020 SF - MAJOR TENANT B 50,512 BE 31 SF 0,¢ SPRINKLERED FFRQ2600 FFE =42200 BLDG. 200 FFE= az4.00 32y 49 790 BE FFE =4286] Fjr `°" ,ate 7TI, mss- r ° ��. — �—��s� ON IF T I AD L ` I �� EFF )/j'� }�� 4�T �� _ �(t ,Y, % �� tpA� �� �Y t{ IT F ♦ gyp, �� I T".,..� s TLa LL. / �% \ n ED L L, STAN IT TI 11 ADF 1 POO ART PAT II .... , __ _. _ , : _. TABILIZEDWITH CROWN - 66 5 , /�!` / r \ REEF � TO IT, 50 �, �, V ,. Lt, vR R A / _ VETCH SEED MIXTURE L" \ �y E BEND I A, F 'Al I- -I-- oa'-a �_Yi ' f. N — A`.Z BE X ` \\ 't. "i `RD "vx... ,.39 `<X j Y `nw kQp`l _ `. _ . / /�j b sFC' - ,...",.. C t l t r C3i -y ce / ,....w� w / SQ AFI— ,� /I /pia -- _ f / / / ,yp�' �a`,5, _ - v. L / /" /� — - — / /. i / Y TAN 0 i ^C� poi, I; 6 -- ` -; �— - _ _ IT 11 f AIY i ��y� / s / (1 -SA p / dIN� - i AS SEE,---- / / ..o k 6Fti O ,v -� o A - f00 JJA - *� fb ` rJ! _ II Y 589 °2530 W. 3d�13 YA JET - V - L / o�..Y._ v. r."^+"..` v. "k'" —U0}� .. _ -� N Xi,I'l PIT 20 10 0 PDA NOTE:*: 1- D 1. SEE LINE TABLE ON SHEET 2B FOR PROPERTY LINE BEARINGS AND DISTANCES. L FGFNE1 2. STREET TREES ALONG BENT CREEK PARKWAY ARE PROPOSED WITH A SEPARATE ROAD _ IMPROVEMENT PLAN. TREE CONSERVATION TREE CONSERVATION 3. THE CONTRACTOR SHALL REFER TO THE TREE CONSERVATION PLAN CHECKLIST FOR TREE CONSERVATION TREE CONSERVATION CONSTRUCTION ACTIVITY NEAR THE TREE CONSERVATION AREAS. THATCHECKLISTIS IF57AA) IF.31ACT SHOWN ON SHEET IFlA. 4. THE LANDSCAPE SCHEDULE AND COMPLIANCE TABLE ARE SHOWN ON SHEET 14A. 5. 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:' ATTUI FOIL 6. NO TREES SHALL BE PLANTED WITHIN ANY WATER OR SEWER EASEMENT - - ] VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR (INTERSTATERH SHALL BE ELIMINATED. .-FIT 'DO! 11 DIAL -Ff IbIll f 'IF I IT CTIUDAILC A III TyIYESJ 1.11, 1 LDIE, TOT ..a 8 LIVING RETAINING WALL TO BE IRRIGATED RED 15101 715611C a 27115 PER COUNTY CURRENTS EA 1,00 '52 7001 DID SR 257 7777, TO 1 SOD 282 SOO, NOT APPROVED FOR CONSTRUCTION PROJECT NO V12200 LEARN Cl A DEBT CHO EFIR RY DTFI] DATE 00015 PROJECT FINAL SITE PLAN FOR 5TH STREET STATION OVERALL 1PHASE H LOCATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER E N GI NE E Y I N6 28 BLACKWELL ENTPATULANE BILLS 01201 WARRENTGN VIRGINIA 0 P DA019490321 F 154013496321 www8 hl E glneenng vmn V DANIEL R. HINES Y Gc No. 0931]6 It 8121115 2�F ��sioHr+t.e� sxEETKEY LANDSCAPE PLAN IIr A,4ti,e13G LANDSCAPE E SCHFIDLE WEGVIANS: SITE FOR INFORMATIONd ONLY KEY (I I Y HOTANICAL NAME CANYON NAME SIZE REPLACE AREA OF CANOPY PER COUNTY COMMENT IS FOR APPROVAL DUSH REQUIREMENTS OF SECTION MPH JAPONICA REGENT REGENT JAPANESE PAGOISAI ELIE LOTAL) BIB 212 1 CAL - EV6E THE PAVED PARKING FIVE his STAPPROHIRIP)JAPONE, aREGENT RAN 2 ASIDE KMANANCHERRY ALLEN POGROM AUTUMN FLAME AUTTAIN In AND RFD MAPLE 2 12 B GAL SIR FU7 ED HER CONCOCT ARTS DIPOLE KENTUCKY COFFEETERE 2 1S2 3 GAL BIB 570 GET To QURUJUS PI SLIDE WILLOW OAK 2 1 2 3 CAL BIB 370 MULTI STEM AFRICA DOGYROOD 6 7 1 Go BID INTERIOR LANDSCANNO L BMORE. YROVIOEO. A PARKING VSULFATE EDA D LANDSCAPING OR POSENTING ADJAGEMETERAREYS. ACOU TED 6 :j EVERGREEN TYPES) SAO 22,rcaw R GACIAV LAGEGREEN LLGEOR..N,FKOYA 2123CAL BIB 4A Ul REMARKS REQUIRE COMMENT BY MEDIUM SI ADS INDEX PARKING LOT. 266, 9745E PER COUNTY COMMENT IS FOR APPROVAL DUSH REQUIREMENTS OF SECTION MPH JAPONICA REGENT REGENT JAPANESE PAGOISAI ELIE 1 1 LAG CAL BIB 212 1 CAL - EV6E THE PAVED PARKING FIVE his STAPPROHIRIP)JAPONE, aREGENT RAN 2 s-¢TRULATA n"ANZAN KMANANCHERRY , -1,4 GAL BIB CRESCENT AT TRIPLE) GREENTIVE THEY 2 2A CAL HER 637 PARKING SPACES PROVIDED LARGE OR MEDIUM SHARE TREE R TEN PAY 10 64 PARKING LOT TREES CC, 10 CLUBS WANADFNUS EASTERN REEPTUR 1 1 1,4 CAL SHE Cost 24 ( APRIL KOUSA MULTI STEM AFRICA DOGYROOD 6 7 1 Go BID INTERIOR LANDSCANNO L BMORE. YROVIOEO. A PARKING REASONABLY DISPERSED R LOCATED IN PE DISPERSED LOCATED IN REASONABLY EDA D LANDSCAPING OR POSENTING ADJAGEMETERAREYS. ACOU TED 6 :j EVERGREEN TYPES) 22,rcaw 6.9 BIG O M BE AN — (5] %IN-, CHILE LANDSCAMPING AREA FIAT in PIKLA ADDS NORWAY SPRUCE OR LET BIB PC EN KINDS STROES EASTERN WHIH F PINE 45 HOT 6+6 OD (ALL RGE OR MEDIUM SIZE) TREQUIREMENTMATERIAL WLIZED EVERGREEN Si S r TO FULFIL SOS CPFA 28 (RIAMALLYPARS PIEFERSE FULIPECES AUSER NANA DWARF GOLD PETER GYPHF IS 16 18 SEND 13 CAN END 28 ECONFRUS YOULTSUROVICAUS MANHATTAN MANHATTAN PILLAGING LLJONI 15 18 An CAN FS HAD ,IT SANTIS Ni PROVIDED IN ACCORDANCE WITH THIS Or IRS JOB LED GRENSTRE C PULP STEEDS JAPANESE HOLLY IS III PC CAN IF 51 ILEN CLARA, INKENTRY HOLLY AN no #6 CAN WILD BE JUNIPEAUS I HORIZON TALS YOUNGSTOWN AT BREA UP WIPER 18 24 CHAD In C AN PAR 14 PRUNUS OTTO LIPPER 0 1 10 1 LOGIN AT AREA LAUREL 15 18 RD CAN - SUBTOTIL ID E FAA 3Hx xlsl - SIR Do SELECTION F SPECIES FOR PLANTING 32 7 9 BAY SPECIFICATIONS FOR SHALL BE IN CORRD WITH S F REAL I ITIDOPHYLLurr, LEATHER' IF VIEURNIJ SUBTOTAL DECIDUOUS SHRUERS, REMPIN TRF£CANCPY TREE COLECO PLANG RPBE INCOOM WITH SECTION TO SLOW PROPOSED E SECTION 2 6 (ED EXISTING TREES TO 7DIN ACCORDANCE WIT T SEE LAN OSCAPE SCHLE0NTHIS Fgnmuss RE 720 BE OF TREE CANOPY FROM r O94CH TOGETHER WIT n RE F0R BREAKDOWN OF PROPOSED Pill WEOMANS S REQUIRED UNDE s 6 EE PLAN3INGS. JESSE TREES INSECT ION 32L86, PERDNNIALB �C D SHALL COUNT 32. 9 7, AND 32 7 9 8 SHALL COUNT REMAINING SHOPPNG CENTER TOWARD GFAP ON OF PIKE MINIMUM 32S I PROVIDED M00RRFAM COR OPSIS - EE CANOP Y RWEGMANS SHE AREA EE CANOPY SEE LANDSCAPE SCHEDULE ON THIS 327 0 AS 111.9 %70 BAD CANOPY) Los AT LIABLE MUSECARI ME SO UP BESBUSLITYRALF #1 CAN BOB TO RUMBECOlk FLH TIES GOLDS I UPS GOLDATURPARTACKHEYED SUSAN TEN (10) PERCENT TREE CANOPY FOR A #1 CAN TRIP SITE 0 BE DEVELQPED WITH C CIA TOTAL CANOPY) USES ORNAMICIAi. GRASSFO COMMERCIAL OFFICE. OR INDUSTRIAL USES. ENGINES- iltrC4MA+T6n Lap0vM)b•Pibi\ QI Jbwk, PPtll 8111 W9 }y4Et6mplNRMnI((pLJ(gne} 98etollmslwihuvn9itl ryevl pnn onMwnn .$'hamrc..rvrc 1. � Wmi¢oFCtcn gt .\LiedlplmcNkswrom W.anMk ® lxRb; &nI CYwN ak56re CmenA � �+e+vN[bmuxM'4tlA5tgi IkmmOy ¢I Aq,mdnmd lNul ILO, �e>•nsn„in I: 'ano,iw. 2, MRICRY ® A I I YIN 10 in snPON AT l bn m¢PoVtl PONT RI ni Or ING1 I v 81101 ANI AEDtoNu;pme opaM �NFES nfi01POLL UKHT lhnn'cmdoilin AS nen l'UPI nM UPPSALArv,YA CeNMS"Yi1N4'R S ® R,ND.nmio, NO I I,munro ... SRI rro:wlHM mshil¢ mnnaanc rn Also 9 NO NIDx[ lroYOAKS, o twFmulsiMfM.m4nMmR'.uFN+WPnkp nglLmd x9oSry(1 lihnliumb p ndrv.andvtlulJLssaa ( m,Xi s, 'Wu, SP -., D Arel "hni IfmWmtth nlY.,rueu m,el.tal: G ® Finxrcc,m{INxml crt..; tnstlnrcuwr ..fue�rJ+1<'nw::.lnnr,,..m, YluII, ' w OIII .aWr 111.11 no Or, Sold t' ' _ED SOL OUNCE n " 11 Insillis,NmAl A Pv1N LOT n�ro, :nI m1. �Inul pro -aw w'. I,nL .'r \ma„mwmy. ® nnn.60anMmpMUnw m.n nnmm =uw nnaapv�.�M�n�nmri�apxnlro PB�.MAmdn:nnrw:„i,,,r,r. ® Will h ®DU Jvta�i otldpl'naofuputab ' 1.rtMecmll rhvll6 kk 1, d m�emuiw6oiEli It ldo vd Orion ...I 10. TMAVAItI, ® sins"HEASIn u k CHAS niManldMShxwLtrmvd ph2c tfYlt ?Mlibtxltlnrovlmc lm�denil N,XGd XWp...WL ® \h. nw?JUk wrain9m4.u4to-+Ar4dc } rew3R , nalbal p'. t pmmia TJneNFYF ,m n aa�Mw3o,ryagxu neclmymaduiex%mm.LwxaxhvntIN uAtns Rc.vnD ,nrn e.1 L, a9 mr gakrmm.. WE llEE Bg ® PigpCllpNtrvbyamab N;hlt1,n14 MYNdf: W.'In 9nnlam.eP. 13 0 DDO Ir,ecfi Up tts ed. -m rtuf qc n)P MfMYMMLpo1p. etl ,k Amn me db' .Y'i](N 11 Aq' M, PYIYr }'E[xt¢ax'sR%&PPOhMffi14PV`Y 26C6YA }'R \Y I'll {YHP COPLRLCTOROJ NELCOYSBNVA'1'IM R84U(RPaN11vlS >U •` i jzazFUT .`Jn- �aJU.✓ 7 /5 /Zo /i G - 7E-RBIG94'IIRR (DATE) AIZA{.FA!5, 7IjT �21 cn' {1na{nsenelGNnTLmF. Aunaq E *- �P:va9r{m3 iia CANOPY A WE 4 A40 4 FDA 26 764 b 616 ON 1 FBI AFES TAG 1 B24 6 DIN 10 EST TOTAL PROPOSED CANOPY 69 (n) KEY rLANDSCAPE SCHEDULE - PHASE 111 Q i BOTANICAL NAME COMMON NAME SIZE mE {s1 REMARKS REQUIRE COMMENT BY LOT PARKING LOT. 266, 9745E PER COUNTY COMMENT IS FOR APPROVAL DUSH REQUIREMENTS OF SECTION MPH CO 24 A 10), AN A9Fa EQUALTO VINGAP AS 212 1 CAL - EV6E THE PAVED PARKING FIVE his STAPPROHIRIP)JAPONE, aREGENT rREGENPIN NEGAGMITRYI, BID IRA 11 kF GREENTIVE THEY 2 2A CAL HER 637 PARKING SPACES PROVIDED LARGE OR MEDIUM SHARE TREE R TEN PAY 10 64 PARKING LOT TREES SHI 145 THEPARK NF OR LN REQUIRED O FIVE PACESO M VE IS) SPACES RL, , 32]9] INTERIOR LANDSCANNO L BMORE. YROVIOEO. A PARKING REASONABLY DISPERSED R LOCATED IN PE DISPERSED LOCATED IN REASONABLY EDA D LANDSCAPING OR POSENTING ADJAGEMETERAREYS. ACOU TED 6 :j 22,rcaw 6.9 BIG O M BE AN — (5] %IN-, CHILE LANDSCAMPING AREA 6 A2% INTERIOR LANDSCAPING AREA PROVIDED) 3, PROVIDED) 01 PARKING LOT TREES PROVIDED NTREES) (ALL RGE OR MEDIUM SIZE) TREQUIREMENTMATERIAL WLIZED S r TO FULFIL SOS THE FOREGOING TWITHERSPOINQA AS 7 Lis (A) CA y MINIMUM TREE CANOPY SHALL BE _ PACE TEN (19) PERCENT TREE CANOPY PC, IF FS HAD ,IT SANTIS Ni PROVIDED IN ACCORDANCE WITH THIS Or AS AS SECTION EECANOPY OR TREE 633 19B BE 10% 53229 SE COVERAGE BY PLOT MATERwL EXCEEDING COVERS SMALL INCLUDE ALL AREAS OF STEPS I) FIVE (5) FEET IN HEIGHT AT MATURITY OF COVERAGE BY PLAT MATERIAL EXCEEDING 63 220 SF OF TREE CANOPY REQUIRED TEN (10) YEARS AFTER PLANTING. vE(5)FEEL N HEIGHT AT MATURITY OF FIVE (5) ¢sv lwnNNn v PROVIDED'. - SUBTOTIL ID E FAA 3Hx xlsl - SIR Do SELECTION F SPECIES FOR PLANTING 32 7 9 BAY SPECIFICATIONS FOR SHALL BE IN CORRD WITH S F REAL I ITIDOPHYLLurr, LEATHER' IF VIEURNIJ SUBTOTAL 111 REMPIN TRF£CANCPY TREE COLECO PLANG RPBE INCOOM WITH SECTION TO SLOW PROPOSED E COMP],TANCE CHART FOR THE ALIE EMIARLE COUNTY ZONING ORDINANCE - iVEGAIANS PARCEL ONJ.Or- FOR INFORMATION ONLY NOTE' 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. COMPLIANCE. CHART FOR THE ALBEMARLE COUYTY ZONING ORDINANCE - PHASE IT AREA ONLY 32 7 97(B) REQUIRE COMMENT BY VE OF PARKING LOT. 266, 9745E PER COUNTY COMMENT IS FOR APPROVAL DUSH REQUIREMENTS OF SECTION 974%5% =14349 SF A 10), AN A9Fa EQUALTO - EV6E THE PAVED PARKING FIVE LANDSCAPING AM BE OF AND CIRCULATION AREA REQUIRED O 6E LANDSCAPED TREES OR SHRUBS THIS SHALL INCLUDE ONE (1) 637 PARKING SPACES PROVIDED LARGE OR MEDIUM SHARE TREE R TEN PAY 10 64 PARKING LOT TREES THEPARK NF OR LN REQUIRED O FIVE PACESO M VE IS) SPACES 32]9] INTERIOR LANDSCANNO L BMORE. YROVIOEO. PARKING REASONABLY DISPERSED R LOCATED IN PE DISPERSED LOCATED IN REASONABLY CAMPLIES LANDSCAPING OR POSENTING ADJAGEMETERAREYS. ACOU TED INTERIOR LANDSCAPING FA PROVIOF.OERI SHRUBGSHALLN OT COU TO BE COUNTED AS INTERIOR BE AN INTERIOR LAN06CAPING. LANDSCAPING (5] %IN-, CHILE LANDSCAMPING AREA INTERIOR WJD6GAPTINGCOVMED A2% INTERIOR LANDSCAPING AREA PROVIDED) PROVIDED) 01 PARKING LOT TREES PROVIDED 145 PARKING LOT TREES PROVIDED )ALL LARGE OR MEDIUM SIZE) (ALL RGE OR MEDIUM SIZE) TREQUIREMENTMATERIAL WLIZED 07IS IS REQUIRED TO FULFIL THE FOREGOING TWITHERSPOINQA AS 7 Lis (A) REQUIRED. MINIMUM TREE CANOPY SHALL BE THE FOREGOING NOTWITHSTANDING TEN (19) PERCENT TREE CANOPY PROVIDED IN ACCORDANCE WITH THIS MINIMUM TREE CANOPY SHALL BE I PROVIDED IN ACCORDANCE WITH THIS SITE AREA -63 ,1935E uLEna�IDALL AREAS OF SECTION EECANOPY OR TREE 633 19B BE 10% 53229 SE COVERAGE BY PLOT MATERwL EXCEEDING COVERS SMALL INCLUDE ALL AREAS OF FIVE (5) FEET IN HEIGHT AT MATURITY OF COVERAGE BY PLAT MATERIAL EXCEEDING 63 220 SF OF TREE CANOPY REQUIRED TEN (10) YEARS AFTER PLANTING. vE(5)FEEL N HEIGHT AT MATURITY OF FIVE (5) ELECTION OF SHOULD FOR PIANTLNG YEARS AFTER PLANING. PROVIDED'. SHALL BEN CERROWTH SECTION SELECTION F SPECIES FOR PLANTING 32 7 9 BAY SPECIFICATIONS FOR SHALL BE IN CORRD WITH S 6,4199E OF EXISTING THEE SALARY TO 7 S27S REAL SPECIFICATIONS FOR REMPIN TRF£CANCPY TREE COLECO PLANG RPBE INCOOM WITH SECTION TO SLOW PROPOSED E SECTION 2 6 (ED EXISTING TREES TO 7DIN ACCORDANCE WIT T SEE LAN OSCAPE SCHLE0NTHIS Fgnmuss RE 720 BE OF TREE CANOPY FROM r O94CH TOGETHER WIT n RE F0R BREAKDOWN OF PROPOSED SECTION SIR 9 ANSI TOGETH ER WITH WEOMANS S REQUIRED UNDE s 6 EE PLAN3INGS. JESSE TREES INSECT ION 32L86, 62920.5E OF TREE CANOPY FROM D SHALL COUNT 32. 