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SDP200600128 Plan - Approved 2008-05-20
J PAVILIONS AT PANTOPS PHASE 11 , NORTH & WEST INDEX OF SfIEETS ALBEMARLE DRAWING 140. SHEET CENTER/EDGE OF STREAM NO. CS1 1 OF 20 C1 2 OF 20 C2 3 OF 20 C3 4 OF 20 C4 5 OF 20 C5 6 OF 20 C6 7 OF 20 C7 6 OF 20 G8 9 OF 20 C9 10 OF 20 CIO 11 OF 20 C11 12 OF 20 C12 13 OF 20 C13 14 OF 20 C14 15 OF 20 C15 16 OF 20 C16 17 OF 20 C17 18 OF 20 C78 19 OF 20 C19 20 OF 20 GENERAL NOTES, DETAILS & TYPICAL SECTIONS EXISTMIO CONDRIONS & DEMOLITION PLAN OVERALL PLAN SITE PLAN (NORTH) SITE PLAN (WEST) ROAD PROFILES STORM SEWER PROFILES STORM SEWER PROFILES STORM SEWER COMPUTATIONS SANITARY SEWER PLAN AND PROFILES (NORTH), ROAD ENTRANCE PROFILES k WALL DETAILS SANITARY SEWER PLAN AND PROFILES (WEST), RWSA NOTES WATER MAIN PROFILES & CULVERT COMPS EROSION t SEDIMENT CONTROL PLAN (NORTH) EROSION & SEDIMENT CONTROL PLAN (WEST) EROSION & SEDIMENT CONTROL NOTES AND DETAILS EROSION & SEDIMENT CONTROL NARRATIVE AND DETAILS LANDSCAPE PLAN (NORTH) LANDSCAPE PLAN (WEST) E & S / SWM DRAINAGE AREAS BY OTHERS (FOR INFORMATION ONLY) LEGEND EXISTING NEW DESCRIPTION I EXISTING NEW DESCRIPTION CONTOUR (INDEX AS -----See----- _500- INDICTED ON SITE PLAN) CONTOUR (INTERVAL AS - - - - - - INDICTED ON SITE PLAN) • 49950 +991 SPOT ELEVATION OVERLAND FLOW DIRECTION ^^^�^------'-• 'rM1iMMMMMrS.x. HEDGEROW rv-v-v-r,••rv�,� lyyyvylvv� TREE UNE - - - - - ADDRESS COUNTY OF ALBEMARLE, ACSA AND VDOT COMMENTS CENTER/EDGE OF STREAM 3/8/L 2 EDGE OF PAVEMENT CR --- ---- PROPERTY UNE CR - -- - BOUNDARY UNE - - - - - - - RIGHT-OF-WAY 5 ------------- PUBLIC ALLEY EASEMENT 10/5/0 --- ------ --- - PROPERTY LINE FOR DT 1/11/0 CONVEYANCE TO OTHERS ACS4 AND RISA COMMENTS -------- BUILDING SETBACK - - - - - TAX MAP UNE - SAN - 8 SAN SANITARY SEWER SQ SD SO BLOW OFF VALVE TELEPHONE POLE WITH GALVANIZED STORM SEWER EX 8" WATER e, WATER WATER LINE POWER POLE - OHE - -OHE - OVERHEAD ELECTRIC UNE OHT - - OHT - OVERHEAD TELEPHONE UNE -UGE- -UGE- UNDERGROUND ELECTRICAL LINE -UGT- -UGT- UNDERGROUND TELEPHONE LINE -GAS- -GAS- GAS UNE CIP CAST IRON PIPE ABANDONED OR DEMOLISH UTILITY o 15, 15, ® BENCHMARK w o o --:.-o FENCE 0 0 0- 0 SW EarC FENCE WITH GATE CHAIN LINK IPS IRON PIN SET GUARDRAIL TO BE A13ANDONEO CMP - - - DRAINAGE DIVIDE IRON PIN FOUND --------- DECK OUTLINE NEW STORM DRAINAGE STRUCTURE (�J9 - STRUCTURE NUMBER NEW SANITARY STRUCTURE S6 - STRUCTURE NUMBER NOTE: 1. THE SIZE OF SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. 1 ADDRESS COUNTY OF ALBEMARLE, ACSA AND VDOT COMMENTS CR 3/8/L 2 ADDRESS COUNTY OF ALBEAARLI~ ACSA RWSA AND VDOT COMM. CR 5/15/ 3 CLIENT DIRECTED CHANGES / ADDRESS VDOT COMMENTS CR 6/4/0 4 CUENT DIRECTED CHANGES / ADDRESS AUEINRI.E COUNTY COMMENTS CR 9/12/1 5 PARKING DATA UPDATED CR 10/5/0 6 ADDRESS COUNTY OF ALWMIRLE COMMENTS DT 1/11/0 ,ADDRESS ACS4 AND RISA COMMENTS DJM 3/20/0 L I RFvISION BY DATE RIVANNA MAGISTERIAL DISTRICT RIP -RAP 0 STOP STOP SIGN O STRUCTURE FUTURE STRUCTURE ® J DEMOLISH OR ABANDON STRUCTURE REVERSE CURB & GUTTER (CG -6R) ®CURB & GUTTER TRANSITION FROM (OR TO) REVERSE CURB & GUTTER DECEMBER 18, 2006 FINAL SITE PLAN 0 WATER METER FH 't' FIRE HYDRANT Y. •\t MDC FIRE DEPARTMENT FINISHED FLOOR SO CONNECTION 1%v • WATER VALVE ®GV ®GV GAS VALVE ® 0 SAN SEWER MANHOLE sr 0 STORM SEWER MANHOLE kk P=j CURB DROP INLET ® 0 DROP INLET 0 -O SANITARY CLEAN OUT O SQ LIGHT POLE �3 BLOW OFF VALVE TELEPHONE POLE WITH GALVANIZED S.F. GUY WIRE & ANCHOR BRL BUILDING RESTRICTION UNE POWER POLE HORIZONTAL BEND } TREE C/C •f+c SHRUB HANDICAP STA WETLANDS QIPF CURB & GUTTER IRON PIN FOUND HIGH DENSITY POLYETHELENE *IP$ IRON PIN SET CIP CAST IRON PIPE BORING TEST HOLE ® ® BENCHMARK w BM INV RIP -RAP 0 STOP STOP SIGN O STRUCTURE FUTURE STRUCTURE ® J DEMOLISH OR ABANDON STRUCTURE REVERSE CURB & GUTTER (CG -6R) ®CURB & GUTTER TRANSITION FROM (OR TO) REVERSE CURB & GUTTER DECEMBER 18, 2006 FINAL SITE PLAN VICRQTY lyiA 1'=2000' AFF ABOVE FINISHED FLOOR EX OR EXIST EXISTING SAN SANITARY SEWER AHD AHEAD FF FINISHED FLOOR SO STORM DRAIN ARV AIR RELEASE VALVE FH FIRE HYDRANT SFA SINGLE FAMILY ATTACHED BC BACK OF CURB FL FLUORIDE SFD SINGLE FAMILY DETACHED BF BASEMENT FLOOR FOC FACE OF CURB SHC SEWER HOUSE CONNECTION BM BENCH MARK GF GROUND FLOOR SQ SQUARE BOV BLOW OFF VALVE GALV GALVANIZED S.F. SQUARE FEET BRL BUILDING RESTRICTION UNE HB HORIZONTAL BEND S.S. STAINLESS STEEL C/C CENTER TO CENTER HC HANDICAP STA STATION C&G CURB & GUTTER HDPE HIGH DENSITY POLYETHELENE STD STANDARD CIP CAST IRON PIPE HK HOOK STL STEEL q CENTER UNE INV INVERT SW EarC C.L. CHAIN LINK IPS IRON PIN SET TBA TO BE A13ANDONEO CMP CORRUGATED METAL PIPE IPF IRON PIN FOUND TSR TO BE REMOVED CO CLEAN OUT JB JUNCTION BOX TC TOP OF CURB CONC CONCRETE LF LINEAR FEET (TH) TOWNHOUSE CP CONTROL POINT �� ��i. �f Of��•1 1. CUBIC YARDS MH MANHOLE TYP TYPICAL DIA DIAMETER NIC NOT IN CONTRACT UG UNDERGROUND DIM DIMENSION NTS NOT TO SCALE LION UNLESS OTHERWISE NOTED DIP DUCTILE IRON PIPE O.C. ON CENTER VAR VARIABLE DU DRIVE UNDER PE POLYETHYLENE W WATER LINE DPLX DUPLEX PROP PROPOSED WO WALKOUT ESMT EASEMENT PS PLANTED STONE FOUND WAT WATER EL ELEVATION PVC POLYVINYL CHLORIDE WHC �•►=i� w �► �a4, RCP REINFORCED CONCRETE PIPE WM WATER METER EDP EDGE OF PAVEMENT REQ'D REQUIRED WT WATERTIGHT EQPT EQUIPMENT RT RIGHT WWF WOVEN WIRE FABRIC R/W RIGHT OF WAY YDS YARDS VICRQTY lyiA 1'=2000' AFF ABOVE FINISHED FLOOR EX OR EXIST EXISTING SAN SANITARY SEWER AHD AHEAD FF FINISHED FLOOR SO STORM DRAIN ARV AIR RELEASE VALVE FH FIRE HYDRANT SFA SINGLE FAMILY ATTACHED BC BACK OF CURB FL FLUORIDE SFD SINGLE FAMILY DETACHED BF BASEMENT FLOOR FOC FACE OF CURB SHC SEWER HOUSE CONNECTION BM BENCH MARK GF GROUND FLOOR SQ SQUARE BOV BLOW OFF VALVE GALV GALVANIZED S.F. SQUARE FEET BRL BUILDING RESTRICTION UNE HB HORIZONTAL BEND S.S. STAINLESS STEEL C/C CENTER TO CENTER HC HANDICAP STA STATION C&G CURB & GUTTER HDPE HIGH DENSITY POLYETHELENE STD STANDARD CIP CAST IRON PIPE HK HOOK STL STEEL q CENTER UNE INV INVERT SW SIDEWALK C.L. CHAIN LINK IPS IRON PIN SET TBA TO BE A13ANDONEO CMP CORRUGATED METAL PIPE IPF IRON PIN FOUND TSR TO BE REMOVED CO CLEAN OUT JB JUNCTION BOX TC TOP OF CURB CONC CONCRETE LF LINEAR FEET (TH) TOWNHOUSE CP CONTROL POINT LT LEFT TS&V TAPPING SLEEVE & VALVE CY CUBIC YARDS MH MANHOLE TYP TYPICAL DIA DIAMETER NIC NOT IN CONTRACT UG UNDERGROUND DIM DIMENSION NTS NOT TO SCALE LION UNLESS OTHERWISE NOTED DIP DUCTILE IRON PIPE O.C. ON CENTER VAR VARIABLE DU DRIVE UNDER PE POLYETHYLENE W WATER LINE DPLX DUPLEX PROP PROPOSED WO WALKOUT ESMT EASEMENT PS PLANTED STONE FOUND WAT WATER EL ELEVATION PVC POLYVINYL CHLORIDE WHC WATER HOUSE CONNECTION ELEC ELECTRIC RCP REINFORCED CONCRETE PIPE WM WATER METER EDP EDGE OF PAVEMENT REQ'D REQUIRED WT WATERTIGHT EQPT EQUIPMENT RT RIGHT WWF WOVEN WIRE FABRIC R/W RIGHT OF WAY YDS YARDS nD M. JENSEN No. 11484 SITE DATA: FRONT - 25' • I:1 • •• 1 • 5 •' I� SOUTHERN DEVELOPMENT _�/mow//� /��/�+' DESIGNED BY: MIJ•[M 1 •�wwwnm ATTN: CHARLES ARMSTRONG TO 10' IS ALLOWED AS THE SITE (434)245-0894 1 IU • I' •�!• �' NORTH PANTOPS, LLC. • • ' - mass momme Kiv�&a mvi I "MIZI F.11 im' '•' rGMEMEN CHARLOTTESVILLE, VA 22911 1 • U' IU (434)979-8181 nD M. JENSEN No. 11484 SITE DATA: FRONT - 25' DEVELOPER/APPLICANT: SOUTHERN DEVELOPMENT 'SIDE - 10' 170 SOUTH PANTOPS DRIVE DESIGNED BY: CHARLOTTTSVILLE, VA 22911 REVISION NUMBER: ATTN: CHARLES ARMSTRONG TO 10' IS ALLOWED AS THE SITE (434)245-0894 OWNER: NORTH PANTOPS, LLC. SURVEYORS 195 RIVERBEND DRIVE 35' CHARLOTTESVILLE, VA 22911 WATERSHED RESOURCE AREA: (434)979-8181 ENGINEER: WW ASSOCIATES. INC NONE 1402 GREENBRIER PLACE WATER SUPPLY PROTECTION AREA: CHARLOTTESVILLE VA 22901 434) 984-2700 316 ADT TTN: DAVID M. JENSEN, P.E. SOURCE OF BOUNDARY: RIVANNA ENGINEERING AND SURVEYING, PLC SOURCE OF TOPOGRAPHY: LOUISA AERIAL SURVEY, INC. JANUARY 4, 2007. 5.71 ACRES (248.751 SF) SUPPLEMENTAL SURVEY PROVIDED BY WW ASSOCIATES. APRIL 2007. VERTICAL DATUM: NAVD 88 (MONUMENT /HWO496 AND EXISTING MH) COUNTY, STATE: ALBEMARLE COUNTY, VA MAGISTERIAL DISTRICT: RIVANNA TAX MAP REFERENCE: RESIDUE TMP 78-12 ZONE: R-6: CLUSTER DESIGNATION EXISTING USE: VACANT PROPOSED USE: NORTH SITE AREA - 4.02 ACRES TOTAL SPACES REQUIR�D (51+6) NORTH UNIT COUNT - 24 (TOWNHOMES) PARKING PROVIDED (PHASE II NORTH): NORTH DENSITY - 6 UNITS/ACRE 16 NORTH AREA OF LOTS - 1.61 ACRES (40,05x PARKING PROVIDED ON LOTS NORTH AREA OF ROADS (PRIVATE) - 0.34 ACRES NORTH IMPERVIOUS AREA - 1.22 ACRES30. 5X 4 NORTH AREA OF OPEN SPACE - 2.4 ACR 59. OR) RESIDENT PARKING WEST SITE AREA - 5.71 ACRES WEST UNIT COUNT - 32 (TOWNHOMES) 68 WEST DENSITY - 6 UNITS/ACRE WEST AREA OF LOTS - 1.93 ARES (33.BOx WEST AREA OF ROADS (PRIVATE) - 0:47 AC ES 8 WEST IMPERVIOUS AREA - 1.5 ACRES (27.50%) TOTAL SMSACES REQUIRED (68+8) WEST AREA OF OPEN SPACE - 3.78 ACRES (66.20%) YARD REQUIREMENTS: FRONT - 25' 3. EACH UNIT SHALL BE EQUIPPED WITH EITHER A FREE-STANDING LIGHTING FIXTURE OR A WALL MOUNTED FIXTURE WITH LESS THAN 3000 LUMEN. 'SIDE - 10' DESIGNED BY: REAR - 20' REVISION NUMBER: *NOTE: THE SIDE SETBACK REDUCTION TO 10' IS ALLOWED AS THE SITE IS IN COMPLUNCE WITH SECTION 4.11.3 OF THE ALBEMARLE COUNTY CODE. SURVEYORS MAXIMUM BUILDING HEIGHT: 35' DRAWING NUMBER: WATERSHED RESOURCE AREA: COMMUNITY DEVELOPMENT AREA RESERVOIR WATERSHED: NONE ;TATE WATER SUPPLY PROTECTION AREA: NONE ESTIMATED TRAFFIC GENERATION: 316 ADT AREA (PHASE II NORTH): 4.02 ACRES (175,190 SF) WWA NUMBER: 205143.04 AREA (PHASE 11 WEST): 5.71 ACRES (248.751 SF) DATE: PARKING TABULATION PARKING REQUIRED (PHASE 11 NORTH): RESIDENT PARKING '2.11 SPACES_/UNIT (24x2.11) 51 EST 1 SPACER/4KIUNNIITS (24 4) 6 TOTAL SPACES REQUIR�D (51+6) 57 PARKING PROVIDED (PHASE II NORTH): GUEST PARKING 16 PARKING PROVIDED ON LOTS 48 TOTAL PROVIDED 4 PARKING REQUIRED (PHASE 11 WEST): RESIDENT PARKING 2.09 SPACES/LINT (32x2.11) 68 1 SPACEA/4I UNITS (32/4) 8 TOTAL SMSACES REQUIRED (68+8) 76 PARKING PROVIDED (PHASE 11 WEST): GUEST PARKING 11 PARKING PROVIDED ON LOTS 64 TOTAL PROVIOLu 79 -MM PARKING REQUIRED (PHASE 11): RESIDENT PARKING 2.11 SPACES/UNIT (56 x2.11) 119 1UEST SPACEA4KUNNNGGITS (56/4) 14 TOTAL S�ACES REOUIRED (119+14) 133 PARKING PROVIDED (PHASE IQ: GUEST PARKING 27 PARKING PROVIDED ON LOTS 112 TOTAL PROVIDED 139 *PARKING MODIFICATIONS OF SECTION 4.12.2 (C) TO 2.11 PARKING RATIO APPROVED BY WILLIAM FRTZ, DEPUTY ZONING ADMINISTRATOR PER ELECTRONIC COMMUNICATION WITH KEITH LANCASTER SOUTHERN DEVELOPMENT DATED 02/27/07. JNOTES 1. STORMWATER MANAGEMENT QUANTITY AND QUALITY CONTROLS FOR THE ENTIRE SITE ARE PROVIDED IN EXISTING STORMWATER MANAGEMENT FACILITIES 1. 2 & 3 FOR LUXOR & NORTH PANTOPS COMMERCIAL DRAINAGE AREAS BY OTHERS ARE PROVIDED FOR INFORMATION ONLY ON SHEET 19. 2. ALL STREETS CONSTRUCTED WITH THIS PLAN SHALL BE PRIVATELY OWNED AND MAINTAINED. A TWENTY-NINE FOOT WIDE ACCESS EASEMENT SHALL BE PROVIDED FOR ALL PRIVATELY OWNED AND MAINTAINED STREETS. 