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SDP201600069 Plan - Submittal (First) Major Amendment, Final Site Plan 2016-11-21
J H G F E D C B A MAJOR SITE PLAN AMENDMENT COUNTY OF ALBEMARLE, VIRGINIA RIO DISTRICT 11/21/2016 VICINITY MAP SCALE 1:1000 OWNER: ALBEMARLE COUNTY SCHOOL BOARD 401 MCINTIRE RD CHARLOTTESVILLE, VA 22902 CONTACT: MR. JOSEPH P. LETTERI TELEPHONE: (434) 975-9340 FAX: (434) 975-9341 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVENUE, SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: 434-327-1688 Sheet List Table Sheet Number Sheet Title C0.0 COVER C1.0 NOTES & DETAILS C1.1 NOTES & DETAILS C1.2 NOTES & DETAILS C2.0 EXISTING CONDITIONS PLAN C2.1 EXISTING CONDITIONS PLAN C2.2 DEMO PLAN C2.3 DEMO PLAN C3.0 EROSION & SEDIMENT CONTROL NOTES & DETAILS C3.1 EROSION & SEDIMENT CONTROL PLAN - PHASE I C3.2 EROSION & SEDIMENT CONTROL PLAN - PHASE I C3.3 EROSION & SEDIMENT CONTROL PLAN - PHASE II C3.4 EROSION & SEDIMENT CONTROL PLAN - PHASE II C4.0 LAYOUT PLAN & UTILITY PLAN C5.0 GRADING & DRAINAGE PLAN C5.1 GRADING SPOT SHOTS C6.0 AUXILLIARY SITE IMPROVEMENTS C7.0 UTILITY PROFILES C8.0 STORM SEWER PROFILES C8.1 STORM SEWER PROFILES C8.2 STORM SEWER DRIANAGE AREAS C9.0 PRE -DEVELOPED DRAINAGE AREAS C9.1 POST -DEVELOPED DRAINAGE AREAS C10.0 STORMWATER MANAGEMENT PLAN & DETAILS L1.0 LANDSCAPE PLAN L2.0 LANDSCAPE NOTES AND DETAILS L3.0 LIGHTIING PLAN L3.1 LIGHTING NOTES AND DETAILS L3.2 LIGHTING NOTES AND DETAILS TOTAL: 29 SHEETS RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, ,Virginia 23320 (757)622-2828 J 0 M E 0 n N V N U1 > E U U) Q7 17110Q o l -- i z ro =M W 2i FU CO Z Lu V :• .,N i Z N 00 M 0 (-) 7 X 0� 0 � Q oLij m Q �W U w N O C� `y IL Q) > `n u' c °' C N U H n 00 J W tD I— RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, ,Virginia 23320 (757)622-2828 J 0 0 U U) Lu 17110Q o l -- z W 2i FU Z Lu V ry w w Z t RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, ,Virginia 23320 (757)622-2828 J 0 0 U U) 17110Q l -- z W 2i FU Z Lu V W Q w Z 00 _o fy m� (-) LL] 0� r� RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, ,Virginia 23320 (757)622-2828 J 0 0 U U) 17110Q l -- z W 2i Q z w� J � W Z 00 fy m� (-) LL] 0� oLij m Q 0 t� U w Z O C� <t 0� IL o H F .m FBI C 0 SITE DATA: GENERAL NOTES ENGINEER: TIMMONS GROUP 608 PRESTON AVENUE, SUITE 200 CHARLOTTESVILLE, VA 22901 TELEPHONE: 434-327-1688 CONTACT: CRAIG KOTARSKI, P.E. CRAIG.KOTARSKI@TIMMONS.COM TAX MAP PARCEL: 045CO-02-00-00500 LIMITS OF DISTURBANCE: 7.86 ACRES ZONING: R2 - RESIDENTIAL MAGISTERIAL DISTRICT: RIO SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP. 28 IMPERIAL DRIVE STAUNTON, VA 24401 (540)-885-0786 BENCHMARK: TOP OF EXIST. STORM N 3919145.98 E 14920000 ELEV 487.92 DATUM: HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE VERTICAL: NAVD88 ESTABLISHED THROUGH LEICA SMARTNET BUILDING SETBACKS: FRONT: 25' BUILDING SETBACK SIDE: 15' BUILDING SETBACK REAR: 20' BUILDING SETBACK BUILDING HEIGHT: 28' (EXISTING BUILDING) 19' (ADDITION) (MAX. 35' FOR R6) BUILDING AREA: 69,500 +/- SF (EXISTING) 11,200 +/- SF (PROPOSED) 80,700 +/- SF (TOTAL) PROPOSED USES: CLASSROOM ADDITIONS, PARKING, AND BUS LOOP EXISTING PARKING: 92 SPACES TOTAL POST DEVELOPMENT PARKING PROVIDED: 112 SPACES (5 ADA SPACES) LOADING SPACES PROVIDED: LOADING SPACE PROVIDED AT PARENT DROP OFF EXISTING IMPERVIOUS AREA (WITHIN PROJECT LIMITS): 3.27 ACRES TOTAL POST DEVELOPED IMPERVIOUS AREA (WITHIN PROJECT LIMITS): 5.01 ACRES WETLAND IMPACTS: NONE UTILITIES: ACSA DRAINAGE DISTRICT: SOUTH FORK RIVANNA DRAINAGE FACILITIES: UNDERGROUND DETENTION SYSTEM AND CARTRIDGE TREATMENT SYSTEM THERE ARE NO CRITICAL SLOPES LOCATED WITHIN THE PROPERTY LIMITS. THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100 -YR FLOODPLAIN 1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 2. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES, 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH CURRENT. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT I AND I LD -94 (D) 121.13. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM -C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS, 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3 -AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 20. THE OWNERS REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (NIA) 22. ALL VEGETATION AND ORGANIC MATERIAL MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N/A) 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. (N/A) 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG -7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC 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 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 CONSTRUCTION CODE, AND ICC/ANSI Al 17.1-03. 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. 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. 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 (HO RIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. F OR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT S,'TORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. RRMM ARCHITECTS, IPC 1317 Executive Blvd, Suite 200 Chesapeake, Virginia 23320 (757)622-2828 J O Cm E O Q 0)oV N vi > E U o E U 0 6E L Q 0 � z _T o W Q Q I- WLLI U00 m L1 z U LIJ -Ln i� ori V Z n, �• z o 00 X co U w = x O 0 �a Ow m O Q z U z Lu O Q)N r Q1 o N E� H qp J 00 W "o �-- RRMM ARCHITECTS, IPC 1317 Executive Blvd, Suite 200 Chesapeake, Virginia 23320 (757)622-2828 J O O U o rn U L Q 0 z _T W Q Q I- WLLI C) r z 0 m L1 z U LIJ W � V Q W z o 00 X co U w Vj O RRMM ARCHITECTS, IPC 1317 Executive Blvd, Suite 200 Chesapeake, Virginia 23320 (757)622-2828 J O O U U Q z W Q :>- z W V I-_ O z o 00 X co U w Vj O F - Ow m O Q z U z Lu O <L r SHEET C1.0 i H G E D C B A CG -12 GENERAL NOTES: 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 4' r 2. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE �~ 10;1 MAX RAMP FLOOR BY 2 FOOT IN LENGTH W THE DIRECTION OF PEDESTRIAN 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 \ r. FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OFg'MiN P.ECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 5. REQUIRED BARS ARE TO BE NO.5 X 8" PLACED VCENTER TO CENTER ALONG 12:1 MAX oaaa�ao°°a,^ee a BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 11/2". 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS TYPE B ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. PARALLEL i t r SHOWN DIRECTED<i J R P' AR 7 AT A.N TH PLANS OR AS 7 BYRTHE AENGINEER . THEY ARE TODBESPROVIDED AT INTERSECTIONS WHEREVER AN FAC ACCESSIBLE OUTE WITHIN THE RIGHT EF WAY OF AHIGHWAY EXISTING, CROSSESACURBREGARDLESS OF WHETHER SIDEWALK ISPRIOPOSD, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT 2;1 MAX 11 BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE - 2 - -IIT-I-I HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS 5, MIN \ XX v 1=11 -11=11 -11=11 -II it -11 it - UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL _ -III-III-IIIA_ _ E_ ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED =(ISI h)I - 1_ - s°PosQwasge _11=II- AND USED BY PEDESTRIANS. -111-11 111 11=IIL-Il i os Bo oe, A MIN l I ATX 2" HIGHER THAN 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT EDGE 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 X ,SAME AS TOP OF CURB PERPENDICULAR TO THE CURB. 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK, WHEN THE ENTRANCE RADIICANNOT TYPE C ACCOMMODATF THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK PARALLEL He PERPENDICULAR TRAFFIC, REFER TO STANDARD CG -13, COMMERCIAL ENTRANCE (HEAVY TRUCK TRAFFIC) FOR CONCRETE DEPTH. 10, WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM NJIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), A 4' x 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x 4' LANDING AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOME n 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OFLo CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE 6C �'00 - d WARNING SURFACE SHALL HAVE A. FACTORY RADIUS OR BE FIELD O 0 0 O O O O z- -MODIFIED -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH THE BACK OF CURB. O O O o O O 0 O O O 0 0 0- _e - O O O O o 0 o o o o o 0 o LANDING RAMP v 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N a°vea 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ° e°woaaa°�^•°° ' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �. 50/-652 OF BASE DIAMETER N TOP DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DETECTABLE WARNIN6�-- ---j o AT BACK OF CURB �,_ 0.9" 7.4 VARIABLE FULL ^!10TH OF RAMP FLOOR SEE NOTE 12. _ BA E DIAMETER PAY LIMITS _1 DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL -\VooT CC -12 DETECTABLE WARNING SURFACE SPECIFICATION .. ROAD AND BRIDGE STANDARDS REFERENCE SHEET 1 OF 5 REVISION DATE (GENERAL NOTES) 105 203.05 7/11 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 CG -12 No Scale STEEL CAP 6" DIA. STEEL PIPE ;d.' FILLED WITH CONCRETE AND POWDER COATED 3.5' ;� (COLOR TO BE SELECTED BY OWNER) PAVEMENT PATCH I�III�If=11l�1 .. 11 IIrlII4I�II t A Y y'. I 111-I I1=1I1=111= :x a.. -III-III-III=1 I' 3.5' �. 4 Q 2'-0" DIAMETER 4' 3,000 PSI AIR -ENTRAINED CONC, FOOTING 2" MINIMUM CONCRETE BELOW STEEL PIPE BOLLARD DETAIL No Scale EXIST GRAD METAL INSPECTION FRAME W/ SOLID LID /� (NEENAH R-1975 OR EQUIVALENT) l 3"CONCRETE COLLAR - CRUSHED STONE BEDDING 6" DI CLEANOUT PL UG AT END OF LINE CLEANOUT DETAIL No Scale 101 PENALTY PENALTY $100 -3500 RE $100 -3500 P& TOW AWAY ZONE TOW AWAY ZONE VAN I 6' ABOVE ACCESSIBLE 6' ABOVE FINISHED FINISHED GRADE GRADE SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL BE PLACED ON STEEL POST 1-1/2" 0 PAINTED BLACK SET IN MIN. 2' OF CONCRETE. VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. PARKING SIGNS FOR THE DISABLED o ca e CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND HANDICAP SIGN HANDICAP SIGN LOCATION (VAN) LOCATION OP 3' LEGEND M E ROADS a ® O V a SEWER 0 TRAFFIC STOP BAR CONC CURB AND GUTTER CLASS 3A, > O EXISTING SANITARY SEWER 2% MAX. STORM PIPE & STRUCTURE NO. (f'c=3,000 PSI) CONCRETE Et DROP INLET & STRUCTURE N0. VDOT 6" w WATER CURB SPEC. 4 ° w CURB & GUTTER """"""`"".___w .___--------------------' EXISTING WATER LINE 13" //Q DRY CURB & GUTTER 6" WV PROPOSED WATER LINE t� Z PROPOSED PROPOSED PAVEMENT --0- 6" W PROPOSED VALVE - - - - 7" PAVED DITCH - -I- 6" W� PROPOSED TAPPING SLEEVE a d d d d 4 4 44 JUTE MESH DITCH t�--CTS PROPOSED FIRE HYDRANT (COMPLETE) - COURSE "-.-" CENTERLINE OF DITCH LU Q 4 a4 4 a. Q ° GRADING { BENCH MARK .. >. . CLEARING LIMITS TC =TOP OF CURB BASE COURSE EDGE OF PAVEMENT BC =BACK OF CURB R-1 VDOT STANDARD STOP SIGN EP = EDGE OF PAVEMENT PAVEMENT REPLACEMENT JOINT DETAIL No Scale TW = TOP OF WALL 200 - --- EXISTING CONTOUR BW = BOTTOM OF WALL AT WIDTH OF WALK TS = TOP OF STAIRS 200 PROPOSED CONTOUR BS = BOTTOM OF STAIRS +240.5 EXISTING SPOT ELEVATION N/A = NOT APPLICABLE TO THIS 6" PROJECT f TC 240.5 PROPOSED SPOT ELEVATION COMPACTED 1� PARKING COUNT BASE FROM ADJACENT SUBGRADE PAVEMENT SECTION CG -12 GENERAL NOTES: 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 4' r 2. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE �~ 10;1 MAX RAMP FLOOR BY 2 FOOT IN LENGTH W THE DIRECTION OF PEDESTRIAN 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 \ r. FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OFg'MiN P.ECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 5. REQUIRED BARS ARE TO BE NO.5 X 8" PLACED VCENTER TO CENTER ALONG 12:1 MAX oaaa�ao°°a,^ee a BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 11/2". 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS TYPE B ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. PARALLEL i t r SHOWN DIRECTED<i J R P' AR 7 AT A.N TH PLANS OR AS 7 BYRTHE AENGINEER . THEY ARE TODBESPROVIDED AT INTERSECTIONS WHEREVER AN FAC ACCESSIBLE OUTE WITHIN THE RIGHT EF WAY OF AHIGHWAY EXISTING, CROSSESACURBREGARDLESS OF WHETHER SIDEWALK ISPRIOPOSD, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT 2;1 MAX 11 BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE - 2 - -IIT-I-I HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS 5, MIN \ XX v 1=11 -11=11 -11=11 -II it -11 it - UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL _ -III-III-IIIA_ _ E_ ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED =(ISI h)I - 1_ - s°PosQwasge _11=II- AND USED BY PEDESTRIANS. -111-11 111 11=IIL-Il i os Bo oe, A MIN l I ATX 2" HIGHER THAN 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT EDGE 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 X ,SAME AS TOP OF CURB PERPENDICULAR TO THE CURB. 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK, WHEN THE ENTRANCE RADIICANNOT TYPE C ACCOMMODATF THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK PARALLEL He PERPENDICULAR TRAFFIC, REFER TO STANDARD CG -13, COMMERCIAL ENTRANCE (HEAVY TRUCK TRAFFIC) FOR CONCRETE DEPTH. 10, WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM NJIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), A 4' x 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x 4' LANDING AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOME n 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OFLo CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE 6C �'00 - d WARNING SURFACE SHALL HAVE A. FACTORY RADIUS OR BE FIELD O 0 0 O O O O z- -MODIFIED -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH THE BACK OF CURB. O O O o O O 0 O O O 0 0 0- _e - O O O O o 0 o o o o o 0 o LANDING RAMP v 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N a°vea 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ° e°woaaa°�^•°° ' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �. 50/-652 OF BASE DIAMETER N TOP DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DETECTABLE WARNIN6�-- ---j o AT BACK OF CURB �,_ 0.9" 7.4 VARIABLE FULL ^!10TH OF RAMP FLOOR SEE NOTE 12. _ BA E DIAMETER PAY LIMITS _1 DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL -\VooT CC -12 DETECTABLE WARNING SURFACE SPECIFICATION .. ROAD AND BRIDGE STANDARDS REFERENCE SHEET 1 OF 5 REVISION DATE (GENERAL NOTES) 105 203.05 7/11 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 CG -12 No Scale STEEL CAP 6" DIA. STEEL PIPE ;d.' FILLED WITH CONCRETE AND POWDER COATED 3.5' ;� (COLOR TO BE SELECTED BY OWNER) PAVEMENT PATCH I�III�If=11l�1 .. 11 IIrlII4I�II t A Y y'. I 111-I I1=1I1=111= :x a.. -III-III-III=1 I' 3.5' �. 4 Q 2'-0" DIAMETER 4' 3,000 PSI AIR -ENTRAINED CONC, FOOTING 2" MINIMUM CONCRETE BELOW STEEL PIPE BOLLARD DETAIL No Scale EXIST GRAD METAL INSPECTION FRAME W/ SOLID LID /� (NEENAH R-1975 OR EQUIVALENT) l 3"CONCRETE COLLAR - CRUSHED STONE BEDDING 6" DI CLEANOUT PL UG AT END OF LINE CLEANOUT DETAIL No Scale 101 PENALTY PENALTY $100 -3500 RE $100 -3500 P& TOW AWAY ZONE TOW AWAY ZONE VAN I 6' ABOVE ACCESSIBLE 6' ABOVE FINISHED FINISHED GRADE GRADE SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL BE PLACED ON STEEL POST 1-1/2" 0 PAINTED BLACK SET IN MIN. 2' OF CONCRETE. VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. PARKING SIGNS FOR THE DISABLED o ca e CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND HANDICAP SIGN HANDICAP SIGN LOCATION (VAN) LOCATION OP 3' m 8' 1 5° 1. 8' 8' 1 8' - I- TYPICAL VAN ACCESSIBLE ACCESSIBLE HANDICAP SPACES TYPICAL PARKING SPACE DETAILS No Scalle 2„ 5" 2" R _!� � TOP OF CURB 1" R 3 THE DEPTH OF CURB MAY BE 4' ° A MINIMUM OF 13" AND A ' p MAXIMUM DF 19" '. ' D SURFACE s s p. 16" Da. BASE° D VDOT A-3 CONCRETE 4" MIN, SUBBASE CONTINUE STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB VDOT STANDARD CG -3 No Scale FACE OF CURB 411 PAINTED STRIPE ' 9 I (TYPICAL) REGULAR SPACE 12" MIN 1.5"DIA GALV. (TYP.) RAIL (TYP.)�_ 2'-10„ EXP. (TYP.) 2'-10" JOINT 12" MIN FINISHED (TYP.) 12" GRADE (TYP.) 1/8" WASH 4 . 1/2" R `-- (MAX.) d. FINISHED GRADE EXP. d CONCRETE JOINT "d #3 REBAR (12" O.C.) 1/8' WASH 5" # 57 STONE a �d 8" d „ ° T1n < ° 11-0 9 LAP 2'-22 #5 REBARS BOTTOM CONTINUOUS, " AT SPLICES 3„ NOTES: 1'4" COMPACTED SUBGRADE 1. FINE BROOM FINISH ALL STAIRS. 2. RAIL ON BOTH SIDES OF STEPS (IF NOTED) 3. SEE PLAN FOR RISER HEIGHT EXTERIOR STAIRS No Scale 4" TOP OF CURB , / . R=2" 6„ a \ \ 4 SURFACE ,° d BASE VDOT A-3 CONCRETE CONTINUE 21B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB VDOT STANDARD CG -2 CURB No Scale 2" R TOP OF CURB 2"-5" CONC CURB AND GUTTER CLASS 3A, 1" R (f'c=3,000 PSI) CONCRETE 4" ° a .♦' s a. .s R P r ♦ p' % ♦ 0 ..G a.G : •> ''D ➢ ' °' VDOT 21-A STONE BASE UNDER CURB & GUTTER TO BE 4 MIN. CHECKED BY VDOT PRIOR TO Pv PAVING AND/OR BACKFILLING 6" 7" r 2'-0" COMPACTED SUBGRADE STANDARD CG -7 CURB & GUTTER No Scale WE 4" M E O a ® O V a o PAINTED 0 U CONC CURB AND GUTTER CLASS 3A, > O PER 2% MAX. n (f'c=3,000 PSI) CONCRETE Et MATCH EX. CROSS VDOT 6" w SLOPE UNLESS OTHERWISE COURSE SPEC. 4 ° w m 8' 1 5° 1. 8' 8' 1 8' - I- TYPICAL VAN ACCESSIBLE ACCESSIBLE HANDICAP SPACES TYPICAL PARKING SPACE DETAILS No Scalle 2„ 5" 2" R _!� � TOP OF CURB 1" R 3 THE DEPTH OF CURB MAY BE 4' ° A MINIMUM OF 13" AND A ' p MAXIMUM DF 19" '. ' D SURFACE s s p. 16" Da. BASE° D VDOT A-3 CONCRETE 4" MIN, SUBBASE CONTINUE STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB VDOT STANDARD CG -3 No Scale FACE OF CURB 411 PAINTED STRIPE ' 9 I (TYPICAL) REGULAR SPACE 12" MIN 1.5"DIA GALV. (TYP.) RAIL (TYP.)�_ 2'-10„ EXP. (TYP.) 2'-10" JOINT 12" MIN FINISHED (TYP.) 12" GRADE (TYP.) 1/8" WASH 4 . 1/2" R `-- (MAX.) d. FINISHED GRADE EXP. d CONCRETE JOINT "d #3 REBAR (12" O.C.) 1/8' WASH 5" # 57 STONE a �d 8" d „ ° T1n < ° 11-0 9 LAP 2'-22 #5 REBARS BOTTOM CONTINUOUS, " AT SPLICES 3„ NOTES: 1'4" COMPACTED SUBGRADE 1. FINE BROOM FINISH ALL STAIRS. 2. RAIL ON BOTH SIDES OF STEPS (IF NOTED) 3. SEE PLAN FOR RISER HEIGHT EXTERIOR STAIRS No Scale 4" TOP OF CURB , / . R=2" 6„ a \ \ 4 SURFACE ,° d BASE VDOT A-3 CONCRETE CONTINUE 21B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB VDOT STANDARD CG -2 CURB No Scale 2" R TOP OF CURB 2"-5" CONC CURB AND GUTTER CLASS 3A, 1" R (f'c=3,000 PSI) CONCRETE 4" ° a .♦' s a. .s R P r ♦ p' % ♦ 0 ..G a.G : •> ''D ➢ ' °' VDOT 21-A STONE BASE UNDER CURB & GUTTER TO BE 4 MIN. CHECKED BY VDOT PRIOR TO Pv PAVING AND/OR BACKFILLING 6" 7" r 2'-0" COMPACTED SUBGRADE STANDARD CG -7 CURB & GUTTER No Scale WE VDOT STANDARD CG -6 CURB & GUTTER No Scale cc-+� FER#At5St8LE A CONSTRUCTION J x S DOWELS. 8" LONG .FONT C -C 4•-a' I :1 loll At MAXM Q ! " X B --TRUNCATED DOMES C •sEE ET +c -F 4 FOR DAa- ETs 7 TYPICAL DESIGN 81-01. 4.,.0.. BACK OF CURB -12•1 MAX, 480MAY, 20: 1 -- SECTIQN A A. 1 41 PEE?hAiSSIBLE � �` � 9� r 7� • � •„_ CONSTRUCTION JOINT SECTION B -B 5 sl ktax i NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING, SURFACE. ALTERAT IONS SEE SHEET 1 OF A, A 4' SOUARE LANDING AREA Ol3TSIDE OF i Ij TRAVEL1vAY SHALL J BE PROVIDED WITHIN THE MARKED ( Q I 3 CROSSWALK AREA.-- 3 =a �\ v U CROSSWALK � {� � CROSSWALK TYPICAL PLACEMENT CROSSWALK TYPICAL. PLACEMENT AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK (WITH BUFFER STRIP) THIS OESIGNTE0 8E L5£D FO.CON CONSTRUCTION K HAT INCORPORATES fTES WIDER St 'WALK LAN DWG 148" WIDE) RElOUIRED A" TDP OF CURB RAMP. ?./lpp}A1.1M CURB RAMP LENGTH B f££T FOR N£V/ CONSTRUCIOtV.6 FEET FOR ALTERATIONS. SHEET 2 OF 4 AB CG -12 DETECTABLE WARNING SURFACE REFEaEN[[ j E7 105 TYPE A (PERPENDICULAR) .APPLICATION NEJA 7 05 VIRON;A DEPARTMENT OF TRANSPORTATION 203.05A VDOT STANDARD CG -12A No Scale ° 4 CURB TRANSITION DETAIL 4" M E O a ® O V 4 N SP) U CONC CURB AND GUTTER CLASS 3A, > O x,\ n (f'c=3,000 PSI) CONCRETE Et MATCH EX. CROSS X 6" w SLOPE UNLESS OTHERWISE COURSE X 4 ° w 1"'1 t 13" //Q a a d a a. t� Z PROPOSED X 4 d W 7" ;•oV) SURFACE a d d d d 4 4 44 z 2" + / COURSE EXISTING LU Q 4 a4 4 a. Q ° (n Q MILL EX. SURFACE COURSE SAWCUT EX. BASE COURSE EDGE OF PAVEMENT AGGR. BASE NOTE: PROPOSED PAVEMENT MUST TIE 4" MIN. PAVEMENT REPLACEMENT JOINT DETAIL No Scale °1 R= Y4" CONTROL JOINT SPACED o N AT WIDTH OF WALK 1„ a ,a EXPANSION JOINT AT MAX OF 100', 6" 6" W C) LU COMPACTED CONTINUE 21B STONE BASE FROM ADJACENT SUBGRADE PAVEMENT SECTION UNDER CURB VDOT STANDARD CG -6 CURB & GUTTER No Scale cc-+� FER#At5St8LE A CONSTRUCTION J x S DOWELS. 8" LONG .FONT C -C 4•-a' I :1 loll At MAXM Q ! " X B --TRUNCATED DOMES C •sEE ET +c -F 4 FOR DAa- ETs 7 TYPICAL DESIGN 81-01. 