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HomeMy WebLinkAboutSDP200900044 Plan - Approved 2009-07-30SITE DATA THIS PROJECT CONSISTS OF A 1074 SF ADDITION TO THE VMF MAINTENANCE BUILDING AND A 256 SF ADDITION TO THE BUS WASH BUILDING. THE VMF ADDITION WILL HOUSE AN ADDITIONAL WORKBAY. THE BUS WASH ADDITION WILL HOUSE EQUIPMENT FOR A NEW AUTOMATIC BUS WASH SYSTEM. PAVING AND PARKING WILL BE ADDED NEAR THE VMF BUILDING. THE UPPER BUS PARKING LOT AND THE TWO LOTS NEAR THE BUS WASH WILL BE PAVED (EXISTING IS GRAVEL). TWO SEPTIC TANKS WILL BE ADDED AT THE BUS WASH AS REQUIRED FOR NEW WASH SYSTEM. EXISTING SWM BASIN WILL BE UPGRADED TO PROVIDE DETENTION & TREATMENT FOR THE PROPOSED IMPROVEMENTS, INCLUDING A FUTURE BUILDING AND ASSOCIATED PARKING. ENGINEER: TIMMONS GROUP 919 2ND ST. S.E. CHARLOTTESVILLE, VA 22902 TELEPHONE: 434327-1687 CONTACT: FRANK POHL, P.E. FRANK.POHL@TIMMONS.COM SITE ADDRESS: 110 & 130 LAMBS LANE CHARLOTTESVILLE, VA 22901 TAX MAP PARCEL: TMP 60-78A ZONING: RURAL AREA SPECIAL USE PERMIT: WASTEWATER LIFT STATION SPECIAL USE PERMIT APPROVED (SP1979-057 ON AUGUST 15, 1979) ON THIS TAX MAPIPARCEL 60-78A SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP ATTN: PAUL HUBER 1001 BOULDERS PKWY. SUITE 300 RICHMOND, VA 23225 DATED: 4/16109 TOTAL SITE AREA: 216.691 ACRES AREA OF DISTURBANCE: 4.51 ACRES SETBACKS: FRONT (PUBLIC ROAD) - 75' SIDE = 25' REAR - 35' MAXIMUM BUILDING HEIGHT: 35' MAXIMUM NUMBER OF EMPLOYESS: 30 BUILDING HEIGHT: VMF ADDITION = 22' (TO MATCH EXISTING) BUILDING AREA: VMF BUILDING = 17,756 S.F. BUSWASH BUILDING = 1,547 S.F. TOTAL= 19,303 S.F. FLOOR AREA RATIO (F.A.R.): TOTAL = 0.002 PARKING REQUIRED: 129 (INCLUDING ACCESSIBLE SPACES) PARKING PROVIDED: 129 (INCLUDING 5 ACCESSIBLE SPACES) UTILITIES: SEWER: ALBEMARLE COUNTY SERVICE AUTHORITY WATER: ALBEMARLE COUNTY SEWER AUTHORITY PROPERTY IS WITHIN THE ACSA JURISDICTIONAL AREA. DRAINAGE DISTRICT: IVY CREEK WATER SUPPLY WATERSHED DRAINAGE FACILITIES: EXISTING BASIN UPGRADED TO A DETENTION POND AMOUNT OF IMPERVIOUS AREA W/IN BASIN DRAINAGE AREA: EXISTING ADDITIONALIPROPOSED 5.89 ACRES 1.55 ACRES TOTAL IMPERVIOUS AREA AFTER SITE DEVELOPMENT 7.44 ACRES THERE ARE CRITICAL SLOPES LOCATED WITHIN THE PROPERTY LIMITS. APPROXIMATELY 0.55 ACRES OF THE CRITICAL SLOPE AREA WILL BE DISTURBED. THE SLOPES ARE MAN-MADE. A WAIVER WILL BE SOUGHT TO ALLOW THE DISTURBANCE CONCURRENT WITH THIS APPLICATION. THERE ARE STREAM BUFFERS ON THE SUBJECT PROPERTY. THESE STREAM BUFFERS WILL NOT BE DISTURBED. THERE ARE NO 100 -YR. FLOODPLAINS ON THE SUBJECT PROPERTY. THE SITE IS LOCATED WITHIN A RESERVOIR WATERSHED. LIGHTING: EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 LUMENS OR MORE SHALL BE A FULL CUT OFF LUMINAIRE. SPILLOVER OF THE LUMINAIRES ONTO ADJACENT PROPERTIES OR ROADWAYS SHALL NOT EXCEED ONE-HALF FOOT CANDLE. ALBEMARLE COUNTY VEHICLE MAINTENANCE FACILITY MAJOR SITE PLAN AMENDMENT SDP2009mOOO44 JACK JOUETT DISTRICT ALBEMARLE, VA VICINI7TY MAP SCALE: 1" = 2,000' OWNER/DEVELOPER: THE COUNTY SCHOOL BOARD OF ALBERMARLE COUNTY, VIRGINIA 401 McINTIRE ROAD, CHARLOTTESVILLE, VA 22902 CONTACT: LISA GLASS APPLICANT: JOE WERRES TELEPHONE: (434) 975-9340 FAX: (434) 975-9341 5/26/09 PROJECT ADDRESS: VMF (SHOP): 110 LAMBS LANE CHARLOTTESVILLE, VA 22901 VMF (WASH BAY & FUEL): 130 LAMBS LANE CHARLOTTESVILLE, VA 22901 Sheet Index Sheet Number Sheet Title 00.0 COVER SHEET C1.0 OVERALL/KEY PLAN C11 NOTES & DETAILS C1.2 NOTES & DETAILS C2.0 EXISTING CONDITIONS C2.1 EXISTING CONDITIONS C2.2 DEMOLITION & PHASE I EROSION & SEDIMENT CONTROL PLAN C2.3 DEMOLITION & PHASE I EROSION & SEDIMENT CONTROL PLAN C2.4 PHASE II EROSION & SEDIMENT CONTROL PLAN C2.5 PHASE II EROSION & SEDIMENT CONTROL PLAN C2.6 EROSION CONTROL NOTES AND DETAILS C2.7 EROSION CONTROL NOTES AND DETAILS C3.0 LAYOUT/UTILITY PLAN C31 LAYOUT/UTILITY PLAN C3.2 UTILITY NOTES & DETAILS C4.0 GRADING AND DRAINAGE PLAN C4.1 GRADING AND DRAINAGE PLAN C5.0 STORMWATER MANAGEMENT PLAN C5.1 STORM PROFILES C5.2 STORM PROFILES C5.3 DRAINAGE AREA MAP L1 LANDSCAPE PLAN L2 LANDSCAPE NOTES & DETAILS El SITE LIGHTING POINT -BY -POINT CALCULATION PLAN E2 SITE LIGHTING PLAN E3 LIGHTING FIXTURE CUTS APPROVALS -4+1e:j 2. ENGINEERING ARCHITECTURAL REVIEW BOARD OFFICIAL 07 07-2/•2009 a"h (om-) 07(56(zmj ALBEMARLE COUNTY SERVICE AUTHORITY �cQ 1Mz+ �`) 67�6/zuaq VIRGINIA DEPARTMENT OF TRANSPORTAT70N N)�r 07/3�D/M'3 HEALTH DEPARTMENT REVISIONS DATE SSHEET NUMBERS I 8;2912009 ALLHEET NUMBERS DATE FM V. Pm¢ xo 400 Z O FM 1� K. HAWLEY DESIGNED BY K. HAWLEY CHECKED BY F. POHL SCALE NOT TO SCALE H J H Q LL W U ZLLy �>} 1—Z Z O QU J f LU LU W J m U_a Uj2 o 0 Z Y Q o < LU Q LU Q 27603 HEET NO. CO.0 LV T F O C v E0. o O c N ' y C1 e DATE Q d 9= 5/26/09 K. HAWLEY DESIGNED BY K. HAWLEY CHECKED BY F. POHL SCALE NOT TO SCALE H J H Q LL W U ZLLy �>} 1—Z Z O QU J f LU LU W J m U_a Uj2 o 0 Z Y Q o < LU Q LU Q 27603 HEET NO. CO.0 LV T F O TMP60-60Ct+ COMMONWEALTH / OF VIRGINIA TMP 60-80C WYANT, ADAM C & MARY TRUSTEE ! Be PARKING LOT \ lam' PRO j .. PInNCE t \ 47D\� ENS �svcE \ r y raASN \.fENce Y 88 --X--- — B'CHAAW.WNX FENCE —yyj — SCALE 1'=50' 0 50' 100' PROPOSED PAVEDAREA z� moi_ _ ° ° S.F. D/nO _ Ie @ PROPOSED PAVED AREA d, • 1 APRRVx LOCAT:W ofca a-FoxEiwvNJ / BENCHMARK Wd "' N: 391590735 `AaPRov lLunoN LAMBS LANE W-' E: 11482261.75 _.�� — OFcX<-, ORLEMAW j NAD83 EI: 563.95 I NAV88 -' 21 C R I r -a TMP 60-79 WYANT, MARYL & ADAM TRUSTEE PROPOSED °AVED AREA i I .v. o o S.F. -- I EXISTING VMF i BUILDING TO • ° 1 f I_ REMAIN wal • i IrIii ATER 1 I Ix L_,_ L,LU N.lN'N h£ - � IvfE E t 9Yj � y 1 a• a v Ts Z r N' •\FENE / / \ \\ ,AAPADS NC.4AlA2I.Ytt ~ CONCRETE ANRNNAW •I 15 MO US Y \i > CCNLN95F j 4 BENCHMARK N: 3915797.63 E: 11482675.93 NAD83 EI: 565.92 NAV88 p U'rOHAL O O O a E C� IMP 61-2C �'+ C O FARBAUGH, MICHAELo O ANTHONYTRUSTEE N E V `N, W fy Y w LL m 3 aj dm (D Z R L ry O M Z F U <u U g i 'Va y y ou -a R z�" a o mV Z Lq '& O w Try > O � � 2 e od O z 'm a O_ N � r ITI a w d w aFa z o �ry a d ❑ 0 d °f o DATE > !' 5/26/09 o y DRAWN 8Y K. POWELL T • DESIGNED BY • K. HAWLEY TMP 61-2B • KRASNEGOR, DANIEL G CHECKED BY S ORANGELIOUES F. POHL • • SCALE 9BB 1"=50' H CL U °-a� Q ma LL ° a0 W °mN U o_ � o O v n a Za 6 ° % L 1 e W `z 94C �. Z) u Z o Z °" L d u TMP 61-4A Q J v r BALLARD, JAMES O Q d REVOCABLE T/A 8 9 ELIZA JEAN BALLARD o s REVOCABLE TA W w W J J Y as U a J Le U) _ oo E _ � W a SOIL LEGEND > Z 0o 00 MAP UNIT z SYMBOL SOIL NAME a o O 0 `e 2 p o CULPEPER FINE SANDY LOAM, 2 TO 7 PERCENT v o SLOPES W Jo x' 21 ULPEPER FINE SANDY LOAM, 7 TO 15 PERCENT ° Ilr SLOPES - E C 2-6 G ° C «« 34C GLENELG LOAM, 7 TO 15 PERCENT SLOPES MW W V 47D OUISBURG SANDY LOAM, 15 TO 25 PERCENT a SLOPES = ° V 88 UDORTHENTS, LOAMY lOB NO. o m �t 27603 �n 0 94C L SHEET NO. a WEDOWEE SANDY LOAM, 7 TO 15 PERCENT e a SLOPES orf!%g �- Ci.0 V T f V GENERAL NOTES 1. ALL MATERIALS AND CONSTRUCTION WITHIN THE PUBLIC RIGHT OF WAY SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 2. LAND USE PERMITS (CE -7P) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 3. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 4. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 5. PRELIMINARY DESIGN OF THE PAVEMENT STRUCTURE FOR ALL SUBDIVISION STREETS SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND SECONDARY ROADS IN VIRGINIA. THE COMPLETED DESIGN WORKSHEET APPENDIX IV SHALL BE INCLUDED WITH THE INITIAL PLAN SUBMITTED FOR EACH PROPOSED PAVEMENT SECTION UTILIZING THE PREDICTED SOIL SUPPORT VALUE SHOWN IN APPENDIX I OF THE PAVEMENT DESIGN GUIDE. 6. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 7. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT A GEOTECHNICAL ENGINEER AND VDOT. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE GEOTECHNICAL ENGINEER, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH CURRENT VDOT SPECIFICATIONS. 8. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT I AND I LD -94 (D)121.13. 9. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM -C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS 111 OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 10. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 11. ALL CONCRETE SHALL BE A3 -AE (AIR ENTRAINED 3,000 PSI). 12. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. RESIDENTIAL LOT ACCESS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: • ALL DRIVEWAY ENTRANCE CULVERTS ARE TO BE 15" DIAMETER z 20' LONG PIPE AND SHALL CONFORM TO PE -I PRIVATE ENTRANCE STANDARDS UNLESS OTHERWISE DIRECTED BY THE RESIDENT ENGINEER. NO ENTRANCE CULVERTS ARE TO BE INSTALLED WITHIN FIVE (5) FEET OF PROPERTY CORNER. • VDOT STANDARD CG -90 ENTRANCES SHALL BE INSTALLED IN CURB AND GUTTER NEIGHBORHOODS. THE SAW CUTTING REMOVAL OF THE STANDING CURB IS UNACCEPTABLE WHEN INSTALLING AN ENTRANCE ON EXISTING CURB AND GUTTER. CONTACT VDOT FOR INSPECTION 48 HOURS PRIOR TO ENTRANCE INSTALLATION. 13. THE DEVELOPER IS RESPONSIBLE FOR FURNISHING AND INSTALLING STOP SIGNS AT STREET INTERSECTIONS. 14. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO VDOT PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED, TO VDOT FOR REVIEW AND APPROVAL BY THE RESIDENT ENGINEER. 15. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DI=FERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800552-7001. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING ANDIOR PROPOSED RIGHT OF WAY REQUIRED BY THE DEVELOPMENT. 16. ALL STREETLIGHTS SHALL BE LOCATED A MINIMUM OF 9.5' FROM THE EDGE OF PAVEMENT ON CURB AND GUTTER STREETS ANDIOR LOCATED A MINIMUM OF 5.5' BEHIND THE DITCH LINE ON OPEN DITCH STREETS. 17. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. 18. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 19. GENERALLY, PAVED ROADSIDE DITCHES ARE TO BE SPECIFIED WHEN VELOCITIES EXCEED CURRENT VDOT DESIGN CRITERIA OR WHEN DITCH SLOPES ARE LESS THAN 0.75%. WHERE DITCH SLOPES EXCEED 5.0%,THE DEVELOPER MAY CHOOSE TO IMPLEMENT EROSION AND SEDIMENT CONTROL MEASURES IN AN ATTEMPT TO ACHIEVE CHANNEL STABILIZATION WHILE ACKNOWLEDGING THAT ADDITIONAL PAVED DITCH LININGS MAY BE REQUIRED PRIOR TO ACCEPTANCE OF THE ROADS INTO THE SECONDARY SYSTEM OF STATE HIGHWAYS. PAVED ROADSIDE DITCHES SHALL CONFORM TO VDOT PG -2A STANDARDS AND SPECIFICATIONS. 20. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY FOR ACCEPTANCE OF THE ROADS INTO THE VDOT SECONDARY ROAD SYSTEM. 21. VDOT APPROVAL OF THESE PLANS WILL EXPIRE THREE (3) YEARS FROM THE DATE OF APPROVAL. 22. VDOT SHALL HAVE PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE(S). CONTACT VDOT FOR SUBGRADE INSPECTION 48 HOURS PRIOR TO SCHEDULING PLACEMENT OF AGGREGATE BASE COURSE(S). 23. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 24. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 25. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT VDOT FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 26. AN ACTUAL COPY OF THE COMPLETE CBR REPORT IS TO BE SUBMITTED TO VDOT IN CONJUNCTION WITH FINAL PAVEMENT DESIGNS. ALL PAVEMENT DESIGN RECOMMENDATIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT EDITION OF THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND SECONDARY ROADS IN VIRGINIA. 27. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. 28. ALL VEGETATION AND ORGANIC MATERIAL MATERIAL IS TO BE REMOVED FROM THE RIGHT OF WAY LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 29. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO VDOT FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 30. THE DEVELOPER WILL BE RESPONSIBLE FOR THE DESIGN COSTS OF ANY TRAFFIC SIGNAL INSTALLATION AND/OR MODIFICATION UNDER AN ACCOUNT RECEIVABLE WITH VDOT. 31. THE NECESSITY AND LOCATIONS FOR ADDITIONAL VOOT STANDARD UNDERDRAINS TO BE DETERMINED AT THE TIME OF SUBGRADE INSPECTION. 32. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. 33. VDOT SHALL BE PROVIDED DOCUMENTATION THAT ALL IN PLACE PAVEMENTS MEET OR EXCEED THE APPROVED PAVEMENT DESIGN THICKNESS PRIOR TO STATE ACCEPTANCE. 34. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. 35. OWNER WILL FURNISH SURVEY CONTROL OFFSET HUBS FOR ALL ROADS AND EASEMENTS FOR ALIGNMENT AND GRADE. ROADS WILL BE STAKED ONLY ON ONE SIDE. THE CONTRACTOR SHALL INSPECT THE CONTROL STAKING AND VERIFY BEFORE CONSTRUCTION. ALL GRADE STAKES DESTROYED BY THE CONTRACTOR SHALL BE REPLACED AT HIS EXPENSE. 36. ALL APPROACH GUTTERS TO SA INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 37. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG•7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR T O 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. 3. EROSION AND SILTATIONN R CO TROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. S. 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 IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL SHALL BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL SHALL BE APPROVED BY A GEOTECHNICAL ENGINEER A GEOTECHNICAL ENGINEER SHALL BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO Y INSPECTION B ALBEMARLEUNTY SERVICE CO C AUTHORITY INSPECTORS. THE CONTRACTOR WILL BEI RESPONS BLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS, AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. WATER PRESSURE MAY BE LESS THAN 40 PSI. PRIVATE BOOSTER PUMPS MAY BE REQUIRED. 10. ALL COMMERICAL BUILDINGS WILL BE REQUIRED TO HAVE A BACKFLOW PREVENTER . GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE rO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. INSTALL INLET PROTECTION AND CULVERT INLET PROTECTION TO EXISTING STRUCTURES. 5. A COPY OF THE APPROVED EROSION AND SEDIMENT CONITROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 6. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFFSITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 7. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OIF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 8. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 9. DURING DEWATERING OPERATIONS, WATER WILL BE PUMIPED INTO AN APPROVED FILTERING DEVICE. