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Home My WebLink AboutSDP200900062 Plan - Approved 2010-01-12PRELIMINARY SITE PLAN FOR FREE BRIDGE OFFICE TAX MAP 78 PARCEL 11 &TAX MAP 78 PARCEL 576 RIVANNA DISTRICT, ALBEMARLE COUNTY, VIRGINIA TMP 78-IOA I Vassalos LLC DB 2224-256 Zoned: HC -EC Use: Restaurant I SITE TMP 78-57B Free Bridge Auto Sales DB 1965-32 Zoned- HC -EC Use: AutomoWe Dealership TMP 78-9A Sandav, LLC DD 338-604 Zoned HC -EC Use: Automobile Dealershi7 Lot B A Portion of TMP 78-11 0.7(2 Acres E 2gp501y'�'ubltic R6= �S 69'0�p6 45' Pg659,5 DB --- IS I / CURRENT DEVELOPMENT PLANNER CURRENT DEVELOPMENT ENGINEER ALBEMARLE COUNTY SERVICE AUTHORITY FIRE OFFICIAL ARCHITECTURAL REVIEW BOARD BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORATION C1 -COVER SHEET C2 - GENERAL NOTES, ABBREVIATIONS AND LEGEND C3 - EXISTING CONDITIONS, DEMO AND LAYOUT PLANS C4 - GRADING AND UTILITIES PLANS S-fg#' Reviewcof�� Iz/6/ail em Rek—naRt,ZIA Reviewed and Approved by the Comm nit Dev opment Department Date_ 2 File# Signature NEAL N. WRIGHT Lic. No. 22402 m a 0 E a 42 rn �Nry d � a`i onario Damm 0« O F-� w .E z � z � o 0W � NEAL N. WRIGHT Lic. No. 22402 m a 0 E a 42 DDR PROJECT NO: INDEX TITLE: CI SHEET NO: 1 OF 4 DATE: 07.24.09 O F-� w z � z � o � w W W r4 5 w CD Z w E— U � W Ix W � Q w z w :e__ W Cl W W a Ix W DDR PROJECT NO: INDEX TITLE: CI SHEET NO: 1 OF 4 DATE: 07.24.09 SITE DATA & GENERAL NOTES POST -DEVELOPMENT (SF) ABBREVIATIONS BUILDING(S) 0 O% LEGEND 112% PAVED (0.05 AC) 2,207 (PER OLYMPIA RD RP) 4.9% (0.99 21,748 4&0% OPEN TOTAL AC1 43,095 95.1% 45.302 IOD% 17.576 45.302 3B.8% 100% TOTAL IMPERMOUS 4JRFA F : PRE DEVELOPMENT: 4.9% GP GUY POLE UP POST DEVELOPMENT: 61.2E SITE DATA GENERAL UTILITY NOTES GENERAL EXIST NEW DESCRIPTION EXIST UT NEW DESCRIPTION SER` 1, CONTACT MISS UTILITY AT 1(800)552-7001 49 HOURS PRIOR TO ANY GRADING OR DIGGING TO HAVE UNDERGROUND UTILITIES MARKED. THE ABAN ABANDON(ED) IF IRON FOUND EC -3 TYPE B ---- PROPERTY UNE WATER METER x 12' TC TOP OF CURB ELEVATION HURT INVESTMENT COMPANY CONTRACTOR SHALL VERIFY ALL UTIUTY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN WATER VALVE -------- SANITARY EASEMENT P.O. BOX 8147 SATISFACTION. ADJ ADJUST IS IRON SET - - ---- ADJACENT PROPERTY UNE x i8'3^., x 12' BC BOTTOM OF CURB ELEVATION CHARLOTTESVIUE VA 22906 2. THE LOCATIONS, SIZES, AND TYPES OF EXISTING URUTIES HAVE BEEN TAKEN FROM AVAILABLE RECORDS AND ARE SHOWN AS AN APPROJOMATE APRX APPROXIMATE LOD UNIT OF DISTURBANCE----- VACATED PROPERTY UNE :.5'FL ------- ----- REPRESENTATION ONLY. THE OWNER OR IT'S REPRESENTATIVE(S) HAVE NOT INDEPENDENTLY VERIFIED THIS INFORMATIONS AS SHOWN ON THE VTDAPTn]D'Qrnm➢nTNATFnNT3FO1)nNMTATE TTTr,M ---- ------ -- STORM DRAINAGE EASEMENT x z 12' FL FLOW UNE ELEVATION CONTRACT PURCHASER: PUNS THE UTIUTY INFORMATION SHOWN DOES NOT GUARANTEE THE ACTUAL EXISTENCE, SERVICEABIUTY, OR OTHER DATA CONCERNING THE BFC BOTTOM FACE CURB LF LINEAR FEET FREEBRIDCE AUTO UTIUTES, NOR DOES IT GUARANTEE AGAINST THE POSSBILTY THAT ADDITIONAL UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN ON THE PUNS ❑ BUILDING SETBACK s 15' E(:r x 12' EOP EDGE OF PAVEMENT ELEVATION 1400 RICHMOND ROAD PRIOR TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS. SIZES, BFE BASEMENT FLOOR ELEVATION LT LEFT AND EEVATIONS OF THE POINTS OF CONNECTIONS TO DOSTING UTILITIES AND, SHALL CONFIRM THAT THERE ARE NO INTERFERENCES WITH DOSING- p PARKING SETBACK z +. CO x 125 SPOT ELEVATION CHARLOTTESVILLE, VA 22911 UTIUTIES AND THE PROPOSED UTIUTY ROUTES, INCLUDING ROUTES WITHIN THE PUBUC RIGHTS OF WAY, BM BENCHMARK 434-979-2886 1 WHERE EXISTING UTILITY FEND TO CONFlD, T WITH THE PROPOSED WORK, ONC CONDITIONS FROM MDS SHOWN SUCH THAT MAX MAXIMUM ZONING UNE x 'cs' ELY z 10TW TOP OF WALL ELEVATION CANNOT PL ALL THE WON( CANNOT BE COMPLETED AS INTENDED, THE LOCATION, ELEVATION, AND SIZE O THE UTILITY SHALL BE ACCURATELY DETERMINED D ZE BC BUILDING CORNER MIN MINIMUM DEVELOPER: WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED IN WRITING TO THE OWNER'S REPRESENTATIVE FOR THE RESOLUTION O s `#%'mx x 12'BW BOTTOM OF WALL ELEVATION FREEBRIDGE AUTO THE CDNfUCT AND CONTRACTORS FAILURE TO NOTIFY PRIOR TO PERFORMING ADDITEAL WORN RELEASES OWNER FROM OBUGATONS FOR BOW BOTTOM OF WALL MON MONUMENT CONCRETE _^ UNITS OF DISTURBANCE 14DO RICHMOND ROAD ADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICT. 61 TEST PIT LOCATION/BORING LOCATION BS BOTTOM OF SLOPE NTS NOT TO SCALE FLOODPLAIN LIMIT CHARLOTTESVILLE VA 22911 4. AL HYDRANT LOCATIONS TO BE APPROVED BY THE ALBEMARLE COUNTY FIRE MARSHALL PRIOR TO FINAL APPROVAL BY THE COUNTY AND ARE TO 434-979-2886 SE NSTAUED ACCORDING TO ACSA STANDARDS CC12 ACCESSIBLE CURB RAMP PRVD PROVIDED -® UNDISTURBED BUFFER ZONE BENCHMARK LEGAL REFERENCE, TAX MAP 7$ PARCEL 11: DEED BOOK 21160 k PAGE NUMBER 231 S RM ELEVATIONS FOR DRAIN AND SEWER MANHOLES. WATER VALVE COVERS, GAS GATES. BECIRIC AND TELEPHONE PULL BOXES. AND MANHOLES, CF CUBIC FEET R RADIUS • IRON FOUND AND OTHER SUCH ITEMS. ARE APPROXIMATE AND SHALL BE SET/RESET AS FOLLOWS: TAX MAP 78. PARCEL 5713: DEED BOO( 1965 k PAGE NUMBER 32 CL CHAIN LANK REDD REQUIRED - __ - - - EDGE OF GRAVEL -¢ IRON SET A IMPERVIOUS SURFACES FLUSH MAGISTERIAL DISTRICT, RIVANNA B PERVIOUS SURFACE AREAS ONE INCH ABOVE SURROUNDING AREA AND TAPER EARTH TO THE RIM ELEVATION. CORD CONCRETE-- --- EDGE OF PAVEMENT RT RIGHT va .- - �^ - UNOERDRAIN SOURCE O BOUNDARY SURVEN OCTOBER 4, 2007 SUBDIVISOM AND BOUNDARY ADJUSTMENT PLAT PREPARED BY DOMINION 6. ALL BUSTING REQUIREMENTS TO INSTALL UTIUTIES SHALL REQUIRE A PERMIT AND SHALL BE PERFORMED N ACCORDANCE WITR THE MBEIARTE DEVELOPMENT RESOURCES, LLC AND AUGUST 22, 2007 BOUNDARY ADJUSTMENT AND RIGHT-OF-WAY DEDICATION PUT PREPARED BY COUNTY STANDARDS AND THE PROJECT SPECIFICATIONS CY CUBIC YARDS R/W RIGHT OF WAY "_-'=-'=_= - - - - - ROLL TOP ---*�---•--^ STORM SEWER DOMINION DEVELOPMENT RESOURCES, LLC IN APPROVAL PROCESS. 7. ALLDRAWACE STRUCTURE INTERIOR DIAMETERS SHALL BE DETERMINED BY THE MANUFACTURER BASO ON THE PIPE CONFIGURATIONS SHOWN ON C/C CENTER TO CENTER SE SPOT ELEVATION �° R, CO -2 STANDARD B' CURB - ae ......-..... ROOF DRAIN THEE: PLANS AND LOCAL MUNICIPAL STANDARDS THE MINIMUM MANHOLE DIAMETER SHALL BE 4 FEET. -xP - SOURCE OF TOPOGRAPHY: ORIGINAL FLOWN TOPOGRAPHY PROVIDED BY LOUISA AERIAL SURVEYS DATE: JANUARY 4, 2007. & ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT SPEOFMATIONS SECTION 302 AND SECTION 232 AND AS SPECIFIED ON DIA DIAMETER SO SQUARE CC' -3 ::::_:--,,:::.:::-.:�. CG -3 STANDARD 4' CURB a' _ O -s _ SEWER UNE MODIFICATIONS TO BAS TOPOGRAPHY AS PER PAVILIONS SITE FUN, ROLKIN ROAD PLANS, OLYMPIA DRIVE PIANS, WHITE HWS THE DRAWINGS COMMERCIAL AND CARMAX AS -BUILT PLANS USGS DATUM 01/04/07_ DC DECK CORNER STA STATION N-6 -.,yam=:.