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Home My WebLink AboutSDP201400003 Plan - Approved 2014-01-140 17 m i SheetIndex Sheet Number Sheet Title C0.0 COVER Co.1 OVERALL PLAN C110 NOTES & DETAILS C1.1 NOTES & DETAILS C1.2 NOTES & DETAILS C2.0 EXISTING CONDITIONS PLAN C2.1 DEMO PLAN C3.0 EROSION & SEDIMENT CONTROL NOTES & DETAILS C3.1 EROSION & SEDIMENT CONTROL PLAN- PHASE I C3.2 EROSION & SEDIMENT CONTROL PLAN- PHASE II C4.0 LAYOUT & UTILITY PLAN C4.1 STRIPING AND SIGNAGE PLAN C5.0 GRADING AND DRAINAGE PLAN C5.1 GRADING SPOT SHOTS C6.0 STORMWATER SUMMARY PLAN C6.1 SWM BMP PLAN C6,2 SWM DETAILS C6.3 STORMWATER PROFILES C6.4 DITCH & UTILITY PROFILES C7.0 SIGHT DISTANCE PROFILES L1.0 LANDSCAPE PLAN L2.0 LANDSCAPE NOTES & DETAILS E402 SITE PHOTOMETRIC PLAN PROVALS.. , . DATA , DEPARTMENT OF COND"TY DEVELOPMENT PLANNER/ZONING 44LU .Q • jeeuj Ct V ENGINEER SN F L ort Or► C - • /q INSPECTIONS _ Al2B Q DEPARTMENT OF FIRE RESCUE. ALBEMARLE COUNTY SERVICE AUR ORITY` VIRGINIA DEPARTMENT OF TRANSPORTATION bAX 13o -IN BEALTH DEPARTMENT " SHWGROUP ARCHITECTS I ENGINEERS I PLANNERS 609 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 P 434.295.8200 F 434.295.8601 O �vlAL1 FI Ogg O U CRAIG W J. KOTA RSIG Lic. No. 040(2048507 ARCHITECT NAME REGISTRATION # ALBEMARLE COUNTY PUBLIC SCHOOLS AGNOR HURT ELEMENTARY SCHOOL RENOVATIONS AND ADDITIONS 3201 Berkmar Drive, Charlottesville, VA 22901 Agnor -Hurt ES Addition - VDOE #2 -16 -00 -101 IFB #2014 - 05011 -41 )RAWN: J. WILSON & J. SHOWALTER .'HECKED: C. 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'/ / 11 /'�, I i \ , Uk , t�- -�J, 6 , \ ,;( � 3201 Berkmar Drive, I I \ \ \ � - j, ec, ,,, , I. ".... I'll. . - - I � / / I \ \ \ % \ \ \\ , - � 7;� ... . .; I�Ltfllll :%,i�lk�'V- 11 ... I. .... , - -- -I"`7... , \ \ I , � k i / )/I /,/// / /\\ \ .\ \ \ ,\\\\\\1d, � /' I x -1 9 1. . Iff"r, �� 77 -- \ I Charlottesville, VA 22901 / / 4, /'' / ! 1. ' ' / 11 . // . 0 2012 SHW Group ' / / | / 1/—''l '\A \ \ , 1�1-0 �Wt Ill P� - I A . I . .,- Z� , _, , - - ' / REVISED PER COMMENTS 03/27/2014 T , %, � \ \�nL \ "k L\1� \ \ � P, 0 t I'll � ,,!"r '' | , I — .1 REVISED PER VDOT COMMENTS 0512712014 . x^nuz^�9-4 '\ , I \\ ), � ''' '' , '' , nl- - I -,- I I - I / \`` . ./ . 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' ' ' ` ' ' `-~� / '. ~ � ' � ' ' ' `` ' ' SqL ` D �O' 1OD ' ' ' ~^ ` ` ` ` / ` � '� '' uo _ -~~~ A � .` / ' Nil I 17hp \� a - 'AA �- Lol!e A -.- :4 \\ - -�- - - 4-, - - :,- ~` ` � ' � � ` ` `` � '� � ` �-`- -~^ ' X� ' wC `` ' `~ �� . - 1� �� | ~-~_�' - } _ vm / ' SHW Project z �� | ' , � (;U a 1 1 | 2 | 8 | 4 | 5 1 Q 1 y | G | 9 | 10 z �� | ' , � (;U a 1 1 | 2 | 8 | 4 | 5 1 Q 1 y | G | 9 | 10 1 2 3 4 5 C� 7 N 10 F ARCHITECTS I RNGINEERS I PLANNERS 609 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 P 434.295.8200 F 434.295.8601 � t O rJ CRA1G W'1 KOTA%SKI Lic. No. 0402048507 6�, 5/x7/14 ARCHITECT NAME REGISTRATION # 1/13/2014 ALBEMARLE COUNTY PUBLIC SCHOOLS 0 C AGNOR HURT ELEMENTARY SCHOOL RENOVATIONS AND ADDITIONS 3201 Berkmar Drive, Charlottesville, VA 22901 Agnor -Hurt ES Addition - VDOE #2 -16 -00 -101 I FB #2014 - 05011 -41 DRAWN: J. WILSON & J. SHOWALTER CHECKED: C. KOTARSKI SCALE: N/A 0 2012 SHW Group ISSUE: FINAL SITE PLAN 05/27/2014 REVISED PER COMMENTS 03/27/2014 REVISED PER COMMENTS 04/30/2014 REVISED PER ACSA COMMENTS 05 /20/2014 REVISED PER VDOT COMMENTS 05/27/2014 SITE DATA: GENERAL NOTES GENERAL CONSTRUCTION NOTES FOR EROSION AND ENGINEER: TIMMONS GROUP SEDIMENT CONTROL 919 2ND ST. S.E. CHARLOTTESVILLE, VA 22902 1. CHARLOTTESVILLE, VA 22 ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA TELEPHONE: -1688 DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE CRAIG KO P.E. 2. CONTACT: CRAIG KO PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY PRE- CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND CONTACT: , MMONS.COM THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 3. LAND USE PERMITS (LUP -A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED H TAX MAP PARCEL: 04500- 00- 00 -095AO TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625 -02 -00 EROSION AND LIMITS OF DISTURBANCE: 5.38 ACRES 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL SEDIMENT CONTROL REGULATIONS. CONSTRUCTION ACTIVITIES. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE ZONING: R6 - RESIDENTIAL 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR FIRST STEP IN CLEARING. PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON MAGISTERIAL DISTRICT: RIO CONSTRUCTION. THE SITE AT ALL TIMES. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP. ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE 919 2ND ST. SE. OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR CHARLOTTESVILLE, VA 22902 OWNER, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. (434) 327 -1688 CURRENT. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL (July 7, 2013) 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT I AND I MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE LD -94 (D) 121.13. PLAN APPROVING AUTHORITY. BENCHMARK: CP PK.NAIL 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL N 3920697.44 ACCORDANCE WITH ASTM -C -76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL E 1489108.33 OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. STABILIZATION IS ACHIEVED. ELEV 599.62 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE DEVICE. DATUM: HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE REQUIRED ON ALL UNITS. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND VERTICAL: NAVD88 ESTABLISHED THROUGH LEICA 10. ALL CONCRETE SHALL BE A3 -AE (AIR ENTRAINED 3,000 PSI), UNLESS AFTER EACH RUNOFF - PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO SMARTNET OTHER WISE NOTED. . -MA I NTA N .T HE E F F E CTI VEN ESS.OF, THE,E OSION:.0. 0N TRO L DEV I CES. SHALL.-BE-MADE. M A D E 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT IMMEDIATELY. BUILDING SETBACKS: FRONT: 25' BUILDING SETBACK VDOT STANDARDS. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. SIDE: 15' BUILDING SETBACK 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND /OR FIELD CHANGES FROM THE 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE REAR: 20' BUILDING SETBACK APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND /OR THE 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER NUMBER OF EMPLOYEES: 85 DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. ZONING ORDINANCE SECTION 5.1.28. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13 -301 OF THE BUILDING HEIGHT: 28' (EXISTING BUILDING) SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT CODE OF ALBEMARLE. 18' (ADDITION) ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE (MAX. 35' FOR R6) PLAN. IF THERE APPEARS TO BE A CONFLICT, AND /OR UPON DISCOVERY OF ANY UTILITY NOT LIMITED TO THE HOURS OF 7 :OOAM TO 9:OOPM. SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1- 800 - 552 -7001. THE OWNER 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS BUILDING AREA: 69,500 +/- SF (EXISTING) SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND /OR LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO 11,200 +/- SF (PROPOSED) PROPOSED RIGHT -OF -WAY REQUIRED BY THE DEVELOPMENT. ADJACENT LAND AND STRUCTURES /IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET 80,700 +1- SF (TOTAL) 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE BECAUSE OF SLIDES, SINKING, OR COLLAPSE. AND CABLE TV SERVICE TRUNK LINES. (N /A) 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PROPOSED USES: CLASSROOM ADDITIONS, PARKING, AND BUS LOOP 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, EXISTING PARKING: 92 SPACES 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE BUILDING OR OTHER PORTION OF THE PROPERTY. RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE PARKING PROVIDED: 118 SPACES (5 ADA SPACES) 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND AT 75 LBS /ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL7O CONSIST OF F LOADING SPACES PROVIDED: LOADING SPACE PROVIDED AT PARENT DROP OFF SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). BE APPLIED AT 80LBS /100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY TOTAL IMPERVIOUS AREA (WITHIN PROJECT LIMITS): 3.06 ACRES 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE EROSION CONTROL INSPECTOR. REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC -250 PRIME COAT) PER VDOT 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND WETLAND IMPACTS: NONE STANDARDS AND SPECIFICATIONS. MULCH, AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS /1000SF, 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT UTILITIES: ACSA SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND 1000LBS /ACRE AND CONSIST OF A 10 -20 -10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE BRIDGE SPECIFICATIONS. APPLIED AT 180LBS /ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0 -5% DRAINAGE DISTRICT: SOUTH FORK RIVANNA 20. THE OWNERS REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR 80LBS /100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL DRAINAGE FACILITIES: FILTERRA BOX AND UNDERGROUND DETENTION SYSTEM WITH TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE INSPECTOR. CARTRIDGE TREATMENT SYSTEM AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 19• MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED THERE ARE CRITICAL SLOPES LOCATED WITHIN THE PROPERTY LIMITS.THEY ARE OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N /A) IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS SHOWN ON SHEET C2.0. ALL CRITICAL SLOPES ON THIS SITE THAT ARE BEING 22. ALL VEGETATION AND ORGANIC MATERIAL MATERIAL IS TO BE REMOVED FROM THE PROPOSED FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO DISTURBED ARE CONSIDERED MANAGED CRITICAL SLOPES. PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER FOR ALL SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY, THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100 -YR FLOODPLAIN. MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 AND BRIDGE STANDARDS. DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING /MAINTENANCE OF TRAFFIC NARRATIVE APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE E ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N /A) DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17- 204G.) 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) OF ROAD. (N /A) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM ORDINANCE SECTION 17 -207B) SLOPE OF 0.004 ft. /ft. 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB BLASTING NOTES AND GUTTER OR CG -7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N /A) 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION /MAINTENANCE OF TRAFFIC 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUEL FOR REVIEW BY THE ENGINEER, SCHOOL ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES OFFICIALS, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2006 UNIFORM STATEWIDE BUILDING CODE, 2006 VIRGINIA 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF CONSTRUCTION CODE, AND ICC /ANSI Al 17.1-03. OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL FACILITIES. HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY 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 ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING D 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 SILTATION CONTROL 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. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3 :1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT 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 111. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). C 7 N 10 F ARCHITECTS I RNGINEERS I PLANNERS 609 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 P 434.295.8200 F 434.295.8601 � t O rJ CRA1G W'1 KOTA%SKI Lic. No. 0402048507 6�, 5/x7/14 ARCHITECT NAME REGISTRATION # 1/13/2014 ALBEMARLE COUNTY PUBLIC SCHOOLS 0 C AGNOR HURT ELEMENTARY SCHOOL RENOVATIONS AND ADDITIONS 3201 Berkmar Drive, Charlottesville, VA 22901 Agnor -Hurt ES Addition - VDOE #2 -16 -00 -101 I FB #2014 - 05011 -41 DRAWN: J. WILSON & J. SHOWALTER CHECKED: C. KOTARSKI SCALE: N/A 0 2012 SHW Group ISSUE: FINAL SITE PLAN 05/27/2014 REVISED PER COMMENTS 03/27/2014 REVISED PER COMMENTS 04/30/2014 REVISED PER ACSA COMMENTS 05 /20/2014 REVISED PER VDOT COMMENTS 05/27/2014 1 2 LEGEND 3 F E C Finial Ball Gold Anodized Finish Two Chrome Swivel Flagsnaps < Plastisol - covered — steel counterweight Beaded nylon Retain Stainless steel Quick Cone - tapered aluminum shaft (6063 -T6) Reinforced cast aluminum access frame with cast aluminum door and o cylinder lock Cam action cleat inside Shoebase Mount�.y Electrical Conduit for Downlight Fixture FLAGPOLE DETAIL No Scale CLEAN No Scale. DETAIL htMasrer Ng . In Internal Halyard Downlight Flagpole - • • Downlighter /Truck (512) 847 -0010 - (800) 385 -5605 - EagleMountainFlag.com Combo Aluminum finial ball, gold anodized. Cast aluminum downlight /truck WH body and threaded v spindle. Stainless n steel ball bearing O assembly. °o x ro 0 0 0 0 ROADS 5/16" braided SEWER TRAFFIC STOP BAR halyard __ s �� EXISTING SANITARY SEWER pp� STORM PIPE & STRUCTURE NO. be inserted into the shoe base casting. The casting and shaft shall be joined by a continuous circumferential weld at the outside top and inside bottom of the DROP INLET & STRUCTURE NO, shoe base. A spun aluminum flash collar shall be supplied, unless otherwise H specified. WATER Anchor Bolts: Each pole shall include four anchor bolts, two hex nuts, two CURB flat washers, and one lock washer, sized to match the anchor bolts, CURB &GUTTER W EXISTING WATER LINE DRY CURB &GUTTER 6" W PROPOSED WATER LINE 1 -2 inches below the top of the pole for the wiring (this should be low enough PROPOSED PAVEMENT 0 — 6" W PROPOSED VALVE to clear the bottom of the truck threads on the inside). This hole allows the PAVED DITCH iT -i' 6" W PROPOSED TAPPING SLEEVE — JUTE MESH DITCH � PROPOSED FIRE HYDRANT (COMPLETE) —.-' • CENTERLINE OF DITCH below the thread. Therefore it must be done in the field, in order to ensure - BENCH MARK GRADING . .. .. �.. CLEARING LIMITS TC =TOP OF CURB BC =BACK OF CURB R -1 VDOT STANDARD STOP SIGN EP = EDGE OF PAVEMENT it does allow for easy installation of the lighting for your new Eagle United TW = TOP OF WALL - —200 — - — EXISTING CONTOUR BW = BOTTOM OF WALL 0 TS =TOP OF STAIRS 200 PROPOSED CONTOUR BS = BOTTOM O FSTAIRS .,... ; r ..., ......_s -.. +240.5 EXISTING SPOT ELEVATION :...,... _.,N A --NOT APPLICABLE-TO THIS / PROJECT �- TIC 240.5 PROPOSED SPOT ELEVATION PARKING COUNT F E C Finial Ball Gold Anodized Finish Two Chrome Swivel Flagsnaps < Plastisol - covered — steel counterweight Beaded nylon Retain Stainless steel Quick Cone - tapered aluminum shaft (6063 -T6) Reinforced cast aluminum access frame with cast aluminum door and o cylinder lock Cam action cleat inside Shoebase Mount�.y Electrical Conduit for Downlight Fixture FLAGPOLE DETAIL No Scale CLEAN No Scale. DETAIL htMasrer Ng . In Internal Halyard Downlight Flagpole - • • Downlighter /Truck (512) 847 -0010 - (800) 385 -5605 - EagleMountainFlag.com Combo Aluminum finial ball, gold anodized. Cast aluminum downlight /truck WH body and threaded v spindle. Stainless n steel ball bearing O assembly. °o x ro 0 0 0 0 Standard Recommended Foundation Dimensions O O Exp Fight A B . C D zo' 24' a'S" 30" 2'4" Shaft Bolt - Bolt Bolt Base 25' 24" 3'6" 30 "" Dia. Circle Proj.' Size Size 30' 36" 3'6" 30" 24" 5- 7.3/8--9-1/2" . 3-1/4" 3/4" X 24,, ;9-1/4': 35' 36" 4'0" 36" 30" 40 36 " 4 „ 6" 8 -3/4," - lo" 3 -1/4" 1" x 36" . 10-1/4," • '6' ' 42' 36 7" 10- 5116 11 -3/8" 3 -1/4" `1" x 36" ' 10 -518" WARNING: Extreme caution should be exercised when installing flagpoles near overhead poewr lines, or in the vicinity of buried cables. EX /ST GRADE METAL INSPECTION FRAME W1 SOLID LID (NEENAH R -1975 OR EQUIVALENT) ._�.. 3" CONCRETE COLLAR — - CRUSHED STONE BEDDING 6" D/ CLEANOUT PLUG AT END OF LINE CURB LINE .2I AGE k", 5 f3 7 8 PBr1ALT1' PBr1ALTY 18° � % /� % /�% .:. -a • • •° _ $100 - IR RIE 3100 - 3300 RrF X� \ \� : , BASE TOW AWAY DEJ TOW AWAYtX VAN \ \ \ ;' 6' ABOVE ACCESSO E 6' ABOVE VDOT A -3 CONCRETE FINISHED FINISHED SUBBASE GRADE GRADE r SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR CONTINUE 21B STONE BASE PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R -7 -8 SIGN AT EACH PARKING FROM ADJACENT PAVEMENT SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) SECTION UNDER CURB WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL BE PLACED ON STEEL POST 1 -1/2" 0 PAINTED BLACK SET IN MIN. 2' OF CONCRETE, VA. SIGN FOR THE DISABLED ON 0.80 GAUGE VDOT STANDARD CG-2 CURB ALUMINUM. COLORS: GREEN BORDER & No Scale LEGEND BLUE SYMBOL FOR ACCESSIBILITY WHITE BACKGROUND, TOP PARKING SIGNS FOR THE DISABLED CURB F 2 "-- 5" CONIC CURB AND GUTTER CLASS 3A, 1 R (fc =3,000 PSI) CONCRETE No Scale 3„ 4,. CONCRETE BUMPER BLOCK D. > ANCHOR WITH 5/8" REBAR ► : .. d • . IMBEDDED 24 IN GROUND HANDICAP SIGN > •; ; ° ° • . LOCATION (VAN) ,;.•. • : ' • • • , :: • °' •: • ••:�► .. • , '• �,;' e , {. HANDICAP SIGN >. ` ; • LOCATION (TYP.) ► ' ° ►. ; VDOT 21 -A STONE BASE UNDER CURB & GUTTER TO BE ° 4" MIN, CHECKED BY VDOT PRIOR TO EOP FACE OF PAVING AND/OR BACKIFILLING PAI TED 2% 18' 18' 6,,_.. „_�. COMPACTED PER 7 —2 -0 VDOT I 4" SUBGRADE SPEC. PAINTED STRIPE 81 1 81 9, I (TYPICAL) 8 81 TYPICAL VAN ACCESSIBLE ACCESSIBLE STANDARD CG -7 CURB & GUTTER HANDICAP SPACES REGULAR SPACE No Scale TYPICAL PARKING SPACE DETAILS No Scale TOP OF CURB —2" THE DEPTH OF CURB MAY A MINIMUM OF 13 "' AND A MAXIMUM OF 19" VDOT A -3 CONCRETE 4" CONTINUE STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB VDOT STANDARD CG -3 No Scale EXPANSION JOINT VNITH PREMOLDED EXPANSION 1/4" SEALANT FILLER, "ZIP STRIP " OR NON -SLIP BROOM FINISH EQUIV., SEAL WITH SILICONE SEALANT WWF 6x6 W2.9>cW2.9 2" 4 . • , 10" 3,000 PSI AIR ENTRAINED PORTLAND •" :.q CEMENT CONCRETE q, • 4'' "♦ 6" TYPE 21A STONE COVER COMPACTED SUBGRADE; (CBR 11.2) • DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS HEAVY DUTY CONCRETE SECTION No Scale "R —1" R 1.5 "DIA GALV. RAIL (TYP,)-,- 12" MIN (TYP..) KEY IN 6 " -9" FOR I EXR (TYP.) ENTIRE PERIMETER 2' -10" JOINT 1811 VDOT STD. CLASS Al RIPRAP RECESSED INTO 12" MIN GRADE D GROUND (TYP 12" .yt • 2" R 4"_..., CONC CURB AND GUTTER CLASS 3A, 611 (f - 3,000PSt) CONCRETE 0 ° . 