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HomeMy WebLinkAboutSDP200900079 Plan - Approved 2010-01-14PROJECT 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 PROPOSED USE: PUBLIC PARK PROPERTY AREA: 213.923 ACRES MAGISTERIAL DISTRICT: WHITE HALL SITE IS LOCATED IN SO. FORK RIVANNA RIVER RESERVOIR 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, DAINHOLD@HUGHES.NET 5. TOPOGRAPHIC 8 PHYSICAL SURVEY THOMAS B. LINCOLN LAND SURVEYOR INC. 632 BERKMAR CIRCLE CHARLOTTESVILLE, VA 22901 (434-974-1776) AERIAL PHOTOGRAPHY 1/31/08 BY LOUISA AERIAL SURVEYS, INC. FINAL SURVEY PRODUCED 3/6/08 TOPOGRAPHY WAS VISUALLY FIELD VERIFIED BY ARCHITECT 7/15/09 6. PROJECT AREA IS NOT LOCATED IN 100 -YR. FLOODPLAIN. PROPERTY IS LOCATED IN ALB. CO. AND/OR CITY OF CHARLOTTESVILLE DRINKING WATER WATERSHED. 7. PROPERTY YARD SETBACKS FRONT. 75' SIDE. 25' REAR: 35' 8. PARKING SCHEDULE PHASE -1 PARKING REQUIRED: CARS = 29 TRUCK 8 TRAILER = 4 PHASE -I PARKING PROVIDED: CARS = 29 (INCLUDES 3 HC) TRUCK S TRAILER = 4 9. STRUCTURE SUMMARY PAVILION ROOF PEAK HEIGHT = 13' -5 - AREA INSIDE SUPPORT POSTS = 144 SQ. FT. VAULT TOILET ROOF PEAK HEIGHT = 10'-6" AREA = 114.5 SQ. FT. COUNTY ENGINEERING & GENERAL CONSTRUC770N 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 IS 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: I. 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. Rivanna Water & Sewer Authority (RWSA) General Water & 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 PRECONSTRUCTIDN CONFERENCE WITH RWSA IS REQUIRED PRIOR TO THE START OF WORK. 3) THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY 1-800-552-7001). 4) RWSA ENGINEER (MICHELLE SIMPSON AT (434) 977-2970 EXT. 202) MUST BE NOTIFIED THREE BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION. 5) ALL WORK IS SUBJECT TO THE INSPECTION AND ACCEPTANCE BY RWSA. NO TIE-INS TO THE EXISTING SYSTEM SHALL BE MADE WITHOUT COORDINATION WITH AND THE PRESENCE OF 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 FILLING SHALL BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. 9) NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN PERMISSION AND APPROVAL OF THE BLASTING PLAN FROM RWSA. GROUND MONITORING DURING 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 CONDITION AT NO ADDITIONAL COST TO THE OWNER. 10) IN ADDITION TO MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS, WHEN A CROSSING IS MADE UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE EXISTING PIPE. BACKFILLING THE AREA OF THE CROSSING WITH COMPACTED 57 STONE TO THE SPRINGLINE OF THE EXISTING PIPE WILL BE REQUIRED 10 NEW WATER MAIN INSTALLATIONS SHALL BE TESTED, CHLORINATED, FLUSHED AND WATER SAMPLES APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM. APPROVED METHODS OF FILLING AND FLUSHING NEW WATER MAINS WILL BE REQUIRED TO ELIMINATE ANY POSSIBLE CROSS -CONNECTION TO THE PUBLIC WATER SYSTEM. 12) ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE 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. SITE TABULATION: DESIGNED BY: DTA AREA: AC. PROPERTY AREA: 213.92 100% EXISTING SITE IMPERVIOUSNESS: 0 0.00% EXISTING SITE OPEN SPACE 213.92 100.00% NEW SITE IMPERVIOUS AREA: 1.37 0.64% NEW TOTAL OPEN SPACE: 212.55 99.36% SHEET INDEX S -I COVER SHEET S-2 MASTER DEVELOPMENT & DEMOLITION S-3 SITE PLAN AND DETAILS S-4 SITE PLAN AND LAYOUT PLAN S-5 ROAD PROFILE S-6 DRAINAGE DIVIDES S-7 DRAINAGE DIVIDES 81 STORM PROFILES S-8 STORM PROFILES & SITE DETAILS S-9 SITE DETAILS S-10 MITIGATION PLAN 8 DETAILS ES -I EROSION CONTROL PLAN ES -2 EROSION CONTROL DETAILS ALBEMARLE COUNTY STANDARD EROSION AND SEDIMENT CONTROL NOTES I. 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 IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THE PLANS, (INCLUDING, BUT NOT LIMITED 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 PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 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. 8. DURING DEWATERING OPERATIONS, WATER WILL BE 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 THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. Il. ALL WASTE MATERIAL SHALL BE TAKEN TO AIN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE Off ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 55.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTrED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL, OR WASTE ACTIVITY INVOLVIMG INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OfF TOOAM TO 9:00PM. 15. BORROW, FILL, OR WASTE ACTIVITY SHALL BEE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LANID AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLUDES, 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 FREQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BIUILDING, OR OTHER PORTION OF THE PROPERTY. I 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75LBS/ACRE, AND IN THE IMONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST OF A 50/50 MIX OF ANNUJAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSRST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLLET. STRAW MULCH 1S TO BE APPLIED AT 8OLBS/100SF. ALTERNATIVES ARE RUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME ASND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBSII000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT I80LLBS/ACRE AND CONSIST OF 95 % KENTUCKY 31 OR TALL FESCUE AND 0-5 % PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AIT 80LBS/I0OSF. ALTERNATIVES ARE SUBJECT TO APPROVAL BE THE COUNTY EROSIOPN CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES ARE TO BE INVSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO) STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. AL! L SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A G00)D STAND OF GRASS. SILT FENCE AND DIVERSION DIKES WHICH ARE COLLECTING SEEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY., 20. ALL TEMPORARY EROSION AND SEDIMENT COMTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILLIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THEE COUNTY EROSION CONTROL INSPECTOR. SIT E 629 624 810 629 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., 1p Virginia 22902-4596 Final Site Plan S -D -P-2009-21 September 21, 2009 December 7, 2009 - County Review Revisions ANHOLD ASSOCIATES, PLC Site Design Landscape Architecture Land Planning 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434-882-3420 DANHOLD@HUGHES.NET PLANNING DEPARWENT ZONING DEPARTMENT INSPECTION DEPARTMENT SERVICE AUTHORITY ENGINEERING DEPARTMENT VIRGINIA DEPARTUENT ,OF T VIRGINIA HEALTH DEPARTMENT 1-. . c.cvrW&c_ NSPORTATION ARCHITECTURAL REVIEW BOARD FIRE OFFICIAL SITE PLAN APPROVALS Z - Dt0 IP,L i n 0 12-1 O DAVID L ANHOLD F a CERTIFICATE No. v 000311 tiro-' Z4NDSCAY$ s4C0 ARCHITECTS SEAL & SIGNATURE DRAWN BY: DTA DESIGNED BY: DTA CHECKED BY: DTA SHEET NO.: SHEET TITLE: 9a COVER SHEET MASTER DEVELOPMENT PLAN e%^ AA r_ Iit—I^^I DEMOLITION AND STREAM BUFFER DISTURBANCE PLAN SCALE: V=$0' ANHOLD ASSOCIA TES LANDSCAPE ARCHITECTS SITE DESIGNERS AND PLANNERS 8311 ROCKFISH GAP TRNPK. GREENWOOD, VIRGINIA 22943 MOBILE: 434.882.3420 VOICE/FAX: 540.456.6422 DANHOLDOHUGHES. NET Z 0 Q a w U D Z a Nel O CLO) Q LL N O W N F- a za W 0 QmQ) 7 W o0 Jw QQr www UIIvQ -JZF- Fjo Q, a -4c) JOB No.: N' DAVID T. MHOLD F CERTIRCATE No. r 000311 ti t Nnsc Y$ DATE: 9-21-09 REVISION: 12-7-09 ALB. CO. CALE AS NOTED o SHEET TITLE: MASTER DEVEL. 