4.,.0.. BACK OF CURB -12•1 MAX, 480MAY, 20: 1 -- SECTIQN A A. 1 41 PEE?hAiSSIBLE � �` � 9� r 7� • � •„_ CONSTRUCTION JOINT SECTION B -B 5 sl ktax i NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING, SURFACE. ALTERAT IONS SEE SHEET 1 OF A, A 4' SOUARE LANDING AREA Ol3TSIDE OF i Ij TRAVEL1vAY SHALL J BE PROVIDED WITHIN THE MARKED ( Q I 3 CROSSWALK AREA.-- 3 =a �\ v U CROSSWALK � {� � CROSSWALK TYPICAL PLACEMENT CROSSWALK TYPICAL. PLACEMENT AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK (WITH BUFFER STRIP) THIS OESIGNTE0 8E L5£D FO.CON CONSTRUCTION K HAT INCORPORATES fTES WIDER St 'WALK LAN DWG 148" WIDE) RElOUIRED A" TDP OF CURB RAMP. ?./lpp}A1.1M CURB RAMP LENGTH B f££T FOR N£V/ CONSTRUCIOtV.6 FEET FOR ALTERATIONS. SHEET 2 OF 4 AB CG -12 DETECTABLE WARNING SURFACE REFEaEN[[ j E7 105 TYPE A (PERPENDICULAR) .APPLICATION NEJA 7 05 VIRON;A DEPARTMENT OF TRANSPORTATION 203.05A VDOT STANDARD CG -12A No Scale ° 4 CURB TRANSITION DETAIL CONC. WALK � a d°e 44 a.. ° 4 ° <.d° -. .qe-° - T� T .Tq o T. T Teo °T° o' o .aT 0 0 0 0 0 0 0 0 0 0 0 a o 0 `- 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 21 B STONE COVER DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. CONCRETE SIDEWALK PAVEMENT SECTION No Scale EXPANSION JOINT WITH PREMOLDED EXPANSION 1/4" SEALANT FILLER, "ZIP STRIP" OR NON -SLIP BROOM FINISH EQUIV., SEAL WITH WWF 6x6 W2.9xW2.9 SILICONE SEALANT 2" ° d 10" 3,000 PSI AIR ENTRAINED PORTLAND CEMENT CONCRETE a o 6" TYPE 21A STONE COVER COMPACTED SUBGRADE CBR 11.2) DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS HEAVY DUTY CONCRETE SECTION No Scale 2.5" BITUMINOUS CONCRETE SURFACE COURSE - SM -9.5A 6" TYPE 21 B AGGREGATE BASE COURSE 71, \/\\/�\\ COMPACTED SUBGRADE DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale 1.5" ASPHALTIC CONCRETE SURFACE COURSE - SM -9.5A 2.5" INTERMEDIATE BASE COURSE - BM25.0 o a o a o 0 8" TYPE 21-B AGGREGATE SUBBASE COURSE 0 0 0 0 0 0 4 \/\\\/�\\/ �� COMPACTED SUBGRADE DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale 57 VDOT STONE 4" PERFORATED UNDERDRAIN PLASTIC EDGING (TYP.) CORRUGATED HDPE PIPE W/FILTER FABRIC WRAP 6" MULCH FINISHED GRADE WEED BARRIER/ ,-1\llli li�ii ;\i�\i\i. POL YPROPYL ENE FABRIC ii\�1�%�✓;\i !. (FASTEN TO THE GROUND) 24" SUBGRADE (SLOPE TOP OF SUBGRADE TOWARDS DRAINAGE TRENCH) EXISTING PAVEMENT PROPOSED PAVEMENT M E O a ® O V N SP) U O > O CO n SAWCUT THROUGH Et MATCH EX. CROSS J U EX.SURFACE w SLOPE UNLESS OTHERWISE COURSE X SPECIFIED ON PLANS w & REMOVE t L CD LLIW PAVEMENT r° ,y' t� Z PROPOSED U co wUj W 2' MIN. ;•oV) SURFACE IZ • z 2" + W COURSE EXISTING LU PAVEMENT Lu LD (n Q MILL EX. SURFACE COURSE SAWCUT EX. BASE COURSE EDGE OF PAVEMENT AGGR. BASE NOTE: PROPOSED PAVEMENT MUST TIE IN WITH EXISTING PAVEMENT PAVEMENT REPLACEMENT JOINT DETAIL No Scale °1 R= Y4" CONTROL JOINT SPACED o N AT WIDTH OF WALK 1„ a ,a EXPANSION JOINT AT MAX OF 100', WITH PREMOLDED EXPANSION FILLER CONC. WALK � a d°e 44 a.. ° 4 ° <.d° -. .qe-° - T� T .Tq o T. T Teo °T° o' o .aT 0 0 0 0 0 0 0 0 0 0 0 a o 0 `- 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 21 B STONE COVER DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. CONCRETE SIDEWALK PAVEMENT SECTION No Scale EXPANSION JOINT WITH PREMOLDED EXPANSION 1/4" SEALANT FILLER, "ZIP STRIP" OR NON -SLIP BROOM FINISH EQUIV., SEAL WITH WWF 6x6 W2.9xW2.9 SILICONE SEALANT 2" ° d 10" 3,000 PSI AIR ENTRAINED PORTLAND CEMENT CONCRETE a o 6" TYPE 21A STONE COVER COMPACTED SUBGRADE CBR 11.2) DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS HEAVY DUTY CONCRETE SECTION No Scale 2.5" BITUMINOUS CONCRETE SURFACE COURSE - SM -9.5A 6" TYPE 21 B AGGREGATE BASE COURSE 71, \/\\/�\\ COMPACTED SUBGRADE DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale 1.5" ASPHALTIC CONCRETE SURFACE COURSE - SM -9.5A 2.5" INTERMEDIATE BASE COURSE - BM25.0 o a o a o 0 8" TYPE 21-B AGGREGATE SUBBASE COURSE 0 0 0 0 0 0 4 \/\\\/�\\/ �� COMPACTED SUBGRADE DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale 57 VDOT STONE 4" PERFORATED UNDERDRAIN PLASTIC EDGING (TYP.) CORRUGATED HDPE PIPE W/FILTER FABRIC WRAP 6" MULCH FINISHED GRADE WEED BARRIER/ ,-1\llli li�ii ;\i�\i\i. POL YPROPYL ENE FABRIC ii\�1�%�✓;\i !. (FASTEN TO THE GROUND) 24" SUBGRADE (SLOPE TOP OF SUBGRADE TOWARDS DRAINAGE TRENCH) R -R -M -M ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, Virginia 23320 (757)622-2828 ng Lic° No. 040, 0485,0:r O M E O a ® O V N SP) U O > O CO LOCNI O 6 E L.I.. r Q z LLI t L CD LLIW 1-- ULLI ry r° ,y' t� Z U V 0 U co wUj W LrIN ;•oV) d IZ • z N W U W 0 O� LU O Lu LD (n Q Q � U _ W O vry r CL °1 o N V) q 00 J W C) LU R -R -M -M ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, Virginia 23320 (757)622-2828 ng Lic° No. 040, 0485,0:r O O C U O m m CO LOCNI L.I.. r Q z LLI t CD LLIW 1-- ULLI ry tU LU Z t� Z U V 0 Q wUj W LIJ t R -R -M -M ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, Virginia 23320 (757)622-2828 ng Lic° No. 040, 0485,0:r O O U O m m U) LOCNI L.I.. r Q z LLI Q CD LLIW 1-- ULLI ry tU LU Z t� Z U V 0 Q LLJ W LIJ 2 d IZ c) ® U R -R -M -M ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, Virginia 23320 (757)622-2828 ng Lic° No. 040, 0485,0:r O O U U) L.I.. Q z LLI Q 5 Z ,J w LLJ > LIJ L O z o 06 W U W 0 O� LU O Lu LD O Q � U C0 Z W O <C r CL SHEET C1 2 E GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIALam Cil O N V N � > O E N E V N 24"IN $2 a" a„ INITIAL BACKFILL ao MIN MIN. MIN. MIN. L m r O U m \ O 6" BEDDING v Co #68 STONE ® M *STABLE SOIL ROCK Z N February 6, 2013 • rr * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL •, U) ACSA GENERAL WATER & SEWER CONDITIONS 0 x ai STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND IE c N THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE �: MUELLER CENTURION (A-423) VILLE THREADS WHICH IS N IE 0 OR APPROVED EQUAL THE LOCAL STANDARD. RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE - FOUNDATION IN POOR SOIL UNDER-CUT CONDITION START OF THE WORK. (V M LENGTH OF BRANCH VARIES CL d 6' MIN 2' TO 10' 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE Albemarle County Engineering o w (270°) Final Plan General Notes PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND iD 11 rp WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR Page 1 oz 4 `''• .VALVE BO 4'MI _ INITIAL BACKFILL *NM"IN. 7 CU. FT. 18" SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND ALBEMARLE COUNTY UNSTABLE a" -8" GRAVE STRUCTURES, AS NECESSARY. FINAL PLAN GENERAL NOTES SOIL MIN. MIN. _ _ #68 STONE �_- O GRANULAR FILL AS 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT _-_- APPROVED BY ACSA10 EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION General Construction Notes Z ��r,.� - SPECIFICATIONS, AS ADOPTED BY THE ACSA. M• I . Prior to any construction within any existing public right-of-way, including connection to F- STABLE SOIL OR ROCIt� STABLE SOIL OR ROCK ° NOTE : 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. any existing road, a permit shall be obtained from the Virginia Department of 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2500 P.S.I. CONCRET ° , �.° Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of BASE AND THRUST ° ° i� °�•° T U 2. NO ROCKS LARGER THAN 6 IN ANY DIMENSION SHALL BE ALLOWED BLOCK AGAINST S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY the permit. here any discrepancies occur the requirements of the permit shall govern. c% ABOVE THE INITIAL BACKFILL. UNDISTURBED STABLE (1-800-552-7001). 2. All materials and construction methods shall conform to current specifications and W 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. SOIL. STEEL PIL standards of VDOT unless otherwise noted. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED 3/4" THREADED RODS TO 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET 3 Erosion and siltation control measures shall be provided in accordance with the approved WHEN THE SOIL IS DISTURBED OR WH MAIN IN ALL INSTALLATIONS. OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF p pp IN THE TRENCH. A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZE erosion control plan and shall be installed prior to any clearing, grading or other THE VALVE TO THE HYDRANT WITH 2-3/4" PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. THREADED RODS IN ADDITION TO POURING OR ASPHALT COATED WATER LINES, ETC. construction. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING CONCRETE. IF NECESSARY, ASTEEL PILE 4. All Slopes and disturbed areas are t0 be fertilized, seeded and mulched. ,� SHALL BE USED AS ADDITIONAL SUPPORT 7, ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE 5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, Ln No Scale OF ROADSIDE DITCHES. lesser slopes of 3:1 or better are to be achieved. NOTE: 6. Paved, rip-rap or stabilization mat lined ditch may be required when in the opinion of the 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE County Engineer, or designee, it is deemed necessary in order to stabilize a drainage 2. MAINTAIN A T MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. channel. W ( INCLUDING DITCHES) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND 7, All traffic control signs shall conform with the Virginia Manual for Uniform Traffic max H VALVE BOX. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. Control Devices. 2 L ® 0 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. L O DIi��L=NSION DIMEIVSiO>'J DIi�1Ei`JS101�1 1 Z/,E ; E SIZE IT IS NOT ALLOWED IN THE DITCH. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO- Unless otherwise noted all concrete pipe shall be reinforced concrete pipe Class Ill. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 9. All excavation for underground pipe installation must comply with OSHA Standards for L a ' LJC HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF p `� ` 3 t REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). the Construction Industry (29 CFR Part 1926), ° < W 2 311 ,; C„ 8 PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. 45- ap 45° 2i L� 3" S' MIN. 10' MIN. 6' ib1li�l. . max 4" 5' P iN. 12' MIN. ;�' I"1jl NOTE: HYDRANT MUST BE Q v PLUG GRFA 1:-ER KENNEDY GUARDIAN (K-81A) EQUIPPED WITH CHARLOTTES- °. F - -f-HAN 4" I'R POSAI_`, WILL BE SUBlviiiTED. v L TYPICAL FIRE HYDRANT ASSEMBLY DETAIL No Scale U ......................................................................................................T ° 1 x4 CAP OVER 6" HASP1 1 U 1 x 6 CAP DOORS ONL Y W WFOR ALL BENDS FOR TEE OR WYE FITTINGS (n Q W G I WIDEN TRENCH TO A SIDE VIEW 4' 6" 1.5' 2.66' 2.66' 2.66' 1.5' ACCOMMODATE �- ® U BOLLARD (TYP.) ANCHOR IF REQUIRED. 12' STRAP m n MI 4 x 4 POST UNLESS CON BEDDING AS / HINGE OTHERWISE NOTED PAD REQUIRED p ON PLAN 2 x 4 RAIL 4' 6 ............................................... ............................................................................................................. ........................... : (TYP.) 6x6POSTS 1x6 - � ":� • H TRIMMER PLUG _ 1 x 6 TRIMMER 1 x 6 B SIDING MIN MIN 3, 0„ T T i ...... ... 1 x 6 SIDING D OR „1I�GE SECTION11 SECTION 2-2 __, ! � � OUTSIDE ELEVATION 12" CANE BOLTS ................/ j RRMM ARCHITECTS IPC F ... ....... ... 1 75 OUTSIDE GATE VIEW PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. PLAN VIEW I..A i E E )R L E_, 6 0 6-0 HohF FOR TOUCH READ 1x6CAP BEND (FEET) CU.YD. Chesapeake, Virginia 23320 u�llTs. 1 x s CAP 1 x4 CAP % X 6 CAP slzE of 1317 Executive Blvd, Suite 200 3 0 NOTE L H ) T L (FEET) T CU.YD. P 9 (757)622-2828 § TOPV EW ADJUST TO HEIGHT 90 2.50 2.50 3.01 0.24 10" OF CASTER WHEELS 4' & 6 f 1E 3 45 2.00 2.25 2.60 0.15 FI ONGATE 22 1/2 1.50 2.00 2.52 0.10 2.00 2.25 2.50 0.15 I L _T r> r I x 6 TRIMMER 11 1/4 1.50 2.00 2.50 0.10_ 1/4" SAG ROD j y t / ..._.. 3" DIAMi 1EF FIAT CONC.. WITH TUR 90 3.66 3.16 3.21 0.48 x ' ( BEARING SURFACE STONE TURNBUCKLE 45 2.66 2.66 2.77 0.26 � �� � � - Ui.C�ERNIL�, i H 8" c : , 22 1/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 ,CRAT I I RSK! LTI HANDLE 2 x 4 CROSS BRACE 6" 11 1/4 1.66 2.16 2.67 0.13 l to. No. 0,402048507 Fww 2 ,, X 3 f 3, 0„ A ,ll u;l ;a__ CONC. 2 x 4 FRAME 90 4.83 3.83 3.42 0.83All I , II�I�i �r -{, , ( `H NOTE ALL LUMBER SHALL 2 x 4 RAILS - 10" & 12" 45 3.33 3.58 2.95 0.43 ?........ 3.83 4.00 2.83 0.52 "' BE PRESSURE TREATED ._ / 2.33 2.58 2.86 0.24 11 1 /4 1.83 2.33 2.84 0.18 TYPICAL METER VAULT 12" 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES E SIZE, DEAD ENDS AND AT VALVES. i�!.T.S. 2. USE 2500 P.S.I. CONCRETE. POSTELEVATION INSIDEELEVATION �, 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. FIG. Vv' - 7A 3 CASTER WHEELS 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF TD - 11 INSIDE GATE VIEW ALL THRUST BLOCKS. WATER METER VAULT TOP DUMPSTER PAD & ENCLOSURE DETAIL CONCRETE THRUST BLOCKS No Scale No Scale No scale 120" o D < WALL SLEEVES W/ BLOCK 18" MIN. e. k d WATERPROOF SEAL PLACE 5' GALVANIZED "WITNESS "POST WITH J PLAN WLUEI�LAN GR C�E CAPPED ENDS PAINTED BLUE IN REMOTE AREAS OP1�/ SHAPE TC? ELEVATION °IPL N GRADE b AS DIRECTED. MARKER LOCATION MAY BE SUBJECT OF MID-POINT OF TO HIGHWAY DEPARTMENT APPROVAL. TEST CONNECTION f LARGEST PIPE. 18" MIN. �% CORED PN EFFLUENT INFLUENT m STRAINER METER ,;° � PIPE 72" MIN. ° SHAPE TO FOR PIPE PIPE FINISHED GRADE CONTOUR ff __ Q�Q 0 ° QB� au�4' IIF PIPE a 112AIN. V-WIN. - 9 As-r"�� 5" MIN-- -►�6 MIN. �- -►� e 6" MIN. 18" MIN. 6" MIN. ' � � c *LAYING LENGTH (MIN) 1 C 3" STANDARD METER=19.25" I i ADJUSTABLE VALVE BOX W/ LID 3" COMPOUND METER=24.25" ' a f 9d 4 < d J jo e•,.:.,. PLAN INFLUENNT z O a` FLAN GR.& n tl 'PQ\N GRADE O INFLUENT C 24" X 36" ALUMINUM ACCESS HATCH jf/� EFFLUENT PIPE OVER METER AND TEST TAP ---� ''/ `mss tl ! PIPE SLOPE TO DRAIN TO INVERT tl ° OF OUTLET PIPE SECTION A-A o STEPS SHALL BE RUBBER COATED a ° STEEL � TEST CONNECTION a c M.J. GATE VALVE Q a� 2" GATEVALVEW PP DIAMETERSWWH N METHOD OF TREATMENT IN DROP INLETS �~r DRESSER 12" / � Z tl 36" Mft COUPLING THREADED CONNECTIONS DIFFERENT SIZES OF 54" MAX. PIPES ARE ENCOUNTERED, W Q METER T 2" BRASS PIPE Z STRAINER 60" MIN d . NOTE: THE EFFLUENT ELEVATION SHOWN AT A MANHOLE I ly- IS ESTABLISHED FROM THE INFLUENT ELEVATION WATER LINE W OF THE MANHOLE IMMEDIATELY DOWNSTREAM. 4 I tl' tl ELEVATIONS SHOWN APPLY AT THE C OF MANHOLES I° e 12" MIN. 15" MIN -m --�6" MIN.I _"*_ NOTES ° `, ° L I I :� H 30" MAX. SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH �+, AND ARE BASED ON THE HORIZONTAL DISTANCE, C I _ I Z BLoeK d 4 . BLOCK THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED � SLOPE TO DRAIN O tl •. ° 4.4 ° 1A ; �..' ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF `� TO INVERT OF TO CLOF M.H. USING PERCENT OF GRADE INDICATED. 06 STRUCTURE. OUTLET PIPE 2500 P.S.I. Q Q ° CONCRETE a 2'x 2' BEARING AREA Ldp C) B MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED � � THRUST BLOCK a m W Vj IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. a. J NOTES: THE INVERT SHAPING AS DETAILED HEREON I5 TO CONSIST OFA Q PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A.3 OR CLASS C'I EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE a a 1. MINIMUM WALL THICKNESS FOR PRECAST OR POUR-IN-PLACE VAULTS SHALL BE 4 UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, O W MINIMUM WALL THICKNESS FOR VAULT CONSTRUCTED OF MASONARY BLOCK SHALL BROKEN CONCRETE OR BROKEN CONCRETE BLOCK, THE SURFACE � j �:•• , a pp SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE OW K J BE 8". OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED, ., ; � � � � Q 2. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED - -� d ° WATERPROOFING COMPOUND DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED "p - � 4 3. PROVIDE A FLOOR DRAIN WITH A 2" DRAIN PIPE RUN TO DAYLIGHT OR INSTALL A INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET v e, a, e v ,. ''� v v v v v U Z SUMP PUMP. IN EITHER CASE THE FLOOR OF THE VAULT SHALL SLOPE TO THE DRAIN CONFIGURATION D FLOW LINES. SECTION _B W OR SUMP. PLAN , ..; NOTE: IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. O < TYPICAL METER VAULT (3" METER) METHOD OF TREATMENT IN MANHOLES �- NTS M T I- O D 0"F H I' I O SPECIFICATION �� NFLOW- STANDARD- FI G. W- 7D ROAD RNID BRIDGE 'STANIDARD s SHEET ERTS A SHEET 3 OF 1 REVISION DATE `°� MANHOEL ET I ° 1� 302 /i /i /i /i /i /i • ..; .., ., y'.'+.:' /i /i /i /i /i /i TD-17 106.08VIRGINIA DEPARTMENT OF TRANSPORTATION �.. ....... . ... . ............ . - PLAN INVERT C 1 3 WATER METER VAULT STANDARD MANHOLE AND INLET SHAPING (FOR ALL MANHOLE & INLET STRUCTURE)STANDARD INVERT DETAILS VALVE TYP GATE VALVE TYP.2 No Scale No Scale No Scale I No Scale 1 n I n I .� 1 � 1 r I n 1 -. 1 n I n 1 � •. I �� 1 � � m 0 0 z 0 < 0 C), C) N C\1 C 0') C, (Y) U) U) z < z U) LLJ< 5 2 Q UJ w q O� z *0-% U C) C:) LU L, Lroom- U-1 - ) 0 b U-1 Z (D Co Z < b C) LU U-1 I < 0� U-1 Q� T- U-1 < U ) r) o (.) RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, Virginia 23320 (757)622-2828 E C a I Of 0 7% CRATGIA� J- Jdc0 No. 0-402048S07 /16 SHEET SCALE V=20' 20' 40' TMP 45C- I -M- I ROBIN J & YUKIE K, MARSHALL i\ C2.0 z 0 < 0 C), U) U) z < z LLJ< 5 2 Q UJ w q O� z *0-% U C) 0 z kJ O 0 (-) z rn C) U-1 < U ) 0 2 0 Lu co -j < LU Q (D z LU 0 Q - SHEET SCALE V=20' 20' 40' TMP 45C- I -M- I ROBIN J & YUKIE K, MARSHALL i\ C2.0 H G m m 1w FOM SCALE V 20' 20' 40' (D T_ z 0 T_ IT C) C) C\j C) 0') (Y) U) U) LO z 0 z LL1 5 < z 0 UJ _j (D W z CD LLI C)LU LU 0 0 LU Z 0 U) Z < y 0 Uj < � LU 0� C) r) r) 0 0 CO RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, Virginia 23320 (757)622-2828 FJ lic. No. 0402OU507 6 %V 111111110IMMIMN C2.1 z 0 0 C) CL U) U) z 0 z LL1 5 < z 0 UJ _j (D W z LLJ > C) 0 z D 0 t r% O (-) z C) LIJ _j � 0 < 2 CO ow < LU C) 0 z LU 0 < ry CL ry 111111110IMMIMN C2.1 i I LIGHT......................... . . ..... ................... ........ .... .......... ... . . . ..... . ... rrvmvic ELEM. J SHE POLE SAW CUT CURB APPRby. REMOVE �W= L OCA T16N OF 4 0- 8" DEC AT NEAREST 14"DE STORM SEWER C I - I WATO�LINE �7-7771 1 W001�51 RETAINER V1 V P JOINT 11111111EI I G F E a I'm FA — "E REMOV"', M w, PLASTIC RETAINER Ioom E 00 am Cl) C) 0 U) E 0 Q� ry Z CD Lu LU ro Z Q b m I -- U 0 U) w > z • Z CN 0 00 z (1) Ci :i • (-) " :3 X co C) 0 U) 0 Z> 0 w Lij 0 XZ3 OJD > < Ln 0)C: LY ) 0 X 0) � CL —0 (14 P CO LU kD i -- I LIGHT......................... . . ..... ................... ........ .... .......... ... . . . ..... . ... rrvmvic ELEM. J SHE POLE SAW CUT CURB APPRby. REMOVE �W= L OCA T16N OF 4 0- 8" DEC AT NEAREST 14"DE STORM SEWER C I - I WATO�LINE �7-7771 1 W001�51 RETAINER V1 V P JOINT 11111111EI I G F E a I'm FA — "E REMOV"', M w, PLASTIC RETAINER Ioom RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, Virginia 23320 (757)622-2828 $'A 401 CV,AJ; G'V-4 LicNo, 0402048,507 00 C) 0 U) ry Z CD Lu LU tU U-1 (D Z Z Q b m 0 cn w > z rY < 0 00 z —j CL � (-) RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, Virginia 23320 (757)622-2828 $'A 401 CV,AJ; G'V-4 LicNo, 0402048,507 STRIPING 36" PINE 0 20' 40' TMP 45C- I -M- I ROBIN J, & YUKIE- K. MARSHALL I 00 U) ry Z W < Z LIJ _j (D ()-' W > z < 0 00 z —j CL � (-) co C) W -j � 0 0 Z> 0 w Lij 0 < Z LY ) 0 3: < � CL w 0 STRIPING 36" PINE 0 20' 40' TMP 45C- I -M- I ROBIN J, & YUKIE- K. MARSHALL I i I X I I I V IV, 6 E co Z 0 ry 0 00 LLI co LU co < 0 z0 QVIhTl uz 04020-1 6SO, I /16 rla-ilr-&l J H G F E D C B A 1 1 2 1 3 1 4 ► 0 1 v I EROSION AND SEDIMENT CONTROL NARRATIVE AS STATED BELOW: FEBRUARY 16TH THROUGH APRIL, ANNUAL RYE 12" GRAVEL FILTER r r MINIMUM STANDARDS: ................................. MAY 1ST THROUGH AUGUST 15TH FOXTAIL MILLET PROJECT DESCRIPTION III, � - ..; IPI /--3e- 6. SEDIMENT BASIN - 3.14 A TEMPORARY BARRIER OR DAM WITH A CONTROLLED STORMWATER RELEASE TO A. NO MORE THAN 500 LINEAR FEET OF MAY BE OPENED AT ONE TIME. THIS PROJECT INCLUDES BUILDING ADDITIONS TO WOODBROOK ELEMENTARY SCHOOL, ADDITIONAL DITOOP, FILTERED WATER =i'::;:: `: � '.