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HomeMy WebLinkAboutSDP200800012 Plan - Other (not approved) 2009-01-06V i!mS= Caj mai 0p PRELIMINARY SITE DEVELOPMENT PLAN FOR 0 ` o a C1 ° "s D >C: d/ OUTH PANTOPS CONDOMINIUMS °° TM 78 PARCEL 20 r,a arc RIVANNA DISTRICT■ ALBEMARLE COUNTY, VIRGINIA �v�� pLTH 7 7 �� " V(.-IMOTHY OF RAY MILLER>t 5v. No. 30542 �/ / l V`ONAL t Greenway Reservation Refer to General Notes #8. � Nj6'}5'S4E I }3t 11 S OS d TM 78 aven Ltd WinterPartn. a J d pB^Rea-ltltia o R' at.}$� a m � O o o Note; v From point "A" to `zs point 'B'Property 0 Line follows centerline v of Rivanna River d. Major courses are 2 shown hereon Point A 873s 4 TM 78 Par 20J State Farm, Mutual Auto Insurance D5 669-555 1 II � 11 I TIF � Nj6'}5'S4E I }3t 11 S OS e, TM 78 aven Ltd WinterPartn. .mo'- pB^Rea-ltltia ee R' at.}$� IFI. N47'37'05"W 131.91' 20' Drainage Easement DB1243-029 120' Drainage Ease a Limits of 100 Year Flood Zone As Shown on Community F No. 510006-0240B i and Stream Conservg4a IS® 291.0' IF G C� 1 Sight Distance Easement D8 1243-28 Sight Distmce Ics, sement 0' Drainlge Easement 20' Waterline Easement OTE: rainage tosements recorded in 8 1050-623 are to be revised s shown. Buffer \\ i Residue of TM 78 Par 20 South Pantops 11 Land Trust Zoned R-15, BC DB 1069-499 DB 799-433 2C San. Sewer Easement DB 841-521 o TM vS ,Par 19A R Moore CdO or Dorothy R-15 Residential y� M 78 Par 19U DB 1584-012 , Strother, Mary TM 78 Par 18A R-15 Residential Dovali, William DB 1832-735 R-15 Residential DB 1596-238 TM 78 Par 18U Greene, Betty Lou William R-15 Residential DB 2040-311 ee -ii y a 200 400 600 i■ i ee CURRENT DEVELOPMENT PLANNER CURRENT DEVELOPMENT ENGINEER ALBEMARLE COUNTY SERVICE AUTHORITY FIRE OFFICIAL ARCHITECTURAL REVIEW BOARD BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORATION Cl Cover Sheet C2 Notes, Abbreviations, & Legend C3 Context Plan C4 Existing Conditions/Demo Plan C5 Site Plan C6 Lower Leve.1 Parking Layout C7 Upper Le -vel Parking Layout C8 Grading 9, Utility Plan C9 Landscape Plan CIO Details C 11 Preliminary E&S Plan DDR PROJECT NO. 70457 INDEX TITLE C1 SHEET NO. 1 OF 11 DATE: 01/28/08 y d m fx o o `zs E- zlz 0 0 � a� Q o E- W 0 a w w E -I CD U 0 w z c � oz� Z y w 0 m a 6 m 0 m pp o J0 rn w� U C5o O vi ij! W c 0 0 U U ra rri a w I �o N DDR PROJECT NO. 70457 INDEX TITLE C1 SHEET NO. 1 OF 11 DATE: 01/28/08 d o E- zlz 0 � a� Q o E- W 0 a w w E -I CD U Q, E— oz� w DDR PROJECT NO. 70457 INDEX TITLE C1 SHEET NO. 1 OF 11 DATE: 01/28/08 S URCE OF TOPOGRAPHY. LOUISA AERIAL SURVEYS, 1989 A PORTION OF THIS PROPERTY IS LOCATED IN FLOOD ZONE AE AS SHOWN ON FEDERAL EMERGENCY MANAGEMENT AGENCY. -FLOOD INSURANCE RATE MAP NUMBER: 51003CO289D, DATED: 02/04/2005 BENCHMARK(5 -, TDP OF EXISTING SANITARY MANHOLE ALONG SOUTH PANTOPS DRIVE. ELEV = 405.17 WATER SOURCE- ALBEMARLE COUNTY SERVICE AUTHORITY SEWER SERVICE: ALBEMARLE COUNTY SERVICE AUTHORITY THIS PROPERTY IS ZONED: R15 RESIDENTIAL S T$E ACKS: FRONT YARD SIDE YARD REAR YARD BUILDING 25' 15' 20' MAXIMUM BUILDING HEIGHT: 65' MAXIMUM NUMBER OF DWELLING UNITS:_ 125 QENSITYL 125 Units/13.116 Acres = 9.5 Units Per Acre PROPOSED ADT: 544 TPD PER ITE FIGURE #232: HIGH-RISE RESIDENTIAL CONDOMINIUM/TOWNHOUSE PAVING SPECIFICATIONS: fir`s PARKING AREA: 6' - #21A AGGREGATE BASE MATERIAL Jif 2" - SM 9.5A SURFACE MATERIAL SIDEWALK(S): 4" - 3000 PSI CONCRETE DUMPSTER PAD: 6" - 3000 PSI CONCRETE CURRENT lT USE: VACANT PROPOSED USE: RESIDENTIAL CONDOMINIUMS PARKING SCHEDULE;-. 2+ Bedroom Units = 100 units x 2 = 200 Spaces Required 1 Bedroom Units = 25 units x 1.5 = 38 Spaces Required 238 TOTAL SPACES REQUIRED 260 TOTAL SPACES PROVIDED SITE DATA & GENERAL NOTES BS ABBUVIATI©NS LEGEND HANDICAP 7 ACCESSIBLE (CURB RAMP SITE DATA GENERAL WATER & SEWER CONDITIONS R QQ AR 231 CMP 247 CONIC TOTAL 238 CUBIC YARDS OWNER; 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE LAND SCHEDULE: PRE -DEVELOPMENT (SF) % POST -DEVELOPMENT (SF) % BUILDING(S) 0 0 SOUTH PANTOPS II LAND TRUST RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. PAVED 0 0 46,595 B.2 OPEN 571,333 100 P.0 BOX 8147 CHARLOTTESVILLE, VA 22906 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 SHALL ON HIS OWN INITIATIVE LOCATE ALL TOTAL GENERAL 100% 571,333 EXIST PROP DESCRIPTION EXIST CONTRACTOR'S COORDINATION RESPONSIBILITIES PROP DESCRIPTION LOD UNDERGROUND LINES AND STRUCTURES AS NECESSARY. LF LINEAR FEE' LT LEFT � z DEVELOPER: ABAN ABANDON(ED),) MAX MAXIMUM PROPERTY UNE x 12° TC TDP OF CURB ELEVATION 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER I� W � C.W HURT CONTRACTORS CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. ADJ ADJUST MIN MINIMUM ADJACENT PROPERTY LINE x P.O BOX 8147 F - w w 120 13C BOTTOM OF CURB ELEVATION CHARLOTTESVILLE, VA 22906 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. AHD AHEAD MON MONUMENT CONCRETE -VACATED PROPERTY LINE x 12° FL FLOW UNE ELEVATION THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY (1-800-552-7001). LLO5. AL REFERENCE C F TITLE: APRX APPROXIMATE NIC NOT IN CONTRACT EASEMENT x 12° EOP EDGE OF PAVEMENT ELEVATION 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE m 0 w TAX MAP 78, PARCEL NO. 20 CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC, BC BACK OF CUFRB NTS NOT TO SCALE BUILDING SETBACK x DEED BOOK 2913, PAGE NUMBER 156 co UjoCD C> 123 SPOT ELEVATION 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. BFE BASEMENT FLLOOR ELEVATION OC ON CENTER PARKING SETBACK x 12°TW TOP OF WALL ELEVATION MAGISTERIAL DISTRICT: RIVANNA 8. VALVES ON DEADEND LINES SHALL BE RODDED TD PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF BIT BITUMINOUS OH OVERHEAD CJ] THE LINE. ZONING LINE x 1258W BOTTOM OF WALL ELEVATION c,nllRrF nF ROUNDARY SURVEY- RIVANNA ENGINEERING & SURVEYING, 01/06/2005 GENERAL UTILITY NOTES BK BACK PE POLYETHYLENE _ S URCE OF TOPOGRAPHY. LOUISA AERIAL SURVEYS, 1989 A PORTION OF THIS PROPERTY IS LOCATED IN FLOOD ZONE AE AS SHOWN ON FEDERAL EMERGENCY MANAGEMENT AGENCY. -FLOOD INSURANCE RATE MAP NUMBER: 51003CO289D, DATED: 02/04/2005 BENCHMARK(5 -, TDP OF EXISTING SANITARY MANHOLE ALONG SOUTH PANTOPS DRIVE. ELEV = 405.17 WATER SOURCE- ALBEMARLE COUNTY SERVICE AUTHORITY SEWER SERVICE: ALBEMARLE COUNTY SERVICE AUTHORITY THIS PROPERTY IS ZONED: R15 RESIDENTIAL S T$E ACKS: FRONT YARD SIDE YARD REAR YARD BUILDING 25' 15' 20' MAXIMUM BUILDING HEIGHT: 65' MAXIMUM NUMBER OF DWELLING UNITS:_ 125 QENSITYL 125 Units/13.116 Acres = 9.5 Units Per Acre PROPOSED ADT: 544 TPD PER ITE FIGURE #232: HIGH-RISE RESIDENTIAL CONDOMINIUM/TOWNHOUSE PAVING SPECIFICATIONS: fir`s PARKING AREA: 6' - #21A AGGREGATE BASE MATERIAL Jif 2" - SM 9.5A SURFACE MATERIAL SIDEWALK(S): 4" - 3000 PSI CONCRETE DUMPSTER PAD: 6" - 3000 PSI CONCRETE CURRENT lT USE: VACANT PROPOSED USE: RESIDENTIAL CONDOMINIUMS PARKING SCHEDULE;-. 