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HomeMy WebLinkAboutSDP199800027 Plan - Approved 1998-02-26I 3 Tj 0 U Cu m CD z W CD CD I 0 I FINAL DEVELOPMENT PLli'lk OWNER /DEVELOPER: UNIVERSITY OF VIRGINIA FOUNDATION 2333 OLD IVY ROAD P.O. BOX 9023 CHARLOTTESVILLE, VIRGINIA 22903 (804)982-4848 FAX(804)982-485N ARCHITECT: SMBW 10 SOUTH 3RD STREET P.O. BOX 9023 RICHMOND, VIRGINIA 23219 (804)782-2115 FAX(804)782-2117 ASSOCIATE ARCHITECT: MITCHELL, MATTHEWS AND ASSOCIATES 2350 OLD IVY ROAD P.O. BOX 5603 CHARLOTTESVILLE, VIRGINIA 22905 (804)979-7550 FAX(804)979-5220 a R iva na Magisterial District Albemarle Count, Virginia DECEMBER 29, 1997 DEPT. OF PLANNING h COWMUNITY DEVELOPMEN VIRGINIA DEPT. OF TRANSPORTATION DEPT. OF ENGINEERING BUILDING OFFICIAL ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPT. OF HEALTH FIRE OFFICER DEPT. OF ZONING 3. 4. 5. 6. 7. 8. 9. 10. 1 OA. SHEET INDEX COVER SHEET GENERAL NOTES, LEGEND SITE PLANSP01 SITE PLAN SP02 SITE PLAN SP03 SITE PLAN SP04 MISCELLANEOUS PROFILES DRAINAGE DIVIDES LANDSCAPING PLAN LANDSCAPING DETAILS & ZONING TABULATION & COMPUTATIONS PRA ALTERNATE ACCESS PLAN PRINTED FEB 2.31998 DEWBERRY & VIS fj Dewberry& Davis 10525 Battleview Parkway Manassas, Va. 20109 (703) 369-4933 FAX(703) 631-2834 CONTACT PERSON: CHUCK HENEGAR ENGINEERS SEAL & SIGNATURE REVISED 2-06-98 PER COUNTY COMMENTS Architects Engineers Planners Surveyors SHEET 1 OF 10 MAN SP279 LEGEND 32- --- 230 230 EX.EP PROP. E/P LX_C&G CG -6 -T T EX. 15" RCP PROP. 15"" RCP ------------ c; .__ - ------------ E ABBREVIATIONS EXISTING 'UTILITY POLE ---------------------- ------- ._...- 1 A A AREA OR ARC W T EXISTING iFIRE HYDRANT DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED Q 2. EXISTING WATER VALVE - -W -e - PROPOSED WATER VALVE HTO it ASTM H EXISTING (REDUCER -W-� - PROPOSED REDUCER Q(C.F.S.) AMOUNT OF RUNOFF -r- HANDICAP) HANDICAP RAMP (CG -12) ACRE 4. HC HANDICAPPED PARKING SPACE PARKING (INDICATOR 12 INDICATES TIHE NUMBER OF TYPICAL PARKING SPACES 3. TEST PIT LOCATION ANSI AMERICAN NATIONAL STANDARDS INSTITUTE HGL HYDRAULIC GRADE LINE 6. PURSUANT 1TO SECTION 1100.00 PRINCE WILLIAM 2. COUNTY DESIGN & CONSTRUCTION STANDARDS MANUAL 7. ARCH ARCHPTECTRUAL PROPOSED BUILDING ENTRANCE HP HIGH POINT EXISTING 'STREET LIGHT THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-8300-552-7001). PROPOSED STREET LIGHT .- PROPOSED) STREET NAME SIGN ASPH ASPHALT i HR HAND RAIL STORM D)RAIN STRUCTURE IDENTIFIER 18 FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALLL FIRE 9. MAXIMUM BUILDING HEIGHT = 65', EXCEPT ADDITIONAL SETBACK REQUIRED FOR HEIGHT I HYDRANT LINES, SERVICE LATERALS AND WATERLINES, ETC. HT. HEIGHT CO 10. PROPOSED BUILDING HEIGHT: 60 FT. B ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE TR AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT DITCHES. 11. PARKING REQUIREMENT: 1SP/200 SF. NFA (80,000 X 0.8) = 320 SPACES. EXISTING INTERMEDIATE CONTOUR 12. BB BOTTOM OF LINE VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT COVER IS ACHIEVED THAT, IN THE OPINION OF THE LOCAL PROGRAM c FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. RADIUS EXISTING INDEX CONTOUR ca BC BOTTOM OF CURB 1 I RAINFALL INTENSITY RCP REINFORCED CONCRETE PIPE SEDIMENT BASINS AND TRAPS, PERIMETER STANDARDS. IT IS THE CONTRACTORS RESPONSIBILITY TO BE AWARE OF ALL APPLICABLE ID INSIDE DIAMETER RD. ROAD PROPOSED CONTOUR BF BASEMENT FLOOR LOADING SPACES PROVIDED = 8 SPACES ® 12' X 25'. CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND INCH 17. TOTAL IMPERVIOUS COVER = 157,250 SF. (3.61 AC.) SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE 18. BLDG BUILDING INV. 1". INVERT RET, RETAINING EXISTING EDGE OF PAVEMENT BM BENCHMARK REFERENCE ATTACHED PROFFERS FROM REZONING # ZMA-95-04, AS RELATES TO THIS IP IRON PIPE REV. REVISION INSTALLATION. BOV BLOW OFF VALVE 6. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A RR RAILROAD PROPOSED EDGE OF PAVEMENT BRL BUILDING RESTRICTION LINE IPF IRON PIPE FOUND RTE. ROUTE SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES BW BOTTOM OF WALL IDS IRON PIPE SET R/W RIGHT OF WAY EXISTING CURB AND GUTTER 4) kn E- 7. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT Im C\2 RGP ROUGH GRADING PLAN CHANNEL, FLUME,OR SLOPE DRAIN STRUCTURE. J WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR ROM REMOTE OUTSIDE MONITOR PROPOSED CURB AND GUTTER C 9. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING JB JUNCTION BOX CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING SAN. SANITARY TRANSITION FROM CG -6 TO CG -6R C COEFFICIENT OF RUNOFF W� SBL SOUTH BOUND LANE O CATV CABLE TELEVISION O SD SIGHT DISTANCE EXISTING TELEPHONE LINE [--1 CB CATCH BASIN OR CHORD BEARINGK K SECT. SECTION M--•1 F CC CENTER TO CENTER K SIGHT DISTANCE COEFFICIENT SEW. SEWER PROPOSED TELEPHONE LINE CFS (Q) CUBIC FEET PER SECOND N w SF SQUARE FEET 1� CH CHORD SP SITE PLAN EXISTING STORM SEWER CG CURB AND GUTTERL SPEC. SPECIFICATION CIP CAST ]RON PIPE r Nc �•J L LENGTH 12. STA. STATION CENTERLINE LAT. LATER STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE STD. STANDARD PROPOSED STORM SEWER COMP CORRUGATED METAL PIPE LL LOWER LEVEL STK. STACK CONC. CONCRETE LP LOW POINT ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING STM. STORM EXISTING SANITARY SEWER Co CLEAN OUT LS LOADING SPACE SVC. SERVICE PROPOSED SANITARY SEWER 14. CONT. CONTINUATION LCG LIMITS OF CLEARING & GRADING IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. S/W SIDE WALK 15. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE STOP WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE Sa CROSS SLOPE EXISTING ELECTRIC SERVICE CCS T CURB D A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF T TB TANGENT TEST BORE PROPOSED ELECTRIC SERVICE d DEPTH MM MONUMENT FOUND TC TOP OF CURB EXISTING GAS LINE DA DRAINAGE AREA MH MECHANICAL PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR TEL TELEPHONE DB DEED BOOK OLE AFFECT FLOWING STREAMS OR OFFSET PROPERTY. TP TEST PIT DET. DETAIL M�+�•1 MI 1TT THESE REGULATIONS. TB TOP OF BANK PROPOSED GAS LINE DI DROP INLET MS MEDIAN STRIP E. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. TIP TOP OF WALL DIP DUCTILE IRON PIPE MSI' MEAN SEA LEVEL WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED N PROPERTY LINE DM DROP MANHOLE F-�-•i TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED E-4 G� DR. DRIVE W U EASEMENT LINE DRWG. DRAWING �T co SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL UD UNDER DRAIN D/W DRIVE WAY 1 v N/F NOW OR FORMERLY PROVISION SHALL APPLY TO INDIVIDUAL SUBDIVISION LOTS AS WELL AS TO LARGER LAND - UG UNDERGROUND CENTERLINE IL DELTA NFA NET FLOOR AREA ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE UL UPPER LEVEL REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS UP UTILITY POLE LIMITS OF CLEARING AND GRADING OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM ADMINISTRATOR. NO.,# NUMBER TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM E E RATE OF SUPERELEVATION IN FEET PER FOOT NBL NORTH BOUND LANE STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. EXISTING SPOT ELEVATION Drawn By EC EROSION CONTROL 18. SEE SEPARATE PLAN FOR EROSION CONTROL PLANS, COMPUTATIONS, J.C. Designed By ^ NARRATIVE AND GEOTECHNICAL REQUIREMENTS. ESM'T EASEMENT EG ELEV. EDGE OF GUTTER ELEVATION O V VA VELOCITY VERGU41A PROPOSED SPOT ELEVATION EP