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Home My WebLink AboutWPO201800056 Plan - As-built 2022-01-24SITE DATA ADDRESS 3267 PROFFIT ROAD CHARLOTTESVILLE, VA JURISDICTION ALBEMARLECOUNTY ZONING EXISTING HIGHWAY COMMERCIAL -HC PROPOSED HIGHWAY COMMERCIAL -HC SITEAREA 169AC BUILDINGAREA 6,W SF BUILDING AREA PERCENTAGE OF SITE AREA SK% PROP. IMPERVIOUS SURFACE COVER OF SITE 136 AO (8150%) AREA PARKING REQUIRED PARKINGREQUIRED 1 SPACE PER INSFOF RETAIL SALES AREA FORTHE FIRST WIN SF OF RETAIL SALES AREA. RETAIL SALES AREA= 81% OF THE GROSS FLOOR AREA(GFA) 6019'08=4839 039 / 100=48 PARKING PROVIDED 48 SPACES AREA OF PAVED PARKING AND VEHICULAR 1.00 AC (6S8%) CIRCULATION HANDICAP 23PACES ZONEA 25 SPACES (INCL.2 HANDICAP) ZONES 118PACES ZONED 12SPACES TOTAL 48SPACES M OF TRUCMVERSIZED PARKING 0 REQUIRED BUILDING SETBACKS FRONT YARO(SEMINOLE TRAIL 10FEET AND PROFFIT ROAD) SIDE YARDS(NORTH AND EAST N/A PROPERTY LINES) PROVIDED BUILDING SETBACKS FRONT YARD(SEMINOLE TRAIL 1184 FEET(SEMINOLE TRAIL) AND v57 FEET (PROFFIT AND PROFFIT ROAD) ROAD) SIDE YARDS(NORTH AND EAST 143 FEET (NORTH) AND to FEET (EAST) PROPERTYLINES) REQUIRED PARKING SETBACKS FRONT YARD(SEMINOLE TRAIL N/A AND PROFFIT ROAD) SIDE YARDS(NORTH AND EAST N/A PROPERTYLINES) PROVIDED PARKING SETBACKS FRONT YARDEEMINOLE TRAIL 310 FEET(SEMINOLE TRAIL), 16.7 FEET(PROFFIT ROAD) AND PROFFIT ROAD) SIDE YARDS(NORTH AND EAST ffiA FEET (NORTH), 17.5 FEET (EAST) PROPERTYUNES) REQUIRED LAND BUFFERS FRONT YARO(SEMINOIE TRAIL N/A AND PROFFIT ROAD) SIDE YARDS(NORTH AND EAST N/A PROPERTY LINES) PROVIDED BUFFERS FRONT YARD(SEMINOLE TRAIL 110 FEET(SEMINOLE TRAIL). OU FEET (PROFFIT ROAD) AND PROFFIT ROAD) SIDE YARDS(NORTH AND EAST f6o FEEL (NORTH), t7.5 FEET (EAST) PROPERTY LINES) BUILDING TYPE W5OT-FGVA-M CANOPY CONFIGURATION STACKED CANOPY TYPE A -FRAME p OF MPD'S 6 TYPE OF MPD'E (6) 9.1 SQUARE FEET OF ASPHALT INSIDE ROW. (TO SZOO SF BE SEAL COATED) SQUARE FEET OF LAWN TO BE MOWED 4,525 SF ONUTE SQUARE FEET OF MULCH AREA SM SF NOTES: LTHIS SITE ALSO LOCATED IN THE ENTRANCE CORRIDOR OVERLAY DISTRICT. 21 SIGN PER STREET FRONTAGE, OR 2 SIGNS PER ENTRANCE, PER LOT WITH HIS OR MORE FEET OF CONTINUOUS STREET FRONTAGE PLUS 1 SIGN PER LOT IF THE LOT IS GREATER THAN 4 ACRES AND HAS MORE THAN 1 APPROVED ENTRANCE ON ITS FRONTAGE. 5 FEET BETWEEN PROPERTY LINE AND SIGN IS REQUIRED. 3. THE'IAYOUT PLAN" )SHEET 8OF 15 AMID-COVER SHEET" )SHEET 1 OF 15) OF APPROVED FINAL SITE PLAIN SDPM10NO29 REQUIRED 165 PARKING SPACE, AND IN PARKING SPACES WERE PROVIDED. THE PROPOSED MODIFICATIONS SHOWN ON SDP2018MMS )THE ELIMINATION OF FOUR (4) SPACES ON THE ADJOINING PROPERTY) WOULD NOT TAKE THE ADJOINING PROPERTY OUT OF COMPLIANCE WITH THE MINIMUM PARKING REQUIREMENTS IDENTIFIED IN SDPZ01000028. APHrovu WTE OEPARNMOF COMMUNITY MWWRMENT RANNEMENNG NGI FFH MSPFCTBNS NO OERARNMOFFNERECUE NBFIkfJEC011X1Y6E8NCENJN[PIIY MRGNIAOERRROBOP TWiSPORTATON HECTIMNOMMEM 11001n0Cily CONTACT INFORMATIION REFERENCES BOUNDARY 8 TOPOGRAPHICIALTA SURVEY: ALT V SN LAND TITLE SURVEY. WAWA 3267 PROFFIT ROAD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNrv, VIRGINIA PREPARED BY BOHLER ENGINEERING. PROJECT NO.SVI(oO63. DATED I0R7117. REVISED IO/WR BUILDING PLAN: -WAWA MARKET, NEC RT 29H PRGFFIT RD. CH4RLOTTESnU_E, VA STORE ee658RRF PREPARED BY CUI W a S PETERSON, PROJECT NO, 2181A6& DATED 07/12QO19, GEOTECHNICAL REPORT: SUBSURFACE EXPLORATION AND GEOTECHNKIAL ENGINEERING REPORT 3267 PROFFIT ROAD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA PREPARED BY FOR MID-ATLW IIO TO PROJECT NO, 28 21M. DATED 11117117. GOVERNING AGENCIES COUNTY OF ALBEMARLE DEPARTMENT OF COMMUNITY DEVELOPMENT 401 McINTIRE ROAD CHARLOTTESVILLE. VA 22902 PHONE: (43N No 5832 FAX: (434) 97241N UTILITIES ALBEMARLE COUNTY SERVICE AUTHORITY 163 SPOTNAP ROAD CHARLOTTESVILE, VA 22911 MID RIM) 9774511 11 1111, Vill 0 0011 lE NI LOCATION OF SITE 3267 PROFFIT ROAD CHARLOTTESVILLE, VA 22901 RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA TAX MAP: 32A-02-1 LOCATION