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GREENWOoo, V1miw 22943 MOBILE: 434.882.3420 VoicE/FAX: 540.456.6422 DANHOLD@HUGHES.NET z 0 Q cr U W W Qz W v, IL LQ u N Z W N a 0.. < z W Qt zoo W O cr _j J Uwn W _ WWQQ v JQpmw1: ZQJ moo= Q Q Q -t U JOB No.: DAVID T. ANNOLD F G' Lh•N%'il a CERTIFICATE No. t A ft000311erip C~ 1 O _ iexDsc 4$_ DATE: 9-21-09 REVISION: LE AS NOTED If SHEET TITLE: SITE AND LAYOUT PLANS SHEET No.: S-4 SHT. 4 OF 12 ANHOLD T-- PPOPC 9-6-EEtYA116MA-iws-,, I 1055 a-- b6, I' 1055 - ASSOCIA TES VO4_DCEVVrU_P_L_fN_Er_ cx T 11--------------- LANDSCAPE ARCHITECTS 6------------------------ Co 1_0 1I .S-.----------- 0 C, ZL _04 C; ... cl) 21 S I 0 rl Q_ 0 W'------ " CIN Q. 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Ll 11 - ; it , A ... i POST -DEVELOPMENT DRAINAGE DIVIDES SCALE: I"=100' 970 970 1055 965 1055 965 985 1050 960 1050 960 PROPOSI D GRAD FIT i 1045 955 EXIST NG GRAL E 955 1 70 % EV=980. 9' 980 SCALE: VERT: 1'=5' HORIZ: I'=50' U) 1025 ov u III o o '014 w Z w z 0+00 0+50 1+00 1060 1060 1055 1055 1040 985 1050 985 1050 PROP SED GRA DE EXIS NG GRALE, PROP ED GRA E i i 1045 EXIST NG GRAL E 3.57 % 980E EV=980. 9' 980 1025 PROPD ED GRA E 1025 w 2 2 0+00 0+50 1+00 EXISTING G DE YR HIGH WATER i 975 E EV=975. 8' 975 1020 1020 YR.wlaw WATER E EV=972. 5' i 970 970 1015 0 1015 1040 5.38% 00 n o Ezz SO - C.50 0 965 VERT: 1'=5' HORIZ: 1'=50' 965 SCALE: 0h o VERT: P=5' HORIZ: 1'=50' n o 10 0+00 0+50 1+00 1+50 ti a SCALE: o -. VERT. )'=5' HORIZ. 1'=50' w Z w ? 0+00 0+50 1+00 1060 1060 1055 1055 10401030 1050 1030 1050 ED GRA EXIS NG GRALE, PROP ED GRA E i i 1045 EXIST NG GRAL E 3.57 % SCALE: VERT. I'=5' HORIZ: 1'=50' 1025 PROPD ED GRA E 1025 w 2 2 0+00 0+50 1+00 i 103010201020 4.00% IS 119026 0ff88% 1025 1025 1015 0 1015 1040 0 00 n o Ezz SO - C.50 0 VERT: 1'=5' HORIZ: 1'=50' GP u' Z SCALE: o - o VERT: P=5' HORIZ: 1'=50' Z w ? 0+00 0+50 1+00 1+50 1060 1060 1055 1055 1040 11040 1050 EXIS ING GRA E 1050 ED GRA EXIS NG GRALE, PROP ED GRA E i i 1045 1045 3.57 % 1035 SCALE: VERT. I'=5' HORIZ: 1'=50' 0 o a` w 2 2 0+00 0+50 1+00 STORMWATER CULVERT PROFILES SCALE: AS NOTED ANHOLD ASSOC/A TES LANDSCAPE ARCHITECTS SITE DESIGNERS AND PLANNERS 8311 ROCKFISH GAP TRNPK. GREENWOOD, VIRGINIA 22943 MOBILE.• 434.882.3420 V o l CE/FA x: 540.456.6422 DANHOLMHUGHES.NET Z O W It LL1 U ry W 0 Z Q LLJ LJLJ L ~ CL L0 Q o NQ)p zQr0, W NQ, F Q a z o (- 9_ Q m z Q WZv5OJ W O> Q www Uj vQ IzF- ui O Qpm woof ZQ,.1 Jo= Q Q -4L) JOB No.: 12-7.0q DAVID T. ANHOLD Fs CERTIFICATE No. v r 000311 fBO _ LIIITDSCAY$_ DATE: 9-21-09 REVISION: 12-7-09 ALB. CO. p4S NOTED SHEET TITLE: DRAINAGE DIVIDES AND STRM. PROFILES SHEET NO.: S-7 SHT. 7 OF 12 1040 11040 1055 XISTING GRADE / EXIS NG GRALE, PROP ED GRA E i i PROPOSED GR DE 1035 1035 i 1030 1030 5 LF - IS' HDPE 4.00% 1025 1025 0 1040 o 00 n o Ezz SCALE: 0 VERT: 1'=5' HORIZ: 1'=50' GP u' Z 0+00 0+50 1+00 1+50 ANHOLD ASSOC/A TES LANDSCAPE ARCHITECTS SITE DESIGNERS AND PLANNERS 8311 ROCKFISH GAP TRNPK. GREENWOOD, VIRGINIA 22943 MOBILE.• 434.882.3420 V o l CE/FA x: 540.456.6422 DANHOLMHUGHES.NET Z O W It LL1 U ry W 0 Z Q LLJ LJLJ L ~ CL L0 Q o NQ)p zQr0, W NQ, F Q a z o (- 9_ Q m z Q WZv5OJ W O> Q www Uj vQ IzF- ui O Qpm woof ZQ,.1 Jo= Q Q -4L) JOB No.: 12-7.0q DAVID T. ANHOLD Fs CERTIFICATE No. v r 000311 fBO _ LIIITDSCAY$_ DATE: 9-21-09 REVISION: 12-7-09 ALB. CO. p4S NOTED SHEET TITLE: DRAINAGE DIVIDES AND STRM. PROFILES SHEET NO.: S-7 SHT. 7 OF 12 1055 1055 XISTING GRADE / PROP ED GRA E i i 1050 1050 i 1045 1045 1 6LF - l8 HDPE @ 3.42 % 1040 1040 00 0 u SCALE. o VERT: 1'=5' HORIZ: 1'=50' 0+00 0+50 1+00 1+50 ANHOLD ASSOC/A TES LANDSCAPE ARCHITECTS SITE DESIGNERS AND PLANNERS 8311 ROCKFISH GAP TRNPK. GREENWOOD, VIRGINIA 22943 MOBILE.• 434.882.3420 VolCE/FA x: 540.456.6422 DANHOLMHUGHES.NET Z O W It LL1 U ry W 0 Z Q LLJ LJLJ L ~ CL L0 Q o NQ)p zQr0, W NQ, F Q a z o (- 9_ Q m z Q WZv5OJ W O> Q www Uj vQ IzF- ui O Qpm woof ZQ,.1 Jo= Q Q -4L) JOB No.: 12-7.0q DAVID T. ANHOLD Fs CERTIFICATE No. v r 000311 fBO _ LIIITDSCAY$_ DATE: 9-21-09 REVISION: 12-7-09 ALB. CO. p4S NOTED SHEET TITLE: DRAINAGE DIVIDES AND STRM. PROFILES SHEET NO.: S-7 SHT. 7 OF 12 1055 TYPE 1055 DEPTH LENGTH INVERT 1065 1050 1065 1050 GRAL E PROPOSED GRAEPROPOSEDGfiDE 1060 1045 1060 1045 EXISTI GRADE GRADE 5 L - I HDPE1LF - /81 HDPE 1040 2.78 % 1040 HDPE 0 15.04 958.75 1.70% SCALE, VERT. HORIZ: I "=50' SCALE: VERT: /'=5' HORIZ: 1'=50' O N N O W 2 Z LLI tu 0+00 0+50 1+00 1070 TYPE 1070 DEPTH LENGTH INVERT 1065 PIPE 1065 PROPOSED GRAL E PROPOSED GRAE PIPE 1060 FEET 1060 OUT EXI ING GRADE 5 L - I HDPE 1055 5 T%- 1055 26.6 LF -54" HDPE 0 15.04 958.75 1.70% SCALE, VERT. HORIZ: I "=50' O O 4 O N N O W 2 Z 0+00 0+50 1+00 STORMWATER CULVERT PROFILES SCALE: AS NOTED 1060 TYPE 1060 DEPTH LENGTH INVERT 1055 PIPE 1055 OUTLET XISTING GRADE PROPOSED GRAE PIPE 1050 FEET 1050 OUT SLOPE OUTLET 5 L - I HDPE 10451045 5 T%- 1045 44 959.50 958.75 1.70% SCALE VERT: 1'=5' HORIZ: 1"--50- j 0 4 o -= O u w ? Ru 2 0+00 0+50 1+00 STORMWATER UTILITY SUMMARY STORMWATER CONVEYENCE CHANNEL SUMMARY SCC TYPE TOP WIDTH DEPTH LENGTH INVERT INVERT PIPE INLET/ OUTLET FROM TO PIPE 6 FEET IN OUT SLOPE OUTLET PROTECTION 2 1 2 -18" HDPE 44 959.50 958.75 1.70% EW -6 10', EC -1, CLASS -1 4 3 2-72" HDPE 65 971.00 967.50 5.38% EW -7 30', TYPE 1 STONE 6 5 15" HDPE 90.2 1022.00 1018.50 3.88% EW -1 8', EC -1, CLASS -1 8 7 15" HDPE 75 1033.00 1030.00 4.00% EW -1 6', EC -1, CLASS -1 10 9 15" HDPE 28 1050.00 1049.00 3.57% EW -1 6', EC -1, CLASS -1 12 11 18" HDPE 146 1049.00 1044.00 3.42% EW -1 8', EC -1, CLASS -1 14 13 18" HDPE 18 1046.50 1046.00 2.78% EW -1 6', EC -1, CLASS -1 16 15 18" HDPE 35 1051.50 1051.00 1.43% EW -1 6, EC -1, CLASS -1 18 17 54" HDPE 26.6 1062.00 1058.00 15.04% EW -2 12', CLASS -III STONE 20 MH -1 19 15" HDPE 39 990.00 988.00 5.13% EW -1 6', EC -1, CLASS -1 STORMWATER CONVEYENCE CHANNEL SUMMARY SCC TYPE TOP WIDTH DEPTH LENGTH FT. AVG. SLOPE Q2 CFS Q2 VELOCITY FPS 010 CFS Q10 VELOCITY FPS WIDTH AND LINING - 1 VEE 6 1 80 15.0% 1.16 6.46 7.69 10.38 2', CLASS -1 STONE 2 VEE 6 1 36 13.0% 0.02 1.45 0.23 2.87 4', VDOT EC -2 3 VEE 6 1 22 20.0% 0.02 2.49 0.20 4.29 4', VDOT EC -2 4 VEE 6 1.25 696 11.0% 1.88 6.58 8.93 9.70 2', CLASS -1 STONE 5 VEE 6 1 24 33.0% 1.50 9.19 3.25 11.15 2', CLASS -1 STONE 6 VEE 6 1 235 10.0% 3.58 5.75 8.26 7.09 3', CLASS -1 STONE 7 VEE 6 1 65 22.0% 2.34 8.42 8.91 11.62 2', CLASS -1 STONE 8 VEE 6 1.5 56 0.9% 0.75 2.10 4.17 3.23 2', CLASS -1 STONE 9 VEE 6 1 40 6.0% 0.75 4.06 4.17 6.23 2', CLASS -1 STONE 10 VEE 6 1 55 1.8% 1.14 2.84 7.56 4.55 2', CLASS -1 STONE STORMWATER UTILITY AND CHANNEL SUMMARIES EW-1,IAPC H L I SEE DETAIL A 9' A- H D mmI J_ ( FRONT ELEVATION A --I •4 BARS e) s" SEE DETAIL a C -C EACH WAY„ EACH FACE. NOTES: I. CONCRETE TO BE 4000 PSI MINIMUM COMPRESSIVE STRENGTH. 