- :-......,:` :.::.. .. TABLE 3.31-B PARKING, A NEW BUS AND DROP OFF OUTDOOR LEARNING SPACES AND ASSOCIATED SITE WORK. AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED BY A DISTRICT OR LOCALITY MUST BE CONSISTENT WITH THE FOLLOWING CRITERIA, ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS LIMITS OF CLEARING AND GRADING ARE 7,86 ACRES. TECHNIQUES AND METHODS: "QUICK REFERENCE FOR ALL REGIONS" , t' 7 .OR MS -1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS 6.1. MAINTENANCE OF SEDIMENT BASIN - INSPECT BASIN EMBANKMENT WEEKLY TO ENSURE IT IS BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF-SITE PROPERTY. ADJACENT PROPERTY 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) THESE IMPROVEMENTS ARE BEING MADE WITHIN THE PROPERTY BOUNDARY. THE PROPERTY IS BOUNDED BY THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 30 DAYS, PERMANENT STABILIZATION SHALL BE I : .,... a .: __ RESIDENTIAL PROPERTIES, TO THE SOUTH EAST IS IDLEWOOD DRIVE WITH RESIDENTIAL PROPERTIES ON APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR, SEPT. 1 - FEB. 15 50/50 MIX OF THE OTHER SIDE. MS -2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH ANNUAL RYEGRASS OF CROWNVETCH, INCREASE RATE TO 30 LBS./ACRE. ALL LEGUME SEED SEDIMENT TRAPPING MEASURES, THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION (LOLIUM MULTI-FLORUM) EXISTING SITE CONDITIONS OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. & 50-100 THE SITE IS CURRENTLY THE LOCATION OF WOODBROOK ELEMENTARY SCHOOL. MS -3, A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED, CEREAL (WINTER) RYE GUTTER CURB INLET PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE (SECALE CEREALS) OFF-SITE AREAS ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. r D,qr SOME UTILITY CONNECTIONS WILL REQUIRE OFFSITE CONFECTIONS, 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 II III III \ CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND (LOLIUM MULTI-FLORUM) CRITICAL EROSION AREAS DISTURBANCE TAKES PLACE. 10. DUST CONTROL - 3.39 DUST CONTROL IS TO BE USED THROUGH THE SITE IN AREAS SUBJECT TO WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER, THIS PROVISION SHALL APPLY TO INDIVIDUAL NO CRITICAL EROSION AREA EXIST, MS -5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER MAY 1 - AUG. 31 GERMAN MILLET 50 INSTALLATION. (SETARIA ITALICA) EROSION AND SEDIMENT CONTROL MEASURES MS -6, SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN. TS 3.31 UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL arn PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP I-1111 1111. TO l4 C.t.f .Ac, ') SPECIFICATIONS OF THE CURRENT ADDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES.TEMPORARY Wet storage: SEEDING PLANT MATERIALS HANDBOOK. THE MINIMUM STANDARDS OF THE VESCH SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO --.11-111 475.6' No Scale OR APPROVED BY A VARIANCE BY LOCAL AUTHORITIES HAVING JURISDICTION, THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN, THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 ...11 ... -: ......I 477.0' wet storage provided at this elevation (cy) 268.7 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF TABLE 3.32-D STORMWATER RUNOFF CONSIDERATIONS 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 UNDERGROUND DETENTION PIPES WILL BE USED TO CONTROL OFFSITE RUNOFF, OFFSITE NUTRIENT CREDITS CORRESPOND TO A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED, 468.0'. WILL BE PURCHASED FOR QUALITY. 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 11.11, 3'x110' TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE MINIMUM CARE LAWN STORMWATER RUNOFF CONSIDERATIONS STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. COMMERCIAL OR RESIDENTIAL 175-200 LBS. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED IN ACCORDANCE WITH VESCH AND MS -8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100% THE CONSTRUCTION SEQUENCE` INCLUDING THE INSPECTION OF ALL MEASURES AFTER ALL RAIN EVENTS. PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE, IMPROVED PERENNIAL RYEGRASS 0-5% :: MS -9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED, KENTUCKY BLUEGRASS 0-5% STRUCTURAL PRACTICES: MS -10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER 268.0 1. TEMPORARY CONSTRUCTION ENTRANCE - 3.02 A TEMPORARY CONSTRUCTION ENTRANCE SHALL BE CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. GENERAL SLOPE (3:1 OR LESS) PROVIDED AT THE LOCATION INDICATED ON THE PLANS. IT IS IMPERATIVE THAT THIS MEASURE BE MS -11, BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET KENTUCKY 31 FESCUE 128 LBS. MAINTAINED THROUGHOUT CONSTRUCTION. ITS PURPOSE IS TO REDUCE THE AMOUNT OF MUD PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE RED TOP GRASS 2 LBS. TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. CHANNEL AND RECEIVING CHANNEL, SEASONAL NURSE CROP * 20 LBS. 2. SILT FENCE BARRIER - 3.05 SILT FENCE SEDIMENT BARRIERS SHALL BE INSTALLED DOWNSLOPE OF MS -12, WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL 150 LBS. AREAS WITH MINIMAL GRADES TO FILTER SEDIMENT -LADEN RUNOFF FROM SHEET FLOW AS INDICATED. SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE LOW -MAINTENANCE SLOPE (STEEPER THAN 3:1) ITS PURPOSE IS TO INTERCEPT SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS AND PREVENT MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE KENTUCKY 31 FESCUE 108 LBS. SEDIMENT FROM LEAVING THE SITE. STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS, RED TOP GRASS 2 LBS. 3. STORM DRAIN INLET PROTECTION - 3.07 STONE FILTERS SHALL BE PLACED AT THE INLET OF ALL 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, DRAINAGE STRUCTURES AS INDICATED ON PLANS. ITS PURPOSE IS TO PREVENT SEDIMENT FROM TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED, CROWNVETCH ** 20 LBS. ENTERING THE STORM DRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION, MS -14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE 150 LBS. 4. CULVERT INLET PROTECTION - 3.08 A SEDIMENT FILTER LOCATED AT THE INLET TO A CULVERT TO MET, * USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES S EM RIOR TO PERMANENT STABILIZATION MS -15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. tc {min) PERSPECTIVE VIEW 61-- METAL (T) OR AX. (U) POSTS " .v a� _ • � . - \.,jil FABRIC LINE POST 0 I\ GROUND LINE 1AX. 4CRETE FOOTING COMPACTED SOIL 18" MIN. ni�w -CWD TO HAVE VDOT STANDARD EC -2 MATTING ON UPHILL SIDE FLOW SAF PLASTIC PERSPECTIVE VIEW MEPERSPECTIVE AL CTIIVE VIEW (a) DD CWD I �.Z) 1VIIIN. I 3.09 SAFETY FENCE TEMPORARY DIVERSION DIKE No Scale N.. Scale GRAVEL CURB INLET SEDIMENT FILTER 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ~_^ ALONG THE LINE OF STAKES. _--- __---r_- f I ----I 6' _- /jk��_ �i •� _ i �1pil _ /l FLOW / 4„ ..i I 3. STAPLE FILTER MATERIAL TO STAKES AND 4. BACKFILL AND COMPACT THE EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. PREVENT SEDIMENT FROM ENTERING THE YST P 5. DIVERSION DIKE - 3,09 A TEMPORARY RIDGE OF COMPACTED SOIL TO DIVERT WATER FROM A CERTAIN MS -16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER AS STATED BELOW: FEBRUARY 16TH THROUGH APRIL, ANNUAL RYE 12" GRAVEL FILTER r r AREA. APPLICABLE CRITERIA:RUNOFF ................................. MAY 1ST THROUGH AUGUST 15TH FOXTAIL MILLET WATER WIRE MESH III, � - ..; IPI /--3e- 6. SEDIMENT BASIN - 3.14 A TEMPORARY BARRIER OR DAM WITH A CONTROLLED STORMWATER RELEASE TO A. NO MORE THAN 500 LINEAR FEET OF MAY BE OPENED AT ONE TIME. ............................ AUGUST 16TH THROUGH OCTOBER ANNUAL RYE FILTERED WATER =i'::;:: `: � '.- :-......,:` :.::.. .. r r FLOW c�DETAIN SEDIMENT -LADEN RUNOFF FROM DISTURBED AREAS IN "WET" AND "DRY" STORAGE LONG ENOUGH B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. ............................... NOVEMBER THROUGH FEBRUARY 15TH WINTER RYE - ,' o'; d:: `"C, FOR THE MAJORITY OF SEDIMENT TO SETTLE OUT. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE ........................ , t' 7 .OR - HEET FLOW INSTALLATION 6.1. MAINTENANCE OF SEDIMENT BASIN - INSPECT BASIN EMBANKMENT WEEKLY TO ENSURE IT IS BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF-SITE PROPERTY. ** SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF '``` "'.:.. �: (PERSPECTIVE VIEW) STRUCTURALLY SOUND AND HAS NOT BEEN DAMAGED DURING CONSTRUCTION ACTIVITIES. D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE FARMVILLE, VA (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL I : .,... a .: __ 1...,. _ . W�_.._. ADDITIONALLY THE BASIN SHALL BE CHECKED AFTER EVERY RAINFALL EVENT. ONCE THE SEDIMENT STABILIZATION. OTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED IN LIEU _ ., .o . A FLOW MAX. HAS REACHED THE DESIGNATED CLEANOUT LEVEL IT SHALL BE REMOVED AND PROPERLY DISPOSED OF E, RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS, OF CROWNVETCH, INCREASE RATE TO 30 LBS./ACRE. ALL LEGUME SEED SEDIMENT 1III o:. : A; 1.. A;rA A 8. TEMPORARY SLOPE DRAIN - 3.15 FLEXIBLE TUBING EXTENDING FROM THE TOP TO THE BOTTOM OF A CUT F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH, MS WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE CONCRETE \ // B �\\ _ OR FILL SLOPE TO TEMPORARILY CONDUCT CONCENTRATED STORMWATER SAFELY DOWN THE FACE OF A -17. ADDED TO ANY SLOPE OR LOW -MAINTENANCE MIX DURING WARMER GUTTER CURB INLET 11-11- .111.11111 474.9I 40138: CUT OR FILL SLOP WITHOUT CAUSING EROSION. TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR SEEDING PERIODS; ADD 10-20 LBS./ACRE IN MIXES. 12/// r D,qr 9. OUTLET PROTECTION - 3.18 STRUCTURALLY LINED APRONS PLACED AT THE OUTLETS OF PIPES OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, SEDIMENT SHALL BE X * GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. II III III \ CHANNEL SECTION TO PREVENT SCOUR AND PROTECT THE OUTLETS STRUCTURE. REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET a � u, -,,. 10. DUST CONTROL - 3.39 DUST CONTROL IS TO BE USED THROUGH THE SITE IN AREAS SUBJECT TO WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER, THIS PROVISION SHALL APPLY TO INDIVIDUAL . 477 3200 SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE AT POINTS A SHOULD BE HIGHER THAN POINT B. SURFACE AND AIR MOVEMENT. DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO DRAINAGEWAY INSTALLATION MS -18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION PS 3,32 IP CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND 3.07- 6 (!)F (FRONT ELEVATION) 3.05-2 VEGETATIVE PRACTICES: OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. UNPROTECTED AREAS, 1, TOPSOIL (TEMPORARY STOCKPILE) - 3,30 TOPSOIL SHALL BE STRIPPED FROM AREAS TO BE GRADED TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENT SEEDING MIX FOR PIEDMONT AREA LN� TORMWATER INLET PROTECTION SILT FENCE (W/O WIRE SUPPORT) AND STOCKPILED FOR LATER SPREADING. STOCKPILE LOCATIONS SHALL BE LOCATED ONSITE AND PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. SHALL BE STABILIZED WITH TEMPORARY SILT FENCE AND VEGETATION. MS -19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION No Scale Scale No Scale 2. TEMPORARY SEEDING - 3.31 ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN 30 AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY 70' MIN. 5.1 EXISTING 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE STANDARDS AND CRITERIA LISTED IN SECTION 19 OF VIRGINIA A PAVEMENT 2 X 4" WOOD SILT FENCE DROP INLET PROTECTION DROP INLET WITH TRENCH UPSLOPE ALONG THE LINE OF THE POSTS. DAYS SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING 3 FRAME GRATE POSTS. 1....&._u GRADING OF THOSE AREAS. SELECTION OF THE SEED MIXTURE SHALL DEPEND ON THE TIME OF YEAR IT ADMINISTRATIVE CODE 9VAC25-840-40 MINIMUM STANDARDS, -- -- -� IS APPLIED, FILTER6"'A� MOUNTABLE BERM FRAME � _ "X ... M 3, PERMANENT SEEDING - 3.32 FOLLOWING GRADING ACTIVITIES, ESTABLISH PERENNIAL VEGETATIVE CLOTH (OPTIONAL) 1.5' _tip l �--= i -_ I I COVER BY PLANTING SEED TO REDUCE EROSION, STABILIZE DISTURBED AREAS, AND ENHANCE NATURAL SIDE ELEVATION MAX. `__ _ I � / / I ( / SOILS INFORMATION: EXISTING GROUND I � ► t /' - _ f t`' BEAUTY. 70' MIN. I �� 1 III: =III- 4, SAIL STABILIZATION BLANKETS &MATTING - 3.36 A PROTECTIVE COVERING BLANKET OR SOIL 27C - ELIOAK LOAM, 7 TO 15 PERCENT SLOPES. MORE THAN 80 WASHRACK 1C MIN. I _� - �--IIII�I �. 3' - - 11 - STABILIZATION MAT SHALL BE INSTALLED ON PREPARED PLANTING AREAS OF CHANNELS TO PROTECT INCHES TO RESTRICTIVE FEATURES, WELL DRAINED. HYDROLOGIC _-,.,_-__._B- ,_ OPTIONAL) , .' _ �/ MIN FLOW / =III- - III -III . AND PROMOTE VEGETATION ESTABLISHMENT AND REINFORCE ESTABLISHED TURF, III=III= I-III=III SOIL GROUP: B 1` 1 10 EXISTING ----� GATHER II=III, !II II=III, Ili_ 12' MIN ,IIS€.; I MIN PAVEMENT �ti moi- EXCESS 4" .. AT MANAGEMENT STRATEGIES 27B - ELIOAK LOAM, 2 TO 7 PERCENT SLOPES, MORE THAN 80 ---- I I . -_.,.I I U CORNERS 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE I I GRADING, SEED AND MULCHU- 1, PROVIDE SEDIMENT TRAPPING MEASURES AS A FIRST STEP N G , S INCHES TO RESTRICTIVE FEATURES, WELL DRAINED. HYDROLOGIC VDOT #1 COARSE AGGREGATE B i POSITIVE i T 13' MIN. I THE WIRE FENCE AND. EXTEND IT INTO EXCAVATED SOIL. IMMEDIATELY FOLLOWING INSTALLATION. SOIL GROUP: B DRAINAGE TO .11-- PERSPECTIVE VIEWS THE TRENCH. * MUST EXTEND FULL WIDTH OF STAKE 2. PROVIDE TEMPORARY SEEDING OR OTHER STABILIZATION IMMEDIATELY AFTER GRADING. SEDIMENT I I 3. ISOLATE TRENCHING FOR UTILITIES AND DRAINAGE FROM DOWNSTREAM CONVEYANCES IN ORDER TO INGRESS AND EGRESS OPERATION TRAPPING DEVICE MINIMIZE PERIMETER CONTROLS, 91 -URBAN LAND, 0 TO 25 PERCENT, MORE THAN 10 INCHES TO PLAN VIEW II _u I j FABRIC 4. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED UNTIL THEY ARE NO LONGER DENSIC MATERIAL, HYDROLOGIC SOIL GROUP: D I - 1' - I I �. - - - REQUIRED TO COMPLY WITH THE CONTRACT DOCUMENTS OR STATE LAW, 12' MIN. I1_1 -1111..... __1111...... �. __... 1 __._ ... _ I-,-. __. I 7 II 11111 MIN. - -IIF I 3" MIN. - r� III= III= ...-.. 13" ell- IH � / `�� III ' FLOW � �� Iillll _. 3" MIN. - ILI-III I' r III 1�1= PERMANENT STABILIZATION 34B - GLENELG LOAM, 2 TO 7 PERCENT SLOPES, MORE THAN 80 _ �.i a =III III '' FILTER CLOTH _ � (-I�I_III- L -ill III- NON -PAVED AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC SECTION A -A - =11 III =Ill - ALL IMMEDIATELY FOLLOWING FINISHED GRADING, SEEDING SHALL BE IN ACCORDANCE WITH STD, & SPEC, SOIL GROUP: B DETAIL A 3,32, PERMANENT SEEDING, SEED TYPE SHALL BE AS SPECIFIED FOR "MINIMUM CARE LAWNS" AND 6 7 EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. _.,._,, s ELEVATION OF STAKE AND FABRIC ORIENTATION "GENERAL SLOPES" IN THE HANDBOOK FOR SLOPES LESS THAN 3:1. FOR SLOPES GREATER THAN 3: 1, SEED ' St � t 1 { ,f.,„ { TYPE SHALL BE AS SPECIFIED FOR "LOW MAINTENANCE SLOPES" IN TABLE 3.32-D OF THE HANDBOOK. FOR r SPECIFIC APPLICATION FILTER FABRIC MULCH (STRAW OR FIBER) SHALL BE USED ON ALL SEEDED SURFACES. IN ALL SEEDING OPERATIONS SEED, THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE TI I- _ FERTILIZER AND LIME SHALL BE APPLIED PRIOR TO MULCHING. '- - II __111 WIRE--' REINFORCED CONCRETE DRAIN SPACE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE (i) 3.02 1 I f=1 1 1_ _11-111-1117 SE UENCE OF INSTALLATION SECTION B -B IP TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING 3.07-1 ssF ' 1 I-1 I I=1 III -11I - Q CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. -111-i i i- Jill-, 3.05-1 1. A I (SEE SHEET CTION ME) STONE CONSTRUCTION ENTRANCE STORM DRAIN INLET PROTECTION SILT FENCE (WITH WIRE SUPPORT) 1. APRE- CONSTRUCTION MEETING IS REQUIRED WITH ALBEMARLE COUNTY E&S INSPECTOR, CONTRACTOR, OWNER, AND ENGINEER. THIS MEETING SHALL TAKE PLACE ON-SITE, CLEARING LIMITS MUST BE No Scale No Scale No Scale FLAGGED PRIOR TO THE MEETING WITH ONE (1) WEEK OF NOTICE. 2, INSTALL SILT FENCE BELOW PROPOSED SEDIMENT BASIN CLEAR AND GRADE SEDIMENT BASIN AND INSTALL ASSOCIATED STORM PIPES, 3. INSTALL CLEAN WATER DIVERSION, REMAINING SILT FENCE, REMAINING TREE PROTECTION, DIVERSION DIKES, INLET PROTECTION, CULVERT INLET PROTECTION, 4, AFTER ALL EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, SITE WORK CAN BEGIN, 5. ROUGH GRADE PROJECT AREA. 6. SEED ALL DENUDED AREAS PER VESCH STANDARDS. PHASE II (SEE SHEET C3,3 -C3,4) 1, INSTALL ADDITIONAL INLET PROTECTION WHERE SHOWN ON THE PHASE II EROSION AND SEDIMENT CONTROL PLAN AS THE STORM SYSTEM IS CONSTRUCTED AND BECOMES OPERATIONAL, 2. FINE GRADE PROJECT AREA. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED, 3, ALL STORMWATER PIPING & STRUCTURES, INCLUDING DETENTION FACILITIES SHALL BE INSPECTED FOR SILT/SEDIMENT. IF PRESENT, SILT/SEDIMENT SHALL BE CLEANED OUT FOR THE SYSTEM TO THE SATISFACTION OF THE E&S INSPECTOR. 4. ONCE THE SITE UP HILL FROM THE SEDIMENT BASIN HAS BEEN STABILIZE AND APPROVED BY ESC INSPECTOR REMOVE THE SEDIMENT BASIN, CONVERT THE RISER TO FINAL MANHOLE STRUCTURE AND GRADE AREA TO THE EAST OF THE BUS LOOP AND INSTALL SIDEWALK. 5, APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. SILT FENCE BELOW SEDEMENT BASIN MUST BE MAINTAINED THROUGH GRADING AND CONSTRUCTION. 6. ONCE CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING AREAS ARE STABILIZED, EROSION CONTROL MEASURES CAN BE REMOVED UPON APPROVAL FROM THE E&S INSPECTOR, GENERAL EROSION AND SEDIMENT CONTROL NOTES: ES -1: UNLESS OTHERWISE INDICATED, CONSTRUCT AND MAINTAIN ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. ES -2: THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY WILL MAKE A CONTINUING REVIEW AND EVALUATION OF THE METHODS AND EFFECTIVENESS OF THE EROSION CONTROL PLAN. ES -3: PLACE ALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO OR AS THE FIRST STEP IN CLEARING, GRADING, OR LAND DISTURBANCE. ES -4: MAINTAIN A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN ON THE SITE AT ALL TIMES. ES -5: PRIOR TO COMMENCING LAND -DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFFSITE BORROW OR WASTE AREA), SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE ARCHITECT/ENGINEER AND THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY FOR REVIEW AND ACCEPTANCE. ES -6: PROVIDE ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE RESPONSIBLE LAND DISTURBER. (MODIFIED NOTE) ES -7: ALL DISTURBED AREAS SHALL DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND -DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT. ES -8: DURING DEWATERING OPERATIONS, PUMP WATER INTO AN APPROVED FILTERING DEVICE. ES -9: INSPECT ALL EROSION CONTROL MEASURES DAILY AND AFTER EACH RUNOFF- PRODUCING RAINFALL EVENT. MAKE ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES IMMEDIATELY. Sediment Basin design . IL .. -.1111. ... 1-11, . . 1111 -.. 112WITHOUT MIN. 'I:4Y1 SPILLWAY Ct°ZEST OF E.AiERG"EoeCY { SPILLWAY drainage area (acres) 4 D -SIGN HIGH WATER? � /� basin volumes: _11d (26-Y�. BruRm ELS., >� elevation (ft) contour area (sf) .-11-11.111-1111 ',vlume(cy) ., - o _ 468 325' 5 7- 1111. 1___111_.. yi4N. f_�3°. _ .__.-«. 111 1...,. _ . W�_.._. _ .,.._ 471,3 1930 137.8 #,. ' oN • Ns ER rR�ST 11 472.75�ERM 2730 125.1 M M U1 DME -11111 11-11- .111.11111 474.9I 40138: 268.3 wax n stoRAc �. r D,qr X ... ... 477 320iJ 280.3 F£�' ,. 1 " ..,.,." a � u, -,,. .... . 477 3200 0.0 o N , P)v -. 1111 -1111 .. 1111... 1111.. _ sEarN FYN V POINT .11 (4 WET" 5fC�WA E 12E'WC,ED arn 1 Z 1111... 1111 --- 1111 .... L.I 1. I-1111 1111. TO l4 C.t.f .Ac, ') ,Z1-- Wet storage: 268.0 ... ... ........ ....... design high Water ... 1.111_ --.11-111 475.6' .... 1111..... .... ....... ...111 . _.. ... dewatering orifGce elevation {tt) _.... ... .... 472.8 .. ... ........ 1.111 top of dI'llarn (ft) ...11 ... -: ......I 477.0' wet storage provided at this elevation (cy) 268.7 top width of dam (�} 3.0 1-1I -1111. ......I available volume before cleanout (c-11-111 (33*D11111.1.1-11 _-11111 132.0 bottom of`basin (ft) 468.0'. Iy) -1-111A)', cleanout elevation fff) 471.3 approx. bottom dimensions: I 11.11, 3'x110' distance from cleanout to orifice (ft) (> 1'') 1.41 upstream face slope: .2:1 _.11.... ......11 .. ... .... .._ 1111.. .. 1111.. 1111.... doWnstrearn face slope:I'll 3:1 ... 11 dry storage: :: dry storage required (cy) (FS7*DA)111. 268.0 baffles1111:111 no principle spillway crest (ft) 474 911: 0 ? _ . 1111... length of flood, L (ft) 30 dry Storage provided at this elevation (cy) 283,3 effective width, We (ft) (5 1.111, I.. ... ...: diameter of dewatering orifice (in) ......... ......... 3.0 ... - ... .. .... ... .. L /°vile (baffles required if :- 2) _ .1.......1.11 2.0' diameter of flexible tubing (in) (orifice+2'°) i�.0; -11.1. ..... ._. .collars: .. .. no .. runoff. (see Routing in Calc. book) :. 111..1 depth of water at spillway crest (ft) .. 