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Home My WebLink AboutSDP200800168 Plan - Approved 2009-04-28MINOR SITE PLAN AMENDMENT FOR BURTON REALTY TM 32C PARCEL 1 A DB 1640 PG 266 RIO DISTRICT, ALBEMARLE COUNTY, VIRGINIA TM 32 PAR 17A ARB INVESTMENTS, LLC. ! DB 2660 PC 118 / ZONED: LI USE: OFFICES I TM 32 PAR 17E6 WWW ELECTRONICS, LLC. DB 1624 PC 346 ZONED: LI Delta Chord Chord Rear. USE: INDUSTRIAL Curve Radius I Tangent Length J �NNID� C1 229.85 45.10 89.06 2212 01 88.50' N 08'23 TM 32C PAR 1 MARILYN B. LUTZ TRUSTEE ETAL & ROBERT O. BURTON JR. & EARL H. BURTON DB 3457 PC 434 ZONED: R4 USE: VACANT sT Rr scs ... AIl�+pORT A'04d 7 70 • S69 4$ 0j E 81, OJ' I ,� gRKiNG SFS W 30• AGK rn eUIL07N G Sere s AGK 20 TM 32C PAR 1A EARL H. BURTON DB 1640 PC 266 0.46 ACRES ZONED: CO—EC USE: REALTY OFFICE PARKING I TM 32C CIR 1 BLK C PAR 1 I ROBERT ALLEN SHIFFLETT WB 113 PC 063 ZONED: R4 USE: RESIDENTIAL TM 32 PAR 41E AIRPORT ROAD OFFICE PLAZA, LLC. DB 3464 PC 267 ZONED: CO USE: VACANT W Cl COVER SHEET C2 GENERAL NOTES & LEGEND C3 EXISTING CONDITIONS/DEMO PLAN C4 SITE PLAN & DETAILS C5 LANDSCAPE PLAN OWNER/DEVELOPER: EARL H. BURTON P.O. BOX 4732 CHARLOTTESVILLE, VA 22905 DESCRIPTION OF PROPOSAL: The purpose of this amendement is to add a dumpster pad and wooden fence enclosure. Two planting islands will be removed. Two handicap spaces will be relocated. Three medium shade trees will be added to the north end of the parking lot to screenF�C4�1) the proposed dumpster pad. CURENT DEVELOPMENT PLANNER CURRENT DEVELOPMENT ENGINEER ALBEMARLE COUNTY SERVICE AUTHORITY ARCHITECTURAL REVIEW BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORATION L'�'IIIII )THY RAY MILLER Lic, 3 . No. d 305429 K G� SIONAL EN r m w U 2 U z M U m w CD s a U 3 q wl I N LL Ci RE PROJECT NO: INDEX TITLE: C1 NO 1 OF 5 11/03/08 - J �NNID� s>� O 61 � r s y�vv O O N� W —u Two handicap spaces will be relocated. Three medium shade trees will be added to the north end of the parking lot to screenF�C4�1) the proposed dumpster pad. CURENT DEVELOPMENT PLANNER CURRENT DEVELOPMENT ENGINEER ALBEMARLE COUNTY SERVICE AUTHORITY ARCHITECTURAL REVIEW BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORATION L'�'IIIII )THY RAY MILLER Lic, 3 . No. d 305429 K G� SIONAL EN r m w U 2 U z M U m w CD s a U 3 q wl I N LL Ci RE PROJECT NO: INDEX TITLE: C1 NO 1 OF 5 11/03/08 SITE DATA & GENERAL NOTES ABBREVIATIONS LEGEND GENERAL UTILITY NOTES GENERAL EXIST NEW DESCRIPTION EXIST NEW DESCRIPTION SITE DATA x OWNER/DEVELOPER- EARL H. BURTON ---"--_"- P.O. BOX 4732 1. CONTACT MISS UTIUTIY AT 1(500)552-7001 48 HOURS PRIOR TO ANY GRADING OR DIGGING TO HAVE UNDERGROUND UTIUTIES MARKED. THE CHARLOTTESVILLE, VA 22905 ABANDON(ED) LEGAL REFERENCE, TAX MAP 32C, PARCEL NO. 1A , DEED BOOK 1640 & PAGE NUMBER 266 IRON FOUND MAGISTERIAL DISTRICT: RIO BUILDING SETBACK soLjgcr OF BOUNDARY SURVEJ, PUTS OF RECORD. OB 2220 PG 163 -�- SOUR OF�APHY, 2' CONTOURS GENERATED FROM A FIELD SURVEY BY DOMINION DEVELOPMENT RESOURCES, U.C. - OCTOBER 6, 2006 SATISFACTION. THIS PROPERTY IS LOCATED IN ZONE X AS SHOWN ON FEDERAL EMERGENCY MANAGEMENT AGENCY. ADJUST -FLOOD INSURANCE RATE MAP NUMBER: 51003001400, DATED: 02/04/05 IRON SET BENCHMARK(S1: ON NORTHWEST CORNER OF EXISTING 0I-7, ELEV = 596.26 APRX WATER SOURCE: ALBEMARLE COUNTY SERVICE AUTHORITY LOD SEWER SERMCE: ALBEMARLE COUNTY SERVICE AUTHORITY REPRESENTATION ONLY. THE OWNER OR ITS REPRESENTATIVE(S) HAVE NOT INDEPENDENTLY VERIFIED THIS INFMA71ONS AS SHOWN ON THE THIS PROPERTY IS ZONED CD -EC COMMERCIAL OFFICE, ENTRANCE CORRIDOR, AIRPORT OVERLAY BOTTOM OF WALL ELEVATION SETBACKS' FRONT YARD SDE YARD REAR YARD RESIDENTIAL EDGE OF GRAVEL BUILDING 30 N/A N/A 50 BFC PARKING 10 N/A N/A 20 LF RESIDENTIAL 20 UNDISTURBED BUFFER FROM RESIDENTIAL ZONING UTILITIES, NOR DOES IT GUARANTEE AGAINST THE PGSSBIUTY THAT ADDITIONAL UTILITIES MAY BE PRESENT THAT ARE NOT 94OWN ON THE PLANS MAXIMUM SIDING HEIGHT, COMMERCIAL ZONING: 35' EXISTING BOLDING HEIGHT: 28' CG -2 SDEX R - C - 4000 PSI CONCRETE ;G-3 __...