9 7, AND 32 7 9 8 SHALL COUNT REMAINING SHOPPNG CENTER TOWARD GFAP ON OF PIKE MINIMUM 32S I PROVIDED TOWARD FACTION OF THE MINIMUM EE CANOP Y RWEGMANS SHE AREA EE CANOPY SEE LANDSCAPE SCHEDULE ON THIS 327 0 AS 111.9 %70 BAD CANOPY) SHEET FOR A BREAKDOWN OF PROPOSE EN n 9) P ERGS NI TREE CANOPY FORA TEN 32799EN TREE PLANTINGS. SITE TO BE DEVELOPED wTH TEN (10) PERCENT TREE CANOPY FOR A 525,56656 TOTAL TREE CANOPY PROVIDED COMMERCIAL. OFFICE , OR ARUM AL SITE 0 BE DEVELQPED WITH C CIA TOTAL CANOPY) USES COMMERCIAL OFFICE. OR INDUSTRIAL NOTE' 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. COMPLIANCE. CHART FOR THE ALBEMARLE COUYTY ZONING ORDINANCE - PHASE IT AREA ONLY NOTE: ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINEO 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. PROPOSED GREEN WALL PLANTwcs FACE AND STEPS OF PROPOSED GREEN WALL TO BE HYDROSEEDED IN THE FALL WITH AN EXCLUSIVE MIX OF TALL FESCUE AND PERENNIAL RYE GRASSES (OR APPROVED EQUAL RECOMMENDED BY LOCAL LANDSCAPER). IN THE FOLLOW ING SPRING CONTRACTOR TO INSPECT THE VEGETATION ESTABLISHED ON THE WALL, AND REAPPLY A HYDROSEEOED MIXTURE OF EQUAL PARTS TALL FESCUE AND CROWN VETCH ON ANY SECTIONS WHERE VEGETATION DID NOT ESTABLISH IN ORDER TO ENSURE A PERMANENT VEGETATION IS ESTABLISHED ON WALL . 2,01 7 nI HE �W E A Y A I n will F, I PER In Ell Fyi z O z _ �W IS IT Li = r RP:VISIOSS Et REQUIRED. COMMENT BY INTERIOR LANDSCAPING! EXCLUSIVE OF AREA OF PARKING LOT 574131 GF PER COUNTY COMMENT IS FOR APPROVAL DUSH THE 674,191X5% 28.707 BE 3279 CIA) AGE O) ?AP AREA EQUAL TO THE PAWING OR LANDSCAPING EWRE AND VEHICULARCRFCULATIONEA REOUI REQUIRED LANDSCAPED WITH TREES OR SHRUBS THIS SHALL INCLUDE ONE (1) 1 UP PARKING SPACES PROVIDED LARGE OR MEDIUM SHADE TREE PER TEN 1,445110 = 145 PARKING LOT TREES (0 ) P KIMG SPACES OR PORT10N REQUIRED THEREOF IF FIVE (6) SPACES OR MORE M797 INTERIOR LANDSCAPING SHALL BE PROVIDED - ARKwGmT LOCATED IN REASONABLY DISPERSED COMPLIES WJ 9)J PIN6 � PERIMETER AREAS LANDSCAPING 850 SIF SHRUBGSHALLN OT COU TO EAPROVFINTERIOR E4PROVIOED BE AN INTERIOR WJD6GAPTINGCOVMED A2% INTERIOR LANDSCAPING AREA PROVIDED) 145 PARKING LOT TREES PROVIDED (ALL RGE OR MEDIUM SIZE) 07IS IS REQUIRED THE FOREGOING TWITHERSPOINQA TEN (10) PERCENT TREE CANOPY MINIMUM TREE CANOPY SHALL BE PROVIDED IN ACCORDANCE WITH THIS SITE AREA - 2986,644 SF I 2365E ST BE X 10% =236, 564 BE uLEna�IDALL AREAS OF COVERAGE BY PLOT MATERwL EXCEEDING 238 564 SF OF CANOPY REQUIRED FIVE (5) FEET IN HEIGHT AT MATURITY OF TEN (10) YEARS AFTER PLANTING. PROVIDED. ELECTION OF SHOULD FOR PIANTLNG SHALL BEN CERROWTH SECTION 1A3, 9225E OF EXISTING TREE CANOPY TO 32 7 9 BAY SPECIFICATIONS FOR REMAN TRF£CANCPY SECTION 2 6 (ED EXISTING TREES TO BE PRESERVED IN ACCORDANCE WITH RE 720 BE OF TREE CANOPY FROM COMPLIES SECTION SIR 9 ANSI TOGETH ER WITH WEOMANS JESSE TREES INSECT ION 32L86, 62920.5E OF TREE CANOPY FROM 32. 9 7, AND 32 7 9 8 SHALL COUNT REMAINING SHOPPNG CENTER TOWARD FACTION OF THE MINIMUM EE CANOPY SEE LANDSCAPE SCHEDULE ON THIS SHEET FOR A BREAKDOWN OF PROPOSE 32799EN TREE PLANTINGS. TEN (10) PERCENT TREE CANOPY FOR A 525,56656 TOTAL TREE CANOPY PROVIDED SITE 0 BE DEVELQPED WITH C CIA TOTAL CANOPY) COMMERCIAL OFFICE. OR INDUSTRIAL USES. NOTE: ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINEO 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. PROPOSED GREEN WALL PLANTwcs FACE AND STEPS OF PROPOSED GREEN WALL TO BE HYDROSEEDED IN THE FALL WITH AN EXCLUSIVE MIX OF TALL FESCUE AND PERENNIAL RYE GRASSES (OR APPROVED EQUAL RECOMMENDED BY LOCAL LANDSCAPER). IN THE FOLLOW ING SPRING CONTRACTOR TO INSPECT THE VEGETATION ESTABLISHED ON THE WALL, AND REAPPLY A HYDROSEEOED MIXTURE OF EQUAL PARTS TALL FESCUE AND CROWN VETCH ON ANY SECTIONS WHERE VEGETATION DID NOT ESTABLISH IN ORDER TO ENSURE A PERMANENT VEGETATION IS ESTABLISHED ON WALL . 2,01 7 nI HE �W E A Y A I n will F, I PER In Ell Fyi z O z _ �W IS IT Li = r RP:VISIOSS REV DATE COMMENT BY 1 2 SPIN a 27 15 PER COUNTY COMMENT IS FOR APPROVAL DUSH RON I\ IRA Or W0Gi1fiJUE1UWI NOT APPROVED FOR CONSTRUCTION CHARLES JLPQBXC COBECKENEY LAW DATE OCGOA FINAL SITE. PLAN FOR SETH STREET >TATION OVERALL PHASE PI LOCA'f'ION UP PTW NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER +- ENGINEERING !8 BLACKWELL PARK LANE, SUITE SRI WARRENTON VIRGINIA 20196 III ( om349 -1550 FIX HLO) BRA mn www BohlerEngineering Wam IETM OF U DANIEL R. HINES LIT. Na. 043176 per: IGCCV 5 2TFr SHEET TITLE LANDSCAPL DETAILS kiMURDER LANDSCAPE SPECIFICATIONS I SCOPE OF WORK 9. THE I ANDOCAPF (TAPE PA: I OHB IALL BE REQUIRED TO PERFORM A' L CLEARING FINICHRAROING SOIL "THATTILHALLSOSIBLELANDSCAPE PREPARATION PERMANENT SEEDING OR MATERIALS RINGAND MRDAEBT THE HOPE IN AND FOUIPPIPW f F Y .FORD L_ H ,BON l muiT THE GENERAL CONTRACTOR TI TAT PILL NOT BE PLANTED FOR A PERIOD OF TIME GREAFFER ]HAN I FEEL DAYS ME BILL BE HEALED INKETH T =i DOUBLE R F BRANCH 2 MATERIALS * GENERAL ALL TAMPICO ACT MATERIALS AN IALL MEET OR EXCEED SPECIFICATIONS AS OUTLINED IN THE STATE H PLANTING OPERATIONS SHALL BE PERFORUFF) ALL ING PERIODS BERLIN THE PLANTING REASON NHFN DEPARTMENT OF TRANSPORTATION A SPECIFICATIONS AAEATI DRE AND SOIL CON DETTENS ARE SU ITABLE AND IN ACCAURCEENCT PAT I IT ACCEPT ED LOCAL PRACTICE PLANTS SHALL NOT BE INATAI I ED IN POPPET I HA f IS IN A BUDDY OR FROZEN CONDITION ",' R �aRGLRT ANC. N (I�o ALE OTC R)PT OF PREPARE NED ER AND GUYBLODS UTL2NGCLEAN B ANTOOLS O INJURED OR A BE REMOVED . * LAWN AT I AFFORDED AHLAQ ARE TO BE TREATED WITH A MINIMUM SIX INCH I , THICK LAYER OF LEAKAGE OR 13 ALL PLANTING CNATTAINEFER AND NON BIDE EARADAULR MATERIALS SHALL BE REMOVED FRONT CROP BAI I IF AS DIRECTED By THE LOCAL ORDINANCE OR ALAN 1 ANN NFIR)LD OR SODDED IN ACCORDANCE WITH THE DURINGRACTING NATURAL PINES BURLAP MUST BE CUT FROM �ROINA IRG1RUNKOFTIIETREEAND FOLDED PERMANENT 9 IAHII FASHION THEN BASS INDICATED WITHIN THE SOIL EROSION AND SEDIMENT CONTROL NO I F9 DOWN AGAINST THE ROOT BALL PRIOR TO FACKFILLING 1 1 LAWN SEED PAINTINGS SHALL BE CN�H AT FAN ELSE CROP SEEN 1 A TOO CHAT I HT 8 1 HIDNGLY ROOTED WEED AND DIDEARESPEST FREE WITH A UNIFORM KINSHASA E PONT I CAN I KPLO AND ELDORA A f I HEIR INATENDED'ASCATEDUS AS PER THE PLANS ANN SIBLUIPE U I[ APPROVAL 1 � ROD INSTALLED ON MORT GREATER TI IAN 4 1 SO CALL BE PEGGED TO HOLD AGO IN PLACE OF THE LANDSCAPE ARCHITECT PRIOR TO EXCAVATING HE A MAKING NECESSARY ADJUSTMENTA AS SERFS FEE) * DUTCH I I IC APPLE I AROUND THE DECIMETER OF THE BUILDING ALAI I RLA3 AYCRAUFROUBLEMIRDIDDED F PRIOR 10 1 ITT ISSUANCE OF ANY CIEFFITICATE OF OCCUPANCY THE PROPOSED I ANDSGAPO, AWDIHXNNONTHE BLACK CLEAR HOT BY FINE Y ALL OT BE AREAS SPIALL BE FILUNCHED WITH A � LAYER OF FARES SHREDDED APPROVED LANDSCAPE PLAN MEET BE INATAI [ G), INSPECTELETAND APPROVED By THE ADDRESSING AGENCY DARK BROWN HARDWOOD BARK MULCH UNLICABOIHICHWEI HILATEDOICITHE LANDSCAPE PLAN TI IL APPROVING AGENCY SHALL TAKE INTO ACCOUNT COASTLINE CONSIDERATIONS IN N ITS REGARD As AD . OLLEAW THE PLANNING OF TREES STRUDEL VINCE OR GREAT DUE COVER SHALL OCCUR ONLY ENGINE I HE IN G OF LL D 1 1 FERTILIZERRAII RL [)IT PASSED TO THE SITE FIXED AS SPECIFIED IN THE ORIGINAL ANOPIONEDSIANIAND 11 PLANTS MAKER 15 TO DECEMBER 15 LACES AN TOWING WEIGHT ANALYSIS AND HALF OFF MANULAOI USSR FERTILIZER SHALL BE STORED INA 1C IAWN DART 11 1310JUNE 1SOP SEPT 1TODEAEMBER1 PYRATHFIRPROBT A ALL SO FLAT IT CAN BE KEPT DRY PRIOR TO USE 12 FORTHENJURPOSEDERIBENC AGANCE R TAT FERTILIZER SHALL BE 10% NITROGEN ACAPHOSPHORUNAKE) A PLANTINGS REQUIRED FOR A CERTIFICATE OF OCCUPANCY AN IALL BE PROVIDED DURING THE NEXT 4H POTASSIUM DO WEIGHT AFERTILIZER�HOR1)NOI BY ALI G'I1=D WIT11OUT A SOIL TEST PERFORMED By APPROPRIATE SEASON AT RE IE MUNICIPALITY A DISCRETION ANDRES: I OR STYLES CONTACT APPROVING F BE AN I PIATFRIAL It GUHIHPHMC)PF OFF FEE I SYNO [REP VARIETIES ARE UNUSUALLY SUSCEPTIBLE TO WIN FGH DAMAGE WITH 1 1 ALL PLANTS SHALL REQUIREMENTS BAN STANDARD FOR ry s NAIRELRYSTOCK ( I LATEST R -HH EAMERCANSURGERY&LANDSCAPE ,E, IF ELF RE AMENDED TI ATLH SPECIES BE DL HE ALLPLANTNG ASSOCIATION REASON 1 2 RATEABLE BOTANICAL NAMES ALI ALL TAKE PRECEDENCE OVER COMMON CRAFT FOR ANY AND AT I AGER RUPEES PLEATATUS X ARCHILEALIA BE ANT MATERIAL BFTUI A VARIETIES POPULOUS VARIETIES 1 3 A ANTS SHALL BE TRADE Y I ALLEN WIFE I TI IE PROPER NAME AND SIZE TAGS ARE 10 REMAIN ON A I I LA81 CARPCI VARIETIES PRUTUH EATON I IRA ONE PLANT OF EACH SPECIES FOR ARABIA 1 SIN PURPOSES DURING THE FINAL INSPECTION REGULATORS VARIETIES USERS VARETES 1 4 PAPER WILL ABRASION OF TI A BARK SUN SCALDS MISCONCEPTION OR PENCE I CUTS OF LIMPS OVER FOR ANNE BRET EFFIE SURTYRIE VARIETIES BE LINE I I AVE NOT BEEN COAST F I JI Y (:AT I LOST AT ALL BE REJECTED PLANTS ANNUL NOT BE BOUND Fit I IT L BUCCANEER STYPONSCIFLUA F ILIA TOUSENTINS), A IRE OR RAN' At ANY TIME SO AS TO DAMAGE THE BARK OR DRUNK FOUR SO LIARDENDRION HUNIPIPERS, ZELKLOVAVARIETINES 1 5 ALL PLANTS allALL BE TYPICAL OF FIBER SPECIES OR VARIETY AND SHALL HAVE A NORRAI FAIL I OF GROWTH SELL CHEVELOPFI) TAPE SO DENSELY FOLIATED VIGOROUS ROOF AYS1FUMS AND ITT THICT OF I PLANTING TO SHALL BE DERG ANDY LEVEI BIT I OHS WITT I THE WIDTH TWICE THE DIAMETER EF WE I HALL POLAND INSECTS PESTS EGGS OF LARVAL IT IL ROOT BALL SIALL REST ON UNDISTURBED AREAS EACH HE AN f PIT STIALL BE TARGETED IN LAYERS WITH 1 C CALIPER THANUTEENILHTS OF NURSERY GROWN TREES ANSI I BE TAKEN AT A POINT ON N IE TRUNK SIX I ITT FOU I OWING PREPARED SOIL BRAD TI DROUGHTY INCITES X I ABOVE THE PAT FLAT GRADE FOR TREES UP TO AND INCLUDING A FOUR INCH C ) CAN PLECH/L . 