MAP COPYRIGHT ADC THE MAP PEOPLE PERMITUSEN0.20802153-5 SCALE: 1'=2030 DEVELOPER RC DEVELOPMENT GROUP, LLC 8605 WESTWOOD CENTER DRIVE, SUITE 410 VIENNA. VA 22182 CONTACT: MARK FONTAINE T703)404-2345 PREPARED BY OWNER CHARLOTTESVILLE PROFFIT, LLC 1401 BROAD STREET CLIFTON NJ. 07013 CONTACT MARK FONTAINE (703)431E938 000 i iEN G H N E E R H H G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 VA@BohlerEng.com CONTACT: JONATHAN Q. RITCHIE, P.E. C 2 C 4 C THIS RECORD DRAWING IS ACCURATE AND COMPLETE, THE STORM WATER MANAGEMENT FACILITIES ARE CONSTRUCTED PER THE STORM WATER MANAGEMENT PLAN OR SUBSEQUENT APPROVED REVISIONS, THE STORMWA TER MANAGEMENT IS PROVIDED PER THE APPROVED DESIGN COMPUTATIONS THIS AS -BUILT IS BASED ON AN AS -BUILT SURVEY BY BOHLER ENGINEERING PERFORMED ON 07-22-2021. AS -BUILT INFORMATION HERON IS THE RESULT OF A FIELD RUN SURVEY COMPLETED 07122/2021. 1 HEREBY CERTIFY THAT THE AS -BUILT INFORMATION AS SHOWN HEREON IS CORRECT. ROBERT C. HARP, JR. Lic. No. 3111 Robert C. AS -BUILT INFORMATION SHOWN AS THUS 523.11 ASBUILT SHEET INDEX SHEET TITLE SHEET NUMBER COVER SHEET C-101 GENERAL NOTES C-102 GENERAL NOTES AND LEGEND C-103 TOPOGRAPHIC SURVEY (FOR INFORMATION ONLY) C201 DEMOLITION PLAN C-202 SITE PLAN C 301 PRELATE PIAN C-302 TRUCK MOVEMENT PLAN C303 GRADING PLAN C.401 UTILITY PLAN C-501 UTILITY PROFILES C502 STORM COMPUTATIONS CL03 LANDSCAPE PLAN C-701 LANDSCAPE NOTES AND DETAILS G702 SIGHT DISTANCE PROFILES PROFFIT ROAD C-703 SIGHT DISTANCE PROFILES SEMINOLE TRAIL G704 LIGHTING PLAN C-705 LIGHTING OUNCE G706-C-7D7 CONSTRUCTION DETAILS CW i -Cd05 APPROVED by the Albemarle County Communi Development Department Date 124/22 61311111ILTAIIIIIWARTITIT11I WPO2018-00056 AS -BUILT P0 z W; "ILL '•" z z O O Ise �z w ER V U vp g zu / s a3yd REVISIONS REV DATE COMMENT BY 1 1019118 ADDRESS COUNTY JOR COMMENTS 2 IIIM18 ADDRESS COUNTY JOR COMMENTS 3 =2119 ADDRESS COUNTY JOR COMMENTS 4 4124119 ADDRESS COUNTY JOR COMMENTS 5 SILVIS ADDRESS ACSA JOR COMMENTS 8 &21119 ARCHITECT JOR COORDINATION WATERLINE FIELD 7 9127119 REVISION JOR KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's Test. US "a Its as Mw. APPROVED FOR CONSTRUCTION DRAWN BY: DSH CHECKED BY: JQR DATE: &32rz018 SCALE: AS NOTED PROJECT: PROP. SITE PLAN DOCUMENTS FOR Wei wa° LOCATION OF SITE MINOLE TRAIL AND PROFFIT ROAD ALBEMARLE COUNTY, VIRGINIA m BOHLER PIKAe: Fax' RK LANE, SUITI VIRGINIA20186 ISSUED FOR CONSTRUCTION kgj;2'7120-- �}II�i/L�awn-F 1 N R DATE I • SHEET TITLE COVER SHEET THIS DOCUMENT IS NOT ISSUED BY BORDER ENGINEERING FOR CONSTRUCTION WITHO/ULT 0) SIGNATURES PROJECTO V1��7D bY1 3 SHEET NUMBER: REVISION GATE: c ass i ® l / N� N 39J5050 / q W E rWHITEMINIS `L} LENGTHSAN TR O��P 8 \�9 OE eT'e ry S�� . �e�GeJc�ryAhJ2P eQOL �.,1�e0 xb nh 9G0 D NAVR 2U EY TR !OL '�1.�P0� ` �N�e �G APPRBX LBC HE GSfAYNT DO, 297 PC AS SHOW ON PUT ASAN XDe Of: Pc LIMn OF%MK PwP GA LIMITSOFDISTU o , FRCP STONEsxoumExmTHA nA TOPPING �caxrRAGTORTOR1LI GM I OIFFERE KWRH2IAGM➢E) PROP PRO LEFTTURN" ° / R.21R� I PIN. 32-d8 / ' 7 1 AIRPORT PLAZA CLC /v&�w U B RETAAI�TORE- I W OG6 PROP.^U 7 I / .x. (R32)3IG1GN 16 BrO�P ) f V EYF SIGOD PROP RAISE _/[r 00OD \ // I CONCRETE ISLAND ^ OFFSOE LANDSCAPE WPC OVEMLV N2 RELOR LIE 'I �/ / I� EASEMENT POW DEB (L �4 �ERPoLE� R� �i I P� EnOirznxCE11 T LOT 2 OR 5127 PO. 42e pfeR z Iv\ L00 / ASPB U !DO o PROPS YONBMENTSION OF .L / `/ PERMENANT01 PROP SAWCUT PROP PRIVATETEMP OFF31iE I.J'OVER OFFSnESTORM CONSTRUCTION ESMT. <'WHRE LINE pgOpEOry LWE P P V /� DRAINAGE EASEMENT '� L O.B. SfPo\r PC y L. ,79 7 SE\'IEM OFFSITELA EASEMEMR EASEMENT PROP. -O.B1600 PG 91 D.B. 56 PRIVATE TEMP OFFSIIE% IANBUFFAEF POP \ \ CONSTPLY.TON MT.ONUME / slcN ROP.ccc . � � I OFFSRELANDSOAPE ��/ \ \ PPoP O IMRTAR-RvsE:tR&?MENI EASEMENT %•\� JMt DV38 UNITS WLPo( E6 \ OB 1179 PG.611 �� F2p1. 31 88HOWN 8REF.IN PFISITE TO O.B. 5131, PG. 56 � \ IMRSOF01 La.. / / .