EDGE OF PAVEMENT VDOT VA.DEPT. OF TRANSPORTAION EXISTING TREE DRIP LINE ES END SECTION OC ON CENTER VF VERTICAL FOOT EW END WALL OD OUTSIDE DIAMETER EX EXISTING OH OVERHANG WEXISTING TREE 1�M WATER MAIN ELEC. ELECTRICAL WBL WESTBOUND LANE EBL EAST BOUND LANE p P PC PERIMETER POINT OF CURVATURE t T X PROPOSED TREE F F FIRE LINE PCC POINT OF COMPOUND CURVES FAR FLOOR ARE RATIO PCEP POINT OF CURVE EDGE OF PAVEMENT FC FACE OF CURB PCTC POINT OF CURVATURE TOP OIF CURB FCWA FAIRFAX COUNTY WATER AUTHORITY PFM PUBLIC FACILITIES MANUAL V FF FIRST FLOOR PG. PAGE 1 FG FINISHED GRADE PGL POINT OF GRADE LINE IT YARD INLET FH FIRE HYDRANT PI POINT OF INTERSECTION FP FLOOD PLAIN PL PROPERTY LINE FCPA FAIRFAX COUNTY PARK AUTHORITY PRC POINT OF REVERSE CURVES Z Z SIDE SLOPES FOY. FOYER PRELIM. PRELIMINARY FPS FEET PER SECOND PROP. PROPOSED PT POINT OF TANGENCY PVC POINT OF VERTICAL CURVATURE G PVI POINT OF VERTICAL INTERSECTION G GAS PVM'T PAVEMENT GFA GROSS FLOOR AREA PVT POINT OF VERTICAL TANGENT Gr. GRADE P&P PLAN AND PROFILE GR GUARD RAIL LEGEND 32- --- 230 230 EX.EP PROP. E/P LX_C&G CG -6 -T T EX. 15" RCP PROP. 15"" RCP ------------ c; .__ - i 12.0 125 15" OAK 0 OAK FLOW LINE - ------------ E x EXISTING 'UTILITY POLE ---------------------- ------- ._...- i 12.0 125 15" OAK 0 OAK FLOW LINE - ...- ... - ... - FENCELINE x EXISTING 'UTILITY POLE 1 PROPOSED UTILITY POLE 1 EXISTING 'WATERLINE W/ TEE - -w -+_+- PROPOSED WATERLINE W/ TEE W T EXISTING iFIRE HYDRANT DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED PROPOSED FIRE HYDRANT* 2. EXISTING WATER VALVE - -W -e - PROPOSED WATER VALVE W PROPOSED WATER METER m EXISTING (REDUCER -W-� - PROPOSED REDUCER W STOP SIGN -r- HANDICAP) HANDICAP RAMP (CG -12) DENOTES LC)CATION OF STD VDOT 4. CG -12 AND( OR JURISDICTIONAL STANDARD F AMP CONSTRUCTION PARKING (INDICATOR 12 INDICATES TIHE NUMBER OF TYPICAL PARKING SPACES 3. TEST PIT LOCATION CRITICAL 'SLOPE SLOPES TO BE SEEDED, MULCHED &TACKED 6. PURSUANT 1TO SECTION 1100.00 PRINCE WILLIAM 2. COUNTY DESIGN & CONSTRUCTION STANDARDS MANUAL 7. VEHICLES PER DAY COUNT ioo PROPOSED BUILDING ENTRANCE 8. SETBACKS: BUILDING: FRONT = 50 FT. PARKING: 10 FT. EXISTING 'STREET LIGHT THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-8300-552-7001). PROPOSED STREET LIGHT .- PROPOSED) STREET NAME SIGN PROPOSED) SANITARY LATERAL CLEANOUT i SANITARY MANHOLE INDENTIFIER 12 STORM D)RAIN STRUCTURE IDENTIFIER 18 ZONING TABULATION GENERAL LAND CONSERVATION NOTES GENERAL WATER & SEWER CONDITIONS 1. TAX MAP REFERENCE: 32-413, 32-06, 32-6A, 32-19, 32-22B1, 32-22132. 1 WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AS NOTED DESIGNATED PARCEL B-7 PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING LTH` 0 ElJ1;NE p.'ILLAR, JR N 0. a SDP 97-141 DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. EXISTING ZONING: PD -IP (SITE IS IN THE AIRPORT IMPACT AREA) ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL w a Cn 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE 3. PARCEL AREA: 215,772 SF OR 4.95 AC. NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE (LOCATE 4. PROPOSED USE: OFFICE (4 STORY FULLY SPRINKLED) ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 5. PERMISSIBLE BUILDING AREA = 0.7 X LOT AREA = 0.7 (215,772 SF) = 151,040 SF 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER ANID SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY 6. PROPOSED BUILDING AREA = 80,000 SF FAR=0.37 + 2. SERVICE AUTHORITY ON JAN. 15, 1998. 7. APPROXIMATE NUMBER OF EMPLOYEES = 300 ANTICIPATED. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 8. SETBACKS: BUILDING: FRONT = 50 FT. PARKING: 10 FT. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-8300-552-7001). SIDE = 0 REAR = 0 BUFFER: 150 FT. (SEE PROFFERS) 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF COVER (MEASURED CO FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALLL FIRE 9. MAXIMUM BUILDING HEIGHT = 65', EXCEPT ADDITIONAL SETBACK REQUIRED FOR HEIGHT I HYDRANT LINES, SERVICE LATERALS AND WATERLINES, ETC. EXCEEDING 35' (ZONING ORDINANCE SECTION 26.6). CO 10. PROPOSED BUILDING HEIGHT: 60 FT. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT DITCHES. 11. PARKING REQUIREMENT: 1SP/200 SF. NFA (80,000 X 0.8) = 320 SPACES. VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND 12. PARKING PROVIDED = 373 SPACES 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT COVER IS ACHIEVED THAT, IN THE OPINION OF THE LOCAL PROGRAM c FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 13. HCP PARKING REQUIRED = 8 SPACES (INCLUDES 1 VAN ACCESSIBLE). ca 14. HCP PARKING PROVIDED = 8 SPACES (INCLUDES 1 VAN ACCESSIBLE. ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. NOTE: ALL HANDICAP PARKING SHALL BE PROVIDED AND CONSTRUCTED TO MINIMUM ADA 4. SEDIMENT BASINS AND TRAPS, PERIMETER STANDARDS. IT IS THE CONTRACTORS RESPONSIBILITY TO BE AWARE OF ALL APPLICABLE DIKES, SEDIMENT BARRIERS STANDARDS. 15. LOADING SPACES REQUIRED = 1 SP/8000 SF. NFA (80,000 X0.8) = 8.0 16. LOADING SPACES PROVIDED = 8 SPACES ® 12' X 25'. CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND 17. TOTAL IMPERVIOUS COVER = 157,250 SF. (3.61 AC.) SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE 18. GREEN SPACE PROVIDED = 58,522 SF. (277.) 19. PRESENTLY THERE ARE NO WAIVERS OR VARIANCES ANTICIPATED FOR THIS DEVELOPMENT 5. PROPOSAL. Cd a 20. REFERENCE ATTACHED PROFFERS FROM REZONING # ZMA-95-04, AS RELATES TO THIS SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER PROJECT. INSTALLATION. 21. ANTICIPATED TRAFFIC VOLUME: 11.5 VPD/1000 SF. GFA (80,000 SF.) (ITE TRIP GENERATION MANUAL) 920 VPD ANTICIPATED 5TH EDITION CODE 750, pg 982 NOTE THAT THE APPROVED TRAFFIC STUDY INDICATES A MAX. TRAFFIC VOLUME OF 1,185 VPD -ADT FROM THIS INTERSECTION WHICH HAS BEEN REPRESENTED ON THE SITE PLAN. 22. ANTICIPATED SEWAGE FLOWS: 2000 GPD/ACRE (4.95 AC.) = 9,900 GPD 23. AVERAGE DAILY CONSUMPTION OF POTABLE WATER SHALL NOT EXCEED 125,000 GALLONS PER DAY WITHOUT COUNTY APPROVAL. GENERAL NOTES 1. THE PROPERTY DELINEATED HERON IS LOCATED ON ALBEMARLE COUNTY TAX MAP NUMBERS 32-4B, 32-06, 32-6A, 32-19, 32-2261 & 32-22B2. 2. BOUNDARY SURVEY IS BY DEWBERRY & DAVIS (1:10,000 ACCURACY) 3. TOPOGRAPHIC SURVEY IS BY AIR SURVEY CORP. 4. VERTICAL DATUM: USGS - NGS 29 5. CONTOUR INTERVAL: 2 FEET 6. ALL CONSTRUCTION SHALL CONFORM TO ALBEMARLE COUNTY AND/OR VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS AND THE ALBEMARLE COUNTY SERVICE AUTHORITY SPECIFICATIONS. 7. CONTRACTOR TO VERIFY FIELD CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY DEWBERRY & DAVIS AT (703) 631-3430 IMMEDIATELY OF ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND THE APPROVED PLAN. 8. THE EXISTING UNDERGROUND UTILITIES SHOWN HERON ARE BASED UPON AVAILABLE INFORMATION, OR PLANS OF RECORD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING LOCATION OF ALL U11LIlIES BEFORE COMMENCING WORK AND FOR ANY DAMAGES WHICH OCCUR BY HI FAILURE TO LOCATE OR PRESERVE THESE UNDERGROUND UTILITIES,. IF DURING CONSTRUCTION OPERATIONS THE CONTRACTOR SHOULD ENCOUNTER U11LITIES OTHER THAN THOSE SHOWN ON THE PLANTS, HE/SHE SHALL IMMEDIATELY NOTIFY THE ENGINEER AND TAKE NECESSARY AND (PROPER STEPS TO PROTECT THE FACILITY AND ASSURE THE CONTINUANCE OF SERVICE. TP 9. Q� DENOTES TEST HOLE REQUIRED TO DETERMINE EXACT LOCATION AND ELEVATION OF EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DIGGING OF ALL TEST HOLE PRIOR TO BEGINNING ANY CONSTRUCTION ON THE PROJECT. IF CONFLICTS ARE DISCOVERED AS A RESULT OF THE TEST HOLE FINDINGS, NOTIFY DEWBERRY & DAMS AT (703) 631-3430. 