3. EACH UNIT SHALL BE EQUIPPED WITH EITHER A FREE-STANDING LIGHTING FIXTURE OR A WALL MOUNTED FIXTURE WITH LESS THAN 3000 LUMEN. 4. SOLID WASTE SHALL BE COLLECTED IN DUMPSTER AND PICKED UP BY PRIVATE SERVICE. DESIGNED BY: PROJECT: REVISION NUMBER: ENOINEM CR PAVILIONS AT PANTOPS PHASE 11 7 DPAWN St. to SURVEYORS FINAL SITE PLAN DRAWING NUMBER: COVER SHEET PLANNERS CS 1 REVIEWEDer REVIEWED ;TATE DAM SHEET NUMBER: WWA NUMBER: 205143.04 FILE NAME: 514304C-CS1.dwg SCALE: V N%A 12/18/06 DATE: 1 of 20 95BLIM 1. AREAS ON WHICH FILL 6 1O E RACED. SMALL E aiAREA CURBED. AND SEEPED OF TOPSOIL SOL MTnALS SHALL E FREE OF OEKBS, ROOTS, W00111, SCRAP MAIIEMAL. VEGETAIIGU REFUSE, SOFT UNSOUND PARWCES, 40 FROZEN DELETERIOUS OR BBECiIONAHF MARTINS. THE MAMA PARiKIE OIAMEIER SCOL E OIE-INF THE IFF RHICOM CEREAL FILL MAVILAL SHALL E UNCLASSIFIED SOL MATIOIAL 91H THE OWMCIFASRCS FELTED TO COMPACT TO RE SOL DENSITY S WU FOR THE Di1EDFD LOCATION. BACIM AMD FILL MIUVL ASW D 2487, CUASNUTION GI, W. CL GC. SEL SP. SAL, SC SCALL WIN A MAA M ASM D470 LIQUID WT E 35, MAMM ASTM D 4318 PLASTICITY IDEC OF 1$ AND MAMM OF 25 PERCENT BY VEYHT PASSING ASM D 1140, NO. 200 SIM S1ECT MAX%&ASM D 2487, CLASSIFICATION GW, GP, SW, SP NTH A MA)IIIM OF 10 PEICflIT BY WEIGHT PA5SMIG ASM D 1140, NO. 200 SIM 2. THE CONIIRACIOR WALL USE SOW MAIUML. UNDER! KBDIM STRUCTURES, PARIONG AREAS, ROADS, SIDEWALKS, AND OTHER COIOEE AND PAVED SURFACE CON TRACiFN 9011. USE COMMON FILL MAVIIIAL FOR GENERAL SITE GUM THE MAIERAL SMALL E PLACED N MAMM S' ITiS 1 THE CONTRACTOR SHAUL USE COMPACT LAVES OF FILL TO 95 PERCENT BY ASTM D MSL E7EA1H PAVEMENTS AND WALK$ INCLUDING AEAS TMT MY E USED FOR FU11M OGISIR INION. N OVER UPAWD AREAS, COMPACT TO 90 PERCENT BY ASM D ML F RE DENSITY OF THE AD,MCELT SOL 6 MORE THAN INE DENSITY 5►EOIFIEA TEN COMPACT M A DENSITY NOT LESS THAN THE DEN97Y OF THE AD AACNT SON.. 4. IE STRUCTURE 1@S SMALL E SET AFTER FINE GRADNC 6 FN9ED TO AVOID UBE036ARY ADIUSMC. 5, ALL FINISHED GRADING, SEDIIIC AND SOOOIIIC SHALL E DOZE N SUCH A MANNER TO PRECLUDE INE PONDING OF THE WATER ON THE SLUE, PARBCUANLY ADJACENT TO THE BAMM OR STM BEETS. L ALL STREETS OUTSIDE PYMIC WIT -OF -WAY S AUL E PRIVATELY 000 AND MAINTAINED. 7. IE CONIRAMOR SHALL VERIFY TMT, ALL UNITES IE, 04134 SEWER GAS ELECWBC, MB40C CAKE, ETC., ARE N PUCE PRIOR TO CONSMUCIM OF SUBBASE AID/Olt PAWHC. L PROPOSED UDE1M D UNAES SIGH AS ELEMMIC, iEEPHGNE CABLE NO GAS It" SERVE Nus FACILITY SNLALL E LOCATED WITH A MUM 5 FOOT SEINMTON FEN MIC WATER MANS AND SANITARY SEWER. L CUT AND PAT04 W DRIK N EOSTNC PUBLIC SLEETS SHALL E PEEORIED N ACCORDANCE WIN VOOT AND ALBS AR E Ca/rtY STAMDAIDS AND SPECIFiCAROMIS. 10 ALL PIPES SOWN AS RCP ON PLANS SCOL E NO FORCED CONCRETE PPE CDIFOM MG M ASTM C -71L UNLESS smim ODOMSE ON PIANS. 11. ALL CM6 WJCIW SHALL COMPLY PLY WITH OSHA SAFETY STMDA D FOR EXCAVATION 1921 PART P AND OFFER APPLJCAKE OSM EG IREMENT& 12. TO 11E BEST OF CUR BELIEF AND 11 OWIM BENE ARE NO GOWN GRA%E SUES ON THE SUBECT PROPERTY. 11 THESE RAILS AND PROFILES AND ALL THE MEW COMSMIUMI N MIN THIS PLAN SHALL E N ACCORDANCE WITH THE CURRENT APPROVED AIEIAIIE COUNTY SERVICE AURIORIIYS SAL WATER AND SEWER C0161 ILICIO 1 9]ECFK,ARiNS, ANY AMENDMENTS THEREOF AND THE STANDARDS NO SPECIFICATIONS OF VUOT. 14. PLANTINGS SNAIL E PROVIDED WITH VALOR ADA61MTS N THE FIELD TO ELIMINATE CO HUGS WITH OTHER Si AICRNAL FEATURE'S ti BASED ON GRAPHIC DETERMINATION. THIS PROPERTY LIS N ZONE 9:' ON FEU IN WAP 51003CN6A, DATED FEI VARY A 2005, it Mus PROPERTY 6 SER%ED BY PUBLIC WATER AND SEWER THROM ALBEMARLE COUNTY SERVICE AUINCRTY. 17. THE CONTRACTOR SHALL VERIFY ALL UTILITY NFOWTIaN PRIOR TO Cr>NSIW TION TO INCLUDE TWE AND SIZE OF PIPE NO SERIAM TO HIS OWN SATSFACINON I& DATUM FOR ALL ELEVATIONS SHOW N NATIONAL. GEODEIRC SURVEY. 9XIMS&DOLNUAL 1. THE COMMACIOR SHALL E REDUED iO OBTAIN ANY/ALL PERTs FOULED FOR ONSTRUCTON OF TESL Paws. 2. THE CONTRACTOR SIAL W07FY THE HINDER OF SAD EASEMENT ANY TIME WON 6 PERFORMED OFF -91 OR WITHAL AN E7WK EASEMEFT AS TO THE MARIE OF RIOP09D WORK AND TO FOLLOW ANY GUIDELINES OR STANDARDS MOM ARE ASSOCIATED WIN OR EFEED= N THE RECORDED EASEMENT. 1 THE CONTRACTOR SCALL OEM THAT ALL EASEMDM LETTERS OF PEALS M ETC ARE RECODED/bBTANED PRO 10 THE START CIF ANY CONSTRUCTION. 4. THE CONTRACTOR SHALL %REIFY THAT THE RELOCATION OF ALL DOSTIIC UTILITIES N CONFLICT NTH PROPOSED Wm HAS BOR COPIETED, INCllONG UTILITY POLES UTILITY MOTES 1. THE CONTRACTOR S.ALL CONTACT USS UTILITY AT 1-8110-552-7001 48 HOURS PRO TO ANY GRAI" OR DIGGING TO RAW UNDERGROUND UTILITIES KANO 1HE CONTRACTOR SHALL VERIFY ALL UNITY INFORMATION PRIOR TO 0ONST I ICTON TO MaLDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN SAISACTNL 2. ALL DOSING UNITIES SHOWN ON THIS RAI HAVE EDN TAKEN FROM AVAILABLE RECORDS. 11E CONiRACTIR SHALL E EMO TO D0 TEST PITS N ADVANCE OF TRENCHING N ORDER TO DEIEMMIIE THE UACT LOCATION AND ELEVATION AT CROSSINGS F A CONFLICT 6 DISCOVERED. IME CONTRACTOR SHALL M07FY WW ASSOCIATES AT (434) 984-27(0. PRIOR TO BEGINNING NWALIA71ON OF UNITES. COLiRACEOt SHALL VILIFY HOMZORX4WTICAL LOCATION AND Siff AT ALL CONNECTIONS MHN DOSING U71 UM PRIOR 70 PURCHASING OR ORDERING AMY RECAST STRUCTURES OR MATERIALS. 1 ALL BASTING REQUIRD"IS TD INSTALL UTILITIES SHALL REQUIRE A PERMIT AND SHALL E PERFORMED N ACCORDANCE WITH THE ALBEMABE COUNTY STANDARDS AND RIE PROEM SPECIFICATIONS. 4. ALL SWRY SEWER SCALL E CONSTRUCTED N ACCORDANCE WIN VUOT SPECF1CAl101NS SECTION 302 AND SECTOR 240 AND AS SUM ON THE DRAWINGS. S THE CONTRACTOR SHALL E Ear+m TO PERFORM ALL TESTS REQUIRED BY THE COUNTY OR ALBEM LE COUNTY SERVICE AUTHORITY TO SEC IE ACCEPTANCE OF ALL UTILITIES. L ALL CONCRETE USED N UNUTY COalaucnON SHALL E 4000 PSL CONCRETE N ACCORDANCE NTH VOOT SPECIFICATION 219. 7. NO PLANTINGS OR ERECTION OF OTHER OBSTRUCTIONS SHALL E MADE WITHIN FOUR FEET of ANY FEE HYDRANT. 8. ALL HYDRANT BRANCHES SHALL HAVE A MINIMUM COVER OF 10. 9. ALL UIWITIES SHALL E RAID ODER DMNG COUNTY SCREENS MUST E DOMED OR 400 UNLESS SPECIFICALLY APPROYED 01HERUSE OR NOTED ON THE RAS. 10. WATER METERS SHALL E LOCATED N AN ACCESSIBLE LOCATION AND SHALL MDT E INSTALLED UNDER EISIM FFING OR am TO OTHER FACILITIES. It. FOR UTILITIES INSTALLED LIM ROADWAYS AND/OR EASEMENTS KANNED FOR FUTURE ROADWAYS, BACOILL SHALL E COMPACTED TOnMDT I LESS THAN THAN 25X OF WARN DENSITY; N ACCORDANCE WITH VDOT SPECI0M6, ICATSEC70 6 52100 3OZ 30110. AND 200.OZ 11 A 10 FOOT HORIZONTAL SEPARAPON SHALL E MAINTAINED UNLESS OTHERWISE SPECIFIED ETWEEN ALL WATER LIES AND SANITARY SEVER LIPS N ACCORDANCE WiN STATE HEALTH DEPT. STANDARDS ♦r r :a °. r Ir ♦. a Q .. pr pm E NO. I RFV1510N I BY I DATE E N0, I. WORK SV41 E SAW TO INSPECTION BY (1LBEMARt CITY SEM AUIIHORTY RSPECIM THE OWRACTOi SHALL E "MW FOR NOIFYNG THE PROPER SERNCF AURORITY OFFICALS AT TIME START OF THE WORK. 2. THE LOCATOR OF DOW UIU11FS ACROSS THE LINE OF IE PROPOSED WON ARE NOT NECESSARILY SHOWN ON THE PLAN AND ■EIIE SGML ARE ONLY APPRO RELY COMEDT. INE CONTRACTOR SMALL ON HIS OWN K7IATIVE LOCALE ALL UNDERGROUND LIES NO S1RLICTUES AS NEC6SARY. I ALL MAIMS AND OWINUMION SHALL COMPLY WITH THE OAMW EIDIROM OF THE GENERAL WATER 40 SEVER caN6TacR0N VE:KAMIS AS ADOPTED BY THE A101N1E CUM SERWDE AUMTM 4. ALL WATR AND SEWER PIPES SMALL HAW A MORTAL OF 3 FEET OF COAO! MEAS IED FROM THE TOP OF THE PPE, OYER M WWII IE OF PPE THIS INCIIDES ALL FINE HYDRANTWINCE LAUALS MATER UES, ETC S. ALL WATR AND MO APPURTENANCES SHALL E LOCATED OUTSIDE AND ROAD6M 0111CHES, L VALVES ON EJID'-00 LIES SHALL E RIDDED TO PROTON AEQUAW ESMANT FOR RE VALE DAM A FUiUE ORiE1M OF SIE LIE. 7. THE CONWUCTN SW E RESPOSI E FOR NDTIF NG tiSS UILITY. (1 -Boo -582-7001) L DARN FIR ALL EIEVATKR6 SHOWN N NATIONAL GEMETC S RKY. 0VA7ru WA1FR AMD STIP M11MNNn - 9E SHEET 12 OF 20 FOR GODA WATER AND SEW NOTES 1. ALL DOW UILTES SMALL E ADJUSTED TO GRAS BY IE CONiRACTOR. 2. STABLE SIKMADE 6 OEM AS RUT SSCpLIDD,, UDNSRBAFED EARAi CAPABLE OF SIPPORNNO STREET LOADING MRLOUT DAMMMIC XTILOW AS DETERMINED BY iRE GIEC EC NCIIL 0090M 1 WHERE CNSTAKE SBGUE 6 EDOUNIERD, IT SHALL E MADE STAKE BY COPACIDN OR ERACENDLT AS REQUIRED. 4. ALL CO WILE SHALL E CLASS 'AS UNLESS SPECIES OTHERWISE. 5, ALL 811MM SURFACE SMALL E VOOT TYPE SH -ISA UNLESS SPE O OTHERWISE L ALL BITUMINOUS ALDER OR BASE COARSES SHALL E VOOT TYPE BM -25.0 UNLESS OTHERWISE SPECIFIED BY THE ENGINEER NO NOMI ON APPROVED PLANS. 7. ALL DETAILS OF PAVING AK SUBECT TO FINAL NIPROVAL BY THE AUIE M LE COUNTY ENG DEPT. AND SHALL E NOTED ON THE FINAL MUMS AND PERMIiS L CON11WIC0 SHALL GRIND OR ILL DOSING PAWMENT AS RELINED TO O%EILAY DOSING PAVEMENT AND TO NTUCE EGMD CRoss•-101E MM WE CUT AND SMOOTH FIM 91FACE ETWEEN LIMIT OF OVERLAY AND DOW ►MNEME SWAC L L A SMOOTH (FADE SHALL E MAINTAINED FROM THE CELTERLNE OF THE EISTNG ROAD TO THE PROPOSED EDGE OF PAWMENT TO PECIOE WE FOD OF FALSE GUTTERS AND/OR IE PUN OF MY WATER N THE ROADWAY. 10. PANT FOR PAWMENT NAIEMrS SHALL E TRAFFIC LANE MNIONG PANT FACIORY MINA CLACK -CRYING, AND NGF -KEPONE PLAIT SMALL MEET EOIMtE.lE1HS OF MT. ROAD N& 51ECi1CAMM SECTION 231. 11. HANDICAP RAMPS SHALL HAYS DPOI ED AGCEGAiE OEiECTAKE WAR" INK N ACCORDANCE WITH VDOT STANDARD CO -12A RAIDS SHALL NOT OM A MA)afUM SLOPE OF 121. 12. ALL UTU7n NWAK ALL POLES, NECESSARY 10 E RELOCATED SIAL E AT THE E%EDPER's D IFEN9, PRIOR TO CONSK♦FCROW. u AL R/W OM07ED TO PUBLIC USE SHALL E CLEAR AND UFNGRHIEA THE CONTYfQ1Y SHALL OBTAIN A PERMIT FOR ALL SIDEWALKS HUHU iIE R/W THAT ARE NOT PRIVAILY MANTAIED. 14. SUNS t PAVENST YNgIGS SHALL E IN ACCORDANCE WITH MANUAL OF UNIFORM TRAFFIC CONTROL OEMCES, THE VRGIM A WON AREA PROTECTION MANUAL AND TE A20LYU COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDNANCE AND MANUAL d WFl71p t OLtt f11CilEE1•IG - CFIERK G1W6WAClNH NOTES FOR PRIVATE RD" 1. PRIOR TO ANY COBMIUMION WITHIN ANY DOM PlBNC RIGHT-OF-WAY, NCLIDNG CON SCION TO ANY DOW ROAD, A POW BULL E MARC FROM THE DEPARTMENT OF 1RAlI5FORTARM THIS PLAN AS DRAW MY MDT ACCURATELY REAEM WE NE WEMEMIS OF THE PERMIT. WERE ANY OWVANCIES OCCJR THE REGIROENTS OF THE PERMIT SHALL GOVERN. 