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SDP201400020 Plan - Approved 2014-05-05
2 M L J 2 F E C 0 2 0 011" "I 141FAF PROJECT NARRATIVE VICINITY MAP SCALE: 1 " =500' THE OWNER IS PROPOSING THE CONSTRUCTION OF A 10,400 SQUARE FOOT Bt ILDING WITH PRIVATE UTILITY EXTENTIONS. NECESSARY GRADING AND EROSION CONTROL WILL BE PERFORMED. ALBEMARLE COUNTY GENERAL 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 UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). PROFFERS PURSUENT TO SECTION 33.3 OF THE ALBEMARLE COUNTY ZONING ORDINANCE, THE OWNER, OR ITS DULY AUTHORIZED AGENT HEREBY VOLUNTARILY PROFFERS THE CONDITIONS LISTED BELOW WHICH SHALL BE APPLIED TO THE PROPERTY, IF REZONED. THESE CONDITIONS ARE PROFFERED AS A PART OF THE REQUESTED REZONING AND IT IS AGREED THAT (1) THE REZONING ITSELF GIVES RISE TO THE NEED OF THE CONDITIONS; AND (2) SUCH CONDITIONS HAVE A REASONABLE RELATION TO THE REZONING REQUESTED. 1. THE FOLLOWING USES SHALL BE PROHIBITED: 22.2.1.a.3 DEPARTMENT STORE. 22.2.1.a.7 FURNITURE AND HOME APPLIANCES (SALES AND SERVICE). 22.2.1.b.22 AUTOMOBILE, TRUCK REPAIR SHOP EXCLUDING BODY SHOP. 24.2.1.2 AUTOMOBILE, TRUCK REPAIR SHOP. 24.2.1.4 BUILDING MATERIALS SALES. 24.2.1.9 FACTORY OUTLET SALES - CLOTHING AND FABRIC. 24.2.1.20 HOTELS, MOTELS AND INNS. 24.2.1.24 MODULAR BUILDING SALES. 24.2.1.25 MOTOR VEHICLE SALES, SERVICE AND RENTAL. 24.2.1.32 SALE OF MAJOR RECREATIONAL EQUIPMENT AND VEHICLES. 24.2.1.34 WHOLESALE DISTRIBUTION. 2. DEVELOPMENT OF THE PROPERTY SHALL BE IN ACCORDANCE WITH THE PLAN TITLED "AV/ON STREET RETAIL DEVELOPMENT" INITIALED WDF, 3/27/96. GRADE BREAK STATION CERTIFICATION: THIS "70POGRAPHIC SURI EY OF TAX MAP #77 -47A" WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF HOWARD L. VANCE, L. S. FROM AN ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION, THAT THE IMAGERY AND /OR ORIGINAL DATA WAS OBTAINED ON DECEMBER 18, 201,3,• AND THAT THIS PLAT, MAP, OR DIGITAL GEOSPATIAL DATA INCLUDING METADATA MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED. SCOTTSVILLE DISTRICT ALBEMARLE COUNTY, VIRGINIA SHEET INDEX ABBREVIATIONS AHFH ARROW HEAD TOP OF C1 COVER ENDWALL RR RAILROAD FIRE HYDRANT C2 EXISTING CONDITIONS & ESC PH. I PLAN RYS REAR YARD SETBACK C3 LAYOUT & UTILITY PLAN APPROXIMATE FDN FOUNDATION SAN C4 GRADING & ESC PH. II PLAN ASPHALT FF FINISHED FLOOR SBL C5 ESC NOTES BC BOTTOM OF CURB FG FINISH GRADE SD C6 ESC DETAILS BIT BITUMINOUS IGBE GRADE BREAK STATION SECT C7 SITE DETAILS BLDG BUILDING GBS GRADE BREAK ELEVATION SE C8 LANDSCAPE PLAN BLK BLOCK HOA HOMEOWNERS ASSOCIATION SS L1 (LIGHTING PLAN BM BENCHMARK HPT HIGH POINT SSE L2 (LIGHTING DETAILS BVCE BEGIN VERT. CURVE STA. HSD HEADLIGHT SIGHT DISTANCE STA LE- GEND BVCS BEGIN VERT. CURVE ELEV. INTX INTERSECTION EX. INTRMDT. CONTOUR BW PROP. INTRMDT. CONTOUR INVERT ¢° EX. INDEX CONTOUR' �w� PROP. INDEX CONTOUR IRON PIN EX. SPOT ELEVATION( 35.55 � -35.05 PROP. SPOT ELEVATION gT 1n�1 a._ EX. WATER LINE CMP PROP. WATER LINE 8" WL TBR EX. SANITARY SEWER 8" SAN PROP. SANITARY SEWER 1c:''i4.t EX. STORM PIPE COR PROP. STORM PIPE m ...... ... ...... _.,. EX. EDGE OF PAVEMIENT DBL PROP. EDGE OF PAVEMENT MINIMUM BUILDING LINE TRANS EX. BUILDING DEFLECTION PROP. BUILDING TW A.. EX. CONCRETE '_. ; :::::• ::'::.: PROP. CONCRETE TYPICAL EX. PAVEMENT =�'������ =��11' PROP. ASPHALT PAVEMENT VIRGINIA DEPARTMENT OF DE DRAINAGE EASEMENT PUE (STANDARD /HEAVY DUTY) EX. GRAVEL ELECTRIC PROP. GRAVEL PAVEMENT REPLACEMENT ELEV PROP. PAVERS RADIUS VSD VERTICAL SIGHT DISTANCE EX. POWER POLE RT PROP. POWER POLE WEST BOUND LANE EX. SANITARY SEWER MANHOLE O PROP. SANITARY SEWER MANHOLE ? a EX. STORM SEWER MANHOLE REQD SIGN co CLEANOUT WM WATER METER f EX. LIGHT POLE N PROP. GATE VALVE WATER LINE REDUCER w BLOW -OFF VALVE EX. TELEPHONE BENCHMARK x T._ ----- - -.- EX. GAS LINE G PROP. GAS LINE :?L U - ....... EX. OVERHEAD CABLE OHU PROP. OVERHEAD CABLE v-..'. EX. FENCE P PROP. UNDERGRND POWER LINE EX. TREE LINE X PROP. FENCE ADJOINING PROPERTY LINE PROP. TREE LINE EXISTING ROAD MONUMENTS - - SITE PROPERTY LINE WETLAND AREA ® INLET PROTECTION ----- RMA - - -- RESOURCE MANAGEMENT AREA ----- RPA - - -- RESOURCE PROTECTION AREA ABBREVIATIONS AHFH ARROW HEAD TOP OF EW ENDWALL RR RAILROAD FIRE HYDRANT EXIST EXISTING RYS REAR YARD SETBACK APPROX APPROXIMATE FDN FOUNDATION SAN SANITARY ASPH ASPHALT FF FINISHED FLOOR SBL SOUTH BOUND LANE BC BOTTOM OF CURB FG FINISH GRADE SD STORM DRAIN BIT BITUMINOUS IGBE GRADE BREAK STATION SECT SECTION BLDG BUILDING GBS GRADE BREAK ELEVATION SE SLOPE EASEMENT BLK BLOCK HOA HOMEOWNERS ASSOCIATION SS SANITARY SEWER BM BENCHMARK HPT HIGH POINT SSE SANITARY SEWER EASEMENT BVCE BEGIN VERT. CURVE STA. HSD HEADLIGHT SIGHT DISTANCE STA STATION BVCS BEGIN VERT. CURVE ELEV. INTX INTERSECTION STD STANDARD BW BOTTOM OF WALL INV INVERT STO STORAGE CB CINDER BLOCK IP IRON PIN SYS SIDE YARD SETBACK C &G CURB & GUTTER LT LEFT TBM TEMPORARY BENCHMARK CMP CORRUGATED METAL PIPE LVC LENGTH OF VERTICAL CURVE TBR TO BE REMOVED CONC CONCRETE MH MANHOLE TC TOP OF CURB COR CORNER MIN MINIMUM TEL TELEPHONE DBL DOUBLE MBL MINIMUM BUILDING LINE TRANS TRANSFORMER DEFL DEFLECTION MON MONUMENT TW TOP OF WALL DI DROP INLET NBL NORTH BOUND LANE TYP TYPICAL DIA DIAMETER PROP PROPOSED VDOT VIRGINIA DEPARTMENT OF DE DRAINAGE EASEMENT PUE PUBLIC UTILITY EASEMENT TRANSPORTATION ELEC ELECTRIC PVMT PAVEMENT VERT VERTICAL ELEV ELEVATION R RADIUS VSD VERTICAL SIGHT DISTANCE ENTR ENTRANCE RT RIGHT WBL WEST BOUND LANE EP EDGE OF PAVEMENT R.O.W. RIGHT OF WAY YD YARD EVCE END VERT. CURVE STA, REQD REQUIRED EVCS END VERT. CURVE ELEV. RR RAILROAD APPROVALS Department Date Department of Community Development Planner /Zoning Engineer Inspections Department of Fire Rescue Albemarle County Service Authority Virginia Department of Transportation Health Department GENERAL NOTES SITE ADDRESS: MILL CREEK DRIVE AND AVON STREET CHARLOTTESVILLE, VA 1. OWNER: BLAKELEY & .JENNIFER GREENHALGH DEVELOPER: TRIANGLE SERVICES AGENT: BALZER & ASSOCIATES, INC. 636 PARK STREET 2903 N. AUGUSTA STREET 1561 COMMERCE ROAD CHARLOTTESVIILLE VA, 22902 STAUNTON, VA 24401 SUITE 401 PHONE: 540 - 885 -5181 VERONA, VA 24482 FAX: 540 - 885 -7177 PHONE: 540 - 248 -3220 CONTACT: PETER WRAY FAX: 540 - 248 -3221 CONTACT: KENT O'DONOHUE, LA 2. PARCEL INFORMATION TMP: 77 -47A DB 3798, PG 109 ZONING: PLANNED DEVELOPMENT - SHOPPING CEN: ER (PD -SC) & ENTRANCE CORRIDOR (EC) CURRENT USE: VACANT PROPOSED USE: COMMERCIAL ADJACENT LAND USE(S): COMMERCIAL SITE AREA: 0.733 ACRES DISTURBED AREA: 0.79 ACRES EXISTING IMPERVIOUS AREA = 0.00 ACRES (0 %) PROPOSED IMPERVIOUS AREA = 0.56 ACRES (777) 3. SETBACKS: FRONT = 30' SIDE = 0' REAR = 0' 4. BUILDING FOOTPRINT = 10,400 SQ. FT. (7,500 SQ. FT. OF RETAIL) BUILDING CONSTRUCTION( = TYPE II -B NO. OF STORIES = 1 BUILDING HEIGHT = 30 FT NOT SPRINKLED 5. STORMWATER MANAGEMENT: PREVIOUSLY PROPOSED STORMWATER BUILDOUT OF PROPERTY `(I '80% IMPERVIOUS AREA - CURRENTLY PROPOSED STORMWATER BUILDOUT OF PROPERTY IS 77% IMPERVIOUS AREA 4 WATER QUALITY /QUANTITY: SITE IS LESS THAN 1 ACRE. 6. WATER: PUBLIC SEWER: PUBLIC 7. PARKING REQ'D: 4.75 SPACES PER 1,000 SQ. FT. = 10,400 SQ. FT. /1000 = 10.4 X 4.75 = 49 SPACES (SITE) 4.75 SPACES PER 1,000 SQ. FT. = 46,596 SQ. FT. /1000 = 46.6 X 4.75 = 221 SPACES (SHOPPING CENTER) 270 TOTAL SPACES REQ'D PARKING PROVIDED: 34 SPACES (INCL. 2 H.C. SPACES) ON SITE 300 SPACES (INCL. 8 H.C. SPACES) ON SHOPPING CENTER PROPERTY 334 TOTAL SPACES PROV'D LOADING SPACES REQ'D: 1 SPACE PER 8,000 SCI. FT. OF RETAIL LOADING SPACES PROV'D: 1 SPACE 8. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE LOCATION OF EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON! THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL, ON HIS INITIATIVE AND AT NO EXTRA COST, HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR FROM THE PRESENCE OF SUCH PIPE OR OTHER OBSTRUCTIONS OR FROM ANY DELAY DUE TO THE REMOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. CONTACT "MISS UTILITY" OF CENTRAL VA TOLL FREE 811. 9. CROSS CONNECTION AND BACKFLOW VALVE SHALL BE INSTALLED TO IBC CODE. AN APPROVED REDUCED PRESSURE DEVICE SHALL BE INSTALLED ON THE MAIN WATER SERVICE TO THE BUILDING. AN APPROVED BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED ON THE IRRIGATION SYSTEM IF APPLICABLE. 10. ALL UTILITY LINES SUCH AS ELECTRIC, TELEPHONE, AND CATV, OR OTHER SIMILAR LINES SHALL BE INSTALLED UNDERGROUND. THIS SHALL APPLY TO LINES SERVING INDIVIDUAL SITES AS WELL AS TO UTILITY LINES WITHIN THE PROJECT. 11. NO GRAVE SITES WERE OBSERVED DURING THE SURVEY OF THE SUBJECT PROPERTY CONTAINED WITHIN THE LIMITS OF THIS PLAN. 15. PROPERTY IS LOCATED IN FEMA DEFINED ZONE 'X'. COMMUNITY PANEL NO: 51003 C 0288 D - EFFECTIVE DATE: FEB. 4, 2005. 16. TOTAL PAVED PARKING & VEHICULAR CIRCULATION; AREA = 11,626 SQ. FT. INTERIOR PARKING LOT LANDSCAPING REQUIRED = 5% OF 11,626 SQ. FT. PARKING LOT = 581 SQ. FT. INTERIOR PARKING LOT LANDSCAPING PROVIDED = 600 SQ. FT. 17. TOTAL SITE AREA = 31,913 SQ. FT. (0.73 AC) TREE CANOPY AREA REQUIRED = 10% OF 31,913 SQ. FT. = 3,191 SQ. FT. TREE CANOPY AREA PROVIDED = 3,276 SQ. FT. 18. THE SITE IS NOT LOCATED IN A RESERVOIR WATERSHED. 16. SOURCE DATA: SURVEY BY BALZER & ASSOCIATES, INC, DECEMBER 18, 2013 HORIZONTAL REFERENCE IS FROM DB:1815 PG:284 VERTICAL REFERENCE IS ASSUMED ' . � I g Fe- ' 11 � REFLECTING TOMORROW www.balzer.cc N New River Valley Richmond Roanoke Shenandoah Valley RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING M LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS Balzer and Associates, Inc. L 1561 Commerce Road Suite 401 Verona, VA 24482 540 - 248 -3220 FAX 540 -248 -3221 K Cr"D-Kent g pF VIA Donohue, Jr.9 0406001683 E A R G�ti .J W Q F 0 W O� U (On . J V :2 a W W O U DRAWN BY DESIGNED BY CHECKED BY DATE 02 -21 C SCALE C REVISIONS: 05 -05 -2014 •r Y > � J 0 � W -I W _I U) Q I- LL Q O: Z O U DKO DKO ERB -2014 N/A SHEET NO. JOB NO. S1300029 Z T L K I Is E C l A ESC PHASE I SEQUENCE OF CONSTRUCTION: 1. CLEAR ENTRANCE AND INSTALL GRAVEL CONSTRUCTION ENTRANCE. DURING WET WEATHER CONDITIONS, DRIVERS OF CONSTRUCTION VEHICLES SHALL BE REQUIRED TO WASH THEIR WHEELS BEFORE ENTERING HIGHWAY. 2. SAW CUT EXISTING PAVEMENT & INSTALL SAFETY FENCE AND TEMPORARY DIVERSION AS SHOWN ON PLANS. 3. INSTALL TREE PROTECTION AS SHOWN ON PLANS. 4. INSTALL INLET PROTECTION TO EXISTING GRATE AS SHOWN ON PLANS. NOTE: INLET PROTECTION, SILT FENCE, AND DIVERSION DIKES SHALL BE INSTALLED AS INDICATED ON PLANS BEFORE ANY DISTURBANCE BEGINS. 5. REFER TO ESC PHASE II PLANS. ESC LEGEND TEMPORARY STONE 3.02 CONSTRUCTION CE ENTRANCE 3.05 SILT FENCE SF 3.07 STORM DRAIN INLET PROTECTION @IP 3.09 TEMPORARY DD DIVERSION DIKE 3.38 TREE PRESERVATION & PROTECTION T P LEGEND: T.B.R. = TO BE REMOVED EX. SLOPES OF 25% OR GRE =ATER SURVErNOTES: 1. THERE /5 A VARIABLE WIDT 1 ACCESS EASEMENT FROM MILL CREEK DRIVE TO SERVE THE SUBJECT PARCEL AS DEFINED BY THE AS -BUILT TRAVELWAYS AS SHOWN ON PLAT RECORDED AT DEED BOOK 1815, PAGE-J01 2 OTHER THAN AS INDICATED; ALL EASEMENTS ARE AS SHOWN ON PLAT RECORDED AT DEED BOOK 181 _� PAGE.-284. 20 0 20 40 60 SCALE: 1 " = 20' ,� 3 ", X' , . . ll. _ Y . . . . . . 11,1 -.._ 11 ,_. -,._ „µ.,.1,_,„ rW... .`___, ,:,«m„_.,. ........ .. 1 ,._. - - , i "I ", .: 1111• �-- C{- 1111 d , , . -er- , , �v e„e 1111, ,_._.,,_.... . �.»,. 