2+ Bedroom Units = 100 units x 2 = 200 Spaces Required 1 Bedroom Units = 25 units x 1.5 = 38 Spaces Required 238 TOTAL SPACES REQUIRED 260 TOTAL SPACES PROVIDED 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 VERIFY 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 EXISIIING 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. 8, CONTRACTOR SHALL COMPLY WITH 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 TO, ALL UTILITIES, STORM DRAJNAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITEWWORK 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. 13. 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 UTIUTY SERVICE DISCONNECTS WITH THE UTILITY REPRESENTATIVES. 1, CONTACT MISS UTIUTIY AT 1(800)552-7001 48 HOURS PRIOR TO ANY GRADING OR DIGGING TO HAVE UNDERGROUND UTILITIES 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 AS AN APPROXIMATE REPRESENTATION ONLY. THE OWNER OR ITS REPRESENTATTVE(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 UTILITES, NOR DOES IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTIUTES 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 UTILITIES AND, SHALL CONFIRM THAT THERE ARE NO INTERFERENCES WITH EXISTING UTILITIES AND THE PROPOSED UTILITY ROUTES, INCLUDING ROUTES WMTHIN THE PUBLIC RIGHTS OF WAY. 3, WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPSED WORK, OR EXISTING CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED AS INTENDED, THE LOCATION, ELEVATION, AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED IN WRITING TO THE OWNER'S REPRESENTATIVE FOR THE RESOLUTION OF THE CONFLICT AND CONTRACTOR'S FAILURE TO NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS 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 THE COUNTY AND ARE TO BE INSTALLED ACCORDING TO COUNTY STANDARDS. 5. RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES, WATER VALVE COVERS, GAS GATES, ELECTRIC AND TELEPHONE PULL BOXES, 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. B. ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT SPECIFICATIONS SECTION 302 AND SEC11ON 232 AND AS SPECIFIED ON THE DRAWINGS. 9. THE CONTRACTOR IS REQUIRED TO PERFORM ALL TESTS REQUIRED BY THE COUNTY OR ALBEMARLE COUNTY SERVICE AUTHORITY TO SECURE ACCEPTANCE OF ALL UTILITIES. 10 ALL CONCRETE USED IN UTILITY CONSTRUCTION SHALL BE 4000 PSI CONCRETE IN ACCORDANCE WITH VOOT SPECIFICATION SEC11ON 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 APPROVED OTHERWISE OR NOTED ON THE PLANS. 13. WATER METERS SHALL BE LOCATED IN AN ACCESSIBLE LOCATION AND SHALL NOT BE INSTALLED UNDER EXISTING PIPING CLOSE 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. 111ESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN SHALL BE IN ACCORDANCE WITH THE CURRENT APPROVED ALBEMARLE COUNTY SERVICE AUTHORITYS GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ANY AMENDMENTS THEREOF AND THE STANDARDS AND SPECIFICATIONS OF VDOT. 17. ALL WATERLINES AND SANITARY SEWERLINES SHALL MAINTAIN A 10 FOOT HORIZONTAL SEPARATION OR WHEN CROSSING 18" 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 BE LOCATED WITH A MINIMUM 5 FOOT SEPARATION FROM PUBLIC WATERMAINS AND SANITARY SEWER. 19. ELECTRICAL POWER SHALL BE DERIVED FROM BUIDLING ELECTRICAL PANELS TO GENERAL SITE LIGHTING IN ACORDANCE WITH NATIONAL ELECTRIC CODE. 20, AUL PIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS INDICATED OTHERWISE ON PLANS. 21, ALL CONDENSATE DRAIN AND OTHER PLUMBING CONNECTIONS ARE TO BE INSTALLED ACCORDING TO BOCA NATIONAL PLUMBING CODE. 22. EXISTING MANHOLE FRAMES AND COVERS AND VALVE BOXES AND COVERS TO REMAIN SHALL BE ADJUSTED OR RECONSTRUCTED, AS NECESSARY, TO MATCH FINISHED GRADES. GENERAL CONSTRUCTION NOTES (PART ONE) 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC 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 OF 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 VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCT101d. 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 3:1 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 15 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. B. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS TIL 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONTRUCITON INDUSTRY (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 FOR HIGHWAYS AND BRIDGES. 2. USE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES; USE FILL AND BACKFILL MATERIAL UNDER PARKING AREAS, ROADS, 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 FEET 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 698. IF THE DENSITY OF THE ADJACENT SOIL IS MORE THAN THE DENSITY SPECIFIED, 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 SHALL BE FREE OF DEBRIS, 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 BE UNCLASSIFIED SOIL MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTENDED LOCATION. BACKFILL AND FILL MATERIAL- ASTM D 2457. CLASSIFICATION GW, GP, GM, GC, SW, SP, SM, SC WITH A MAXIMUM ASTM D 4318 LIQUID LIMIT 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 WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. 5. ALL FINISHED GRADING, SEEDING AND SODING SHALL BE DONE IN SUCH A MANNER TO PRELUDE THE PONDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. 6. CUT AND PATCH WORK IN EXISITING 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. B.IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACT1VITIES 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. BM SPACES REQUIRED: BS SPACES PROVIDED: CB HANDICAP 7 ACCESSIBLE (CURB RAMP 10 + 3 VAN ACCESSIBLE CENTER LINE R QQ AR 231 CMP 247 CONIC TOTAL 238 CUBIC YARDS 260 CENTER TO CENTER LAND SCHEDULE: PRE -DEVELOPMENT (SF) % POST -DEVELOPMENT (SF) % BUILDING(S) 0 0 58,800 10.3 PAVED 0 0 46,595 B.2 OPEN 571,333 100 465.938 81.5 TOTAL 571,333 100% 571,333 100% CONTRACTOR'S COORDINATION RESPONSIBILITIES LA LANDSCAPE )AREA 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 VERIFY 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 EXISIIING 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. 8, CONTRACTOR SHALL COMPLY WITH 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 TO, ALL UTILITIES, STORM DRAJNAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITEWWORK 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. 13. 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 UTIUTY SERVICE DISCONNECTS WITH THE UTILITY REPRESENTATIVES. 