�� kOPB. 33BB PG IS DRAINAGE STORM ,g EG NDARY LINE S STOP p DRAINAGE - 9 A ADWITH pNDTtA19P3PAR0O00V1E3Of / / / $ \SIGN / (Qe EASEMENT O99127 PGC28AW D.B. 5160, PG. 167 / STAN WIDOULAD w1BOLURDs � � ��PmIPrAllTEucxT a TOPAINTVENT wre oorvTMOTOa \ F / — v / T STACKS JAVA BROWN L -r A PROI Z 2L OURGALLOI �► a R�X1, COMPARTMENT41ZEDTMO T WITH 12B.WJ GALLON TANKSE CP OIL WATER P WHITE MINI SKIPSWIIHY T ° /0� / APARATOR N �� LElGM8AND1'BPAOE9 �SPEEDLIN SIGN (254v PROP iRASF S 3 a PIMP CUTGTR CONRNxER \ \ • 8AN \ \ sEATiNG prP) _ } 2b \ f CP PAVEMENT Ma'RKwGlrml.mOP mA3 � m � w1 A PROP DTONESHOULOERW14NP 21A / ♦ a a PROPT EOXa RAIN ��® Sft / p TOPPINMG CONIRACTORttI RLLGRADE / ® ♦ 'F ° wFFEawiwLWnH 21A GRADE) •& ♦ PROP &AA PROP PANI \B� EXEo / Mn'w(NG(Tm1 ♦ ♦ S6s m _ as,aw �� PsnE Lc 1 ADOPTA / ♦° ♦® p P. WLIA20 P) x HIGHWAY I / SESTRING _ a FRCP W 5/CN AM STRI♦ qOP. FUEL ♦ AM PING / / .2WRBTAPER / ,ya' FROP.CANLPY LEMR ® ♦ CANOPY .TRENCH DRAIN m 4r. pA / (TOP) & s �`sm PAOC PROP. SITE LIG MR A ® 'C PROP°SN3N "41 �jl �\ x Ezcc l/T-GUN \ • ♦ a �� ! / / \/VpI\'ril,/ /j / 3a' 7^pp0' 6R. ®♦ 6y 6p♦ ♦ ♦®♦ ® PROPI STEUGHNCV PURSWJTCFFPROP. MATTER T( QN•a .-•. a •I RETAIL E PROP T.RA5 TOP) E-594R)9CONTAINER ER D.E. flEsAsMM1G3EWEN,MA, PTET GEN..R Ts ABUILDING HEIGHT• E28nsor. 6B 049 SF I ' sDo I I OB SOB' •PR3 COKR / ♦ ®®• NV:1 l I Ge� � �/ � � ♦ ♦ PMIPMW S m` / A O PROP TRAsn 1a PROP WAWA sTN10AA0 WRB WI A q sTMVEDCONORETE •. �' / M �cnoP lANosc9cE�snNo za aL1 �l I PROP. BOLIIAR� ] ° B' X�RO "ORS661 7N - / M1+`A I $ TaAmc RCP. urvOscAPE lsuw / m zR v c°N\�� D0 \ \� \ \ N ^ a za / sTAUAROcURBW Rov.: db \ A / F-1 STAMPED CONCRETE I 6 POST � 4381;, � \ �� m � e m � -_ _� Vp� �`_ •PRCP.N iOWE SX \ (SEENOUI \V ya `,7�NN1RM y.°/ram APPROx [BC n J \`NM \w k>p ° 3 NRGMID PoWER EASEkEM a pwP PROP -AIR iOWE - = 7 91 Ngi X-0OT `E`q. A F lU6 PG D5 �] 's �4f2fV=SASS/ P'4r2HEAJ - AB(D PAM SAWCUT _ < 0 1 T UP NOR, ROP C0.6 V F2 1a 65 ( �Y "'T n m � ___ bRU6W PROP. DUMPsrER PNJ .. OFSRAIG PROP. CLOSURE O ^ CRTMOTORTODPBANOGI TINS ENTRANCE vo- A E%ITTER TIER FRCIPAM - d CCNTIUG EYE REPIAGEC RBI LEI 15' CE / g PoKRx)E$fLENT ` .�� ' IMITOOn KIRAf EASEMEM ACCESSIBLE PATH PROP MON a 18 - BB. 1176 X. 367 UP IA412 _ 00) MR - P� r 140 i SIGN N 39J57O3 PIN 32�37C _1 _ PreoP IurureE WON PROF}7TT LLC CO IYALORELN �� 9RPg�. 1Yi03 649 ` M.ENT CO REAL ESTATE 7AX PEP�/ P N O.B. 3790 PG. 692 USE RETAIL STORE ,P/+yf, FRCP \\ ` PROP.RAISED p,TJB,� CCN POP. SVND � PIN.- 324-02-I4 MART/IA ✓EFFER50N HOSPITAL 08, 1415 X. 057 USE., MEDICAL OFFICE AM SIGN -APPR0 LOC E 10 MEL GSEAfENT 1 . 40�b PG AGO roP uwaT cr X_wT64PN TIFF . \_�.P flfY.=51656 AIR AS -BUILT AS -BUILT INFORMATION HERON IS THE RESULT OF A FIELD RUN SURVEY COMPLETED 07/22/2021. I HEREBY CERTIFY THAT THE AS -BUILT INFORMATION AS SHOWN HEREON IS CORRECT. RODENT C. �c<L VO HARR, JR. S Lic. No. 3111 9 RE �Q Robert C. °RaM AS BUILT INFORMATION SHOWN AS THUS 523.11 P4z z w � z z 0 " PC4z N ER V RD ; P U Z n P m a�aC�yz S'aSIF a� f RHM S U 3 Ee. REVISIONS REV DATE COMMENT BY 1 10I9I18 ADDRESS COUNTY JOR COMMENTS 2 IIIM18 ADDRESS COUNTY JOIN COMMENTS 3 =2I19 ADDRESS COUNTY JOIN 4 4124119 ADDRESS COUNTY JOIN COMMENTS 5 515/19 ADDRESS ACSA JOIN COMMENTS B &21I19 ARCHITECT JOIN COORDINATION WATERLINE FIELD r 927119 REVISION JOIN ----- --- KNOW WHAT'S BELOW a^PFBx. Lam' ALWAYS CALL 811 NONNI 10' zEwo OOVSTiUCMAY AwusTMENTAPPROVED USEaaNT BEFORE YOU DIG WIIHOIRMI000131 B.B. J396 PG 75 OB03121. PGOGBOBA32 It's fast. ITS hee.lYs th Mw. 55, 1 AS_BUILr APPROVED FOR Q CONSTRUCTION \ . PROJECT NO.: "BOOST 18 MH y CHECKEDRAWN BY: DSH CHECKED BY: JOR PEflMENANT STONM WALL DAM. 8Gy.2818 OFAINAGE SCALE: V=W EASEMENT )_ CAD LOU: SST O B 5160 PG i5B (Gµ2) X n -AIR 20'WAAWFYJLBC PROJECT: PROP. o c°B wG6 M, 7755E I SITE PLAN %EP I 511E M O DOCUMENTS BRIWITHI FOR &RASE SS IN HBDNGHi PIf SARI I IN OFOPOURBANCE I�( Wei wa° LOCATION OF SITE a SEMINOLE TRAIL AND PROFFIT ROAD ALBEMARLE COUNTY, VIRGINIA I �I I I � HATCH LEGEND I / / / HTTYP) I °NCH DRAIN / / -vRov.sowai ✓BINr rco B 661 PG 99)__ / PROP.PRI / ROCGi TEMP CFFSgE JC �y CON ESMT. ` / CONTRACTOR TO REPLACE IS ANY DAMAGED LANDSCAPING OR 5 N KIND IF DISTURBED DURING CONSTRUCTION OPERATIONS I / W / J' I r WATERLINE /I EASEMENT I) CIA 5160 PG 147 FOR PRIVATE LEMP. OFFS DE - TT y - - "°.