1 PART PLAN MOSS IF OFF ( AT IDEA AT SIX INCITES Q I ABOVE THE SOONER PRO LITS FOUR INCI BE MET IN CARPER THE . 1 PART ASSEMBLER COW MANURE By VOLUME CALIPER SHOULD BE GERI AT A POINT 12 ABOVE THE NATURAL FRANK . a PARTS TOP501L By VOTE ME 1 7 SHRUNK THAI I BE MEASURED TO THE AVERAGE HEIGH r ON NNHKLAN OF TI IL AT UB AND NOT TO THE BS OVED FOLA. I AS FOLLOWS. LONGEST BRANCH T2 TABLETS PER 1 GALLON PLAN I SHALL BE lwrv➢LmWELL r HE ROOT BALL .k RLW GALLON PLANT p LTABLETS FL AN 1 BPeasseA WORK PR GER TABLETS PER A CALIPER OF TRUNK * CONTRACTOR TO TALL 17F WORKMANLIKE INDUSTRY STANDARDS IN PERFORMING AT I I ANIECAPC CONSTRUCTION PRESIDE ISTO BE I EFT IN ACT LAN STATE ALBIN DTI WORKDAY ALLDEBRIC I FILL PREPARED VOIL AROUND BALL OF PLANT HAI F WAY AND INSERT PLANT TABLETS POSIFLETENARKE111 AND AATERUALS AND JET G 9HAL L BE PROPERLY STORED, STOCKPILED OR VCPOIPL) OF WATER IT GEORGE ILK * WASTE MATERIALS AND EPSON GINALL HE COMPLETELY DISPOSED OFAT THE CONTRACTOR A FXPFN�F DELTA A �LLPLANTSSNALLBEPLANTEE�OTHATTHF1�POFTIIEROOTBALL THE POINT AT WHIGH THE ROU I SEARS CHISELLED BE BURIED INCLUDINGOWSAND MAIRRINALS BUT SITALL BE REPABOVED COMPLETELY FROM THE SITE BEGINS ASETAT GROUND LIEVELAND IN THECENTFROLIIIE PIT NO SOIL IS TO B, PLACED DIRECRYOUN TO, BE SITE PAREPEARACTIONS AND DURING PRELIMINARY GRAPHITE ANU FIN ME BY GRADING ALL WEEDS AND GRASSES STAFF BE FOUR I A LL PROPOSED TREES DIRECTLY ADJACEN 1 10 PALKYWAYS OR DRIVEWAYS SHALL BE PRUNFEE ANN MAINTAINED OUT By THE BEEF FIT AND DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PAXPOINGA ULJI I BEGIN 10 A PON TRUTH FRANCE I ING I FINE IT OF 7 FROM GRADE * ALL EXISTING TREES TO REMAIN THAI I ITT PRUNED TO REMOVE ANY DAMAGED BRANCHEA THE ENTIRE LESS OF IT 'ROUND COVER AREAS SHALL RECEIVE A A PEACE OF I BULK RAKED INTO THE TOP 1 OF PREPARED ART ANY DAMROH) ENOUGH 81 ALL BE CUTOFF AT THE TRUNK CON I HAD OR SCIALL ENSURE N TAT CUTS ARE PRIOR TO PLANTING ALL GROUND COVER AREAS CHAT OFFEWASIDED AND TREATED WITH A PREHEPRIERGUEN I SPAROTHAMETTRAINHI ANY EXPOSED ROOTS TUHALL BE CUT RACK SELL CLEAN S19ARP TOOLS AND TOPSOIL CHEMICALAS PER THENUICACIUHUR CLCONIME%PATION HE CLEAR BASIS FOR ADDITIONAL FOOT OR BRANCH LEAKAGE ASA RESULT OF CONSTRUCTION ROOTaPHALL N PAGEANT EXCEPT GROUND COVERS GRAINFA H NE' BE PLANTED LESS THAN E 121 ROM1 NOT BE LEFT EXPOGEGJ FOR SIORE THAN ONE LL CONTRACTOR WATER EXISTING ES ASNEEDED EXISTING ES AND SIDEWALKS TO EVENT 6ROCKOROE0.NE * CONTRACTOR STAFF ARRANGE TO HAVE A I) III I I PH TAKE UTILITIES KRSAUBERNKMUL SL B A) CKFA MATERIAL CONTACTEDTHREEIMA OR TOIBEONY➢FWQ ONNACCORDANCE WITH THE WATERING SPECURATATIAND 5 TREE PROTECTION xRMxw REQUIRED PHO I PC I DUN ZONE AT ALL BE ESTABLISHED AT THE ERIN I BIT OR 15 FEET FROM THE TRUNK OR AT THE LIMIT OF A At L TRANSPLANTS SHALL BE DUG WITH INTACT ROO I CALLS CAPABLE OF SUSTAINING THE PLANT CONSTRUCTION DEC I UNCENCE WERE SOLD IS GREATER LOCAL STANDARDS I HA I MAY FLAYING A MORE STRICT C ROi ADEQUATELY WATERED AND PROTECTED LSi FUME HEAT, SUN AND NND . A A FORTY ACT I IN( IT Lu R APPROVED EQUAL MOUNTED ON STEEL POSTS SPIALL BE PLACED ALONG THE GOUNICARY OF I ITT I RL F O PLANTS AN ALL NOT BE DUG FOR TRANSPLANT ING BETALLN APTI 16 AND JUNE 30 rFCCi ON CENTER BRAS INDICATED PNOHH HARARE POSTS SHALL BE TED AT MAXIMUM L - e) WITHIN THE TREEROTW FINN DELAL D. UPON REPLANTING LANDFILL EAGER SHALL BE ABLE DLD W TRUTH ZER AND ROOT GROWTH HORMONE. VAHLN I HE I BEE PROTECTION FENCING HAS BEEN IMF I At I HE I I R ALL BE INSPECTED By THE APPROVING E I HAJN�PLAN I � STAFF PC GLARANTLED PER THE LENGTH OF THE SUARAN LEE CAPPED SPECIFIED HE REIN AGENCY BRUCE TO LYNCH I I ION GRADING FREE CLEARING OR ANY OTHER C GUYS I RIJN I ION I HE FENCING ALONG THE TREE PROTECTION ZONFNHAI I BF REGULARLY INSPECTED By THE LANDSCAPE CONTRACTOR AND F IF TRANSPLANTS DIE SIBUDSANDTHEESLESS THAN RX HONDA A I DUE RIALLBE REPLACED IN KIND FORD FIRIGNI ALL CONSTRUCTION ACTIVITY HAS BEEN COMPI F IGJ GREATER THAN FIX INI A I DAN MAY BE REQUIRED D AT NO TIME AT STAY MACHINERY LENGTH LL90F OTHER APPEARED HIT IHFL PROTECTION E 11 WFACTRING A NEW PLANTINGS OF LEVAN AREAS THAI I HT ADEQUATELY REPORTER BEGINNING MMITNEURYAPTER PLANTING CANCER AS NOT TO DISTURB BACKFILL ANN IF * CONTRACTOR SHALL A I I AIN A SOIL TEST FOR ALL AREASOF THE SITE PROF NOUCi rvGA NVPLANiNG YBAUM ATCRNG SHALL SAI f�STSS'IALLBEPERFORPOEDBYACERFLFI�l)�C)II PROMPATORY (CONTINUE AT LEAST UNTIL PLANTS ARE ESTABLISHED * LANDSCAPE CONTRACTOR CHAT L REPORT ANY SOIL OR STORAGE CONDITIONS C ONAIN FILE ITT 1 COLD I At TO A SITE OWNER ALAN PROVIDE WATER IF AVAILABLE ON AT TE AT TIM I OF PLANTING FWATER A NOT AVAILABLE TE IL GROVAN I OF PLANT EXPLAIN YALE MOUNTICATIONTS AS SPECIFIED HEREIN MAY NEED TO BE COI U) (ANNIII CON I PANELS B ALL SUPPLY ALL NECESSARY DEALER THE USE Of"NATERING BAGS IS RJECENAGENER) By THE LANDSCAPT ( SUPERSTAR DEPENDING ON SITE DODGE I TONS FOR ALL NEW TV HE AN I JI I I ITT FIT I THE OR I ().A INS AMENDMENTS AND QUANTIFTER AGE APPROXIMA OF AND ARE FOR 8 REEING PURPOSES ONLY A 11 AN IRRINAT ON SYS I CA I AN BEEN INSTALLED ON THE SITE IT ANNE I BE USED TO WATER PROPOSED PLANT COMPOSITION OF AMENUMFN I A AN BOND BE REVISED DEPENDING ON THE GET 1 DOME OF A I CLAUDE ANALYSIS MATERIAL, BUT ANY FAILURE OF THE SYR I LM DOES NOT ELIMINATE THE CONTRACTOR A N�ANNPSIR LITY OF PLIKFORNIED By A CROP LED &OIL LABORATORY GAINTAINING I IL DESIRED CRAFT RE LEVEL FOR VINOURAR PC FLAT 1 Hy BROAD I 1 1 TO INCREASE A RANDY SOILS ABILITY TO RETAIN WATER AND NUTRIENUS 11 ARIONSIBY 1 ELL ORGANIC MATTER INTOTHE TOP E 1G UST SUGGESTED BARK, CONVERTED LEAF NOT AN FOR PFAI MCKENS All N (DISAPPOINTED PROWLS IS AT GULL BE COMPLETED TO A PARK (:()I UK AND BE FREE OF ES WITH IDENTIFIABLE LEAF AIRLANDSCAPS CONTRACTOR AT ALL GUARANTEE ALL PLANS FOR A PERIOD OF OUR (DYING ORWIFERESTAHNIHIS AVOID MATERIAL WELL A PH HIGHER THAN( h OF LANDSCAPE INSTAI I ALLEN By I ITT APPROVING AGENCY CONTRACTOR FLAT I SUPPLY I I T COINER WILD A 1 N -( e) OF R C VALUE OF THE LANDSCAPE DEBATE A 1 PER PVT IICI I WILL BE DARK La TO 30% BE INSPECTION HAS BEEN USED IF ENOUGH IS ADDED TO BRING I HE SAND CONTENT TO MORE THAN DO% OF THE TOTAI SIX COMPLETES, AND APPRAVEDBY THE OWNER OR AUTI IORIZED REPRESENTATIVE SUBSURFACE LEAKAGE KAGELINES MAY N 13 MODFYEXTREMELYRANDYSOmT. NVAWIBYADDNGORB ATERANDORDR n REDDED B ANYINAPOHILYINGRANI MATERIAL AT ALL BE REPLACED FOR THE I LUCY HOP TIE GUARANTEE PERRY CLAY LOAM UP TO FOR OF THE TOTAL MIX REPLACESENT OF PLA UP MATERIAL CHAD BE CONDUCTED AT THE F NET SUCCEEDING HE ANT INS SEASON ANY BRING AN IALL BE DISPOSED OF OFF SITE WITHENTEXCFP110N 7 FINISHED GRADING A NUESS01THESDIDECONTRACTED THE LANDSCAPE CORE FACT OR THAI L BE RESPONSIBLE FOR THE A TREES AND N PUTS AT ALL BE CONTAINED By THE CON IRNA( I OR DURING CONSTRUCT ION AND THROUGHOL I I INSTALLATION OF TOPSOIL AND 1 ITT UIAHI AT MIGHT OF FINE GRADING WITHIN THE DISIUMERNI ANNA OF IS THE 90 DAY MAINTENANCE PROOF AD THIGGLIEDIDURIN CULTIVATION WEFNINAI FyAlFRINGANDTHE SITE PREVENTATIVE TREATMENTS SHALL BE PERFORMED AS NIARSPARY TO KEEP PLANT MATERIAL IN GOOD ANGLICAN AND FREE OF SERI, I A AND HE EASE IT I APPEARED CONTRACTOR SHALL VERIFY THA 1 PUPORNARE FOR INSTALLATION OF TOPSOIL HAS ESTABLISHED ES MEET THE FINISHED CAROL PCs E A LANKA CHAT 1 UP MAINTAINED IT PEROT I WAKE RING FERTILIATI CAP LYING CIOWING F RICK ING AND OTHER HBKNEBS( "x) OPERATIONS SUCH AS COLLINS REGARDING AND RES ACTING AS REQURED TO ESTABLISH A FROND ACCEPTABLE LAND FREE OF HHOIND OR BASE AREAS AT I I ACT AND PLANTING AREAS SHALL BE SHAPED I A A ELECT I EVEN AND UNIFORM PLANE WITH No ARMED I CHANGE OF TBURFACE AD DEFRAYED WITHIN THIS SET ® 13. CLEANUP By I I I[ PROJECT ENGINEER OR BY PT ABre. A UPON THE COMPLETION OF At I I ANDSC AGE POETRY ION AND DEFEND THE FUJI AJ C EPTANCE THE CONTRACTOR SHALL REMOVE ALL UNUSED MATERIAL A EQUIPMENT AND DEBRIS FROM THE SITE All PAVED D ALL PLANNING AREAS THAI I BE GRAQD AND NNOOT ND THE PLANTING SUCH LANDING WATER SHALLL BE PERMITTED NPLAN ISO BRA B�nEBrES CMNM1]ANO» FIN A NEAT AND ACCEPTABLE corvoT TOM AS APPROVED BV THE OWNER * CONTRACTOR SHALL PROVILD A SIX INCI 1 Q I THICK MINIMUM LAYER OF I START, OR AS DIRECTED By TO A I TO At 'ORDINANCE OR CLIENT IN AT I HE AN I ING AREAS TOP SOIL SHOULD BE SPREAD OVER A PRECAST I) SURFACE IN A UNIFORKI I A PER TO ACHIEVE THE DESIRED IT(UPPAC I ED IT I ACCESS * ON AGE TOPSOIL MAY BE USED TO SUPPLEMENT FEE E TOTAL AMOUNT REQUIROD I EARTH FROM I FIG SITE MAY BE BE Fc. PER IF I I I TAB NOT BEEN PRESENT Y RFMUVLJ A I BRED AND PROTECTED PRIOR TO CONSTRU FRANC * CONTRACTOR 5HAJ I RONNIE TO THE APPROVING AGENCY AN ANALYSIS OF BOTH IMPORTED AND TRADE MODIFICATIONS AS NEEDED TO ACT ELSETUE REQUIRED LEVELSAAS NE. RBY INBTMADJUSTED LS SECTION ABOVE Es (sR ALL DEBRIS EXPOSED * ALL PLANNING AND LAWN AREAS ARE TO BE CULTIVATED TO A DEPTH OF SIX FROM EXCAVATION AND CULTIVA I ION AT FALL BE DISPOSED OF IN ACCBRICUPC WITT I NSi(QUANmIES GOLDLON A 1 mo SQUAREF000T TILLED ( INTO THE TOP FOUR INCHES HAORN TWO FnUAI 12 20 POUNDS NITRO FORM COURSgTaoa BLUE CHIT * THE CLEARING OF TOPSOIL SHALL NOT BE CONFRIC I ED UNDER MUDDY OR FROZEN CONDITIONS ADS .H PAT LAN�B PE TED TO BY DO NOT STAKE OR FOLD BURLAP AWAY FRONT 101' UP RHAP PAIRS AGO I HALL PREPARE WIDTH PLANTING I POLL 6 OR THE IC F I LEWIS 1IT - RArvNGSKLS DR OF THE ROOT BALL 4 BUILT UP EARTH SAUCER WE LINE IEVER is BROWN DOUBLE SHREDDED PREPARED SOIL FOURJ� HARDWOOD RULE BE TREES 1 PAR I PLAT HOGG I SEVERE PLANNING ADD � TO 4 PART COPH PAB ST _ GPB 'OF )NINA DINNER jIIj I IIFFL rFiii'R SUBGRAD T u- -IIIFFI- �F IIILI PREPARED SOIL BASKET IF DIG WIDE THAI 101, PAT F 1 A P,,LL 5 BE ALUE R AN NG OLE WITH FAMPED 1 AMP SOIL SAVE OFENDED BALL SET RON I BILL ON REST PAD IN BOTTOM OF EVL RGREEN TREE PLANTING DETAIL KLF ONLY TREES WE I IT GOT GAIN LEADER A SHALL BE PURCHASED CACHE PRUNR A A ILLS AT TOBYPRO RC,PEAHL TEST OR WRAP - RUNK OPOFRO, HAII PREPARECUIDTH OF NEGRI B A GT OR SET ROOT BALL FLUSH TO GREAT TWICE THE WIDTH OF A A OR APVFVAI INCHES HING BE DAN R9GREATER N PREPARED SOIL FOR I HERB - 3 THICK LAYER OF HARK LYRIC DOUBLE I PART PEAT MOSS SHREDDED HARDWOOD MULCH 1 PART COW MANURE 3 PARTS TOPSOIL --BEFORE PI ACTING ADD D 10 1 OF WELL COMPOSTR I EAVES OR UND ALL HGRA, °�� - :II' =III III- DTHEII101 6 O , I � "III L H ELOPER IRS -111 EMERGE SHALLONHOI RECOVER GREG THE TREE BEFORE AA GBAALLL FF FFI �{ FF OIDEOBACK —BE f ROOT BALL ON FIRM IT- FRESTON 1 ANY ANU ALL TWINE AT 14LL BE PAD IN AT I I ON OF HOT E DECIDUOUS UTREE PLANTINGSDETAII, LA LOCIPATTEE THEN REFERFNCF III BE AN I STALL BE FOR CONTRAINEFINGROWN RANSPLANTEDATTHE PAGE SHRUBS USEGINGER OR NURSERY PIPE PREORTO THERMORSOUTOFTHE CHILE PLANTING CAN CU�LECVV PULL READ I ANY 3 PAR I S TOPSOIL PLANTING a THICK LAYER OF UALLINGANDBUTRIEUPPING ARK 1 PART PFAI ROSS ROOTS THAT CIRCLE THE uR CONTAINER 90 L DONDT ON6 HARDBACKS BEFORE .III- D L �.. 