-...._._. CURRENT USE: OFFICE BFE PROPOSED USE: OFFICE LT PARKING SCHEDULE - OFFICE = 1 PER 200 NET SF. 3.984 SF w 0.80 = 3,167 SF/200 = 16 REQUIRED SPACES AND ELEVATIONS OF THE POINTS OF CONNECTIONS TO EXISTING UTILITIES AND, SHALL CONFIRM THAT THERE ARE NO INTERFERENCES NTH EXISTING SPACES REQUIRED: SPACES PROVIDED: WETLAND HANDICAP 1 1 REGULAR 15 15 SM LAND SCHEDULE PRE -DEVELOPMENT (SF) % POST -DEVELOPMENT (S) % BUILDING(S) 1,970 10.1 1,970 101 PAVED 6,966 35.9 7,170 540 10.293 36.9 53.0 OPEN 10.497 TOTAL 19,433 (.45 Aa) 100% 19,433 (.45 AM) 1DO% CONTRACTOR'S COORDINATION RESPONSIBILITIES 1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION O THEE PLANS 2. ANY TIME WORK IS PERFORMED OFF-STE OR WTHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE O PROPOSED WORK AND TO FOLLOW ANY GUIgIIINES OR STANDARDS WHICH ARE ASSOCIATED NTH OR REFERENCED IN THE RECORDED EASEMENT. & THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS O PERMISSION, ETC, ARE RECORDED/OBTAINED PRIOR TO THE START O ANY CONSTRUCTION. 4. CONTRACTOR TO VERITY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICTS EXISTS, CONTACT ENGINEER FOR CLARIFICATION AND/OTR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS/HER OWN RISK. & THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION O ALL EXISTING UTUTES IN CONFUCT NTH PROPOSED WORK HAS BEEN COMPLETED INCLUDING UTIUTY POUM 6. CONTRACTOR SHALL COMPLY NTH FENCING AND TREE PRESERVATION SIGNAGE REQUIRED 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 NTH THE PAPER COPES OF THE PLANS AND SPECIFICATIONS THAT ARE SUPPLIED AS PART O TIE CONTRACT OOCOEHTS & CONTRACTOR SHALL COMPLY NTH ALL WETLAND PERMIT REQUIREMENTS, IF A PERMIT EXISTS 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING, BUT NOT LIMITED 70. ALL UTIUTIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REWIRED. ALL WORK SHALL BE IN ACCORDANCE WTH 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 WTHIN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP), GENERAL CONSTRUCTION PERMIT (CCP) PROGRAM AS ADMINISTERED BY THE MRGNIA DEPARTMENT O CONSERVATION AND RECREATION (DCR) UNDER THE JURISDICTION OF THE EPA PRIOR TO THE START O CONSTRUCTION, THE CONTRACTOR SHALL FILE A GW NOTICE OF INTENT NTH THE DCR AND PREPARE A STORMWATER PREVENTION RAN IN ACCORDANCE WTH THE VSHP REGULATIONS. 12. CONTRACTOR SHALL COORDINATE WTH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE NTH OSHA STANDARDS AND LOCAL REQUIREMENTS. 14. CONTRACTOR SHALL DISPOSE O DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, ORDINANCES AND STATUTES 15. EXISTING UTIUTIES SHALL BE TERMINATED. UNLESS OTHERWISE NOTED, IN CONFORMANCE NTH LOCAL, STATE AND INDIADUAL UTILITY COMPANY STANDARDS SPECIFICATIONS, AND DETAILS. THE CONTRACTOR SHALL COORDINATE UTIUTY SERVICE DISCONNECTS NTH THE UTIUTY REPRESENTATIVES. 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 O THE WORK. 2. THE LOCATION OF EXISTING UTIUTIES ACROSS THE UNE O THE PROPOSED WORK ARE NOT NECESSARILY SHOW 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 WTH THE CURRENT EDITION O 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). & ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM O 3 FEET O COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE O PIPE THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER UNE$ ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. S. VALVES ON DEADEND LINES SHALL BE HOODED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION O THE UNE MATERIALS THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE-HALF THE UFT TNRHESS. COMMON FILL MATERIAL SHALL BE UNWANJ ED SIL MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOL DENSITY SPEWED RIR THE INTENDED LOCATION. BACKFILL AND RLL MATERIAL: ASTM D 2497. CLASSITCATION ON, GP, GIM, GC, SW, SP, SM, SC WITH A MAXIMUM ASTM D 4318 UQUD LIMIT O 35, MAXIMUM ASAI D 4318 PLASTICITY INDEX O 12, AND MAXIMUM O 25 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. SELECT MATERIAL /SNI D 2487, CLASSFICA110N GW. GP, SW, SP NTH A MAXIMUM O 10 PERCENT BY WIGHT PASSING ASTM 0 1140, NO. 200 SIEVE. &AL FNM GRADING, SEEDING AND SODING SHALL BE DONE IN SUCH A MANNER TO PRELUDE THE PONDING O THE WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. B.CUT AND PATCH WORK IN EXISTING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE NTH VDOT AND ALBEMARLE COUNTY STANDARDS AND SSECFlCATNMS. 