2 CM70JCIM NSPECWON OF ALL PROPOSED ROADS WIIF01 THE OEVELW IT ELL E MADE BY THE COMTY. THE CONTRACTOR MKT MOffY THE DEPARTMENT OF ENGINEERING (2N-501) 48 HOURS N ADVANCE OF THE START OF CONSiRUC110K 1 AL MAIMS AND CONSTRUCTION SNCL CONFORM TO CLWIENT SPECIFICATIONS AND STANDARDS OF %DOT. ALL DICAVAINN FOR LIVER MN PPE INSTALLATION MIST COMPLY WITH OSHA STANDARDS FON THE CONSMuCTON IDUSiRY (21 CFR PART 1928)L 4. EROSION AND CITATION CONTROL MEASURES SHALL E PROVIDED N ACCORDANCE WITH 11E APPROVED EROSION CONTROL RAN AND MIST E INSTALLED PRIOR TO ANY O A M GRIMK' OR OBER Cp6TK1C1N1 5. UPON WFHEIION OF FIE GRADIN AND PREPARATION OF IE ROAD BED S BG ADE. THE OCKIRACTIR SCALL HAVE CBR TESTS PERFORMED ON THE SBG AE SOL THREE C3) COPES OF RIE TEST RESULT SCALL E SUBMITTED TO THE COUNTY. F A S DGUDE SOL CBR OF 10 OR MAIM 6 NOT OBTAINABLE. A REVt9D PAVEMENT DESIGN SHALL E NAGE BY THE DESIGNER DOW AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL.. L ALL SLOPES NO DISTURBED AREAS ARE TO E FERTILIZED, SEEM AND MULCHED THE MAIMII ALOWAKE SLOPE 6 2:1 (HORIZONTAL WRi Xj MEAS REASONABLY OBTANABLL LESSER SLOPES OF 41 OR BETTER ARE TO E AC LEWD 7. SURFACE DRAINAGE AND PPE DISCHARGE MUST E RETAINED WTHIN THE PUBLIC RICHT-OF-WAY OR 97M EASEMENTS PBLOR TO AOCEPTNICE BY THE CON1YY, ALL DRABHME OUTFALL EASEMENTS ARE TO E WENDED TO A BOUOARY LIME OR NATURAL WATERCOURSE. L GUARDRAIL LOCATIONS ARE APPMOW X EXACT LENGTH, LOCATION AND APPROPRIATE END TREA110T WILL E FIELD DE701M AT THE TIME OF 0061RULTNL. ADDITIONAL GUARDRAIL MY E EAI/ED AT LOCATIONS NOT SOWN MEN, N THE OPINION OF THE DIRECTOR OF ENGINEERING. OR THE DIRECTOR 'S DE'SIGEE, IT 6 DEEMED NECESSARY. WHEN GUARDRAIL 6 REGIFED, IT SCOL E INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL AND ROADWAY SHOULDER WIDTHS SHALL E INCREASED TO SEVEN (7) FEET. L WERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL ONVEWAY ENTRANC S SHALL wMFORM TO VDOT CG -9(A8, OR C) 10 WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DNWWAY ENTRANCES SHALL CONFORM TO YOOT STAMM PE -1. 11. PAYED, RP -RAP OR STABILIZATION MT LIED DITCH MY E REQUIRED TO STABLiff A GUNAGE CHANNEL WHEN. N THE OPINION OF THE MTLjD t OF ENOEFANG, OR THE VECTORS DESNOEL IT IS DEDED NECESSARY. 12. A MNIM CLEAR ZONE OF EDIT (8) FEET FROM THE EDGE OF PAVEMENT SCALL E MAINTAINED ON ALL RESDENIM SUBDIVISION STREETS, 11 COMPLIANCE WTH THE MINUM PAVEMENT WIDTH, SHCULW WIDTH AND DITCH SECTIONS, AS SON ON THE TYPICAL PAWMENT SECTION DETAIL, STALL E SICILY ADM TO. EXCEPIONS WILL NOT E ALLOWED. 14. UPON COMPLETON OF THE ROADWAY CON5IRUCTION, SHEET NAME SIGNS SCALL E INSTALLED BY THE DEVELOPER AT ALL STREET NiERSECTNES SONS NO TER NSULLA110N SNALL CONFORM TO 'AIERMAKE COUNTY STREET MANE SIGN EGIIEDNIS'. THE DEVELOPER SHALL E RES 06RE FOR MAINTENANCE OF SIDS UNTIL THE ROADS HAVE BEEN ACCEPTED. I5, ROAD PLAN APPROVAL 6 SUMECT TO FINAL SUBDIVISION FLAT VALIDATION. 900 THE FINAL PUT FOR THIS PR06LCT DPE PRIOR TO SIGNING Aro WCORDA710K REN THE APPROVAL OF THESE PLANS SHALL E MIL AND VOD. IL TRAFFIC CONTROL OR ORO REG LARTORY 906 OR BA88CAES SHALL E INSTALLED BY THE OE%40PEA WHEN, N THE OPINION OF THE MUM EOR THE DIRECTORS DE IG M THEY ARE DEDED NECESSARY N ODER To PROM SAFE AND COWW ENNEAL 9616 OR OTHER REGLAIORY ENCES 9MLL CONFORM TO RE lISiBA MANUAL FOR LINIFORI TRAFFIC CONTROL DEVICES. SIE RAN NOTES 1. ALL CONSTKBCRON STALL CONFORM TO ALBEMAR E COUNTY AND VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND 9PELi1CAMONS. Z THE CONTRACTOR SCOL VERIFY FEUD CONDITIONS PRIOR TO AMD DURING CONSTRUCTION NO NOTIFY 000 AND BMW 1ID'M. JENSEN s No. 114 4 310 oQ A S11E RAN .Iia •. I DOW MANHOLE FRAMES AND ODWRS AND VAL* BONDS NO COWRS TO REMAIN SHALL BE ADJUSTED OR RECONSTRUCTED AS NECESSARY TO MATCH FINISHED GRADES. 4 ALL WMINAL STREETSI PARKING A" ARE TO BE PRIVATELYOWNED AND MAINTAINED 5. ALL INTERNAL UNLESS OTHERWISE . n ARE TO BE ] OWNED NO MAINTAINED & EARIN SWALES NO STORM SEWElt CONNECIONS SHALL HE CONSTRUCTED INIMEDIATELY FOLLOWING CLEARING NO GRUEIBINQ 7. ALL 04 SITE IMPROVEMENTS ARE S T1 NSPECION LOW ALBEMARLE COUNTY CODES. & Ail STAIRS 97H IHRIEE OR WOW RISERS SNALL HAW HANDRAILS ON BOTH SIDES. 5L THE CONTRACTOR SHALL VERIFYAND PROFILES AND DETAILS FOR CONsismv AND IF •1 CIU THE CONTRACTOR SHALL CONTACT MM FOR CLARIFICATION AND/Olt OFa'WL INTERPWATION DETERMINED BY CONTRACTOR SHALL BE DONEr 00 ML :7 rl...� ].�,a7>.. •7. r,. !r.ar,.I1, 1 I} 1; '1 :... 1. '..' TO MY CONSTRUCTION WIDIN ANY a.. RIGHT-OF-WAY, nCONIPTION TO ANY DMING ROAD, POUT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VIDOIJ W PLAN AS DRAW MAY NOT ACCURATELY REFLEM INE REGIVIEMENTS OF THE POUT WHERE ANY DISCREPANCIES OCCUR THE REWFs"IS OF THE PERMIT SIWL GOWW I ALL E RDLAIED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM ID CURRENT SPECIFICATIONS AND STANDARDS 1 VDOTUNLESS OTHERWISE Nr E I OWN NO SILTATION CONNICIL MEASURES SHALL BE PROVIDED IN AOMANCE MTN THE 40PRM EROSION CONTROL PLAN I SHALL BE INSIALLED PRIOR. ANY CLEARING^ GRADING OR 01M •1 , I k ALL SLOPES AND CMUM ARM ARE TO BE FERTIUZED. SEEDED AND M&CHED. THE MAMIUM ALLOWABLE SLOPE IS 2:1 (HORLZONTALMEIIE-. OBTAINABLIE, I}ter 1'} OF & I OR ElEnEtARE . BE ACHIEVED. I PAM, W -RAP OR STABILIZATION MAT UNED DITCH WAY BE RISIARED *0 IN THE OP" OF THE ALBEMARLE COUNTY DIRECTOR OF DIGICEIM OR INE DIRECIORS DIESIGNEF, IT IS DEEMED NECESSARY IN Ma TO STAMUZE A DRAINAGE CHANNEL & ALL TRAFFIC CONTROL SIGNS SHALL r1 r 1 ! •ra VERSION 1 VIRGINIA N: t} C.SO. N. Cd RAJ} , .:.-. PROTECTION 7. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - aX L DICAVATION FOR ,r•'.r rPIPE INSTALLATIONCOMPLYOSHA STANDN"FOR THE CONSTRUCTION INDUSTRY (29 • ' PART 123� RECREATION& AMENITIES ]ABLATION: &a AI&TIES INCLUDE 4 - TOT1 COURT 1 GENERAL .1.•I. ,1 : I AYS `AMENITIES INCLUDE:, . 1 20D OWL ONE (FOUR 141 SEATS) T ONE 1 To • : r" W 1 • :I 1• WHIRIL BENCHESTWO 21 I-PUY]IIll 4R2 S.F. DETAIL - TYPICAL SIDEVALK SE00N I-SYM OF }1M PHASE. , } 1 ,,I (FOUR 1 TWO • :7•. • :11• 1 -PLAY Mole S.F. PHASE I NORTH 1 0 VARIW DIMENSIONS - 4342 SF I TOTAL "LLD ARLA SIZE - 749M SF (0.34 1 V . r77• •}v} 10 NOTE: DO MOT PR01DE LOCIOFG VTOL DLAFSTR 11167 E ACCESSIBLE AT ALL NES pNETR PPE BOUND 1.5' SN -9.5A 1.5' 1" COIC. SURFACE COURSE •--Y I [-IT BNA -25.0 BASE COURli SE SIDEWALK NORTH PHASE - MOUNTAIN NEW UNE ASST PHASE - SUMMIT LANE • 30 TOWNHOUSE LUIS 0 5,86 AVG. VEHICLE TRP ENDS PER UNIT WEEKDAY 50% ENTERING, 50% DOTING (ITE) PER UNIT WEEKDAY 50.5 ENTERING, 50% DOTING (ITE) � (32X5.86) - 188 VPD SSV - 4 (1007 PREDICTED VALUE E OF U.S. RTE. 29) SSV - 4 (HOOT PREDICTED VALUE E OF U.S. RTE 29) T-8 R -L5 7 I 10' BM -25.0 0 2.25 - 6.75 10' BM -25.0 0 2.25 - 6.75 6'21A006 -16 6'21A0IS -16 TOTAL - 11725 > 8 OK 1 n r r 10 CUBIC YARD I Y' TLP I DO LOADING CONTAINER I Y l u f I I SWIG 120'AIA I A • 1 y • 1 p' 1 y 1 1.5' SN -9.5A 1.5' 1" COIC. SURFACE COURSE •--Y I [-IT BNA -25.0 BASE COURli SE SIDEWALK NORTH PHASE - MOUNTAIN NEW UNE ASST PHASE - SUMMIT LANE 24 IOMIFIOUSE CMTS 1 5.86 AVS. VEHICLE TRP ENDS 30 TOWNHOUSE LUIS 0 5,86 AVG. VEHICLE TRP ENDS PER UNIT WEEKDAY 50% ENTERING, 50% DOTING (ITE) PER UNIT WEEKDAY 50.5 ENTERING, 50% DOTING (ITE) (24XSM) - 140 VPD (32X5.86) - 188 VPD SSV - 4 (1007 PREDICTED VALUE E OF U.S. RTE. 29) SSV - 4 (HOOT PREDICTED VALUE E OF U.S. RTE 29) T-8 R -L5 1.5' SM -9.50 2.25 - 3.375 1.5' SM -9.50 2 25 - 1375 10' BM -25.0 0 2.25 - 6.75 10' BM -25.0 0 2.25 - 6.75 6'21A006 -16 6'21A0IS -16 TOTAL - 11725 > 8 OK 70TAL - 11725 > 8.5 OK DETAIL - TYPICAL STREET SECTION NO SCALE 2' 8, 2' r / 2 SM-LSN1 xY x- 4' %OOT LA0. 21A AGGREGATE SUBBASE i;1&uj0u' c • 9 SAWCOT 12" HEEL CUT ECL SURFACE NEW SURFACE COURSE COURSE EX BASE -- CORS .-........ NEW BASE COBS EX AGGREGATE BASE COURSE NEW AGGREGATE BASE COURSE NOTE TACK ALL ASPHALT HORIZONTAL AND VERTICAL SURFACES DETAIL - HEEL CUT NO SCALE NOTe - DEac MY PROECT 4' wTo REMM SETBACK BUT NO LESS o THAN 6' FROM FEW LOOTLINE.� 12' DEO((Tr) I N I 1 I I I I I I I I 1 10' MIN. SIDE YARD (----------- -'-------------------- 1 N � rI - LOT 32 m LOT 31 SANITARY C.O. (LOCATOR VALES) LOT 30 T-- -- -- (- ---- - - -I- I S��)WATIR I I I T _ u I i <CR I I H T.-4 .I SSDEW JE" I 01140 11 ' J(':1 ENGINEERS SURVEYORS PLANNERS H, vY% SAN SEWER WATER METER ^ - (LDDATa VALES) L - - L - li'CJ --J --� SCALE: 1"=10' )ESM,NED BY: PROJECT. CR PAVILIONS AT PANTOPS PHASE 11 )RAWN BY. FINAL SITE PLAN To TITLE: IEWEWED BY., GENERAL NOTES, DETAILS & OJMI TYPICAL SECTIONS WWA NUMBER: FILE NAME: SCALE:DATE: 205143.04 514304C-C1.dwg V- AS 12/18/06 L REVISION NUMBER 7 Ci SHEET NUMBER: 2 Of 20 / :. l /. J ;' I —IF THIS MOM IS A REDNCfpM / Il / � �' SCALE W9 BE USED / ' Iii, //,,/, / / / / / ,. // ,I �` />°l SCALE 1' =.80' / / / / , ,t i / , // / 3O' O _ _� W � / / 4 i/, y,'//Lp / l '?,� � — I � %/ i yj / av EX 30' RCP STORM DRAW TO BE 11 /., � / REMOI ED & REPLACED BY NEW 36 r' r / , RCP STORM DRAIN. SEE SEQUENCE OF i % /' `,, / ON SHEET 17 FOR , i / / / /FURTHER DETAILS. / / i ;/ / %; l \ / 1 / / ! ,i ' ;' / / ./ i }}�� rr� '/�, ., % /I / / CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT THE 18 � /; , r. // MATER LINE FROM DAMAGE DURING THE CONSTRUCTION OF THE ,// � / NEW STORM SEWER• ANY DAMAGE TO THE WATER LINE AND / i / / 4 / /; APPURTANCES, TRENCH, BEDDING OR BACKFIN SHALL 8E / , RESTORED TO ORIGINAL CONDITION AT THE CONTRACTOR'S �/X/ r / / , / EXPENSE TO THE SATISFACTION OF THE OWNER. CON'TRAC'TOR `�l,�' i / SWILL CONTACT RWSA 72 HOURS IN AMIANCE OF BEGINNING THIS , ` �,,� / r / // / WORK. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 5 OFFSET / / (FROM THE OUTSIDE EDGE OF THE WATER LINE TO THE OUTSIDE `r : /,%/ EDGE OF STORM DURING PIPE INSTALLATION. CONTRACTOR �/ � /f/ / / / - , / �/ SHALL NOT UNDERMINE THE WATER LII: OR COMPROMISE THE , /, / / / INTEGRITY OF THE BEDDING OR BA�t•,KFILL OF THE OF THE WATER n i /; LINE. CONTRACTOR SWILL EMPLOY METHODS OF SHEETING AND / // / / SHORING IF DETERMINED NECESSARY BY RWSA TO PROTECT THE ,/ / - / MMTER LINE. CONTRACTOR SHALL POTHOLE EXISTING 18' WATER r/ / r / LINE TO VERIFY OFFSETS AND DEPTHS AS DETERMINED BY RWSA. // / / / / // Ir / / 11 1 \ /' „; d /gip\' f /' / / �`' . l / / / / IV /I / i "" 1 I / / /' /' J/eco\ /' : i f /�/ / it / /i%•' 1 ` 1 / ; �'� �/, //,f!, ,/ �/,� f / i / 6 1 / �' / / / 1 i` 7. ,, �. /_/ 1 , . i' / �ti� // / / I " , \� / 1♦N ` � I/ - 1 / / 1 I / ;' / / , /// /,/ •, / \ / �\ ' / /Nk +,f� � �' , / \ + /// /" JJ .. \ %k \ �/ / +I, s / OJ I /,•, . // 4v � \ �+ /jf �e 4 / / y` +`r ,•r J \ w r / /^01 &.- JI j*e IF ? 4 �eO cyl I 1 4;k°�m N \ l\ 4'1' 4 \ 1 ` ° 'I�rJ�O I I � 10 � — In \ \ \ \ \ +J'A' , A� \ r �\ '\ % `� y \ + ,�8� a6li+ 'TO�N\ / �� \\ \00,� � 1 � \ o\ ` /QOl 1 yam.`,.\ \ \ \� It o \\� !c �? I\I I-- V) CL. 0 0 1 ADDRESS COUNTY OF AL WWL& ACSk AND VDOT COMMENTS CL 2 ADDRESS COUNTY OF ALBEMARLE, ACSA, RWSA AND VDOT COMM t 3 CLIENT DIRECTED Ch4NGES / ADDRESS VDOT COMMENTS z z 4 CUENT DIRECTED CK4WES / ADDRESS ALBEANRLE COUNTY COMbIENTS 6 ADDRESS COUNTY OF ALBEtIRLE COWAEAM Ln N 7 DEMOLISH ENTIRE 12" WATERLIAIE 8 ADDRESS ACSI AND RIYSA COA&ENTS NO. REVISION' js / - � N -___� �.. r� i\ \ a = c. ` 4 / I :----------j---- / " / : �\ IX. O' I�---------- / / \ ,I 57-1 --------------- __ _- \------------------- -----------_-----------------------------_------------ // � 1 / ! r - h -. � I- S40r3214 654.73 D.B. 859 PG. 53 IX. 100' VEPCO ESMT \ I mw4 ; , ; p1 3 n U I U v O In (011 O Q In 0 CL 0) 3 c C Q. IA O c LZ v O 1h .I} O N ,- In a 0 c 0 Q_ r li0 z IIIv 1i O N i z - - I . 1 " I - - -- -- \ 77 1 --- ?t,,,,�_` 7.I 1 , \-----------------,---••-/ ------------- -_I . 