2. IF PIPE IS TO BE SKEWED THE OPENING WILL BE ADJUSTED TO ACCOMDMO - SECTION A -A w4 BARS a 12" C -C EACH WAY EACH FACE. FLOW A ANGLES UP TO 45•. PIPE I.D. 3. REINFORCING STEEL IN ACCORDANCE WITH ASTM A-615 (REINFORCING BARS). T S 4. PIPE OPENINGS IN PRECAST DRAINAGE UNITS SHALL NOT EXCEED 4 INCHES AT L 211 SLOPE ANY GIVEN POINT BETWEEN THE PIPE AND THE PRECAST UNIT. DIAMETER OF PIPE CULVERT S. DIMENSIONS SHOWN ARE MINIMUM. ACTUAL MEASUREMENTS MAY VARY WITH 61-0111 8 MANJFACTURER'S TOLERANCE. n 21" OR 24" 27" OR 30" 6. IN NO CASE SHALL TOP OF ENDWALL PROJECT ABOVE FILL SLOPE, OR SHOULDER. b 2'-4" 2'-7" 2'-9" 3' 1" 3'-3" 7. HEAIWALL TO BE BEVELED IN ALL AREAS EXCEPT WHERE A CONFLICT WITH 3'-2"• 3'-10" 5'-0" mb23" INVERT OR WINGWALL OCCUR. T 12'-1" 8. BEVL EDGE IS REQUIRED ON THE HEADWALL AT THE INLET END OF THE CULVERT. SHAPE TO BE WOR2'-3" HEADWALL AT OUTLET END MAY BE EITHER SQUARE EDGE OR BEVELED. EEVL11ERD WITH ° BEVELED 9. Y4' CHAMFER MAY BE PROVIDED ON ALL EDGES AT MANUFACTURER'S OPTION, SECTION A -A DETAIL A EW -IPC DO NO' BEVEL INVERT DETAIL B EW-1APC I PIPE I.D. ENDWALL FOR CIRCULAR PIPE T S L 1'/=+1 SLOPE L 211 SLOPE b DIAMETER OF PIPE CULVERT IN. 3S 61-0111 8 x 14" 300" x 19" 34" x 22" 35" x 24" 42" x 27" 45" x 29" 49" x 32" 21" OR 24" 27" OR 30" 6,-0" 1'-10" 2'-4" 2'-7" 2'-9" 3' 1" 3'-3" 2'-6" 3'-2"• 3'-10" 5'-0" mb23" 5'-5" NO' 15"1B" 12'-1" 8--0"8'-0"10'-0") 0--5 0'-4 WOR2'-3" 1 i 0'-2" 0'-2 -- 0'-31 ' SECTION A -A CO' -211." 0' 2 4" 0' 3" 0' 31/t" 0' 3 i' T-11/4" 0'-1V" 0'-2" 0' 2V' 1• FOR I MLLTPLE LINE INSTALLATIONS DIMENSION S IS TO GOVERN THE PROTECTION orTHE CHANNEL WIDTH (W). DO NO' BEVEL INVERT DETAIL B EW-1APC I PRECAST ENDWALL FOR PIPE CULVERTS SPECIFICATION REFERENCE 12"-36" CIRCULAR AND 23"x14"-53"04" ELLIPTICAL PIPES 105 101.02 VIRGINIA DEPARTMENT OF TRANSPPORTATION 302 EW -1, ENDWALL - NOT TO SCALE 4'-0" L VARIES 4 all 2,0.1 A --9 -j T` " I S I f A ---*J CONCRETE INSERTS MIN. PER SIDE. MAX SPACING SOL S3011, IiI i 30' CO CRETE INSERTS k 4 LAC BOLTS PLAN----_- T SHAPE TO BE BEVELED WITH MORTAR ° rt b . b - -- I ' V SHAPE TOWH H DETAIL A MORTAR DETAIL B i. T --I FOR CONCRETE OR CORRUGATED METAL PIPE PIPE I.D. ENDWALL FOR ELLIPTICAL PIPE T S L 1'/=+1 SLOPE L 211 SLOPE b SIZE OF ELLIPTICAL. PIPE CULVERT (SPAN x RISE) IN. 3S 61-0111 8 x 14" 300" x 19" 34" x 22" 35" x 24" 42" x 27" 45" x 29" 49" x 32" 53" x 34" 6,-0" 1'-10" 2'-4" 2'-7" 2'-9" 3' 1" 3'-3" 3'-6" 3'-8" mb23" 5'-5" 7--2" 8' 8" 9'-2" 10'-2" 10'-11" 12'-1" 12'-11" 0--5 0'-4 0'-2V," CO' /i' 0' 31 0,_4xp._4y2„ O' -4Y4" 0'-5" 0'-5V¢„ 0'-2" SECTION A -A CO' -211." 0' 2 4" 0' 3" 0' 31/t" 0' 3 i' 0' 4" 0'-4V„ PRECAST ENDWALL FOR PIPE CULVERTS SPECIFICATION REFERENCE 12"-36" CIRCULAR AND 23"x14"-53"04" ELLIPTICAL PIPES 105 101.02 VIRGINIA DEPARTMENT OF TRANSPPORTATION 302 EW -1, ENDWALL - NOT TO SCALE 4'-0" L VARIES 4 all 2,0.1 A --9 -j T` " I S I f A ---*J CONCRETE INSERTS MIN. PER SIDE. MAX SPACING SOL S3011, IiI i 30' CO CRETE INSERTS k 4 LAC BOLTS PLAN----_- T SHAPE TO BE BEVELED WITH MORTAR ° rt b . b - -- I ' V SHAPE TOWHH DETAIL A MORTAR DETAIL B i. T --I FOR CONCRETE OR CORRUGATED METAL PIPE PIPE I.D. H T S L 1'/=+1 SLOPE L 211 SLOPE b 42" IN. 3S 61-0111 8 8'-8" 0'-4' - 48., 6,-0" 7,-6., q. - IO" 0._5., 0._4., 54" 5'-V' 8'-4 Ii'- " 0--5 0'-4 60" 7'-0" 8" 9'-3" SECTION A -A STRUCTURE 17--10" MIN. 3S a--S MIN. Wx S MINK 1• FOR I MLLTPLE LINE INSTALLATIONS DIMENSION S IS TO GOVERN THE PROTECTION orTHE CHANNEL WIDTH (W). Tm 72" B'-2" 1P-0" 1 14'-5 0'-7" '-5 8'- 11'-0" CULVIVERT. 5MM ' TYPICAL SECTION SHOWN ON PLANS OR FOR SIDESLOPE, BOTTOM WIDTH AND DEPTH GEOTEXTILE F AERIC OF CICHNNEL, MATCH EXISTING DITCH OR NATURAL GROUND. SECTION B -B EC -1 MIN.OEPTH D" CLASS I 2 - CLASS I 3' Pir.r A STONE FOR EROSaION CONTROL 1 -8 0 0'-T' 0' lyi NOTES: 1. CONCRETE TO BE 4000 PSI MINIMUM COMPRESSIVE STRENGTH. 2. N' PIPE IS TO BE SKEWED, THE OPENING WILL BE ADJUSTED TO ACCOMMODATE ANGLES UP TO 15'. 3. REINFORCING STEEL N ACCORDANCE WITH ASTM A-615 REINFORCING BARS). H 4. PIPE OPENINGS N PRECAST DRAINAGE UNITS SHALL NOT EXCEED 4 INCHES AT ANY GIVEN POINT BETWEEN THE PIPE AND THE PRECAST UNIT. 5. DIMENSIONS SHOWN ARE MINIMUM. ACTUAL MEASUREMENTS MAY VARY WITH MANUFACTURER'S TOLERANCES. 8' 8. IN NO CASE SHALL TOP OF ENDWALL PROTRUDE ABOVE FILL SLOPE OR SHOULDER. 7. HEADWALL TO BE BEVELED IN ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT OR WINGWALL OCCUR. 8. BEVEL EDGE AS REQUIRED ON THE HEADWALL AT THE INLET END OF THE CULVERT (WHERE THE FLOW ENTERS THE CULVERT). 9. HEADWALL AT THE OUTLET END OF THE CULVERT MAY BE EITHER SQUARE EDGE OR BEVEL EDGE. 10. CHAMFER MAY BE PROVIDED ON ALL EDGES ATiWUFACTURER'S OPTION. gAR x EACHR SWE H FACE 8 SEE DETAIL A COfICRETE INSERTSrij'4' LAG BOLTS CONCRETE INSERTS ti i' LAG BOLTS W ELEVATION 4 - FILO _ SEE DETAIL 8 ID I IBE2'-0" H'•- SECTION A -A PRECAST ENDWALLS FOR MUJLTIPLE PIPE CULVERTS 42"-96" PIPE 105 101.18 VIRGINIA DEPARTMENT OF T TRANSPORTATION 302 EW -7, ENDWALL - NOT TO SCALE DETAIL 1 B DETAIL 2 B DETAIL 3 B EG -1 SIN. S MIN. A - S IN. A _ j+- IS S I ^MIN. 3S IN. 3S MIN. 3S SIMSMIN, J S IN. B 3H 3H B I B 3H H. 1 1 H if 11 FGABRIC T ILE 9" T I e„ FABRIC TILE T FABRIC FEBRICTILE • W 7 SIDE VIEW Tl L T SECTION A -A SECTIONN A -A SECTION A -A STRUCTURE NOTES: MIN. 3S a--S MIN. Wx S MINK 1• FOR I MLLTPLE LINE INSTALLATIONS DIMENSION S IS TO GOVERN THE PROTECTION orTHE CHANNEL WIDTH (W). Tm 2. ON AANY SECONDARY ROADS INSTALLATION REQUIRING EROSION CONTROL STONE WHER:RE NO ENDWALL OR ENDSECTION IS SPECIFIED ON PLANS, CONSTRUCTION IS TO BBE N ACCORDANCE WITH DETAIL 2 SHOWN ABOVE. DDX I 1-- 302 3• GEOT)TEXTLE FABRIC TO BE INSTALLED UNDER ALL EROSION CONTROL STONE IN ACCOORWNCE WITH THE SPECIFICATIONS. g•` 4• S - L DIAIETER OF CIRCULAR CULVERT OR SPAN FOR BOX, ELLIPTICAL OR ARCH CULVERT. H • I DIAMETER OF CIRCULAR CULVERT OR RISE/HEIGHT FOR BOX, ELLIPTICA. OR ARCH CULVIVERT. 5MM ' TYPICAL SECTION SHOWN ON PLANS OR FOR SIDESLOPE, BOTTOM WIDTH AND DEPTH GEOTEXTILE F AERIC OF CICHNNEL, MATCH EXISTING DITCH OR NATURAL GROUND. SECTION B -B EC -1 MIN.OEPTH D" CLASS I 2 - CLASS I 3' SPEOf1CATION A STONE FOR EROSaION CONTROL 303 414 VIRGINIA DEPARTMENT OF TRANSPORTATION 114.01 EC -1, STONE FOR EROSION CONTROL - NOT TO SCALE SHAPE TO BE I BEVELED WITH MORTAR " I I b DETAIL A 2 I I DO NOTBEVEL 2#4 DEFORMED V INVERT CRACK CONTROL I - OARS P e 30' P g DETAIL Ba PLAN ° 2 N4 DEFORMED CRACK CONTROL BARS - ST'D. EW -2 ST'D EW -2A m 3" rat2,: SECTION A -A EW -2,2A NOTES: 1. FOR TABLE OF DIMENSIONS AND VOLUMES FOR CIRCULAR PIPES (STANDARD EW -2) SEE SHEET 2 OF 3. 2. FOR TABLE OF DIMENSIONS AND VOLUMES FOR ELLIPTICAL PIPES (STANDARD EW -2N SEE SHEET 3 OF 3. 3. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 4. ON SHALLOW FILLS, WHERE ENDWALLS ARE V OR LESS BELOW SHOULDER LINE, THE TOP OF THE ENDWALL SHALL BE CONSTRUCTED PARALLEL TO THE GRADE OF ROAD. 5. ALL CAST IN PLACE CONCRETETO BE CLASS Al FOR PRECAST SEE SHEETS 101.06 AND 101.07. 6. IN NO CASE SHALL TOP OF ENDWALL PROJECT ABOVE FILL SLOPE, DITCH SLOPE, OR SHOULDER. 7. THIS STANDARD TO BE USED WITH STRAIGHT CROSSINGS AND SKEW ANGLES TO 15'. S. COST OF BARS FOR CRACK CONTROL TO BE INCLUDED IN PRICE PER BID PER CUBIC YARD CONCRETE. 9. HEADWALL TO BE BEVELED IN ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT AND WINGWALLS OCCUR. 10. BEVEL EDGE IS REQUIRED ON THE HEADWALL AT THE INLET END OF THE CULVERT (WHERE THE FLOW ENTERS THE CULVERT). HEADWALL AT THE OUTLET END OF THE CULVERT MAY BE EITHER SQUARE EDGE OR BEVEL EDGE. 11.