7.AIL EXISTING CURB AND GUTTER ALONG THE FRONTAGE O THIS SITE IN POOR CONDITION OR DAMAGED DURING CONSTRUCTION SHALL BE REMOVED AND REPLACED TO THE STANDARDS AND SPECIFICATIONS O ALBEMARLE COUNTY. &N THE EVENT THAT SUSPECTED CONTAMINATED SOL. GROUNDWATER, AND OTHER MEDIA ARE ENCOUNTERED WRING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY, OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE VICINITY O THE SUSPECT MATERIAL TO AVOID FURTHER SPREADING O 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 WTH THE FEDERAL AMERICANS NTH OISABILOIES ACT AND NTH STATE AND LOCAL LAWS AND REGULATIONS (WHICHEVER ARE MORE STRINGENT). 2. ALL STAIRS NTH THREE OR MORE RISERS ARE TO HAVE HANDRAILS ON BOTH SIDES I SIDEWALKS ADJACENT TO PARKING SHALL HAVE A MINIMUM WIDTH OF 6 FEET. 4. TO THE BEST O OUR BELIEF AND KNOWLEDGE, THERE ARE NO KNOWN GRAVE SITES ON THE SU&ECT PROPERTY. S PLANTINGS WILL BE PROVIDED WITH MINOR ADJUSTMENTS IN THE FIELD TO ELIMINATE CONFLICTS NTH OTHER STRUCTURAL FEATURES. x PROPERTY UNE ---"--_"- ---- 1. CONTACT MISS UTIUTIY AT 1(500)552-7001 48 HOURS PRIOR TO ANY GRADING OR DIGGING TO HAVE UNDERGROUND UTIUTIES MARKED. THE ABAN ABANDON(ED) IF IRON FOUND CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF RPE AND SERVICES TO HIS OWN BUILDING SETBACK p? -�- PARKING SETBACK SATISFACTION. ADJ ADJUST IS IRON SET 2 THE LOCATIONS, SZES, AND TYPES OF EXISTING UTILITIES HAYS BEEN TAKEN FROM AVAILABLE RECORDS AND ARE SHOWN AS AN APPROXIMATE APRX APPROXIMATE LOD LIMIT OF DISTURBANCE REPRESENTATION ONLY. THE OWNER OR ITS REPRESENTATIVE(S) HAVE NOT INDEPENDENTLY VERIFIED THIS INFMA71ONS AS SHOWN ON THE UNDISTURBED BUFFER ZONE BOTTOM OF WALL ELEVATION - - EDGE OF GRAVEL PLANS. THE UTILITY INFORMATION SHONN DOES NOT GUARANTEE THE ACTUAL EXISTENCE, SERVICEABILITY, OR OTHER DATA CONCERNING THE BFC BOTTOM FACE CURB LF UNEAR FEET UTILITIES, NOR DOES IT GUARANTEE AGAINST THE PGSSBIUTY THAT ADDITIONAL UTILITIES MAY BE PRESENT THAT ARE NOT 94OWN ON THE PLANS _- �G-^.•-;•2-_--^- CG -2 STANDARD 6- CURB ;G-3 __...-...._._. PRIOR TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS, SIOM BFE BASEMENT FLOOR ELEVATION LT LEFT AND ELEVATIONS OF THE POINTS OF CONNECTIONS TO EXISTING UTILITIES AND, SHALL CONFIRM THAT THERE ARE NO INTERFERENCES NTH EXISTING CG -7 WETLAND -----_•- UTILITIES AND THE PROPOSED UTIUTY ROUTES, INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY. SM BENCHMARK MAX MAXIMUM 3. WHERE AN EIISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPSED WORK, OR EXISTING CONDITIONS DRIER FROM THOSE SHOWN SUCH THAT LOADING DOCK BOLLARD THE WORK CANNOT BE COMPLETED AS INTENDED, THE LOCATION, ELEVATION, AND SIZE OF THE UTIUTY SHALL BE ACCURATELY DETERMINED BC BUILDING CORNIER MIN MINIMUM WITHOUT DRAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED IN WRITING TO THE OWNER'S REPRESENTATIVE FOR THE RESOLUTION OF T ..,,,,,, .... r r STEEL GUARDRAIL i- -- THE CONFLICT AND CONTRACTORS FAILURE TO NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR BOW BOTTOM O WALL MON MONUMENT CONCRETE ADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICT. ............ ::........... TREE UNE ___..._._..