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVEID WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED) IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, IN ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENNTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL„ MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEMING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST OF A 50/50 MIX OF ANNUAL RYEGRASS AND CEREEAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZEER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/I DODSF, INCORPORATED INTO THE TOP 45 INCHES IOF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBSIACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 05% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/1100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIR IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT I FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSI0N CONTROL INSPECTOR. ALBEMARLE COUNTY ENGINEERING : GENERAL CONSTRUCTION NOTES ROR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WVITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF ENGINEERING (298-5861) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATIONI OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE (SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINNEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGITH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD DETERMINED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDITHS SHALL BE INCREASED TO SEVEN (7) FEET. ALBEMARLE COUNTY ENGINEERING & PUBLIC WORKS POLICIES. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RE8SIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. EXCEPTIONS WILL NOT BE ALLOWIED. 8. ROAD PLAN APPROVAL IS SUBJECT TO FINAL SUBDIVISIONI PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL IBE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFIRM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO IPROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS TARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS UNDER TO) BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOTS VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. BLASTING NOTES 1. BLASTING WHERE REQUIRED SHALL BE DONE WITH CARE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, ORDINANCES, RULES AND REGULATIONS OF THE AUTHORITIES HAVING JURISDICTIOMI AND BY SKILLED AND EXPERIENCED BLASTERS. A BLASTING PERMIT MUST BE OBTAINED FROM THE ALBEMARLE COUNTY FIRE PREVENTION OFFICE PRIOR TO I COMMENCING THE WORK. 2. ALL FEDERAL, STATE, AND LOCAL REGULATIONS GOVERNIING CONSTRUCTION SAFETY SHALL BE ADHERED TO AND ANY VIOLATION OF SUCH REGULATIONS SHALL BE DEEMED THE SOLE RESPONSIBILITY OF THE CONTRACTFOR AND/OR DEVELOPER. 3. PRECAUTIONS SHALL BE TAKEN TO PREVENT INJURY TO PPERSONS AND DAMAGE TO PROPERTY. NO BLASTING SHALL BE DONE WITHIN TWENTY-FIVE (25) FEET OF ANY COMPLETED WORK OR ADJACENT TO ANY OTHER STRUCTURES UNLESS PROPER PRECAUTIONS ARE TAKEN. ENDS OF UTILITY LINES ADJACENT TO THE BLASTING AREA SHALL BE COVERED TO AVOID DEBRIS ANID DAMAGE. 4. PROPER NOTIFICATION SHALL BE GIVEN TO THE ALSEMARILE COUNTY SERVICE AUTHORITY AND THE PUBLIC PRIOR TO THE COMMENCEMENT OF BLASTING OPERATIONS. 5. BLASTING ON SATURDAYS, SUNDAYS, AND HOLIDAYS WILL- BE PERMITTED ONLY WITH SPECIAL WRITTEN PERMISSION FROM THE ALBEMARLE COUNTY SERVICE AUTHORITY. 6. WHENEVER BLASTING WILL BE UNDERTAKEN IN THE VICINIIITYOF AN EXISTING UTILITY, IT SHALL ONLY BE DONE WITH DIRECT "ONSITE" SUPERVISION OF THE AUTHORITY. ANY DAMAGE AS A RESULT OF BLASTING OPEERATIONS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBSUC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIIS 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 PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE FPROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILI -ZEDSEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 HORIZONTAL:VER TICAL. WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BE'RER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY' SE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDIER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICE S. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BSE REINFORCED CONCRETE PIPE - CLASS III. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION) MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). LEGEND ROADS TRAFFIC STOP BAR ® 26 STORM PIPE & STRUCTURE NO. ® DROP INLET & STRUCTURE NO. URB O CURB & GUTTER WATER W DRY CURB & GUTTER EXISTING WATER LINE 6'W- ¢ PROPOSED PAVEMENT 6"W- PAVED DITCH PROPOSED VALVE 0 6"W - JUTE MESH DITCH - - - - CENTERLINE OF DITCH W - BENCH MARK �-- CLEARING LIMITS _4F- VDOT STANDARD STOP SIGN - _200--_ EXISTING CONTOUR -- PROPOSED CONTOUR +240.5 EXISTING SPOT ELEVATION 240.5 T/C PROPOSED SPOT ELEVATION SEWER -S--0 EXISTING SANITARY SEWER V �J PROPOSED SANITARY SEWER 10+15.003 N: 3665717.56 �l E: 11578456.99 MANHOLE NUMBER WITH STATION AND COORDINATES PROPOSED WATER SERVICE CONNECTION TOP OF CURB -\f"4"-'1 2" R A-3 CONCRETE AE•' , ■ • ■ ■ • CURB SECTION,• - CURB & GUTTER NO SCALE •- ISURFACEBASE SUBBAS •• CONTINUE STONE BASE FROM ADJACENT SECTION• CURB - ■ ■ CURB WITH REAR FOOTER NO SCALE 4 4 TOP OF CURB,,,2" R 2" TOP OF CURB VOOT A-3 CONCRETE CONTINUE STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB CURB CUT DETAIL NO SCALE 0 E 0. WATER W EXISTING WATER LINE 6'W- ¢ PROPOSED WATER LINE 6"W- PROPOSED VALVE 0 6"W - PROPOSED REDUCER Ill 6'W- PROPOSED CROSS - .TI 6. W - PROPOSED TEE �-- PROPOSED FIRE HYDRANT (COMPLETE) PROPOSED WATER SERVICE CONNECTION TOP OF CURB -\f"4"-'1 2" R A-3 CONCRETE AE•' , ■ • ■ ■ • CURB SECTION,• - CURB & GUTTER NO SCALE •- ISURFACEBASE SUBBAS •• CONTINUE STONE BASE FROM ADJACENT SECTION• CURB - ■ ■ CURB WITH REAR FOOTER NO SCALE 4 4 TOP OF CURB,,,2" R 2" TOP OF CURB VOOT A-3 CONCRETE CONTINUE STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB CURB CUT DETAIL NO SCALE 0 E 0. O ¢ N ' d DATE C N 4-A Pn 5/26/09 DRAWN BY K POWELL DESIGNED BY K. HAWLEY CHECKED BY F. POHL SCALE TO SCALE A H H U Q LL LuU Z Lu LQ r H G J H Lu Z Z) O LU J Q Lu Q 0 "'Dfficm up. SHEET NO. Cl.1 GRADE Na 1.5' O.D. GALVANIZED STEEL HANDRAILS AND POSTS (BOTH SIDES) _ INTERMEDIATE SUPPORT ' . a (2) #5 REBARS, TOP & BOTTOM f..,4. --{I4-- rte• DETAIL COMPACTED SUBGRADE 1 12" MIN. (TYP.) FINISHED (TYP,) 1 " GRADE #3 NOSING BAR EXP. JOINT AT EACH RISER l 1/ EOP__� 1/4' WASH .. +.., 12 a. (fVP.) 5 1'-0" CONCRETE #4 REBAR (12.O.C. E.W.) 5" NO. 57 GRAVEL NOTES: 1. FINE BROOM FINISH ALL STAIRS. 2. HANDRAIL ON EACH SIDE EXISTING PAVEMENT PROPOSED PAVEMENT f a � SAWCUT THROUGH � MATCH EX. CROSS 0 EX. SURFACE SLOPE UNLESS OTHERWISE X COURSE SPECIFIED ON PLANTS w & REMOVE PAVEMENT PROPOSED 1' MIN. SURFACE 2"+ COURSE EXISTING PAVEMENT — MILL EX. SURFACE COURSE SAWCUT EX. BASE COURSE EDGE OF PAVEMENT AGGR. BASE NOTE: PROPOSED PAVEMENT MUST TIE IN WITH EXISTING PAVEMENT ENT JOINT CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR IMBEDDED 24' IN GROUND HANDICAP SIGN HANDICAP SIGN /LOCATION (VAN) LOCATION (TYP.) 1 ACCESSIBLE ACCESSIBLE HANDICAP SPACES 1 1 TYPICAL PARKING SPACE No Scale 2 PARKIN No Scale � �I I� WRE FACE OF DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS CURB 18, PAINTED U'LIGHT DUTY ASPHALT PAVEMENT SECTION STRIPE L (TYP.__' 2"VDOT STD SM -9.5A ASPHALT REGULAR SPACE 3"VDOT STANDARD BM -2 •:_=T_:•�_:•��=•:�:EL :KBITUMINOUS BASE 10"21-A AGGREGATE STONE COMPACTED SUBGRADE TVAN I IT ABOVE ACBE 6'A.F.G. FINISHED GRADE SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL BE PLACED ON STEEL POST 11-1/2"0 PAINTED BLACK SET IN MIN. 2' OF CONCRETE. VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. PAINT PER SPECIFICATIONS 4 1HEAVY 4 `"' No DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS S"LU.ICRETEIVITH @ H WAY 11 PSI �:_..:�..:-..:_..:_..:_.I I1_I1_I=I_ WIDTH AND SLOPE NON -SLIP BROOM FINISH VARIES, SEE PLAN W1.4xWl.4 WWF 2" •�" 4"3500 PSI CONCRETE WITH WWM 4" VDOT STD 21-B AGGREGATE STONE BASE COMPACTED SUBGRADE 4 1 PEDESTRIAN DENOTES PEDESTRIAN CONCRETE WALKWAYS ON PLANS g, I� 6• DIAMETER STEEL PIPE I I 0 901 moill REMOVE ASPHALT SURFACE COURSE, VERIFY DEPTH OF I �/r /rz//Am/ 4 DUTY ASPHALT PAVEMENT SECTION. PAVEMENT P. " 7.5' PAVEMENT FINISHED SURFACE ELEVATIONS MATCH EXISTING. ' A MINIMUM 2" OF EXISTING STONE SHOULD BE REMOVED AND REPLACED W/ VDOT „y+ i STD 21A TO MEET THE TOTAL 10• LAYER OF STONE. CONTRACTOR TO PROOFROLL WI INSPECTOR PRESENT PRIOR TO PLACING ASPHALT. ACCESSIBLE ACCESSIBLE HANDICAP SPACES 1 1 TYPICAL PARKING SPACE No Scale 2 PARKIN No Scale � �I I� WRE FACE OF DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS CURB 18, PAINTED U'LIGHT DUTY ASPHALT PAVEMENT SECTION STRIPE L (TYP.__' 2"VDOT STD SM -9.5A ASPHALT REGULAR SPACE 3"VDOT STANDARD BM -2 •:_=T_:•�_:•��=•:�:EL :KBITUMINOUS BASE 10"21-A AGGREGATE STONE COMPACTED SUBGRADE TVAN I IT ABOVE ACBE 6'A.F.G. FINISHED GRADE SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL BE PLACED ON STEEL POST 11-1/2"0 PAINTED BLACK SET IN MIN. 2' OF CONCRETE. VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. PAINT PER SPECIFICATIONS 4 1HEAVY 4 `"' No DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS S"LU.ICRETEIVITH @ H WAY 11 PSI �:_..:�..:-..:_..:_..:_.I I1_I1_I=I_ WIDTH AND SLOPE NON -SLIP BROOM FINISH VARIES, SEE PLAN W1.4xWl.4 WWF 2" •�" 4"3500 PSI CONCRETE WITH WWM 4" VDOT STD 21-B AGGREGATE STONE BASE COMPACTED SUBGRADE 4 1 PEDESTRIAN DENOTES PEDESTRIAN CONCRETE WALKWAYS ON PLANS g, I� 6• DIAMETER STEEL PIPE { FILLED WITH CONCRETE REMOVE ASPHALT SURFACE COURSE, VERIFY DEPTH OF I / EXISTING STONE BASE & MATCH PROPOSED HEAVY 4 DUTY ASPHALT PAVEMENT SECTION. PAVEMENT I • I SECTION SHOULD BE CONSTRUCTED SUCH THAT 7.5' PAVEMENT FINISHED SURFACE ELEVATIONS MATCH EXISTING. ' A MINIMUM 2" OF EXISTING STONE SHOULD BE REMOVED AND REPLACED W/ VDOT „y+ i STD 21A TO MEET THE TOTAL 10• LAYER OF STONE. CONTRACTOR TO PROOFROLL WI INSPECTOR PRESENT PRIOR TO PLACING ASPHALT. 3.5' 4 REFURBISHED HEAVY DUTY PAVEMENT No Scale s2' -O• DIAMETER ° CONC. FOOTING VERIFY DEPTH OF EXISTING STONE & MATCH ~ I i Il PROPOSED HEAVY DUTY ASPHALT PAVEMENT • ` "' SECTION. PAVEMENT SECTION SHOULD BE CONSTRUCTED SUCH THAT FINISHED SURFACE ELEVATIONS MATCH EXISTING. ' A MINIMUM 2' OF EXISTING STONE SHOULD BE REMOVED AND REPLACED WI VOOT STD 21A TO MEET THE TOTAL IW LAYER OF STONE. '• CONTRACTOR TO PROOFROLL WI INSPECTOR PRESENT PRIOR TO PLACING ASPHALT. 3 PIPE BOLLARD DETAIL 4 NEW HEAVY DUTY PAVEMENT OVER EXISTING GRAVEL No Scale No Scale I' Fm V. POHL No. 40626 -1111a1 E Ol a O O P E _ L aLL_� �D mti Z K 0 U U z�—v`/ 3 z 30 Ld y N vw oQ.:a q O s" 0 W r 10 2 C O v 'y n U N ujO 0 w a+ c m d w E W CI w z O a N o ani V DATE > n +' 5/26/09 o y oaawN BY K. POWELL • DESIGNED BY If K. HAWLEY • CHECKED BY • F POHL SCALE CALF NOT TO SCALE 11-4 U °a Qmo' LL u ^ a� LLl � cF U o_ O Z o^ Q o Z � nc � o Lu 6 H 0 0'3 Z u^ z 1-4 OU V I c V Q w J � a Q "� f f— gL LLI K w Lu J m 0^ c DO a .- Q x U 66�m _i s OC W E 2 LLQ \�� / 00 a °u Z �kZZ� w O 0 Z O n � c F9 OQ O n T C t.2 U a� 0 nW Lu U U Y Q SE o„ C o 0 G c Y LLu u W 0 u J om Q y V C - O V O > m a ° c ; 27603 ° ma SHEET NO. n e II?1.w� CI.2 UT �— - No - \ 1 k V. Pon 1 r Na 40828 ,a X—�-- X -i— \Css� PR XftA 6._X�_ ONAL T 18'P/NE a DIN W ' n.w5D3-�5• /', oNo. E C -ION YS� f r l I t l l l / OWER GRAVEL f v tS \ ' / 1 a �� \\wo f li . v I r w, vv t a o M t BUS PARKIG \ �� -. / I a m z LOT \ \ ` / / �i� r I I 1'WIDE \\ I /�' d N M e 3 O t \ \ \ Ss ss \ DECIO&OUS I" �6� ,, I CONCRETE WALL / \ `\ 3 O ui !� r 0 fn w ys G / I /, / l lr \ \ \ \ , \ \ \ \ / I c! I `� /':. ' ' I a N w p 2 vTxi' i�'� d �! I I I 1 / � A v S v A ` ♦ 1 �1. 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I 1 i I 1 , , \ \ 1 1 I x _--:...- -r-•- -... /..• -..__ . ./ ... j / � r \, 1 }•' \� I � Isti w:�'/ I 1 1' `` 111 Il' I \ I I 11 }I I w I Bi/MPER /BLOCKS l C41TIOAL It 11 I 1 / /� I , A�� yti �g� v _-.♦ SLOPES } } !r / oz/' i � � ,� � l \\ x 4Y�,vl,. � '�.'F ��'+s}' �$ < d w\ ♦\ i 1 ` 11 11 11 } II 11 I1 \\ \ \ `, \I \ \ ` ' ,'Je1er,� , I / \ \ - � \ f k 8 a� .fig♦ �\ ♦ \ 1 } 1 1 1 1 \ \ \ \ ` A V q� r � /\ w Yr.3s,�. s�,xi '4 }„i ♦ .\ . I I 1 1 } \ \ \ t EXISTINGIEDGE t'�/ _ .�„, • - � a '�� I \ \ \ . \ \ OFGRA V�LBUS I PARKINGILOT ' r .' \.,' r `\ +� \ / I; \ ', \ It EXISTING EDGE \ \ I I OF PAVEMENT i 1 I i r r \ 7k Y I 1 • �\ 1 1 wr 4^ GRATTQPINI:ET-.- -- - -- - i -- -_.. / 'K \ \ 18 A'CP' I ^� TOP= 54.3-6a, \ ` �\ ' ' / v*✓� _ x �x' / ` \ \ ` \\ r L{L% '% 'j�-. , 1 T g: \ - a' a vim. Vb' — - �m. i 4 C.' $ ,,,,...�./` `\ \ � ~ �'r�,� -Vii .. `(�)\ 1.�=-�' --•, / ® l! r� ••` \ �y>�'V k'�� \at ;�� �(�,� \ "f'. \� ` � ; I 8: 4MANHOLES(2 SEPTIC C v(� ♦ - . 5.f TAAIKS)-- ,� '` !,� {, eyS',;�� • - k \ � x�\ . I_, r�' 't”" _7, � �\ r —.i Nis—• _ -uds 7- I I GRATE TOP l(VLET ELL +i " ` NYr — _ GENERAT F.F. 550.94E ® 1' DIA. \ } ;+� >,.. \ \ \ OUSE' \ ? I OP 55086' \/---------------- �� ----------- -__ __ - r---iT \1 ��\Ih_� I` �\\ III \ _ `� 8 CHAT INKS \ BUMPER II i , BLOCK I �a I I I ® 1 I GRATE TOP INLET DRAIN II`I-�I+ cw, I V DIA. I �"u'' °� DRA/N ' } r (TYP) , f�M+���, .I I I I (p T�' 41I��_ (0.7�` IDE) L Z 1 TOP= 550-9' i \ ` / vfpb� Fm V. POHL No. 40828 9y 8 0 o rn E C wE t N 0 €was H LL ti 3 w Oo WE — w w a n J yy� J L N V Z 2 F V < 0: 3 J u w 4n ed e y 0, Y- ry 6 C F ° U w � ~ d o z s y a W O uj � — w F C G1 t Q Q , a ' o o ai m p DATE >> ar o +' 5126109 r DRAWN BY C. KOTARSKI • DESIGNED BY • C. KOTARSKI • CHECKED BY . F. POHL SCALE CALF r`=20' U Q 2 CL U- a p W U Z Q O c Z a ° � 8m W ZVJ V z7D z O V o L ; r—a U Q QW IN v Q F p ar W w Z v i w Jm y P J O y c U a U s oq (De o W F Z E V 2 \ ° c" / F a ° I X W o o Zow0P r s Dy Fa U oa O n T C V �+ U2 2 oW V 0 W a° J �o V � do a°E =- m m` um n' co "> J Q ° JOB NO. ° o c 27603 ° ° C VO SHEET NO. a C2.1 t 0 am O g I 1 EXISTING EDGE \. I \ ' - = _ — = I�` \ \ /�/ \ ` IN cl. — • 1 / OF GRAVEL jI ; ; / / /� \ \ OD \ — — — W' /-- -- — — W -I' -- — — — W-1- — = — -r- W— — —'— — W—!