11,11_ , '-r ,b. .... _ ..... :'1111... . R4 : , , n + p�( % ,,9 1 i 1f 9. X Ff i,$ I 'i fi,. trr - - P` t.': '" �A Ji 2:_ e. } -.. Ccfgl`hla. , . M i w. t £,,a / Sri ,'r #f,? B �: /, -, _a.r',. 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II I PAVEMENT I, 1.._,,. pa 11 I , ' 1 , I i a I I t ," , ) , . . ?I,l ;t" `I - - - a. s,n f'> s1r I ,:a F ae fr t , I f 4 Y R , , st � 7 f € I tt I It I I 1y €54 I i- �i,- II I } I ':ti11 , 4i' d (} >.9 sP i IL IK IJ Cpl ❑C IA LEGEND B CONCRETE BUMPER BLOCK (SEE DETAIL, SHEET C7) C CONCRETE SIDEWALK (SEE DETAIL, SHEET C7) —w__O ELECTRICAL SERVICE CONNECTION H HANDICAP ACCESSIBLE PARKING & SIGN (SEE DETAILS, SHEET C7) SHOE BOX STYLE LIGHT (SEE SHEET L1 & L2) T CONCRETE COMPACTOR & LOADING PAD (SEE DETAIL, SHEET C7) CONCRETE COMPACTOR & LOADING PAD U (SEE DETAIL, SHEET C7) R� DOMESTIC SERVICE METER (SEE DETAIL, SHEET C7) X ALBEMARLE COUNTY SERVICE AUTHORITY UTILITY CONTR. EXISTING 1" WATER LINE (PVC) U IBEM LE COUNTY SERVICE AUTHORITY EXISTING CONNECTION BY PLUMBER ABT 6" POLYDRAIN TRENCH DRAIN OR EQUAL TR (TRAFFIC RATED WITH HEEL PROOF GRATE) PROP. STANDARD O (SEE DETAIL, SHT. C7) O STANDARD DUTY CONC. (SEE DETAIL, SHT. C7) O HEAVY DUTY CONC. PROP. STANDARD DUTY ASPHALT (SEE DETAIL, SHT. C7) PROP. STANDARD DUTY CONC. (SEE DETAIL, SHT. C7) PROP. HEAVY DUTY CONC. (SEE DETAIL, SHT. C7) CG -6 (WET) CG -6 (DRY) NOTES: 1) CONTRACTOR TO FIELD VERIFY EX. WATERLINE LOCATION & SIZE TO DETERMINE PROPER METER CONN. & CAPPING OF EX. LINE. 2) CONTR. TO FIELD VERIFY EX. SANITARY LATERAL LOCATION & DEPTH TO DETERMINE PROPER VERTICAL AND HORIZONTAL CONN. FOR BUILDING & CAPING OF EX. LINE. 3) CONTR. TO FIELD VERIFY ALL EX. IRRIGATION LINES, METERS, & VALVES FOR RELOCATION OR ADJUSTMENTS AS NEEDED. 4) CONTR. TO RELOCATE EX. DI -1 TO PROPOSED LOCATION. EXTEND EX. HDPE TO NEW LOCATION. FILL DI -1 WITH CONC. TO INVERT OUT ELEVATION. 5) CD -2 UNDERDRAINS SHALL BE 4" MIN. HDPE ® 1 % MIN. SLOPE. TRENCH DRAINS SHALL BE 6" MIN. ® 1 % MIN. SLOPE. CD -2 UNDERDRAINS & TRENCH DRAINS SHALL CONN. TO PROPOSED 8" HDPE VIA WYE CONNECTION. ALL CLEANOUTS SHALL BE TRAFFIC RATED. 6) ALL ROOF LEADERS ARE TO CONNECT TO UNDERGROUND STORM SEWER SYSTEM. SEE ARCH. PLANS FOR LOCATION OF DOWN— SPOUTS. 7) VISIBILITY OF ALL MECH. EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 8) COMPACTOR SHALL NOT EXCEED THE HEIGHT OF THE SCREEN WALL. 9) ALL CURB RADII ARE 5' UNLESS INDICATED OTHERWISE. 20 0 20 40 60 off--off--m iW!!!!%iiiiiiii SCALE: 1 " = 20 ' �j � Z Q 4' MAX. SEGM raf F1. (120' R. 0. W.) 0 REFLECTING TOMORROW www.balzer.cc New River Valley Richmond Roanoke Shenandoah Valley RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS &,STREAM EVALUATIONS Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540 - 248 -3220 FAX 540 - 248 -3221 1 ' "D. Kent O'Donohue, Jr.9 Lie. No. 0408001883 Y� 05 -05 -2014 d � ti scAPEx,'0 _Iw 0 0 Y Qw w O-i U J J 02 (D Z Q 0- J_ F_ D 06 F_ D O Q J U ry U) D J J 0 I- 0 FA C� J IY LU m J a O D O U DRAWN BY DKO DESIGNED BY DKO CHECKED BY ERB DATE 02 -21 -2014 SCALE1 pt — 20' REVISIONS: 05 -05 -2014 SHEET NO. C 3 will IL Fil I:I IF IL Le ESC PRASE 2 SEQUENCE OF CONSTRUCTION: 1) FOLLOWING INSTALLATION OF PHASE 1 ESC MEASURES AND REMOVAL OF EXISTING FEATURES, GRADING MAY COMMENCE. 2) COMMENCE CLEARING AND EARTHWORK. SEED EXPOSED AREAS PROMPTLY. ONCE BUILDING PAD REACHES THE APPROPRIATE ELEVATION, BUILDING CONSTRUCTION CAN BEGIN. 3) INSTALLATION OF SITE UTILITES SHALL BE COMPLETED. INLET PROTECTION SHALL BE INSTALLED ON PROPOSED INLETS AND SITE WATER SHALL BE CONVEYED TO THE INLETS. NOTE: REMOVAL OF INLET PROTECTION ON EX. DI -1 SHALL NOT OCCUR UNTIL APPROVAL BY THE PROJECT ENGINEER AND LOCAL OFFICIALS. 4) COMMENCE CURB CONSTRUCTION. INSTALLATION OF SIDEWALKS MAY BE INSTALLED AT THIS TIME. 5) COMPLETE REMAINING EARTHWORK TO SUBGRADE ELEVATIONS. GEOTECHNICAL ENGINEER TO EVALUATE SUBGRADE SOILS. 6) PLACE AGGREGATE BASE MATERIAL UPON APPROVAL BY GEOTECHNICAL ENGINEER. 7) REMOVE CONTRUCTION ENTRANCE AND, DIVERSIONS AND INSTALL ASPHALT. PLACE TOPSOIL. SEED ALL EARTH AREAS PROMPTLY. 8) AFTER FINAL STABILIZATION IS ACHIEVED, INLET PROTECTION MAY BE REMOVED. 9) UPON COMPLETION AND APPROVAL BY THE PROJECT ENGINEER AND LOCAL OFFICIALS THE AREA MUST BE RESTORED TO ITS ORIGINAL CONDITION. ALL ESC MEASURES ARE TO BE REMOVED FROM THE SITE, UNLESS OTHERWISE DIRECTED BY THE PROJECT ENGINEER OR LOCAL OFFICIAL. GRADING NOTES: 1. REMOVE TREES, SHRUBS, GRASS, AND OTHER VEGETATION, IMPROVEMENTS OR OBSTRUCTIONS AS REQUIRED TO PERMIT INSTALLATION OF NEW CONSTRUCTION. REMOVE TREES AND OTHER VEGETATION, INCLUDING STUMPS AND ROOTS, COMPLETELY IN AREAS REQUIRED FOR SUBSEQUENT SEEDING. CUT OFF TREES AND STUMPS IN AREAS TO RECEIVE FILL MORE THAN THREE FEET IN DEPTH TO WITHIN EIGHT INCHES OF THE ORIGINAL GROUND SURFACE. 2. BARRICADE OPEN EXCAVATIONS OCCURRING AS PART OF THIS WORK AND OPERATE WARNING LIGHTS AS RECOMMENDED BY AUTHORITIES HAVING JURISDICTION. 3. CUT SURFACE UNDER PAVEMENTS TO COMPLY WITH CROSS SECTIONS, ELEVATIONS, AND GRADES AS INDICATED. 4. EXCAVATE TRENCHES TO UNIFORM WIDTH CONFORMING TO VDOT STANDARD PB -1 FOR STORM DRAINAGE PIPING. 5. PREVENT SURFACE WATER AND SUBSURFACE OR GROUND WATER FROM FLOWING INTO EXCAVATIONS AND FROM FLOODING PROJECT SITE AND SURROUNDING AREA. DO NOT ALLOW' WATER TO ACCUMULATE IN EXCAVATIONS. REMOVE WATER TO PREVENT SOFTENING OF r7UNDATION BOTTOMS, UNDERCUTTING FOOTINGS, AND SOIL CHANGES DETRIMENTAL TO STABILITY OF SUBGRADES AND FOUNDATIONS. CONVEY WATER WHEN ATMOSPHERIC TEMPERATURE IS LESS THEN 35 -F (1 "C). 6. PROTECT EXCAVATED BOTTOMS OF ALL FOOTINGS AND TRENCHES AGAINST FREEZING WHEN ATMOSPHERIC TEMPERATURE IS LESS THEN 357 (1'C). 7. FINISH LAWN AREAS TO WITHIN ONE IINCH ABOVE OR BELOW REQUIRED SUBGRADE ELEVATIONS. SHAPE SURFACE UNDER WALKS AND PAVEMENTS TO LINE, GRADE, AND CROSS SECTION, WITH NOT MORE THAN 1/2" ABOVE OR BELOW REQUIRED SUBGRADE ELEVATION. 8. PROTECT GRADED AREAS FROM TRAFFIC AND EROSION. REPAIR AREAS WHICH HAVE SETTLED, ERODED, OR BECOME DAMAGED DUE TO CONSTRUCTION ACTIVITIES AT NO ADDITIONAL COST TO OWNER. 9. SPREAD TOPSOIL TO A DEPTH OF 4" OVER ALL DISTURBED AREAS NOT RECEIVING WALKS, PAVEMENT, WALLS OR BUILDING, INCLUDING TRENCHES. IMMEDIATELY FOLLOWING PLACEMENT OF TOPSOIL, DISK THE ENTIRE TOPSOILED AREA AND RAKE FREE OF STONES AND DEBRIS OVER 1/2" IN ANY DIMENSION. PROVIDE A FINISHED SURFACE FREE OF DEPRESSIONS OR HIGH SPOTS. SEED IMMEDIATELY. 10. FINISH GRADE AROUND ALL BUILDINGS SHALL BE A MINIMUM OF 8" BELOW FINISHED FLOOR ELEVATIONS. 11. PROVIDE A MINIMUM OF 5% SLOPE FOR A DISTANCE OF 10' AWAY FROM ALL BUILDINGS FOR POSITIVE DRAINAGE. 12. ALL SIDEWALKS SHALL CONFORM TO DADA REQUIREMENTS WITH A MAXIMUM SLOPE OF 5% AND A MAXIMUM CROSS SLOPE OF 1:48. ESC LEGEND TEMPORARY STONE 3.02 CONSTRUCTION CE ENTRANCE 3.03 CONSTRUCTION ROAD STABILIZATION 9 CRS ( 3.05 SILT FENCE SF 3.07 STORM DRAIN INLET PROTECTION P 3.09 TEMPORARY D D DIVERSION DIKE 3.30 TOPSOILING T� TEMPORARY 3.31 SEEDING TS 3.32 PERMANENT D SEEDING 3.35 MULCHING M U 3.38 TREE PRESERVATION & PROTECTION T P w _ W L O 11t I F� 4 ° '1, G r 1 � jjj 3 I �z.TV I i BW49 2:F I 1 i rfi � r 49:2. I ,s ! „ d �a I � w 4 s,. I � I I I i y TW449 ' BW49z , ` TI tf`! � t ?fp W. F� � TY A IM D I N fi r .. s it r <' I K I 1 � DISTURQA NICE � MILL CREEK DRIVE (120' R. 0. HI) ' 488 35 ♦ 488.35 _ 44f .;. 1.-- -- ..-.___ 1 1 Ma DKO DESIGNED BY DKO CHECKED BY Vllk DATE 02 -21 -2014 SCALE1" =20' LIIYIIIJ VI VIJI VI \L1/'\1 \VL. 4 J AI DI Al Al Al Al REFLECTING TOMORROW www.balzer.cc New River Valley Richmond Roanoke Shenandoah Valley RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540 - 248 -3220 FAX 540 - 248 -3221 (D—Kent O'Donohue, fr.a No. 0406001663 r, -05 -2014 ti Ag�� J �LU Y QW W O� U J J 02 V ICI WAMI 1W 0- �U �/ ) W W Z 0 I Z I— (D U U W � .J W J m U) Q �LL O O F- Z O U DRAWN BY DKO DESIGNED BY DKO CHECKED BY ERB DATE 02 -21 -2014 SCALE1" =20' REVISIONS: 05 -05 -2014 SHEET NO. C 4 JOB NO. S1300029 REFLECTING TOMORROW www.balzer.cc New River Valley Richmond Roanoke Shenandoah Valley RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540 - 248 -3220 FAX 540 - 248 -3221 - -- -� T H 0 1 P "D. Kent O'Donohue, Jr.''' r, Lie. No. 0408001883 F, 05 -05 -2014 ' - P E A g c 1 J JW CLL Li O-i J J 0M (D U) W O Z `U^ V ) W i U � W C_n � Q J _I W m w F- LL 0 Z O U DRAWN BY DKO DESIGNED BY DKO CHECKED BY 4ViAC50 -30 -40 MINIMUM STANDARDS Erosion Control Narrative 10. MAINTENANCE: 13. General Notes REVISIONS: A VESCP must be consistent with the following criteria, techniques and methods: 05 -05 -2014 A. Unless otherwise indicated, all vegetative and structural erosion and sediment control practices 3.02 - Temporary Construction Entrance will be constructed and maintained according to minimum standards and specifications of the O 1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site. Temporary soil 1. PROJECT DESCRIPTION: The purpose of this project is to construct a 10, 400 sq. ft. Goodwill building with utility extensions and The entrance shall be maintained in a condition which will prevent tracking or flow of mud onto Virginia Erosion and Sediment Control Handbook (VESCH) and Virginia Regulations 4VAC50 -30 0 stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain dormant (undisturbed) for longer than 14 days. Permanent required parking. The total subject property area is 0.73 acres. The total area of disturbance is 0.73 rights-of-way. public This may require periodic top dressing with additional stone or the washing and reworking of existing stone as conditions demand and repair and /or cleanout of any structures Erosion and Sediment Control Regulations. stabilization shall be applied to areas that are to be left dormant for more than one year. acres. used to trap sediment. All materials spilled, dropped, washed or traced from vehicles onto B. The County of Albemarle shall be notified one week prior to the pre- construction conference, one 2. During construction of the project, soil stock piles shall be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary 2. EXISTING SITE CONDITIONS: roadways or into storm drains must be removed immediately. The use of water trucks to remove week prior to the commencement of land disturbing activity, and one week prior to final inspection. protection and permanent stabilization of all soil stockpiles on site as well as soil intentionally transported from the project site. Current) the site topography consists of a 5% slope with stormwater run -off sheet flowing from the Y p 9 materials dropped, washed, or tracked onto roadways will not be permitted under any circumstances. C. All erosion and sediment control measures will be constructed prior to or as the first step in 3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established hillsides to an existing storm structure along the northeast property line. All runoff is directed to an existing SWM Pond for the site development. Existing slopes range from 4% to 50 %. Existing 3.03 - Construction Road Stabilization clearing and grading. g• N until a ground cover is achieved that, in the opinion of the local program administrator or his designated agent, is uniform, mature enough to survive and will inhibit erosion. ground cover consists of short grass. Both temporary and permanent roads and parking areas may require periodic top dressing with new D. A copy of the approved erosion and sediment control plan shall be maintained on the site at all N 4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land- disturbing 3. ADJACENT AREAS: gravel. Seeded areas adjacent to the roads and parking areas should be checked periodically to times. activity and shall be made functional before upslope land disturbance takes place. The property is located within a planned commercial development and is bordered to the north and ensure that a vigorous stand of vegetation is maintained. Roadside ditches and other drainage structures should be checked regularly to ensure that they do not become clogged with silt or other E. Prior to commencing land disturbing activities in areas other than indicated on these plans 5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. east by existing developed commercial lots. The west property line follows Avon Street and the south property line follows Mill Creek Drive. debris. (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 6. Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by trap or basin. 4. OFF -SITE AREAS: 3.05 - Silt Fence Barrier a. Silt fences shall be inspected immediately after each rainfall and at least daily during authority. a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage areas less than three There are no off site areas proposed. If a borrow or waste site is needed, it shall be a permitted prolonged rainfall. Any required repairs shall be made immediately. F. The Contractor is responsible for installation of any additional erosion control measures necessary M acres. b. Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin. the erosion control site. to prevent erosion and sedimentation as determined by the County of Albemarle. M minimum storage capacity of a sediment basin shall be 134 cubic years per acre of drainage area. the outfall system shall, at a minimum, maintain the structural 5 SOILS: b. Close attention shall be paid to the repair of damaged silt fence resulting from end runs and integrity of the basin during a twenty -five year storm of 24 -hour duration. runoff coefficients used in runoff calculations shall correspond to a bare earth condition or . Soils within the project area originally consist of the following: undercutting. G. All disturbed areas are to drain to approved sediment control measures at all times during land those conditions expected to exist while the sediment basin is utilized. 636: Orange silt loams, 2 to 7% slopes (88% of site) c. Should the fabric on a silt fence decompose or become ineffective prior to the end of the disturbing activities and during site development until final stabilization is achieved. 7. Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding excessively within one year of permanent 32C: Fluvanna silt loam, 7 to 15% slopes (12% of site) However, due to previous development of the site this soil profiles may not be accurate. expected usable life and the barrier still be necessary, the fabric shall be replaced promptly. H. During de- watering operations, water will be pumped into an approved filtering device. stabilization shall be provided with additional slope stabilizing measures until the problem is corrected. d. Sediment deposits should be removed after each storm event. They must be removed when I. The Contractor shall inspect all erosion control measures periodically and after each run -off 8. Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain structure. 6. CRITICAL AREAS: Existing grades on the south & west corner of the site are a 2H:1 V slope. Care must be taken to deposits reach approximately one -half the height of the barrier. producing ainfall event. An necessary repairs or cleanup to maintain the effectiveness of the g Y ry p p L L erosion control devices shall be made immediately. 9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. minimize erosion of this slope by limiting disturbance to proposed work only & use of soil stabilization 3.07 - Storm Drain Inlet Protection blankets & matting per section 3.36 of the VESCH as needed. a. The structure shall be inspected after each rain and repairs made as needed. J. The County of Albemarle shall make a continuing review and evaluation of the effectiveness of the 10. All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance system without first being 7. EROSION AND SEDIMENT CONTROL MEASURES: b. Sediment shall be removed and the trap restored to its original dimensions when the erosion control program. The approved erosion and sediment control plan may be amended by the approving authority if on -site inspection indicates that the approved control measures are not filtered or otherwise treated to remove sediment. Unless otherwise indicated, all vegetative and structural erosion and sediment control practices shall sediment has accumulated to one half the design depth of the trap. Removed sediment shall effective in controlling erosion and sedimentation or if because of changed circumstances, the 11. Before newt constructed stormwater conveyance channels are made operational, adequate outlet protection and an required temporary or permanent channel lining Y y q p Y q p ry p g be constructed and maintained according to minimum standards and specifications of the Virginia Erosion & Sediment Control Handbook (VESCH). The miniimum standards of the VESCH shall be be deposited in a suitable area and in such a manner that it will not erode. approved plan cannot be carried out. . shall be installed in both the conveyance channel and receiving channel. adhered to unless otherwise waived or approved by a variance. The following measures are c. Structures shall be removed and the area stabilized when the remaining drainage area has K. Properties and right -of -way adjoining the site shall be kept clean of mud or silt carried from the site K 12. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest proposed: been properly stabilized. by vehicular traffic or runoff. K extent possible during construction. Nonerodible material shall be used for construction of causeways and cofferdams. Earthen fill may be used for these structures if armored by nonerodible cover materials. 3.02 - Temporary Construction Entrance p ry 3.09 - Temporary Diversion Dike L. All construction traffic shall enter and exit the site via the construction entrance. A stone pad, located at points of vehicular ingress and egress on a construction site, to reduce the The measure shall be inspected after every storm and repairs made to the dike, flow channel, outlet 13. When a live watercourse must be crossed by construction vehicles more than twice in any six -month period, a temporary stream crossing constructed of nonerodible soil transported onto public roads and other paved areas. Temporary construction entrance(s) shall or sediment trapping facility, as necessary. Once every two weeks, whether a storm event has M. All pavement areas shall be stabilized with base stone within 30 days of final grading. material shall be provided. be installed as indicated on the tans. p occurred or not, the measure shall be inspected and repairs made if needed. Damages caused by construction traffic or other activity must be repaired before the end of each working day. N. Contractor shall locate and verify the location of all utilities prior to beginning construction. 14. All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met. 3.03 - Construction Road Stabilization Temporary stabilization, with 2" min. of 21A stone, of traffic areas right after grading to reduce 3.32 - Permanent Seeding 0. The Contractor shall notify "Miss Utility" before beginning any excavation or utility work (811). J 15. The bed and banks of a watercourse shall be stabilized immediately after work in the watercourse is completed. erosion by vehicles during wet weather, and to prevent having to regrade traffic areas between In general, a stand of vegetation cannot be determined to be fully established until it has been J initial grading and final stabilization. maintained for one full year after planting. 16. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria: a. No more than 500 linear feet of trench may be opened atone time. 3.05 - Silt Fence Barrier Irrigation: New seedings should be supplied with adequate moisture. Supply water as needed, b. Excavated material shall be placed on the uphill side of trenches. Silt fence sediment barriers will be installed down -slope of disturbed areas to filter sediment -laden especially late in the season, in abnormally hot or dry weather, or on adverse sites. VVater c. Effluent from dewatering operations shall be filtered or passed through an approved sediment - trapping device, or both, and discharged in a manner that does not runoff from sheet flow as indicated on this sheet. application rates should be controlled to prevent excessive runoff. Inadequate amounts of water adversely affect flowing streams or off -site property. 3 -Storm Drain Inlet Protection may be more harmful than no water. d. Material used for backlling trenches shall be properly compacted in order to minimize erosion and promote stabilization. f e. Re- stabilization shall be accomplished in accordance with these regulations. .07 To prevent sediment from entering storm drainage systems prior to permanent stabilization of the Re- seeding: Inspect seeded areas for failure and make necessary repairs and re- seedings within f. Applicable safety regulations shall be complied with. disturbed area. the same season, if possible. I a. If vegetative cover is inadequate to prevent rill erosion, over -seed and fertilize in accordance 17. Where construction vehicle access routes intersect paved public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto the 3.09 - Temporary Diversion Dike Used to divert off -site runoff from disturbed areas. with soil test results. b. If a stand has less than 40% cover, re- evaluate choice of plant materials and quantities of paved surface. Where sediment is transported onto a public road surface, the road shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. 3.30 - Topsoiling lime and fertilizer. The soil must be tested to determine if acidity or nutrient imbalances are This provision shall apply to individual subdivision lots as well as to larger land- disturbing activities. Topsoil will be stripped from areas to be graded and stockpiled for later use. Stockpiles shall be responsible. Re- establish the stand following seedbed preparation and seeding recommendations. 18. All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, stabilized with temporary seeding, 3.31. H unless otherwise authorized by the VESCP authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be 3.31 Temporary Seeding Fertilization: Cool season grasses should begin to be fertilized 90 days after planting ensure H permanently stabilized to prevent further erosion and sedimentation. Establishment of temporary vegetative cover on disturbed areas that will not be brought to final in nt proper stand and density. Warm season fertilization should begin at 30 days after planting. Apply maintenance levels of fertilizer as determined by soil test. In the absence of a soil test, fertilization 19. Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and damage due to increases in volume, velocity and grade for 30 days to a year. Temporary seeding shall be as follows: should be as follows: peak flow rate of stormwater runoff for the stated frequency storm of 24 -hour duration in accordance wiith the following standards and criteria. Stream restoration and Date Species lbs. ac. relocation projects that incorporate natural channel design concepts are not man -made channels and shall be exempt from any flow rate capacity and velocity per requirements for natural or man -made channels: Sept. 1 - Feb. 15 50/50 mix annual ryegrass & winter rye 50 -100 Cool Season Grasses: 4 lbs. Nitrogen (N), 1 lb. Phosphorus (P), 2 lbs. Potash (K) per 1000 ft.2 per Y ear a. Concentrated stormwater runoff leaving a development site shall be discharged directly into an adequate natural or man -made receiving channel, pipe or storm sewer Feb. 16 - Apr. 30 annual r e rass 60 -100 p Y g ° 75 /o of the total requirements should be applied between Sept. 1 and Dec. 31 st. The balance G system. for those sites where runoff is discharged into a pipe or pipe system, downstream stability analyses at the outfall of the pipe or pipe system shall be performed. G should be applied during the remainder of the year. More than 1 lb. of soluble nitrogen per 1000 ft.2 b. Adequacy of all channels and pipes shall be verified in the following manner: May 1 - Aug. 31 german millet 50 should not be applied at any one time. 1.1. The applicant shall demonstrate that the total drainage are to the point of analysis within the channel is one hundred times greater than the contributing drainage Note: Alternate seeding per VESCH, Table 3.31 -C. 9 p 3.35 Mulching area of the project in question; or All mulches and soil coverings should be inspected periodically (particularly after rainstorms) to 1.2. (a) Natural channels shall be analyzed by the use of a two -year storm to verify that stormwater will not overtop channel banks nor cause erosion of channel bed or 3.32 - Permanent Seedin g Establishment of perennial vegetative cover by planting seed on rough -grade areas that will not be check for erosion. Where erosion is observed in mulched areas, additional mulch should be applied. Nets and mats should be inspected after rainstorms for dislocation or failure.. If washouts banks; and (b) All previously constructed man -made channels shall be analyzed by the use of a ten -year storm to verify that stormwater will not overtop its banks and by the at final grade for over a ear. Permanent seeding shall be as follows: g Y g breakage occur, re- install netting or matting as necessary after repairing damage the slope or F use of a two -year storm to demonstrate that stormwater will not cause erosion of channel bell or banks; and General Slope (3:1 or flatter) lbs. per ac. di ditch. Inspections should take place up until grasses are firmly established. Where miulch is used in i F (c) Pipes and storm sewer systems shall be analyzed by the use of a ten -year storm to verify that stormwater will be contained within the pipe or system. kentucky 31 fescue 128 conjunction with ornamental plantings, inspect periodically throughout the year to determine if mulch is maintaining coverage of the soil surface; repair as needed. Application rate = 2 tons per acre. All c. If existing natural receiving channels or previously constructed man -made channels or pipes are not adequate, the applicant shall: red top grass 2 seasonal nurse crop (table below) 20 mulching shall be anchored in place. 1.1. Improve the channel to a condition where a ten -year storm will not overtop the banks and a two -!year storm will not cause erosion to the channel bed or banks; or Total = 150 11. MANAGEMENT STRATEGIES 1.2. Improve the pipe or pipe system to a condition where the ten -year storm is contained with the appurtenances; or 1.3. Develop a site design that will not cause the pre - development peak runoff rate from a two -year storm to increase when runoff outfalls into a natural channel or will Low M Slope (3:1 or steeper) lbs. ac. A. Construction will be sequenced so that grading operations can begin and end as quiickly as not cause the development peak runoff rate from a ten -year storm to increase when runoff outfallis into a man -made channel; or per y 3 kentucky possible. 1.4. Provide a combination of channel improvement, stormwater detention or other measures which its satisfactory to the VESCP authority to prevent downstream red top grass 2 B. Sediment trapping measures will be installed as a first step in grading and will be seeded and E erosion. seasonal nurse crop (table below) 20 mulched immediately following installation. E crow nvetch 20 d. The applicant shall provide evidence of permission to make the improvements. Total = 150 C. Temporary seeding or other stabilization will follow immediately after grading. Stabiilization for all e. All hydrologic analysts shall be based on the existing watershed characteristics and the ultimate development of the subject project. Seasonal Nurse Crop: critical areas will consist of EC -2 lining. f. If the applicant chooses an option that includes stormwater detention he shall obtain approval from the VESCP of a plan for maintenance of the detention facilities. the Date Speciies annual Mar. 1 -May 15 annual rye D. Areas which are not to be disturbed will be clearly marked by flags, signs, etc. plan shall set forth the maintenance requirements of the facility and the person responsible for performing the maintenance. May 16 - Aug. 5 it millet Y g E. The job superintendent shall be responsible for the installation and maintenance of all erosion and D g. Outfall from a detention facility shall be discharged to a receiving channel, and energy dissipators shall be placed at the outfall of all detention facilities as necessary to Aug. 16 - Oct. 31 annual rye Nov. 1 -Feb. 29 wintelr rye sediment control practices. D provide a stabilized transition from the facility to the receiving channel. F. After achieving adequate stabilization, the temporary erosion controls will be cleaned up and h. All on -site channels must be verified to be adequate. 3.35 - Mulching Application of plant residues or other suitable material to disturbed areas to prevent erosion and removed. I. Increased volumes of sheet flows that may cause erosion or sedimentation on adjacent property shall be diverted to a stable outlet, adequate channel, pipe or pipe provides insulation from heat and cold. reduce overland flow velocities. Fosters plant growth and Applied to seeded areas or disturbed areas that cannot be seeded due to the season. system, or to a detention facility. j. In applying these stormwater runoff criteria, individual lots or parcels in a residential, commercial or industrial development shall not be considered to be separate 3.38 - Tree Preservation & Protection Protection of desirable trees from mechanical and other injury during land disturbing and C development project. instead, the development, as a whole, shall be considered to be a single development project. hydrologic arameters that reflect the ultimate p p J p g p p J p construction activity. C development condition shall be used in all engineering calculations. k. All measures used to protect properties and waterways shall be employed in a manner which minimizes impacts on the physical, chemical and biological integrity of PERMANENT STABILIZATION: 8. All areas disturbed by construction shall be stabilized with (permanent seeding and /or sodding rivers, streams and other waters of the state. immediately following finish grading in accordance with the plans. Seeding shall be done according I. Any plan approved prior to July 1, 2014, that provides for stormwater management that addresses any flow rate capacity and velocity requirements for natural or to VESCH Standards & Specifications 3.32. Erosion control blankets will be installed over fill slopes a V or steeper which have been brought to final grade and have been seeded to protect the slopes o prof man-made man -made channels shall satisfy the flow rate capacity and velocity requirements for natural or man -made channels if the practices are designed to (1) detain the water from rill and gully erosion and allow seed to germinate properly. Cut slopes of or steeper steeper quality volume and to release it over 48 hours; (ii) detain and release over a 24 -hour period the expected rainfall resulting from the one year, 24 -hour storm; and (iii) shall have surface roughening performed according to VESCH Standards &Specifications B reduce the allowable peak flow rate resulting from the 1.5, 2, and 10 -year, 24 -hour storms to a levell that is less than or equal to the peak flow rate from the site relatively ly flat areas. In all ll Surface Roughening. Mulch (straw or fiber) will be used on relative seeding B assuming it was in a good forested condition, achieved through multiplication of the forested peak fllow rate by a reduction factor that is equal to the runoff volume from operations, seed, fertilizer and lime (if required per soils report) will applied prior mulching. the site when it was in a good forested condition divided by the runoff volume from the site in its proposed condition, and shall be exempt from any flow rate capacity and velocity requirements for natural or man -made channels as defined in any regulations promulgated pursuant to § 10.1 -562 or 10.1 -570 of the Act. 9. STORMWATER MANAGEMENT: Stormwater management measures for run -off quantity are addressed by a detention basin within the m. For plans approved on and after July 1, 2014, the flow rate capacity and velocity requirements of § 10.1 -561 A of the Act and this subsection shall be greater development project. The amount of proposed impervious area does not exceed the amount satisfied by compliance with water quantity requirements in the Stormwater Management Act (§ 10.1 -603.2 et seq. of the Code of Virginia) and attendant previously planned within the site limits, therefor further waiter quantity measures are not required. regulations, unless such land- disturbing activities are in accordance with 4VAC50 -60 -48 of the Virginia Stormwater Management Program (VSMP) Permit A Regulations. Water Quality will be achieved by purchasing credits. A n. Compliance with the water quantity minimum standards set out in 4VAC50 -60 -66 of the Virginia Stormwater Management Program (VSMP) Permit Regulations shall be deemed to satisfy the requirements of Minimum Standard 19. 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 17 1 18 1 19 20 1 21 REFLECTING TOMORROW www.balzer.cc New River Valley Richmond Roanoke Shenandoah Valley RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540 - 248 -3220 FAX 540 - 248 -3221 - -- -� T H 0 1 P "D. Kent O'Donohue, Jr.''' r, Lie. No. 0408001883 F, 05 -05 -2014 ' - P E A g c 1 J JW CLL Li O-i J J 0M (D U) W O Z `U^ V ) W i U � W C_n � Q J _I W m w F- LL 0 Z O U DRAWN BY DKO DESIGNED BY DKO CHECKED BY ERB DATE 02 -21 -2014 SCALE N/A REVISIONS: 05 -05 -2014 SHEET NO. C5 JOB NO. S1300029 L J G F D GRA VEL AND WIRE MESH DROP INLET SEDIMENT FIL TER 18" MIN. RUINOFF WATER WITH SEDIMENT I 4 SPECIFIC APPLICATION GRAVEL *(12 "MIN. DEPTH) � u C i THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED, BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. * GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. SOURCE: VA. DSWC ?3IONF_ 70' Yft tiONST KUCTIOf ACrC LSS -.1 V, SV— fi AS I (ALT 7qt COURSE I PA` FNIFNT a �,--6" t,1!N, 21A i1tiORtt_`0AIE tT.