__ GAS LINE FENCE BS BOTTOM OF SLOPE NTS NOT TO SCALE 4. ALL HYDRANT LOCATIONS TO BE APPROVED BY THE ALBEMARLE COUNTY FIRE MARSHALL PRIOR TO FINAL APPROVAL BY THE COUNTY AND ARE TO RETAINING WALL UNDERGROUND ELECTRIC -P+-- STREAM / WATER COURSE BE INSTALLED ACCORDING TO COUNTY STANDARDS CG12 ACCESSIBLE CIIRB RAMP PRVD PROVIDED 5. RN ELEVATIONS FOR DRAN AND SEWER MANHOLES WATER VALVE COVERS, GAS GATES, ELECTRIC AND TELEPHONE PULL BOXES, AND MANHOLES, CP CUBIC FEET R RADIUS AND OTHER SUCH ITEMS, ARE APPROXIMATE AND SHALL BE SET/RESET AS FOLLOWS: ti DRAIN INLET (DI) CL GRAIN LINK RECO REWIRED A IMPERVIOUS SURFACES: FLUSH STORM/SANITARY MANHOLE B. PERVIOUS SURFACE AREAS ONE INCH ABOVE SURROUNDING AREA NO TAPER EARTH TO THE RM ELEVATION. CONIC CONCRETE RT RIGHT 6. ALL BLASTING REQUIREMENTS TO INSTALL UTIUTIES SHALL REQUIRE A PERMIT AND SHALL BE PERFORMED IN ACCORDANCE WITH THE ALBEMARLE 0 o SEWER CLEANOUT COUNTY STANDARDS AND THE PROJECT SPECIFICATIONS CY PUBIC YARDS R/W RIGHT OF WAY 7. ALL DRAINAGE STRUCTURE INTERIOR DIAMETERS SHALL BE DETERMINED BY THE MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON C/C CENTER TO CENTER SE SPOT ELEVATION THESE PUNS AND LOCAL MUNICIPAL STANDARDS THE MINIMUM MANHOLE DIAMETER SHALL BE 4 FEET. FIRE HYDRANT ® WATER METER DIA DIAMETER SQ SQUARE & ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT SPECIFICATIONS SECTION 302 AND SECTION 232 AND AS SPECIFIED ON GAS VALVE " THE DRAWNGS. DC DECK CORNERH STA STATION 9. THE CONTRACTOR IS REQUIRED TO PERFORM ALL TESTS REQUIRED BY THE COUNTY OR ALBEMARLE COUNTY SERVICE AUTHORITY TO SECURE ACCEPTANCE O ALL UTUIIES DW DRIVEWAY SW SIDEWALK 10 ALL CONCRETE USED IN UTNUTY CONSTRUCTION SHALL BE 4000 PSI CONCRETE IN ACCORDANCE WITH COOT SPECIFICATIDN SECTION 217. EC EDGE OF CONCRETE TBA TO BE ABANDONED 11. NO PLANTINGS OR ERECTION OF OTHER OBSTRUCTIONS SHALL BE MADE WTHIN FOUR FEET OF ANY FRE HYDRANT. EP EDGE OF POOENT TBC TOP BACK CURB 12. ALL UTILITIES TO BE PLACED UNDER EXISTING COUNTY STREETS MUST BE BORED OR JACKED UNLESS SPECIFICALLY APPROVED OTHERWISE OR ES END SECTION TBR TO BE REMOVED NOTED A THE PLANS 13. WATER METERS SHALL BE LOCATED IN AN ACCESSIBLE LOCATION AND SHALL NOT BE INSTALLED UNDER EXISTING PIPING CLOSE TO OTHER EXIST EXISTING TC TOP OF CURB FAC61TIES. FC FENCE CORNETR TRM TO REMAIN 14. FOR UTIUTIES INSTALLED UNDER ROADWAYS AND/OR EASEMENTS PLANNED FOR FUTURE ROADWAYS, BACKFLL SHALL BE COMPACTED TO NOT LESS THAN 95% O MAXIMUM DENSITY; IN ACCORDANCE NTH WOT SPECIFICATIONS SECTIONS 52103, 302, 303.10, AND 200.02 PER P.F.M. FL FENCE LINE TOW TOP OF WALL 15. CONTRACTOR IS TO VERIFY THAT ALL UTILITIES I.E., WATER, SEWER GAS. ELECTRIC, TELEPHONE, CABLE, ETC, ARE IN PLACE PRIOR TO FFE FINISHED ROCOR ELEVATION TS TOP OF SLOPE CONSTRUCTION GE SUBBASE AND/OR PAYING. FF FUEL TANK TYP TYPICAL 16. THESE PUNS AND PROFILES AND AL THE NEW CONSTRUCTION NTH THIS PLAN SHALL BE IN ACCORDANCE NTH THE CURRENT APPROVED ALBEMARLE COUNTY SERVICE AUTHORTIYS GENERA. WATER AND SEWER CONSTRUCTION SPECIFICATIONS . ANY AMENDMENTS THEREOF AND THE GE GROUND ELEVJATON WET WETLANDS STANDARDS AND SPECIFICATIONS OF VDOT. GR GUARDRAIL WSE WATER SURFACE EDGE 17. ALL WATERLINES AND SANITARY SEWIRUNFS STALL MAINTAIN A 10 FOOT HORIZONTAL SEPARATION OR WHEN CROSSING 18' VERTICAL CLEARANCE (OUTSIDE EDGE O PIPE TO OUTSIDE EDGE OF PPE) N ACCORDANCE TO VIRGINIA HEALTH DEPARTMENT STANDARDS. UTILITY 1& PROPOSE UNDERGROUND UTILITIES SUCH AS ELECTRIC, TELEPHONE, CABLE, AND GAS WHICH SERVE REDS FAGUtt STALL BE LOCATED WITH A MINIMUM 5 FOOT SEPARATION FROM PUBLIC WATERMANS AND SANITARY SEWER. ARV AIR RELEASE WAVE LP LIGHT POLE 19. ELECTRICAL POWER SHALL BE DERIVED FROM BUIDUNG ELECTRICAL PANELS TO GENERAL STE UGHEING IN ACORDINCE WITH NATIONAL ELECTRIC BOA BLOW OFF ASSEMBLY MH MANHOLE CODE. 20. ALL PIPES SHOWN AS RLP ON PEDIS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM, C-76, UNLESS INDICATED OTHERWISE ON CO CLEANOUT MHO MANHOLE (DRAINAGE) PLANS CPD TELEVISON PEDESTAL MHE MANHOLE (ELECTRIC) G CAN 21. ALL CONDENSATE DRAIN AND OTHER PLUMBING COINECRONS ARE TO BE INSTALLED ACCORDING TO BCCA NATIONAL PLUMBINGE. CAN CABLE