1111 . 0 .; C fuse 0.45 for sure earth) _ .. 0.45 slope of Upstream face (Z:`l) _. .. _ . 0 tc {min) 10 slope of barrel (Sb (< ..... ......_ ... ..... . ....... l 2yr 4.2 Q 2yr. ... _ ;_.. 7.0 .... ..._ .... .... _.11.11_ ... length of barrel in saturated zone (Ls) ........... 0' l)+i.4 Q �r 9.7 :. r3iriib2r cC31tiS reCjLltreCl Q dimension of collars na.. pr►nciple splllvvay: 1111 a. ailable head (ft) 1.0 emergency spillway: yes diameter user {iii) .... 30 ... bi tam rdth (ft) 10 .... .... . _ -.11v-11 diameter trash rack (in) ... _ ..... .._ 30' ... .. slope of exist channel (ft/ft) ........ 0.11 barrel length (ft) .:. 71, length of exit channel (ft) 2 .... ......... ....... ...... diameter of barrel (in) . ......_ _ 18 rest Of spillway (ft) ' ........ _ .. 475.9 _11 barrel trxk. lri elevation (ft) 1II ... I1II 1II .... 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No. 040204850' , I SHEET w C3.1 I I U) n z < 0 0 7- LL1 z LLJ (D LLJ > 06 0 00 z D z I 0 7; LU 0 <2 Ol 0 (D z LU 0 IL• I SHEET w C3.1 I I G 0 E a C go 0 RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, Virginia 23320 (757)622-2828 Ai Al f-,JcNo. 0-4-02 0-41 �5,07 /16 2�1 EROSION CONTROL LEGEND E cm) 0) 0 1714 U LIMITS OF CLEARING AND GRADING N (Ji < 0 ....... .... - -.1, ..... .... . ..... . ...... ...... DRAINAGE DIVIDE > E SAF SOIL AREA DIVIDE -SAF- SAFETY FENCE 3.01 CE CONSTRUCTION ENTRANCE 3.02 X X SILT FENCE 3.05 SSFXX XX SUPER SILT FENCE 3.05 IP INLET PROTECTION 3.07 CIP ® CULVERT INLET PROTECTION 3.08 ■ 00 00 DIVERSION DIKE 3.09 CWD00 CLEAN WATER DIVERSION 3.09 • SEDIMENT BASIN 3.14 TSD TEMPORARY SLOPE DRAIN 3.15 RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, Virginia 23320 (757)622-2828 Ai Al f-,JcNo. 0-4-02 0-41 �5,07 /16 2�1 IT -- E cm) 0) 0 1714 U N (Ji < 0 0 0 N > E 0 e E L Lo 19 f. 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Z Z < w C) Lu 1( < nrl oa� w rK 00' 0 n o- 0 M 0 RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, Virginia 23320 (757)622-2828 N 7( hr Ir Ar I 'i o 14 0. 0 020 4 8 5 0 7 A 16 SHEET w C3.3 U) z n ry -j 0 Z 0 0 C) U) z < Ui z UJ < LLJ (D Ui U) 016 10 0 -Y z o z f C) LIJ ry 0 0 0 Ui < w C) z i LLJ 0 m CL L -J SHEET w C3.3 I I IM F A 0 Le :3 � 7- M E IO U � U � N � � N O LO ON� z tl � 1 _O � n o r LLI F-- L, 0�/ @ ,-1 � U LU w .� M 00 LL U) LrI • O ® N 0 0 ci U cn Ul Q Q 4 LL Z W� � N W 22 Q > Lrn � W C W > O N 0o z L WU (a -,I- 0 LU 00 J 0 W �r F A 0 Le :3 � 7- LU T- r � t � N 0 O) m LO z tl � 1 �'_ o r LLI F-- L, 0�/ U LU fzn V {n � U LU w Q LL Lu 1 _ O 0_ F A 0 Le :3 � 7- LU T- r � � N 0 O) m LO z � �'_ o r LLI F-- L, 0�/ U LU fzn V {n � U LU w Q LL Lu N< 0J _ O 0_ 0 0 ci RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, Virginia 23320 (757)622-2828 'J1 , Z41l '' Lic— No. 0402048507 1 / 1 4j 0 LU W z W 0 01-00 0 z 0 U cn W Q Z W 22 Q 0 W W W > 06 0o z 0 WU 0 LU 0 0 0 w co Q W F- U (D z Lu O Q Q� CL Q� 0 J H G F E D C B A I �R6' ............ C.O.(TYP) CONNECT TO EXIST SAN.LATERAL CONTRACTOR TO VERIFY INVERT ELEVATION ............... . . . . . . . ......... . . . ........... .. ..... ... . .. .............. ...... . . .. ....... .. . . .......... .... ...... .... ...... ............ ............ ....... . . ............. . .. . ............ . . .. ......... . .......... .... . . . . . . . . ......... .. ........ . . .............. . . ......... ............ ... ... .............. ......... .. ....... . ... .... .. ....... .... .................... . . . . ......................... .......... . . . . . . . ......... ................... . ......... ............. ............ .. ............ X X CONNECT TO EXIST. WL WITH 11.25' BEND x-11.25° BEND 3" WATER METER VAULT 8"X4" TRAV R45' t4 —R21' -INSET C REFER T I 0 T— m. E CJ) 0 C14 Q 1;T CN V1 C: < 0 0 0 0 (N > E T— C) O> Lo Lr) (U 0 z LL1 r> < 2 fo 0 C:) Lu L1.1 0 Fm 00 Z < V) U') 0 Lu C) 0 Z f-4 Cf co C) -j Q Q) M O- >< O 0 < < C) z LU 0 X < � CL > <Lri C CY) 0 rj V) a) 00 —J I 0 T— z T- 1;T 0 0 0 (N 0 C m Co T— C) Lo Lr) z LL1 r> < 2 06 0 C:) Lu L1.1 0 Fm Lu Z Z < ji < 0 Lu CL 0 o UJ co C) -j Q RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, Virginia 23320 (757)622-2828 Jf-a' `il UCFATG -,AT T -ARS iKI JC, 1,40. 0z OAO e* /16 241" SHEET SHEET T z < 0 0 T— C) U) z LL1 r> < 2 06 w( w > z < LIJ—i 0 z CL 0 o UJ co C) -j Q O- O LLJ < < C) z LU 0 < � CL n� 0 SHEET SHEET T i H G F E D C B v 60 Mm SCALE 1"=20' 0 20' 40' TMP 45C- 1-M- I ROBIN J. & YUKIE- K. MARSHALL D& 1963, PG. 720 ii • r CD ■ < > E 0 6 E z At < SU 2i 0 LU Li0 o C) LJJ Z O tY Z ro LLJ > vLn 0 0 z 0 Ln CT) LU C) 6 • Z 0 ui < :4 • X 0 <L 0 ct < C� o :3 aLn 1ELn 0) o OL" -J LU F E D C B v 60 Mm SCALE 1"=20' 0 20' 40' TMP 45C- 1-M- I ROBIN J. & YUKIE- K. MARSHALL D& 1963, PG. 720 ii • r CD ■ ) z At < < 2i 0 LU Li0 U LU L, C) LJJ Z O tY Z Vw LLJ > 067 0 0 z 0 z LU 0 ry 0 ui < F E D C B v 60 Mm SCALE 1"=20' 0 20' 40' TMP 45C- 1-M- I ROBIN J. & YUKIE- K. MARSHALL D& 1963, PG. 720 RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, Virginia 23320 (757)622-2828 If 4%. 71 JPa RSKI� ldc� Nro, 0402048507 A 16 '5 • r CD C) CY) C CY) ) z UJ < < 2i 0 LU Li0 U LU L, C) LJJ Z O tY Z Vw LLJ > 067 0 0 z 0 z LU 0 ry 0 ui < RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, Virginia 23320 (757)622-2828 If 4%. 71 JPa RSKI� ldc� Nro, 0402048507 A 16 '5 SHEET C5.0 • r n < z UJ < < 2i ry LU _j LLJ > 067 0 0 z 0 z LU 0 ry 0 ui < (D z 0 ct < C� Q -U-7 SHEET C5.0 J H G F E D C B SCALE 1"=20' 2'0' 40' RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, Virginia 23320 (757)622-2828 ja 7� mvf'rjv,� JKr,-)'Y,1',RSKT Lic, No, 04f)2048507 16 I 0 r E 0 (m=) (j) 0 fN U NT rj vi C < 0 U) 0 0 > E 0 L L0 0 < F - z U) U) W < z LLJ I (D 0� fu 0 Li LU _I_ - Ln ry z U, Ln 0 (-) C) w Lu < Nz w r10 M 0 LIJ < X 0 0 z (D LU 0 < w CL Iq > Ln < LnC: L Cl 0 (3) coo (,D LU kD F -- RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, Virginia 23320 (757)622-2828 ja 7� mvf'rjv,� JKr,-)'Y,1',RSKT Lic, No, 04f)2048507 16 I 0 r 0 NT U) 0 0 0 (Y) L L0 0 < F - z U) U) W < z LLJ I (D 0� CL 0 Li LU CJ 0 LLJ Z LD ry z C) 0 Lij -V 1-U-1- 0 (-) < w Lu < Q w r10 < 0 LIJ < t r% k.�) RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, Virginia 23320 (757)622-2828 ja 7� mvf'rjv,� JKr,-)'Y,1',RSKT Lic, No, 04f)2048507 16 I 0 r 0 r U) U) 0 < F - z U) W < z LLJ I (D 0� CL UJ Y > >: I--- U) 0 z Z) 0 p r% ki O (-) z U -I Q 0 < 0 LIJ < t r% k.�) 0 z (D LU 0 < w CL SHEET m EXIST 482.4, R R TO C6.0 -INSET B EFE TMP 45C -1 -iii -1 ROBIN J. & YUKIE K MARSHALL DB1963, PG. 7.20 i H G F E 0 m R c9 r T- � M E O O N V r N Vi LO CzO J O r U xr U U) o tw— 1 �j z C� U) m z Q _O m n Q w ry _ "C M U CO w Q r- • ® N 1 z N W M E-" z 00 Sn Q m U J � 0 O2 tY m Q � N Lp > a Ln < F- U c M w O O N 0� CL rrrrl En � et' J UJ c9 r T- � O N r z LO W J O r U xr U U) o tw— 1 �j z C� U) m z Q U q � w Q w ry _ r w Q r- U r c9 r T- � O N 0 O) CY) z LO W J O r U U U) o tw— LU O �j z C� U) m z Q U q � w Q w ry _ r w Q r- U RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, Virginia 23320 (757)622-2828 rd 7( t CF,4 G ".74 J '10i' AR y3 I r LJQ, No, 0402048,507 /16 0 z W J O r LIJ U U) ry >- ryQ n F— W <c LU UJ I W E-" z 00 m U J � 0 O2 tY m Q F- U (D z w O <C 0� CL w 0 0 J 6" C.O. - STA 10+00.00 5 TOP 492.15 INV OUT 488.30 (5-4) H CONNECT TO EXIST. SANITARY LATERAL INV IN=488.50 CONTRACTOR TO VERIFY G F E D C B A 5 wo, 7 4 6" C.O. - STA 10+43.44 C) cn E �uu rnOU �Z O O+ O _j r) _ TOP 492.72 U CD wLL 10 6" C.O. - STA 10+00.00 <rwa- d INV IN 487.48 (5-4) � TOP 492.73 L, r 41 INV OUT 487.28 (4-3) c......_ X-1 EXIST. MH -1 - STA 12+83.28 INV OUT 489.16 10-7 495 U) DROP MH -1 - STA 11+43.33 6" C.O. -STA 10+81.58 ry Q 495 TOP 489.70 O w t �..__ 8 6" C.O. -STA 10+17.89 7 TOP 489.87 3 TOP 490.90 N M 6 6" C,O. - STA 10+04.58 INV IN 479.51 (6 -EX -1) - STA 10+14.35 TOP 489.20 INV IN 487.91 (10-7) INV IN 486.58 (1-3) 2 6" C.O. - STA 11+71.21 TOP 488.87 INV IN 479.51 (7 -EX -1) 7 DROP MH -1 - STA 11+43.33 0.40 INV IN 483.96 (B-8) INV IN 481.95 (8-7) IN 486.58 (4-3) TOP 490.45 INV IN 485.37 (B-6) EXIST TOP 489.16 TOP 489.87 r6'C.O. 87.65 (B-9) INV OUT 483.76 (8-7) INV OUT 481.85 (7-EX-11NV ) INV OUT 485.38 (3-2) INV 484.38 (3-2) INV OUT 485.17 (6 -EX -1) INV OUT 479.31 (8" PVC) INV IN 487.91 (10-7) T 487.45 (9-B) 500 __................_ ........__ .......__.._ _ v .._.. _._.._......._._.�........... 490 OION 500 500 500 INV IN 481.95 (8-7) 500 500 500 i 485485 0o J _..__ W ko �- INV OUT 481.85 (7 -EX -1 EXIST. __...... _.......__. _...... _; _............_ F ....... GRADE- RADE 3 EXIST'; I j t ��N I :PROPOSED i GRADE i _.._....- qD v........_.._..... .495. 495 PROPOSED 495 495 _ _ 495 495 495 495 _. _ _.__........... __.._..._.._. __......_._ EW __.. W GRADE w.._ W W .. _ PROPOS _ .... _...� �.-. -.. QED _ EXIST. PROP SED EXIST. GRADE= CONNECT TQ PROPOSED IGRADE G2ADE GRADE BUILDING INV; GRADE ' , x OUT 486.4 ...:� 8 490 490 _..... ................._...W. _.__ ....W ....... ,,. _...... .. . 4.. 490 490 490 490 490 490 ......_. H ~ GRADE z 10_7 STORM SEV. -� CONNECT TO 62 56, B 9 EIST. (PIPE 125 43.44' OF 4-3 BUILDING �� GRADE ) 4„ p 3g 6„ pV�fi 14.' S' OF 1.8 I V 1 4 INV. 485.46 485 STORM SEW 6 pV __..........._. C OF `'"� 485 @ 2.0 0 __._._. ....... _.._ ...................... __ 485W_,..,,,.____..: ,., ,...,..__ 485 485 0/ 485 485 C 485 3 W. .... _ .�...-.-.. _.._.., ..., W g/ Z3Ip $ 2 v, .......,_.._ ....,._ f....,_............ -v_. .....-.,.5� o W=.. (PIPE...1.09) o @1.84 % OF O w_. I _ 4' pVC B-6 ONNECT 1 , l'O BUILDING 1 8-7 7 @ 2.23 % I 4.58' O F 6, 4" PVC 98'r STORM SEW. IV 486.48 125.44' OF s9" PIP E 213 9-B B-8 6.. PVC(PIPE 213) ) --�_ 0 4' i s0 480 480 @ 2.00 /o , p ,c _..__ 480 �%> _ ,....... 480 480 CONNECT TO EXIST. 480 480 64.94 OF 17:88 OF..._ _... w..._..-.u._W....-.,._.-..............,.__....W...........,.._._... -..._, w. _ --.., 480 @..1:4n 1 ) ...v .0 W.. u 6.""P�iC _ - - . 95, EXIST 8" PVA �o SANITARY LATERAL f PVC OF iNV OUT- 484.1:8 i INV IN 489.16 i @ 1.49% @ 1,51%: pVC CONTRACTOR TO VERIFY 9+50 10+00 11+00 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 CONTRACTOR TO VERIFY 475 4751 1475 1.67% ;CONNECT TO GYM INV OUT 484.23 475 475 __._.. I EXIST. MH -1 - STA 12+83.28 TOP 489.70 INV IN 479.51 (6 -EX -1) INV IN 479.51 (7 -EX -1) INV OUT 479.31 (EXIST. 8" PUG) 2 2 480 475 470 1470 E_ t 4701 1470 I 4701 1470 4701 1470 470 12+00 9+50 10+00 11+00 11+50 9+50 10+00 11+00 11+50 9+50 10+00 11+00 11+50 9+50 10+00 SAN SEWER 6- EX -1 SAN SEWER 10-7 SAN SEWER 9 - BUILDING HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 5uu C) cn E �uu rnOU �Z O O+ O _j r) _ U) U CD wLL <rwa- d 1 �wcn>> � ¢wr L, r 41 ..-.__...........- c......_ ._.._ �0Owco 495 U) Z X r I < ry Q 495 . O w t �..__ 495 • _ . N M �• 02i X 1 EXIST. 0 W Of] Q cn q GRADE 1 v� 490 U Z i 490 � N ry a - PROPOSED o� GRADE Q J <t 490. GRADE ........... __................_ ........__ .......__.._ _ v .._.. _._.._......._._.�........... 490 lum 3,<5' COVER MIN 485485 0o J _..__ W ko �- EXIST. __...... _.......__. _...... _; _............_ F ....... GRADE- RADE t ��N I 485 485 �P Pati . .... ................._._._........ 480 \Q_ ......... 485 4801 1470 1 ! 4701 6" WATERLINE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 son inn 4" WATERLINE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 11+00 12+00 SAN SEWER 8 - EX -1 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 13+00 13+50 I 0 50 PROFILE SCALE C) cn E 0 rnOU �Z Cm) 0 o ovco� U) U � �O +wwi- E <rwa- d 1 �wcn>> � ZXx O W <CIZ �.j � 41 ..-.__...........- c......_ ._.._ �0Owco 495 CD I- U W U 00 ry Q .w495 �UZ . O cn S • Z N M �• 02i X 1 = X 0 W Of] Q cn q wed v� F- U U Z W O PROPOSES Z O � N ry a - > �n GRADE Q J <t 490. _..............__._............__._ ........... __................_ ........__ .......__.._ _ v .._.. _._.._......._._.�........... 490 lum 0o J W ko �- EXIST. 3�.5' COVER MIN GRADE- RADE t ��N I 485 485 Pati . .... ................._._._........ \Q_ ......... 485 480 STORM (PIPE 109) 1' STA 11+29.72 _.............. _............_ ..__...._... ..._........__ .._...,;....__.......................__.......___..__._.. ....._.480 i i j SANITARY (PIPE 7 EX -1) STORM (PIPE 105) STA 11+27.54 475 STA 10+41.04 ; 475 _ -1 O ... J ..._..... O _.._... __._ ....._ ._...... �......._...__ Cv co p Lo Q Lo Z 1 m O �r,w O <( Q N i 470 U)vii 470 4" WATERLINE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 11+00 12+00 SAN SEWER 8 - EX -1 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 13+00 13+50 I 0 50 PROFILE SCALE RRAIM ARCHITECTS, FSC 1317 Executive Blvd, Suite 200 Chesapeake, Virginia 23320 (757)622-2828 r /� a U1. 0402048507 v 16 AY ' c , ry J 0 Ir - cn E 0 Cm) 0 o N (n U 0 LM E O > 1= �1 ?y 41 41 Z i W Q LLJ CD I- U W U 00 ry Q � IW- O cn • Z N M �• 02i = X 0 W Of] Q cn q v� F- U U Z W O � N ry a - > �n <t c Lri N lum 0o J W ko �- RRAIM ARCHITECTS, FSC 1317 Executive Blvd, Suite 200 Chesapeake, Virginia 23320 (757)622-2828 r /� a U1. 0402048507 v 16 AY ' c , ry J 0 Ir - 0 T_ o U 0 LM Z Co W Q LLJ CD I- U W U ry Q � IW- O cn W oW 02i 0 W Of] Q RRAIM ARCHITECTS, FSC 1317 Executive Blvd, Suite 200 Chesapeake, Virginia 23320 (757)622-2828 r /� a U1. 0402048507 v 16 AY ' c , ry J 0 0 U Z Co W Q LLJ W W q ? LL OO oW 02i 0 W Of] Q �-- D F- U U Z W O Q ry a - 0Y SHEET C7.0 L H G F E D C B A 465 46 ME 9+50 10+00 11+00 11+50 9+50 10+00 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 11+00 12+00 13+00 14+00 15+00 16+00 16+50 9+50 10+00 11+00 12+00 13+00 14+00 STR 100 - STR 106 STR 103 - SWM A HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 (0 O d M �O � ; �– N T r C) N (n jO O r (fl0Lr)� m 00'0 rT LL Q M + MCO �– Y r —QO''00 U) a_W GZ Q_ N Q > v O 00 U+�� N � co W U 495 495 �. o O cr 500/1 ZM t co C) Lo - 00 0o00 _ 0� 4n, �F-O> > O x MM W' � Z OrO�Efi� z U U)+ 0 F- w 0 �(nF-Z � 490 "' oMo..�! 3 490 Qr�Z; p+ _ .., q� � I o N o� 0>i> V) n' GRADE r C/)F-Z Z L r� z_ PROPOSED oCf) X 485 GRADE _ 485 r w W p X w W 1 Q _r L11 r Ln + r EXIST. _ r O O r OCD -J r O� N N O r Q r � N :3 = N � r N 'GRADE J= O N ~ �- — Ot.0 o 480 � r N COo O g M C6 O cCD Mp LO LO (O d. 0 O co 480 + d' Orfs Q r �7' Z Z r N pp C� + O 't F- ( 6j (�O M co + O F- -t E > O F_ 0> >> - p m CO r °d" z O Lfl r z O i+(' Q r't Z O I+ 00 �r Iq Q r d' Z Z O U) Z Op rU)F_Z Z Z eOQ�> > rF-Oz z d Q > > �c~n�z z Qn �F-Oz z SWM F?ACILITY A 0 490 C; M) rU?F-_ _ _IU) F- _ 495 LFA- 72" CMP 63.20 OF 475 20.11' O F 6" HDPE? 475 ' 151 8" yD E @2. 11 31-49, ©F 27.13' OF INV. 47.95 2 8"H 1 OP: ' MIN. 12 HDPE " @ 0.60 ?/° 117 @ 6.07% @ 0 2-86% 109 82.14' 149 9 6 85' OF HDPE 4,70„ 19.42' OF OF 2 HD 480 470 @'===0.60% {12" HDPE 1.76% @ 7.36% 465 46 ME 9+50 10+00 11+00 11+50 9+50 10+00 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 11+00 12+00 13+00 14+00 15+00 16+00 16+50 9+50 10+00 11+00 12+00 13+00 14+00 STR 100 - STR 106 STR 103 - SWM A HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 5 I 485 480 I 480 SWM FACILITY A 495 LF - 72" CMP 475._ 475 E EXIST. GRADE 470 -------------- 47.0. 1p1 �21'0j' OF 465_...____..,........_.. __..-_.. ....._.. ._.8._QP ....._-__-.-_ ;..____x_.._.,..,..,...._...465 @231% 460 455 z d M �O � ; r r T r C) N (n jO U r O LL Q 0 Y r IDQ U) a_W GZ LU v O 00 U+�� N N r U+NC° F- W U o . �. Q O cr 500/1 ZM t co C) LL 0o00 _ 0� 4n, �F-O> > O x 0 � Z z U U)+ 0 F- w 0 �(nF-Z � U 0 QLn U� p`tn- > I o N 495 L �C0z r V) n' GRADE d' L r� z_ UJ Lp0 H oCf) X `t w 490 _ Q °! ® r w W p X w W 1 Q _r L11 r Ln + r _ O p_ r _ r O O r OCD -J r O� N N O r Q r � N :3 = N � r N r ~ � .d J= O N ~ �- — Ot.0 o CO 'f U' p ( � r N COo O (II d: � � 00 CO CO V M C6 O cCD Mp LO LO (O d. 0 O co Q UO r' O + d' Orfs Q r �7' Z Z r N pp C� + O 't F- U N _ O 67 D 6j (�O M co + O F- -t (��MN N d M OO 00 CO > O F_ 0> >> - p m CO r °d" z O Lfl r z O i+(' Q r't Z O I+ 00 �r Iq Q r d' Z Z O U) Z Op rU)F_Z Z Z eOQ�> > rF-Oz z d Q > > �c~n�z z Qn �F-Oz z CL — o�0>> > 0 490 C; M) rU?F-_ _ _IU) F- _ rU)�_Z Z Z Fns 5 I 485 480 I 480 SWM FACILITY A 495 LF - 72" CMP 475._ 475 E EXIST. GRADE 470 -------------- 47.0. 1p1 �21'0j' OF 465_...____..,........_.. __..-_.. ....._.. ._.8._QP ....._-__-.-_ ;..____x_.._.,..,..,...._...465 @231% 460 455 9+50 10+00 11+00 11+50 9+50 10+00 SWM A - STR 100 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 11+00 12+00 STR 120 - STR 108 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 15+00 16+00 16+50 13+00 13+50 9+50 10+00 11+00 11+50 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 10 0 50 PROFILE SCALE h d M �O � ; r r T r C) N (n jO U r O LL 9+50 10+00 11+00 11+50 9+50 10+00 SWM A - STR 100 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 11+00 12+00 STR 120 - STR 108 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 15+00 16+00 16+50 13+00 13+50 9+50 10+00 11+00 11+50 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 10 0 50 PROFILE SCALE M E � ; r r T r C) N (n jO U r O LL Q 0 Y r� IDQ U) a_W GZ Q� L I� O 00 U+�� N N r U+NC° F- W FCD(::) 500 . �. O N 500/1 ZM t co C) O �I_0> > �,+ LL _ 0� 4n, �F-O> > O x 0 � Z z U N w 0 �(nF-Z � rC/)F-Z_ _ QLn PROPOSED I o N 495 V) n' GRADE d' 495 00 J UJ Lp0 H 4"WATERLINE 490 _ 490 i ? 115 .. I 48538 W...... 41— , I.'a2E...._.._._. ZZ ..... _.._.. __._ �WW 485 119 8� HDPE 63.20 OF 20.11' O F 6" HDPE? ' @ 1.35% 8" yD E @2. 11 31-49, ©F 2 8"H 1 OP: ' MIN. @ 0.60 ?/° 117 @ 0 2-86% 109 82.14' 480 9 6 85' OF HDPE OF 2 HD 480 @'===0.60% 1.76% _ SAN. SEWER PIPE 7-EX1 475 _ 75 WW v:..,,,......... ...-. _„__---- w , __ �...... __. _, ...... .......... _. _..... I j 470 ; 470 9+50 10+00 11+00 11+50 9+50 10+00 SWM A - STR 100 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 11+00 12+00 STR 120 - STR 108 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 15+00 16+00 16+50 13+00 13+50 9+50 10+00 11+00 11+50 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 10 0 50 PROFILE SCALE RRMM ARCHITECTS, IAC 1317 Executive Blvd, Suite 200 Chesapeake, Virginia 23320 (757)622-2828 17' gj 7/ Ldc� No. 0402048507 /16 v s J 0 M E O ® O � V N T r C) N (n jO U o� LL Q 0 r� z U) a_W GZ Q� L I� W J w W FCD(::) � M (0 LIJZ �. O N ry ZM t co C) W Q �,+ LL • O x 0 � . LL U N w 0 � N � Ln QLn c Cr) o N V) n' d' 00 J UJ Lp0 H RRMM ARCHITECTS, IAC 1317 Executive Blvd, Suite 200 Chesapeake, Virginia 23320 (757)622-2828 17' gj 7/ Ldc� No. 0402048507 /16 v s J 0 0 O T r C) L I I U LL Q 0 r� z U) a_W GZ 0� W J w W FCD(::) C) LOcn LIJZ 00 <C ry t RRMM ARCHITECTS, IAC 1317 Executive Blvd, Suite 200 Chesapeake, Virginia 23320 (757)622-2828 17' gj 7/ Ldc� No. 0402048507 /16 v s J 0 O T r C) L I I U LL 0 z U) a_W GZ 0� W J w W FCD(::) C) LOcn LIJZ 00 <C ry co C) W Q �,+ LL 02 0 O RRMM ARCHITECTS, IAC 1317 Executive Blvd, Suite 200 Chesapeake, Virginia 23320 (757)622-2828 17' gj 7/ Ldc� No. 0402048507 /16 v s J 0 O T r C) L I I U LL 0 z a_W GZ 0� W J w W > LIJZ 00 ry co C) W Q �,+ LL 02 0 W CD J Q U 2 w 0 Q � C� J H G F E D C B A Z z 0 z_ x Q N � > 0 0 Q 0 6 E w `= o < CD M Co 50..._....._ O 0..0.. Wim.., i 0 .......m.. ....... � ............. ., Dov Co �r +0 U)� Q ' to� 00(Ord o LLI I— O m Qo tJ LIJ U w (D<a_ z 000O'�3= oN _ E O I—O> rr�ZO o rn M .ate_' C MU) z w Co Q OI -O U r . _. Q O Q X 00 _� O N M U) D .GRADE Q W O �' N O O N0 X X (h N r W O O `� u r Ui O i' N u(o OO �O N N N It N N NO C M W W iso O N N CO �O N M Z in O O r N {V N N N O MOI{) N N �rr r N O MM S) � O Lo Lr) Or0 0 00 CA ��O ;32.99' OF O �N O ON _Lf7�O COM 00 BOOM QO N N r r r MLoO cY r r N rN01� t� tY r rOi90 d d 0�0 OMin lid d 00 rM�YN -t =M NI --O d OM M ma - rr OI-- h- - +�� ~ 2r0Od Chr k- d _ M + ti d f- `-O N00 OD I` +O°D U) 61 + Nd I- + N� - + O)� + Mr r' OM Z acrd Z N� Z + =OM V =rCO� - 00 O rM -qOMZ =OCO� d' �r�'Z Q Z Z Q �rC1'z Q rG' r"tZ Z �r�f'Z Z r d z Q r d Z Z O Q QZ O Oz O OI -Oz O r f O z O<O Ni~!3O Z Z C\1 U) Z Z Z Cq U)Z Z NI U) Z Z N(no Z Z Co U) - Cl) (n l- - - `� � ~ � F- z z z - - 510 - - — N 510 500 ................500 495 495 505 Z z 0 Q x Q N � > 0 0 > 0 6 E w `= o < CD M Co 50..._....._ O 0..0.. Wim.., i 0 .......m.. ....... � ............. ., Dov Co �r +0 U)� Q ' to� 00(Ord o LLI I— O m r- col � tJ LIJ U w (D<a_ i1 000O'�3= oN _ E O I—O> rr�ZO o rn M .ate_' C MU) z w Co Q OI -O U 500 .._............. .»....................,.,..... ......... . _. Mv��—zaz m _....._, —, — m..__..........,, ,,,.,,... m.r....._._....,,... .................. ry C .PROPOSED EXIST. Q Lri .GRADE C � GRADE 495 O N Ln a a' a CO J 49Q. IS.I ..... 