10. THE DEVELOPER IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS AND UTILITIES WHICH OCCUR AS A RESULT OF THIS CONSTRUCTION PROJECT WITHIN OR CONTIGUOUS TO EXISTING RIGHT-OF-WAY. 11. CONTROLLED FILLS SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED BY METHOD "A' PER STANDARD PROCTOR AASHTO-T99, ASTM -D698, OR VTM-1 AS APPLICABLE. DENSITY SHALL BE CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER AND RESULTS SUBMITTED TO ALBEMARLE COUNTY PRIOR TO PAVEMENT CONSTRUCTION. GEOTECHNICAL REPORT HAS BEE PREPARED, AND IF MORE STRINGENT, SHALL SUPERSEDE THE REQUIREMENTS IN THIS NOTE. 12. ALL BASE, SUBBASE AND SUBGRADE MATERIAL SHALL BE COMPACTED AT OPTIMUM MOISTURE CONTENT, WITHIN A TOLERANCE OF +/- 2.0% OF OPTIMUM. 13. ALL FINISHED ,GRADING, SEEDING, SODDING OR PAVING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING OF WATER ON THE SITE PARTICULARLY ADJACENT TO BUILDING AND STORM INLETS. 14. EXISTING MANHOLE FRAMES AND COVERS, AND VALVE BOXES AND COVERS SHALL BE E ADJUSTED OR RECONSTRUCTED, AS NECESSARY, TO MATCH FINISHED GRADES. 15. THE APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF FUTIURE WORK. 16. A PERMIT MUST BE OBTAINED FROM THE VDOT RESIDENT ENGINEER PRIOR TO ANY CONSTRUCTION WITHIN AN EXISTING STATE RIGHT-OF-WAY. 17. AN APPROVED SET OF PLANS AND ALL APPLICABLE PERMITS MUST BE AVAILABLE AT THE CONSTRUCTION SITE. A REPRESENTATIVE OF THE DEVELOPER MUST BE AVAILABLE AT ALL TIMES. 18. CONSTRUCTION DEBRIS SHALL BE CONTAINED IN ACCORDANCE WITH THE 'VIRGINIA LITTER CONTROL ACT, NO LESS THAN ONE LITTER RECEPTACLE SHALL BIE PROVIDED AT THE CONSTRUCTION SITE. 19. INLET SHAPING OF STORM DRAINAGE SHALL CONFORM TO VDOT STD. IS -1. 20. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE OWNER ANY WORK SHOWN HEREIN WITH ANY OTHER SEPARATE, CONNECTING OR CONTIGUOUS WORK. 21. THE ENGINEER SHALL NOT HAVE CONTROL OVER OR CHANGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK SHOWN ON THESE PLANS. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S SCHEDULES OR FAILURE TO CARRY OUT THE WORK, THE ENGINEER IS NOT RESPONSIBLE FOR ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS, OR THEIR AGENTS OR EMPLOYEES, OR OF ANY OTHER PERSONS PERFORMING PORTIONS OF THE WORK. 22. THE APPROVAL OF THESE PLANS SHALL IN NO WAY RELIEVE THE DEVELOPER, THE CONTRACTOR, OR THEIR AGENTS OF ANY LEGAL RESPONSIBILITY WHICH MAY BE REQUIRED BY THE CODE OF VIRGINIA R ANY OTHER ORDINANCE ENACTED) BY ALBEMARLE COUNTY. • 23. CONSTRUCTION OF PARKING SUBGRADES AND RETAINING WALL SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL RECOMMENDATIONS BY FROEHLINLD AND ROBERTSON, INC. 24. WARNING SIGNS, MARKERS, BARRICADES OR FLAG MEN, WHERE APPLICABILE, ARE TO BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 25. NOTIFICATION SHALL BE GIVEN TO THE APPROPRIATE UTILITY COMPANY (ALBEMARLE COUNTY SERVICE AUTHORITY, OR RIVANNA WATER SERVICE AUTHORITY) PRIOR TO CONSTRUCTION OF WATER AND/OR SANITARY SEWER LINES. INFORMATIOA SHOULD ALSO BE OBTAINED FROM THE APPROPRIATE AUTHORITY CONCERNING PERMITS, CUT SHEETS, AND CONNECTION TO EXISTING LINES. 26. CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND (UTILITY LINES IN THE AREA OF PROPOSED EXCAVATION OR BLASTING AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE THAN TEN (10) WORKING DAYS, PRIOR TO COMMENCE OF EXCAVATION OR BLASTING. 27. THE DEVELOPER WILL BE RESPONSIBLE FOR THE RELOCATION OF ANY UIIILITIES WHICH IS REQUIRED AS A RESULT OF HIS/HER PROJECT. THE RELOCATION SHOULD BE DONE PRIOR TO CONSTRUCTION. 28. THESE PLANS IDENTIFY THE LOCATION OF ALL KNOW GRAVESITES. GRAVFE SITES SHOWN ON THIS PLAN WILL BE PROTECTED IN ACCORDANCE WITH STATE LAW. IIN THE EVENT GRAVE SITES ARE DISCOVERED DURING CONSTRUCTION, THE APPROPRIAITE COUNTY OFFICIAL MUST BE NOTIFIED IMMEDIATELY. ALL ACTIVITIES IN THIS AREA MUST CEASE AND NOT BE RESUMED UNTIL AUTHORIZATION TO PROCEED IS GIVEN. 29. EXCAVATION SUPPORT SYSTEMS SHALL CONFORM TO THE PROVISION OF (OSHA CONSTRUCTION STANDARD 29 CFR PART 1926 SUBPART P. 30. THE PAVEMENT DESIGN SHOWN BASED ON RECOMMENDATIONS OF KJELLSTROM & LEE AND SUBJECT TO SUBGRADE TESTING BY THE GEOTECHNICAL ENGINEER. 31. ALL SIDEWALKS TO BE 4" THICK CONCRETE UNLESS OTHERWISE SHOWN OWN THE PLAN. 32. THE ONSITE STORM SEWER FACILITIES PROPOSED WITH THIS DEVELOPMENT SHALL BE LOCATED WITHIN AN EASEMENT FOR PUBLIC MAINTENANCE. 33. ALL HANDICAPPED SPACES SHALL HAVE AN ABOVE GRADE IDENTIFICATION SIGN MEETING ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. CONTRACTOR RESPONSIBLE FOR CONSTRUCTION OF ALL HANDICAPPED FACILITIES TO ADA STANDARD'S & SPECIFICATIONS. 34. WHEN DURING THE COURSE OF CONSTRUCTION, ANY OBJECT OF AN UNUSUAL NATURE IS ENCOUNTERED, THE CONTRACTOR SHALL CEASE WORK IN THAT AREA AND IMMEDIATELY NOTIFY THE PROPER AUTHORITY, ALBEMARLE COUNTY AND/OR THE ARCHITECT/ENGINEER. 35. THE INTERNAL "PRIVATE" STREET AND PARKING AREA SHOWN ON THIS PLAN SHALL BE PRIVATELY OWNED AND MAINTAINED. 36. FOR ZONING TABULATION SEE THIS SHEET. 37. PARKING LOT LIGHTING AND LANDSCAPING TO BE PROVIDED TO MINIMUM COUNTY STANDARDS. LIGHTING SPILL OVER ON TO PUBLIC ROADS AND RESIDENTIAL PROPERTIES NOT TO EXCEED 1/2 FT. CANDLE. 38. REFERENCE REZONING #ZMA-95-04 FOR ALL RELATED PROFFERS. 39. REFERENCE THE PHASE I INFRASTRUCTURE PLAN FOR ALL RELATED OFFSITE ROAD, UTILITY AND STORM WATER MANAGEMENT FACILITIES. 40. TRASH ENCLOSURE SHALL BE IN HARMONY WITH THE BUILDING STRUCTURE. DETAILS TO BE PROVIDED WITH THE SUBMISSION OF ARCHITECTURAL PLANS. 41. THERE ARE NO FLOOD PLAIN, WETLANDS OR WATER CONSERVATION AREAS IDENTIFIED WITHIN THE LIMITS OF THIS SITE. PRINTED� GENERAL LAND CONSERVATION NOTES FEB 2 31 Is #7i► 112-29-97 Date DEWBERRY & DAVM Scale AS NOTED 1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO 0 LTH` 0 ElJ1;NE p.'ILLAR, JR N 0. a SDP 97-141 DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED Sheet N O TS ' 08133 O s� SINAL 2 1O of ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL w a Cn BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. 2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCK PILES SHALL BE MIN d' STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE O CO APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL CO AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. I CO 3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND co COVER IS ACHIEVED THAT, IN THE OPINION OF THE LOCAL PROGRAM c co 0 ADMINISTRATOR OR HIS DESIGNATED AGENT, IS UNIFORM, MATURE ca ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. 4. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE �+ CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES Cd a � SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. 6. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A C� MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES j UNTIL'THE PROBLEM IS CORRECTED. O 4) kn E- 7. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT Im C\2 CHANNEL, FLUME,OR SLOPE DRAIN STRUCTURE. 8. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. 9. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. W� O 10. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS O ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY [--1 REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING M--•1 F CHANNEL. t� rW 11. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS N w SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT 1•r-� 1� TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THE STRUCTURES IF ARMORED BY w NONERODIBLE COVER MATERIALS. r Nc �•J 12. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. 13. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING O •co TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. M•+"1 •bt 14. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. O 15. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR w PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFFSET PROPERTY. D. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH F-+-1 M�+�•1 THESE REGULATIONS. Q E. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. w 16. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED N PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE F� F-�-•i TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED E-4 G� SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD W SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY w co SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL W DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS W �Ny M�•�-1 co PROVISION SHALL APPLY TO INDIVIDUAL SUBDIVISION LOTS AS WELL AS TO LARGER LAND - DISTURBING ACTIVITIES. N Cd 17. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM ADMINISTRATOR. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. Drawn By 18. SEE SEPARATE PLAN FOR EROSION CONTROL PLANS, COMPUTATIONS, J.C. Designed By ^ NARRATIVE AND GEOTECHNICAL REQUIREMENTS. PRINTED� 11.Uum vu Ly FEB 2 31 Is #7i► 112-29-97 Date DEWBERRY & DAVM Scale AS NOTED Plan Number LTH` 0 ElJ1;NE p.'ILLAR, JR N 0. a SDP 97-141 Zoned P D - I P Sheet N O TS ' 08133 O s� SINAL 2 1O of File Number MAN-SP279 N O CL 0 LU W W Z J 2 U Q L com Q of m 0 L C7, 0 cl Cn m Cn m CD z w 0 0 m U LU 0 DENOTES HEAVY DUTY PAVEMENT (SEE DETAIL, SHT. 10) MATCH LINE SEE SP03 GRAPHIC SCALE zo 0 o 20 40 ( IN FEET ) 1 inch = 20 ft. 80 T H ,p E D. MALAR, NO. 08133 �QNAL E� r O JR PD-1P Sheet SP01 DATE DESIGNER NO. DESCRIPTION REV. . APPROVED DATE BY ENGINEER REVISION APPROVED BAY: DENOTES HEAVY DUTY PAVEMENT (SEE DETAIL, SHT. 10) MATCH LINE SEE SP03 GRAPHIC SCALE zo 0 o 20 40 ( IN FEET ) 1 inch = 20 ft. 80 T H ,p E D. MALAR, NO. 08133 �QNAL E� wn CIO Date oAvjs 12-29-q7 Scale 1" = 20' Plan Number r O JR PD-1P Sheet SP01 C\2 CO N co ctS CID CO L� Lt a� 1 PQ 5 c� CO � o 4) 0 wn CIO Date oAvjs 12-29-q7 Scale 1" = 20' Plan Number I-(AN-SP27q r Zoned JR PD-1P Sheet SP01 of 10 File Number I-(AN-SP27q t- 0) O CU N O CV L N LL L <Z r 0 a LU w v; U - :z H a i MATCH LINE SEE SP01 DENOTES HEAVY DUTY PAVEMENT (SEE DETAIL, SHT. 10) GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. so U 7T '17 ; s y g�� E D. WLLAR, JR. N0. 08133 /nninl EN 02 M Co DATE DESIGNER NO. DESCRIPTION BY ' APPROVED DATE ENGINEER REVISION APPROVED BY - DENOTES HEAVY DUTY PAVEMENT (SEE DETAIL, SHT. 10) GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. so U 7T '17 ; s y g�� E D. WLLAR, JR. N0. 08133 /nninl EN 02 M Co W Co 0o oz Co a� �i PQ �Co CtCo m o 4 L C\t ►n 0 U) �N4 P4 F-�-1 O C) E--+ 0 MM2 esigne Date 12 -2q -q7 Scale 1" = 20' Plan Number Zoned PD -IP Sheet SP03 5 of 10 File Number MAN - SP279 o co M m 0 0 co Cn 013 0 Ca Cn En CDz LU 0 III0 co o� 0 'M7 NATCN LINE SEE SP02 GRAPHIC SCALE 20 0 10 20 40 80 EI ENE'_ D. MILLAR, JR. N0. -0 08133 ,¢ ( IN FEET) X01, 1 inch = 20 ft. �SSlnnin� EAG U U F„i O U bL Cn o o CO DATE DESIGNER NO. DESCRIPTION REV. . BY APPROVED DATE ENGINEER REVISION APPROVED BY: GRAPHIC SCALE 20 0 10 20 40 80 EI ENE'_ D. MILLAR, JR. N0. -0 08133 ,¢ ( IN FEET) X01, 1 inch = 20 ft. �SSlnnin� EAG U U F„i O U bL Cn wn W bt 0 a� (1) In Date 12 -2q -q7 Scale 1" = 20' Plan Number Zoned PD -IP Sheet SP04 (Q of l 0 File Number MAN-SP27q o o CO c� 0 o CZ �w cz PQ �co C\? E4 wn W bt 0 a� (1) In Date 12 -2q -q7 Scale 1" = 20' Plan Number Zoned PD -IP Sheet SP04 (Q of l 0 File Number MAN-SP27q m 0 CD- Cn m z w 0 0 I w 0 .I 57 OR 5(C 55 5z 5.z EXIST. 5q'-33" RC @ 7.6q% Yj 5(5 5(00 555 550 545 540 X40) 41 L. 41X' 1 2 3 4 5 6 ..� - __-_--------- - -- - --------------- ----- - to O O O LO CID Lq CID M to a) a LO to to L CL O O O O ( O i O O O 0 _ __�---____ ___m __ _ ___---------__-______---_ __-�_ _---_ -_-__� ----- i-___--- LU i I E EX. GRADE @ C/ PIPE ' 5----- - - - -- ----- - ------- --- - -- - ---- - - -- -------- --- - - --- - - - - - --- - --- - -------------- - - --------------- PROP ----- ---- P OP @ C/L PIPE 0 _-- __-_-_-_-_------____---____-- _--__- ___-----------__-- ff _ ....__ __ j VL, In6q -15 CP ______._-__------_._.__.__.___ __________----_-----_._._ .._.___.-.__._._ !__.____ ___ __________________---------.__-.____ __:CL III @Im__________---------____-----._.____5% 0'-18" RCP C III @ 2.86% --- V52' ________6q= R _____ ___-_--------------.---____ ________.____ ____----------------------__ __________ i0 \_ ________;____ _CL II @ 6.52% P - - ___.__________-- _----------------___.__. _________ __.__._____.________ ______ I COMPACTE SUBG,ADE 'I v P126-11" ICP �0 _________ __ _ ___ _-_ __-- C� ___III @ 6.05% 2.5' CLEAR i P t------- ------------ -------------- _----- .---- .. ________ ___ _ ______________ ___-____.._____________ _ .__ . --------------------------- CL ---_--________._______CL III @ �.6q% M k I CID I _ -- _ _______ __ ___ ______--_______...________ `j' [�_____---_- ______ _ __-- '�'--------_-__-----------------__ __.._.._.. N it O O _ O_ i_ ____.------------- to II `n,�' mp 3 vp z op i ,n •`r' �r CO to LO m `n = `t' to 'r' to to u ,n omLO to M- �, a ►n " ' X �7i " " 1 n to -� " " u z! n it U (Y) MdJ^ II dJ I € '�^ '�^ �4 11 i E0 11 0 I l� = i II cIJ w -q-X_' " dJ = X II � _ -►-____-- .�...__._.____-_______-------------------- -..___ �_______ CO O _ Lu Lu �.�. �. �. II Q i m �' Q I �. co N (Q �- CQ �9 H -z}- m F- " t t o f m 1- In m � m i- � - rn I- mZ 3 DZ , (Yz - I �? _ m�Z j I Z O z 0 QO; LI �'O- ? u u �? n a »> o » �> m> cvi r» Lo ° » > > co » r zzz o z_z_ MZ -z O \QzZ I �zz co z z ,n z cv z z AIL__-_-_�_._.__ +_- - _-- ---_____-------- - __.._-- _+------__+ ____---------___________- ----_+ - _-- -i_-----_+ __- __-___._ ._ + - - + - - + - - 570 DOWN 10 + 11 + 12 + 13 + 14 + 15 560 555 550 545 540 FORM LD 204 REV .: DITCH COMPUTATION 7 X +4E --C 7 r ALL SAN. STORM' ' INLET COMPUTATIONS O X -SECTION SO THAT SOD DITCH 6i A C) 'moo C FROM TO a) n =0.05 RUNOFF - W a TIME OF CONCENTRATION M RUNOFF (CFS) _ cA s =0.011 DESIGN - ________.------------__. __---- v p 0' DA=0.80 Ac. ___._..___----._.___________--____ o TOP O ELEVATION 137-6 MIN. c =0.40. 1 -- +-- ;-4 0 Q 12-5.2 in./hr. Q2=1.7 7 - 79' C\2 + 4 u 558.75 cfsC\2 564.00 w I,. L 1.20 2' 0.72 0.88 d =0.75 Q2= 1..49 05 ( 3.35)0.67(0.011 )0'5(1.13 )=1.7cfs Sim 15" 1.45 0.013 7.9 7.1 V2 =1.5 fps 1.0 z °o 41 b) n =0.05 0.18 0.90 0.16 G\2 --_ s =0.06 ------- ----------------. rn DA -0.95 Ac. Z 137-5 c =0.40 / rn C''0 12=5.2 in./hr. Q2 -2.0 cfs d=0.60Q2= 1.49 0.72 0.67(0.)0.5(0.72 )=2.2cfs , T-- 68) 557.75 13+58 C`'J 137-5 0.05 EX. GRADE 0 C/L PIPE V2=3.0 fps Ito LO 557.50 c) n =0.05 0.67 0.85 rt 1.45 7.2 s =1.05 DA=1 Ac. 18" 2.86 0.013 18.0 11.5 70' .0 c =0.40 ;z 12=5.2 in./hr. � 0.88 Q2=2.2 cfs 1.5' d =0.65 Q2= ( 2:945)0.67(0.05 )0 5 (0.845) =2.5c f s .d 87-5 0.05 V2=3.0 fps O d' � I 1 1 555.50 12+88 561.00 137-4 555.25 0.58 0.85 0.49 2.26 7.2 3.6 16.4 18" 6.52 0.013 27.0 16.8 69' 4.5 _______________ 0.36 0.90 0.32 -----________._ ___ _ _ 2.4 1.45 10.4 70-0 P'/(" B7-3 DI -36 1 (PRIVATE) 550.75 12+19 558.50 67-3 1 3.0 19.4 18" 8.17 0.013 30.0 19.0 52' 4.25 550.50 ___-- _ 0.51 0.85 0.43 2.69 7.2 16.4 _--_____.