+SE PROFILE 70' MW. STONE CONIG UC (ION ASPI IALT PAVEID A,CCES S '01ASH Egli; K EXISPNC l 257. r --- 12' F,' IN,' _ POSITIVIT DPAINAGF +h!US EXTEND FULI WIt3"T, TrJ SE`�I'�'ENT OF INGRESS AND EGRESS TRAPPING ,D 'f'f VI( F OPERA71ON PLA1 SECTION A -A AAG 1GL A tililtititttiu Water� tap of 1 hich 111USt be installed mit11 a ltlillllrmmn l uich %allco cl S 1111toffNralve sm1 ?p) :lil; a Nvash lit se `vith a clia111etef of 1,5 niches foi- ade(pote constant presswe. Wash water lausf be canned awai" fi -olit the enh -ance to all a1�1�i'ctit'et1 �ettlilt< t1t��� t��► I1+sn10tr� �etililitilt A11 �etli�Iyeslt :Mall 13E' j�i�ct�ettt�+<l fc�:jtrt etrterfliI2 stolY11 draitis. ditches or wat- ercom'seg PAVED WASH RACK NO SCALE PLATE. 3.07 -2 TABLE 3.35 -A ORGANIC MULCH MATERIALS AND APPLICATION RATES RATES: MULCHES: NOTES. Per Acre Per 1000 sq. ft. Straw or Hay IN - 2 tons 70 - 90 lbs. Free from weeds and coarse ERB (Minimum 2 DATE 02 -21 -2014 matter. Must be anchored. SCALE tons for Spread with mulch blower REVISIONS: winter cover) or by hand. Fiber Mulch Minimum 35 lbs. Do not use as mulch for 1500 lbs. winter cover or during hot, dry periods.* Apply as slurry. Corn Stalks 4 - 6 tons 185 - 275 lbs. Cut or shredded in 4 -6" lengths. Air - dried. Do not use in fine turf areas. Apply with mulch blower or by hand. Wood Chips 4 - 6 tons 185 - 275 lbs. Free of coarse matter. Air - dried. Treat with 12 lbs nitrogen per ton. Do not use in fine turf areas. Apply with mulch blower, chip handler, or by hand. Bark Chips 50 - 70 cu. 1 -2 cu. yds. Free of coarse matter. Air - or yds. dried. Do not use in fine Shredded turf areas. Apply with Bark mulch blower, chip handler, or by hand. * When fiber mulch is the only available mulch during periods when straw should be used, apply at a minimum rate of 2000 lbs. /ac. or 45 lbs. /1000 sq. ft. CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4 "X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6' MAX. FLOW � 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. G r G 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. r� r G FLOW f1:511 --- II SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) n FLOW I _ Ilia POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control,VA. DSWC PLATE. 3.05 -2 Sherwood and Wyant DRIP LINE (PROTECTIVE DEVICE MAXIMUM LIMITS OF CLEARING AND GRADING A PROPOSED GRADING w n �r MIN. 5' 1011 Nr WHERE DRIPLINE IS LESS THAN 5' CONSTRUCTION OPERATIONS RELATIVE TO THE LOCATION OF PROTECTED TREES Source:: Public Facilities Manual, Vol. III, Fairfax Co., Va., 1976 Plate 3.38 -1 STONE CONSTRUCTION ENTRANCE 70' MIN. FILTER CLOTH 6" MIN. I Al SIDE ELEVATION ��1(►��l�I�d7�1�P.i% V Liu I ttl COURSE AGGREGATE * MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION B I IU SEDIMENT TRAPPING DEVICE PLAN VIEW EXISTING PAVEMENT 5:1 MOUNTABLE BERM (OPTIONAL) T 10' MIN. EXISTING PAVEMENT 10' MIN. SECTION A -A REINFORCED CONCRETE SECTION B -B DRAIN SPACE SOURCE: ADAPTED from 1983 Maryland Slandards for Soil erosion and Sediment Control, and Va. DSWC TEMPORAR Y DIVERSION DIKE Comnaefed Soil SOURCE: VA. DSWC Plate 3.02 -1 PLATE 3.09 -1 TO 11 � REFLECTING TOMORROW www.balzer.cc N New River Valley Richmond Roanoke Shenandoah Valley RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING M LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS Balzer and Associates, Inc. L 1561 Commerce Road Suite 401 Verona, VA 24482 540 - 248 -3220 FAX 540 - 248 -3221 K - _r iH -Op-- — - t "D. Kent O'Donohue, Jr.�- r, Lie. No. 0408001683 'Y 05 -05 -2014 V ' PE ARC J W cr- F QLu 0" J J 0� F2 U) J Q W 0 U U) W LJ F- W U) J � Q J � J W U) Q LL 0 L0 U) r Z) 0 D DRAWN BY DKO DESIGNED BY DKO CHECKED BY ERB DATE 02 -21 -2014 C SCALE N/A REVISIONS: 05 -05 -2014 0 SHEET N0. A JOB N0. S 1300029 L J W L C 14. ' .':..:'•, •:.' 111° ��� 11� ,Ir €€ f— r•. .�•�..' gI1� . 0 �f�1 110...811 �II �3 •7 •'A . L tP a f"�A 1l� "14 1' -0" .... COMBINATION UNDERDRAIN CD -2 ON FILLS CENTER LINE SECTION (WITH TYPE 1 SELECT MATERIAL) TRENCH PLACEMENT ae-- PAVEMENT SURFACE & BASE a a° o 0 0 0 o a SUBBASE o °o ° -o° - 6 .0 - 0 -o °- ? 6 —°o6 °• 606 ""*"""'5ELECT MATERIAL TYPE I OR I #57 AGGREGATE, #8 AGGREGATE OR CRUSHED GE0IEXTILE GLASS MEETING M8 GRADATION REQUIREMENTS. DRAINAGE 1' 0" FABRIC OR / F6— PAVEMENT SURFACE & BASE 0 o z+ o a —g—oo 0 0 SUBBASE OR CEMENT STABILIZED SUBBASE o • o • o : o - o • o - o - SELECT MATERIAL TYPE E OR SUBGRADE o • 0 • 0 • o (CEMENT OR LIME STABILIZED) AGGREGATE, #8 AGGREGATE OR CRUSHED GEOTEXTILE GLASS MEETING #8 GRADATION REQUIREMENTS. TYPE OF PIPE CRUSHING STRENGTH CD -2 �FL LIMITS OF PAY FOR ( OUTLET PIPE TOP OF GUT C04c � -• 1 0.163 Ey(-12 �"''' TOE OF FILL WITHIN STATE MAINTAINED DITC (TYPICAL) _ T11 SHOULDER LINE SCALE LINE *STONE BASE IS NOT REQUIRED BE CONSTRUCTED PARALLEL TO THE SLOPE I _ _ EDGE OF PAVEMENT Roanoke BUT MAY BE BID AS AN ALTERNATE. TRAVEL LANES -1- - -- �- — - — - — - --- - I I J EDGE OF PAVEMENT 1 AND CURB AND GUTTER CONTRACTOR SHOULDER LINE RESIDENTIAL LAND DEVELOPMENT ENGINEERING EW YPICAI ) ►-� 1 TOE OF FILL LAND USE PLANNING & ZONING LIMITS OF PAY FOR M OUTLET PIPE PLAN VIEW SHOWING PLACEMENT OF CD -2 UNDERDRAIN NON- PERFORATED OUTLET PIPE TYPE OF PIPE CRUSHING STRENGTH X W T 4„ NOM, DIAMETERI X W.T. 1 6" NOM. DIAMETER SMOOTH WALL PVC % / / / / / / / / / / / / / / / / / / / % / / / / /Ail � -• 1 0.163 CHECKED BY SMOOTH WALL PE WITHIN STATE MAINTAINED 70 PSI 3EX 70 PSI iExx X WALL THICKNESS (MIN) - INCHES X)(3< TESTED ACCORDING TO ASTM 0-2412 AT 5X DEFLECTION. DRAINAGE 1 GENERAL NOTES 1. TRENCH SHALL BE FILED WITH AGGREOATE AND THROUGHLY HAND TAMPED TO INSURE COMPACTNESS. APPROACH SLAB PAVEMENT 2, OUTLET 'PIPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 X MIN. I= DESIRADLE) GRADE, BRIDGE �..� —• �— SUBBASE 3. ON CURB AND GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE — CD -2 OUTLETS FOR UNDERDRAINS, THEY ARE TO BE LOCATED SO AS TO DRAIN INTO DROP CD -2 PL-a--4 INLETS OR MANHOLES. S YO SITE NO 2iBB(8 "MIN. MATERIAL YPE 4. ON SUPERELEVATED SECTIONS, TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PIPE ON LOW SIDE ONLY. S. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF T -0" ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. PLACEMENT OF CD-2 UNDERDRAIN AT 6. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ARE TO BRIDGE APPROACH SLABS BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. 7, OUTLET PIPE TO BE SECURELY CONNECTED TO EW-120R OTHER DRAINAGE STRUCTURE, SPECIFICATION STANDARD COMBINATION UNDERDRAIN ZvoRfl REFERENCE ROAD AND BRI 231 (AT GRADE SAGS AND BRIDGE APPROACHES) REVISION DATE 501 701 VIRGINIA DEPARTMENT OF TRANSPORTATION MASONRY WALL SEE ARCH. PLANS kr1 +�11^IITEI°'�;1�111I =2I a¢ FINISH GRADE SEE CIVIL 1 t1 L © GATE OPENING W/ (2) #4's CONT. CONIC. COMPACTOR & LOADING PAD DETAIL N.T.S. r ,r; SEWER SERVICE LATERAL, CC)NI JEC]10tJ N10IFS: I 'Al IFP F SIWFR S f-, R VI C;F IAIt - RA.I (ONh II-'r5 I A tAAPHOi F AND I10 )NVrPT Flf" '1TIC`7?I r()R Tali srM,licr L ^T RAI IS M11C "1 A1Ff :) TP{F 1OI rz f:()T9 Pl F° AIIUN (F 1HF SFF ?`'IC'F IAII RAl Pll °h SfIAI I HI At r I A�)I 0 Ii! 1IFR 1HAN Trill C0f' r t1 ;`JtJ} f JFVAIiOhi t7r 111E 1F1F= Lnm,51 1,!PF cni,mF {!r -!) 10 r=1r. NIAN14tNI. 2, SFNFP LATERALS, _TM`F'F;D IN10 AN FXISTINCi 5F:'1FP MAIN SIAU_ BF r 0t1I II'=( 1I D USINI(i A PIP!- 4= SAIN)I F. x, NIINIMUNIA (,RARE, TOR 5•I "A'I. a S!iR'JK E (_0NtJF(, I10 J SILA.II. PE 245 0/4 PFn F001 ) i 4. "MI I.ATEfdAL` SHAIA HAVF A h QTP,. fv', COVI -P U1At%I1 1 F R 2' MIN {•I S. Ella, `•IVfI R IJOFRAf `i SHAI_t {IAVIi A b.1fPU,`Ilrri CC7t'( I3 _7_17 C 3 FFFI. MAIN LIN S E _ D Tfil'ATE (� FINISFIE0 C�t2Ol;l�d(.> ' X 7 (AARI,F8 SEWER SERVICE LATERAL CONNECTION D•I.T.S. r1G. S-2 [COVER LIFT NOTCH 14 1/2" 12 1/2" 12 3/8" rv9 ', tY`Oi, fl :fl J.S ., f lu`i r.nJ,t WATER CAST IRON UO 18" METER BOX r•r t'i :,r rrr,..ie- ..r;ar., 7D' N'V� 6" EXTENSION � • 6" PIPE SLOT (2 PLACES) NOTES: (1) FOR TOUCH READ METERS A 1 -3/4" DIAMETER HOLE IS REQUIRED IN THE LID; TYPICAL METER BOXES TYPICAL SERVICE LATERAL INSTALLATION (5/8 " -1" METERS) ''ITS C Ira. W - 6 NTS FIG. W -7 Eivv vrL_vr f 6 "x6" NOMINAL PRECAST WHEEL STOP 15 REBAR 2' -0" LONG UPPLIED BY G.C. ELEVATION CONCRETE BUMPER BLOCK DETAIL NTS VARIES 142 PREFORMED EXPANSION SEE PLAN JOINT FILLER WHERE ADJACENT TO BUILDING CLASS A3 AIR - ENTRAINED CONIC #57 STONE NOTE: FINISH - TROWELED EDGES, BROOM FINISH SCORING EVERY 5 EXPANSION JOINTS EVERY 20' FINISH GRADE NOTE: PROVIDE EXPANSION JOINTS ® 20' 0" O.C. (MAX.) 4• 'Q ti C OCRAE TOP OF PAVEMEN T T ' Ne Lai T_TLI =III___1 II � ' ! • A ' e• a� t• rt'��.'8• ", �y o'� : *i. REFLECTING TOMORROW :..•,;� : +.� i'p:: "✓o.k.�.. _, : t _.:.:a;::-: ' N -': }•n• ►sDC;. DRAWN BY www.balzer.cc *4' •ii.!!d.r'ii;?idv �•oQ yLfyr� �±`i'. t'S '•ii ?a•',, % / / / / / / / / / / / / / / / / / / / % / / / / /Ail � -• 4" STONE BASE REQ'D 12,—►I s• 24• CHECKED BY ERB WITHIN STATE MAINTAINED ,9 New River Valley RIGHT -OF -WAY THE BOTTOM OF THE CURB & GUTTER MAY SCALE Richmond *STONE BASE IS NOT REQUIRED BE CONSTRUCTED PARALLEL TO THE SLOPE Lai T_TLI =III___1 II � ' ! • A ' e• a� t• rt'��.'8• ", �y o'� : *i. REFLECTING TOMORROW :..•,;� : +.� i'p:: "✓o.k.�.. _, : t _.:.:a;::-: ' N -': }•n• ►sDC;. DRAWN BY www.balzer.cc *4' •ii.!!d.r'ii;?idv �•oQ yLfyr� �±`i'. t'S '•ii ?a•',, % / / / / / / / / / / / / / / / / / / / % / / / / /Ail � -• 4" STONE BASE REQ'D 12,—►I s• 24• CHECKED BY ERB WITHIN STATE MAINTAINED N New River Valley RIGHT -OF -WAY THE BOTTOM OF THE CURB & GUTTER MAY SCALE Richmond *STONE BASE IS NOT REQUIRED BE CONSTRUCTED PARALLEL TO THE SLOPE IN PRIVATELY DEVELOPED SITES OF THE SUBSURFACE COURSES PROVIDED A MINIMUM DEPTH OF 7' IS MAINTAINED Roanoke BUT MAY BE BID AS AN ALTERNATE. Shenandoah Valley UTILIZATION OF THE STONE BASE TO BE COORDINATED WITH THE ENGINEER T CG 6 (WET) DETAIL AND CURB AND GUTTER CONTRACTOR RESIDENTIAL LAND DEVELOPMENT ENGINEERING NTS SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING FINISH GRADE CLASS A3 M LANDSCAPE ARCHITECTURE CONCRETE LAND SURVEYING ROUGH GRADE) ARCHITECTURE «4• ' • I .� TOP OF STRUCTURAL ENGINEERING t PAVEMENT TRANSPORTATION ENGINEERING • ► 8• ENVIRONMENTAL & SOIL SCIENCE t. ' ► . WETLAND DELINEATIONS & STREAM EVALUATIONS — — — = m .• � ►,. :�: fob.- i.'�a�•�; :,'�'d•r. :oa•��2'e� :' •d) ' � ,: d ;. • -= a ,2• ' Balzer and Associates Inc. • .i,v"a , �r�4 •Ir4•o°.