1.,.1, 4 4 °. 4 ° Q ° . ' 711 o 4 " pA 4 4 COMPACTED \�--- CONTINUE 21B STONE SUBGRADE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB VDOT STANDARD CG -6 CURB & GUTTER No Scale C0• iR — VERAMS31SI E A CONSTRUCTION -.__ os14pp . MCIi.S. W LONG s� 6 813 t, ...- ---- -- � � wA11 �6 — ''!; ",•,-,,.....-.. - TRUNCATED DOMES "A- SEE SHEET taf . FOR DETA&S TYPICAL DESIGN 8' G 4' ^0" BACK OF CURET 1211 MAX, 4481 MAX. 1 2011 SECTION �A-4 �� 4'MlN �'cs ERMISSIKE . Ae I y ' CONTTRUCT10N 4' - SECTION B -B t01M NOTEe FOR GENERAL NOTES ON THE DETCCTABLE WARNING SURFACE. ALTERATIONS SEE SHEET _ior 4. A C SQUARE L410 W gAREA OUT EE pF Y THE MLA OD WITHN tea! CROSSWALK AREA X . crnn =9 N e�osswAn ]< � � c n TYPICAL PLACEMENT OSSWALK TYPICAL PLACEMENT AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK (WITH BUFFER STRIP) THIS DEVON TO BE USED FOR CONSTMUCI N1 THAT INCORRORATES WIDER SUWALK. LN•IOWO I4E" WDE7 REOUMKO AT TOP � CURE RAMP. MININUM CURE' RAO LENGTH 8 FC91 FOR NEW CONSTRUCTION,B FEET FOR ALTERATIONS. SHEET 2 Of 4 SO CG -12 DETECTABLE WARNING SURFACE TYPE A (PERPENDICULAR) APPLICATION „s VIRGINIA DCPAR7MENT OF 1RAN"TATION 203.0SA EXISTING PAVEMENT) PROPOSED PA SAWCUT THROUGH a. EX. SURFACE COURSE & REMOVE PAVEMENT \ 12'MIN. 10 MATCH EX. CROSS SLOPE UNLESS OTHERWISE SPECIFIED ON PLANS PROPOSED SURFACE COURSE "SHWGROUP EXISTING ARCHITECTS I iNQINERRi ( PLANNERS PAVEMENT 609 EAST MARKET STREET SUITE 202 MILL EX. CHARLOTTESVILLE, VIRGINIA 22902 SURFACE COURSE SAWCUT EX. BASE COURSE P 434.295.8200 EDGE OF PAVEMENT AGGR. BASE F 434.295.8601 NOTE: PROPOSED PAVEMENT MUST TIE IN WITH EXISTING PAVEMENT PAVEMENT REPLACEMENT JOINT DETAILT�� No ScaleG' R=Y" 0 1 _ _CONTROL JOINT.SPACE.D _.. _._ ,.,, .........._ _ . , � ,.,.. . 7, KOTARSKI G CitAiQ W AT WIDTH OF WALK Lic. No. 0402048507 5 •.:' :.�I ":., I „•; ;: EXPANSION JOINT AT MAX OF 100', WITH PREMOLDED EXPANSION FILLER Y `ssjOIVALG CONC. WALK { ARCHITECT NAME •4.4' y.•,µ. .,.4. .f i 4• + '4 • t, .i. ,, ': ,• •.i 4. 4�:, .;4 •.. :,. ';. .4 .wit.. • IU •,. 6i. a '• ..d �• .� .. "••• :.4 �'. d•'' • ! . � 4::• =. ....,. REGISTRATION # 2�m ;�:x � 5 , Z14, 1/13/2014 `- COMPACTED SUBGRADE 4” 21 -B STONE CONCRETE SIDEWALK JOINT DETAIL No Scale VARIABLE WIDTH' NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2% �— 4" 3,000 PSI AIR - ENTRAINED CONCRETE. COMPACTED SUBGRADE 4" TYPE 21B STONE COVER DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS, NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. CONCRETE SIDEWALK PAVEMENT SECTION No Scale 2.5" BITUMINOUS CONCRETE SURFACE (COURSE - SM -9.5A 6" TYPE 21B AGGREGATE BASE COURSE COMPACTED SUBGRADE DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale FINISHED GR46E i� A 1Z__Wl iIII( II(IIIII If1 = (SLOPE TOP OFSUBGRADE l �Lh THE SAME SLOPEAS MULCH FINISHED GRADE) .PLAY AREA -MULCH & DRAIN _SECTIOf�I_ _- F ALBEMARLE COUNTY puBl�c schools • CI Co Putmic Schools AGNOR HURT ELEMENTARY SCHOOL RENOVATIONS AND ADDITIONS 3201 Berkmar Drive, Charlottesville, VA 22901 Agnor -Hurt ES Addition - VDOE #2.16. 00-101 IFB #2014 - 0501141 D DRAWN: J. WILSON & J. SHOWALTER CHECKED: C. KOTARSKI SCALE: NIA 0 2012 SHW Group ISSUE: FINAL SITE PLAN 05/27/2014 _ REVISED PER COMMENTS 03/27/2014 REVISED PER COMMENTS 04/30/2014 REVISED PER ACSA COMMENTS 05/20/2014 REVISED PER VDOT COMMENTS 05/27/2014 C 5/16" braided polypropylene halyard Anchor Base: Cast from A356 alloy aluminum, the shoe base shall be heat - treated to a T -6 condition after attachment to the shaft. The shaft shall be inserted into the shoe base casting. The casting and shaft shall be joined by a continuous circumferential weld at the outside top and inside bottom of the shoe base. A spun aluminum flash collar shall be supplied, unless otherwise specified. Anchor Bolts: Each pole shall include four anchor bolts, two hex nuts, two 7; flat washers, and one lock washer, sized to match the anchor bolts, Lighting Install: The end user is required to tap a hole at 3/8" approximately 1 -2 inches below the top of the pole for the wiring (this should be low enough c to clear the bottom of the truck threads on the inside). This hole allows the wiring to re -enter the pole, concealing it from being exposed to weather extremities. The reason this hole is not tapped prior to shipment is due to placement. The hole must be tapped on the opposite side of the truck pulley, just below the thread. Therefore it must be done in the field, in order to ensure accuracy. The hole is to be tapped at 3/8" and rounded out to prevent wires from wearing against a rough edge. This does not, in any way, damage the structural integrity of the pole, nor voids the warranty that we provide. However, it does allow for easy installation of the lighting for your new Eagle United Nightmaster Downlighter Flagpole. Base r 0 Standard Recommended Foundation Dimensions O O Exp Fight A B . C D zo' 24' a'S" 30" 2'4" Shaft Bolt - Bolt Bolt Base 25' 24" 3'6" 30 "" Dia. Circle Proj.' Size Size 30' 36" 3'6" 30" 24" 5- 7.3/8--9-1/2" . 3-1/4" 3/4" X 24,, ;9-1/4': 35' 36" 4'0" 36" 30" 40 36 " 4 „ 6" 8 -3/4," - lo" 3 -1/4" 1" x 36" . 10-1/4," • '6' ' 42' 36 7" 10- 5116 11 -3/8" 3 -1/4" `1" x 36" ' 10 -518" WARNING: Extreme caution should be exercised when installing flagpoles near overhead poewr lines, or in the vicinity of buried cables. EX /ST GRADE METAL INSPECTION FRAME W1 SOLID LID (NEENAH R -1975 OR EQUIVALENT) ._�.. 3" CONCRETE COLLAR — - CRUSHED STONE BEDDING 6" D/ CLEANOUT PLUG AT END OF LINE CURB LINE .2I AGE k", 5 f3 7 8 PBr1ALT1' PBr1ALTY 18° � % /� % /�% .:. -a • • •° _ $100 - IR RIE 3100 - 3300 RrF X� \ \� : , BASE TOW AWAY DEJ TOW AWAYtX VAN \ \ \ ;' 6' ABOVE ACCESSO E 6' ABOVE VDOT A -3 CONCRETE FINISHED FINISHED SUBBASE GRADE GRADE r SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR CONTINUE 21B STONE BASE PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R -7 -8 SIGN AT EACH PARKING FROM ADJACENT PAVEMENT SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) SECTION UNDER CURB WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL BE PLACED ON STEEL POST 1 -1/2" 0 PAINTED BLACK SET IN MIN. 2' OF CONCRETE, VA. SIGN FOR THE DISABLED ON 0.80 GAUGE VDOT STANDARD CG-2 CURB ALUMINUM. COLORS: GREEN BORDER & No Scale LEGEND BLUE SYMBOL FOR ACCESSIBILITY WHITE BACKGROUND, TOP PARKING SIGNS FOR THE DISABLED CURB F 2 "-- 5" CONIC CURB AND GUTTER CLASS 3A, 1 R (fc =3,000 PSI) CONCRETE No Scale 3„ 4,. CONCRETE BUMPER BLOCK D. > ANCHOR WITH 5/8" REBAR ► : .. d • . IMBEDDED 24 IN GROUND HANDICAP SIGN > •; ; ° ° • . LOCATION (VAN) ,;.•. • : ' • • • , :: • °' •: • ••:�► .. • , '• �,;' e , {. HANDICAP SIGN >. ` ; • LOCATION (TYP.) ► ' ° ►. ; VDOT 21 -A STONE BASE UNDER CURB & GUTTER TO BE ° 4" MIN, CHECKED BY VDOT PRIOR TO EOP FACE OF PAVING AND/OR BACKIFILLING PAI TED 2% 18' 18' 6,,_.. „_�. COMPACTED PER 7 —2 -0 VDOT I 4" SUBGRADE SPEC. PAINTED STRIPE 81 1 81 9, I (TYPICAL) 8 81 TYPICAL VAN ACCESSIBLE ACCESSIBLE STANDARD CG -7 CURB & GUTTER HANDICAP SPACES REGULAR SPACE No Scale TYPICAL PARKING SPACE DETAILS No Scale TOP OF CURB —2" THE DEPTH OF CURB MAY A MINIMUM OF 13 "' AND A MAXIMUM OF 19" VDOT A -3 CONCRETE 4" CONTINUE STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB VDOT STANDARD CG -3 No Scale EXPANSION JOINT VNITH PREMOLDED EXPANSION 1/4" SEALANT FILLER, "ZIP STRIP " OR NON -SLIP BROOM FINISH EQUIV., SEAL WITH SILICONE SEALANT WWF 6x6 W2.9>cW2.9 2" 4 . • , 10" 3,000 PSI AIR ENTRAINED PORTLAND •" :.q CEMENT CONCRETE q, • 4'' "♦ 6" TYPE 21A STONE COVER COMPACTED SUBGRADE; (CBR 11.2) • DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS HEAVY DUTY CONCRETE SECTION No Scale "R —1" R 1.5 "DIA GALV. RAIL (TYP,)-,- 12" MIN (TYP..) KEY IN 6 " -9" FOR I EXR (TYP.) ENTIRE PERIMETER 2' -10" JOINT 1811 VDOT STD. CLASS Al RIPRAP RECESSED INTO 12" MIN GRADE D GROUND (TYP 12" .yt • 2" R 4"_..., CONC CURB AND GUTTER CLASS 3A, 611 (f - 3,000PSt) CONCRETE 0 ° . 1.,.1, 4 4 °. 4 ° Q ° . ' 711 o 4 " pA 4 4 COMPACTED \�--- CONTINUE 21B STONE SUBGRADE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB VDOT STANDARD CG -6 CURB & GUTTER No Scale C0• iR — VERAMS31SI E A CONSTRUCTION -.__ os14pp . MCIi.S. W LONG s� 6 813 t, ...- ---- -- � � wA11 �6 — ''!; ",•,-,,.....-.. - TRUNCATED DOMES "A- SEE SHEET taf . FOR DETA&S TYPICAL DESIGN 8' G 4' ^0" BACK OF CURET 1211 MAX, 4481 MAX. 1 2011 SECTION �A-4 �� 4'MlN �'cs ERMISSIKE . Ae I y ' CONTTRUCT10N 4' - SECTION B -B t01M NOTEe FOR GENERAL NOTES ON THE DETCCTABLE WARNING SURFACE. ALTERATIONS SEE SHEET _ior 4. A C SQUARE L410 W gAREA OUT EE pF Y THE MLA OD WITHN tea! CROSSWALK AREA X . crnn =9 N e�osswAn ]< � � c n TYPICAL PLACEMENT OSSWALK TYPICAL PLACEMENT AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK (WITH BUFFER STRIP) THIS DEVON TO BE USED FOR CONSTMUCI N1 THAT INCORRORATES WIDER SUWALK. LN•IOWO I4E" WDE7 REOUMKO AT TOP � CURE RAMP. MININUM CURE' RAO LENGTH 8 FC91 FOR NEW CONSTRUCTION,B FEET FOR ALTERATIONS. SHEET 2 Of 4 SO CG -12 DETECTABLE WARNING SURFACE TYPE A (PERPENDICULAR) APPLICATION „s VIRGINIA DCPAR7MENT OF 1RAN"TATION 203.0SA EXISTING PAVEMENT) PROPOSED PA SAWCUT THROUGH a. EX. SURFACE COURSE & REMOVE PAVEMENT \ 12'MIN. 10 MATCH EX. CROSS SLOPE UNLESS OTHERWISE SPECIFIED ON PLANS PROPOSED SURFACE COURSE "SHWGROUP EXISTING ARCHITECTS I iNQINERRi ( PLANNERS PAVEMENT 609 EAST MARKET STREET SUITE 202 MILL EX. CHARLOTTESVILLE, VIRGINIA 22902 SURFACE COURSE SAWCUT EX. BASE COURSE P 434.295.8200 EDGE OF PAVEMENT AGGR. BASE F 434.295.8601 NOTE: PROPOSED PAVEMENT MUST TIE IN WITH EXISTING PAVEMENT PAVEMENT REPLACEMENT JOINT DETAILT�� No ScaleG' R=Y" 0 1 _ _CONTROL JOINT.SPACE.D _.. _._ ,.,, .........._ _ . , � ,.,.. . 7, KOTARSKI G CitAiQ W AT WIDTH OF WALK Lic. No. 0402048507 5 •.:' :.�I ":., I „•; ;: EXPANSION JOINT AT MAX OF 100', WITH PREMOLDED EXPANSION FILLER Y `ssjOIVALG CONC. WALK { ARCHITECT NAME •4.4' y.•,µ. .,.4. .f i 4• + '4 • t, .i. ,, ': ,• •.i 4. 4�:, .;4 •.. :,. ';. .4 .wit.. • IU •,. 6i. a '• ..d �• .� .. "••• :.4 �'. d•'' • ! . � 4::• =. ....,. REGISTRATION # 2�m ;�:x � 5 , Z14, 1/13/2014 `- COMPACTED SUBGRADE 4” 21 -B STONE CONCRETE SIDEWALK JOINT DETAIL No Scale VARIABLE WIDTH' NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2% �— 4" 3,000 PSI AIR - ENTRAINED CONCRETE. COMPACTED SUBGRADE 4" TYPE 21B STONE COVER DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS, NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. CONCRETE SIDEWALK PAVEMENT SECTION No Scale 2.5" BITUMINOUS CONCRETE SURFACE (COURSE - SM -9.5A 6" TYPE 21B AGGREGATE BASE COURSE COMPACTED SUBGRADE DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale FINISHED GR46E i� A 1Z__Wl iIII( II(IIIII If1 = (SLOPE TOP OFSUBGRADE l �Lh THE SAME SLOPEAS MULCH FINISHED GRADE) .PLAY AREA -MULCH & DRAIN _SECTIOf�I_ _- F ALBEMARLE COUNTY puBl�c schools • CI Co Putmic Schools AGNOR HURT ELEMENTARY SCHOOL RENOVATIONS AND ADDITIONS 3201 Berkmar Drive, Charlottesville, VA 22901 Agnor -Hurt ES Addition - VDOE #2.16. 00-101 IFB #2014 - 0501141 D DRAWN: J. WILSON & J. SHOWALTER CHECKED: C. KOTARSKI SCALE: NIA 0 2012 SHW Group ISSUE: FINAL SITE PLAN 05/27/2014 _ REVISED PER COMMENTS 03/27/2014 REVISED PER COMMENTS 04/30/2014 REVISED PER ACSA COMMENTS 05/20/2014 REVISED PER VDOT COMMENTS 05/27/2014 C HI GI F 1 ( 2 Albemarle County Engineerin Final Plan General Note Page 1 of ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes I . Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched, 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it 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 111. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry ruc n n s 29 CFR Part 1926), i N 1 February 6, 2013 ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA 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 ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1- 800 - 552 - 7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (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 HE VALVE RESTRAINT FOR T D A FUTURE EXTENSION OF THE LINE. E U RIN G 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10.THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO- LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). METER SIZE ""'1VSKJIV U11VItIVJIVIV utIVItIVJIUN �- p A B C 1 1/2" 3'1" 510" 3'8" 2" 3'1" 5'0" 3'8" 3" 5' MIN. 10' MIN. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO 4" 5' MIN. 1 12' MIN, PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A -4. GREATER THAN 4" PROPOSALS WILL BE SUBMITTED, SIDE VIEW 4 5 1 6 CG -12 ♦ , '9 GENERAL NOTES: �- p 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2. DETECTABLE WARNING TO BE CLASS A -3 CONCRETE (CLASS A -4 IF PRECAST) 4' ' WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE ]--- 10:1 MAX RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN I TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE TYPE A WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. PERPENDICULAR 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP L FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. I 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO j.. THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF 5' MIN PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A -4. 1 MpX 5. REQUIRED BARS ARE TO BE N0. 5 X 8" PLACED 1' CENTER TO CENTER ALONG 12•'1 MAC - BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1%2". No Scale 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS TYPE B ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER, PARALLEL 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED 2.60 2.52 BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 2.00 AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY 2.50 CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, THEY MUST PEDESTRIAN CROSSWALKS MAX OR NONEXISTENT. BE LOCATED WITHIN 1 AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT 12:1 MAX BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS 5. MIN X W UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED a AND USED BY PEDESTRIANS. 4' MIN 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT AT , 2" HIGHER THAN EDGE E OF PAVEMENT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS AT X W ,SAME AS TOP OF CURB PERPENDICULAR TO THE CURB. METHOD OF TREATMENT IN DROP INLETS TYPE C 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK, WHEN THE ENTRANCE RADIICANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK PARALLEL & PERPENDICULAR TRAFFIC, REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY PPIIPES ENCOUNTERED. TRUCK TRAFFIC) FOR CONCRETE TR C 0 DE PTH N 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), 22 1/2 A 4'x 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR 2.16 INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4'x 4' D LANDING. AREA MA- Y INCLU_ D.E _ .TH E PUTTER PAN. ...__ - -TR UNC AT EO DOME 2.66 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF "-2.4" C-C 11 1/4 1.66 CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE .6 o WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH " O O O O O 90 • 3.83 THE BACK OF CURB. c 0 0 0 0 0 0 0 O O O O O THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED WHERE INVERT, OF PIPE IS ABOVE INVERT OF 10" & 12" ` 1 3.33 3.58 o 0.43 3.83 SOT UC�EOR // v � 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O 0 0 0 0 0 0 0 0 0 0 2.58 LANDING RAMP ` ♦ a 1,83 IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. 2.84 + O O O O O O O O O 0 0 0 0 0 0 THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A PORTLAND CEMENT CONCRETE MIX .CONFORMING TO CLASS A3 OR / N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CLASS Ct EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE R&GW.BROKEN TOR BROKCONSIST � / � a ` ` , • ' "' t , : • •�';.I :;5, ' j ; 000000000000000 BBRROKEEN4CONNCRETE CRETE THE UBRRIFC� SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE f I %• % F A E DIAMETER I : {:;.;�;c,�,: {I;;=;,,: .•:,fj: � O O O O O O O O O O O O O O O OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED, DETECTABLE A RNING O , a ♦ AT BACK OF CURB SEE NOTE 12. " -14" 01 R ' VARIABLE FULL WIDTH OF RAMP FLOOR PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL XVDOT CG -12 DETECTABLE WARNING SURFACE SPECIFICATION RFERE CE REFERENCE ROAD AND BRIDGE STANDARDS SHEET 1 OF 5 REVISION DATE (GENERAL NOTES) 105 203.05 7/11 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 CG -12 No Scale 1.75" DIAMETER DRILLED HOLE FOR TOUCH READ JNITS. TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH 24" X 36" ALUMINUM ACCESS HATCH TYPICAL METER VAULT D N.T.S. FIG. W- 7A TD - 11 ♦ , '9 EQUIPPED WITH CHARLOTTES - \/ C QOR APPROVED EQUAL 1 OF MID -POINT OF ' 8 C 1.75" DIAMETER DRILLED HOLE FOR TOUCH READ JNITS. TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH 24" X 36" ALUMINUM ACCESS HATCH TYPICAL METER VAULT D N.T.S. FIG. W- 7A TD - 11 Is -1 ♦ , '9 EQUIPPED WITH CHARLOTTES - \/ C QOR APPROVED EQUAL 1 OF MID -POINT OF ' 8 LARGEST PIPE. I SHAPE TO CONTOUR OF PIPE t L 7 CU. FT. I 18" VALVE BO j.. a W 90 2.50 ♦ ♦ A 3.01 0.24 No Scale 4" & 6" 45 22 1/2 2.00 1.50 2.25 2.00 2.60 2.52 N O 2.00 2.25 2.50 0.15 Z 11 1/4 1.50 2.00 2.50 Q SLOPE TO DRAIN TO INVERT V D 90 3.66 3.16 SECTION A -A OF OUTLET PIPE 0 METHOD OF TREATMENT IN DROP INLETS DIFFERENT Z 45 2.66 PPIIPES ENCOUNTERED. 