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Home My WebLink AboutSDP200900021 Plan - Approved 2009-09-30PROJECT SUMMARY NOTES: 1. THE PROPERTY DELINEATED HEREON IS LOCATED ON ALB. COUNTY TAX MAP NO. 6, PARCEL 28D 2. PROPERTY DETAILS: EXISTING ZONING: RA - RURAL AREAS EXISTING USE: AGRICULTURE PROPERTY AREA: 213.923 ACRES MAGISTERIAL DISTRICT: WHITE HALL 3. OWNER COUNTY OF ALBEMARLE 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22902-4596 4. ARCHITECT: ANHOLD ASSOCIATES, PLC, 8311 ROCKFISH GAP TRNPKE GREENWOOD, VIRGINIA 22943 434-882-3420, DANHOLDOHUGHES-NET 5. TOPOGRAPHIC & PHYSICAL SURVEY THOMAS B. LINCOLN LAND SURVEYOR INC. 632 BERKMAR CIRCLE CHARLOTTESVILLE, VA 22901 434-974-1776 6. PROJECT AREA IS NOT LOCATED IN 100 -YR- FLOODPLAIN. PROPERTY ISLOCATED IN ALB. CO. AND/OR CITY OF CHARLOTTESVILLE DRINKING WATER WATERSHED. 7. PROPERY YARD SETBACKS FRONT. 75' SIDE: 25' REAR: 35' COUNTY ENGINEERING & GENERAL CONS7RUC770N NOTES 1. PRIOR TO COMMENCEMENT OF CONSTRUCTION WITHIN ANY EXISTING RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED BY THE OWNER FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT)- 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING, OR OTHER CONSTRUCTION WORK. ALL E 8 S MEASURES SHALL BE INSTALLED AND MAINTAINED ACCORDING TO THE DETAILS AND SPECIFICATIONS OF THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 4. ALL NON -PAVED DISTURBED AREAS ARE TO HAVE 2" OF TOPSOIL APPLIED THEN FERTILIZED, LIMED, SEEDED, AND STRAINED TO ESTABLISH A PERMANENT STAND OF GRASS. SEE SITE PLAN FOR PROPOSED LIMITS OF GRADING. 5. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 6. UNLESS OTHERWISE NOTED ALL CONCRETE DRAINAGE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS 111. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY. GENERAL NOTES: 1. IT 1S THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL EXISTING AND PROPOSED SITE CONDITIONS AND TO BECOME FAMILIAR WITH THE PROJECT AREA AND THE PLANS BEFORE BEGINNING ANY WORK. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND THE COUNTY OF ANY DISCREPANCIES BETWEEN THE PLANS AND THE ACTUAL SITE CONDITIONS. 2. COORDINATE AND PERFORM ALL WORK IN A MANNER THAT ALLOWS FOR SAFE AND CONVENIENT VEHICULAR AND PEDESTRIAN USE OF THE PREMISES DURING CONSTRUCTION. THE SITE SHALL REMAIN AVAILABLE TO THE OWNER AT ALL TIMES. 3. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MAINTAINING THE HEALTH, SAFETY AND WELFARE OF THE PUBLIC AT ALL TIMES WITHIN THE LIMITS OF THE PROJECT AND ALL NECESSARY WORK AREAS- THE CONTRACTOR SHALL PROVIDE FLAGMEN, FLASHING LIGHTS, SIGNAGE, BARRICADES, AND ANY OTHER MEANS NECESSARY. 4. ALL CONFLICTING SURFACE AND SUB -SURFACE STRUCTURES, UTILITIES, AND OBSTRUCTIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. PROTECT EXISTING SUB -SURFACE UTILITIES AND STRUCTURES AS NECESSARY. IF DAMAGED, REPAIR OR REPLACE AT NO COST TO THE OWNER. ALL CONFLICTING CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT AND COUNTY. 5. NO WORK SHALL BE PERFORMED ON PRIVATE PROPERTY OR OUTSIDE OF ANY EASEMENTS WITHOUT THE COUNTY'S WRITTEN PERMISSION. THE CONTRACTOR SHALL NOT DISTURB ANY ADJACENT STRUCTURES OR STRUCTURE FOUNDATIONS DURING CONSTRUCTION. IF DAMAGED, THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING AT NO COST TO THE OWNER. 