�• EASEMENT ErIBEtlENT PAVEMENT PROP BUILDING & (SEE ARCH ADASTRIPING DRAWINGS) a STANOARGGUTY STANDARD DUTY CONCRETE ❑ ASPHALT PAVEMENT HEAW DUTY AREA OF WI CONCRETE OVERLAY y � LOTS _ D.B. L6q I i51 P NO NOTE: W - 1. SEE SHEET C-102 FOR GENERAL NOTES AND SHEET C-103 FOR LEGEND. R SAN 2. CONTRACTOR TO COORDINATE STOP SIGN LOCATION WITH ALGA AND AVOID PLACEMENT OVER WATERLINE AND APPURTENANCES. FORSIGHT DSTANCE 20 10 5 ION SEEESHEINCE V=2V m BOHLER HN6IN 688I NG 28 BLACKWELL PARK LANE, SURE 201 WARRENTON, VIRGINIA 20186 PHI: (540)349<500 Fax (540) 349 0321 VA@BohleTEng.com !' OO . 9/27/2019 SITE PLAIN SHEET NUMBER- ,C— 301 ASBU/LT SHEET 2 OF 5 N N SAT = W E h} A / A z 'S S6 #'> ALT to R,ea� UeR ��518 / AFFROX. LOC. L J cW 0.9 6 / M,, LMIISOF WCM ' PROP SA UMITSOFOISi E� �-GFA55� RIP CODER IRA 1sLxnuaRx TT N AiS I(N� CA / / P11L.- 32-38 /Jg",/� / / OBPoR2 P319 / � 0 m a / USE.RETALL STORE / RELO TE POWER (4 `e 6L00 LLD EAT / / / Y/ / c1 \ / / 1 LGO \ROPOFPSOEEX \ / STORM E45EMENT PROPPoWER NOTE CONTRACTOR TO LOCATE GAS TINE PRIOR TO CONSTRUCTION IN THE AREA GASLINETOBEVEROCNLYPNO HORELONTALLY MEDICARE) PIN.' 32-370 WCN PROFR77 LLC CO WALGREEN CO REAL ESTATE TAX DEP D.B. 3790 PG. 692 USE. RETAIL STORE 1 P JA412 _Ez--10 Ty � /.lam / '. APA O. ®P 6STOR OR- STC46NOILNATEIIyy��. WARATOMJ' INV IN=53110 . 0 .INV WT=53883 RD4Q -PROR3&ULF8 PVCQ2WM ♦ ♦ ® R625 PP31 ♦ ♦ ♦ RI MEM) ® Rh23 PDR r ® ♦ R0.Y8 RD22 ♦ ® M 2, lot PROP Mao 4" WRB s 28F LF I4.55% \ l E. ROPV 1 P CONI MIND INV / PRCP•INV=5N. 1 __ INV=IN lLtiY -- -PROP 5.6 LF VPV4'NPOSA PROP PUMEk 6P. INY=528 . UNDERDWVN_ `�• _ (TYPIEEE DETAIL- • _ W 1531E -°s3�GO GP PROP .MNSAW MPVi ! d I =32985 PROP REVEI L.e7 a PROP PROV I ~+��a'a.` Weis 9 RETAIL SPACE S EA.1 ♦� FEE=SMIDO' BUILDING HEIGHT=128' 4. .-J_, 6,0495E -8` ! 48 SPACES ROG p}I FROPt-0?HOP IaOGAnD urvu,,,E G PROP SIT END SERVICE c \G ` BON TOP =St8 G LUMI SOF I PROP MIUDROMPR WI &1CA(FLOWPPI ROITROAD. RT AUTO 41� /l/CHI OF 649 \----\ PoSJ[q SP � NgY / n IDI M xOTIL STRUCTURE NORTHING EASTING STRM STRA1 3935857.341 11501941.652 STRM STRA2 3935851.044 11501940.283 STRM STRA3 3935714.574 11501926.161 STRM SIR B1 3935805.444 11501938.477 STRM SIR B2 3935800.756 11501958.103 STRM SIR B3 3935766.408 11501954.629 STRM SIR El 3935843.548 11501945.921 STRM SIR E2 3935887.174 11501954.626 STRM SIR E3 3935919.707 11501927.509 STRM SIR E3A 3935929.790 11501843.885 STRM SIR E4 3935944.381 11501826.749 STRM SIR E5 3935967.695 11501836.098 STRM SIR E6 3935980.806 11501760.531 STRM SIR F1 3935770.962 11501902.704 STRM SIR F2 3935734.180 11501844.632 STRM SIR F3 3935810.611 11501791.087 SAN SIR Sl 3935880.506 11501936.301 SAN SIR S2 3935900.862 11501927.455 SAN SIR S3 3935907.187 11501899.581 STORMCEPTOR 3935909.680 11501799.300 7A� \ -T CONIRACTORTOREPFLCE BENCHIkRN \�` \I - Ex WaNHOLE TOP MTH A D11 X-CUT OP u \ 41i TOP PRO FAORRY 4�i J / LO' zEm Lx IDISSIENTCON59ilLCLXM� O9. JUNE PG 75 U 5 5Z0.40 -5 520.1 0. �PROPP-uxOSCMERWILL -PPO -PROP. STEEL ENCASED SAN' (SEE UTIL PROFILE) , / A jFgZT2,.LOS cnvu>� E TO E TO yy/ OP. SAWCUf\ IMITB OF DISTURBANCE I / / / DRAIN UTILITY LEGEND R9b9MlGNO]£ TYPICAL NOTE TEXT PROPOSED NOTE RAN 9 SANITARY LABEL SAN a q STORM LABEL e SL SANITARY SEWER LATERAL y UNDERGROUND WATERLINE W - UNDERGROUND ELECTRIC LINE E UNDERGROUND GAS LINE G Bf OVERHEAD WIRE .H - UNDERGROUND TELEPHONE LINE T C UNDERGROUND CABLE LINE C - - - - - - - - - - - - - - - - - - - - STORM SEWER G SANITARY SEWER MAIN B HYDRANT SANITARY MANHOLE O p_ STORM MANHOLE ®/ k WATER METER 0 WATER VALVE • GAS VALVE GAS METER TYPICAL END SECTION p HEADWALL OR ENDWALL YARD INLET O CURB INLET CLEAN OUT O ELECTRIC MANHOLE Q TELEPHONE MANHOLE Q ELECTRIC BOX ELECTRIC PEDESTAL ® MONITORING WELL EST PIT / / IT Sf EASfbEN7 / DO, 17M ES 514 / SERFAL CASEMENT 6 P 511 W k REF, IN / 6 75 WENT } / ABDW.7BI / ROP PRIVATE / / LOT 2 9..8 5127 PG. 42, //1. / E%HOSPRAL W/L AN O WMVAULT (1go- BtN-D 11 7 4 ROP. PRIVATETEMP. OFFSITECON ESMTv..