3� 303 ......... ,..,........._ ;32.99' OF 43 OF 01 41 ':6" HDPE 6" HDPE 2'.81' 58.;2' OF 1@ 0.50% @ 0.50% 8" HDPE @(1.50% 9+50 10+00 11+00 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 505 .:1 475 12+00 9+50 10+00 11+00 11+50 9+50 10+00 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 11+00 12+00 SWM B - STR 200 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 13+00 13+50 9+50 10+00 11+00 12+00 STR 214 - SWM B HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 13+00 13+50 10 0 50 PROFILE SCALE RRMM ARCHITECTS, IAC 1317 Executive Blvd, Suite 200 Chesapeake, Virginia 23320 (757)622-2828 j -d-/16 ° T ARM 0 E 0 ® o N x N � > 0 N E E > 0 6 E L0 T- z U - WQ :>: �i =ov n W�Lij J > o LLI I— H W -� O V CO m C Z d tJ LIJ U w Ln i1 w oN _ E z N i o rn M .ate_' C 0: w Co Q LL U z Lu O � N ry C > M ul Q Lri C � O N Ln a a' CO J IS.I RRMM ARCHITECTS, IAC 1317 Executive Blvd, Suite 200 Chesapeake, Virginia 23320 (757)622-2828 j -d-/16 ° T ARM 0 • 0 f x 0 N 0 0 M > LL L0 T- z U a_ WQ :>: Z � W�Lij J > o LLI I— H W -� O {j Z C� cn m C Z d tJ LIJ U w Q 0Y w 0 _ E RRMM ARCHITECTS, IAC 1317 Executive Blvd, Suite 200 Chesapeake, Virginia 23320 (757)622-2828 j -d-/16 ° T ARM 0 0 f � 0 N 0 0 M > LL L0 T- z U a_ WQ :>: Z � W�Lij J > o LLI I— H W -� O {j Z C� cn m C Z d tJ LIJ U w Q 0Y w 0 o a o o U RRMM ARCHITECTS, IAC 1317 Executive Blvd, Suite 200 Chesapeake, Virginia 23320 (757)622-2828 j -d-/16 ° T ARM 0 0 U � > LL L' z a_ WQ :>: Z � W�Lij J > W > ~ W 00 M� W 0 w J LL 0: w Co Q U z Lu O <C ry C ry SHEET C8.1 I 1VW 40L, - ANDREW J, & ERIN C, BERENZ DB. 4476, PG, 359 H m 0 E 1 12 A0\A\\\ 111 49o- 49 0 C 9m (D T— M E ML (, C)) 0 NU C) CY) (Y) < N to0 LO > E 0 < 0 0 > r me (1) 0 U) CD LU L r, LU z LD to ry z fu " ct _r_ m U LO ry V) LO Zz 0� W —j LLJ Z Ui • >< 0 0 0 U) EY (-) 4 L1 p LU O 0 ]EO 0 0 ?>> LLJ < Lfi C) U-1 X C: M 0 O CLN') V) cYM 00 C:) UJ 0 E 1 12 A0\A\\\ 111 49o- 49 0 C 9m (D T— U) C) (N C) CY) (Y) Ui LO 0� < 0 0 LU r (1) < U) CD LU C) LU 0 LU z LD to ry z LLJ ct w ry M 0 Zz 0� W —j LLJ RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, Virginia 23320 (757)622-2828 F IM T 0402048507 16 N"k VAL FEET F."m C8.2 U) Ui 0� < 0 0 LU r (1) < U) z z 0 Zz 0� W —j LLJ (D Ui Ui 0 0 z ::D 0 U) EY (-) - p LU 0 0 0 ?>> LLJ U) C) U-1 0 z 0 < (Y C) FEET F."m C8.2 H m m E m m M m ANDREW J, & ERIN C, BEF?FENZ DF3,4476, PG. 359 TNIP 45C- I -E-41 ANTHONY J. & ANGELA R, GAMBLE DB. 3883, PG, 604 I LU C) N C) CY) CY) < LU 0 0 U) STS U) ■ C) WZ 0 w 9 to Z < Lij < w LU nY T- r) Q r) LLJ LLJ (D LLJ > Lij n' 0 0 z o s. LU -j C) 0 LIJ 0 LLJ ry 0— (D z 0 TNIP 45C- I -E-41 ANTHONY J. & ANGELA R, GAMBLE DB. 3883, PG, 604 I Q0 LU C) N C) CY) CY) < LU 0 0 U) z U) ■ C) WZ 0 w 9 to Z < Lij < w LU nY T- r) Q0 LU C) N C) CY) CY) < LU 0 0 U) z U) C) I - LLI F- C) WZ 0 w 9 to Z < Lij < w LU nY T- r) Q r) LLJ RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, Virginia 23320 (757)622-2828 71 47 A IJ RS K! 111 No, 04,020485f07 16 tom•jJ, FSHEET LU < LU 0 0 z U) ry < C) z r) LU 2i < 2 LLJ LLJ (D LLJ > Lij n' 0 0 z o Co LU -j C) 0 LIJ 0 LLJ ry 0— (D z 0 < Q FSHEET H G m E m m ME F -I'm j & ERIN C. BERENZ ANDREW DB. 4476, PG. 359 KENNETH VVA yNE & pA THJ C;1A L. -1-E 9 TMP 45C PG� 364 A w ........... /4f 4 .......... - - ---- OB, 781, W, & SUSAN 13, WILSON ... . ...... . . .... ...... 170' SHEET FLOW At ROBER7.......... DB. 797, PG, 159w. 4%b T" 1P i ROBIN J, & YUKIE K 114/-�111 DB, 1963, PG, 720 ... ... .... 7- 2) E .. ..... ... TNIP -j-M-4 TMP 45C -.1-M-- 5 45C -HANTSKE & CHARLES B. & SARAH H. JAMES W & BETTIE B, NEBLE ...'FREDERICK H. P till. YN G. HANTSKE PONTON D& 628, PG. 263 4A DB, 447, PG, 5,94 D8. 4716, PG, 87 (o 7- 2) E 0) 0 C14 Q 'IT < 0 0 0 > 0 U-) 0 a) 0 -17 F�� C) C/) < 0 ... Lu F-- Lij --) 0 U cl� z < V) Ln 0) or_ Lu L • Z r-4 0 0 • :3 X w U-) < 0 z LL 0 o C) LIJ QQ)) 10 < Lri 0 LL1 Co 1 < z ui 0 < CL 00 C:) U-1 t'D H -- (o 7- U) 7— 'IT 0 0 0 CCY) C (Y) (Y) Uj 0 0 -17 F�� C) C/) < 0 ... Lu F-- Lij --) 0 b Lu Z LD r -f) z < U LU u-1 < 10 or_ Lu L 0- 0 0 RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, Virginia 23320 (757)622-2828 Lio. -N-o. 4402048507 ii�l/16 rSHEET U) < Uj 0 0 -17 z C) C/) < UJ w 0 z 0 o C) LIJ 10 0 LL1 Co 1 < z ui 0 < CL rSHEET J I I F r - - - - - — z 2 E I I - 1 - I - I - 1 - I I - .. 1 0 U C) 0) (Y) < LO > 0 w > w �U' 0 co < w Z LD 0 m 0 U 00 U) —1 w Lr) <■ w 0 m 0 0 �Ln Ln o� V) LU "0 � r - - - - - — z • I I - 1 - I - I - 1 - I I - .. 1 C) C\1 C) 0) (Y) LO w C/) w co < w Z LD 0 z 0 0 U) —1 w > <■ w RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, Virginia 23320 (757)622-2828 IA 7 A S SK' 16 E C A U, SHEET - -- -- I I - 1 - I - I - 1 - I I - .. 1 C) C\1 C) 0) (Y) LO C/) C) LLJ 10 C) W w Z LD Z b W 10 0 0 < w < Q� Lu 0 m 0 0 RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, Virginia 23320 (757)622-2828 IA 7 A S SK' 16 E C A U, SHEET - -- -- I I - 1 - I - I - 1 - I I - .. 1 J H G I E ED m 9 E o Ctt C) C) 0) (Y) E E 0 < > co T - - 0 LL 1 O 0� InLn LU 0 W Z fn E6 Z < LL Lij LLJ < � LLJ Or- LU LX 0 a- CL LU > (1) �N 0- -0 V2 Ln z D < O o _ r: LIJ ro 0 2E z Uj LIJ < I E ED m 9 RRM-M ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, Virginia 23320 (757)6222828 NYJ H OF NKW,H C 111'f' 14 11/21/16 0 0 T-1 C) CN C) 0) (Y) LL C) LO co T - - 0 LL 1 LU LU 0 W Z fn E6 Z < LL Lij LLJ < � LLJ Or- T- 0 a- CL LU > RRM-M ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, Virginia 23320 (757)6222828 NYJ H OF NKW,H C 111'f' 14 11/21/16 0 0 r C) U) z z W Q < W _j CL LU > LIJ F- 0- 0 z D < O o C) LIJ U) Q 0 2E z 0 LIJ < < —j F- C) (D z LU 0 LL 0 F E C PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME MINIMUM INSTALLED SIZE ROOT ACE OCT 4 ACER RUBRUM 'OCTOBER GLORY' TM RED MAPLE 2" CAL. B&B BET HER 4 BETULA NIGRA'HERITAGE' RIVER BIRCH 2" CAL. B&B JUN VIR 13 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 6' HT B&B NYS SYL 5 NYSSA SYLVATICA 'WILDFIRE' BLACK GUM 2" CAL. B&B QUE BIC 7 QUERCUS BICOLOR SWAMP WHITE OAK 2" CAL. B&B QUE COC 7 QUERCUS COCCINEA SCARLET OAK 2" CAL. B&B QUE PHE 7 QUERCUS PHELLOS WILLOW OAK 2" CAL. B&B QUE SHU 4 QUERCUS SHUMARDiI SHUMARD RED OAK 2" CAL. B&B SHRUBS QTY BOTANICAL NAME COMMON NAME MINIMUM INSTALLED SIZE ROOT THU OCC 41 THUJA OCCIDENTALIS 'LIN ESVILLE' ARBORVITAE 24" HT/SPRD. CONTAINER NOTE: STAKE EVERGREENS 6' OR TALLER, ON SLOPES, WITH LARGE CROWNS, OR IF LOCATED ON WINDY SITES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS NECESSARY (SEE NOTE). DO NOT WRAP TRUNK 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. PRUNE SUCKERS 1:1 SLOPE ON SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING PLACE ROOTBALL ON UNFX(;A\/ATED OR TAMPED SOIL I______________ 3 X ROOTBALL I _ DIAMETER f CONIFEROUS TREE - STAKING SPECIFIED NOT TO SCALE INSTALL SHRUBS SO THAT THE TOP OF THE ROOTBALL IS AT THE SAME GRADE AS ORIGINALLY GROWN OR 1-2" ABOVE IN POOR DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL REMOVE ALL STRING, WIRE, AND BURLAP FROM TOP 3 OF BALL BACKFILL PLANTING PIT WITH NATI]VE SOIL. INCORPORATE SLOIW-RELEASE GRANULAR FERTILIZER SCARIFY BOTTOM AND SIDES OF PIT SHRUB PLANTING NOT TO SCALE __--_-_ _-- -- 3 CONTAINER ALBEMARLE COUNTY LANDSCAPE REQUIREMENTS ORDINANCE REQUIREMENT RATIO CALCULATION REQUIRED QUANTITY EXISTING QUANTITY PROPOSED QUANTITY 32.7.9.5 LANDSCAPING ALONG ONE (1) LARGE STREET TREE PER FIFTY (50) FT 338 FT / 50 = 7 TREES 7 TREES N/A 7 TREES PROVIDE MULCH UP AND OVER STREETS/ STREET FRONTAGE m F- ZLU 6" SAUCER "— REMOVE CONTAINER. S(CARIFY cn STREET TREES W Q 0� W Q_ 32.7.9.6 LANDSCAPING WITHIN 5% OF PAVED PARKING AND VEHICULAR PAVED AREA = 5.01 AC 10,912 SF LANDSCAPING 5 TREES 16,141 SF LANDSCAPING A PARKING LOT CIRCULATION AREA + ONE (1) LARGE OR MEDIUM = 218,236 SF x 0.05 = AREA AREA TREE PER TEN (1) PARKING SPACES 10,912 SF 10 TREES 24 TREES 1 * (101 SPACES / 10) _ • 10 TREES 32.7.9.7 SCREENING -- PLANTING STRIP OPTION: NO LESS THAN TWENTY NIA N/A SCREENING REQUIREMENT SCREENING REQUIREMENT w PARKING AREAS (20) FT. IN DEPTH -- DOUBLED STAGGERED ROW OF l MET WITH EXISTING MET WITH PROPOSED (FROM ADJACENT TREES (15 FT. O.C.) OR SHRUBS (10 FT. O.C.) -- VEGETATION AS NOTED ON VEGETATION AS NOTED ON RESIDENTIAL AREAS) EVERGREEN TREES FOUR (4) HT. / SHRUBS PLAN PLAN EIGHTEEN (18) IN. HT. AS PLANTING 32.7.9.8 TREE CANOPY CANOPY EQUAL TO TWENTY (20) PERCENT OF 7.86 GROSS SITE 28,727 SF CANOPY 11,383 SF 12,998 SF GROSS SITE ACREAGE (LESS PLAYING FIELDS) ACREAGE / 43,560 SF = (24,381 SF TOTAL EXISTING 342,382 - 55,197 = + PROPOSED) 287,274 SF * 0.1 = 28,274 SF CANOPY IVU I t: FAVtU AKtA ANU UNU55 of I t AUNtAUtj Ktl-tK I U AKtAS VVI I HIN I Ht LIIVII 15 UI- U15 I UNbANUI=. PRUNE CODOMINATE LEADERS RUBBER HOSE GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 2"X2" HARDWOOD STAKE 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL IF FIELD GROWN CUTAWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP 3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS i1rare] IVIl8b'�2W_Vdm1:4 BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW-RELEASE GRANULAR FERTILIZER 2-3" MULCH LAYER, MULCH TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNK FLARE 6" SAUCER TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT ►IAu•riz•0n><�RiIa W:F-1190r:tM 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 3 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 :::i21:81mW_U::1►[ell ► cell I� INSTALL TWO OF THE THREE STAR AND GUY WIRES ON THE UPHILL S OF THE TREE. GUYING TO ALLOW 101.6mm (4") S1 ALL DIRECTIONS. STAKE AND GUY BE REMOVED AFTER ONE YEAR 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 POSITION ROOT CROWN 2" ABOVE FINISH GRADE, CUT TWINE, AND ROLL BACK BURLAP 1/3 ORIGINAL GRADE IF FIELD GROWN, CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP 3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW-RELEASE GRANULAR FERTILIZER PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL TREE PLANTING ON A SLOPE WITH GUY WIRES NOT TO SCALE :w 12 GAUGE GALVANIZED WIRE 3-2"x2" HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE. 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 1" COMPOST LAYER PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. AN VIEW ROOT BALL 12 GAUGE GALVANIZED WIRE 3-2"x2" HARDWOOD STAKES NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. TWO-PLY REINFORCED RUBBER HOSE WITH CABLE OR GALV. WIRE AT 120 DEGREE INTERVALS MARK THE NORTH SIDE OF THE TREE IN NURSERY AND ROTATE TREE TO FACE NORTH AT THE SITE 2-3" MULCH LAYER TO EDGE OF DRIPLINE KEEP 4-6" AWAY FROM TRUNKFLARE FIRMLY FORM SAUCER (USE TOPSOIL) ANGLE OF REPOSE VARIES WITH STEEPNESS OF SLOPE AND SOIL TYPE 36" STAKE FLUSH W/ GRADE TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT E IL o V V) No o E ONE > Ig ,-, �Ln V) o �rn N04 = N • • w cn U- v� mLn NCy,0)N �: M J w r REMOVE ALL DEAD, BROKEN, �— DISEASED, AND WEAK BRANCHES AT TIME OF rn m PLANTING 2-3" MULCH LAYER, KEEP AWAY / FROM TRUNK F 1" COMPOST LAYER #t�xx PROVIDE MULCH UP AND OVER ■ SAUCER m F- ZLU 6" SAUCER "— REMOVE CONTAINER. S(CARIFY cn PERIMETER ROOTS ►IAu•riz•0n><�RiIa W:F-1190r:tM 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 3 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 :::i21:81mW_U::1►[ell ► cell I� INSTALL TWO OF THE THREE STAR AND GUY WIRES ON THE UPHILL S OF THE TREE. GUYING TO ALLOW 101.6mm (4") S1 ALL DIRECTIONS. STAKE AND GUY BE REMOVED AFTER ONE YEAR 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 POSITION ROOT CROWN 2" ABOVE FINISH GRADE, CUT TWINE, AND ROLL BACK BURLAP 1/3 ORIGINAL GRADE IF FIELD GROWN, CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP 3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW-RELEASE GRANULAR FERTILIZER PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL TREE PLANTING ON A SLOPE WITH GUY WIRES NOT TO SCALE :w 12 GAUGE GALVANIZED WIRE 3-2"x2" HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE. 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 1" COMPOST LAYER PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. AN VIEW ROOT BALL 12 GAUGE GALVANIZED WIRE 3-2"x2" HARDWOOD STAKES NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. TWO-PLY REINFORCED RUBBER HOSE WITH CABLE OR GALV. WIRE AT 120 DEGREE INTERVALS MARK THE NORTH SIDE OF THE TREE IN NURSERY AND ROTATE TREE TO FACE NORTH AT THE SITE 2-3" MULCH LAYER TO EDGE OF DRIPLINE KEEP 4-6" AWAY FROM TRUNKFLARE FIRMLY FORM SAUCER (USE TOPSOIL) ANGLE OF REPOSE VARIES WITH STEEPNESS OF SLOPE AND SOIL TYPE 36" STAKE FLUSH W/ GRADE TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT E IL o V V) No o E ONE > Ig ,-, �Ln V) o �rn N04 = N • • w cn U- v� mLn NCy,0)N �: M J w r C-0 r o rn m _ L Co CD F u = Li ■ ® Z C7 m F- ZLU U_ 0 rr O cn Q W Q 0� W Q_ _ 0 Q_ 0 0 U C-0 r o rn m _ L Co CD F u = Li H W ® Z C7 m F- ZLU U_ 0 O cn Q W Q 0� W Q_ _ 0 Q_ 0 0 U RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, Virginia 23320 (757)622-2828 �I�111�y� • • m • • w � l �I�111�y� J H G F E D C B A SCALE 1"=20' 20' 40' (.0 E 0 CN G)C) (Y) 0 E 0 frN4 E 0 L W F- C)w w ) 0 Z LD 0 Z < V) a—) < t"o #A 0 ro -F UN Z U I- • —'n • LU (J) 0 � < (3) LL LLJ > —j a_ r'4 U) �o -0 Ln Ln Oo Nc z 0) rj W 'H 4 0 0 G) re) < LLJ (.0 7— 0 C) LO G)C) (Y) T - 0 U) L W F- C)w w ) 0 Z LD 0 Z < LL V C) w < � w e' -F z RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, Virginia 23320 (757)622-2828 �NtJj-j op Gj NK W, HI W�. I 41MI 7 11/21/16 PE AR 0 0 U) z LLI 22 < z UJ I < LLJ > —j a_ O= t r% Oo (-) z CD W F- 0 0 2E w < Z w 0 < � CL w n SHEET SHEET L3.0 i H G F E D C B A 01 ROOK ELEMENTARY 0 30 265 i 1 5.0 12 0,75 x 17 x, 3 4.00 5.00 4.7 t 17 2.0 5-0 SNS130-50-7-pie 30 330 7 11.0 11 10 - 0.75 x 17 X 3 4, 00 15 0 0 1 10. 7 267 6.7 167 3.9 97 SNICS-30-60-7-A-9 3 0 520 7 6,0 12,5 11 13 1 x 36 Y, 4 4,7,15 5. 5 1 9, 0 475 a3,2 330 9.0 225 il� 147 Z1, 62 SNS -35 SG -7 AF3 35 440 7 5.0 11 i2 0�75 Y. 17 x 3 4.00 5 -it), 5.9 ___ - -- - - ---------- --- ----- I x3f3x4 4. 7 13 f 5, 7 5 1 1 2� It 310 7.6 4.2 05 SNS -36 -60 -7 -AB 35 5-10 6 01 !2 6 11 -13 SNS -39- 60.7 -B -0 6.6 12 5 4.7515,751 7,2 180 75 ou ad o� .... . ...... Tl so p be she, I I lue. or . n Is eascA, to . al see I gri on Ioneannad fintana teoOd" r ai I ciod a, 0. 11 N6, or 7, od a . a a, to 1 7e3' I Eash se, U on ohedi at, falbrosarted honn high sr"a"Idn' I.- ali.y laina'a eoln.rooirling L. ASI'M A500 Cilood, 8, -ina lininialmull Yield -t1-1Oq1 of 46,000 poi, Each ")"I- vdu nva'. ar pf;r:cr,;iyC, ongundinal vve:'u and svill I'. inquar", IF i on oese-oa,curan. Ease pro,", to 36 Thsa aso, plaelne I., f.bric.off,ed Parini ar abrulou-I qualliny hot Isalled cra,lbert visaal phres, claft norea!s cor or;.sroFvASTAoA-, , win, at Indilirraurn yrodd `)f "t"' 9th of 36,0001 p.L T be c-ev, Phalle el.,ocalope tne, Risks, -it-ft and Is chroutinberer ioad weided top and beittern, f be bars(O Diablo has alone". 11.)t bodes bDto�i n -d bras frarr- or fI*i�i al- screening n.rdlar-tv is incii-sisd vvuh oash head hole assembly, Ad-und ling ill be ev,alct enne, ran the ha th. mroids- of the D.I. Pipoosit. In. h,ind holls, depending con the dOasi9c, Arr"i"al Betts nannou viod: ca stity hea I tied -mb.,i stool bor I -sit msoaa I x ... d. ninuorcuris yield strength Or Anton. , borps at. fauatioated noun, . -.F 55,0001 real. AhFor Iib. en. erzfed accoording to ealm, pole iossor, and For A, fun roaher, wuh 2 g-arverupsed 1 ;el heX Caleard and 2 piadva- 11 led Troy vrars; het le. Anct see units a ria nif af4: on the thist end In te-C-dance vvm+;A8TNfiA-'153, Art,ih., brans vot chip wilt; urle popear Fardess S, so� 'n too P.le Top POLE TO BE DEW LFD FOR QNF REACnN VIPFR "DIM1,511 rarcsn top, (.mos, lnsaa�, veriodulet Each pone -ill be sid av-dr-, 1 -1 -th st rea.m.,ciboa Dole cotp - tivive ar 2-3f (o [,F. x I "IforJunsa At I Is,.] I I Is nor: 1 b ra. . F I I,. Ink - -s, t q u a I I ty, a it d pfol�irna, o of bv Ann e rice, n We fill I n 9 Sec I rotY cert fied .. sidoe" ."F)f ing ur, find icae.t irauca' -)be or 11-1. A111.11-11 WK 3 ' contrary ef TO MATCH BEACON STANDARD FINISHES ran.orating brackets artolp:odponons, or. al incirshed ovid, In 1.1-fing of then, Fell 0-corohnfal pansel, factory ra.'rued, po-dc, "carstaid Al I Tpenva, -1-M A 15�A. Entsoror amisri coann- d or et dip gaivasneeari; te ASTAA A. 123� nlns�silotrt ... al I geurvanosed '.AS gis are ava nUendo,,alre va,;;; be ay re, br. facte "o -1-11a; ellt.v�t"',r, .1e t-.� ��;3qrar. r1to',re lo, Anotior Bolt-, BoIt Circle X ................. Projection Width Q- J HoleS ------ tocios sincoblea too o4 itsiorahoulic 'ition'-Aiort, Nh� ------------ e. mrty'-nualoet" dartiopai fautgual, Oofaooah� d ls�l'_)ry for e clauffais"'. ene"ico, nForl cran. I "IF 31, 9�L��e —Deta v;;earition, Phonil (8136) 474-7200 a, Fax� (817) 924-7049 14 Submitted Id Liqhtinq Vlrqinia- ntred 3K (3MOOM0 nomi all CRIII ......... ........... 1._- . ......... Catalog N _fJob Nam SoL's, I'M. VPL/64NB LIGHTING.: WOODBROOK ELEMENTARY 4K _mmial LPW 11 5=2 7103 VIRGINIA Back, V0, (300% LUMENS 13534 nominal, LPWI 99 70 CRI a U 2 0 it - AD U�ricm, ArIn 1 3/s, ry Pot' 2.3,6'AdIF,sorro K(turalo 104 --------- ------------- -�! 1�4 -- ------------------------ 0 1 3 1 VIPER L Cat.4 2 Wd VM3 FIr",kel 0 3 12133 Job 3 0 Typo -li- 1 14137 SERIES 3 3 13996 ____F 3 102 3 0 3 12017 88 3 FNHANOED LARGE VIPER LUPAINAIRE 3 T4 15511 113 SPECIFICATIONS 0 �]4 15356 Intended Use: Controls/Options: TI -le Beacon Vilpei rininafre a avaibble in two Avripihiewit.h. --,I i opronall pa&�ivp nfi'rorcl sUeos wdh a wido &Jce of different LED IP/affoge riciov" cencor caforocl,� ")! drvrli�,, into configmantions and oratical distributions desigried nartion 360- arou;id ple lui-i1r: aia, o"'her, to replace HID lightin9up to I 000W MH or LPS. ro mere rre� e colictsi fir; 1 le �pa;:�IF sal tt-, Is. Limnares are Silharks forwent locations. nor MspM Respr"nse rvll,Cs� Ili 0 Vrnlra, " facr'.1r,,, prosia cvcl� tedim, ,g T:_c rje 7 Construction: <01 Io�T: . accor(Irttv, IvVn;onmolaarl, i-� Ore per optical cartridge system consisting Is I talei k,,i Ili. PT -l' �errs�f, :vre ult:rnllur of an LED engine. LED lamps. clerics, gasket eFurrs to fiur ivilat op, r a - S,J, fiJ igntol . , and rcallilesS silsel basal, R's3atf vco: d;c:1 Bets -,.,,n talocui t � of proicc t Ckartfidge is held togettlerwith ute; nal drass 112 standoffs. soldcrosd to the, dearcl ree that it car AvansbI` astir, EnfeDt nt ktr c pITnOJ!oaT I'l 4 0 2 13067 95 J;i ir,aulol, �n veo dionn, Fej "'I s1rithe def"', r -r . Ivsa piece sli,�one and nooro-ceflulae Timed orit infg L�a�lcd or, rouns Fit coverall, in polyurefliane foanli gasket ensures a cr U, le if rituht ise- pl� sea: around each individual LED. T2 117 Also available Ovith Eneacconnect Wireless 0 2 Central Svs1eun (see Beaconnect product LED/Optics: frage for more details ,v,,e rx-, f_,��v, rc�ic,' LEF) driver accepts 1 0QV' Through 27 `V 50 Hz 17447 to) DO Lo IUNV�, or adriver that accepts 347V 2 0 or A80V nput. T2 Power [actor is .92 at full card, Installation: All eiecirpoi conirkanivits are rated at 50�000 MOLIahlag options for horizomal arm, vertical hours at hdI load and 25�C ambient concutione tornon or Uachronal amn arks infing available. perl'AlL 217F Nolice ?. Meaning handwato Included. Dimming drivers are standard vvtotli o F3 18513 connections for external ohmnirig nolulismoana Phenol avulabb, upon rocrood. 'cole V uryesbF, posvcal-cc,�Itertn Per, -circ Component-to-crodmisonem wiringvitininihe starIra.l,,! ioetiiIan a: I that I raocuuo 1-orninalre fnay carry no more Than 80%, of Dcacot'a "'r Inisr, "!Iis�silsol a five ra�lrge I Pled oad and is isted by LIL to, use at ptstnrom%erh teptin- I "'in' 'A oc:"nse: FiNiCr 600VAC at 51,"C or higher, se -are! arld Too ;�,oiurfA %vilin o� it I disconnects ars ised to, UL b)i use smpsr TC)IO p"voshei p,1.tdCF ct a� 000',pAG, -. 3A or higher. 13A rating in;,lh. al�pics to primary rAC'i side orly tsri moreo�ri I re AAlr,iA 60,12 2 2 varasclf�cortron Electrical: _r: conbing a �F 00 la:.Ilur cet iceit ro: 0 4 20733 _Iauce' ann C:cSI5 _rs(13arng il COrrorl"ri rs�a� -ia:i All Roure derfincal cumpartarocit 31 . coctain L, :F3 M ad 1 relaou per AS I M D�.; �`a ,�rna I a.aPrs ED dri ver connponents and shall he provided surface rara�ills or Flu I, 16C, och-ot i . rmiral bid, MITI a push-bution iry _,lk for AC 0 3 20088 power connections. 