( CHAMFER MAY BE PROVIDED ON ALL EDGES AT ANUFACTURER'S OPTION. 1_i 1 I I I I 1 I I I I I 1--tel_r SEE DETAIL B END ELEVATION SIDE ELEVATION SHEET 1 OF 3 SPECIFICATION REFERENCE STANDARD ENDWALL FOR PIPE CULVERTS 1D5 302 42"-96" CIRCULAR AND 60"x38" -106"x68" ELLIPTICAL PIPES VIRGINIA DEPARTMENT OF TRANSPORTATION 101.03 EW -2, ENDWALL - NOT TO SCALE SWM -1-1 I PLAN VIEW NOTES: 1. COST OF TRASH RACK AND DEBRIS RAW( ARE TO BE INCLUDED IN THE PRICE BID FOR THE STORMWATER MJWAOEMENT DRAINAGE STRUCTURE. 2. I OFSTRUCTUREFOR DETAILS ONCAST N CAST INSTRUCCTTU.RE.. E SHEET 3. WEEP HOLES SHALL NOT BE PROVIDED. ANY LIFT HOLES SHALL BE PLUGGED. 4. STEPS ARE TO BE PROVIDED WHEN HEIGHT OF STRUCTURE IS 4--0-- OR GREATERSEE55Ti, INVERT OF OUTLET PIPE. FOR STEP DETAILSSTANDA 5. SEE STANDARD SWM -DR FOR DETAILS ON PLATE, DEBRIS RACK AND TRASH RACK, 8. MARK HVr OF STRUCTURE IN BLACK WITH 4" HIGH NUMERALS ANO 1" WIDE HORIZONTAL STIEIPES AT iti INTERVALS FROM INVERT OF WATER QUALITY ORIFICE (ALL VISIBLE SIDES% 7. THE PERMANENT STORMWATER MANAOEMEI(T DRAINAGES TORE, STANDARD SWM -1 MAY BE MODIFIED W THE STORMWA R MANAGEMENT BASIN IS TO BE USED AS A TEMPORARY SEOMNT BASIN ATDET AILSTM( DNtD SWM -DR. T l OF 5WOTTEARV 8. THE SIZE OF THE WATER QUALITY ORM SHALL BESPECIFEO ON THEPLANS. ADDITIONAL OPENINGS IN THE STORMWATER MMIAOEMENT DRAINAGE STRUCTURE TO BE PROVIDED WHEN SPECIFIED ON THE PLANS. i- TRASH RACK 3 I' 3 MT I I NOTE 6 I I SEE NOTE 6AL VARIABLE PPLLAE . 2 j+- IS 1 1 TYPICAL ROUID OR DEBRISRACK BOTTOM OF STORMWATER . • WATER OUALITY qAyT (SQUARE01t MANAGEMENT BASH i 1 ORIFICE SEE NOTE 8 6" MN2„ OWNING THROUGH THE WALL J EDGE AND END JOINTS TO4JOINTBEOVERLAPPED2" MIMMUM. INA I. - - 81 CABS A-3 CONCRETE TO BE USED TO FILL SWM DRAINAGE FRONT VIEW SIDE VIEW SOUTLETTRUCTUIEPIPE.To INVERT OF (DEBRIS RACK NOT MOWN) xv=r PRECAST STORMWATER MANAGEMENT DRAINAGE SPEICATION ROAD MID BRIDGE STANDARDS STRUCTURE 105SHEET2OF3REVISIONDATE302 114.02 VIRGINIA DEPARTMENT OF TRANSPORTATION STORMWATER MANAGEMENT DRAINAGE STRUCTURE (SWM -1) - NOT TO SCALE EC -2 1 1 1 1 1 I CENTER I I 1 I I I I 1 1 1 1 R I I I 1 I 1 I I I I I I I I I 1 1 I 1 t I 1 I 1 I I I 1 i I 1 1 1 1 I 1 ' 1 1 1 I I VARIABLE ARI LEVARIABLE- CENTER ROW MAY BE ELIMINATED WHEN SLOPE LESS THIN 411 j+- IS 5' MAX. 411 OR FLATTER OTERMINAL3' MAX. STEEPER THAN 4 1 EDGE AND END JOINTS TO4JOINTBEOVERLAPPED2" MIMMUM. COMBINE THIRD ROW OF STAPLES FROM EACH STRIP N LAP WITH ALTERNATE SPACING. 1+- 9" MAX. EC -2. SOIL RETENTION MAT - NOT TO SCALE IAICHOR SLOT TAMP SOIL FIRML ANHOLD ASSOCIA TES LANDSCAPE ARCHITECTS SITE DESIGNERS AND PLANNERS 8311 ROCKFISH GAP TRNPK. GREENWOOD, VIRGIAMA 22943 MOsILE.434.882.3420 Vo CE/FAx: 540.456.6422 DANHOLDRRHUGHES. NET Z O Q W Ih W U W LLj Z Lu Q Q W~ IZ Lc) Lu Q o NO z 0, U, W N F- Q O < z 11-- W L z5 OQF- 0 uw v o J LLJ O x J QJ uwi> W cr W LLJQ IX z HW Do Qpm LLJ m7 - QZQ-I moo= Q. Q < -4 U JOB No.: DAVID T. ANHOLD CERTIFICATE No. f 000311 r G _ d111DSCAYB_s DATE: 9-21-09 REVISION: I • p I"=40' SHEET TITLE: STRM. PROFILES AND DETAILS SHEET NO.: S-8 SHT. 8 OF 12 14'=8" 9 8' SQ. 104 104 I I N ALUM. DRIP EDGE, 68„ I I 9;' CONTINUOUS 34 104 1078" CONSTRUCTED BEAM. FILL SOLID AT CORNERS, JOIN AT 45 DEGREES. 878' PRESSURE TREATED BRACE, TYPICAL 8"X8' PRESSURE TREATED POST, TYPICAL. 34 4' CONCRETE PAVEMENT, SIMPSON GALV. POST SEE DETAIL. ANCHOR WITH 5/8" BOLTS. 2'-8„ D MODEL CB88 OR APPROVED D D EQUALCONCRETEFOOTER, SEE D FRAMING PLAN FOR D LAYOUT. D I'-42" 12' 2' SECTION 8" SQ. ROOF FRAMING PAVILION DETAIL -SCALE: I/2"=1'-0" GN END RAFTERS WITH iT CENTERLINES, TYPICAL. 8" PRESSURE TREATED STS, TYPICAL. IGN RAFTER WITH POST NTERLINE X8' CONSTRUCTED BEAM. OVIDE SOLID BLOCKING AT RNERS AND JOIN AT 45 GREES. GE OF ROOF SHEATHING POST FOOTER LAYOUT, TYPICAL S. F FINISHED GRADE 6.0" VDOT #21-A\ 2.MIN BASE MATERIAL 0" 8M-25 ROAD SUBGRLADE WITH INTERMEDIATE ASPHALT 95 % COMPACTION NOTE: I. ACTUAL PROPOSED DITCH AND FILL. CONDTIONS MAY VARY. SEE GRADING PLAN FOR EXACT CONDITIONS. TYPICAL ROAD SECTION - NOT TO SCALE YF FRONT ELEVATION 4 u r I I f 1 I I I I I it I I I II T__- _- FLOOR PLAN I I 1 1 1 UI PAVILION DOES NOT HAVE FIBERGLASS SHINGLES ON 30# rO l 01 CEILING AND IS OPEN TO TO FELT ON 5/8' OSB BOARD ON RAFTERS AND PINE SHEATHING. 314"X6' PINE BOARDS. 7.00 SHOULDER 10.00' 10.00' 4.00' 4.00' AT GUARDRAIL LANE WIDTH LANE WIDTH SHOULDER MIN. I 2'X8' MIDDLE RAFTER 2 GUARDRAIL, SEE PLANS 1.5" SM -9.5A e' 2 GR FOR LOCATION SURFACE ASPHALT I 4'-78" i 2X8' RAFTERS, I I j j I SHOWN BEHIND 1I2":I`_0• SLOPE 1/4":I'-0" SLOPE I 1/4":I'-0" SLOPE 1/2":I'-0" SLOPE 104 104 I I N ALUM. DRIP EDGE, 68„ I I 9;' CONTINUOUS 34 104 1078" CONSTRUCTED BEAM. FILL SOLID AT CORNERS, JOIN AT 45 DEGREES. 878' PRESSURE TREATED BRACE, TYPICAL 8"X8' PRESSURE TREATED POST, TYPICAL. 34 4' CONCRETE PAVEMENT, SIMPSON GALV. POST SEE DETAIL. ANCHOR WITH 5/8" BOLTS. 2'-8„ D MODEL CB88 OR APPROVED D D EQUALCONCRETEFOOTER, SEE D FRAMING PLAN FOR D LAYOUT. D I'-42" 12' 2' SECTION 8" SQ. ROOF FRAMING PAVILION DETAIL -SCALE: I/2"=1'-0" GN END RAFTERS WITH iT CENTERLINES, TYPICAL. 8" PRESSURE TREATED STS, TYPICAL. IGN RAFTER WITH POST NTERLINE X8' CONSTRUCTED BEAM. OVIDE SOLID BLOCKING AT RNERS AND JOIN AT 45 GREES. GE OF ROOF SHEATHING POST FOOTER LAYOUT, TYPICAL S. F FINISHED GRADE 6.0" VDOT #21-A\ 2.MIN BASE MATERIAL 0" 8M-25 ROAD SUBGRLADE WITH INTERMEDIATE ASPHALT 95 % COMPACTION NOTE: I. ACTUAL PROPOSED DITCH AND FILL. CONDTIONS MAY VARY. SEE GRADING PLAN FOR EXACT CONDITIONS. TYPICAL ROAD SECTION - NOT TO SCALE YF FRONT ELEVATION 4 u r I I f 1 I I I I I it I I I II T__- _- FLOOR PLAN I I NOT TO SCALE RADIUS TI/2' ,Q •" 15" .'a • SURFI 18" MIN .d • •e MAX. I a 11I j ° ,•a ,'a BASEREFERDICESPECF,CATgI! 105 502 a SEE '. NOTE 4 .'o • .'d '.• , 2. CONCRETE TO BE CLASS A.3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET, OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" 15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRI OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN NO ADJL IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR A INCREASE IN DEPTH, 5. THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN AND SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED REAR ELEVATION T I I VAULT TOILET DETAIL SIDE ELEVATION SURFACE BASE SUBBASE ANHOLD ASSOC/A TES LANDSCAPE ARCHITECTS SITE DESIGNERS AND PLANNERS 83/1 ROCKFISH GAP TRNPK. GREENWOOD, VIRGINIA 22943 MOBILE 434.882.3420 VOICE/FAx: 54 0.4 56.6422 DANHOLDIP NOTES 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE 4„ [—, 2 STANDARD CG -3 IS REQUIRED. STANDARD 6" CURB VIRGINIA DEPARTMENT OOF TRANSPORTATION CG -2, CONCRETE CURB -NOT TO SCALE tRV' Ll- Uj W a/ l.l aw W Q Awa sU~irn 3 g g o 0 I9 lit EX !_`Own.- SUB—GRADE, COMPACTED ®959. TYPICAL GRAVEL TRAIL SECTION -NOT TO SCALE 2 MIN. SHOULDER 4"—VDOT 21—A GRAVEL, COMPACTED 0 959. Of OR -2,2A BLOCKOUT FOR CONCRETE POST POST MAY BE HOT ROLLED OR WELDED. TO BE CUT TO FIT POST SHAPE TO PREVENT BI.00KOUT FROM ROTATING. DIMENSIONS SHOWN IN }' + — PMENTHESIS INDICATE ['M- HUGHES.NET FINISHED GRADE, SEE VARlES PLANS FOR PROPOSED MIN. CONDITIONS SHOULDER 2"—VDOT NO. 10, STONE DUST, COMPACTED ®95X I y ...__.