2.77 N 22 1/2 1.66 2.16 2.69 D A 2.91 2.66 0.32 iE 11 1/4 1.66 ASH P tSJ(i OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH 2.67 \ " =I 90 • 3.83 � 4 c THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED WHERE INVERT, OF PIPE IS ABOVE INVERT OF 10" & 12" ` 1 3.33 3.58 o 0.43 3.83 SOT UC�EOR // 0.52 � 22 1/2 ODUT E, PIPE 2.58 Is -1 ♦ , '9 EQUIPPED WITH CHARLOTTES - \/ SHAPE TO ELEVATION QOR APPROVED EQUAL 1 OF MID -POINT OF (FEET) LARGEST PIPE. I SHAPE TO CONTOUR OF PIPE t L 7 CU. FT. SHAPED ET SECTION B -B PLAN METHOD OF TREATMENT IN MANHOLES STANDARD METHOD OF SHAPING REFERENCE MANHOLE & INLET INVERTS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 7 1 8 1 FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING B STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. )UNDATION IN POOR SOIL UNDER -CUT CONDITION 4' 1 INITIAL BACKFILL 4 MI \BLE 8" s" 8" " MIN, MIN MIN. #68 STONE RANULAR FILL AS APPROVED BY ACSA ST CK' STABLE SOIL OR ROCK TE 40 ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 40 ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 'HE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. JO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED N THE TRENCH. SELL HOLES SHALL BE DUG OUT IN ALL CASES. FOR ALL BENDS 1 45' PLUG 2 FOR TEE WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. 45' 1 J N Z chi 10 PLACE V GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL, FINISHED GRADE --. ADJUSTABLE VALVE BOX W/ LID M.J. GATE VALVE WATER LINE 1P . 2500 P.S.I. CONCRETE �' n 2'x 2' BEARING AREA THRUST BLOCK d Q 4 C 4. d a a NQ1E: IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. GATE VALVE No Scale ♦ , KENNEDY GUARDIAN (K -81 A) EQUIPPED WITH CHARLOTTES - MUELLER CENTURION (A -423) VILLE THREADS WHICH IS QOR APPROVED EQUAL 1 THE LOCAL STANDARD. (FEET) LENGTH OF BRANCH VARIES I 2' TO 10' (270') L 7 CU. FT. I 18" VALVE BO j.. a 90 2.50 ♦ ♦ A 3.01 0.24 No Scale 4" & 6" 45 22 1/2 2.00 1.50 2.25 2.00 2.60 2.52 0.15 0.10 2.00 2.25 2.50 0.15 11 1/4 1.50 2.00 2.50 0.10 SLOPE TO DRAIN TO INVERT ' 90 3.66 3.16 SECTION A -A OF OUTLET PIPE a TRANSITION BETWEEN a PIPE DIAMETERS WHEN METHOD OF TREATMENT IN DROP INLETS DIFFERENT 8 " 45 2.66 PPIIPES ENCOUNTERED. 2.77 0.26 22 1/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 ASH P tSJ(i OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH 2.67 \ " 90 • 3.83 3.42 0.83 THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED WHERE INVERT, OF PIPE IS ABOVE INVERT OF 10" & 12" ` 1 3.33 3.58 SLOPE TO DRAIN TO INVERT 0.43 3.83 SOT UC�EOR // 0.52 22 1/2 ODUT E, PIPE 2.58 2.86 MANHOLE OR DROP MET IS TO BE FORMED AND CONSTRUCTED ` ♦ 11 1/4 1,83 IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. 2.84 0.18 THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A PORTLAND CEMENT CONCRETE MIX .CONFORMING TO CLASS A3 OR / CLASS Ct EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE R&GW.BROKEN TOR BROKCONSIST � / � a ` ` , • ' "' t , : • •�';.I :;5, ' j ; BBRROKEEN4CONNCRETE CRETE THE UBRRIFC� SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE f I : {:;.;�;c,�,: {I;;=;,,: .•:,fj: � OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED, , a ♦ SHAPED ET SECTION B -B PLAN METHOD OF TREATMENT IN MANHOLES STANDARD METHOD OF SHAPING REFERENCE MANHOLE & INLET INVERTS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 7 1 8 1 FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING B STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. )UNDATION IN POOR SOIL UNDER -CUT CONDITION 4' 1 INITIAL BACKFILL 4 MI \BLE 8" s" 8" " MIN, MIN MIN. #68 STONE RANULAR FILL AS APPROVED BY ACSA ST CK' STABLE SOIL OR ROCK TE 40 ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 40 ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 'HE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. JO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED N THE TRENCH. SELL HOLES SHALL BE DUG OUT IN ALL CASES. FOR ALL BENDS 1 45' PLUG 2 FOR TEE WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. 45' 1 J N Z chi 10 PLACE V GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL, FINISHED GRADE --. ADJUSTABLE VALVE BOX W/ LID M.J. GATE VALVE WATER LINE 1P . 2500 P.S.I. CONCRETE �' n 2'x 2' BEARING AREA THRUST BLOCK d Q 4 C 4. d a a NQ1E: IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. GATE VALVE No Scale "SHWGROUP ARCHITECTS I ENGINEERS I PLANNERS 609 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 P 434.295.8200 F 434.295.8601 T AL C) _ J. K HI CRAIG W. J TARS O G U Lie. No. 0402048507 o�ss!ON'AL ARCHITECT NAME REGISTRATION # 1/13/2014 ALBEMARLE COUNTY PUBLIC SCHOOLS Nb min M V �.� Vtlivt 1W BEDDING AS •'• $" x s" REQUIRED I ' ' TEE 0 2500 P.S.I. CONCRETE • • -- .�':!.' _ > J _ BASE AND THRUST E r ; . ' >>. „�� • • ' R•' BLOCK AGAINST '�" p ,«wow. PLUG UNDISTURBED STABLE • SOIL. 45" 4 STEEL PILE MIN MIN 3/4" THREADED RODS TO WHEN WHEN THE SOIL IS DISTURBED OR WHEN MAIN IN ALL INSTALLATIONS. T T A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2 -3/4" OR ASPHALT COATED THREADED SECTION 1--1 SECTION 2-- 2 CONCRETE. RODS IFD NECESSARY, A STEEL OPRLEG SHALL BE USED AS ADQITIONAL SUPPORT AG N O R HURT PIPE NOTE: HYDRANT MUST BE KENNEDY GUARDIAN (K -81 A) EQUIPPED WITH CHARLOTTES - MUELLER CENTURION (A -423) VILLE THREADS WHICH IS QOR APPROVED EQUAL 1 THE LOCAL STANDARD. (FEET) LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270') L 7 CU. FT. T 18" VALVE BO H GRAVEL -1 90 2.50 "SHWGROUP ARCHITECTS I ENGINEERS I PLANNERS 609 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 P 434.295.8200 F 434.295.8601 T AL C) _ J. K HI CRAIG W. J TARS O G U Lie. No. 0402048507 o�ss!ON'AL ARCHITECT NAME REGISTRATION # 1/13/2014 ALBEMARLE COUNTY PUBLIC SCHOOLS Nb min M V �.� Vtlivt 1W BEDDING AS •'• $" x s" REQUIRED I ' ' TEE 0 2500 P.S.I. CONCRETE • • -- .�':!.' _ > J _ BASE AND THRUST E r ; . ' >>. „�� • • ' R•' BLOCK AGAINST '�" p ,«wow. PLUG UNDISTURBED STABLE • SOIL. 45" 4 STEEL PILE MIN MIN 3/4" THREADED RODS TO WHEN WHEN THE SOIL IS DISTURBED OR WHEN MAIN IN ALL INSTALLATIONS. T T A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2 -3/4" OR ASPHALT COATED THREADED SECTION 1--1 SECTION 2-- 2 CONCRETE. RODS IFD NECESSARY, A STEEL OPRLEG SHALL BE USED AS ADQITIONAL SUPPORT AG N O R HURT PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 No Scale 4" & 6" 45 22 1/2 2.00 1.50 2.25 2.00 2.60 2.52 0.15 0.10 2.00 2.25 2.50 0.15 11 1/4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 8 " 45 2.66 2.66 2.77 0.26 22 1/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1,83 2.33 2.84 0.18 NOTE : ELEMENTARY SCHOOL 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. RENOVATIONS AND 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES) ADDITIONS 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX., 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. 3201 Berkmar Drive IT IS NOT ALLOWED IN THE DITCH. , 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP Charlottesville, VA 22901 HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. Agnor -Hurt ES Addition - VDOE #2 -16-00 -101 TYPICAL FIRE HYDRANT ASSEMBLY DETAIL IFS #2014- 05011 -41 No Scale D DRAWN: J. WILSON & J. SHOWALTER 2 1/2" THREADED SIAMESE CHECKED: C. KOTARSKI SCALE- MIA 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES lwlvlvLt�llviv FOR r imr- 0 2012 SHW Group WATER METER VAULT TOP STANDARD MANHOLE AND INLET SHAPING FOR ALL MANHOLE & INLET STRUCTURE SIZE, DEAD ENDS AND AT VALVES. DEPARTMENT (THREADS TO BE No Scale No Scale 2. USE 2500 P.S.I. CONCRETE. CONSISTENT WITH LOCAL FIRE 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. DEPT. STANDARDS ISSUE: FINAL SITE PLAN 05/27/2014 F -108 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF 2'W x 2'L x 0.3H SEAMLESS C01/ER SLEEVE ALL THRUST BLOCKS. CONCRETE REVISED PER COMMENTS 03/2712014 Moderate Volume Commercial Entrance Design along Highways with Shoulders COLLAR REVISED PER COMMENTS 04/30/2014 /DEN //FICA TION PLATE - - ��- ' ' z. -�, -- 2.5' FROM. 3/4" THREAD --O -LET ON FINAL GRADE STEEL PIPE WITH 3/4" TO OUTLET AUTOMATIC BALL DRIP ENCASED IN STONE •, ; `` STANDARD CONCRETE . 2'x2'x2' VDOT STD #57 THRUST BLOCK STONE WRAPPED IN FILTER 'FABRIC *NOTE: PIPING TO BE DIP. SIZE AND CLASS 52. DIP PIPING TO BE RESTRAINED JOINT. REVISED PER ACSA COMMENTS 05/20/2014 CONCRETE THRUST BLOCKS REVISED PER VDOT COMMENTS 05/27/2014 No Scale EFFLUENT PIPE ° b EFFLUENT PIPE .. �• o IN PIP ENT •i _ D INFLUENT PIPE , e C SIAMESE CONNECTOR DETAIL No Scale 1 F� 3 4 6 8 7 N. 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SHOWALTER WIEQUIPMENT DIP WA7 ADDRESS: 3201 BERKMAR DRIVE Lo z CHECKED: C.KOTARSKI A STIC SCALE: Ito 30' PL WA TER VA UL T (CONC. PAO) RETAINER 0 2012 SHW Group 2 JMA P ISSUE: FINAL SITE PLAN 05/2712014 I DECK REVISED PER COMMENTS 03/27/2014 ELEMENTARY SCHOOL REVISED PER COMMENTS 04/30/2014 FFE= 567. 15' ,�IAVEDACCES CONC. SW 6' REVISED PER ACSA COMMENTS 05/20/2014 I STORY BUILDING UGT---4'CL REVISED PER VOOT COMMENTS 05 GA TE PEAR CREPE 8" BRICK WALL 73.05' 'PVC (Orainage) 568.63' FENCE LcA (CENTER ON UTL.) WILIE CANOPY on p14) 567.,98' WOOD WHEEL A)E CK CREPE 47 STOP 4 DEC 151 70' CONC. STEP— GO STEPS 10 ON UUMP 60 43' RICK WALL L SA XN 2VANDICAP SPACES 7 CONC. a CONC. S STEPS STEPS \6\64(West) BRICK WALL 11. 7' CONC. :S�� TE STOP WHEEL 90 INLET 2.5'x 2.5'GRA fE Z. IN V IN CP ;�04 MANAGED CRITICAL SLOPES U FP\_ SPACES Z 16 PARKING SHEET TITLE% CF STING 7 PA 11A P CONDITIONS APPROX. 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I \ \ _� I I - BERKMAR DB. 166 I-ONE-70: R6 TAI X ,I/A P P, CURRENT ROBERT F " \ & GLAD YS E DB. 2097, ZONED: R6 R1 SIN,GL '-- FAIMIL Y TAX MAP PAA CURRENT USE: \ 1\ , 11 \ � \ , . 1- " .�t,x,rf lk -9.1 . - (5 4� % I ( ) P . i C� - t - " el I � �, f *N�, y f-4 � �4 0 G UCmRAm1GwJ,* OTARSKI$� Lie. No. 0402048507 ft - 5/,X7/14 ,e ,� F ARCHITECT NAME REGISTRATION # 1113/2014 \ \ \ ALBEMARLE COUNTY \ PUBLIC SCHOOLS IS \ 11� /1-N - \ \ . \ . \ .. �A\x , N N -�.- - -- - , %� �. _. _. , , ,;�, �., __ - - 7- I � �__ 1 - -_ - __ __ - - -V- 0-77-0 — -1 - -1 I . r\"I_w%.0r% U I_- nivw I_%"1I14%w I InL.L- Lw^IWA 111"w - - I I \ \ ,-, N LL - - .- . I - ,W�, L L I L -_ � - __� � - - � �� __E -WA`f ' ' ' :' '� -_ - - - � - .- - - I --- " _ - / U \ I 11 ........ 670" � � _� :;-....::t� - / 3 1 �// " \ \ I L ' \ ". " � 7--:7 L- '77 7_ _::��, ��_�� '' "., -_ - -7 77:�L�,;7�, _�� . �. , _ - -, � --- 11 ,-- — ND EfiZ6,NE \\,. I �� -_ � - I - PLAYr I \ - \ \ , �X \ V , I L '_��L '_ -L , . _� 7 _4� _,�7 L ��_ L. I .. - _ �_. - - - -Aga 11 1��' �, - PLAY EQUIPMENT AT PROPOSED X 55 "I \ \ \ ,\ \ - I . L�,\,� _ �, '- ':.,L:�� 1 -7 �,, �,',_: ��! - I. 1 I __,�__ - - - (% REMOVAL I �,. \ � PORTIC IN5EAgEMENTTO / - 11, _. I ., ' , �, �, I 1\ - . .� ,�_ L��, . I ' I --- - , , .1, "I \ - V�� ,,,�', . ., . L - � -- -- - - -.I* _- - \ , - - - - - -- .� 11 :,,'� \ =�,�-- - 7— —� �, ---7-- 7�� , L, , __ — __ ___ — --r— ___� � ----- — - I . - , \ :.= = :�_� 11z;7_ 1� � _ ___� __ __ - _ - - __ - -::,:- _� I---- ___ _=._..___ - - _. "� ,AREA. CONTRACTOR SHALL COORDINATE __ __ - _ =_= - =---. = :�_�� = __ ___ __ - - =�__,tl - - - I/ - " \�_ - - __ 1, _. , - .�ff- - _: __ - - \ -I ,� _. I.._0 �, ,.- -1 twIL I - - --t -4. _1 z _::� - - �_�_, . f7f��, - __ - - - BEVAC EE-SHEETC4 � , � __I� ,,�.,�_-- T_�;__ - - f�_wo _________ -_ - - _ /I . 1\ '� -;::/- =/= _N__ -7- % \ \ I ___ ___ - _�_, _____Z__� " __ - - -..--- ------- �J/_____ __�-__::� _____ _____ w__ __ __.__:7L_ , -'Vl \ I , .- THE�NSTALLATION PER THE MANUFACTURER'S I- \ I __ �_=__ -:!!!!-----t�V - - ----- wz�_- _ " I- ____________-___________ __1 - \ . I _F0 SED EA - __ - 1� < - -, I uo \ \ \ \\ P� - - ___ w_____ _::�_ ___ � - .__ _� __________ \/ - - - - __ -, __ \ - , � STANDARDS AND HAVE REINSTALLATION ,_ - I- \ -1, " � \ )---- W----- -- --- - --- -- , ---__:_4��- — -- - .- ��Jc I I" 'L - \ \ \ \ \ � ___�_ - �\ � - - "I . 11 1� � - � / 1; I", -, i I \ \ \ \ \ \1 \ \ \ \1 I \ - - _ _* - - - - - - -.- __ _ _1__�__-______ - 1� - � �/Z-� � ` - - - - / . 11 ) � " \ .1 \ \ \ \ - \ __ __ - - ____ _ ___ ___ __ ____ __ _____ _ ____ - -, ,��______ - __ �_:=� - --:_-L I \ I%". - �_ __ �_ I .11 CERTIFIED. -, _ - , /\ \ CA RRIA GE GA TE, O'�/') L' \ \ __\ --.-- - � - - / \ _� \\ \\ \\ 1\ \ \ \ \ N I _`V_ \\ � - 1, ,--------- - - - - - - - - - - - ,-- ,-- _ - - - - -, __ __ - __ ----=:F_4-- [=� --P------r--_-,, - / __ I REMOVE LIGHTPOLE - - / \ \ I DB. 2366, PG. 3i /L \ \ \ " -I----- I \ " ,� I I I \ . \ \ \ \ \ -1 *:1 -1 -_ - ____ - -_ - _==::_-=:_-:::=-.=-��_ = .\ r__ \ \ 1, / / 1: I ZONED: R15 RESIDf if \ \\ \ \ ,� \ \ \ \ \ \ �n_s I �N - __�_=_��_ .-= - - �, I SAW Cow I r%%?r- I 1AL - --- / -, 1� 'I / . - /I \ \, , - r --- 7F--::---F-- I I , -I,- /_ ., \ \ " \ \ _�J __ I---- ,--,----,-,--" I I \ \ I IVUL T/-FAI/V1/L Y RESIC - //')' \ ,11 \ \ \ \ \� r--------- , ____ I ,/ / / \ \ , \ \ � \ \ \�N I , I I � I I I REMOVE WATERLINE. SEE SHEE"I C,L I [ I \ \ I k / TAX MAP f-MRCEL 11 J_� , \ \ \ \ \ \ \ \ \ 1_\1 \ \ \ \ \ \ \ \ \ \ \\ \ � I FOR SEQUENCE OF CONSTRUCTION I I \ \ I \ \ \ \ '� - / 11 � _� � � \ \ \1 I I CURRENT USE- APAR ' ,/� \ , \ \ \ \ \ \ \ 111) \ , \ \ \\ "' \ i AND EXTENTS OF NEW WATERLINE A I '. \ , / / � I � � ,�. � - , - �, _� \ I / / ,� h) \ 1\ \ \ \ \ \ \ \ I \ \ \ \ \ I \ \ \ \\ � T \ 0 01 AND TIE-IN TO EXISTING. ALL OTHER �, I I \ \ 4 1 , / 11 Al�' -, �, 11 \ .11,11, \ \ ') I \ "n \ \ \. \ , , I \ \ \\ \ 1 1 �ff I I \ \ \ _�_ z 1. "I - -------.----- � - �, �\ ., \ I i \ I 11' \ \ \ \ `� \ \ \1 \ \ � ,� , \ \ , , � \ � Ij TAX JWAP PAROFff 10WOF WATERLINE SHALL BE /I I \ I \ \ I / � ,_ - - - 1� �, \ �\ I I \ \ \ \ \ N \ \ \ \ \ \ � \ / COUNTY SCHOOL BOARD OF REMOVED -/ /I.' I ; \ \ _* - � . 11-1 I " �' \1. 11( '\ I \ / I L_N_ \_ _',_ \ � \ \ \ \ \ \ / \ I , \ I / 11, I \ - N��z 1�� 1, �_ - \ \ \ \ \ \ \ \ � \ - ALBC-MIARLE COUNTY �,' , � , I - I I - "� - � 1� \ I , � , f ___� L __- I \ � � .- _ - / *� " -, 1_\ �\ .., . \ \ I - e- � ,� \ \ \ \ \ \ \ \ \ \ \ \ �� , 11 -1 A -, - ,�� _� � \ \ --- - I \ ,. \ I I � , i - I 11 \ 11 � _-) \ - �� / ,� , \ _��,��,� I � � I 1� , \ r';�__ -, - \ \ \ \ \ \ \ \ \ � I I , DB. 1128, PG. 650 1 \ I I � . \ 11 � �, \ J I i I -_ ' ' '\ �_ �, I ,',;(,,,,I ,�--'f_ I I 1� I � I ZONIE-D: R6 RESIDENTIAL CLEANOUT -/ " I' � � t � � � I / I - \ \ \ � 1, �, REK40VE GRAVEL & ____� \ \ \ \ " I �L,�,�',� � ,/ \ � \ \ \\ \ . I I I I \ I -i / (19.535AC.) 11 � I , _ - -- -_ - - __ _. I'll //' \� \ ,� �' I -- 0 , \ \ 1, V_ I , I I k \1 ___�\ L111 REMOVE \ _,, 1-1 (12) WOOD BENCHES D '_ I (1 � 1 \ " \ � I , \ k \ I -.- - I �x / � . \ _ __ _ , -11 ) L � I �\ \ \ \ \ \ " \ \ \ \ \ \ \ \ \ \ \ I \ \ � \ � � \ I � .-.-- i Lf) �1. W / , I / 1� \ , % I I / "'. ) 11 \ \ \ \ I : J ADDRESS: 320i BERK&YAR DRIVE \\ "I I - __ " I 11 t1il \ '\ \ \ \ \ \ \ \ \ \ \ I\ � \\ \ (�o � \ � � � �\ I I / \/\\\ // 11" / 11 \ \ \ 1-1 1-11 , I/ I � '\ �_ "I \ I � L' : \ \ \.q \ \ \ � \ \ \1 \ \ \ \ \ A 't \ � � \ REMOVE INLET ) -, � Y I - I - - ... I / / / \ \ \ � "I, L\ 1-- t" \ \ " i, , \ \ \ \ \ \ \ \ \ I \ \ � k , � \ � I , _\ I I / I \ \ \ � -_ 11 � � \ ,'I A�', \ \ _� - \\ I -_ _, -1 - -_ _ \ \ \ ", --- \ 1\ 'I I x \ \ \ \ \ � k \ )�,\ I REMOVE VALVE - ( 11 / - - - - a ,.,- REMOVE AND. RELCV(T&(4� If \ \ �, � , --- �, _� X_,o A_ \ \ \ \ I _.L L,", \ I \ \ �� \ 'I � I � k. � � k REMOVE CONCRETE - / \ _/___ - , - - / \ I \. "-- - - _� REMOVE WOOD DIECK , L - "I \ \ \ \ :� - - - - I � I iel \ \ \ \ \ \ \ \ \ I I - _ - SHECFS 66ORDIN A,TF,,WITR \ �\ 570- - -- - - \ I \ I \ \ \ � I I � It , \ li� I _/ / - _ --,-- - I/ 1-1 \ � - \ - I- - I=t ___ \ \ \ - I \ \ \ \ k \ \ � % I I \ REMOVEAND OWNER— / ` - - . 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'" I � \ _�___/_ \ \ \ __�, - ___;;�, �___ G'� _\ �� - - -1 , / ,4 1 "I' � - I / . / / " - . - - - I _� -11 - - . , / J . I I I � 2 1 3 1 4 1 5 1 6 1 7 1 . 8 1 1 9 1 10 SHW Project: I C2ml 3113-008-00 1 1 2 3 4 1 5 1 6 1 7 8 9 1 10 EROSION AND SEDIMENT CONTROL NARRATIVE MINIMUM STANDARDS: TABLE 3.31 -B "' � r� a limp A PIPE OUTLET CONDITIOINS A r PROJECT DESCRIPTION AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED BY A DISTRICT OR LOCALITY MUST BE CONSISTENT WITH THE FOLLOWING CRITERIA, ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS E THIS PROJECT INCLUDES TWO BUILDING ADDITIONS TO AGNOR HURT ELEMENTARY SCHOOL, AN ADDITIONAL TECHNIQUES AND METHODS: "QUICK REFERENCE FOR ALL REGIONS" ENTRANCE AND BUS LOOP TO THE NORTHWEST, MODIFICATIONS TO EXISTING PARKING LOTS AND MS -1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS 00/ ■ ■ Now ASSOCIATED SITE WORK, LIMITS OF CLEARING AND GRADING ARE 5,38 ACRES. REACHED ON ANY PORTION OF THE SITE, TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS PLANTING DATES SPECIES RATE (LBS. /ACRE) THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE ADJACENT PROPERTY APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. SEPT. 1 - FEB. 15 50/50 MIX OF ;;',;::<<:;''; ~:: ado do /r E PROJECT, OIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH TY BOUNDARY. THE PROPERTY IS BOUNDED BY MS -2, DURING CONSTRUCTION OF TH 0 C S S 0 S THESE IMPROVEMENTS ARE BEING MADE WITHIN THE PROPER ► ANNUAL RYEGRAS 4..• .Y WOODBURN ROAD ON THE WEST BERKMAR DRIVE ON THE EAST WOODED RESIDENTIAL AND COMMERCIAL SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION LOLIUM MULTI- FLORUM E OUTLET o O , , ( ) : �°" �`• +.;;.' s':;,:.:,',;;°;;.:-;> ;,:'::s',;�:•,:;;:•;:�;, > >:;'" _,:'• PIP T FLATA,R H AREAS TO THE NORTH AND SOUTH. OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. 50 -100 WITH NO DEFINED CHANJN H SHWGROUP MS -3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED, CEREAL WINTER RYE EXISTING SITE CONDITIONS PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE (SECALE CEREALE) PLAN VIEW THE SITE IS CURRENTLY THE LOCATION OF AGCOR HURT ELEMENTARY SCHOOL, ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. A R C N I T i C T 0 I t N 41 N i i R 4 I P L A N N i R is MS -4. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE FEB. 16 - APR. 30 ANNUAL RYEGRASS 60 -100 PERSPECTIVE VIEW La OFF -SITE AREAS CONSTRUCTED AS A FIRST STEP IN ANY LAND- DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND (LOLIUM MULTI- FLORUM) 609 EAST MARKET STREET ;:;•, ',•::,; "; rls SUITE 202 A NEW ENTRANCE ROAD WILL BE CONNECTED TO WOODBURN DRIVE AND WORK DONE IN THE RIGHT OF WAY DISTURBANCE TAKES PLACE. " CHARLOTTESVILLE, VIRGINIA 2202 ELY AFTER -AUG, 0% -- WILL BE APPROVED BY VDOT. MS 5, STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIAT FT MAY 1 31 GERMAN MILLET 50 '''' '''``'" INSTALLATION. „y:. •�r' ^•4i`;' "� ":si:±,; +��' ` 'n . 