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EXISTING SUBSOIL I ERNST RECENT BAY AND GROUND COVER PLAN FINE F CFSPCI ory ccrvrea I AN SEE LANDSCAPE GOLDEN' E FOR FOR SQUIRED SPACING D D D TYPICAI SPRIER SAY AND GROUND COVER �PBACJUX AT AVOU I PERENNIAL /'GR'OUND COVER PLANTING DETAIL NOT IOVCAIG NOTE FULL STAKING TO BE REMOVED APPLY 2 CORONA MANAGES Do NOT VRAP'RUCK IS GAJGE DR UAGEM 213 TREE HT EAS NO, GRADE PREPARED APRIL FOR FREES 1 PART PEAT MOSO UNDISTURBED ALBRADE TAKE , )It SEN O FU ONLY YREES 'A T1 ARE VAN I ORDER ALAN BE PULL FRAUD DO NOT PRUNE TREE AT PLAN I INGE UNLESS GRANTED TO BY PROJECT LANDSCAPE PRO HE I LET TREE PLANTING ON SLOPE DETAIL STRIKES SEEDING SPECIFICATIONS MIXTURE MAPRIAL M INK VARIETIES AND AT TI IS SPECIFIED (COMPARITIOUN 1 1 1 80% TEREF TYPE TALL FESCUE SPITE BS SE 1 1 TOO ANNUAL RYE OPPOSE - RATES TRANS BEED OF -5 -E. saFCF - TOON1- ANALYSIS OR2000 I REPERACRE AN FLAT 8011 ANALYSIS IS Ten woo PERFORMED - APPLE mAIA RATE OF eD LBO PER PER ACRE (3 B TRB 1, 000 MG 124 LIGHT ON DRY LIME LIQUID LIME SHOWN RE APPLIED AT A RATE OF A6 ACIDIC GALLONS PER ACRE OR LEND FOR, I IME DRY SOLE TO AANI(ERADINewT oOF ND PER ACRE IN BOAME OF INITIAL ESTABLISHMENT 125 MET AT Y STRAW NULRH SHALL RE APPLIED ALA Ol KATE OF DO I PH PER FOOD SF DO NOT 30 TH CEETHAT T COMP COVERS THE GROUND FREDOLLSHOULD BE VIRILE 2 PREEN I ION AND PREPARATION 21 A�Olt ANALYSIS SHOULD BE DISTORTED FERTILITY AND PH OF THE 5 SOIL AT I INSTALLATION AREAS SHOULD RE PREPARED TO DEPARTMENT RENAULT AERED WITHIN THE STATE WHERE THE _ WORK IS BEING PE O BANCO Jt FEDERAL LME OR DRAFT NEED FALSE HELPS BE ADDED D R PROPER PREPARATION A I AGE AT TO IF RATE RECOMMENDED ACCORDING 22 No. BERON PLAN I ING BY PLANTING TO KEEL ALL I DECADE RAIN BE OF TO TENDER AND 'HABL_ IV UNTYIE WITH THE NEW TILLAGE SPECIMEN CAN BE PERFORMED AT LAST 4 WEEKS HANDLE PLANTN CE AND AGE 2 WEEKS AFTER i IS INITIAL LL PARTNER PROCEDURE NAOEOP6IFLARGEAMOUNTS AMOUNTS OF EN N THE INSTALLEA DEBRIS ARE ION AREAS 21 Ht RT05 10 OF OF ALL FINE GRADED AND BAKER C DEBRIS PARKER 9A AREAS 10 ANTED SHOULD BE PACKER URN DEVICE TO M It IFSGERED PROCESS PAT PC RATE FR AGE EVE THE 9 R[p FRMNER9 90 ILSHOULD BE FIRMED TO 35% OF a INSTALLATION 3 1 A 1 RICH Y COMPLY WITH MINE I OBER A INSTALLATION INS OBJECTIONS AND RJECOMMENDA I IOWA CA EQUIPMBN I JOEL TO SPREAD SEED SHOULD HAVE DETERRENT EXPAND BY TO HOLD AND AGITATE SEED EVENLY IN A CYST ONE OR DROP PRO I TERM PINDROSEEDING MAY ALSO BE PERFORMED WITH THE ENGINEEREARCHITER F A APPROVAL SEED MAY NEED TO RE APPLIED AT A HALF AN I IT IN AT TERRAPINS NIGER I ANN TO ENSURE AN EVEN BARCLAYS OPSEGE) 34 BROAD LIME OR NENTI LINE CHAD OR OULD NE APPLIED TO ACIDIC, AREAS WE I IT O - A TO ASSIST THE SEED UARMINATION VEGETATION RowrR GRIND THE FIRST 90 DAYS LIQUID LIME SHOULD BE APPREL)ALA RATE RAIF0G8DRS PER ACRE aR LIERFELIZER SHOULD BE o SPREAD EVENT A OVER THE SEEDED AREAS AT THE RECOMMENDPO RATE DETERK41NLD BY THE TNT FIAL ARE GET ANNE YSIS IS AVAILABLE EVENLY APPLY A DO 12 STARTER FELL 11 BOTH AT A KATE OF 250LBS PEN RN n OF ROLLED EVENTS PAT A PREVENT SEED ROAR IRANPOF FEET SCUTRI ION TIIN T I ESTABLISHMEN I EFOLOWRm PRODUCT COLLEGE, I FEAR REALCOMMENDEATIONS WWO NATLGRT IRR GAT ON WILL NEED TO BE APPLIED TO SEEDED FRE1A URAL R ED WIN N FEELING AFTER SEED GEPMINAI ON OCCURRED AND WEEKS ARE VISIBLE THE FREQUENCY OF IRRIGATION CAN BE GUT BACK WT- I HEAVIER APPLICATION RALPH 42 REPAIR ALL BEEN WAVE LINES AND EROSION. MAA aP_ a a w �w z O� z pC1w DO A �... IF L - A REYISIOSS REV DATE 812711B COX M KVAL NOT APPROVED FOR CONSTRUCTION DATE GAMES SCALE CAN PROJECT N, GOD1 I DRAWN BY JR CEAC CI SCOPE BY ESE FENAL SITE PLAN mx- IACATION OF STTA NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY. VA BOHLER R NC I x R IS RING I8 BLACKW ELL PARK LANE, SUITE 20' WARRENTON, VIRGINIA 20166 DUMP, BUD) FDA (G1O)Nq 0321 www.BohlerEngineenng.com LTfl OF b OAN IEEE R. HINES At Lic IT 0031 J6 Q. 8/2]/15 `r SHEET TITLE LA'DS'CAPE DETAILS a.�h SLUDGE 4B l muiT BRAVO T =i DOUBLE R F BRANCH I- RATE I MAPPING FELL KB ED PAYS, OR RECYCLED TALK %%ANTE TO HOT) AND LET II ="— FREE OTC R)PT OF PREPARE NED - _ -- -- KE -,� T 2 BURLAP HALL BE RUDE D BACK TO HE A� NO LL \�SETR AD IN G OF LL D TREE PLANTING ON SLOPE DETAIL STRIKES SEEDING SPECIFICATIONS MIXTURE MAPRIAL M INK VARIETIES AND AT TI IS SPECIFIED (COMPARITIOUN 1 1 1 80% TEREF TYPE TALL FESCUE SPITE BS SE 1 1 TOO ANNUAL RYE OPPOSE - RATES TRANS BEED OF -5 -E. saFCF - TOON1- ANALYSIS OR2000 I REPERACRE AN FLAT 8011 ANALYSIS IS Ten woo PERFORMED - APPLE mAIA RATE OF eD LBO PER PER ACRE (3 B TRB 1, 000 MG 124 LIGHT ON DRY LIME LIQUID LIME SHOWN RE APPLIED AT A RATE OF A6 ACIDIC GALLONS PER ACRE OR LEND FOR, I IME DRY SOLE TO AANI(ERADINewT oOF ND PER ACRE IN BOAME OF INITIAL ESTABLISHMENT 125 MET AT Y STRAW NULRH SHALL RE APPLIED ALA Ol KATE OF DO I PH PER FOOD SF DO NOT 30 TH CEETHAT T COMP COVERS THE GROUND FREDOLLSHOULD BE VIRILE 2 PREEN I ION AND PREPARATION 21 A�Olt ANALYSIS SHOULD BE DISTORTED FERTILITY AND PH OF THE 5 SOIL AT I INSTALLATION AREAS SHOULD RE PREPARED TO DEPARTMENT RENAULT AERED WITHIN THE STATE WHERE THE _ WORK IS BEING PE O BANCO Jt FEDERAL LME OR DRAFT NEED FALSE HELPS BE ADDED D R PROPER PREPARATION A I AGE AT TO IF RATE RECOMMENDED ACCORDING 22 No. BERON PLAN I ING BY PLANTING TO KEEL ALL I DECADE RAIN BE OF TO TENDER AND 'HABL_ IV UNTYIE WITH THE NEW TILLAGE SPECIMEN CAN BE PERFORMED AT LAST 4 WEEKS HANDLE PLANTN CE AND AGE 2 WEEKS AFTER i IS INITIAL LL PARTNER PROCEDURE NAOEOP6IFLARGEAMOUNTS AMOUNTS OF EN N THE INSTALLEA DEBRIS ARE ION AREAS 21 Ht RT05 10 OF OF ALL FINE GRADED AND BAKER C DEBRIS PARKER 9A AREAS 10 ANTED SHOULD BE PACKER URN DEVICE TO M It IFSGERED PROCESS PAT PC RATE FR AGE EVE THE 9 R[p FRMNER9 90 ILSHOULD BE FIRMED TO 35% OF a INSTALLATION 3 1 A 1 RICH Y COMPLY WITH MINE I OBER A INSTALLATION INS OBJECTIONS AND RJECOMMENDA I IOWA CA EQUIPMBN I JOEL TO SPREAD SEED SHOULD HAVE DETERRENT EXPAND BY TO HOLD AND AGITATE SEED EVENLY IN A CYST ONE OR DROP PRO I TERM PINDROSEEDING MAY ALSO BE PERFORMED WITH THE ENGINEEREARCHITER F A APPROVAL SEED MAY NEED TO RE APPLIED AT A HALF AN I IT IN AT TERRAPINS NIGER I ANN TO ENSURE AN EVEN BARCLAYS OPSEGE) 34 BROAD LIME OR NENTI LINE CHAD OR OULD NE APPLIED TO ACIDIC, AREAS WE I IT O - A TO ASSIST THE SEED UARMINATION VEGETATION RowrR GRIND THE FIRST 90 DAYS LIQUID LIME SHOULD BE APPREL)ALA RATE RAIF0G8DRS PER ACRE aR LIERFELIZER SHOULD BE o SPREAD EVENT A OVER THE SEEDED AREAS AT THE RECOMMENDPO RATE DETERK41NLD BY THE TNT FIAL ARE GET ANNE YSIS IS AVAILABLE EVENLY APPLY A DO 12 STARTER FELL 11 BOTH AT A KATE OF 250LBS PEN RN n OF ROLLED EVENTS PAT A PREVENT SEED ROAR IRANPOF FEET SCUTRI ION TIIN T I ESTABLISHMEN I EFOLOWRm PRODUCT COLLEGE, I FEAR REALCOMMENDEATIONS WWO NATLGRT IRR GAT ON WILL NEED TO BE APPLIED TO SEEDED FRE1A URAL R ED WIN N FEELING AFTER SEED GEPMINAI ON OCCURRED AND WEEKS ARE VISIBLE THE FREQUENCY OF IRRIGATION CAN BE GUT BACK WT- I HEAVIER APPLICATION RALPH 42 REPAIR ALL BEEN WAVE LINES AND EROSION. MAA aP_ a a w �w z O� z pC1w DO A �... IF L - A REYISIOSS REV DATE 812711B COX M KVAL NOT APPROVED FOR CONSTRUCTION DATE GAMES SCALE CAN PROJECT N, GOD1 I DRAWN BY JR CEAC CI SCOPE BY ESE FENAL SITE PLAN mx- IACATION OF STTA NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY. VA BOHLER R NC I x R IS RING I8 BLACKW ELL PARK LANE, SUITE 20' WARRENTON, VIRGINIA 20166 DUMP, BUD) FDA (G1O)Nq 0321 www.BohlerEngineenng.com LTfl OF b OAN IEEE R. HINES At Lic IT 0031 J6 Q. 8/2]/15 `r SHEET TITLE LA'DS'CAPE DETAILS a.�h SLUDGE 4B RC 2. EACH OUTDOOR WMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINANCE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE -HALF FOOTCANDLES. 3 . PROPOSED LIGHT REQUIRES HOUSE SIDE SHIELD. W z _ g$ �W x z IT �m s= REVISICLAS H�V JAIE COMMENT BY 31 COMMENTS DAI NOT APPROVED FOR CONSTRUCTION POL( 11 NI, V122001 )AVON BY JLECBG PHECKED BY CUT PAT 022D,15 SCONLE AS NOTED PROJECT FINAL SITE PLAN FOR — PHNSE PI LOCATION OF 811E NORTH OF 1 -64 BETWEEN ETCH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER I Rry OINEERINc 28 BLAGKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20188 0 (,540) 34q OOG axn� POR34YO321 ww.BohlerEngineenng.com U DANIEL R. HINES 7. 'q US N0. U431 ]fi 8/2]/15 8$ /�i1AL� SHEKT KL'Y LIGETIOXG PLAIN I ,t\xz NT15 C 8 i 1 - TO 11 TOP at 'i OF L a , lk 0 < �L, r 1A A FtOCII r \+ _ CYl FIN ITT VVA V V L.A LAG OIL \ \JI FF Iv I �> TO NDF \1 ~ A AT s< � WEOMANS 140,900 SF HEIGHT =40' WITH BY TOWER ELEMENT FEE = 430.00 IT /v OF �T IF u' _ e i �Y- �. ILL w " S. IF FF AFT a4 3509] SOU A LHITA OF DItTILLAOCE MOOR TENANT S SPRINKLERED BLDG. 200 49,]9U SF FFE= 428.6] FF.��� III A F / FEET L 6228_W —vW b[�- 40 20 10 0 40 NOTES 1. SEE LINE TABLE ON SHEET 28 FOR PROPERTY LINE BEARINGS AND i DISTANCES , ' 2 EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR B MORE INITIALR SHIELDED SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE REFLECT LIGHT AWAY ARRANGED OR STRICTS AND AWAY FROM A ADJOINING B m vI RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND 48N F PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLES -- -'ice- - - -� 3 PROPOSED LIGHT REQUIRES HOUSE SIDE SHIELD. SHEET KEY �1 z - wlz FEI 1 OF F� z LW On O z �W = t _ REVISIONS REV )AIL SNMMFNI AY 1 7,16 13 PER COUNTY FIT 2 &2705 FOR APPROVAL DEL NOT ART DATE APPROVED FOR CONSTRUCTION A Al F AS NOTED PROTECT NO V1220011 I BRAD By JLTGR2, CHECKED Ii+INAL SITE PLAN roa STHT STREET DT iTI0N OVERALL PEASE llI LOCATION OF LIFE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER FYP DANIEL R. HINES Lie No 043176 6/2]/15 LIGH'1CING IBLAN 11 SHILET � `2 LI.,RFR � J$ � i 1 - TO 11 TOP at 'i OF L a , lk 0 < �L, r 1A A FtOCII r \+ _ CYl FIN ITT VVA V V L.A LAG OIL \ \JI FF Iv I �> TO NDF \1 ~ A AT s< � WEOMANS 140,900 SF HEIGHT =40' WITH BY TOWER ELEMENT FEE = 430.00 IT /v OF �T IF u' _ e i �Y- �. ILL w " S. IF FF AFT a4 3509] SOU A LHITA OF DItTILLAOCE MOOR TENANT S SPRINKLERED BLDG. 200 49,]9U SF FFE= 428.6] FF.