�� OO7 0 T NOTE' CONTRACT O�i TO LUCAIE EMS11NG�� V WATERLINE ANNECIICN --- .6 WB 5!)68 9.9 ]IF FG 1,17 20 10 50 GO � z z W~ W z z O pqz w ,Z oZ�i G_S m �x°tea REVISIONS REV DATE COMMENT BY ADDRESS COUNTY 1 IMBUE; COMMENTS DER ADDRESS COUNTY 2 11M18 COMMENTS DER ADDRESS COUNTY 3 2112/18 COMMENTS DER ADDRESS COUNTY 4 4I24/16 COMMENTS DER ADDRESS ACM 5 5'1ME1 COMMENTS DER ARCHITECT 6 &21/18 COORDINATION JOR WATERLINE FIELD ] 827/16 REVISION DER KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG TV fag Irs hee. Irs Me law. APPROVED FOR CONSTRUCTION PROJECT No.: V162083 DRAWN BY: ONE CHECKED BY: OUR DATE: e/2N2018 SCALE: 1"=20 CAD I.D. SS] PROJECT: PROP. SITE PLAN DOCUMENTS FOR AS -BUILT We! LOCATION OF SITE SEMINOLE TRAILAND PORT ROAD ALBEMARLE COUNTY, VIRGINIA AS -BUILT AS -BUILT INFORMATION HERON IS THE RESULT OF A FIELD RUN SURVEY COMPLETED 07/22/2021. 1 HEREBY CERTIFY THAT THE AS -BUILT INFORMATION AS SHOWN HEREON IS CORRECT. ROBERT C. HARR, JR. Lie. ND. JIII 1=2n NOTE: 1. AN INTERNAL BACKFLOW PREVENTER WILL BE REQUIRED FOR THE 2' DOMESTIC WATER LINE SERVING THE PROPOSED BUILDING. 2. CONTRACTOR TO ENSURE THAT THE HOSPITAL WATER SERVICE REMAINS ONLINE DURING ALL PHASES OF CONSTRUCTION. m BOHLER IS BIACKWELL PARK LANE, SUITE 201 11 WARRENTON, VIRGINIA 20186 Prone: (540) 348-4500 Fax (540)349-0321 9/27/2019 UTILITY ]PLAN SHEET NUMBER: C�501 5W 530 NTRACTONTO RAISE Ex MH RM PROP GRADE 5�4 BTM CONTRACTOR P PGRADE Ad REPLACE Ex MH.t DP WITH DH TOP SAS BTMSTM 5250i POP RG TOP STM 5]420' CLEAN an' Leww PROP HGL WKI, -- --- - 1s RCP iS56'LF PIPE TO BE WNCREtE 9F 15"RCP @ 10.00% 18-RCP 0 0,7m ENCASED 143.5f'LF a 15" RCP 0.53% �RW W, ^`t�W - n In k G x 2`a X ; �o g2y W.yr 2 > fin_ c to > H NO 104<9 10.59 11.00 LI nau 12.00 I =I M 13.00 PROP STM PROFILE (EX-A4 TO EX -AO) SCALE: 1'= WHORIZONTAL 1'=5'VflOTCAL KM 590 MIN PROPUNDERGROUND- S70W SYSTEM (DESIGNED BY OTHERS) z Sp 9 5W Sao DEFY BTM M M F F1 EX GRMOf ROPG E 1SCOVER(MIN 1SCOVERWRD LWIN) 1.6 WIN) ROPH IRA . 1TRCP 15-RCP -", H ze189% 93.32'LF 15"RCP fi4.5YLF FMOW 15" RCP 01.14% r(MI)mc G � C SO S $ e �1N0 6Annn @� ION �C ei lA lA Nad00 jEC> ¢ap ¢a>p 2 2> 'z 2=> z_ l0.60 1D✓A IVY 11.50 .00 PROP STM PROFILE (F-3 TO F=1) SGASE I'=50'HLRQOMAL 1'=5'VFJlIICP1 PROP STM PROFILE (A-2 TO EX-A2) SCALE: I'=50'HMUZOMK V=VVERTCN 540 550 SO 5ZJ 530 e IRA 78.95' LF 8"HDPE FX F1t40f / 10 1.84% ROP PACE INV=53339 =svn INv=sa. Rav iRt HDRION DRAIN i - ®t01% NI88 oINCATCH a o17r=5i181 � vss1.93 :$ 10W 10.50 „.00 PROP CANOPY TRENCH DRAIN PROFILE SCALE IN: W HORIZONTAL 1'=5'YERTICAL EMISSION PROP STM PROFILE (B-3 TO B-1) SCALE 1%50' HORIZONTAL V=5'VENTIC.VL UP 530 w 520 SBo 510 D?A PROPUNDERGI STORMS (DESIGNEDBYOI ED RG T BTM IRS srM sTM �' BTM Sla ES E5 75.9%'LF E1 f5"RCP 7ES PROF GRACE. 4280'LF 84.1TLF 15"RCP 001.75% vz5r- 15"RCP @0.51% 1S RCA 530 I^ ZFXP ROPHGL w 15RCT MIN STEM :� 5'RCP � E6) �.p sws 29.18'LF 22.70'LF 91VRCDP®0.96% f5"RCP P L.�a,"..�m„ 5' • 15"RCP (dW.95% "�BIMSTM LBW 5N.fii M 7T�OPSM BTM 63]ZL iOPSiM SN.BT CLEAR: iBY pq0 C AIPACIED FILL TOP SAM 52433 42.48'LF TJFAR: 5% RTM qTM 5N. 15 RCPEr iOPSAN %07B' 520 CLEAR: 60T @0.85% 532' m � - s $il ffi$v3 $ onN o6q NNCS 6NNNN 6Vf 64 �P WA VpN .-4 b ei lA lA NAF Htli tn4 N4Wb NOiO I�0' NM to aV NN YNiNN hNN VINVI PiNNN NNNN NNNN NafNN tnNN NNVI NN NN uu II II II alto g21- g22'= g22F II IIu �2h� II i2 g2 2> g21- Qap Zip 2>!p 2 »p 2>p ¢> 2 2> to 22> 22> to 2 11.59 2 12.50 13M0 PROP STM PROFILE (E-6 TO E-1) SCP1E 1'=50'HCPIZOMK 1'=5'VERTGAL SQN i CX. OTE 001 TRACTOR TOADJUSI RAry � � MWELEV ONOFE%ISTING SAq SAry STRUCTUI ESAN Ex-2 1 FIF F PRO LWDS.'APE _ J BTMSTM W02P WALL TOPSAB SIAM CLEAR: SW' BIM SLM 52886' TCPSAN 520.78' TOP SAN 51263 CLEAR: 60T _- CLEAR'. 53Y OX -- - - - - PROP 2 METAL " SUEEVE SLEEJFPER ACBA DETAIL To-21 - - BTN STM MrTOP 2909'- SAB 520.55 8'SAN qP CLEAR S0Z 2152'. 