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Home My WebLink AboutSDP201000043 Plan - Revision 2010-08-21A S] RIVERFRONT TOVVNHOMES 1 t i 00- At 0 PARCEL 20R RIV NN ISTRICT L EM RLE COUNTY, VIRGINIA — •— — — — — — STATE BOM 1140 �, -- .- - - -. -- - SOUTH pANTOP3 rNa N — . -- - -.— /� rum Ya 7'30'00*W 10.00' S52 goo- E 219.27 S52'30'00�E 123.74 _ I I I I II s.w Eat DB 3103-370 um on- DYww AO >T moo, tens 1 7- 5.344 Acs Rib t RC m a� obc •W W `) �v� -------------- n� _0 U c? 0 -a N48D0'00'W 110.18' •E 1.00, ar.uwr ` fl a� I rwep. \ E.w.dM'"5w \ \ DA an-Is? SITE a4 OJ Sr 1900 'pSO SOOT y�C� y Asti M \RD tea. 4Z �Q Cl —COVER SHEET C2 — GENERAL NOTES, ABBREVIATIONS AND LEGEND C3 — EXISTING CONDITIONS AND DEMO PLAN C4 —SITE PLAN AND UTILITIES CS — GRADING PLAN A ND STORM C6 — LANDSCAPE PLAN CURRENT DEVELOPMENT PLANNER CURRENT DEVELOPMENT ENGINEER ALBEMARLE COUNTY SERVICE AUTHORITY FIRE OFFICIAL ARCHITECTURAL REVIEW BOARD BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORATION .. y O� Cr oO S T A OF P� Lr1P �o r NEAL N. WRIGHT Lic. No. 22402 4 k2ONAL �� A 0 z m O W Y U W U m 0 U m a� obc •W W `) �v� z° n� _0 U c? 0 -a •E C W A 0 .. y O� Cr oO S T A OF P� Lr1P �o r NEAL N. WRIGHT Lic. No. 22402 4 k2ONAL �� A 0 z m O W Y U W U m 0 U DE PROJECT NO: 10. INDEX TITLE: c 1 SHEET NO: 1 OF 6 DATE: 05.13.10 m W z° c? 0 C A � m 0 �. w U co Z o cn O MW U a Ri C Lld I co W ,a J_ LL Z O W H Z O � o F—I � � w w O � 0 w w J ~ ILi F- W a c=n DE PROJECT NO: 10. INDEX TITLE: c 1 SHEET NO: 1 OF 6 DATE: 05.13.10 SITE DATA & GENERAL NOTES ABBREVIATIONS LEGEND GENERAL EXIST NEW DESCRIPTION F.X1fCT NFw nFCCUIDTInNI SITE DATA SOUTH PANTOPS II LAND TRUST CHARLES W & SHIRLE FISHER TRS P.O. BOX 8147 CHARLOTTESVILLE, VA 22906 I FGAL RIFFERENCE9 TAX MAP 78, PARCEL 20R: DEED BOOK 2913 & PAGE NUMBER 156 MAGISTERIAL DISTRICT: RIVANNA SOURCE OF BOUNDARY SURVEY: PERIMETER BOUNDARY INFORMATION IS TAKEN FROM A SURVEY BY RIVANNA ENGINEERING do SURVEYING, PLC DATED JANUARY 6 ,2005, AND RECORDED AT DEED BOOK 2913 PAGE 156. SOURCE OF TOPOGRAPHY: TOPOGRAPHY IS TAKEN FROM AN AERIAL PHOTOGRAMMETRIC SURVEY BY LOUISA AERIAL SURVEYS, DATED 1998. THE TOPOGRAPHY WAS FIELD VERIFIED AND ADJUSTED BY DOMINION ENGINEERING IN APRIL 2010, TO NAVD88. A PORTION OFTHIS PROPERTY APPEARS TO LIE WITHIN A 100 YEAR DESIGNATED FLOOD ZONE ACCORDING TO FEMA FIRM MAP NUMBER:51003CO289D, EFFECTIVE DATE: FEBRUARY 4, 2005. THIS PROPERTY DOES NOT LIE WITHIN A DRINKING WATERSHED. BENCHMARK(g- EXISTING SANITARY SEWER MANHOLE TOP NORTHERNMOST ON SITE = 397.17' WATER SOURCE, 8' ACSA WATERLINE ALONG SOUTH PANTOPS DRIVE. SEWER SERVICE, EXISTING ACSA 24" SANITARY SEWER ON SITE. Zvi_ THIS PROPERTY IS ZONED HC -R15 (HIGHWAY COMMERCIAL & RESIDENTIAL (15 DU /AC)) SE BACKS FRONT YARD - 25' SIDE YARD - 10' REAR YARD - 20' MAXIMUM BUILDING HEIGHT: HEIGHT - 65' QENS1>Y5 15 DU /AC SIDEWALK(S): 5' CONCRETE CURRENT USE, VACANT PROPOSED USE TOWN HOUSE PARKING TABULATION: PARKING REQUIRED: 2.25 PER UNIT - 32 SPACES PARKING PROVIDED: 35 LAND SCHEDULE PRE - DEVELOPMENT (SF) % POST- DEVELOPMENT (SF) % BUILDING(S) 0 0% 11,088 4.76% PAVED 581 0.25% 16,149 6.94% OPEN 48 235 99,75% 2056548 88.30% TOTAL (5.344 AC) 232,785 100% 232,785 100% TOTAL IMPERVIOUS SURFACE : PRE DEVELOPMENT: 0.25% POST DEVELOPMENT: 11.70% TRIP GENERATION: AVERAGE DAILY TRAFFIC = 7 PER DWELLING. 