��� III A F / FEET L 6228_W —vW b[�- 40 20 10 0 40 NOTES 1. SEE LINE TABLE ON SHEET 28 FOR PROPERTY LINE BEARINGS AND i DISTANCES , ' 2 EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR B MORE INITIALR SHIELDED SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE REFLECT LIGHT AWAY ARRANGED OR STRICTS AND AWAY FROM A ADJOINING B m vI RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND 48N F PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLES -- -'ice- - - -� 3 PROPOSED LIGHT REQUIRES HOUSE SIDE SHIELD. SHEET KEY �1 z - wlz FEI 1 OF F� z LW On O z �W = t _ REVISIONS REV )AIL SNMMFNI AY 1 7,16 13 PER COUNTY FIT 2 &2705 FOR APPROVAL DEL NOT ART DATE APPROVED FOR CONSTRUCTION A Al F AS NOTED PROTECT NO V1220011 I BRAD By JLTGR2, CHECKED Ii+INAL SITE PLAN roa STHT STREET DT iTI0N OVERALL PEASE llI LOCATION OF LIFE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER FYP DANIEL R. HINES Lie No 043176 6/2]/15 LIGH'1CING IBLAN 11 SHILET � `2 LI.,RFR 1 - TO 11 TOP at 'i OF L a , lk 0 < �L, r 1A A FtOCII r \+ _ CYl FIN ITT VVA V V L.A LAG OIL \ \JI FF Iv I �> TO NDF \1 ~ A AT s< � WEOMANS 140,900 SF HEIGHT =40' WITH BY TOWER ELEMENT FEE = 430.00 IT /v OF �T IF u' _ e i �Y- �. ILL w " S. IF FF AFT a4 3509] SOU A LHITA OF DItTILLAOCE MOOR TENANT S SPRINKLERED BLDG. 200 49,]9U SF FFE= 428.6] FF.��� III A F / FEET L 6228_W —vW b[�- 40 20 10 0 40 NOTES 1. SEE LINE TABLE ON SHEET 28 FOR PROPERTY LINE BEARINGS AND i DISTANCES , ' 2 EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR B MORE INITIALR SHIELDED SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE REFLECT LIGHT AWAY ARRANGED OR STRICTS AND AWAY FROM A ADJOINING B m vI RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND 48N F PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLES -- -'ice- - - -� 3 PROPOSED LIGHT REQUIRES HOUSE SIDE SHIELD. SHEET KEY �1 z - wlz FEI 1 OF F� z LW On O z �W = t _ REVISIONS REV )AIL SNMMFNI AY 1 7,16 13 PER COUNTY FIT 2 &2705 FOR APPROVAL DEL NOT ART DATE APPROVED FOR CONSTRUCTION A Al F AS NOTED PROTECT NO V1220011 I BRAD By JLTGR2, CHECKED Ii+INAL SITE PLAN roa STHT STREET DT iTI0N OVERALL PEASE llI LOCATION OF LIFE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER FYP DANIEL R. HINES Lie No 043176 6/2]/15 LIGH'1CING IBLAN 11 SHILET � `2 LI.,RFR _ e i �Y- �. ILL w " S. IF FF AFT a4 3509] SOU A LHITA OF DItTILLAOCE MOOR TENANT S SPRINKLERED BLDG. 200 49,]9U SF FFE= 428.6] FF.��� III A F / FEET L 6228_W —vW b[�- 40 20 10 0 40 NOTES 1. SEE LINE TABLE ON SHEET 28 FOR PROPERTY LINE BEARINGS AND i DISTANCES , ' 2 EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR B MORE INITIALR SHIELDED SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE REFLECT LIGHT AWAY ARRANGED OR STRICTS AND AWAY FROM A ADJOINING B m vI RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND 48N F PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLES -- -'ice- - - -� 3 PROPOSED LIGHT REQUIRES HOUSE SIDE SHIELD. SHEET KEY �1 z - wlz FEI 1 OF F� z LW On O z �W = t _ REVISIONS REV )AIL SNMMFNI AY 1 7,16 13 PER COUNTY FIT 2 &2705 FOR APPROVAL DEL NOT ART DATE APPROVED FOR CONSTRUCTION A Al F AS NOTED PROTECT NO V1220011 I BRAD By JLTGR2, CHECKED Ii+INAL SITE PLAN roa STHT STREET DT iTI0N OVERALL PEASE llI LOCATION OF LIFE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER FYP DANIEL R. HINES Lie No 043176 6/2]/15 LIGH'1CING IBLAN 11 SHILET � `2 LI.,RFR SHEET KEY �1 z - wlz FEI 1 OF F� z LW On O z �W = t _ REVISIONS REV )AIL SNMMFNI AY 1 7,16 13 PER COUNTY FIT 2 &2705 FOR APPROVAL DEL NOT ART DATE APPROVED FOR CONSTRUCTION A Al F AS NOTED PROTECT NO V1220011 I BRAD By JLTGR2, CHECKED Ii+INAL SITE PLAN roa STHT STREET DT iTI0N OVERALL PEASE llI LOCATION OF LIFE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER FYP DANIEL R. HINES Lie No 043176 6/2]/15 LIGH'1CING IBLAN 11 SHILET � `2 LI.,RFR NOT ART DATE APPROVED FOR CONSTRUCTION A Al F AS NOTED PROTECT NO V1220011 I BRAD By JLTGR2, CHECKED Ii+INAL SITE PLAN roa STHT STREET DT iTI0N OVERALL PEASE llI LOCATION OF LIFE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER FYP DANIEL R. HINES Lie No 043176 6/2]/15 LIGH'1CING IBLAN 11 SHILET � `2 LI.,RFR 40 20 10 0 "iINI1 1 -4o' NOTES 1. BEE LINE TABLE ON SHEET 28 FOR PROPERTY LINE BEARINGS AND � c SIiEET EiI'Y DISTANCES. 2. EACH OUTDOOR LUMINAI RE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR ER,y © /Q0.s _- MORE INITIAL W MENDS SHALL BE A FULL CUTOFF LUMINAI RE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING B - -' RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE °al- -�`�I- p SPILLOVER OF LIGHTING FROM LUMINAIRESONTO PUBLIC ROADS AND L A p PROPERTY IN RESIDENTIALOR RURALAREAS ZONINGGSTRIOTS SHALL NOT L'--`3 H'" EXCEED ONE -HALF FOOTCANDLES 3 . PROPOSED LIGHT REQUIRES HOUSE SIDE SHIELD - -- — o °w W A .: A ONO W z M� z REVISIONS HV DATE CURRENT BY COMMENTS 2 A27115 FAR APPROVAL DAN rn TI IT TO VARNA YTATIS LEE. RENO I NATION 8) ON 1 800 OR 1845 LA OD 212 1 A, VA I NOD 552 POR RE AR 257 777714D 1 AN MY 855 NOT APPROVED FOR CONSTRUCTION PROJECT H, V12200 OHOOKFO BY A F] IN( A J AS NOTED CAR 1 0 ELL PROJECT FINAL 91TE PLAN FOR 5TH STREET STATION OVERALL, PHASE IT LocATION OF BITr NORTH OF I -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER ENGLN EEBLNG LACKWELL PARK LANE,: WARRENTON, VIRGINIA 21 Ph... (540) 349 4500 DANIEL R. HINES TO NO 043176 �.- 8127/15 _. FINN PLAN LUMINAIRE SCHEDULE 5TH STREET STATION ALBEMARLE COUNTY, VA PM SCOTTLINDELOW PLEASE CONTACT US FOR PRICING AT SLINDELOW @SAVANTENG COM SYMBOL CITY LABEL TUBERS LEE 1 000 DESCRIPTION AMERICAN -AME 2-T3 40OPS HAS 20 MOUNTING HEIGHT Mal 20 HC 44000 910 96 HE 44000 1 000 AMERICAN AGE 2 T540OPS 20 MOUNTING HElGHT AMR 61 SO 4622 1 000 VISIONES RE ADS I TO 48L4000K 700MA 20 MOUNTING HEIGHT AMERICAN AME 2 IT TGE 72LC-3 UK 20 MOUNTING HEIGHT 169 00 NA NA 5 TRY 11975 1 000 CAI Cl 1. AT ION SUMAIARY LABEL UNITS AVG MAX MIN AVM/MIA MAX /MIN PTSPCLR RETREATS OVERALL PARKING SUMMARY PC 4.6 17.0 0.0 11.05 4300 15 1b OVERALL REAR SUMMARY FC 306 169 00 NA NA HHn o PROPERTY LINE SUMMARY FC 001 02 0.0 NA NA 13 NA. WBII BCINICE '4 I ) ARS -1 Mr/Hi'"oa, & TINI011s DID P'ti a, Hi SUES 8UPERSTS > a a E _.X A A Wh. CYl l C DOW, o, .M1iTMa1�1,"Es a:..n ,..w 44 U OW D6 Ths, RAW AN END, Iii om Boss', hasnovions G XU AvEr, R, OR AUED 11 Aft, labs AD IT, R, USHr nOr aUDA (CAUSE uu.�9 YET gA on- Is w a - .... W >' ° F+� z III O 'F v P3 Rn m z €-a �1 W€ an So no aE REVISIOS"9 I DATE CONSENT BY .1.. I RIESS SIBRES 1 Irva 1 nt 1 530 SIGNS 480 (N) entl Ift nL- 11ac (N (60Kf 01 W HHn o T(13111 ( (WK) M'0" ( ARS 2 I [42LV I Iel _ G'M Aeiui3 duttBox 48 (GT{ (AC81 FBI SI sn MMC aO Mollp,AR mr V .i t8L1 (M51 L EmBUAUq i%�aa 'ad SU 9a p Pad4 Rican (CGI AN i"A A, 1ky bw groan HE " ii w :9s USSR em UP o nBo 9'T.n9I,m9 z o xre 9n RAT , gA on- Is w a - .... W >' ° F+� z III O 'F v P3 Rn m z €-a �1 W€ an So no aE REVISIOS"9 0 REV DATE CONSENT BY 1 12tl'S RIESS PER COUNTY FOR APPROVAI ART RUN NOT APPROVED FOR CONSTRUCTION FV)BCrNN V122001 CHICKED BY I !HIT PAY 0i CCRUE CIA FINAL SITE PLAN OR STHSTREET >TATION OVERAL] PHASE dP LOCAL on O! 'C I I NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLENG IN BLACKW ELL PARK LANE, SUITE 20' WARRENTON VIRGINIA 20186 1a 49)3494509 ar Fm (510)3490321 .BohlerEngmeetlng Boom Y X pF DANIEL RHINE S T UP N0]6 31]6 / 15 02U I am /e . ' LIGHTING DETAILS HALL lka.ii9LK 16 O AN AUP "� A i1BO FFE l� I s 2a Ba 81205E 4 50 _ i � - a -.N y�� ILI 44 ti L ci.I k1 �' I. WEGMGSJ .z -IAB� -- D -- _- �T - - ..�. hr -- -"- -- ='i�z O- �4 rL tl P� GET OR TENANT -SPRINKLERED IIVII BLDG 200 RINKLEFT 49 ]90 SF u C — EFE =42667 1 \� _ Tp 6 x AS _ eT AWE GD S � MAJOR TENANT AAJORTENANTE SPRINKLERED SPRINKLE RED - MAJORTENANTC BLDG. 400 BLDG 500 SPRINKLERED 1 B0209P BLOC am ESE FE-42 4z4 0 0 EEE 42z oo 50,512 BE IF I EEE 4zs.00 � �I 'R�sII V� I EA IT ITT ME 40 20 0 80 COMMENT PER COUNTY ACCIDENT A BY GET 7 &GAME FOR APPROVAL CAN STANDARD GORDON 41TH AN STANDARD WORL)INC, WITH AN S I ASHLAND WORDING WITH NO ARROW AT GO I I ED EVEN ING TO ARROW A f HE 1 1 OPA POIN I INU 10 ARROW TWO SIGNS BACK TO THE RIGHT ONE SIGN BOUGHT) THE LEE I ONE SIGN NOUN I ED BACK MOUNTED PERPENI A PARALLEL TO THE I IRE OF PARALLEL TE THE I BE OF 10 1 FIG LINE OF CORBIN' OR CURBING OR PAVEMENT EDGE AT CURBING OR PAVEMENT EDGE A I PAVEMENT EDGE END BE PAINTED AREA END BE PAIN LED AREA SOURCE SPECIFICATIONS 2 RED LETTERS ON REFLECTIVE WHITE BACKGROUND WITT I AM RED TRIM STRIP AROUND ENTIRE ON I ER EDGE OF SIGN 3 LETTERING ON SIGN TO BE NO PARKING OR STANDING FIRE LANE A NO PARKING AND STANDING 2 c FIRE LANE 2 112 D ARROWS 1 ON ABLE FPS T EPTH SOLID HFAL) 1 19 WIDE AND 2 UELP 5 JCNS ARE TO HE BEGUN I ED 6 FROM GOAL IND SURFACE TO THE NO I T Go OF TI IC SIGN UNLESS OTHERW19F REBATES By I HE I IRE OFFICIAL 6 FOR I b FOR SIGNS Sol GO REST PRED 9HALL BE MET AT AND BLODGETT MOUNTED UNLESS WRITTEN PERMISSION FOR ALTERNATIVES IS OBTAINED FROM TI IF FIRE OFFICIAL PRIOR TO INSTAL I ROPER SIGNS SHOULD HE SPACED AS REQUIRED By REGULATIONS A80VE AND AS SI IOWN 09 THE APPROVED GTE PLAN 7 OU BE SPECIAL SIGNS JAY BE ALLOWED IF APPROVED IN ADVANCE By THE FIRE OFFICIAL EIRE LANE 81GNAGE NO TOGGLE CURB (PAINTED TOP ) O= PAVEMENT (STRIPING) _ OR EDGE � VO PARKING FIRE LANE MIN ELLOILY STRIPING ISLE NOTE 43 nemv FOR TYPICAL WIDTH) NOTES 1 1 HE NO PARKING FIRE LANE N SHALL 2 LETTERING 91ZE - LL BE ° N ¢mTtwu UMP ANO o OCAT BETWEEN FIRE mOUREAND a STRIPING SHALL BE AS FOLLOWS BIAGI CURBING FOR CURB AND GUTTER PAVEMENT LOCATED I FROM THE ED ED UP I PIE CURB ALONG A ITH I HE CURD FACE ACT TOP FAINTED B A AD STRIPING FOR PAVEMFNT A I I PON I CURB AND GO I TER LOCATED 3 FROM EDGE OF PAVEMENT AND ALONG THE EDGE OF GAVESION 1 4 YELLOW BEAT HIGHWAY GRAME PAINT SI IALL BE USED ON ALL STRIPING AMP I 'TTERING FIRL. LANE, LAYOU'I'tiN D MARKINGS s: rR rJ s® I SIT, E'd 3F 52 I If IT 6rs F5 91 A. AT REVISIONS REV 1 OAT[ TIBIA COMMENT PER COUNTY ACCIDENT A BY GET 7 &GAME FOR APPROVAL CAN NOTAPPROVED FOR CONSTRUCTION J PRO AT No A PROJECT FINAL SITE PLAN m1x 5 ll H STREET 3TA IONi ONTRALT. PHASE dI LOCATION OF SITE NORTH OF 1 -54 BETWEEN 51FH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER R N G 1 N Y E B1 N 8 BLACKW ELL PARK LANE, SUITE 201 WARRENTON VIRGINIA 20186 (140) 949.4500 FAA (540)A90021 DANIEL R. HINES No No 043176 N 8/2]/15 WI FIRELANE PLAN? NUMBER 1 1 COD 1 �HI AREA y � M• �E AREA 5 1A 1 k i AREA !4 A' DEBT. 4G3 1800 4 388 8 SF ]DD ae� 1 o 10,060 SF FFE =416, 50. N( � � it ,1 MAJOR TENANT - -- - - - -- SPRINKLERED BLDG. 2000 .