94',•` � SETARIA ITALICA) P 434.295.8200 CRITICAL EROSION AREAS MS -6, SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE ( o I ^ i F 434.295.8601 CRITICAL SLOPES HAVE BEEN INDICATED WITH HATCHES ON THE EXISTING CONDITIONS SHEET C2,0, SERVED BY THE TRAP OR BASIN. TS 3.31 �.� ' FOIR A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP F�ql ti .'(A$7tA 11' SECTION A-A FILTER KEY R PER RECOMMENDED ER y4 CLOTH ENTIRE PERIMETER SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. EROSION AND SEDIMENT CONTROL MEASURES TEMPORARY SEEDING PLANT MATERIALS ,... �,. . UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO No Scale ' A PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 ll WIR SPECIFICATIONS OF THE CURRENT ADDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF TABLE 3.32 -D I FABRIC HANDBOOK. THE MINIMUM STANDARDS OF THE VESCH SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED THE BASIN DURING A 25 -YEAR STORM OF 24 -HOUR DURATION, RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS SHALL SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA LINE POST 3do(MIN.) 8, CONVENTIONAL `I _ lo, .,-. GROUND LINE A OR APPROVED BY A VARIANCE BY LOCAL AUTHORITIES HAVING JURISDICTION. CORRESPOND TO A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED. METAL(T)OR 1 �, MAX, Off' MS -7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TOTAL LBS. PER ACRE MIN.' (U) POSTS BRACING FOOTING STORMWATER RUNOFF CONSIDERATIONS TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE MINIMUM CARE LAWN d° G' Y THE PROBLEM IS CORRECTED, COMMERCIAL OR RESIDENTIAL 175 -200 LBS. SAF PERSPECTIVE VIEW METAL FENCE VIEW UNDERGROUND DETENTION WILL BE USED TO CONTROL OFFSITE RUNOFF, CARTRIDGE FILTERS STEMS AND STABILIZING MEASURES UNTIL RO E o PLASTIC FENCE - _ __ PIPE oUTI.ETTOWELL � 1 �� G - CONCENTRATED RUNOFF HALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90 -100% - DEFINED CHANNEL G CxAiGw r.>«orazzs A FILTERRA BOX WILL BE THE STORMWATER, MS 8, S Q IMPROVED PERENNIAL RYEGRASS 0-5% SAFETY FENCE Lic.No. 0402048507 PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. STORMWATER RUNOFF CONSIDERATIONS MS -9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. KENTUCKY BLUEGRASS 0 -5% No Scale PLAN VIEW �, 5`a7/I1+ ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED IN ACCORDANCE WITH VESCH AND MS -10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER TYPICAL ORIENTATION OF TREATMENT - 1 SOIL (STABILIZATION BLANKET) Le ass THE CONSTRUCTION SEQUENCE, INCLUDING THE INSPECTION OF ALL MEASURES AFTER ALL RAIN EVENTS. CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. GENERAL SLOPE (3:1 OR LESS) jGNAL MS -11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET KENTUCKY 31 FESCUE 128 LBS. SHALLOW' STRUCTURAL PRACTICES: PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE RED TOP GRASS 2 LBS. SLOPE ' t, 0% 1, TEMPORARY CONSTRUCTION ENTRANCE - 3,02 A TEMPORARY CONSTRUCTION ENTRANCE SHALL BE CHANNEL AND RECEIVING CHANNEL, SEASONAL NURSE CROP " 20 LBS. PROVIDED AT THE LOCATION INDICATED ON THE PLANS. IT IS IMPERATIVE THAT THIS MEASURE BE MS -12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL 150 LBS. ON SHALLOW SLOPES, STRIPS NETTING d PROTECTIVE COVERINGS MAY BE MAINTAINED THROUGHOUT CONSTRUCTION. ITS PURPOSE IS TO REDUCE THE AMOUNT OF MUD SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE LOW- MAINTENANCE SLOPE (STEEPER THAN 3:1) APPLIED ACROSS THE SLOPE SECTION A-A . TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS, EARTHEN FILL MAY BE USED FOR THESE KENTUCKY 31 FESCUE 108 LBS. FILTER KEY iN 13 " -9 "; RECOMMENDED FOR 2, SILT FENCE BARRIER - 3.05 SILT FENCE SEDIMENT BARRIERS SHALL BE INSTALLED DOWNSLOPE OF STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. RED TOP GRASS * 2 LBS. WHERE THERE IS A BERM AT THE TOP BERM NOTES: CLOTH ENTIRE PERIMETER AREAS WITH MINIMAL GRADES TO FILTER SEDIMENT -LADEN RUNOFF FROM SHEET FLOW AS INDICATED, MS -13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX -MONTH PERIOD, A SEASONAL NURSE CROP 20 LBS. OF THE SLOPE, BRING THE MATERIAL CROWNVETCH 20 LBS. OVER THE BERM AND ANCHOR IT 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP„ GABION BASKET, OR ** ITS PURPOSE IS TO INTERCEPT SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS AND PREVENT TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. STEEP CONCRETE. SEDIMENT FROM LEAVING THE SITE. MS -14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE 150 LBS. SLOPE BEHIND THE BERM, 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PIIATES ARCHITECT NAME USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES OP 3.18 -3 AND 3.18A. THE 318 REGISTRATION # 3. STORM DRAIN INLET PROTECTION - 3.07 STONE FILTERS SHALL BE PLACED AT THE INLET OF ALL MET, * 3. d = 8- TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 DRAINAGE STRUCTURES AS INDICATED ON PLANS. ITS PURPOSE IS TO PREVENT SEDIMENT FROM MS -15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED, AS STATED BELOW: ON STEEP SLOPES, APPLY PROTECTIVE INCHES. O ENTERING THE STORM DRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION. MS -16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER COVERING PARALLEL TO THE DIRECTION FEBRUARY 16TH THROUGH APRIL ... ............................... ANNUAL RYE ;' OF FLOW AND ANCHOR SECURELY. 1/13/2014 4, CULVERT INLET PROTECTION - 3,08 A SEDIMENT FILTER LOCATED AT THE INLET TO A CULVERT TO APPLICABLE CRITERIA: OUTLET PROTECTION PREVENT SEDIMENT FROM ENTERING THE SYSTEM PRIOR TO PERMANENT STABILIZATION. A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. MAY 1ST THROUGH AUGUST 15TH .......................... FOXTAIL MILLET 5, DIVERSION DIKE- 3.09 A TEMPORARY RIDGE OF COMPACTED SOIL TO DIVERT WATER FROM A CERTAIN B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. AUGUST 16TH THROUGH OCTOBER ............................... ANNUAL RYE BRING MATERIAL DOWN TO A No Scale NOVEMBER THROUGH FEBRUARY 15TH ........................ WINTER RYE LEVEL AREA BEFORE „,•t.,ti'•. '•,,,, F AREA. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, TERMINATING THE 4 70' MIN. 5:1 EXISTING F 6, SEDIMENT BASIN - 3.14 A TEMPORARY BARRIER OR DAM WITH A CONTROLLED STORMWATER RELEASE TO OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. ** INSTALLATION. TURN THE END ;'"" :,..,N.. ,..,,w » A PAVEMENT LONG ENOUGH I TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF UNDER 4" AND STAPLE AT 12" ° `: "::" "- :.""'!.2 DETAIN SEDIMENT -LADEN RUNOFF FROM DISTURBED AREAS IN WET AND DRY STORAGE G EN GH D, MATERIAL USED FOR BACKF LUNG TREN H H L FARMVILLE, VA (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL DITCH �. INTERVALS. FOR THE MAJORITY OF SEDIMENT TO SETTLE OUT. STABILIZATION. OTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED IN LIEU FILTER M q MOUNTABLE BERM 6.1. MAINTENANCE OF SEDIMENT BASIN - INSPECT BASIN EMBANKMENT WEEKLY TO ENSURE IT IS E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. CLOTH (OPTIONAL;) OF CROWNVETCH INCREASE RATE TO 30 LBS. /ACRE. ALL LEGUME SEED STRUCTURALLY SOUND AND HAS NOT BEEN DAMAGED DURING CONSTRUCTION ACTIVITIES. F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. `' IN DITCHES, APPLY PROTECTIVE COVERING MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE EXISTING GROUND SIDE ELEVATION ADDITIONALLY THE BASIN SHALL BE CHECKED AFTER EVERY RAINFALL EVENT. ONCE THE SEDIMENT MS -17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE "• PARALLEL TO THE DIRECTION OF FLOW, USE CHECK 70' MIN. HAS REACHED THE DESIGNATED CLEANOUT LEVEL IT SHALL BE REMOVED AND PROPERLY DISPOSED OF TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR ADDED TO ANY SLOPE OR LOW- MAINTENANCE MIX DURING WARMER SLOTS AS REQUIRED, AVOID JOINING MATERIAL IN SEEDING PERIODS; ADD 10 -20 LBS/ACRE IN MIXES, THE CENTER OF THE DITCH IF AT ALL POSSIBLE. wASHRACK T 10' MIN. LBS. /ACRE TEMPORARY SLOPE DRAIN - 3,15 FLEXIBLE TUBING EXTENDING FROM THE TOP TO THE BOTTOM OF A CUT PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, SEDIMENT SHALL BE B OPTIONAL if OR FILL SLOPE TO TEMPORARILY CONDUCT CONCENTRATED STORMWATER SAFELY DOWN THE FACE OF A REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET PS 3.32 BM 3.36 -1 1 EXISTING CUT OR FILL SLOP WITHOUT CAUSING EROSION. WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL 12' MIN, MIN. PAVEMENT 9. OUTLET PROTECTION - 3,18 STRUCTURALLY LINED APRONS PLACED AT THE OUTLETS OF PIPES OR DEVELOPMENT LOTS AS WELL AS TO LARGER LAND- DISTURBING ACTIVITIES. _ CHANNEL SECTION TO PREVENT SCOUR AND PROTECT THE OUTLETS STRUCTURE. MS -18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION PERMANENT SEEDING MIX FOR PIEDMONT AREA SOIL STABILIZATION BLANKET (EC - 2) VDOT #1 COARSE AGGREGATE B 11:01 ALBEMARLE COUNTY 10. DUST CONTROL - 3.39 DUST CONTROL IS TO BE USED THROUGH THE SITE IN AREAS SUBJECT TO OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. No Scale POSITIVE MIN. SURFACE AND AIR MOVEMENT, TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE No scale * MUST EXTEND FULL OPEi AT f DRAINAGE TO PUBLIC SCHOOLS INGRESS AND EGRESS OPERATION SEDIMENT PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. TYPICAL TREATMENT - 1 (SOIL STABILIZATION --, �� GRAVEL CURB INLET SEDIMENT FILTER PLATRAPPING DEVICE VEGETATIVE PRACTICES: MS -19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION BLANKET) INSTALLATION CRITERIA ..- ---- -•''�� -� 1. TOPSOIL (TEMPORARY STOCKPILE) - 3.30 TOPSOIL SHALL BE STRIPPED FROM AREAS TO BE GRADED AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY 12' MIN. AND STOCKPILED FOR LATER SPREADING. STOCKPILE LOCATIONS SHALL BE LOCATED ONSITE AND STORM OF 24 -HOUR DURATION IN ACCORDANCE WITH THE STANDARDS AND CRITERIA LISTED IN THE VIRGINIA EROSION AND /�!. 3 „MIN• �r SHALL BE STABILIZED WITH TEMPORARY SILT FENCE AND VEGETATION. SEDIMENT CONTROL HANDBOOK, CHAPTER 8 PAGES 20 -24. 2. TEMPORARY SEEDING - 3.31 ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN 30 NOTES ^ -- 3" MIN. DAYS SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING APPROXIMATELY 200 STAPLES �'"`� ,I _'�"�+., FILTER CLOTH GRADING OF THOSE AREAS. SELECTION OF THE SEED MIXTURE SHALL DEPEND ON THE TIME OF YEAR IT REQUIRED PER 100 SO. YDS. SECTION A -A E E ANCHOR IS APPLIED, ' SLOT SOF LOTS, MATERIAL ROLL. SLTS ANCHOR LOTS TO BE BURIED 3. PERMANENT SEEDING - 3,32 FOLLOWING GRADING ACTIVITIES, ESTABLISH PERENNIAL VEGETATIVE CHECK SLOTS COVER BY PLANTING SEED TO REDUCE EROSION, STABILIZE DISTURBED AREAS, AND ENHANCE NATURAL 6 TO 12 , / r �,•,,, .: BEAUTY, 12" MAX. 4:1 OR FLATTER 6" / +•, Pubfic COO . 4, SOIL STABILIZATION BLANKETS & MATTING - 3.36 A PROTECTIVE COVERING BLANKET OR SOIL MAX. STEEPER THAN 4: t STABILIZATION MAT SHALL BE INSTALLED ON PREPARED PLANTING AREAS OF CHANNELS TO PROTECT JUNCTION �--- 12° CE REINFORCED CONCRETE DRAIN SPACE 3 02 SLOT EDGE AND END JOINTS 1 1 I i l l s I 1 1 GRAVEL FILTER SECTION B -B AND PROMOTE VEGETATION ESTABLISHMENT AND REINFORCE ESTABLISHED TURF. TO BE SNUGLY ABUTTED RUNOFF WATER WIRE MESH CHECK SLOT AG N O R HURT (JUTE MESH WILL HAVE 1 FILTERED WATER MANAGEMENT STRATEGIES SILT FENCE CULVERT INLET PROTECTION r TERMINAL FOLD STAPLED LAP JOINTt(V I 1 STONE CONSTRUCTION ENTRANCE ELEMENTARY SCHOOL 1. PROVIDE SEDIMENT TRAPPING MEASURES AS A FIRST STEP IN GRADING SEED AND MULCH EDGE JOINT UEU OF ' >''y 1 i 1 1 1 1 ,a No Scale MIN. IMMEDIATELY FOLLOWING INSTALLATION. ENDWALL TAMP FIRMLY (JUTE JOINT ONLY) 1 1 I I; p , COMPACTED SOIL CWD TO HAVE VDOT RENOVATIONS AND 2. PROVIDE TEMPORARY SEEDING OR OTHER STABILIZATION IMMEDIATELY AFTER GRADING. 5 MAX. 4:1 OR i STANDARD EC -2 ADDITIONS TOE OF ANCHOR SLOT I • "r �., s MATTING ON UPHILL 3. ISOLATE TRENCHING FOR UTILITIES AND DRAINAGE FROM DOWNSTREAM CONVEYANCES IN ORDER TO FILL -»- CULVERT FLATTER 3 MAX. 1 1 1 - : ;. ; • ,..•; F " ( (: MINIMIZE PERIMETER CONTROLS. , STEEPER THAN 4 :1 1 , 18 MIN. I ( j I SIDE SEDIMENT .'w : 3201 Berkmar Drive, 4. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED UNTIL THEY ARE NO LONGER N o ; . I i I I I (I --- FLOW REQUIRED TO COMPLY WITH THE CONTRACT DOCUMENTS OR STATE LAW. I I CONCRETE - 1 i 1 i 1 1 GUTTER 12° CURB INLET Charlottesville, VA 22901 12 PERMANENT STABILIZATION I I I 1 ALL NON - PAVED AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING CHECK SLOT *GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. --- Agnor -Hurt ES Addition - VDOE #2.16 -00 -101 IMMEDIATELY FOLLOWING FINISHED GRADING, SEEDING SHALL BE IN ACCORDANCE WITH STD. & SPEC. 1:4012: I i 4.5 MIN. IFB #2014- 05011 -01 D 3.32, PERMANENT SEEDING, SEED TYPE SHALL BE AS SPECIFIED FOR "MINIMUM CARE LAWNS" AND ° ° TAMP CHECK BLOT z 1 , I SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE AT DD CWD 3.09 D TOE OF FILL FIRMLY "GENERAL SLOPES" IN THE HANDBOOK FOR SLOPES LESS THAN 3:1, FOR SLOPES GREATER THAN 3 :1, SEED �, M r� -VAR: ►r- VAR: -•I O CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO DRAWN: J. WILSON & J. sHltwALTER "LOW SILT FENCE * , » e x IP CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND 3.07- 6 TYPE SHALL BE AS SPECIFIED FOR LOW MAINTENANCE SLOPES IN TABLE 3.32 -D OF THE HANDBOOK. FOR DISTANCE IS fi 2 UNPROTECTED AREAS. TEMPORARY DIVERSION DIKE CHECKED: C. KOTARSKI MULCH (STRAW OR FIBER) SHALL BE USED ON ALL SEEDED SURFACES. IN ALL SEEDING OPERATIONS SEED, MINIMUM IF 8 p FERTILIZER AND LIME SHALL BE APPLIED PRIOR TO MULCHING. FLOW FLOW IS ** STORMWATER INLET PROTECTION No scale SCALE: TOWARD OPTIONAL STONE COMBINATION N a EMBANKMENT STAPLE FORMED FROM N0.11 STEEL HARE LS; CHECK SLOTS AT MIN. NO Scale ©2012 SHW GroGroup 1.0 1.5 50' C -C INTERVA SEQUENCE OF INSTALLATION B' STAPLE MIN, LENGTH FOR SANDY SOIL. NOT REQ.'D WITH ALL „ PHASE I (SEE SHEET C3.1) 8` STAPLE MIN. LENGTH FOR OTHER SOIL. COMBINATION BLANKETS 2 X 4" WOOD DROP INLET WITH 1. SET THE STAKES. 2. EXCAVATE A 4 X 4 TRENCH UPSLOPE SILT FENCE DROP INLET PROTECTION ALONG THE LINE OF STAKES. 1. A PRE - CONSTRUCTION MEETING IS REQUIRED WITH ALBEMARLE COUNTY E &S INSPECTOR, CONTRACTOR, 17 JUNCTION SLOT FRAME GRATE t -*-*-I ISSUE: FINAL SITE PLAN 05127/2014 OWNER AND ENGINEER. THIS MEETING SHALL TAKE PLACE ON -SITE. CLEARING LIMITS MUST BE N ---- TAMP FIRMLY TERMINAL FOLD 6 _ ` - 12 "--«- ~- TAMP FIRMLY FRAME ��",.'• '-� =+ REVISED PER COMMENTS 03/27/2014 FLAGGED PRIOR TO THE MEETING WITH ONE (1) WEEK OF NOTICE. „ .� i FLOW - -- 2'5 2" , 4 �� MAX. -- r r REVISED PER COMMENTS 04/30/2014 Z. INSTALL TREE PROTECTION AND SILT FENCE BELOW PROPOSED SEDIMENT BASIN AND ALONG ENTRANCE I� CORRIDOR TO BE GRADED FROM WOODBURN ROAD. �l 8 12" REVISED PER ACSA COMMENTS 05120 /2014 3. CLEAR AND GRADE ENTRANCE CORRIDOR FROM WOODBURN ROAD, INSTALL CONSTRUCTION ENTRANCE i =:; - FLOW r r �4„ REVISED PER VDOT COMMENTS 05/27/2014 AND CULVERT WITH OUTLET PROTECTION CONNECTING TO WOODBURN ROAD, * *VDOT #3, #357, #5, #56 OR #57 CLASS 1 x 31 4. CLEAR AND GRADE SEDIMENT BASIN AND INSTALL ASSOCIATED STORM PIPES, COARSE AGGREGATE TO REPLACE SILT RIPRAP FENCE IN " HORSESHOE " WHEN HIGH ' MIN. GATHER 3. STAPLE FILTER MATERIAL TO STAKES AND 4. BACKFILL AND COMPACT THE 5. INSTALL CLEAN WATER DIVERSION, REMAINING SILT FENCE, REMAINING TREE PROTECTION, DIVERSION VELOCITY OF FLOW IS EXPECTED gM ^ EXCESS EXTEND IT INTO THE TRENCH. EXCAVATED SOIL, DIKES, INLET PROTECTION, CULVERT INLET PROTECTION, C {P 3.08-1 C3'3iD ----- -`--�- ^ AT 6. AFTER ALL EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, SITE WORK CAN BEGIN, V U CORNERS 7. ROUGH GRADE PROJECT AREA. CULVERT INLET PROTECTION SOIL STABILIZATION BLANKET EC - 2 PERSPECTIVE VIEWS 8. SEED ALL DENUDED AREAS PER VESCH STANDARDS. C No Scale No Scale STAKE __�j_.- '' C PHASE II (SEE SHEET C3.2) �j FLOW r 1, INSTALL ADDITIONAL INLET PROTECTION WHERE SHOWN ON THE PHASE II EROSION AND SEDIMENT EARTHEN DIKE PROVIDE FABRIC--- - CONTROL PLAN AS THE STORM SYSTEM IS CONSTRUCTED AND BECOMES OPERATIONAL. CORRUGATED METAL (COMPACTED) INLET ONE SHEET FLOW INSTALLATION 2. FINE GRADE PROJECT AREA, APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN EXTENSION COLLAR PROTECTION co�(STucrlov j 14{{ MIN. (PERSPECTIVE VIEW) AC CE.,:5S - 3 . SV --2A AS;;PHA.L1 '0P i 3' DAYS AFTER FINAL GRADE IS ACHIEVED. WATERPROOF A �� Y cc�ul�Sl- I > I I FLOW ( MAX. 3. ALL STORMWATER PIPING & STRUCTURES, INCLUDING DETENTION FACILITIES SHALL BE INSPECTED FOR SEAL PAVFAMFttr �. _ ¢ �' A 6 A SILT /SEDIMENT. IF PRESENT, SILT /SEDIMENT SHALL BE CLEANED OUT FOR THE SYSTEM TO THE D +6" �_¢, - ,..< -- :� .,-. . ,-._ ; .�, T DETAIL A 24:1 D ,.. , : ..�,. i _ l SATISFACTION OF THE E &S INSPECTOR. - -- 4, ONCE THE SITE UP HILL FROM THE SEDIMENT BASIN HAS BEEN STABILIZE AND APPROVED BY ESC tv A >rir;r�sri`rr, ` r - s" N. z 1 A At _'c 1111112 G a.l -_ BASE ELEVATION OF STAKE AND FABRIC ORIENTATION INSPECTOR REMOVE THE SEDIMENT BASIN, CONVERT THE RISER TO FINAL MANHOLE STRUCTURE AND PROVIDE OUTLET a I SPECIFIC APPLICAjION / / \ GRADE AREA TO THE EAST OF THE BUS LOOP AND INSTALL SIDEWALK. PROTECTION STANDARD FLARED END SECTION P OF LE THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET - 5. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 596) WHERE POINTS A SHOULD BE HIGHER THAN POINT B. ACHIEVED. SILT FENCE BELOW SEDEMENT BASIN MUST BE MAINTAINED THROUGH GRADING AND THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE DRAINAGEWAY INSTALLATION CONSTRUCTION. TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING 3.07 -1 SF 3,05 -2 � � 6, ONCE CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING AREAS ARE STABILIZED, EROSION SECTION VIEW STONE CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. (FRONT ELEVATION) - •AaPl'IALT PAVED CONTROL MEASURES CAN BE REMOVED UPON APPROVAL FROM THE E &S INSPECTOR, ACCESS -..k F- STORM DRAIN INLET PROTECTION SILT FENCE (W /O WIRE SUPPORT) ��A..,FI NOTE: SEDIMENT MAY BE CONTROLLED AT OUTLET r � I�AC. No Scale No Scale GENERAL EROSION AND SEDIMENT CONTROL NOTES: IF UPLAND PONDING WILL CREATE PROBLEMS &I { S L FENCE z� I z� �.nt,�F V�'vT -" CURB INLET SEDIMENT TRAP SUPER SI T F 1. SET POSTS AND EXCAVATE A 4X4 2, STAPLE WIRE FENCING TO EARTHEN DIKE __ ,. , . ALONG TOP OF CURB. TRENCH UPSLOPE ALONG THE LINE OF THE POSTS. ES -1: UNLESS OTHERWISE INDICATED, CONSTRUCT AND MAINTAIN ALL VEGETATIVE AND STRUCTURAL ` zi 2' �,4( N B EROSION AND SEDIMENT CONTROL PRACTICES ACCORDING TO MINIMUM STANDARDS AND (COMPACTED) FABRIC TO BE POSTS. 