— � ;a), } / / - ` SCALE,1 •=p, . 1 _ \ k ° I PARKING LOT i x z APPROX, LOCATION I 1 i / - - - 1�' ` p - 0:� \ OF 1" PLS W/L \\ EkS TING EDGE ` I OP PAVEMENT \ P " 01 C ! Y•,,* I,1151`CPP A 1 I I ' I7)e r r V?=X44.14 \ I ;\ 8' ChAIN&NK I) rte' M \GRID FE .....N7i — _ — — — _ I _ FF'NCE , Wj — (w / wj _nj y+y — W --wd— APPROX. LOCATION`<2 J/ �qq�j � ¢ OF EX.4"FORCE MAIN BENCH/Yfr7/�K RZNFM ^ % .��+ N. 3915907.35 -n .,,. o, e., ,. ,,.,.. - _ APPROX. LOCATION E: 1148226 ..75 I w� OF EX. 4" FORCE MAIN ' KAD83 — &/oc( &f.- f i l JI _—x----x---x- 8'CI-IA/NLINK , FENVE----- � %X;i S �i Y�,�, r"sri�.^„�>. , ;'3�3'"'s^ ` .*t 'i"v.. / ' `♦ _ - \ - _ - ' -' ',i �wk l \ ` 1 1 \ \ , \ 1 1 1 t 1 I � 1 ' I I , �.�, >�.&,�,� � �, - ,:� ^��''�''xN` ` ,, a�- � _ ---- ♦� `\'*, -_ _ ,_1_ _---'' h'\�+�F. \ 1 `I ' `I ) ' ' I � I I 1 I ' I ' I I I I ` :n •..a .'%.. -• "' - - .. ' ci FC n��Prtt^°4 �, �i��,� is »F \�.. -� \�._�"' _. � '�g•a I , 1 I I I I } I / . � _ � , a, `:�x+��wyy" rmxy� � + "7# ?';+Y�4ea V,,N §' w_ 1.. •�\\ ♦ �` '�. `�. I / ) 1 I I 1 I I I 1 , � � I I I 1 ah a, �` ,:.: r�, , .s�. �, � «f ^'•X .,�..�' "'3' r t .yy kt".. 44 `}„p:`-+ t r...fi" +�, ils: •"•t„ � \ ,. _ 1 I I I 1 t I I I i -' .:. y„ .• r - w l� :. -"* '�:' .,s'-¢{�4..�' "�, I r�-4v„s.r't 4}n l e.t-. "'�•" A-,� % ,5 !i n.\Y e.'IM��f ,'t�'`'�' a �'} ee��....�� ;'�'M '� w'ye'Y'�, res% r . 4;�e. !`�.��"4' w„ �_'s'�y� < rau s r '� � �6^ a a ani _ ;'�; �..,, '• T I I I I I I \ \ � •� �s r�� ��'- ,t:.V ...i. �59� �. 2..,. sg�"a`. ;`�i���!.x ,y ��}<'�,,.a �"y, �L\`''.; � r,. � .nom \ ` \.. I I I I } :. , `J�✓ v `_e �' ; " 'e ` , d _'rt�-, /fie, Rix' .. y 't+t ;>1 .. .. .Y.` .ems ,.."' .: w ♦ x J 1 I 1 ,. , \t r a, .qr. � t 4 x - _—xJ w. - -n-/. -n_ _n_- �_ - ♦`♦ \'..'.\y r } ! I 1 i I 1 , , \ \ 1 1 I x _--:...- -r-•- -... /..• -..__ . ./ ... j / � r \, 1 }•' \� I � Isti w:�'/ I 1 1' `` 111 Il' I \ I I 11 }I I w I Bi/MPER /BLOCKS l C41TIOAL It 11 I 1 / /� I , A�� yti �g� v _-.♦ SLOPES } } !r / oz/' i � � ,� � l \\ x 4Y�,vl,. � '�.'F ��'+s}' �$ < d w\ ♦\ i 1 ` 11 11 11 } II 11 I1 \\ \ \ `, \I \ \ ` ' ,'Je1er,� , I / \ \ - � \ f k 8 a� .fig♦ �\ ♦ \ 1 } 1 1 1 1 \ \ \ \ ` A V q� r � /\ w Yr.3s,�. s�,xi '4 }„i ♦ .\ . I I 1 1 } \ \ \ t EXISTINGIEDGE t'�/ _ .�„, • - � a '�� I \ \ \ . \ \ OFGRA V�LBUS I PARKINGILOT ' r .' \.,' r `\ +� \ / I; \ ', \ It EXISTING EDGE \ \ I I OF PAVEMENT i 1 I i r r \ 7k Y I 1 • �\ 1 1 wr 4^ GRATTQPINI:ET-.- -- - -- - i -- -_.. / 'K \ \ 18 A'CP' I ^� TOP= 54.3-6a, \ ` �\ ' ' / v*✓� _ x �x' / ` \ \ ` \\ r L{L% '% 'j�-. , 1 T g: \ - a' a vim. Vb' — - �m. i 4 C.' $ ,,,,...�./` `\ \ � ~ �'r�,� -Vii .. `(�)\ 1.�=-�' --•, / ® l! r� ••` \ �y>�'V k'�� \at ;�� �(�,� \ "f'. \� ` � ; I 8: 4MANHOLES(2 SEPTIC C v(� ♦ - . 5.f TAAIKS)-- ,� '` !,� {, eyS',;�� • - k \ � x�\ . I_, r�' 't”" _7, � �\ r —.i Nis—• _ -uds 7- I I GRATE TOP l(VLET ELL +i " ` NYr — _ GENERAT F.F. 550.94E ® 1' DIA. \ } ;+� >,.. \ \ \ OUSE' \ ? I OP 55086' \/---------------- �� ----------- -__ __ - r---iT \1 ��\Ih_� I` �\\ III \ _ `� 8 CHAT INKS \ BUMPER II i , BLOCK I �a I I I ® 1 I GRATE TOP INLET DRAIN II`I-�I+ cw, I V DIA. I �"u'' °� DRA/N ' } r (TYP) , f�M+���, .I I I I (p T�' 41I��_ (0.7�` IDE) L Z 1 TOP= 550-9' i \ ` / vfpb� Fm V. POHL No. 40828 9y 8 0 o rn E C wE t N 0 €was H LL ti 3 w Oo WE — w w a n J yy� J L N V Z 2 F V < 0: 3 J u w 4n ed e y 0, Y- ry 6 C F ° U w � ~ d o z s y a W O uj � — w F C G1 t Q Q , a ' o o ai m p DATE >> ar o +' 5126109 r DRAWN BY C. KOTARSKI • DESIGNED BY • C. KOTARSKI • CHECKED BY . F. POHL SCALE CALF r`=20' U Q 2 CL U- a p W U Z Q O c Z a ° � 8m W ZVJ V z7D z O V o L ; r—a U Q QW IN v Q F p ar W w Z v i w Jm y P J O y c U a U s oq (De o W F Z E V 2 \ ° c" / F a ° I X W o o Zow0P r s Dy Fa U oa O n T C V �+ U2 2 oW V 0 W a° J �o V � do a°E =- m m` um n' co "> J Q ° JOB NO. ° o c 27603 ° ° C VO SHEET NO. a C2.1 t 0 am O g I 1 EXISTING EDGE \. I \ ' - = _ — = I�` \ \ /�/ \ ` IN cl. — • 1 / OF GRAVEL jI ; ; / / /� \ \ OD \ — — — W' /-- -- — — W -I' -- — — — W-1- — = — -r- W— — —'— — W—!— � ;a), } / / - ` SCALE,1 •=p, . 1 _ \ k ° I PARKING LOT i x z APPROX, LOCATION I 1 i / - - - 1�' ` p - 0:� \ OF 1" PLS W/L \\ EkS TING EDGE ` I OP PAVEMENT \ P " 01 C ! Y•,,* I,1151`CPP A 1 I I ' I7)e r r V?=X44.14 \ I ;\ 8' ChAIN&NK I) rte' M \GRID FE .....N7i — _ — — — _ I _ FF'NCE , Wj — (w / wj _nj y+y — W --wd— APPROX. LOCATION`<2 J/ �qq�j � ¢ OF EX.4"FORCE MAIN BENCH/Yfr7/�K RZNFM ^ % .��+ N. 3915907.35 -n .,,. o, e., ,. ,,.,.. - _ APPROX. LOCATION E: 1148226 ..75 I w� OF EX. 4" FORCE MAIN ' KAD83 — &/oc( &f.- PHASE I EROSION CONTROL NARRATIVE: 1. A PRE -CONSTRUCTION CONFERENCE IS MANDATORY BEFORE ANY WORK IS DONE AT THE SITE. ARRANGE A\ MEETING WITH THE OWNER, ENGINEER, AND THE f COUNTY E&S INSPECTOR. FORTY-EIGHT (48) HOURS �� .—`f' ,' NOTICE IS REQUIRED. 2. INSTALL CONSTRUCTION ENTRANCE 3. INSTALL SILT FENCING, TREE PROTECTION, INLET—x t - 1 PROTECTION, SEDIMENT TRAP, DIVERSION DIKES AND x— G� / i 1` 4s \\ \ -pp xM 6, CHAINLINK SAFETY FENCE. , - _\ -' / / 16'PINE \ \ 4. PROPOSED BMP TO BE INSTALLED AS PART OF PHASE I EROSION & SEDIMENT CONTROL PLAN. j 5. LAND DISTURBANCE OUTSIDE THE PRELIMINARY LIMITS OF DISTURBANCE MAY NOT OCCUR UNTIL INSTALLATION / OF THE INITIAL EROSION & SEDIMENT CONTROL / ; J / / / ♦/ MEASURES HAS BEEN APPROVED BY THE COUNTY E&S INSPECTOR. l / (OWERGRA4E1 Lp� �BUSPARKI�G v lS Lor \ 15^ I l l t r f \ \\ ISTING 15 DECIObOUS DECIDUOUS T f + v vv vV A ls� W T'QREMAIN \ 7L tc 'CE , 1$`Q ♦ \ \ \ \ \ \ REMOVE SI(wNS CRITICAL SLOPE`S \\ \\ \\\ \\ \\ \\ \\ \I 'i�pTOM Y 'I , \\ `♦ p \ \., \♦ \JMPACT (rvPJ t$� LIMITS CLEARINGAgID - �" ` \ • \ ' I f \ \ . GRADING (4.41 ACRES . \ \ \ \ \ \ \ \ 1 \ \ � \ \ \ \ B W \ \ \ \ '� �--�y • ,.�r r dark. \ � ♦ \ \ + \ I \ \ \ACCESS T� f 1 A A V A V \ A IA ;t \ \ \\ \ 34 SEDIMENT BASI \ %� ' - ` ` \ ♦ ♦ \ ` \ \ ♦ \ DC '\ \\'\ \ j Ak r P72pTiWtE'R\ �,� \ ' \ \ 1 \ \` ♦ \ \ `lf \ } i `IS $r1 ` \ \ "'�' _ 'oar i _f�' +a`""�`"- _ _ - _ _ •n_ _ _ _ yr 'a� - - - _ _ \ _ _ _ \ \ \ ` \ \ \ \. \ ` \ ♦ \ ` \ rl 515 S � � scgP a,,.,.n n � r i "f � _ - '` `\ `\\`\ ♦\ ` \ \ `♦ ♦ EMOVL AN Y� WOODEN B :v ,<v I \ \ ` ".A r'� �,. ♦ \ \ \ \ ' // C-. - ,. ,� ./ �.', a }.<. r RUN 10A Ed f R ` > s ! / F 6R 8 EN, CONT OL / , / , ' j -' - % • �, • r - / J . / /' / / / r r �"' �, S�yyW,�^CI I r , �It�. IIu'�; *, .,; r • .F 'J Iu v � \ "jllr UNG EDGE REMOVE _ N SIGN O l AVEMENT I. / y � v ,�.p � igs�,�,T Shy.}1����� t,.�1 f �`•r � / / - - - / I , ' ' / � "� � - _ - _ _. - _' � / / �' � � � '' SAWCU �tl-ROM REMOVE EDGE OF MENT y49I•`.' .. i I- -' --. SHRUBS SAWCUTAN EMOVE IJ ASPHALT/CONCRETE r I If , Z. 1563.00' �ICONCRETE 1 ! / I J / J / > / ' / ¢ f I PARKING STOPEXISTING S I I APRON - I 1 I �•� ' ''/ '-- -- / n-- \ I I I I' 1 l 1 I 1 1 1 1 1 1 1, ' ,' / /,' r %- I I &' I I 1 ` XTCHLINE1 / — /l 1 s'l-'/ / ' --- a .,,. ,t,,. ".'/.•' i' - _ y / ,' ' / / J \ 1 \ \ \\'\ \ I I � I ' li / J / / / y L � ( _\� /,�.�'/ .'��'. .0 � \ ��''��/ __11 1 \l '\\`\ ; 1 .}:� `4'?' . ' ' • .. iSs,J; �. _ y '' °`� ' / ' ` ^� �c-� sw'a , \ •• a - C 1 1 1 1 , I \ \ \ \ \ \ \ 1p/ aa II. — •� JI ct e. ..' / ' •., w ��' ' / _, �` ♦ y �rx+ ,,,.y , 1 1 1 \ \ \ \ \ '\ \ ' \ \ J I / / �� \ ) F. \ \ I I \ I � I . 563.42' ! .`hem / ... / / .Nr - _' / / - \ \ \ • 7" 4, .. \ l I 1 1 1 \ \ \ \ \ I 1 I I i/I ! I � � � �, � , , ,, '�:,•.. "ryq • .r v .. , / - ' \ . tY -_ v.,, \' -- - _ ' ' ` ' I ` 1 ` \ ` ' ' 1 t I ' I ' I 1 I / �'J / r �- ,,,_ yl , _. y � J ,,.,' , � .' i _ EXISTING WE BUILDING 4 . •' FORD 1 + I i' I'` 4''Aft 1 1 I I I I r I T O REMAIN w _ I 4 I 1 ! r _ s 0 'I����`�":r 4ya X �� ,�� ✓e. �.,>r.,, ,-a��r ^. ! I I I 1 I I I 1 f I_� �, I / 2 � I I / r � " I I REMOVE "EMPLOYEE OF i J� GENERA THE MONTH" SIGN I PE R DFORD 1 i J "\' P'T'A i jsf)'-, c_ :. •"+'-,�.. jrv• 'yw ';a+` ` \` ` 'c� I I I I I i I I ' I \ c5 I I " I 11-.. I \" P WATER f v F ?:;.i - a+ I= "• a' __ 1 I _ 1 1 1 \ 1 I I 1 ,� 'EXISTING AGE I I O -.�., `��� +i"' i+' �,+... >z 4, � ♦ � +`: - x"">'.. ' ,' , I I I \ 1 d 1 1 1 I I I I I OF PAVEMENT / I + .:��, ,' / - a� Via„ �, _ ,. •' .. '� ♦ •" '•o -r >wn I I I S(GAL 1(-3�' 1 \ Z1 - - �v. �R* ` k, u•;: ' ' 1 I 2 -- 1 �•. ,e `1� ��b .; � D\ IE 3E �'�i —�E = iE 3E7—� /'- - -r�— �— f .� x I ��� � \ \ ,,,�' I ' i ` �' . f.�� � � I � 1 �� 't 1 �� ` 1 11 I I ' I ' ' I � I i � � �� - f /� I I r.. .• # : ��,,: � ._ - . -: J--- ---- ---- --- --`-.' / _- r _...'� x \ o / C O G R EO W _ N E O \- ~ = .0 a 3 Nti z W u a u a y N W yrA \ I goO Q I 1�Ii VIN Ir INm xuvO^ c m N w rnv 1 I J Ir � N m W JI '...� O a' f R ` > s ! / F 6R 8 EN, CONT OL / , / , ' j -' - % • �, • r - / J . / /' / / / r r �"' �, S�yyW,�^CI I r , �It�. IIu'�; *, .,; r • .F 'J Iu v � \ "jllr UNG EDGE REMOVE _ N SIGN O l AVEMENT I. / y � v ,�.p � igs�,�,T Shy.}1����� t,.�1 f �`•r � / / - - - / I , ' ' / � "� � - _ - _ _. - _' � / / �' � � � '' SAWCU �tl-ROM REMOVE EDGE OF MENT y49I•`.' .. i I- -' --. SHRUBS SAWCUTAN EMOVE IJ ASPHALT/CONCRETE r I If , Z. 1563.00' �ICONCRETE 1 ! / I J / J / > / ' / ¢ f I PARKING STOPEXISTING S I I APRON - I 1 I �•� ' ''/ '-- -- / n-- \ I I I I' 1 l 1 I 1 1 1 1 1 1 1, ' ,' / /,' r %- I I &' I I 1 ` XTCHLINE1 / — /l 1 s'l-'/ / ' --- a .,,. ,t,,. ".'/.•' i' - _ y / ,' ' / / J \ 1 \ \ \\'\ \ I I � I ' li / J / / / y L � ( _\� /,�.�'/ .'��'. .0 � \ ��''��/ __11 1 \l '\\`\ ; 1 .}:� `4'?' . ' ' • .. iSs,J; �. _ y '' °`� ' / ' ` ^� �c-� sw'a , \ •• a - C 1 1 1 1 , I \ \ \ \ \ \ \ 1p/ aa II. — •� JI ct e. ..' / ' •., w ��' ' / _, �` ♦ y �rx+ ,,,.y , 1 1 1 \ \ \ \ \ '\ \ ' \ \ J I / / �� \ ) F. \ \ I I \ I � I . 563.42' ! .`hem / ... / / .Nr - _' / / - \ \ \ • 7" 4, .. \ l I 1 1 1 \ \ \ \ \ I 1 I I i/I ! I � � � �, � , , ,, '�:,•.. "ryq • .r v .. , / - ' \ . tY -_ v.,, \' -- - _ ' ' ` ' I ` 1 ` \ ` ' ' 1 t I ' I ' I 1 I / �'J / r �- ,,,_ yl , _. y � J ,,.,' , � .' i _ EXISTING WE BUILDING 4 . •' FORD 1 + I i' I'` 4''Aft 1 1 I I I I r I T O REMAIN w _ I 4 I 1 ! r _ s 0 'I����`�":r 4ya X �� ,�� ✓e. �.,>r.,, ,-a��r ^. ! I I I 1 I I I 1 f I_� �, I / 2 � I I / r � " I I REMOVE "EMPLOYEE OF i J� GENERA THE MONTH" SIGN I PE R DFORD 1 i J "\' P'T'A i jsf)'-, c_ :. •"+'-,�.. jrv• 'yw ';a+` ` \` ` 'c� I I I I I i I I ' I \ c5 I I " I 11-.. I \" P WATER f v F ?:;.i - a+ I= "• a' __ 1 I _ 1 1 1 \ 1 I I 1 ,� 'EXISTING AGE I I O -.�., `��� +i"' i+' �,+... >z 4, � ♦ � +`: - x"">'.. ' ,' , I I I \ 1 d 1 1 1 I I I I I OF PAVEMENT / I + .:��, ,' / - a� Via„ �, _ ,. •' .. '� ♦ •" '•o -r >wn I I I S(GAL 1(-3�' 1 \ Z1 - - �v. �R* ` k, u•;: ' ' 1 I 2 -- 1 �•. ,e `1� ��b .; � D\ IE 3E �'�i —�E = iE 3E7—� /'- - -r�— �— f .� x I ��� � \ \ ,,,�' I ' i ` �' . f.�� � � I � 1 �� 't 1 �� ` 1 11 I I ' I ' ' I � I i � � �� - f /� I I r.. .• # : ��,,: � ._ - . -: J--- ---- ---- --- --`-.' / _- r _...'� x lu) 5/16/09 W O = C r y > CL W = O a qy a -y o N � DATE 0 o N C. KOTARSKI 10' CN, x FEPJC • DESIGNED BY r1i� • C. KOTARSKI •CHECKED BY • F. POLL SCALE I"=30' I"1 z U g �a J vx0 LL 0 Lu a 6 o � c F U Z �- OZ O Z as nc Hzw.o 2 mm Zoe=°a 1_4UQ % x c m _J 'V'^I yr Q V/ m« Lu w J m z m rn Q O ay U I I.A ~ 0 0 _ D:O E u LLI U) o 0 LU00 Z �~ �\ � LUi e O iP z.,Q=� Fy u66 = oa O 66 r� o U �? W Z u� J O Fy V m « ,E me I �./w Lu m a W Q � o v J - m Q a c m 0 m o m JOB NO.y o 27603 m m o m �j &6-1 SHEET NO. n n v7�c1 2.2 Irc o lu) 5/16/09 C. KOTARSKI 10' CN, x FEPJC • DESIGNED BY r1i� • C. KOTARSKI •CHECKED BY • F. POLL SCALE I"=30' I"1 z U g �a J vx0 LL 0 Lu a 6 o � c F U Z �- OZ O Z as nc Hzw.o 2 mm Zoe=°a 1_4UQ % x c m _J 'V'^I yr Q V/ m« Lu w J m z m rn Q O ay U I I.A ~ 0 0 _ D:O E u LLI U) o 0 LU00 Z �~ �\ � LUi e O iP z.,Q=� Fy u66 = oa O 66 r� o U �? W Z u� J O Fy V m « ,E me I �./w Lu m a W Q � o v J - m Q a c m 0 m o m JOB NO.y o 27603 m m o m �j &6-1 SHEET NO. n n v7�c1 2.2 Irc o p b k F .y µms. ]";� P ��� iEt .r,.. Y.., 7:' / / / „?,.,.u•, .. :-"=4°'k�A'E =+9r"�`a � `,+'tn"s'.� / / 8' CHAINL INK - FENCE ----- I 1 I I I x S wviv x + \ \ 0 i I I I I I i I x A, y 1 3 l ° a E � 8' CHAINL INK - FENCE ----- I 1 I I 'e Y - 0 WlC , I RN / �� _ a� *+&,' / .�,�.. -t;r✓f xis y.�.q(;f _ - �L,`. F� ,' i REMOVE (EXISTING i ;' ; 1 CONCRETE BUMPER BLOCKSAEPLACE ++� AFTER P/AI VING IS � COMPLETED \ \ EROSION CONTROL LEGEND SFX X SILT FENCE 3.05 TP TP— TEMPORARY TREE 3.38-2 PROTECTION CE CONSTRUCTION ENTRANCE 3.02 IP ® INLET PROTECTION 3.07 DD —� DIVERSION DIKE 3.09 Clp ® CULVERT INLET PROTECTION 3.08 DC DUST CONTROL 3.39 TS TEMPORARY SEEDING 3.31 pg PERMANENT SEEDING 3.32 * 'VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER PHASE I EROSION CONTROL NARRATIVE: 1. A PRE -CONSTRUCTION CONFERENCE IS MANDATORY BEFORE ANY WORK IS DONE AT THE SITE. ARRANGE A MEETING WITH THE OWNER, ENGINEER, AND THE COUNTY E&S INSPECTOR. FORTY-EIGHT (48) HOURS NOTICE IS REQUIRED. 2. INSTALL CONSTRUCTION ENTRANCE 3. INSTALL SILT FENCING, TREE PROTECTION, INLET PROTECTION, SEDIMENT TRAP, DIVERSION DIKES AND CHAINLINK SAFETY FENCE. 4. PROPOSED BMP TO BE INSTALLED AS PART OF PHASE I EROSION & SEDIMENT CONTROL PLAN. 5. LAND DISTURBANCE OUTSIDE THE PRELIMINARY LIMITS OF DISTURBANCE MAY NOT OCCUR UNTIL INSTALLATION OF THE INITIAL EROSION & SEDIMENT CONTROL MEASURES HAS BEEN APPROVED BY THE COUNTY E&S INSPECTOR. �/'""I I= V. POHL k 4W ,qj1jd1 I x P I 0 i I I I I I i I x A, y 1 3 l ° a E � 'e Y - 0 WlC , I RN / �� _ a� *+&,' / .�,�.. -t;r✓f xis y.�.q(;f _ - �L,`. F� ,' i REMOVE (EXISTING i ;' ; 1 CONCRETE BUMPER BLOCKSAEPLACE ++� AFTER P/AI VING IS � COMPLETED \ \ EROSION CONTROL LEGEND SFX X SILT FENCE 3.05 TP TP— TEMPORARY TREE 3.38-2 PROTECTION CE CONSTRUCTION ENTRANCE 3.02 IP ® INLET PROTECTION 3.07 DD —� DIVERSION DIKE 3.09 Clp ® CULVERT INLET PROTECTION 3.08 DC DUST CONTROL 3.39 TS TEMPORARY SEEDING 3.31 pg PERMANENT SEEDING 3.32 * 'VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER PHASE I EROSION CONTROL NARRATIVE: 1. A PRE -CONSTRUCTION CONFERENCE IS MANDATORY BEFORE ANY WORK IS DONE AT THE SITE. ARRANGE A MEETING WITH THE OWNER, ENGINEER, AND THE COUNTY E&S INSPECTOR. FORTY-EIGHT (48) HOURS NOTICE IS REQUIRED. 