\ 14,410 SF FFE -41850 rIr PC �� -- - - ZE - _ AD ro 2 ao5 F SPRILJKLER ED BL G 900 ° 1 13.400 BE I I I I FFE442050 1 1 3y i I I I I I I — -- —:� EDGES PkiNKLE KLERED Tj � • BLDG. 1000 - -- BF a _il 422 50 % _ rS IT- L �c fp Oil cDdb AREA D lb cm �Y PO N.A,C ~ ME A TIQU]LINE e SHEET 4 ITTI s A DO EA z ZED ,A JYo w w �w - - x z 0~ pq zA RIO AJ w HR REN 13101S 7 32715 FORAPPROVAL HAD NOT APPROVED FOR CONSTRUCTION PROJECT PROJECT N, V12201 DRAWN RV JLCC Ar CHECKED BY IT DATE 02,20,15 3] SC AR L 1 10 INAL SITE PLAN] OUR— PHASE dI LRCk IONOPSTTE NORTH OF I -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY. VA BOHLER 11 E AG I N E E E[NG 8 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 PhKA (540) 340 4500 JAY BRA 349 0321 DANIEL R. HINES ED Na.043176 'N. 8127/15 _ EROSION AND SEDIMENT CONTROL PHASE III AU 20E 40 20 10 0 DO , -4o' NOTES: 1. SEE LINE TABLE ON SHEET 2B FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. SEE SHEET 19 FOR EROSION AND SEDIMENT CONTROL LEGEND. C BHEETKEY YEZ % z = w'w All T R g; �'HF ♦���♦ qd z W n a REVISIONS REV DATE COMMENT By I (11b,13 PER COUNTY COMRIHNIC DRIH 2 &BRAS FOR APPROVAL FELL NOT APPROVED FOR CONSTRUCTION PROJECT OF Vl 22001 DRAWN PC JLA(T( DATE CAOCA CAD I D CST VEINAL SITE PLAN LOCd]'mV 01 VICE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY. VA w BOHLERII - -- BNGINEEBINC 8 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20166 P, .... e'. sm)CO3S00 Fec 5401349 0321 V DANIELR.HINES To No 043176 O 8/9/15 P9 to• SHEET TITLE EROSION AND SEDIAME"a T CONTROL ]PHASE III NUMBITR s 20F Of / @, \/LRI COUN9YOI ALBF\SdRi.F. -- Bcparhn fC l Uvcl ^p ^e ^t 401 fI Wave C uel Vacant, 229@4594 PM1 ^m (Ui 96 Sei I'v (titj>'4136 !1 - - 9ep'ePE'a Lm 2010 alone W. Long CIO N /Iliams Mullen 32 EM -'. Stree[, Suite 409 CEa E,MEvStreet Suite RE MAR Tax Map ]6M1 Peme152A Lou and 4A Tax Map y], Parcel IIF p 502910090935 "Street Avon Center Parking Structure Tax Map'l6Mt. Parcels 2A, 2B and WE Door ILong The Board of SUpervsom took the fatinI g actions on Ne above noted petitions attheir September - g 1z, mtz meeting : ReaardenZMATH THE 91 AmedpCe lsto( nee RD SO approve, app c'1vo^ planar 3 Ce elm br The prblem datetlSep tei3r420.SCaphteattache9pplar 6:0, in WNeM `: the foeelopetl problem fromeweptenbea 2912 't -tai tl pal ti pal uments of lbe future anent f rk due peA ts(81 9iZ Please rak to These documents far any future appfcafons and re9ue9 on NS PmPO.W - R aN oyavot -ofII Approved, Few ef,L aN.hatolloving condition. 1 opesae 1 permit 00Pmeal shall not ezp re but x1911 relhalt teffect so long as Na ppplova'ot TMA 4909-00001 remains 'n a(kei addition the 8oaN of 9epervaorsa approved vote ppmw y a vo a spatial exception top a IXgvdl slopes wa4en PIT be advised that although the Albemarle County Board of Supervsars took action on the profect noted above no uses on the property as approved above may lawfully begin unEl all applicable approvals have been received and conditions have but met, TXs- ncludes. • compicame, with applicable PROFFERS • compliance wllh conditions of A SPECIAL USE PERMIT; • approval of and compliance with COMPLIANCE CECLEARA; and • apprcvdl O faZONING COMPLIANCE CLEARANCE Ylfihs n W.vre PROFFER 6'Id1EM1IPNT D 1 tbt4 p El tl DAVID 001 °'. t 'e 1 hrP. dI a1.It OI) IIDOG161d1- 110.111W02B00r CI A111 dCTdF q L 11 6 9 ID F V_ b I New ALL y/ W- dl 1 p d H Id 11 .' 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RE J" 1 f:b SELI lurk -1 "Le 11 JI f - f ILA alt I 1 yr "do he 1 l Obi .... u O ( Cdl Jy -'I tlC h�]O dyv'f "tlF1 yon II Agoombil 1LIVELANCI 1 't .... n, lon t way to, I IXJI RIA kl -cut 11 1 FLOOD .1 11,11med f h 1 LI %NIL OFFICE Link by ,none war,, F O/ IIIIIIIIIIIIIIALI livoll"I'Volattlyellourent ad ll T P rytb G Ili tl OIL [ 1' _ 0 h b too role o V. Vw p.evto .1 'r,Nl 4rl nllb cm yPee ITOOVUd LO 6n W z W y Fi H 0 Z MM W W 1�1 `s k 3 FIVE SO SAFFIREFER, n er Be Ra An r 63 , Ve ^ AT 3 d Al F FT ., �' 3i C C 9 a _ Ri:1:ICIIXV5 REV MEN; BY _ 2 'ELMS _A.__. Ian ✓ ✓NC tall DEL pRH - CIA LOO IS? 7001 (F D SO 257 7777 %r 1 SOD 282 Sell, If you have sialit00e Oroomme9ts reaming the above Rated arrive, plaaae do not hesitate to NOT APPROVED FOR contact Robe rou Ragsdale at 296 5832. CONSTRUCTION $IncerNR 1 Q 1 v bl" [. 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(ALP LNw PmilhER DNm I X6 /Id AVON HO .DINGS, LLC I VrWrial vd l' LWry MONACO) yal Islill Illy M1 g, ILL Vi; Py' IN, it, By Corn Ql rbaw,Pres dent DNrc_ gl6/Q 10 RIP A II A is w z c s IT �w = IT HIP 0 IT x z If I IT �l w N c IT lil;VI5101V5 ELI I)ATF CEOMENT 3y NwAENTS tIA 1 MY 552 7001 CD IN 257 7777) IT 1 AN 11185551 NOT APPROVED FOR CONSTRUCTION [PROTECT IN V1220( 1 )MARAN NO ELITE HIC7KNE RY I Fi] CAD I SRI HNNI, SITE PL APB -TOR 5TH STREET 3TATI0N ONCERALL PEASE 11 LOCATION OF SIIE NORTH OF 1 -64 BETWEEN RICH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER E N G I N I E NI N BLACKWELL PARK LANE, SUITE WARRENTON, VIRGINIA 30106 Phone. (540) 3494560 I,, bay) III HAITI DANIEL R. HINES Lla. No 043176 p- 8/27115 APPROVED PROFFERS SHELTNTNER OA,4 21B PROFFER ANALYSIS 1. ROADIMPROVEMENTS A, BENT CREEK ROAD AND FIFTH STREET INTERSECTION A ROAD IMPROVEMENT PLAN WAS PREPARED AND APPROVED FOR THE BENT CREEK ROAD AND FIFTH STREET INTERSECTION IMPROVEMENTS BY THE CITY OF CHARLOTTESVILLE TI IT REQUIRED SIGNAL AND LANE IMPROVEMENTS AT THE INTERSECTION WILL BE CONSTRUCTED PRIOR TO THE ISSUANCE OF APPROVAL OF THE FIRST CERTIFICATE OF OCCUPANCY FOR i11E PROPERTY B. BENT CREEK ROAD BRIDGE HE BRIDGE CROSSING FOR BENT CREEK ROAD OVER MOORE'A CREEK HAS BEEN EVALUATED. IT HAS BEEN DETERMINED THAT BOTH ABUTMENTS WILL REQUIRE REPLACEMENT. AS SUCH, ANEW ABUTMENT WILL BE CONSTRUCTED APPROXIMATELY 15 BEHIND THE CURRENT ABUTMENT ON THE EAST SIDE AND THE EXISTING SHALL BE REMOVED. TI IE ABUTMENT ON THE WEST SIDE OF THE CREEK SHALL BE REPLACED TO ACCOMMODATE THE NECESSARY ADDITIONAL LANES AND SHAREDUSEPATH ALONG WITH THESE IMPROVEMENTS, THE BRIDGE DECKING AND BEAMS SHALL BE REPLACED BRIDGE PLANS DETAILING THIS WORK WERE SUBMITTED TO AND APPROVED BY VD(C C. BENT CREEK PARKWAY FROM BENT CREEK ROAD TO AVON STREET EXCLUDING THE LANDFILL SEGMENT( A SEPARATE ROAD IMVROVEMENT PLAN WAS SUBMITTED WHICH PROPOSES DENT CREEK PARKWAY AS A TWO LANE ROAD WITH TURN LANES FROM BENT CREEK ROAD TO AVON STREET WITHIN A 79 FOOT RIGHT -0F WAY / RIGHT OF WAY RESERVATION THIS AREA IS SUFFICIENT FOR A FUTURE EXPANSION TO FOUR LANES. CURB AND GUTTER IS PROPOSED FOR THE ENTIRETY OF THE ROAD. BENT CREEK PARKWAY WILL BE CONSTRUCTED BONDED, AND READY TO BE RECOMMENDED FOR ACCEPTANCE INTO THE PUBLIC ROADWAY SYSTEM AND R WILL BE DETERMINED THAT THE ROADWAY IS SAFE AND CONVENIENT FOR TRAFFIC PRIOR TO ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY W ITHIN THE PROPER FY. ONCE THIS IS DONE AND WITHIN GO DAYS AFTER THE WRITTEN REQUEST FROM THE COO GUY, TI IE OWNER WILL DEDICATE THIS PORTION OF BENT CREEK PARKWAY AS A PUBLIC ROAD INTO THE VDOT MAINTENANCE SYSTEM. THIS PORTION OF BENT CREEK PARKWAY WILL BE OFFSET TO THE DEVELOPMENT S1DE OF THE PROPERTY FROM THE CENTERLINE OF THE RIGHT OF WAY. D. BENT CREEK PARKWAY; LANDFILL SEGMENT 1. STATUS OF LANDFILL SEGMENT THE PORTION OF BENT CREEK PARKWAY ON THE LANDFILL SEGMENT IS PROPOSED A SEPARATE ROAD IMPROVEMENT PLAN. 11 IS AGREED THAT THE PORTION ACROSS THE LANDFILL WILL BE PRIVATELY MAINTAINED. A RIGHT OF WAY RESERVATION AREA HAS BEEN SHOWN FOR THIS STRETCH OF ROADWAY, THE EASEMENTS WILL BE RESERVED ACROSS THE LANDFILL SEGMENT FOR FUTURE DEDICATION TO THE COUNTY AT THE COUNTY'S REQUEST AND IN THE COUNTY'S SOLE OSCRETION. 2. DESIGN BENT CREEK PARKWAY ON THE LANDFILL SEGMENT HAS THE SAME PROPOSED RIGI IT OF WAY WIDTH OF 0 FEET AS THE DEVELOPMENT PARCEL. THIS PORTION OF THE ROAD WILL BE CENTERED WITHIN THE RIGHT OF WAY 3. CONSTRUCTION AND METHOD OF CONSTRUCTION THE PORTION OF BENT C. SEEK PARKWAY ON T'HE LANDFILL SEGMENT IS PROPOSED TO BE TOTALLY IN FILL SO NO CUT IS ANTICIPATED ON THIS SEGMENT WHAT COULD CHANGE THE EXISTING LANDFILL. THE OWNER WILL OF FAIN APPROVAL OF THE METHOD OF CONSTRUCTION FOR TH 15 PORTION OF BENT CREEK PARKWAY FROM DEB AS AN ELEMENT OF THE APPROVED TVNOFILL WORK PLAN PRIOR TO APPROVAL OF THE ROAD IMPROVEMENT PLAN 4. MAINTENANCE THE OWNER WILL COORDINATE WITH IT E COUNTY DIRECT OR OF COMMUNITY DEVELOPMENT AND COUNTY ATTORNEY TO OBTAIN APPROVAL OF A RECORDABLE INSTRUMENT PROVIDING FOR THE PENCE I' JAI. MAINTENANCE BY THE OWNER OF THE LANDFILL SEGMENT OF BENT CREEK PARKWAY, SUBJECT TO THE DEDICATION AND ACCEPTANCE OF T'HE LANDFILL SEGMENT AS PUBLIC RIGHT -OF -WAY THIS MAIM ENANCE RED RUMENT WILL BE IN A FORM AND BE OF A SO BELABOR THAT IS APPROVED BY THE DIRECTOR OF COMMUNITY DEVELOPMENT AND BY THE COUNTY ATTORNEY. S. COMPLETION THE PORTION OF BENT CREEK PARKWAY ON THE LANDFILL SEGMENT WILL BE CONSTRUCTED AND BONDED AND THE COUNTY ENGINEER WILL DETERMINE THAT THE ROADWAY IB SAFE AND CONVENIENT FOR TRAFFIC PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY FOR THE FIRST BUILDING WITHIN TI IE PROPERTY - A REMEDIATION AND REOPENING IN THE EVENT OF CLOSURE ACKNOWLEDGED, THE OWNER SHALL COMPLY WITH THIS PROFFER IN THE EVENT OF ROADWAY CLOSURE OVER THE LANDFILL ]. COUNTY '5 ACCEPTANCE NOTED. THE COUNTYS ACCEPTANCE OF THIS PROFFER STATEMENT DOES NOT CONFER ANY APPROVAL OF SPECIAL USE PERMITS E. AVON STREET IMPROVEMENTS THE OWNER WILL DEDICATE fHE NECESSARY PUBLIC RIGHT THAT IS SHOWN ON THE ROAD IMPROVEMENT PLAN, AND CONSTRUCT A DRIFT TURN LANE ON AVON STREET SOUTHBOUND FROM THE NORTHERN BOUNDARY OF THE PROPERTY TO THE INTERSECTION OF AVON STREET AND BENT CREEK PARKWAY A LEFT TURN LANE AND SIGNAL IMPROVEMENTS ARE PROPOSED AT THE INTERSECTION OF AVON STREET AND BENT CREEK PARKWAY. SIGNALANDLEFT TURN LANE WARRANTS SHALL BE PROVIDED TO VDOT FOR THIS INTERSECTION. THESE IMPROVEMENTS