6. SAWCUT, TO FULL DEPTH, ALL PAVEMENTS TO BE DEMOLISHED. ALL DEBRIS SHALL BE IMMEDIATELY REMOVED AND DISPOSED OF LEGALLY OFF-SITE BY THE CONTRACTOR. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLISHING AND/OR ADJUSTING ALL EXISTING SITE FEATURES AS NECESSARY FOR PROPOSED CONSTRUCTION. SITE NOTES: 1. BEFORE BEGINNING ANY CONSTRUCTION, THE LOCATION OF ALL SITE IMPROVEMENTS SHALL BE VERIFIED FOR ACCURACY AND SHALL BE STAKED IN THE FIELD BY A SURVEYOR LICENSED TO PRACTICE IN THE STATE OF VIRGINIA. ANY AND ALL DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL SITE CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT AND COUNTY. NO WORK SHALL BE PERFORMED OUTSIDE OF PROPERTY BOUNDARIES WITHOUT FIRST OBTAINING THE PROPER PERMITS, EASEMENTS OR AGREEMENTS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING 'MISS UTILITY" TO HAVE ALL UTILITIES WITHIN THE LIMITS OF PROJECT LOCATED BEFORE BEGINNING ANY WORK. 3. ALL DRAINAGE STRUCTURES SHALL HAVE POSITIVE SLOPE TO THE DRAIN INLET. ALL PAVEMENTS, LAWNS, AND OTHER SURFACES SHALL HAVE POSITIVE DRAINAGE WITH NO PUDDLING OR PONDING OF WATER OCCURRING ON ANY SURFACES. 4. ALL EXCAVATIONS FOR UNDERGROUND PIPE INSTALLATION, SHORING, AND SLOPES SHALL COMPLY WITH ALL OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY AND ALL OTHER LOCAL, STATE AND FEDERAL CONSTRUCTION STANDARDS AND/OR REQUIREMENTS. SITE NOTES (CONTINUED) 5. NO CONSTRUCTION SHALL COMMENCE UNTIL THE OWNER HAS SECURED ANY/ALL NECESSARY PLAT AND PLAN APPROVALS, ON-SITE AND OFF-SITE EASEMENT APPROVALS, CONSTRUCTION PERMITS AND DEVELOPMENT AUTHORIZATIONS FORM THE COUNTY AND OTHER AUTHORITIES OPERATING IN THE PROJECT AREA. 6. ALL WORK SHALL BE SUBJECT TO INSPECTION BY THE COUNTY OF ALBEMARLE, VDOT, AND ACSA. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR NOTIFYING THE PROPER INSPECTION AUTHORITIES AT ALL PHASES OF WORK. 7. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR CONDITIONS OF THE SITE SURVEY OR EXISTING CONDITIONS SHOWN ON THE DRAWINGS. Rtvanna Wder & Sewer Authority (RWSA) General Wafer & Sanitary Sewer Notes - March 2008 1) ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998, EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES. 2) ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION MUST BE APPROVED BY RWSA PRIOR TO THE START OF WORK. A PRECONSTRUCTION CONFERENCE WITH RWSA IS REQUIRED PRIOR TO THE START OF WORK. 3) THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY 1-800-552.7000. 4) RWSA ENGINEER (MICHELLE SIMPSON AT (434) 977-2970 EXT. 202) MUST BE NOTIFIED TfREE BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION. 5) ALL WORT( 1S SUBJECT TO THE INSPECTION AND ACCEPTANCE BY RWSA. NO TIE-INS TO THE EXISTING SYSTEM SHALL BE MADE WITHOUT COORDINATION WITH AND THE PRESENCE M RWSA STAFF. NO WORK SHALL BE CONDUCTED ON RWSA FACILITIES ON WEEKENDS OR RWSA HOLIDAYS UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. 6) FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE-INS TO THE EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE TESTED PRIOR TO CONNECTING TO THE SYSTEM. 7) THE LOCATION OF EXISTING UTILITIES IS SHOWN ON THE PLANS FROM DATA AVAILABLE AT THE TIME OF DESIGN AND IS NOT NECESSARILY COMPLETE OR CORRECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION, SIZE AND DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES FROM DAMAGE AT ALL TIMES, WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 8) EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. NO GRADING OR FILLINGSHALL BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISEBY RWSA IN WRITING. 9) NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN POMISSION AND APPROVAL OF THE BLASTING PLAN FROM RWSA. GROUVD MONITORINQDVRING BLASTING AND A PRE -BLAST SURVEY MAY BE REQUIRED. DAMAGE DUE TO BLASTING TO ANY UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL COINDIT10N AT NO ADDITIONAL COST TO THE OWNER. O) IN ADDIW N TO MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS, WHEN A CROSSING'f, MADE UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL BF ISOVIDED FOR THE EXISTING PIPE. BACKFILLING THE AREA OF THE CROSSING WITH COHNCTED 57 STONE TO THE SPRINGLINE OF THE EXISTING PIPE WILL BE REQUIRED. 10 NEW WATER MAIN INSTALLATIONS SHALL BE TESTED, CHLORINATED, FLUSHED AND WATER SANLES APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM. APPROVED METHODS OF FILLING AND FLUSHING NEW WATER MAINS WILLBE REQUIRED TO ELIMINATE ANY POSSIBLE CROSS -CONNECTION TO THE PUBLIC WRIER SYSTEM. 12) ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING TIE NEW FACILITIES INTO SERVICE. 13) NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS INCLUDES BUILDING OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY STRUCTURE DRAINAGE STRUCTURES, ETC. 14) TREES ARE NOT PERMITTED IN THE RWSA EASEMENT. ALBEMARLE COUNTY STANDARD EROSION AND SEDIMENT CONTROL NOTES 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 TO BE PLACED PRIOR TO OR AS THE FIRST STEP 1N CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMEMT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIV171ES IN AREAS OTHER THAN INDICATED ON THE PLANS, (INCLUDING, BUT NOT LIM1ITED TO, OFF-SITE 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 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVEENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROWED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING; ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL ESE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THEE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDPIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIAL SHALL BE TAKEN TO AN AAPPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF RROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMEED WITHIN 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 I INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF77:OOAM TO 9:OOPM. 15. BORROW, FILL, OR WASTE ACTIVITY SHALL BEC:ONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO) MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AAND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIMES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TOO 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, BUELDING, OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORr Y SEEDING AND MULCHING. SEEDING IS TO BE AT 75LBS/ACRE, AND IN THE Mi THS OF SEPTEMBER TO FEBRUARY TO CONSIST OF A 50/50 MIX OF ANNUM RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSISIFOF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/IOOSF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME ANSFERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIML=SONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 i KHES OF SOIL. FERTILIZER SHALL BE APPLIED AT IOOOLBS/ACRE AND CONSISIT)F A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LEB9ACRE AND CONSIST OF 95 % KENTUCKY 31 OR TALL FESCUE AND 0-5 % PERENAYOL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 1LBS/IOOSF. ALTERNATIVES ARE SUBJECT TO APPROVAL BE THE COUNTY EROSION CONTROL. INSPECTOR. 