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JENSEN � SCA E' 1 TITLE: 6 ADDRESS COUNTY Of ALBEA41RLf C�iAMAENTS DT 1/11/08 ,.o No. 11484 1rAssocuTrIc REVIEWED BY: OVERALL PLAN C3 CoA'' / e ?�� 0 80' !O "' ' Oi h DJM AT SHEET NUMBER: �+s's✓/ZD/�J G1 80 0.111. wftvA»« WWA NUMBER: FILE NAME. SCALE:M D E SIDNAL E� "`"' ""�"`'1111111,2111111111 205143.04 514304C-C3.dwg V. N > 12/18/06 4 of 20 N0. REVISION BY DATE N0. BY GATE ... SEE tdk % O \ \ SHEET 4 FOR T - - da'( \ \ y'•/ / \� '\ "\: \\ \\ \\ ': \\\\\ \ \ Dam OFSICNT`.. 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DU PE " " DU jYPE "A" �U TYPE "A" DUvTYPE "A" �U TYPE DU rYRF "A" DU TYPE �U- bPE "A" DU TY _ A" DU TYPE "A D(>"TYPE FF#480.59\ FF 481.59 FF=X83.59 FFF485.59 FF�487.59 I'f=489.59 �� FF=495T9� FF=497.19 FF- 399.y9 FF=501.19 QEF=503.19 FF=504.19 h �. •� 5 '\ V\ 1 BF=\170.43 BF =k71 .43 BF=4,73.43 BF=X75.43 BF=4F7 43 BFa479.43 BF=485.03 flF=487.03 BF=489.OS BF=491.03 BF 443.03 BF=49493_ GF=4170.10 GF=4\71.10 GF=4i\3.10 GF=47$.10 GF=4TP. 10 CF=379.10 SGP 484.70 GF -488,70_ GF=488.70 CT=4Q0.70 CF=492:70- GF=43.70 Al - 71 71 / `4�F,•\ 'i 1\,� \ \ �\ o\ - ate• - Qy - i \ \ �\ sh II -12t0� - - - - Ed? Lam" 0 \ 8 ATE \ \ - F- - - --_ \ _ _� - / \\ 4/' \ \\\ A.\ \cam 6i6 _\ �- 1 -•0- o RETAW\' (S�ARAI 6�.�C PW1LT \\ � \ - a -�v \ A\ o \ /' : ' / Y d ,' \ \i0 �h0o 9$ry\ \ \ \ \ ♦ \ / g / ♦ 6R 9 \ - 4. n➢ 0 I rSAN �} I �p h oo �ti \ +wI n •� / fvitf -4 5 o I �'oF� hN90 \ 91 ' a7995 \, AR 7 4m 9 _ LOT 40 LOT -39- - -WT- 38- 91; 7 - --LO \\ \ \\ \ \ L01�'44 L0� 43, LOT 42 _[OT- WO TYPE -^e'- wo TYPE "B" wo TYPE "e= - o TYPE 'e- - XO TYPE�Z' 1 I r \ w GF=485.52 - -GF --4,06 52 GF -44D 52 Gm*9__ 52 GF -4@@4.52 \ \ \ 1 \ WOILTYPE 16'- WO TYPE B WO TYPE "B'• WO TYPE "C" FF=485.85 FF=48�S5 FF=4905' - FF=493.85` FF= 94:8` +' SEE SryEgT, 11_ \ \T. 1 I G 472.25 - GF=474.25 GF-47J,2r _ GF=479.25 - BF= -70 BF=476.70 BF=480.70 ✓ ��'48320\ `BF -484.70 \ NOTES pETAL1 \ \ 1 \ FF 82.59 AFF. -474.59 FF=477.59-rF--.4 939 _ \ \ \ \' /> /\9\� "'1'� k \ \ \\g \eF=46214 \ BF=a'64.�3\ -BF=467.43 BF=469.43 - _ _ - - _ _ W O - W/O ,r W0 ----- --_- w�0 '---� wo I I I \ \ v \ \ f/0. 11;456.0 \ \ - *I /\ \ 1 480 --- -- - - - - - - - - - - L - n I X4449 J \\ \ \\ \� _ ) \ \ --+- o -- -- - .0 ------ \ i 1 I 450. ARATE PER1Nf RE �,� - - I I /( / I 1M A \ ` RETAMING WALLP I I � 0 1 I 1 - \ �� \ \ - \ \ \ i�� _ - 4558 O s-= 2 b 5. , ; 1 EXI•p' S1M �'� - LAND CLEARING - \ \ \ \416.21Y \ PROP, IP -RAP f �_ , :-X. rcl i:A� ,�I I I I I THE OR SF14L SAW CUT EDGE OF IX. CUR'BS, GUTTERS BW- - - - ` �• \ ^„� ;"", �.`' TW�6 .V CIfARY1G /' _ 1 I I I I I AND PAVEMENTS. THE CONTRACTOR SNALL MEET TOP,Of , - - - - - I- "r-�� RIP RAP OftiANDING -- - - 1 I I J I I E%. C GIfRERS. SIDEWALKS AND PROMDF.S�IOOTH TRAyB(1gNS / CLASS I \ ---- \ '"�„ \ �� (SEE SHEET 9 AND 16 , \ / "� , ' / _ 1.0 / I / I I AND POSRIVE ORARUGE. THE GO OR SFW. IiLSO / %"'L��� FOR SIZING AND DETAILS) \ j\ / I .Q l 1 I I PROVIDE -H CUi NI THE IX. PA AND SEAL •�Dly OF EXISTING RIP \ N FORK INEERED CHANNEL AWDEFyC �O\�� / ////' /'� �' / / /"'r,��'� �,/'t-^'�'�� //'//' / //, // /// /// � s' /�','��+... �••,/, // //// r oa• I I I I � �\ -.�.>� ---- \ \\ \ \ \ , P j, ,,� /,� , , � l / , -�//,yam., s�� z 1 ADDRESS COUNTY OF ALSEMARLE, ACSA, AND VDOT COMMENTS CR 3/8/07 8 CN4NGE ROAD QMO#VG \ - DMJ 3/28/08 LTH OF DESIGNED BY: PROJECT: REVISION NUMBER: ` 2 ADDRESS COUNTY OF AL9EMARLE, ACS4, RWS4 AND VOOT COMM. CR 5/15/07 o�y,�t%'\' /((�,� IF THIS DRAWING SCALE USTIS A RBEU ED CHIC pjfOQ1FFAC GR PAVILIONS AT PANTOPS PHASE 11 8 3 CLIENT DIRECTED CHANGES / ADDRESS VOOT COMMENTS CR 6/4/07 al'• OV _2 FINAL SITE PLAN 3 � DRAWN BY: 4 CLIENT DIRECTED CHANGES / ADDRESS ALKMARLE COUNTY COMA/ENIS CR 9/12/07 y PLANNERS DRAWING NUMBER: SCALE: 1" = 20' To 5 DRAIN4CE EASEMENT ADDED TO LOTS 45 - 56 CR 10/5/07 DA No. M. t 484SEN PLANNERS RENEWED BY: TITLE: (NORTH) ' �� AS$QCIATES wM SITE PLAN NORTH C4 6 EXTENDED GUARDRAIL AND ADDED GR -6 TERMNAL TREATMENT DT 1/i 1/08 Pow / _/�, 2� - t 7 ADDRESS ACSI X RWSA COMMENTS OMJ 3/20/08 Fys3/NIA.q�fW�Np� 20 0 20' ,,� ° o H 1 �s20' - SHEET NUMBER: ve a.rr.v�nw WWA NUMBER: FILE NAME: SCALE: DATE' No .w>..�y 205143.04 514304C-C4.dwg V: NIA 12/18/06 5 of 20 REVISION BY DATE NO. BY DATE JUNCTION "80X" SEF SHEET 9 \ 1 I I 1 • \ \ \ \ \ \ \ \ \ \ \ `� `� \ `� `� �\ \-- 1 \ _\ �.,,, / FOR, DETAIL �\ >No \� \\ \\ \\ 1 \\\ •\\\ \\ \\ \\ \\ \\\ \\\ \ \\\ \\\\ ��\\ ��\ `� \\��\\ \ \ - ; - - -/ \I \� --- - I\� \^\ T KI �PIACE @�L AND \` \ 1 \ • \ \ \ v \ \ \\ \ \ \ \ \ TYNI TION ♦ - - - - \ \ M SKL CIO M 1H6 Q IAEf/R. Y \ \ \ \ \ \ \ \ \ 60 mm f81 �10N ♦ / / / - - = � P' � ` •if `\ \ a'elW Iel" \ \ TE- - - - - - \ \ \ \\ \ • \\ \` \ \ \\ \ FREE PRE'�pT10N Id spa wnR \IoF Fwv iso- _ • /� / _ �_' / / J'>r - \ IIITSOF - y EF -T3 \ \ \ \ \ \ \ � \ ♦� \ \ � �, _ C VERs'----- -- -- ' \ \ IONS \ \ OF GMKM NOTES-. \ \ \ \ \ \ \ \ \ F\ \ \ h \ \ ` 11 \ \ ® THE CONIRACWR SHALL SAW CUT EDGE OF IX. CURBS, \ \ _ 6UfIDtS, SIJE1W11fS MID PAVEIENIS. 111E CONTRACTOR OR SKI ALSO PROME ' � �' __.. / TO NO PROiOE SMOOTH 1RANSR1016 A10 ENSURE POSIINE - // / / \ DTF � CUrCUr IN 11E DLPAVEMENTPAAVEMENT NO SFA SEAM. \ \ \ \ + \ \ \ \� \_ \ \ \ \ ` ` i ` ` ` ` i - - _ / ^ / •rEf (.� \ THE ODNIR/CFOR SHALL R91D DIG TEST PIF 10 VDIIFY HOTUIVIL A AND VDFIXXE LOCATIONS. PPE 5� ORD ? ENTERLIL TYPE Al E1<ISIIIIG �NA1F%1!E PRgR TO OROERINC PPE RTTIC& (TYPICAL AT ALL CONNECTIONS) - AZ go f 1_ \ \ c I I l ---" ` T \ 1 23� \ \ _-- T rLt� LL✓ Zy ,"A" / LOr /2 �7 / / l 1 / 1 Jr� / \ \ 1 ,n I _"- - t•F ~ \ _ \ \ 0 / iYPE "A" FF=; .14 I • DU TYPE " 1 L ' '2 LOT L0�\ 2 ` - YPE "A pFF=531.15 f 8F 520.9` A' 6U _ lOr / cp s'Y G 52 FF�534.89 LV >�" �531�5• 5 /� O.6$) I I / FF TM q" Du Ty 520`30 GF� �=524.7 b35. EP q• • 1 I \ \ 2 / IOU 1 " 99 ab?A'6 / J I E 89 D / 17LOT- =529. BF 525. FFa536. U TSP 73 89 .fF= 16 26.7 !� �=52 3' BF -537.09 T =539 A" DU TYPELO�` \ x 1 \ 1 \\ yy�� �- / B;�7•Y' gF X517 F18. �i :, / _ / �40 GSri.43 GF_529. i31 BF_54.89" DFF 54E\" GF_531.73 -537.40 e\ I 1 \' LQ1 � � TYPE � FF=523.15/ BF=513.95 16� 1--� � 1 ''•- "- � 9' a 1 / o I -292 �_ / , � ) \ \ \\ _ p DU tY DFF X199 B�Fy=sS, 2 65 GF-5� // 1 y� � �B/ Y / = iTYP /1- \ � 1 \ I \ " FF20:15 B 10 65/ GF1 L5 51D9 GF= OAD \ m ♦ 1 � 4`+I 1 s O / / �1S 1 '� � 8 / / - / •1 / 'PRP FH 1 � T � j I / � \ \ �•. � � \ I I+ � 091 - /= ,11 / 2+00 / � / / / / 1 7 SD GGt�X _ - \ A - D / /� / / / / �� �/ w � H / � / 1 1 II III � \ \\ 11 - ":,. - ^� 5 • BOARD 1 I \ °�� \ a 1 \ /� / / - :. - �`� ,• + 1 - 1 B=iYAiER 1WN .8 + P 2 AI ESErET I o lt 2 L01 W 5 9.98 ^ _�g LOT 8 LOrrt - \ \ a \ L, / \ \ `n \'' _ _ I •f `0T " WO 518.98 GF 520.32 _ Q ' L WO-TYPL " WL 9 Lbr WO _g17.9 -fF-519.32 _ F5 0.1 a o�` "IF=525.0 GF 527.05 " H,',0/ TYPI I) Qi �r - 3 _ _ _. \ �FF=518i6 BFB -- I _ BF25.3g^` 527.39 "'•=5 01-.p'A'PE--��/�'� +� & GF -508. 3 17. F 5 _ 6 _ PE a \ Z TYPE \ 32 _ _ _ _ _ _ - -0_ I _ 1 �\ 23c5 FF 5 WD WO 513.98 FF=5t6' 16 < \ \ RE51RNN , GF=514.32 \gF=506. _ - - �� \ \` NEN2\ FEEtw7a \ • Hp1sTUR6ED � \ ° �� _ \ \ \ vlGk_ � 1.98 \ �=5 � w1� - - - - _ _ �-I _ , \ , , _ ` SAS' �� � _ _ 1�/ / 1- - , 1 _ _ ♦ 5 .. �� \ \ ♦ 7:51x2.32 \ `--------+-----�-- \ \ y \FF y 5 - - - wL 1/0 t ---- - �� - • 4~ �-'` _ �_ - F-F_�37'3 Obs- �/ or- 40'fF- - - - - `` �I\\ \ \ \\\ w\\\ \ \ +\\ _l= _ �j=" ✓� _--- _j - _ 3� - `�` �_� E TVATf\ \L __ -=L�_ 251 -- �\ A .4 Al '�S'�' - } PI • I \ \ \ \ \ �.�^ Y F-- -=_-----4�,. "• \ �� _ \\ 522 = = - _- - - .�___ _- \ E% 78'4'524 F�� \ \� aha �\\ \\�\�s`1' `\r �OIT'~ - - �/ -- ° a _ tTcB"eiv T �\a•'��,�'�„�, �\\ '� _ 525 Of 9-- \' "=/-�•� \ \\ \ • `\� p \\\\ 1 \\ / x \ ���'C�\ 510 ------_ �` 1 W 14- - 'CONNECT TO EXISTING 8' WV. .�. aur `I,�t\ i�r_ir_ri� _ 528-�_'� 4 o CONRWTOR REWIRED TO NOTIFY RWSA _� I - 72 HOURS PRIOR TO CONNECTING TO . I\.. RCP •�%� 13q. \ // o WATER WIN. PERANNENT CONNECTIONS TO _ \ \ . a . \ \ V • - 11 RCp - - 7' _ �j1 FpR FUII I THE POTABLE WATER SYSTEM ARE NOT \\ \\ ��.'�, \ _/` •98 \ \ " / " °" Q+ '�' K11 ROR 1,1PER1 AREMWATERITTED UNTIL ALL NEW 06WFECTED AND READY SERVICE. � 4, /_ - -- - -- \ 1 j blti 11 -SEE RwsA GENERA NOTES SHEET 12. ' .\ '\ � � r � I ' _ 1ff \\ DESIGNED BY: PROJECT: REVISION NUMBER: 1 ADDRESS COUNTY OF ALBEMIARL ACSA, AND VDOT COMMENTS CR 3/8/07 7 ADDRESS RW ! SA OOMI EAIIS • OT 2/22/08 _ 2 ADDRESS COUNTY OF ALBEWRLE, ACSA, RWSA AND VDOT COMM. CR :/15/07 a ADDRESS ACSA AND RWSA COYEMTS DW 3120108 �'fH op If THIS DRAWING IS A REDUCTION GRAPHIC . PAVILIONS AT PANTOPS PHASE 11 g 3 CLIENT DIRECTED CFLANGES / ADDRESS VDOT COMMENTS CR cFMNDE 6/4/07 9 ROAD 6 VBM DM) 3/28/06 O� Mus" = USED > DRAWN BY. FINAL SITE PLAN 4 CLIENT DIRECTED CHANGES/ ADDRESS ALBEMOME COUNTY COMMENTS CR 9/12/07 v DAVID M. JENSEN � SCALE: 1' - 20 $ To DRAWING NUMBER: PLANNERS TITLE: 5 SHIFTED L07S 15-21 CR 10/5/07 •e No. 11484 REVIEWED BY: SITE PLAN (WEST) CS 5 ADDED DRAwACE EASE1100 LOTS 1-14/RE o O STORM DRAIN Or 1/11/08 " 3g r`� 20' 0 20' 1 � aM SHEET NUMBER: FSs F,4G\ WWA NUMBER: FILE NAME: SCALE. =20 DATE: 6 Of 20 STRI1 MES 33, 34, s 201REMM DOWN TO OWNEL AT J.I ONAL 205143.04 514304C-C5.dwg V. NIA 12/18/06 N0. RFViCInN BY DATE NO. _ BY DATE :. 1 ADDRESS COUNTY OF ALBEMARLE, ACSA, AND VDOT COMMENTS 2 ADDRESS COUNTY OF ALBEMARLE, ACS4, RWSA AND VDOT COMM 3 CLIENT DIRECTED CHANGES / ADDRESS VDOT COMMENTS 4 CLAW DIRECTED CHAAIGES / ADDRESS ALBEAMRI.E COUNTY COMMENTS 6 ADDRESS COUNTY OF ALBEAMRLE COAMAENTS > 8 UPDATED ROAD MAWS NO CR CR CR Bl" I DATE I VO. DESIGN SPEED 15 MPH POSTED SPEED 10 MPH SARANAC COURT ENTRANCE ROAD (PRIVATE) m_ SUNDOWN PLACE LANE (PRIVATE) DESIGN SPEED 15 MPH POSTED SPEED 10 MPH PA STA = 10+22 PVI STA = 11+76.40 PN EID - 503.55 PN ELEV = 493.28 A.D. = -2.00 AD. _ -5.00 K=5.00 K=5.00 Ig0-.VC ?5.00' Vf'r Prl STA = 10+62.30 va PA EIEV = 501.94 '• _ STA = 11+21.30 A.D. -6.00 PANTOPS �VERT: s D484 10' 0 10' m h h } ' SURVEYORS 50' TITLE: HORZ: 1' = 50' 550 VC1 REVIEWED BY: . ROAD PROFILES 540 LURA 540 1VA� WWA NUMBER: FILE NAME: SK 520mLLLV. K DATE.' r.. 205143.04 514304C-C6.dwg LOW 31.1m T STM #20.33 PA ELEW 515 t..K - 50 PN .D.- 1 4.84 A= 0+22 A5.00 34.18' VC - , .. _ / - P = 524.1 N DEV = 'T ELEV = 532.88. .__. _ r8.00... (=1.67.__ .. .00' VC - g 520 --.. , S PVI STA = 13+46.31 520 520 $s /. .IX.GRADE - PlI STA = 92+ .92I 90.00' VC K = 5.00 / 550 -- -- PVI A-= 12+18.91 PN ELEV : 52 54 - 550 510 __.. -_..-_a ELEV - 518.98 A.D. = 1:52 510 A.D..=.-4.00... _ 5-00 Soo -. .. :.:. 93 D•-=--3.17 _ K =15.00g'' _ PVI STA =12+91.31 500 - - In. 510 �. O 510 H - 3 490 490 54 x 540r J� ♦ ! ! k ^{ tV m_ SUNDOWN PLACE LANE (PRIVATE) DESIGN SPEED 15 MPH POSTED SPEED 10 MPH PA STA = 10+22 PVI STA = 11+76.40 PN EID - 503.55 PN ELEV = 493.28 A.D. = -2.00 AD. _ -5.00 K=5.00 K=5.00 Ig0-.VC ?5.00' Vf'r Prl STA = 10+62.30 va PA EIEV = 501.94 '• _ STA = 11+21.30 A.D. -6.00 PANTOPS �VERT: s D484 10' 0 10' K AD = 5.00 ... } .