___.__ _________ --------- _____-_ 2.26 � 1.0' MIN. LEAR. � 67-2 DI -313 1 PVC SAN. S W. @ 4.27% 546.25 11+67 556.50 67-2 1 1.1 20.5 18" 13 M#ff$Wf 0.013 26.0 16.3 128' 7.75 546.00 -------------- _______ 0.19 0.85 0.16 2.85 7.2 19.4 2.69 137-1 DI -36 538.25 10+39 558.10 137-1 538.00 EM 0.76 0.85 0.65 3.50 7.2 4.6 25.1 18" 7.69 0.013 29.2 18.2 39' 3.0 IMIII 2.85 20.5 41 DI -1 535.00 10+00 547.30 41 0.50 0.30 0.15 3.65 7.2 1.0 26.1 EX. 33 8.34 0.013 152.0 20.0 47' 3.92 533.78 3.50 25.1 529.86 9+53 552.26 EX. 40 i Now 0 + 1 + 2 + 3 + 4 + 5 + (0 + 7 5(5 565 560 560 555 555 550 550 545 545 540 540 535 EX. 8 SEW. 530 ,E DITCH COMPUTATION 7 X +4E --C 7 r ALL SAN. STORM SEWER DESIGN U OJ 4� T -i O X -SECTION SO THAT SOD DITCH 6i A C) 'moo C FROM TO a) n =0.05 RUNOFF - W a TIME OF CONCENTRATION M RUNOFF (CFS) _ cA s =0.011 DESIGN -_____________ ________.------------__. __---- v p 0' DA=0.80 Ac. ___._..___----._.___________--____ o TOP O ELEVATION 137-6 MIN. c =0.40. 1 -- +-- ;-4 0 Q 12-5.2 in./hr. Q2=1.7 7 - 79' C\2 + 4 u 558.75 cfsC\2 564.00 w I,. L 1.20 2' 0.72 0.88 d =0.75 Q2= 1..49 05 ( 3.35)0.67(0.011 )0'5(1.13 )=1.7cfs Sim 15" 1.45 0.013 7.9 7.1 V2 =1.5 fps 1.0 z °o 41 b) n =0.05 0.18 0.90 0.16 G\2 --_ s =0.06 ------- ----------------. rn DA -0.95 Ac. Z 137-5 c =0.40 / rn C''0 12=5.2 in./hr. Q2 -2.0 cfs d=0.60Q2= 1.49 0.72 0.67(0.)0.5(0.72 )=2.2cfs , T-- 68) 557.75 13+58 C`'J 137-5 0.05 EX. GRADE 0 C/L PIPE V2=3.0 fps Ito LO 557.50 c) n =0.05 0.67 0.85 rt 1.45 7.2 s =1.05 DA=1 Ac. 18" 2.86 0.013 18.0 11.5 70' .0 c =0.40 ;z 12=5.2 in./hr. � 0.88 Q2=2.2 cfs 1.5' d =0.65 Q2= ( 2:945)0.67(0.05 )0 5 (0.845) =2.5c f s .d 87-5 0.05 V2=3.0 fps O d' � I 0 + 1 + 2 + 3 + 4 + 5 + (0 + 7 5(5 565 560 560 555 555 550 550 545 545 540 540 535 EX. 8 SEW. 530 ,E TO COORDINATE 7 X +4E --C 7 r ALL SAN. STORM SEWER DESIGN COMPUTATIONS 7 C DEVELOPMENT SO THAT �5 6i A \ STRUCTION 6F FROM TO TYPE DRAIN. RUNOFF CA SEWER MAIMS TIME OF CONCENTRATION M RUNOFF (CFS) _ cA _----________ --------------- oN DESIGN -_____________ ________.------------__. __---- v p PROFILE _________.___________----__ --_. __ Z o Q ___._..___----._.___________--____ o TOP STR.. AREA COEFF. INCREM. ACCUM. I TO IN ACCUM. INC. INC. PIPE SLOPE MAX. VEL. LENGTH FALL INV. INV. STATION ACRES C 10 PIPE PIPE TIME Q Q DIA. (%) Q FT./SEC. OF RUN (FEET) UPPER LOWER LOSSES ELEVATION 137-6 ------------- __ DI -36 1 -- +-- ;-4 0 Q + 7 - 79' 3 + 4 u 558.75 14+27 564.00 w I,. L 1.20 0.60 0.72 0.88 7.2 5 MIN. 5.1 6.3 15" 1.45 0.013 7.9 7.1 69' 1.0 z co ------ _------------- 0.18 0.90 0.16 --_ 1.2 ------- ----------------. Xw Z 137-5 DI -313 / � i / 557.75 13+58 563.00 137-5 EX. GRADE 0 C/L PIPE 557.50 0.67 0.85 0.57 1.45 7.2 4.1 10.4 18" 2.86 0.013 18.0 11.5 70' 2.0 PRP 0.88 6.3 1.5' 87-5 DI -313 CLEAR. 1 1 555.50 12+88 561.00 137-4 555.25 0.58 0.85 0.49 2.26 7.2 3.6 16.4 18" 6.52 0.013 27.0 16.8 69' 4.5 _______________ 0.36 0.90 0.32 -----________._ ___ _ _ 2.4 1.45 10.4 70-0 P'/(" B7-3 DI -36 1 (PRIVATE) 550.75 12+19 558.50 67-3 1 3.0 19.4 18" 8.17 0.013 30.0 19.0 52' 4.25 550.50 ___-- _ 0.51 0.85 0.43 2.69 7.2 16.4 _--_____.___.__ _________ --------- _____-_ 2.26 � 1.0' MIN. LEAR. � 67-2 DI -313 1 PVC SAN. S W. @ 4.27% 546.25 11+67 556.50 67-2 1 1.1 20.5 18" 6.05 0.013 26.0 16.3 128' 7.75 546.00 -------------- _______ 0.19 0.85 0.16 2.85 7.2 19.4 2.69 137-1 DI -36 538.25 10+39 558.10 137-1 538.00 0.76 0.85 0.65 3.50 7.2 4.6 25.1 18" 7.69 0.013 29.2 18.2 39' 3.0 2.85 20.5 41 DI -1 535.00 10+00 547.30 41 0.50 0.30 0.15 3.65 7.2 1.0 26.1 EX. 33 8.34 0.013 152.0 20.0 47' 3.92 533.78 3.50 25.1 529.86 9+53 552.26 EX. 40 i 0 + 1 + 2 + 3 + 4 + 5 + (0 + 7 5(5 565 560 560 555 555 550 550 545 545 540 540 535 EX. 8 SEW. 530 ,E TO COORDINATE 7 X +4E --C 7 r ALL SAN. THE THE PHASE I INFRASTRIJCTURE 7 C DEVELOPMENT SO THAT �5 6i A \ STRUCTION 6F n' B IS NOT RE UIRED TO MIEET FINAL C SEWER MAIMS TO BE - _ cA _----________ --------------- oN _..___.___---- po r -_____________ ________.------------__. __---- v p -----------__ _________.___________----__ --_. __ Z o Q ___._..___----._.___________--____ o __---_.--._-__________- ____ 7- ___� -_ - �_--- OWNED ------------- __ Lb to X)CL -- +-- ;-4 0 Q + 7 - 79' 3 + 4 u " ,� w I,. L I, .r-4 CL CL. CL (5 z z co ------ _------------- _-___ - -________________--__---..__...____________- --_ ce -----_____ ------- ----------------. Xw Z V / � i / EX. GRADE 0 C/L PIPE PRP @ C/L PIP 1.5' CLEAR. _______________ _-- ----- _ ----- ---__-- _______.....__---_ __-- -----________._ ___ _ _ 70-0 P'/(" SAN. LAT (PRIVATE) ___-- _ ----______ __.___. _ _______----------- ________ ._-------------- ---_ _________.-_------___ ____ ___________________ _--_____.___.__ _________ --------- _____-_ � 1.0' MIN. LEAR. � Iqq'-8" PVC SAN. S W. @ 4.27% �� ______k________ ___._--- ------_---__�_____ ___---- ----- _------ ___ _---------------- _____________ __----- ---- -------- ___----- ___-_______.___-------- --- - --- -------------- _______ I \ III / I I I II 1 _ �. I I I 1 II 1 I 11 1 1 __ ___ __------------ _----- SEWER L NTGHS it SLO ES DETERMINED 23'-B"---DIP---SA SEW. 2.17 USING E GE OF MANHC ILE DISTANCES. ��r - - - - - --------------------- " SAN. C 7.0% 0 __-------------- -� ____--___ __-- _- _-_ ____ __-- -__-__ THE CONTRACTOR TO COORDINATE oi L6 X +4E --C R-UCTION_-OF---- E r ALL SAN. THE THE PHASE I INFRASTRIJCTURE 0 C DEVELOPMENT SO THAT REPLACEME IT \ STRUCTION 6F n' cn it IS NOT RE UIRED TO MIEET FINAL ALL SEWER MAIMS TO BE z _ cA �Z U�Z = Z - p I ( 101'-8" SAN. o PUBLICALLY OWNED MAINTAINS @) + -- +-- ;-4 0 + c, RAI (offPVC 79' 3 + 4 v I \ III / I I I II 1 _ �. I I I 1 II 1 I 11 1 1 __ ___ __------------ _----- SEWER L NTGHS it SLO ES DETERMINED 23'-B"---DIP---SA SEW. 2.17 USING E GE OF MANHC ILE DISTANCES. ��r - - - - - --------------------- " SAN. C 7.0% 0 __-------------- -� ____--___ __-- _- _-_ ____ __-- -__-__ THE CONTRACTOR TO COORDINATE oi L6 X +4E --C R-UCTION_-OF---- E r ALL SAN. THE THE PHASE I INFRASTRIJCTURE 0 C DEVELOPMENT SO THAT REPLACEME IT AND RECO STRUCTION 6F THE MANHOLE cn it IS NOT RE UIRED TO MIEET FINAL SHALL REQUIRE GRADE. > z _ cA Q mL w oi L6 X E • Q r ALL SAN. MHS OVER 10 FT. DEPTH 0 C z" LO u L0 t a X II w COUNTY COMMENTS. it cn it cn " Q N " to " SHALL REQUIRE PLATFORMS > z _ cA �Z U�Z = Z - p > z i1, z Z> zz IN o OSHA AND ACSA ST 'S. I SPECS. @) + -- Q mL w oi L6 X E • -- LoLo r ALL SAN. MHS OVER 10 FT. DEPTH 0 C z" LO u L0 t a X II w COUNTY COMMENTS. it cn it cn " Q N " to " SHALL REQUIRE PLATFORMS MEETIN z _ cA �Z U�Z = Z - p > z i1, z Z> zz IN o OSHA AND ACSA ST 'S. 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PLANT SHRUB 3" " " " " " " . • 0 SIGN TYPE A SIGN TYPE C SIGN TYPE D STANDARD REQUIREMENTS •°0°� °.�•• ° .. ° " � 0 � • 6 21—A SUBBASE MATERIAL � � � � ° o P-4 9) HIGHER THAN o ° • • •.`° • o GROWN IN NURSERY ------------------------------------------------- NO SOIL 'SHALL BE (��II III PLACED. ABOVE THE NO NO NO I� u SII ROOT COLLAR PARKING PARKING PARKING SHREDDED HARDWOOD STANDING STANDING STANDING MULCH 3" MINIMUM DEPTH � FINISHED GRADE FIRE FIRE FIRE LANE LANE LAN E STANDARD WORDING WITH AN STANDARD WORDING WITH AN STANDARD WORDING ARROW AT BOTTOM POINTING ARROW AT BOTTOM POINTING WITH NO ARROW. SPECIFIED BACKFILL ��`� ` TO THE RIGHT. ONE SIGN TO THE LEFT. ONE SIGN TWO SIGNS, BACK (TYPICAL ALL PITS) REMOVE BURLAP BACKFILL IN 6" LAYERS. 