113% 572T- B'SAN DIP 28.58'LF a spry NP ®L16% 8"HOPE Oplan FZ 57.64' a"HOPE 8" HOPEE f.73% Iw IN O 2Kai og g Ad a pp 14 SON N%U N� NN tnCC NNN NNNN 14 NNNN bN g2 gZa g2 H hNNlh g2I l $2 ¢__° �2 - -: : ' 101 torso it tzwo t»so ,a.00 PROP SAN PROFILE (EX-2 TO EX-1) SOILE:1�59'HOPoZOMAL 1'=5'VFRTMAL BID 531 520 510 BIG REVISIONS REV DATE COMMENT BY 1 1019118 ADDRESS COUNTY JOR COMMENTS 2 11130113 ADDRESS COUNTY JOR COMMENTS 3 =2119 ADDRESS COUNTY JOR COMMENTS 4 4724119 ADDRESS COUNTY JOR COMMENTS 5 SOUND ADDRESS ACSA JOR COMMENTS B MIND ARCHITECT ARCHITECTJOR WATERLINE FIELD T WRT/19 REVISION LOP KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's test. IYs free. Its Ore low. AS-BUILTAPPROVED FOR CONSTRUCTION PROJECT No.: V1620&T DRAWN BY: DSH CHECKED BY: JOR DATE: m2GO18 SCALE: AS NOTED CAD I.D.: PU7 PROJECT: PROP. SITE PLAN DOCUMENTS POR Wawa° LOCATION OF SITE SEMINOLE TRAIL AND PROFFIT ROAD ALBEMARLE COUNTY, VIRGINIA m BOHLER AS -BUILT AS -BUILT INFORMATION HERON IS THE RESULT OF A FIELD RUN SURVEY COMPLETED 07122/2021. I HEREBY CERTIFY THAT THE AS -BUILT INFORMATION AS SHOWN HEREON IS CORRECT. T LOBERT C x VO HARR, JR. S Lic. No.3111 4' 9 E N GIN EE E I NG 28 BLACKWELL PARK LANE, SURE 201 WARRENION, WRGINIA201864 PlI (540) 31500 Fax: (540)349-0321 VA@Bohle/Eng.eom p lb _ 4'H.I S Robert C. Hm A}j 9/27/2019 If ��N/11. �/j AS -BUILT INFORMATION SHOWN AS THUS SHEET TITLE: 523.11 UTILITY NOTES: PROFILES 1. ALL STORMWATER PIPE FITTINGS SHALL BE WATERTIGHT FITTINGS. 2. CONTRACTOR TO VERIFY ALL MANHOLE SIZES PRIOR TO ORDERING STRUCTURES. SHEET NUMBER. I 3. DROP ORGREAtERSHALLBEUSEDINANYSTRUCTUREWITHA4' C C-502 MemOmu, ASBUILTINFORMATION HERON IS THE RESULT OF A FIELD RUN SURVEY COMPLETED 07/22/2021. 1 HEREBY CERTIFY THAT THE AS -BUILT INFORMATION AS SHOWN HEREON IS CORRECT. ROBERT C. HARP, JR. Lid. No. 3111 Robert C. AS -BUILT INFORMATION SHOWN AS THUS 523.11 ROOF DRAIN SCHEDULE Pipe Inver" Else. Length (ff) Slope 1%) INS, (in) Material upper (ffl lower IRA RD-1 53024 528.80 22.75 7.21% 6 PVC RP2 531.00 W24 7.91 9.60% 6 PVC RM MAID 528.6D 11.85 8.44% 6 PVC 11045 MH.QD 52950 12.7 11.81% 6 PVC RD-10 USED MADD 10R) 476% 6 PJC RD-11 529.AD 52830 24.35 1 3.70% 6 1 PJC RD-12 MAD MAC 13,88 360% 6 PAID RD-13 M32 MAD 10.78 3.90% 6 WC RD-14 531.00 53D32 18.OD 3.78% 6 PVC RD-15 53130 531.00 13.46 3.71% 6 WC RD-16 531.50 52850 13.72 21.87% 6 PVC RD-17 531.50 529.40 13.46 15.60% 6 WC RD-18 531.50 529.90 12.60 12.70% 6 PVC RD-19 531.50 530.32 12.60 9,37% 6 PVC RO-20 529.86 528.50 40.00 3.40% 6 PVC RD-21 531.30 SM.70 5.25 IIA356 6 PVC RO-22 531.33 529.86 22.50 653% 6 PVC RD-23 53150 53133 6.25 432% 6 PVC RD-24 531R7 53133 26.00 2,08% 6 PVC RD-25 53200 SMART RIGS 2.08% 6 PJC RDI 531.31 529.86 69.59 2.08% 6 PJC RO N MI 531.31 21.75 2.08% 6 NC RD-28 DIED 531.76 THIS 9.74% 6 we RD-29 532.30 531.7fi MUDD 2.08% 6 NC RD30 02.75 532.30 TIED 5.92% 6 PJC RD31 MIN 532.30 MUDD 2.08% 6 PVC RDa2 Evm MU& 7.0 206% B PVC ENERGYBALANCE Sile: Wawa Pron County: Albemarle Stone Event: 1 Year 24-Hour Rainfall Depth: 3.0" (See rmfes 4) Point of Intruirest I- nc�TTr ommgmks Pre-0evelopment Flow s) 4.74 Curve Number munciff DeputIn ralnage Anne ac V, Runo Volume (ac-in Post4Development Flowlots) 0.80 mprovement actor Curve Number Runoff Depth In iLi ralnage rea ac 1.95 0.25 V, Runoff Volume herc-ODI . Energy Balance (EB) os- ev re re V post - ost- v owe e cts) rb ev as Notes: 1. Q Post-Dev must always be less than or equal to Q Pre-Dev 2. Q Post-Dev is not required to be less than that calculated in the equation (0 forest x RV forest) / RV Post-Dev 3. I.F. = 0.8 for POls > 1.0 acre, 0.9 for POIs s 1.0 acre 4.24-Hour Rainfall Depth per VA SWM Handbook, Ch. 11, Amp. 11-B B. RV, Runoff Volumes per VA SWIM Handbook, Ch. 11, App. 1 TIC INTE. THE ALLOWABLE RELEASE RATE FOR PE I YEAR IS GAGUUR0AS 2m OFF FOR WI I AND IS MET BY PROVIDING A PROPOSED RELEASE RAh CF22on THE ALLMAKE RELEASE RATE FOR THE I YEAR FOR THE REMAINIBG DISTURBED AREA ISO &DES. NO DETENTION MEASURES ME APPLIED TO THIS DNA GAGE