7 X 14 = 98 TRIPS PER DAY (ITE TRIP GENERATION MANUAL) 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 OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES 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 - 7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. GENERAL UTILITY NOTES 1. CONTACT MISS UTIUTIY AT 1(800)552 - 7001 48 HOURS PRIOR TO ANY GRADING OR DIGGING TO HAVE UNDERGROUND UTIUTIIES MARKED. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION. 2. THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITIES HAVE BEEN TAKEN FROM AVAILABLE RECORDS AND ARE SHOWN LAS AN APPROXIMATE REPRESENTATION ONLY. THE OWNER OR ITS REPRESENTATIVE(S) HAVE NOT INDEPENDENTLY VERIFIED THIS INFORMATIONS AS SHOWN ON THE PLANS THE UTILITY INFORMATION SHOWN DOES NOT GUARANTEE THE ACTUAL EXISTENCE, SERVICEABILITY, OR OTHER DATA CONCERNING THE UTIUTES, NOR DOES IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT THAT ARE NOT !SHOWN ON THE PLANS. PRIOR TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS, SIZES, AND ELEVATIONS OF THE POINTS OF CONNECTIONS TO EXISTING U11UTIES AND, SHALL CONFIRM THAT THERE ARE NO INTERFFERENCES WITH EXISTING UTILITIES AND THE PROPOSED UTILITY ROUTES, INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY. 3. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, OR EXISTING CONDITIONS DIFFER FROM THOSSE SHOWN SUCH THAT THE MARK CANNOT BE COMPLETED AS INTENDED, THE LOCATION, ELEVATION, AND SIZE OF THE UTILITY SHALL BE ACCURATrELY DETERMINED WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED IN WRITING TO THE OWNER'S REPRESENTATIVE FORT THE RESOLUTION OF THE CONFLICT AND CONTRACTOR'S FAILURE TO NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBBLIGATIONS FOR ADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICT. 4. ALL HYDRANT LOCATIONS TO BE APPROVED BY THE ALBEMARLE COUNTY FIRE MARSHALL PRIOR TO FINAL APPROVAL BY THiE COUNTY AND ARE TO BE INSTALLED ACCORDING TO ACSA STANDARDS. 56 RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES, WATER VALVE COVERS, GAS GATES, ELECTRIC AND TELEPHONE PULL BCDXES, AND MANHOLES, AND OTHER SUCH ITEMS, ARE APPROXIMATE AND SHALL BE SET/RESET AS FOLLOWS: A. IMPERVIOUS SURFACES: FLUSH B. PERVIOUS SURFACE AREAS: ONE INCH ABOVE SURROUNDING AREA AND TAPER EARTH TO THE RIM ELEVATION. 6. ALL BLASTING REQUIREMENTS TO INSTALL UTILITIES SHALL REQUIRE A PERMIT AND SHALL BE PERFORMED IN ACCORDANCE 'WITH THE ALBEMARLE COUNTY STANDARDS AND THE PROJECT SPECIFICATIONS 7. ALL DRAINAGE STRUCTURE INTERIOR DIAMETERS SHALL BE DETERMINED BY THE MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON THESE PLANS AND LOCAL MUNICIPAL STANDARDS THE MINIMUM MANHOLE DIAMETER SHALL BE 4 FEET. & ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH VOOT SPECIFICATIONS SECTION 302 AND SECTION 232 ALND AS SPECIFIED ON THE DRAWINGS. & THE CONTRACTOR IS REQUIRED TO PERFORM ALL TESTS REQUIRED BY THE COUNTY OR ALBEMARLE COUNTY SERVICE AUTHOORITY TO SECURE ACCEPTANCE OF ALL UTILITIES. 