4 0 Ambient oleccaung larripetature -40�C to 40�C Listings: Opr Ronal 7 -pin ANS! C 136.41-2-013 brisi-tock C Dor��Fu�Ligr�lt� Cnsoii.hu:n !,DL i 'Tiarfiad, photo control CO?aDafibla r,r-InSult DI -C foriru,00 details: hlic.,.� sAlh ANSI C136.41 exterrial e.minsscorhfol 'ov""'i a' .�Iht ocg'QP: devices. Jsl.�d tu, r):.11`19p, alid I-ISZ\4�,�'2,2,fl_,,�I)_' Surguproutection - 2iXA;ShusoffaterdoflRc �,' let ocatlon, ahid 40,-C Lffesnpud 11" CrFuut - protests uplu fam froln call"',ar; teulipe:aluros excessive let fliceriploure, The derece, rated nor /-,�,,Sl C !S6,31 irg:, -iihibr:1ricat aiadl aurnome at aspciffic, factury-perset itopication 3 temperature, and ,,,regressively reduce po',se, IDA xfclg�cvcd over a firate Temperature range. A Jur,'ingre _105 97 3 0 4 19609 83 equipacd with the desire [a toy LR reliably 0 — operated In any arrublerit temperature up to Warranty: 55"G (1 3V�). 00eratir)r` shall be smourri Five year irrtedvvairanty� (fornniar; information said undetectclae to che ed,up, T[hapiall circuit fa avao; designed to dil on'. ailomig the, Ltrinarc 0 to evert to full ponaver In the event of _____L3 . . . . . T4 24360 an nutsoupsonofils power suppi�� or faulty 3 e/oinq connochon to IS is drovers. Fric device 102 3 5 20632 88 shell be able to co-existvvith ohrov, 0-1 OV 4 conthri dev'ces tocculpancysensDrs, external _O_ 9-8- din -,niers, etc.). - - 0 -2-r 22905 Approvals PRODUCT IMAGES) rs.. I ts�s rectangular arm decorative arm DIMENSIONS A -------------- Front A B 0 Weight: EPA 29.12" 24.191 14�25" 4.13 25.0 lbs 1.0 ff (704 man (614 rnrn� (362mm) (105mm) (11.3 kg) MOUNTING OPTIONS 3K (3MOOM0 nomi all CRIII ......... ........... 1._- . ......... DRILL PATTERN DISTRIBUTION TYPE FR/T1 S,ca, V- �ArkoRrlr,,Sn1arr, SoL's, I'M. ACC2fuis 2 a/3' COC U G 0 1 1 --------------- ---- r,", rf��n 4 4K _mmial LPW 11 5=2 7103 S�� 2 '1118 OR o:�in Diu., Back, V0, (300% LUMENS 13534 nominal, LPWI 99 70 CRI a U 2 0 it - AD U�ricm, ArIn 1 3/s, ry Pot' 2.3,6'AdIF,sorro K(turalo 104 --------- ------------- -�! 1�4 -- ------------------------ 0 1 3 1 �1211 2 2 Wd VM3 FIr",kel 0 3 5 1/2' CERTIFICATIONS&STINGS fo . ............... C U S �3000K Clo ry Beacon Products - 2041 58th Avenue Circle East Bradenton, FIL 34203 Phone: 800-345-4928 HUBBELL Lighting Due t our continued efforts to Improve our products, product specifications are subject to changevvithout Fort e, a D2016 BEACON PRODUCTS, AU Rights Reserved -mboadontreoductillocurn hinovdinUCA SPEC6116 mitted by Lighting Virginia- entral Cat I N b a 0 um e1i Type: J ob Name: VPL/64NB-135/4K/T,3/"�U.NWRAIXX LIGHTING WOODBROOK ELEMENTARY V, Aj VIRGINIA: 4yyprsio�, LV CENTRAL61 6 21 CaL# VIPER L Job Type SERIES Approvals ENHANCED LARGE VIPER LUMINAIRE SPECIFICATIONS PRODUCT IMAGE(S) Intended Use: Controls/Options: 'The Beacon Vdiser unirraire IS avostabic, in revs nQin art olslosr-alfasr',t; infraoi; ves, with av,,icecnoice of diffeent LED VVanarge I`Irti netir; �: I � a nScr- ca�,:rN, -1 opTical distributions designed losesse, . ...... 52 s, coo ifigraratlois an, to replace, HIT) jgl firIg up to 1 U00W MH or HIPS, nor nonrin;a datislrfa to.' IFF1 apac[fierd olma, Ina Lininalres arc suitable lot ivist locations, I'lospons"sy6teTT: I'l rectangular arm Vi3lieg", To cle,-il O -i- rodudacr, Ine Construction: ronc [sr,,C:. vo, erdiiiigi". "Al:Iann-otion ; um;nairc One piece optical carmidge systern consisting roluaris on full VVcicge and hJ: hur t cup'll of Lin LED engirp� I ED a-luds: optica. gaekct TO a o'y from Skuprat'n -oi�r sr(�n and tainfless steel beyeI. Ir Cletidge is hold Together with internal prass - A,,,halbsy rvi.lo Erf�r.uon: �Or oplIoral set standoffs soldered to the board so that I! san -roningvds, rumele �ielay. be told replaced as a one piece orrical systern tlanedJj: To/o red nitcro Dt"'aci dilrinng tm;z�dn lrcoja. of oper;till"', decorative arm -pace Silicone a -celuirr rrra of:iigirl: isee poiyuperraine room gasket or, ures a o vveather-proofseal amund each Individual LED. Also avalakd� with Beaconriect Wirdess LED/Optics; Contr I System see, Eleaconnect partedic, at page for moredetahs DIMENSIONS LED driver ancpts 1 001a,"hin, ign g 7 Tv, 50 1 Is, to ISO Hz (UNV), or a driver thritarcepos 347V or 480vonorld. rj I Power foe�trrr is.92 at full lead. Installation: ---- All pinch Ica: components are rated at 50,000 FAcuntingoptionsfOr h0rVisicii arffl. veatirsal i - ------ hours at hall cadand 25'0 arnbierm: concppom Toren or traditional strip mounting available. v__: Mcun Rig hardware included. par bhL- 217F Notice, 2, Dirrityling droiao are dtyrnd@rdvj;,,n c nnections for Aderna� dionihning laquItiniont Finish: c f V po!y;� evsTable upon reques DislCon I... povio. virr) - ------ ------- nre S[aI!ca:oVaooil 3nd -I luininare flary copy no more tran 30';rr of '3cacore V firiech ccn,�:slrf t)T C. fif"? cTs"'a'. ight: EPA t ated Joach and 13 isted by UL I Prot A B 1) We Use a, ceali-r;ent togriiLr, rirc a roiyme; pr4ne, - -- — - - -------------- - - 61101,CIC at 50'G or h1gberL ko�rllel- and a ploffreStor 29.12" 24.19" 14.25" 4.13" 25.0 ling 1.0 tt, Plug cfsconiiects are. listed byUl-for, se super IGTK� il-clyess, povidle -'res, (704mm) (614mirri, (362mm) (105mm) (11,3 kg) at 600 VAC, 1 SA or IrIgi ier, I':fA i filing fl., list I, applies to pnmary (ACJ side only 1-iie r4roy�. nleats Die AAMA c0,5 2 MOUNTING OPTIONS pe"'o; r-Dence specificatol I var�,cu, uclides Electrical: P a ", I; r -ac 3C,0,0 hc-F saii s�rsay or'sT fcf cerFssor t, FixturesiFs.fifal compartment slrae� contain alt uno; oo;lF, pa AS I -N! E1522 an;: rc siso, �Soc, 1/,so, 1 ED driver corirticnent's and diar be provided' 3urrace un;)aciser rap to 16,Fl, nch-,aos�udal PA R�ntsngdal Not %Vnh a push-button terminal block for AG poliver Connections, Ambient ofao;Olthrep temperature -10'C to 4C"C Listings: AocoAO 2 ab'H) Optional 7 -pin ANSI (3136.A, 1 3 bviont-lock. _I1FignL,Crod clualiJo-d" ourori.rarr 4'Le in phota, control folceptadeavailablo. Compatible vcusul: DLC; vAbolis- lr)rmor,� dvhaiis� ihipi,"' sloo V�,,, 1 Anck tin _F� DO Sir, Filter L esav vdth ANSI C 136.41 external mrstess, c:)nhol 0 - devices, Listed to ULI-59,3 aud CS,`,22,��'a250.0 1,0 -Surge protection - 20KA: Shulsoffateridot 24 lo; ivet L)oalitar�s and au"C LIR si F� a anildj,'�ul Is`ti�pTFalLrs excissorke loorpeoature. The device - 3G totoo ;cr I shall 3-o%tivate at a specific. factory-poeses appocr ti.,arp� ,,n ka,,raF,e,1r[r, I laorriperature, and larogreasIvely reduce power ovefafintetelirriepiameniqge Aluminodre equipped weh the, dFAvIce Ina ' v be � clialdiar Warranty; opera�pd in any amoient Temperature up to 55F�C � 13 1 r F). Operator, sicall be smooth Five,� year InTited warrarify (for more, information sw and undetectable tc t he Cape. Thoo? mal ad, c try is designed to "fail on", allowing flie urntriale; to revarr to full power in the event of PK2 2-ui;�F' Aljrsmrkt� Knkle y - -------- -- �31 I/4� - --------- - or:ring cofFirrsdon to The drivers.The devi a shvil be orbIe to uo-eAst *hh other 0- hTv` control cornices �occclparicy sensors, external dimai v at V11111 VVIIJ CERTIFICATIONS/LISTINGS lar, a C U S '300OK set —enar CCTS 1.111, - - ------------ ------- - .... .... ... ....... Beacon Products - 2041 58th Avenue Circle East Bradenton, FL 34203 - Phone: 800-345-4928 HUBBELL Due to our continued efforts to improve our products, product Specifications are subject to change sIrthoUt notice. U_ Lighting (1 201 6 BEACON PRODUCT S, Ali Rights poraeod more infinmigar viFi: ororsebsiao: w,I.Sticheaclaorrodualso.cluto Pointed 2 USA SPEC 6/16 UL Try Submitted by Liqhtinq Virginia -Central Catalo N Mberk,. ,,Alle, V PL164 N B� I 3514K/T21.0 NWRAAXi��ii� Job Name: G: V 7, LIGHTIN WOODBROOK ELEMENTARY VI R G I N I A C VIPER L SERIES Job Type Approvals ENHANCED LARGE VIPER LUMNAIRE SPECIFICATIONS PRODUCT IMAGE(S) Intended Use; Controls/Options: The Beacon Vice, unnnare a available In hoo oewell-ble''r,"I Sri �a)l:C[ou: P33.slll hhracto oice or different LED Wattage ssisor riapiatuts r1el, Gi7eswith Divide 0 1 crurfiguatiork and cortical distributions designed vow, MIMI A n 16 to mislacte HID lighting up to 1 1,00V`1 MIT of Lumn-roaros are suirriLso for',vet locations. the Motion Fiesp:)r syshem. recinces role recitarigular arm a 'no ge To) fachnI oreief Icv"i. IE J;�rdng rchf evel a'-Ccrdirli: rr" r"l, is Construction: v"")a dt"IeliaQ Cry "i a. PIP. seelcor, rhes it;l IIJI,cl a Eric pece optical carencisr, systrait consisting for; in of ,in LED erigine, LED lamps, tactics, gaske� aa if, fall WaIrage and pu�: I lt g P s' ec�.;e �Dr)hf,� Beccun P:sJucis I; pfu�cl-r� and stainless steel bezT froorr' :;r AM 'I sceno' 'n'ral o. o"I: a 1001�w r,al-Djege is held togeti Ear witin internal Dross ;�Cil :V, Dirageu� CLF o span�offs solik"Fred to ;1 board so that it can a4a Ue w - 0 lJ clr� , I belieIcl ellePoed as a one piece optical system. , : , nn:iug, tirnt,,� u i: nnn:; q vvid u do, Re-olosol, alrrlfn�ng. Twor-piec:e shcone and rrocro-cellujar - , E - bassd a oF sre I Faison detcorative arm or "'oto of r)igl-'t I. c po�yurchtrana foarr, plaskedt ensures a weather proof seat around e.a.ch indi'llidual I -ED Also available wilin Beaconnect Witeless 0 LED/Optics: anno, System (see Beaconnect rmoduct page far more detrads DIMENSIONS LED cinverIacL pis !00Vd),cugIh 2771,,, 50 Hz ,F, � -1 spAsr"Ton, to 60 Hz OUNV), or a u1i that accerct, 347V or 480V Input. Co Power factor Is .92 at full bad. Installation: Ali eirruffna! cornipQrtsrusareratea On UQG00 Mounfing ophons For hot zoratal arm, vertical hours at fit oadl and 25vC ambient Conditions scoon ot traditional arm Mounting ocoapaidle. .. ..... I ardvare Retired. per i 217F Notice 2. Counting hL DimmIna dr:11'res are standard wrh Connections lot Ferrol dwrning equipment Firushz ac,ro- available upon rpouKlst. Booa,�oIcr V oblyc'ster poiorie;-crta: FT. ir';n vviring wthin me stanca;IV actelisd arid hareunoccred, i-antnaric muri cark no more than 801rin of V a4ilaci corin;Cla (4 �,t fiv- A B C 0 Weight: EPA rated load aid is listed b� UL for rise at Rfai"'OOmrcrt K.,otme;F will-, 600VAO at 50rC or higher. _ccle: ar'd noo cccu;,J; �ith aflarn�clo_' 26-1 T -1--24.1—T-1-4.25"41-3 . ........... 2-510 1 _bs 1-.0--f-t- Poug dIsconnecia, arty.ahed by ULfor use sup'll I ooryorcnr povrtoe �,s.vt (704murn (614rum) (362rnm) (105mm) (11.3kg) st Oct) VAC 1, 3A or higher. 13A rating ii:)I�T� applep to o?Imary tAO) side Orly. _f I i � r to sf; I � 1 a e;,-, 1 t� o MOUNTING OPTIONS tncl�idosi Pon . odureg a "u," 'or) h- Sab , a Electrical: �pray isor. for cr,fkCacr, nsecspin�.a and :uo�r�, clasiring or FIxorue einrctuord compartnisintoshaC contain ar ufacdha�;on p&;,AS`PF;I D522strui Feriets i"IT LED driver ccarpuncrits and si pRil be intriviced &trk3ce;lrfuac:�� or 1") 1 6;`� livi, o0r�.,rO . 3, with a oush-b: Inch te rival black fol -AC power connecticne. 00 Ambient operating temperature _40L:0 to 401C Listings: to c___-,,�l_,,,�O�, ="-A .,rr,on urr', - 'Farl. Opnorral 7 -Din ANSI C I 3C.A. 1 -2013 tront-lock Dnulgnt_:ghlo� C�ersortiur lQ1 OF nuaii., d� phopo control recerstaisb available. CorcParible f,rsF-;TauIr DL0o%Cb,,ltr, for irciedelan: hhip:t, srd, C12 2-3,13' OR av, Fpv( vo des � with ANSI Cl 30.41 external iro;rhIcss central devices, :_Icted re ILI; 1;-,98 and CSAW.2C,,`;- k - Surge orctedion - 20KA: ShutC oil att and of re. 2A IrL, over 0,�ar;oni" and LifirosNeld Fro Circrot - protects rininiaire front artrileern tenipe;UtuFf3s excessive temperature. Fhe device Ke sued Itur ANSI 0,136-31 high far:,rrr�!Ca J,iafl activate at a specific, fact-c-proasch a DIAs or 1 o no, AD Docerativo A temperature, and progressively orgice Rkayser DA apio�ovcd ,over a flutter terinseroutre rainge. A ItrinEOre r8l 2/1" fig,, pipped vdth the device i nay be ratably operatedin any ambient kInperature no to Warranty: 55'C (1310F). Operation shell be rornooln Five yerer limited warranty nor more Information and undetectable ac re ee. Thermal c4curt is Ask: desidned to ;fh[ u 1, alk, oviring the luminneris `K2 2 to tevert to full enomer in the event of On intenuisuon of its coeyer snooty, or taufty, ----- ----- ------- --------- wiring L-,,mnnccDonIo the drivers3hp device shall he able to co-exic',rerai sure, 0- 10V Cefurs' devices �OCCUROFICY Se"IS0rS, Fo(I or INBroval Bracket a i�2 CERTIFICATIONS/LISTINGS CP ep Fe C us 6' '30010K run ory- so in F, Ily a Btacon Products - 2041 58th Avenue Circle East Bradenton, FL 34203 Phone: BOO -345-4928 HUBBELL Due to our continuedefforts to improve our products. product specifications are intrPetto Charge without notice Lighting All tryInUFReavoed ifriatediflUSA SPEC6,16 Type,:: Submitted by Lighting Virginia -Central T' Job Name: VPU64NB-1.3514.K1T4/UNVJRA/XX LIGHTING WOODBROOK ELEMENTARY �Y4 VIRGINIA ENTR Lint' ORDERING INFORMATION ORDERING EXAMPLE: VPU96NB-280/5K/T4/UNV/PCR-TUSF2,/GENIXXJBLC/RA/BBT ---------- - ------------ Fwp( -- ---- ------ - ----------- - --- - ----- - --------- ------ --- 3K 3000K BBT basic black textured Pi 7 pin i HSS -90 house side, BMT black more textured 347V 347V 8OUB-180 180VV, twist lock Olkild 90' LED array 5K 5000K WHT white textured to 480V 480V fincePlac 1 HSS -180 house side with photo shield 180' MOT metallic bronze taster 8ONH-235 235W, Sulfur cl LED array BLC4 backlight BZT bronze textured PCR -SC '7 pin twist control 96NB-220 220W� TI typo I lock recep- DOT dark bronze textured LED array T2 type I torde with GYS gray smooth 96NB-280 28OW, grafting I LED array T3 type il cap BMD7s beaconnectwith motion DPS dark platimurn smooth sensor 96NB-395 95w, 2PF1,1 deal power : GNT green textured LED array Hi� feed MOD" motion dimarang detector MST metallic silver textured T5R type V,. rectangular PCRU 7 pin host MTT metallic titanium textured lock p_ T50M type V. square talial 0 Did world line medium T5W type V, round wide or square Pole moon A RAI - - -- --------- inclue FR front tow auto GENI-XX3,1 energem SF2 2 31g" OD shp-titer optic BCIlijp1 beacorl PK2 2 3/fi` adjustable knuckle AD Decorative Arm with MOD DR I DERINOJUPOPMAXONn Whalordefirss, Rvor'S sak the IN00g, elfram spolebyes, universal mounting slat vat"Unkadvinfouloolen,� TRessaxtiongs , is spudded ;,I the ouistring as ilgronif, thcoauterebalaso. HPA ordered separately Ff ArT _J Iraw uppy/ MOD - s'� v J _4j WB wait bracket (use with SF2 DghtepanDulay avIcondreli gictI or PK2), SF2 standard READoNi ORDERING IN , FORMATIRRk Man OlUtiongI a 11,3m; 0 ish, PeBIWOrnlet LOMAS Older Separately poster spamey line orNpip'la goeto and Pleass, peem hountrIg achsalole infairimption III Catalog Number Description oirthiV fla airs—do t �vof sioneoreovat a, For o'cov (must choose. one Option anow i I -per site required) Ip OF donaCt tepais, ISO spippon st: itins, ' 45-492G, Throspe Dethergs, are saspiflad So the ade,in an,09ver, Do Sh6exercise deray" i[EarlyI "'SINinfrot " Birk lis � AV 1 8aAigaoto t Ipp_--juletional Byachoraret Sopo.w lensed an USB flash dale - pace i-25st- :"BIAD - —Tere Oelorto "pt 2,15) - ----- ceirlpapi to IOOL_� —roactong hilliattI J -r5a5)QT31oN1frBCVcG1 iBIOU-3 - A I I I O�, 1 1,1 OPMEO fer halmicaufts retreat sposper 1, the tnor (Windows based only) 'Amists: TRIV12443, ASNI-TABLERBM Breacorneet 7" alindcows, Tighlet .... .. ............. . .. . . .. ........ I .......... �Includn JU3B Radio sprefy time delt dimm q I ma, mardr-D haghl, T4 i rely TO Ototrr Opbro Let, A -gat 90 rl,gse. 'peally L or R ef'S in,, uponsl diaraInalron arnople I'mr. D-IgnLights Consoirdue, qoadeled. Net asuable writ vtn�,r surcri or sensor options Wer, U!'I"Ung Elarod, In, r.Ine aming ars, pvmpie Good 04), Son E,,,,,j,,,: DeOhno rnd,Dsip,�oams ler,clang C srostnt DLC soonsIts, for arters datailsa oale "D spifra Net a, `Ftra r1tit seral Oporms, Not eaclodef, far 34 TV Or 480V thol. PHOTOMETRICS Type I I Yana !I Type IV Type V 1I Mar VP-L-9FNR-280-5K-TI I as IN VP-a6N8-280 SK -T4 VPL-96d`R-280-5K-T5V,1 on 75' 25, 75 2S 25' 21, 25 25, Dc i I .�:, - - , 50, se, 25, 2�Z : an", 15' Its' ev 100a US iff 25 - In, an On, .90 So a, u, 70 75' d, X Oril; Vpls'�,_, A�S Type It: I ype V Square W"edon, Type V Redangdar Front Prav Auto Ortico' Type I VP -L g61,15-280-5KT3 VP -L faut[3-280-51(450M vP-L-96NB-28D-5K-T5R VP -I_ 96NB 280 -1,5K -FR IN iser o`-I_-96NB-28O-5K-TI IN, x5' la� F5 A .11, 75' Oo 7�� as, save, "A' 5o 75' 75 75, as, IOU 2S 25' so lo. I/ So 73 - IOU o0l, 2041 58th Avenue Circle East Bradenton, FIL 34203 Phone: 800-345-4928 "'--%'HUBBELL Beacon Products 111I " Dun to our continued efforts to improve our products, product specifications are subject to change. without notice, hl�lf' Lighting -ACONPRODUCT5, All RgNs R,servac, For more iffoFirst Dutnourroebrue sailes.bleoranprodinte.com PnotednUSA SPECA/16 an 2016 BE inia Type. Submitted by Lightinq Virg -Central N U M Job Name: V PE164 NS - I 3514KITWU N VIRAIXX�1. - .......... ..... .. .. ....... LIGHTING WOODBROOK ELEMENTARY ........ ... .............. VIRGINIA Notes", 11 Uv` CEPJRAL-I��113,2174,.l ORDERING INFORMATION ORDERING EXAMPLE: VPU96NB-280/5KIT4/UNWPCR-TL/SF2/GENIXX/BLC/FWBBT - - ----------- L VP . .......... .......... ---- ------ -- -- ---_----- -------- - - ---- ---- ----------- VPL viper-jarge 64NB-135 135W; 3K 3000K BBT basic black textured LED array 4K 4000K PCR -TL 7 pin HSS -90 house side 347V 347V OMIT black matte textured NB -1 80 l8uVV, wast lock It shield 901 I FD a, ray 5K 5000K WHT white textured 480V 480V receptacle HSS�1180 house side with photo 8ONB-235 235% shield 180' 111 metallic bronze textured 0 bul LED may IT BLCI backlight BZT bronze textured a PCR_SC '7 pin tivist control p- 96NB-220 220W, TI type I lock race DOT dark bronze textured LED array lade With, 1 GyS gray smooth T2 type 11 5 96NB-280 28OW harting i BMDa1 beacomilect with motion DIUS dark platinum Beneath FT3-TpB Thl cap i LED array I sensor 96NB-395 395W. 2PFI 2 dual powei ector GNT green textured LED array T4 type IV feed MDDIA motion dimming dot MST metallic Silver textured T513 type V, rectangular PCRU 7 pin twist MITT metallic titanium textured look eceD_ T50M type V, square tacle owl old world iron medium rectangular arm for round HAL T5W type V, round wide or square pole, mount. RPA included, FE front row auto GEII energem SF2 2 31W'OD slip -fitter optic E1CW1 I beaconnect PK2 2 3/8" adjustable knuckle AD Decorative Arm With MOOORRERING , I I N . FO I R I MATION; When pro I sell ft I xxpa tooth the morom e�eladioa Oaff6ri ivinc), pleas, elpeopffy Sol universal mounting slat v T4,1 -D sestri 8115"Ayh8d In the Orderrat Or, man its theiRtamse spp& RPA ordered separately Vist, stv TDW unirv, —/MT ------------ W8 wall bracket (use with SF2 HIORDIBIDIDOpy bevLornot shummis deeper dolh': or PK2), SF2 standard Older Sepanatery IrEAGONTC-01 ORDERING INIORMATIOlik volla WoOnfulA N' are With the hethiflng tOR-dral dIttiorin — - ----- A to n viett "'Ost Catalog Number Description P.Rived the Reammest —'rel sereacest GoncourecIxuasest Parretradevalisto orest aRrioneone Noun beuo.,, I -per onp, required' "hosesepargisoarepOoreadin I , I r theore'slia So shoeon, in Tore exam I I I AS11-11,11-111111 heah, , pie febse, (Farollyt f 205-65 / Vis T' , i UJdVJ sooll-taluery 1-] 6) Unroof Sofics.re I..d.d on USIS floats drive' 250n�;Bdoapy TOUS Opegil to g55� rechmini 0 to cuts— - I'lle "I al, ser knoinsaaaevkhout SO, I In � on (Vauct losoad only) odut IOU Nto pate'rig loqi; Exanaps: B..1monest 7" Worried— fipual.n 1bort ap.kry trial, and zone remorratenat dis, of ardor _�n for fetcher real, 'vidudoe, IJSB hadA, SP114y "aft Inning l'aii and rourptleg ofelt 'T4 lufi� ONo, Usual Felt "'; Ford 9"J'gise,,lisoth I, or 13 uter ve di,1111culd, Inerpi, T4F. Sao asoisel, sit 'annel a, an"r, Nineo. �aegnu_jghtaa Courconiturro ota.1oled. When one6h.9 meV1N,,pr0ry tra rarbn sadwo aaho (Isoropl, GEN Oo)� So, aa,sle,; rarepa mal i.,U,GbuoS for,afte -.nc;t DLC vvelbs�to forenore deha:uls� on, fro tob,"a Net "011,abla void, onsuroun" htnpv,1,vdo;9rmFgh` a.criti/Cill' L Net aveled, far 347V a, 480V upOt PHOTOMETRICS Type I Type It 1 IFIR IV TgreV Bound Wide VP-L-96NB-280-l5l<�T I VPIh9tCpa-23O-5K-r2 IN, V,-L9GAp3-28O-5K-T4 IN, Viel.