RESULTING INA RELEASE RATE OF0 B4 POI AND THE RBJAINIAG UNOEWNED DISTUREED AREA RFAGH THE SAME ULTIMATE POI IN THFOINrMT WDRAINAGE PSTEM. THER30RE THEOVERDETENTION OF PGI I OF 252GTE WITH AN ALLOWABLE RELEASE RATE OF80 CIS IS IN f%CESSOFTHEM OWABLEREAPSERATE THE SHNNEOALUSNABIE RELEASE RATES FOR POI AND THEUNDBAINED 06NA&DAAFA5200 FOR=3UG 5. ME PROPOSED RELEASE RATE FOR POI I AND THE UNDHAINED DISTURBED AREAS 2E240MR3311CF5.THEREFORE. HE SITE 15 CO51PUAW FOR ENERGY BALANCE AND MEETS CHANNEL PROTEUM REGUREMENS, 10 YEAR HEADWATER COMPUTATIONS Structure DA Drainage Area (ac) C Rune CoeKlclml I Intensity (Inho 0 10Yr Flow INs) Need Water (R) Rim l Invert Elevation (R) 10 Yr WSE lPo Remerks No. Type EX.A1 Ex.Grata 01-1 0.71 0.82 7.20 4.19 0.35 Rim 52606 U(IAl E4 Greh 01.1 0.35 On 7.20 1.84 0.35 Rim 532.63 532.98 SANITARY SCHEDULE STRUCTURE STRUCTURE TOP OF UPPER LOWER PIPE PIPE PERCENT NUMBER TYPE CASTING INVERT INVERT LENGTH Sm SLOPE (SAN) ELEV. (FEET) TYPE EX. MH 536.35 - - - - - EX-2-. SAN-3 - - 524.18 521.28 152.51 8"/PVC 1.901% MANHOLE 533AO - - - - - SAN-3 , SAN-2 - - 521.18 520.85 29.09 8" / DIP 1.13% MANHOLE 532.95 - - - - - SAN-2,SAN-1 - - 520.75 520.50 21.52 8"/DIP 1.16% MANHOLE 532.85 - - - - - SAN-1 - EX-1 - - 520.40 519.31 57.27 8" / DIP 1.90% 10 YEAR STORM COMPUTATIONTS From Point To Point Drain. Area (acres) Runoff Coeff. C CA Inlet Time (min) Rainfall Intensity (In/hr) 0 Invert Elev. Length (fl) Slope ( % ) Dla. (In) n Capacity lots) Velocity (fps) Flow Time G/ Ofull V/ Wull Vfull Remarks mnrm Incr. L Incr. lots) Known lots) L (COLOR) Upper (ft) Lower (ft) Incr. (min) L (min) EX.A4 A3 0.28 0.90 0.25 0.25 5.00 6.64 1.66 - 1.66 524.94 523.41 15.57 9.83% 15 0.013 20.30 9.55 0.03 5.03 0.08 0.58 16.55 A3 EX.A2 - - - 0.25 5.03 6.63 - - 1.66 523.31 522.59 143.53 0.50% 15 0.013 4.59 3.37 0.71 5.74 0.36 0.90 3.74 EX.A2 EX.A1 - - - 0.25 5.74 6.44 - - 9.03 522.49 521.66 71.88 1.15% 18 0.013 11.32 7.07 0.17 5.91 0.80 1.10 6.40 EX.A1 EX.AO 0.71 0.82 0.58 0.83 5.91 6.40 3.71 - 12.73 521.46 521.21 34.24 0.73% 18 0.013 9.00 5.09 0.11 6.02 HAI 1.00 5.09 A2 Al - - - - - - - 7.42 7.42 524.00 523.60 9.13 4.38% 60 0.013 546.61 9.69 0.02 5.02 0.01 0.35 27.84 Al EX.A2 - - - - - - - - 7.42 1 523.50 522.59 20.08 4.53% 18 0.013 22.42 1 11.15 0.03 5.05 0.33 1 0.88 12.69 63 B2 0.19 0.82 0.16 0.16 5.00 6.64 1.06 - 1.06 525.58 525.42 32.00 0.50% 15 0.013 4.58 3.00 0.18 5.18 0.23 0.80 3.73 B2 B1 0.12 0.90 0.11 0.27 5.18 6.59 0.73 - 1.78 525.32 525.21 21.70 0.51% 15 0.013 4.61 3.47 0.10 5.28 0.39 0.92 3.76 E6 E5 0.06 0.90 0.05 0.05 5.00 6.64 0.33 - 0.33 531.00 529.85 75.60 1.52% 15 0.013 7.99 2.93 OA3 SA3 0.04 OA5 6.51 E5 E4 0.08 0.90 0.07 0.12 5A3 6.52 0.46 - 0.79 528.85 528.70 25.12 0.60% 15 0.013 5.01 2.92 0.14 5.57 0.16 0.72 4.08 E4 E3A 0.35 0.73 0.26 0.63 5.57 6.49 1.69 0.20 4.29 528.60 528.40 23.18 0.86% 15 0.013 6.02 5.31 0.07 5.64 0.71 1.08 4.90 E3A E3 - - - 0.63 5.64 6.47 - - 4.28 528.30 527.78 83.66 0.62% 15 0.013 5.11 4.66 0.30 5.94 0.84 1.12 4.16 E3 E2 0.05 0.89 0.04 1 0.67 1 5.94 6.39 1 0.28 1 - 4.48 527.68 1 527.29 43.28 1 0.90% 15 1 0.013 6.15 5.43 0.13 6.07 0.73 1.08 5.01 E2 E1 - - - 0.67 6.07 6.35 - - 4.46 527.19 526.75 42.59 1.03% 15 0.013 6.58 5.75 0.12 6.19 ON 1.07 5.36 F3 F2 0.14 0.81 0.11 0.11 5.00 6.64 0.73 0.49 1.22 528.50 527.55 92.92 1.02% 15 0.013 6.55 1 3.99 0.39 5.39 0.19 0.75 5.34 F2 F1 0.14 0.77 0.11 0.22 5.39 6.54 0.72 - 1.93 527.45 526.75 64.44 1.09% 15 0.013 6.75 4.70 0.23 5.62 0.29 0.86 5.50 TRENCH OW 0.37 0.67 0.25 0.25 5.00 6.64 1.66 - 1.66 531.87 531.40 21.97 2.14% 8 0.013 1.77 5.76 0.06 5.06 0.94 1.14 5.08 OW E4 - - - 0.25 5.06 6.62 - - 1.66 531.20 528.95 58.55 3.84% 8 0.013 2.38 7.29 0.13 5.19 0.70 1.07 6.W AS -BUILT 10 YEAR HGL COMPUTATIONS Structure ND. O m WSE Do (In) go Lo Sio I%) Xf JUNUMN LOSS Final X Inlet WSE Flow Une Elm. Inlet Shaping PreLast Structure Jumtion Loss ReductionEX.A1 Remake vi CA-W WA212gNi Angle K Xd Xt 13H1 0.5 X1 MIS 10 12.T3 U.24 1.47% 0.5D 03 7.07 63.85 0.78 0.0 - - OOO 0.37 OAS 0.24 0.75 