2. INSTALL CONSTRUCTION ENTRANCE 3. INSTALL SILT FENCING, TREE PROTECTION, INLET PROTECTION, SEDIMENT TRAP, DIVERSION DIKES AND CHAINLINK SAFETY FENCE. 4. PROPOSED BMP TO BE INSTALLED AS PART OF PHASE I EROSION & SEDIMENT CONTROL PLAN. 5. LAND DISTURBANCE OUTSIDE THE PRELIMINARY LIMITS OF DISTURBANCE MAY NOT OCCUR UNTIL INSTALLATION OF THE INITIAL EROSION & SEDIMENT CONTROL MEASURES HAS BEEN APPROVED BY THE COUNTY E&S INSPECTOR. �/'""I I= V. POHL k 4W ,qj1jd1 REFER TO PAVEMENT NOTES & \ '06 o a N DETAILS ON SHEET C1.2 FOFR �+ \ i 1 I \ \ \\) Z � o REMOVAL OF EXISTING - - - - - _ V �`� �« *s V A \ o 0 I - Nw. '�.., I I + + + \ \ \ in Q DATE CV PAVEMENT & GRAVEL - - - _ .. \ \ ; \ \ > 5/26/09 DRAWN BY n aj C. KOTARSKI EXISTING EDGE - ' \\s; ` \ \ DESIGNED BY OF PA VEMENT \ s �� \+ ` A A vv +v j 1 / � SAWCUT EXISTING 1 I PAVEMENT - \ l \ \ ++ \ ' • CHECKED BY ' 1 I ' - � , \ '� � ' � \ + \ + ` F. POHL V \\ `\ \\ + V A '4 SCALE =20' IN All iPP VL�i v I REMOVE SIGN$( AND REPLACE (�' ` �V' 1 ' I ' ' v �+ _ i l I --P Z ,,• \ \ n + VIVIr LG 1 GLJ r ., \ CL g T3 �� 1 h4+kt's1�' \ a.q (OD 11 F,- ..\. \ S 1 O ANHOLES 2 SEPTd� l \-s BUS WASHt;1 +x-"� k> -_ r J r T1s}tea" / BUILDING /LL /1 A I� �/ o IAB — Il REMAIN'S ^ / \ 1 1 I I I I \ , ;: W F ELL v V Z ms o I 11 ® GRATE TOP INLET/1/ 1 I N TE: ONATRA S v I= Z O ' t EXISTI �a �2UCTUfE \ i _ _ — -------------- 0- - - \\ H ` l\ DUSE" / ; Q U o I 1 r I I1 III I III s 'w ° ,. TO BE /�.86' \ n_ 1— — --- n * RLQ \ \ /' / w > F— o ° 1 „ BY --OWNER 1 \\ T '�8'E)HAI ;xK / Z w \ / / I 1 In— FENCE ,i + 1 r... N / REMOVE XI G I GRATE TOP'INLET I DRAIN — — — J'�; _ _ - - \G [IONS T . \ \ 1 o' 0 ; x S�l ° CONCRET BUMPEf��KS (01 DRAIN T \ / Q w = AND REPLACE AFT�� 191�.9�' I V� i filIGIDE) \ ¢ U) . TS�;O�APLEDI ii K \ 66 as it `t REMOVE EXISTING \ ' • \ W w o s REFER TO PAVEMENT NOTES;& I Iu ,III ---- J °�° z n kap — u 1 /PE WATERLINE a Y DETAILS ON SHEET C1.2 FOR; I (u 0"A U ° REMOVAL OF EXISTING Iii 1 \ \ G 1 v /PAVEMENT & GRAVED I lu --_-` _ ; ; !Awcill @11 f EXISTII�G�/'T \ _ _ e 2 W I/ PAVEMENT \ 4 °D In W 'o Lu APPRG)X. LOCATION ? SAWCUT &REMOVE _ _ 1� -, d \toy \\ ao� Z z o Q 00 (SAWCUT XISTING, OFEX. 1"PE#W/L I EXISTING PAVEMENT ' ® REMOVE, EXISTING-, u 2 PAVEMENT `� I I 7 e LINE TO METER- , \ O a = `s �--E/KISTING EDGE `� P\ � I , , , �- -� ,' � \ / O � � �� \ . OF PAVEMENT I I + l — ' C �/ '� G \ . - - - 6' L-EYLAND \ (� a 2 C'@KESS \\ \ W Z ;o / all -- = I- ij % / NK \\ \ \ of a — —.— — / a \ ,---- F¢'N W Ll 0. E ' - - - �r�s:r .a �+Ni, :.. "_ _.Wd __ - � —Wd -- � - _ .__ INd" , \ 1 , - _ ' - / - -'/ / I --•-� �Y . M1 \. ` � � ' i APPROX LOCATION _ w — A -� _ - .i- / / .- _ / "\ \ \ \ ` T c m OF EX 4"FORCE MAIN wi.� T—� I l `� \ "�`o BENCHMARK N: 3.915907.35 ----- �� `r\ JOB NO. �- _ ° APPROX. LOCATION X E: 11482261.75 - - - `� 27603 a "s OF EX. 4" FORCE MAIN " - ' ' SHEET NO. a e N(AD83--- mt�a 6 C2.3 T 8 0 C O ° a E � ry E V LL - 4 j w m m ui Z J L V v K 30W uia � N n S m b V L ti" Z O Z cin m C N W � H E w ~ 16 min C O v u � O W x � W C F � o REFER TO PAVEMENT NOTES & \ '06 o a N DETAILS ON SHEET C1.2 FOFR �+ \ i 1 I \ \ \\) Z � o REMOVAL OF EXISTING - - - - - _ V �`� �« *s V A \ o 0 I - Nw. '�.., I I + + + \ \ \ in Q DATE CV PAVEMENT & GRAVEL - - - _ .. \ \ ; \ \ > 5/26/09 DRAWN BY n aj C. KOTARSKI EXISTING EDGE - ' \\s; ` \ \ DESIGNED BY OF PA VEMENT \ s �� \+ ` A A vv +v j 1 / � SAWCUT EXISTING 1 I PAVEMENT - \ l \ \ ++ \ ' • CHECKED BY ' 1 I ' - � , \ '� � ' � \ + \ + ` F. POHL V \\ `\ \\ + V A '4 SCALE =20' IN All iPP VL�i v I REMOVE SIGN$( AND REPLACE (�' ` �V' 1 ' I ' ' v �+ _ i l I --P Z ,,• \ \ n + VIVIr LG 1 GLJ r ., \ CL g T3 �� 1 h4+kt's1�' \ a.q (OD 11 F,- ..\. \ S 1 O ANHOLES 2 SEPTd� l \-s BUS WASHt;1 +x-"� k> -_ r J r T1s}tea" / BUILDING /LL /1 A I� �/ o IAB — Il REMAIN'S ^ / \ 1 1 I I I I \ , ;: W F ELL v V Z ms o I 11 ® GRATE TOP INLET/1/ 1 I N TE: ONATRA S v I= Z O ' t EXISTI �a �2UCTUfE \ i _ _ — -------------- 0- - - \\ H ` l\ DUSE" / ; Q U o I 1 r I I1 III I III s 'w ° ,. TO BE /�.86' \ n_ 1— — --- n * RLQ \ \ /' / w > F— o ° 1 „ BY --OWNER 1 \\ T '�8'E)HAI ;xK / Z w \ / / I 1 In— FENCE ,i + 1 r... N / REMOVE XI G I GRATE TOP'INLET I DRAIN — — — J'�; _ _ - - \G [IONS T . \ \ 1 o' 0 ; x S�l ° CONCRET BUMPEf��KS (01 DRAIN T \ / Q w = AND REPLACE AFT�� 191�.9�' I V� i filIGIDE) \ ¢ U) . TS�;O�APLEDI ii K \ 66 as it `t REMOVE EXISTING \ ' • \ W w o s REFER TO PAVEMENT NOTES;& I Iu ,III ---- J °�° z n kap — u 1 /PE WATERLINE a Y DETAILS ON SHEET C1.2 FOR; I (u 0"A U ° REMOVAL OF EXISTING Iii 1 \ \ G 1 v /PAVEMENT & GRAVED I lu --_-` _ ; ; !Awcill @11 f EXISTII�G�/'T \ _ _ e 2 W I/ PAVEMENT \ 4 °D In W 'o Lu APPRG)X. LOCATION ? SAWCUT &REMOVE _ _ 1� -, d \toy \\ ao� Z z o Q 00 (SAWCUT XISTING, OFEX. 1"PE#W/L I EXISTING PAVEMENT ' ® REMOVE, EXISTING-, u 2 PAVEMENT `� I I 7 e LINE TO METER- , \ O a = `s �--E/KISTING EDGE `� P\ � I , , , �- -� ,' � \ / O � � �� \ . OF PAVEMENT I I + l — ' C �/ '� G \ . - - - 6' L-EYLAND \ (� a 2 C'@KESS \\ \ W Z ;o / all -- = I- ij % / NK \\ \ \ of a — —.— — / a \ ,---- F¢'N W Ll 0. E ' - - - �r�s:r .a �+Ni, :.. "_ _.Wd __ - � —Wd -- � - _ .__ INd" , \ 1 , - _ ' - / - -'/ / I --•-� �Y . M1 \. ` � � ' i APPROX LOCATION _ w — A -� _ - .i- / / .- _ / "\ \ \ \ ` T c m OF EX 4"FORCE MAIN wi.� T—� I l `� \ "�`o BENCHMARK N: 3.915907.35 ----- �� `r\ JOB NO. �- _ ° APPROX. LOCATION X E: 11482261.75 - - - `� 27603 a "s OF EX. 4" FORCE MAIN " - ' ' SHEET NO. a e N(AD83--- mt�a 6 C2.3 T EROSION CONTROL LEGEND SF —X— SILT FENCE 3.05 TP TP— TEMPORARY TREE 3.38-2 PROTECTION CE CONSTRUCTION ENTRANCE 3.02 IP ® INLET PROTECTION 3.07 DD DIVERSION DIKE 3.09 CIP CULVERT INLET PROTECTION 3.08 DC DUST CONTROL 3.39 TS TEMPORARY SEEDING 3.31 pS PERMANENT SEEDING 3.32 . "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER CRITICAL SLOPE IMPACTS PHASE II EROSION CONTROL NARRATIVE: 1. COMPLETE SITE WORK INCLUDING UTILITIES, CURB & GUTTER, CONCRETE PAVEMENT, AND ASPHALT PAVEMENT. 2. IN ALL DISTURBED AREAS, ESTABLISH FINAL GRADES WITH PLACEMENT OF TOPSOIL. PERMANENTLY SEED ALL OF DISTURBED AREAS 3. NO EROSION AND SEDIMENT CONTROL MEASURES CAN BE REMOVED WITHOUT APPROVAL OF THE ENVIRONMENTAL INSPECTOR FOR THE PROJECT. REMOVE ALL TEMPORARY MEASURES IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (1992). 4. PERMANENTLY SEED ALL AREAS DISTURBED BY THE REMOVAL OF TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES. /// / // // // !/ ✓ fl f, II i 1&"P/NFA\ LOWER GR4$FL , 11 Il / JgUS PARKI�G LOT I \ '\ LI(GHT'POLE _- i LIMITS O CLEARING MD GRADING (4.41 ACRES) _ .. ... . e \,ACCESS T` �j\1 :t SEDIMENT BASI • \ , ^: � . .. .... ... ��: � .w:'.:.. � � � / a \ L \ `\`------ — 4T9,R PlWiUION\ OR0010 01N hNI t" _ 'n•.re ^gym 'h',. . � l` 3, S.-� / \ ` ,�\ �� t \ \'�,.,..,. \ � 1 )��„.... n k \ \``\\ \ wy�,l �y )Y r�r' �� � \ ' - _ - _ _ _ - ` V U� \ c \ I I ::1.::•!.'�-.�''::e \ � i I 1 _ ' \ \ ` � \ \ \ ,- \ I �.�. k'�;lal,��i^'�'�'x��"(tt', .. 540 � [OJ \ •...,. M \ - `\ ,. �. 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KOTARSKI • CHECKED BY • F.POHL SCALE 1"=30' CL U °a Q O m � LL. z uN a� W g °� cf U o. OZ OJ : Q o m Q V I- O Z 6 , m I- LLS }}Z Z O ZoVtm n H U � � o Qw m c O� Z V v G a 0 Q Lu W _ULuy a ss V/ o E 66 LU 4 z c a ° c6 IHO-- �0 'o ° Z � W0 OV � O Z ° Y F� U LLI o c O O U Lu o 2 LU Ln tl Q J = '0 U X tl ' d SE m m ° c I LU oa M E W 'n u c ° B `u °m m ]OB NO. ° v so c L 2760.5 N C° SHEET NO. a t� 07/30/e4 64— C2.4 3 r �o ' � / 11 l .{���2y5 �/ /'/ / � �• e r�}�f Ede. .� :: i �' � ��a•. s'k�r. ,»:� �� �' i x 4' ��'��' s T � r "x ° ; ty , i / �'.j^' '�',,.Fi'e.'7k�,�S,++� • ' ��- f^ ,e. a � ' ° -v ..�. /x ,(/ ' - ._ -- _ \ \ ;kyr ,�.�� � 5•��`�j, �yy„� � •� 1 / \ PP \ MOM 0 EROSION CONTROL LEGEND SF �X X SILT FENCE 3.05 TP TP-- TEMPORARY TREE 3.38-2 PROTECTION CE CONSTRUCTION ENTRANCE 3.02 IP ® INLET PROTECTION 3.07 DD �— DIVERSION DIKE 3.09 Clp CULVERT INLET PROTECTION 3.08 DC DUST CONTROL 3.39 TS TEMPORARY SEEDING 3.31 pg PERMANENT SEEDING 3.32 "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER PHASE II EROSION CONTROL NARRATIVE: 1. COMPLETE SITE WORK INCLUDING UTILITIES, CURB & GUTTER, CONCRETE PAVEMENT, AND ASPHALT PAVEMENT. 2. IN ALL DISTURBED AREAS, ESTABLISH FINAL GRADES WITH PLACEMENT OF TOPSOIL. PERMANENTLY SEED ALL OF DISTURBED AREAS 3. NO EROSION AND SEDIMENT CONTROL MEASURES CAN BE REMOVED WITHOUT APPROVAL OF THE ENVIRONMENTAL INSPECTOR FOR THE PROJECT. REMOVE ALL TEMPORARY MEASURES IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (1992). 4. PERMANENTLY SEED ALL AREAS DISTURBED BY THE REMOVAL OF TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES. pp� \ EXISTING EDGE \ \ M \ OF PAVEMENT I / �\♦ F� � } ,'` ?Fig x "m V. POHL k 40828 I IIII s _o c Q w a E i <1~L d 3 O LL — — W O > ti Q j m i o 6 y L N n'iAn tv :f�-i1I Sow N J U LL W m 0 U N NZ xu c 0 w F nv c N F ary H ' FO w 1O z c U .O a N n O d W U W F c d W a F , s O ¢ ry a d o o d 4Q DATE > y 5/26/09 o DRAWN BY C. KOTARSKI • DESIGNED BY • C. KOTARSKI • CHECKED BY • F. POHL SCALE CALF • 1"=20' \ kfx.n 4 MANHOLES (2 SEPT l� l�V _ _ - - _ _ _ - - V ;° -' _ - z:+ 42 20 Lu GRATE TOP l(VLEPI / — -1 11 II I I I 1 %t \ ELL U d t o ., F.F. 550.94f I I ' DIA. \` \ i / ` - l , - \ OUSE z J o --- O H550.861 ------------ - - - - - - - - - - - S LL Ti 550.86 \—-- / o € : - In------------------------- z Lu 2 0 m - O u I GRATE TOPI'INLET- DRAIN iii 1— — — — Ipil ------ "'� \ ` \ ,' zIll. 4 0 U I I 11 'DIA. I (0-T �u11� II ( DRAIN ; w, \ \ Q I o s 1 -- 1 TOP= 550.94' 1 i i riliiii ((0 7/WIDEi \ ,' , C a W ' ""f --T i III I \ni' / \ ` / / G g $L I L _... J IIJI+ / ----� \ \\ / /' J m Q nc ^cTi l i W c m ,,?,A MJ LUN o m - .• - - �, ,fie,, . _ i 1 I EkS TING EDGE , Of PAVEMENT IA i pMv ,X SS11014 aa�+.,y+'y„'`4 Aj4L•n Mr —,v— �Yid-- _ / _ �Wd` / / / EROSION CONTROL LEGEND SF �X X SILT FENCE 3.05 TP TP-- TEMPORARY TREE 3.38-2 PROTECTION CE CONSTRUCTION ENTRANCE 3.02 IP ® INLET PROTECTION 3.07 DD �— DIVERSION DIKE 3.09 Clp CULVERT INLET PROTECTION 3.08 DC DUST CONTROL 3.39 TS TEMPORARY SEEDING 3.31 pg PERMANENT SEEDING 3.32 "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER PHASE II EROSION CONTROL NARRATIVE: 1. COMPLETE SITE WORK INCLUDING UTILITIES, CURB & GUTTER, CONCRETE PAVEMENT, AND ASPHALT PAVEMENT. 2. IN ALL DISTURBED AREAS, ESTABLISH FINAL GRADES WITH PLACEMENT OF TOPSOIL. PERMANENTLY SEED ALL OF DISTURBED AREAS 3. NO EROSION AND SEDIMENT CONTROL MEASURES CAN BE REMOVED WITHOUT APPROVAL OF THE ENVIRONMENTAL INSPECTOR FOR THE PROJECT. REMOVE ALL TEMPORARY MEASURES IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (1992). 4. PERMANENTLY SEED ALL AREAS DISTURBED BY THE REMOVAL OF TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES. pp� \ EXISTING EDGE \ \ M \ OF PAVEMENT I / �\♦ F� � } ,'` ?Fig x "m V. POHL k 40828 I IIII s _o c Q w a E i <1~L d 3 O LL — — W O > ti Q j m i o 6 y L N n'iAn tv :f�-i1I Sow N J U LL W m 0 U N NZ xu c 0 w F nv c N F ary H ' FO w 1O z c U .O a N n O d W U W F c d W a F , s O ¢ ry a d o o d 4Q DATE > y 5/26/09 o DRAWN BY C. KOTARSKI • DESIGNED BY • C. KOTARSKI • CHECKED BY • F. POHL SCALE CALF • 1"=20' \ kfx.n 4 MANHOLES (2 SEPT l� l�V _ _ - - _ _ _ - - V ;° -' _ - z:+ 42 20 Lu GRATE TOP l(VLEPI / — -1 11 II I I I 1 %t \ ELL U d t o ., F.F. 550.94f I I ' DIA. \` \ i / ` - l , - \ OUSE z J o --- O H550.861 ------------ - - - - - - - - - - - S LL Ti 550.86 \—-- / o € : - In------------------------- z Lu 2 0 m - O u I GRATE TOPI'INLET- DRAIN iii 1— — — — Ipil ------ "'� \ ` \ ,' zIll. 4 0 U I I 11 'DIA. I (0-T �u11� II ( DRAIN ; w, \ \ Q I o s 1 -- 1 TOP= 550.94' 1 i i riliiii ((0 7/WIDEi \ ,' , C a W ' ""f --T i III I \ni' / \ ` / / G g $L I L _... J IIJI+ / ----� \ \\ / /' J m Q nc ^cTi l i W c m ,,?,A MJ LUN o m SCACE,7"=20' 1 (� _ z �9 I / \\ he F9 I \ ` v W 'oa Oo W N pg ui - _ '. .O "/ �.' _ —._`� __ -_ __ _._. TO �__ _- _. _ � \ \ \�,y \ \ ` \ \ � x n /JIM JOB NO.p r 27603 cc \ o SHEET NO. o a - - I I EkS TING EDGE , Of PAVEMENT IA i pMv ,X SS11014 aa�+.,y+'y„'`4 Aj4L•n Mr —,v— �Yid-- _ _ �Wd` SCACE,7"=20' 1 (� _ z �9 I / \\ he F9 I \ ` v W 'oa Oo W N pg ui - _ '. .O "/ �.' _ —._`� __ -_ __ _._. TO �__ _- _. _ � \ \ \�,y \ \ ` \ \ � x n /JIM JOB NO.p r 27603 cc \ o SHEET NO. o a - - EROSION AND SEDIMENT CONTROL NARRATIVE PROJECT DESCRIPTION THIS PROJECT INCLUDES THE ADDITION OF A BAY TO THE VEHICLE MAINTENANCE FACILITY, ADDITIONAL PARKING, AND ASPHALT PAVING OF A GRAVEL PARKING LOT. THIS PROJECT DISTURBS 4.51 ACRES. EXISTING SITE CONDITIONS CURRENTLY, THE SITE CONTAINS THE VEHICLE MAINTENANCE FACILITY FOR ALBEMARLE COUNTY. THE SITE SERVICES MOST COUNTY VEHICLES, INCLUDING BUSES AND POLICE VEHICLES. THE NORTHERN END OF THE SITE INCLUDES BUS PARKING AND STORAGE. ADJACENT PROPERTY THIS SOUTH SIDE OF THIS SITE IS ALBEMARLE HIGH SCHOOL. THE WESTERN SIDE CONNECTS TO A COUNTY VEHICLE FUEL STATION AND WASH STATION. BEYOND THE FUEL AND WASH STATIONS TO THE WEST IS A PRACTICE FIELD FOR THE HIGH SCHOOL. RESIDENTIAL AREAS ARE LOCATED TO THE NORTH AND EAST OF THE PROJECT. 2B CULPEPER FINE SANDY LOAM, 2 TO 7 PERCENT SLOPES. THIS SOIL CONSISTS OF VERY DEEP, WELL DRAINED SOILS ON THE FOOTHILLS OF THE BLUE RIDGE MOUNTAINS IN THE NORTHERN PIEDMONT MAJOR LAND RESOURCE AREA. THIS SOIL IS FORMED IN ARKOSIC METASANDSTONES, META-ARKOSE AND METAGRAYWACKE AND ARE ON SUMMITS, SHOULDERS AND BACKSLOPES OF RIDGES IN THE FOOTHILLS OF THE BLUE RIDGE MOUNTAINS. 21C-CULPEPER FINE SANDY LOAM, 7 TO 15 PERCENT SLOPES. THIS SOIL CONSISTS OF VERY DEEP, WELL DRAINED SOILS ON THE FOOTHILLS OF THE BLUE RIDGE MOUNTAINS IN THE NORTHERN PIEDMONT MAJOR LAND RESOURCE AREA. THIS SOIL IS FORMED IN ARKOSIC METASANDSTONES, META-ARKOSE AND METAGRAYWACKE AND ARE ON SUMMITS, SHOULDERS AND BACKSLOPES OF RIDGES IN THE FOOTHILLS OF THE BLUE RIDGE MOUNTAINS. 34C-GLENELG LOAM, 7 TO 15 PERCENT SLOPES. THIS SOIL CONSISTS OF VERY DEEP, WELL DRAINED SOILS FORMED IN RESIDUUM WEATHERED FROM MICACEOUS SCHIST ON UPLANDS OF THE BLUE RIDGE AND THE NORTHERN PIEDMONT. SATURATED HYDRAULIC CONDUCTIVITY IS MODERATELY HIGH IN THE SUBSOIL AND MODERATELY HIGH TO HIGH IN THE SUBSTREAM. RUNOFF CLASS RANGES FROM LOW ON LEVEL SLOPES TO VERY HIGH ON STEEP OR VERY STEEP SLOPES. 