+50'0 SURVEYORS 50' TITLE: HORZ: 1' = 50' PLAxx]ERS VC1 REVIEWED BY: . ROAD PROFILES ,I&TES LURA 1VA� WWA NUMBER: FILE NAME: .. K DATE.' r.. 205143.04 514304C-C6.dwg - V. 1.=10. 12 1 F PVI STA - 1 � 75.00'... .. _ ...... - - P = 524.1 N DEV = 'T ELEV = 532.88. ` \ \\ ---:. - --.. PVI STA = 13+46.31 520 PlI STA = 92+ .92I 90.00' VC K = 5.00 550 -- -- PVI A-= 12+18.91 PN ELEV : 52 54 - 550 t __.. -_..-_a ELEV - 518.98 A.D. = 1:52 - A.D..=.-4.00... _ 5-00 -. .. :.:. 93 D•-=--3.17 _ K =15.00g'' _ PVI STA =12+91.31 +91.31 2P•00' V,C - - In. 510 �. 510 - 1q.87 YC. 54 540r n v 530 ..-.. - / S3 OO m N 500 - ... - \ _ _ $T� :.._ - PVI SU = 14+6{.68 500 41 GRADE n AD. -=-.5.00 +R K = 15.00 - 4.00% m 520 - ._GRADE - n -- .ter w � 1 I 490- ._. \ _. .. / 490 510 510 3 480 480 d ,.j 11 500 \ 99 470 470 TN 460 q O O(Vi.. Y OJ aV I\ Y] 62- ( 10+00 10+00 11+00 12+00 13+000 14+00 15+00 SARANAC COURT (PRIVATE) DESIGN SPEED 15 MPH POSTED SPEED 10 MPH W IF THIS DRAVANC IS A REDUCTION GRAPHIC SCALE MUST RE USED CR 1'= 10' PANTOPS �VERT: s D484 10' 0 10' FINAL SITE PLAN .+50'0 SURVEYORS 50' TITLE: HORZ: 1' = 50' PLAxx]ERS REVIEWED BY: ROAD PROFILES ,I&TES LURA 1VA� WWA NUMBER: FILE NAME: SCALE: DATE.' r.. 205143.04 514304C-C6.dwg - V. 1.=10. 12 1 F PVI STA - 1 � 560 .. _ ...... - - P = 524.1 N DEV = 'T ELEV = 532.88. ` \ \\ A.D. = 6.00 PlI STA = 92+ .92I 90.00' VC K = 5.00 550 -- -- PVI A-= 12+18.91 PN ELEV : 52 54 I ?5.00' VTI 550 PN ELEV - 518.98 A.D. = 1:52 -. .. :.:. .._ D•-=--3.17 _ K =15.00g'' _ In. - 1q.87 YC. 54 540r 530 - / S3 OO m N 0151 $T� 530 41 GRADE - 4.00% 520 - 520 / 510 510 3 d ,.j 11 500 11+00 12+00 13+00 14+00 15+00 IF THIS DRAVANC IS A REDUCTION GRAPHIC SCALE MUST RE USED CR 1'= 10' PANTOPS �VERT: s D484 10' 0 10' FINAL SITE PLAN .+50'0 SURVEYORS 50' TITLE: HORZ: 1' = 50' 11+00 12+00 13+00 14+00 15+00 REVISION NUMBER: 7 C6 SHEET NUMBER: 7 of 20 DESIGNED BY. PROJECT: CR PAVILIONS AT PANTOPS PHASE II EMI[NEERS FINAL SITE PLAN DRAWN BY. SURVEYORS To TITLE: PLAxx]ERS REVIEWED BY: ROAD PROFILES ,I&TES LURA 1VA� WWA NUMBER: FILE NAME: SCALE: DATE.' r.. 205143.04 514304C-C6.dwg - V. 1.=10. 12 1 F REVISION NUMBER: 7 C6 SHEET NUMBER: 7 of 20 C r� G Z; b S-%XJLTURt wi 1. DESIGN OF OUTLET PROTECTION FAN A RUMO PIPE FLOWING RAL MINIMM TAILWTER CONDITION MTM- 0.5 SMARTER) Outlet 2 MtA. M • Do + LA P11 OIL Moister. 0. Tail"JarL9 ` O. SDe t. �a • 0!`�: ft"Movenden Nle r 3 5 10 4„ss.scis STKUC-wKE + v> e0. 016 Dt6cMtrp. Ft3/5act USE A 01114 IOP 43SO a to L - to DES16r OF GRIEF PROTECTION FROM A RUING PIPE FLOWING FULL 14INKM TAILMNM CM TIOK ITN- 0.5 OLMM) outlet W • Os + LA pipe 2 Man. Diameter. DO AW ROO-N.ded Man. PAj•ct PAVILIONS AT MORTH PANTOPS PHASE G WINA PMojOCt Mnnbsr. 206147.04 By: CR Dab: 3402007 1,, 90 1 D1aclMrge. 1t?/sec. to c -SS USE' A IATA OF 41�0 44," 1511 L,�•l0� Open channel Design WOMWMM OW&I at S&WO Ma 2 a 1 5t I j A w W jj� D' 101Mapn ��,�g, SuavaTVAs PLiao,Su AssocuTFs aoPMraMp Mw"ANArI< MAp",MAr1 Ow W-) IANNA"Arl e A AFou.Nuobd Te OWN) lrWbl 4FMMe aloe. Cho I awway Um,A9"NAM YMMMI V•"R " s RNI YVO., wMl Iw MVM ate Kal M•YNr no, as YMaMAM"A �� Ibw,Y 0 CF AA LA tS RSA an So LY 1.n Lo0 TOPNLET ELEVATIONS FT NLETOEPIN FT IsLS NEST SITE CR Lar 4r 111 ala 147 LM 240 V.bde OR Grew N CIS 1.01 so to IN an 341 6.Mo ISar 32 17 10.78 OrsIMn 7.53 7.53 RST 4r LS it Veleft OR O"Sa ON 0.152 am LA FRSs 1.04 Lr 4.2• SAI LTM 32 - -_ &IAEC-2 DATE 1.S 6.6 0 6.M 6.S LIS t4S1h1oo1G.IOL rrraK0-0 sr S.M aS aS Lr RSM tr oar is 17 0.38 0,44 CAN LM 5.00 6.11 LS fat ar 2AS varMG OK 0"Sa OK 0.013 17.0 13.9 7.6 538.76 3.76 18 so 17 16 034 M 024 7.94 10.09 5 44.5 1 521.00 513.59 60.9 0.122 38 0.013 1 233.3 1 33.0 1A 1 628.30 7.30 1 17 16 15 0.90 0,54 0.49 8.42 10.12 SAO 1 472 1 513.34 506.80 532 0.103 36 0.013 1 215.1 30.4 L J1 L 1 I L • r"MMe 1. rb rode: A.S.On. Ara wboy NP"r vA F.9{NAAMML •. vML rs»N."MNMG>..F.au MMb9 r,.Nr.d M.nwW.M". rzy..r..M.lv<r..wer.9 wdnral.� t Vj x R, Mwd a.A•0.r. r lyMr aOwrnSodel"omenSoW VA Sea He Yr"F,V412 aaNeAY4.Ms,aN MNerAM MdMaMab, MMMMYSWwaad.a..rd.l t V. a 110 Y rd b dobnAM" IboAM9Y n V ran IMM"d aMMAA"rY d"r VA ate MAAdM"MM, A V+HI P"rrraN Q 420 TA•I ArA,A•Lr L W,4TtPnw o a • N M Ara. "•ate L NPN LV.M> M eM dowaraaMA TNA VA ate HI bMkN V-101 A•OAMM lw 0"a 9 L 9 Neaftee►M V -M. Stormwater Inlet Computations WA O+cwuaa Project: wv99N. N No*PNMMPO By: CAL STORY SEWER DESIGN COMPUTATIONS INLET CURB IPLGTS ON GRADE CURB SAG INLETS ONLY WWAPROJECTNUYBER 205143.04 COUNTY ALBEMARLE DISTRICTRIVANNA DESCRIPTION PAVIWONS AT NORTH PAMOPS -PHASE 11 STORY DRAIN COMPUTATONB SHEET 1 OF 1 - __ _ _ ___ ENGINE SURVEYORS QRS S NATES Mor"M,n Mrl a.rl.MM.v i 4iAMiis w. , ----•-d-- FROM PONT 70 PONT AREA OMAN 'A' ACRES OFF QOEF C MEW ri1 UATEO NtE TIME e11 MIN FALL 0 CF NVE ELEVAlgMB UPPER LOWER ETU END LENOIN FT SLOPE FIiFT OLA N MANMNOY n M CRY UL b VEL FPS FLAY INE SEC REMARKS TOPNLET ELEVATIONS FT NLETOEPIN FT NLETft NEST SITE CR 9/12/07 DRAWING NUMBER: C9 TITLE: STORM SEWER COMPUTATIONS 6 ADDRESS COUNTY OF ALBEMARLE COMMENTS OT 1/11/08No. REVIEWED Y 32 17 10.78 0,70 7.53 7.53 10 542 42A 551.92 52125 202.1 0.152 35 0.013 280.8 38.9 5.5 REVISION 53600 4,08 32 - -_ Sa DATE tag K is 17 0.38 0,44 0.17 0.17 5.00 6.11 1.1 533.00 525.77 104A 0.059 15 0.013 17.0 13.9 7.6 538.76 3.76 18 so 17 16 034 M 024 7.94 10.09 5 44.5 1 521.00 513.59 60.9 0.122 38 0.013 1 233.3 1 33.0 1A 1 628.30 7.30 1 17 16 15 0.90 0,54 0.49 8.42 10.12 SAO 1 472 1 513.34 506.80 532 0.103 36 0.013 1 215.1 30.4 2.1 620AI 7.07 18 47 4S 24 15 0.48 Q,56 027 027 5.00 6.61 1 1.8 1 513.00 511.33 72.0 0.023 15 0.013 9.9 4.0 9.0 522.19 9.19 24 23 22 0.35 55 0.19 OAS 5.00 OAJ 1.3 1 507.77 507.53 18.5 DODO 15 0.013 5.5 4.6 4.0 513.75 5.98 23 22 21 OM QJM 0.05 024 507 6. 1.7 607,48 507.36 26.0 0.005 15 0.013 4.6 3.7 7.0 J 514.88 7.18 22 21 15 0.03 OW 0.03 027 5.16 6. 1.8 50720 SOOM 77.8 0.005 /5 0.013 4.6 3.8 20.8 514AO 729 21 15 14 8.96 10.16 6 60.1 508.35 494JM 1 242.0 1 0.048 36 0.013 147.1 20.8 11.8 51927 12.92 15 27 14 033 0.79 020 1 026 1 6.00 641 1.8 495.06 406M 36.8 1 0.006 15 0.013 4.9 4.0 92 0.73 504.61 6.75 27 CAN too 20 1.96 CARS 4.19 1,00 0." 0.16 0.17 720 1A3 0.15 1m 0.73 040 14 13 - 0 922 10.35 5,41151.3 6.70 494.40 493.40 34.5 0.029 35 0.013 113A 16.1 2.1 4.16 504.96 10.55 14 13 13A 0.42 0,75 032 9,51 10.39 SM 52.9 40.15 492.51 51.8 0.012 36 0.013 74,5 10.5 4.9 505.65 12.50 13 13A 25 - sts OAs7 934 10.47 5M 52.8 1 491.90 491 A9 36.3 0.006 38 0.013 591 83 4.3 JAC 501.89 9.91 13A 25 30 0.13 OJIS 0.00 962 10,54 5M 53.1 491 A6 408.92 223.7 0.012 36 0.013 74.0 10.5 21A GAN 500.12 8.46 25 OARS 4.16 OM a" 0.19 0.14 943 1A2 0.19 IAO 124 OAS Grade Inlet 9 Dtaa 14 EX 3A EX2A 007 OAT 0.06 006 500 6 OA 49130 491.10 34.0 0.012 15 0.013 7.0 5.7 5.9 0.14 495.74 424 EX 3A EX 2A EX 1A 0.07 000 0.06 0.13 5.10 6.76 0.9 1 490.95 40,50 87.1 0.005 15 0.013 4.7 3.8 1 23.0 242 495.74 4.79 EX 2A OA20 9.81 200 O24 MASS 4.16 047 039 0.16 0.14 14.4 Gas 024 1m Lt OA1 EX M EX TA 0.10 COO 0.00 0.09 5.00 -!L4L 0.8 49025 489.90 34.0 0.010 15 0.013 6.6 5.4 63 494.88 4.43 EX 4A 12 D14aa 14 OA2 0.75 CTI 6.70 211 EX 1A 30 0.11 0,90 0.10 0.32 5.48 SAT 2.1 49020 489.00 20.3 0.010 15 0.013 6.4 52 3.9 GAO 494.75 5.55 EX 1A Grade MINI 14 D44C 20 040 044 OM 0.70 316 SM 226 OA01 Own 2.90 30 3/ - 9.94 10.90 52a 511 488.82 487.63 36.6 0.033 36 0.013 120.6 17.1 2.1 OUTFALL 495.47 6.65 30 NORTH SRE 014 9.70 1.91 OAO 1.95 OAS 11 10 0.48 QA5 0.39 0.30 5.00 8 2.7 467AS 46729 63.7 DODO 15 0.013 62 51 12.5 OUTFALL 465.01 7.13 11 Car 020 Grate Sag Inlet 19 9 a 0.67 0,55 0.37 0.37 5.00 GAJ 2.5 470.0 467.88 62.0 0.049 15 0.013 14A 11.7 5.3 478.71 7.78 9 0 3 024 0,77 0.18 0.S6 500 C71 30 4w.w 485.0 17.5 0.097 15 0.013 202 16.51.1 a46 OAS 47571 11.06 a CIS OAGG OA20 1.11 ISO Its Chat 4.15 1A1 0.79 CIS 0.17 4.49 122 OAS 1.00 0.18 Om 7 a 0.10 0.90 1 0.09 0.00 5.00 6A 0.6 499.59 48625 103A 0.129 15 0.013 23.3 19.0 5.4 115 506.43 8.84 7 6 5 0.13 0,74 1 0.10 0.10 509 6.71 1.3 486 493.06 26.0 0.113 15 0.013 21.8 WA 1.S - 494.08 8.08 6 5 4 0.11 0,78 0.11 1 0.30 6.11 6.71 2.0 462.8 470M 124.1 ODDS 15 0.013 20.3 16.6 7.5 494.07 1127 5 4 3 - am 0.30 524 6.7 2.0 470.33 483.0 31.8 0.138 15 0.013 24.1 19.6 1.6 0.101 48222 11.89 4 OAO OARS 4.15 OARS 029 0.16 0.1e MTs OAS 0.10 1m IAO Om Grade NIM as DLI 3 2 0.13 - Om 0.85 527 6. 5.7 486.88 454.9 72.5 0.149 15 0.013 25.0 20.4 3.8 479.96 1428 3 2 1 OAS 533 8. 5.7 4SCASS I 454.5 18.0 0.008 15 0.073 5.9 49 3.7 OUTFALL 458.89 4.04 2 O.CN 6.010 42s 20E OAT CAN 4.19 0a{ 021 0.16 0.12 11AS 1m 011 tm 1.79 Cm Grade Inlet Stormwater Inlet Computations WA O+cwuaa Project: wv99N. N No*PNMMPO By: CAL W WA Projact Number. 2N14344 Date: IIAM I N Rev. OW RW.12M087 Pb . VteM ASSOCIATES INLET CURB IPLGTS ON GRADE CURB SAG INLETS ONLY 1 yTH of � � /(. - /NV� u DAVID M. JENSEN 1144 ,o � p0� 3/ 240 `Ass ENo� �DNAL __ - __ _ _ ___ ENGINE SURVEYORS QRS S NATES Mor"M,n Mrl a.rl.MM.v i 4iAMiis w. , ----•-d-- DESIGNED BY: CR PROJECT: PAVILIONS AT PANTOPS PHASE 11 FINAL SITE PLAN REVISION NUMBER: 6 2 ADDRESS COUNTY OF ALBEMARLE, ACSA, RWSA AND VDOT COMM. CR 5/15/07 3 CLIENT DIRECTED CHANCES / ADDRESS VDOT COMMENTS CR 6/4/07 DRAWN BY: TO 4 CLIENT DIRECTED CHANGES /ADDRESS ALBEWRLE COUNTY COAIAIENTS CR 9/12/07 DRAWING NUMBER: C9 TITLE: STORM SEWER COMPUTATIONS 6 ADDRESS COUNTY OF ALBEMARLE COMMENTS OT 1/11/08No. REVIEWED Y p SHEET NUMBER: 10 of 20 WWA NUMBER: 205143.04 FILE NAME. 514304C-C9.dwg : SCALENA V. N%A DATE: 12/18/06 Nn REVISION S DATE NO - -_ Sa DATE tag K A W os E�r REMARKS so 9 a c s = 47 4S O O r S o W p �' O J O r LK r ; 00 LW Ai '� j v -+ 110RTN ORE 2 DI -M o 0.14 0.7E 0.11 0.70 0.73 0.00 0.70 Case CAN too 20 1.96 CARS 4.19 1,00 0." 