TEL.EV99ON MHS MANHOLE (SEWER) 22IXISTING MANHOLEFRAMES AND COVERS AND VALVE BOSS AND COVERS TO REMAIN SHALL BE ADJUSTED OR RECONSTRUCTED, AS NECESSARY, TO MATCH FINISHED GRADES. CMP CORREGATED METAL PPE MHU MANHOLE (UTILITY) GENERAL CONSTRUCTION NOTES (PART ONE) DFC DRAINFIELD COD NER OHE OVERHEAD ELECTRIC 1. PRIOR TO ANY CONSTRUCTION WTHIN ANY EXISTING PUBLIC RIGHT -O -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE DI DROP INLET OHT OVERHEAD TELEPHONE OBTAINED FROM THE VIRQMA DEPARTMENT O TRANSPORTATION (COOT). THIS PAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REOUIREMENTS O THE PERMIT. WERE ANY DISCREPANCIES OCCIR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. DIP DUCTILE IRON I PPE PP POWER POLE 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT S'EORCATWNS AND STANDARDS GE VDOT UNLESS OTHERWISE NOTED, ET ELECTRIC TRANWSFORMER PVC POLYVINYL CHLORIDE & EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED N ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SMALL BE INSTALLED PRIOR TO ANY CLEARINy GRADING OR OTHER CONSTRUCTION. EW END WALL RCP REINFORCED CONCRETE PIPE 4 ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. FH FIRE HYDRMT ' SAN SANITARY 5. THE MAXIMUM ALLOWABLE SLOPE IS 21 (HORIZONTAL VER TICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES O 3:1 OR BETTER ARE TO BE FM FORCE MAIN SCC STORMWATER CONVEYANCE CHANNEL ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT UNED DITCH MAY BE REQUIRED WHEN IN THE OPINION O THE COUNTY ENGINEER OR DESIGNEE, IT IS FO FIBER OPTIC NP TOP ELEVATION THEMED NECESSARY IN ODER TO STABILIZE A DRAINAGE CHANNEL. FT FUEL TANK TP TELEPHONE POLE 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES GL GAS LINE Epp TELEPHONE PEDESTAL & UMESS OTHERWISE NOTED ALL CONCRETE PPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. GM GAS METER TSV TAPPING SIEVE & VALVE 9. AL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY NTH OSHA STANDARDS FOR THE CONTRUCTON INDUSTRY (29 CFR PART 1928) GT GREASE TRAP UE UNDERCOUND ELECTRIC GENERAL CONSTRUCTION NOTES (PART TWO) GP GUY POLE UP UTILITY POLE 1. NRK WITHIN THE LOCAL RIGHTS-OF-WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK WTHIN STATE RIGHTS-OF-WAY SHALL GW WY WERE UT UNDERGROUND TELEPHONE CONFORM TO THE LATEST EDITION OF THE VIRGINIA DEPARTMENT O TRANSPORTATION STANDARDS AND SPECIFICATIONS FOR HIGHWAYS AND BUDGES. GV GATE VALVE WL WATER LINE IUSE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES; USE FILL AND BACNFIIL MATERIAL UNDER PARKING AREAS, ROADS, SIDEWALKS HDPE HIGH DENSITY POLYETHYLENE WM WATER METER AND ODER CONCRETE AND PAVED SURFACES; USE COMMON FILL MATERIAL FOR GENERAL STE GRADING. PLACE MATERIAL IN 6' UFTS. &COMPACT LAYERS OF FILL TO 95 PERCENT BY MODIFIED PROCTOR METHOD PER ASM D 1557 BENEATH AND WITHIN 15 FEET O BUILDINGS INV INVERT Wry WATER VALVE AND BY STANDARD PROCTOR METHOD PER ASTM D 698 BENEATH AND WTHIN DETENTION POND EMBANKMENTS, PAVEMENTS, WAILS, AND ROAD SIWIDERS, INCLUDING REAS THAT MAY BE USED FOR FUTURE CONSTRUCTION. IN OTHER UNPAVED AREAS, COMPACT 90 PERCENT BY STANDAR PROCTOR METHOD PER ASM D 69& IF THE DENSITY O TIE ADJACENT SOIL IS MORE THAN THE DENSITY SPEWED, THEN COMPACT TO A DENSITY NOT LESS THAN THE DENS" O THE ADJACENT SOL MATERIALS THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE-HALF THE UFT TNRHESS. COMMON FILL MATERIAL SHALL BE UNWANJ ED SIL MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOL DENSITY SPEWED RIR THE INTENDED LOCATION. BACKFILL AND RLL MATERIAL: ASTM D 2497. CLASSITCATION ON, GP, GIM, GC, SW, SP, SM, SC WITH A MAXIMUM ASTM D 4318 UQUD LIMIT O 35, MAXIMUM ASAI D 4318 PLASTICITY INDEX O 12, AND MAXIMUM O 25 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. SELECT MATERIAL /SNI D 2487, CLASSFICA110N GW. GP, SW, SP NTH A MAXIMUM O 10 PERCENT BY WIGHT PASSING ASTM 0 1140, NO. 200 SIEVE. &AL FNM GRADING, SEEDING AND SODING SHALL BE DONE IN SUCH A MANNER TO PRELUDE THE PONDING O THE WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. B.CUT AND PATCH WORK IN EXISTING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE NTH VDOT AND ALBEMARLE COUNTY STANDARDS AND SSECFlCATNMS. 