523.51 526A6 Yes - Yes EX.A2 523.51 10 9A3 71.88 0.74% 0.53 2 11.15 82.76 1.93 0.68 8 0.05 0.10 0.97 - 0.49 1.02 524.0 01.60 Yes - Yes A3 524.52 15 HUSS 143.53 01 0.09 M0.1 9.55 15.85 1.42 ON 72 ON 0.88 1.42 - 0.71 ON S25.33 W.13 Yes Yea YeeEX.A4 525.33 15 1.86 15.57 01 0.01 0.35 OA6 0.23 0.24 525.57 530.14 Yes - Yes Al 524.52 10 7.42 20.08 0.50% 0.10 42 9.69 71.88 1.46 0.51 90 0.70 1.02 2.01 - 1.01 1.11 525.63 532.50 Yes Yes Yes A2 527.60 60 7.42 9.13 0.00% 0.00 9.69 0.38 1 1 0.36 - 0.18 0.18 527.78 532.50 Yes Yes Yes B2 528.15 15 1.78 21.70 000% 0.02 3.47 0.05 1.06 3.00 3.18 0.14 0.05 76 0.64 DOD 0.19 0.24 0.12 0.14 528.29 530.75 Yes Yes Yes B3 528.29 15 IDS 32DO 003% OA1 3,00 0.03 003 DUDS ON 0.03 52,32 528,65 Yes Yes Yes E2 528.15 15 4.46 42.59 O48% 020 575 0.13 4.48 SA3 24.34 0.46 0.16 50 047 01 0S) - 0.25 0.46 528.61 53240 Yes Yes Yes ESE 528.61 15 4.0 43.26 OHMS% 021 5.43 0.11 AM 4.66 19.0 0.34 0.12 9 DAIS 0.14 0.39 - 0.19 0.40 529.00 532A0 Yea Yes Yes Elk MAN 15 4.28 B3.66 0.44% 0.37 4.66 ON AN 5.31 0.80 0.44 0.15 40 0.3B 0.17 0.40 - ON 0.57 529.57 533.30 Yes Yes Yes E4 51 15 AN 23.18 OUHI 0.10 5.31 0.11 1.W 729 12.11 On ON TO 0.61 0.50 0.90 1.17 0.59 0.69 MOSS 532.63 Yes Yes Yes E5 MUM 15 0" 25.12 0.01% 0.00 2.92 0.03 0.33 2.93 0.97 0.13 0.05 105 0.70 ON 0.17 0.23 0.11 0.12 530.38 532.35 Yes Yes Yes E6 530.85 15 0.33 75.60 0.00% 0.15 2.93 0.03 0.03 ON 0.0E 0.17 531.0E 535.83 Yes Yes Yes R 528.15 15 1.93 1 0.09% 0.06 AID ON 1.2E 3.99 4.85 0.25 GLOB - - OGO 0.17 01 0.11 0.17 528.32 531.60 Yes Yes Yes F9 528.55 15 122 92.9E 0.04% 0.03 3.99 ON 0.06 0.08 0.04 0.07 528.6E 532.33 Yes Yes Yes 10 YEAR INLET COMPUTATIONS Inlet DA C 1 0 rib G S Sx n T W Sir On Gads Intake Only Sag Inlets Only Remarks No. Type Length (ft) Drain Area )acres) Runoff Coeff. low Ideal city (II Ina. Flow Ich) Carry aver Flow (ch) Accum. Flow (chl Gutter Slope (%) Print Crowe Slope (%) Spread On Grede (ft) Gutter Width (R) W I T Gutter Cross Slope I%) Bar 1 Sx Ed (App. OCAI a (in) SAN =al (12W) I%) Se=Sx +81e (Sol 1%) LCComp. Length (SPAT) (ft) 4Spec 4fied Length (ft) L I Lt E Ol Ob Down Oi d h (ft) d I h Ts a2'20 Eff. (SC-18) lI Flow late) gyp. Flow Ichl Stream Inik Flow (cal Depth (ft) Spread In Sag lft) Str. EX.A4 Ex. Curb Dl-3C 10 0.28 0.90 6.64 1.67 - 1.67 833 3.80 0015 2,77 2.00 072 8.33 2.19 0.99 3,09 1286 16A9 12) 10 0.77 0.93 1.56 0.11 - - - - - - On Grade B2 Comb DF2A 6 LT FIT 0.03 0.09 0.90 G.BR 6.64 0.18 0.51 - 0.69 1.00 1.00 8.00 0.015 1.52 2.25 2.00 1.32 0.89 8.33 2.08 - - - 0.69 0.10 0.46 0.22 1.19 In Sag E6 Curb DQB 6 O.N ON SAM 0.36 - 0.36 ROD 0.10 0015 1.33 2.00 1.50 8.33 83.30 ADO 3,98 1856 1686 63 6 LED 0.98 0.35 0.01 - - - - - - On Goals E5 Curb Dl3B 6 ON ON SABA a." - DAIS 3.00 HUED 0.015 1.78 2.00 1.12 am 5.55 1.00 3.61. 15.16 16.66 5.6 6 1.07 1.00 0.9 - - - - - - - On Grade E3 Curb Dl-3C 6 LT FIT 0.01 0.04 ON 0.90 SAM am 0.24 - 0.30 2.10 1A0 2.00 0.015 0.88 1.69 2A0 2.29 1.18 8.33 3.52 - - - 0.30 0.06 GUM 0.12 0.68 In Sag F2 Out D13B 6 LT SIT OA2 0.02 0.70 0.90 6.64 0.56 0.12 - 0.68 1.40 1.90 2.00 0015 2.74 1.16 2.00 0.73 1.73 8.33 3.52 - - - 0,68 0.10 0.46 0.21 1.18 In Sag F3 Cute Mod. DI-13 6 LT FIT 0.06 0.08 0.90 ON 6.64 0.36 0.48 - 0.84 3,00 200 2.00 0,015 1.60 1.93 2.00 1.25 IN 8.33 3.52 - - - 084 0,11 0.46 025 1.35 In Sag W 0 z a�g�o s a3yd C w REVISIONS REV DATE I COMMENT BY 1 10I9I18 ADDRESS COUNTY JOR COMMENTS 2 1IIM18 ADDRESS COUNTY JDR COMMENTS 3 =2119 ADDRESSE JDR COMMENTS COMMENTS 4 4124/19 ADDRESS COUNTY JDR COMMENTS 5 5115/19 ADDRESS ACSA JDR COMMENTS B &21/19 ARCHITECT JDR CAWRDINATION WATERLINE FIELD 7 912T119 REVISIONAll JDR KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. Irs tree. Its ere MAN, APPROVED FOR CONSTRUCTION DRAWN BY: DSH CHECKED BY: JOB DATE: 6A22rzm8 SCALE: AS NOTED PROJECT: PROP. SITE PLAN DOCUMENTS FOR Wei wa° LOCATION OF SITE MINOLE TRAIL AND PROFFIT ROAD ALBEMARLE COUNTY, VIRGINIA m BOHLER E N G IN EE E I NG Phone Fax: RK LANE, SUITE WRGINIA20186 9/27/2019 STORM PUTATION S SHEET NUMBER: C mi