-._ ------------ DRILL ACCEPTABLE Y4' DRILL -- TOLERANCES. W, all 8"x 8"xt'-2" TREATED 8"x8"xt'-2" PINE BLOCK OR TREATED PINE RECYCLED MATERIAL. BLOCK OR 1 ' MATERIAL 9OLT LES 4 0GA 4 DEFORMED < BLOCKOUT FOR MAINTENANCE8"xe"x1'-2" REINFORCED BARS it c'y I N TREATED PINE 4" LESS THAN REPAIR ONLY RECYCLED — HEIGHT OF POST MATERIAL LESS THAN 1'-0" II 6"x8"x1'-2" HOLES TO BE STIRRUPS IRE gj II ® LT gLOCKEOR PINE NE oCI\ST IN POST LAPPED 10" IIBACK-UP RECYCLED w STRONG CHAMFER V l(RI ESGS" PLATE II 41 7'-0'• TO 8'-0" POSTMATERIAL ON TOP TO 1'-0" C -C o AT NON II SPECIFIC POST GUARDRAIL OF POST — SPLICE II W8x8.5 OR LENGTH TO BE t" 'o LOCATIONS II W8x9 BASED ON SOIL 9 CHAMFER MAY BE REQUIRED II o CONDITIONS SITE AT AEXTENDEDENTIREWI?H E'q LENGTH OF POST AT STcEL II OPTIONAL HOLE THE OPTION 4F TF{ BLOCKOUT. TO FACILITATE r" W FABRICATOR. /i'<+'/ 9 GALVANIZING HOLES IN POSTS 7 CHAMFER II --,,6 r AND BRAGKETS DETAIL A ALL CORNERS. ALL CONCRETE SHALL TO BE D10. BE CLASS N. GUARDRAIL INSTALLATION CONCRETE POST STEEL POST SITES REQUIRING LONGER a" Ola GUARDRAIL POSTS 1 MIN. NOTES: 1. ALL BOLTS, NUTS WASHERS, AND OTHER gll I STEEL ITEMS ARS TO BE GALVANIZED. 1 X-7 ILT— 2. N.TERNATE TYPE POSTS /WD BLOCKOUT MAY xt8" BE INTERCHANGED ON ANY ONE PROJECT WITH 3i"x18" BOLT =_ = THE RESTRICTION THAT THE SAME TYPE OF POST AND BLOCKOUT MUST BE USED IN ANY SINGLE RUN OF GUARDRAIL. 81,x8"xt'-2" HOLE TRE ATED2 Y4" HOLE 3. FOR DETAILS OF GUARDRAIL ELEMENT SPLICE TREATED W PINE BLOCK F- JOINT, HARDWARE, ETC. SEE SHEET NOS. ORE BLOCK COMMOSTEEL NNL10D c ' 501.01 t4 501.02. OR GN.V. STEEL IOD BE GAINED o RECYCLED SEE NOTE 5. MATERIAL COMMON NAIL W 4. THE GUARDRAIL AND MEDIAN BARRIER MATERIAL SEE NOTE 5. v, COMPONENTS DEPICTED IN aR.T.B.0. TECHNICAL POST TO BULLETIN NUMBER 2888 MAY BE SUBSTITUTED 3 IF INTERCHANGEABLE WITH THE STANDARDS FOR o OCKOUTT o GUARDRAIL (GR) OR MEDIASTANNBMRIER (MB) AND APPROVED BY THE ENGWEER. SOUTHERN PINE tO SOUTHERN PINE TO 5. DRIVE NAIL WITHIN 2" qF THE TOP OR BOTTOM OF BLOCKOUT AFTER ' x 18 BOLT IS INSTALLED. OF RUN OFF F N0 0 j0 BE USED ON LAST 50' 6x8 WOOD POST ROUND WOOD POST SHEET 2 OF 2 STANDARD BLOCKED -OUT W BEAM GUARDRAIL STRONG POST SYSTEM) w" I POST AND BLOCKOUT DETAILS 221 238 SOLOS VIRGINIA DEPARTMENT OF TRANSPORTATION SOS GR -2, GUARDRAIL -NOT TO SCALEG_7 IS USED. CC -12A 7" WHERE STD. CC -3 OR s q• N , i`V STD. CG -2 4871 IF PATH CALL ELEENTS OF 1,MAX. 1 OR CC -8 - 12.1'/• MAX. B' 6 2011 SECTION A -A A # 5 DOWELS, 8" LONG 0 12" C -C PERMISSIBLE 51-0" MI '-0" 5'-0" MIN SLOPE 10+1 CONSTRUCTION JOINT MIN. --PERMISSIBLE MAXIMUM i CONSTRUCTION JOINT B B SECTION • B -B . J LIMITS OF EXPOSED AGGREGATE SIDEWALK ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS UNOBSTRUCTED, STABLE. FIRM AND SLIP RESISTANT A -c-I TANGENT PLAN FACILIT ONNHATTICM) BE APPROACHED. ENMERED AND A USED BY PERSONS WITH MOBILITY IMPAIRMENTS. NOTES t a THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (48" WIDE) CROSSWAX c"W&K REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8" FOR NEW CONSTRUCTION, 6" FOR ALTERATIONS. CURB RAMP FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL DETECTABLE WARNINORASBE SKaFICArft 105 G SURFACE COVERING THE ENTIRE WIDTH OF THE RAMP FLOOR (RAMP FLOOR MAY BE PRECAST OR CAST IN PLACE), THE DETECTABLE WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE np p FINISH. RAMP SHALL NOT EXCEED A MAXIMUM SLOPE OF 121. cnossrAul' aFassFn, SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. TYPICAL PLACEMENT TYPICAL PL EMENT IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BMS SO THAT ADJOINING FLARED AT INTERSECTION BEATINTERSECTIONSIDES CAN BE A-4, CAST IN PLACE AFTER PLACEMENT of PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL WITHIN CROSSWALK WITHIN CROSSWALK REQUIRED BMS ARE TO BE N0.5 % 8" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP WITH BUFFER STRIP) FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 11/¢". CURB RAMPS WILL BE MEASURED AND PND FOR AT THE CONTRACT UNIT PRICES FOR HYDRAULIC CEMENT CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK, COMPLETE -IN-PLACE. CURB/CURB AND CUTLER SLOPE TRANSITIONS ADJACENT TO TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB/CURB AND GUTTER. WHEN USED NJ CONJUNCTION WITH STANDARD CG -3 OR CG -7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED 70 MATCH THE MOUNTABLE CURB AND CONFIGURATION. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSABLE ROUTE IN WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS DIRECTED DIAGONAL VARIATION EXIs71NCGHT PO ES, FIRENHYDRANTS, DROP INLETS, LOCATED E ETC. wILLALSOMFECT PLACEMENT. P LINES. PERPENDICULAR CURB RAMP ACCESS FOR MOBILITY IMPAIRMENTS) oz 203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION uj CG -12A. HANDICAP RAMP -NOT TO SCALE z O w U 0 Z ZW Q W NOcQrt z UCL Q ix , w ZQ Q v z J J W www Z Qk.m W mo= Q Q -4 U Joe No.: DAVID T. ANHOLD F CERTIFICATE No. 000311 ti t4j ' 1 _ ZAIVDSCAY$ SgC DATE: 9-21-09 REVISION: 12-7-09 ALB. CO. S"t Pp AS NOTED SHEET TITLE: SITE DETAILS SHEET NO.: S-9 SHT. 9 OF 12 1 1 1 NOT TO SCALE RADIUS TI/2' ,Q •" 15" .'a • SURFI 18" MIN .d • •e MAX. I a 11I j ° ,•a ,'a BASEREFERDICESPECF,CATgI! 105 502 a SEE '. NOTE 4 .'o • .'d '.• , 2. CONCRETE TO BE CLASS A.3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET, OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" 15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRI OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN NO ADJL IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR A INCREASE IN DEPTH, 5. THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN AND SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED REAR ELEVATION T I I VAULT TOILET DETAIL SIDE ELEVATION SURFACE BASE SUBBASE ANHOLD ASSOC/A TES LANDSCAPE ARCHITECTS SITE DESIGNERS AND PLANNERS 83/1 ROCKFISH GAP TRNPK. GREENWOOD, VIRGINIA 22943 MOBILE 434.882.3420 VOICE/FAx: 54 0.4 56.6422 DANHOLDIP NOTES 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE 4„ [—, 2 STANDARD CG -3 IS REQUIRED. STANDARD 6" CURB VIRGINIA DEPARTMENT OOF TRANSPORTATION CG -2, CONCRETE CURB -NOT TO SCALE tRV' Ll- Uj W a/ l.l aw W Q Awa sU~irn 3 g g o 0 I9 lit EX !_`Own.- SUB—GRADE, COMPACTED ®959. TYPICAL GRAVEL TRAIL SECTION -NOT TO SCALE 2 MIN. SHOULDER 4"—VDOT 21—A GRAVEL, COMPACTED 0 959. Of OR -2,2A BLOCKOUT FOR CONCRETE POST POST MAY BE HOT ROLLED OR WELDED. TO BE CUT TO FIT POST SHAPE TO PREVENT BI.00KOUT FROM ROTATING. DIMENSIONS SHOWN IN }' + — PMENTHESIS INDICATE ['M- HUGHES.NET FINISHED GRADE, SEE VARlES PLANS FOR PROPOSED MIN. CONDITIONS SHOULDER 2"—VDOT NO. 10, STONE DUST, COMPACTED ®95X I y ...__.-._ ------------ DRILL ACCEPTABLE Y4' DRILL -- TOLERANCES. W, all 8"x 8"xt'-2" TREATED 8"x8"xt'-2" PINE BLOCK OR TREATED PINE RECYCLED MATERIAL. BLOCK OR 1 ' MATERIAL 9OLT LES 4 0GA 4 DEFORMED < BLOCKOUT FOR MAINTENANCE8"xe"x1'-2" REINFORCED BARS it c'y I N TREATED PINE 4" LESS THAN REPAIR ONLY RECYCLED — HEIGHT OF POST MATERIAL LESS THAN 1'-0" II 6"x8"x1'-2" HOLES TO BE STIRRUPS IRE gj II ® LT gLOCKEOR PINE NE oCI\ST IN POST LAPPED 10" IIBACK-UP RECYCLED w STRONG CHAMFER V l(RI ESGS" PLATE II 41 7'-0'• TO 8'-0" POSTMATERIAL ON TOP TO 1'-0" C -C o AT NON II SPECIFIC POST GUARDRAIL OF POST — SPLICE II W8x8.5 OR LENGTH TO BE t" 'o LOCATIONS II W8x9 BASED ON SOIL 9 CHAMFER MAY BE REQUIRED II o CONDITIONSSITE AT AEXTENDEDENTIREWI?H E'q LENGTH OF POST AT STcEL II OPTIONAL HOLE THE OPTION 4F TF{ BLOCKOUT. TO FACILITATE r" W FABRICATOR. /i'<+'/ 9 GALVANIZING HOLES IN POSTS 7 CHAMFER II --,,6r AND BRAGKETS DETAIL A ALL CORNERS. ALL CONCRETE SHALL TO BE D10. BE CLASS N. GUARDRAIL INSTALLATION CONCRETE POST STEEL POST SITES REQUIRING LONGER a" Ola GUARDRAIL POSTS 1 MIN. NOTES: 1. ALL BOLTS, NUTS WASHERS, AND OTHER gll I STEEL ITEMS ARS TO BE GALVANIZED. 