1, CONTACT MISS UTIUTIY AT 1(800)552-7001 48 HOURS PRIOR TO ANY GRADING OR DIGGING TO HAVE UNDERGROUND UTILITIES 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 AS AN APPROXIMATE REPRESENTATION ONLY. THE OWNER OR ITS REPRESENTATTVE(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 UTILITES, NOR DOES IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTIUTES 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 UTILITIES AND, SHALL CONFIRM THAT THERE ARE NO INTERFERENCES WITH EXISTING UTILITIES AND THE PROPOSED UTILITY ROUTES, INCLUDING ROUTES WMTHIN THE PUBLIC RIGHTS OF WAY. 3, WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPSED WORK, OR EXISTING CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED AS INTENDED, THE LOCATION, ELEVATION, AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED IN WRITING TO THE OWNER'S REPRESENTATIVE FOR THE RESOLUTION OF THE CONFLICT AND CONTRACTOR'S FAILURE TO NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS 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 THE COUNTY AND ARE TO BE INSTALLED ACCORDING TO COUNTY STANDARDS. 5. RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES, WATER VALVE COVERS, GAS GATES, ELECTRIC AND TELEPHONE PULL BOXES, 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. B. ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT SPECIFICATIONS SECTION 302 AND SEC11ON 232 AND AS SPECIFIED ON THE DRAWINGS. 9. THE CONTRACTOR IS REQUIRED TO PERFORM ALL TESTS REQUIRED BY THE COUNTY OR ALBEMARLE COUNTY SERVICE AUTHORITY TO SECURE ACCEPTANCE OF ALL UTILITIES. 10 ALL CONCRETE USED IN UTILITY CONSTRUCTION SHALL BE 4000 PSI CONCRETE IN ACCORDANCE WITH VOOT SPECIFICATION SEC11ON 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 APPROVED OTHERWISE OR NOTED ON THE PLANS. 13. WATER METERS SHALL BE LOCATED IN AN ACCESSIBLE LOCATION AND SHALL NOT BE INSTALLED UNDER EXISTING PIPING CLOSE 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. 111ESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN SHALL BE IN ACCORDANCE WITH THE CURRENT APPROVED ALBEMARLE COUNTY SERVICE AUTHORITYS GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ANY AMENDMENTS THEREOF AND THE STANDARDS AND SPECIFICATIONS OF VDOT. 17. ALL WATERLINES AND SANITARY SEWERLINES SHALL MAINTAIN A 10 FOOT HORIZONTAL SEPARATION OR WHEN CROSSING 18" 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 BE LOCATED WITH A MINIMUM 5 FOOT SEPARATION FROM PUBLIC WATERMAINS AND SANITARY SEWER. 19. ELECTRICAL POWER SHALL BE DERIVED FROM BUIDLING ELECTRICAL PANELS TO GENERAL SITE LIGHTING IN ACORDANCE WITH NATIONAL ELECTRIC CODE. 20, AUL PIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS INDICATED OTHERWISE ON PLANS. 21, ALL CONDENSATE DRAIN AND OTHER PLUMBING CONNECTIONS ARE TO BE INSTALLED ACCORDING TO BOCA NATIONAL PLUMBING CODE. 22. EXISTING MANHOLE FRAMES AND COVERS AND VALVE BOXES AND COVERS TO REMAIN SHALL BE ADJUSTED OR RECONSTRUCTED, AS NECESSARY, TO MATCH FINISHED GRADES. GENERAL CONSTRUCTION NOTES (PART ONE) 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC 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 OF 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 VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCT101d. 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 3:1 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 15 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. B. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS TIL 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONTRUCITON INDUSTRY (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 FOR HIGHWAYS AND BRIDGES. 2. USE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES; USE FILL AND BACKFILL MATERIAL UNDER PARKING AREAS, ROADS, 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 FEET 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 698. IF THE DENSITY OF THE ADJACENT SOIL IS MORE THAN THE DENSITY SPECIFIED, 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 SHALL BE FREE OF DEBRIS, 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 BE UNCLASSIFIED SOIL MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTENDED LOCATION. BACKFILL AND FILL MATERIAL- ASTM D 2457. CLASSIFICATION GW, GP, GM, GC, SW, SP, SM, SC WITH A MAXIMUM ASTM D 4318 LIQUID LIMIT 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 WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. 5. ALL FINISHED GRADING, SEEDING AND SODING SHALL BE DONE IN SUCH A MANNER TO PRELUDE THE PONDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. 6. CUT AND PATCH WORK IN EXISITING 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. B.IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACT1VITIES 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. BM BENCHMARK BS BOTTOM OF [SLOPE CB CATCH BASINq CG12 ACCESSIBLE (CURB RAMP q CENTER LINE CL CHAIN LINK CMP CORRUGATED1 METAL PIPE CONIC CONCRETE CY CUBIC YARDS C/C CENTER TO CENTER C&G CURB AND =TTER DIA DIAMETER EL ELEVATION ELEV ELEVATION ES END SECTION J EW END WALL EX EXISTING EXIST EXISTING FDN FOUNDATION FFE FINISHED FLOOOR ELEVATION GTD GRADE TO DETRAIN IF IRON FOUND IS IRON SET LA LANDSCAPE )AREA LOD LIMIT OF NSITURBANCE LF LINEAR FEE' LT LEFT UTILITY ARV AIR RELEASE 'VALVE BOA BLOW OFF ASSSEMBLY CO CLEANOUT CTV CABLE TELEVI9SION DI DROP INLET DIP DUCTILE IRON PIPE ELEC ELECTRIC FH FIRE HYDRANT FM FORCE MAIN F&C FRAME AND CLOVER F&G FRAME AND GRATE GT GREASE TRAP GV GATE VALVE HDPE HIGH DENSITY POLYETHYLENE INV INVERT GENERAL NOTES PERF PERFORATED PROP PROPOSED PRVD PROVIDED PWW PAVED WATER WAY RCP REINFORCED CONCRETE PIPE REM REMOVE READ REQUIRED RET RETAIN RT RIGHT R/W RIGHT OF WAY R&D REMOVE AND DISPOSE R&R REMOVE & RESET SD SIGHT DISTANCE SQ SQUARE STA STATION SW SIDEWALK SWEL SOLID WHITE EDGE LINE SWLL SOLID WHITE LANE LINE TBA TO BE ABANDONED TBR TO BE REMOVED TC TOP OF CURB TS TOP OF SLOPE TYP TYPICAL UG UNDERGROUND VESCHVA. E&S CONTROL HANDBOOK YDS YARDS MH MANHOLE PVC POLYVINYL CHLORIDE RIM RIM ELEVATION SAN SANITARY SCG STORMWATER CONVEYANCE CHANNEL SD STORM STIR DRAINAGE STRUCTURE TSV TAPPING SLEEVE & VALVE UP UTILITY POLE WL WATER LINE WM WATER METER WV WATER VALVE 6"V 6" VALVE 1, ACCESSIBLE ROUTES5, PARKING SPACES, RAMPS, SIDEWALKS AND WALKWAYS SHALL BE CONSTRUCTED IN CCONFORMANCE WITH THE FEDERAL AMERICANS WITH DISABILITIES ACT AND WITH T 07CAL LAWS AND REGULATIONS WHICHEVER ARE MORE STRINGENT). STATE AND L ( ) 2. ALL STAIRS WITH THREE OR MORE RISERS ARE TO HAVE HANDRAILS ON BOTH SIDES. 3. SIDEWALKS ADJACEMIT TO PARKING SHALL HAVE A MINIMUM WIDTH OF 6 FEET. 4. TO THE BEST OF OLUR BELIEF AND KNOWLEDGE, THERE ARE NO KNOWN GRAVE SITES ON THE SUBJECT PROPERTY. 5. PLANTINGS WALL BE PROVIDED WITH MINOR ADJUSTMENTS IN THE FIELD TO ELIMINATE CONFLICTS WITH OTFHER STRUCTURAL FEATURES. 