�. :LS•e;�.aaH,edi'c >: 4" STONE BASE REQ'D L r WITHIN STATE MAINTAINED a. ►'• Vq' ; :.Q 1561 Commerce Road RIGHT —OF —WAY — — *STONE '`;a %{`'�`Rd,''' "m' BASE IS NOT REQUIRED °`+. :•d`' Suite 401 IN PRIVATELY DEVELOPED SITES �.So<- •''•� :S•; } : ":;E;; :.':+.:p. •a BUT MAY BE BID AS AN ALTERNATE 12, •• - UTILIZATION OF THE STONE BASE ~�� CG -2 DETAIL Verona, VA 24482 TO BE COORDINATED WITH THE ENGINEER 540- 248 -3220 AND CURB AND GUTTER CONTRACTOR NTS FAX 540 - 248 -3221 EXISTING PAVEMENT PROPOSED PAVEMENT K�'F ©— — �-- 12" SAWCUT AND CHIP AWAY EXISTING SURFACE COURSE j ±2 I I, 4" PROPOSED SURFACE COURSE L'D. Kent O'Donohue, 1r.0' BENCHED PAVEMENT PROPOSED BASE COURSE Lie. No. 0406001663 C,, 4" JOINT o o —PROPOSED AGGREGATE SUB BASE 7 05 -05 -2014 J �C-) ` CAPE 95% COMPACTED SUB —GRADE ARC PAVEMENT JOINT DETAIL SUBGRADE COMPACTED TO 95% COMPACTION NTS NOTE: SM -9.5 BITUMINOUS SIDEWALK DETAIL N.T.S. NOTE: COORDINATE WITH ARCHITECTURAL PLANS. SEE CONIC APRON DETAIL THIS SHEET. 8" CLASS A4 CONCRETE _#4 REBAR AT SUBGRADE COMPACTED TO 95% COMPACTION DUMPSTER PAD DETAIL NO SCALE SIDEWALK VARIES, SEE P "-95% COMPACTED SUBGRADE STANDARD PAVING DETAIL NTS HANDICAP PARKING SIGN WITH INTERNATIONAL SYMBOL OF ACCESS ON BLUE BACKGROUND. PROVIDE THEFT PROOF BOLTS, WASHERS & NUTS. 4$' VAN ACCESSIBLE =100 S500TMFlNE TOW AWAY ZONE PENALTY =1004500 FINE TOW AWAY ZONE 1' -0" HANDICAP SIGN NOTES: 1. ALL SIGNS SHALL BE REFLECTORIZED. 2. ALL HANDICAP PARKING SIGNS SHALL HAVE THE BOTTOM EDGE OF THE SIGN NO LOWER THAN FOUR FEET NOR HIGHER THAN SEVEN FEET ABOVE THE PARKING SURFACE. WALL - MOUNTED HDCP SIGN DETAIL NO SCALE e 5% MAX FLUSH (20H:1V) MAXIMUM 2% PAVEMENT SLOPE IN ANY DIRECTION HANDICAP ACCESS DETAIL. NOT TO SCALE HI G J LU Y F QW 0 J 0 C _I Q w 0 W C/) > F- W (n J W 7> J W "'I m UQ �LL 0 0 Z D 0 0 D DRAWN BY DKO % / / / / / / / / / / / / / / / / / / / % / / / / /Ail � -• CHECKED BY ERB r iI 1 1 •� •� •I •fi X1.1 I � • " � rr�n•- ��r— nL- rr.- rr.arr -n�nr: r�.. "-95% COMPACTED SUBGRADE STANDARD PAVING DETAIL NTS HANDICAP PARKING SIGN WITH INTERNATIONAL SYMBOL OF ACCESS ON BLUE BACKGROUND. PROVIDE THEFT PROOF BOLTS, WASHERS & NUTS. 4$' VAN ACCESSIBLE =100 S500TMFlNE TOW AWAY ZONE PENALTY =1004500 FINE TOW AWAY ZONE 1' -0" HANDICAP SIGN NOTES: 1. ALL SIGNS SHALL BE REFLECTORIZED. 2. ALL HANDICAP PARKING SIGNS SHALL HAVE THE BOTTOM EDGE OF THE SIGN NO LOWER THAN FOUR FEET NOR HIGHER THAN SEVEN FEET ABOVE THE PARKING SURFACE. WALL - MOUNTED HDCP SIGN DETAIL NO SCALE e 5% MAX FLUSH (20H:1V) MAXIMUM 2% PAVEMENT SLOPE IN ANY DIRECTION HANDICAP ACCESS DETAIL. NOT TO SCALE HI G J LU Y F QW 0 J 0 C _I Q w 0 W C/) > F- W (n J W 7> J W "'I m UQ �LL 0 0 Z D 0 0 D DRAWN BY DKO DESIGNED BY DKO CHECKED BY ERB DATE 02 -21 -2014 C SCALE N/A REVISIONS: 05 -05 -2014 L SHEET NO. JOB N0. S1300029 17bil11 I I REFLECTING TOMORROW www.balzer.cc.. New River Valley Richmond Roanoke Shenandoah Valley RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540 - 248 -3220 FAX 540 - 248 -3221 1 1D. Kent O'Donohue, k!"' Lie. No. 0406001683 r, 05 -05 -2014 d `S 1 E ARG� J �w 7s 0 w w O0 J J 02 (D Z J 0— IW, I� Q n �U V 0 Z Q J U - > U) W 2E W m J U) Q �LL O O U U) Z O U DRAWN BY DKO DESIGNED BY DKO',- CHECKED BY ERB DATE 02 -21 -2014 1" = 30' SCALE REVISIONS: 05 -05 -2014 SHEET NO. JOB NO. S1300029 LANDSCAPE SPECIFICATIONS LANDSCAPE REQUIREMENTS NOTES: 1. PLANT MATERIAL NAMES ARE IN COMPLIANCE WITH HORTUS THIRD STREET TREES REQUIRED: 1 MEDIUM SHADE TREE PER 40' OF 360' OF 30 0 30 60 90 0 0 SIZES AND GRADING ARE TO COMPLY WITH THE LATEST EDITION OF ROAD FRONTAGE = 9 MEDIUM TREES AMERICAN STANDARDS FOR NURSERY STOCK. PUBLISHED BY THE PROVIDED: 11 EX. LARGE &MEDIUM TREES AMERICAN ASSOCIATION OF NURSERYMAN. Scale 1 " = 30 2. ALL WORK SHALL BE COORIDINATED WITH TRADES. INTERIOR TREES REQUIRED: 1 MEDIUM OR LARGE TREE PER 10 SPACES = 3. USE EXISTING TOPSOIL AND /OR PROVIDE NEW TOPSOIL, WHICH IS 34 SPACES /10 = 4 SHADE TREES _ _ _ _ _ _ _ FERTILE, FRIABLE, NATURAL LOAM, SURFACE SOIL, REASONABLY FREE PROVIDED: 4 LARGE OR MEDIUM SHADE TREES OF SUBSOIL, FORIEGN MATTER AND ROOTS, STUMPS AND STONES N LARGER THAN 2" IN DIMENSION. INTERIOR LANDSCAPING REQUIRED: 5% OF PAVED PARKING & VEHICULAR CIRCULATION = I N 4. CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL UTILITIES PRIOR TO 11,626 SF = 0.05(11,626 SF) = 581 SF PROVIDED: 600 SF OF INTERIOR LANDSCAPING EXCAVATION. 5. CONTRACTOR SHALL MAINTAIN PLANT MATERIAL DURING INSTALLATION SCREENING REQUIRED: NONE MAINTENANCE SHALL BECOME RESPONSIBILITY OF OWNER UPON" PROVIDED: NONE ' ACCEPTANCE OF WORK. M 6. WHERE THE LANDSCAPE WORK IS COMPLETED, THE OWNER'S TREE CANOPY REQUIRED: 10% OF SITE AREA = 0.10(31,913 SF) = 3,191 SF I M REPRESENTATIVE WILL, UPON WRITTEN REQUEST, MAKE AN INSPECTION PROVIDED: 4,884 SF 1 TO DETERMINE ACCEPTABILITY. IF WORK IS NOT ACCEPTABLE, REPLACE SEE LANDSCAPE SCHEDULE FOR REJECTED WORK AND CONTINUE MAINTENANCE UNTIL REINSPECTION CANOPY COVER AND QUANTITY) I AND APPROVAL. n 7. GUARANTEE ALL MATERIALS AND LABOR FOR 12 CALANDER MONTHS AFTER ACCEPTANCE. LANDSCAPE MAINTENANCE. I '.3 f.( - I A. MAKE REPLACEMENTS OF ALL DEAD PLANTS IN IMPAIRED L L CONDITIONS IN EARLY FALL FOLLOWING PLANTING. 1. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, „ ? I B. ADD ADDITIONALLY IN THE EARLY SPRING FOR THE SAME OR AND BE MAINTAINED AT MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. I I OTHER MATERIALS WHICH ARE DEAD OR IMPAIRED FROM THE SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE WINTER CONDITIONS. OVERALL HEALTH OF THE PLANT. ( I 8. WITHIN 10 DAYS AFTER ACCEPTANCE THE CONTRACTOR SHALL DELIVER AN OUTLINE OF MAINTENANCE PROCEDURES RECOMMENDED FOR THIS LANDSCAPE SCHEDULE PLANTING FOR THE OWNER. K 9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY DURING THE LABEL SYMBOL SCIENTIFIC NAME COMMON NAME PLANTING SPECS QUANTITY CANOPY OVER (SF) (GUARANTEE � K PERIOD TO PROVIDE WRITTEN NOTICE TO THE OWNER OF o 01 � I ANY MAINTENANCE PRACTICE WHICH IN THEIR OPINION WILL AFFECT Zelkova serrata 'Village Green" reen 7f ZS g 2 /B &B 4 452 's'I THE GUARANTEE IF NOT REMEDIED PROMPTLY. E2 cal, village Green Zelkova� 10. DO NOT MAKE SUBSTITUTIONS. BID MATERIALS SHOWN ON PLANS. CONTRACTOR IS ENCOURAGED TO PROVIDE WRITTEN ALTERNATE LIST OF MATERIALS, SIZES AND NUMBERS SUBSTITUTION FOR COST— EFFECTIVE J MAINTENANCE OF DESIGN INTEGRITY. W PC Prunus cerasifera & Flowering Plum 6'-7' HEIGHT 2 143;$„ J W cvs. Match Existin ( 9) 11. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO ACCEPT OR REJECT ANY MATERIAL THAT HE /SHE DEEMS UNACCEPTABLE. REJECTED In CC Cercis canadensis "Hearts of Gold" 6' -7' HEIGHT 9 124 MATERIAL SHALL BE REMOVED PROMPTLY FROM THE SITE. "Hearts of Gold" Redbud 12. SELECTIVE CUTTING AND CLEARING SHALL BE PROVIDED IN THE EXISTING WOODED AREAS OF THE DRAINAGE EASEMENT. SELECTIVE BG Buxus x "Green Velvet" Boxwood 18" Ht. /cont. #3 21 10 to CUTTING WITHIN THESE AREAS SHALL BE LIMITED TO THE REMOVAL OF J UNDERGROWTH AND TREES ABSOLUTELY NECESSARY FOR THE � PL Prunus lourocerasus "Otto Luyken" Laurel 18" Ht. /cont. #3 4 10 119 CONSTRUCTION OF THE DRIANAGE OUTFALL. Otto Luyken J \ 13. BALLED AND BURLAPPED PLANTS SHALL BE DUG WITH FIRM PROPOSED CANOPY 3,460 SQ FT 1 NATURAL BALLS OF EARTH. BALL SIZES SHALL BE IN ACCORDANCE PREPARE, SEED AND STRAW ALL LAWN AREAS. EXISTING CANOPY 1,139 SQ FT WITH A.A.N. SPECIFICATIONS. ALL CONTAINER GROWN STOCK SHALL MULCH ALL SHRUB BEDS. (1.25 MULITPLIER 1,424 SQ FT) BE WELL ROOTED AND ESTABLISHED IN THE CONTAINER IN WHICH IT TOTAL CANOPY 4,884 SQ FT r l A t I IS SOLD. AN ESTABLISHED CONTAINER GROWN PLANT SHALL HAVE A — ROOT SYSTEM DEVELOPED SUFFIENTLY TO RETAIN ITS SHAPE WHEN H REMOVED FROM THE CONTAINER. �� � e �.�e . ... f �I I H Ait 7 � I I . � 14. ALL PLANT MATERIAL SHALL BE NURSERY GROWN UNLESS"''''' OTHER —WISE SPECIFIED. PRUNING SHALL BE DONE BEFORE PLANTING OR DURING THE PLANTING OPERATION. °'I r J I g ` I I' �� I � �'° 15. ALL PLANT MATERIAL SHALL BE COVERED AND PROTECTED FROM (� p EXCESSIVE DRYING DURING TRANSIT. c� 1 t.` ., 9 _. � • _.,..e__I _ m. ,..._,.,.., _ ._.,.......,...._ ...... m..,_- e.... .._._ � � G 16. ANTI DESICCANTS SHALL BE APPLIED ON ALL MATERIAL DUG WHILE � � I� G 17. IN FOLIAGE.� MULCH MATERIAL SHALL BE EITHER SHREDDED HARDWOOD MULCH 'd p OR APPROVED EQUAL. MATERIAL SHALL BE MULCHING GRADE, UNIFORM IN SIZE AND FREE OF FORIEGN MATTER. �---- -THIN BRANCHES BY 1/3 RETAINING NORMAL PLANT SHAPE. 7I 18. TOPSOIL MIXTURE SHALL BE 2 PARTS EXISTING SOIL MIXED EVENLY BARK MULCH 3 MIN. I n I x I �` ' "' ° '�� I{ ------ � � ��� ^° r F WITH 1 PART SPAGNUM PEAT MOSS OR PEAT HUMUS. EXISTING SOIL SHALL BE FREE OF STONES, LUMPS, PLANTS, ROOTS AND IT SHALL NOT CONTAIN TOXIC CREATE SAUCER WITH TOPSOIL 6" MIN. WEED BARRIER ROPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP M �° —= - F OTHER DEBRIS OVER 1 1/2 INCHES. : 1/3 BURLAP. NON-BIODEGRADABLE MATERIAL , m� _ .r �m - SUBSTANCES HARMFUL TO PLANT GROWTH. TOPSOIL SHALL HAVE A • , L •;. ••.:: „•,:...:. SHALL BE TOTALLY REMOVED. ' `, GENTLY COMPACT TOPSOIL MIXTURE.# "'' { `-� j .> ,• � w... s .,rrry� �•.. \� PH RANGE OF 5.0 TO 7.0. TAMPED ADMIXTURE BACKFILL ZS k p? 19. PLANTING PROCEDURES FOR TREES AND SHRUBS e a ! _ A. PLANTING SHALL OCCUR IN ACCORDANCE WITH ALL DETAILS. B. TREES AND SHRUBS SHALL BE PLACED IN THE PLANTING LANDSCAPE DETAILS I •• r y ' `, °I __. _. I PIT, BY LIFTING FROM THE BALL (NEVER FORM THE 2X BALL DIA. MIN. x, 8 1, -w-------- ------ - - - - -- °- E BRANCHES OR TRUNK). ALL PLANT MATERIAL SHALL BE C C . i r- _. __ - E PLACED IN A STRAIGHT POSITION WITHIN THE PLANTING PIT. WITH THE MOST DESIRABLE SIDE PLACED TOWARDS THE p /� SHRUB PLANTING DETAIL ;e r '-� • __ I;, ; -� , PROPOSED GOODWILL 1 -STORY �.. _.` `f �.. _._ b ..__....__.__ C. TH�MTREETPIT VIEW SHALLD BE BACKFL LED' WITH A SOIL MIXTURE NO SCALE / A F � , v I` `� ` ` 10,400 S.F. AS PER SPECIFICATIONS. THE PIT SHALL BE FILLED HALFWAY (7,500 S.F. OF RETAIL) INITIALLY AND TAMPED FIRMLY. ALL ROPES, WIRES, ETC. ON l Q I tiA THE ROOTBALL SHALL BE CUT AND THE BURLAP OR BALL nx .. 0.73 ACS WRAP PULLED BACK TO THE EDGE OF THE ROOTBALL. rI D D COMPLETE BACKFILLING PLANT PIT AND TAMP FIRMLY. I __... ._.._.. BACKFILL SOIL SHALL NOT COVER TOP OF ROOTBALL , __...., MULCH ROOTBALL AND SAUCER WITH MINIMUM OF 3 INCHES SHREDDED OR CHIPPED HARDWOOD OR PINE MULCH. WATER �.�' OR UNTIL PLANT PIT IS FILLED.{,, �e THOROUGHLY RUBBER HOSE AT BARK S x GUY WIRES (3). WHITE FLAG ON EACH TO INCREASE 9 I „^ i VISIBILITY. 15••,, , ,I.` I i U. C C TURNBUCKLE 3 . GALVANIZED OR DIP — PAINTED �'` 4 RUBBER HOSE ON EACH MAJOR STEM. ALL MAJOR STEMS SHOULD BE WIRED TOGETHER. SET TREE AT ORIGINAL GRADE SET TREE AT ORIGINAL GRADE MULCH: PINE BARK OR WOOD CHIPS 3” MIN. BG 1 !j I '! SOIL SAUCER: USE PREPARED SOIL 6" MIN. i MULCH; PINE BARK OR WOOD CHIPS 3" MIN. SOIL SAUCER; USE PREPARED TOPSOIL 6' MIN. WOOD DEADMEN (3) r � � ., • � j i � � �. - � � '� i WOOD STAKES 3" IN FIRM SOIL — , ✓% _— .' ... - —= ROPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP 1 /3 1 — •• : '. ROPES AT TOP OF BALL HALL BE CUT. REMOVE TOP 1 3 L / — OF BURLAP. NON - BIODEGRADABLE MATERIAL SHALL BE = OF BURLAP. NON— BIODEGRADABLE MATERIAL SHALL BE w• -- _ - -•� !