4.. -. , 3:1 � . . � 1 � ENTRENCHED A MINIMUM fi' B SPECIFICATIONS OF THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL of a" IN DEPTH AND HANDBOOK AND VIRGINIA REGULATIONS VR 625 -02 -00 EROSION AND SEDIMENT CONTROL 1 l CUT AREAS TO BE DISTURBED INLET TO 95 %. X r 8„ +6" P��alf•v(" )RA.INACf ( , FILLED, ETC.) 1, 2, ,.� LET COMPACTED REGULATIONS. p +m Ir E:x r�ND F�L �vlL>T�+ "'-"'V To SL GIVEN T '�/✓ OF INGRESS AND EGRESS �• TRAaf'iNG C)f.VICF 31 OP F_RATIO 1 ' ES -2: THE CONTROLLING EROSION -AND SEDIMENT CONTROL AUTHORITY WILL MAKE ACONTINUING -- �~ REVIEW AND EVALUATION OF THE METHODS AND EFFECTIVENESS OF THE EROSION CONTROL PLAN. AM7,4 PLAN ti(Ow ` FLOW a VIII = =��II I II (Illlly ES -3: PLACE ALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO OR AS THE FIRST STEP IN TSB SECTION A A 3.15 -1 4» . . _ 12' MIN M_ �..: {! c : >I r VI_ uIlA�NA4 k CLASS 1 RIPRAP 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE o CLEARING, GRADING, OR LAND DISTURBANCE. J TO SE_�I'dk-NT -V OT #3, #357, OR #5 COARSE AGGREGATE THE WIRE FENCE AND EXTEND IT INTO EXCAVATED SOIL. ES -4: MAINTAIN A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN ON THE SITE AT ALL TEMPORARY SLOPE DRAIN E THE T 0 TIMES. No Scale r .. ;. � �ff;A�F'I�I�,, UE'Vi�' -- ISTINGPAVEMENT TRENCH. N it r . ' ; � MODIFIED INLET PROTECTION ' r � � � � SWEET TITLE: ES -5: PRIOR TO COMMENCING LAND- 'DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON W FILTER IO- I I--/ NO Scale o THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFFSITE BORROW OR WASTE AREA), SUBMIT A �° -- �'_ % EROSION & SEDIMENT M SECTION' A--A SUPPLEMENTARY EROSION CONTROL PLAN TO THE ARCHITECT / ENGINEER AND THE CONTROLLING v EROSION AND SEDIMENT CONTROL AUTHORITY FOR REVIEW AND ACCEPTANCE, �I T-"1 T�`' T'�t cf%` FLOW CONTROL NOTES y, A nut wmt water tap of 1 etch must be nrstalled with a whihimm 1 uich ballcock l� J-I 1-I I-i J-1 ,,,� _ e- ES -6: PROVIDE ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND shutoff valve sllpplyfiig a wash 1i0:e Nvith a diameter of 1.5 uiclie for adeq ate El El DETAILS SEDIMENTATION AS DETERMINED BY THE RESPONSIBLE LAND DISTURBER. MODIFIED NOTE cOnstmut n•e'ssure. `Nash water must be carried away from the entrance to at1< (MODIFIED l 3 STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTION EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. � A approved settluiQ area to remove seditttetrit. All seclitt>;eiit shall be prevented from q g ES -7: ALL DISTURBED AREAS SHALL DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES enteritkg stoma drauts, ditches or watercotuses• FENCE ATTACHED TO POSTS (PRE-WEATHERED WOOD, DURING LAND- DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT, GALVANIZED STEEL, IRON OR THICK PVC PLASTIC), AT LEAST FILTER FABRIC- - rl 40 ABOVE FINISH GRADE WITH SPAN BETWEEN POSTS NO `o ES -8: DURING DEWATERING OPERATIONS, PUMP WATER INTO AN APPROVED FILTERING DEVICE. PAVEQ /ASH RACK GREATER THAN VON CENTER. EVERY NINTH POST SHALL - WIRE- ' CE NO SCALE CONTAIN A WARNING SIGN THAT CLEARLY IDENTIFIES THE ES -9: INSPECT ALL EROSION CONTROL MEASURES DAILY AND AFTER EACH RUNOFF- PRODUCING FENCE AS A TREE PROTECTION FENCE. SSF I ii I ITT"' 3.05 -1 RAINFALL EVENT. MAKE ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS TP NO SCALE V. OF THE EROSION CONTROL DEVICES IMMEDIATELY. STONE CONSTRUCTION ENTRANCE CONSTRUCTION OF A SILT FENCE WITH WIRE SUPPORT No Sale I TREE PROTECTION No Scale ■ QG No Scale SHW Project: 3113.008.00 1 2 3 4 5 6 7 8 9 10 1 1 2 1 - 3 1 4 1 5 1 6 - --- I 11 7 1 1 8 1 9 1 10 I - --- .� — .1. F - - V114___7 �_ ,,;� / / / , . I / \\1 — " .'_"_`4--c: ITUAD Sediment Basin design � I I BENCH MARK__------�-_. ----- - � _1__Z --- W----- ----,-- ,--,--- __ // - -- --------- � ------- - --------- � __ _1f_____ - ------- __ -----I-,.. --,-.-- __ .____J� .---.- ______ - __ ... .. .. .. -.-...- I � .. .... .. . 1__.__I.N6TALL CULVERT I ____ --F ----I------ 77---V----__ . � WA -- \ \ _ --- I _.___ - .-.,.--,/ 11 / .11 /I T --- I __ _� / 1� / 11 �, (SEE \ _ 7t N, CP K NAIL ____ _ ___. � __ - - Z - - I MIN, 1• SPILLWAY ,v-W----- � ______ . 2'WITHOUT CREST OF EMERGENCY -.-.---w -_ __ " SHEET 66.0) -- � I -- --- -- I \,F___� SPILLWAY ..1. - __________" � -------------- 11, _., - - . � . . _ I . _Z_ . _. , , _.. - " ✓ 11 - . . 1 \ , -, - - - - ------- w_--��:��_:,�-,��_,�:-*=- .__._-__-V'V-_1�7 ------- , 1� N 3920697.44 -_ - - _-- -_ ,_ 11 11 - 11 1� _Z --- / , / ) - � -_ -) , _ -,-,--- - -_ , \ drainage area (acres) 3.28 - _;� ..- _ .- __ - _._ - � - ___ __ - - __ - - .--- __ - - -.----'- - - 7 -- \,�::7— ---__�_-----__\T_ - ___ ___ I __ 1___ - ___- _ � - --- . J25-YR. STORM ELEV.) —1--_ _________, --- , 11 '-E _1460_i6l§._� _____W �_ - -- -_ -- - / __ . � � DESIGN HIGH WATER / - --.-. - W ----,..-. .,.---- -- __ - � :��_------ ______ ,�. � \ i ___ �. F _S�r -:7- -1 "11111111111-0-_/_ - - ___ �, _ _ � _ -_ _.- , '\�- --- -, -_ -_ - -- - ---- --- - __ --- _7��_ �_-_ -1\7 __1 _ - - - __ --- __;;;�_ - wwm�-_ RVNMW� - -_ - - / - _.. - basin volumes: (using T contour intervals) _F ,-7:---! - -_ - - .--- _,,��..-_--. - - __" _. 111 . ,_ IROIV (I-) / > 1. TE R7 - 659 .'I - -:7 - __ IEIIIIEEIIIIIIII� - -9 la - -_ - __ __ _ , __ _... - .. --:: __ -W __ � - _!M�_ 7_ -T �__=__�7 - - 7__J __ - - I- __ - 0 0 ., -- -_ -_ - - 77 ....... :::-,; — / contour area (so volume(cy) 'N RL -1 - -"-- , = S_ .- - - 7 M __.�., - _ -- ��-- - - - _ - _... __ _", _ .- _--�, - ", - ___ - - _:_; -_ - -_ _ - - - - - .... _. .: - elevation (ft) I , _.._____ - / _ - - _ -_ -- _.1____,_ _____ f�lm __1_ - - - / I _ ,- 20.5o " _ _ __ - - - -,, _��-_�W_ -17 1\ -, -------.L / - I - ��__11 f WOODBUR .,0_ _ " I \ -.,-----,-.,-,-..-.--..---.�-.-------.----------, - INV. OUT=597.77' �- . __ __ _ - - _-, -, __ __ __ __ 11 I _�Z_7_� - ___._�_________-_ - -, _�� 2 .- - - - __ )AD _____.__,_-5._ -----__--------- r IN,V. A-1980 22' ELEV 599.62 _____:��___--------�\----- __ -------------- - . . - - - _._��Z� --- �� I __ / 1473 MIN. 1.0 I __ _.____ -,*"-- VV ___,________ .--- ", __ __ . -.- _ . -Z!!:��__ - ___, _ - - F _ ------ - - . - - 11 ... __ ___., ____ _ - 11 - .__ -�� _:� -, -y- --- - -)( — _ _ , . 50'RI , ' � \�, ___, ni", - - 553 . ..... ..L ---.--.-- - _-, _-, - - ,1,r RCP , I - - 'y- - __ ��y ---- - - ..... - , -_ -_ _ ___ -_ - -_ . , - Y�Y � - _--y' - 18�4�73 �_/,� . - I -- - ,_____,= _ - _.____.__,___ - -_ . - ---y __y__ - -- ...... I RISER CREST — — =�. __ - - --- - ,� �Y__.__ (--.: T_ N .: .. . ..... I - - -----.-- -, - - - _ - 1 554 2292 69.7 . :::::::.1..1.1::.:.1. �.,J, ... , , , — ,--,-,- _::� - __z��_IK__ - _::__�� ___�ftm�, - - - _J _!!,�- =. = =:=' - - - I - 1 *14� `43 , � I... .... _ .-..------ 7: _ �__ . - ,� ,::z - - I DRY * STOWE * ..... DEWATERING _,_:�_._ __ _ -7Z: _::7� 'F t" - - -- - _( �4 N'16'26'36"E , ' ... -, 7iE� ____ . __ -.- - - .- __ _ - ____..,._______ , . -, "' / 71.93' / ' I 11 . - - .... .... . ..- I--..--- --- --- - _..______ ,W - - _ _ - - .- ,_�U7__tF____.a___�;Z.= ----' ` u, -;;;�� , , , __ - \ ,;/ ..*_ DENACE __=_ _:_::��_ , - o5623"E 111Q , 556 3136 100.5 _,�L_-----7-:::��7�:� - ________ -7 f N115 *%% \ , __;��_�F _z;�:r -uE � - " I - __ _.� I % ✓ - %** MORE iiiiiiiiiiiiniIiiiiiis . __,_,__-�::7._._ -_ . - �-. -- __%�_ - :�-r - - -- - NI -5,5612-3 - - I 16, 11' - -- -_ / / 556 4005 132.2 - WET - STORAGE ....;;�.-.-.-.�-.1.11-.-.-�l-.-."-.� `.`�".-.- I - ------ _:�_ - -I-----,- � . � __ 111..I� J - . . - - __ - - - ___ __ __ ___' - - - __ 11�::7 __ I __ �J. � -1 I ....;!..:.,...�-.-.-.-.-.-"::,-,..% ,......V:.� -_�__ __ ___U 0__ ,- - � \� . I .... I ............. ... -:,- - :1 . IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII TP 164 9 : - - - (��a��_.6� __LV_,__,F V - - - 276, ` " `� ,[_ .- _ - , __ / 69,84' / 114. � r 557 4900 1. =-_ ___ __ � _- - � ....... __ r -.- � - \ r . - - I - _ ::O-- :�U_NZ:i .- __=_�__ ___,_._,_ . 1-1 __ / \ I- - - / / H , - . - ____,�1 . __ . - _. - - -, _r / - - - / I I I I ---. , - _�_ ,,- 558 5819, 198.5 -_ __ ...... - -_ -_ _ -, -_ - - r 11 I /_� I -- - / -11, I . SEDIMENT CLEANGUT POINT - .08"E `� _ .- - _. __ __ - - - - - -,�- -�.-,,, - I 1� � -- ., - -, - Z - - - -_ - - J 559 6764 23iO (" WET - SIORACE REDUCED t_- - _� -..-,-. -_ N 1_3 "43' __ - _ - - - - ,-, _. - - - _ - - __ .- - - __ - � - I 11 � __1 1_� / / - - - _ - - _ � -, __ ._ - _ - - - I / 11- TO 34 C.Y./ ACRE) IQ8_1IF__ __-, - __ - — - __ - __ _ __ - __ - _<�,_ -, �� \ / - � SOIL TYPE: __ I __ - __ - I - - ::_� . - - - __ - ____ _ ___ - __ __ __ _.__ , 11", � , _/_ 11� _ - \ - __ I I �� - In ff - 1. --.-- - ___ ,_ . - 560 7733 268.5 __81.__ __ - - __ -, - - - - - - _. - -.- - _ - _. - �. _. - - I -, - I '� -_ - - -_ - - -_ - - --- - -, 'l 1_�\ \ 11 - - ---Z:- - \ '� / - / . . I _. - - � - - - ___ -, \� , -, \ ____ --.---. - - __::_,_______________� -, - I I - - __ - - - __ - - _ - .il ,,� , - I - - - - __ __ __ _1 - - _ — — — ". , I , - - - 65B I I CE - - - __ - - - - � " , V " � I -_ - -_ .-- _ - -.- __ _ __ � __ - - - _. - � � I -t y k \( \ " __- - _ ^1 � I " _ - - - - - � - . '� - ,� / 1� _ I __ - - - - � _' __ __ __ _., __ -,- - , ,_1 1, . ,-1. - �, ,___ , r - , , , - ,-- ___ - - A ,.- _ 1 -_ ' -_ - , , �, \11 . , / t , _'. IN 11, -, - I . . . - - - A I / I , . . - - __ - * ) l � , , '\ :-- - -, .- - ,/\ - -, - ,:�,, - � , - -- - -_ - - , -, - - - --- - - ,_ _ _. - , _ �- - - " \� .,\\ � \ , - �, I , . �, 1, - ,- � - ��. .\ .- - .-, , --- - -_ -_ - I . wet storage: - __ __ - - __ __ - � �_ _ - ___ __ ___ __ __ _ _. __ _ __ __ ___ _ __ ___ -, ,-- - , "I \ \ 'I'll. / / __1/ __ __ _ __ . - "_�, __ ___ . __ __ -, _ __ _ _ __ _ - __ ___ - - __ i -_ -_ -_ .- _ -- 11 \ �, of.'x � / :1-1 _ , - -_ -_ I .1 .. I .. .. . I - I - --- -_ .- � , -- --- - - - - - - - -_ -, - - � / - __ -_ -_ -_ _��_, - - - , -_ / I I required (cy) (67 DA) 219.8 design high water (25 year storm) . 557.9 - _ - - __ _ - _', - __ __ _ __ _ _ - --' __ __ _ - - - 11 \ \ \ ,� - ,� 1i - - / \ - - __ - _� - - , __ - - .- _ , .- I— / / wet storage . - � - -- - - - \ \ \ \ - �/ - e - -_ � . _ - - - �_ -_ \� _�_ - -_ '' I I . . . 1 460.0 - - - - - __ - - - __ __ - - /\ - __ _ - � : - _ .- -.- - __ M / _ - __ - - _____ --' __ __ - - - - '�.-�.��.-�-��-1--'--",-,-I"\\ \ , \ \ 11 ., - __ � - - - - - - - -_ dewatering orifice elevation (ft) 555.5 top of dam (ft) I - __ __ - - __ -1, ___ .- - - - .- 77-__ . �_ \ \ . I \ \\ . . \ , \1 � J, dqll �,, _ �, - � - . . - I . \N . ._:" � 1- - - __ ".. -- . -- -_ \ � \ , " -1, 1. , 1, 1-1 _..1_\ - l I wet storage provided at this elevation (cy) MA top width of dam (ft) 6.0 - _ - -- --- - � � - � _.-:� - _77 - - - 1\\ , I ".. / I I'' / / � -,- " � _ - - - - --- --- 1.1 - . .. - I - � � 1�_'_ \\\ \ \%, 1, �, . i \ -, ---,. __� - - - - __ - __ . __ - 11 _. 1 - I—- I - - I . - �\ \ \ \ \ \_ - .- ,-- _1_1',Nt� ,.__ �_>�_�__ -_ _ - _., _ -_ - - -'\ -- - - - - - - - - eanout (cy) (33*DA) 108.2 :bottom of basin (ft) . 553.0 - - - - --- �� \\ \ � \\\ \ , / l 11 I I' -_ - - QWD - -1 I - ��_.:�.__:n / - available volume before cl . - - . - � _____ . I � , / / I , -_ _ �, �_ - -- -- _ - I . .- . . . I I - I .. I I I - .11. I I - 1. ... . _ - V k 11 / I I � - __ ______,_. � \ I \ � / �,,_, -_ -_�-,. - � , i , cleanout elevation (ft) 554.5 approx. bottom dimensions: . � 20!x1 90' 1 . \, \ \ . \ \ \\\ \ \ \ '\ \ 1/�Ilv / / / / . I / 1�<' - _ _ _ _,�_-�,,��._, I-" \ \ distance from cleanout. to orifice (ft) (> 1) '11.0 upstream face slope: 2:1 \ \ \\ I "!\",� -11 � _'__v, --595-- - .,_� I - . . , \ , �/ � ; / __ - - - - - __1 F. 2 \t \ \\\ \ \ �, / / I ;� , ---I \� . I downstream face slope: 3:1 , I � A �� \,� CONTRA / 1. I/ '\ :-�,, -- - � \ \ ___1 ,\- . I I . I I . . \\.\ \ \ \ 0\ \ , �_ . \\\,- CTOR TRAILER / / I ; /I / ,, -- - ,. I-" I I . 1 I— I � I I � ." I i \ \ \ I / / 11 / \1 " - - ` \ �_ - . I baffles: t No \11 \\\ \ \ \ � " --k \�\ 11 % .., � / I l, .- _'_\ -_ - -_ --- -_ _ -_ - - -_ - - --_ - 0 219.8. "'' , I _�_� I \_ - _�, . 1_�, dry storage: I ".. � �.. I . I-- . . - - \ �_x \1 � / AND PARKING EA , , ." ' ' ' _ ' * - ' ' '"' - -,- - - , , - -, , , - , - , -,- , __ _ I \. I . 1. � . . . - _ __ - -- - -_ - -_ --- \ , 11 - I I . . ,- - .- . 11 . � . . -- - \ \\ , \ / . /,\\ dry storage required (cy) (67*DA) �/ / / . . , —_ \ - \ , / '\__ - —_ — 1, cn oo principle'spillway crest (ft) . 557.0 length of flow, L (11) . NA � - _ -, __ _ __ \\ \ \ \\ \ \ -- -"*.T-U-- I If' ,IP I i - / 11 I \ \ 'N � -, I_ \1 I __ - __ -_ __ _ - - __ - _ __ - - - - TP --- -1 _ - I I � / -, .-- - -V " \ \ \7 _N, \ , , -, " - NA -_ _ \ � , \ \�, ,�.(y . - \ I / � 1.11- _� `\ \ , - , --- total storage provided at this elevation (cy) 467.3 effective width, We (ft) I I � _. _ . \ I \\ I" ;, /I __ .- - _\_ , -, , __ - ___ .- . \ \ \ \ 'I-, \ � 11 J / / � X1_ __ 1, K�1_(' ___ _ - ___ ,- - - __ _ __ . _/ - - __ 1\1 \ `_ //' / 11 . � \ -_ . __ __ � __ - . . I 1. . . - . I- � - I - _- t , I �,� �._ ,>�� I � , ---- . �� .::� :� --- :�::_--_�:�:,��' �, , .1 I � \ ,_ " . \ - -_ .,- - - - _ - I diameter of flexible tubing (in) (orilce+2") - - %, 1, , , ,�. I /N1 - , I-' " _-7-:�_ - _' / I i 11 \ \ I -� I I , , - - , - - ' " - ' - ' , *40 � L, /-We (baffles required if > 2) NA _ \ \ ,\ � / - _:L:__:_ __j / / 7 \_ __ diameter of dewatening orifice (in) - __ \ _. � _ / , �� .- - - 1� di'- - - - - '' ' ' " 6.0 1 N'. \ \ - I- . V% N. .-..-,- --- �, to� __ Y:---, - - ___ . I - i- - \ , , , - - 11 - - - DC -- - I . . 'k " I , . ll ../ 7'/ -- -_ _ -) I,--,' --- -- - -- I . ,\ I 1, A— _-T�_-- \_ -1 t , 11 l, / I I � I_ -:� - - * i ', - - - collars: No � " . \ 1, . - I - , I" �t_. :;: . -- -- - -- --- -- - / I I � . � - -7 -_ - _W� . , \ - - N, . I � - - - - ----- - - - - , � _ . - - I I , , . __ - . , 7._ 7 _.. - --- 0 W ,-,---,.-.-,.-,,-".--.11'..-.-----,.-r.-.--.---,--.-....,-.--------�---.--.—��,-��-�-l'.�4�---,-- - _11__1______,_ _________ -1 --- - . __ - - - Its, . ��t , iii�k _ . , I I . t `N \ . N, I-, ,�, /--.�:, . - - -�W-.-_ A - .- _ - _. - - - - - - 1� � -- _i � -1 . \ ! I I . - - - - . I.. .1, . I I I . depth water at.spi spillway NA. 11 - -1 - ::7 __ __ - - - ._. " TS , I I— . 1. crest \\ 11 11, - /-, / __ - __ __ .--- __ __ - - - � - - - - - �i -- -- __ \ I (_ \ -, - - _ - " - _ _ __ _ _. _. __ - I - - - -1 - - - , - see attached roughing calculations) 86 slope of upstream face (Zl) . NA . \ \ , \ -1 -1 -.-- ---, - --- - _ - - --- - __ - - _ - __ - __ /) ,-. ] \ \ ! � _____1 - - _ - _ bN (see I . I % \ ., __ _ - - - / I I ""', ..- - - I \ \ I -_ _ - � � . __.�- - -_ - _ _ _ � t \ "A' - -_ - -_ - - _,Nz;�,�_ - _ _ __ -_ -_ -�, _/ to (min) 12 slope of barrel (Sb) NA I \ . __ - __ .- - - -, __ - - - _ -, __ - - 7 - i \ \ __ __ - � - .- . I . I . I I . . - I . . .. � I I I . � \ N, 1�� - - - _ - __ - - - - __ ___ - - __ / � '_ *1 -1,` - - I ... . -7- - - - _�, :�., _ - . - - __ ___ __ __ - - - I - ; � , - ___ _., __ - - . - 1, 1 N, --l' . - -, Q 2yr 11.7 length of barrel in saturated zone (Ls) NA \ __ __ - __ - -, __ - - : , , __ \,� 1 �__, .1 ". - - _�_,___ - GRADE AT 2:1 I . .... , __ -- - , - _. .- __ - , --- �_ � - _ __ - - _ _ ._ __ __ - - /,., , - - ! \ ) ____ - ,.:�, - -1 - -, - ' _\ - / -_ ...- - .. --, - ,�_ _ _ , - ,� 11 \ - E )___ , I 7_1 -_ -_ - � -SLOPE-UNTIL CWD - 0 25yr 23.2 number collars required __ '�\ - / 1� __ - - - - - � - - ------- _- - .�_ - - - - �__ -1 � ", '_� ; " LINE UPHILL SID ",1 1 _590 -1 -_ NA - \ - __ __ - . - .- - ,, .1 ." : N, , - --If -_ __ I P ,__ - - - - __ - - " - I __ / -, __ - - 'I. - - ___ � _ _ - __ ___ __ - __ __ ___ _.__.�' -, . , '-\\ --0F,1;GWD-WITW -,,'- - , - --- __.. _ * � IS REMOVED NA -, - _ - - - -- -1 _� -_ _ -_ �, -_ - -_ .- __ -, 1___N,_, --.-- - 1. 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" , , \ - ( __., __1 \ __ 1 11 \ - -_�5 . - - -_ - I diameter riser (in) 30 required capacity (Q25-Qp) (cls) NA I" __ 1, _�, \ . l, 1�1 ! _ - __ _ _ __ � 7--, - _ ,,-- -, - __ -1 �-- __ --, \, %. I . . . I \ 1, ______,_ -, ." _1 __ I �, . "', "I __ \ - .- , - _ � � - __ -- - \ \ \ \' \ �, - , . , - �. , �\ -_ __ _,� ____;� - �� _� -1 " - - -_ - 'I, _ , "'. \ I 1, spillway capacity in 25 year storm (c%) 21.2 bottom width (ft) NA I - _. __ _ ,- ._ _1- - , " I I . - � \�__ _ - `_ - __ - - __ . \ . 11 I . . .- - __ T 1 \ \ I., 1, - - - _ - - � - - - \ \ 1. I.. I ''.. ►.1. I . I . I - I .- I 1, '11 1 " - __ \, - - 11 - .1 ,- -, : lk�A __ __ __ �, 1, _� __ - - - - - _-, - \\ \ i I __ ___ - \ I 1, - - - _�: - - - __�_ - --- - __ - ,\ N, N \ \ \ \ \t \ \ _, I - __ -1 -- �_ -1 - ---7-.- - -, \ \�\ .,_ - diameter trash rack (in) 4& slope of exist channel (ft/ft) , .-- I , � , -- , " i --- --- --- \ 11 . - - - - _� �� - __ - . . - . I I .. . �.. 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I ___ _ ..,-- i N, 11, -, __ ; - - - -- -_ - -_ - -_ - .- - .- - ___1 _. , . �, -0F5GWDWTW \ 1' � - / I /--- -- -- -__: - - _-, _ - -_ - - -----,-- -_ - \ 11 \ \�_ _;r� -_ -- - - I -, - .__� " I I _� \ -- -_ -_ ,. - i I VDOT EC-2 - - - - I - - I - - _�., ,_ \ / � - - __ ____ - - � . 1. \ __ __ . ...... � ... ___,_,, \1, 1, 1. . 1, �_ 7 __ - __ - __ _ - - - � \ - - __ � 4'CLF ---\/, - - __ - - __ _::�, ",-- \ I I K \ " -, MATTING fT Y- P) - -_ -_ -_ - _. CWD ' - -.-- - - -- - - I r, � � t i:-__::::_ __ __ _:�__ \ " _ i - \ 1�_, .., .- - _,,�� I ". "\� _', __ - _ _- - -- �j65 ----�_ - -7 -L) Vv.")�-` 11 \ � ; �� , ,-,- - - - \ , \ _. _\��________ , -, ____ \ 1. - I \ - - )11 � " I � -.- __ - - - - \ -1 (/ \ _�i PA VL - - - \ 1, I-, � i I � - \ _::�_, - - - _- -- - - \ \ / -),, I ./ / , Zi___ T___ : - i \ .,�__ �, " - \ _ � - I \ " -1 � I -,., \ - ---. _ -_ -_ -_ -- -- , - __ - " - . I I ------- _\ , \ � . ., - \ - - - � �7,_ - - � .