0.16 0.17 720 1A3 0.15 1m 0.73 040 Grade Inlet G 0 0.12 0.74 GAO 6.70 OA4 0.00 0A4 OAOO 04" 1A/ XW 1.10 OARS 4.16 140 0.26 0.19 0.17 TAO tas 0.16 1,00 OA4 040 Grade Must D1 -7M 7 04aa 1 0.10 1" 0m L70 OAS Om sts OAs7 CO= tA7 2.9s 1.15 Cass LIG /m 029 0.15 0.17 746 1.02 0.14 JAC OAO Om Grade NMA 0 OWea 10 024 0.77 0.10 4.70 144 Om 124 0.010 GAN 326 2A0 OA1 OARS 4.16 OM a" 0.19 0.14 943 1A2 0.19 IAO 124 OAS Grade Inlet 9 Dtaa 14 OA7 0.16 4.77 4.70 2A7 OAS 2.47 *me CBIS GAG 20 0.92 OARS 4.16 OAS 020 0.16 0.14 14.16 049 024 1m 2.67 OAO Grade NIN 11 DI-Ia /4 OAS 1 026 026 0.70 242 040 2M Da9D OA20 9.81 200 O24 MASS 4.16 047 039 0.16 0.14 14.4 Gas 024 1m Lt OA1 Grade Inlet WEST SD E 12 D14aa 14 OA2 0.75 CTI 6.70 211 am 211 6.0" DAN 4m 2N 0A2 0.M3 4.14 040 020 0.16 0.16 1325 1m 022 1.00 211 GAO Grade MINI 14 D44C 20 040 044 OM 0.70 316 SM 226 OA01 Own 2.90 0.14 OM OA2 SAS 12.92 Sag inlet 17 DN - CA4 OM 014 9.70 1.91 OAO 1.95 OAS 2.77 029 Grate Sag Inlet is DM o12 L44 6.77 6.70 1.12 Om 1.12 OAS Car 020 Grate Sag Inlet 19 014 - am 043 0.17 6.70 1.14 0.00 1.14 0.10 220 012 Grate Sag MIMt 21 Dlia 6 OA3 a46 OAS 470 0.18 Gm CIS OAGG OA20 1.11 ISO Its Chat 4.15 1A1 0.79 CIS 0.17 4.49 122 OAS 1.00 0.18 Om Grade MINI 22 DNR 6 Om 0.N CAG L70 an am 0.SG Use a" 101 2Aa 115 0403 4.15 1m 010 0.19 0.17 GAS 1A6 0.12 140 026 Om Grade Inlet 23 DF1 - 0]6 O.9f 0.19 an 110 an 119 0.N am 0.11 Grant Sag Inlet 24 DNaa 14 OM 0.66 027 L70 1m 0.00 /m 0.101 SAM, 3.61 3.01 OAO OARS 4.15 OARS 029 0.16 0.1e MTs OAS 0.10 1m IAO Om Grade NIM as DLI - 0.13 OAS Om 0.70 OAT OM 017 am am 0.12 Grate Sag inlet 27 o4.taa +: 022 0.79 0.26 L70 1.76 040 1.75 O.CN 6.010 42s 20E OAT CAN 4.19 0a{ 021 0.16 0.12 11AS 1m 011 tm 1.79 Cm Grade Inlet 1 ADDRESS COUNTY OF ALBEMARLE. ACS4, AND VDOT COMMENTS CR 1 3/8/07 1 1 yTH of � � /(. - /NV� u DAVID M. JENSEN 1144 ,o � p0� 3/ 240 `Ass ENo� �DNAL __ - __ _ _ ___ ENGINE SURVEYORS QRS S NATES Mor"M,n Mrl a.rl.MM.v i 4iAMiis w. , ----•-d-- DESIGNED BY: CR PROJECT: PAVILIONS AT PANTOPS PHASE 11 FINAL SITE PLAN REVISION NUMBER: 6 2 ADDRESS COUNTY OF ALBEMARLE, ACSA, RWSA AND VDOT COMM. CR 5/15/07 3 CLIENT DIRECTED CHANCES / ADDRESS VDOT COMMENTS CR 6/4/07 DRAWN BY: TO 4 CLIENT DIRECTED CHANGES /ADDRESS ALBEWRLE COUNTY COAIAIENTS CR 9/12/07 DRAWING NUMBER: C9 TITLE: STORM SEWER COMPUTATIONS 6 ADDRESS COUNTY OF ALBEMARLE COMMENTS OT 1/11/08No. REVIEWED Y SHEET NUMBER: 10 of 20 WWA NUMBER: 205143.04 FILE NAME. 514304C-C9.dwg : SCALENA V. N%A DATE: 12/18/06 Nn REVISION BY DATE NO - -_ BY DATE U 71.]]...1 111: 3! YR. •1 1 . 1 v 11,:11 ]• GRANL1lAR DRAW FLL BETWEEN AND BENZO MICHORS — • I ♦ '1. 1' 1 YI •'. ] 1 7] 1 Es 1 '•1.1.`]1`!- 1 1 ] ♦ L h]'. 1Y 1 y1�1�1�� �� y]• IJ. -PROWE FOR DIWMGE AWAY FROM WILL (LE M41111ff SOLE OR YPER EWE 90tS.) 111116=1031; 71 7 ]1 1' •11' •1 1 1 `I PAM FOR DRNMCIE AWAY FROM ML. (LE WAWAOE S7NYE OR NPONEARIE SOLS) 1• 1 •1 r1 ] iS COUNTY OF ALBEMARLE, ACS.L AND VDOT COMMENTS CR iS COUNTY OF ALBEANRLf ACSA, RWSA AND VDOT COMM. CR DIRECTED CHANGES / ADDRESS VDOT COMMENTS CR DIRECTED CHMIGES / ADDRESS ALBEIP E COUNTY COIYIEIiTS CR S COUNTY OF AIBEANRLE COMMENTS DT BY I DATE I NO. SEGMENTAL RETAINING WALL NOTES 1. PRM `]h ] ]R MIXED ON 1' '. WILLS ` ROCIQIIOCID • SELXTED rf THE OREL OF THE IICM VM MWYL FOR SE29)ft REVISM Nil' I PRIOR TO THE WX OF WOW, POW KWW SlILL. GEDSMTHIETIC TIM AND LOCI1110111S. EIWILL WOK AFM& FNW1 CMM SIDWS] 1. •1' DIEND SHOP OM ORO= PRIOR TO COISIRL00L RESPONSIRM OF THE WiLL 1 7: h T RESPONSUM OF THIE 2111 DOM BACK OF 1HE WILL UNn 7. GED(IRID SHALL BE WILIFACTLIRED SPECIFICALLY FOR SOL r ] AW" MAL MEW THE FOLLOW OWO AS 1 ]'. ]1 N ACCORI1 . WITH ASTII D-422. efflax MIN • li • 1 1 1 40 0-50 1 200 9. ROFORCED FILL SHALL BE AS SPEND fff THE Mi DESIDNER, AND SHALL COIISIST OF NWW USCS SOIL TOES W. GW, GK K SlY, SP, OR Ski IIIIEEW THE FOLLOM GIVOTM AS DETEIM0 IN AOCOROWCE WITH And 1 4 Rif 100 2D -IOD 1 20 D-.1 11 0-30 THE FK 1 . MD. 1 SHALL HIM A WAM1 1 LUT OF 40 A4D A MkVM PLAMN IM OF 20. THE FILL SHALL BE FREE OF DOM ORGkW SOLS. AND DIPIMW SOILS PIPE SIXEM SHALL BE PERFOWM OR SLOM mm THE WiL.I. ] 1' It CWWTOR IS ANASED1'. ]' C06IRLCMK 11 SEPARAM &XDWPOW REQUIRED AND TO BE 1: ]I 6f REDIM WILL .1 1' 1 1 �Y�V�T IJ�H[/'IpJO1�F-' ! DAVID Id. JtN il No. 114 4 3I` vb "SIONAL Bt 1 b=6�h.- I= SEE SHEET 5 FOR ADOMON]L SONM SR" PINI DETAL In I I \ III l -- --- `_ ` ------------ '+nom `\ `� \,•-` °, � 7iK R11- A'0'1' AMWCy 9+00 10+00 NOTE: A 3' MINIM COVERAGE IS REQUIRED OVER THE TOP OF ALL PIPES. IF THIS DRAWING 5 A REDUCTION GRAPHIC SCALE MUST BE USED VERT: i' = 10' 10' 0 10' 50' 0 50' HORZ: 1' = 50' 11+00 12+00 13+00 14+00 15+00 16+00 DESIGNED BY. PROJECT: REVISION NUMBER: ENGn',EERsCR SURVEYORS PLANNERS I.IATES PAVILIONS AT PANTOPS PHASE 11 FINAL SITE PLAN g DRAWN BY: To DRAWING NUMBER: C 1 O TITLE: SANITARY SEWER PLAN AND PROFILES (NORTH) ROAD ENTRANCE PROFILES d0- WALL DETAILS REwEwcO BY. LUM I.po 1 s•M..rVAv.sl «' WWA NUMBER: 205143.04 FILE NAME: 514304C -C 10. d w 9 SCALE: H: 1 M-50: V: 10-10' DATE: 12118106 SHEET NUMBER: 1 1 Of 2O s 1 � Y• Vrl fJ '� � � � 1 �1�■���1■■ I it 1E.91 , �1�■�i�ION I 1.,.,II■!! gip! 1 ��1■■ M g,ui���llllll�� 11� ' �011111111111111 . ] .1 •', `!,�- �-I■IIII1111 111111 11 �'�'I�i�II, 111111 11 �� �.���II■11■11111■il■ • �I�JPF t■SII I"All■11111■11■11111■'IrJlllll it ��I�111l�JJJG1�■11■llll��l�lllllll (l ��!�!1' . : �nl®1��11111111111�E�■11�II(I�II�11��'�1■11 11 1�■�I_�� 11111111111,91 m11111; 03111 1-91 1 .: ■�■ 111111111111111111111111111111 11 11. 9+00 10+00 NOTE: A 3' MINIM COVERAGE IS REQUIRED OVER THE TOP OF ALL PIPES. IF THIS DRAWING 5 A REDUCTION GRAPHIC SCALE MUST BE USED VERT: i' = 10' 10' 0 10' 50' 0 50' HORZ: 1' = 50' 11+00 12+00 13+00 14+00 15+00 16+00 DESIGNED BY. PROJECT: REVISION NUMBER: ENGn',EERsCR SURVEYORS PLANNERS I.IATES PAVILIONS AT PANTOPS PHASE 11 FINAL SITE PLAN g DRAWN BY: To DRAWING NUMBER: C 1 O TITLE: SANITARY SEWER PLAN AND PROFILES (NORTH) ROAD ENTRANCE PROFILES d0- WALL DETAILS REwEwcO BY. LUM I.po 1 s•M..rVAv.sl «' WWA NUMBER: 205143.04 FILE NAME: 514304C -C 10. d w 9 SCALE: H: 1 M-50: V: 10-10' DATE: 12118106 SHEET NUMBER: 1 1 Of 2O RNANNA WATER do SEWER AUTHORITY (RWSA) GENERAL WATER & SANITARY SEWER NOTES AUGUST 2006 AUTHDRR 1N A&M lk 19K EI(CIEPT AS MODIFIED :] 1 2) ALL coNsmucrick iRMW AMD METHODS OF CONSTRUCTION MIUST BE APPROVED BY RWSA Pli TO THE SEART OF OW 3) THE COINTRACTOR SHALL BE RESPi FOR WMING MISS UTILITY (1-800-552-7001). 4) li DOW 977-2970 EXT. 202) MUST BE NOTFIED TWEE KISINESS 1 '.,' 1 1 r1 . 1 5) ALL 1'. 1 11 •N'•1 1 Nw ] SNAL BE IS 1, 1 COORDINATION! 1 1 PRESENCE•OF RWSSA STAFF No WORK Sli BE CONDUCTED ON RNSA FACILITIES 1 1] ]] 1. 1' ROSA HOLIDAYSa\ ']'r ]I OTHEIM BY RIIISA IN WRIM. 6) FOR SWARY SEINER LINE CONSTIIUCTM RWSA MAY REOLi MASS PUMPING FOR TIE-IINS TO THE -T- I � 3, w.t. PLANS FROM DATA ANAILABLE AT THE TIME OF ME- a'r 1 1 1 1 `rl 1 IY 1 )Iw a •:, ` •r • 1 ` i • •1 I' it i I ] Y i]' 1 Iw 11]' • a ]i a w a` 'a• '.il rlIT,' 1 r.. •1 1 1 1 , 1 1 •,w 1 1 r 1'ICI 1 `il ] ., '1 • a 1 '1'r ]1 `] 1 1\ • rr a 1 r 1 �' 1 • 1' • rr m `ii a\w•r,� m, r r , • rr ]1 11 i , • a 1 ] • ri � , 1 •,1 , '.1 r 1 ..11-4 111. 1' 1 rl 1' '1 1'. 1' rl 1 1 1 11 1 r1w 1 1 ]• r 1 'dl T I w 1 ]1 • 1'r it C it 1 ]' 1 ' ".1 ]1 '•1' 1 1 ]'• i •1 1 1 ]' 7 •'1 ]I 11. 1 `i ] 1' 9 ♦ 1 'r 11'.1 it ".1' 1 • • 1 1 1 ]'r h '11 i'w 1' I'• 'r1 m: 1. A 3' MINIMUM COVERAGE IS REWIRED OVER THE TOP OF ALL PIPES. 2. SEE SHEET 6 FOR ADDITIONAL SANITARY SEWER PLAN DETAIL / 10+00 - 11+00 12+00 13+00 14+00 15+00 15+00 17+00 15+00 18+00 10+W 7 7 -I Y I ADDRESS COUNTY OF ALBEIWARLE, ACSA, AND VDOT COMMENTS CR 3/8/07 o �pJ OF 1 ((fi�t� At U DAVID M. JENSEN > 4 No. 11484 s PDF, //// 2�m ss3�`^'�o` ONAL IF TH6 DRSSGLLE UST RBE USED GRAPHC VERT: 1* = 10' o' 0 1o' 50' HORt: 1' = 50' WA FtNo¢�3ts ,S`URygypRS im PLANNERS T� �1'� �I M004111 ,1 tI l EJ • .� .... DESIGNED BY: CR PROJECT: PAVILIONS AT PANTOPS PHASE II FINAL SITE PLAN REVISION NUMBER: 7 2 ADDRESS COUNTY OF ALBEMARL� ACSA, li AND VDOT COMM. CR 5/15107 DRAWN BY: To 3 CLIENT DIRECTED CHANGES / ADDRESS VDOT COMMENTS CR 6/4/07 DRAWING NUMBER: C1 1 4 CLIENT DIRECTED CHANGES / ADDRESS A(BEMARLE COUNTY COMMENTS CR 9/12/07 TITLE: SANITARY SEWER PLAN AND PROMES (WEST) REVEWED BY. Q/M 5 LATERALS UPDATED WITH LOT SWT (15-21) I 10/5/07 Sao 6 ADDRESS COUNTY OF ALBEMARLE COMMENTS DT 1/11/08 SHEET NUMBER: 12 of 20 WWA NUMBER: 205143.04 FILE NAME: 514304C—C1 1.dwg SCALE: 1",;. i. -1o. DATE: 12/18/06 7 ADDRESS RW tr SI COMMENTS OT 2/22/08 NO RFVISION BY DATE N0. BY DATE - --t -- O C woG I / 540 so IQ LOT 13Wr5VM I I LOT 12 832615 LOT it r_ I OF 10 _---0 In__. 520 ' g. LOT 8 a W-451.23 T 9 / 2 LO 6 .017 510 / 1 ------�— 510- •-�� 4mNs Ima- I .� _ 500 1I1I1ili1I1I1i 490 490 VP rosmTXtII N0mV%a#:I NNNOaa - TII •-$ •0.W57.6`4' iB5.2_D� �iX;# � 0 0NIrX3i•Dy �m!%� oXrON;7II 1{5m#7y11 T X3t11 O5Ir#O.] aNmVStI MSNIt�] X f � r�nII n1Im571•1f �II 480 5Of �OLOmS-T 3N{mNO � 1 II 11 11 11 1 II II 11 II 11 II 11 11 11 1 11 IIS M II II If 11 II 1 1 1111 11 Fill II II II II II ^ N�tII N Nft ] f ) Om N NoN5(Op NNm�5N 10 NNOXst11 I n mst I mED I N 17 r7 r"1 r7 r`9 r'1 P] ###t##tt h f f f f+ f Y f f f N # VI ### J] N r0 ##t#t 10 m 1� t## n n n # n ,I {/V �__'' a h IA a+ II+ ■ g s m� t t N + n / 10+00 - 11+00 12+00 13+00 14+00 15+00 15+00 17+00 15+00 18+00 10+W 7 7 -I Y I ADDRESS COUNTY OF ALBEIWARLE, ACSA, AND VDOT COMMENTS CR 3/8/07 o �pJ OF 1 ((fi�t� At U DAVID M. JENSEN > 4 No. 11484 s PDF, //// 2�m ss3�`^'�o` ONAL IF TH6 DRSSGLLE UST RBE USED GRAPHC VERT: 1* = 10' o' 0 1o' 50' HORt: 1' = 50' WA FtNo¢�3ts ,S`URygypRS im PLANNERS T� �1'� �I M004111 ,1 tI l EJ • .� .... DESIGNED BY: CR PROJECT: PAVILIONS AT PANTOPS PHASE II FINAL SITE PLAN REVISION NUMBER: 7 2 ADDRESS COUNTY OF ALBEMARL� ACSA, li AND VDOT COMM. CR 5/15107 DRAWN BY: To 3 CLIENT DIRECTED CHANGES / ADDRESS VDOT COMMENTS CR 6/4/07 DRAWING NUMBER: C1 1 4 CLIENT DIRECTED CHANGES / ADDRESS A(BEMARLE COUNTY COMMENTS CR 9/12/07 TITLE: SANITARY SEWER PLAN AND PROMES (WEST) REVEWED BY. Q/M 5 LATERALS UPDATED WITH LOT SWT (15-21) CR 10/5/07 6 ADDRESS COUNTY OF ALBEMARLE COMMENTS DT 1/11/08 SHEET NUMBER: 12 of 20 WWA NUMBER: 205143.04 FILE NAME: 514304C—C1 1.dwg SCALE: 1",;. i. -1o. DATE: 12/18/06 7 ADDRESS RW tr SI COMMENTS OT 2/22/08 NO RFVISION BY DATE N0. 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COORDINATE ALL CONNECTIONS TO E%b M WATERIA4NS WITH THE RWSA WATERMAIN "C" (WEST) PROFILE I, 550 ■■■■■■ •. .. ■■■■■■■■■■■■■■■■MINIM= 550 MONEMORMMMMMMMMEEE 540 ■■■MMT-"■■■■■■■■■■■■■■■■■■■■■■■ ■■■�■■■■■■■■■■■■■■■■■■■■■■■■■ 540 J MIME=■■■■■■■■■■■■■■■■■■■■■■■■ . .... - -==MME■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■.■■■■■ ■■■T.■■■■■■■■■■■■■■■■■■■■■■■■■■ -- MON ■ 530 y y EX GRADE--�\S 530 0 IPE \ I�i.L'7©4700.1.0©�© T�E...•.:u7 ®©M®®®®®®®®®®®-©�� WATER• IAIN 'C' (WEST) \ CULVERT CALCULATIONS FOR TEMP 15" CMP SHEET 14. mm 1. A 3- MINIMUM CXRAGE IS REQUIRED 0VIR THE TOP OF ALL PIPES. 2. SEE SHEETS 5 d 6 FOR WATERMNN PLAN VIEW. 3. COORDINATE ALL CONNECTIONS TO E%b M WATERIA4NS WITH THE RWSA WATERMAIN "C" (WEST) PROFILE L 10+00 11+00 12+00 13+00 14+00 15+00 16+00 10+00 11+00 i 1 ADDRESS COUNTY OF ALBEAWtL& ACSA, AND VDOT COMMENTS CR 3/8/07 /� OF IF THIS DRAWING 5 A REDUCTION GRAPHIC DESIGNED BY. PROJECT: REVISION NUMBER: 2 ADDRESS COUNTY OF ALBEMARLE ACSA, RWSA AND VDOT COMM. CR 5/15/07 SCALE MUST BE USED ENOLS CR PAVILIONS AT PANTOPS PHASE 11 7 3 CLIENT DIRECTED CHANGES / ADDRESS VDOT COMMENTS CR 6/4/07 L7(� VERT: 1' = 10' SURVEYORS DRAWN BTI FINAL SITE PLAN DRAWING NUMBER: 4 CLIENT DIRECTED CIANGE.S / ADDRESS ALMIJAI E COUNTY COAMIEMFS CR 9/12/07 DAVID M. JENSEN > t0• 0 t0' pT,, NNERS TITLE: 6 ADJUSTED LOCATION OF EXISITNG WATER CONNECTIONS DT 12/26/07 q No. 114 4 REVIEWED Br: WATER MAIN PROFILES & CULVERT COMPS C 12 al As119 MI aM 7 ADDRESS ACSA h RW51 COMMENTS OMJ 3/20/06 �o �4j SHEET NUMBER: w. �2 •orllu 1•u �.rtrlle. SO' 0 50• vAsun dN�.�v..mx WWA NUMBER: FILE NAME: SCALE: DATE: 3S/0NAL ENG HORZ: 1' = 50' :.`�' "s "" 205143.04 514304C—C12.dwg �.�10. 