= CO -6 COMBINATION 6' CURB k GUTTER ..� TRENCH DRAIN 9. THE CONTRACTOR REQUIRED TO PERFORM ALL TESTS REWIRED BY THE COUNTY OR ALBEMARLE COUNTY SERVICE ALITRDIErr TO SECURE THIS PROPERTY IS LOCATED IN ZONE X AS SHOWN ON FEDERAL (EMERGENCY MANAGEMENT AGENCY. ACCEPTANCE O ALL UTILITIES L OW DRIVEWAY SW SIDEWALK �'....; "." - ' CG -7 COMBINATION 4 GARB k CUTLER -^"• ----- - 6-. - WATERLINE -FLOOD INSURANCE RATE MAP NUMBER:207D, DATED: FEBRUARY 4, 2007. 10 ALL CONCRETE USED IN UTIUTY CONSTRUCTION SHALL BE 4DID PS CONCRETE IN ACCORDANCE WITH VOOT SPECIFICATION SECTION 217. EC EDGE OF CONCRETE TBA TO BE ABANDONED ,Ane. .eO BUILDING ENTRANCE FIRE PROTECTION UNE 11. NO PUNTINGS OR ERECTION OF OTHER OBSTRUCTIONS SHALL BE MADE WTHIN FOUR FEET O ANY FIRE HYDRANT. EP EDGE OF PAVEMENT TBC TOP BACK CURB THIS PROPERTY DOES NOT UE WITHIN A DRINKING WATERSHED. � w LOADING DOC( - vs -- - xs - WATER SERVICE LINE 12. ILL UTILITIES TO BE PLACID UNDER EXISTING COUNTY STREETS MUST BE BORED OR JACKED UNLESS SPECIFICALLY APPROVED OTHERWISE OR ES ENO SECTION IBR TO BE REMOVED 4LO BENCIMARK(S): EXISTING STORM SEWER MANHOLE TOP EX -7 ON ROUEN ROAD . 45149' ROTO ON THE PLANS BOLLARD ----- e c GAS UNE WATER SERO: 8' ACSA WAlERI1NE UNDER CONSTRUCTION ALONG OLYMPIA DRIVE, 13. WATER METERS SHALL BE LOCATED IN AN ACCESSIBLE LOCATION AND SHALL NOT BE INSTALLED UNDER EXISTING PIPING CLOS m OTHER EXIST EXISTING TC TOP OF CURB FACILITIES. FC FENCE CORNER TRAP TO REMAIN .....-o-._. -� SIGN - t»v-_.. - R,H- OVERHEAD ELECTRIC LURE SEWER SERMCE. EXISTING ACSA 8' SANITARY SEWER ON ADJACENT STE (NIA AUTD). 14. FOR UTIUTIES INSTALLED UNDER ROADWAYS AND/OR EASEMENTS PUNNED FOR FUTURE ROADWAYS, BACKFILL SHALL BE COMPACTED TO ....._s;T. ,......_. -ua- UNDERGROUND ELECTRIC ROT LESS THAN 95% O MAXIMUM DENS", IN ACCORDANCE WITH VDOT SPECFIGTIOMS SECTIONS 52103, 302, 303.10, AND 200.02 PER P.F.M. FL FENCE UNE TOW TOP OF WALL .�'....-. r r STEEL GUARDRAIL ZONING' THIS PROPERTY IS ZONED HC -EC (HIGHWAY COMMERCIAL k ENTRANCE CORRIDOR) -RPT - OVERHEAD TELEPHONE UNE 15. CONTRACTOR IS TO VERIFY THAT ALL UTIUTIES 1.11, WATER, SEWER, GAS, ELECTRIC, TELEPHONE, CABLE, ETC, ARE IN PUCE PRIOR TO FFE FINISHED FLOOR ELEVATION TS TOP OF SLOPE THIS PROPERTY IS SUBJECT TO ARCHITECTURAL RENEW BOARD APPROVAL CONSTRUCTION OF SIIRBASE AND/OR PAVNG ------- fl WOOD GUARDRAIL FT FUEL TANK lYP TYPICAL , - UNDERGROUND TELEPHONE UNE 18. NES PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PIAN SHALL BE IN ACCORDANCE WITH THE CURRENT APPROVED ADJACENT TO PUBLIC ROAD: ALBEIINRLE COUNTY SERVICE AUTHORITYS GENERAL WATER AND SMER CONSTRUCTION SPECIFICATION% ANY AMENDMENTS THEREOF AND THE GE GROUND ELEVATION WET WETLANDS ....... ._. _ _ PATH -----crry ------ -urv- CABLE TV BUILDING - 30' STANDARDS AND SPECFlCATONS O VDOT. PARKING - 10' 17. ALL WATERUNES AND SANITARY SEWERUNES SHALL MAINTAIN A 10 FOOT HORIZONTAL SEPARATION OR WHEN CROSSING 18' VERTICAL CLEARANCE CR GUARDRAIL OUSE WATER SURFACE EDGE --- -- - TREE UNE O DRAIN INLET (0) ADJACENT TO RESDENTIA: (OUTSIDE EDGE OF PIPE TO G TSDE EDGE OF PIPE) IN ACCORDANCE TO VIRGINIA HEALTH DEPARTMENT STANDARDS -"`" --' " � ;x°„^ ® STORM/SANITARY MANHOLE UTILITY BUILDING - 50' 18. PROPOSED UNDERGROUND UTIUTIES SUCH AS ELECTRIC. TELEPHONE CABLE. AND GAS WHICH SERVE THIS FACIUTY SHALL BE LOCATED WITH A PARKING - 20' MINIMUM 5 FOOT SEPARATION FROM PUBLIC WAIERYAWS AND SANITARY SEWER. ARV AIR RELEASE V/ALIVE LP LIGHT POLE ^"7.ZT.".-^"' BLOCK WALL _.. PLUG OR STUB ADJACENT TO COMMERCIAL CAL POWER BE DERIVED FROM BUILDING ELECTRICAL PANELS TO GENERAL SITE LIGHTING IN ACCORDANCE WITH NATIONAL ELECTRIC 19. ELECTRICAL ST BOA BLOW OFF ASSEMBLY MH MANHOLE - RETAINING WALL �_/ �/ HEADWALL BUILDING - NONE COLE PANNING - NEE 2C. AL. PIPES SHORN AS ROP ON PLANS SHALL BE REINFORCED CONCRETE PIPE COMFORYINC TO ASN C-76, UNLESS INDICATED OTHERWISE ON CO CLEANOUT MHD MANHOLE (DRAINAGE)-- STREAM /WATER COURSE VOC SEWER CLEANOUT RESIDENTIAL BUFFER ZEE - 20' PEWS CPO TELEVISION PEDESTAL MHE MANHOLE (ELECTRIC) --- POND ° ® WATER VALVE & BOX u4n W BUILDING M HEIGHT, 21. ALL CONDENSATE DRAM AND OTHER PLUMBING CONNECTIONS ARE 1D BE INSTALLED ACCORDING TO SOCA NATIONAL PLUMBING CODE. 2 -STORY OFFICE 35' 22 ELUTING MANHOLE FRAMES AND COVERS AND VALVE BOXES AND COVERS TO REMAIN SHALL BE ADJUSTED OR RECONSTRUCTED, AS NECESSARY, CAN CABLE IELEMSI9ON MHS MANHOLE (SEWER) ----- X12--- - 12 - INTERVAL CONTOUR Y FIRE HYDRANT DENSITY:ID N/A MATCH FINISHED GRADES CMP CORREGATED AMETAL PIPE MHE (UTILITY) MANHOLE EDU ___ ;-,,__.._ - 00 - INDEX CONTOUR �` ® WATER METER GENERAL CONSTRUCTION NOTES ART ONE ) DFC ORAINFlFID CORRNER SDEWAU� >iIDEWAI,S($j;. fi' CONCRETE ADJACENT 70 PARKING OHE OVERHEAD ELECTRIC AT PARKING COUNT OI WATER WELL 5' ELSEWHERE 1. PROR TO ANY CONSTRUCTION WITHIN ANY EOSTING PUBUC RIGHT-OF-WAY, INCLUDING CONNECTION! TO ANY E%1STING ROAD, A PERMIT SHALL BE DI DROP INLET OBTAINED FROM THE VIRGINIA DEPARTMENT O 1RAN9'DRTATIOM (RIOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OHT OVERHEAD TELEPHONE ,,,,, CROSSWALK �' �" GAS VALVE DUMPSIER PAD: IVX1B' (TYPICAL) O THE PERMIT. WHERE ANY DISCREPANCIES OCCUR ME REQUIREMENTS OF THE PERMIT SHALL GOVERN. DIP DUCTILE IRON FPIPE 2 AL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VOOT UNLESS OTHERWISE NOTED. PP POKER POE ,i !/ HANDICAP ACCESSIBLE AISLE c o GAS METER CURRENT USE VACANT ET ELECTRIC lAAN15FORMER PVC POLYVINYL CHLORIDE 1 B090N AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WAIN THE APPROVED EROSION CONTROL PLAN AND SHALL BE --- - ® CG -12 40--m LIGHT POLE PROPOSED USE DACE INSTALLEDPRIOR TO ANY CLEARING GRADING OR OTHER CONSTRUCTION. EW END WALL RCP REINFORCED CONCRETE PIPE - (❑. HANDICAP PARKING ❑ TRANSFORMER PAD MA%NUM A O EMPLOYEES 38 (ESTIMATED) 4 SLOPES PES AND DISTURBED AREAS ARE TO BE FERTILIZED. SEEDED AND MULCHED, FRE FIRE. HYDRANT SAN SANITARY y (� VAN -ACCESSIBLE HANDICAP PARKING -�- UTILITY POLE 5. 111E MAXIMUM ALLOWABLE SLOPE IS 21 (HORIZONTAL VERTICALS WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO SE FM FORCE MAN va; F ACHIEVED SCC STORNWATER CONVEYANCE CHANNEL VAN PANNING TABULATOR: /= PARKING REWIRED: 17.0OD S (GROSS) COMMERCIAL OFFICE 0.8 200 48 SPACES 8. PAVEEMED ED, RP -RAP OR STABILIZATION MAT UNED DITCH MAY BE REWIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT 15 FO FIBER OPTICTOP TOP ELEVATION _ ,,.... CONCRETE PAVEMENT /SIDEWALK GUY POLE DNECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL CHANNEL FT FUEL TANK" MATCHUNE PARKING PROVIDED: 53 (INCLUDES HC SPACES) TR TELEPHONE POLE Wi-, K-. ,_- RIPRAP 3 HANDICAPPED SPACES 7. ALL TRAFFIC CONTROL SGNS SIAL CONFORM WTH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (L GAS UNE ....... 