- -- - --- - I \ _ I ,\ , ! -, - - � . N-1 )� , - , -_ -- - ___ - - - .. - N, \ - - - ". \, i , 1�11_ \ _ .-- ,-- .- -11 � _A_�\�__-_�----�: , - - I �, \ " i - \ - - ,�, - - - -- - I �, / -1 "I - \ I 11 '� - I - - - -_ - 1 - -- - -_ _- - -- - -- - - - - -- - - - -- - - _. � - __� - \ 11 11 , I i --- __ - - - __�_::: - -, - __ __ __ _ . "' - - _ � - - " , I.. \ i - - - _\ -_ -- - --- -- -- - ,--, -- -- - ---t��- - -, " " I \ \ , I I - .- __ __ \ \ \ i . I - - . --- . '�_ I -I.- -1 - -- - - - - -- -- - , N, ,�,,, \ , I .11 i __ - -- - -- - - - -- - - -_ -- - /I I \ � I I ___*11;_, - - _,:� ----. 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I . I . ZONED., R15 RESIDENTIAL iV UL TI-FA 111111L Y RES/DENTIA L TAX )1✓)AP PARCEL 45-91 CURRENT USE: APARTMENT F SHWGROUP ARCHITECTS I ENGINEERS I PLANNERS 609 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 P 434.295.8200 F 434.295.8601 g p,LTlf 6; ) % 1 )4 .-r N.,� 4' 04 C) 1� S I .. -dRWMGW� . KOTARIK15 (U Lic. No. 0402048507 Vv% 5/a7/14 ,tr, ARCHITECT NAME REGISTRATION # 1/13/2014 ALBEMARLE COUNTY PUBLIC SCHOOLS 11 b County 110 Putmc Schools AGNOR HURT ELEMENTARY SCHOOL RENOVATIONS AND ADDITIONS 3201 Berkmar Drive, Charlottesville, VA 22901 Agnor-Hurt ES Addition - VDOE #2-16-00-101 IFB #2014-05011-41 D DRAWN: J. WILSON & J. SHOWALTER CHECKED: C.KOTARSKI SCALE: Ill a 30' 0 2012 SHW Group ISSUE: FINAL SITE PLAN 05/27/2014 REVISED PER COMMENTS 03/27/2014 REVISED PER COMMENTS 04/3012014 REVISED PER ACSA COMMENTS 05/20/2014 REVISED PER VDOT COMMENTS 05/27/2014 - - -- \ , I \ \ \ \ \ \ N, I \ \ 11- \ — EROSION CONTROL LEGEND * C 1NI1■111IR 11111111110 VIENNESE LIMITS OF CLEARING AND GRADING - DRAINAGE DIVIDE - (SAF _SAF SAFETY FENCE . 3.01 SCONSTRUCTION ENTRANCE 3.02 SA )( SILT FENCE 3.05 8 )()( )()( SUPER SILT FENCE 3.05 G) 0 INLET PROTECTION 3.07 SD CULVERT INLET PROTECTION 3.08 DD 00— DIVERSION DIKE 3.09 B CWD PP1 00 CLEAN WATER DIVERSION 3.09 SSEDIMENT BASIN 3.14 . STEMPORARY SLOPE DRAIN 3.15 , �P , � C992;= OUTLET PROTECTION 3.18 ) - S W� SHEET TITLE: TEMPORARY SEEDING 3.31 EROSION & SEDIMENT PS_) PERMANENT SEEDING 3.32 CONTROL PLAN Is MULCHING 3.35 -PHASE 11 S A V�§m SOIL STABILIZATION BLANKET 3.36 . TP _TP— TREE PROTECTION FENCE 3.38 SDUST CONTROL 3.39 XON * "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER VVI C3m2 . 1 . SHW Project: 3113.008.00 9 10 I m F 2 3 1 4 1 0 1 TIE TO EXISTING I IV PAVEMENT SEE INTERSEC PAVEME'T JOINT V- -- ROAD DETAIL (TYP.) BENCH MA_RK__-----n�:_____ - ------ - n�� / W CP PK NAIL N 3920697.44 E 14 8 M 89108.33 w - S rA TER TE. 659 - ---- ----- ---- - ---------- ELEV 599.62 D --- ---- VV - ------ ODBURN ROA 2o..55' . .. ..... wo -------- 500 Rlw 40— ------------- ------- H SHWGROUP -DIV- ARCHITECTS ENGINEERS I PLANNERS CURB 609 EAST MARKET STREET TRANSITIONS 1 �Sd SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 P 434.295.8200 F 434.295.8601 4" SANITARY LATER/ L WITH CLEANOL r INV 563,f 3 VDOT STD. RAIL - (3) 6`" RISERS 2.6" DOMESTIC HAND E RISERS V6 5/01,7/14 90. 0,13, 4 V /4 EANOUT 6 < 4 4 4" DIP INSULATED 45° BENDS 4 CLEANOUT 4 G PIPE G It G 4 . 4 N om SAN C EANbUT4 W W_ 011W \r 4 <4 9V BENDS 6"W 6' CURB CUT rr WITH 5CURB TRANSITION .4 EITHER SIDE 4 .4 < 4 REGISTRATION # 4 - 4 < / .< / . . 4 4 1/13/2014 I< /4 A I . 61.48' V 177, w 60' CONTRACTOR TO 450 BENDS 6"W F VERIFY EXISTING LOCATION OF CONNECTION 4 TIE SANITARY o\0 TO EX. 4" DRAIN < INV 562.50 4 PLASTIC 4 TIE TO EXISfiNG RETAINER � , PAVEMENT (TYP.) =F\ WA x 100' 1 0 20' V 6'CURB CUT Vx 1, WITH 5' CURB ;� _ - \ % . '' ALBEMARLE COUNTY TRANSITION ELEC. EITHER SIDE 4�- ✓ BOX L PUBLIC SCHOOLS TIE TO EXISTING\ PAVEMENT (TYP.) r. Z�l ......... 5'( TYP. ) 20'EASEMIENT TO BE E DEDICATED TO ACSA JLII EXISTING 6" �_D 0 450 BEND em. Co i ISOLATION VALVE ASPHALT ____9 `6END -------- 611W SIDEWALK Pumc Schools VV T VCURB CUT WATERLINE SEQUENCE OF CONSTRUCTION A.. 450 BEND AGNOR HURT CUT AND CAP 1. INSTALL 6"X6" TAPPING SLEEVE AND VALVE (VALVE TO REMAIN WITH 5'CURB lu TRANSITION CLOSED UNTIL PRESSURE TESTING, CHLORINATION, AND r 6 TAPPING EXISTING ELEMENTARY SCHOOL SLEEVE AND U EITHER SIDE BACTERIOLOGICAL TESTING IS COMPLETE AND PASSING). WATER LINE �JD VALVE 2. INSTALL NEW MAIN, FHA, AND METER VAULT. RENOVATIONS AND 3. COMPLETE ALL REQUIRED TESTING AND SAMPLING ON THE NEW WATER MAIN. ADDITIONS 4. ONCE ALL TESTS PASS, OPEN THE 6" GATE VALVE AND BRING 41 THE WATER MAIN INTO SERVICE. 3201 Berkmar Drive, EXISTING 6" DIP i FIRE HYDRANT 5. INSTALL NEW WATER METER AND SWITCH SERVICE TO THE WATERLINE i ASSEMBLY Charlottesville, VA 22901 NEW WATER MAIN. 4" GATE VALVE 6. CLOSE EXISTING GATE VALVE BEFORE THE TAPPING SLEEVE Agnor-Hurt ES Addition - VDOE #2-16-00-101 • CONTRACTOR To 4" THREADED PLUG AND VALVE, AS WELL AD THE 6" GATE VALVE ON THE TAPPING IFB #2014-05011-41 E POSITIVE COPPER TO VAU T SLEEVE. D D GE OF 4" 900 BEND 8 7. CUT AND CAP EXISTING WATER MAIN. 8. OPEN BOTH 6" GATE VALVES. DRAWN: J. WILSON & J. SHOWALTER 2" METEk DPE F M METER 50 BEDS 9. REMOVE EXISTING WATER MAIN WHICH IS NOW OUT OF 0 STR214 CHECKED: C.KOTARSKI SERVICE. CONTRACTOR lit SCALE: 30' COORDINATE THE' 0 2012 SHW Group P /RELOCATION OF GA//S AN � TELEPHONE L05, ISSUE: FINAL SITE PLAN 05127/2014 1 T REVISED PER COMMENTS 03/27/2014 S . < S7 4 n. r .n,^'.. N. .,c:. oat '. 4- a 't„ :k^ �,r',+^ LA T REVISED PER COMMENTS 04/30/2014 _r REVISED PER ACSA COMMENTS 05/20/2014 T A t 8, REVISED PER VDOT COMMENTS 05/27/2014 7 I V- ED, 4' FIRE DEPARTMENT SIAMESE CONNECTION SEE INSET THIS SHEET 450 BENDS �,� C C FLAG POLE EXISTING CLEANOUT TRANSFORMER 4" SANITARY TO REMAIN LATERAL A INV 564.45 TIE TO EXISTING 12' (2) 7" RISERS TIE TO EXISTING PAVEMENT (TYP.) A, PAVEMENT (TYP.) — ------ L_L7 4= 4.1 ADJUST MH I TO E I r 7 RIM TO 564.68 a I C — a A-d SIDE K� UR CID 6 11 � A .01 —.a6— TIE 4" PVC TO EX MH 8-- TT .. .. ........ �q .X-V ADJUST M INV 560.00 V11 0 5564.84 RIM TO 5 0 .4 I. E, C- ............ 0000< B w .1; . B . ............. ... t8 ............. 8 .......... IT .............. t. ............... -i G) A C mom ff PAVEMENTAT- ........... P . . ....... ......... ...... ............... NIS P ....................... ................ ........ ........... ............... oE TO R:.T0C0D,1 N-ATB:` 0Rm � .......... ........... ...... . ............. ............. . ...... ...... ... .... ........ .......... ...................... ....................... ............ 4% ......... ..... ..... .............. ............... ............................................ .................... ......... ................. ............. 0 TIE TO EXISTING ............. . ......... CURB ................ ............ Y. 0 6 ✓ _ 4 /TRANSITION CURB FROM-EDGE' I E E -To SEE N OF PAVEMENTS 0 -TIF-T0- EXISTING_ TING AV% �/ / A SIDEWALK °c TIE TO EXISTING TIE TO EXISTING PAVEMENT (TYP.) --CURB T z Z 2 3 4 5 6 7 p 83 SHEET TITLE, SCALE I "=30' LAYOUT & UTILITY 30, 60' PLAN A C4m0 I SHW Project: 3113.008.00 8 9 10 m 14 If - F 1 2 1. ALL SIGNING A%ND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY REVISION THERE TO: A. MANUAL ON UNIFORM TRAFFIC CONTROL [DEVICES• B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFOR M TRAFFIC CONTROL DEVICES. C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS, D. THE 2000 INTERNATIONAL FIRE CODE. 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE FIELD TO AVOID CONFLICT W1ITH UNDERGROUND UTILITIES OR OTHER CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN NOTE 1 ABOVE. 3 SIGN DETAILS NO SCALE SIGN 4 STD. U POST 3. ALL SIGNS AND PAVEMENT MARKINGS ARE: TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR. ALL SIGNS 1T0 GALVANIZED PAINTED CROSSWALK BE FURNISHED AND INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. O4" SINGLE SOLID WHITE LINE 5 STRIPING LEGEND STOP NV PARKING STD. PENALTY, VAN ACCESSIBLE R1-1 $100-$500 FINE, A . HA , NDICAPPED PA I IRKING SIGN NOTE: ALL MARKINGS TOBEVDOT Tow-AWAY 10NE NOTE: STOP SIGNS TO BE 30" WITH I I TYPE A PAINT HIGH INTENSITY SHEETING IDENTIFY SPACES BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED, BASE DETAIL IN PAVED AREAS PERSONS. PROVIDE ONE (1) R7-8 SIGN AT EACH kin Qf`%A I C NO PARKING PARKING SPACE INDICATED ON SITE PLAN. O4" SINGLE SOLID YELLOW LINE SIGN SHALL BE ALUMINUM (PAINTED WHITE) 24" SOLID WHITE STOP BAR WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL, SECURE SIGN ON STD, POST TO BE L[DRIVEN O4" SINGLE SOLID WHITE LINE 25 SPACING HANDICAPPED B PARKING SIGN , zg-06 PAINTED RED CURB MARKED "FIRIE LANE NV PARKING STD. PENALTY, VAN ACCESSIBLE R1-1 $100-$500 FINE, A . HA , NDICAPPED PA I IRKING SIGN NOTE: ALL MARKINGS TOBEVDOT Tow-AWAY 10NE NOTE: STOP SIGNS TO BE 30" WITH I I TYPE A PAINT HIGH INTENSITY SHEETING IDENTIFY SPACES BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED, BASE DETAIL IN PAVED AREAS PERSONS. PROVIDE ONE (1) R7-8 SIGN AT EACH kin Qf`%A I C NO PARKING PARKING SPACE INDICATED ON SITE PLAN. SOLID WHITE LINE SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL, SECURE SIGN ON STD, U-CHANNEL POST. NO D PARKING SIGN V 11 EL EC. VAL VE Box A-- SOLID WHITE LINE 2411 ii lm f (TYP.) 12' (VARIES) STOP BAR DETAIL NO SCALE Z`: I I 1 1 6 1 2' 21 (TYP.) ham-- -F-(Typ.) CROSSWALK DETAIL NO SCALE It 6 1 7 1 8 T I I lu .. .......... 4- 6°26'36"E N'18 04 1'37"E- N22'10'4o,,E N-15,156'23"F- 71,93' 116.11' 87,54' A 1 \ > 611w .......... ___ .__ _ �, _,.___ -Odle E W-- Z`: I I 1 1 6 1 2' 21 (TYP.) ham-- -F-(Typ.) CROSSWALK DETAIL NO SCALE It 6 1 7 1 8 T I I lu .. .......... 4- 6°26'36"E N'18 04 1'37"E- N22'10'4o,,E N-15,156'23"F- 71,93' 116.11' 87,54' A 1 \ > 611w .......... ___ .__ _ �, _,.___ -Odle H SHWGROUP ARCHITECTS I ENGINEERS I PLANNERS Z' EJ 0 UD IF 2 TYP, ' 1 i � T 1 f.. , 6 5 5 T T D ew-- 14 BUS PARKING SPACES -G 7 7 TT- .4: Vv- _71 J 6 Jf C 0 1C B a T4 4 D x AD J : 4 TYP. w TYP. 2 2 5 B L-- - - - I w I ,J omo 41 5 0.6 CL w TYR z ad A X-- A G UOT lei I. i u N ;s I 609 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 P 434.295.8200 F 434.295.8601 07 4 U cRmGw j, Kormmi Lie. No. 0402048507 1% 5 L _ / ARCHITECT NAME REGISTRATION # 1/13/2014 ALBEMARLE COUNTY PUBLIC SCHOOLS 0 emarle Cola. n ty 1 1# Pl e Schools AGNOR HURT ELEMENTARY SCHOOL RENOVATIONS AND ADDITIONS 3201 Berkmar Drive, Charlottesville, VA 22901 Agnor-Hurt ES AddItIon - VDOE #2-16.00-101 IFB #2014-05011-41 D DRAWN: J. WILSON & J. SHOWALTER CHECKED: C.KOTARSKI SCALE: 0 2012 SHW Group ISSUE: FINAL SITE PLAN 05/27/2014 REVISED PER COMMENTS 03/27/2014 REVISED PER COMMENTS 04/30/2014 REVISED PER ACSA COMMENTS 05/2012014 REVISED PER VDOT COMMENTS 06127/2014 C B NP SHEET TITLE: SCALE I "=30' STRIPING & SIGNAGE io, 60, PLAN A a z :F 2 3 SHW Project: 3113.008.00 4 5 6 7 8 9 10 t , H SHWGROUP ARCHITECTS I ENGINEERS I PLANNERS Z' EJ 0 UD IF 2 TYP, ' 1 i � T 1 f.. , 6 5 5 T T D ew-- 14 BUS PARKING SPACES -G 7 7 TT- .4: Vv- _71 J 6 Jf C 0 1C B a T4 4 D x AD J : 4 TYP. w TYP. 2 2 5 B L-- - - - I w I ,J omo 41 5 0.6 CL w TYR z ad A X-- A G UOT lei I. i u N ;s I 609 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 P 434.295.8200 F 434.295.8601 07 4 U cRmGw j, Kormmi Lie. No. 0402048507 1% 5 L _ / ARCHITECT NAME REGISTRATION # 1/13/2014 ALBEMARLE COUNTY PUBLIC SCHOOLS 0 emarle Cola. n ty 1 1# Pl e Schools AGNOR HURT ELEMENTARY SCHOOL RENOVATIONS AND ADDITIONS 3201 Berkmar Drive, Charlottesville, VA 22901 Agnor-Hurt ES AddItIon - VDOE #2-16.00-101 IFB #2014-05011-41 D DRAWN: J. WILSON & J. SHOWALTER CHECKED: C.KOTARSKI SCALE: 0 2012 SHW Group ISSUE: FINAL SITE PLAN 05/27/2014 REVISED PER COMMENTS 03/27/2014 REVISED PER COMMENTS 04/30/2014 REVISED PER ACSA COMMENTS 05/2012014 REVISED PER VDOT COMMENTS 06127/2014 C B NP SHEET TITLE: SCALE I "=30' STRIPING & SIGNAGE io, 60, PLAN A a z :F 2 3 SHW Project: 3113.008.00 4 5 6 7 8 9 10 0. w � z � a a � 0 z I 0 �-0 C C4 a R q " " V. 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No. 0402048507 I yd 5/a7/14 , 'or , 'f , %t'VS-tOXA1, 116 ARCHITECT NAME REGISTRATION # 1/1312014 ALBEMARLE COUNTY PUBLIC SCHOOLS 11 bemarle County Public Schools AGNOR HURT — ELEMENTARY SCHOOL RENOVATIONS AND ADDITIONS 3201 Berkmar Drive, Charlottesville, VA 22901 Agnor-Hurt ES Addition - VDOE #2-16-00-101 IFI3 #2014-05011-41 Ik DRAWN: J. WILSON & J. SHOWALTER CHECKED: C.KOTARSKI SCALE: let a 30' 0 2012 SHW Group ISSUE: FINAL SITE PLAN 05/27/2014 REVISED PER COMMENTS 03/27/2014 REVISED PER COMMENTS 04/30/2$014 REVISED PER ACSA COMMENTS 05/20/2014 REVISED PER VDOT COMMENTS 051272014 C - - - I B I I -SHEET TITLE: GRADING & DRAINAGE PLAN A A - \1A . I �J \, 1 C500 SHW Project: 3113.008-00 SHWGROUP ARCHITECTS I RNQINERRS I PLANNERS 609 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 P 434.295.8200 F 434.295.8601 Q CRAIG W. J. KOTARS KI Lic. 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I `<t�_ __ A- __-, / , \ \ 11 .,,>',, �.�� - �, .,',- , " �_, \\ �� /I , -, I " / ) � \11 - � "", I----- -,--��--,____ /_ '\ \1 -_ 1), I , �,-- - ", / "" � ""' . 1 - -_ I,- / / , ;-, " - \ "I I---,- -_ , <� -, �,, I - -AN A L Y %' , " ______._ ___ ,� - X �, *1 ,-,-, , / , 1._,� ,"�__ J / PoSt DEVELOPED DRAINAGE ARL_ �' � 8" N ) � ___ C_ ____ __- I - _!q N " - , , ", ��, -.1/ - ___ I I __ - __\ � , I\ 11 __ \ � _____ — DOWNSTREAM CHANNEL ANALYSIS ALL STORMWATER FROM THE PONDS DRAIN IN A CLOSED PIPE SYSTEM ACROSS THE RIO HILL � SHOPPING CENTER DOWN ACROSS ROUTE 29, EVENTUALLY ENDING UP BEHIND THE WOODBROOK NEIGHBORHOOD. AT THIS POINT THE PROJECT'S CONTRIBUTING DRAINAGE AREA IS LESS THAN 1% . OF THE OVERALL DRAINAGE AREA. . I I THE REDUCTION OF THE POST-DEVELOPMENT FLOW RATES TO MEET THE PRE-DEVELOPMENT FLOW RATES WILL NOT OVERBEAR THE EXISTING SYSTEM. FURTHERMORE, THE ADDED VOLUME OF STORMWATER WILL NOT HAVE ADVERSE EFFECTS . I . ON THE MANMADE SYSTEM. . UPPER POND DRAINAGE AREA PRE-DEVELOPED AREA TO UPPER POND DRAINAGE AREA = 13.14 ACRES Cn FACTOR = 90 Tc = 18 min. PRE-DEVELOPED FLOWS OUT OF UPPER POND Q2 = 9.00 ds I Q10 = 10.97 ds - Q100 = 34.59 ds POST-DEVELOPED AREA TO UPPER POND � DRAINAGE AREA = 13.25 ACRES CN FACTOR = 68 Tc --i- 18 min. I I . POST-DEVELOPED NORTH AREA I TO UPPER - POND � . I . DRAINAGE AREA = 1.79 ACRES I CN FACTOR = 71 1 Tc = 13.1 min. � I � POST-DEVELOPED NORTH AREA 2 TO UPPER POND DRAINAGE AREA = 0.11 ACRES CN FACTOR = 91 Tc = 5 min. . I I I POST-DEVELOPED FLOWS OUT OF UPPER POND I I I r . Q2 = 8.10 ds Q10 = 10.61 ds . . . I Q100 = 58.61 ds . . - . T6 1 7 1 8 . --- - WATER QUALITY ANALYSIS TOTAL PRE POST AREA IMPERVIOUS IMPERVIOUS AREA AREA Ipre Lpre Ipost Lpos 5.38 Ac 2.05 Ac 3.06 Ac 38.10 4.82 56.88 6.89 AREA TO IMPERVIOUS TREATMENT AREA Itre6t Ltreat RATE REMOVED .5.,ZFV- 1.52 38.97 3.56 50% 1.78 2.26** 0.92 40.70 2.15 50% 1.07 *TREATMENT SYSTEM IS A CARTRIDGE FILTER #1 ** TREATMENT SYSTEM IS A CARTRIDGE FILTER #2 TOTAL POUNDS REQUIRED TO BE REMOVED = 2.55 POUNDS TOTAL POUNDS REMOVED = 2.85 POUNDS LOWER POND DRAINAGE AREA PRE -DEVELOPED SW AREA TO LOWER POND DRAINAGE AREA = 0.81 ACRES Cn FACTOR = 61 Tc = 17.2 min. PRE-DEVLOPED NE ARE TO LOWER POND DRAINAGE AREA = 2.14 ACRES Cn FACTOR = 78 Tc -,6.6 min. � PRE-DEVELOPED FLOWS OUT OF LOWER POND Q2 = 13.56 ds Q10 = 21.43 ds . Q100 = 31.91 ds . I � � I I I POST-DEVELOPED SW AREA TO LOWER POND DRAINAGE ^REA = 0.81 ACRES Cn FACTOR = 61 Tc = 17.2 min. I POST-DEVILOPED NEARE TO LOWER POND DRAINAGE AREA = 2.03 ACRES Cn FACTOR = 77 Tc = 6.6 min. , I � I POST-DEVELOPED FLOWS OUT OF LOWER POND I I I Q2 = 12,25 ds Q10 = 20.44 ds I Q100 = 40.84 cfs I I 1 9 � RR (11-post - 0.9 2.55 NORTH DRAINAGE AREA PRE-DEVELOPED DRAINAGE AREA DRAINAGE AREA = 5.69 ACRES CN FACTOR = 68 Tc = 13.1 min. Q2 = 8.96 ds Q10 = 20.34 ds Q100 = 36.28 ds POST-DEVELOPED DRAINAGE AREA DRAINAGE AREA = 3.90 ACRES CN FACTOR = 75 Tc = 13.1 min. Q2 = 8.84 ds Q10 = 17.52 ds . Q100 = 29.01 ds I - 10 H S HWG ROU P G 15 ARCHITECT* I ENGINEERS I PLANNERS 609 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 P 434.295.8200 F 434.295.8601 .hq"��Tll I ; Fls$;�' , ( ) $(,A4,A< f��i _ 0 1 P T t> U CRAIGW J. KOTARSKI - Lie. No. 0402048507 ""7/11 5 ' , 00 '0 '�� k �-ONA ARCHITECT NAME REGISTRATION # 1/13/2014 ALBEMARLE COUNTY PUBLIC SCHOOLS * E � _z f d 2zp-, ,,,�IMbemule L I 110 Pumic Schools AGNOR HURT , — ELEMENTARY SCHOOL RENOVATIONS AND ADDITIONS 3201 Berkmar Drive, Charlottesville, VA 22901 Agnor-Hurt ES Addition - VDOE #2-16-00-101 IFB #2014-0501141 D DRAWN: J. WILSON & J. SHOWALTER CHECKED: C.KOTARSKI SCALE: III-60, 0 2012 SHW Group ISSUE: FINAL SITE PLAN 05/2712014 REVISED PER COMMENTS 03/27/2014 REVISED PER COMMENTS 04/30/21014 REVISED PER ACSA COMMENTS 05/20/2014 REVISED PER VOOT COMMENTS 05/27/2014 - C B SHEET TITLE: STORMWATER BIVIP PLAN A � � I I � � I e. . , " . we . '' COol I SHW Project: 3113.008.00 1 � . � , H G F E IR C B P �j0 N V 3 A =I 0 Vm c r M r- O V. 1 1 2 G 3 c 4 VDOT STD. DI -1 WITH DOME GRATE ELEV. 532.99 SZ100YR WSE = 534.71 - y7 10 YR WSE = 532.99 K7 2 YR WSE = 529.09 BOTTOM ELEVATION 52;3.1 l 11.5" DIAMETER CIRCULAR; ORIFICE IN RISER INV. 523.17 5 1.1 Drainage Summary Table Agnor Hurt AlbemadeCounty ;3/32/2014 Structure Number Description Length (ft) Invert In Invert Out Slope % Rim Elevation Remarks Culvert# 15" RCP 83.38 589.00 586.50 3.00 - With (2) ES -1 Ditch to Str 112 48.39 566.00 565.50 3.10 - EC -2 Matting Ditch to Str 204 80.65 570.00 567.25 3.10 - EC -2 Matting AVAILABLE: 4" - 30" FOR CORRUGATED HDPE Ditch to Str 304 95.42 570.00 568.50 1.60 - EC -2 Matting Ditch to Str 306 386.53 590.00 573.50 5.00 - EC -2 Matting 100 DI -1 - - - - 560.62 - 101 15" RCP 94.99 554.51 55336 1.00 - - 102 DI -36 - - - - 559.14 Length 4' 105 15" RCP 106.33 555.57 554.51 1.00 - - 106 DI -36 - - - - 561.69 Length 10' 107 15" RCP 142.42 557.34 555.67 1.17 - - 108 DI -36 - - - - 561.44 Length 6' 109 15" RCP 89.76 558.90 557.50 136 - - 110 MH -1 - - - - 563.88 - 111 15" RCP 133.45 561.00 559.00 1.S0 - - 112 DI -1 - - - - 565.25 - 113 8 "HDPE 84.47 563.14 561,87 130 - - 114 12" Circular Basin - - - - 565.90 Pedestrian Grate 115 8" HDPE 22.58 563.58 563.24 1.51 - - 116 12" Basin - - - - 566.13 Pedestrian Grate 121 15" RCP 28.69 550.84 549.41 4.98 - Tie to EX5 122 MH -1 - - - - 555.20 - 123 15" RCP 28.86 552.28 551.20 3.74 - - 124 DI -36 - - - - 556.28 Length 6' 203 15" RCP 135.59 563.02 559.36 2.70 - - 204 DI -1 - - - - 567.25 - 212 DI -3C - - - - 563.36 Length 8' 213 15" RCP 71.13 557.39 556.32 1.50 - - 214 12" Circular Basin - - - - 563.92 Pedestrian Grate 215 15" RCP 34.62 559.73 559.38 1.01 - - 216 12" Circular Basin - - - - 562.90 Pedestrian Grate 217 8" HDPE 68.38 560.95 560.31 0.94 - - 218 12" Circular Basin - - - - 563.90 Pedestrian Grate 219 8" HDPE 36.94 561.42 561.05 1.00 - - 220 12" Circular Basin - - - - 564.50 Pedestrian Grate 301 15" RCP 149.49 562.77 559.36 2.28 - - 302 DI -313 - - - - 567.47 Length 8' 303 15" RCP 57.32 564.40 562.87 2.67 - - 304 DI -1 - - - - 568.50 - 305 15" RCP 35.53 568.42 564.50 12.03 - - 306 DI -1 - - - - 573.50 - 400 ES -1 - - - - 551.71 - 401 18" RCP 62.55 552.59 550.00 4.14 - - 403 18" RCP 33.44 556.08 554.92 3.47 - - BAYFILTER #1 - 564.92 552.59 - 564.04 - BAYFILTER #2 - 552.62 551.96 - 564.04 - TOP OF DAM 01' _T.. ELEVATION = 535.00 F7 - BOTTOM OF - � \ EXISTING \ EMERGENCY [ -12' -1 40P OF DAM \ SPILLWAY �- ELEVATION = 57 - - -.