6. THIS SITE IS NOT LOICATED IN A RESERVOIR WATERSHED. 7. ROOF ELEVATIONS OM SHEET CB ARE BASED ON MID-LEVEL OF SLOPED ROOF FOR ALL BUILDINGS ON THE SITE:. 8. 100' GREENWAY PARICEL TO BE DEDICATED UPON DEMAND OF ALBEMARLE COUNTY. BZ RMA CC -2 CG -3 CG -6 CG -7 LIMIT OF DISTURBANCE FLOODPLAIN LIMIT BUFFER ZONE RMA - RESOURCE MANAGEMENT AREA RPA - RESOURCE PROTECTION AREA EDGE OF GRAVEL EDGE OF PAVEMENT STANDARD 6" CURB STANDARD 4" CURB COMBINATION 6" CURB & GUTTER COMBINATION 4' CURB & GUTTER FIRE LANE STRIPING HE BUILDING ENTRANCE .�LD LOADING DOCK • BOLLARD �D DUMPSTER PAD ]� SIGN + STEEL GUARDRAIL 1-1 WOOD GUARDRAIL VAN PATH 4 a ' TREE LINE C 0 0 FENCE �u STONE WALL W ' RETAINING WALL STREAM / POND / WATER COURSE - - - - DETENTION BASIN - x SILT FENCE 12 CONTOUR Cp INDEX CONTOUR ® PARKING COUNT EM CROSSWALK ]� ACCESSIBLE CURB RAMP + HANDICAP PARKING 0 VAN -ACCESSIBLE HANDICAP PARKING VAN TRANSFORMER PAD 4 a ' CONCRETE PAVEMENT / SIDEWALK C 0 0 RIPRAP �u NEW ASPHALT W GRASS EC -2 BLANKET MATTING 0 EC -3 TYPE A - - EC -3 TYPE B DWETLAND UD RU 8"5 TD ® _ °,.w 4"FP 2"Dw G oHw UGE owT UGT CATV 1- I 0 E I. TEST PIT LOCATION/BORING LOCATION BENCHMARK IRON FOUND UNDERDRAIN DRAINAGE LINE ROOF DRAIN SEWER LINE TRENCH DRAIN WATER LINE FIRE PROTECTION LINE WATER SERVICE LINE GAS LINE OVERHEAD ELECTRIC WIRE UNDERGROUND ELECTRIC OVERHEAD TELEPHONE LINE UNDERGROUND TELEPHONE LINE CABLE TV DRAIN INLET DRAIN MANHOLE PLUG OR STUB FLARED END SECTION HEADWALL SEWER MANHOLE SEWER CLEANOUT ® WATER VALVE & BOX 40 FIRE HYDRANT ® WATER METER (D WATER WELL CFV GAS VALVE 0 GAS METER 0 ELECTRIC MANHOLE EM � ELECTRIC METER + LIGHT POLE 0 TELEPHONE MANHOLE oymm TRANSFORMER PAD # U1ILITY POLE C 0 0 GUY POLE �u MATCHLINE NOTES: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. WH `TIMOTHY RAY MILLER Lic. No. 30542 4 �4 N�SSIONAL E Y o _ Q C R L oymm Q O N L C 0 0 N �u C J cj 0 0 w Q v. O Y c) v w �i�s n� pra�w WH `TIMOTHY RAY MILLER Lic. No. 30542 4 �4 N�SSIONAL E Y Ch Q In w I c� z c\l w J Q] ti C�2 U Q IZ E- Q m cj 0 w Q Y c) w CDW F-4 � z z ^ U I� W � m J F - w w �i U) DDR PROJECT NO: 70457 Cf] m 0 w O z 0 co UjoCD C> CV Q0 CJ] Li U3 M z W w 0 0 U U Ch Q In w I c� z c\l w J Q] ti C�2 U INDEX TITLE: C 2 SHEET NO: 2 OF it DATE: 01/28/00 Q cj Q CDW F-4 ^ U I� I J F - w w �i U) DDR PROJECT NO: 70457 INDEX TITLE: C 2 SHEET NO: 2 OF it DATE: 01/28/00 FSI Lp05 ad 50 0 50 100 150 SCALE: 1" = 50' V J 0 m 4aw`_°rc C N N INN spm E ; oTV a ^r O 0 -u E >� E � 0 0 m `" r; " y e �a o� c� o s ns 4a arc PLER>��a4. e a aa m 0 U 2 U � Z cD O G v V 7 a y w Y m Y � r m 0 w Z C [� w 0 o m mo m m 0 X W U O W y � � >FO 2 O O O U U u q _a w �o N I J Q] O x N LLi Hti z o�:D� w� 0 w Q EWA-+ � � w w a w E— CD W E-+ Q C � z 11 w (24 w DDR PROJECT NO: 70457 INDEX TITLE: C3 SHEET NO: 3 OF 11 DATE 01/28/08 W"l-7 N ? N CD N p) CO N n o N o 0 00 Lo. m a 0 o0 m D7 Cn 3 a n p N (D — N Outlet Structure ST -I V 12'X18' Concrete Dumpster Pod w/ Brick Wall Retaining Wall Max. Wall Height 3' .. CG -2--- S<r zgn 6 Story Building 4 Floors Residential 2 Floors Parking 20 Residential Units 36 Bedrooms 42 Parking Spaces OST -2A 12'X18' Concrete Dumpster Pad w/ Brick Wall . 6 Story Building 4 Floors Residential 2 Floors Parking 20 Residential Units 37 Bedrooms 39 Parking Spaces r'" Stop S.gnStop Sign o '�'•-+;. 5' SIDEWAtK i 51DFWALK ��♦1111 •� �' I VAN ACCESSIBLE r b � ' HRCJ.SOPACE x@/ 1/0,-� x 16' tPAACES 9 'C 3,"1 king Overhat �2' ar2t.5' Amenity #2Ame ity 3 5' SIDEWALK 5' - - _ - I� , i@sn1 � SIDEWALK ' 2,0 0 SF q,2,000 SF Tot Lot ' 5'0 Fenced Do Park ! - _ oat n ..���► I 1. J. Stop Slgr 1 ti N 5 4A : 0 O M :,, :; •:''��Pool••De'cir;E.levl.� 33.4V0` . •:: ` . •. PROPOSE LIGHT Ums� ""' I 1 ;� ^!_I, � � N � POLE LOCATION TYP. CD d-s'mm 1'�ar In ver ang �- N .� __ 0 YY nr C 0 U -U C Q M :,, :; •:''��Pool••De'cir;E.levl.� 33.4V0` . •:: ` . •. PROPOSE LIGHT Ums� ""' I 1 ;� ^!_I, � POLE LOCATION TYP. CD d-s'mm 1'�ar In ver ang �- N .� __ 0 YY nr C 0 U -U C Q 0All • V 0 Stot ,n - �yy po I i I T b o a c RI5.D. t 4 ` S SPACES 0 10'x16 1 VAN o _10'xTG Ri a' � = HC SPACE § _ Slop Sgr ,. „p_. :C.. :. ... .� . ' .• ", , .� a s •LK • ..Ret. 5 SIDEWALKS 4jWall- e a . • _ 5 51DEWA 6 ',p'� Wall Max Height=3' ; .. ..; • :... ::• '• -.__. All _. Sl,)a Slgn.- AIL • '�T I R5.0 R10.0 5 Story Building 5 Story Building 3 Floors Residential 4 Floors Residential H`'D_ 2' Floors Parking 1 Floor Parking R5q 15 Residential Units 20 Residential Units •.. 28 Bedrooms — 36 Bedrooms 421 Parking Spaces 21 Parking Spaces 12'X18' Concrete Dumpster Pad L w/ Brick Wall r-1 OH- MH -I �i�___� M 0 0 ki Ret. Wall Max Height=6' 25'x12' Pool House 5 Story Building 4 Floors Residential 1 Floor ParKing 20 Residential Units 37 Bedrooms 21 Parking Spaces Ret Wallg -1'j Max Het ht * vLTH o, c TIMOTHY RAY MILLER Lic. Na 30542 a oZSS70NAIL ENG` m w U Ums� U N N < � mN CD d-s'mm N CL 0 YY nr C 0 U -U C Q 0All V 0 �yy po azc * vLTH o, c TIMOTHY RAY MILLER Lic. Na 30542 a oZSS70NAIL ENG` m w U 3 Story Building Z' 2 Floors Residential 9 ST 1 Floor Parking 10 Residential Units N 20 Bedrooms ' 21 Parking Spaces 20 0 20 40 60 SCALE: 1" = 20' w z z � � x o �D H� z �z z O �Z) ^ L) 1 --Li C) � � a r� w � EqW F F-�--� E- W E--1 acoz W x DDR PROJECT NO: 70457 INDEX TITLE: C5 SHEET NO: 5 OF 11 l DATE: 01/28/08 u; CD N N U o a c 4 F W C • '�T I 3 Story Building Z' 2 Floors Residential 9 ST 1 Floor Parking 10 Residential Units N 20 Bedrooms ' 21 Parking Spaces 20 0 20 40 60 SCALE: 1" = 20' w z z � � x o �D H� z �z z O �Z) ^ L) 1 --Li C) � � a r� w � EqW F F-�--� E- W E--1 acoz W x DDR PROJECT NO: 70457 INDEX TITLE: C5 SHEET NO: 5 OF 11 l DATE: 01/28/08 ♦ '-_-'344 - - - _ aNoa N o S , CL 0 00 O� O 360 - - - .- 5 4fi0 00 SV 5T-1 / / 15 HD E ST-2A e r / / / - i oncr e / I � -��/ ! / 61 Chan el / / / �" - – – _ _80� Retain'/WalMax. Wall 40ght asT-zA - - -- - - /,/_�. _ – -- ' ' Lower"Deck Ele-V--377.68' 0_ ower Beck Elev. =366.32 - _ _ Up r Deck/Efev. = 33168' 77' 77' - -- - - - -Upper- Beck Elev_ = 387.68' 6E3 / ' / _ _ First Elev. = 397.68 - -. � / Irst�6 Elev. � 387.68 / /5---- _ ,__ r o � / = - Roof Elev. = 451.43 0- / // hoof Elev 441.43' , /Buildirg'Height X64' Building" height = 65' W .1 / ♦ / / / / hi`I __. r 5 ♦ — .1 Rct. Wall- e x9 a 'M`Yax Refight-6' \ Z x til / / / g Amenlly #� - 5'x12' p o / s '69-r�5' - Pool '' Fool _ r J_j _ m Houe S ' n s t I .. y c r R • et. Wall . - ^� o..�a'• eae� �prre^ami (t ¢(t+F i (s � �j ,° � -m •Max Height- o• / Ci _. o / x Ey . ri - - - . Cp¢ NF,fL,�O' DRAINAGE / / x / Amenit / 2 ( I Im e - Lower Deck -Elev. =393.87 - EASEMENT- / / AIty #3 / / / Y # „ „ 93 w (°° `; I" 1 / _ / 270 o sr- /2;600 sF E First Floor Elev. = 406.00' CD Q _ CA Cal Lo / ♦'' y ��' FAnced Do O N N - , Roof Elev. = 461.75 \ / c� z / / % NEW 20' SANIT Y BuildlpA.