-961,R-280-5to-T5W 75, 25r 25 75, 25, so ar 25' 25 So 25, 5D 75' " Z25 00, too 25 IN, So 50 rF; ra; Is 00 e, Type III Type V Squarv, Machurn Type V Hodargular Front Rcex'suve Da", type I V -L-96148-280-5K-T3 VP-L-96pffl-28Q-5Fy:nnSN1t VP L-96148-280-5K-Tfr, UP -1 -961,18-2:00-5K FR P 7S' 21 lair Vp-1 _96N8-? -5K-TI 75' iW 25, c' 2S 2s fir, So ,F� 15' 1S. 15 25 25, IN 26, IN a I N 75r 'NZ 7�' F, �rt,, 75. r ow z X . XX Beacon Products 2041 58th Avenue Circle East Bradenton, FL 34203 Phone: 800-345-4928 P,77"� HUIBBELL Due to our continued efforts to improve our products, product specifications are Subject to change Without notice. L=7_!=�J 1-19hutirIg 020IGBEACUt PRODUCTS, Ail Rights Reserved - PomedIDLISA SPEC6/16 Cat 0 t Submitted by Lighting Virqinia- ort a Type* NLUMbeIN Job Name: VPL/.64N K/T UNVIRAJXX �,Asr WOODBROOK ELEMENTARY LIGHTIN. V2 VIRGINIA No ENTRAdt'L-01 6 2*4C ORDERING INFORMATION ORDERING EXAMPLE: VPU96NB-280/5KIT4/UNV/PCR-TUSF2/GENIXX/BLCIRA/BBT t : - - - I ----- ---- ------ ---------- - -- --- 1 -------------------- I V PL ----------- j -- ------ --- - T- I ---------- r L ............. ---------- - ------ ........... VPL 7UNV 120-2771V� 3K 3000K i mom 88T basic black textured 14K 4000K PCR -TL 7 pin HSS -90 house side 347V 347V BMT black mathe textured 8ONB-180 18OW, twist lack shield 90' 5K 5000K WHIT while texturred LED array 480V 480V receptacle 1 HSS -180 house side with photo :I shield 180' MOT metallic brounze textu 8ONB-235 235VV red LED array control I BLCI backlight BZT bronze textured PCR -SC 7 pin twist I control 96NO-220 220VAI, TI type I lock TROUP- DOT dark bronze textured LED array lacle w th GYS glay Smoodth 96NB-280 280W FT2 tyP; 11 1 shelling BMW,' beaconnect with motion LED array T3 type Ill cap sensor DPS dark platinuum smooth 96NB-395 395A. T4 type IV 2PFIx dual power MDD1.1 motion dimming detector GIFIT green texthured LED array feed MST metallic siliver textured T5R type V, rectangular PCRU 7 pin twist MTT metallic fitamitrop textured lock recep- :I T5QM type V, square 41111111"ll OWI old world rion medium hicle rectangular arm for round RAL T5W type V. mund wide or square pole mount. RPA included, FR front row auto GENI-XXII edurgeni SF2 2 3/8'00 slip-tifter optic BCWA1 beaconnect PK2 2 318" adjustable knuckle VER'.IFY AD Decorative Arm with FINUSH istoo ofilailaNG taf I IIAMATIONR 'Nine, ardAring D ftaom ealh lha mop. us L action opron i(ODER, pipt spOogy, .he universal mounting slot appepredUlpforaskosto 'too 'Sy5ehougaiDeL speali�d in toe hatlie example eldests RPA Ordered separately cray f MOD JbIT -- ------ ...... WB wall bracket msewith SF2 tier to pine Ided ley L8,61 Wdrift H8[grot n1t or PK2), SF2 standard Order Eaparaluely please slaterry, the sbisamisrp RUSSIA pri'Idedurpolog srhadup, Information !a Catalog Number Description eit the seacolmd'al of atbroosdras rotator Farderfed infordepoper pop, _e qrso Orn"h, VontedIbINUIlle risen appon DiL Jairog 145412B. T horse souseas one epandoorth, (must alx,pr,� one Option hale. i I parsRe,quiredh to 64NB-135 135W. 7UNV 120-2777V " LED array Zere, f,2%T �IUUU tre-ca S ,-are lo,ccel LISTS Searl tam;-* _jBIBU - ed.,,,a ba' EA�, L Min Sort orily) det'soup la da[FFUI CE 1EVO24, ASM-TABLET-BCAW Bearopornsot 7" 1,11indrres, .1ups' Most 'Priefy deep am 'AN i'vematia, at eno Of U- Ste "'au"'oussaIJ a'., onvurrennevion,oneaA far UrUvr dians fIniStolas Use It Spooly dons 'Ielr']� d;'rearogeosh Unal "'alre h,Jqnr aT4 ople a,ly I TO tause care Left or r,R,to, dene. sposfy L a, rva-r the aptio,l 6,01all,r cFaI;u1 Fill. 'Res IC sqr,Lighto� Comoartirrrin cirralfiecL 'I, is do � 'ID; other authi a appors, Censurt Di-Ovveb,he for riore details: 7 Net oeflre:e is, 347V or 480al rem PHOTOMETRICS Type I Type It Type IV Type, V Acting Wide VP-L-9u,1B-280-5K-Tl I., VP -L -96143 -2813 -5K -T9 lW VP-L9DSNB-28TJ-5K-T4 VPL-96Nu28m-5K-f5W IN, 25' 2 50, 7t 25 75- 26, 25, 75, 25, 25 or 2' 5, 25 25' IN' loo. IN - In met < o Z X TI,Tpe M Type V Square Module Type V ROUldroolor Front Re. Arta Opte, I ya, I VP-L-96Nb-2S0-5KJ5R VP -I " 96NU-280-5K-FR W-L-96ole-2PO 5K -T3 VP-L-b,NB-280-5K-T5QM VP 1-96,113-280-51<41 IN, 75 2T 75 25' la, so, 75a 25' 25' 50>1 1� Ur N N, Is N lo Ito, as iter 2S. ar, se, 76' too, A Beacon Products 2041 58th Avenue Circle East Bradenton, FL 34203 Phone: 800-345-4928 HUE38ELL Due to our continued efforts to improve our products, Drooduct Specifications are subject to change Without notice. Ligbrisling Cv 2016 BEACON PRODUCTS, All fagin' a observed - For Fiat a Intel mawn vilt our ASIato � wWoOlUntronionadioUtS.Dino - Printed in USA SPEC 16 ob Name: /OODBROOK ELEMENTARY PERFORMANCE DATA 1 Lu DIDDS US frum photolletec test, p-nontrad in acdane eirth FESNA LIVI Data Is rornaldelec to be lop, pearefile fit the annfigurabons 91hown. Armal terloprepan tiny differ Us a result of AnUTUall Droanelroert 11,13 appiration. Submitted by Lighting Virgin ia-Central Job Name: LIGHTITI WOODBROOK ELEMENTARY �VIRGIN I ` " t NUMBER DRIVE AMBIENT acu OF CURRENT INPUT VOLTAGE SYSTEM POWER CURRENT UMS rEmp. 0 ; 25,000 1 60,000 60,000 100,000 (HOURS) 10F I (AMPS) V 14 OF LEOS DRIVERS (MA) (V) (W) 3K (3MOOM0 nomi all CRIII ......... ........... 1._- . ......... DRILL PATTERN DISTRIBUTION TYPE FR/T1 (5000K 15922 SK nominal, I 116 /0 CRI) a 2 U G 0 1 1 LUMENS 15762 4K _mmial LPW 11 5=2 7103 70 C � a 1) U G 0 1 (300% LUMENS 13534 nominal, LPWI 99 70 CRI a U 2 0 I G 1 Fas:talcgl,�l,l 1,02 SYSTEM WATTS T2 14274 104 3 0 1 3 1 14131 2 1 3 0 3 12133 89 3 0 37 -li- 1 14137 103 3 3 13996 ____F 3 102 3 0 3 12017 88 3 0 3 T4 15511 113 2 0 �]4 15356 7 3 — 112 12 0 3 IM84 96 2 0 3 F2 15789 1 115 5 1 113 4 0 2 15356 2 112L4 0 7 13164 96 3 0 220 F_ T5R 15785 4 0 2 15217 0 4 15627 4 114 4 0 4 13417 98 4 0 4 4 T5W 15372 112 1 4 0 2 1 15217 I'l 4 0 2 13067 95 4 1 0 2 80 700 FDA 18OW 280 T2 117 2 0 2 20322 113 2 0 2 17447 97 2 0 2 T2 105 3 0 F4 18699 104 3 0- 4 16055 89 3 0 3 T3 18700 104 3 o F3 18513 103 3 0 3 15895 88 3 0 3 3 20571 114 4 3 0 4 20365 113 3 0 4 17485 97 3 0 3 T50M 20571 114 4 4 0 2 20365 113 4 0 2 17485 97 4 0 2 2 20944 1, ' 116 4 0 4 20733 115 4 0 4 17803 99 4 0 1 4 41 _T5R T5W 20290 11 1 3 113 5 0 3 20088 112 5 0 3 17065 955 4 0 2 80 875 mA 235 W ............ FR/Tl 24866 F1 106 106 97 3 0 4 19-609 0 2 24615 4 2 0 2 21136 90 2 - - ---- 0__ 2 T2 23070 98 98 ___2_ 3 0 4 22839 _105 97 3 0 4 19609 83 3 0 — 4 21 9_47 93 — 3 — 0 4 21725 92 3 0 4 18655 79 I 3 0 f3i _____L3 . . . . . T4 24360 103 3 3 0 4 2 4028 102 3 5 20632 88 3 0 4 - ---- T50M 23138 _O_ 9-8- 4 - - 0 -2-r 22905 97 4 0 2 19667 84 4 1 0 2 TSR 24779 105 5 0 5 1 24541 10' 5 0 5 21070 90 1 4 1 0 4 T5W ?4175 103 5 0 L _L3931 102 5 0 3 20548 87 - - - - - ------- ------- ---- 5 9 3 ..... 96 700 IDA ------ ------ 220 W - - --------- FRITI 25358 — 113 - ---- 2 ----- - _3 0 2 1 25104 112 2 0 2 21554 96 2 0 2 T2 22665 101 3 0 ��422438� 100 3 0 4 19265 86 3 0 4 T3 22440 — ----- -- 1 DO ------ -------- 3 0 4 22216 99 3 0 4 19134 86 3 0 1 3 T4 24685 110 3 0 5 24438 109 3 0 5 20982 94 3 0 1 4 T5QM 24685 110 4 0 2 24438 2 109 1 4 0 2 20982 94 4 0 2 T513 25133 112 5 —i F-2 0 5 2488 111 1 5 0 5 2136.3 96 1173 4 0 — 4 T - 5W 24349 1 - 09 51 0 3T 2 - 4 - 1 - 0 - 6 3 241 'Ei , s�oO 108 1 5 0 3 20803 93 5 0 3 96 875 PDA 280 W FR/T1 29839 106 3 0 2 29541 To��i 27369 0 2 25363 90 2 0 2 T2 27369 T3 4 0 5 1 27096 97 1 4 0 _�_ __�3264 83 1 3 0 4_ T3 26336 93 T4 0 V426073 6 0 92 3 0 1 4 22365 79 3 0 4 1 T4 29128 102 3 Is 0 5 1 28837 103 3 0 5 24759 88 3 0 5 889 M_ 103 5 0 3 1 28601 102 5 0 3 24556 88 _4 E 0 2 ____L50M . ...... T5R 29184 105 _ 1 5 — 889 1 0 5 28893 104 5 0 5 24809 89 1 5 0 5 T5W 29010 102 5 0 4 1 28720 101 1 5 0 4 1 24263 86 5 0 3 96 1225ri 395 Vy FRfF1 T2 39653 35997 101 91 3 4 0 2 1 0 5 39260 '35641 100 90 3 4 0 2 0 5 33371 �30295 85 77 3 0 41. 2 5 T3 35840 91 4 0 5 1 35485 90 4 0 5 30162 77 3 1 1 4 Tot 1 35455 I— 90 3 0 5 35104 89 3 0 5 29839 76 --- - ----- 3 1 0 - 4 T50M I 1 38388 97 5 0 3 i 38008 96 5 0 3 32306 82 5 1 0 2 4 T5QM 1 38388 T-- 38730 98 5 0 5 32921 83 _5� 5 �4 T5W 36984 1 93 5 1 0 _±_L 36528 93 _L jLJ4 _ 31049 79 5 1 0 5 1 Lu DIDDS US frum photolletec test, p-nontrad in acdane eirth FESNA LIVI Data Is rornaldelec to be lop, pearefile fit the annfigurabons 91hown. Armal terloprepan tiny differ Us a result of AnUTUall Droanelroert 11,13 appiration. Submitted by Lighting Virgin ia-Central Job Name: LIGHTITI WOODBROOK ELEMENTARY �VIRGIN I ` " t NUMBER DRIVE AMBIENT acu OF CURRENT INPUT VOLTAGE SYSTEM POWER CURRENT UMS rEmp. 0 ; 25,000 1 60,000 60,000 100,000 (HOURS) 10F I (AMPS) V 14 OF LEOS DRIVERS (MA) (V) (W) 4K 1 17, T=j *011111W orminal, 70 CRI) (40OOK I .. ................................. . ..... DRIVE CURRENT 3K (3MOOM0 nomi all CRIII ......... ........... 1._- . ......... DRILL PATTERN 1 120 Crulosnnio� 1,5 80 [_ 2 700 "'L i: i y 130 OR Ll - -------------- 99 _K�H__ ___ 0 3� 112133 89 0.5 0-4 2X 01 1 Ole Fas:talcgl,�l,l 1,02 F 04: Pd,, 50'F _--i- ___07 prilo, 3 10 80 2 875 2 235 0.8 3�1'� 0.7 86'F .98 0 L__AZg__ ------ - -- - ----- - .98 - - - - ---------- --- - - --- ----- - - ----- - --- - --------------- --------- -------- 0.5 15356 112 4 0 2 13184 11 96 3 120 2 T -A 15789 1 115 4 13417 1 0 4 15627 114 4 0 4 13417 1 98 0.- 8 96 2 70U 220 u6 4 0 2 15217 111 0 2 13067 1 95 1 480 2 0' 700 1 180y) FR/T1 20 117 2�5 96 2 875 __Z71 280 T2 18888 105 3 0 4 18699 347 3 0 3 T3 Tat 480 _]04 1-14 0 0 3 18513 0 —4 20-365 0 103 3 0 3 15895 88 11-3 3 0 4 17485 97 — 3 3 120 1 TRQRM� 96 2 1225 277 —1 395 4 1 3 7 I 4BO 2 - — F=09=44 116 1 4K 1 17, T=j *011111W orminal, 70 CRI) (40OOK I .. ................................. . ..... DRIVE CURRENT 3K (3MOOM0 nomi all CRIII ......... ........... 1._- . ......... DRILL PATTERN EPA Crulosnnio� liti; Pill, dirli; plLtlom 2:1 -V Soo 1H oulan" ni'lrll "'L i: i y lain r; r,,ko 103 3 Ll - -------------- 99 _K�H__ ___ 0 3� 112133 89 lip :IF 2X 01 1 Ole Fas:talcgl,�l,l 1,02 Art, 04: Pd,, 50'F _--i- ___07 prilo, 3 .......... 4K 1 17, T=j *011111W orminal, 70 CRI) (40OOK I .. ................................. . ..... DRIVE CURRENT 3K (3MOOM0 nomi all CRIII ......... ........... 1._- . ......... ...... EPA (MILLIAMPS) 64 DISTRIBUTIO N TYPE FTUTI ------------------- __ ---------------- T2 LUMENS 15922 ------- 14274 EMIR Use These factors to detaintor, neirfive lumen 0 1 155762 -------- ------ ------------------ 0 103 3 Ll - -------------- 99 _K�H__ ___ 0 3� 112133 89 3 @ 120' output for aversite arri tempencle as front Ole 32'F 1,02 OACTIC (32-104'a, U1 O'C 1 —20"IC 50'F IMI 3 0 68'F 1.00 1 25PC 77F 1,00 88 3 1 0 40'C 86'F .98 0 L__AZg__ 104-F .98 T5C 4K 1 17, T=j *011111W orminal, 70 CRI) (40OOK I .. ................................. . ..... DRIVE CURRENT 3K (3MOOM0 nomi all CRIII ......... ........... 1._- . ......... ...... EPA (MILLIAMPS) 64 DISTRIBUTIO N TYPE FTUTI ------------------- __ ---------------- T2 LUMENS 15922 ------- 14274 EMIR of 0 1 155762 -------- ------ ------------------ 0 103 3 Ll - -------------- 99 _K�H__ ___ 0 3� 112133 89 3 @ 120' 2 G 1 ------- 3 F3 14137 103 3 0 3 13996 102 3 0 3 12017 788 3 0 3 2 @ 90- 1 T, 3 @ 90' 2.2 88 3 1 0 15356 2] �u 0 3 3 13184 96 2 1 0 T5C 15511 113 4 0 2 15356 112 4 4K 1 17, T=j *011111W orminal, 70 CRI) (40OOK I .. ................................. . ..... DRIVE CURRENT 3K (3MOOM0 nomi all CRIII ......... ........... 1._- . ......... ...... LED'S 64 (MILLIAMPS) 64 DISTRIBUTIO N TYPE FTUTI ------------------- __ ---------------- T2 LUMENS 15922 ------- 14274 ----- 1_1§ ----- 104 1 2 --- --- 3 0 1 155762 -------- ------ ------------------ 0 103 3 Ll - -------------- 99 _K�H__ ___ 0 3� 112133 89 B 2 __ .. 3 U 0 ... --- 0 G 1 ------- 3 F3 14137 103 3 0 3 13996 102 3 0 3 12017 788 3 0 3 14137 103 3 0 3 T, 1 0 3 12017 88 3 1 0 15356 112 2 0 3 13184 _F 113 2 0 4 15356 0 3 3 13184 96 2 1 0 T5C 15511 113 4 0 2 15356 112 4 15356 112 4 0 2 13184 11 96 3 0 2 T -A 15789 1 115 4 13417 1 0 4 15627 114 4 0 4 13417 1 98 4 0 4 0 16372 112 4 0 2 15217 111 0 2 13067 1 95 1 0- 2 80 700 1 180y) FR/T1 21132 117 2 1 0 2 20322 113 2 0 2 �7447 67 2 0 2 T2 18888 105 3 0 4 18699 104 3 0 4 16055 89 3 0 3 T3 Tat 18700 _20571' _]04 1-14 0 0 3 18513 0 —4 20-365 0 103 3 0 3 15895 88 11-3 3 0 4 17485 97 — 3 3 0 0 3 3 __1 TRQRM� �20571 11-4 4*0 2 20365 — V13 4 0 2 17485 97 4 1 0 2 T5R F=09=44 116 4 0 4 20733 115 4 0 4 17803 99 4 0 1 4- 15W 1 20290 113 5 0 3 20088 112 5 0 3 _L7065 95 4 0 2 80 875 mA 235W FR/Tl 1 24866 106 2 2 24615 105 2 0 2 21136 90 -83 2 0 2_ T2 1 23070 98 3 _O 0 4 22839 97 3 0 4 19-609 3 0 4 T3 11 21947 93 3 0 4 21725 92 3 0 4 18655 79 3 0 3 3 F4 T4 24360 103 3 0 4 24028 102 3 0 5 20632 88 3 0 90 4j 0 T50M 23138_ 98 4 0 2 22905 97 4 0 2 19667 84 4 0 2 T5R 24779 105 5 0 5 24541 104 5 0 5 21070 90 4 0 4 T5W 24175 103 5 0 3 23931 102 5 1 0 3 20548 87 5 0 3 F_ 96 700mA 220 W FW/Tl 25358 113 2 0 2 2510 112 2 0 2 21554 96 2 0 2 -1 T2 22665 101 3 0 4 100 3 36 0 4 19265 86 0 1 T3 22440 100 3 0 4 22216 1 99 3 0 1 4 19134 1 86 3 0 3 T4 24685 110 3 0 5 24438 F109 3 0 1 5 20982 94 3 0 4 1 T50M 24685 110 4 0 2 24438 109 A 0 2 20982 94 4 0 2 T5R 25133 11 ? 5 0 5 24882 111 5 0 5 1 21363 96_ 4 0 4 T5W 24349 109 5 0 3 24106 108 5 0 3 1 20803 93 5 0 3 96 875 mA 280 W FRI 29839 1 106 3 0 2 29541 105 3 0 2 1 25363 90 2 0 2 T2 27369 98 4 0 5 27,996 97 4 5 23264 83 3 1 0 5 Jj2 0 4 T3 26336 93 3 0 4 26073 92 3 1 0 4 22365 79 3 0 4 T4 29128 102 3 0 5 28837 103 3 0 5 24759 88 3 0 5- T5QM 28889 103 5 0 1 3 28601 102 5 0 3 24556 88 4 0 2 T5R 29184 105 5 0 5 1 28893 104 5 0 5 24809 89 1 5 _T _5 0 —a 5 T5W 29010 102 5 0 4 28720 101 5 0 4 24263 s6 2 3 35997 91 395 W `RfT1 39653 101 3 0 2 39260 100 3 0 2 33371 85 3 _0 0 2 T2 35997 91 4 0 5 90 4 5 30295 77 4 0 5 T3 35840 91 4 0 5 35485 90 4 0 5 30162 77 3 1 4 T4 1 35455 90 3 0 5 35104 B9 3 0 5 29839 76 0 4 T5QM 1 38388 T-- 97 5 0 3 38008 96 5 3 32306 82 5 0 2 TER — 1 39117 ------- 99 5 0 5 38730 98 5 0 5 32921 83 1, rO 0 5 T5W __F 369-84 9-3 5 0 4 0 79J 5 0 4 Tureff voluest are frout phoromehic tests perfion,ad raccona,ee put RENA LM -79-08. Datus, onside(ed to re irpresenteove of the cunfilinfaflons showo, Adial parfunmance, anay diffie, as S result Of end riser eaviroern,pt Slid application PERFORMANCE DATA F-641 10'C EEI OISTRIBUTION T3 T4 T50M T5R T5W TYPE 64 5K 1.1 0,5 04 80 4K 120 700 277 ,47 180 1.5 u6 0.5 (50OOK nominal, 70 CRQ_ (40OOK nominal, 70 CRI) U �_ LUM7ENS LPWI 8 G LUMENS 15922 116 2 0 1 15762 13534 99 2 0 1 14274 104 3 _O _3 14131 ___73996 0,7 pupordons fDr Me 70bFrA base proof In a 25'0 ambient, based 3 0 3 14137 103 3 0 3 102 3 1 0 3 12017 88 3 1 0 3 15511 113 2 0 4 15356 112 2 0 3 13184 96 2 1 0 3 15511 113 4 0 2 15356 112 4 0 2 13184 96 3 _0 2 15785 115 4 0 4 15627 114 4 0 4 13417 1 98 4 0 4 15372 119 1_ 0 2 15217 ill 4 0 2 13067 1 95 4 0 2 80 80 700 mA 875 mA 18OW 235 W FR/ I 1 Q_ 1132 �188a28 117 2 0 2 20322 113 2 0 2 17447 97 2 0 2 T2 — ---- - 105 3 0 4 18699_ 104 3 0 4T 16055 E F9 3 1 0 3_ T3 1 18700 104 3 0 3 18513 103 3 0 3 3 15895 88 3 1 0 3 T5QM ----- 20571 114 3 0 4 2036.5 ---------- 4 F4, - -- ---- 0 2 --- ------- 2 - 0 - 36 - 5 ------- 11 113 3 �m ---- I - 1 - 3 4 0_ 0 4 17485 -_ 2 1-7-4-9-5 97 3 0 97 4 1 0 3 2 T5R 20944 116 4 0 4 20733 115 4 1 0 4 17803 99 4 1 0 1 4 FPjTl 24866 L 3 20088 ----- - --------- 106 2 0- 2 24615 1 112 5 105 2 0 0 3 17065 1 2 21136 1 95 4 1; 0 90 2 1 0 2 2 1 T2 23070 98 3 0 4 22839 1 97 3 0 A 19609 83 3 0 4 T3 21947 93 3 0 4 21725 92 3 0 4 18655 79 3 0 3 ........... ....... T4 1 . . . 24360 103 3 0 4 20632 88 3 0 4 T50M 1 23138 98 4 0 2 22905 97 4 0 2 19667 84 4 1 0 2 TSR 24779 __�05 5 0 5 24541 104 55 0 5 21070 90 4j 0 4 �4 1 103 5 0 3 2393 1 1 02 5 0 3 20548 87 5 0 3 96 700 mA 220 IN FR'T1 25358 113 2 0 2 1 25104 112 T2 0 2 21554 1 96 2 0 2 T2 .................. -------- I T3 1 22665 ---------- .............. 22440 . 1_01 100 3 0___ 4 2243A ....... --- .. ...... 3 0 4 22216 .... 1_00 3_--0___ 99 T 3 0 A 192_65 4 19134 86 A-] 0 86 3 1 0 4 3 T4 1 24685 110 3 0 5 24438 109 3 0 5 20982 94 3 1 0 4 T5QiM 1 _T6RIf 24685 110 - 4 0 2 24438 _24-882- 109 4 0 2 20982 94 4 1 0 -- -------- ----- J, -------- 2 -- ___ 2-5-03-3--_ 1-12 5_0 5 111 5 0 5 21363 96 4 1 0 4 T5W 24349 109 5 0 3 24106 108 5 0 3 20803 93 5 1 0 3 1 96 875 CIA 280 W ---------------- FR/T.1 -- - T2 ------------ 29839 ....... 27369 .... �1 06 ---- ---- -------- 98 3 0 -------- 4 0 2 ------ ------------------- 29541 27006 105 3 __ ---- 97 4 0 ----- -- 0 2 ----- 5 25363 ------------------------------ Z3264 90 1, 83 2 0 ------ - - 3 0 2 4 T3 26336 93 3 0 41 26073 92 3 0 4 22365 79 3 0 4 Tat 1 29128 102 3J_ 0 5 1 28837 103 3 0 5 24759 88 3 0 5 __ T15Q�l 28889 103 5 1 0 3 1 28601 102 5 0 3 24556 88 4 1 0 2 T5R _F__;i9184 105 -5 TO 5-T 28893 104 9 0 5 24809 89 5 1 0 5 29010 102 0 4 28720 ____T_ 101 5 0 4 24263 - 86 5 1 0 3 96 1225mA 395 W __T5jV FRfTl 39653 101 3 0 2 39260 100 3 0 �2 33371 85 3 0 2 T2 35997 91 4 0 5 35641 90 4 0 5 30295 77 4 0 5 T3 35840 91 4 0 5 35485 90 4 0 5 1 30162 77 3 1 4 T4 35455 90 3 0 5 35104 89 3 0 5 T 29839 76 3 0 4 T5QM 38388 97 5 0 3 38008 96 5 0 31 32306 82 5 0 2 TSR 19117 99 5 0 5 38730 98 5 0 5] 32921 83 5 0 5 T5W 1 36984 93 5 1 0 4 36528 9.1 9 () A I -1 1 1U:UrF, are form. phoboaaft art's parioned in aoxerdoo,ae ,ruh IESNA LIM-79-08. Getra is emasidered to be repi seemed- of the souggredo. Antal penarmarron, O,ey differ as a ropi-it of end-user environment air.' appitntoor Beacon Products - 2041 58th Avenue Circle East Bradenton, FIL 34203 - Phone: 800-345-4928 HUBBELL Due to our continued efforts to improve our products, product specifications are subpect to change without notice. Lighting 02016BEACONPRODUCT& All Rights frestellad - Formo infonmeho-iritour mbsimi wtaw.heaconfor-doatsitmon - PlitledIOUSA SPEC6/16 DRILL PATTERN 10'C EPA 120 277 0.5 ::::::� 480 ;P.111 64 120 625 277 347 Ran 1.1 0,5 04 80 2 120 700 277 ,47 180 1.5 u6 0.5 I PlojenooldparESNATNI-21-11 2 120 875 277 347 235 0 0.8 0,7 pupordons fDr Me 70bFrA base proof In a 25'0 ambient, based 480 of 1 0 testing per dESNA LIA-80-08, 0�5 96 2 120 700 1 347 220 1.8 0.8, 0. 6 3 @ 120' 2 48-0 0 oc 05 F_ 96 2 875 277 347 280 —2--3 - ------ 1.0_____ O's 1.01 480 20'C 0.6 96 190 2 1225 - ------- 277 ------------ 41 395 --3-3 1.4- 1.1 I �00 4 D rv,un-,,sr 08 DRILL PATTERN 10'C EPA 120 277 0.5 ::::::� 480 ;P.111 Mr, Pre ratirl! hodn", n 83 120 700 277 347 480 180 N, I M11 80 2 I 25"C/77 -C 11.001 0.95 1 0.93 1 0,93 1 0.89 1 >377,000 I I PlojenooldparESNATNI-21-11 dent"noe fin Pose —480 Data Tire letIOUclated pelformans, pupordons fDr Me 70bFrA base proof In a 25'0 ambient, based art I Otto arax of 1 0 testing per dESNA LIA-80-08, foo of 1 --i _8 0.6 LIJ al 480 USO Sea o mars to determine olatior, umen 0. 51 3 @ 120' 2 oUlout far average Imb,ent tesnaperrames from 0 oc 327 1.02 1 0-40-0 (32-1 O, -FI. I 1-40'C 50'F 1.01 3�3 20'C orel 2 @ 90' 25'C 77'F I �00 rv,un-,,sr 86F .98 LU I-- 104o F .98 DRILL PATTERN 10'C EPA 120 277 0.5 ::::::� 480 ccr)�,atAlo� Mr, Pre ratirl! hodn", n 83 120 700 277 347 480 180 N, —0.6 0,5 0A 80 2 120 875 1 277 ____347 InTINE3 xx*: 0.7 dent"noe fin Pose —480 1 05 96 2 120 700 1 277 220 foo of 1 --i _8 0.6 LIJ al 480 Q 0. 51 3 @ 120' 2 120 87-D 277 347 280 2.3 TG it -6 rq 1120 277 "1 ------------------ ---------- 3�3 X 0511 1 C orel 2 @ 90' 1.36 08 3 @ 90` 2.2 rv,un-,,sr 2 UJ _J LU I-- (D Z Ot Ad - 2 @ 180' 2 Q_ 4@ 90' 2.2 -------------- pd�, - -- - ------- ELECTRICAL DATA PROJECTED LUMEN MAINTENANCE DRILL PATTERN 10'C 50'F 120 277 0.5 ::::::� 480 80 2 120 700 277 347 480 180 N, —0.6 0,5 0A 80 2 120 875 1 277 ____347 235 —2.0 0,8 0.7 At mi Pose —480 1 05 96 2 120 700 1 277 220 —1,8 --i _8 0.6 LIJ 00 480 Q 0. 