1 LOADING SPACES & UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -OASIS U. TPO TELEPHONE PEDESTAL NEW ASPHALT 1 DUMPSTER PADS GM GAS METER TSV TAPPING SLEEVE k VALVE LAND SCHEDULE PRE -DEVELOPMENT (SF) % POST -DEVELOPMENT (SF) % BUILDING(S) 0 O% 5,978 112% PAVED (0.05 AC) 2,207 (PER OLYMPIA RD RP) 4.9% (0.99 21,748 4&0% OPEN TOTAL AC1 43,095 95.1% 45.302 IOD% 17.576 45.302 3B.8% 100% TOTAL IMPERMOUS 4JRFA F : PRE DEVELOPMENT: 4.9% GP GUY POLE UP POST DEVELOPMENT: 61.2E GENERAL WATER & SEWER CONDITIONS I. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE UNE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR STALL ON HIS OWN IMITATIVE LOCATE ALL UNDERGROUND UNES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING 'MISS UTILITY (1-800-552-7CO1). 6. ALL WATER AND SEWER PIPES STALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERUNE OF PIPE THIS INCLUDES ALL FIRE HYDRANT UNE$ SERVICE LATERALS AND WATER UNE$ ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. B. VALVES ON DEADEND LINES SHALL BE ROWED 70 PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE UNE. 8. ALL DICAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CDNTRUCTIOM INDUSTRY (29 CFR PART mm2 GENERAL CONSTRUCTION NOTES (PART TWO) 1. WORK WTHIN THE LOCAL RIOTS -OF -WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK "THIN STATE RIGHTS-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECFlCATIONS FOR HIGHWAYS AND BADGES 2.USE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES; USE FlLL AND BACKFILL MATERIAL UNDER PARKING AREAS. ROADS. SIDEWALKS AND OTHER CONCRETE AND PAVED SURFACES USE COMMON PILL MATERIAL FOR GENERAL STE GRADING. PLACE MATERIAL IN 5' UFTS. 3.COMPACT LAYERS OF FILL TO 95 PERCENT BY MODIFIED PROCTOR METHOD PER ASN D 1557 BENEATH AND "THIN 15 FEET OF BUILDINGS AND BY STANDARD PROCTOR METHOD PER ASTM 0 698 BENEATH AND WTHIN DETENTION POND EMBANKMENTS. PAVEMENTS, WALKS, AND ROAD SHOULDERS, INCLUDING AREAS THAT MAY BE USED FOR FUTURE CONSTRUCTION. IN OTHER UNPAVED AREAS, COMPACT 90 PERCENT BY STANDAR PROCTOR METHOD PER ASN D 69& IF THE DENSITY OF THE ADJACENT SOL IS MORE THAN THE DORSEY SPEDFIED, THEN COMPACT TO A DENSITY NOT LESS THAN THE DENSITY OF THE ADJACENT SOL 4. AREAS ON WHICH FILL IS TO BE PLACED SHALL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL SOL MATERIALS SHALL BE FREE OF DEBRIS, ROOTS, WOOD, SOUP MATEAIAI° VEGETATION, REUSE, SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR OBECTIEAL MATERALS THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE-HALF THE UFT THICKNESS COMMON FILL MATERIAL SHALL BE UNCLASSIFIED SGL MATRON WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTENDED LOCATION. BACKFILL AND FILL MATERIAL ASTM D 2487. CLASSIFlCATIE GW, O, ON, GG SW, SP, SM, SC WITH A MAXIMUM ASTM D 4318 UQUID UNIT OF 3$ MAXIMUM ASTM D 4318 PLASTICITY INDEX OF 12. AND MAXIMUM OF 25 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SEVE. SELECT MATERIAL (SIM D 2487, CASSWICATON GW, GP, SW, SP WITH A MAOMUM OF 10 PERCENT BY WEIGHT PASSING ASN D 1140, NO 200 SIEVE. 5.AL FLASHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS LQJT AND PATCH WORK IN DUSTING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH MOT AND ALBEMARLE COUNTY STANDARDS AMI SEEOFlCATONS. 7.ALL EXISTING CURB AND GUTTER ALONG THE FRONTAGE OF THIS STE IN POOR CONDITION OR DAMAGED DURING CONSTRUCTION SHALL BE REMOVED AND REPLACED TO THE STANDARDS AND SPECIFICATIONS OF ALBEMARLE COUNTY. 8.N THE EVENT THAT SUSPECTED CONTAMINATED SOIL GROUNDWATER, AND OTHER MEDIA ARE ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVATES BASED ON VISUAL, OLFACTORY, OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE MONITY OF THE SUSPECT MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL AND SHALL NOTIFY THE OWNER IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. 1. ACOSSBLE ROUTES. PARKING SPACES, RAMPS, SIDEWALKS AND WALKWAYS SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE FEDERAL AMERICANS WITH DISABETIES ACT AND WITH STATE AND LOCAL LAWS AND REGULATIONS (WHICHEVER ARE MORE SIRINGENT� 1 ALL STAIRS NTH THREE OR MORE RISERS ARE TO HAVE HANDRAILS ON BOTH SOES 3. SIDEWALKS ADJACENT TO PARKING SHALL HAVE A MINIMUM WIDTH OF 6 FEET. 4. TO THE BEST OF OUR BELIEF AND KNOWLEDGE, THERE ARE NO KNOWN GRAVE SIM ON THE SUBJECT PROPERTY. 5. PLANTINGS WILL BE PROVIDED WITH MINOR ADJUSTMENTS IN THE FIELD TO ELIMINATE CONFLICTS INTI OTHER STRUCTURAL FEATURES. 6, ALL RETAINING WALLS GREATER THAN FOUR FEET IN HEIGHT SHALL HAVE SAFETY PROTECTION ON TO. 1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCnON OF TIES PLANS 2. ANY TIME WORK IS PERFORMED OFF-STE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO TE NATNRE O PROPOSED WORT( AND TO FOLLOW ANY GUDIfUNES OR STANDARDS "HIGH ARE ASSOCIATED NTH OR REFERENCED IN THE RECORDED EASEMENT. 1 THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS. LETTERS OF PERMISSION, ETC, ARE RECORDED/OBTAINED PRIOR TO THE START OF ANY CONSTRUCTION. 4. CONTRACTOR TO VERITY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFUCTS EXISTS, CONTACT ENGINEER FOR CUI9RCATRON AND/OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHAT BE DONE AT HIS/HER OWN RISK. 5. THE CONTRACTOR L9 TO VERIFY THAT THE RELOCATION OF ALL EXISTING UTUTIES IN COMMUCT WITH PROPOSED WORK HAS BEEN COMPLETED INCLUDING UTIUTY POLE'S & CONTRACTOR SHALL COMPLY WTH FENDING AND TREE PRESERVATION SIGNAGE REQUIRED BY ALBEMARLE COUNTY CODE 7. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PIANS, SPECIFICATIONS. AND DATA FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE NTH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE SUPPLED AS PART OF THE CONTRACT DOCUMENTS & CONTRACTOR SHALL COMPLY NTH ALL WETLAND PERMIT REOUR EMENTS, IF A PERMIT EXISTS. NOTES: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOYN. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. 3. REFER TO LANDSCAPE SHEET FOR ADDITIONAL SYMBOLS. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT UMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS. TRAFFIC SIGNALS & POLES, ETC. AS REWIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BAS BID. 10. CONTRACTOR SHALL CONTROL STONWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES F ANY, AT NO COST TO OWNER. 11. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WTHIN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP), GENERAL CONSTRUCTION PERMIT (GCP) PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION (OCR) UNDER THE JURISDICTION OF THE EPA. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL FILE A GOP NOTICE OF INTENT WTH THE DOR AND PREPARE A STORMWATER PREVENTION PLAN IN ACCORDANCE WITH THE VSMP REGULATIONS 17. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECFlCATIONS 11 CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION AUMTIES SHALL BE IN ACCORDANCE WTH OSHA STANDARDS AND LOCAL REQUIREMENTS 14. CONTRACTOR SHALL DISPOSE OF DEMOUTION DEBRIS IN ACCORDANCE WIN APPUCABLE FEDERAL, STATE AND LOCAL REGULATIONS, ORDINANCES AND STATUTES 15, DOSTING UTIUTIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL, STATE AND INDIVIDUAL UTILITY COMPANY STANDARDS SPECIFICATIONS, AND DETAILS THE CONTRACTOR SHALL COORDINATE UTIUTY SERVICE DISCONNECTS WITH THE UTIUTY REPRESENTATIVES _ se� C na��j 4jp_K O W t o° c V• 'WG 5'N"'TR OF D! �C i Z NEAL N. WRIGHT ' Lic. No. 22402 'm w w Y U e ui GRASS GT GREASE TRAPO UE UNDERGOUNO ELECTRIC EC -2 BLANKET MATTING GP GUY POLE UP UTILITY POLE EC -3 TYPE A GW GUY WIRE UT UNDERGROUND TELEPHONE GV GATE VALVE WL WATER UNE EC -3 TYPE B HDPE HIGH DENSITY POLYETHYLENE WM WATER METER {:., w,::❑. - WETLAND INV INVERT WV WATER VALVE -------- SANITARY EASEMENT --------- ---- --- GRADING EASEMENT ---- -- DRAINAGE EASEMENT ---- --- UTILITY EASEMENT WATER EASEMENT ------- ----- ACCESS EASEMENT VTDAPTn]D'Qrnm➢nTNATFnNT3FO1)nNMTATE TTTr,M ---- ------ -- STORM DRAINAGE EASEMENT 1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCnON OF TIES PLANS 2. ANY TIME WORK IS PERFORMED OFF-STE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO TE NATNRE O PROPOSED WORT( AND TO FOLLOW ANY GUDIfUNES OR STANDARDS "HIGH ARE ASSOCIATED NTH OR REFERENCED IN THE RECORDED EASEMENT. 1 THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS. LETTERS OF PERMISSION, ETC, ARE RECORDED/OBTAINED PRIOR TO THE START OF ANY CONSTRUCTION. 4. CONTRACTOR TO VERITY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFUCTS EXISTS, CONTACT ENGINEER FOR CUI9RCATRON AND/OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHAT BE DONE AT HIS/HER OWN RISK. 5. THE CONTRACTOR L9 TO VERIFY THAT THE RELOCATION OF ALL EXISTING UTUTIES IN COMMUCT WITH PROPOSED WORK HAS BEEN COMPLETED INCLUDING UTIUTY POLE'S & CONTRACTOR SHALL COMPLY WTH FENDING AND TREE PRESERVATION SIGNAGE REQUIRED BY ALBEMARLE COUNTY CODE 7. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PIANS, SPECIFICATIONS. AND DATA FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE NTH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE SUPPLED AS PART OF THE CONTRACT DOCUMENTS & CONTRACTOR SHALL COMPLY NTH ALL WETLAND PERMIT REOUR EMENTS, IF A PERMIT EXISTS. NOTES: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOYN. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. 3. REFER TO LANDSCAPE SHEET FOR ADDITIONAL SYMBOLS. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT UMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS. TRAFFIC SIGNALS & POLES, ETC. AS REWIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BAS BID. 10. CONTRACTOR SHALL CONTROL STONWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES F ANY, AT NO COST TO OWNER. 11. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WTHIN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP), GENERAL CONSTRUCTION PERMIT (GCP) PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION (OCR) UNDER THE JURISDICTION OF THE EPA. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL FILE A GOP NOTICE OF INTENT WTH THE DOR AND PREPARE A STORMWATER PREVENTION PLAN IN ACCORDANCE WITH THE VSMP REGULATIONS 17. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECFlCATIONS 11 CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION AUMTIES SHALL BE IN ACCORDANCE WTH OSHA STANDARDS AND LOCAL REQUIREMENTS 14. CONTRACTOR SHALL DISPOSE OF DEMOUTION DEBRIS IN ACCORDANCE WIN APPUCABLE FEDERAL, STATE AND LOCAL REGULATIONS, ORDINANCES AND STATUTES 15, DOSTING UTIUTIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL, STATE AND INDIVIDUAL UTILITY COMPANY STANDARDS SPECIFICATIONS, AND DETAILS THE CONTRACTOR SHALL COORDINATE UTIUTY SERVICE DISCONNECTS WITH THE UTIUTY REPRESENTATIVES _ se� C na��j 4jp_K O W t o° c V• 'WG 5'N"'TR OF D! �C i Z NEAL N. WRIGHT ' Lic. No. 22402 'm w w Y U m � A LL a Pte" P �Q-H u w CD In � � a u 0 w w w Q Q � QEl W W U W WH� O Q4 Q z Z wd z �w K 2 w OL Gn C.J DDR PROJECT NO: 08.003 INDEX TITLE: C2 SHEET NO: 2 OF 4 DATE: 07.24.09 e ui gi2i__ E bra. U m � A LL a Pte" P �Q-H u w CD In � � a u 0 w w w Q Q � QEl W W U W WH� O Q4 Q z Z wd z �w K 2 w OL Gn C.J DDR PROJECT NO: 08.003 INDEX TITLE: C2 SHEET NO: 2 OF 4 DATE: 07.24.09 e ui E bra. U m � A LL a Pte" P �Q-H u w CD In � � a u 0 w w w Q Q � QEl W W U W WH� O Q4 Q z Z wd z �w K 2 w OL Gn C.J DDR PROJECT NO: 08.003 INDEX TITLE: C2 SHEET NO: 2 OF 4 DATE: 07.24.09 N_gsR Qi oNN-a 'L .mmo urr =_mm 0 °oaa RY SITE PLAN FOR PRELIMINA W 0 0 FREE BRIDGE OFFICE ce. c ' p v TAX MAP 78 PARCEL 11 & TAX MAP 78 PARCEL 57B RIVANNA DISTRICT, ALBEMARLE COUNTY, VIRGINIA o��PLTH TMP 78-10A Vassalos LLC DB 2224-256 Zoned HC -EC Use: Restaurant SITE SGC TMP 78-57B Free Bridge Auto Sales DB 1965-32 Zoned- HC -EC Use: Automobile Dealership Lot A A Portion of TMP 78-11 H 0.849 Acres sGC TMP 78-9A Sandav, LLC DB 3383-804 Zoned HC -EC Use: Automobile Dealershil Lot B A Portion of TMP 78-11 ,).742 Acres A N (I � Residue 0f TMP 78-4. 1f f ve Hurt Inv, Co., Inc. y� 'B DB 1919-446 B 6 29G' pLym'Lic 5R64 fs Zoned HC -EC O6 P B, Use. Vacant �S 69b3 4pH S651- y / IS C3 SGC B to CURRENT DEVELOPMENT PLANNER CURRENT DEVELOPMENT ENGINEER ALBEMARLE COUNTY SERVICE AUTHORITY FIRE OFFICIAL ARCHITECTURAL REVIEW BOARD BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORATION C1 -COVER SHEET C2 - GENERAL NOTES, ABBREVIATIONS AND LEGEND C3 - EXISTING CONDITIONS, DEMO AND LAYOUT PLANS C4 - GRADING AND UTILITIES PLANS NEAL N. WEIGHT Lic. No. 22402 T z zoo z w LA y 0 0 vi 8 A E -- C3 o � m a W W a W x H 0 o 6 8 o w w F4 T z zoo z w LA y 0 vi 8 E -- C3 o � a W W a W x H O o 6 8 z_ w w F4 w Z J O w W O a LL DDR PROJECT NO: INDEX TITLE: CI SHEET NO: 1 0P 4 DATE: 07,24,09 E -- C3 o W W a W x H O o 6 z_ w F4 w Z W W O a R' w ai DDR PROJECT NO: INDEX TITLE: CI SHEET NO: 1 0P 4 DATE: 07,24,09 SITE DATA & GENERAL NOTES MHU ABBREVIATIONS PARKING TABULATION LEGEND OFFICE • 0.8 / 200 = 48 SPACES OVERHEAD ELECTRIC 01 PARKING PROVIDED: 53 (INCUDES HC SPACES) SITE DATA GENERAL