47D-LOUISBURG SANDY LOAM, 15 TO 25 PERCENT SLOPES THIS SOIL IS VERY DEEP, WELL DRAINED, RAPIDLY PERMEABLE SOILS THAT FORMED IN MATERIAL WEATHERED FROM FELSIC IGNEOUS AND METAMORPHIC ROCK, PRIMARILY GRANITE AND GRANITE GNEISS. THIS SOIL IS ON SUMMITS AND SIDE SLOPES OF THE PIEDMONT UPLANDS. RUNOFF IS MEDIUM TO RAPID. PERMEABILITY IS MODERATELY RAPID. 88-UDORTHENTS, LOAMY. THIS SOIL IS IN AREAS OF CUT AND FILL WHERE SOIL MATERIAL HAS BEEN REMOVED, THE MATERIAL IS TYPICALLY SIMILAR IN THE SUBSOIL OR SUBSTRATUM OF ADJACENT SOILS. WATER CAPACITY IS VARIABLE BUT IT IS DOMINANTLY LOW OR VERY LOW IN THE ROOT ZONE. PERMEABILITY IS GENERALLY SLOW. THE SOIL IS FIRM AND DENSE. TILTH IS POOR. EROSION IS A SEVERE HAZARD IN AREAS WHERE THE SURFACE IS BARE, SUITABLE PLANT COVER IS NEEDED TO CONTROL EROSION. 94C-WEDOWEE SANDY LOAM, 7 TO 15 PERCENT SLOPES THIS SOIL IS VERY DEEP, WELL DRAINED, MODERATELY PERMEABLE SOILS THAT FORMED IN RESIDUUM WEATHERED FROM FELSIC IGNEOUS AND METAMORPHIC ROCKS OF THE PIEDMONT UPLANDS. THESE SOILS ARE ON NARROW RIDGES AND ON SIDE SLOPES OF UPLANDS. PERMEABILITY IS MODERATE. RUNOFF IS MEDIUM TO RAPID AND INTERNAL DRAINAGE IS MEDIUM. CRITICAL EROSION AREAS THERE ARE ON-SITE WETLANDS THAT MUST BE CONSIDERED THROUGHOUT THIS PROJECT. DIVERSION DIKES, AS WELL AS ADDITIONAL TREATMENT BY SILT FENCE WILL BE USED TO ENSURE THESE WETLANDS ARE NOT DISTURBED NEGATIVELY. OFF-SITE AREAS NO OFF-SITE AREAS WILL BE DISTURBED DURING THIS PROJECT. STORMWATER MANAGEMENT CONFORMANCE NARRATIVE THE SITE IMPERVIOUS AREA IS BEING INCREASED DUE TO PARKING ADDITION AND PAVING OF EXISTING GRAVEL PARKING AREAS. STORMWATER IS BEING TREATED AND ROUTED THROUGH A RETENTION BASIN WITH A MULTISTAGE RISER, WHICH RESTRICTS THE FLOW RATE TO A PRE -DEVELOPED, FORESTED CONDITION. THE BASIN IS SIZED TO ACCOMMODATE ONE ADDITIONAL ACRE OF IMPERVIOUS AREA FOR THE FACILITY'S FUTURE EXPANSION. EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE CURRENT ADDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. THE MINIMUM STANDARDS OF THE VESCH SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE BY LOCAL AUTHORITIES HAVING JURISDICTION. PHASE I 1. A PRE -CONSTRUCTION MEETING IS REQUIRED WITH ALBEMARLE COUNTY EROSION CONTROL INSPECTOR, CONTRACTOR, OWNER, AND ENGINEER. THIS MEETING SHALL TAKE PLACE ON-SITE. CLEARING LIMITS MUST BE FLAGGED PRIOR TO THE MEETING WITH ONE (1) WEEK OF NOTICE, 2. INSTALL CONSTRUCTION ENTRANCE. 3. INSTALL TREE PROTECTION, SILT FENCE, AND DIVERSION DIKES AS SHOWN ON PHASE I. 4. CONVERT EXISTING BASIN INTO SEDIMENT BASIN AS SHOWN ON PHASE I. 5. AFTER ALL EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, SITE WORK CAN BEGIN. 6. ROUGH GRADE PROJECT AREA. 7. SEED ALL DENUDED AREAS PER VESCH STANDARDS. 8. BEGIN INSTALLATION OF ALL DRAINAGE PIPES. PHASE 11 1. INSTALL INLET PROTECTION WHERE SHOWN ON THE PHASE II EROSION AND SEDIMENT CONTROL PLAN AS THE STORM SYSTEM IS CONSTRUCTED AND BECOMES OPERATIONAL. 2. FINE GRADE PROJECT AREA. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. 3. ONCE CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING AREAS ARE STABILIZED, EROSION CONTROL MEASURES CAN BE REMOVED UPON APPROVAL FROM THE E&S INSPECTOR. 4. ALL STORMWATER PIPING & STRUCTURES, INCLUDING DETENTION FACILITIES, SHALL BE INSPECTED FOR SILT/SEDIMENT. IF PRESENT, SILT/SEDIMENT SHALL BE CLEANED OUT OF THE SYSTEM TO THE SATISFACTION OF THE E&S INSPECTOR. STRUCTURAL PRACTICES: 1. TEMPORARY CONSTRUCTION ENTRANCE - 3A2 A TEMPORARY CONSTRUCTION ENTRANCE WITH A WASH RACK SHALL BE PROVIDED AT THE LOCATION INDICATED ON THE PLANS. IT IS IMPERATIVE THAT THIS MEASURE BE MAINTAINED THROUGHOUT CONSTRUCTION. ITS PURPOSE IS TO REDUCE THE AMOUNT OF MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. 2. SILT FENCE BARRIER - 3.05 SILT FENCE SEDIMENT BARRIERS SHALL BE INSTALLED DOWNSLOPE OF AREAS WITH MINIMAL GRADES TO FILTER SEDIMENT -LADEN RUNOFF FROM SHEET FLOW AS INDICATED. ITS PURPOSE IS TO INTERCEPT SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS AND PREVENT SEDIMENT FROM LEAVING THE SITE. 3. STORM DRAIN INLET PROTECTION - 3.07 STONE FILTERS SHALL BE PLACED AT THE INLET OF ALL DRAINAGE STRUCTURES AS INDICATED ON PLANS. ITS PURPOSE IS TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION. 4. CULVERT INLET PROTECTION - 3.08 SILT FENCE SHALL BE WRAPPED AROUND THE INVERT OF THE CULVERT AS INDICATED ON PLANS. ITS PURPOSE IS TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION. 5. DIVERSION DIKE - 3.09 A TEMPORARY RIDGE OF COMPACTED SOIL TO DIVERT WATER FROM A CERTAIN AREA. 6. TREE PRESERVATION AND PROTECTION - 3.38 PROTECTION OF DESIRABLE TREES FROM MECHANICAL AND OTHER INJURY DURING LAND DISTURBANCE AND CONSTRUCTION ACTIVITY. VEGETATIVE PRACTICES: 1. TOPSOIL (TEMPORARY STOCKPILE) - 3.30 TOPSOIL SHALL BE STRIPPED FROM AREAS TO BE GRADED AND STOCKPILED FOR LATER SPREADING. STOCKPILE LOCATIONS SHALL BE LOCATED ONSITE AND SHALL BE STABILIZED WITH TEMPORARY SILT FENCE AND VEGETATION. 2. TEMPORARY SEEDING - 3.31 ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN 30 DAYS SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING OF THOSE AREAS. SELECTION OF THE SEED MIXTURE SHALL DEPEND ON THE TIME OF YEAR IT IS APPLIED. DUST CONTROL: 1. DUST CONTROL - 3.39 IN AREAS SUBJECT TO SURFACE AND AIR MOVEMENT OF DUST WHERE ON-SITE DAMAGE IS LIKELY TO OCCUR IF PREVENTIVE MEASURES ARE NOT TAKEN. IN AREAS SUBJECT TO LITTLE OR NO CONSTRUCTION TRAFFIC, A VEGETATIVELY STABILIZED SURFACE WILL REDUCE DUST EMISSIONS. MULCH IS ANOTHER ALTERNATIVE IN AREAS WHERE THERE IS NO TRAFFIC. IRRIGA11ON MAY BE USED FOR HAUL ROADS AND OTHER TRAFFIC ROUTES. REPEAT AS OFTEN AS NEEDED. CONSTRUCTION ENTRANCE NOTE: THE EXISTING SURFACES OF THE AREAS DESIGNATED FOR CONSTRUCTION ENTRANCES MY BE USED UNLESS THE AREA IS NOT MAINTAINED PROPERLY OR AN EXCESS AMOUNT OF SOIL IS FOUND TRACKED ONTO THE PUBLIC ROADWAY. SHOULD THE E&S INSPECTOR DETERMINE THE EXISTING SURFACE IS NOT MAINTAINED PROPERLY, OR SOIL IS TRACKED ONTO THE PUBLIC ROADWAY, AN ALTERNATIVE CONSTRUCTION ENTRANCE SHALL BE INSTALLED PER VESCH IN A LOCATION TO BE DETERMINED BY THE E&S INSPECTOR. PERMANENT STABILIZATION: ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISH GRADING. SEED TYPE SHALL BE AS SPECIFIED FOR "MINIMUM CARE LAWNS" AND "GENERAL SLOPES" IN THE HANDBOOK. MULCH (STRAW OR FIBER) SHALL BE USED ON ALL SEEDED SURFACES. IN ALL SEEDING OPERATIONS SEED, FERTILIZER AND LIME SHALL BE APPLIED PRIOR TO MULCHING. SEEDING SHALL BE IN ACCORDANCE WITH STD. & SPEC. 3.32, PERMANENT SEEDING. THIS SHALL CONSIST OF THE FOLLOWING; TOPSOIL - 2" DEPTH LIME - 2 TONS/ACRE FERTILIZER - 600 LBS./ACRE OF 15-30-15 SEED - ERNST 5311 CONVERSATION SEED MIX - ERNMX - 114 (45 LBS./ACRE PENNLAWN CREEPING RED FESCUE, 37.5 LBS./ACRE ARGILE KENTUCKY BLUEGRASS, 37.5 LBS./ACRE PARK KENTUCKY BLUEGRASS, 15 LBS./ACRE ANNUAL RYEGRASS & 15 LBS. /ACRE PLEASURE PERENNIAL (RYEGRASS) OR ACCEPTABLE ALTERNATE. AFTER THESE AREAS ARE STABILIZED, THEY WILL BE MOWED AND MAINTAINED ON A REGULAR BASIS. ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS RATE PLANTING DATES SPECIES (LBS/ACRES) 50/50 MIX OF ANNUAL RYEGRASS (LOLIUM SEPT. 1 - FEB. 15 MULTI-FLORUM) & 50 - 100 CEREAL (WINTER) RYE (SCALE CEREALE) FEB. 16 - APR. 30 ANNUAL RYEGRASS 60 - 100 (LOLIUM MULTI-FLORUM) MAY 1 - AUG. 31 GERMAN MILLET 50 (SETARIA ITALICA) ALBEMARLE COUNTY EROSION CONTROL NOTES: ES -1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. ES -2: THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. ES -3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. ES -4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. ES -5: PRIOR TO COMMENCING LAND -DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFFSITE BORROW OR WASTE AREA), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR RENEW AND APPROVAL BY THE PLAN APPROAING AUTHORITY. ES -6: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTRIOL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERWINED BY THE PLAN APPROVING AUTHORITY. ES -7: ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND -DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. ES -8: DURING; DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED WATER FILTERING DEVICE. ES -9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. MINIWUM STANDARDS (PHASE 1) FROM VESCH: MS -1: PERMANENT SEEDING WILL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SEEDINIG WILL 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 SEEDING WALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. MS -2: TEMPOFRARY SOIL STOCKPILES WILL BE SEEDED WITH PERMANENT SEEDING AND SURROIUNDED BY SILT FENCE. MS -3: PERMANENT SEEDING WILL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABUJSHED UNTIL A GROUND COVER IS ACHIEVED THAT IN THE OPINION OF THE ARCHITIECT/ENGINEER, IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. MS -4: THE CONSTRUCTION ENTRANCE, TREE PROTECTION, SILT FENCE, INLET PROTECTION, AND CIULVERT INLET PROTECTION WILL BE INSTALLED AS A FIRST STEP IN ANY LAND-IDISTURBING ACTIVITY. THESE MEASURES WILL BE MADE FUNCTIONAL BEFORE UP SLOPE LAND DISTURBANCE OR TIMBERING TAKES PLACE. MS -5: STABILIIZATION MEASURES WILL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. MS -6: SURFACE RUNOFF FROM DISTURBED AREAS WILL BE SENT THROUGH A SEDIMENT CLEANING PRACTICE SUCH AS SILT FENCE, INLET PROTECTION, OR CULVERT INLET PROTECTION BEFORE LEAVING THE SITE. MS -7: CUT AIND FILL SLOPES SHOWING EXCESSIVE EROSION AFTER ONE YEAR SHALL BE STABILUZED WITH PERMANENT SEEDING, OR BLANKETS AND MATTING, IF NECESSARY. MS -8: FILL SLOPES WILL BE CONSTRUCTED USING TEMPORARY FILL DIVERSIONS TO PREVENT EROSION OF SLOPES. TEMPORARY SLOPE DRAINS WILL CARRY SEDIMENT LADEN RUNOFF CAUGHT IN THE FILL DIVERSION DOWN THE SLOPES TO SEDIMENT TRAPS.. MS -9: WHENET.VER WATER SEEPS FROM A SLOPE FACE, IT WILL BE COLLECTED WITH A DIVERSION DIKE AND ROUTED TO THE NEAREST SEDIMENT CLEANING DEVICE. MS -9A: NO E&!S PHASE I CONTROLS SHALL BE REMOVED WITHOUT THE PRIOR APPROVAL OF THE EROSION AND SEDIMENT CONTROL INSPECTOR. EROSION CONTROL QUANTITIES (FOR BOND PURPOSES ONLY) SILT FENCE 2230 LF INLET PROTECTION 6 EA LAND DISTURBANCE 4.51 ACRES CONSTRUCTION ENTRANCE 1 EA TEMPORARY TREE PROTECTION 1609 LF DIVERSION DIKE 196 LF EROSION AND SEDIMENT _MS -19 STANDARDS PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE FOLLOWING STANDARDS AND CRITERIA: A. CONCENTRATED STORMWATER RUNOFF LEAVING A DEVELOPMENT SITE SHALL BE DISCHARGED DIRECTLY INTO AN ADEQUATE NATURAL OR MAN-MADE RECEIVING CHANNEL, PIPE OR STORM SEWER SYSTEM. FOR THOSE SITES WHERE RUNOFF IS DISCHARGED INTO A PIPE OR PIPE SYSTEM, DOWNSTREAM STABILITY ANALYSES AT THE OUTFALL OF THE PIPE OR PIPE SYSTEM SHALL BE PERFORMED. B. ADEQUACY OF ALL CHANNELS AND PIPES SHALL BE VERIFIED IN THE FOLLOWING MANNER: (1) THE APPLICANT SHALL DEMONSTRATE THAT THE TOTAL DRAINAGE AREA TO THE POINT OF ANALYSIS WITHIN THE CHANNEL IS ONE HUNDRED TIMES GREATER THAN THE CONTRIBUTING DRAINAGE AREA OF THE PROJECT IN QUESITON. (2) NATURAL CHANNELS SHALL BE ANALYZED BY THE USE OF A TEN-YEAR FREQUENCY STORM TO VERIFY THAT STORMAWATER WILL NOT OVERTOP CHANNEL BANKS AND TWO-YEAR VELOCITY TO VERIFY NO EROSION OF CHANNEL BED OR BANKS. (3) ALL PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS SHALL BE ANALYZED BY THE USE OF A TEN-YEAR FREQUENCY STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP ITS BANKS AND BY THE USE OF A TWO-YEAR STORM TO DEMONSTRATE THAT STORMWATER WILL NOT CAUSE EROSION OF CHANNEL BED OR BANKS. (4) PIPES AND STORM SEWER SYSTEMS SHALL BE ANALYZED BY THE USE OF A TEN-YEAR FREQUENCY STORM TO VERIFY THAT STORMWATER WILL BE CONTAINED WITH IN THE PIPE OR SYSTEM. C. IF EXISTING NATURAL RECEIVING CHANNELS OR PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS OR PIPES ARE NOT ADEQUATE, THE APPLICANT SHALL: (1)IMPROVE THE CHANNELS TO A CONDITION WHERE A TEN-YEAR FREQUENCY STORM WILL NOT OVERTOP THE BANKS AND A TWO-YEAR FREQUENCY STORM WILL NOT CAUSE EROSION TO THE CHANNEL BED OR BANKS; OR (2)IMPROVE THE PIPE OR PIPE SYSTEM TO A CONDITON WHERE THE TEN-YEAR FREQUENCY STORM IS CONTAINED WITHIN THE APPURTENANCES; OR (3)DEVELOP A SITE DESIGN THAT WILL NOT CAUSE THE PRE -DEVELOPMENT PEAK RUNOFF RATE FROM A TWO-YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A NATURAL CHANNEL OR WILL NOT CAUSE THE PRE -DEVELOPMENT PEAK RUNOFF RATE FROM A TEN-YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A MAN-MADE CHANNEL. (4)PROVIDE A COMBINATION OF CHANNEL IMPROVEMENT, STORMWATER DETENTION/RETENTION OR OTHER MEASURES WHICH IS SATISFACTORY TO THE PLAN APPROVING AUTHORITY TO PREVENT DOWNSTREAM EROSION. D. THE APPLICANT SHALL PROVIDE EVIDENCE OF PERMISSION TO MAKE THE IMPROVEMENTS. E. ALL HYDROLOGIC ANALYSES SHALL BE BASED ON THE EXISTING WATERSHED CHARACTERISTICS AND THE ULTIMATE DEVELOPMENT CONDITION OF THE SUBJECT PROJECT. F. IF THE APPLICANT CHOOSES AN OPTION THAT INCLUDES STORMWATER DETENTION/RETENTION, HE SHALL OBTAIN APPROVAL FROM THE LOCALITY OF A PLAN FOR MAINTENANCE OF THE DETENTION FACILITIES. THE PLAN SHALL SET FORTH THE MAINTENANCE REQUIREMENTS OF THE FACILITY AND THE PERSON RESPONSIBLE FOR PERFORMING THE MAINTENANCE. G. OUTFALL FROM A DETENTION FACILITY SHALL BE DISCHARGED TO A RECEIVING CHANNEL AND ENERGY DISSIPATERS SHALL BE PLACED AT THE OUTFALL OF ALL DETENTION FACILITIES AS NECESSARY TO PROVIDE A STABILIZED TRANSITION FROM THE FACILITY TO THE RECEIVING CHANNEL. CHANNELS MUST BE H. ALL ON-SITE VERIFIED TO BE ADEQUATE. I. INCREASED VOLUMES OF SHEET FLOWS THAT MAY CAUSE EROSION OR SEDIMENTIATION ON ADJACENT PROPERTY SHALL BE DIVERTED TO A STABLE OUTLET, ADEQUATE CHANNEL OR DETENTION FACILITY. J. IN APPLYING THESE STORMWATERRUNOFFCRITERIA, INDIVIDUAL LOTS OR PARCELS IN A RESIDENTIAL, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL NOT BE CONSIDERED TO BE SEPARATE DEVELOPMENT PROJECTS, INSTEAD, THE DEVELOPMENT, AS A WHOLE, SHALL BE CONSIDERED TO BE A SINGLE DEVELOPMENT PROJECT. HYDRAULIC PARAMETERS THAT REFLECT THE ULTIMATE DEVELOPMENT CONDITION SHALL BE USED IN ALL ENGINEERING CALCULATIONS. K. ALL MEASURES USED TO PROTECT THE PROPERTIES AND WATERWAYS SHALL BE EMPLOYED IN A MANNER WHICH MINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL AND BIOLOGICAL INTEGRITY OF RIVERS, STREAMS AND OTHER WATERS OF THE STATE. EROSION CONTROL LEGEND CIP CULVERT INLET 3.08 SF - SILT FENCE 3.05 PROTECTION Tp 7p- TEMPORARY TREE 3.38-2 DC DUST CONTROL 3.39 PROTECTION TS TEMPORARY SEEDING 3.31 CE CONSTRUCTION ENTRANCE 3.02 pg PERMANENT SEEDING 3.32 IP ® INLET PROTECTION 3.07 NIRGIMA EROSION AND SEDIMENT CONTROL DD �- DIVERSION DIKE 3.09 HANDBOOK' SPECIFICATION NUMBER C $ E U ��V6� -0a d cF vo O n 0 n� ' E CL C d o a N e Fy < a Z > °? d w o. W DATE � d +' IA S/26/09 DRAWN BY M. VETTER DESIGNED BY U M. VETTER -9 CHECKED BY 1 F. POHL SCALE U) z 0 -7hm/oi 66- i H J Wo $ E U ��V6� -0a Q cF vo O n 0 n� ' LL Y u� Fy < a Wo $ E � ��V6� 7Z cF U Z O n 0 ao m Y H Fy < nT Z > °? w o. W w ` J n z0cota H U -9 1 CQ W o« G h 0 3 W m Z u J J a y Vag om 0 ` F CJ°g I E� uJ N z °C X00 ° Q $ E ��V6� 7Z ° Z O n 0 a � c m Y H Fy nT O U °? w o. W 6 0 'B ° J Q $ E o „ 0. W €a m E� J °a a ° Q ^ oF_ ]OB NO. 27603 SHEET NO. C2.6 TH OF 0'-5" as G 2 xB 4oa a 22" ROUND RISERS Zr ROUND RISERS EXISTING 3" PVC. ,N, � P 22 4• II 0•• S'YIONALO / 4-B• SA' 4 _ 4'.9' S,S. 4.