1 X-7 ILT— 2. N.TERNATE TYPE POSTS /WD BLOCKOUT MAY xt8" BE INTERCHANGED ON ANY ONE PROJECT WITH 3i"x18" BOLT =_ = THE RESTRICTION THAT THE SAME TYPE OF POST AND BLOCKOUT MUST BE USED IN ANY SINGLE RUN OF GUARDRAIL. 81,x8"xt'-2" HOLE TRE ATED2 Y4" HOLE 3. FOR DETAILS OF GUARDRAIL ELEMENT SPLICE TREATED W PINE BLOCK F- JOINT, HARDWARE, ETC. SEE SHEET NOS. ORE BLOCK COMMOSTEEL NNL10D c ' 501.01 t4 501.02. OR GN.V. STEEL IOD BE GAINED o RECYCLED SEE NOTE 5. MATERIAL COMMON NAIL W 4. THE GUARDRAIL AND MEDIAN BARRIER MATERIAL SEE NOTE 5. v, COMPONENTS DEPICTED IN aR.T.B.0. TECHNICAL POST TO BULLETIN NUMBER 2888 MAY BE SUBSTITUTED 3 IF INTERCHANGEABLE WITH THE STANDARDS FOR o OCKOUTT o GUARDRAIL (GR) OR MEDIASTANNBMRIER (MB) AND APPROVED BY THE ENGWEER. SOUTHERN PINE tO SOUTHERN PINE TO 5. DRIVE NAIL WITHIN 2" qF THE TOP OR BOTTOM OF BLOCKOUT AFTER ' x 18 BOLT IS INSTALLED. OF RUN OFF F N0 0 j0 BE USED ON LAST 50' 6x8 WOOD POST ROUND WOOD POST SHEET 2 OF 2 STANDARD BLOCKED -OUT W BEAM GUARDRAIL STRONG POST SYSTEM) w" I POST AND BLOCKOUT DETAILS 221 238 SOLOS VIRGINIA DEPARTMENT OF TRANSPORTATION SOS GR -2, GUARDRAIL -NOT TO SCALEG_7 IS USED. CC -12A 7" WHERE STD. CC -3 OR s q• N , i`V STD. CG -2 4871 IF PATH CALL ELEENTS OF 1,MAX. 1 OR CC -8 - 12.1'/• MAX. B' 6 2011 SECTION A -A A # 5 DOWELS, 8" LONG 0 12" C -C PERMISSIBLE 51-0" MI '-0" 5'-0" MIN SLOPE 10+1 CONSTRUCTION JOINT MIN. --PERMISSIBLE MAXIMUM i CONSTRUCTION JOINT B B SECTION • B -B . J LIMITS OF EXPOSED AGGREGATE SIDEWALK ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS UNOBSTRUCTED, STABLE. FIRM AND SLIP RESISTANT A -c-I TANGENT PLAN FACILIT ONNHATTICM) BE APPROACHED. ENMERED AND A USED BY PERSONS WITH MOBILITY IMPAIRMENTS. NOTES t a THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (48" WIDE) CROSSWAX c"W&K REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8" FOR NEW CONSTRUCTION, 6" FOR ALTERATIONS. CURB RAMP FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL DETECTABLE WARNINORASBE SKaFICArft 105 G SURFACE COVERING THE ENTIRE WIDTH OF THE RAMP FLOOR (RAMP FLOOR MAY BE PRECAST OR CAST IN PLACE), THE DETECTABLE WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE np p FINISH. RAMP SHALL NOT EXCEED A MAXIMUM SLOPE OF 121. cnossrAul' aFassFn, SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. TYPICAL PLACEMENT TYPICAL PL EMENT IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BMS SO THAT ADJOINING FLARED AT INTERSECTION BEATINTERSECTIONSIDES CAN BE A-4, CAST IN PLACE AFTER PLACEMENT of PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL WITHIN CROSSWALK WITHIN CROSSWALK REQUIRED BMS ARE TO BE N0.5 % 8" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP WITH BUFFER STRIP) FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 11/¢". CURB RAMPS WILL BE MEASURED AND PND FOR AT THE CONTRACT UNIT PRICES FOR HYDRAULIC CEMENT CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK, COMPLETE -IN-PLACE. CURB/CURB AND CUTLER SLOPE TRANSITIONS ADJACENT TO TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB/CURB AND GUTTER. WHEN USED NJ CONJUNCTION WITH STANDARD CG -3 OR CG -7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED 70 MATCH THE MOUNTABLE CURB AND CONFIGURATION. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSABLE ROUTE IN WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS DIRECTED DIAGONAL VARIATION EXIs71NCGHT PO ES, FIRENHYDRANTS, DROP INLETS, LOCATED E ETC. wILLALSOMFECT PLACEMENT. P LINES. PERPENDICULAR CURB RAMP ACCESS FOR MOBILITY IMPAIRMENTS) oz 203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION uj CG -12A. HANDICAP RAMP -NOT TO SCALE z O w U 0 Z ZW Q W NO cQrt z UCL Q ix , w ZQ Q v z J J W www Z Qk.m W mo= Q Q -4 U Joe No.: DAVID T. ANHOLD F CERTIFICATE No. 000311 ti t4j ' 1 _ ZAIVDSCAY$ SgC DATE: 9-21-09 REVISION: 12-7-09 ALB. CO. S"t Pp AS NOTED SHEET TITLE: SITE DETAILS SHEET NO.: S-9 SHT. 9 OF 12 GR -2, GUARDRAIL -NOT TO SCALEG_7 IS USED. CC -12A 7" WHERE STD. CC -3 OR s q• N , i`V STD. CG -2 4871 IF PATH CALL ELEENTS OF 1,MAX. 1 OR CC -8 - 12.1'/• MAX. B' 6 2011 SECTION A -A A # 5 DOWELS, 8" LONG 0 12" C -C PERMISSIBLE 51-0" MI '-0" 5'-0" MIN SLOPE 10+1 CONSTRUCTION JOINT MIN. --PERMISSIBLE MAXIMUM i CONSTRUCTION JOINT B B SECTION • B -B . J LIMITS OF EXPOSED AGGREGATE SIDEWALK ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS UNOBSTRUCTED, STABLE. FIRM AND SLIP RESISTANT A -c-I TANGENT PLAN FACILIT ONNHATTICM) BE APPROACHED. ENMERED AND A USED BY PERSONS WITH MOBILITY IMPAIRMENTS. NOTES t a THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (48" WIDE) CROSSWAX c"W&K REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8" FOR NEW CONSTRUCTION, 6" FOR ALTERATIONS. CURB RAMP FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL DETECTABLE WARNINORASBE SKaFICArft 105 G SURFACE COVERING THE ENTIRE WIDTH OF THE RAMP FLOOR (RAMP FLOOR MAY BE PRECAST OR CAST IN PLACE), THE DETECTABLE WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE np p FINISH. RAMP SHALL NOT EXCEED A MAXIMUM SLOPE OF 121. cnossrAul' aFassFn, SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. TYPICAL PLACEMENT TYPICAL PL EMENT IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BMS SO THAT ADJOINING FLARED AT INTERSECTION BEATINTERSECTIONSIDES CAN BE A-4, CAST IN PLACE AFTER PLACEMENT of PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL WITHIN CROSSWALK WITHIN CROSSWALK REQUIRED BMS ARE TO BE N0.5 % 8" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP WITH BUFFER STRIP) FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 11/¢". CURB RAMPS WILL BE MEASURED AND PND FOR AT THE CONTRACT UNIT PRICES FOR HYDRAULIC CEMENT CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK, COMPLETE -IN-PLACE. CURB/CURB AND CUTLER SLOPE TRANSITIONS ADJACENT TO TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB/CURB AND GUTTER. WHEN USED NJ CONJUNCTION WITH STANDARD CG -3 OR CG -7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED 70 MATCH THE MOUNTABLE CURB AND CONFIGURATION. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSABLE ROUTE IN WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS DIRECTED DIAGONAL VARIATION EXIs71NCGHT POES, FIRENHYDRANTS, DROP INLETS, LOCATED E ETC. wILLALSOMFECT PLACEMENT. P LINES. PERPENDICULAR CURB RAMP ACCESS FOR MOBILITY IMPAIRMENTS) oz 203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION uj CG -12A. HANDICAP RAMP -NOT TO SCALE z O w U 0 Z ZW Q W NOcQrt z UCL Q ix , w ZQ Q v z J J W www Z Qk.m W mo= Q Q -4 U Joe No.: DAVID T. ANHOLD F CERTIFICATE No. 000311 ti t4j ' 1 _ ZAIVDSCAY$ SgC DATE: 9-21-09 REVISION: 12-7-09 ALB. CO. S"t Pp AS NOTED SHEET TITLE: SITE DETAILS SHEET NO.: S-9 SHT. 9 OF 12 OE IY" GgAD1ALCx\\ C\ 40 i Z= _ _ - h _._(< -- -111 _. /.._. _ / / / / - - - - - _! __I _ _ \ y ._. 