WILL BE CONSTRUCTED. BONDED READY FOR RECOMMENDATION FOR ACCEPTANCE INTO THE PUBLIC SYSTEM. AND DETERMINED THAT THE ROADWAY IS SAFE AND CONVENIENT FOR TRAFFIC AS A CONDITION OF ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE PROPERTY F. TRANSPORTATION PROFFERS COMPLIANCE 1. THE IMPROVEMENTS TO BENT CREEK ROAD BRIDGE THEPORTIONOFBENF CREEK PARKWAY FROM BENT CREEK ROAD TO THE LAN DF ILL SEGMENT, AND THE AVON STREET IMPROVEMENTS ARE DESIGNED TO BOOT STANDARDS. THESE IMPROVEMENTS HAVE BEEN APPROVED BY ALI AND ULTIMATELY WILL. BE ACCEPTED INTO THE PUBLIC SYSTEM. VERY IHAS CONFIRMED THAT THIS APPLICATION CAN USE THE GEOMETRIC DESIGN STANDARDS FOR URBAN COLLECTOR STREET SYSTEM (GS 7) 2. ALL WARRANTED SIGNAL IMPROVEMENTS HAVE BEEN COORDINATED WITH AND APPROVED BY THE CITY OF C.HARLOTTBSVILLE AND VODT TO ADDRESS SIGNAL TIMING 3. ROAD IMPROVER ENT PLANS HAVE BEEN APPROVED BY THE CITY OF CHARLOTTESVILLE FOR ALL TRANSPORTATION AND INFRASTRUCTURE IMPROVEMENT $ SPECIFICALLY TO THE FIFTH STREET AND BENT CREEK ROAD INTERSECTION THAT ARE WITHIN THE LIMITS OF THE CITY OF CIWRLOTTE5VILLE G. TRANSIT STOP; PARK AND RIDE LOT THE PARK AND RIDE AREA 15 SHOWN ON THE ROAD IMPROVEMENT PLAN FOR BENT CREEK PARKWAY THE OWNER IS PLANNING TO PROVIDE A PAVED PARKING AREA CONTAINING 12 PARKING SPACES NEAR THE AVON STREET INTERSECTION THE PARK AND RIDE LOT ALSO INCLUDES TRANSIT STOP. IT IE TRANSIT STOP AND PARK AND RICE LOT WERE REVIEWED, APPROVED, AND WILL BE CONSTRUCTED IN COORDINATION WITH THE COUNTY DIRECTOR OF COMMUNITY DEVELOPMENT AND CHARLOTTESVILLE AREA TRANSIT OR REGIONAL TRANSIT AUTHORITY AND WILL INCORPORATE A SHELTER INC W DING A REST BENCI L PEDESTRIAN ACCESS, AND SUBBASE CONSISTENT WITH OTHER SIMILAR CAT FACILITIES. THE OWNER WILL DEDICATE AN AREA AS APPROXIMATELY SHOWN ON THE ZONING APPLICATION PLAN AMENDMENT AS GREENWAY TRAIL IMPROVEMENTS AND AS GENERALLY SHOWN ON SHEET IF OF THE W EAMANS FINAL SITE PLAN. SUCH DEDICATION WILL OCCUR AFTER FINAL SITE PLAN APPROVAL AND AFTER THE COUNTY REQUESTS SUCH DEDICATION IN WRITING THE DEC NATION WILL BE COMPLETED W IR II IN 6 MONTHS AFTER RECEIPT OF REQUEST 3. DEDICATION FOR GREENWAY PARK; CASH CONTRIBUTION FOR GREENWAY TRAIL �RkAND SIKSPEDESTRIAN MASTER PLAN THE OWNER WILL DEDICATE WITHIN 6 MONTHS AT RECEIPT OF THE REQUEST FOR DEDICATION THE AREA SHOWN ON THE APPLICATION PLAN AMENDMENT AS PASSIVE OPEN SPACE AND TRAIL HEAD PARK" AT LEAST 5 PARKING SPACES IN THE ADJACENT PARKING LOT WILL BE RESERVED FOR TRAIL HEAD USE FOR THE GREENWAY PARK THE OWNER WILL MAKE A 5250.000 CONTRIBUTION TO THE COUNTY PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE PROJECT. 5, CASH CONTRIBUTION FOR PEDESTRIAN LINK TO WILLOUGHBY SUBDIVISION TH F OWNER WILL MAKE A CASH CON FRIBUTION TO THE COUNTY IN THE AMOUNT OF . CONNECTING DOO FOR THE CONSTRUCTION BY THE COUNTY OFB PEDESTRIAN PATH OR TRAIL THEP ROPERIYTOTHE WPROVAL BU IFTHISNOTICEIS FIRSTC CERTIFICATE AFTER FINAL SITE PLAN APPROVAL PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY THE CONTRIBUTION WILL BE PAID BY THE OWNER PRIOR TO ISSUANCE IV THE FIRST ISSUANCE OF OCCUPANCY CE WITHIN THE PROJECT OF F THE NOTICE 15 DELIVERED AFTER 19E CONTRIBUTION IBTHEFIRST CERTIFICATE OCCUPANCY WITHINTH E PROJECT T THE NOTICE IFONWILL BEPAIDBYTHE OWNER WITHIN as Unvs AFTER DELIVERY OFTHE NOTICE PLOT THE WITHIN I EXIST OR CANNOT BE OBTAINED TO CONS IRUCT THE W I OF OCCUPANCY LINK WITHIN FIVE PROPER RER E COUNTY WILL THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE PROPERTY, THE COUNTY W ILL NOTIFY THE OWNER OF SUCH DETERMINATION IN WRITING IN WHICH EVENT THE OWNER WILL PAY A$15,000 CONTRIBUTION WITHIN 30 DAYS OF THE NOTICE PLEASE REFER TO THE LANDSCAPE PLAN SHEETS WHICH SHOWS THE 12 ACRES TO BE SAVED WITH MORE THAN ] ACRES ON NO DEVELOPMENT PROPERTY AND MORE THAN 5 ACRES WITHIN THE LANDFILL AREA A FOREST STEWARDSHIP PLAN WILL BE PREPARED AND SUBMITTED FOR APPROVAL BY THE COUNTY DIRECTOR OF COMMUNITY DEVELOPMENT FOR MANAGEMENT OF CONSERVATION AREAS ON THE PROPERTY ARCHIT ECTURE WILL BE DESIGNED TO BERATED A MINIMUM OF CERTIFIED UNDER THE FEED GREEN BUILDING (RATING SYSTEM OR A COMBINATION OF LEEK GREEN BUILDING RATING SYSTEMS THAT I9 MOST APPLICABLE TO THE PARTICULAR BUILDINGS AT THE TIME OF THE APPLICATION. PRIOR TO ISSUANCE OF THE BUILDING PERMIT FOR ANY PROPOSED L EEO COMPLIANT COMMERCIAL SPACE THE OWNER WILL PROVIDE A CERTIFICATE FROM A LEED CERTIFIED ARCHITECT THAT SUCH SPACE IS DESIGNEE TO ACHIEVE A MIN INNM' CERTIFIED' RATING. THE OWNER WILL ALSO SUBMIT A WRITTEN STATEMENT FROM THE ARCHITECT THAT THE BUILDING WAS BUILT TO THE PLANS AS WHICH THE OPINION WAS BASED. THE OWNER WILL COMPLETE THE EROSON ABE BUFFER PROJECTS FOR MOOREA CREEK IN THE AREAS DEPICTED ON THE MAP AS SHOWN WITH EXHIAP5ANDALSOIN THE AREAS WITHIN THE PROPERTY ON THE CITY'S SIDE OF MOORPSL`,REBRUTE SCHEDULE AND SCOPE OF THE EROSION AND BUFFER PROJECTS HAS BEEN SUBMITTED AND APPROVED WITH THE FIRST FINAL SITE PLAN WITHIN THE PROPERTY AND WILL BE COMPLETED WITHIN THREE (3) YEARS FROM THE DATE OF THE APPROVAL FROM THE FIRST FINAL SITE PLAN WITHIN THE PROPERTY. 8. LANDFILL AREA; WORK PLAN; DEPARTMENT OF ENVIRONMENTAL QUALITY THE OWNER HAS OBTAINED DEC APPROVAL OF A WORK PLAN FOR THE DISTURBANCE OP T HE LA NDRLL AREA A THE LANDFILL WORK PLAN INC L. UOED A DISCUSSION OF TH EITEMS MENTIONED IN THIS PROFFER B. THE LANDFILL WORK PI AN INCLUDED A PLAN TO STABILIZE AND COVER ANY EXPOSED WASTE ON THE PROPERTY DISCUSSED DURING THE SYSTEMATIC STUDY REFERENCED IN PARAGRAPH SA C. THE LANDFILL WORK PLAN INCLUDED A PLAN THAT ADDRESSES THE CONSTRUCTION TECHNIQUES TO BE EMPLOYED TO ALLOW CONSTRUCTION OF BENT CREEK PARKWAY AND ANY RELATED IMPROVES ENTS OVER THE WASTE DEPOSITS D. THE OWMER HAS OBTAIN ED DEQ'S APPROVAL OF TH E LANDFILL WORK PLAN AND HAS PROVIDED THE COUNTY A COPY OF THE APPROVED LAN FELL WORK PLAN WITH ALL BACKUP DATA THE WORK DESCRIBED WITH IN THE LANDFILL WORK PLAN IS ONGOING AND WILL BE SUBSTANTIALLY COMPLETED BY IT OWNER PRIOR TO THE ISSUANCE OF ANY ED HE ING PERMIT FOR CONSTRUCTING BUILDING IMPROVEMENTS ON THE PROPERTY AND SHALL BE COMPLETED PRIOR TO ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE PROPERTY. TIIE OWNER WILL ALSO PROVIDE A CERTIFICATION FROM A LICENSED GEOTECHN ICAL ENGINEER THAT THE WORK UNDER THE LANDFILL WORK PLAN IS COMPLETE. 9. CULTURE RESOURCES A PHASE I HISTORIC RESOURCES SURVEY HAS BEEN COMPLETED AMC HAS BEEN SUPPLIED TO THE COUNTY PRIOR TO COMMENCING LAND DISTURBING ACTIVITY IN THE AREA INCLUDING IN THE FORMER W ILLOUGHBY MANSION SITE 10. EROSION AND SEDIMENT CONTROL AND STORMWATER QUALITY MANAGEMENT A. EROSION AND SEDIMENT CONTROL TO THE EXTENT PRACTICABLE ADDITIONAL EROSION AND SEDIMENT CONTROLS HAVE BEEN PROPOSED WITHIN THE WATER PROTECTION ORDINANCE PLAN (PHASE 1) TO ACHIEVE A SEDIMENT REMOVAL RATE OF 80 °% FOR THE PROPERTY THAT PLAN IS HAS BEEN APPROVED BY ALBEMARLE COUNTY. B. STORMWATER QUALITY MANAGEMENT A WATER PROTECTION ORDINANCE PLAN (PHASE 2 AND FORM HAS BEEN PREPARED AND APPROVED FOR IT IIS SITE. ADDITIONAL V,A ONSTRUCTED WETLAND BOP FACILITY WAS PROPOSED AND APPROVED IN THE GENERAL AREA SHOWN AS THE BMP POND FACILITY ON SHEET 2 O THE ZONING APPLICATION PLAN AMENDMENT 10 CAPTURE AND FILTER THE WATER RUNOFF AND DRAINAGE FROM AN OFFBITE AREA C INTENTIONALLY OMITTED D. RAINFALL HARVESTING AND ROOF DESIGN THE OWNER WILL INCORPORATE RAINFALL HARVESTING MEASURES INTO THE OVERALL PROPERTY. THI5 SITE PLAN SHOWS 'I HE DESIGN INTENT FOR THE RAINFALL HARVESTING SYSTEM THE ROOFS OF THE PROPOSED BUILDINGS WILL UTILIZE ENERGY EFFICIENT ROOFING MATE WALE AND WILL BE SHOWN WITH THE BUILDING PLAN FOR EACH STRUCTURE 11. INTENTIONALLY OMITTED 12, TUNSITFUNDING THE AWNED WILL CONTRIBUTE PDOOOO DB TO THE COUNTY OR H'S DESIGNEE To BE USED FOR CAPITAL ANWOR OPERATING EXPENSES RELATED TO THE EXTENSION OF THE PUBLIC TRANSIT SERVICE TO THE PROPERTY PRIOR 10 THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE PROJECT 13. ARCHITECTURAL CONSISTENCY ALL BUILDINGS WITHIN THE PROJECT WILL HAVE CONSISTENT ARCHITECT ORAL THEME E 6y P4 z Se d €" z SIP W •..♦ �W Sao W z h+-1 z = is eS z _ _ 5 C c - Ae REPTSIONS FRED PER COUNTY COCIDENIS JET 1 XG715 FOR APPROVAL DAN NOT APPROVED FOR CONSTRUCTION LABOR By HLPICBC CHECKED BY DRII DATE 02,20,15 U AT F NO CACT 10 ENT PROJECTIlI TNApL SITE E PLAN kbB STE STREET 3TA ll dON OVERALL PHASE PI I o<:a'IYON OF su'e NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY. VA WHINTS, ORATO MTECE ELT ON �f TVFICAI !93' Gfl1CHI0 FM9FllMFNTI $Ct(I[Lti L§Tmi W W W.TITANENGINFF.RS.COM T,'' BARELY m��m rn* NAW A, „ s AT E Vii I EC � N __...- IYALLACALLACTILLANAL tyFieu FAGEOaan,r3,RroMFrvr s[cTION ANTAT ITT TNL6N.Cdi`SiIX'iIUG ENB�6!iNf EE9TON ANNE .11, y TITAN • ENGINEERS PC LEE AT 1. E P ul,,.,FF ]1y.m, FCTSI'ACwu �O�PHmLLETNE ' TF"vnlcvev'm. COVER SHEET P IN iJXUC TYPICAL. 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VA BOHLER II ENC 1 NE E RI R6 6 BLACKW ELL PARK LANE, SUITE 201 WARRENTON VIRGINIA 20166 (.POS 3E34500 TA. (F40)UYT V1 DANIEL R. HINES RD. No 043176 N 8/2]/15 GHFFI TITLE DETAILS <B24A `2" ASPHALT BM -25.0 / S' GRASSED -W COMPACTED STONE BASE (21 -A) I SHOULDER 3'GRASSED ASHOULDER So 2, 2 ! 5, UY I CHORD ACCESS DRIVE DETAIL SCALE:NTS FBI SEPROiN G AS MNMmuc NOT MET ROBERTS IN }GCOOOBNR wall OF UAWJ T�4 mmeTUU PROPIED ��OM a INVEST Pre. A AFTER Nrc T Or " °X° hs wix OR I OF PORTLAND RHOSET TH ALT " START W yry � 'w "A#° I By DW A s rte. 1K 1RX /GpY9 EIYN CLAIM WKIPI T� T�NU.flD OUP WETr SAME LAT HIRED 5 ASPHALT SURFACE COURSE IRS 9 AR ARAI IALT BINDER COURSE (IM 19 0) COMPACTED STONE BASE x1N N aMiN A SLOPE „ (ERN uv m aPE �. CARE PAL HEAVY DUTY ASPHALT PAVEMENT BLUE ION NJ -0 SCALE PLAN 'A— FAVORS TO ORAN TO SECTION. 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AS CONCRETE CURB & GUTTER DETAIL NOTE: AT OR INTERVALS, CRACK CONTROL JOINTS TO BE SPACED A[ I A DOTAL PATTERN— EDGE F n BPE P OP€ 12 1 VAX 121 CAR NOTE AAA ACCESSIBLE KEMP Cl ADA ACCESSIBLE RAMP DETAIL PFi OEVTEOHIB-AI REPORT( NOTE: 1 BRA I ION SI OWN IS BASEL ON AN ANTICIPATED FUND OF 6 PER GERTERINICAL OF PWAUDED ONCE FINAL ARM A ARE AVAILABLE ON COMPACTED SUBBASE STANDARD DUTY CONCRETE SECTION PFLL FEET CURB I P CURB TAPED 1 RADIUS PAVEMENT SURFAGE—/ CURB TAPER DETAIL (SeePROPOSAL PARTIAL ULIFAI�) \ GALLONS AY I NOTE: I CONCRETE TO BE 3000 P A I A 23 DAYS. WW z - PAY A SIR W x z IPFRDRDI Oz �1 W RION NIONS NOT APPROVED FOR CONSTRUCTION PROJECT No V12201 FAVOR Hy JLPSCNC CHECKED BY RAN DATE PRANK DUVAL NSA CAD I A BILL PROOLIA SITE PLAN hot ATION OF DI IIF NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY. 