�1-- NOTES: T 1. PROPOSED TANKS TO BE RECIRCULATING Inlet / Outlet w/ State Inlet / Outlet w/ Stale �: 1,600 GALLON SEPTIC TANK PUMP (BY BUS WASH approved Rubber approved Rubber `` 1 E 3 O w/6' TOP 8. BOTTOM. MANUFACTURER � ) Boots or as required Book or as required BY THE CLEAR FLOW CO. rn o C P.O. BOX 1467_ C i N E V 1321 NORTH DELPHINE AVENUE WAYNESBORO, VIRGINIA 22980 a LL a 3 (OR OTHER APPROVED w O MANUFACTURER) REUSE LINE FOR BUS WASH 2. VAULT SHIPPED IN ONE PIECE (REFER TO BUS WASH 'w o a L' O WEIGHING APPROXIMATELY MANUFACTURER DRAWINGS) yA r v 21,000 LBS. O W V v V 3. CONTRACTOR TO FIELD VERIFY TOP OF RISER --51.00 TOP OF RISER=51.00 ALL INVERTS vWi w az y. O suov N w f ` a F 4" PVC 4" PVC 4" PVC 4" PVC7. < 1 0" PVC SAN. TEE O 1 " 0' PVC SAN. TEE O INV OUT=549.79 �o"- 4" PVC SAN. TEE INV IN=550.04 W/ C.O.(TYP) W/ C.O.(TYP) W/ C.O.(TYP) Q ' `- y U INV IN=548.50 INV OUT=548.33 `. INV OUT=548.83 ' INV IN=549.00 TO PROPOSED FROM BUS "O CK FROM PROPOSED TO PROPOSED 10" FROM EXISTING -i0°- WASH Wa 0 w 4 TO SANITARY s i SEPTIC TANK A SEPTIC TANK A SEPTIC TANK B SEPTIC TANK 1 O d SEWER w SECURE PIPE SECURE PIPE g s TO WALL W/g'0 B, a• TO WALL W1 PO SECURE PIPE ADJUSTABLE TO WALL W/'�"0 ADJUSTABLE ADJUSTABLE O PIPE12'NO. PIPE w E a 21A STANCHION W/ STONE BACKFILL " STANCHION W/ 12" NO.21A STONE BACKFILL PIPE STANCHION W/ w c U-SOLT U -BOLT U BOLT = U O ¢ O N DATE —I Vl Q PROPOSED PROPOSED PROPOSED EXISTING 5 d SEPTIC TANK B SEPTIC TANK A SEPTIC TANK y 5/26/09 a Y DRAWN BY K. POWELL SEPTIC TANK DETAILS • DESIGNED BY No Scale K. HAWLEY ..c<....aaww..gat�nrcaw:.s:.akwAtL¢c0.wzs.St8'.�ikwtiWv?awlenx»wxwu�.n`Eif.rf'g�r."i>ea�ir:xtusmktna�ax:'ar �a a� ::.'wrF �,.arc��'- • CHECKED BY t::trsi>. „e"%i&mS<>:eb'v m<wq« .MmAbm 'md»Aa F. 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ECL _^ — LOCATION E: 11482261.75 — " OF EX 4" FORCE MAIN - - O N�AD83 40 O ce DESIGNED BY K. HAWLEY [NECKED BY F. POHL 1"=20' H H LL ui Z LU z G D 0 zg =)0- 0 W W -j V' f Q W z -j o-6 u oZ 0 0 Y 27603 SHEET NO. C4.1 ¢' c ECL o 40 O 40 DATE +' 5/26/09 U) O ce DESIGNED BY K. HAWLEY [NECKED BY F. POHL 1"=20' H H LL ui Z LU z G D 0 zg =)0- 0 W W -j V' f Q W z -j o-6 u oZ 0 0 Y 27603 SHEET NO. 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BENCH K J i yC •� _ 3 I 7„ / N: 391 907.35 "I' – – _ _ ` –�\ .36 I \)E�51492fzW610a5 l - ----'�v�`l'=J�\�,yll :._�.:'/.' '!•I � I 1EI: 563.95- ' 1.1AV88 \-' \' - - - - -. - N: 15797. ! - % /E: 11182675. NA / 8... STORMWATER MANAGEMENT WATER QUANTITY FORESTED CONDITION POST DEVELOPMENT AREA = 15.51 AREA = 15.51 ACRES RCN = 51 RCN = 82 Te = 23 MIN. To = 23 MIN. Q2 FORESTED = 2.37 CFS Q2 = 2.21 CFS Q10 FORESTED =13.53 CFS Q10 = 12.17 CFS 0100 FORESTED = 34.18 CFS Q100 = 33.20 CFS - -1 AN \�9 \\ s ' \ : \\ r \ \ I \ \ \ \ \ \ \ � r I ^1 I \ \\,\\ 111 �►\= a y \ , � i � !rl \ `�, \ \Y \` \ • \ / I'I t\\�\\ 1111\x\ 1 1(�; \�\`\ \ or \\\\,1\\,1\\\\\ S w \ \\ `\ 6 ? _ - \\ Irl l \ \\ i flllllll'/ II 111111❑ 1 70 \ \ \ ` 1 11111 I ,1 / I > II VIII 11 I I I I l I �' / _ l Y / / / .� �•'" _ /i r , , ' ' / // J// /!/1 � I , 6 \ 1 ! /�µI}///t ��T6iaN pi��i .' "`•)�\ \i r- - ' 1 111\ l \' 1 I�AI 2 A�III''rI11'If 1`I\'.\L ._!. I. 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STORMWATER MANAGEMENT WATER QUALITY REMOVAL RATE REMOVAL RATE TREATMENT REMOVAL AREA LBS, DRAINS TO: DRAINAGE AREA Ipre Lpre Ipost Lp ost REQUIRED REQUIRED (%) TYPE RATE' TREATED REMOVED (LPOST - LPRE X 0.85) POND 15.51 38.0% 32.88 48.0% 41.44 11.85 28.60% RETENTION BASIN 1 40% 15.51 16.58 SCALE 1"=60' 0 60• 120' V. POR k 400 -rIt%q 8 _O c c �E C w N V N E d 3 ~ w0?ti 6J om Z M, N ' zQk�a i 3+°jLL Y W Z f N I!1 C N �- rn v C V m � y U 9 C z y n W O ti � W FO "c C , C p ara. g ' o d 5 DATE S126109 o[A DRAWN BY C. KOTARSKI • DESIGNED BY • C. KOTARSKI • CHECKED BY • F. POHL • • SCALE 1"=30' am V °a 0 Q �^cxi LI_O N ao W °i cF U �_ n o OZac Q Z c ° Q Z; o 0 , W �-zF_ ° Z Q Z to 1_4 U LU a CQLU C WLLI 8w wQ $; _j Z c Y Q•° E u W N W c �gFV Z 0 o;a Z^ �9 Q O Fo O oa O 2 V as W� -Q 'u- < fi E E_ C° o G c MW of J K m a � Q 2 c a00 - Wa Q708 NO. c o Z 27603 °; a � c o SHEET NO. a 2. o7(sa[aR C5.0 r �0 DI TCH ? NO SCAB' LOCATED ON SHEET C5..3 V \` T Z 3d G LLJ C o m SS RSS —A --A n = 0.045 S = 4.159 0, = 4.8 cfs Q,. = 2.5 c,`s '✓, = 2.99 fps D„ = 0.82 Of = 1.5 LSS = 3.1 ,RS.`> == 31 Sro. EC -2 LINED DITCH t II _ i - -- fLj1 l / 11} I I J! / ! 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I �' C3'i r° ' \E`' ® � ®`tea \\. \ \\ \ 11J ,\ � .!, ,\ `. b =\\®\\.%00 I•\ \\ - _. _ / 1 It \ ! i r �/--!'INd T- / s - `1 M .J _ ��-� � a' \ el/ � - \ Q ru-.ExrroaCE unmry -4--- "� / .'BENCHMARK / \ \ N: 39'15907.35 lit - ~\.IPP,ypx'. \ E: 1148226145 _ _.--Wd -"'_ _ - �Pw: rvamr Mnw SCALE 1"=50' . />EI: 5�3.9Sr I / - - _ _ y\ -i =_ ; _. xi.- J /�'� ' / BE CH If KI N V68 a 1 \���� _t_._,y := / N: 15797. 31 0 50' 100' - l _ _ - - \` \ _ _ / /E82675. 3 1' - ---\ r `NAM 565 2 I CL O ac U) z O D�Sa�D�t E 4M a 11-4 ° U Z 3d G LLJ C o m Q1' o 1 d - a� UJ e =� E O L h A m O CL M0- c 3 °a Z O ° C 1-4 U v o Q w ° e J < Q a t ?« LU LU u —I m Q DATE L.A a Lu m 5/26/09 DRAWN BY K. POWELL =GQ DESIGNED By w K. HAWLEY Z z CHECKED BY > F. POHL SCALE 4M a 11-4 ° U Z 3d G LLJ am o m Q1' o 1 e n - a� UJ e =� U -� b`o L h A m if I 15L C ° Z c G LLJ am Q o Za am •. O ° 6G Q e W o L h A m O o N a ° M0- c 3 °a Z O ° L 1-4 U v o Q w ° J < Q a t ?« LU LU u —I m Q ay (J a Lu m o€ =GQ E � w Z z G m > p °c ag 0o 0 � 0' zO n s c �c Y Fg Q °w O n� T C U 0 E 2 W JU �V• e e if I 15L C ° c G LLJ n a' am J Q U u o A m JOB NO. o N a ° 27603 c 3 N � O ° SHEET C5.3 v ALBEMARLE COUNTY LANDSCAPE REQUIREMENTS ' Plant schedule quantities are for convenience only and shag be verified prior to bidding. AREA QUANTITY RATIO REQUIRED EXISTING PROVIDED I oad ••• OApl Key llusntlty Bbienical Nsme Common Neme Agin-Irishlled Slze Root Rsmerks ss tiALrg • 5% OF THE PAVED PARKING AND 'Po Large Trees PARKING LOT 24,186 SF VEHICULAR CIRCULATION AREA 1,210 SF 0 SF 1,314 SF \ O t.UCILLEC.LANIER INTERNAL LANDSCAPING SHALL BE LANDSCAPED WITH TREES Cat No. OOOt48 Y QS 4 Quercus shurrerdi Shunard Oak 7.75 Cal. 86B AND SHRUBS. AS 4 Acerswchaum'Green Mount' Sugar Maple 1.75 Cal. BaB I \ �. t� AR 4 AcerNhrun'Octaber(�py' Red Maple 1.75Ca1. B88 1 LARGE OR MEDIUM SHADE TREE PARKING LOT \` INTERNAL TREE 69 SPACES PER 10 PARKING SPACES OR 7 TREES 0 TREES 12 TREES ` 1 `\ ��' ScgpE�Gt'"�s PORTION THEREOF. 520,117 SF TOTAL \- �\ Shrubs � — 10% TREE CANOPY FOR A SITE TO EXISTING ` ' ` >, -5,525 SF WETLANDS - - - \ But 8 elttus'Green MDu,tah' GreenMDurlfaklBoxwood 24'Hel�lt CixiMlrer TREE CANOPY 520,1171 SF BE DEVELOPED WITH COMMERCIAL, _P4.431 SF POND 137,158 SF MEETS � 1 � ` E Or OFFICE OR INDUSTRIAL USES. 490,161 SF x 10%=49,016 SF/ \ \ 6� ''- ` = O Nd 5 Nan6na domesaca Mayers Red Heave rlry Booboo 24" Heigh Container REQUIREMENT to E C / / tN by by O 1 w a- v Ground Covers / . ♦ \ a E 9 F in 67 urope muscai vaiegata' 1Girl. Contairer pp •' l l I r I , /l / j I 1 000 OWER GRAVEL li ` fit / / r r i ` R a z 0 /BUSPARK114G \ s ' g ° -S LOT / \ P Y I f5" A 1 / ♦. z m I EXISTIN4EDGE 6 ' OF GRAVEL Y / l l / 1 • , \ \ \ ` \ \ \ ' y UPPER BUS I PARKING 1 q LOU l \ \\ I �iIIIS���pAATAO�•R I ,� / r / l '\ '\ ■ \ \ (((jjj,,,��,��<\\\ r \ \ ` \\ `\ i' • \\ 1�'I PARK/N6'LOT I I C F L��J i' // / / /` '\ ' '\ \-•l `\ `\ \\ \ \ .' 1 1\11 I 1 1 I I •i� i ` m o r \ \ \ \ I'II ' !! it ' 11 \ \ \ ` \`rp\ \\ ♦\ \ \ 2-0S ` ` \"\y.(\ ` \ \ \ \ \ \ -- ' \ ` \ \ \ 1 I I I �IIAAAE 1 J 1 ■ \ `� \ \ • \ \ \ _ - -I• . / / / /' EX/S7Y EDGE I 1 I s ++ c •►'k' \ i \ ` iT ` \ \ `♦ OFPA ENT 1- J I I ~ E ? / o I I 1 I',\ \\ \ \\ `\ \\ \\ I1��1\\ �T' 1 11 ' 1': `\ \\\ `\ P% \\ `\ `♦\ \ '`\ `. `_ -. - 'i,�! �.\� \ 1 ( 1 / 1� i 9 Q \may ' I11 \ \ \ \ \ \ \ II1I1 \ \ 1i1� I 1 \ ` \ \ ♦ .\ \ `\ _ - �_ �� < I \ ! '! / /I a d p 11 f J 11 ` S� d� `\ `\ ' . ` ♦ \^ \ - _ _ .. - -... ` / _ I i , \ I r \ / / I 1 1 0 4�1 \ ` ` 2-08 ` - - - / , 1 EKIS7/ „w IC1 DATE \ tp \ \ ♦ ♦ ` \ 1 I 4-� I I / OF PA MN > y _ �' ' ` ' I I ♦ 0 05/26/09 ' I ' I I 1 \ \ \ \ \ \ \ \ \ \ I I \ \ \ \ \\ \ (71 \ \ \ \ ` _ - - - - - - ♦ ' 1 I ♦ ♦ \\ l l ; 1 I 1 I Y '� DRAWN BY 11\ \\ ` \ \ \\ G1 \\ ` \\ \ \ - - ` - `♦ `` `♦ ' '♦ `\ \ \ \ \ \ PIN Il �♦ ♦ ♦ ♦ \ ♦ \ \ \ t I 1 I D. WILLIAMS 'll, 11 \ \ \ \ \ \ \ \ \ \ \ \ \\ \` \ \ '�''/ --___ ♦ _ ♦ ♦ 1 ♦ \` ♦ \ \\` \ I I t II FENCE • DESIGNED BY \ \\ \ '\ ` ` -''"• � � __`_-- --- — \♦' \ ♦ "— ♦` .\ . \ `\`\ \ `.1 I yI / II I • N. BEASLEY i1 r 1I I \\ ` \\ \\ \ \ \ \ \ \ 1 \ \ ♦ \\ \ `x' ♦ — ♦ \ \ — \ ' ` \\ ` \\ \ I A • CHECKED BY ' 1I� � 111 1 \ \ \ \\ \ \ \ l\ \\ \\ \\ 1 \ \ \\`♦`\ I\ J — �� _ ♦ `♦\__-_-___-_ __ _ _ _ � � ..\\ \\/�♦ I / •1L `I - - -- -- ---- - _ — — ` - ` \\ \\ \ \'\1` \ I /l 'II • L. 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I I I I I \ y 1 1 ! I I �1L\,11 ) Q '� �/ ��_-- -'� - _ ��� �\ �♦♦ / I I I I I I II l I 1 1 \ ��” ! I I' '"'y. ' I WATER �I. I 8r I i I I / l l l ' '/ _ _ -• ` ♦\ ♦ ♦ ♦ ` �\ • _ _ _ l /4 1 l I I I I I i 1 1 \ \ \ 1 I 1 1 11 1 I 1 1 1 i £X/ST 1NG EpGE I I f VAL VE _..' b _ J I 1 lOB NO. v c° I I III I l - - - - -' — — — =' _-..� .. .. . \ - \ /// / I I I 1 ` \ 1 \ \ 1 I I 1 I I OF PAVEMENT 1/' /' l_�=�' - ''^.\♦; , 27603 e , ill/ 11� , 1 1 � � / '- �_'- ♦. ♦. . fr 1 1 , \ 1 I 1 I I I 1 1 1 r m Il Ifrl 11, I,! IL— ,♦♦\♦♦\♦♦ 1 \ \ 1 I ! I 1 I I 1 I I I\ o I l 11 I I I h ' ' / �I--'; —, 1 1 ♦l♦ ♦ `I\II- I I 1 \ 1 / I I 1 a ( _ _ —; ! _T ` 1 1 ♦ l ♦ < I 1 \ 1 1 1 1 1 ♦ sHEEr NO. n j 1( \ 1 1 1 1 /�_... T _ .. \ I I I I I I I I m n --• - �: .__. .-.-/._-. •_-• •--. .__. _ 1 /NLiNx r Ito I . !1 111 I 1 I. 1 , I ._ ri ROMPER i •� • .... I .._. ... I 1 1 ' 1 1 1_ i - ♦ ` _ `\.. \ I_ - - _ I 1 I I 1 1 1 1 1 I C I I ._ -L L, a. n , \ \ , 1 I I 1 ! , l ' , , I I r' -- I I FEiYC i5T13n�aT LL1 t PERENNIAL PLANT SHREDDED HARDWOOD BARK MULCH AMENDED SOIL MIX UNDISTURBED EARTH PERENNIAL BED PLANTING DETAIL REMOVE BROKEN, BADLY DEFORMED, OR CROSS -BRANCHES. VITH PLANTS BEGIN A REGULAR PRUNING PROGRAM DURING THE 2ND OR 3RD YEAR AFTER PLANTING. OEM PRE—CONSTRUCTION • CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES. TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SIEWERNVATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. • VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PIRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. • PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RE=MMENDATIONS AND REQUIREMENTS OF ANSI ZSO.1 "AMERICAN STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE ARCHITECTS, TOGETHER WITH PROIPOSAL FOR USE OF EQUIVALENT MATERIAL. • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE NVITH DETAILS AND CONTRACT SPECIFICATIONS. CO N STR U CT10N /INSTALLATION • LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". • LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VAIRIETY AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING THE DESIGNATION OF BOTANJICAL AND COMMON NAME. • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS A1ND PARKING AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES. • CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. INSPECTIONS /GUARANTEE • UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINALL INSPECTION BY THE LANDSCAPE ARCHITECT. • ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITYOF THE CONTRACTOR. • PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY. • REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER'. INSTALLATION. CONSERVATION MEASURES • ALL TREES TO BE PRESERVED AND PROTECTED SHALL ESE MARKED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBIANCE ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED) AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. • HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STOFRAGE OF CONSTRUCTION MATERIAL AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIP -LINE OF TREES T(0 BE PRESERVED AND PROTECTED. • FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF TFHE OUTSIDE DRIP -LINE OF TREES TO BE PRESERVED AND PROTECTED. • TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIP -LINE OF TREES TO BE PRESERVED AND PROTECTED. • ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEMA OF ANY TREE TO BE PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PWACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY( A PROFESSIONAL FORESTER OR TREE SPECIALIST. • SOIL WHICH HAVE BEEN COMPACTED, OVER THE ROOT 2ZONES OF TREES TO BE PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON BAR EWERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVE BACK AND FORTH IN EACH HOLE UNTIL THE SOIL IS LOOSEND.TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLANT MEASURES REMOVED DURING THE FINAL CLEAN-UP. o0l 1/2" RUBBER HOSE MARK THE NORTH SIDE OF TREE IN NURSERY & ROTATE TREE TO FACE NORTH AT THE SITE REMOVE TAGS, LABELS, AND PLASTIC SLEEVING DO NOT STAKE UNLESS SPECIFIED (SEE COMMENTS) DO NOT WRAP TRUNK PRUNE SUCKERS 1:1 SLOPE OF SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING 5'-8" MIN. 2' -6 - PLAN VIEW ROOT BALL 12 GAUGE GALVANIZED WIRE 3-2"x2" HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE 8' 2x2 HARDWOOD STAKE 3" DOUBLE SHREDDED HARDWOOD MULCH. KEEP AWAY FROM TRUNK FLAIR. SET TOP OF ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. BACKFILL PLANTING PIT WITH NATIVE SOIL £"SAUCER IF FIELD GROWN, CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP Y OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS TAMP SOIL AROUND ROOTBALL PLACE ROOTBALL ON s BASE FIRMLY WITH FOOT UNEXCAVATED OR TAMPED SOIL. 3 X ROOTBALL PRESSURE SO THAT ROOTBALL DOES NOT SHIFT. DIAMETER DECIDUOUS TREE - STAKING SPECIFIED NOT TO SCALE TREE PLANTING NOTES: INSTALL TWO OF THE THREE STAKES AND GUY WIRES ON THE UPHILL SIDE OF THE TREE. GUYING TO ALLOW 4" SWAY IN ALL DIRECTIONS. STAKES AND GUYING TO BE REMOVED AFTER ONE YEAR. PRUNE RUBBING OR CROSS BRANCHES PRUNE NARROW CROTCH ANGLES AND WATER SPOUTS PRUNE BROKEN BRANCHES REMOVE TAGS, LABELS AND PLASTIC SLEEVING. DO NOT STAKE UNLESS NECESSARY. DO NOT WRAP TRUNK. POSITION ROOT CROWN 2" ABOVE FINISH GRADE CUT TWINE AND ROLL BACK BURLAP 1/3. ORIGINAL GRADE PRUNE SUCKERS IF FIELD GROWN CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP Ya OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS BALL IGE GALVANIZED WIRE HARDWOOD STAKES PRUNE CODOMINANT LEADERS DO NOT PRUNE TERMINAL LEADER OR BRANCH TIPS STRONG CENTRAL LEADER MARK THE NORTH SIDE OF THE TREE IN NURSERY AND ROTATE TREE TO FACE NORTH AT THE SITE TWO-PLY REINFORCED RUBBER HOSE WITH CABLE OR GALV. WIRE AT 120° INTERVALS TURN BUCKLES 3" SHREDDED HARDWOOD MULCH, KEEP AWAY FROM TRUNK FIRMLY FORMED SAUCER (USE TOPSOIL) ANGLE OF REPOSE VARIES WITH STEEPNESS OF SLOPE AND SOIL TYPE PLACE ROOTBALL ON I - — - S4Sx36"STAKE FLUSH W/GRADE UNEXCAVATED OR TAMPED SOIL TWICE ROOTBA; ^�� - TAMP SOIL AROUND ROOTBALL iii DIAMETER BASE FIRMLY WITH FOOT PRESSURE -� SO THAT ROOTBALL DOES NOT SHIFT TREE PLANTING NWIITHPE O TO EGL ON SLO ;IIIriILin, .a,.N ,L,I�Y;, ��,Ilnll�l�® SHRUB PLANTING SECTION NOT TO SCALE THE OWNER IS RESPONSIBLE FOR REPLACEMENT OF ANY PLANTING (I.E. SHRUBS, ETC.) DAMAGED OR REMOVED BY DPU, OR ITS AGENT, AS REQUIRED FOR MAINTENANCE OF COUNTY OWNED WATER AND/OR SEWER FACILITIES. REMOVE ALL DEAD, BROKEN DISEASED AND WEAK BRANCHES AT TIME OF PLANTING INSTALL SHRUBS SO THAT THE TOP OF THE ROOTBALL IS AT THE SAME GRADE AS ORIGINALLY GROWN OR 1-2" ABOVE IN POOR DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL SHREDDED HARDWOOD MULCH KEEP AWAY FROM TRUNK MULCH UP ANDOVER SAUCER SAUCER REMOVE ALL STRING, WIRE, AND BURLAP FROM TOP Y, OF BALL BACKFILL WITH EXISTING SOIL. IN SANDY LOAM SOILS, ADD 20% MAXIMUM (BY VOLUME) COMPOSTED ORGANIC MATERIAL TO THE EXISTING SOIL. PARTIALLY BACKFILL, WATER TO SETTLE SOIL, FINISH BACKFILLING NOTES: ALL SHRUBS TO BE MAINTAINED AT T MAXIMUM WHEN LOCATED ALONG AN ENTRANCE, WALKWAY OR PARKING AREA. ALL TREES TO BE LIMBED UP AT LEAST 4' OFF THE GROUND REMOVING FOLIAGE TO PREVENT VISUAL OBSTRUCTION. 12 O 0 0 in 5 0 r •• • 1�i 0 c� Z O f C, CL o d w ° d DATE d +'' 05/16/09 DRAWN BY D. WILLIAMS DESIGNED BY N. BEASLEY CHECKED BY L. LANIER SCALE AS SHOWN H J H LL �� my Lu s UcF Z Q :� 0 Z Z Lu z">LU m p `•@ QoLup"£• Bs Lij s : Jw W m F_ cW Q O o �d L E 2a 2 Lu a LLJ `o" >�aa€ ou0 wc 502296 z Yma U ao O t.$° U 962 Lu a� "m m$ 5 .E m C `m G m� E W �n J B� Q o JOB N0. ° L t 27603 0 o O SHEET NO a P L2.0 L r r= o BOND GROUND O `25' POLE POLE RASE COVE I'0'J'HOLTS. POLE Mf GR TO V CHAMFER FURNISH TEMPLATE FOR �. LOCATION. 4 SOLIS REQ'D. A34T ES B 12L0 C.� I M-1--CDNCRETE GRADE CONDUIT OUT- , w I. I I --CONDUIT IN 3/4' X 10' LONG I I 'I �V6' GROUND ROD (TYP. ALL POLES 24'DIAMETER ROUND LIGHT POLE \ BASE DETAIL NOT TO SCALE 0 N / I DETAIL •A" N.T.S. EXISTING MAINT, FACILITY 0• LOV C • • • P • PROPERTY LINE CEILING LIGHTING FIXTURE SCHEDULE 'm OA '0.o MANUFACTURE SERIES NO./ 'O.a LAMP DESCRIPTIUN Oa '1, '0.1 0.1 SYMBOL TYPE QTY DESCRIPTION VOLTS MOUNTING REMARKS LUMENS LLF WATTS NO. TYPE LIGHTINGNIA POEPULSE LAFG TD START MH vA 'm 0A -i A 3 KAD2050MSR3SCWA 208 1 250W 27'L HIGH PERFORMANCE 20000 LO 297 'a.1 'a+ 0.1 FLAT LENS CUTOFF OPTICS OJ 02 ' 4 LITHONIA LIGHTING •02 'OT On 'm PULSE START MH 'a0 'D.a '0.o -� B 11 KADD250MSR4SCSWA208 03 1 250W POLE MTD HIGHOTIPERFORMANCE 20000 1,0 297 ht 'al 'o.+ FLAT LENS CUTOFFLITHONIA '0.1 10A '12 27'AFG 'tA 'I.3 '2) 21 '1J 1A '1.0 LIGHTING 'm OD 0.0 POLE MTD PULSE START MH 20000 1.0 594 Mw C 11 2-KAD250MSR4SCSWA 208 2 250W 2TAFG HIGH PERFORMANCE '0.t '0.I 0.1 '0.1 '0.t 0.1 FLAT LENS CUTOFF 'aa m '0.0 'a.0 LITHONIA LIGHTING '0.0 '04 POLE MTD PULSE START MH 'DA 'm 'e. -E D 6 KAD250MSR3SCWA, FLAT LENS 208 1 250W 27 HIGH PERFORMANCE 20000 1.0 297 OA 10.1 10.1 CUTOFF & HOUSE SIDE SHEILD '04 'm m U.0 02 LITHONIA LIGHTING POLE 25' STEEL STRAIGHT SQUARE POLE SSS -25 SERIES m 'm OA '0.o 0.0 'O.a 'm 0.0 Oa '1, '0.1 0.1 '0.1 'o.t 'OA 'm 1. vA 'm 0A 'oA 'm '0.0 'm 'at 0,1 '0,1 'a1 0,1 '0.1 '0.1 '0.1 'a.1 'a+ 0.1 '0A OJ 02 ' 4 '0.4 •02 'OT On 'm 'm 'a0 'D.a '0.o 'm '0.1 0.1 02 03 OS 02 Ot '0.1 0.1 '0.1 0e ht 'al 'o.+ 'oa '0.1 10A '12 13 'tA 'I.3 '2) 21 '1J 1A '1.0 DA 'm OD 0.0 'a& 04 'al 'm 'OD 'm 'm 'o ' 3 '0.1 '0.1 'a1 '0.t '0.I 0.1 '0.1 '0.t 0.1 '0.1 'aa m '0.0 'a.0 as '0.0 '04 `m 08 'DA 'm 'e. 'M '02 '02 'm 02 '02 'at 0.+ OA 10.1 10.1 'm '04 'm m U.0 02 0.0 'm '0.1 Sm '04 'Oa '0A 0a 0.. 'm ' 2 'm 'Ob 'm 02 '02 '02 40.2 'o.+ '0.1 19.1 '0n '04 'ot 10.0 aA Oo 'm 'm OA '0.0 '0.0 '0. 'm '1A '14 'ta 'IA "A 'LS a] 0.0 o 0 'OA 'OF 'OA '02 IS '0b '02 '0.1 '0,1 'm 'OA '0,0 '0.0 '0.0 '0.0 OA 'm OA 'm 0A ` 1 '14 '1A 'IA 1A 1 '1A ' + '1A ) 'm 40 'Al 0.8 '0A 'aA 'm 40.t '0A 'm 'oA 'a0 'm 'm 'tA `1.1 13 '1.1 1T Sa 1A ,2T\Y) 1A v.1 'm '04 0A 'OD 0.7 a] OA OR OR !12 '1a 'IA 12 1.1 5.1 'tA 'm 'm 'oo 'ao a1 ' d jA "Ah.l 54 '1A Sw h.) ' is 12 1.1 ' A ' A 'D.e 'aA 'Da 'am 'm 'm '0.2 'oe 10a 'oA 'oA OA 'DA 'm 'm 'DA 'OA 'o. .6 %7*,A1A 0.0 '0 '1.7 1A '1.6 1 21 2.1 'a. 14 '1A 12 '1 '1.1 '14 Da 'o. 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CONSULTING MECHANICAL AND ELECTRICAL ENGINEERS 8416 GLAZEBROOK AVENUE RICHMOND, VA 23228 PHONE: (804) 262-7323 FAX: (804) 262-0021 WebSite- 3 .srpeng.com C GHT © 9MMMS, RO ECHMUE AND PWNU ING - NL RGHtS RESERIED IW' RAW MAY NDi U 0¢D N AN YAIHp NA eRoowD w MY FM *WTPWM MU N UMdiNT IRM su"Doi ROXCMAWE ARD P ML JOB NAME: ALBEMARLE COUNTY VEHICULAR MAINTENANCE FACILITY SITE LIGHTING BUS PARKING DRAWING TITLE: SITE LIGHTING POINT -BY -POINT CALCULATION PLAN r REVISIONS: N0. DATE: DESCRIPTION DRAWN BY: CHECKED BY: MWd WAP COMM. NO. DATE 09020 06-19-09 SHEET NO. E1 1. C, 2r OJ 02 ' 4 '0.4 •02 'OT 2 ' A 'W '1 ' 1 a ' . 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'13 0.6 'OA '0A OA 'OJ ' 'IA /A '1.7 'LO '.T '2T '32 6 '1A 'lA 12 %1 'la • '02 al To., '0A ' m '0.0 OD 'DA 'OD 0A 'oA A OA 'm 'm a0 `0.1 'O.t OR 2'12 1A '1A '11 1,1 '12 'la 'IA 'IA *IA '14 1A OJ OA '�A 'm 'm '1A 1 'la 1b '1 2*u '3 'a 1A %I 1.1 OA ' '01 '0, 'm 'm OA 'm OA '04 'em OA 'm 'm m `m '0.0 'OD '0.1 '02 '03 'm '0.9 '12 '1A '1.7 'IA NA 'la 'Lt '01 'al 10A 'ad 'ab '0A 'm 1A '1A NA '14 1 *1 `20 2.7 '2A '1,7 'tA 10.0 ' 0 0 0.1 0.1 'm 'OA 'O.a 'OD `o.o OA ' 0.0 10.0 OA 'a, +Ml 'm 102 'm ' 'm OA 1A '22 11 1A 'IA %1 'OA 'm '01 '0.] 0.] 10.7 "A 'fA 'Id 'IA /A '2A ` 14 ',2 '0.i I 01 OA 'm 00 `m 'OA Oo 0A ' `m 'am '0.1 '0.1 '0.1 '0.1 '0. 'm 27 'm 2] 1A, ' +14 1A 'LI 'OJ 'm OA 'oR N2 'IA 'tA '11 [9.t '7? '2.1 '22 1A b ' 'A '0.1 '0.1 'Oa 'a0 '04 '04 'm D, 2r C, 2 'm '0.0 'm 'as 10.1 '0.1 'm ' 20+= 1A 'u 'L 'lA 12 1a 1.1 '14 '1D 13 1A ',a 'IA 'x2 '2.3 'z2 'x, 'IA 2 'm ' '.1 'al 'On 04 '0A 00 oA 'm 'm 0D ' 'm 'm 04 '04 'o., '02 'D.] 'A '.1 '10, '02 'u '1.7 ',A '11 'la 'LI '12 '12 '12 '12 SA 'La '1.7 '12 1a 10 'a, 'DR " '0A a0 0.o '0a 'm '04) 'm 0.1 0.1 'm 'OA ' a7 '13 'm '2A 'x.3 'A N] '12 1.1 NA '14 'JA '13 '1A '13 '13 '1 1 'u 10.1 'm OA ' 'm 0.0 OA SITE LIGHTING POINT -BY -POINT CALCULATION PLAN m 'm 0,1 `at 02 ' 02 ' 'A '2. '3m '2] '22 '1 1n '12 'Li '12 '11 11 1 A •m of a, 'm 'm 0A 'm SCALE: 1'= 30'-0"9.2T 'OA OD 'a.l 'OD 0., '0.1 02 1.9 2A 'IA '1: 12 'IA 'll '13 '12 2.6 '1A 1. 'a1 '0.1 'm 'OA a0 'm 0A 'm OA '0.1 '0,1 OS a ' ' A 'm %I '1A '12 ',A 'lA 13 '1.6 '15 '1A '27 '24 2A ' 6.1 10.1 Oa 0A OA 'm OA OA OA 0.1 '0.1 'm '03 `0 04 'iA '2A 26 `41 '1A , OA 'M 'at 'OA 'm *CA 'OA I OD OA 100 0.1 `DA 'a, 03 02 ' '13 L 2A '21 " '1.1 12 /A '2.1 ' '+' '0 10.1 'D.1 10.0 'm •04 D, 2T, ' 'ox aA 'al 'a1 'a.1 'o.1 'm 'a 2A 2.1t 13 'L, 'm '0 a ' .6'a 02 'a, 1 '04 OA 'm 'm 'DA 'm '01 '0.1 `m 'm 'm ' 0 D 'm oa '03 ' '0.1 'al CA aA `OD •04 '0A 'Cl 0.1 '02 d/ 0A 'm '2 0 'm '03 0.1 ' 1 'a1 '04 Ob '0,0 'oa 'at 'Db 10.I 'a1 u.z 'm 'a 'oe 'a1 a1 'm 'm 'm 'm 'm .5 FOOT-CANDLE 'm aA 'm '0.1 a.0 a1 'a1 a0 'so 'm 'm 'oA 'a 'm 'm Oa 07WD9 6S - 5j3 SIMMONS, ROCKECRARLIE AND PRINCE, INC. CONSULTING MECHANICAL AND ELECTRICAL ENGINEERS 8416 GLAZEBROOK AVENUE RICHMOND, VA 23228 PHONE: (804) 262-7323 FAX: (804) 262-0021 WebSite- 3 .srpeng.com C GHT © 9MMMS, RO ECHMUE AND PWNU ING - NL RGHtS RESERIED IW' RAW MAY NDi U 0¢D N AN YAIHp NA eRoowD w MY FM *WTPWM MU N UMdiNT IRM su"Doi ROXCMAWE ARD P ML JOB NAME: ALBEMARLE COUNTY VEHICULAR MAINTENANCE FACILITY SITE LIGHTING BUS PARKING DRAWING TITLE: SITE LIGHTING POINT -BY -POINT CALCULATION PLAN r REVISIONS: N0. DATE: DESCRIPTION DRAWN BY: CHECKED BY: MWd WAP COMM. NO. DATE 09020 06-19-09 SHEET NO. E1 11 0 EXISTING MAINT. / FACILITY cam"G • LOW • • • INGH COLLAR. °a 1 • 1/4�t 0 PATCH AND REPAIR / ASPHALT TO HATCH E)DS11NG • SITE LIGHTING PLAN SCALE: 1'- 30'-0' 84P0STEEL BOLLARDS SHALL 13E 48' ABOVE GRADE FILLED WITH CONCRETE SET 36' INTO GROUND. PAINT YELLOW. • 3&5 PLAN REFERENCE NOTES NOTE -1 Rp�pTI�O/V�Ep DOW =SPARE CMCIAT 7BR SAND WITH HBOARD �.. TO SEfBE NEW NEWW PPNELR 'L5'. E%IS1WG 'SM'BD LS G)TIEN S1tVAN41, 120 208V, 3P, 4W HGH ST PEAK 00"fROM PREM TWELVE MONTHS ON SNBD IS 9 NOTE -2 PROVgE TWO (2)DONCREE BOUARD5 AROUND LIGHT POLES. SOULAR )S NSTNlID STROM POLE BASE. NOTE -3 PROVIDE FOUR (4)CONCRETE BOWRDS AROUND LIGHT POLES. BOLLARDS INSTALLED STROM POLE BASF. NOTE -4 CONTRACTOR SHALL CALL MISS UnLrIY TO MARK UNDERGROUND UTI)TIES AND ALSO RETAIN INST � INDEPENDENT �O�'TO ON" B� un DAMAGEDAS OF THE BE REPAIRED MIWET M SATISFACTION AT NO ADDITIONAL COST. NOTE -5 NOW LIGHT POLE TWF WAY UP HILL G"'.110) &5 ml RISER Ls -1 lipIA. 01 2&5 NOTE -3 � / I B / I TE-2� SE E / 1 I / 1 TES & 5 / 1 NOTE -3 C / FI I NOTE -2 GET. 'A' 1 1 1 � ► 1 2&5 1 1 NOTE -3 / LI5AO / PPVC W/ B znoaFOG. NOTE- DEL 'A' NOTE -3 �M I_ I 1 / / NOTE -3 / 1 / NOTE -3 - / C �g 1. z#1paanaG. EE DET. "A' 21 A. DEL 'A' DET. 'A' I FC:FAIn 'A' LINE 1F WDM •AREAn LIGHT HxngW HW��NLSUW&W EE,,TA�DNECILE S RFACE MONIED PMBAONRO IN UNFINISHED AREA 8RIY1CH CONDUIT: CONCEALED UNDERGROUND NONE RUN TO PANEL BOARD NO. OF ARROWS -RARER OF CIRCUITS. WIRE TO BE COPPER TYPE THHN COMLIIT TO BE EMT OR AS NOTED. s� SIMMONS, ROCKECRARLIE AND PRINCE, INC. CONSULTING MECHANICAL AND ELECTRICAL ENGINEERS 8418 GIAZEBRGOR AVENUE RICHMOND, VA 23228 PHONE: (804) 282-7323 FAX (804) 282-GO21 We68He: w srpeng.wm OIIMYII ® SAM W10®INEE e• PNXO K - nl w,Rs IFBUNN lb tMWNYAT NRS 0!0 M YIP YSHINI IOIm110L N NN WII •IINOIPRIN NIMBI 01®II R•Y SION R10®W E � MQ C r JOB NAME: ALBEMARLE COUNTY VEHICULAR MAINTENANCE FACILITY SITE LIGHTING BUS PARKING DRAWING TITLE: SITE LIGHTING PLAN L• 1: Y I L1IY4 DRAWN BY: CUM BY: MIPd FAP COMM. NO. DATE 09020 OB -19-09 SHEET NO. (E) PANELBOARD "L5 SCHEDULE El 4#2,1 (1. 1 1/4'c. PHOTOCELL TMECLOCX Yp/�N 'M WCl�. !§ M'IE�&MM2`i® gff ki"TM NEATNENPIN)w DiCLos E m PNAa ae LOAD 9ENLFD w N6 A e C 110 w LOM SEW`hD PAIeR6 LLT LYN1M0 m Y 1inLDT Ini1iM0 s PHOTOCELL ON COMM PA1e•10 LOT 1101nP10 A Y 6jEtEpLOT IX14M0FOR OF LIGHTS GDARRa R PARI0IW LLT L1O4101G w Y 2 LLT 11011111• 11 PHIL 9D0� OR EQUAL \� 12 POLEESLIFOOR RFSCpT/,Cl[ YO 1 1] LOWILY sruaE w 1 15 'I 11 I TI -POLE LTG RELAY LIGHTING 2 POM SHALL BE SPARE svAa aw.r YB 1 17ur 17 WUNf PALL IND�EIXIIPf. ON &WAK BOM POLES OF UGHITNG PAM r Yo i 1a SPHEt SRAI(. AE FINISH LA:Ar E CROAT THRONM RELAY LIGHIIING CONTROL DETAIL SPARE a Y 1 >nONLY $PACE ONLY 20 1 0 «mca E%5TIN6j"AT,�' N.T.S. NOTE -1 � S �u ELECTRICAL RISER NOT TO SCALE � 11 0 EXISTING MAINT. / FACILITY cam"G • LOW • • • INGH COLLAR. °a 1 • 1/4�t 0 PATCH AND REPAIR / ASPHALT TO HATCH E)DS11NG • SITE LIGHTING PLAN SCALE: 1'- 30'-0' 84P0STEEL BOLLARDS SHALL 13E 48' ABOVE GRADE FILLED WITH CONCRETE SET 36' INTO GROUND. PAINT YELLOW. • 3&5 PLAN REFERENCE NOTES NOTE -1 Rp�pTI�O/V�Ep DOW =SPARE CMCIAT 7BR SAND WITH HBOARD �.. TO SEfBE NEW NEWW PPNELR 'L5'. E%IS1WG 'SM'BD LS G)TIEN S1tVAN41, 120 208V, 3P, 4W HGH ST PEAK 00"fROM PREM TWELVE MONTHS ON SNBD IS 9 NOTE -2 PROVgE TWO (2)DONCREE BOUARD5 AROUND LIGHT POLES. SOULAR )S NSTNlID STROM POLE BASE. NOTE -3 PROVIDE FOUR (4)CONCRETE BOWRDS AROUND LIGHT POLES. BOLLARDS INSTALLED STROM POLE BASF. NOTE -4 CONTRACTOR SHALL CALL MISS UnLrIY TO MARK UNDERGROUND UTI)TIES AND ALSO RETAIN INST � INDEPENDENT �O�'TO ON" B� un DAMAGEDAS OF THE BE REPAIRED MIWET M SATISFACTION AT NO ADDITIONAL COST. NOTE -5 NOW LIGHT POLE TWF WAY UP HILL G"'.110) &5 ml RISER Ls -1 lipIA. 01 2&5 NOTE -3 � / I B / I TE-2� SE E / 1 I / 1 TES & 5 / 1 NOTE -3 C / FI I NOTE -2 GET. 'A' 1 1 1 � ► 1 2&5 1 1 NOTE -3 / LI5AO / PPVC W/ B znoaFOG. NOTE- DEL 'A' NOTE -3 �M I_ I 1 / / NOTE -3 / 1 / NOTE -3 - / C �g 1. z#1paanaG. EE DET. "A' 21 A. DEL 'A' DET. 