1_ ./.._ _ / - / - - -/ / / / f I II I N NN III i i ," 0 '- / o ,- - - `------- l I / T- IV Olf l / ` ' Aa_ '--7-" .__ - - -- - - — - 1--- I _ = i - i / i i i / / / / / / / / / i / / / /, ,/ / / ,/ // J \ gy5•rT, \ / 0b2 i I / , -- _ .- T<F IN _y F - / ` 1 - / / // i /// J (:} /' / / z / // /// / R --- f ----- k ' /\ /_ , 101) l I '' > - / / J _ - - MA ¢V1 9 0 tEEiDLA'NC 8' / p n T - - `, p / I /( I /, / \ / , i \i 9 / / / // / - - C:'"GNI TUBES 1 9 NAR9 EE.DLlNGS,,8" _ / I\ l I I M 17`Si I 1oI 0 WITH TREE TUSES~i,I; / r jqa , j\ j / \ - _ o - - " _ / / / IyAtS TOTAL, ,TNESE ISE - - / / / - - / I ( r I ,/ = -Z9 klAR9JA 00A SEEDLINGS: I 1 ARE - '/ " / \ / / - y \ I C) - : / i / - / .Sl A \ / \ '' \ \ \ ! gg13 1_ ! y /' 0. C. WITH -TREE APl9 / I ! I I I \ \ \ \ ,, \ \ I \ - "w , :::..f.::` pp X_ Al 11 1( l C IN, r + Syq v i / \0b5' i i \ \ \ •, \ \ \ - -- i \ / °0•->f-At` i / / I \t18=-HARD--S_ i; - J f' pq•1 . i X`_C, + \ - C9°' -AT € DLtNZs 9.-E.LE U Df?1 V. n( 1 I. \ ` b / b° / - _. SE -E 'RC PP kI / / /// --- \ \ -1-- i - - - - _ _- \ T A B LSE N S 2 F` R _ - _ ' i \ Q \ - 3rr ARDWOQI SEEDLIN 8 NN70qq \ ! C WI T1i 9I RE TUBES AND r \ _--- _ - MOTES AICD ND ET,oCEE\ \\ _ T i \ 1 ! / / \ ` - -' _ _ s `\ \ POINTS A , 0/) qq \ \ \ +MAI - iANDB `' t \ ) \ ood qq1 \ I _ .._ 1 ` V V 10o ,/ , / ,, ! , _ -__ - -\ * \_ __--=- i Jar 5- \°° , 1 * _ I + ,, c, , , \ 1 ° 1 I z EN NN I 1 I qb5\ \qb° J S L I / / / \ I _ \ 2 + b I ) *0 I I I 1 j / I , /1t I /!1 ) J,' q / /\ 1\\ \ b\ \ ' j' L1J \- 1 \\ -_-/ qq I / q q' I I / O" J / / , / / q I 1 113— 0 / _ `° / + a' \ \ - + `a ` 1 y / i h - 1/ 01 - STREAM BUFFER MITIGATION PLAN - S(:ALIt: I"=5U' MITIGATION SUMMARY: PROPOSED STREAM BUFFER DISTURBANCE = 1.21 AC REQUIRED MITIGATION @ 2:1 = 2.42 AC AVAILABLE BUFFER AREA FOR MITIGATION = 0.30 AC PROPOSED MITIGATION AREA = 0.30 AC TOTAL HARDWOOD SEEDLINGS = 202 o 03 - TRASH RECEPTICLE SCALE: NTS ooh c> 0- 0' O 0- 00 O 0` 0°0° 000 o 0 00 2 - 8' HIGT, AMELAkHIER CANADENSIS, B&B 6-3 ITER 4L, 24" T, ' CA ncl J 2- 'X T, 2 --- = 3 -GAL. 24" HG-T,SYL ZE%' ,IQRI AA 6 - , 24 GT, CLE,T NI h c HG T, NYSSA' TICA, B& i 02 - BIO -FILTER LANDSCAPE PLAN - SCALE: 1 "=20' B10 -FILTER LANDSCAPE SUMMARY: PROPOSED BIO -FILTER AREA = /,945 SF REQUIRED PLANTS = 10 PER 1,000 SF = 19 PROVIDED PLANTS = 24 ANHOLD ASSOC/A TES LANDSCAPE ARCHITECTS SITE DESIGNERS AND PLANNERS 83/l ROCKFISH GAP TRNPK. GREENWOOD, VIRGINIA 22943 MOBILE: 434.882.3420 VOICE/FAX: 540.456.6422 DANHOLD@HUGHES.NET Z O W U Z Z Q WLjL. LO CLQ wo N o N a OL w 0 CQ >-- o z < W W O it waw LQ TuO Qpm meaZQ-,! Jo= Q Q -1 U JOB No.: o (2.7 -al '*I DAVID T. ANHOLD cl'd duo a CERTIFICATE No. c' 000311 R r iaxnsc>.Y$ s' DATE: 9-21-09 REVISION: 12-4-09 CO. REV. AS NOTED SHEET TITLE: MITIGATION PLAN AND DETAILS SHEET No.: S-10 SHT. 10 OF 12 P.O. DRAWER 330 - DUNKIRK, ND 20754 USA VICMR STs% INC.* TOIL FREE: (800) 368.2573 (USA A CANADA) TEL (301) 655.8300 - FAX (410) 257.7579 98 SITE: HTTP:IIVMW.VICTORSTANLEY.COM 8 24.112' 0 24) 2'x 3' 1.5116' TUBULAHNOMINAL) SLATS STEEL RING 314' SQUARE 24•G4LLON CAPACITY HIGH CENTER ANCHOR DENSITY PLASTIC LINER BOLT HOLE (WEIGHT NOT TO EXCEED 5 LBS.) SITS ON 318' x 1' SUPPORT BARS 4) ADJUSTABLE GLIDES WITH 318' DIAMETER HREADED STEEL SHAFT AVAILABLE OPTIONS: PONDER COATING LIDS 11 STANDARD COLORS, CUSTOM COLORS (INCLUDING THE RAL RANGE) SHORN WITH STANDARD TAPERED FORMED LID. AVAILABLE WITH OPTIONAL DOMED LID, SLAT TYPES OPTIONAL DOMED LID WITH STAINLESS STEEL ASHTRAY,CONVEX LID, CONEX LID RECYCLED PLASTIC SLATS (NOT 2nd SITE SYSTEMS©) WITH WITH SELF CLOSING DOOR, RAIN BONNET LID, AND RAINBONNET LID WITH COLORS: GRAY, MAPLE, CHERRY, AND WALNUT STAINLESS STEEL ASHTRAY. SEE STREETSITES SERIES AOR ALTERNATIVE SLAT OPTIONS SECURITY LID IS SECURED WITH VINYL COATED GALVANIZED STEEL AIRCRAFT CABLE, CABLE IS LOOPED MOO WELDED IN PLACE ATTACHMENT BRACKETS AND CRIMPED IN PLACE, NOTES: 1, DRAWINGS NOT TO SCALE, DO NOT SCALE DRAWINGS. 2. ALL FABRICATED METAL COMPONENTS ARE STEEL SHOTBLASTED, ETCHED, PHOSPHATIZED, PREHEATED, AND ELECTROSTATICALLY POWDER -COATED WITH T,G.I.C, POLYESTER PONDER COATINGS, PRODUCTS ARE FULLY CLEANED AND PRETREATED, PREHEATED AND COATED WHILE NOT TO FILL CREVICES AND BUILD FILM COATING, COATED PARTS ARE THEN FULLY CURED . TO COATING MANUFACTURER'S SPECIFICATIONS. THE THICKNESS OF THE RESULTING FINISH AVERAGES 8.10 MILS (200.250 MICRONS). 3. THIS VICTOR STANLEY, INC, PRODUCT RUST BE PERMANENTLY AFFIXED TO THE GROUND, CONSULT YOUR LOCAL CODES FOR REGULATIONS. 4. VICTOR STANLEY, INC., PLASTIC INNER LINERS ARE MOLDED ON TOOLING DESIGNED FOR AND NED BY VICTOR STANLEY, INC, THEY OFFER MAXIMUM CAPACITY AND STRENGTH WITH LIGHTWEIGHT CONSTRUCTION USING CRITICAL MOLDED RIBS, INTEGRAL HANDHOLDS, AND HIGH-STRENGTH MATERIALS. THIS MINIMIZES HANDLING DIFFICULTY AND FACILITATES EASY EMPTYING AND STORAGE WHILE AFFORDING LONG SERVICE LIFE. 5. ANCHOR BOLTS) NOT PROVIDED BY VICTOR STANLEY, INC, 6. FOR HIGH SALT ABUSIVE CLIMATES, NOT DIP GALVANIZING BEFORE POWDER COATING IS AVAILABLE. SEE WRITTEN SPECIFICATIONS FOR DETAILS, 7. ALL SPECIFICATIONS ARE SUBJECT TO CHANGE, CONTACT MANUFACTURER FOR DETAILS. 8. THIS PRODUCT IS SHIPPED FULLY ASSEMBLED, RTH*24 GREENSIMSERIEr 24 -GALLON LITTER RECEPTACLE SHOWN: STANDARD TAPERED FORMED LID COPYRIGHT 2009 VICTOR STANLEY INC, ALL RIGHTS RESERVED REV, 7/20109 DAWN L.D.L. 2009.88 03 - TRASH RECEPTICLE SCALE: NTS ooh c> 0- 0' O 0- 00 O 0` 0°0° 000 o 0 00 2 - 8' HIGT, AMELAkHIER CANADENSIS, B&B 6-3 ITER 4L, 24" T, ' CA ncl J 2- 'X T, 2 --- = 3 -GAL. 24" HG-T,SYL ZE%' ,IQRI AA 6 - , 24 GT, CLE,T NI h c HG T, NYSSA' TICA, B& i 02 - BIO -FILTER LANDSCAPE PLAN - SCALE: 1 "=20' B10 -FILTER LANDSCAPE SUMMARY: PROPOSED BIO -FILTER AREA = /,945 SF REQUIRED PLANTS = 10 PER 1,000 SF = 19 PROVIDED PLANTS = 24 ANHOLD ASSOC/A TES LANDSCAPE ARCHITECTS SITE DESIGNERS AND PLANNERS 83/l ROCKFISH GAP TRNPK. GREENWOOD, VIRGINIA 22943 MOBILE: 434.882.3420 VOICE/FAX: 540.456.6422 DANHOLD@HUGHES.NET Z O W U Z Z Q WLjL. LO CLQ wo N o N a OL w 0 CQ >-- o z < W W O it waw LQ TuO Qpm meaZQ-,! Jo= Q Q -1 U JOB No.: o (2.7 -al '*I DAVID T. ANHOLD cl'd duo a CERTIFICATE No. c' 000311 R r iaxnsc>.Y$ s' DATE: 9-21-09 REVISION: 12-4-09 CO. REV. AS NOTED SHEET TITLE: MITIGATION PLAN AND DETAILS SHEET No.: S-10 SHT. 10 OF 12 SCALE: I" = 50' FOR %" DIANETER rs wls • ORF soss®o01 g3„ pU S 1A EIFOOT. TIN. LENOTN. 10 STEM 8TUB, 3 PAVEMENT TOP ppFF STRUC7IRE ELEVATION 3.35 AC f [LTER CLOTH K MIN. A HDUNTABLE BERM OPTIONAL) POLYETHELENE CAP IOMCl tT t:00©0 TEMPORARY 3 TpN 70' YIN. I I I 9*WAS.RA NE ELEv I:-1• t 2C TUBING BBiI BFS BE;: s7 LLQ BIiT E• t'7. TOP OF EMBANKMENT; 1 1 + COUPLING FORK r DDL4 ELEV TNN! I TEMPORARY WATER POLYETIELENE TURING11-----_- I ORF7CE COVER PLATEV W.CIAOE TIMINGIA. SOLD YLTIELEHE auHLET PoPE I I I PEAWuttIT WATER OPENBMIWATERMWFLEXIBLECOUPLINGFOR RISER CREST: 905.50' I I 3" LIB!. DIA STM WE TO I I P WA POLYETEI.EIE TUM Di,'f OCYd©0 SIDE VIEW "RAP FBt7 WAANRO MW. Y WITH FRONT VIEW s. "RNue L MENT TYPICAL DETAILS) (TYPICAL DETAILS) TYPICAL) NOTES: NOTES: I.ARE SE 7 EMEL1TORAINNfEETRUCTtMETWH THE fTgIMWATEM PNIAOEMENFTBA4NBT0 UISED FORT BOTTOM OF BASIN: A TEMPORARY SEDIMENT BASIN DURING PROJECT CONSTRUCTION. 