12/18/06 13 of 20 PY PA TF Nn BY DATE I, 550 550 540 �'1 540 J \N 530 EX GRADE--�\S 530 0 IPE \ WATER• IAIN 'C' (WEST) \ POROEP PPE 520 ` 520 2.51 1 J ` 510 510 I CI EAR 500 500 i 490 m — W 490 m II II W � m K I O 460 460 •II •II y�{ 1 I1 •- g i L 10+00 11+00 12+00 13+00 14+00 15+00 16+00 10+00 11+00 i 1 ADDRESS COUNTY OF ALBEAWtL& ACSA, AND VDOT COMMENTS CR 3/8/07 /� OF IF THIS DRAWING 5 A REDUCTION GRAPHIC DESIGNED BY. PROJECT: REVISION NUMBER: 2 ADDRESS COUNTY OF ALBEMARLE ACSA, RWSA AND VDOT COMM. CR 5/15/07 SCALE MUST BE USED ENOLS CR PAVILIONS AT PANTOPS PHASE 11 7 3 CLIENT DIRECTED CHANGES / ADDRESS VDOT COMMENTS CR 6/4/07 L7(� VERT: 1' = 10' SURVEYORS DRAWN BTI FINAL SITE PLAN DRAWING NUMBER: 4 CLIENT DIRECTED CIANGE.S / ADDRESS ALMIJAI E COUNTY COAMIEMFS CR 9/12/07 DAVID M. JENSEN > t0• 0 t0' pT,, NNERS TITLE: 6 ADJUSTED LOCATION OF EXISITNG WATER CONNECTIONS DT 12/26/07 q No. 114 4 REVIEWED Br: WATER MAIN PROFILES & CULVERT COMPS C 12 al As119 MI aM 7 ADDRESS ACSA h RW51 COMMENTS OMJ 3/20/06 �o �4j SHEET NUMBER: w. �2 •orllu 1•u �.rtrlle. SO' 0 50• vAsun dN�.�v..mx WWA NUMBER: FILE NAME: SCALE: DATE: 3S/0NAL ENG HORZ: 1' = 50' :.`�' "s "" 205143.04 514304C—C12.dwg �.�10. 12/18/06 13 of 20 PY PA TF Nn BY DATE — — - / /' C \ \ \ `I 11 , , �' \ / /`♦ `------ \------- -------------- ------ / ----------''---' — i -------------------- - — — — -- _ 41 _- — _ -- / / / I /� %•^ /\ \ ` 4- r\ \ IN IN X IN OPS / / / -------- ------ -- / \\ � ------------------------I IN IN - f vv ♦♦ l ' ' ya\\) pEL� //' \\ay \ d`/ �(\ x/ \ \\` \ -------------------- / -------------- IN/' '\�`_�pC\• � 'a$' ♦\ 'l/ ` `"e��\ `.\ ``,` ♦`__ '/ ----- / / / Je\�PRE\ �6�.\\�' / / ` �\ \ a `` ylb� 'f ♦ / / - ` \ \� \�_` \ ``�`.`` — — — — _ _ _ _. \------------------- -- \ ♦ to tl / / \ \ \ \ �`._ �`_� --_ .' ' / ------------ \ J`D� \ at'/ psi\ ay/l♦ `y �' i♦ \�. \ - ?��> - --------------- ! 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J � \ I dqI i 71T HE EIB OF FLPyELS\CLOeSS \OF \ O�Ee 0 /DROP-R_P EWIT \DACTlo P c� fUUTO W, WERSIX 10 BE A 10 o Rc5 E ti pee' eG I it IN I,Iel JO.� I 1 �\ 1 \\ \—� ��'�_ ♦\\ ♦`♦ ♦ II 0. I I \ I I 11 \\ ` �` �. ` \ ♦ \ ` ` \ ' . ' . / / / /IN II I'ly I\I , tltltl c I I Il 1 \ . ♦ ` ♦ \ ` iO \ /' / ,' / , ,' ,' / ,/ / , / / / / j / / / I I 1 i � i l H II i � I � \ \ 1 I I ', 11 \11 I j i 1\ \\\ ,,' / — � \ \ `♦` ♦\\ `♦\``; \`\`\`\` ``\ / ,,' /' //' i /','' / /' � / / / / / , � / ,,% / /, / % \` � 1 I � 1�/ 1 8 I o I' � �� I I , , DESIGNED BY., PROJECT: REVISION NUMBER: 1 ADDRESS COUNTY OF ALBE7WRLE AM AND VDOT COMMENTS CR 3/8/07 {�'- 2 ADDRESS COUNTY OF ALBEMARLE, ACSA, RWSA AND VDOT COMM. CR 5/15/07£- " IF THIS DRAWING IS A REDUCTION GRAPHIC �D4EM CR PAVILIONS NA P SITE PS PHASE 11 8 3 CLIENT DIRECTED CHANGES / ADDRESS VDOT COMMENTS CR 614107 SCALE MUST BE USED 3UAvEyORS DRAWN BY: FINAL SITE PLAN 4 CLIENT DKCIED CHANGES / ADDRESS A1,6110 LE COUNTY DOAYIENiS CR 9/12/07 DAVID M. JENSEN SCALE. ' - PLANNERS TITLE: T DRAWING NUMBER: 6 ADDRESS COUNTY OF ALBEA14RLE COMMENTS DT 1/11/08 No. 114 4 A REVIEWED er: EROSION AND SEDIMENT CONTROL PLAN (NORTH) C 13 4 m 1 ssociATES aM SHEET NUMBER: 3I Qg?�`� 3p' 0 30 1O' ;r�'a ' .m"�„ WWA NUMBER: FILE NAME: SCALE: DATE: SSSTONAL F'a" � �.,.>« 205143.04 514304C—C13.dwg v N � °� 12/18/06 14 of 20 i, DATE NO By DATE qtr 0.� i` � �- --- IN IN ,\RO -- — \ \ '\ i��,p /� � 1 • \ /\ .\ ` \ \ \, \\ �\ \ `�` `. ` � I - NN \ \ iisz- tipp�� / 1 \\ ``-\ go IN \ \\\` ` i �♦_ +.__ _ i _ _ _ _®sk \ \ �� d° , `> / 'moi\,./{ \ \ \ \ _\ ` rl// 1� � ` - \ > `" \ \ ` `\ \ ` �`_ _ _ � to as � �- ``�� \ /' / / ` , \ P •, 1 j / •1 \`Ae . \,. `l \" ` 1 1 II I \ I 1 �`r �� i.. iaa _ _ _ _ — — `` `♦ . ` ♦ \ ''' / ' �' \ \\ ` \ \ A \' I i A 1 -4 ,, REL\�'RA� Ra '\\P\' I I I �` ` `\I `\ \ �♦ �`.� ,___ ' _ •--- _ `� \ `` ♦ / // \ $ \ \`\1`\ \ �va 11 ii I/ I y�E, OR \Jc`'' �a I \ •� ` - - - _ w � � 1p I \ \ // i 1 x \ 1 \ / / / 1 SVR ' Iii 1 R'� I 1`` \ \ \ _ _____— - --____ --- - __ - = __ ` ♦ ♦ ♦ ` I''�/ \ 1 \ ` Ep\ - ,/ 11 I I 1I I' , I �I 1 \ - ` \` _ L - � _______ _- \ \/`, 1 �\ �/ 1 \ / � 1 `• I lI I !Ir 1 I I e.f 1 I --------------- ' 1 _ _ - - —NRISF'•.., w 11 .:,� CIMN LMT( fENCE \AND :._ Ri-RAP DRY CUSS I \ ` `` ♦ \ � / /' \\ / / '' /' / �, /, '/ ' /iWli/ ^F/E�I�G / 1 ' ,/ ,' ,' / ` � �I I` � � i I I I ,I '1� pJ e �� \N I I I i 11 , ` ♦-_--� DIA?RSIOd ,�W BE �14EP y Sc\O J / ,i / ,' / / / -RAV / I ( / . J � \ I dqI i 71T HE EIB OF FLPyELS\CLOeSS \OF \ O�Ee 0 /DROP-R_P EWIT \DACTlo P c� fUUTO W, WERSIX 10 BE A 10 o Rc5 E ti pee' eG I it IN I,Iel JO.� I 1 �\ 1 \\ \—� ��'�_ ♦\\ ♦`♦ ♦ II 0. I I \ I I 11 \\ ` �` �. ` \ ♦ \ ` ` \ ' . ' . / / / /IN II I'ly I\I , tltltl c I I Il 1 \ . ♦ ` ♦ \ ` iO \ /' / ,' / , ,' ,' / ,/ / , / / / / j / / / I I 1 i � i l H II i � I � \ \ 1 I I ', 11 \11 I j i 1\ \\\ ,,' / — � \ \ `♦` ♦\\ `♦\``; \`\`\`\` ``\ / ,,' /' //' i /','' / /' � / / / / / , � / ,,% / /, / % \` � 1 I � 1�/ 1 8 I o I' � �� I I , , DESIGNED BY., PROJECT: REVISION NUMBER: 1 ADDRESS COUNTY OF ALBE7WRLE AM AND VDOT COMMENTS CR 3/8/07 {�'- 2 ADDRESS COUNTY OF ALBEMARLE, ACSA, RWSA AND VDOT COMM. CR 5/15/07£- " IF THIS DRAWING IS A REDUCTION GRAPHIC �D4EM CR PAVILIONS NA P SITE PS PHASE 11 8 3 CLIENT DIRECTED CHANGES / ADDRESS VDOT COMMENTS CR 614107 SCALE MUST BE USED 3UAvEyORS DRAWN BY: FINAL SITE PLAN 4 CLIENT DKCIED CHANGES / ADDRESS A1,6110 LE COUNTY DOAYIENiS CR 9/12/07 DAVID M. JENSEN SCALE. ' - PLANNERS TITLE: T DRAWING NUMBER: 6 ADDRESS COUNTY OF ALBEA14RLE COMMENTS DT 1/11/08 No. 114 4 A REVIEWED er: EROSION AND SEDIMENT CONTROL PLAN (NORTH) C 13 4 m 1 ssociATES aM SHEET NUMBER: 3I Qg?�`� 3p' 0 30 1O' ;r�'a ' .m"�„ WWA NUMBER: FILE NAME: SCALE: DATE: SSSTONAL F'a" � �.,.>« 205143.04 514304C—C13.dwg v N � °� 12/18/06 14 of 20 i, DATE NO By DATE I \ .` \ / i i // i / / i i i / / / / '/ / i i / / / / i i / •� /, / / / / / I j e: `\ i \ 1 ,` } I\ i .\ \ •\ •�` -,� `v `= _ .- d a \ \ \I '--`-�-�---FOREBAY #3 \\ -------------------- -- (TO BE CONSTRUCTED _____ BY OTHERS) '^-_- / \ \ \\ \\ \\------------ - ' '/ / i i / ' / / / / / / / / , / / / / / / / / / / / l , m \ j�`\ \ \ ! \ ---------— --- f i O ------ � -- ' - -- \ I BURY O E DGE If D 1'r - — ! \ I / war T ♦ 1 1 x/ ' , `,� \ ` \` -''J 60 `6M OF G.EMwC: \\ ••\ .' 1 I i , 1 ; / / I 1 , 1 \ 1 i 1 I I \ , \ \ \ \ `\ \� \, N;D g0"°NCiLYE DA=1 0.76 Ac. Q11� 1 \7 11 , \(� \ [\�.\ \\ \\ \\ .\\\ , -, ;; s ` / �-i/'-__ '^ --- 'C=0.70 �SLFNOTE L9 $�i�lJ\\\ `` ``\ \\` \\ is `, `, `,\:j' / >' - �'`' `, r\` C�0'�7 -- _`----------- –�-- --- – –, I I 4A • DA= Ac• .\ , \ 11 \ \ \ \ \ ) `, \ ` ----- -- -- ..� \, .� i , c 1. awwa T caslRucTo AND'1 L�M1EDMxORDNI(:E� fOMPIRATgNS SIIOMN ON SHEET 10 AUATMIN OF EC -2 I i i \• \\t 1\ \ \\ \t ` \ \\ \\ ` ` \ : �\\ \ \\\ \ \\\ `\ \\\ �x \ \ `- -- _ _^`, `•___ - -� Jgy. �\ �F i� Nq EC-L3ARE WITH THE 2001 i i .- \ 1 \It i 1 \ \t It \ \\ \ It \ \ `� `\ ,` \ \\\�\ 1 -\- �- _ wF - ^\`�_� .: 'j�•\ _. / ,\ T��I�,� RAND mpor mms.-... 1^ 4.0 190 DMDE mo ` \ '\ \ " g I � L \ 1 \ �`'� - -' % t �• �� � , / / ell „a„ / / \ _� \ , 1\^_� \`, � r \' In 1 • ""O:-.\�-_. \ _ \ 1 \ ��.�` \�_: `` r j ,1 PJj \� ,' , 7I jnr � I � � /��° / ; � n. \ �'\\ %\ -- \ .\ \ c\/ `- OT l0T yi+ .' - -`-- ' / ' ' P / �� �i�\� L- t ` COIPIR t mixy110N t \ \` • / ,` 13A ro ourFAu TO OfCI1R'ORE / alllR'1AIM)�SIUIfB11G O.i01t-- \`\ CCtMK \ \ / MESE SEC11014 _�EE-INfSFQIENCE _ ON SIM 17 FOR FIIRIjER _ \ \ \ \ \ \/ 1 , ,/ .' 1 ^ / a ' �/ / t / , �/ 1 i'. Ii 'Q Ar - it V`\ `t OIM1) SEE \ • "� "' L / '' - - 5' / / / / 11 I ':, 1 , _ ,J / y FUNK 1 11 JLJk! i i /I 1 I `\M \\\ 1 1 1/' 1 •\ 1 °j� / `alA IF 1 1 � 1 1 , I i I .. � \ \ \ , 1 A/ 1 ' � _IflT-7 -- .. ^ � " ` 1 --- - -- --- - --- , 19 _ , . •.,� ^ -------- � I , I I I , 1 \ \ , �Aj� _- nl `` - LOT g � � OOIgIgNT I •.,,.,, O �( / , I � 1 i I I 1 1 1 .•', •, \ ' \' ` \ `\ `\ \ \ 1 � Lbi, 1p `T >-- _ _ –�– q I \ DEV .1 Ac iz It It \\ / / / / / / / / t \ \ � \ \ ` �`_ lo— _ "yid_ t �' „�„ ,� •\ �,•�,: � � � � ` / yt, ' i ✓'' 1 �, � ° `\ \\ i / / / / / / / / \ 1 � acv. a�>r� ---" -" .• I /-` lFli'dRAffT 15' I 1 0 ,,.,, r I ; 1 \` � -�_._ - - - _- --' af'T: • , / 1 / 011 I o T -•'�L 1 tom; .. \ ,\ , . \PROPOSED\pR/ " -S 13 FOR _ / / / \Kro / Dyjni�j 1 — - -' `\ `� \`•✓\ ' a I �' 1 R b�� _ ------ I -' _ /. ^+ i - `.. \'- y - - R 1111 • DD's %1-4170 BE REMOVED VIER FlNAL C \ , / / , / , TD HONOR _ .... _ _` a GRAOMIG t MISIALLA7pN OF CLOSED COE6U7 \ SEE: / -+.. +:': #. T...� l .. a F / � � , \ \ _ �.: ' �R \ /'_, ' . r• -+ / STIXN ORNI SYSTEM. "-- O `r#__- •\ \ ...ann..ni �;'/ \ / — i _ ,. •V..4 -�•` / iii _ -t..-i , ' SIR fig SIR jig D".MB BE1 K CURB IN PLACE) 'f:.. yc' �t.___. L__ �: ' ��J 1 I '"s Z ,•.x,' I r te!/v'j /rrte /�, o ` ' DESIGNED BY. PROJECT. REVISION NUMBER: 1 ADDRESS COUNTY OF ALBEAMRLE, ACSA. AND VOOT COMMENTS CR 1 3/8/07 CR a 2 ADDRESS COUNTY OF ALBEMARLE ACSA, RWSA AND VOOT COMM. CR 5/15/07 /IOF IF THIS DRAWING IS A REDUCTION GRAPHIC PAVILIONS AT P SITE PS PHASE II 7 z 3 CLIENT DIRECTED CHANGES / ADDRESS VDOT COMMENTS CR 6/4/07 Vyw �. SCALE MUST BE USED SU D�IwN B,': FINAL SITE PLAN (���! r j'�ygypgS To DRAWING NUMBER: SCALE: 1' = 30' 4 CLIENT DIRECTED CHANGES / ADDRESS ALMMOIAl.E COUNTY COMMENTS CR 9/12/07 VID M. JENSEN s pL.Artxexs TITLE: n REVIEWED BY. EROSION AND SEDIMENT CONTROL PLAN (WEST) C14 ° 5 SH0 0 LOTS 15-21 CR 10/5/07 a No. 11484 Assoc.r�l s wM n T < SHEET NUMBER: H B ADDRESS COUNTY OF ALBEIHRLE COMMEIVIS OT 1/11/08 �.nR, ?� �� \?`' 30' 0 30' 1D"�/'oe o"",,.o""", ,,,,^"„ WWA NUMBER: FILE NAME: SCALE: DATE: 7 ADDRESS RW tr S4 COMMENTS DT 2/22/08 Sao/ONAL Fac '::' "�""""'• 205143.04 514304C—C14.dwg v: N A� 12/18/06 1 15 of 20 r;.r f6 PA TF rr, RY DATE SILT FENCE CULVERT INLET PROTECTION 05TWHCE IS 5' MINIMUM IF FLOFI LIS TOWMD EMONIKMENT FLOW OPTIONAL STONE COMBINATION .0 15' INIII FLOW •VDOT r3. 0357. 15, 056 OR /s) ewNx NH:NeuiL TO *EE SILT IrNCE IN ' HORSESHOE ' "EM HIGH V0=11Y OF FLOW K EXKCTEO In 1. VOOT sMNerd SNr.I. pM Y.. OSaL S' GRAVEL CURB INLET SEDIMENT FIL TER aAi �iY�Y� __y6�•i�� r CONCRETE GUTTER O • `•CURB HE SPECIFY` APPLICATION THIS METHOD OF WLEr PROTECTION IS APPLICABLE AT CURB INLETS WHERE W FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE WCONVENENCE OR TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. ' GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. PIPE OUTLET CONDITIONS �•t PLANTVI- EW •��•ii!1 1 FLAT AREAI�H1 DEFINED CIMWL -` 1 SECTION CLOTHRMMMAN FILTER RECOMMENDED FOR DOW PERIMETER E0 -� . • �•b�a41•,� -t11.. �•-• I'-..� PIPE OUD.ET TO WELL DEFINED CHANNEL PLAN I a. .,�.,.. r SECTION CLOTHFILTER 1 FOR ENnRE PERIMETER .A 17 APRON1. GROUTED RIPRAP. GABION1' CONCRETE LENGTH2. LA IS THE Of THE RIPW APRON1 USK PLATES 3.18-3 1 3. 1 7. THE MAXIMUM STONEDIAMETER, BUr NOT\ THAN 6 INCHES. SOURCE VA DS01C PLATE 3.07-6 SOURCE M DSK PLATE 3.15- SOIL STABILIZATION MAT - SLOPE INSTALLATION TYPE C (VDOT STD EC -3) STAKING DETAIL -SOIL STABILIZATION MAT SHALL BE USED IN I CONJUNCTION WITH STANDARD EC -1 AT OUTLET �r i i i 'TRANSVERSE CHECK SLOT TO BE CONSTRUCTED N ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION FOR PREFERRED INSTALLATION. 