-Height = 57 SEWER EASE T CR _ / 00 o / - - — - H • U U I r 96I : Q rPF 726 a � ^-�' — }�! .�� � , �,:W 7-v Wk CrLFli EAS:M NT� � � .-. - • -a �] � \`• - _� e^w — e e•w e•w — s'w — rw — • ew etiw — e•w e•w a'w e'w.r— a'w y e e•w e^w sw_` e'+�,- e'w -- eT p, I 4rt }i",. 8' l4,WATf RMNN W �c c.: -ten c�,. pVf .:v ci qtr ).WAfIR N�- z ali x WGII s— s s s s— s s� s— s� s—s.– sr—• s ljs s y...} 8"Pvc. _ N..i_3 Mt'_ 5 WA RLIN 9 _• •f _20'JN � � n ASE"drNT i e. • a.. :g .� NEW • Ret Wall _ _ — .. WATERLIN ASEMENT U Q He' ht=3' iAll, 1 ' / E� I NEW i EA EMEN DR Ari LoweeriDeck IElev. 392.12' W I \, // HP Z W F U pe¢r Deck �lev. / 403.52' x s Lower/Deck Elev. = 405.17; = sT-n W O a \ ` 92' P ( 35 Oa 5. _ , Firstl Floor Elev. = 415.17' E-� Lower Deck Elev\=3778' Firstt Floor Elev. 413.52 - h � i Roof Elev. = 448.25' ry First Floor Elev, = 37.98 1 Rt of 457.93' / _ p \\ \\ \\ Roof Qev:,= 443.73' \\ ldin� Heigh = 64'i _ - Building Height = 34," \ O --- \ \ \ Building 1\igg�ht =,62' z ��� \\ \ 92' '� I / / / - - F� \ - B SE LI r-- —. —� _ 14- M waN_R- t'b'- - _ - W E-� Q NEW 20' SANT{ARY / y SE,WER EASWEf,✓,T 20 4D DDR PROJECT NO: 70457 r 41 0 2D _ 60 1 rl \\ \ \ \ s`+, / / / / / i ` \ \ \ ,✓ - -- 1 \ \ INDEX TITLE: SCALE: 1" = 20' •,`\ ` 1I j _ 11 II 1 / \ \ \ / __--430--" \ \ \ Y/, SHEET NO: 5 OF 11 /� 1 \1� \1 I \\I DATE: 01/28/05 PRELIMINARY SITE DEVELOPMENT PLAN FOR E a °p 0 o ( r aI SOUTH PANTOPS CONDOMINIUMS a � TM 78 PARCEL 20 RIVAN NA DISTRICT, ALBEMA►RLE COUNTY, VIRGINIA Greenway Reservation Refer to Note 6. Note; From point "A" to point B'Property Linefollows centerline of Rivanna River Major Courses are shoran hereon 1 1 1 Point A 1j} '.250.61 -iilF N173 20 NIS N D•0 y l w TfJ 7B Poen Ltd 1 W WLT4ter� Tth 28 DO 121 IFF R,1 283¢38 'N47'37'05"W 516'3700"W 131.91' 20' Drainage l Easement E7 DB1243-029 �,b E2 X20' Drainage Easement/ Appr- oz Limits of 100 Year Flood Zone As Shown on Community P*l No. 510006-02408 i/ and Stream Consertl(Wit Buffer Sight Distance Easement DB 1243-28 Sight Distance Easement -20' Drainage Easement —20' Waterline Easement NOTE: Drainage Easements recorded in DB 1050-623 are to be revised as shown. 20' Son. Sewer Easement DB 841-521 SB, IS® \v` <\TM'18,par 19A 73, 291.0 ` 5 Moore Ca�rC or Dorothy SyF SE L6 R-15 Residential a 5� DB 1584-012 '89 IF S Strother, Par her, Maaryry TM 78 Par 18A TM 78 Par 20J R-15 Residential Dovall, William State Farm Mutual DB 1832-735 Auto Insurance R-15 Residential DB 669-555 Residue of DB 1596-238 TM 78 Par 20 TM 78 Par 18U South Pantops H Land Trust Greene, Betty Lou William Zoned- R-15, HC R-15 Residential 11 DB 1069-499 DB 2040-311 DB 799-433 200 0 200 400 600 SCALE: 1" = 200' CURRENT DEVELOPMENT PLANNER CURRENT DEVELOPMENT ENGINEER ALBEMARLE COUNTY SERVICE AUTHORITY FIRE OFFICIAL ARCHITECTURAL REVIEW BOARD BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORATION plTH pF` �9 TIMOTHY RAY MILLER➢ Lic. No. 30542 klsS,ONAL C1 Cover Sheet o C2 Notes, Abbreviations, & Legend C3 Context Plan C4 Existing Conditions/Demo Plan 0 C5 Site Plan o z mo C6 Lower Level Parking Layout A C7 Upper Level Parking Layout C8 Grading & Utility Plan O C9 Landscape Plan U CIO Details I C 11 Preliminary E&S Plan a w I $CQ N LL INDEX TITLE: C1 SHEETNO: 1 OF 11 Attachment A z cj C:) �D 5 F Z Z Fz- a Q o E- a F F x O- C) E- �xco co w E -i a �z o�� W DDR PROJECT NO: 70457 INDEX TITLE: C1 SHEETNO: 1 OF 11 Attachment A N1'1'L+P DATA & (;rL(AERAL AUTEN GENERAL WATER & SEWER CONDITIONS OWNER, SOUTH PANTOPS 1 LAND TRUST P.0 Box 8147 CHARLOTTESVILLE. VA 22906 DEVELOPER: C.W HURT CONTRACTORS P.0 BOX 8147 CHARLOTTESVILLE, VA 22906 IEGAI REFERENCE & SOURCE OF TITLE: TAX MAP 7& PARCEL NO. 20 DEED BOOK 2913, PAGE NUMBER 156 MAGISTERIAL DISTRICT: RIVANNA SOURCE of BOUNDARY SU VEY. RIVANNA ENGINEERING & SURVEYING. 01/05/2005 aemrs OF TOPOGRAPHY, LOUISA AERIAL SNVEYS 1989 A PORTION CE THIS PROPERTY IS LOCATED IN FLOOD ZONE AE AS SHOWN ON FEDERAL EMERGENCY MANAGEMENT AGENCY. -ROOD INSURANCE RATE MAP NUMBER: 51003CO289D. DATED. 02/04/2005 goQMARK(Sy TOP OF EXISTING SANITARY MANHOLE ALONG SOUTH PANTGPS DRIVE EIEV - 4055.17 WATER SOURCE: ALBEMARLE COUNTY SERVICE AUTHORITY �aRVI� ALBEMARLE COMITY SERVICE AUTHORITY 14S PROPERTY IS ZONED: R15 RESIDENTIAL SF.IB&011- FRONT YARD SIDE YARD REAR YARD BUILDING 25' 15 20' MAXIMUM BUILDING HEIGHT 65' mA)aMLN NUMBER OF DWEEJJNG UNITS, 125 DENSITY:.. 125 Un4e/13.118 A" - 9.5 Unite Per Acre PROPOSED ADT: 544 TPD PER ITE FIGURE /232: HIGH-RISE RESIDENTIAL CONDOWNEUM/TOWAHOUSE PAAN TIBC' PARKING AREA: 6" - PA AGGREGATE BASE MATERIAL Y - SM 93A SURFACE MATERIAL SIDEWALK(S): 4" - 3000 PSI CONCRETE DUWPS70 PAD: 6" - 3000 PSI CONCRETE CURRENT USE VACANT PROPOSED USE, RESIDENTIAL CONDOMINIUMS PARING SCHEDULE 2+ Bedroom Untie - 100 wits x 2 • 200 Spmes Required 1 Badraorn UnKs - 25 unite x 1.5 - 38 Spaces Required 236 TOTAL SPACES REQUIRED 250 TOTAL SPACES PROVIDED SPACES REQUIRED SPACES PROVIDED: HANDICAP 7 10 + 3 VAN ACCESSIBLE ffaLAF 231 247 TOTAL 238 200 LAND SCNEO EL PRE-OEAJOPNENT ($F) x POST -DEVELOPMENT (SF) % BUILDING(S) 0 0 58.601) 10.3 PAVED 0 0 46.595 8.2 OPEN 571-333 100 465.938 81.5 TOTAL 571,333 IOD% 571,333 100% CONTRACTOR'S COORDINATION RESPONSIBILTIM 1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALJ. PERMITS REQUIRED FOR CONSTRUCTION OF MESE PANS. 2 ANY TRE WORK IS PERFORMED OFF-SITE OR WITHIN AN E6STIA EASEMENT. THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NAM OF PROPOSED WORK AND TO FOLLOW ANY GUIDLIIlES OR STANDARDS NICU ARE ASSOCIATED NTN OR REFERENCED, N THE RECORDED EASEMENT. 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEYENM LETTERS OF PEHISMK ETC. ARE RECORDED/OBTAINED PRIOR TO THE STMT OF ANY CONSTRUCTION. 4. CONTRACTOR TO VERFTY ALL SITE PUNS AND PROFILES AND DETAILS FOR CONSISTENCY AND F CONVICTS EXISTS. CONTACT ENGINEER FOR CLARIFICATION AND/OR DIIiECTICN. NIE WVAIION DETERMINED BY CCNJRAC70R SHALL BE DOE AT HIS/HER OWN RIS(. 5. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISTING UTILITIES IN CONFLICT WIN PROPOSED WORK HAS BEEN COMPLETED INCLUDING UTILITY POLES 6. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REURRED BY ALBEMARLE COUNTY WOE. 7. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PUNS. 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 AM SPECIFICATIONS THAT ARE SUPPLIED AS PART CE THE CONTRACT DOCUMENTS & CONTRACTOR SHALL COMPLY NTH All WERAMX PERMIT REQUIREMENTS, E A PERMIT EXISTS 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS (UNLESS OTHERWISE NOTED ON PAINS) NCLUDNG BUT NOT LIMITED TO. AL UTILITIES STORM DRAINAGE, SANS TRAFFIC SIGNALS & PIES, ETC. AS REQUIRED. ALL WORK SHALL BE N ACCORDANCE NTH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL OOST SHALL BE INMUDED N BASE BID. 10. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OF STE AREAS, AND SHALL SE RESPONSIBLE TO REPAIR RESULTING DAMAGES, F ANY, AT NO COST TO OWNER. ii. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STOMWATER MANAGEMENT PROGRAM (VSIMP), GENERAL CONSTRUCTION PERMIT (COP) PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION (DCA) UNDER THE JUPI DICTION OF THE EPA. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL FRE A GOP NOTICE OF INTENT WIN THE DCR AND PREPARE A STOMWATER PREVENTION PAN N ACCORDANCE NTH THE VSMP REGULATIONS. 12 CONTRACTOR SHALL COORDINATE WITH ALL UIUTY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. I& CONTRACTOR SHALL BE RESPONSIBLE FOR STE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUUIREMEITS. H. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE NTH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, ORDINANCES AND STATUTES 15. EXISTING UMUTIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE NTH LOCAL. STATE AND INDIVIDUAL UIILUTY CoMPANY STANDARDS SPECIFICATIONS. AND DETAILS. THE CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE UTILITY REPRESENTATIVES. 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFTNG THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2 THE LOCATION OF EXISTING UTUTIES ACROSS THE UNE OF THE PROPOSED WOK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WERE 540X11, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LIES AND STRUCTURES AS NECESSARY. 3 ALL MATERIALS AND CONSTRUCTION SHALL COMPLY NTH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE AIBEMARLE COUNTY SERVICE AUTHORITYY, 4. DATUM FOR ALL ELEVATIONS 940YM N 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 CENIFRINE OF PIPE THIS INCLUDES ALL FIRE HYDRANT LINK SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SRO APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. & VALVES ON OEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE UNE GENERAL UTRM NOTES 1. CONTACT MISS UTRJTIY AT 1(800)552-7001 48 HOURS PRIOR TO ANY GRADING OR DIEING TO HAVE UNDERGROUND UTKJTIES MARKED. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION M INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO MS OWN SATISFACTION. 2 THE LOCATIONS, SIZES, AND TYPES OF EXISTING U71JTES HAVE BEEN TAKEN FROM AVAILABLE RECORDS AND ARE SHOWN AS AN APPROXIMATE REPRESENTATION ONLY. THE OWNER OR LYS REPRESENTATIVE(S) HAVE NOT INDEPENDENTLY VERIFIED THIS INFORMATIONS AS SHOWN ON THE PIANS THE UTILITY W ORMAT04 SHOWN DOES NOT GUARANTEE THE ACTUAL EXISTENCE, SERUCEAMUTY, OR ORO DATA C04OHNS THE UTBJIES NOR DOES IT GUARANTEE AGAINST THE PO55•UTY THAT ADDITIONAL UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN ON THE PLANS PRIOR TO ORDERING MATERIALS AND BEGINNING CONSTEEL"0N, THE CONTRACTOR SHALL VERIFY AND DETFNINE TIME EXACT LOCATIONS, SIZES, AND ELEVATIONS OF THE POINTS OF CONNECTIONS TO EXISTING UTILITIES AND. SHALL CONFIRM THAT THERE ARE NO INTERFERENCES NTH EXISTING UTILITIES AND THE PROPOSED UTILITY ROUTES, INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY. 3 WERE AN EXISTING UTILITY IS FOUND TO CONVICT NTH THE PROPSED WORK, OR EXISTING CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT TIE WOK CANNOT BE COMPLETED AS INTENDED, THE LOCATION, ELEVATION, AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WTHWT DELAY BY THE CONTRACTOR, AND THE INFORMATION FlMH9ED IN WILTING TO THE OWNER'S REPRESENTATIVE FOR THE RESOLUTION OF INE CONFLICT AND 0ON7RACTDR'S FAILURE TO NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR ADDITIONAL PARENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFIJCT. C ALL HYDRANT LOCATIONS TO BE APPROVED BY THE ALBEMARLE COUNTY FIRE MARSHALL PRIOR TO FINAL APPROVAL BY THE COUNTY AND ARE To BE INSTALLED ACCORDING TO COUNTY STANDARDS 5. RN ELEVATIONS FOR DRAIN AND SEWER MANHOLES, WATER VALVE COVERS, GAS GATES ELECTRIC ANO TELEPHONE PIAL BOXES, AND MANHOLES. AND DIM SUCH ITEMS ARE APPROXIMATE AND SHALL BE SET/RESET AS FOLLOWS: A IMPERVIOUS SURFACES: FLUSH B. PERVIOUS SURFACE PEAS ONE INCH ABOVE SURROUNDING AREA AND TAPER EARTH TO THE RIM ELEVATIOI. 6. ALL BUSING REQUIREMENTS TO INSTALL UTUTIES SHALL REQUIRE A PERMIT AND SHALL BE PERFORMED IN ACCORDANCE WIM THE ALOWARIE COUNTY STANDARDS AND THE PROJECT SPECIFICATIONS. 7. AL DRAINAGE STRUCTURE INTERIOR DIAMETERS SHALL BE DETERMINED BY THE MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON THESE PANS AND LOCAL MUNICIPAL STANDARDS THE MINIMUM MANHOLE DIAMETER SHALL BE 4 FEET. & ALL STORM SEWER SHALL BE CONSTRUCTED N ACCORDANCE VIM VOOT SPECIFICATIONS SECTION 302 AND SECTION 232 AND AS SPECIFIED ON THE DRAWINGS. 9. THE CONTRACTOR IS REQUIRED To PERFORM ALL TESTS REQUIRED BY THE COUNTY OR ALBEMARLE COUNTY SERVICE AUTHORITY TO SEINE ACCEPTANCE OF ALL UTILITIES 10 ALL CONCRETE USED IN UTILITY CONSTRUCTION SHALL BE 4000 PSI CONCRETE IN ACCORDANCE MINI MT SPECIFICATION SECTION 217. If. NO PLANTINGS OR ERECTION OF OTHER OBSTRUCTIONS SHALL BE MME "TIN FOUR FEET OF ANY FIE HYDRANT. 12 ALL UTUTES TO BE ARCED UNDER EXISTING COUNTY STREETS MIST BE BORED OR JACKED UNLESS SPECIFICALLY APPROVED OTHERWISE OR NOTED ON THE PIANS. 13. WATER METERS SHALL BE LOCATED IN AN ACCESSIBLE LOCATION AND SHALL NOT BE INSTALLED UNDER EXISTING PIPING CLOSE TO OTHER FAOUTES. 14. FOR UTIUTES INSTALLED UNDER ROADWAYS AND/Olt EASEMENTS PLANNED FOR FUTURE ROADWAYS, BACKFILL SHALL BE COMPACTED TO NOT LESS THAN 95% OF MAXIMUM DENSITY; IN ACCORDANCE WIN MT SPECIFICATIONS. SECTIONS 523.03, 302, 303.10, AND 200.02 PER PAM. 15. CONTRACTOR IS TO VERIFY THAT All UTILITIES IL. WATER, SEWER. GAS ELECTRIC. TELEPHONE CABLE, ETC., ARE IN PLACE PRIOR TO CONSTRUCTION OF SUBBASE AND/Olt PAVING. 16. JIM PLANS AND PRONES AND ALL THE NEW CONSTRUCTION WIN THIS PLAN SHALL BE IN ACCORDANCE WID THE CURRENT APPROVED ABEAARLE COUNTY SERVICE AUMORUTYS GENERAL WATER AND SEWER CONSTRUC70 SPECIFICATIONS. ANY AMENDMENTS TEREO AND THE STANDARDS AND SPECIFICATIONS OF VDDT. 17. ALL WATRUNES AND SANITARY SEYERLWES SHALL MAINTAIN A 10 FOOT HORIZONTAL SEPARATION OR WEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE) IN ACCORDANCE TO VIRGINIA HEATH DEPARTMENT STANDARDS. I& PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC, TELEPHONE, CABLE, AND GAS WHICH SERVE IHS FACILITY SHALL BE LOCATED NTH A MINIMUM 5 FOOT SEPARATION FROM PUBLIC WATERMAINS AND SANITARY SEWER. 