LTII,[TYNOTES DIP GENERAL PP POWER POLE EXIST NEW DESCRIPTION EXIST POLYVINYL CHLORIDE NEW DESCRIPTION RE]t 1. CONTACT MISS UTILITY AT 1(BDO)552-7001 48 HOURS PRIOR TO ANY GRADING OR DIGGING TO HAVE UNDERGROUND UPUTIES MARKED. THE ABAN ABANDONED) IFIRON FOUND POST -DEVELOPMENT (SF) ---- PROPERTY UNE `- 0 O% • 12° TC TOP OF CURB ELEVATION HURT INVESTMENT COMPANY HU CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN 21,748 48.0% OPEN WAS ACI 43.095 9511 17.576 38.8% TOTAL 45,302 100% 45.302 100% P.O. BOX 8147 SATISFACTION. ADJ ADJUST IS IRON SET _ -- - - - - - ADJACENT PROPERTY LINE x ^. r;' 2 GUY POU x 12' BC BOTTOM OF CURB ELEVATION CHARLOTTESVILLE. VA 72906 Z. THE LOCATIONS SIZES, AND TYPES OF EXISTING UTILITIES HAVE BEEN TAKEN FROM AVAILABLE RECORDS AND ARE SHOWN AS AN APPROXIMATE APRX APPROXIMATE_ LOD LIMIT CO DISTURBANCE ML _ _ _ _ VACATED PROPERTY UNE HOPE HIGH DENSITY POLYETHYLENE WM WATER METER INV ATOLL ONLY. THE OWNER OR IDS HAVE NOT VERIFIED THIS AS ON THE PLANS. WV WATER VALVE x - x 125FL FLOW UNE ELEVATION CONTRACT PURCHASER: LEXISTEENILY CONCERNING OR OTHER DATA GOWN NTNG THE TH S NOT OR OTHER PLANS THE UTILITY INFORMATION SHOWN ODES NOT GUARANTEE THE ACTUAL EXISTENCE, BFC BOTTOM FACE CURB LF LINEAR FEET FREEBRIDGE AUTO MAY PRESENT UTIUTES NOR DOES IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN O! THE PIANS fl BUILDING SETBACK r �-� x 123 EOP EDGE OF PAVEMENT ELEVATION 1400 RICHMOND ROAD PRIOR TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS, SIZES, BPE BASEMENT FLOOR ELEVATION LT LEFT CHARLOTTESVILLE. VA 22911 AND ELEVATIONS OF THE POINTS OF CONNECTIONS M DOMING UTIUTIES AND, SHALL CONFIRM THAT THERE ARE NO INTERFERENCES WITH EXISTING p PARKING SETBACK ~ .- x 12' SPOT ELEVATION UTILITIES AND THE PROPOSED UTILITY ROUTES, INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY. BM BENCHMARK 434-979-2886 UTILITY IS FOUND TO CNCT WITH THE PROPOSED WORK, OR EXISTING CONDITIONS DIFFER THOSE 910YM SUCH THAT 3 WHERE EXISTING UTIW MAXMA% MAXIMUM � • • P� ZONING UNE x iG"L'•Y x 12'TW TOP OF WALL ELEVATION THE WOK CANNOT BE COMPLETED AS INTENDED, THE LOCATION, ELEVATION, AND SZE OF THE UTIUTY SHALL BE ACCURATELY DETERMINED BC BUILDING CORNER MIN MINIMUM DEVELOPER: WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED IN VATTING TO THE OWNER'S REPRESENTATIVE FOR THE RESOLUTION C x 12'BW BOTTOM OF WALL ELEVATION FREEBRIDGE AUTO THE CDNFUCT AND CONTRACTORS FAILURE TO NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBUGATIONS FOR BOW BOTTOM OF WALL MON MONUMENT CONCRETE LIMIT'S OF DISTURBANCE 1400 RICHMOND ROAD ADDITIONAL PAYMENTS MUCH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFUCT. BS BOTTOM OF SLOPE TEST PIT LOCATION/BORING LOCATION NTS NOT TO SCALE � � FLOODPLAIN LIMIT '' CHARLOTTESVILLE VA 22911 ALL HYDRANT LOCATIONS TO BE APPROVED BY THE ALBEMARLE COUNTY FIRE MARSHALL PRIOR 1D FINAL APPROVAL BY THE COUNTY AND ARE TO 434-979-2886 BE INSTALLED ACCORDING TO ACSA STANDARDS CG12 ACCESSIBLE CURB RAMP PRVD PROVIDED -®- UNDISTURBED BUFFER ZONE BENCHMARK LEGAL REFERENCE: TAX MAP 78, PARCEL 11: DEED BOOK 2860 & PAGE NUMBER 231 S RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES, WATER VALVE COVERS, GAS GATES, ELECTRIC AND TELEPHONE PULL BOXES, AND MANHOLES, CF CUBIC FEET RRADIUS IRON FOUND TAIL MAP 78, PARCEL 578: DEED BOOK 1965 & PAGE NUMBER 32 AND OTHER SUCH ITEMS, ARE APPROXIMATE AND SHALL BE SET/RESET AS FOLLOWS: - - - - - EDGE OF GRAVEL A IMPERMOUS SURFACES FLUSH CL CHAIN LINK REDID REQUIRED -¢ IRON SET MAGISTERIAL DISTRICT: RIVANNA B. PERVIOUS SURFACE AREAS ONE INCH ABOVE SURROUNDING AREA AND TAPER EARTH TO THE RIM ELEVATION. CONC CONCRETE EDGE OF PAVEMENT RT RIGHT -- w+ -- - w - UNOERDRALN SOURCE OFF BOC RVEY: OCTOBER 4, 2007 SUBDIVISION AND BOUNDARY ADJJSTMENT PLAT PREPARED BY DOMINION & ALL BLASTING REQUIREMENTS TO INSTALL UTILITIES SHALL REWIRE A PERMIT AND SHALL BE PERFORMED IN ACCORDANCE NTH THE AIJI MARLE DEVELOPMENT RESOURCES, LLC AND AUGUST 22, 2007 BOUNDARY ADJUSTMENT AND RIGHT-OF-WAY DEDICATION PLAT PREPARED BY COUNTY STANDARDS AND THE PROJECT SPECIFICATIONS CY CUBIC YARDS; R/W RIGHT OF WAY __.._...............-.. -'""'' - - - - - - ROLL TOP STORM SEWER DOMINION DEVELOPMENT RESOURCES, LLC W APPROVAL PROCESS 7. ALL DRAINAGE STRUCTURE INTERIOR DIAMETERS SHALL BE DETERMINED BY THE MANUFACTURER BASED ON THE PIPE CONSWRATGNS SHOWN ON C/C CENTER TO CENTER SE SPOT ELEVATION „„_. CG12 CG -2 STANDARD 6' CURB THESE PLANS AND LOCAL MUNICIPAL STANDARDS THE MINIMUM MANHOLE DIAMETER SHALL BE 4 FEET. -""""" "" '"'---- - no - ROOF DRAIN SOURCE OF TOPOGRAPHY: ORIGINAL FLOWN TOPOGRAPHY PROVIDED BY LOUISA AERIAL SURVEYS DATE: JANUARY 4, 2007. DIA DIAMETER SO SQUARE cc -"3 CG -3 STANDARD 4' CURB MODIFICATIONS TO BASE TOPOGRAPHY AS PER PAVUONS SITE PUN, ROKIN ROAD PLANS OLYMPIA DRIVE PLANS, MITE HOUSE a ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE NTH VDOT SPEOFICATONS SECTION 302 AND SECTION 232 AND AS SPECIFIED ON ._�_:--�,.- ®rs W.- - e"s- SEWER UNE TUE DRAWINGS. DC DECK CORNER STA STATION CG -8 CC -6 COMMERCIAL AND CARMAN AS -BUILT PLANS USGS DAVM 01/04/07 gin_ COMBINATION 6' CURB &GUTTER-- ----- - ro TRENCH DRAIN 9. THE CONTRACTOR IS REWIRED TO PERFORM ALL TESTS REWIRED BY THE COUNTY OR ALBEMARLE COUNTY SERVICE AUTHORITY TO SECURE OW ....._ THIS PROPERTY IS LOCATED IN ZONE X AS SHOWN ON FEDERAL EMERGENCY MANAGEMENT AGENCY. ACCEPTANCE OF ALL UTILITIES pRIV7llYAY SW SIDEWALK C .....`�=.....- _-:' '. CG -7 COMBINATION 4' CURB &CUTTER _._ ^ *' - - s..w - WATER UNE -FLOOD INSURANCE RATE MAP NUMBER: 287D. DATED FEBRUARY 4, 2007. 10 All CONCRETE USED IN UTILITY CONSTRUCTION SHALL BE 4000 PSI CONCRETE IN ACCORDANCE WTH COOT SPECIFICATION SECTION 217. EC EDGE OF CONCRETE TBA TO BE ABANDONED f'w �eE BUILDING ENTRANCE FIRE PROTECTION LINE 11. NO PLANTINGS OR ERECTION OF OTHER OBSTRUCTIONS SHALL BE MARE WITHIN FOUR FEET OF ANY FIRE HYDRANT. EP EDGE OF PAVEMENT TBC TOP BACK CURB THIS PROPERTY DOES NOT UE WTHIN A DRINKING WATERSHED. 12 ALL UTILITIES M BE PLACID UNDER EXISTING COUNTY STREETS MUST BE BORED OR JACKED UNLESS SPECIFICALLY APPROVED OTHERWISE OR ES END SECTIONWit° TBR TO BE REMOVED �w LOADING DOCK - ws - - ws - WATER SERVICE LINE EXISTING STING STORM SEWER MANHOLE TOP EX -7 W ROUON ROAD - 45349' NOTED ON THE PUNS EXIST EXISTING TC TOP OF CURB ° • BOLLARD �---- � ------ - c - GAS UNE WATER SOURCE 5' ACSA WATERLINE UNDER CONSTRUCTION ALONG OLYMPIA DRIVE 13. WATER METERS SHALL BE LOCATE) IN AN ACCESSIBLE LOCATION AND SHALL NOT BE INSTALLED UNDER EXISTING PIPING CLOSE TO OTHER FACILI FC FENCE CORNER TRIM TO REMAIN -.. -OVERHEAD T- SIGN - ax - Rs ELECTRIC WIRE SENN SERVICE EXISTING ACSA 8' SANITARY SEWER ON ADJACENT SITE (IDA AUTO). 