� - -' -_- M " "`` "`'�" I I II B _ ,.. „ .; ,::;.:..,• TOTALLY REMOVED. �_� 0 LLY �_� TOTALLY r" s PC -- PREPARED SUBSOIL TO FORM PEDESTAL TO PREVENT —� —� �_ —_ —� PREPARED ADMIXTURE BACKFILL _� �_� (�_� —_ —_ —� �_� �_� �_� �_� ___ —_ —_ l—d I E— I F-1 I l—� — — — (_� �_� �= SETTLING $ {, Fi Ail PREPARED SUBGRADE PEDESTAL I I I -1 I �Ed I � —I I I —� �—1 I M� � M� � �—d � �—d � � —� � � I I I_I I Ed I I_I I I I I_I I I— —� � � —� � �_� � �_� � � �. °. �I� ;�. x..A '. FA —I Ri 2X BALL DIA. MIN. —1 I I -1 I I -1 I I -1 I I -1 I I -1 I I -1 I I -1 I I -1 I 1 =1 I 1 =1 11= I 1 =1 I 1 =1 11= ,. •' -' ' - - ��� ° � - °- " `" "•- - r -�^� �- -- - -° ° ° ` ° ° " 2.5 X BALL DIA. MIIN. v9 �? A MULTI -STEM TREE PLANTING DETAIL TREE PLANTING DETAIL .., """ �R A (120 R. 0. W� NO SCALE NO SCALE 1 2 3 4 5 6 7 8 9 10 11 12 1 4 1 16 17 18 19 20 21 17bil11 I I REFLECTING TOMORROW www.balzer.cc.. New River Valley Richmond Roanoke Shenandoah Valley RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540 - 248 -3220 FAX 540 - 248 -3221 1 1D. Kent O'Donohue, k!"' Lie. No. 0406001683 r, 05 -05 -2014 d `S 1 E ARG� J �w 7s 0 w w O0 J J 02 (D Z J 0— IW, I� Q n �U V 0 Z Q J U - > U) W 2E W m J U) Q �LL O O U U) Z O U DRAWN BY DKO DESIGNED BY DKO',- CHECKED BY ERB DATE 02 -21 -2014 1" = 30' SCALE REVISIONS: 05 -05 -2014 SHEET NO. JOB NO. S1300029 �O zo o �� ����� O��O T o /b.o J \b.o Y•0 0.0 / o.o b. 1 \ 0.0 0. • .1 o. 0.o 4. 0 .0 4 1� . b 0 b.o /�o .0 0.0 0 0 0.2 0. 0 0 •.0® 0. 0.0 CL. 0.0 P.1/ • .3 / 4. 0.1 I 0.0 •.0 0.1 2.0 b.0 • .o • .000 0 %' 0. 0.7 .2 0.0 0.0 .0 a SC�I`R 0. 0.4 0. 1. 0.0 0.0 0. 0.0 �' .0 NO •.2 0 0.0 0.0 .0 0.0 0 0.0 0. QY 0. 1.3 • FR 0.0 b. O/ 0.0 0.o 0.0 0.0 0.0 0.1 0. b.o 70 \ \ b.o b.o \ \ \ 0.0 0.0 0 QD 0 .o \ \ \ v 1 Vo b.00.0. b CR b.o o.0 �\ o c � \00 1 b.o b.o b.o o'YOCC� ti VC b.0 /.o *6A) 0.0 0. o. o ' .o oo 7\ b.o 10.0 b. o.o N A � 0. 0.0�o0. 0. 0.0 .0 0.0 0.0 0.0 0.0 0.0 0.0 '.0 q \ \ 18s� b.o b. .0f 0.0 0.0 b.0 b.o o. b.o ' .o b b.o b. Luminaire Schedule Symbol Qty Label Arrangement Total Lamp Lumens LLF [MANUFAC] Description O2 Illuminance D SINGLE 3650 1.000 PRESCOLITE LF6CFH226EB /6CFHCL -jE] 1 R3H SINGLE 22000 1.000 SPAULDING LIGHTING RCS- P25- H3P -HS -E] 2 R4 SINGLE 22000 1.000 SPAULDING LIGHTING RCS- P25 -H4P 0,6\ 0.o o. 101. ' .. b.o o \ S o. \ o o. b.o b.o b.o b.o b.o b.o \ � MH = Mounting Height in FEET b.o ��fn/ 0.0 0. 0.0 0: 7� • .0 0 0. 0.0 • .0 0.0 b.o 0.0 0.0 0.0 0 0.0 \ 9.0 b.o Off' / b.o o.o b.0 b. b.o • .0 0.0 • .0 b o Vo b.o 0.0 b.o b.o b.0 b.o b. b • o b.o' 0. ' .o 0 0.� O.o 0. ' .o ' .o b. b. 0. b.o b.o b.o/ b.o 0.0 �10 �o \ .o �O� o ' .0 .0\ b.o /0-o o.o ' .o b.o 0.0 0.0 0.0 /o.o o.0 0.0 �.o o. 0.0 0.\ \ r � y�iiry r• 2.1 1. 0.8 443H 0.0 3.4 ' .8 \�• .9 �ON MH: 2 %, Os^ 5. 4 2.5 6O Z07���c� OS, st00 p� 4. 6 3 1 3 0� s� 3.4 2.1 ' .5 2 1 b • .a0 0. S �; 0.6 1.6 2.1 \2.2 1.7\ 1.6 0.5 / 1.6 3.4 2.9 2� 1.6 .6 1• 0 1.6 / \\ MM .5 • .7 3.8 3.4 3.2 1 1.0 9.1 4.4 5.0 5.2 2.5 1.5 1. 1.3 6 ' o 0.0 0.0 0.0 �\ 0.0� 0.0 0.1 5.3 .7 t. 1.5 23 1.8 1.6 1.5 \ \ M\. 0.0 0.0 0.0 0.0 \ \� \ \�1 0. 1.4 1 / 1.6 4.1 2.9 �.1 \1.6 0.0 0.0 0.0 0.0 \ \\0. 0.1 III b. 5 2.6 • .1 3.6 3.6 3. \ 0.0 0.0 0.0 0.0 \\ \\ X0.1 0.1 4.3 4.7 4.3 /2.0 C 0.0 0.0 0.0 0.0 0.0 \ O.Q\ 0.0 \4 R�O.1 .1 M, 5.0 \ \\ \ \ 0.0 0.0 0.0 0.o u• 1 0.1 0.3 0. • .8 b.o b.o b.o i 0.0 \ -i , b.1 0.1 ' 1 1 b b. c �\ \ b.0 �� 7 �7O��pi b.o Vo b.o b.0 0.0 b.o b.o b.o b.o b.o b.o 0. b.o b.o b.o b.o Vo b.o b. Vo Vo b.o b.o b.o o. Scale: 1 inch= 30 Ft. b. b.o b.o • .o • .o / '( b.o .o b.o b.o b.0 o.o O.o b.o *.o 0.m_1 • .o b.o b.o b.o b.0 \b.0 b.o b.o �0.0 0. • .0 0 of m b.o \ b.o b.o b.o b.o b.o o. /O.o 0.o b.o '\ b.o o / \ \ \ � ' �'o:o \o.o o.o ,Y/O/ o.o b: \ \\ b.o b.o \ •.0 •.0 U.0 0.0 '•. 0.0 • 0 .0� 0 •.0 0 00 /0.0 0.0 0.m b.0 \ o b �o O.o _-,b.o b. b.o I o b.o b.o b. b.o b b.o b.o i 0.0 0.0 0 0.0 0.0 0.0\ 0.0 0 \ 0. \.0 o b.0 b.o ' .0 0.o b.o 6.0 o b.o b.o o. o \\ \ \0\ o. b.o b. b.q/ b.o b.o \ b.o b.6 on o.o O.0 0.0 b.o 0.0 ) o 0. O.o ' o o o.0 \\ ,O� 0 0 b.0/ 0.0 0.0 • .0 b.o \ o. o '� 0.0 0.o 0.0 0.0 0.o b.o b.o \ ' 0 b. b.o 0.0 p'0 b. b.0 • 0 b.0 b.o b.o 0.0\ b o o. • .o ' .0 0.o /'O b. .0 b.o b.g b.o <� /.o b.o 0.o b.0 0.o o no b.o \ b.o 0.0 ' .o `/�G 0.0 '� o b.o 0.o o b.� o.o b. o .0 0.o r \• u 0. \ 0.1 1 0.o 0.0 /0.0 0.0 b.o 0.0 0.0 A 0. 0.1 0.0 0/ 0 0.0 0.0 0.0 .4 •.2 0 .i 0. •.0 •.0 0.0 0 0. 0. 0.2 0.1 \ 0. 0.0 0.0 0.0 b.o 1 0.2 .1 • .0 0.0 .0 .0 0.0 0 • .3 .0 �.0 0.0 0:\ 0.� 017 b.o b.0 0.0 0.0 2 • .1 \0.0 1/.01 // .0 0.0 \.o 0.0 o. 1b. • .o b.o b.0 \ 0 0. 0.o • .o "'k-0 \ \ 0 ' 0 ' .0 b.o \ \ 0 0 o b.o b.o b.0 \ \ \ SITE NOTE: EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. \ Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Property Line Illuminance Fc 0.08 0.2 0.0 N.A. N.A. Site Illuminance Fc 0.34 6.1 0.0 N.A. N.A. / Prepared by: / LIGHTING VIRGINIA CENTRAL \ 40OG -2 Southlake Blvd. LIGHTING.. Richmond, VA 23236 . VIRGINIA \ Tel: 804379 -7777 www.ligtitingvirginia.com \ NOTES: \ 1. NO ALTERATIONS OR MODIFICATIONS SHALL BE MADE TO THIS PLAN WITHOUT THE \ PERMISSION OF LIGHTING VIRGINIA CENTRAL, ADAMS PARNELL, LLC. \ 2. THE OUTPUT ON THIS PHOTOMETRIC LAYOUT IS SPECIFIC TO THE MANUFACTURER \ AND CATALOG NUMBERS LISTED IN THE LUMINAIRE SCHEDULE. SUBSTITUTIONS OR DEVIATIONS FROM THIS PLAN MAY INCUR SIGNIFICANTLY DIFFERENT RESULTS. \ ANY SUBSTITUTIONS MUST RECEIVE ENGINEER AND ARCHITECT APPROVAL. REVIEW COSTS, REWORKED PHOTOMETRIC LAYOUTS, PRODUCT SUBMITTALS AND A FULL SET \ OF ITL REPORTS WILL SOLELY BE THE (RESPONSIBILITY OF ANY CONTRACTING FIRM MAKING A SUBSTITUTION, AND MUST COMPLY WITH DESIGN CRITERIA AND WITH ANY \ APPLICABLE JURISDICTIONAL CODES. 3. SITE DETAILS PROVIDED HEREON ARE REPRODUCED ONLY AS A VISUALIZATION AID. \ FIELD DEVIATIONS MAY SIGNIFICANTLY AFFECT PREDICTED PERFORMANCE. PRIOR TO INSTALLATION, CRITICAL SITE INFORMATION (POLE LOCATIONS, ORIENTATION, \ MOUNTING HEIGHT, ETC.) SHOULD BE COORDINATED WITH THE CONTRACTOR AND /OR SPECIFIER RESPONSIBLE FOR THE PROJECT. \ 4. LUMINAIRE DATA IS TESTED TO INDUSTRY STANDARDS UNDER LABORATORY \ CONDITIONS AND SUPPLIED BY OTHERS TO LIGHTING VIRGINIA. OPERATING VOLTAGE \ AND NORMAL MANUFACTURING TOLERANCES OF LAMP, BALLAST, AND LUMINAIRE MAY AFFECT FIELD RESULTS. \ 5. CONFORMANCE TO FACILITY CODE AND OTHER LOCAL REQUIREMENTS IS THE \ RESPONSIBILITY OF THE OWNER AND /OR THE OWNER'S REPRESENTATIVE. 6. CHECK GRAPHIC SCALE. DOCUMENTS PRINTED OR PLOTTED FROM ELECTRONIC \ FILES MAY OCCUR AT OTHER THAN THE: DESIRED OR ASSUMED GRAPHIC SCALES. IT \ IS THE RESPONSIBILITY OF THE RECIPIENT TO VERIFY THAT THE PRINTED OR PLOTTED-TO-SCALE DRAWING IS PRINTED TO SCALE. \ / / / / / / / / / / / / / / Date: May 5, 2014 �.,DA44,9 Lighting Virginia- Central LIGHTING 400 G2 Southlake Blvd. �i VIRGINIA Richmond VA 23236 Phone: (304) 379 -7777 From: Diana Ades Proiect Goodwill Albemarle Location' Albemarle County, Contact: Oty Type MFG Part 2 D' Prescolite LF6CFH226EB /6CFHCL 1'' R3H Spaulding,Lighitng RCS- A4- P25- H3P- F- Q- DB -HS', 2' R4 Spaulding`_ Lighitng RCS- A4- P25- H4P- F =Q -0B 3 POLE American Lite Pole SNS- 17'.5- 40- 1`1- AB- PC(DB)' -DM19 Fixture Schedule w.. SO SytigirrrngAnG1ySn `. Excellence in Illuminatioi Engineering Software since 1484 'V vvw "ZM U) �i U _P 75 ro Q 4J Revisions U) Q) 75 4J r-1 � CD >1 N In L U a) ro a) Q U Q C/) L L a� U Ll Submitted bVti htin Vir inia - Central Catalog' Number: Type:, Job Name: LF6CFH226EB /6CFHCL Goodwill made. _,- Good be ' LIGHTING iJ Architect: . Balzer& Assoc.. Inc. (Richmond) VIRGINIA Notes: 4RNe4 LV- CENTRAL14 -15743 6" Horizontal Compact Fluorescent Lensed Downlights LF6CFH Two 13W Twin Tube or 13W, 18W or 26W Quad Tube d -Pin Lam 12OV, 208V, 24OV, 277V, or 347V Dr., _ FE I N-1V ,qc` EC'. Ceriing, Cutout: 6'/,- 11 Maximum Ceiling Thickness, ? J4 . Far conversion to millimeters, . multiply inches by 25A Not to'Scoie APPUCATIONS: BALLAST' c One I Class? , V•Z77V'71PFrcom< t - : H i offers iiarizontoidv O e C as 20 The LF6C series e c { } I M n Q f 'f ell alias far icA - i +, wM. -1 fluorescent Il1G O t ballast la d cam act fluorescent lensed, do V, m p pa. g Pe } 1 O ligf+k #(stores. This iummoire is ideal .ar Isla and quisr operonan. Ali Hollostcptions _ - ^-r I a wide voney of law to medium heighi ore egmpped wilfi end c f .,fe praieciian., tailing; applications including commercial, Contact iechnicaf support for 347V Imo-- 53 /0-a{ reicui, iiospitolity, and design -bwid: Accessible:irom below ceiling. ( 1-1a - -7'" HOUSING: SOCKET: One- orece.22gouge galvanized,sleel Two i2) injection maided sockets (wnnusdj. I . platform. Prewired Tbox with sno"n:cover INSTALLATION: for easy occess_ Vented atlamp`lip and Universal adjustable mounting rackets socket for maximum light output. 9 r . - cx:cept %.:" MT conduit or i', , pile REFLECTOR lathing channel 61 othersi or Prescohte 14. High puny aluminum Alzak= ' iridescence : 24" bar hangers (B24at 661- Lignt suppressed, ;emi- diffuse .etiectar. White commecial bar hangers included I pointed seif•fron standard )LABELS: LAMPS: Ut, CSA i4trild for wet with I � • � E Use two (2)'73W {2GX7 Hose), }8W I ins ect Tr ems. App ro v e d for through wiring jG24Gr2 bosel, or 26W (G2,da3 base) 14 in, 4 curl „Non type)C. 4-pin quadlube compact fluorescent lamps. Lamps furnished by ethers, Order housing, reflector and caisson, separor0ly. -.._. _,.._.___ _ __ -_- -- __ _. -..._ CATALOG NUMBER: _1111 - _ E,VWPLE: LF6CiH226EB 6CFHCGFL HCUSING WATTAGE BALLAST. VOLTAGE HOUSING OPTIONS : REFLECTOR RER,ECTC " CC(OR !ENS TRIM OPTIONS ACCESSUIES J LF6CFH J 213TW EB BLANK J GPs 11 J Blank r 1 fL J WT J 824 3W M tih.dll (.} 1. 12OV -27 Chicago Plenum. Pointed White Regressed e9 White Set of (2) Electronic Twin dub ex E ec - 4 J37Y J FSDFA M JCR Fresno i flair : y e 4.. r 2 bur J 213 Ballast (consult Fuse kit installed Clear Atzak J PL J TRG hangers for (2) 13W technical at factory J {G Regressed Trim Ring Tbor callings Quad Tubes sopponl .J RIF17s Champagne Prismatic Gasket J 86 J 218 413 mm 591 mm 0.2 m' 19.1 kg Radio interference. Gold- Alzak. J DL. (Factory Sef of l2) (2) 18W 501rA filter (single circuit) J PW Regressed installed) barhongecs QuiIT J �a,s Erne ency batte ry PewlerAlzai. J WE CL use in wet loaMats. faraelmg26 aim up o 2 2 -.99 screw shell. t+kt min base socket for ED17 lamp BECTRiCAL WheotAizak We m9 m9 deg deg 200w -400w GlVi1 HPF best starting rating N 2D F -40 F a ( f� <.99. 24" centers ) ORDERING EXAMPLE: RCS- A4- P40- H3- F- O -DB -L v rh re ck memo Pa to swrrthnnd sit 1 LW i r C eo Series fdoont WaitagPJ Lamp Lens VORage: Corr options J FSOF1 Source on"tmoiwtution VERIFY V <.95: indicator light Light Wheat Raven Small (100.40Dw) �__- HIGH PRESSURE 5ODMU tl' Ouad- rap" 12012OW40/277V RPA2 Bound Pole Adapter .(2a /a •3t1a ") Fuse kit RPA3 iiottndPoke Adapier {3V4 %3314 ") SIS 15Dw (ED- 23112) ,_ r Tn Tap- 120/277;347V - J DM Alzok WAS Round Pole Adapter (5 -1 __,. Al 111' rum � ann 1 '_- 1 MH. P & HPS 9iadubas t S40 400wv(ED- 8) OOOw SMti oMyf for field installation WR' Wag Bracket (aim notreaitred : _ r__., __ _ VP Five Tap - 120108/24012771480V F(X) Fusing (replace X with voltage: Electronic cinaiog 1-120.2-208.3-240,4-277, _.._._._. .... . _.. _,. ,.. . .. Ali V1al Bracket with 4" rugid arm H2 Horizontal II 0 No Ballast 5- 480.6347) VMID Wall Bracket with 10" rigid arm _ KZP Horizontal 11 High Peifamartce _, P(N) Photo Button (replace X with 0 NoamnovraMhfadalat iy Seriesfmrdd- tiomed COLOR dimming ballost. Bronze mm WATTAGE/SOURCE N3 fbmm�ontal Mont "Informed) BL Black .J SCA6D_ PULSE START METAL HALIDE 1113P Hortionidl It High Performance WN White (replace X with voltage- {contact Technical 1. 120.2 - 208.3- 240.4.277: 11 P12 125w 1ED -1 i) H4 Horizontal IV (aidti-pecel PS Platinum silver 5.480. 