19. ELECTRICAL POWER SHALL BE DERIVED FROM RUNG ELECTRICAL PANELS TO GENERA SIE LIGHTING IN ACORDANCE WTIR NATIONAL ELECIRIC CODE 20. ALL PIPES SAWN AS RCP ON PANS STALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS INDICATED OTHERWISE ON PLANS 21. ALL CONDENSATE DRAIN AND 071ER PLUMBING CONNECTIONS ARE TO BE INSTALLED ACCORDING TO BOCA NATIONAL PLUMBING CODE. 22. MISTING MANGE FRAMES AND COVERS AND VALVE BOSS AND COVERS TO REMAIN SHALL BE ADJUSTED OR RECONSTRUCTED, AS NECESSARY, TO MATCH MOM GRADES. GENERAL CONSTRUCTION NOTES (PART ONE) 1. PRIOR 10 ANY COSIRUC110N WITHIN ANY DOSING PUNIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROM, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT O TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE POUT. WOE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2 ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SLTAIION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE NM THE APPROVED EROSION CONTROL PIAN AND SHALL BE INSTALLED PAIN TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTUZID, SEEDED AND MULCHED. 5 THE MAXIMUM ALLOWABLE SLOPE IS 21 (HORIZONTAL• VERTICAL). WHERE REASONABLY OBTANASUL LESSER STAPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED *04 IN THE WNON OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY N ORDER TO STABILIZE A DRAINAGE CHANNEL 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WIN THE VIRGINIA MANUAL FOR INFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED COMAE PPE - CLASS II. 9. ALL COVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY NTH OSHA STANDARDS FOR THE CONTRUCTON INDUSTRY (29 CFR PART 1926). GENERAL CONSTRUCTION NOTES (PART TWO) 1. WORT( WPM THE LOCAL RIGHTS-OF-WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORT( WINN STATE RIGHTS-OF-WAY SHALL CONFORM M 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 FELL AND BACKFILL MATERIAL UNDER PARKING AREAS, ROADS, SIDEWALKS AND OTHER WNCAETE AND PAVED SURFACES USE COMMON FILL MATERIAL FOR GENERAL SITE GRADING. PUCE MATERIAL IN 6" UFTS. 3. COMPACT LAYERS OF FILL TO 95 PERCENT BY MOMS PROCTOR MEIFIOD PER ASTM D 1557 BENEATH AND WTHIN 15 FEET OF BUILDINGS AND BY STANDARD PROCTOR METHOD PER ASTM D 898 BENEATH AND ATM DERNMN POND EMBANKMENTS, PAVEMENTS WALM, AND ROM SHCMM INCLUDING AREAS THAT MAY BE USED FOR FUTURE CONSTRUCTKN. N DIM UNPAVED AREAS COMPACT 90 PERCENT BY STANDARD PROCTOR METHOD PER ASTM D 698. IF ME DENSITY OF IME ADJACENT SOIL IS MORE THAN THE DEHSTY SPECFED, MEN COMPACT TO A DENSITY NOT LESS THAN THE DENSITY OF THE ADJACENT 5011. 4. AREAS ON WHIM FILL IS TO BE PLACED SHALL BE CLEARED, GRIIBBED, AND STRIPPED OF TOPSOIL SOL MATERIALS SHALL BE FREE OF DEBRIS, ROOTS, WOOD, SOUP MATERIAL. VEGETATION, REFUSE, SGT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR 08JECTIOUL MATERIALS THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE-HALF THE UFT IHICK ESS COMMON FILL MATERIAL SHALL BE UNQASSFIED SOL MATERIA WITH 111E CHAAACTERISIM REQUIRED TO COMPACT TO 111E SOL DENSITY SPECIFIED FOR THE INTENDED LOCATION. SAKFILL AND FILL MATERIAL ASM D 2487. CLASSFICATNN GW, W, ON, O%, SW, SP, SM. SC WIN 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. CASSFICAMN GW, GP, SW. SP NM A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. S. ALL FMISED GRADHG. SEEDING AND SODNG SHALL BE DONE N AKN A MANNER TO PRELUDE THE PONDING OF THE WATER ON THE STE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS 6. CUT AND PATCH WON( N EXISTING PUBLIC STREETS MST BE PERFORMED N ACCORDANCE WTH VOOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. 7. ALL DMNG CURB AND GUTTER ALONG THE FRONTAGE OF THIS STE N 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 SCIL GiOUAWAIR, AND OTHER MEDIA ARE ENCOUNTERED WRING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL. OLFACTORY, OR OMR EVIDENCE, THE CONTRACTOR SHALL STOP WOW IN THE VICINITY OF ME SUSPECT MATERIA TO AVOID FURTHER SPREACNG O THE MATERIA, AND STALL NOTIFY THE OWNER IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. J �ppNN�� Jaron C Vj PRo' ei O M � smm GENERAL EXIST PROP DESCRIPTION EXISTPROP DESCRIPTION a D n C 0 N ng ARAN ABANDON(ED) MAX MAXIMUM - PROPERTY UNE x 12TC TOP OF CURB ELEVATION O N 010 ADJ ADJUST MIN MINIMUM ADJACENT PROPERTY UNE x 1258C BOTTOM OF CURB ELEVATION .£ N 0i AND AHEAD MON MONUMENT CONCRETE - - - - - VACATED PROPERTY UNE x 12e FL FLOW UNE ELEVATION O d APRX APPROXIMATE NIC NOT IN CONTRACT EASEMENT x 12'EOP EDGE OF PAVEMENT ELEVATION U" X BC BACK OF CURB NTS NOT TO SCALE ! ❑ BUILDING SETBACK x 1Y SPOT ELEVATION M ' STE BASEMENT FLOOR ELEVATION W ON CENTER PARKING SETBACK x 12°Tw TOP OF WALL ELEVATION VAo�• ,cm Y,+4 BIT BITUMINOUS ON OVERHEAD M4O ZONING LINE x 12eBW BOTTOM OF WALL ELEVATION X648 Pr� SK BACK PE POLYETHYLENE a<O SM BENCHMARK PERF PERFORATED z. •xm .:F LIMIT OF DISTURBANCE 6M TEST PIT LOCATION/BORING LOCATION BS BOTTOM OF SLOPE PROP PROPOSED ----- -. FLOODPLAIN LIMIT BENCHMARK • IRON FOUND e CO CATCH BASIN PRVD PROVIDED . _..,i _.. _ - ez - BUFFER ZONE jCG12 ACCESSIBLE CURET RAMP PWW PAVED WATER WAY .ads•. RMA ?c RMA - RESOURCE MANAGEMENT AREA - UD - UNDERDRAINER�. CENTER UNE RCP REINFORCED CONCRETE PIPE rn.A RPARPA - RESOURCE PROTECTION AREA - - DRAINAGE LINECL CHIN LANK REM REMOVE ROOF DRAINCMP CORRUGATED METIAL PIPE RE00 REWIRED '---- ---- EDGE OF GRAVEL- �SEWER LINE��CONIC CONCRETE RET RETAIN- - - EDGE OF PAVEMENT CG -2- - m TRENCH DRAIN CY CUBIC YARDS RT RIGHT STANDARD 6" CURB C/C CENTER M CENTIER R/W RIGHT OF WAY W-} -e'w - WATER UNE STANDARD 4" CURB Ia C&G CURB AND GUTTER R&D REMOVE AND DISPOSE CG -6. -•"JP FIRE PROTECTION UNE r� COMBINATION 6" VIRE &CUTTER DIA DIAMETER R&R REMOVE & RESET CG -7 -2 Drv- WATER SERVICE LINE 0. ELEVATION SO SIGHT DISTANCE - COMBINATION 4' CURB At GUTTER - o GAS LINE ELEV ELEVATION SO SQUARE FIRE LANE STRIPING z �y OVERHEAD ELECTRIC VIRE z ES END SECTION STA STATION a '4Ee BUILDING ENTRANCE - - "' UNDERGROUND ELECTRIC c U EW END WALL SW SIDEWALK •Rw X10 LOADING DOCK - °Xi - OVERHEAD TELEPHONE UNE EX EXISTING SWEL SOLID WHITE EDGE UNE a • BOLLARD - um - UNDERGROUND TELEPHONE UNE EXIST EXISTING SWILL SOLID WHITE LANE LINE ic] QD DUMPSTER PAD -c"*°- CABLE N FDN FOUNDATION TBA TO BE ABANDONED SIGN I� -- _ FEE FINISHED FLOOR IBEVATION TBI- R TO BE REMOVED DRAIN INLET y m GTO GRADE TO DRANI TC TOP DE CURB - - - - STEEL GUARDRAIL O DRAIN MANHOLE IF IRON FOUND IS TOP OF SLOPE _.._. r ❑ m - WOOD GUARDRAIL C PLUG OR SNB wo IS IRON SET TTP TYPICAL -XI FLARED END SECTION c p ..._.. __ _ PATH C LA LANDSCAPE AREAA UG UNDERGROUND-..._ ...._. HEADWALL LOD LIMIT OF DISTUREBANCE VESCHVA E&S CONTROL HANDBOOK ` -` - - TREE UNE w LF LINEAR FEET YDS YARDS -. _.._,.....