10 ALL CONCRETE USED IN UTILITY CONSTRUCTION SHALL BE 4000 PSI CONCRETE IN ACCORDANCE WITH VDOT SPECIFICATION 'SECTION 217. 11. NO PLANTINGS OR ERECTION OF OTHER OBSTRUCTIONS SHALL BE MADE WITHIN FOUR FEET OF ANY FIRE HYDRANT. 12. ALL UTILITIES TO BE PLACED UNDER EXISTING COUNTY STREETS MUST BE BORED OR JACKED UNLESS SPECIFICALLY APPROWED OTHERWISE OR NOTED ON THE PLANS. 13. WATER METERS SHALL BE LOCATED IN AN ACCESSIBLE LOCATION AND SHALL NOT BE INSTALLED UNDER EXISTING PIPING CLLOSE TO OTHER FACILITIES. 14. FOR UTILITIES INSTALLED UNDER ROADWAYS AND /OR EASEMENTS PLANNED FOR FUTURE ROADWAYS, BACKFILL SHALL BE COMPACTED TO NOT LESS THAN 95% OF MAXIMUM DENSITY; IN ACCORDANCE WITH VDOT SPECIFICATIONS. SECTIONS 523.03, 302, 303. 10. AND 200.02 PER P.F.M. 15. CONTRACTOR IS TO VERIFY THAT ALL UTILITIES I.E., WATER, SEWER, GAS, ELECTRIC, TELEPHONE, CABLE, ETC., ARE IN PLACE PRIOR TO CONSTRUCTION OF SUBBASE AND /OR PAVING. 16. THESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION NTH THIS PLAN SHALL BE IN ACCORDANCE WITH THE CURRRENT APPROVED ALBEMARLE COUNTY SERVICE AUTHORITY'S GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ANY AMENDMENTS THEREOF AND THE STANDARDS AND SPECIFICATIONS OF VDOT. 17. ALL WATERUNES AND SANITARY SE WERUNES SHALL MAINTAIN A 10 FOOT HORIZONTAL SEPARATION OR WHEN CROSSING 187 VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE) IN ACCORDANCE TO VIRGINIA HEALTH DEPARTMENT STANDARDS. 18. PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC, TELEPHONE, CABLE: AND GAS WHICH SERVE THIS FACILITY SHALL BBE LOCATED WITH A MINIMUM 5 FOOT SEPARATION FROM PUBLIC WATERMAINS AND SANITARY SEWER. 19. ELECTRICAL POWER SHALL BE DERIVED FROM BUILDING ELECTRICAL PANELS TO GENERAL SITE LIGHTING IN ACCORDANCE KITH NATIONAL ELECTRIC CODE. 20. ALL PIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO A51W C -76, UNLESS INDICAITED OTHERWISE ON PLANS. 21. ALI CONDENSATE DRAIN AND OTHER PLUMBING CONNECTIONS ARE TO BE INSTALLED ACCORDING TO BOCA NATIONAL PLUMBING CODE. 22.EXISIING MANHOLE FRAMES AND COVERS AND VALVE BOXES AND COVERS TO REMAIN SHALL BE ADJUSTED OR RECONSTRUHCTED, AS NECESSARY, TO PATCH FINISHED GRADES. GENERAL CONSTRUCTION NOTES (PART ONE) 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAAD, A PERM11 SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION MOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. Z ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VOOT UNVLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CDNTROLL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL- VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:11 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED 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 WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. & UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONTRUCTION INCDUSTRY (29 CFR PART 1926). GENERAL CONSTRUCTION NOTES (PART TWO) 1. WORK WITHIN THE LOCAL RIGHTS -OF -WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK WITHIN STATE RIGHTS -OF -WAY SHALL CONFORM TO THE LATEST EDITION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS FORK HIGHWAYS AND BRIDGES. 