- 12" Pop \ ELEVATION 533.75 / p100YR WSE = 519.48 / INV. 519.10 J\ / \ 10 YR WSE = 514.46 / ACROSS BERKMAR TIE RISER TO EX PIPE \ f DRIVE TO RI,O HILL INV. 523.17 \ __ _ _WS__ _3�5_ -_ u CENTER - -. _I307TOM ELEVATION! 512.06 - INV. 512.06 -- EXISTING DETENTION PONDS WITH RISER ADDITION DETAIL No Scale 7 8 9 10 TO BE PLACE 6" NYLOPLAST DRAIN BASIN WITH PEDESTRIAN GRATE BELOW GRADE IN GRASS AREAS -- -.�_�� (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. MINIMUM PIPE BURIAL DEPTH PER PIPE (3) VARIABLE INVERT HEIGHTS MANUFACTURER AVAILABLE (ACCORDING TO RECOMMENDATION PLANSlTAKE OFF) (MIN, MANUFACTURING REQ. SAME AS MIN. SUMP) ��- 12 MIN WIDTH GUIDELINE -4- 6" MIN THICKNESS GUIDELINE (6) MEDIUM DUTY TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST (5) ADAPTER 1 0:16. ANGLES BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, ACCORD 0° - TO 360. ACCORDING TO TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS, PLANS SEE DRAWING NO. 7001- 110 -111 FOR NON TRAFFIC INSTALLATION, - f 111 /-T Angor -Hurt Elementary School VA March 25, 2014 BaYFilter Flow Based Sizing Calculator Computed Treatment Flow cfs 1 0:16. Flow Rate Per Cartridge m 45 Number of Cartridges Required 8 (3) VARIABLE SUMP DEPTH EMC Treatment Flow Provided 0.80 Vault Required 8x12, ��- ACCORDING TO PLANS (6" MIN. ON 12" - 24 ",10" MIN. ON 30" (4) VARIOUS TYPES OF INLET &OUTLET ADAPTERS ON 12" - 24' BASED ON MANUFACTURING REQ,) AVAILABLE: 4" - 30" FOR CORRUGATED HDPE ' Y. �IN MIN ON 30" (ADS N- 121HANCOR DUAL WALL, ADSMANCOR - SINGLE WALL), N•12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS 11 18' INLET TER �' MATERIAL AS DEFINED IN ASTM D2321, BEDDING & BACKFILL FOR WATERTIGHT JOINT INV= 554.92 SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED (CORRUGATED HDPE SHOWN) 12" - 30" UNIFORMLY IN ACCORDANCE WITH ASTM D2321, 3 1 • 12"- 30' PEDESTRIAN GRATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70. 50.05. BYPASS WEIR 2 - 12"- 30" FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70. 50.05. •: 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN ' BYPASS WEIR DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING FILTER RESTRICTIONS, SEE DRAWING NO, 7001.110.065. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY ESC MATERIAL 3130 VERONA AVE 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO NYLOPLAST HAS PROPRIETARY RIGHTS, THE RECEIPT BUFORD, GA 30518 ASTM D3212 FOR CORRUGATED HDPE (ADS N- 12iHANCOR DUAL WALL), PVC "ON OR POSSESSION OF THIS PRINT DOES NOT CONFER, DESIGN OR DATE 4.20.07 INLET PHN (770) 932.2443 Nylo la5if 5 - ADAPTERS AN BE MOUNTED ANY ANGLE 0° TO 360 °. TO DETERMINE . TEECHNICAI INFORMATION HOWN HEREIN REVISED BY EBC PROJECT NOJNAME www.nyloplast-us.com MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012. REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE 6 - 12"- 24" PEDESTRIAN GRATES SHALL MEET H -10 LOAD RATING, CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 3.14.10 DRAIN BASIN WITH PEDESTRIAN GRATE 30" PEDESTRIAN GRATE SHALL MEET H -20 LOAD RATING (SEE DRAWING ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS `, QUICK SPEC INSTALLATION DETAIL NO. 7001.110-144 FOR H -20 TRAFFIC LOAD GUIDELINES), IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN y•• 18' OUTLET PERMISSION FROM NYLOPLAST. OHIO "noPLMT DWO SIZE A SCALE 1:40 SHEET t OF 1 DING NO. 7001.110.283 REV 8 - f 111 /-T Angor -Hurt Elementary School VA March 25, 2014 BaYFilter Flow Based Sizing Calculator Computed Treatment Flow cfs 1 0:16. Flow Rate Per Cartridge m 45 Number of Cartridges Required 8 Cartridge Type EMC Treatment Flow Provided 0.80 Vault Required 8x12, ��- BAYFILTER CHAMBER #1 No Scale DESCRIPTION IDATEIAPPRI NOTES: BAYFILTER CHAMBER #2 No Scale 36' F &C 24' F &C RIM= 564,04 RIM = 564.04 ' Y. rER 18' INLET TER �' ~ TROLLEY INV= 554.92 T ' BYPASS WEIR `' ' •: ' BYPASS WEIR STEPS FILTER ;• ELEV= 555,09 �.: FILTER +• INLET F 15' OUTLET `, •' y•• 18' OUTLET INV = 552,59 Ai DESCRIPTION IDATEIAPPRI NOTES: BAYFILTER CHAMBER #2 No Scale AgIRL BAYSAVER WOTECHNOLOGIES 800- 829 -7283 W W WBAYSAV ER.COM TEP DATE: 3/2 EKH SCALE: N.T. AGNOR -HURT ES BAYFILTER 8--9 -6 PRELIMINARY DETAIL 4 1 5 1 6 1 7 1 8 1 9 I 10 "SHWGROUP ARCHITECTS I ENaINEERO I PLANNERS 609 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA 229902 P 434.295.8200 F 434.295.8601 T Op r� G © CKAIG W. J. KI TA SKI Lic. No, 0402048507 i1,S14NAL �Cs F ARCHITECT NAME REGISTRATION # 1/13/2014 ALBEMARLE COUNTY PUBLIC SCHOOLS 10 Public Sch AGNOR HURT ELEMENTARY SCHOOL RENOVATIONS AND ADDITIONS 3201 Berkmar Drive, Charlottesville, VA 22901 Agnor -Hurt ES Addition - VDOE #2 -16.00 -101 IFB #2014 - 05011 -41 D DRAWN: J. WILSON & J. SHOWALTER CHECKED: C. KOTARSKI SCALE: NA 0 2012 SHW Group ISSUE: FINAL SITE PLAN 05/27/2014 REVISED PER COMMENTS 03/27/2014 REVISED PER COMMENTS 04/30/2014 REVISED PER ACSA COMMENTS 05 /20/2014 REVISED PER VDOT COMMENTS 05127/2014 C B A SHEET TITLE: STORMWATER DETAILS SHW Project: C6m2 3713.008.00 36' F &C 24' F &C RIM= 563,02 RIM= 563.02 15' INLET TER �' ~ TROLLEY INV = 552.62 T ' BYPASS WEIR `' ' •: ' ELEV =554,46 STEPS FILTER ;• �.: INLET F 15' OUTLET .Y INV =551.96 AgIRL BAYSAVER WOTECHNOLOGIES 800- 829 -7283 W W WBAYSAV ER.COM TEP DATE: 3/2 EKH SCALE: N.T. AGNOR -HURT ES BAYFILTER 8--9 -6 PRELIMINARY DETAIL 4 1 5 1 6 1 7 1 8 1 9 I 10 "SHWGROUP ARCHITECTS I ENaINEERO I PLANNERS 609 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA 229902 P 434.295.8200 F 434.295.8601 T Op r� G © CKAIG W. J. KI TA SKI Lic. No, 0402048507 i1,S14NAL �Cs F ARCHITECT NAME REGISTRATION # 1/13/2014 ALBEMARLE COUNTY PUBLIC SCHOOLS 10 Public Sch AGNOR HURT ELEMENTARY SCHOOL RENOVATIONS AND ADDITIONS 3201 Berkmar Drive, Charlottesville, VA 22901 Agnor -Hurt ES Addition - VDOE #2 -16.00 -101 IFB #2014 - 05011 -41 D DRAWN: J. WILSON & J. SHOWALTER CHECKED: C. KOTARSKI SCALE: NA 0 2012 SHW Group ISSUE: FINAL SITE PLAN 05/27/2014 REVISED PER COMMENTS 03/27/2014 REVISED PER COMMENTS 04/30/2014 REVISED PER ACSA COMMENTS 05 /20/2014 REVISED PER VDOT COMMENTS 05127/2014 C B A SHEET TITLE: STORMWATER DETAILS SHW Project: C6m2 3713.008.00 SHWGROUP ARCHITECTS I ENOINEER8 I PLANNERS 609 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA 22302 ,ALT T 1 O� © CRAM 7. 'KC?TARSK1 Lie. No. 0402048507 P 434.295.8200 F 434.295.8601 sSroNA� �� ARCHITECT NAME REGISTRATION # 1/13/2014 ALBEMARLE COUNTY PUBLIC SCHOOLS [bernarle County Public Schools AGNOR HURT ELEMENTARY SCHOOL RENOVATIONS AND ADDITIONS 3201 Berkmar Drive, Charlottesville, VA 22901 Agnor -Hurt ES Addition - VDOE #2 -16 -00 -101 I FB #2014 - 05011 -41 DRAWN: J. WILSON & J. SHOWALTER 'OHECKED: C. KOTARSKI SCALE: NA :) 2012 SHW Group SSUE: FINAL SITE PLAN 05/27/2014 REVISED PER COMMENTS 03/27/21014 REVISED PER COMMENTS 04/30/21014 REVISED PER ACSA COMMENTS 05 /20/2014 REVISED PER VDOT COMMENTS 05/27/2014 SHEET TITLE: STORMWATER PROFILES M Qr i tR C6m3 SHW Project: 3113.008.00 H 1 I 2 _ L_ 3 I 4 I 5 I 6 I 7 I 8 I 9 ( 10 595 595 575 590 570 585 565 F E W C B a a 3 a 0 .1 eo' 570 565 570 550 565 545 9 +50 10 +00 11 +00 12 +00 13 +00 14 +00 14 +50 575 570 565 560 555 EX. GRADE A PROP. GRADE GRADE , END INV START INV J =1 START START INV g c 570.00 . SLOPE 1.6% END INV DITCH O STR 204 565.50 N Q C - 4 STIR 204 1 4" Ductile Iron DITCH TO STR112 STIR 112 @ 1 79% TYP. SLOPE 3.1 % i 4" Ductile Iron i @ 1.93% M DITCH H,T03 S 6" WATERLINE 4 R1 AND �� INSULATED SA D ITCH TO ST O 4p CAS CJ�j � h� o r -�- 570 565 570 550 565 545 9 +50 10 +00 11 +00 12 +00 13 +00 14 +00 14 +50 575 570 565 560 555 575 575 570 570 565 565 560 560 555 555 EX. GRADE EX. GRADE PROP. GRADE GRADE , END INV START INV J i START START INV i INV 567.00 570.00 . SLOPE 1.6% END INV DITCH O STR 204 565.50 TYP. SLOPE 3.1% - 4 STIR 204 1 4" Ductile Iron DITCH TO STR112 STIR 112 @ 1 79% TYP. SLOPE 3.1 % i 4" Ductile Iron i @ 1.93% �51�PINC DITCH H,T03 S 6" WATERLINE 4 R1 AND �� INSULATED SA D ITCH TO ST '112 4p CAS CJ�j h� CD W) -�- 575 575 570 570 565 565 560 560 555 555 575 570 565 y.� 555 9 +50 10 +00 11 +00 12 +00 9 +50 10 +00 11 +00 11 +50 EX. GRADE EX GRADE PROP GRADE GRADE , 1_ 2 START INV J i CONNECTION 570.00 i END INV TY . SLOPE 1.6% 568.5 i i DITCH TO STR30 - 4 cry 1 4" Ductile Iron CO O� @ 1 79% 4" Ductile Iron, !AIA 1.00 %a 575 570 565 y.� 555 9 +50 10 +00 11 +00 12 +00 9 +50 10 +00 11 +00 11 +50 9 +50 10 +00 11 +00 12 +00 13 +00 570 CONNECTION TO BUILDING INV 563.83 565 560 555 550 14 +00 °'° I "SHWGROUP ARCHITECTS I ENQINEERS I PLANNERS 609 EAST MARKET STREET 570 SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 P 434.295.8200 F 434.295.8601 s�� op 560 (�L� G ©CRAIG W. T. R ©TARSKT Lie. No. 0402048507 555 �O SSxONALCs 550 545 15 +00 15 +50 INV IN 563.78 ('7) INV OUT 563.78 (5 ) 4 STA 10 +20.29 TOP 565.06 INV IN 563.43 (5 ) INV OUT 563.43 (3) 2 STA 10 +85_„39 TOP 567.00 INV IN 562.78 (3) INV OUT 562.78 (1) N EX GRADE i GRADE , 1_ 2 3 4 CONNECTION / o EX. GRADE 9 5 1.0' MIN. INV 562.50 17.49' OF PROP. ° uetlle- - 7 2.80' OF @ 2.00% 3 1 4" Ductile Iron GRADE 14.50' OF @ 1 79% 4" Ductile Iron, !AIA 1.00 %a 4" Ductile Iron i @ 1.93% �51�PINC 4TER LINE 6" WATERLINE 4 R1 � DIP CLASS 52 �� INSULATED SA 7, SE AND E ADDITIION ' VALVE 7, 90° BEND -�- 113 " IPE 219 SAN PIPE 1 R 45° BEAD I 6X4 TEE 1.0 MIN. 8" 3.0 MIN. DPE 1.0 1 MIN. T� € _ �6 GATE -- 1.0' MIN. 1.0' MlN. CONNECTION WATERLINE 45° END VALVE 45° BEND 450 BEND TO!BUtLDING APPROXIMATE 450 BEND ELEVATION: ; _ _ ... .. i 45° BEND 900 BEND i � G" CLASS G 52 DIP WATERLINE MNM CNI LO 9 +50 10 +00 11 +00 12 +00 13 +00 570 CONNECTION TO BUILDING INV 563.83 565 560 555 550 14 +00 °'° I "SHWGROUP ARCHITECTS I ENQINEERS I PLANNERS 609 EAST MARKET STREET 570 SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 P 434.295.8200 F 434.295.8601 s�� op 560 (�L� G ©CRAIG W. T. R ©TARSKT Lie. No. 0402048507 555 �O SSxONALCs 550 545 15 +00 15 +50 INV IN 563.78 ('7) INV OUT 563.78 (5 ) 4 STA 10 +20.29 TOP 565.06 INV IN 563.43 (5 ) INV OUT 563.43 (3) 2 STA 10 +85_„39 TOP 567.00 INV IN 562.78 (3) INV OUT 562.78 (1) 9 +50 10 +00 11 +00 NOTE: 1. INLET SHAPING SHAL.L BE INSTALLED ON ALL DRAINAGE 'STRUCTURES WHERE HEIGHT EXCEEDS FOUR FEET. 2. POWER GAS AND TELECOMMUNICATIONS UTILITY LINES TO CROSS ABOVE STORM PIPES WITH A MINIMUM SPACING OF 0.5'. 570 565 560 555 550 12 +00 0 50 PROFILE SCALE EX GRADE PROP. GRADE , 1_ 2 3 4 CONNECTION 6 7 TO BUILDING 9 5 1.0' MIN. INV 562.50 17.49' OF ° uetlle- - 7 2.80' OF @ 2.00% 3 1 4" Ductile Iron 65.10'OF' 14.50' OF @ 1 79% 4" Ductile Iron, !AIA 1.00 %a 4" Ductile Iron i @ 1.93% 4TER LINE 6" WATERLINE 4 R1 � DIP CLASS 52 �� INSULATED SA ITARY LINE E ADDITIION 9 +50 10 +00 11 +00 NOTE: 1. INLET SHAPING SHAL.L BE INSTALLED ON ALL DRAINAGE 'STRUCTURES WHERE HEIGHT EXCEEDS FOUR FEET. 2. POWER GAS AND TELECOMMUNICATIONS UTILITY LINES TO CROSS ABOVE STORM PIPES WITH A MINIMUM SPACING OF 0.5'. 570 565 560 555 550 12 +00 0 50 PROFILE SCALE ARCHITECT NAME REGISTRATION # 1/13/2014 19 -- _...- .-- _ALBE-MARLE- COUNT -Y ----------- -- - - - - -- PUBLIC SCHOOLS • E m-carle Cow e P Y ublic Schools AGNOR HURT ELEMENTARY SCHOOL RENOVATIONS AND ADDITIONS 3201 Berkmar Drive, Charlottesville, VA 22901 Agnor -Hurt ES Addition - VDOE #2.16 -00 -101 IFB #2014 - 05011 -41 D DRAWN: J. WILSON & J. SHOWALTER CHECKED: C. KOTARSKI SCALE: NA ® 2012 SHW Group ISSUE: FINAL SITE PLAN 05/27/2014 REVISED PER COMMENTS 03/27/21014 REVISED PER COMMENTS 04/30/21014 REVISED PER ACSA COMMENTS 05/20 /2014 REVISED PER VDOT COMMENTS 05/27/2014 C B SHEET TITLE: DITCH & UTILITY PROFILES A SHW Project: C6.4 3113.008.00 1_ 2 3 4 5 6 7 8 9 10 ARCHITECT NAME REGISTRATION # 1/13/2014 19 -- _...- .-- _ALBE-MARLE- COUNT -Y ----------- -- - - - - -- PUBLIC SCHOOLS • E m-carle Cow e P Y ublic Schools AGNOR HURT ELEMENTARY SCHOOL RENOVATIONS AND ADDITIONS 3201 Berkmar Drive, Charlottesville, VA 22901 Agnor -Hurt ES Addition - VDOE #2.16 -00 -101 IFB #2014 - 05011 -41 D DRAWN: J. WILSON & J. SHOWALTER CHECKED: C. KOTARSKI SCALE: NA ® 2012 SHW Group ISSUE: FINAL SITE PLAN 05/27/2014 REVISED PER COMMENTS 03/27/21014 REVISED PER COMMENTS 04/30/21014 REVISED PER ACSA COMMENTS 05/20 /2014 REVISED PER VDOT COMMENTS 05/27/2014 C B SHEET TITLE: DITCH & UTILITY PROFILES A SHW Project: C6.4 3113.008.00 Pall F C B I I I I t A Q � I �I s M � � 0 t r � 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 ( 9 I 10 605 595 590 585 EXISTING GRADE 3. 1 3.5' PROPOSED GRADE,. PRO:IOSED'ENTRA14CE TO WOO BURN RD SIG FIT DISTANCE L FT hU9 'Co� 605 595 600 590 595 585 590 580 585 575 3.5' \ \! i PROPOSED GRADE EXISTING GRADE I ; PROPOSED ENTRANCE TOE WOOD URN RD SIGHT DISTANCE RIGHT' co 9 +50 10 +00 11 +00 12 +00 13 +00 "SHWGROUP 595 590 585 -580 G _ f 575 14 +00 14 +50 F ARCHITECTS I ENGINEER$ I PLANNERS 609 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 P 434.295.8200 F 434.295.8601 Z, O CRAI ARSKI �G W 7:KOT Lic. No. 0402048507 SNNIAL Cs ARCHITECT NAME REGISTRATION # 1113/2014 ALBEMARLE COUNTY PUBLIC SCHOOLS E emarle County Public Schools AGNOR HURT ELEMENTARY SCHOOL RENOVATIONS AND ADDITIONS 3201 Berkmar Drive, Charlottesville, VA 22901 Agnor -Hurt ES Addition - VDOE #2.16 -00 -101 IFB #2014 - 05011 -41 D DRAWN: J. WILSON S J. SHOWALTER CHECKED: C. KOTARSKI SCALE: 1" = 50' 0 2012 SHW Group ISSUE: FINAL SITE PLAN 05/27/2014 _ REVISED PER COMMENTS 03/27/21014 REVISED PER COMMENTS 04/30/21014 REVISED PER ACSA COMMENTS 005/20 /2014 REVISED PER VDOT COMMENTS 05/27/2014 C B SHEET TITLE: SIGHT DISTANCE PROFILES A 1 2 3 4 5 6 7 8 9 10 SHW Project: C 3113.008.00 I 1; 2 %7, I f . . I 11 I �� I I—- I - �. - - - .. .. � � ,. . I - . . � .. . -1 ., I- . . . . 3 1 4 1 1 5 �i I 7 8 9 ALBEMARLE COUNTY REQUIREMENTS . AREA AREA SIZE REQUIREMENT REQUIRED PLANTING EXISTING PLANTINGS PROVIDED INTERIOR PARKING 38,460 SF 5% OF PAVED PARKING AREA 38,460 SF * 5% = 1,923 SF - N/A 5,300 SF INTERIOR PARKING 118 SPACES I LARGE TREE PER 10 SPACES 118 / 10= 11.8 TREES N/A I 17 TREES BET DUR 5 BETULA NIGRA'DURAHEAT' RIVER BIRCH 71.5 114 -1,75" CAL, B&B TREE CANOPY: FRONT 62,333 SF LIMIT OF WORK 10% OF SITE 62,333 SF * 10% = 6,233 SF 2,756.25 SF 10,507 SF PROVIDED TREE CANOPY: REAR . 166,613 SF LIMIT OF WORK 10% OF SITE 165,613 SF * 10% = 16,561 SF 10% IS MET BY EXISTING VEGETATION WITHIN CONSERVATION AREA, SEE NOTE BELOW REGARDING TREE PROTECTION. 10 PLANT SCHEDULE TREES QTY I BOTANICAL NAME COMMON NAME MINIMUM INSTALLED SIZE ROOT REMARKS PER TREE TOTAL CANOPY ACE RUB 8 1 ACER RUBRUM -OCTOBER GLORY' RED MAPLE 1.5 -1.75" CAL. B&B SINGLE STEM 397 SF 3,176 SF BET DUR 5 BETULA NIGRA'DURAHEAT' RIVER BIRCH 71.5 114 -1,75" CAL, B&B 3-5 STEM ONLY 397 SF 1,985 SF QUE PHE 7 QUERCUS PHELLOS j WILLOW OAK -1.75" CAL. 1B&B TSINGLE — STEM 370 SF 2,590 SF — I SHRUBS QTY I BOTANICAL NAME COMMON NAME MINIMUM INSTALLED SIZE ROOT SPACING ILE COM 7 I ILEX CRENATA'COMPACTA' DWARF JAPANESE HOLLY 24" HT/SPRD CONTAINER 3'OC _ GROUND COVERS'- QTY - BOTANICAL NAME I - ' - - - COMMON NAME - MINIMUM INSTALLED SIZE ROOT I SPACING HYP CAL 151 HYPERICUM CALYCINUM'BRIGGADOON' CREEPING ST. JOHN'S WORT 1 GAL CONTAINER 18" OC LIR CRE 836 LIRIOPE SPICATA CREEPING LILY TURF 1 GAL CONTAINER 12"OC TOTAL 1 7,761 SF I -- -------.—,-----�—�—.��----�--"---I---"---�---�-- -��,7"---,-�'�,-----,—,-,---l-,-,--,---,-,---"----"-,-"-,------"-,---,----,--------,---------,---,-,---,----------,---,---,-,-*-----,--,----,-------,---,*---*"---,-------,-----.---,�--,-,--,-----------------�----,-,-----.---------.-------�.��----,-�-------,-------.-,.-.--�--�-I NOTE: QUANTITIES ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. 1, � . . I I . � . I . . 111. I %� '��-,��-,-- ---- -.-,-,-,, I ---,",-,-,- - ------ ---- �. . . I ,; . . I . 11 . . . I I �. .1 / � � . . . -[--"."i-"--"---,-,*,--,--�---,----,-"----*------,-,-"-----"-*,--,-,---,-- I—— I I . 1. . I I i 1. ,,.:.. -i . 01-, :1. . I—- I I .. 11 1. I . I—. - . � . .. 1'� � . --:--J --- ---,- --- *--,-----------,-----"�-,--,-,----,', I : I � I .11 - - .. � I . / . A 1 -1- . . . . I % I .,I, . '. ..C�!. - : . 1-11 -- 1-11 1. 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I I I L � A L . � . I . � -pwl��. ------ J . . It i . . W I I L I I I � 1, I . i . - -L . I . a . I tFy . � I . 14, , . : � : . I . I '' '-11 . . I 4 . . .. I '. 1 1 _-- . � , __ I ! q - r I , Z , I [ ,JL , L, ,V� I � . , I . - ��mmal 11 I I I . I L . � ? ".,! . �14 I . I [ I I � !� ; I I I L � . . L , , L I, .� I . � I . � I . I 11 I � .. . I , ., , , . I i . I I I : I I . � - ; � . I I . L I i I I l .. " L I ; 1. I . . 'L I IL . I I I I I., � . I -r P . i ! 1� �J � I , , : ! I -- - 1, L i . � ; I � I . ! I I r I . M . I I I !., � I I I E . I i I . I L " I . � i � �. . I ; -- � I , . ; I I \ r I ' /L L , , , L i ! . : � / L - . . . _7111F- -1-1 -1 loi , . �.. � � I ! � ,�, ,� . ! . I I t /-';--- I I L I I 1; . . . � I . .0"'! .. I 9 . I I J�! L . I 11 I I .� . 1, I . . I � ; I LA/ ! t ; � I ,. i I l L - ;.1 k� , �,,, 'L.. ,4 I D � . �.,.'. i I I iL. i i � . t''L % i. , I . 1. L L ; I I . -- � : : ! i !! I , 14i , V. 1. , � I ( . . � ; I i I ,. t %� i . I . I . . I I 1 -, � r , , I . I I ; : / -- i i � .1 , 11 LIMIT OF WORK, � . � - il I 1 I I � I L I L I i ! I . L , I 1. I 'L% �� , . I . ; ! ; I ' � 11 �� t i i / I .. � , FRONT (TYP) 71 11 , L t � . I I I I I .. ! � . . I , - , . I '!