-.. FENCE O SEWER MANHOLE W J LT LEFT ?I::iT.L.T.:CLQ.' C� STONE WALL ° SEINER CLEANOUT CC) y o -----,--- RETAINING WALL O i WATER VALVE & BOX UJ UTILITY - - ---- - STREAM / POND / WATER COURSE O FIRE HYDRANT c ARV AIR RELEASE VALWE MH MANHOLE - - -.- - DETENTION BASIN ® WATER METER ft BOA BLOW OFF ASSEMBLY PVC POLYVINYL CHLORIDE - - x - SILT FENCE 0 WATER WELL q CO CLEANOUT RIM RIM ELEVATION CN CABLE TELEVISION SAN SANITARY - 012 - CONTOUR GAS VALVE - DI DROP INLET SCC STOIRMWATR 00 INDEX CONTOUR CONVEYANCE CHANNEL .._ _. y GAS METER DIP DUCTILE IRON PIPE( SO STORM LL ® PARKING COUNT ELEC ELECTRIC STIR DRAINAGE STRUCTURE�# O ELECTRIC MANHOLE Z F g±t 1 II„1 CROSSWALK [u FH FIRE HYDRANT TSV TAPPING SLEEVE & VALVE® ELECTRIC METER iJ. ® ACCESSIBLE CURB RAMP �I FM FORCE MAIN UP UTILITY PCF '+' LIGHT POE HANDICAP PARKING O ✓ 5 Z F&C FRAME AND COVER WL WATER LINE t O TELEPHONE MANHOLE VAN -ACCESSIBLE HANDICAP PARKNG F -H F&G FRAME AND GRA70E WM WATER METER v T❑ TRANSFORMER PAD 1� GT GREASE TRA' WV WATER VALVE UTIUTY POLE CONCRETE PAVEMENT /SIDEWALK Q^^ O GV GATE VALVE 6"V 6" VALVE - -'I WY POE n RIPRAP HOPE HIGH DENSITY POLI THYLENE INV INVERT NEW ASPHALT MATCHLINE GRASS EO EC -2 BLANKET MATTING C/) GENERAL RIOTERS EC -3 TYPE A r a H 1. ACCESSIBLE ROUTES PAN NG SPACES RAMPS, SIDEWALKS AND WALKWAYS SHALL BE O CONSTRUCTED IN OWORWIANCE WIN THE FEDERAL AMERICANS WITH DISANUIES ACT AND EC -3 TYPE B ���II I-� WIN STATE AND LOCAL I MWS AND REGULATIONS (WHOEVER ARE MORE STRINGENT). NOTES: WETLAND 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL STAIRS WITH TdEE N MORE RISERS ARE TO HAVE HANORALS ON BOTH SIDES. ... 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. �-'H ^ C -)--I Qi 3. SIDEWALKS ADJACDIT TDO PARKING SHALL HAVE A MINIMUM WIDTH OF 6 FEET. F+-1 1H--I--I 4. TO THE BEST OF OU 811EEF AND KNOWLEDGE, THERE ARE NO KNOWN GRAVE SITES ON THE SUBJECT PRGUTY.I. WN E ­4Q E --I 5. PLANTINGS ALL BE PROVIDED NTH MINOR ADJUSTMENTS IN THE FIELD 70 ELIMINATE w D Z 0 CONFLICTS WIN OXER !STRUCTURAL FEATURES F+i Q J 6. THIS SITE IS NOT LOOATFED M A RESERVOIR WATERSHED.7. ROOF ROOF ELEVATIONS O SHEET GB ARE BASED ON MIO -LEVEL OF SLOPED ROOF FOR ALL BUILDINGS ON THE SITE EYi y DDR PROJECT NO: 70457 INDEX TITLE: C2 SHEET NO: 2 OF 11 DATE: 01/28/08 I& ST -7 Outlet Structure O ST -1 ST -2 12 SPACES 0 9'x18' 24 0' 1 HC SPACE 4 SPACES 0 9'08 0 8'x18' 4 SPACES 0 9'x18' A 9 180 1 9F F1 I T Y , Amenity #3 2,000 SF Tot Lot gym^. 8 J 12 SPACES 0 9'x18' 1 VAN HC 1 SPACE 4 SPACES 0 WOW SPACE 0 8'x18' O 9'x18' HC 9 wimp E�� I I O. O O O N r ■ O� Q .' • .. .4. oa 0 sic ��pLTH pF TIMOTHY RAY MILLER> Lic. No. 30542 q � o�FSS/OAIAI ENS\a� p Cj x - MH -4 U Z z Z O f v 1x1 6' v 5 N mmm m ST -1 ST -2 12 SPACES 0 9'x18' 24 0' 1 HC SPACE 4 SPACES 0 9'08 0 8'x18' 4 SPACES 0 9'x18' A 9 180 1 9F F1 I T Y , Amenity #3 2,000 SF Tot Lot t RZ gym^. 8 J 12 SPACES 0 9'x18' 1 VAN HC 1 SPACE 4 SPACES 0 WOW SPACE 0 8'x18' O 9'x18' HC 9 E�� I I O. O O O N r O� Q .' • .. .4. oa t RZ y. y. F., iL Amenity #2 2,000 SF Fenced Dog Pork gym^. 8 J 12 SPACES 0 9'x18' 1 VAN HC 1 SPACE 4 SPACES 0 WOW SPACE 0 8'x18' O 9'x18' HC 9 y. y. F., iL Amenity #2 2,000 SF Fenced Dog Pork 0 cJ , 'Pool Deok;Qhv.•.:, 39.4x0` ♦ 25'x12' ♦ Pool House gym^. 8 J HC Q 4 SPACES 0 9'x18' 1 HC SPACE 4 SPACES 0 9'x18' 0 8'x18' 122 SPACES 0 9'x18' , z I L E�� I I 0 cJ , 'Pool Deok;Qhv.•.:, 39.4x0` ♦ 25'x12' ♦ Pool House V 1 W I � W I � � DDR PROJECT NO: 70457 20 0 20 40 60 I INDEX TITLE: SCALE: V = 20' I 1 I �J I I ISHEET NO: 7 OF 11 DATE: 01/28/08 gym^. 8 J lJRRNN Q I E�� 6 O. O O O N r O� Q v O t 46) 4 oa 0 sic ��pLTH pF TIMOTHY RAY MILLER> Lic. No. 30542 q � o�FSS/OAIAI ENS\a� V 1 W I � W I � � DDR PROJECT NO: 70457 20 0 20 40 60 I INDEX TITLE: SCALE: V = 20' I 1 I �J I I ISHEET NO: 7 OF 11 DATE: 01/28/08 6 Q 0 z \ p Cj x - MH -4 U Z z Z O v 1x1 6' v 5 N m a� co 0 LL co 0 z z c m U o �:D 5 Y U E rr �y F+ E ST -1 I --I E -r W a Q [x� N W 0 O T 1 FZI (7 V � Q" a -M 0 w -- a F w N ST -i2 F+i � Q4 iu V 1 W I � W I � � DDR PROJECT NO: 70457 20 0 20 40 60 I INDEX TITLE: SCALE: V = 20' I 1 I �J I I ISHEET NO: 7 OF 11 DATE: 01/28/08 6 Q � z \ p Cj - MH -4 1x1 6' v N co 0 LL co w z z c U o �:D 5 Y U E rr �y F+ E ST -1 I --I E -r o $T -1Q a Q [x� N W 0 T 1 FZI V Q" a J 0 w -- a F w ST -i2 F+i � Q4 iu J V 1 W I � W I � � DDR PROJECT NO: 70457 20 0 20 40 60 I INDEX TITLE: SCALE: V = 20' I 1 I �J I I ISHEET NO: 7 OF 11 DATE: 01/28/08 I . I , I �, ­�_­_, , �,� 'i" �11. ,;., , : , � ­,"', .1, , . I .. . 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No. 30542 -0 P I q - UX, 4t, 01VAL E 1 s 1 1 0 � C) !� 0 LU Z: 0 Cf) z n 0 N-4 U co 5� 9 54 = � 9 Q - 9 0 Ui z 1 g 1 (D V5 U) 111111111 8 I 23 0 Z�- 0 0 4 - - M 4 . . � CO Z z 0 0-1 rn 5-4 P4 = 0 W_ = , . C . . a4 LU I IC) CQ I !� co, gI .41 1 r_ ;:!I z P-4 v J C_�, pc� �� o4 0 �D �� Pr.., �_� � - r_4 Z �_� �� z z I I 0 ;wam) c 0-4 Q-1 . (:::� G z -4 > P4 W 0 ,-:1 E ... 4 �:j E-1 �_� U 04 c!:� E-4 U) U) �� PO �D >--4 Q..4 PQ 0 �_4 C;d Q4 E-4 ' 0 <� Z Z - E-4 -C::� U z 0-4 P____1 �� Q..4 �-� 04 E__4 q 04 �_4 U) �V� P_" 1:2) �T4 E-4 = �4 �D ,el - - LU 10-4 C:) ;?-; z -j U) �_ �_ 9 Uj 124 = U) DDR PROJECT NO: 70457 INDEX TITLE: C 8 : 6 OF 11 DATE: 01/28/08 - •''-. -"i 1 // _ -`�__ \� /jy' _- ----�__� �� \•, �/ '' \\ VARIABLE Slope Varies VARIABLE WIDTH CLASS A-3 CONC J C <p�- ., �'�/ � SLOPE: 1/4" i" (MAX) . 2" SM-9.5A .:._._ 4" —r O �0 COMIPACTED GRADE 6'- VDOT 21A BASE MATERIAL VDOT 21A COMPACTED C 95% COMIOMIPAC7ED SUBGRADE 95% COMPACTED OQ Typical Paving Section Detail 2 /J 1 Side Typical Sidalk Cross Sectio -------- n NOT TO SCALE - ..._ ._on NOT TO SCALE.-. ..-_;yob/ y�'� / / % i � / � 7� % , �%'//!/'' dca++ ,►cp'ybo 96 Cx- CG-6� 444 /' _ ' • I I ' j '� /- T H p/. / / - / / / / / / / WIDTH VARIES SI Concre 3000P 5 6" 01 BM 25PL fIf(II1(IIII IICIIIIIIIIIIIIII. ! /,/ Y -__ -- e� .-III c , I / / ' .. / / , / � - -/ / // ' /// a" _ 6.. 1,.... -. � 4"PIPE i �11M01HY RAY MILLER— v a // ... :.�`.._�. .,:i , /; %/'//i'/////�// i..- , ,.. 8 k 21A Lic. No. 30542 4 ® 12" •. —TO DAYLIGHT i \ /'"- \ '," •/. I ! o J ! /'./\�!/ //'/ / / , / // / , / �/ , ///,/ // ///// / / / < l� VDOT' 21 COMPACTED SUBGRAD EACH WAY STONIE BASE 95% COMPACTED �VDOT STD. UD-4 - I I UNDERDRAIN F S/ N -NAL E / 1 I \ . I l , , / ,. •/ / , , // /i / / //� /' // / �' /�///// / /! / / i'� y I4— 1' (TRENCHED AFTER SUBBASE COURSE / �TVPical Pavement Section - Dumoster Pad IS IN PLACE) c ., / , / e. w / z! - / .. / / / / / / C1� NOT TO SCALE - �Typlcal Paving Section- South Pantops Drive Improvements / NOT TO SCALE Z 2i O� U x12' •�h ' T ��� _ � � �_ ��J// ♦ ����� /�y"_.I l� 11/l� l! __ _� i��� _ � �i�/ \ -Iwr Se.w nw /. 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