14. FOR UTI UTIES INSTALLED UNDER ROADWAYS AND/OR EASEMENTS PLANNED FOR FUTURE ROADWAYS. BACKFILL SHALL BE COMPACTED TO .. , ........ -10E - UNDERGROUND ELECTRIC NOT LESS THAN 95% OF MAXIMUM DENSITY; IN ACCORDANCE NTH VOOT SPECIFICATIONS SECTIONS 523.03, 302, 303.10, AND 200.02 PER P.F.M. FL FENCE LINE TOW TOP OF WALL -_.. .-..-... r r STEEL GUARDRAIL ZONING: THIS PROPERTY IS (HIGHWAY COMMERCIAL &ENTRANCE CORRIDOR) TO A HITEC THIS PROPERTY IS SUBJECT TO ARCHITECTURAL RENEW BOARD APPROVAL 15. CONTRACTOR IS TO VERIFY THAT ALL UTLITES IEE, WATER, SEWER, GAS, ELECTRIC, IIIEPHONE, CABLE, ETC., ME IN PLACE PRIOR 70 FLEE FINISHED FLOOR ELEVATION ES TOP OF SLOPE fl - . -�T - OVERHEAD TELEPHONE LINE CONSTRUCTION OF SUBBASE AND/OR PAVING. --------------- W000 GUARDRAIL FUEL TANK TYP TYPICAL -��+ -- -�xP - UNDERGROUND TELEPHONE LINE SERdCK.SLFT 16. THESE BANS AND PROFILES AND ALL THE NEW CONSTRUCTION NTH THIS PUN SHALL BE IN ACCORDANCE WTH THE CURRENT APPROVED ADJACENT TO PUBUC ROAD: ALBFMARLE COUNTY SERVICE AUTHORTYS GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS ANY AMENDMENTS THEREOF AND THE GE GROUND ELEVATION WET WETLANDS -�... _ PATH ------cc:v -_... -EArv- CABLE TV BUILDING - 30' STANDARDS AND SPECIFICATIONS OF VDOT. _ PARKING - 10' 17. ALL WATERUNES AND SANITARY SEWERLINES STALL MAINTAIN A 1D FOOT HORIZONTAL SEPARATION GR MIEN CROSSING 18' VERTICAL CLEARANCE OR GUARDRAIL WSE WATER SURFACE EDGE -------�-- TREE LINE I^ - O � DRAIN INLET DI ( ) ADJACENT TO RESIDENTIAL: (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE) IN ACCORDANCE TO VIRGINIA HEALTH DEPARTMENT STANDARDS UTILITY ""'"_'""- FENCE �A O ® STORM/SANITARY MANHOLE BUILDING - 50' 18. PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC TELEPHONE, CABLE. AND GAS WHICH SERVE THIS FACILITY SHALL SE LOCATED NTH A PARKING - 2D' MINIMUM 5 FOOT SEPARATION FROM PUBUC WAlERMAW45 AND SANITARY SEWER. ARV AIR RELEASE WALVE LP LIGHT POLE L11 =aTTa %J ® BLOCK WALL PLUG OR STUB ADJACENT TO COMMERCIAL: 19. ELECTRICAL POWER SHALL BE DERIVED FROM BUILDING ELECTRICAL PANELS M GENERAL STE UGHTING IN ACCORDANCE WTH NATIONAL ELECTRIC BOA BLOW OFF ASSEMBLY MH MANHOLE ---m-=--- RETAINING WALL HEADWALL BUILDING - NONE CODE, PARKING NONE MAIL PIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS INDICATED OTHERWISE ON CO CLEANOUT MHO MANHOLE (DRAINAGE) STREAM / WATER COURSE o m SEWER LEANOUT RESIDENTIAL BUFFER ZONE - 20' PLANS, CPD TELEVISION P®ESTAL MHE MANHOLE (ELECTRIC) -- - - -- -- POUND R ® WATER VALVE & BOX MAXIMUM BUILDING HEIGHT: 21. ALL CONDENSATE DRAIN AND OTHER PLUMBING CONNECTIONS ARE TO BE INSTALLED ACCORDING TO BOCA NATIONAL PLUMBING CODE. 2-STDRY OFFICE' 35 22 BUSTING MANHOLE FRAMES AND COVERS AND VALVE BOXES AND COVERS TO REMAIN SHALL BE ADJUSTED OR RECONSTRUCTED AS NECESSARY CAN CABLE TE ASBON MHS MANHOLE (SEWER) ---- 312- - 12 - INTERVAL CONTOUR W Y ERF HYDRANT DENSITY. N/A SIDEWALK(S): 6' CONCRETE ADJACENT TO PARKING 5' ELSEWHERE DUMPSTFR PAD: 10'X1B' (TYPICAL) CURRENT USE: VACANT PROPOSED USE OFFICE MAXIMUM / C EMPLOYEES: 38 (ESTIMATED) MHU MANHOLE (UTILITY) PARKING TABULATION - PARKING REQUIRED: 12,000 SF (GROSS) COMMERCIAL OFFICE • 0.8 / 200 = 48 SPACES OVERHEAD ELECTRIC 01 PARKING PROVIDED: 53 (INCUDES HC SPACES) OHT OVERHEAD TELEPHONE DIP 3 HANDICAPPED SPACES PP POWER POLE ET 1 LOADING SPACES PVC POLYVINYL CHLORIDE EW 1 DUMPSTER PADS RCP REINFORCED CONCRETE PIPE LAND SCHEQUn E- PRE -DEVELOPMENT (SF) NO POST -DEVELOPMENT (SF) % BUILDING(S) 0 O% 5,978 13.2% PAVED (0.D5 AC) 2,207 (PER OLYMPIA RD RP) 4.9% 21,748 48.0% OPEN WAS ACI 43.095 9511 17.576 38.8% TOTAL 45,302 100% 45.302 100% TOTAL IMPERVIOUS SURFACE : PRE DEVELOPMENT: COX TSV TAPPING SLEEVE & VALVE GT POST DEVELOPMENT: 61.2% UE UNDERGOUND ELECTRIC GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE C THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY NTH THE CURRENT EDITION C THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY (1-800-552-700). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET C CDVER MEASURED FROM THE TCP O PIPE, OVER THE CENTERUNE C PIPE THIS INCLUDES ALL FIRE HYDRANT LINTS. SERVICE LATERALS AND WATER LINES ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE C ROADSIDE DITCHES. B. VALVES W DEADEND UNES SHALL BE RODDED TO PROMOS ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION C THE LINE TO MATCH FINISHED GRADES , GENERAL CONSTRUCTION NOTES (PART ONE) 1. PRIOR TO MY CONSTRUCTION WTHIN MY EXISTING PUBUC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS O THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2 ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VOOT UNLESS OTHERNSE NOTED. J BISON AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLM AND SHALL BE INSTALLED PRIOR TO ANY CLEARING WAGING OR OTHER CONSTRUCTION. C All SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. S THE MAXIMUM ALLOWABLE SLOPE IS 21 (HORIZONTAL VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 11 OR BETTER ARE TO BE AOIIEYED. 9. PAVED, RW -RAP OR STABILIZATION MAT UNED DITCH MAY BE REWIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. All TRAFFIC CONTROL SIGNS SHALL CONFORM NTH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEMCES. 8 UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - GLASS III. 9. All EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY NTH OSHA STANDARDS FOR THE CONTRUCTION INDUSTRY (29 CFR PART 1029). GENERAL CONSTRUCTION NOTES (PART TWO) 1. WORK WITHIN THE LOCAL RICHTS-OF-WAY SHALL CONFORM TO LOCAL MUNIOPAL STANDARDS WORK WTHIN STATE RIGHTS-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE VIRGINIA DEPARTMENT O TRANSPORTATION STANDARDS AND SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. 