2. USE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES; USE FILL AND BACKFILL MATERIAL UNDER PARKING AREAS, ROAADS, SIDEWALKS, AND OTHER CONCRETE AND PAVED SURFACES; USE COMMON FILL MATERIAL FOR GENERAL SITE GRADING. PLACE MATERIAL IN 6' LIFTS. 3.COMPACT LAYERS OF FILL TO 95 PERCENT BY MODIFIED PROCTOR METHOD PER ASTM D 1557 BENEATH AND WITHIN 15 FEEET OF BUILDINGS AND BY STANDARD PROCTOR METHOD PER ASTM D 698 BENEATH AND WITHIN 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 69& IF THE DENSITY OF THE ADJACENT SOIL IS MORE THAN THE DENSITY SPECOFIED, THEN COMPACT TO A DENSITY NOT LESS THAN THE DENSITY OF THE ADJACENT SOIL 4. AREAS ON WHICH FILL IS TO BE PLACED SHALL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL SOIL MATERIALS SHALLL BE FREE OF DEBRS, ROOTS, WOOD, SCRAP MATERIAL, VEGETATION, REFUSE, SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR (OBJECTIONAL MATERIALS. THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE -HALF THE LIFT THICKNESS COMMON FILL MATERIAL SHALL BIE UNCLASSIFIED SOIL MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTENDED LOCATIO)N. BACKFILL AND FILL MATERIAL• ASTM D 2487. CLASSIFICATION GW, GP, GM, GC, SW, SP, SM, SC WITH A MAXIMUM ASTM D 4318 LIQUID UNIT OF 35, 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 GW, GP, SW, SP WITH A MAXIMUM OF 10 PERCENT BY WIGHT PASSING ASTM D 1140, NO, 2200 SIEVE. 5.ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING OF THE W /ATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. 6.CUT AND PATCH WORK IN EXIS11NG PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT 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. 8. IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED 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 NOTIFY THE OWNER IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. GENERAL NOTES 1. ACCESSIBLE ROUTES, PARKING SPACES, RAMPS, SIDEWALKS AND WALKWAYS SHALL BE CONSTRUCTED IN CONFORMANCE WIITH THE FEDERAL AMERICANS WITH DISABILITIES ACT AND WITH STATE AND LOCAL LAWS AND REGULATIONS (WHICHEVER ARE MORE STRINGEMT). 2. ALL STAIRS WITH THREE OR MORE RISERS ARE TO HAVE HANDRAILS ON BOTH SIDES. 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 SITES ON THE SUBJECT PROPERTY. 5. PLANTINGS WILL BE PROVIDED WITH MINOR ADJUSTMENTS IN THE FIELD TO ELIMINATE CONFLICTS WITH OTHER STRUCTURAL FEATURES. 