12„ FROM UPPER 1/3 MOUNTED PARALLEL TO THE MOUNTED PARALLEL TO THE TO BACK MOUNTED LIGHTLY TAMP AND SETTLE OF ROOT BALL LINE OF CURBING OR LINE OF CURBING OR PERPENDICULAR TO EACH LAYER WITH WATER. MIN PAVEMENT EDGE AT END PAVEMENT EDGE AT END LINE OF CURBING OR OF PAINTED AREA. OF PAINTED AREA. PAVEMENT EDGE. TYPICAL SHRUB PLANTING DETAIL NOT TO SCALE SIGN INSTALLATION AND REINFORCEMENT UNDER SECTION F313.0 OF THE ALBEMARLE COUNTY FIRE PREVENTION CODE, THE FIRE PREVENTION DIVISION IS AUTHORIZED TO DESIGNATE FIRE LANES ON PUBLIC STREETS AND ON PRIVATE PROPERTY WHERE NECESSARY THIS IS TO PREVENT PARKING IN STREET WIDTH CURB TO CURB ONE—WAY TRAFFIC TWO—WAY ------TRAFFIC ----- NO PARALLEL NO PARALLEL LESS THAN 24' PARKING ON EITHER PARKING ON EITHER SIDE OF STREET SIDE OF STREET PARALLEL PARKING ON NO PARALLEL 24' TO 29' ONE SIDE AS DECIDED PARKING ON EITHER BY FIRE & RESCUE SIDE OF STREET PARALLEL PARKING PARALLEL PARKING ON 30' TO 35' ALLOWED ON BOTH ONE SIDE AS DECIDED SIDES OF STREET BY FFX. CO. F. & R. PARALLEL PARKING PARALLEL PARKING 36' OR ALLOWED ON BOTH ALLOWED ON BOTH GREATER SIDES OF STREET SIDES OF STREET PLANTING FRONT OF, OR ADJACENT TO, FIRE HYDRANTS AND TO PROVIDE ACCESS FOR FIRE NOTES: PIT FIGHTING EQUIPMENT. MARKINGS AND SIGNS ARE TO BE PROVIDED BY OWNER OR co AGENT OF THE PROPERTY INVOLVED. PARKING OR OTHERWISE OBSTRUCTING SUCH 0 CENTER AREAS IS PROHIBITED. 1-1/2" SM -2A ) ,.,;.,..; OF TREE All;`. '' ':., IN ENFORCEMENT OF THIS SECTION, POLICY WILL BE AS FOLLOWS: 1. AT NO TIME IS PARKING ALLOWED IN FRONT OF A FIRE HYDRANT WHICH FACES ' ••s •• •' • •• • • •• •• • • 2" BM -2 BASE ROOT BALL ON A STREET. ° • 'o I. HYDRANTS •off C o '°°• °tea: • C{,"••Oo 0 o ° 6" 21—A SUBBASE MATERIAL a WIND PREVAILING 0A. WHERE HYDRANTS ARE LOCATED AT OR CLOSE TO THE CURB LINE OR THE 2. A MIN. 24 FT. EMERGENCY INGRESS—EGRESS EASEMENT OVER ALL PRIVATE TRAVEL— COMPACTED SUBGRADE WAYS IS TO BE GRANTED TO THE ALBEMARLE COUNTY FIRE AND RESCUE DEPARTMENT STAKE EDGE OF THE ROAD AND FACE ON THE PUBLIC STREET, A PUBLIC PARKING LOT OR A PRIVATE ROAD OPEN TO THE PUBLIC (NOT A PRIVATE PARKING UPON RECORDATION OF THE EASEMENT PLAT FOR THIS DEVELOPMENT. MINIMUM 95% DENSITY GUY WIRE LOT, HOWEVER) , PARKING WITHIN 15 FEET IS PROHIBITED. 3. NO OBSTRUCTIONS OF FIRE HYDRANTS PERMITTED WITHIN 4 FEET. � B. NO SIGN OR SPECIAL CURB MARKING WOULD BE REQUIRED FOR ENFORCEMENT HEAVY DUTY PAVEMENT SECTION TOP VIEW OF A ABOVE. w NTS 4. ALL FIRE LANE PAVEMENT MARKINGS AND SIGNAGE SHALL BE C. IN THE CASE OF A HYDRANT FACING ON A PARKING LOT, SUCH WOULD BE N. T. S. F-•�1 INSTALLED IN STRICT ACCORDANCE WITH THE REQUIREMENTS DECLARED A "FIRE LANE" BY THE FIRE PREVENTION DIVISION. CURB, AND/OR AND GUIDELINES OF THE FIRE AND RESCUE DIVISION COUNTY F..� ROAD MARKING WOULD BE REQUIRED BEFORE ENFORCEMENT OF A PARKING FIRE PREVENTION CODE SECTION 9-7a. IT SHALL BE THE CONTRACTOR'S NOTES: �...� PRUNE INTERFERING, BAN AT SUCH LOCATIONS. SUCH CURB AND ROAD MARKINGS SHALL BE RESPONSIBILITY TO MEET WITH THE FIRE OFFICIAL PRIOR TO INSTALLATION CROWDED, BROKEN OR YELLOW AND APPROVED SIGNS INSTALLED. TO ENSURE THAT ALL MINIMUM REQUIREMENTS ARE SATISFIED. 1. SUBGRADE TO BE COMPACTED TO 95% E"'4 LOW BRANCHES„ CUT DRY DENSITY PER AASHTO T-99 & ASTM D698. -- FLUSH. LEAVE CAMBIUM II. FIRE LANES 2. SEE PROFILE AND PLAN SHEETS FOR Q DESIGN AND POSTED SPEED LIMITS. EDGE CLEAN. CUT OVAL A FIRE LANE WILL BE DESIGNATED WHERE IT IS DESIREABLE THAT CERTAIN ROADS, SHAPE FOR LIMBS OVER AREAS, AND BUILDING INGRESS AND EGRESS FACILITIES BE KEPT CLEAR FOR FIRE 1", TRACING CAMBIUM DEPARTMENT ACCESS TO BUILDINGS AND EQUIPMENT PROVIDED FOR FIRE PROTECTION. BACK CLEAN. APPROVED SIGNS ONLY SHALL BE USED TO DESIGNATE SUCH AREAS AND THEY SHALL BE PROVIDED BY THE OWNER OR HIS AGENT AS MAY BE REQUIRED BY THE FIRE 2"X2"XS' HARDWOOD BRANCHING HEIGHT PREVENTION DIVISION. STAKE DRIVEN 3'-0" BELOW GRADE. 2 (A.A.N. STANDARD) STAKES PER TREEEli RUBBER HOSE SECURED W/N0. 12 SPACED OPPOSITE. GA. PLIABLE GALVANIZED WIRE. III. SIGN SPECIFICATIONS SHREDDED HARDWOOD APPROVED TREE WRAPPING A. METAL CONSTRUCTION, 12" X 18". MULCH 3" MIN. DEPTH co 3" HIGH SAUCER DEPTH, DO NOT PUT 24" B. / RED LETTERS ON REFLECTIVE WHITE BACKGROUND WITH 3 8" RED TRIM STRIP •b� MULCH WITHIN 2" AROUND ENTIRE OUTER EDGE OF SIGN. OF TRUNK. PLANT TREE 4" HIGHER THAN GROWN IN NURSERY. C. LETTERING ON SIGN TO BE: " NO PARKING TOWING ENFORCED". Q-1 FINISHED GRADE NO SOIL SHALL BE " PLACED ABOVE THE D,, LETTERING SIZE TO BE AS FOLLOWS: NO PARKING". — 2", M �y ROOT COLLAR • "FIRE LANE"— 2", "TOWING ENFORCED". — 2", ARROWS 1 0 0 SPECIFIED BACKFILL. REMOVE ALL WIRE, PLACE IN 12 LAYERS. E. SIGNS ARE TO B MOUNTED 7' FROM THE GROUND TO THE BOTTOM OF THE SIGN w LIGHTLY TAMP AND WATER yl Ilt : — �i TWINE, AND BUR— BE, LAP FROM UPPER UNLESS OTHERWISE DIRECTED BY THE ALBEMARLE COUNTY FIRE PREVENTION EACH LAYER. —... I . �` 1/3 OF ROOT DIVISION, FIRE LANES SECTION. W V co BALL F. POSTS FOR SIGNS, WHEN REQUIRED, SHALL BE METAL AND SECIURELY MOUNTED, S w UNLESS WRITTEN PERMISSION FOR ALTERNATIVES IS OBTAINED PIRIOR TO ,p PLANTING HOLE INSTALLATION FROM ALBEMARLE COUNTY FIRE PREVENTION DIVISIION, FIRE LANES w ry SECTION. SIGNS SHOULD BE SPACED AS ON APPROVED PLANS. IN LONG F�-1 2X BALL DIAMETER STRETCHES, THE MAXIMUM DISTANCE BETWEEN SIGNS IS 70 FEETT. G. OTHER SPECIAL SIGNS AS APPROVED BY THE FIRE PREVENTION DIVISION. TYPICAL TREE PLANTING DETAIL IV. CURB DESIGNATION (2 1/2" CALIPER OR LESS) ALL CURBS OR PAVED SPACES DESIGNATED AS FIRE LANES SHALL IBE INDICATED Q NOT TO SCALE BY YELLOW PAINT AS APPROVED BY THE FIRE PREVENTION DIVISION. IN AREAS WITHOUT CURBING, A 6" WIDE YELLOW STRIPE SHOULD BE APPLIED TO THE EDGE OF THE PAVEMENT. PAINT SHALL BE HIGHWAY TRAFFIC GRADE. LEGEND 4; W 0 -- DENOTES TREE QUANTITY A DENOTES TREE SYMBOL cd M e s~ co LANDSCAPING SCHEDULE Drawn By CANOPY CANOPY NOTES: • JC QUANTITY SYMBOL BOTANICAL NAME COMMON NAME SITE HEIGHT CONDITION REMARKS CREDIT COVER Designed By 1. ALL TREES SPECIFIED HEREON MUST BE A MINIMUM OF 6 FT. IN HEIGHT. CH TREES AT THE TIME OF PLANTING AS REQUIRED BY THE ZONING ORDINANCE. PRINTED Checked By 5 AR ACER RUBRUM RED MAPLE 2"-2 1/2" CAL. B&B 200 SF 1000 SF 1��� Date 2 FG FAGUS GRANDIFOLIA AMERICAN BEECH 2 1/2"-3" CAL. B&B secimen, matched 250 SF 500 SF 2. THE OWNER/PROPERTY MANAGER SHALL BE RESPONSIBLE FOR THE 12-29-97 42 GM GINKGO BILOBA 'MAGYAR' MAGYAR GINKGO 2 1/2"-3" CAL. B&B matched 150 SF 6300 SF MAINTENANCE, REPAIR AND REPLACEMENT OF ALL LANDSCAPING DEWBERRY �e,� 36 10 ILEX OPACA AMERICAN HOLLY 6'-7' B&B sp. 10' O.C. 50 SF 1800 SF MATERIALS AND BARRIERS AS APPROVED ON THIS PLAN, INCLUDING Scale 14 NS NYSSA SYLVATICA BLACK GUM 2" CAL. B&B 150 SF 2100 SF ALL FENCES AND WALLS. AS NOTED 22 PA PLANTANUS ACERIFOLIA 'BLOODGOOD' SYCAMORE 2 1/2"-3" CAL. B&B sp. 27' o.c. 250 SF 5500 SF 79 QP QUERCUS PHELLOS WILLOW OAK 2 1/2"-3" CAL. B&B sp. 27' o.c. 250 SF 19750 SF Plan Number 8 HC HALESIA CAROLINA CAROLINA SILVERBELL 10-12' B&B sp. 12' o.c. 150 SF 1200 SF SHRUBS & GROUNDCOVER LTH 0 Zoned 68 CA CLETHRA ALNIFOLIA SUMMERSWEET CLETHRA 2 1/2"-3" CAL. B&B sp. 4' a. c. o� r�'G, 688 PI PRUNUS IAUROCERASUS OTTO LUYKEN LAUREL 2 1/2"-3" CAL. B&B sp. 3' a. c. EJGENE`D. MILLAR, JR. PD -IP 9,300 VM VINCA MINOR PERIWINKLE 12-20 LEADERS BARE ROOT sp. 12" o. c., c� NO Sheet triangular spacing .ado 08133 / �4; 10 of 10 TOTAL TREE CANOPY COVER PROVIDED = 38,150 SF (17.77.) File Number /0 AL ENG MAN-SP279 COMPACTED SUBGRADE O MINIMUM 95% DENSITY LOADING DOCK MON PAVErI ENT SECTION � N. T. S. � I co m Co c �p!c O 2" SM -2A LO r- O o°•o °� e•�°�O ° o ° 6" 21—A SUBBASE MATERIAL °-� t'=, COMPACTED SUBGRADE MINIMUM 95% DENSITY CYD b� LIGHT DUTY PAVEMENT SECTION N. T. S. t4 IT -4 PLANTING FRONT OF, OR ADJACENT TO, FIRE HYDRANTS AND TO PROVIDE ACCESS FOR FIRE NOTES: PIT FIGHTING EQUIPMENT. MARKINGS AND SIGNS ARE TO BE PROVIDED BY OWNER OR co AGENT OF THE PROPERTY INVOLVED. PARKING OR OTHERWISE OBSTRUCTING SUCH 0 CENTER AREAS IS PROHIBITED. 