2.USE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES; USE FILL AND BACKFILL MATERIAL UNDER PARKING AREAS, ROADS SDEWALKS, ALO DIM CONCRETE AND PAVED SURFACES; USE COMMON FILL MATERIAL FOR GENERAL SITE GRADING. PLACE MATERIAL IN B' UFTS. 3.COMPACT LAYERS OF FILL TO 95 PERCENT BY MODIFIED PROCTOR METHOD PER ASTM D 1557 BENEATH AND WTHIN 15 FEET OF BUILDINGS ARO BY STANDARD PROCTOR METHOD PER ASTM 0 698 BENEATH AND WTHIN DETENTION POND EMBANKMENTS PAVEMENTS. WALKS AND ROAD SHOULDERS INCLUDING AREAS THAT MAY BE USED FOR FUTURE CONSTRUCTION. IN OTHER UNPAVED AREAS. COMPACT 90 PERCENT BY STANDARD PROCTOR METHOD PER ASTM D 698 IF THE DENSITY OF THE ADJACENT SOL IS MORE THAN THE DENSITY SPECIFIED, THEN COMPACT TO A DENSITY NOT LESS THAN THE DENSITY OF THE ADJACENT SOL 4.AIEAS ON WHICH FEL 15 TO BE PLACED SHALL BE CLEARED, GRUBBED, AND STRIPPED C TOPSOIL SOL MATERIALS SHALL BE FREE OF DENS, ROOTS WOOD, SOUP MATERIAL, VEGETATION, REFUSE, SOFT UNSOUND PARTICLES AND FROZEN DELETERIOUS OR OBJECTIONAL MATERIALS THE MAXIMUM PARTICLE DIAMETER SHALL BE GME -HALF TE UFT THICKNESS COMMON FILL MATERIAL SHALL BE UNCLASSIFIED SOL MATERIAL NTH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTENDED LOCATION. BACKFILL AND FILL MATERIAL ASTM D 2487. CLASSIFICATION GW, GP, ON, GG SW, SP, SM, SC NTH A MAXIMUM ASTM D 4315 UOUID UNIT O JS MAXIMUM ASTM D 4318 PLASTICITY INDEX OF 12, AND MAXIMUM OF 25 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. SELECT MATERIAL ASTM D 2487, CLASSIFICATION ON, GP, SW, S WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. &ALL FINISHED GRADING, SEEDING AND SOUDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING C THE WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS 6.CUT AND PATCH WORK IN EXISTING PUBUC STREETS MUST BE PERFORMED IN ACCORDANCE NTH VOOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. 7.ALL EXISTING CURB AND GUTTER ALONG THE FRONTAGE OF THIS SITE IN POOR CONDITION OR DAMAGED DURING CONSTRUCTION SHALL BE REMOVED AND REPLACED TO THE STANDARDS AND SPECIFICATIONS OF ALBEMARLE COUNTY. &IN THE EVENT THAT SUSPECTED CONTAMINATED SOL, GROUNDWATER, AND OTHER MEDIA ARE ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASO ON VISUAL OLFACTORY, OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP 'WORK IN THE VICINITY OF THE SUSPECT MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTFY THE OWNER IMMEDIATELY SO THAT THE APPROPRIATE T3TNG AND SUBSEQUENT ACTON CAN BE TAKEN. GENERAL NOTES 1. ACCESSIBLE ROUTES PARKING SPACES, RAMPS SIDEWALKS AND WALKWAYS SHALL BE CONSTRUCTED N CONFORMANCE NTH THE FEDERAL AMERICANS WITH DISABILITIES ACT AND WITH STATE AND LOCAL LAWS AND REGULATIONS (WHICHEVER ARE MORE STRINGENT). 2. ALL STAIRS WITH THREE OR MORE RISERS ARE TO HAVE HANDRAILS ON BOTH SIDES 3. SIDEWALKS ADJACENT TO PARKING SHALL HAVE A MINIMUM WITH C 6 FEET. 4. TO THE BEST C OUR BELIEF AND KNOWLEDGE, THERE ARE NO KNOWN GRAVE 91E5 ON THE SUBJECT PROPERTY. 5. %ANTNGS WILL BE PROVIDED WITH MINOR ADJUSTMENTS IN THE FIELD TO ELIMINATE CONFLICTS WITH OTHER STRUCTURAL FEATURES. S. ALL RETANNG WALLS GREATER THAN FOUR FEET IN HEIGHT SHALL HAVE SAFETY PROTECTION ON TOP. CMP CORREGATB MMETAL PIPE MHU MANHOLE (UTILITY) DFC GRAINFIELD MIRNER OHE OVERHEAD ELECTRIC 01 DROP INLET OHT OVERHEAD TELEPHONE DIP DUCTILE IRON PIPE PP POWER POLE ET ELECTRIC TRANSFORMER PVC POLYVINYL CHLORIDE EW END WAR RCP REINFORCED CONCRETE PIPE FH FIRE HYDRANT SAN SANITARY FM FORCE MAN SCC STORMWATER CONVEYANCE CHANNEL FO FIBER OPTIC TOP TOP ELEVATION FT FUEL TANK TP TELEPHONE POLE GL GAS UNE TPD TELEPHONE PEDESTAL GM GAS METER TSV TAPPING SLEEVE & VALVE GT GREASE TRAP UE UNDERGOUND ELECTRIC GP GUY POU UP UTILITY POLE GW GUY NRE UT UNDERGROUND TELEPHONE GV GATE VALVE ML WATER LINE HOPE HIGH DENSITY POLYETHYLENE WM WATER METER INV INVERT WV WATER VALVE -..-. 53�0.0...-- - DO - INDEX CONTOUR I..M.H(S ® PARKING CQUNT ■ ,,,,, CROSSWALK HANDICAP ACCESSIBLE AISLE r ® CG -12 ixy HANDICAP PARKING 0 a, VAN -ACCESSIBLE HANDICAP PARKING AR VAN ,nova E. CONCRETE PAVEMENT / SIDEWALK RIPRAP cu r low NEW ASPHALT D GRASS 0 EC -2 BLANKET MATTING 0 EC -3 TYPE A EC -3 TYPE B WETLAND CONTRACTOR'S COORDINATION RESPONSIBILITIES -- -- 1. THE CONTRACTORS REWIRED TO OBTAIN ANY/NEL PERMITS REQUIRED FOR CONSTRUCTION CF THESE PLANS. 2. ANY TIME WORK IS PERFORMED OFF-STE OR WITHIN AN EXXSIING EASEMENT, THE CONTRACTOR IS 70 NOTIFY THE HOLDER OF SAB EASEMENT AS TO THE NATURE C PROPOSED WORK AND TO FOLLOW ANY GUIDLEUNES OR STANDARDS WHICH ARE ASSOCIATED NTH OR REFERENCED IN THE RECORDED EASEMENT. 3. THE CONTRACTOR 6 TO CHECK THAT ALL EASEMENTS LETTERS OF PERMISSION, ETC, ARE RECORDED/OBTAINED PRIOR TO THE START OF ANY CONSTRUCTION. 4. CONTRACTOR TO VEIFIY ALL SITE PUNS AND PROFILES AND DETAILS FOR CONSSTENCY AND IF CONFLICTS EXISTS CONTACT ENGINEER FOR CLANFICATON AND/OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE CONE AT HIS/HER OWN RISK. 5. THE CONTRACTOR 5 TO VERIFY THAT THE RELOCATION C ALL EXISTING UTILITIES IN CONFLICT NTH PROPOSED WORK HAS BEEN COMPLETED INOUONG UTILITY FOES 6. CONTRACTOR SHALL COMPLY WTH FENCING AND TREE PRESERVATION SIGNAGE REQUIRED BY ALBEMARLE COUNTY CODE. 7. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC YERSONS O PLANS SPECIFICATIONS AND DATA TILES THAT ARE OBTAINED FROM THE DESIGNERS BUT SHALL VERIFY LCCATION C PROJECT FEATURES IN ACCORDANCE WITH THE PAPER CORES C THE PLANS AND SPECIFICATIONS THAT ARE SUPPLIED AS PART C THE CONTRACT DOCUMENTS B CONTRACTOR SHALL COMPLY WTH ALL WETLAND PERMIT REQUIREMENTS, IF A PERMIT EXISTS NEAL N. WRIGHT Lic. No. 22402 C7 rz ® I:: se§ � UTILITY POLE " • C XPNN Sao` -arc O' L `ortmd C r=mm 0 c?v inPY 55 r4 C ,nova -u cu r C GAS METER W $ 0 0 , �A NEAL N. WRIGHT Lic. No. 22402 C7 rz MATCHLINE NOTES 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. 3. REFER TO LANDSCAPE SHEET FOR ADDITIONAL SYMBOLS. ----- SANITARY EASEMENT --- GRADING EASEMENT -- DRAINAGE EASEMENT - UTILITY EASEMENT --- WATER EASEMENT - - - ACCESS EASEMENT ---- STORM DRAINAGE EASEMENT S. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS (UNLESS OTHERWISE NOTED ON PUNS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES STORM DRAINAGE, SIGNS TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE NTH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT STEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 10 CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF SITE AREAS AND SHALL BE; RESPONSIBLE TO REPAIR RESULTING DAMAGES E MY, AT NO COST TO OWNER. 11. THIS PROJECT DISTURBS MORE THAN ONE ACRE C WTD AND FALLS WITHIN THE VIRGINIA STOR MWATFR MANAGEMENT PROGRAM (VSMMP), GENERAL CONSTRUCTION PERMIT (GCP) PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT C CONSERVATION AND RECREATION (OCR) UNDER THE JURISDICTION C THE EPA PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL FILE A 0.7 NOTICE C INTENT WTH THE DGR AND PREPARE A SROWIWATER PREVENTION PUN IN ACCORDANCE WTH THE VSMP REGULATIONS 12 CONTRACTOR STALL COORDINATE NTH All UTUTY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS I& CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTYTTES SHALL BE IN ACCORDANCE NTH OSHA STANDARDS AND LOCAL REQUIREMENTS 14. CONTRACTOR SHALL DISPOSE O DEMOUTON DEBRIS N ACCORDANCE NTH APPUCABLE FEDERAL STATE AND LOCAL REWUTONS, ORDINANCES AND STATUTES. 