6. ALL RETAINING WALLS GREATER THAN FOUR FEET IN HEIGHT SHALL HAVE SAFETY PROTECTION ON TOP. ABAN ABANDON(ED) IF IRON FOUND ADJ ADJUST IS IRON SET APRX APPROXIMATE LOD LIMIT OF DISTURBANCE BFC BOTTOM FACE CURB LF LINEAR FEET BFE BASEMENT FLOOR ELEVATION LT LEFT BM BENCHMARK MAX MAXIMUM BC BUILDING CORNER MIN MINIMUM BOW BOTTOM OF WALL MON MONUMENT CONCRETE BS BOTTOM OF SLOPE NTS NOT TO SCALE CC12 ACCESSIBLE CURB RAMP PRVD PROVIDED CF CUBIC FEET R RADIUS CL CHAIN LINK REQD REQUIRED CONC CONCRETE RT RIGHT CY CUBIC YARDS R/W RIGHT OF WAY C/C CENTER TO CENTER SE SPOT ELEVATION DIA DIAMETER SO SQUARE DC DECK CORNER STA STATION DW DRIVEWAY SW SIDEWALK EC EDGE OF CONCRETE TBA TO BE ABANDONED EP EDGE OF PAVEMENT TBC TOP BACK CURB ES END SECTION TBR TO BE REMOVED EXIST EXISTING TC TOP OF CURB FC FENCE CORNER TRM TO REMAIN FL FENCE LINE TOW TOP OF WALL FFE FINISHED FLOOR ELEVATION TS TOP OF SLOPE FT FUEL TANK TYP TYPICAL GE GROUND ELEVATION WET WETLANDS GR GUARDRAIL WSE WATER SURFACE EDGE UTILITY � � Q ARV AIR RELEASE VALVE LP LIGHT POLE BOA BLOW OFF ASSEMBLY MH MANHOLE CO CLEANOUT MHD MANHOLE (DRAINAGE) CPD TELEVISION PEDESTAL MHE MANHOLE (ELECTRIC) CAN CABLE TELEVISION MHS MANHOLE (SEWER) CMP CORREGATED METAL PIPE MHU MANHOLE (UTILITY) DFC DRAINFIELD CORNER OHE OVERHEAD ELECTRIC DI DROP INLET OHT OVERHEAD TELEPHONE DIP DUCTILE IRON PPE PP POWER POLE ET ELECTRIC TRANSFORMER PVC POLYVINYL CHLORIDE EW END WALL RCP REINFORCED CONCRETE PIPE FH FIRE HYDRANT SAN SANITARY FM FORCE MAIN SCC STORMWATER CONVEYANCE CHANNEL FO FIBER OPTIC TOP TOP ELEVATION FT FUEL TANK TP TELEPHONE POLE GL GAS LINE TPO TELEPHONE PEDESTAL GM GAS METER TSV TAPPING SLEEVE & VALVE GT GREASE TRAP UE UNDERGOUND ELECTRIC GP GUY POLE UP UTILITY POLE GW GUY WIRE UT UNDERGROUND TELEPHONE GV GATE VALVE WL WATER LINE HDPE HIGH DENSITY POLYETHYLENE WM WATER METER INV INVERT WV WATER VALVE - - PROPERTY LINE - - - - ADJACENT PROPERTY LINE - - - - - VACATED PROPERTY LINE BUILDING SETBACK PARKING SETBACK ■ ■ ZONING LINE WA OMM P= LIMITS OF DISTURBANCE FLOODPLAIN LIMIT - ®- UNDISTURBED BUFFER ZONE _- - - EDGE OF GRAVEL ....... ............ ....... ~c EDGE OF PAVEMENT 12' BC - - - - - ROLL TOP = = 2. CG -2 STANDARD 6" CURB �ri. w cGl L CG -3 STANDARD 4" CURB CG- CG -6 COMBINATION 6" CURB & GUTTER tia ? CG -7 x ` -. ... ;,,,,,,,,,,,,,,,,,,,,,,,,,,, 12'TW COMBINATION 4' CURB & GUTTER .._. a . ............" .4 BE BUILDING ENTRANCE E > 4 LD LOADING DOCK 0 BOLLARD ....... -� SIGN ` r r STEEL GUARDRAIL ................ n WOOD GUARDRAIL - - PATH i. ..., /...., /..•,d...,i..... /...e - \�1'1'1"� TREE LINE ................ FENCE BLOCK WALL > - -. RETAINING WALL STREAM / WATER COURSE _.. -.._ .._ - - - - POND 12 - INTERVAL CONTOUR -1 }- 00 INDEX CONTOUR ' €', x 12' TC TOP OF CURB ELEVATION ~c x 12' BC BOTTOM OF CURB ELEVATION ROOF DRAIN x 125 FL FLOW LINE ELEVATION » ".w_ .... . .......... x 12' EOP EDGE OF PAVEMENT ELEVATION 6 "W x 125 SPOT ELEVATION x ` -. ... x 12'TW TOP OF WALL ELEVATION .._. a . ............" x 125 B W BOTTOM OF WALL ELEVATION OHE - OVERHEAD ELECTRIC WIRE TEST PIT LOCATION/BORING LOCATION UNDERGROUND ELECTRIC _- a< --------- - °HT - BENCHMARK _..__ ; _...... " "... - °°T • IRON FOUND -cATV - CABLE TV ...........................:.1 IRON SET ;; : ............. U° UNDERDRAIN =A�... C) STORM SEWER _........... .............. R° ROOF DRAIN - 8••s - SEWER LINE » ".w_ .... . .......... T° TRENCH DRAIN ,wy .............. 