7.AIL EXISTING CURB AND GUTTER ALONG THE FRONTAGE O THIS SITE IN POOR CONDITION OR DAMAGED DURING CONSTRUCTION SHALL BE REMOVED AND REPLACED TO THE STANDARDS AND SPECIFICATIONS O ALBEMARLE COUNTY. &N THE EVENT THAT SUSPECTED CONTAMINATED SOL. GROUNDWATER, AND OTHER MEDIA ARE ENCOUNTERED WRING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY, OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE VICINITY O THE SUSPECT MATERIAL TO AVOID FURTHER SPREADING O 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 WTH THE FEDERAL AMERICANS NTH OISABILOIES ACT AND NTH STATE AND LOCAL LAWS AND REGULATIONS (WHICHEVER ARE MORE STRINGENT). 2. ALL STAIRS NTH THREE OR MORE RISERS ARE TO HAVE HANDRAILS ON BOTH SIDES I SIDEWALKS ADJACENT TO PARKING SHALL HAVE A MINIMUM WIDTH OF 6 FEET. 4. TO THE BEST O OUR BELIEF AND KNOWLEDGE, THERE ARE NO KNOWN GRAVE SITES ON THE SU&ECT PROPERTY. S PLANTINGS WILL BE PROVIDED WITH MINOR ADJUSTMENTS IN THE FIELD TO ELIMINATE CONFLICTS NTH OTHER STRUCTURAL FEATURES. .._.._..-.__..._-. ---- SANITARY EASEMENT ---------- --•-- GRADING EASEMENT --- -- DRAINAGE EASEMENT -- - - UTIUTY EASEMENT ------- --- WATER EASEMENT ACCESS EASEMENT STORM DRAINAGE EASEMENT x 16`m x PROPERTY UNE ---"--_"- ---- ADJACENT PROPERTY UNE 12'BC ----- VACATED PROPERTY LINE z ❑ BUILDING SETBACK p? -�- PARKING SETBACK o ffi _ • • ZONING LINE •... SPOT ELEVATION UMITS OF DISTURBANCE VAN VAN FLOODPLAIN UNIT x %8 avv -®- UNDISTURBED BUFFER ZONE BOTTOM OF WALL ELEVATION - - EDGE OF GRAVEL ---- ---- -- TEST PIT LOCATION/BORING LOCATION EDGE OF PAVEMENT :.:..::......... ----- ROLL TOP _- �G-^.•-;•2-_--^- CG -2 STANDARD 6- CURB ;G-3 __...-...._._. GG -3 - STANDARD 4' CURB CG -5 CG -5 COMBINATION 6' CURB & GUTTER GG...7_.......- CG -7 WETLAND -----_•- COMBINATION 4' CURB & GUTTER STORM SEWER ----w; ------ BUILDING ENTRANCE ,4 Lo N� LOADING DOCK BOLLARD -- - m - --i - T SIGN T ..,,,,,, .... r r STEEL GUARDRAIL i- -- n WOOD GUARDRAIL ... .. .-.... - - - PATH WATER SERVICE LINE ............ ::........... TREE UNE ___..._._..__ GAS LINE FENCE CIYIX,ISSYTwTJ ( BLOCK WALL ----'-a ---- - RETAINING WALL UNDERGROUND ELECTRIC -P+-- STREAM / WATER COURSE --_.-_- -._--- POND ........-... 312-......... - 12 - INTERVAL CONTOUR ......-_. 300------ -DD- INDEX CONTOUR .._.._..-.__..._-. ---- SANITARY EASEMENT ---------- --•-- GRADING EASEMENT --- -- DRAINAGE EASEMENT -- - - UTIUTY EASEMENT ------- --- WATER EASEMENT ACCESS EASEMENT STORM DRAINAGE EASEMENT x 16`m x PARKING COUNT TOP OF CURB ELEVATION x 16'BG CROSSWALK 12'BC BOTTOM OF CURB ELEVATION HANDICAP ACCESSIBLE AISLE z ®LL CG -12 p? C� HANDICAP PARKING EDGE OF PAVEMENT ELEVATION I 9' VAN HANDICAP PARKING 12' SPOT ELEVATION -ACCESSIBLE VAN VAN TOP OF WALL ELEVATION x %8 avv z CONCRETE PAVEMENT / SIDEWALK - BOTTOM OF WALL ELEVATION 69 RIPRAP .- ..... .,,., TEST PIT LOCATION/BORING LOCATION NEW ASPHALT Q O GRASS 3. REFER TO LANDSCAPE SHEET FOR ADDITIONAL SYMBOLS � EC -2 BLANKET MATTING IRON FOUND EC -3 TYPE A IRON SET EC -3 TYPE B . D WETLAND .._.._..-.__..._-. ---- SANITARY EASEMENT ---------- --•-- GRADING EASEMENT --- -- DRAINAGE EASEMENT -- - - UTIUTY EASEMENT ------- --- WATER EASEMENT ACCESS EASEMENT STORM DRAINAGE EASEMENT x 16`m x 12' TC TOP OF CURB ELEVATION x 16'BG x 12'BC BOTTOM OF CURB ELEVATION x Xo''FL z 12' FL FLOW LINE ELEVATION x 15'E:GP'r' x 12' EDP EDGE OF PAVEMENT ELEVATION I 9' x 12' SPOT ELEVATION x 'c''I'W z If TIN TOP OF WALL ELEVATION x %8 avv z 12'BW BOTTOM OF WALL ELEVATION 69 SVG 61 TEST PIT LOCATION/BORING LOCATION 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. Q >- BENCHMARK 3. REFER TO LANDSCAPE SHEET FOR ADDITIONAL SYMBOLS � • IRON FOUND IRON SET -- •- -- - on - UNDERDRAIN -----_•- STORM SEWER ----w; ------ Ac - ROOF DRAIN SEWER UNE -- - m - TRENCH DRAIN --e'a-- -Vw WATER LINE FIRE PROTECTION UNE -- us ---- a - Os - WATER SERVICE LINE ............ ::........... - c - GAS LINE E OVERHEAD ELECTRIC WIRE ----'-a ---- - - ca - UNDERGROUND ELECTRIC -P+-- -�*- OVERHEAD TELEPHONE UNE 111Yy Fw UNDERGROUND TELEPHONE UNE FC) - „- CABLE TV ti DRAIN INLET (DI) STORM/SANITARY MANHOLE PLUG OR SNB HEADWALL 0 o SEWER CLEANOUT • ® WATER VALVE & BOX Y FIRE HYDRANT ® WATER METER c o WATER WELL GAS VALVE " a GAS METER V )THY RAY MILLER Lic. No. 30542 y1 -3-o9 w 1r m w U x U m w 0 •-a LIGHT POLE ❑ TRANSFORMER PAD ggw -w- UTILITY POLE ` J O LL � GUY POLE MATCHUNE � J > O c 7 +s+u,YY CO N -u O U C >� i O•N GIT / /m 4 .. W E- Z" 6p SVG V )THY RAY MILLER Lic. No. 30542 y1 -3-o9 w 1r m w U x U m w 0 •-a LIGHT POLE ❑ TRANSFORMER PAD ggw -w- UTILITY POLE ` J O LL � GUY POLE MATCHUNE C i NOTES: W E- Z" 1. 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. ES 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. Q >- 0 3. REFER TO LANDSCAPE SHEET FOR ADDITIONAL SYMBOLS � a U w pq O a H CD E - E- Q 111Yy Fw � FC) 0-H ti DDR PROJECT NO: INDEX TITLE: T C2 SHEET NO: 2 OF 5 11/03/08 St d Rt Exist. p Exist. 5' kor - .� 649 Concrete Sidewalk �V/dt q /rp Ort l �/yO°a 14 �G / 10,oPARkIIVG gfT 0 Ck 6 p d Exist- 30'� Lighted Sign BU/CO/Benchmark NGS Corner of \6 ACk Exist DI -7 LS° Elev. = 598.26 + + + GQ Exist. DI -7 + + +O + 1h + + •e'�• 1 VDOT STD. CG -12 DETAIL + F'*Y C'L� HOT -TO SCALE_ ..............._...._.. OLS + io Exist. DI -7- + X �� O) Relocated ®10, t - / + + ° Tree (CONCRETE PAD WIDTH) WOOD STAIN: +SHERWIN WILLIAMS WOODSCAPES "EMBER" EXTERIOR WOOD STAIN. \ + yQ + 9 -0" PRODUCT 10 SW3029 (INSIDE ENCLOSURE LENGTH) \ -V 7 -PL + = A h 3' WIDE BY -° p' 6" DIAMETER PIPE BOLLARD, TYP. OLS w 3 7' TALL GATE A: + O ° / \ (OPTIONAL) CONTAINER ENCLOSURE / Exist. 5' 6170 0 10 CUBIC YARD - SHALL BE MIN. W-8" \ Concrete \ o. O°p TOP AND LOADING HIGH O d $idey/aBL- —'\ ` otzi mz (6 OLX S' W O RECESSES DIAMETER GATE CANE BOLTS. 2" DEEP New Pavement \ i "' A X T-8" H) PROVIDE TWO EACH AT GATE IN O See Detail 4/C4 60 , o w o CLOSED POSITION, FIELD VERIFY CO �\ .n _ P p A EXACT LOCATIONS Pi ®�....lei-NNI_ i ,,._.....�._,,,'--..•,� N CG -2 d f 1 \ BWNG a CG -2 Existing + m r\ d / I » z p o Water Meters�02 Na / . I I 0 S > . P \_ A A m I D DESIGN CONCRETE PAD Exi ting W `` SI WITHSTAND LOADS #/ Water Valve If`. SINGLE WHEEL LOADS 7 Exi ' g 14-C a d ' (CONCRETE PAD WIDTH) Fire Hydr t Existing 2 -Story Building New Bumper 3,984 SF Total ' ! 2 TYPICAL DUMPSTER PAD DETAIL Block (Typ.) L7 I C4 NOT TO ° NOT TO SCALE N p d New Pavement New CG -2 y, 7 See Detail 4/C4 r I 10' MIN. CLEARANCE p DUMPSTER DIMENSIONS: 66' I 5/4 x 4 WOOD SLATS 2x4 TOP RAIL 3 7 x zo 50 1 y 7 Exist. Conc. ao z N Mailbox Pad ® m SWING GATE, TYP. Qn ® Taper Curb ! 8'-8" 6x6 POST n °a Relocated 2x4 BOTTOM RAIL + �N r „ , I7 ° Tree r 1 GRADE ir + 'l New CG -12 Type B L �Vl Oo See Detail 1/C4 I Existing 8'x8' Concrete I Dumpster Pad ° Wooden Stairs / - / See Details 2&3 C4 d ° Exist.'Under round VARIABLE WIDTH �/\ \ \4' STONE BASE AND 3 -IC / d �opon Gas Tank Lid 30'/� " ��6' CONCRETE OF 3000 PSI ❑p 'AT 28 DAYS, OR STRONGER \\ \ 10'x70' Concrete y\ i /�� Slope Varies / 'REINFORCED WITH A i // 20' f Dumpster Pad /8' B" w �� -. \ \\ BUFF p 1 -UP MINIMUM GRID OF ORE i -� \ Exist. R &PARKING SE See Details Fen a /closure ' \// / REINFORCING OR #4 BARS ///, CONCRETE FOOTING DeerwoSubdivision Sign �— AT 12 ON —604 TBACk 1� /�\/\�\'�\\//�\//� ��'��%�%/��/�%/v/�\/��\/�\/� \/ 6" DRAIN LAYER 2" SM -9.5A \ /i. /i /i�//�//.. /i. /i �� / j COMPACTED SUBGRADE 6"- VDOT 21A BASE MATERIAL 95% COMPACTED MATERIAL FILL 4 TYPICAL_ PAVING SECTION DETAIL BOARD FENCE DUMPSTER ENCLOSURE DETAIL 7 -PS 1 C4 NOT TO SCALE-- ------ C4 NOT TO SCALE Existing Screening Trees 10 0 10 20 30 SCALE: 1" = 10' U Lg J N N C N QI`N d= C U scv 7 TYPE B >� PERPMICULM A ALTERATIONS eea A rte exs eP`T tl Op ` urnm DaAs vv wn�. ` SECTION A -n _L CETECTMEN WMNINO TR AiuD DAME PMKLEL�APPUCATON OX_LEL LY KRPENDJCU• CATION ti. ".