15. EXISTING UTILITIES SOUL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE NTH LOCAL, STATE AND INDIVIDUAL UTILITY COMPANY STANDARDS SPECIFICATIONS AND DETAILS THE CONTRACTOR SHALL COORDINATE UTUTY SERVICE DISCONNECTS WTH THE UTILITY REPRESENTATIVES Iii m w ,p ti J LL Z z_ w a a > � � Q OHH W W w Q /co Iw1 ;4 Z W u EA (Y E H � Q z LUN O LU a. cn DDR PROJECT NO: 09.003 INDEX TITLE: C2 SHEET NO: 2 OF 4 DATE 07.24.09 ® WATER METER � UTILITY POLE " • WY POLE O' O WATER WELL. ii cg iMINLu c?v GAS VALVE 55 r4 cu r 0 GAS METER $ MATCHLINE NOTES 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. 3. REFER TO LANDSCAPE SHEET FOR ADDITIONAL SYMBOLS. ----- SANITARY EASEMENT --- GRADING EASEMENT -- DRAINAGE EASEMENT - UTILITY EASEMENT --- WATER EASEMENT - - - ACCESS EASEMENT ---- STORM DRAINAGE EASEMENT S. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS (UNLESS OTHERWISE NOTED ON PUNS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES STORM DRAINAGE, SIGNS TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE NTH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT STEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 10 CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF SITE AREAS AND SHALL BE; RESPONSIBLE TO REPAIR RESULTING DAMAGES E MY, AT NO COST TO OWNER. 11. THIS PROJECT DISTURBS MORE THAN ONE ACRE C WTD AND FALLS WITHIN THE VIRGINIA STOR MWATFR MANAGEMENT PROGRAM (VSMMP), GENERAL CONSTRUCTION PERMIT (GCP) PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT C CONSERVATION AND RECREATION (OCR) UNDER THE JURISDICTION C THE EPA PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL FILE A 0.7 NOTICE C INTENT WTH THE DGR AND PREPARE A SROWIWATER PREVENTION PUN IN ACCORDANCE WTH THE VSMP REGULATIONS 12 CONTRACTOR STALL COORDINATE NTH All UTUTY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS I& CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTYTTES SHALL BE IN ACCORDANCE NTH OSHA STANDARDS AND LOCAL REQUIREMENTS 14. CONTRACTOR SHALL DISPOSE O DEMOUTON DEBRIS N ACCORDANCE NTH APPUCABLE FEDERAL STATE AND LOCAL REWUTONS, ORDINANCES AND STATUTES. 15. EXISTING UTILITIES SOUL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE NTH LOCAL, STATE AND INDIVIDUAL UTILITY COMPANY STANDARDS SPECIFICATIONS AND DETAILS THE CONTRACTOR SHALL COORDINATE UTUTY SERVICE DISCONNECTS WTH THE UTILITY REPRESENTATIVES Iii m w ,p ti J LL Z z_ w a a > � � Q OHH W W w Q /co Iw1 ;4 Z W u EA (Y E H � Q z LUN O LU a. cn DDR PROJECT NO: 09.003 INDEX TITLE: C2 SHEET NO: 2 OF 4 DATE 07.24.09 ® WATER METER � UTILITY POLE " • WY POLE O' O WATER WELL. cg c?v GAS VALVE 55 r4 cu r 0 GAS METER $ MATCHLINE NOTES 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. 3. REFER TO LANDSCAPE SHEET FOR ADDITIONAL SYMBOLS. ----- SANITARY EASEMENT --- GRADING EASEMENT -- DRAINAGE EASEMENT - UTILITY EASEMENT --- WATER EASEMENT - - - ACCESS EASEMENT ---- STORM DRAINAGE EASEMENT S. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS (UNLESS OTHERWISE NOTED ON PUNS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES STORM DRAINAGE, SIGNS TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE NTH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT STEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 10 CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF SITE AREAS AND SHALL BE; RESPONSIBLE TO REPAIR RESULTING DAMAGES E MY, AT NO COST TO OWNER. 11. THIS PROJECT DISTURBS MORE THAN ONE ACRE C WTD AND FALLS WITHIN THE VIRGINIA STOR MWATFR MANAGEMENT PROGRAM (VSMMP), GENERAL CONSTRUCTION PERMIT (GCP) PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT C CONSERVATION AND RECREATION (OCR) UNDER THE JURISDICTION C THE EPA PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL FILE A 0.7 NOTICE C INTENT WTH THE DGR AND PREPARE A SROWIWATER PREVENTION PUN IN ACCORDANCE WTH THE VSMP REGULATIONS 12 CONTRACTOR STALL COORDINATE NTH All UTUTY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS I& CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTYTTES SHALL BE IN ACCORDANCE NTH OSHA STANDARDS AND LOCAL REQUIREMENTS 14. CONTRACTOR SHALL DISPOSE O DEMOUTON DEBRIS N ACCORDANCE NTH APPUCABLE FEDERAL STATE AND LOCAL REWUTONS, ORDINANCES AND STATUTES. 15. EXISTING UTILITIES SOUL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE NTH LOCAL, STATE AND INDIVIDUAL UTILITY COMPANY STANDARDS SPECIFICATIONS AND DETAILS THE CONTRACTOR SHALL COORDINATE UTUTY SERVICE DISCONNECTS WTH THE UTILITY REPRESENTATIVES Iii m w ,p ti J LL Z z_ w a a > � � Q OHH W W w Q /co Iw1 ;4 Z W u EA (Y E H � Q z LUN O LU a. cn DDR PROJECT NO: 09.003 INDEX TITLE: C2 SHEET NO: 2 OF 4 DATE 07.24.09 LIGHT POLE �..._I ❑ TRANSFORMER PAD UTILITY POLE " • WY POLE MATCHLINE NOTES 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. 3. REFER TO LANDSCAPE SHEET FOR ADDITIONAL SYMBOLS. ----- SANITARY EASEMENT --- GRADING EASEMENT -- DRAINAGE EASEMENT - UTILITY EASEMENT --- WATER EASEMENT - - - ACCESS EASEMENT ---- STORM DRAINAGE EASEMENT S. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS (UNLESS OTHERWISE NOTED ON PUNS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES STORM DRAINAGE, SIGNS TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE NTH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT STEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 10 CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF SITE AREAS AND SHALL BE; RESPONSIBLE TO REPAIR RESULTING DAMAGES E MY, AT NO COST TO OWNER. 11. THIS PROJECT DISTURBS MORE THAN ONE ACRE C WTD AND FALLS WITHIN THE VIRGINIA STOR MWATFR MANAGEMENT PROGRAM (VSMMP), GENERAL CONSTRUCTION PERMIT (GCP) PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT C CONSERVATION AND RECREATION (OCR) UNDER THE JURISDICTION C THE EPA PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL FILE A 0.7 NOTICE C INTENT WTH THE DGR AND PREPARE A SROWIWATER PREVENTION PUN IN ACCORDANCE WTH THE VSMP REGULATIONS 12 CONTRACTOR STALL COORDINATE NTH All UTUTY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS I& CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTYTTES SHALL BE IN ACCORDANCE NTH OSHA STANDARDS AND LOCAL REQUIREMENTS 14. CONTRACTOR SHALL DISPOSE O DEMOUTON DEBRIS N ACCORDANCE NTH APPUCABLE FEDERAL STATE AND LOCAL REWUTONS, ORDINANCES AND STATUTES. 15. EXISTING UTILITIES SOUL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE NTH LOCAL, STATE AND INDIVIDUAL UTILITY COMPANY STANDARDS SPECIFICATIONS AND DETAILS THE CONTRACTOR SHALL COORDINATE UTUTY SERVICE DISCONNECTS WTH THE UTILITY REPRESENTATIVES Iii m w ,p ti J LL Z z_ w a a > � � Q OHH W W w Q /co Iw1 ;4 Z W u EA (Y E H � Q z LUN O LU a. cn DDR PROJECT NO: 09.003 INDEX TITLE: C2 SHEET NO: 2 OF 4 DATE 07.24.09