'A' I FC:FAIn 'A' LINE 1F WDM •AREAn LIGHT HxngW HW��NLSUW&W EE,,TA�DNECILE S RFACE MONIED PMBAONRO IN UNFINISHED AREA 8RIY1CH CONDUIT: CONCEALED UNDERGROUND NONE RUN TO PANEL BOARD NO. OF ARROWS -RARER OF CIRCUITS. WIRE TO BE COPPER TYPE THHN COMLIIT TO BE EMT OR AS NOTED. s� SIMMONS, ROCKECRARLIE AND PRINCE, INC. CONSULTING MECHANICAL AND ELECTRICAL ENGINEERS 8418 GIAZEBRGOR AVENUE RICHMOND, VA 23228 PHONE: (804) 282-7323 FAX (804) 282-GO21 We68He: w srpeng.wm OIIMYII ® SAM W10®INEE e• PNXO K - nl w,Rs IFBUNN lb tMWNYAT NRS 0!0 M YIP YSHINI IOIm110L N NN WII •IINOIPRIN NIMBI 01®II R•Y SION R10®W E � MQ C r JOB NAME: ALBEMARLE COUNTY VEHICULAR MAINTENANCE FACILITY SITE LIGHTING BUS PARKING DRAWING TITLE: SITE LIGHTING PLAN L• 1: Y I L1IY4 DRAWN BY: CUM BY: MIPd FAP COMM. NO. DATE 09020 OB -19-09 SHEET NO. 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G n ti b 6 b a Y ® a b ro 2 A cmm CmS CAS c CmS cnx C<, 1 Vl£H O m m mDz mn— �"z M< �£z MDZ m m O x -1�L, mDL1 m 0 m D ti r MD 'T] + 00+ 0 2r a w m � qZ \ N b ++ N N Y G o' o' ® o o' o• m be ib m N + o o` o' o' ' ' • +' + 0 0 0 o♦ (z� L� I p• o• o' o o N ,o' N m O U+ + m m m m Tl P. o �' b } G ,o' 0 0 o p+ o. o w' o o o e u H q N N ,o' + C N N r• . m . ,o o. o. b b 1 ima Ami r H � H H N G N 0 im 0 m D_ r D N A d D 3 m m m A A a C z d rr N 0 m z A F O ,o' o' ,o• 00 < o m Hm A C fD ti v N' y� ni c ' O n w o' o' ti O r m m z + H � n + + O o D < O o b A V 3 D m o b w m Z7 G N N N N G m b b m < o O O• O o <nA� CD`^ rxl rD'-' N• mD ONS DDS Dmx DtiS nC Lln hoO O O O tm z ^-• rwz ro= roz n 3 mcn Ma y m a'-' � N 4�ND ZOD Z" ZND ti � Ar char v,�r- vl�r- 0 o C S W.; G G b 6 b a Y L a b ro iTl cmm CmS CAS c CmS cnx C<, m Vl£H O O m mDz mn— �"z M< �£z MDZ m m O Vlm� -1�L, mDL1 m 0 m D n r MD 'T] + 00+ 0 2r a w � m+ N b ++ N N Y G b b b o o' o• m be ib +' oa o o` o' o' ' ' • +' + 0 0 0 o♦ (z� L� I p• o• o' .o N ,o' N N O m m m m Tl h H ,o' 0 0 o p+ o. o+ w' ♦ O +• +♦ + oa o C N N r• . o. . ,o o. o. p. r � N N nJ -i D 3 m u 0 0 0 0 < £ £ ib b0 m 0 0+ m m p VO VO m VO VO and m b fr`7 m u W m ma ma Ma b b io+ o ti a b b b u d d G + + o o .o o + m m 1 I O O' O O m ' N N + ' + O O +' ' O• O• D +' -um o OO m=VI Vl'Om A ' O o o .O O 0 m D_ r D N A d D 3 m m m A A a C z d rr N 0 I D m z A F O w ax a C_ y 00 < o m Hm A C fD ti Z n � N D c �0 or D n w I D m A F ti O r o 0 00 m m z m m D O -Uz r Z Z z el � m c zl D a --i ti O r m m z + H I D m A F ti O Ll m � + r O o � z D O -Uz r Z Z m P G A + D O --i z 0 r m fnNr G + H � n + + O o D < O n � A V 3 D m m n X • N" pr ' v o• a ' p' • +' +' o ' + + + g b o L b G b N p+ 0 0 0 0 o b+ o o m o+ �p O O O O = +• N N N^ + / +~' ' o o O O O O• O + +• O O` +' • + ' O O m• ` O' O O O O O O O O• O O O O O O O O p O O O O p w s b Fly b♦ b N m J b. m w L b b + N N b b b b L s Y '} + m J b b m m b in b u + o b b b b O o b o o b o b o b b o o' o' o' o' o` o' o +•,• • - = • o' • o' o +• +` +• o' ,o' g` ,o' • , • + o' ,o' o' • + o' a • • , ��• o+ o'bo' b o ,o' • ,o' b a o' o' o' o' o' o o' o b o m b b o m o m m b & e + w + m J J m m m ++ o J J m . . .N . o o J e a Ne Sc+ o o' o o e e o ,' b b b b e o O0 o b b o O• O o o O ` O ` O O • + o O O +• + + • O e O o + +• O O' e O O +' • O' o o ` +• +' + O o NCc ' re O O O o O o o O O♦ O o O b + N ` • O O O O O N' N p O O +• + + ' O O +• • + O O O O +• + + +" O O O O • + ` + O• O 'y O O' O O+ O O O• O e O o a o N b } b b o m b J q b W b b b b b b b b b m 0, o o ' Fik o W' N 1 0' N• . o. m. . o. o o. a + J F�po be o d o m m b + + + d G m b + J b + m o r 'u .o + m + Y m a b b b o + G b b b m b + w b } u o m + a J r b + b s o b m b • ' m' o o• o♦ o m' ,o' o' ' ,o' m ' + o' v pm` o o' om' o' o' o' o' + o o' ' o 0 o b b o c b ♦ b b m b b N m q m 'm N V b m N b+�+ �+ + �+ b b b }+ b+ b L �+ J b N J mb b Ln 'I e o o b o N b Y b m Y N A' a m ., m m > o q N m J u v w m b o + + ♦ ++ + + + �' V o + a o' o' o' ,o' e♦ m' o' o• a o' ,o' e e o' e' ' o' ' +•'� 1 o e• u ' +' o' o' o' ,o' ♦ ru' b b b o m b + N N Y b b b in b m i o m m N i r+ b :♦ m b iu b o b b b b b + a m u } + b b b �+ + + + io m m 7� � Z O o O O• O + O O O O O `O'• + + + +• + +• O N O O O O O + • O O + 0 O, m♦ b V N �.l O o O o O O O ob b N N b b b b+ a b J m m N J N- tl b m o m m N m v b + w J m s + m b b b w q u + m b o P b V r d o m P W N m a o. o. \�/�,' c e o e 0 0. o. o ''m _. + + + o' o' o' N' y+ o ,o• o' .mo' d o` o' om' +` + + +' 1 + o, b b + N ii b N q b b b b b b b b b b v b b b v + N + b b N b m Y b b+ O q p + 0 'm + 'O b b I1N fi 'O m Y • 00` O O O O o ,Oe• +. r i +. +` O O : ±♦ J. ♦ ♦ N tJ +` O O i O` O O • O m + + +• • r O O O o O o o O O i O O m• +• O m r' N r• O O O +' N �' N +• +• +• +• ` • , o b o b o b N 1 w Y. o P. o' + b y c o m + P J + > o + P. e O O O O m• + O Pp O m V om 0 0 0 0 + m m m N m m o u m w q a + b b IN > b J b L o 0 o u ]e e b a b J v b N m {♦i w b o o N J r'+ b j � P c b O O 1 a + b m o u m J b Y b b 16 ♦ a a } N m m + } b J w W o b + q o e b + b J b N Y+ b m p G ++ + + b b N♦ V N b }p m p+ o O O o' o' o' o' o' ' ' +' o' o' + +• + +' 0 0 1 +♦ �' ,a' 0 0 e e eo o' o' o' a o' N e e o o' + ' o' a e+' +' +' ' e o' ,o' ,o' p' ,O' ,o' e m o e om' +' 1 0' o' o' o' o m b b m o b m o 0 o b b b + N b b + m b N b m J 1 + m + '} b m q W b b H s b it o . 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P. +` + N +• + q N m e b o b e b b o 0 0 0 0 o b e e o o + + N b e Y b b b b+ m+ a 1C m L J N m' o` o` o' m' o' m' o' o' oo' oe' O' o' m' o' _om' o" o` ,o' m o q o w o' w u y m w m H e + o o b b b b b b b b o 0 o b b b o b b + + + } w ' ,o' m' ,o' P. o' o+ ,o' ,o' o' o' o' ,o' ,o' o o• o o ' +� + o♦ + + 0 0 0 o o b b 0 0 0 0 o b b b m o 0 o b b o b b + N H L b p b N + + + r a o" o m♦ ,O• o' o' m` o' be o' o` o' o , oo' o` A o b o b o b o b o o b b o b b o e o b o m b + o N N + + m e e o" m• o' o' m' ' o' o' p' o• ,o' m' ,o' o o' p' o' m o b b b b o m b b b o o b b o o b m o 0 o b o b A o ti K ,o` o` o• o' 0 0 0 o' ,om^ o' ,o' r a o m o 0 0 o c b b o o b' o' m' o' b o 0 o b o ,o' be bo b o o' -6 o b z o' & m+ m' a'o' ,o' m♦ m♦ o' m♦ O♦ ,o' o' o b o b b o o b m m b b o 0 0 o b b o o b m o b 00• oe' o• o' 0 0 0' pe' ,oO' oe' o• be ,o' ,o'0 ,oe' b m o b o e b b b b o 0 0 a 0 0 a e o' ,o' o a -\ o b b b o b b o o m o b b o b o b b o m b o o b b . . U) � O O O O + � 4 � z D O -Uz r J Z m P G A + o O z z 0 r m fnNr G + o � aKu + + O O �O O 1 Vi0 ZD m _ �m Z Z7 o m A r HL a m < o <nA� CD`^ rxl rD'-' rD'-' mD ONS DDS Dmx DtiS nC Lln hoO O O O tm z ^-• rwz ro= roz n 3 mcn Ma y m a'-' � N 4�ND ZOD Z" ZND ti � Ar char v,�r- vl�r- 0 o C S W.; G G b 6 b a Y L a w iTl cmm CmS CAS c CmS cnx C<, m Vl£H -i -1£2 m mDz mn— �"z M< �£z MDZ m m O Vlm� -1�L, mDL1 m 0 m D n r MD 'T] + 00+ 0 2r a � m+ ♦ ++ i r i �z ' o o' o• m +' 'e e (z� L� I N N N N O m m m m Tl h H x N O C r � N N nJ -i D 3 m u 0 0 0 0 < £ £ £ t m VO VO m VO VO and m IrTI fr`7 m Z m H lJ ma ma Ma Lla be b ti y ti d d d d m — F— O Z m m 1 I O O' O O m ' N N + ' + O O +' ' �Scn D ' -um 'Om WI m=VI Vl'Om A ' + A p ' 9 O A A� Ay o O O 'ID '1D'1D 'ID mA MMmA mA b b �' b D a } b r b b b b b N u H s iu m b u o b } ,00• N + + 0 0 o b b �NNo .P C o O O o O o O m m Z o. ♦ + m m ' +' .N N' UI ♦D N t0 .= om a V o' J V o' o' V. ,o' ,o• o' o• o' Ne N N + ' o' o' 1 o' o' o' o♦ o♦ m' ee b b b ,o' + ,o' + N ,o' b P v L P N b r bo b m a m` + ce N b w N N ,o' + + + + + + + b b b+ + ++ j' O + ' +• O• : ' o O O O O O O O O O O O^ o :. :. 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N �+ ,o' o' ` p• p' o p' ,o' o' ,o' m' o p' ,o' o' o 0 0 0 ' o o• o' ` o o' o +' +' +' ++ +• o +• • N o b o m o g b o m b o b b m o b o + + 4 b b b N b b Y b b io } J b b N o b c N w L N 'mm 'um, > o' ,o` p• N b q b b o b 4+i m q m ti 4 o' ,o o m' ' o" o o' o' o' P. p' P. 0^ o' 0 o b b b b o o b m o m o m m b o + N + J b J H b W o P• o' e e ,o' ,o' a o• ,o' a m' b b O b O o o b o b b b o o b m b b + + b 'v b b w o J m b u+ :♦ a + iml N v + + O O O O O O♦ O O` e o O 1p O o p e o 0 o O O O • 0 P. P. +` + N +• + q N m e b o b e b b o 0 0 0 0 o b e e o o + + N b e Y b b b b+ m+ a 1C m L J N m' o` o` o' m' o' m' o' o' oo' oe' O' o' m' o' _om' o" o` ,o' m o q o w o' w u y m w m H e + o o b b b b b b b b o 0 o b b b o b b + + + } w ' ,o' m' ,o' P. o' o+ ,o' ,o' o' o' o' ,o' ,o' o o• o o ' +� + o♦ + + 0 0 0 o o b b 0 0 0 0 o b b b m o 0 o b b o b b + N H L b p b N + + + r a o" o m♦ ,O• o' o' m` o' be o' o` o' o , oo' o` A o b o b o b o b o o b b o b b o e o b o m b + o N N + + m e e o" m• o' o' m' ' o' o' p' o• ,o' m' ,o' o o' p' o' m o b b b b o m b b b o o b b o o b m o 0 o b o b A o ti K ,o` o` o• o' 0 0 0 o' ,om^ o' ,o' r a o m o 0 0 o c b b o o b' o' m' o' b o 0 o b o ,o' be bo b o o' -6 o b z o' & m+ m' a'o' ,o' m♦ m♦ o' m♦ O♦ ,o' o' o b o b b o o b m m b b o 0 0 o b b o o b m o b 00• oe' o• o' 0 0 0' pe' ,oO' oe' o• be ,o' ,o'0 ,oe' b m o b o e b b b b o 0 0 a 0 0 a e o' ,o' o a -\ o b b b o b b o o m o b b o b o b b o m b o o b b . . U) � O o Cn O o 0 � 4 � z D O -Uz r o Z m D = o z z r m fnNr r o � aKu m � m c� D 1 Vi0 ZD m _ �m Z Z7 o m A r HL a m < o <nA� CD`^ rxl rD'-' rD'-' mD ONS DDS Dmx DtiS nC Lln hoO O O O tm z ^-• rwz ro= roz n 3 mcn Ma y m a'-' � N 4�ND ZOD Z" ZND ti � Ar char v,�r- vl�r- a c C S W.; A .. z D ml l mx1 Ll n= "J ; M- m iTl cmm CmS CAS c CmS cnx C<, m Vl£H -i -1£2 m mDz mn— �"z M< �£z MDZ m m O Vlm� -1�L, mDL1 m 0 m D n r MD 'T] 2r � Gl = �z 0 bN z (z� L� I N N N N O m m m m Tl h H x N O C r � N N nJ -i D 3 m u 0 0 0 0 < £ £ £ t m VO VO m VO VO and m IrTI fr`7 m Z m H lJ ma ma Ma Lla ti y ti d d d d m — F— O Z m m 1 I a:'9S'D OSL OSS m Bc -urc M -C: m SViSVl �Scn D -um 'Om WI m=VI Vl'Om A A x A A� Ay 'ID '1D'1D 'ID mA MMmA mA D a D 3 D g D n = n = n = = nm m m m m N A �NNo .P C o O O o O o O m m Z N m N �D UI ♦D N t0 N .O £ D V A J V • N" pr ' v o• a ' p' • +' +' o ' + + + g b o L b G b N p+ 0 0 0 0 o b+ o o m o+ �p O O O O = +• N N N^ + / +~' ' o o O O O O• O + +• O O` +' • + ' O O m• ` O' O O O O O O O O• O O O O O O O O p O O O O p w s b Fly b♦ b N m J b. m w L b b + N N b b b b L s Y '} + m J b b m m b in b u + o b b b b O o b o o b o b o b b o o' o' o' o' o` o' o +•,• • - = • o' • o' o +• +` +• o' ,o' g` ,o' • , • + o' ,o' o' • + o' a • • , ��• o+ o'bo' b o ,o' • ,o' b a o' o' o' o' o' o o' o b o m b b o m o m m b & e + w + m J J m m m ++ o J J m . . .N . o o J e a Ne Sc+ o o' o o e e o ,' b b b b e o O0 o b b o O• O o o O ` O ` O O • + o O O +• + + • O e O o + +• O O' e O O +' • O' o o ` +• +' + O o NCc ' re O O O o O o o O O♦ O o O b + N ` • O O O O O N' N p O O +• + + ' O O +• • + O O O O +• + + +" O O O O • + ` + O• O 'y O O' O O+ O O O• O e O o a o N b } b b o m b J q b W b b b b b b b b b m 0, o o ' Fik o W' N 1 0' N• . o. m. . o. o o. a + J F�po be o d o m m b + + + d G m b + J b + m o r 'u .o + m + Y m a b b b o + G b b b m b + w b } u o m + a J r b + b s o b m b • ' m' o o• o♦ o m' ,o' o' ' ,o' m ' + o' v pm` o o' om' o' o' o' o' + o o' ' o 0 o b b o c b ♦ b b m b b N m q m 'm N V b m N b+�+ �+ + �+ b b b }+ b+ b L �+ J b N J mb b Ln 'I e o o b o N b Y b m Y N A' a m ., m m > o q N m J u v w m b o + + ♦ ++ + + + �' V o + a o' o' o' ,o' e♦ m' o' o• a o' ,o' e e o' e' ' o' ' +•'� 1 o e• u ' +' o' o' o' ,o' ♦ ru' b b b o m b + N N Y b b b in b m i o m m N i r+ b :♦ m b iu b o b b b b b + a m u } + b b b �+ + + + io m m 7� � Z O o O O• O + O O O O O `O'• + + + +• + +• O N O O O O O + • O O + 0 O, m♦ b V N �.l O o O o O O O ob b N N b b b b+ a b J m m N J N- tl b m o m m N m v b + w J m s + m b b b w q u + m b o P b V r d o m P W N m a o. o. \�/�,' c e o e 0 0. o. o ''m _. + + + o' o' o' N' y+ o ,o• o' .mo' d o` o' om' +` + + +' 1 + o, b b + N ii b N q b b b b b b b b b b v b b b v + N + b b N b m Y b b+ O q p + 0 'm + 'O b b I1N fi 'O m Y • 00` O O O O o ,Oe• +. r i +. +` O O : ±♦ J. ♦ ♦ N tJ +` O O i O` O O • O m + + +• • r O O O o O o o O O i O O m• +• O m r' N r• O O O +' N �' N +• +• +• +• ` • , o b o b o b N 1 w Y. o P. o' + b y c o m + P J + > o + P. e O O O O m• + O Pp O m V om 0 0 0 0 + m m m N m m o u m w q a + b b IN > b J b L o 0 o u ]e e b a b J v b N m {♦i w b o o N J r'+ b j � P c b O O 1 a + b m o u m J b Y b b 16 ♦ a a } N m m + } b J w W o b + q o e b + b J b N Y+ b m p G ++ + + b b N♦ V N b }p m p+ o O O o' o' o' o' o' ' ' +' o' o' + +• + +' 0 0 1 +♦ �' ,a' 0 0 e e eo o' o' o' a o' N e e o o' + ' o' a e+' +' +' ' e o' ,o' ,o' p' ,O' ,o' e m o e om' +' 1 0' o' o' o' o m b b m o b m o 0 o b b b + N b b + m b N b m J 1 + m + '} b m q W b b H s b it o . N �+ ,o' o' ` p• p' o p' ,o' o' ,o' m' o p' ,o' o' o 0 0 0 ' o o• o' ` o o' o +' +' +' ++ +• o +• • N o b o m o g b o m b o b b m o b o + + 4 b b b N b b Y b b io } J b b N o b c N w L N 'mm 'um, > o' ,o` p• N b q b b o b 4+i m q m ti 4 o' ,o o m' ' o" o o' o' o' P. p' P. 0^ o' 0 o b b b b o o b m o m o m m b o + N + J b J H b W o P• o' e e ,o' ,o' a o• ,o' a m' b b O b O o o b o b b b o o b m b b + + b 'v b b w o J m b u+ :♦ a + iml N v + + O O O O O O♦ O O` e o O 1p O o p e o 0 o O O O • 0 P. P. +` + N +• + q N m e b o b e b b o 0 0 0 0 o b e e o o + + N b e Y b b b b+ m+ a 1C m L J N m' o` o` o' m' o' m' o' o' oo' oe' O' o' m' o' _om' o" o` ,o' m o q o w o' w u y m w m H e + o o b b b b b b b b o 0 o b b b o b b + + + } w ' ,o' m' ,o' P. o' o+ ,o' ,o' o' o' o' ,o' ,o' o o• o o ' +� + o♦ + + 0 0 0 o o b b 0 0 0 0 o b b b m o 0 o b b o b b + N H L b p b N + + + r a o" o m♦ ,O• o' o' m` o' be o' o` o' o , oo' o` A o b o b o b o b o o b b o b b o e o b o m b + o N N + + m e e o" m• o' o' m' ' o' o' p' o• ,o' m' ,o' o o' p' o' m o b b b b o m b b b o o b b o o b m o 0 o b o b A o ti K ,o` o` o• o' 0 0 0 o' ,om^ o' ,o' r a o m o 0 0 o c b b o o b' o' m' o' b o 0 o b o ,o' be bo b o o' -6 o b z o' & m+ m' a'o' ,o' m♦ m♦ o' m♦ O♦ ,o' o' o b o b b o o b m m b b o 0 0 o b b o o b m o b 00• oe' o• o' 0 0 0' pe' ,oO' oe' o• be ,o' ,o'0 ,oe' b m o b o e b b b b o 0 0 a 0 0 a e o' ,o' o a -\ o b b b o b b o o m o b b o b o b b o m b o o b b . . co U) � O o Cn O o 0 � 4 � z D O -Uz r o Z m D = o z z m I r o z aKu m � m c� co U) Ez O m Cn O n C O z --I - m r b D O -Uz r co I 0 � Z m D = z z m r z D r � m c� D ZD _ Z7 o m a m o CIO e r� 'T] 0 z co U) Ez O m Cn O n C O z --I - m r b D O -Uz r co I 0 � Z m D = z co U) Ez O C D m OC D D cn m c� = CO z m r z D r � m c� D ZD _ Z7 Z m Z m 9 F}y m ax�rn z /0 'CZ go nO m. -.ON illy CI �mzra a7z :( .•1g 4om x Y a .yrnNao g n � o N< � z O N W N m z •-N OJz [79 Zww cn