12' WN. 2. GRADE SSTTORRNSW(ATER MANAGEMENT BASIINU ATSUgSHOWN N PLANS, 3. ONLfICEI AIE TGIF ) L1'.N D WITNSSOLIO METALI.OPLATTHERES WI & THE BNA41N'ISBDNraEO AREA SF FOR SEDIMENT CONTROL. CF 4. DEWATEERRING DEVICE AND COMPONENTS AND TEMPORARY IIF AMY), gAS SHOWN SEWAMEN 995.5 TO 994.00' ORIFICE IST L- INSTALLED WAREN 6= IS NO LOIIOER fEEOEDTFOR CONTNOL. 1.5 3. SIMILAR DEVICE MAY ALSO SEUSEDOON COTHER STORMWATERMANAGEMENTDRAINAGE 173 T 2498 S• STRUCIITT1 SHN.LMTMEYBIDWPRICEtt 1499 OERRINCLUDED FORDSTORMW M/MRAO'wEMENTTD'LRNN WET STORAGE ELEV. 7. THE TEMPORARY B" DIAE P%YETH£LENE DRAAUOE TlIBIHO IS TO BE SOLID FOR THE LENGTHELEVATIONTTISETORCO7t Wll A FN1OItATED ABOVE THE WET STORAGEOBEIS WATd1TGAR y°OTSPESTORMWATERMANAGEMENT (SWM) DETAILS 1.4 GE ROAD AND BRIDGE STANDARDS 992A0' TO 990.26 1772 1.75 SLEET 1 OF 3 It N DATE 302 H4.04 23T7 VIRGINIA DEPARTMENT Of TPA40PORTATION 04 -SEDIMENT BASIN RISER SWM -D 1;1;1.'!'',11.I 11 1. vvvo© soss®o01 A 3 PAVEMENT DRAINAGE AREA: 3.35 AC f [LTER CLOTH K MIN. A HDUNTABLE BERM OPTIONAL) SIDE ELEVATIONI IOMCl tT t:00©0 67 CY X 3.36 - 224 CY 70' YIN. DRY STORAGE PROVIDED: 228 CY 9*WAS.RA BBE: I:-1• t i.1BC. BBiI BFS BE;: s7 LLQ BIiT E• t'7. TOP OF EMBANKMENT; 997.12' DESIGN HIGH WATER: 988.12 EMERG. SPILLWAY CREST 998.50' Op IA©00 RISER CREST: 905.50' COURSE AGGREGATE D TOP OF DRY STORAGE: Di,'f OCYd©0 MUST EXTEND rOLL WIDTH TOP OF WET STORAGE: 993.40' OF ANO EGRESS PLAN VIEW 0 soss®o01 A 3 PAVEMENT DRAINAGE AREA: 3.35 AC f [LTER CLOTH K MIN. A HDUNTABLE BERM OPTIONAL) SIDE ELEVATIONI IOMCl tT t:00©0 67 CY X 3.36 - 224 CY 70' YIN. DRY STORAGE PROVIDED: 228 CY 9*WAS.RA BBE: I:-1• t i.1 Fel t:+7 E'i)• ' 0 00®00MEZM l2' MIR TOP OF EMBANKMENT; 997.12' DESIGN HIGH WATER: 988.12 EMERG. SPILLWAY CREST 998.50' HIGH DENSITY BpTp RPOLYETHYLENE piNHAM F1ABp LSHTNEp yp pLACUN pp METAL pN pLA, MOTES, 1. AOFREAXYT T9 1IRACK1 DF BE PLACW ON AIBSWLi NJ " N7 RAq(S 2. NC LAED N ilE /D P1 F01t PLATEES TO THA w1 STORMWATER MANAGEMENT DETAILS TRASH RACK aoAB STANDARDSFORSWMDRAINAGESTRUCTURES 302 REVISION DATE I SHEET 4 OF VMIOgA DEPARTMENT OF TRANSPORTATION 114.07 SEDIMENT BASIN TRASH RAC DESIGN HIGH WATER 6,(25 -YR, STORM ELEV.) CREST OF EMERG:NCY i SPILLWAY MIN. 1.0' --1 7,------------------ RISER CREST DEWATERING DEVICE SEDIMENT CLEANOUT POINT l I WET ' STORAGE REDUCED TO 34 C.Y./ ACRE) DESIGN ELEVATIONS WITH EMERGENCY SPILLWAY 06 - SEDIMENT BASIN (SB) NOTE: SEE SEDIMENT BASIN SUMMARY CHART BELOW TYPE B DIVERSION RIPRAP FILTER CLOTH EXISTING GROUND ? EXISTING GROUNIS 08 - STREAM DIVERSION CHANNEL STONE CONSTRUCTION ENTRANCE 70' MIN SEDIMENT BASIN SWM MARY A 3 PAVEMENT DRAINAGE AREA: 3.35 AC f [LTER CLOTH K MIN. A HDUNTABLE BERM OPTIONAL) SIDE ELEVATIONI DRY STORAGE RQD: 67 CY X 3.36 - 224 CY 70' YIN. DRY STORAGE PROVIDED: 228 CY 9*WAS.RA 10' MIN. WET STORAGE ROD: 67 CY X 3.35 = 224 CY WET STORAGE PROVIDED: 233 CY l2' MIR TOP OF EMBANKMENT; 997.12' DESIGN HIGH WATER: 988.12 EMERG. SPILLWAY CREST 998.50' VOOT III !INAQGC RISER CREST: 905.50' COURSE AGGREGATE D TOP OF DRY STORAGE: 995.50' MUST EXTEND rOLL WIDTH TOP OF WET STORAGE: 993.40' OF ANO EGRESS PLAN VIEW BOTTOM OF BASIN: 990.25' 12' WN. DRY STORAGE ELEV. AREA SF DEPTH CF CY 995.5 TO 994.00' 3110 1.5 4885 173 994.00' TO 993.40' 2498 0,8 1499 56 WET STORAGE ELEV. 40' TO 992.00' 2289 1.4 3177 118 992A0' TO 990.26 1772 1.75 3101 115 1 23T7 SEDIMENT BASIN SUMMARY TYPE B DIVERSION RIPRAP FILTER CLOTH EXISTING GROUND ? EXISTING GROUNIS 08 - STREAM DIVERSION CHANNEL STONE CONSTRUCTION ENTRANCE 70' MIN EXISTING A 3 PAVEMENT s:I f [LTER CLOTH K MIN. A HDUNTABLE BERM OPTIONAL) SIDE ELEVATIONI EXISTING GROUND 70' YIN. 9*WAS.RA 10' MIN. Is,M1N l2' MIR PAVEMENT VOOT III !INAQGC ID' N1N. COURSE AGGREGATE D TRAPPING "ICEE MUST EXTEND rOLL WIDTH OF ANO EGRESS PLAN VIEW OPERATIONS 12' WN. 3 MIN. Y MIN. FILTER CLOTH SECTION A -A G'_7 REIWORCED CONCRETE DRAIN SPACE SECTION 8-8 CONSTRUCTION ENTFRANCE TEMPORARY BRIDGE,. CROSSING 1 4\ ABUTMENT(/ FLD STEEL LC A ACCEPTABLE ANCHOR IBD' / r I •. t j V .. . SURFACE FLOW DIVERTED BY SWALE AND/OR DIKE 10 - TEMPORARY VEHICULAR STIREAM CROSSING (SC) NOTES: - 11. DIVERSION TO BE USED UPSLOPE OF A CONSTRUCTION SITE TO PREVENT STORM RUNOFF FROM ENTERING THE DISTURBED AREA. 2. IMMEDIATELY UNE AND STABIUZE BEFORE ANY DOWNSLOPE GRADING BEGINS (STABILIZATION MUST OCCUR BEFORE ISSUANCE OF A CERTIFICATE OF COMPLIANCE), STABILIZATION METHOD IS BASED ON VELOCITY OF OFFSITE DRAINAGE. 3. DIVERSIONS SHOULD ONLY BE USED FOR DRAINAGES S ACRES OR LESS, 4. ANY SEDIMENT LADEN WATER PRIOR TO STABILIZATION OF THE DIVERSION MUST BE DIVERTED INTO AN APPROVED EROSION AND SEDIMENT CONTROL BMP. CLEAN WATER SHOULD EMPTY INTO AN APPROVED OUTLET DEVICE. VOOT EC -3 SOIL STABILIZATION MAT DIKE TOP WITH PERMANENT SEEDING 2' MIN. DIKE HEIGHT VAR,DIKE''.. 27 10' Flow from undisturbed area DITCH BOTTOM r' cT :":%;;;: ; t`.."; .; 7; ^ MI pMW y rH 2' sr- WIDTH «».,; ts`` T:..'::; •'w•: a' , ; .'• -e•- VARIES,J 12" MINIMUM DITCH DEPTH -J SEE PLANS FOR EXACT DEPTH CROSS SECTIONAL VIEW NOTE: SEE EROSION AND SEDIMENT CONTROL PLANS FOR EXACT DITCH BOTTOM WIDTH AND DIKE DIMENSIONS 11 - CLEANWATER DIVERSION DIKE (CDD, CO-NSTRUCTION OF A SILT FE VCK WITHOUT WIRE' SUPPORT) 1. SET THE STAKES. 2 EXCAVATL: A 4'X 4" TRENCH UPSLOPE ALONG THE LINE. OF STAKES 6'MAX. I FLOW 3. STAPLE FILTER MATERIAL, 4. BACKFILL AND COMPACT 1 TO STAKES AND EXTEND THE EXCAVATED SOIL. IT INTO THE TRENCH. r 1- A•Low SHEET FLOW INSTALLATION PERSPECTIVE VIEW) I I FLON' 4 I POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION FRONT ELEVATION)________-____.__ SILT FENCE (SF 9 1 qqv2// 7`_ Cl T SPILL WAY, 02 - PHASE -1, SEDIMENT BASIN GRADING DETAIL SCALE: 1'=30' SCALE: 1'=30' TEMPORARY DIVERSION DIKE 18" min. 13 - DIVERSION DIKE (DD 4.5' min. Compacted Soil Flow ANHOLD ASSOCIA TES LANDSCAPE ARCHITECTS SITE DESIGNERS AND PLANNERS 8311 ROCXFlSH GAP TRNPK. GREENWOOD, VIRGOWA 22943 MOBILE: 434.882.3420 VOICE/FAX. 540.456.6422 DANHOLD@HUGHES. NET o 12- 7,&Iq ";V AVID T. ANHOLD CERTIFICATE N0. v 000311f 18G _ LdND3CAY$_ DATE: 9-9-09 REVISION: 12-7-09 ALB. CO. it SAS NOTED I SHEET TITLE: PHASE -I E&SC PLAN SHEET NO.: ES -1 SHT. 11 OF 12 02 - EROSION AND SEDIMENT CONTROL PLAN - SCALE: I'=50' I' SCALE: V=30' HING HgWS LM?ITS D ARRlE Z / OEralL \ \ - rn 2 ACRES OR LESS CDF DRAINAGE AREA FILTER CLOTH OPTIONAL) - DOWNSTREEA)A VIEW) VDOT q1 COARSE AGGREGATE FLOW 2-1.0 ACRES OF ;DRAINAGE AREA. FILTER CLOTH fir. I -wOPTIONAL) DOWNSTREEAM VIEW) FILTER CLOTH 1111 - 1 11.1141V CLOTH 6"-9" V—SHAPED WATERWAY WITH STONE CENTER DRAIN NOTE: A GRANULAR FILTER MAY BE SUBSTITUTED FOR FILTER CLOTH VDOT kl 11111=(mmi nnn COARSE AGGREGATE Illi (— KEY IN FILTERFILTERCLOTH — FLOW z. CLOTH 6" -9" 3' PARABOLIC WATERWAY WITH STONE CENTER DRAIN CLASS I RIPRAA NOTE: A GRANULAR FILTER MAY BE SUBSTITUTED FOR FILTER CLOTH. ANHOLD ASSOCIA TES LANDSCAPE ARCHITECTS SITE DESIGNERS AND PLANNERS 83/1 ROCKFISH GAP TRNPK. GREENWOOD, VIRGINIA 22943 MMLE• 434.882.3420 VOICE/FAX: 540.456.6422 DANHOLD@HUGHES.NET Z 0 F - Q Q Ix u U W W Z Q 1 0 W ~ IL L0 LijQ LL N z o N F- Q Q w m0 Z) > OQF- o Leizc, Zo UJ O J 1 Q J U L.Li w W Lu Q) WzF- Lij z v0Qpmuj moo= Q -4u JOB No.: o. 2,7-01 DAVID L ANHOLD F CERTIFICATE No. l 000311 DATE: 9-9-09 REVISION: 12-7-09 ALB. CO. AS NOTED SHEET TITLE: E&SC PLAN SHEET NO.: ES -2 SHT. 12 OF 12