51 96 2 120 87-D 277 347 280 2.3 TG 0.8 -6 rq 1120 277 "1 395 3�3 1.4 1.1 r,4 480 1 08 DRILL PATTERN 10'C 50'F t Pcr_- drilli paucra 83 4, ts"ggreered .1 III U1,71 MR 1 111RE17sm oustoorr. no'l -1 >377,000 too of poo, 2 o0" puts refeleroes the 1,11raproared eadomildrice propurup.re for the 70ionA base model to , 25'C' noubkot, based oar, 10,000 hours I)! LED Usling per ESNA 1.10-80-08, AMBIENT --- Willi N Tv,"s"Jul, LLJ At mi Pose P"i HIM.. 10'C 50'F 1.01 I III III U1,71 MR 1 111RE17sm 1 25�C/77"C 11.001 O�95 1 0.93 >377,000 1 protected per IESNA TNI -21 -11 1.00 puts refeleroes the 1,11raproared eadomildrice propurup.re for the 70ionA base model to , 25'C' noubkot, based oar, 10,000 hours I)! LED Usling per ESNA 1.10-80-08, AMBIENT --- Willi N 104'F LLJ I Us !rose factors to determine relative funtem TEMPERATURE MULTIPLIER 1 olarOut far average ambiert Warveratialle _=� �I[ V) 0 p0 -C (K -104-D, EPA 10'C 50'F 1.01 20'C 6&'F 1,00 25'C 77'F 1.00 40'C 86'F .98 40'C 104'F LLJ EPA E IL L 3 @ 120' 2 CD c C, C0 E E 3 @ 90' 2,2 < 2 @ 90' 1.36 LL1 LLJ 0 LU F�Q<_00E, > 90' 2,2 W Beacon Products - 2041 58th Avenue Circle East Bradenton. FL 34203 - Phone: 800-345-4928 HUBBEI I Due to out continued efforts to improve our products, product specifications are -subject to changevvithout notice, Lighting (1) 2016 BEAGON PRODUCTS, Ali Rights Preened - Far Fine, ink, Indian Osit outreeosic www,beaconpmducts.com - Pnoted in USA SPEC 5116 (0 E IL 0 y Ln C: 0 CD c C, C0 E E 0 < LL1 LLJ 0 LU F�Q<_00E, > Z V) 171) 00 0 . V) E: Ln 113 Cr, LIJ Z LIJ 00 — 171) Q LLJ X 0 0 01 UJ rq > Ln r- Ui 0 C'4 C7) r,4 c) ry) 0 0 2 UJ _J LU I-- (0 CD N L LID CD c C, C0 0 CD LL1 LLJ 0 LU F�Q<_00E, LU Z Z Ll 0 L'i LL1 y 0 co < LIJ 0� LIJ 0� :E Q 0 0 01 I I RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, Virginia 23320 (757)622-2828 ,111 he'', A W HIC III 4 WC. 14 11/21/16 SHEET L3.1 _J 0 0 LL1 0 #41*% U) Z LLJ �i < _Z UJ LU > 0 Z 00 c) LLI _J < 0 0 2 UJ f —1 < (D Z LU 0 �?_ < ry SHEET L3.1 M 0 E D C B M Submitted by Lighting Virgin Catalog Number, ', Uf�L154NB-11:351 K/ 41QNVlFRA/5 k Catbillbg N Submitted Job Name. Job Name: WOODBROOK ELEMENTARY UPL/6468 LIGHTING WOODBROOK ELEMENTARY Notes: VIRGINIA.,,, yRN Mates: gaRDtt=v'4 LfdTFkAL Qt6 21740 ------ 80 3 0 3 3 12017 88 --- 20 3 0 3 3 13184 1 96 847 2 0 3 VIPER L Cat.# 3 0 2 4 13417 98 .f Job 2 13067 95 Type 4 0 2 SERIES 700 MA i • 18OW FR i1 21132 ENHANCED LARGE VIPER LUNMAfRE 2 0 2 SPECIFICATIONS 11 3 Intended Use: ControlslOptlons Tho Beacon Viper unrldlairs is available In two » Aaiiabls r' r >r 011 flaNPt.bd size: svlfrn a evide choice of d f'c-rent LED Wattage, ,W(if n cLoy ..:";r configurations and optica distributions designed moll1 Varof:rtrh,r to enlace HID lghtirng up to ' 009vV MH or NPS. no. n on i- J- r ir. fn., tr eF It'.3 T.n e, Lur.'Inaites ale Suitable tar Wet locations. : 1 ion 1 0 3 V'v'atage to fa. praset .P e rej t; l tihe Construction: 104 3 0 3 18513 114 3 0 4 20365 + One piece ooh al ca fridge system* consisting ;t b . u If r, � f, rr, 1 r of an LED el ngiLED lamps, optic:,, gasket . r -� - �t a'stainless steel eel bezel. Please n a . ' a n f cr s pr, i t Cartridge its held together with bite al cress .q e r n Jai fr>ir sAt^ lu r on. st anders, soldered to the board so that it can -,,kia4eiEnsigemi for u k bis i:e a replaced as a one piece op lc<,I „y.aem d.rr', n< 11hied dir-irnIng vidlin eirnolodalav-.r • TVD -piece silicone and micro -cellular me 1 r: c 3 i „n I. I ;° on, r "1 polyurethane foa.n gasket ensures a , t see --�-- wea:he•-proof seal aro: nd each individual LED il ' ' T5W • Also available with Beacons cF V!I PIP LED/Optics: Control System (see Beaccunitect product j 3 1 17065 95 nag for more details • LED driver accepts 100V through 2,77V, 50 Hz-�_- 80 i 96 to 60 Hz (UN0, or a driver that adepts 347'x{ 235W I 22 W 0 or480Vinput 1 24866 • ?ower factor;S; 92 at full load Installation: P r ted t 5 0 •All ect*cal components are a a 0 OGi p • Ac ' n 'Ins for h nz rte arrn vertical D un: options o 0 0 9 N hours at fol load and 25'C ambient conditions t r' ''Y I I na ail `untlflr` avallar:le. en<,n ,r 1 alto m mounting i rel MIL- 217F Notice 2 Moulting ha•d.vare, Included. • Dimming drivels .re standard with 90 connections to., extenal dimn nJ F'Lip r t E 1nt51 available upon requesi Boacois ly r F e ,d; r : 1 ire- • Component to component w1 ing within the a`at al appiied at to thermal luminaire may cant' no more than 80% of • Deacons b f ; ; c , . r,t . of a live. t3 .,-ge r • � an IS Istel b� !_for use at a �d load u U y Ia`t st r ��r.r 1.31 r c.� ver 1 i F� r: g ) U, 'n h"c , r, 6t JJAC at 50'C or l t e J s:,a�er.. at�..coated,,.. mise, f a?, lag disconnects are listed h;✓ UL 'nr use SUP n ,< ..u._.,I "liC o ,. ;rou�r „- f r at 600 0 VAC 13?or higher. n I. ' 13A. artinJ 0 3 apples to primary (AC) side only. ® TNs . n- meets the AA•'YIA. 6,",5 2 103 3 0 4 24028 fit rf ( r Electrical: p„ it' ,000 ltocu -,alt s:)te, tfr)' D 4 cotrr' I rr si -ani anu-h. ra(;Kti�:,' oro' 'int srlall cousin all • Fixture electricalc oa :m a !:>r of ,r,! � s,o; :x:r 1r:>; (s. L.-59 ..... , ! LED driver cnmrenents and shall he provided F with a push-button terminal block for AC 0 2 po`,vcr cu^.nrctlons 24779 • Ambient operating ter-,perat:,re -40'C to 40,`C Listings: I • Optional 7 -pin ANSI C136.41-2013 tvv.it-bc'•t» -1 irr,ts Coburn fC 'J, cua.Ifi ; photo control receptacle available le. Compatible , oat cocg• t ULG ,,, ao,r to for more deta115' vAthANSI C136.4l external va e'ess corrb 0! ✓,l „ir'cttts r,Z2Pi 1 devices. • Misr. t. c,I )L rCSA:--"2.'2425 `:.ii.. • Surge p:otectioJi-20KA:Shuts off atend cfLife. 24 for cpst ccs`3n.,..rd<(3C: » Ufeshie d In Circuit - protects lurn.naire from int I .ni excessivetemperature. T -e device -,- I higti rr ai shat activate at a specific, lac orypteSPt � it.ta�> r t . d sr J'•red:,c2ocnrer ten ocraiure ar s T3 ra range, Aha nulair over a finite tell toe e P� J 9 equipped Vvfih The device n fly be Ir'brobit' 1 operated in arn ambient temperature up To Warranty: 551C (131")Operation shall be Smooth Five year !r imited `vat raruy (for nroret Information and undetectable to the eye TrPr-n'tl crcart Is visit.A _, designed to ail on", allow.ng the. hurninahe 109 3 0 [o revert to full povier In Ile event Of 3 an interruption of Its power supply or foully T50M wiring connection to the dr Vers.The dwc;c 110 4 0 Chat be able to co -exist wth other 0 IOV 982 94 109 4 0 2P23264 control devices (occupancy sensors, external 0 2 dimmers, etc.). 25133 CERTIFICATIONS&ISTINGS C us "3000K no air nor CCT, only decorative arm DIMENSIONS .. - -- -- ----- n I I '1 I d r i t I Frcr' A B C 0 Weight: EPA 29.12" 24.19' 14.25' 4.13" 25.0 lbs 1.0 ft, 704 mm 614 mm (362 mm) (105mm) (11.3 kg) MOUNTING OPTIONS 9 S i E -- G W. £^. ry RAh,m , ,art m"rerAnn -- -- �=-.� Accyoi oyer OD ": t,{• r _ lewn m:r.4`long. 'v 3, DDSlipFIEEE BackUiety __...... - - r , i dL Decorative AI m 1:1 b/S' Pr;2 2 +6' Ar l„stac e Knucir e i o; i "' b" 0,11D,'✓V31 hracki i ''2' EJL _JI: - - Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 • Phone: 800-345-4928 HUBBELL H HHELL Due to our continued efieits to improve our Pro acProductspecifications hons are subject to charge without notice. Lighting n g _ . J 2016 BEACON PROQJCTS. All Pognus Reserved• Fermory, ww.eacoroducts.comPriMe nUSA SPEC6,16 r mitted by Lighting Virginia -Central Catalog Number, ', Uf�L154NB-11:351 K/ 41QNVlFRA/5 k Typili 1.r Submitted aQAus LIGHTING: Job Name: WOODBROOK ELEMENTARY PSA Ll GH' VIRGINIA : tl•1t 15762 14131 13996 15356 15356 15627 15217 Notes: ' 2 0 3 0 3 0 2 0 4 0 4 0 4 0 AVIRG yRN M1. 2 0 1 LfdTFkAL Qt6 21740 ------ 80 ORDERING INFORMATION ORDERING EXAMPLE: VPU96NB-280/5K/T4/UNV/PCR-TUSF2/GENIXX/BLC/RA/BBT _ -- 1 ------------ 11PL VPL viper -large 16426-135 135W, 3K 3000K I I UNV 120-277V / BBT basic black textured LED array AK 4000K PCR -TL 7 pin HSS -90 house side 347V 347V 5000K BMT black matte textured BONB-180 18OW, twist lock shield 90 LED array sK 480V 480V receptacle I HSS -180 house side WHT white Textured 8ONB-235 235W, with photo shield 1 so, MBT metallic bronze textured LED array �iall control Bill backlight BZT bronze textured PCR -SC 7 pin twist control 96NB-220 220W, T1 type I lock recep DBT dark bronze textured LED array tacle with 1 1 : T2 type 11 GYS gray shorting smooth 96NB-280 280W, gMp7,e beaconnect with motion OPS dark platinum smooth LEO array T3 type III cap sensor p 2Pfldual power GNT green textured96NB-395 395% T4t1 e1V LED array feed M Dmotion dirriming detector MST metallic silver textured T5R type V, rectangular PCRU 7 pin twist : ock recep �I 1 1 • 1 MTT metallic titanium textured T50M type V, square facie OWI old world iron medfum 7RA rectangular arm for round T5W type V, round wide 1 > t 1. I 1 or square pole mount. RPA RAL - ncluded. optic FR front row auto GENI-XX3'S energeni SF2 2 3/8" OD slip -fitter BCW1•7 beaconnect PK2 2 3/8" adjustable knuckle VERIFY AD Decorative Arm with FINISH MOO ORnBRING INFDRMATION: When Diddling a frxtnre vvtfn fire moven defeetwn optaon iR7£f7@, please speeAy the universal mounting Slat appropuate leformatwn, i base satbngs are apeeifted 'Ala, ordering as sitovan If the exanlpfte below. RPA ordered separately r r 0 /MT UPL f at1bJ8 235 I uK T5tN i tJriM F M D F� WB wall rII o (use use with SF2 r rti t + "m 53 v Ei H4 ht r ,o tx A a Low t.eyel Moun n �I ft, 9 s g ( l or Pi SF2 standard Order Se araehr BACNEZ1RORtNGINFnwAATt N: W11et ordering a fixerevilth the 8eaconneri h6n9 conrooptions please apec'ity, the appropriate :group ana pent aTarmatlon. Pp esidet sit so sde sffionnabvnf li Catalog Description either the Bonmex tspe ,til oconnectsoftware, Paprope deadmorsoad wsPIvasev1 it t (must alswer one option below J I -pili site equines) €8 3 z •ant h ` n <tH su ori of+600' 395-.4923. These settin ,are s " Ivied in a,.ra a v act eau„ L F pep PP 4 ow''73. U 6^�Y. Groh `-7 i_ 'D nonaE t^e orde[in <as shown in tL`e'exaat Ito het .. Paros1 i 2.426': 55 / 5K, t ITN f u 6 t ..f 7 I R ._._ t o g v ASN7-U56-BCW Baaconn<� ftware loaded on USB flash ddva' ci So _ _ I yr Y 7 at Whet "F 254 -_ fflMD- Time aJx 11 tv 2551 - Dnur.n Ya iv OP}-< - rrou ttt . ttt t-2012` '- f Zonb D # 9 g ( r. l-- i 9 'vVindows based only) FxatnAle 7E'Er(72dN8-551,RtTbIONV,+3E5V-CiIBMa36M-50'C_-30F1116T fpr tl4nna r8a wRhu4�senaors to ttlegrnup { Y) ttons xalthe BvRoicednio o9t,^EngIpo TAtf242B ,I'°MT ASM -TABLET -BCW - Beaeonnect r" V'Jindoves TabI2C ' Mtae specfy group aril Zune lifennatio[ at [ Inc of Dieter. See US8 Radia ' Spec g-tn. deiwJ, o.mnn"g restt and mourtng h go . .4 oP tic only. " s e ifY Lora ft" the stood tl ano, exm le T.urotate, o s Lett airri ht 9 degroes Oesir nl.i nts Consortwum uafified. d 9 4 'kot availabi will; other conUol m�sensnro tiros, e p ° When or0aring c targenl_ speciLy into rout,he setting one (example GEN! k}l. See Eoergeni brochure and:nstructions for sening Consult DLC vrebsite for morn details: table and ophors. Not warrable with sensor options, htf p://Wvrrv.designlights.org/QPL 'Not a,, fable for 347V o- 4805 ,npuf. PHOTOMETRICS Type I Type II Type IV Type V Hound Wide Vi 96N6-280 K Ti 10D' VP L-962-280 Si 100' VIP -1 -960 -280 -5K -T4 wL VPL-96N8 28P8K T65'J loft• 75 25' 5' 5 25' 25' 75' 25' 25 25' 25 50 5 50' 25' 50' w' so so' 25' ' 20 25 25 5' v r5' r4� , s \\ 00 100' 2' f 6 : 25' 25' Zrc \ 25' - \\ fid' 50'71 S0' ue 50' 75'75 7r 75' ..:Sic. 100 too ,air sup 1 w' „ r Type V Rectangular Front Row Auto Optic /Type I Type 111 Type'J Square Medium VPA. 96N6 -280 -5K -FR 'JP-L-96NB-280-5K-T3 VP-L-96N8-28n-5K-T5QM UP-L-9626-280-SK-T5R inia' , W' IN, 100' VP -L-9626 0 5K-Tt 2Y 75' 25' �• 79 '` 25' 25, ]5'/, 25' 2s 25• 75' '� 2Y 5d zs So �a 25 'ao• zs a Ifo \ i5' /// ]5' `\ 25�tc C00' 25/' I/ �i0d 25 c sro., �J�10D 25 "f2 mo' ad 75 50 75 5F1� 75' .: x 75 /SU / 100' ✓ / l / 5k' Beacon Products 2041 58th Avenue Circle East Bradenton, FL 34203 Phone: 800-345-4928 xuesE��: 5j HUBBELL r � a ' tuft POOP. a. Li htin Due to our continued efforts to improve our products, educt specifications air, sub ect to change hoot not c, Du Lighting P ,P 1 9 P P _ :2316DEACON PRODUCTS, All Rights Reserved r more information vtsitourwebsk.vemi.beaconprodu tilt om • printed in USA. SPEC r/16 entral Job Name; WOODBROOK ELEMENTARY PERFORMANCE DATA 1 64 DRIVE CURRENT i SYSTEM 625 mA 136W DISTRIBUTIONTYPE FR(i1 T2 T4, T5QM 75R T5W Ill LUMENS 15922 14274 14137 15511 15511 15785 15372 1 li 116 104 103 113 1134 115 112 8 2 3 3 2 4 4 U 0 0 0 0 0 0 0 G: 1 3 3 4 2 4 2 tl•1t 15762 14131 13996 15356 15356 15627 15217 115 103 102 112 112 114 111 ' 2 0 3 0 3 0 2 0 4 0 4 0 4 0 111 1 13534 1I IT 99 M1. 2 0 1 3 12133 1 89 ------ 80 3 0 3 3 12017 88 --- 20 3 0 3 3 13184 1 96 847 2 0 3 2 13184 96 v siuu, o-o:r: r, , p 3 0 2 4 13417 98 .f 4 0 4 2 13067 95 ' 2 4 0 2 80 700 MA i • 18OW FR i1 21132 117 2 0 2 20322 11 3 2 0 2 17447 97 2 0 2 T2 1 888 8 1 3 D 4 1.699 05 8 10 4 3 0 1 r 4 64x5 89 3 1 0 3 T3 T4 18700 20571 104 3 0 3 18513 114 3 0 4 20365 103 3 0 113 3 0 3 15895 I 88 4 17485 97 3 3 0 3 0 3 T5QM 20571 114 4 0 2 20365 113 4 0 2 1 17485 97 4 0 1 2 T5R 20944 116 4 0 4 1 20733 115 4 0 4 1 17803 99 4 0 1 4 T5W 20290 113 57 0 3 20088 112 5 0 3 1 17065 95 4 0 1 2 80 i 96 875 mA 700 0 235W I 22 W 0 FRIT1 1 24866 106 2 0 2 24615 105 2 0 2 21136 90 2 0 2 T2 23070 98 3 0 4 22839 97 3 0 4 19609 1 83 3 0 4 T3 21947 93 3 0 4 21725 92 3 0 4 18655 79 3 0 3 T4 24360 103 3 0 4 24028 102 3 0 5 20632 1 88 `s D 4 T50M 23138 98 4 0 2 22905 97 4 0 2 19667 84 4 0 2 T5R 24779 105 5 0 5 24541 104 5 0 5 21070 90 4 0 4 T5W F 1 RR 24175 -- - - 2535 8 103 5 0 3 23931 -------- - -------------- - 11 2 0 2 2 104 3 5 702 5 0 --- 112 2 0 3 20548-- 87 ------- 2 21554 96 5 ---- 2 0-- 3 -- --- 0 7_ T2 22665 101 3 0 4 22438 100 3 0 4 1926586 3 0 4 T3 22440 100 3 0 4 22216 99 3 0 4 19134 8 6 3 0 3 T4 24685 110 3 Q 5 24438 109 3 0 5 20982 9-. 3 0 4 T50M 24685 110 4 0 2 24438 982 94 109 4 0 2P23264 4 0 2 T5R 25133 112 5 0 5 24882 r 111 0 5363 96 4 0 4 T5W 24349 1 9 5 0 0 3 24106 108 5 0 803 3 93 5 0 3 96 875 PITA 280 W Ff�t 29839 106 3 0 2 29541 105 3 0 2363 90 2 0 2 T2 27369 98 4 0 5 27096 97 4 0 5 83 3 0 4 T3 26336 93 3 0 4 26073 92 3 0 4 22365 79 3 0 1 4 T4 29128 102 3 0 5 28837 103 3 0 5 24759 88 3 0_5 -- T5QM '28889 103 5 0 3 28601 --t 102 5 1 0 j 3 24556 -88 -4 02 T5R 29184 105 5 0 5 28893 104 5 0 5 24809 89 5 0 5 T5W 29010 102 5 0 4 28720 101 5 0 4 24263 86 5 T 0 3 96 i i 1225mA l i 395 W FRIT1 39653 101 3 0 2 39260 100 3 0 2 33371 85 3 Q 2 T2 35997 91 4 0 5 3.,G 641 90 4 0 5 30295 77 4 0 5 T3 35840 91 4 1 0 1 5 35485 90 4 0 5 30162 77 3 1 4 T4 35455 90 3 0 5 35104 89 3 0 5 29839 76 3 0 4 T00 1 o8388 97 r 0 3 38008 96 1 5 D 3 32306 82 50 2 T5R 39117 99 5 0 2 5 387.,0 98 5 0 5 32921 83 5 C 0 , T5W 36984 93 5 0 4 3628 93 5 0 4 31049 79 5 D 4 Lumen values are from photometric fes+s performed in accordance with IESNA LM -79-08. Data is considered to be representative of the configurations shown. Actual performance may differ as a result of end-userenvironment and application, Beacon Products • 2041 58th Avenue Circle East Bradencon, FL 34203 e Phone.800-345- 4928 useeu`, HUBBELL Due 10 our continued efforts to improve o❑r products, product specifications are subject t Chan esJ'dhout notice. � Lightinghtin g CO 701 6 DEACON PPpCUCTS, NI nReserved =Formora information visit our webse: www.beaconpradueis.com •Printed in USA SPEC 6116 Submitted by Lighting „Q04 s LliGHT11 VIRGINIA ELECTRICAL DATA �l11TtTT7: entral Job Name: WOODBROOK ELEMENTARY PROJECTED LUMEN MAINTENANCE t Projected put ESNA TM -21 -11 Data references in extrapolated performance projections fof the 7OOmA base model in a 25'C unable th, hasps sit 10,000 hours of LFD tsdrig per EST)A LIA-80-08, AWIENT LUMEN 'T Use here factors to determine relative lurnen TEMPEIRATURE�l MULTIPLIER output for average ambient temperatures from °C 0 .32 F 1.02 10'C 50'Fil-o,,odl 20 1 1•t. 480 03 80 2 700 120 180 1.5 X47 480 0.5 4 ------ 80 -------�'------- 2 875 --- 20 ---- --- 235 ---- 2.0 847 0.7 LL. 0 0 v siuu, o-o:r: r, , p -ow . l T ,o 480 - .f 5 f 96 ' 2 700 120 277 220 1.8 0.8 347 0.6 ------- -------- ------- - 480 00 ---.�_ Y 2,.3a L� 120 2 @90° 2.3 96 2 875 277 280 1.0 347 4&0 0.8 .6 96 1 2 1225 120 277 355 _ 13 �4 347 480 .1 .8 PROJECTED LUMEN MAINTENANCE t Projected put ESNA TM -21 -11 Data references in extrapolated performance projections fof the 7OOmA base model in a 25'C unable th, hasps sit 10,000 hours of LFD tsdrig per EST)A LIA-80-08, AWIENT LUMEN 'T Use here factors to determine relative lurnen TEMPEIRATURE�l MULTIPLIER output for average ambient temperatures from °C 0 .32 F 1.02 10'C 50'Fil-o,,odl 1.01 20'C , i1.0 l M 25'C 77'F.0 O 40'C 86'F 98 40'C 104`F DRILL PATTERN EPA Compatitile,oint Pole dr l raftern 33 l M TT y LLL O W oto h- U) j rr H W 11 F m LL. 0 0 v siuu, o-o:r: r, , p -ow . l T ,o W .f 1 1 o- 3 i2° � 0 2 (D F75i8'... M a OD 1 00 Y 2,.3a L� �4 2 @90° 1.36 <:, e .: f""- >I- 3 C 90` I 2.2 z f I1Cr �in f i u - a 0 Z W O C E I A• rn ,i - g <. 2 @ 180° 2 'z1 4 � 90' 2.2 z5'Paeon poie -- Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 • Phone: 800-345-4928 HUBBELL FtUHHELL, r, e Lighting Due to our continued efforts to improve our Products, roductspecifications air, sub'ect to change notice. r t F , P1 9-.:. " 9 9 Cr .2616 BEACON PRODUCTS :AI Rights Re;erved • For more information vitil ur ue life' rywd.beacon roductsons •Printed in OSA SPEC n!16 Submitted by Lighting Virginia -Central T Aire: Job Name; LIGHTING WOODBROOK ELEMENTARY 5�n 1t < t cO TP E, r - s•-,:tEE be =t one, ".don a oest , + fron-, r - _ r r.. z.a! icatri<, f ,r ::-i t Iz d 'f i d� F +1J,'i ! 9Ei"` , 7 au e '0 t 4 � c f . 17 34 ztrF3 ort .i t =holo e9 � 3 / 9 9 l ? bo fear • 'o < e looted *rc%-! hr9h ,;licit h four alloy corrfc. inti o � 3 M F> r � r . 3 t fi".L 1✓ Grade ri Wittl Litt C:irntllTt yield -,f.en th )•f 4., ..�il 0..,1, (=<�'1 s 1 q Each Y PC, •.n'tJ eve a h'n le: t t tr -_ 1t' h IonOitctd:nai wa€c and •min to square 'n .,rG o sectisn. B=ase_ F :t 'rhe base plate, is fabricated iron: a structural quality not rolled carbon steel plate that meets or eice eda JxS fab' A-36 v✓ite: a mun rnum field CIF SIe r rt r f "F 0 c r v - . _ t , 1 a 1.00. psi. ...:�, ?>a•�e ulat x tr>.ir�a ,o ,r=s f:c• •vole :>ir t e; r r, t t.t <, • - - v'• r c--„ - ,<, base . a# < n S t ,u,-li nf. re itiriE .e3 t-,3 [u,,a :d L.r>tforn Tf.. F.a. e 51. e 3 Ht. F- F F has ,totted Dolt hoot 3 t:.. i ie.t< ,.,,ir- 8" - A:'e:nfnrc.e:e, hand heir• hvint :a nen !?' - _ :uta , � L' v ,enirto �nii} t e v+sfczRec't 7 aLnv hr; ease `talc• r - � F r r> r" - 3 i e t 6 - �I[ h:; pufe:> � yard !In_E_ . v.:r and attaching hardwatc is Included with each hand hose assembly. A ground ,up will be worded either on the hand hole frame or on the inside or the Pete opposlte 'tire ?rand 'none depending ort The design, washer r3oho Anchor nous are Fabricated from e. cemrneroia.i quahty not reflect carbon steel bar that rneeha or exceeds mintnum yield slVength of 55.000 ;>si Anchor bons, are s;ced ecocad ng to c ach Pirie d'erei fn and :ane rurnlsheld wuh 2 g3 [i .nire`d heavy hex nuts and 2 Ja•Ya- n{zed flat washons Anchor bolts shear be galvanized a minimum of,'." on the threaded c;nd in accordancewith ASTM A. :S3. Anchor bels ,alt• sh•o e'✓atr the vies Unless otherwise s Jecifled. PfAe Or PTO BE DRII I Ii FOR FOUR BEACON VIPER "Dilli Each pole will be side dr,ned with a rernovabl2ole cap or nave a 2-3/03' 010, X. 4." tenon to other sizes is-- lb! , - p p( \Pf ,t..3tr• r All sit:l� r . = tt e, Welding t . - J stirs e- oo �e htah - st t•,�alit" air d eer#or:nod b An:e`ncalt b i e f<_ dm. Set,r c,erifiec eveJcers conforming to U ie la e.>t versi r Y 0 Y .. ort of the; - a -' V -n +.- _ma:,irI FINISH TO MATCH SEA DARD C CON STAN FINISHES .AL3 ole Mounting r, r n I t n t b -x..kets and eEatfcn-ns are- fun-rtsh ;d vvrih a coat;: . f .-`r reit ` f` 3r n,... - P 8 c ga otth. delicto/71.1., .r, actor) raain;ed, pc•.vuer xate:J or not- el a .iz�d h dip y to AS -I'M ter f1 723 C✓tiscanenco;,ts hartf`,ntare 'o•'ili be gaJ`d2niied to /i> 3 M . 16T crte'r.r ;rntEh coat:nrJs are a✓r,li- a?ai,c by rep, hN nchor Bolt. i } } Solt Cir Cie Prolet,tlaD I,R - vt��th 11 - , uf Slotted i '7_4` l sit .e. 5` 4_ ald tin tri ant ora. c 8trs`nt€'y> , i I'1t:•e5 -_! ! -€..r s;cris of harmorde, vihrs tlo:;, ,shish 33ay cepa. s. 5D t tui l footinev, + :o uft ami`a p Wre gage' Detail ahair, ler s d r n t!u a a v t i sa ,., rre#sA .Fss,ar:t.xtT the ofna.fa rsE of-..atlet!. I 00 IF= 8 924-7049 .y -,r . ' .. :... Pr. o:ri•.;al. E.ue Pa3e rse�,.,5 ..tc not ,c c7 irn r-. am variant tFce co �^^: r v' � i . i, i . nr � o f teat ,r r tl t s.t r t, e r order J ! f :n promote o„crhe ro4uc:'rr r n, and &I vv: `or mater z ava!lataiit . F F Y � I n 1 n 1 � I .•. 1 .. I --. I .� I n I � n I .� 1 � � 7- O l M TT y LLL O W oto h- U) _ rr H W 11 F m LL. 0 0 Q N0N of W J W 2E o- LU W (D M a OD 1 7- O l M TT y LLL O W oto h- U) _ T W H W 11 F m LL. 0 0 Q N0N of W N< LL W 2E o- LU W (D RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, Virginia 23320 (757)622-2828 _,,,NLTH o G �f O A tit/, H C I W01.14 y 11/21/16 w APE AR SHEET L3.20"' J O O W U) W 2E Q z_ LU W (D W OD 00 mW C)Gig O� O Lu Q U 0 Z W O Q a SHEET L3.20"'