1-1/2" SM -2A ) ,.,;.,..; OF TREE All;`. '' ':., IN ENFORCEMENT OF THIS SECTION, POLICY WILL BE AS FOLLOWS: 1. AT NO TIME IS PARKING ALLOWED IN FRONT OF A FIRE HYDRANT WHICH FACES ' ••s •• •' • •• • • •• •• • • 2" BM -2 BASE ROOT BALL ON A STREET. ° • 'o I. HYDRANTS •off C o '°°• °tea: • C{,"••Oo 0 o ° 6" 21—A SUBBASE MATERIAL a WIND PREVAILING 0A. WHERE HYDRANTS ARE LOCATED AT OR CLOSE TO THE CURB LINE OR THE 2. A MIN. 24 FT. EMERGENCY INGRESS—EGRESS EASEMENT OVER ALL PRIVATE TRAVEL— COMPACTED SUBGRADE WAYS IS TO BE GRANTED TO THE ALBEMARLE COUNTY FIRE AND RESCUE DEPARTMENT STAKE EDGE OF THE ROAD AND FACE ON THE PUBLIC STREET, A PUBLIC PARKING LOT OR A PRIVATE ROAD OPEN TO THE PUBLIC (NOT A PRIVATE PARKING UPON RECORDATION OF THE EASEMENT PLAT FOR THIS DEVELOPMENT. MINIMUM 95% DENSITY GUY WIRE LOT, HOWEVER) , PARKING WITHIN 15 FEET IS PROHIBITED. 3. NO OBSTRUCTIONS OF FIRE HYDRANTS PERMITTED WITHIN 4 FEET. � B. NO SIGN OR SPECIAL CURB MARKING WOULD BE REQUIRED FOR ENFORCEMENT HEAVY DUTY PAVEMENT SECTION TOP VIEW OF A ABOVE. w NTS 4. ALL FIRE LANE PAVEMENT MARKINGS AND SIGNAGE SHALL BE C. IN THE CASE OF A HYDRANT FACING ON A PARKING LOT, SUCH WOULD BE N. T. S. F-•�1 INSTALLED IN STRICT ACCORDANCE WITH THE REQUIREMENTS DECLARED A "FIRE LANE" BY THE FIRE PREVENTION DIVISION. CURB, AND/OR AND GUIDELINES OF THE FIRE AND RESCUE DIVISION COUNTY F..� ROAD MARKING WOULD BE REQUIRED BEFORE ENFORCEMENT OF A PARKING FIRE PREVENTION CODE SECTION 9-7a. IT SHALL BE THE CONTRACTOR'S NOTES: �...� PRUNE INTERFERING, BAN AT SUCH LOCATIONS. SUCH CURB AND ROAD MARKINGS SHALL BE RESPONSIBILITY TO MEET WITH THE FIRE OFFICIAL PRIOR TO INSTALLATION CROWDED, BROKEN OR YELLOW AND APPROVED SIGNS INSTALLED. TO ENSURE THAT ALL MINIMUM REQUIREMENTS ARE SATISFIED. 1. SUBGRADE TO BE COMPACTED TO 95% E"'4 LOW BRANCHES„ CUT DRY DENSITY PER AASHTO T-99 & ASTM D698. -- FLUSH. LEAVE CAMBIUM II. FIRE LANES 2. SEE PROFILE AND PLAN SHEETS FOR Q DESIGN AND POSTED SPEED LIMITS. EDGE CLEAN. CUT OVAL A FIRE LANE WILL BE DESIGNATED WHERE IT IS DESIREABLE THAT CERTAIN ROADS, SHAPE FOR LIMBS OVER AREAS, AND BUILDING INGRESS AND EGRESS FACILITIES BE KEPT CLEAR FOR FIRE 1", TRACING CAMBIUM DEPARTMENT ACCESS TO BUILDINGS AND EQUIPMENT PROVIDED FOR FIRE PROTECTION. BACK CLEAN. APPROVED SIGNS ONLY SHALL BE USED TO DESIGNATE SUCH AREAS AND THEY SHALL BE PROVIDED BY THE OWNER OR HIS AGENT AS MAY BE REQUIRED BY THE FIRE 2"X2"XS' HARDWOOD BRANCHING HEIGHT PREVENTION DIVISION. STAKE DRIVEN 3'-0" BELOW GRADE. 2 (A.A.N. STANDARD) STAKES PER TREEEli RUBBER HOSE SECURED W/N0. 12 SPACED OPPOSITE. GA. PLIABLE GALVANIZED WIRE. III. SIGN SPECIFICATIONS SHREDDED HARDWOOD APPROVED TREE WRAPPING A. METAL CONSTRUCTION, 12" X 18". MULCH 3" MIN. DEPTH co 3" HIGH SAUCER DEPTH, DO NOT PUT 24" B. / RED LETTERS ON REFLECTIVE WHITE BACKGROUND WITH 3 8" RED TRIM STRIP •b� MULCH WITHIN 2" AROUND ENTIRE OUTER EDGE OF SIGN. OF TRUNK. PLANT TREE 4" HIGHER THAN GROWN IN NURSERY. C. LETTERING ON SIGN TO BE: " NO PARKING TOWING ENFORCED". Q-1 FINISHED GRADE NO SOIL SHALL BE " PLACED ABOVE THE D,, LETTERING SIZE TO BE AS FOLLOWS: NO PARKING". — 2", M �y ROOT COLLAR • "FIRE LANE"— 2", "TOWING ENFORCED". — 2", ARROWS 1 0 0 SPECIFIED BACKFILL. REMOVE ALL WIRE, PLACE IN 12 LAYERS. E. SIGNS ARE TO B MOUNTED 7' FROM THE GROUND TO THE BOTTOM OF THE SIGN w LIGHTLY TAMP AND WATER yl Ilt : — �i TWINE, AND BUR— BE, LAP FROM UPPER UNLESS OTHERWISE DIRECTED BY THE ALBEMARLE COUNTY FIRE PREVENTION EACH LAYER. —... I . �` 1/3 OF ROOT DIVISION, FIRE LANES SECTION. W V co BALL F. POSTS FOR SIGNS, WHEN REQUIRED, SHALL BE METAL AND SECIURELY MOUNTED, S w UNLESS WRITTEN PERMISSION FOR ALTERNATIVES IS OBTAINED PIRIOR TO ,p PLANTING HOLE INSTALLATION FROM ALBEMARLE COUNTY FIRE PREVENTION DIVISIION, FIRE LANES w ry SECTION. SIGNS SHOULD BE SPACED AS ON APPROVED PLANS. IN LONG F�-1 2X BALL DIAMETER STRETCHES, THE MAXIMUM DISTANCE BETWEEN SIGNS IS 70 FEETT. G. OTHER SPECIAL SIGNS AS APPROVED BY THE FIRE PREVENTION DIVISION. TYPICAL TREE PLANTING DETAIL IV. CURB DESIGNATION (2 1/2" CALIPER OR LESS) ALL CURBS OR PAVED SPACES DESIGNATED AS FIRE LANES SHALL IBE INDICATED Q NOT TO SCALE BY YELLOW PAINT AS APPROVED BY THE FIRE PREVENTION DIVISION. IN AREAS WITHOUT CURBING, A 6" WIDE YELLOW STRIPE SHOULD BE APPLIED TO THE EDGE OF THE PAVEMENT. PAINT SHALL BE HIGHWAY TRAFFIC GRADE. LEGEND 4; W 0 -- DENOTES TREE QUANTITY A DENOTES TREE SYMBOL cd M e s~ co LANDSCAPING SCHEDULE Drawn By CANOPY CANOPY NOTES: • JC QUANTITY SYMBOL BOTANICAL NAME COMMON NAME SITE HEIGHT CONDITION REMARKS CREDIT COVER Designed By 1. ALL TREES SPECIFIED HEREON MUST BE A MINIMUM OF 6 FT. IN HEIGHT. CH TREES AT THE TIME OF PLANTING AS REQUIRED BY THE ZONING ORDINANCE. PRINTED Checked By 5 AR ACER RUBRUM RED MAPLE 2"-2 1/2" CAL. B&B 200 SF 1000 SF 1��� Date 2 FG FAGUS GRANDIFOLIA AMERICAN BEECH 2 1/2"-3" CAL. B&B secimen, matched 250 SF 500 SF 2. THE OWNER/PROPERTY MANAGER SHALL BE RESPONSIBLE FOR THE 12-29-97 42 GM GINKGO BILOBA 'MAGYAR' MAGYAR GINKGO 2 1/2"-3" CAL. B&B matched 150 SF 6300 SF MAINTENANCE, REPAIR AND REPLACEMENT OF ALL LANDSCAPING DEWBERRY �e,� 36 10 ILEX OPACA AMERICAN HOLLY 6'-7' B&B sp. 10' O.C. 50 SF 1800 SF MATERIALS AND BARRIERS AS APPROVED ON THIS PLAN, INCLUDING Scale 14 NS NYSSA SYLVATICA BLACK GUM 2" CAL. B&B 150 SF 2100 SF ALL FENCES AND WALLS. AS NOTED 22 PA PLANTANUS ACERIFOLIA 'BLOODGOOD' SYCAMORE 2 1/2"-3" CAL. B&B sp. 27' o.c. 250 SF 5500 SF 79 QP QUERCUS PHELLOS WILLOW OAK 2 1/2"-3" CAL. B&B sp. 27' o.c. 250 SF 19750 SF Plan Number 8 HC HALESIA CAROLINA CAROLINA SILVERBELL 10-12' B&B sp. 12' o.c. 150 SF 1200 SF SHRUBS & GROUNDCOVER LTH 0 Zoned 68 CA CLETHRA ALNIFOLIA SUMMERSWEET CLETHRA 2 1/2"-3" CAL. B&B sp. 4' a. c. o� r�'G, 688 PI PRUNUS IAUROCERASUS OTTO LUYKEN LAUREL 2 1/2"-3" CAL. B&B sp. 3' a. c. EJGENE`D. MILLAR, JR. PD -IP 9,300 VM VINCA MINOR PERIWINKLE 12-20 LEADERS BARE ROOT sp. 12" o. c., c� NO Sheet triangular spacing .ado 08133 / �4; 10 of 10 TOTAL TREE CANOPY COVER PROVIDED = 38,150 SF (17.77.) File Number /0 AL ENG MAN-SP279 41 1 f f fN, Y v f I I 7 --- ---- ---- f J /* ------------- - ----- J f 7-*-,-- -- --- - - --- --- ------ -- -1 - ; - II -f I -j- j f r4_ n-:_ It a 0 V 4 IN J E X. 9-' ---- ---- N "N, N, D 41 % k. - --- -------- ------ '.X N. ---------- NI 4, 7 A�, V "N' II& ------- 77 ht N.. y x I t I j I I x1— A v;,Z /'x It x j 000 JI 4 N' )"j Q, J A� k X N.. N, t,�. N N I N, t N N P 1", 5'�ROAV TE--� It, 'A. PIR�kt,'SITF* t�,LTERNA E N, 6b" _c jy PERtIANENT v N N r - Til C_ _X EASEMEN I VrD N, UTiLV--E- T. pR -AR X L V K,,,. DRiV f6R' 1 *16� i ­l I ­�,,0 " 0 ' I 1 0 , I I / / 1, 11 \/ - i�, 'N/ ",\'jr fl N, I'll, I "I 0 , tk Nt I I \, , LAM T _�LF A, 100 �R LA �1 OF ARIN �RAIDINI �RAI NA61E 4 4 -- -------- - . Lei % t, :URVE V r -M - - AT- --------------- -IN I 21CIIA�m / 'N: LL f 40f 1v/" I MIT _R0A NN DATA VL T tj E uc-=tW F�, r* ST R - ILL C NUE 4 _k ." V, J)" L lN 0 DAY4e D A C ON T CTO '50 r", IN, N, Tu4N,,T, WT 'IN EX ING" N DI N A -�;-:4rri NA 1ANNEL DRA�f #K NI A *% t EARING" C CL CUVE 10_ATA_.