-' i / .4 1 1 - � - I., W i ; � � " L - -- I . . � L ,la. ; � � I � . : Ni, . , I . I I % 1. � L ,� I I ! I I . . I , � i , . _ i 4-- . I I i I ; : I L11 I . . . ; ; . I . L I ------------- i / L I . I I I A. T i I / I I . . L I I § . ; . I EXISTING TREES TO REMAIN (TYP) . � ; I I ; '. i ----- ------ - , 1:,t �L I i 11 / � � . I i t ��- I I � . I w ; I I I I I f 1, .1 I I m � \: !�. . I I � .1 1 ; 1. � " I ; ; i � � ; TREE CANOPY PER TREE: 315 SF * 1.25 = 393.75 SF ; . I . !.�, � I . I . I . I � . I I I il, --- w I I / . I , I I ! q I . .1 . . i; - `\ 1i I i I , � I . � I � : t : . jj I I .1 I . � . I I I , I_ - � � : � \ I I , , i 1\ I � , L I ! i 1. 1: 0�i I .. . I . . I . 1 � , �, -, . i I 1w ------- I I I I 1, /- I L I ml�� I I . I , k , . - - . I : I � I I 1101 : TREE CANOPY TOTAL: 393.75 * 3 = 1,181.25 SF -\ 4',,. I— .1 0�1 I I . __._ ''��; I - ; I � .!, 7"' --�� .200 won �! . , . L . . : ; I L - .��" J , , ; I -I- . I . I L � , :L � I .1 - I I I I L � : I : . . = "- "11111111" , 1�1� - I _ Iwo— � . * I I I -I— - 7 - -;�� : , . I I � . . I., - - . . . I . t , I - - t , I ! � L I I . L � . � . I . . I I , .. , L", - 1� 11� , L�t, I I 4 '. � � I L I � .; � I" . ,' - � i r"? -� I ! . �� , I I ( 3 t. I . � I I I - , � _ , - - — It " � "; i , I . L , � I I I t I ��_ .L . L-, -. L t I -- � - ---. � � L . i, I . I to I I I I L i �' � , . , i L _ _ ; I � � . � L � -L, � . \ f \ S a 17 - L ! � ; I I I .00, I I I L - I I � _1 . I I � � I I I ; I.. � � , i I I I L , , , , , F7 1; 1, I I 'I i , d, , � ,I I 1 'I I �, � I . . . . I I t�� I . . . I I I . . . - . �' - i ; - -- - ' ' ; _- _ -- � - - ( ( " - -,.� \�! I I i , 14'�� 1, % � , � . % ;. L I I- I I , • - � , , . . . , . � , . 1 ..� I . 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RENOVATIONS AND - ,- " ADDITIONS 3201 Berkmar Drive, Charlottesville, VA 22901 1 Agnor-Hurt ES Addition - VDOE #2 -16 -00 -101 . IFB #201405011-41 1. . ., ; I . . . . 11. . � \ i I I I I � . * . \ I I i '\ I I I I : ; ; A % , ; I � I ! ; i � ; "I 1-1 I ! : i � I I \ : I i I . 'r �Opl 1� l � J � . � . I : , " - .- I . ; I \ . f % - " . . I 11 i � I . I . I . . I \ ! f " ', � '\ I N I i � 5�11�t , I � I I I ; I I � 1< ; : I I � ; , " \ �) ,\ \ Q I .. I L I . � , \ . t! i , : I ! ; . \ , -\ - \ ... • 1 ; I . I I . - L— \ -1 � "III,) I - , . - . I I ; I I . ; . -- , I 1, Immoft, 10 \ ; . "I � . I � I I I . � I.. I I , , ( E L, I ! I I � ; ! i . N \ I . �3 I I -11� I . - � -1 I �1 I \ " I 1. 6r-- . I - iol I � -4 I ! ; ! . -Y P ) , - "I. N , '.. , I " , . � ; I � ! I I � ------- —�,-�.-----,�---.---.—.—�,-�,,�� . I - � .1 . ill I . I . � ; I � �! 4 � . , � . 'I -, \1 � I ----- , ", i il:-- � ( �----, -,\ 'SEED (1 / 1 1 11 � � . . . �'. - i;1lw � � I .: � � I . 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I I 1 x . -- "I \ �, \ I I , & ! ) , /* I I / / / / / / -- -L - ��-- I / / / / / // / , I - � "I -- I-- 11 . ,-. , -, \ / / t�' ". -tr - /.1 / , - - - "" - I /- -1 " I - 11 � -- ---. -- -� -: - , 1 5 ,-- / / / - ,� - -- , \ r / / / I ', 1<1 - 11, \ --- ---- �-- ---� - - - / / �'Vkl ; 1-1 � / / / / ,/,/ / / \.- -- -- \ I \ Z , / ) , '14, -1 I -----. \ -\I,---- �� - / I / J N - -- 1 -7— 2 1 3 1 1 4 1 5 I 6 T 7 1 a -T 9 1 10 I I I SHW Project: L1.0 3113.008-00 W G F E FBI C B z J a Z I= Z a 0 0 s it A a0 N pf r Q M •- o iY 1 1 2 2 3 n County of Albemarle Conservation Plan Checklist — To be placed on Landscape Plans (Handbook, pp III- 284 -111 -297 for complete specifications) I, The 1'011owhig itenis shall he slitnrn on the 0,111: Trees to be saved; Limits of clearing (outside dripline of trees to be saved); 04 Location and type of protective fencing; Grade changes requiring tree wells or walls; Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Construction Conference: 9)Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Er i aunt Operation and storage: i•Ie<<vy equipment, vehieular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: Such devices shall not adversely affect trees to be saved. 6. Fires: Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. luic Materials: Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. Fencing shall be in plaice and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tr. e W lls- When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tr e W Ili: When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval, 11. Tr nching and'I'umicling:, When trenching is required within the limits of clearing, it shall be done as faraway from the trunks of trees as possible. Tunneling und.i;r a large tree shat l be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. 1 a Protective fencing shall be the last items removed during the final cleanup. 13, Qamaged Trees; Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. j Y f l OWN (DA E) CONTRACT PURCHASER SIGNATURE (DATE) 5 /1/06 Page 1 of 1 3 4 J 5 I 6 E GENERAL NOTES 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 SEWER/WATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. • VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR 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 RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK ". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE ARCHITECTS, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS CONSTRUCTION /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 VARIETY AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME. • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES /EXITS AND 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 FINAL 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 RESPONSIBILITY OF 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, MiN. 36" AMENDED CLEAN/ TOPSOIL 9'+ PARKING LOT ISLAND (TYP) PARKING LOT ISLAND MOUNDING 7 ILCH LAYER L SLOPE MAX RB (TYP) RKING LOT (TYP) F 8 9 10 INSTALL SHRUBS SO THAT THE TOP OF THE ROOTBALL IS AT REMOVE ALL DEAD, BROKEN, THE SAME GRADE AS DISEASED, AND WEAK ORIGINALLY GROWN OR 1 -2" BRANCHES AT TIME OF ABOVE IN POOR DRAINING PLANTING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL 2 -3" MULCH LAYER, KEEP AWAY FROM TRUNK REMOVE ALL STRING, WIRE, AND 1" COMPOST LAYER BURLAP FROM TOP Y OF BALL PROVIDE MULCH UP AND OVER i.. ------ __ _ _ _ SAUCER BACKFILL PLANTING PIT WITH - 6" SAUCER NATIVE SOIL. INCORPORATE - - -_ -- i:-T._�:4 REMOVE CONTAINER. SCARIFY SLOW - RELEASE GRANULAR � ,- ��- � �- � � —I ^- -_ i - -- ,- PERIMETER ROOTS FERTILIZER ` i -`� (' - ._ -_ -- I i -- I I � I -- i ;^ B &8 CONTAINER SCARIFY BOTTOM AND SIDES OF PIT SHRUB PLANTING DETAIL NOT TO SCALE NOTE; ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS - BRANCHES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEE NOTE) DO NOT WRAP TRUNK PRUNE SUCKERS IF FIELD GROWN, CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP Y3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1:1 SLOPE OF SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING TAMP SOiL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT DECIDUOUS TREE - STAKING SPECIFIED NOT TO SCALE :W ROOT BALL 12 GAUGE GALVANIZED WiRE 3 -2 "x2" HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE WITH RUBBER HOSE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 8'2"x2" HARDWOOD STAKE, 2' -6" MiN BELOW SURFACE, STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL 2 -3" MULCH LAYER TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNKFLARE SET ROOTBALL FLUSH TO GRADE OR 1 -2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE 6" SAUCER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW-RELEASE GRANULAR FERTILIZER V COMPOST LAYER PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL GENERAL NOTES: • CONTRACTOR TO REMOVE ALL SPOILS, GRAVEL AND DEBRIS LEFTOVER FROM CURB POUR PRIOR TO INSTALLATION OF AMENDED PLANTING SOILS. ENSURE THAT INTEGRITY OF AGGREGATE BASE FOR CURB IS RETAINED • COORDINATE ELEVATIONS OF ANY LIGHT POLE BASES & GRADING C' LEAN/ TOPSOILD \� / j / \ \V / \ \j / \ \j / \ I� 15'+ PARKING L T ISLAND (TYP) E 1 8 ADD AMENDED/ CLEAN TOPSOIL TO ACHIEVE FINISHED GRADE OF 12 " -18" ABOVE BACK OF CURB ELEVATION MULCH LAYER 4:1 SLOPE MAX CURB (TYP) PARKING LOT (TYP) 9 NO THIS PLAN HAS NOT RECEIVED FINAL APPROVAL, AND IS NOT APPROVED FOR CONSTRUCTION. 10 "SHWGROUP ARCNITIICT$ I ■NCINERRS I PLANNERS 609 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 P 434.295.8200 F 434.295.8601 OF G ti F ARCHITECT NAME REGISTRATION # 3/27/2014 ALBEMARLE COUNTY PUBLIC SCHOOLS AGNOR HURT ELEMENTARY SCHOOL RENOVATIONS AND ADDITIONS 3201 Berkmar Drive, Charlottesville, VA 22901 Agnor -Hurt ES Addition - VDOE #2 -16 -00 -101 IFB #2014 - 05011 -41 D DRAWN: E. MACHEK & P. PRICE CHECKED: P. PRICE SCALE: 0 2012 SHW Group ISSUE: RESUBMISSION 04/30/2014 REVISED PER COMMENTS 03/27/2014 REVISED PER COMMENTS 04/30/2014 C B SHEET TITLE: LANDSCAPE NOTES AND DETAILS SHW Project: L2.0 3113.008.00 IZ G F E A C B I 2 D- Series Size 2 I Numbe LED Area Luminaire Notes ' Type . Introduction d"series The modern styling of the D- Series is striking yet unobtrusive - making a bold, progressive statement even as it blends seamlessly with its Specifications environment. EPA: 2.0 ft' The D- Series distills the benefits of the latest in (0.19m.) W LED technology into a high performance, high Length: nol a 0"� efficacy, long -life luminaire. The outstanding Width: (3815" photometric performance results in sites with 8 1 15 ) L excellent uniformity, greater pole spacing and Height: 711 lower power density. The Size 2 is ideal for (19.0 cm) fi replacing 400 -1000W metal halide in area lighting Weight 3Y lbs applications with energy savings of up to 80% (max): (17.7Ag) and expected service life of over 100,000 hours. SCHEDULE DSX2 LED 80C 1000 40K T4M MVOLT SPA DDBXD DSX2 LED :. 1 1 1 " I , t , ,• 1 t, a 1„ e DSX2 LED Forward 530 530 mA 30K 3000K TIIS Type 1 Short MVOLT 3 Shipped Included Shipped installed Shipped Installed DDBXD Dark optics 700 700mA 40K 4000K3 T2S Type 11 Short 1203 SPA Square pole PER NEMAtwist -lock HS House -side bronze 80C 80 LEDs 1000 1000 mA 50K 5000K T2M Type II Medium 208' mounting receptacle only (no shield 13 DBBXD Black (four (1 All engine) T3S Type III Short 240 3 RPA Round pole controls) WTB Utility erminal DNAXD Natural 11 Lamp mounting DMG 0-10V dimming driver block aluminum 9 100C 100 T3M Type III 2771 (no controls)' SF Single fuse DDBT D White WBA Wall LEDs (four Medium 3471 bracket OCR Dimmable and control- IablevfaROAM (no ODBTXD Textured engines) T4M Type IV 4 ,; 347 15 Yp 480 SPUMBA Square pole controls) a 347V) dark bronze Rotated Medium universal DS Dual switching 1,10 OF Double fuse OBLBXD Textured optics TFTM Forward Throw mounting (208, 240, black 80C BOLEN Medium adaptor PIRH Motion sensor, 115 30' 484V)15 DNATXD Textured mounting height (four T5VS TypeVVery RPUMBA Round pole TLS Tool- less entr natural BL30 switched engines) Short universal 0 - trigger dimming, 30 °�' -1U•" 99 aluminum dimming, R4 HS T5S Type V Short mounting L90 Left rotated DWHGXD Textured adaptor OL50 BI -level switched optics I -17 METAL HALIDE, T5M Type V Medium dimming, 50% 111,11 white 1.00 R90 Right rotated n T5W TypeVWlde optics N / A N /A NOTES Top of Pole Template #8 DSX2 shares a unique drllNty pattern with the AERIS'm family, Specify this 1 Available with 80 LEDs (80C option) only. 0.0 fc (11,1111119 padem when swifyhlq poles, per the table below, 2 Confi ured with 4000K (40K) pr%ldes the shortest lead times. Consult factory for 30001((301() and 50001((501() lead times. 0,563" 0,111"s Shale wit OIY128A8 2 at 909 " 3 MVOLT driver operates on any line voltage from 120.277V (50/60 Ht), Specify 120, 208, 240 or 277 options only when ordering with fusing (SF, DF options), 1,325" - DfA28A8 2 81180°. �DM88A8 ' 3 aI80° *' OM48A8 4 90°' 3 120° " 4 N/A DMG, BL30, BL50, WT8 or TLS. Also, N/A 1000m k with D5 or DCR. 0.400" 2,650^ 8t UNi92A8 8t PLCS) = 5 Available as a separate combination accessory: PUMBA (finish) U. (2 p SSA P g OM18A8 OOBXO 6 Photocell ordered and shipped as a separate line item from Acuity Brands Controls, See accessories, Not avai able with DS option, '. 7 Not available with 347 or 480V, Visit Lithonia Llghunga r v, E'ti • !,I� .l�dt. to sea our wide selection of 8 Specifies a ROAMS enabled luminaire with 0.10V dimming capability; PER option Not 1000mA 347V 1OWmA 480V. Additional hardware Controls 8c 5111 @Ids poles, accessories and educational tools, required, available with or nd aervl"'required for ROAMS deployment; must be purchased separately, Call OLU27F 1C Photo (etl -SSLtwlst•lak(120.271V1" "Roundpole top must be 3.25" O.D. OD minimum. "For round pole mounting (RPA) only, 1. 800-042.6745 or *mall: salesamemsamcu, net. Not available with PIRH, OS, BL30, 81.60, or TLS, OLL347F 15CULA Photocell - SSL twist- led ' DSX2 LED W /21LARGE & 9 Provides 50/50 luminaire operation via two independent drivers on two separate 01.1.480F 13 CUI.IU Photocell - SSL twist -lock (48OV)" circuits, N/A with PER, DCR, PIRH or WT8, N/A I OOOmA 347V or 1 000m 480V SC U shorting cap )r '. DSX2HS80CU House•sMeshkldfor80lEDunH Tenon Mounting Slipfltter" 10 Requires an additional switched line, 11 Specifies the 5en50rSwitch SBR6ODP control; see Motior. Sen5ur Guide for details, osx2HS 1WC U House -side shield for 100LEDunit V s PUMBAODBAD u- Square and round pole universal mounting ;, ;1 :, Dimming driver standard. Not available with DCR, DS, TLS or WTB. 12 Dimming driver standard. MVOLT only. Not available with OCR, TLS or WTO, 13 Also Accessories Information, V bracket ankh) 2.3/8" AST20 -190 AST20 -280 N/A NIA NIA N/0. available as a separate accessory; see 4 14 WTS not available with 81.30, BL50, DS, or PIRH. WA 347v or 480v. 2.718• AST26.190 AST25.280 N/A AST25.320 NIA N/A 15 Single fuse (SF) requires 120, 277 or 347 voltage option. Double fuse (DF) requires - For more control options, visit Uri and itcwvo online. C AST35 -190 AST35 280 AST35 -290 AST35320 AST35-390 AST35 490 208, 240 or 480 voltage option, 16 With TLS option, the luminaire is no longer IP65 rated. Not available with 81.30, 81.50, OC_700_50K_T DCR or PIRH. N/A 347v or 480v. 17 Requires Iumklalre to be specifled with PER option. Ordered and shipped as a separate line hem from Acuity Brands Controls, For 1000mA 347v or 48010 PER, muss order DLL127F 1.5 JU Photocell -SSL twist•lock (120.277V) as the receptacle b wired .. .__.___...__. aRert 4_ atepdowntranaforme_r._ ---- .--------------- --- /7jral�i/`/ /� One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • Fax: 770.918,1209 • '.':':w:'.liti,oni<;.cr,:,'h /1�d/Y /�� m 2011 -2013 Acuity Brands Lighting, Inc, All rights reserved. A SCHEDULE 1 2 - 3 3 EXISTING RELOCATED ALL NEW (F) Lu1 IJ r F-- La.J Q_ (D a_ 4 1 -5 1 6 1 7 1 8 1 9 tl.0 13.0 13.0 13.0 10.0 13.0 13.0 13.0 10.0 D.0 b.0 13.0 13,0 13.0 0.0 13.0 13.0 13,0 13.0 tl.0 0.1 13.1 110 10 10 13.0 0.0 0,0 o 11c b,o D.0 b.t b.l 0.1 1,1 b.t 111 1 .0 b.o b.o D.0 o b.o 13.0 b., b.t b.t b.t n.t b., o b,o WOODBURN ROAD STATE RTE, 659 1 13,2 112 '12 b.z D., �br.�o (13.0 50' I / W 13.0 1311 b.2 D. 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D.7 A b, 1.1 3 .4 13.2 D.2 t�OCr'C b.1 2, 2,8 3.3 3A .8 %,2 $9 27 2.7 3.5 2,8 2,3 1,8 1.3 10.7 10,4 .2 13.2 1).2 13,2 13,3 10.3 b.a 7 17.3 V,1 b.I b`.tO0 boo 1311 0,8 13,9 .0 ,0 1 13.0 b/ 1 ba b.a 13.8 ,9 .0 1,3 1,9 2.9 2, 10 3.0 2.3 1.9 ,1 2.8 2. .6 ,1 15 D13 13.2 D11 111 V.t V., 10.1 13.3 13,1 b,l 2.1 1.9 1 1.5 1,7 13 1.4 1 'J.8 17,4 112 D.1 1311 W b.t U7 13.9 13.9 10.9 tot V11 10.1 13.1 13,9 0,5 13,5 13,3 o e BRICK SIGN e (, 't.tY O DERKMAR DRI ea LUMINAIRE SCHEDULE Description Symbol Label Qty Catalog Number Max /Min Description Lamp File Lumens LLF Watts 0.0 fc N / A N ,/ A BUSLOOP +- Area Luminaire, 10OW ONE 100 -WATT CLEAR E- N / A N / A' ❑ B 4 KAD 100M R4 HS MH, R4 Reflector, Full -17 METAL HALIDE, KAD_100M_R4 8500 1.00 140 n 0.0 fc N / A N /A PLAYGROUND Cutoff, Houseside Shield HORIZONTAL POSITION, _HS.ies 0.0 fc N / A N' / A MEETS THE 'NIGHTTIME FRIENDLY' CRITERIA DSX2 LED 100C DSX2 LED W /21LARGE & ❑ D 8 700 50K TFTM 2 MEDIUM LIGHT LED DSX2 - LED -10 Absolute 1.00 218 MVOLT HS ENGINES, (2) 700mA OC_700_50K_T ,DRIVERS; 5000K LED, FTM_MVOLT_ TYPE TFTM OPTICS, HS.ies WITH HOUSE SIDE SHIELD DSX2 LED 100C DSX2 LED W /2LARGE & ❑ E 9 700 50K TFTM 2 MEDIUM LIGHT LED DSX2-LED-10 Absolute 1.00 218 MVOLT ENGINES, (2) 700mA OC_700_50K_T ,DRIVERS, 5000K LED, FTM_MVOLT.i TYPE TFTM OPTICS es DSX2 LED 100C DSX2 LED W /2LARGE & J 3 700 50K T3M 2 MEDIUM LIGHT LED DSX2-LED-10 Absolute 1.00 218 MVOLT ENGINES, (2) 700mA OC_700_50K -T ,DRIVERS, 5000K LED, 3M_MVOLT.ie TYPE T3M OPTICS s 4 QF,OQ SIGNAL SITE LIGHTING PLAN 2 SCALE: 1" = 40' -0" EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY W ,RESIDENTIAL AND RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE, STATISTICS Description Symbol Avg Max Min Max /Min Avg /Min BUS DRIVEWAY + 0,7 fc 4,3 fc 0.0 fc N / A N ,/ A BUSLOOP +- 1.8 fc 6,7 fc 0.0 fc N / A N / A' SIDE + 1.2 fc 5.3 fc 0,0 fc N / A N /A FRONT + 1.6 fc 5,8 fc 0.0 fc N / A N /A PLAYGROUND +. 0,6 fc 6.5 fc 0.0 fc N / A N' / A 5 6 7 8 1 9 10 I HWGROU RCHITICTS I ■NOINNERS I PLANNIF 609 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 P 434,295.8200 F 434.295.8601 G SIMMONS, ROCKECHARLIE & PRINCE INC, Mechanical and Electrical Engineers 8416 Glazebrook Avenue Richmond, VA 23228 phone: (804)262 -7323 fox; (804)262 -0021 website: www.srpeng.com JOB NO: 13061 U I F DINESH K, NA G 1 Lic• No. 38 1 NAL ALBEMARLE COUNTY PUBLIC SCHOOLS P ublic Scho AGNOR HURT ELEMENTARY SCHOOL RENOVATIONS AND ADDITIONS 3201 Berkmar Drive, Charlottesville, VA 22901 Agnor -Hurt ES Addition - VDOE #2 -16 -00 -101 IFB #2014 - 05011 -41 D DRAWN: TAR/DKN CHECKED: TAR/DKN SCALE: As indicated ® 2014 SHW Group ISSUE: COUNTY COMMENTS 04/15/14 _100% DESIGN DEVELOPMENT 01/20/2014 90% CD REVIEW 03/14/2014 95% CD REVIEW 03/27/2014 B A 0 CO 0 0 0 I I- c9 I I Q0 N r 00 U s- SCALE: 1/16" = 17 -0" 10 -KEY PLAN (NTS) SHEET TITLE: SITE PHOTOMETRIC PLAN SHW Project: E402 3113.008.00