+•°r v.ncm _G1p10°I !�L u:Fr SECTION A -A BsJ"ONAL ESC` ym wwrw L—=R SECTION B -B �T SECTION B B T,V7 Z „�� s --� I w " . .. CROS WI}I[ ='g II TY'L TYPICAL PLACEMENT S� °�wk" PLfOEMENI AT INTERSECTION gAOON& VMIATION AT •N•TERSECTION WITHIN CROSSWPLX CROSSW N .,THN AL (WITH BVFER STRP) W:w..... I w`233 S' ' cROSSwRM TYRCN PLACEMENT AT INTERSECTION WITIWN CROSSWALK NOTES: v a__°.m — z —1 m + eX. a Ia'rw,fA.w.°.wa°m.�'r�rt"am"xT,i'Rnwwrirzo oa n[''•m'"'w.�Atfl[�n W. ��iiii!u,y�bNHS [E n�'"wN '°'�i.uuklLL w° orc[Tw w a x r r vao.mw . n°'�"i¢ewrv.� w'p°' twmw. `ww .x.. • s"N'ior�9.i .Mi i°dienm n rr� :.o T � A� HK� ° S Wv <LSi w'f A!U_ TYPE C TANGENT PLAY PMALELk PERPENDICULM —am u'a �" a _ wss..,.. "�" .we K w:e .< m�°" tYPIGl PLMENENI owf n vw�v+cx AT INTE N WITH BUTTERFFM SSTRIP .M°^.°d..':`e M",�< e ® •:m.o.w.c �'' fE,°•m"w"^"u .e.ow a w o -.m < w nM., suelo mr mm�+w wr w e M xv wgx%."o'w'.Hm v'm'aw w,rm«m +R x uxxa BECTON A.A - + + +O + 1h + + •e'�• 1 VDOT STD. CG -12 DETAIL + F'*Y C'L� HOT -TO SCALE_ ..............._...._.. OLS + io Exist. DI -7- + X �� O) Relocated ®10, t - / + + ° Tree (CONCRETE PAD WIDTH) WOOD STAIN: +SHERWIN WILLIAMS WOODSCAPES "EMBER" EXTERIOR WOOD STAIN. \ + yQ + 9 -0" PRODUCT 10 SW3029 (INSIDE ENCLOSURE LENGTH) \ -V 7 -PL + = A h 3' WIDE BY -° p' 6" DIAMETER PIPE BOLLARD, TYP. OLS w 3 7' TALL GATE A: + O ° / \ (OPTIONAL) CONTAINER ENCLOSURE / Exist. 5' 6170 0 10 CUBIC YARD - SHALL BE MIN. W-8" \ Concrete \ o. O°p TOP AND LOADING HIGH O d $idey/aBL- —'\ ` otzi mz (6 OLX S' W O RECESSES DIAMETER GATE CANE BOLTS. 2" DEEP New Pavement \ i "' A X T-8" H) PROVIDE TWO EACH AT GATE IN O See Detail 4/C4 60 , o w o CLOSED POSITION, FIELD VERIFY CO �\ .n _ P p A EXACT LOCATIONS Pi ®�....lei-NNI_ i ,,._.....�._,,,'--..•,� N CG -2 d f 1 \ BWNG a CG -2 Existing + m r\ d / I » z p o Water Meters�02 Na / . I I 0 S > . P \_ A A m I D DESIGN CONCRETE PAD Exi ting W `` SI WITHSTAND LOADS #/ Water Valve If`. SINGLE WHEEL LOADS 7 Exi ' g 14-C a d ' (CONCRETE PAD WIDTH) Fire Hydr t Existing 2 -Story Building New Bumper 3,984 SF Total ' ! 2 TYPICAL DUMPSTER PAD DETAIL Block (Typ.) L7 I C4 NOT TO ° NOT TO SCALE N p d New Pavement New CG -2 y, 7 See Detail 4/C4 r I 10' MIN. CLEARANCE p DUMPSTER DIMENSIONS: 66' I 5/4 x 4 WOOD SLATS 2x4 TOP RAIL 3 7 x zo 50 1 y 7 Exist. Conc. ao z N Mailbox Pad ® m SWING GATE, TYP. Qn ® Taper Curb ! 8'-8" 6x6 POST n °a Relocated 2x4 BOTTOM RAIL + �N r „ , I7 ° Tree r 1 GRADE ir + 'l New CG -12 Type B L �Vl Oo See Detail 1/C4 I Existing 8'x8' Concrete I Dumpster Pad ° Wooden Stairs / - / See Details 2&3 C4 d ° Exist.'Under round VARIABLE WIDTH �/\ \ \4' STONE BASE AND 3 -IC / d �opon Gas Tank Lid 30'/� " ��6' CONCRETE OF 3000 PSI ❑p 'AT 28 DAYS, OR STRONGER \\ \ 10'x70' Concrete y\ i /�� Slope Varies / 'REINFORCED WITH A i // 20' f Dumpster Pad /8' B" w �� -. \ \\ BUFF p 1 -UP MINIMUM GRID OF ORE i -� \ Exist. R &PARKING SE See Details Fen a /closure ' \// / REINFORCING OR #4 BARS ///, CONCRETE FOOTING DeerwoSubdivision Sign �— AT 12 ON —604 TBACk 1� /�\/\�\'�\\//�\//� ��'��%�%/��/�%/v/�\/��\/�\/� \/ 6" DRAIN LAYER 2" SM -9.5A \ /i. /i /i�//�//.. /i. /i �� / j COMPACTED SUBGRADE 6"- VDOT 21A BASE MATERIAL 95% COMPACTED MATERIAL FILL 4 TYPICAL_ PAVING SECTION DETAIL BOARD FENCE DUMPSTER ENCLOSURE DETAIL 7 -PS 1 C4 NOT TO SCALE-- ------ C4 NOT TO SCALE Existing Screening Trees 10 0 10 20 30 SCALE: 1" = 10' U Lg J N N C N QI`N d= C U scv 7 0. C 0 N n$ o y >� Q O a eP`T tl Op ` TIMOTHY RAY MIILM LIC. No. 30542 K N -130q BsJ"ONAL ESC` o M w U S U Tn Z OM z z C�-]I T m m 0 z z � w °a � O w m w O 5 $ U a ui d AQ LL n o x m O GH d z W zE-+U W H -q a w Nr� Q O E—, E-4 U] r ~ En w� O �Z wI—H Of a - DDR PROJECT NO: 06.027 INDEX TITLE: C4 SHEET NO: 4 OF 5 DATE: 11/03/08