� > __7 �y , (", ____ — - -152 I? - -- --- 47 "'N J, /T L ��50 Z j del, I IDV/r: t)A �TW 4 O�.52r� _0 % Z ----- - ------- % y 3 N, 4__ �IN -1 -, L =`416 [Am & �V5�nm'R& -SUPE R�:0.04/ IJ9 --- - ------ N--- --- ------------ < j N r S Ttl- 4_1 --- ---- --- --- ------ --- N, C A v i ? i - - ---- ----- ------ 'FLA" OTI, 1, N, T -i 13 'IN j GRAPHIC SCALE NI ED - IN a 'n, 0, , " i, J-� T, IN METERS t r x, 20 0 10 20 40 60 80 100 Q� CURVE DATA N' EX. WET PO (TO REMAIW� -N, f 001 flz� 2 4,10 j NtN,N -- --- --- -- T Km %95n A 1 :1000 '=�O 04 'p, N\. 5UPER yr --- ---- ---- --- --- --- .... t v, I �-w 5n V t NN fX & 07-1 N, N� 713 'v j tn!� --- --- ---- ---- --- 4 11. .., -- _:� I ; --- ---- ---- -- IV 140 R/W of Right of Hay N -n f 3.., and Construction - ------ --- --- -- -- N t, it R/H Cut Section ---- ---- of� ":7jr. 'N i5m 15M > t 1 16 k 3m -A 5.1m Gm 9" CG 7 f, Interim Ditch 5 2km for Note 4 utili horizontal location, 2m- FG ty Cor idor V 2 1:50 Tie to DI -5 t0p5 " 1:50 1:50 — ee plans U) 2:1 max re PGL 1:50 2:1 max Note la 'N, , `b It Note la I i i _e 11 —.— — — . � " - CS -4 Side slopes 1:50 C 1:50 e 12 ", "', "', 0 \x\' (Typ. either side) e� I — - fR N I/ , - I i I / , / Top of cut ditch per pl=5 /L //1,1 -A Fill Section K / ", , / . Ditch lining per plan 3_1 Cut section typical both sides "Yl, A UD -4 Underdrain �,V I: t , , , , , . , , , �: —v -1 �Y, � --- --- (To Be Installed on the Low t N, N /* N Side of 5uperelevdion Typical) -- — ---- . ..... _5ub-Ba5e < of 5ubbase— ion W/L Locat ESS . .... ...... ... . PRA SITE ALTERNATE ACC ROAD If, F/ -- N,\ RIGHT HALF 5ECTION SHOULDER AT ULT. MEDIAN 41 k NK" --- --- --- - A l- " R/W = 30M V 70 km/hr &11 t Vi too- --T-R V 10- P�WS q 0 W fl� V, V �_,jy, --- ---- - -------- - TI "'Y Q If, I - -b I, /- �111 Z -T A r 4. V, V Vk V M -t i�' t, N. j t qp---------- POND 1- 1, it �C 5t( N(OTE5; '137 q BMP,,tLEV. THE PROPOSED ALTERNATE ACCESS ROAD SHALL FOLLOW T14E VERTICAL AND HORIZONTAL PROP. 100 YR. FLOOD LIMITS 2 -YEAR ELE/V. ....... ALIGNMENT OF THE PROP05ED LEWIS CLARK DRIVE. ANY DRAINAGE 5TRUCTURF-5 W 40 -YEAR EILEV. 15q.44 INSTALLED FOR THE ACCESS ROAD SHALL BE CONSISTENT WITH THOSE DESIGNED 100 -YEAR ELEV.I�� 140.341.,_ Z)(- -,N FOR LEWIS t CLARK DRIVE. HOWEVER ANY DRAINAGE STRUCTURES INSTALLED N -WCOV PRIOR TO THE APPROVAL OF THE PLANS FOR LEWIS CLARK DRIVE SHALL NOT I A % 5, �7 OBEW BE CONCEIVED AS APPROVAL OF THESE STRUCTURES. PRINTED N -N, N, 2. APPLICANT OR AGENT 5HALL NOTIFY THE ENGINEERING DEPARTMENT PRIOR TO THE w5f IF" CAANNEL EXERCISE OF THIS ACCESS ALTERNATE AND PROVIDE ANY ADDITIONAL INFORMATION I AND/OR DETAILS DEEMED NECESSARY BY THE COUNTY ENGINEER. FEB 2 3 05 "tt 'N I\ 0a N 3. ANY INTERIM INFRASTRUCTURE PLAN SUBMrFTED IN FUTURE MAY VARY FROM FULL 7, DEWBERRY & DAVIS CONCEPT OF T1415 EX141BIT DUE TO COST FACTORS, GRADING CONSTRAINTS, ETC. t1v SUCH PLAN SHALL REQUIRE SUBMISSION AND APPROVAL BY ALBEMARLE COUNTY NN PRIOR TO ANY CONSTRUCTION. 'N N, 4. SANITARY SEWER TRUNK MAIN TO BE PROVIDED TO THE PRA SITE IN ACCORDANCE -N1 N, "'N N,\ ------ WITH THE UREF-NFRP PHASE I INFRASTRUCTURE PLAN. Nk v 5. WATER MAIN TO BE PROVIDED To THE PRA SITE IN ACCORDANCE WITH THE UREF-NFRP PHASE I INFRASTRUCTURE PLAN. "N' N. v, N N N. 4r N, MILLAR, E E,, q, (o. THE PROPOSED ACCESS ROAD TO BE PROVIDED TO THE PRA SITE IN ACCORDANCE . . ..... . . ..... EN JR. ------ -------- WITH THE UREF-NFRP PHASE I INFRASTRUCTURE PLAN. N "N 'N" 3 Ih l I , \ �nl " 111. -TV.,,&,,,I,t:�, t, \, , , NO. TOP CC I I I EL N", �V 14 5' N N, N lilt" \ 7. THE SWM/BMP FACILITY TO BE PROVIDED TO THE PRA SITE IN ACCORDANCE - -------- 1---- 0813 N N , ��, .I� - - ., " % WITH THE UREF-NFRP PHASE I INFRASTRUCTURE PLAN. ­-,C0NCW AND STILLING f 7, A� �N 8. NO OCCUPANCY PERMIT SHALL BE ISSUED FOR THE PRA SITE UNTIL REQUIRED Al J -- ---- t _5PILLWAY v irll N N, ""A v__ 3 INFRASTRUCTURE 15 CONSTRUCTED. NAL 0 4� bt Cd P4 TYPE I # 21B BASE STREET NAME 5TA. TO 5TA. R/W WIDT14 v CZ SUBBASE AGG. BASE (BM -2) OR SURFACE )..4 L) (M) (knVhr) (M) MATERIAL (BM -3) (5M -2A) LEW15 4 CLARK DR. RIGHT HALF SECTION -- SHOULDER AT ULT. MEDIAN 1+188.1 1+655.11 W 70 (0-5 200rnm 240mm 5aT= Q) Vk V M -t i�' t, N. j t qp---------- POND 1- 1, it �C 5t( N(OTE5; '137 q BMP,,tLEV. THE PROPOSED ALTERNATE ACCESS ROAD SHALL FOLLOW T14E VERTICAL AND HORIZONTAL PROP. 100 YR. FLOOD LIMITS 2 -YEAR ELE/V. ....... ALIGNMENT OF THE PROP05ED LEWIS CLARK DRIVE. ANY DRAINAGE 5TRUCTURF-5 W 40 -YEAR EILEV. 15q.44 INSTALLED FOR THE ACCESS ROAD SHALL BE CONSISTENT WITH THOSE DESIGNED 100 -YEAR ELEV.I�� 140.341.,_ Z)(- -,N FOR LEWIS t CLARK DRIVE. HOWEVER ANY DRAINAGE STRUCTURES INSTALLED N -WCOV PRIOR TO THE APPROVAL OF THE PLANS FOR LEWIS CLARK DRIVE SHALL NOT I A % 5, �7 OBEW BE CONCEIVED AS APPROVAL OF THESE STRUCTURES. PRINTED N -N, N, 2. APPLICANT OR AGENT 5HALL NOTIFY THE ENGINEERING DEPARTMENT PRIOR TO THE w5f IF" CAANNEL EXERCISE OF THIS ACCESS ALTERNATE AND PROVIDE ANY ADDITIONAL INFORMATION I AND/OR DETAILS DEEMED NECESSARY BY THE COUNTY ENGINEER. FEB 2 3 05 "tt 'N I\ 0a N 3. ANY INTERIM INFRASTRUCTURE PLAN SUBMrFTED IN FUTURE MAY VARY FROM FULL 7, DEWBERRY & DAVIS CONCEPT OF T1415 EX141BIT DUE TO COST FACTORS, GRADING CONSTRAINTS, ETC. t1v SUCH PLAN SHALL REQUIRE SUBMISSION AND APPROVAL BY ALBEMARLE COUNTY NN PRIOR TO ANY CONSTRUCTION. 'N N, 4. SANITARY SEWER TRUNK MAIN TO BE PROVIDED TO THE PRA SITE IN ACCORDANCE -N1 N, "'N N,\ ------ WITH THE UREF-NFRP PHASE I INFRASTRUCTURE PLAN. Nk v 5. WATER MAIN TO BE PROVIDED To THE PRA SITE IN ACCORDANCE WITH THE UREF-NFRP PHASE I INFRASTRUCTURE PLAN. "N' N. v, N N N. 4r N, MILLAR, E E,, q, (o. THE PROPOSED ACCESS ROAD TO BE PROVIDED TO THE PRA SITE IN ACCORDANCE . . ..... . . ..... EN JR. ------ -------- WITH THE UREF-NFRP PHASE I INFRASTRUCTURE PLAN. N "N 'N" 3 Ih l I , \ �nl " 111. -TV.,,&,,,I,t:�, t, \, , , NO. TOP CC I I I EL N", �V 14 5' N N, N lilt" \ 7. THE SWM/BMP FACILITY TO BE PROVIDED TO THE PRA SITE IN ACCORDANCE - -------- 1---- 0813 N N , ��, .I� - - ., " % WITH THE UREF-NFRP PHASE I INFRASTRUCTURE PLAN. ­-,C0NCW AND STILLING f 7, A� �N 8. NO OCCUPANCY PERMIT SHALL BE ISSUED FOR THE PRA SITE UNTIL REQUIRED Al J -- ---- t _5PILLWAY v irll N N, ""A v__ 3 INFRASTRUCTURE 15 CONSTRUCTED. NAL 0 4� bt Cd P4 awn Bv Date 2-06—q8 Scale 1:1000 Plan Number 5DP 97-141 Zoned PD -IP Sheet 10Aof 10 File Number MAN SP -27q �4 P4 11 (= co L) C\2 CC) )..4 L) E-4 P -al 4-) cc @) ce) C) Q) 4-) M L) 4) Cn A 2 b.0 cd U �21 CO 4� o 4) in E ­ C\2 LO awn Bv Date 2-06—q8 Scale 1:1000 Plan Number 5DP 97-141 Zoned PD -IP Sheet 10Aof 10 File Number MAN SP -27q �4 E-4 L) ;x-4 E-4 )..4 L) E-4 P -al 4-) awn Bv Date 2-06—q8 Scale 1:1000 Plan Number 5DP 97-141 Zoned PD -IP Sheet 10Aof 10 File Number MAN SP -27q E-4 L) ;x-4 "be E-4 P -al 4-) @) 0 Q) 4-) M L) Cn �m4 b.0 cd U �21 Cd awn Bv Date 2-06—q8 Scale 1:1000 Plan Number 5DP 97-141 Zoned PD -IP Sheet 10Aof 10 File Number MAN SP -27q