3' OVERLAP 3' BETWEEN ROLLS 1� 1 Il. 1 1 -•i fsm-3. OVERLAP 1 ,« •« 1T 7 1 O'1' 1 1 JADDRESS COUNTY OF ALBEMARLE, ACSA, AND VDOT COMMENTS CR 1 3/8/07 Improved Perennial Ryegrass 2 ADDRESS COUNTY OF ALBEMARLE, ACSA, RM'SA AND VDOT COMM. CR 5/15/07 6 3 CLIENT DIRECTED CHANGES / ADDRESS VDOT COMMENTS CR 6/4/07 4 CLIENT DIRECTED CHANGES / ADDRESS MADIARLE COUNTY COMMENTS CR 9/12/07 en 5 ADDRESS COUNTY OF ALBEILARLE COMMENTS DT 1/11/08 CRABACTORISTICI SPP.CMNI App (me b 10 b to b b SHEET NUMBER: WWA NUMBER: STAKES OR PINS 31 3' O.C. ;K SLOT 25' O.C. If= 1, STAKES SHALL BE WOOD OR METAL AS RECOMMENDED BY ME MANUFACTURER AND SHALL BE A MINIMUM OF 12- N LENGTH. IN SANDY SOILS METAL STAKES A MINIMUM OF te- IN LENGTH SHALL BE USED. 2. SOIL STABILIZATION MAT TYPE A AND B ARE TO BE N ACCORDANCE WITH THE APPROVED PRODUCTS LIST. 3. SOIL STABILIZATION MAT SHOULD BE INSTALLED TO THE SHOULDER BREAK POINT OR EXISTING GROUND THEN EMBEDDED 6•. MATERIAL ON BOTH SIDES OF THE DITCH SHALL BE INSTALLED TO THE SAME ELEVATIONS. 4. IF MORE THAN 3 UNES OF MATERIAL ARE REWIRED PARALLEL TO THE Q OF THE DITCH, MATERIAL SHALL BE INSTALLED PERPENDICULAR TO THE CENTER UNE OF THE DITCH, STARTING AT THE LOWEST Q ELEVATION OF THE DITCH. 5. FOR SOURCES OF APPROVED MATERIALS SEE VDOYS APPROVED PRODUCTS UST FOR SYD. EC -3, TYPE A OR B. SECTION 1143 ,TH CONSTRUCTION OF A SIL T FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. FLK 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND R INTO THE 2. EXCAVATE A 4'X 4• TRENCH UPSLOPE ALONG THE UNE OF STAKES. 4- 4. BACKFILL AND COMPACT THE E SOIL POINTS A SHOULD BE HIGHER THAN POINT B. ORAINAGEYIAY INSTALLATION (FRONT ELEVATION) TABL4 331-C TI± 00RARY SITTING PLANT MATllpffi SI SFEMG RATES, AND DAM DAVID M. JENSEN No. 11484 or 11;-SIONAL ENG F3NGINEFRS SURVEYORS Assoc ro..vn Hn:oN.rr rM. nus � wrslll 11 W TABLE 332-11, SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA Total Lbs. Per Acte Minimum Care Lawn - Commercial or Residential SING BATH Nwrw SOU& Improved Perennial Ryegrass 0.5% PLANT' 0-5% PHASE 11 6 DRAWN BY. FINAL SITE PLAN To en LUIS 2115 313 911 CRABACTORISTICI SPP.CMNI App (me b 10 b to b b SHEET NUMBER: WWA NUMBER: FILE NAME: 4130 111 1111 4l30 911 11113 V: N%A OATS 3 bw ppb 100 Dr.• 2 b. X - - X - - U- wri r -dw- (s,a•, Nali). (AM FLOW at Iao er sc IbL) RYE, 2 bo. (q b 110 mF., 2.5 Rx. X - X X - x UDI far Iwa sw a 0*6,, •Iisw (loam gwow so ka Asp 30 ms.) LTA•r. Td mW Odd sd low poimmm GERMAN MILLST 30 al. rlrpin. 1 m. - X - - X - waatpa awwIL Di. M raw t1111dw Mwlira/ Yell. May lw added b sm imaor Tau. ANNUAL. RYEORAS• 601b. 1 W A.. x - x x - x May b. add im saki. Ria Dawn saw r# or now Saadi. WEIMING Is ibs. s'A ®. - x - - x - w- mo" [AvBaawss IpPIN bat, dry I Oin01®Ye ■ID]IIU and acid. Inair" .a1. X" IN, dbd b ®rs KOREAN 23 AN, qqm. 1Vt X X - X X - wa sass and 63l LASPRDEW AL Talwsw aid sats, bby be sow b ¢isms. • Northern Piedmont and MdDonin ryion. Sm Pales 3.22-1 aaq 3.22-2. b Southern Piedmont wad CeaaW Plain. May be ucd as a covet crop wMh Spring wed0oy. It May be and W COW COOp W11h fall . X Maybe plalaedab"M these data. - May tat be planed between these data. DAVID M. JENSEN No. 11484 or 11;-SIONAL ENG F3NGINEFRS SURVEYORS Assoc ro..vn Hn:oN.rr rM. nus � wrslll 11 W TABLE 332-11, SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA Total Lbs. Per Acte Minimum Care Lawn - Commercial or Residential 175-200 HIS. Kentucky 31 or Turf -Type Tall Fescue 95-100% Improved Perennial Ryegrass 0.5% Kentucky Bluegrass 0-5% Intenance Lawn 200-250165. Kentucky 31 or Turf Type Tall Fescue 100% General SIW& (3:1 or itxsl Kentucky 31 Fescue 128 lbs - Red Top Grass 21bs. - Seasonal Nurse Crop ' 20 Ihs. 150 Ills Low -Maintenance Slone (5&=per than 3:1) Kentucky 31 Fescue 108 tbs. - Red Top Grass 2 tbs. - Seasonal Nurse Crop • 20 lbs. Crovmvetch •• 2011x. L50 lbs. Use seasonal nurse cop in accordance with seeding date& as stated below: February 16th through April ...................... Annual Rye May 1st through August 15th ..................... Foatail Millet August 16th through October ...................... Annual Rye November through February 15th ................... Winter Rye Substitute Sericea lespede7:a for Crownvetch east of Farmville• Va. (May through September use hulled Sericea, all other periods, use unbulled Sericea). ff Flatpea is used in lieu of Crownvetch, increase rate to 30 Iba/acre. All legume seed most be properly inoculated Weeping Lovegtass may be added to any slope or low-maimenance min during warmer seeding periods; add 10-20 lbs./acre in mnRa DESIGNED BY. PROJECT: REVISION NUMBER: CR PAVILIONS AT PANTOPS PHASE 11 6 DRAWN BY. FINAL SITE PLAN To DRAWING NUMBER: TITLE: EROSION & SEDIMENT CONTROL NOTES AND DETAILS C15 REVIEWED BY. DJlil SHEET NUMBER: WWA NUMBER: FILE NAME: SCALE: DATE: 205143.04 514304C-C15.dwg V: N%A 12/18/06 16 of 20 I 1' ", 101 • • �« � 1 1' 1•I 101 1' 1 :1 1 11 ,• . . • - `r'_i \� '' •` 1, • ,. ..1 101 ,. •' � A ��� Mill a • / /i 0 e � A- 111 , i�, �• \ • . •.P�•�� •� '. , �• �.� �V • A L. • •' '' '� �' •J-�-_-a'TL/1 ri��,%.\��'/I'' ``�C\��\'_ - .� Uzi /i ,, BMW • .. ' :�. ILwa r r 1. r���� ��) � ��i/.��ca/f��\'�� >,`I !\;��1i1i�� � �\�/ W FAI wisin"IF i RAW jIlls -LOT 54 EmITa • ��_ 1 1 1 , b TYPE "I . •. , �s�� � _• � � �r. .' •• •• •• •• •� Y• �� � �����' � 411 .. ��/�� WIN•rJ, �.. - .n �� ►riii� 1. - '� ���t�- �, V ^ �;y i i'• / �`�. E r� i II u.�t,a ���.� ��I�'�\►.1 A,�►,.b,- 1. Fr—s i E li i,��i i1 ,�r Q ,• �i � I.��; _ --I&Apm .�•+�i, lid iiai�l _ ii �. �' I,�, PAW WWI WIN MIN 9.1 , �`;�. _.� •�l�a�.ys[�-If;�i"����� .0 ��•�T�•,�� ��� � ��lt����'C: �fF�i�l �""� '��° ., ,� �.�, � • '.. •. • � � ��►► Ei� .���R�ab�:�' <1G.Ci11� Iu����� �'•".ii� n •'���'��`\%1. �,`';��-C.,- h ►�=i' L��' 1►��`'� .•' ����,y� i r 1�. • TYPE t//1. .• 52 1 1 •TYPE "C" BF=480.70 C _ ••: • • ���� • �f�i� �� .. �j,.4Z7 75 GF -479 25 W/o ax 1� �1 ►. moi �55r �rmin"���i� IN,; �`� - =.`� '��=mil/I �r►��rfL( . t. C. / I ITE PLAN WU-M-BER: SCAL! PAVILIONS -FINAL • • - - ©DRAWING �////� /11111 ®� - TITLE. 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GF.31f10 �'S7)JJ `SJ9.♦!D °U HP[ ;{- , 'y' \ 1- Z\869 �• 1'65 -� •vi F•r�j CF+St]W -319 )!1 FF.S.t Ly °u T9� �� /� / \ 9,e / �// 31 LOT- / l ,t �0{{yy � f'�� °fi�,?�'99 fli i�ss °f'S� - / 1 � ' •• _ / '`/ __ / / .' � � ooi\ i (�2O2F�Fs�` \ Jl ! / ii��,. ov- fi:iT Bi'Sio.65r • \>:s �� _� / r/ � Nr P=d :, _ / f � � TI _ , /, : i \ \ \ 1 4i�Ov V\c`S 4C�`� \\ \E.,_ 1 � / '�..,.., / / \ \\� 1 1 I 1 :y ' ,s� i , r 8 / 7 _ , •- �, �� 11 g1 �' Q O(12E4''QO \/ � \ // / \ �\\ \ I 1 \\ i y 'I p -� 1 m� ,-- 7LR YlW b' 1 . f .i`S:' / I I"..t ,... J�� : \ //' , '/ • / / / w *0 0ibs %ss Gvs�em?T � x �.� , ti9 -iF \6--BF�� �F a- a5T].OS � �T• __ V. _- / - , WO 5 313.0 _ GF ♦ - --" -_- JSE ` / � , � \ \, i \ e `► ` \\\\\ \ ` _ \ `Q'T �. WO 5?59B` ff•5\8.36 Bf� _ BF.`-3�is\'}j^^ 8. Gf. Is•_ �� � _ __ _ _ , Gf• sae _ � _^ 7 �?ii� s .p s "'-''}+��- 7.�7" `� :5 _ � �. / � �-j/ � r � \ ` \ ` \ l T � \ l0Y\ 2 ` WO n'?Ei96` ff-5\6. ie ��--__ __ ___ �f. _ ,` ,- �' �_ i� w0 PE �f- i+- � / 1 `�♦�/ / / i , ,\ \ Gi.SGf•5o'\\L32 O ♦\21 ii. \ w \ \v)OTG .Sb - al0- _e 1- 1 -^ - YFl =_--- fiaJ6.E3� 0¢i���ii % `-I'_• / /i^. -OaeEo WL ,� \\ : \�,\ \ \ �\ \ y.o>A A\ws �-`-c y�.� - �_-- -- �-•- Ex\ 4 W. \ s -�__ ��` ��ro_ i' �` /�--- y ^^^ ___ III I , s -7 LANDSCAPE CALCULATIONS cCMii emx ErcDSWoni �inm xsl I \. '---- ]---- a11;' ^ o \ gx / \ , I vE Bo I c - T2 Rauns wp2 .o CV111ECIlID ro / x. 2.• RCP \ e \r GLCS APPLY TO PHASE W WEST a, �, ' / / 1 Ny sr I arER ww. F[Ru9E91 CCNMECTps ro _ - , a . _ _ _`\ PINSE I AREA = 31.69 AC. (B9 OTHERS) If KT�r r •\ r. a • / ^ • ,/ FENYRfo Wk N1 WIF Y1ER W.s ( \ -/ _ _- •'• �. ^ \ } * \♦ I` �] / 1 TOTAL CANOPY REQUIRED = 6.34 AC. QL 1R R i W nWECRD"Kll i M YRKE. / - I "- / / I 1� ` TOTAL CANOPY PROVIDED = 7.13 AC. bCtiC l -- sa �DEwka ,ma - 9[n 12. • .. •�`A =` '-� - EXCESS CANOPY - 0.79 AC. it TOTALCANOPY REWIRED .71 TO020 X 5.71 AC. = 1.14 AC. EXCESS CANOPY PHASE I = 0.79 m\� // '/,(/ �' I 1 = v \ 1 / 1 �`♦ \ \ \ /' \ /k t/ / ,'/�/.'' _ - TOTAL CANOPY REQUIRED PHASE 1 WEST = 1.14 AC. - 0.79 AC. = 0.35 AC OR / / />�s \ \ -i`\ i / / r `\ ` •:\•\ �-vk 15,246 S.F. i / -- TOTAL CANOPY PROVIDED F44lSE 6 WEST = 49.837 S.F. i;; \ f�5 1/ '�___ '"\' � 'T '`� / 4=' i _-- _____.-' ' ,/ � � \ \ ., ,/\ r x\ •1' � ( i / /i/ i i r//ri`p�"��' PAAKMNG LOT LANDSCAPING REWNtED v / ` / / 1 1 -\ �•� \ i \ \ I1I\ • 1 / •/ -\// /// � I I l / / /iii,//�/Cr(''//� ///' i ,:r/',/• '^`\'� `♦ 12 SURFACE PARKING SPACES/1 0 = 1 TREES RE QUIRED M ___ -.PARIQNG LOT AREA = 1878 S.F. 49 PARfLOT LANDSCAPING REWN2FD=0.05 X 1878 S.F. 93.9 S.F. 0 50 S.F./1RE=2 PARKWG LOT LANDSCAPING PROVIDED = 6- !� JDA ----------- DESM.NED BY: PROJECT.• REVISION NUMBER: 1 ADDRESS COUNTY OF ALBEMARLAMAAND ♦DOT COMMENTS CR 3/8/07 a° T" °F /� IF THIS ORAWNC 5 A REDUCTION GRMHIC CR PAVILIONS AT PANTOPS PHASE 11 T ADDRESS COUNTY OF ALBEAMRLE ACSA RWSA AND ♦DOT COMM. CR 5/15/07 L7 3 CLIENT DIRECTED CHANCES / ADDRESS VDOT COMMENTS CR 8/4/07 $i SCALE MUST BE USED DRAwN BY. FINAL SITE PLAN 4 CUENT DIRECTED CFMNOES / ADDRESS ALBE/IARLE COUNTY CDIMIFNiS CR 9/12/07 DAVID u. JENSEN > SCALE: 1• SpE Arg To TITLE: DRAWING NUMBER: REWEWED 13Y: LANDSCAPE PLAN (WEST) C 18 S SHIFTED L075 15-11 CR 10/5/07 No. It484 a1 .o a: 6 ADDRESS COUNTY OF ALBEINRLf COMMENTS DT 1/11/08 hoc �Jl SHEET NUMBER. p6rYlf lalhrri�fir 7 ADDRESS RW t SA t0111�NT5 Di 2/12/08 �s3/ONAL ENG\� 0 "a. w.�`.waAXIW WWA NUMBER: FILE NAME: SCALE: DATE: 205143.04 514304C-C18.dwg v N'� ° 12/18/06 19 of 20 U 0 1 ADDRESS COUNTY OF ALBEMARLE. ACSA, AND VDOT COMMENTS CR 1 3/8/07 TITLE E&S / SWM DRAINAGE AREAS BY OTHERS (FOR INFORMATION ONLY) C19 ?EYSWD By., Dim 2 ADDRESS COUNTY OF ALBEMARLE ACSA. RWSA AND VDOT COMM. CR 5/15/07 DATE: 12/18/06 1 20 of 20 z 3 CLIENT DIRECTED CHANGES / ADDRESS VDOT COMMENTS CR 6/4/07 4 CLIENT DIRECTED OiANCES / ADDRESS ALBEMARLE COUMY COWlam CR 9/12/07 0 6 ADDRESS COUNTY OF N.BEAWILE COMMENTS DT 1/11/08 0 N ,2H All M No. I IF THIS DRWNG 5 A REDUCTION GRAPHIC SCALE MUST BE USED 2 9 SCALE: 1' = 200' 2" 200' 0 100' InURVEEERS S11RVBYDRs PLANN Assocr s ?0�410 WO�Mrl1r y�i�YA NfYI or.—rr4ax As tlt11{I1�1 I�� IXIMIIY 10 POST DEVELOPED DRAINAGE AREAS - - - - - - PRE DEVELOPED DRAINAGE AREA E&S SEDIMENT BASIN AREA FOR INFORMATION PURPOSES ONLY � S WV )ESIGNEB BY: CR PROJECT: PAVILIONS AT PANTOPS PHASE II FINAL SITE PLAN REVISION NUMBER: 6 )RAWN BY. To DRAWING NUMBER: TITLE E&S / SWM DRAINAGE AREAS BY OTHERS (FOR INFORMATION ONLY) C19 ?EYSWD By., Dim SHEET NUMBER WWA NUMBER: 205143.04 FILE NAME: 514304C-C19.dwg SCALE: V. N/A200 DATE: 12/18/06 1 20 of 20