6 "W WATER LINE s, ^ ^. -,••F - FIRE PROTECTION LINE :. .. ........... Ws WATER SERVICE LINE .._. a . ............" ° GAS LINE .E OHE - OVERHEAD ELECTRIC WIRE ucE - UNDERGROUND ELECTRIC _- a< --------- - °HT - OVERHEAD TELEPHONE LINE _..__ ; _...... " "... - °°T UNDERGROUND TELEPHONE LINE ,; .._..._...... -cATV - CABLE TV CONTRACTOR'S COORDINATION RESPONSIBILITIES................ ... ............ . "" 1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY /ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS. 2. ANY TIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK AND TO FOLLOW ANY GUIDLELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT. 3. 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 VERIFIY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICTS EXISTS, CONTACT ENGINEER FOR CLARIFICATION AND /OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS//HER OWN RISK. 5. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISTING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN COMPLETED INCLUDING UTILITY POLES. 6. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIIRED BY ALBEMARLE COUNTY CODE. 7. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND DATA FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS. B. CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS, IF A PERMIT EXISTS. o ° PARKING COUNT C) CROSSWALK a rv3 i HANDICAP ACCESSIBLE AISLE ® CG -12 ` ® HANDICAP PARKING cmc O ' VAN- ACCESSIBLE HANDICAP PARKING s, ^ ^. VAN N� L ......................___ a o CONCRETE PAVEMENT / SIDEWALK .c RIPRAP .E ❑ NEW ASPHALT C GRASS W EC -2 BLANKET MATTING 0 EC -3 TYPE A EC -3 TYPE B ...........................:.1 D WETLAND CONTRACTOR'S COORDINATION RESPONSIBILITIES................ ... ............ . "" 1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY /ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS. 2. ANY TIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK AND TO FOLLOW ANY GUIDLELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT. 3. 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 VERIFIY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICTS EXISTS, CONTACT ENGINEER FOR CLARIFICATION AND /OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS//HER OWN RISK. 5. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISTING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN COMPLETED INCLUDING UTILITY POLES. 6. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIIRED BY ALBEMARLE COUNTY CODE. 7. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND DATA FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS. B. CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS, IF A PERMIT EXISTS. ar PLT H 0p' NEAL N. WRIGHT Lic. No. 22402 ks19NAL a O ° W m A .. O DRAIN INLET (DI) AO ® STORM /SANITARY MANHOLE 0 PLUG OR STUB o ` ....../ �/ HEADWALL A m '' o ° SEWER CLEANOUT C) m N N Q a rv3 i FIRE HYDRANT ` ® WATER METER cmc O ' `n v � 0 Y/ N� .0 o - .c LIGHT POLE .E ❑ TRANSFORMER PAD C UTILITY POLE W GUY POLE 0 w U. ar PLT H 0p' NEAL N. WRIGHT Lic. No. 22402 ks19NAL a O ° W m A .. O DRAIN INLET (DI) AO ® STORM /SANITARY MANHOLE 0 PLUG OR STUB o ` ....../ �/ HEADWALL A m '' o ° SEWER CLEANOUT ® WATER VALVE & BOX a rv3 i FIRE HYDRANT ` ® WATER METER O ' WATER WELL s c?V GAS VALVE o GAS METER 0-0 LIGHT POLE •_._ ❑ TRANSFORMER PAD } UTILITY POLE ' GUY POLE MATCHUNE 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 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING, BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. 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 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, IF ANY, AT NO COST TO OWNER. 11. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP), GENERAL CONSTRUCTION PERMIT (GCP) PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION (DCR) UNDER THE JURISDICTION OF THE EPA. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL FILE A GCP NOTICE OF INTENT WITH THE DCR AND PREPARE A STORMWATER PREVENTION PLAN IN ACCORDANCE WITH THE VSMP REGULATIONS. 12. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 1& CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS 14. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, ORDINANCES AND STATUTES. 15. EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL, STATE AND INDIVIDUAL UTILITY COMPANY STANDARDS SPECIFICATIONS, AND DETAILS THE CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE UTILITY REPRESENTATIVES. Z o O ° � U W � a' ra 0 4. /y . t z m 0 w Y U w U U m 0 a m 0 w lz CD d 0 ui INDEX TITLE: C2 SHEET NO: 2 OF 6 DATE: 05.13.10 a rv3 1 CD Hui co w w U. Z W (� W O Q W Ems._, � O � a � O � � Q Lu U Lu O w w a c=n CJ DE PROJECT NO: 10.006E INDEX TITLE: C2 SHEET NO: 2 OF 6 DATE: 05.13.10 ..... ----- - - --------- - - ----- - ------ . . . ..... ............. ------ .......... 7 - - -- ---- - ------ . ..... ------ z -1 ....... ...... V . . ..... ... — - ---- ------ ....... "Y 430 - --------- - ------------ .... . ....... 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MH\ ...-390 '04 - ------ — ------ - — ---- % 116 ".ut=381.69 EX. �M 1'7 ln�- .54 T 12* IS, T vn 0 ut 80 on k TBIR N Nmy TBIR ------------ --- 'N' s ship E �ve d vvv �r 0 0, �j AR 9 W 57 X \A' 4r�ments U Fopm, mg --- - ------ - - -- --- - — - - - --------- - - - --- . . . . . . . ..... ..... . 1110 007 . ......... MEN 1. AMM 0- — - ---- ----- 10 . . . . . . . . . . . . . . .... ...... . . .. ..... .. -Sko 0-h 0 . . . . . ......... . ..... . ..... ... :x. .... . . ....... :0 Ilk 0 . . . . . . . . . . . . . . . . .... ... ---- - -- 01 0, 0 . . . . . . . . . . 0 , 20, Setboc� If 0 0 0 0 0 0 )?iver ......... ... i. �, 0 V 0 0 0 30 0 30 60 90 SCALE: 1 30' Mc,',' . 2 C 0 C\j m C C — m E c: 0 NEAL N. WRIGHT Lic. No. 22402 A, IONAL z UJI UJI z pq uj z CD U) CD �4 Cq cc 6i Z z C) u, Cd I I I I E-I C:) C) CD E-I E-I >I CD T, E-I E-I W 0 W W a. (1) DE PROJECT NO: 10.0068 INDEX TITLE: C 3 SHEET NO: 3 OF 6 DATE: 05.13.10