19. MAINTENANCE. ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO 4TRUCTURAL MEASURES IS TO BE REPAIRED 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 FENCE AND DIVERSION DIKES WHICH ARE COLLECTING SEEDMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONiITROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILUZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE 1 COUNTY EROSION CONTROL INSPECTOR. SITIE 629 sea 810 629 BROWNS COVE 810 VICINITY MAP: NOT TO SCALE PHASE, -1 PARK IMPROVEMENTS PATRICIA ANN BYROM FOREST PRESERVE PARK County of Albemarle Department of Parks & Recreation 401 McIntire Road Charlottesville, Virgin0 ia 22902-4596 RFQ #: Preliminary Site Plan March 23, 2009 ANHOLD ASSOCIATES, PLC Site Design Landscape Architecture Land Planning 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434-882-3420 DANHOLDQHUGHES.NET S PLANNING DEPARTMENT ZONING DEPARTMENT INSPECTION DEPARTMENT SERVICE AUTHORITY ENGINEERING DEPARTMENT VIRGINIA DEPARTMENT OF TRANSPORTATION VIRGINIA HEALTH DEPARTMENT ARCHITECTURAL REVIEW BOARD FIRE OFFICIAL SITE PLAN APPROVALS SHEET INDEX S -I COVER SHEET S-2 MASTER PLAN LAYOUT PLAN S-3 SITE PLAN S-4 ROAD PROFILE DRAWN BY: DTA DESIGNED BY: DTA o p o DAVID T. ANHOLD CHECKED BY: DTA SHEET NO.: S -I iO CERTIFICATE No. v 000311 SHEET TITLE: LANDSCA48 COVER SHEET ARCHITECTS SEAL 8 SIGNATURE A ma., al Plillip y . SA { AW JAI - k,; LNWII--, I mid ACE kv.......... ng URPOI111-WRrY is a. a ° Y j a MASTER PLAN SCALE: 1"=80' qqR- _ \ -// ,_ w `\ \ \\\\ // _ 1 // ' / i/ i j \ \ \\ } 0I Q ® ', X b a qqb- ASPHALT v p y J -"-- /---- _J i I -.-_--moi \ ` . ` \ \ \\--'-'-- '- _ -- _._ qty• ` - \J \ \- Q -- \ V IQ y'• b I V INV IJ galq< J 9 \ i ( j^^l 1 11 \ 0 a Q n LAYOUT PLAN SCALE: I"=40' ANHOLD ASSOCIA TES LANDSCAPE ARCHITECTS SITE DESIGNERS AND PLANNERS 8.311 ROCXFISH GAP TRNPX, GREENWo00, VIRGINIA 22943 MOBILE: 434.882.3420 VoICE/FAX: 540.456.6422 DANHOLD@WGHES. NET Z O Qckt w w LLl U Lij Z a a 'O W (L o N cr_ w N H a Za, a w Qm0 ZQw W 0 Q J w cn www o Q6m wZQ J° QJ °o= a JOB No.: DATE: MARCH 23, 2009 REVISION: SCALE AS NOTED SHEET TITLE: MASTER PLAN AND LAYOUT PLAN SHEET No.: S-2 SHT. 2 OF 4 1055 1050 1045 1040 1035 1030 1025 1020 1015 n 1005 1000 995 985 Rip, AT N9 ssl ri y 150.00 PIPES Awl Q{> E i m Y4TH = 50.00 1055 1050 1045 1040 1035 1030 1025 1020 1015 1005 995 985 975 970 965 WE 955 c Z 955-- W— - - ---- - -- - 950 50 oW _ — Q+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+ 4+00 4+50 5+00 5+50 6+00 6 0+50 I+00 1+50 2+00 2+50 9 ANHOLD ASSOC/A TES LANDSCAPE ARCHITECTS SITE DESIGNERS AND PLANNERS 8311 RomisH GAP Timv w. GREENWOOD, VIRGIMA 22943 MOSIM 434.882.3420 VoicE/FAX: 540.456.6422 DANHOLDBH"HES. AFT JoB No.. Z O Q U uiz Q 0 CL LO W-1 O cV HO Z N W (V 37 a CL W WO W D O J O c W W- W X ~ FF- U O W Q It U DATE: MARCH 23, 2009 REVISION: SCALE HORIZ: 1"=50' VERT: 1"=5' SHEET TITLE: PRELIMINARY ROAD PROFIL SHEET NO.: S-4 SHT. 4 OF