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OUNDSHALL PEP A PD® MD CA.( COMPACTEDSUewmE (PERNEOTECHNICAL REPORT, :VOTE: I SECTION SHOWN IS BASED ON FINAL FLEXIBLE STRUCTURAL DESIGN MODULE AND VAST F R, TRIP L A 7AoA(PH EL 4AT1 „) STRUCTURAL DLDGN FIN HEAVY DUTY CONCRETE SECTION NOTES: 1 EXPANSION JOIJ TO BE INSTALLED AT 20 INTERVALS 2 THIS TEP. MAYBE PRECAST OR CAST IN PLACE ADA ACCESSIBLE RAMP DETAIL NC- -0 SCALE POSTMEN f SECTION (APPLIED AT A RATE oP B2 GAIT CRAY r.( CONCRETE- TO- ASPITiLT DETAIL XUALL—PAVED SUBFACOCONC PAD e TAPER US IAT I I BY PAN a RIP RAP PAD — PLAN (PAR RIT E PI AN) —1— HEADER CURB DETAIL CURB BREAK DETAIL NOT-OYJ NoITOSCALE PAVFMFNI RMFNSDNys)ON PI AN VIEW REFER TO FACE OF CURB n Ir" ) O & GUTTER COLLF.CTOR CURB & GUTTER S I @.28 DAMS- ION SHALL BE REFERENCED PUTPUR FILLITO HATOP FDA FAA PLASMAS 1 . PHALT PAVEMENT T TOM .(1116WOL,. EXPANSION SG . 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Pq w `> g Ri?VISIONS REV DATA COMMENT 0, 1 SURS PER COUNTY DR A Di FOR APPROVAL ARE PRUID HEIRIIIIISS-MACERRYATER NI "'All Adol MARY VD,Ul All) NOT APPROVED FOR CONSTRUCTION DRAWN BY JLPAUP cl IFERED MR DAN DATE 32VA15 SCALE NA FINAL SITE PLAN FOR 5TI-][[ STREET :'T A 1 SOAI OVERALL P11ASL^ 11 LOU T I I ON OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER ENGINEERING WARRENTON VIRGINIA 20186 _ (a5 isoo 39s FAX S )Can 0321 ANIEL R. HINES LIc No 043176 8/2]/15 RAINWATER 1I ARVESTING DETAILS ., 24C I N IN L AL IT -1 a — .- IL r FA J 11 r �P I � 1 P IT Jll F IT 15E If ,. - --1 A\/, -/z o `ice � I ✓ , : LI II B , I I. L QE I E TF ,. N L D T N F J i H L PF c I I FIT 1 111 1 . t•I t� E -F _. I I LE F i Px,E 01 F h It.. v . TTfI: aL IV' El L 4 TAJIi {) JUE °ER) 1 -911I1T /1 6 I-hC 4 3 . YL I 11 'll PI,F! G'I IH BUY 'A T.5 I. I+ LF I -51 ,, T IF II T- Int'HU VAIL ILA ✓ All T C .11 uT S I L GL T IE O TA) + M£ lRV ;# ..r °F SFAI EEG T vIT-1 nn - - _. 0 T`IPI(AI. RIFTER VAULT 0 112" MFIE42) T "ICAL SEWER PIPE INSTALLATION IN —RELI H L ,( TVPIC A ,,TITTLY IIIJAW10NI IEI'11A1 I'JFF 1<( LOILLD?II N 1 -111AL r ¢� A AN 1 \Tw 61 VE \ FF ' L RII T( I.F IN 1 T ..✓ F NE F )1 1 N EIION IN 110TR 'M IINIER III : OF INIFON L Y f r If' IIPF 'IYON,d r___ _.d..,,'I .... HIT TO IF " , IIa- I Imo" .] T F- --1 ,I - r n _I .. - IF,` E _ '� Iti II Fill I-, IT IT - r Fr I NO IF H F 1:11 1 1 MIT L '_.II V F F F N r 1 .I ! =. )II L TL ITT L LHLL I ILI F `I ! D T IC d IV III `LPL LII t- I- II: IIIIT PITH 11 1 4'IAL a ... 'I I I . ":FC DUCTILE iRON WATER - I - T I -_ - PITE VSALLAIION & BEDDING - L L -E _. L IF - _ COVF_. IRE ;E TT -RUST 6LCCK- tP IL I 0 -�- �I J'+ I III, ELF III of D -1 1— P I 1- 17 1 1 1 1 `( IT I MKI I AL 'u ADS CvN Y f I r THY, / HE FOR RENDS 0' & WALTER I + to T A� SE SIAP0 R E E 1£R E R �: OF BEND. FOR BENDS to THR '(j o u O USE RRAdxc SURFACE ON ALL PIPE SIZES V uBE z sIP S DN BENDS 11 PAN �j�( Fy / (; ADJACEx TO BELLS I° 1, E o USE B STRAPS R CIE to- CR ns SHOWN. IT A. I I F0 R BENDS @LARGER CENDE IT B V CONCRETE CLASS B r___ _.d..,,'I .... HIT TO IF " , IIa- I Imo" .] T F- --1 ,I - r n _I .. - IF,` E _ '� Iti II Fill I-, IT IT - r Fr I NO IF H F 1:11 1 1 MIT L '_.II V F F F N r 1 .I ! =. )II L TL ITT L LHLL I ILI F `I ! D T IC d IV III `LPL LII t- I- II: IIIIT PITH 11 1 4'IAL a ... 'I I I . ":FC DUCTILE iRON WATER - I - T I -_ - PITE VSALLAIION & BEDDING - L L -E _. L IF - _ COVF_. IRE ;E TT -RUST 6LCCK- tP IL I 0 -�- �I J'+ I III, ELF III of D -1 1— P I 1- 17 1 1 1 1 `( IT I MKI I AL 'u ADS CvN Y f I r THY, / HE I + to �: '(j o u I� V v 11 PAN �j�( Fy / (; I° 1, E W I R CIE to- CR DE DID 1 5-0 5 PIT CAI. FIR- TIE I T ASS PLOT FLY D -1AIL HI ILI r IT I I i R ` II CAL CATF VALVE ELEVATION PANT ALL EXPOSED SEEL MTH R COATS OF FUJ NCVS PANT. CHART FOR UPPER VERTICAL BLOCKING 3 THREAD SECTION NOTE BOLTS TO FACER RENTER OF OF BLOCKS cuCR CONCRETE BLOCKING FOR UPPER VERTICAL BENDS Ns FIG'T IF A TD-a ADS CvN Y f I r THY, HE I + to �: '(j o u I� V v 11 PAN �j�( Fy / (; I° i.l W I R CIE to- CR DE DID 1 5-0 5 Or I ACEN 11-5 11 _0 3 CHART FOR UPPER VERTICAL BLOCKING 3 THREAD SECTION NOTE BOLTS TO FACER RENTER OF OF BLOCKS cuCR CONCRETE BLOCKING FOR UPPER VERTICAL BENDS Ns FIG'T IF A TD-a j TI A=L P JN9CN HOLES OP TJw R.+. OCILI 4 LAPPELF, HA A fJkPL le THE LID. T'r FSC,3,1. I IF -d BOOLE' FILL I z IT IS,, w., HALF w z z o o� 0 R5 OF A IF a. IT 10 IF NN REVISPRAY 1 CvN Y f I r THY, HE I + to �: '(j o u I� V v 11 PAN �j�( Fy / ;L° (NuD I° W I R CIE j TI A=L P JN9CN HOLES OP TJw R.+. OCILI 4 LAPPELF, HA A fJkPL le THE LID. T'r FSC,3,1. I IF -d BOOLE' FILL I z IT IS,, w., HALF w z z o o� 0 R5 OF A IF a. IT 10 IF NN REVISPRAY 1 FAR PER COUNTY UPRINA "I'Ll" AN" FORT 111) NOT APPROVED FOR CONSTRUCTION PROJECT No V1220011 CHECKED BY ORL SCALE NA FINAL SITE. PLAN TOR 5TH STREET ST'ATI'ON OVERALL PEASE II LOCH "F -I OTSTT[=. NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY. VA BOHLER E HOIN EE Y[AG Fax DANIEL R. HINES TO No 043176 IA 827115 _ IYATEIB AND SLWER UTILITY DETAILS ED 25A SIZE BRANCH AND VARIES VALVE BOX VALVE THE SAME AS BY WATER MAIN PER COUNTY FL J. PLUG VARIES WATER MAIN Roc VALVE TO TEE (COAT RODS SUCH BITUMINOUS PAINT) ON —LINE (TYPE "B ") VARIES THREADED COUPLING PVC NIPPLE AND CAP PVC SLEEVE BRASS NIPPLE AND CAP it LueRIOATE ALL IAREnos THRUST BLOCK + METER BOX (SEE FIG W-]) VALVE OR L NO. 57 STONE IS J T PIPE SLOPED DRAIN IF _ -- crsnDE ALLGWB GRADE VARIES VARIES PI GALV. OR BRASS PIPE 2" THREADED TAP OF PLUS DEAD END (TYPE "A ") TYPICAL BLOW —OFF ASSEMBLY RED H (1 1 ) FOUNI 1,110[ 1 AS RIAL IJ, Kt FFUNG,TI IN NATFIE II PER PUT 11 AMPT S E P THr 111111 If N, .IL 4 r ,I ETIF FT[ L' r IF1� TI I CI T I I I R E - IOUPIL V P I' CF LO IT UNDFIT.CU IIUI FICN CARE AN _JIL E IF C E L ✓ ESSEX ml PYGE '. -,I L LL IEEE H I TILE !E p r r N I .II L E ..' I JF I d III I B= I HE) TFT I IF 'Fi I- I I,- F =II F m 1 III H. L :II P r I:1 11 _. DLI TuE aO WATER & BE L 11 A-- PIPE INS >LLKIIC`N 6 BEDDING _{ TEE 1 11 L.. - TYPICAL JANI !FLE V9TF DlCP_CONNEC 10u DOI r Al 11 SEC TI7N A IT I[ �7 . DO I ELL ATIOI` LIEF APICAL ITTFFiEUETA CROSSING FEE IPFI r K TA f l 4C .IT _ "I1 F..�� 5 -r .Tr I VV✓N/ V " UI' ?e FF IF A % \_ 1 1 111111 I TIF u r FIT, 61 1 r L I T F T� All 1 - � ) F s s c r_ F= s rcTE IT.. I EF P ,II I <I%IL . IF, I `u: I ul u. 9.11 1 ar u LI 11411r 1 T4E JI 1 -ITT ITT F ..I N N5. " -',p .4 I IF IF LI FTIr- rI If d_ -£ -FILE HI 'F I)L RFC S. LI 1 TLC JL EC FF.I FIJ IL1 -1J � CAL IDLE SEC-1 I c N S I'rN/IN� BI /ANC_H TIE IN p._ Of IT E A F!T. CEU o �Ce c 0 u NET Z a 1 " 1 TYPICAL_ MANHOLE FRAME, COVER _ NTS FIGS I-0 TD 25 e f5l..) � 1 m SUSAN W z UII HIT "OF IF L w IT Zlz ♦♦ ITT I I LL L I 1 IN z FP �. L r1 W V t LP hU O �- E Ef E F F rE or_�, _I TIC `Te6T uu I S "TELL L r I u' TI III T n El C IF — c, L I_L r -IC r H F II. THE, K II IIP I TYPICAL MAIN'Hr LE PLAD S Tow INc, BRANCH TIE - IN H. I FL FF 2 27 1 /2" Du [699mm] PROUD] 26 1/C DIA [gBmm] [66]mm] 24" DR] AXI L 26IRS AN [t6 /mm] DN 25 [914mm] [fi6omm t 1/2• 13 39m 2DmFRAME SEETHES r /i e "s 3 13/16 �M 22 13/lfi"_� 21 /m' [9]mm] 1579mm] 0 25" 1 3/8" [635mm] 0 11/16' [35mm] 9/16' OA OF CRT GROOVE [nmm] E4mm] SECTION VEEV 1/4 Domm) DA NEOPRENE GASKET sic w �'isomu L_ ✓f� -n 1 1 /tes /5 X 1/2 DUAL SEW R (2) EDGED 1B0D' � < P.)wTRED Ha :re 1 xw v2 :: NEW [smm - 1 s /B• 2400) �[Xtmm] Y Ws/a o [Ermf 3m 1A5 S1EEL RED (2)" 6/6 D oo s PLAN VIEW 1 1/6- (z9mm) ow e0ss [t3mm 'G' °^ ST /Dose j16 1 PICKBAH ALOCKLUG HOLE DETAIL 2) NET HX Cl 1 ZN NOTES: L 0" OW61264 % 6NHOLES M1HIN 1W TEAR FINDPLAIH OR IDEATED IN AREAS SCHOOL TO HOODING SHALL HAW WATERTIGHT FRAME k X \ �)m Hz JIM XAY 11 A' APPAR 1 ALL MNAIVE DESIGN FOR T DOWNS WITH RE CONSIDERED \ \` WM61Yt6 ] GO SHALL BE FIXED TO FRAMES MM LOC'2NG LOGS W SMLIAR ASSEMBLY R LUC U JAW IN WATERTIGHT cM1N+n R.AAFt GGIB.YT66 MANHOLE FRAME & COVER LOCK LUG ASSEMBLY NTS FIG S -I -E U -26 DEES OCONS REV P11L 'EXPECT BY PER COUNTY L JET fw L.. - TYPICAL JANI !FLE V9TF DlCP_CONNEC 10u DOI r Al 11 SEC TI7N A IT I[ �7 . DO I ELL ATIOI` LIEF APICAL ITTFFiEUETA CROSSING FEE IPFI r K TA f l 4C .IT _ "I1 F..�� 5 -r .Tr I VV✓N/ V " UI' ?e FF IF A % \_ 1 1 111111 I TIF u r FIT, 61 1 r L I T F T� All 1 - � ) F s s c r_ F= s rcTE IT.. I EF P ,II I <I%IL . IF, I `u: I ul u. 9.11 1 ar u LI 11411r 1 T4E JI 1 -ITT ITT F ..I N N5. " -',p .4 I IF IF LI FTIr- rI If d_ -£ -FILE HI 'F I)L RFC S. LI 1 TLC JL EC FF.I FIJ IL1 -1J � CAL IDLE SEC-1 I c N S I'rN/IN� BI /ANC_H TIE IN p._ Of IT E A F!T. CEU o �Ce c 0 u NET Z a 1 " 1 TYPICAL_ MANHOLE FRAME, COVER _ NTS FIGS I-0 TD 25 e f5l..) � 1 m SUSAN W z UII HIT "OF IF L w IT Zlz ♦♦ ITT I I LL L I 1 IN z FP �. L r1 W V t LP hU O �- E Ef E F F rE or_�, _I TIC `Te6T uu I S "TELL L r I u' TI III T n El C IF — c, L I_L r -IC r H F II. THE, K II IIP I TYPICAL MAIN'Hr LE PLAD S Tow INc, BRANCH TIE - IN H. I FL FF 2 27 1 /2" Du [699mm] PROUD] 26 1/C DIA [gBmm] [66]mm] 24" DR] AXI L 26IRS AN [t6 /mm] DN 25 [914mm] [fi6omm t 1/2• 13 39m 2DmFRAME SEETHES r /i e "s 3 13/16 �M 22 13/lfi"_� 21 /m' [9]mm] 1579mm] 0 25" 1 3/8" [635mm] 0 11/16' [35mm] 9/16' OA OF CRT GROOVE [nmm] E4mm] SECTION VEEV 1/4 Domm) DA NEOPRENE GASKET sic w �'isomu L_ ✓f� -n 1 1 /tes /5 X 1/2 DUAL SEW R (2) EDGED 1B0D' � < P.)wTRED Ha :re 1 xw v2 :: NEW [smm - 1 s /B• 2400) �[Xtmm] Y Ws/a o [Ermf 3m 1A5 S1EEL RED (2)" 6/6 D oo s PLAN VIEW 1 1/6- (z9mm) ow e0ss [t3mm 'G' °^ ST /Dose j16 1 PICKBAH ALOCKLUG HOLE DETAIL 2) NET HX Cl 1 ZN NOTES: L 0" OW61264 % 6NHOLES M1HIN 1W TEAR FINDPLAIH OR IDEATED IN AREAS SCHOOL TO HOODING SHALL HAW WATERTIGHT FRAME k X \ �)m Hz JIM XAY 11 A' APPAR 1 ALL MNAIVE DESIGN FOR T DOWNS WITH RE CONSIDERED \ \` WM61Yt6 ] GO SHALL BE FIXED TO FRAMES MM LOC'2NG LOGS W SMLIAR ASSEMBLY R LUC U JAW IN WATERTIGHT cM1N+n R.AAFt GGIB.YT66 MANHOLE FRAME & COVER LOCK LUG ASSEMBLY NTS FIG S -I -E U -26 DEES OCONS REV P11L 'EXPECT BY PER COUNTY NOT APPROVED FOR CONSTRUCTION PROJECT N, V122001 DRAWN By JLOCSU �CAI IT NIA CAD I D (AIR PROJECT SITE PLAN FOP STI-1 STI2E;lEE.1 ' STATION OVEF ALL PHASE 11 LOCATION OF 971771 NORTH OFI- 64BETWEEN 5TH STREET AND AVON STREETEXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER ENGINEERING 8 BLACKWELL PARK LANE, SUITE 20 WARRENTON, VIRGINIA 20186 PHI (AO TODXPO ev f c1?UM 0321 ANIEL R. HINES IS No 043176 8/9/15 _ WATER AND SEWER UTILITY DETA'ILS KEEP C NUDGER Cve:25B