6347) Sloped RP Pourer Paid Series lsegntented)with inkgrated fG Forest Green (premium idol support far -R P25 25Uv1ED -28) „" house -side shed CC custom Color 4censudt factory) DC bayonet lamp Pa =w l - ) Horizon (ydr amedl (HAL# preferred) ceiling .... I P35 3%N ED -2 Horizontal V High Performance 1 8) _ ,, n IBP atalcu g orrtaance V „µ(NlelaxDl7ype uistrrbutiorsl control system VG- Pdycarbortaea Valtdol Guard . _ ., _.r W1 . 126V wxirtg Preo R0 011)„ Reved {replace XX wvA color' adaator designation) EB option must be r r.+nWPwvea rrioa W4111Tawr u.s SO-1.d F Flat W3 , 240V Whing Prep , .. compaubilitylr d for ,..,n., -- - z Ae.vu a a MM }wAnMa W4 27N yYri PreR } ". , , ,,.. "I'll". ER Embossed Banc) aFiAIAd..cr- Wh.d.ay.lAr.gTired __- _ 4 AW1106vdwwOHaP.Pacc WS 480V Wiring Prep 1..:._. (see note on bock page) - rescolite A Division of Hubbell Lighting, Inc. NO A- ,6bfa ior 13W Twin Tube Laeps. RIF cod 0A -Dj 6 n .d.rod i,a I,inaiwe. ::P ra oiivl d m. avmbi.ot -,,, , FUN - EfA: In o: continuing efforf I* offer the best product possible - ..Ne the right to cf,ongo, wufiout nabco. space icanons or matonols that in our *man will not otter tho tuacnon of the product. 'Nob: www.prescalite.com - Tech Support. (888) 777 -4832 LFR- CFE-01 1 Submitted by t' htin Vir inia - Central Catalog Number: RCS -A4- P25- H4P- F -Q .0B 13W Twin .Type: gaAr, Job Name: LIGHTING : Goodwill Albemarie. Isw ck-d I R4 VIRGINIA Architect: Balzer Assoc:. Inc. (Richmond) Notes: 120V. 277V 04RNev` E 120V 277V 347V LV - CENTRALI445743 RAVENCal. # -. Approvals §MLDINI-M SMALL RCS J00 Type L4K9i�U'Ll-L&I K211 -: SERIES 3cxd sv,re dam MTEMM USES s 26.. • suporl ghbrng f d areaisile fighting liicatianS' :Provides a Off' sawn a a wide any 9h n9 at1P - CONSTRWngN 's3 aluminum rectilinear . Pre -ddged for • G9htWeittd. rugged. me t�cedle lammed and welded low Copper rich floisvtq y piece mounting. ..Cantnuous.COmer, weds for seamless one enclosure [fff a [f A.. I I • Optbnal decorative embossed bald and rewealcolors available - 5/. DOOPAJ MSASSBHKY 11:22 - Door assembly recessed canpletehy within (unknare healing evenly spaced reveatand:floatitg NIA doors arance A : pile B EPA Wnl C- ght Corrosion resistant extRnded and anodized abrnna#n door lams has 45 degree mitre art comets with ACS &51 18:25" 23-5" 1:7 FT.= 42 LSS imetmal Corner key brackets for rigid support and die -cast zinc latches for too free entry. G.C6- - Dcbr assembly hinges forward Po+ard Pak! and Dackvrac6s (away from pule) and remains captive to the 1 203 mm 413 mm 591 mm 0.2 m' 19.1 kg NOTE EPA and eo.rd- %)lied. Time 1lmirtdire ftowiig when any two latches are released. Calxleterenww+el:ot door is achievlWle wwrthaut toils: ""� rn.asaa • Extruded silicone gasket positively, seats "IN Tempered glass dens to doontra a and dooframe to housing F - xilrm i lidoo92 a £PA Art Yndf Tinm:dna4 rr £PA "surfing a cortammem free emironment Tempered glass kris includes internal coating of femperature N/A resistant black six screening to We dech(cal comparhnent EUXTINCAL call 501rA 1NOfAYJIN6 • 150w and below HIT IF LAG type ballast sGUDrtg at -21Y F F4T F forHPS) - Housing attaches to at mounting via two IF diameter bo fsimds. Mounting options Include rod amt • Optional removable Poses -Fad4b vadt quick docaonect available for assemblies. Muckled arm assemblies for flat surfaces. kidded arm assemmbies for 2.3+8- OD ledon. wall braloW tool-less removal d balastaysembly. adaoW and rwW Dole adapters e n g muo m kxrwwo versdbW..AM mamng: accessmes pmvded wvd FeM6N 50/60 920WA between the housing and accessory: • T(1Ctherttuset polyester powder pain finish applied at nominal; r pyw 2.5 mi:Mnidmess.. Pro to paiidag, ad kminmes and at=" • Rotatable hodamed and high performance segmented reMeclors avaAtblef in IES type M: It. Nan V aocessones are tnOaxlily cleaned with acid and alkaline tl5tri Hairs. H2jMH5 Dlydrdonnedf. H2P imunitacekW hoolomudl. H3PM*M5Ptsegmentrich. LLSMWSICRT7RC4nM - Optional fairy or fild Installed %lined house side stied available with H2: HI HN, KV and H4 - Listed to UL15% for use in wet loaMats. • Factory installed Internal house vide shield included wviNn H4P reledor assemby Approved by Ore finematbnel DvkSkyAssacaiaann - MWA putodain Sodcet pulse rated. wwim soling loaded. nicket pkdad cergar tntfadand replaced Won 9dR -.99 screw shell. t+kt min base socket for ED17 lamp BECTRiCAL ea /�t- We m9 m9 deg deg 200w -400w GlVi1 HPF best starting rating N 2D F -40 F a ( f� <.99. ORDERING INFORMATION' -. r5 ORDERING EXAMPLE: RCS- A4- P40- H3- F- O -DB -L <98 RCS A4 P25: H4P _- � - ® . I DB - i 1 i i i I i <1.:0 Series fdoont WaitagPJ Lamp Lens VORage: Corr options 98. Source on"tmoiwtution VERIFY V <.95: SODRCEIWATTAGE can't OPTIONS can't Raven Small (100.40Dw) �__- HIGH PRESSURE 5ODMU tl' Ouad- rap" 12012OW40/277V RPA2 Bound Pole Adapter .(2a /a •3t1a ") S1D 100w(ED- 231/2)' RPA3 iiottndPoke Adapier {3V4 %3314 ") SIS 15Dw (ED- 23112) ,_ r Tn Tap- 120/277;347V - RPA4 Round Pak Adapter (3118- -41/2 ") A4 Amt Mount (includes 4" rigid arms S25 250wr iED 18y E 50Hz 22Oi240V L250. 40O & - WAS Round Pole Adapter (5 -1 __,. Al 111' rum � ann 1 '_- 1 MH. P & HPS 9iadubas t S40 400wv(ED- 8) OOOw SMti oMyf RPAS Round Pole Adapter " pit 16 1 WR' Wag Bracket (aim notreaitred : _ r__., __ _ VP Five Tap - 120108/24012771480V F(X) Fusing (replace X with voltage: or included) LAMP ORIEAITill N/DISTRA3UTION" (250 & 400w MH, SMH & HPS only) - 1-120.2-208.3-240,4-277, _.._._._. .... . _.. _,. ,.. . .. Ali V1al Bracket with 4" rugid arm H2 Horizontal II 0 No Ballast 5- 480.6347) VMID Wall Bracket with 10" rigid arm _ KZP Horizontal 11 High Peifamartce _, P(N) Photo Button (replace X with 0 NoamnovraMhfadalat iy Seriesfmrdd- tiomed COLOR voltage, l- 120.2 - 2083240. Bronze mm WATTAGE/SOURCE N3 fbmm�ontal Mont "Informed) BL Black �) phdM Cell e PULSE START METAL HALIDE 1113P Hortionidl It High Performance WN White (replace X with voltage- P10 IDOwv TED- 17) Series(setimemed) GA Gray 1. 120.2 - 208.3- 240.4.277: 11 P12 125w 1ED -1 i) H4 Horizontal IV (aidti-pecel PS Platinum silver 5.480. 6347) Pis 150wv IED•28) N4P Hon2a1L1 IV High Pedanrtarice RD Red (premium Idle) RP Pourer Paid Series lsegntented)with inkgrated fG Forest Green (premium idol � Quartz Beelike with 150W _ P25 25Uv1ED -28) „" house -side shed CC custom Color 4censudt factory) DC bayonet lamp Pa =w l - ) Horizon (ydr amedl (HAL# preferred) „. NS' kttemal louse Sire Shield .... I P35 3%N ED -2 Horizontal V High Performance 1 8) _ ,, n IBP atalcu g orrtaance V „µ(NlelaxDl7ype uistrrbutiorsl P40 400w IED -28) Series (segnerded) � " _ __ OMONS = VG- Pdycarbortaea Valtdol Guard . _ ., _.r W1 . 126V wxirtg Preo R0 011)„ Reved {replace XX wvA color' WI 208V Wh ing Prep designation) EB option must be r r.+nWPwvea rrioa W4111Tawr u.s SO-1.d F Flat W3 , 240V Whing Prep , .. allw with reveal notion d for ,..,n., -- - z Ae.vu a a MM }wAnMa W4 27N yYri PreR } ". , , ,,.. "I'll". ER Embossed Banc) aFiAIAd..cr- Wh.d.ay.lAr.gTired __- _ 4 AW1106vdwwOHaP.Pacc WS 480V Wiring Prep 1..:._. __ _ L..... lam0 _.. ,....... -...... „n- MM WO 347V Wiring Ell Embossed Band SPAULDING LLCM7NG SNEPT'N RAVEN -SPWMt Submitted by Lighting Virginia-Central - ` Catalog, Number. Type.: AA1 ,. Job ,Name. LF6CFI.1226EB /6CFHCL LIGHTING GoodwltAlbemarle Balzer Inc, ichm Architect: Ba z &Assoc Assoc.. . 1 and ( } VIRGINIA Notes: 4RNe� LV- CENTRALta.157a3 -: PHOTOMETRIC DATA LiteFrarneTll - 6 Horizontal Twin Tube Lensed Downlights - LF6CFH Series BALLAST DATA CFLH LAMP DATA CFL H Rm:. -; Wron 13w TvieI 13W QUadI 13W Twin 26W Quad 1 13W Quad { It]t I Isw ck-d I M 26W Quad R.i.d lit. ,6„\)06. i2+ia3 120V. 277V 347V E 120V 277V 347V 1 120V 277V 347V ) 120V. 277V 347Y 3cxd sv,re dam 26. 26.. N/A 29 29 's3 35: 35 39 51 51 5/. I,4.A4Li "TA.rpit. 11:22 6.10 NIA 0 -25 O.Ir 0:10 0:30 .0:13 G.C6- 0:43 0:1.9: ,,17 IM.w Fiwti- yn, ttz ti0160 50/60 N/A `,.0 /60 501rA :0/60 54%60 %9160:. 50160:: 50/60 50 /60 S0f60 r < Powci ocicr !35 : < �.,95 J t 1A .: 99 <- <.95: -.99 x.99 < 95 . < _99 <.99. a_99 -. r5 B.11- tiuca-98 . <98 N/A <1.:0 <Lo 98. ,vs <.95: <98- ,10 <l u: <! 0 _148 idolHo,- .LinWnrn. <10'-5 <I0% N/A e)G% "W% eiOM „:. -.1 fFfr .iM; <iol& <Itn cl}': <d6"6 LAMP DATA CFL H Rm:. -; Wron 13w TvieI 13W QUadI ISW Quad) 26W Quad i Ralcl l:r•ees. 1U r t < x { It]t ,7 0 1 Eeir:a;r. 01M >3 49 M 15 R.i.d lit. ,6„\)06. i2+ia3 12_000 12.0w), CRI 82 R2 it ?: 132. Ml., S.Tim f-P, 01 "i2f •s2°F 1173- LF6CFH226E6 /6CFHCL'Clear Allzak° Reflector and Clear Lens Lomp; 2- CF26DD /E1827 /APSYLV%NtA Spacing Criteria'. 0 '.1.2, 901s T -.3 _f5cient X20.6. "K Y LUMINANCE DATA IN CANDELA /S0. METER M 1 CANDLEPOWER Average 9, Yarn at 0 "e 45' CANDLEPOWER: 451 13586> '5189 DISTRIBUTION 55" 4161 4265 4473 SUMMARY 4094 75' 3228 3228 3228' 90 ArvgY m 90-: lsw J e r Ceiling 80:', Waif 50%r Floor 201% 75 0 410. 410: 410 i 7 5 2. Coding 801; W<J150% Hoot 20% It 4 5 412 413 406 150 e i. 5 _.I he lumen do p, xiou"factoris0.8:. 0 410 433! 407 (2) 26W Quads n r 11: 60 1S 397 434: 398 &;0' 6 4 3 9.0' 4 3 20. 365 419 366. 11.0 3 2 1 12.0 2'" 2 25 346 400 345 300 1 15 -0 2 1 r'nr- "lC1iNTC ne 11`11117AnnW 30 323 371 ' 325- > :. a 35 297 338' -' 299 gasket between the housing and accessory: - TGIC Thermoset polyester powder pad Wish applied at nominal TEM MF WP POLJ5 BRACXErACCESSOM (27/4`0D Isron) AS 40 241 275' 253 • Mogul porcelain socket pulse rated, with spring haled. nickd -plated cam contact and reinforced lanin grip catalog If Description 45 169 180 179 450 c us ORDERING /NFORMATON 50 89 90 99 RCS . A4 P25 H3P - FF . IDB HS i ww TETA -X)VA __ _ _ _ Triangular Polle Tifton Adapter - 4" (3 at 120 oe tes) .. ..ge_ 111, 55 40 4f 43 0 15 30 OPMAIS coal? 60 33 34 34 1 4 "- taPA3 Round Pole ter 3 / 33 %4" _ . Adapter ( } fDUNr 515 150w !ED-23 UZI T T6 -Tap" 120/277/34N RPA4 Round Pole Adapter (37fe- 41/s ") 65 29 32` 29 0 - F(X) Fusing ireplaee X with voltage:+ 70 23 26 23= 90 11 WB10 Wag Bracket with TO- rigid an H2P Horizontal I High Performance r, FIX).,_ Photo Button (replace X with 75 4 14 IA: 4.277: 5-480,6-347) WATTAGEJSOURCE Hll Horizontal Ill ,h nlormed K PR(1) Photo ceh Recept" - -. -~ 80 5 6 1- 120.2.208.3.240, lit i¢si N.: 543 5- 480.6347) 85 1 2 1 7 OZ Quart Restrike with 15DW = P"M 250w oED -28) house side shield CC Custom Coker (consult factory) DC bur of lam 90 0 0- 0 LUMINANCE DATA IN CANDELA /S0. METER M 1 An m Av ra s Avera e: 9 , Average 9, Yarn at 0 "e 45' 5C'. 451 13586> '5189 15105' 55" 4161 4265 4473 65' 4094 4518 4094 75' 3228 3228 3228' 85" 1369 685 1369' AVERAGE INITIAL FOOTCANDLES Mvbip a inns lSquare Amy) J e r Ceiling 80:', Waif 50%r Floor 201% 7 4 Assumphons, e . ":3 I: Mukipie Units ISgwreArraYi i 7 5 2. Coding 801; W<J150% Hoot 20% It 4 3. .4 £ xture event Y spaced ed m the ceroor at the roam 4 iho loam is sgvkrro and has a width andlongm ogvo): to hnce the ianm spacing.. e i. 5 _.I he lumen do p, xiou"factoris0.8:. is ! 3 6. .Tiro dirt ' depreciation factor is 0 -98, 6 (2) 26W Quads n r 11: SPACING RCRi RCR3 RCR7 7.0' 7 5 4 &;0' 6 4 3 9.0' 4 3 2 10.0 4 3 2l 11.0 3 2 2:: 12.0 2'" 2 1 t 10 2' 2' t 140 2 1 1 15 -0 2 1 r'nr- "lC1iNTC ne 11`11117AnnW 1 7:....a e,,- n -.-,;, A NOTES Rotor to www.prRxokte -corn for additional photo m inc test {iES Nos +. When ordenago sloped ceiling adapter, specify the degree ail slope. in S` increments, mrai. of 35', For a more ptacne dog" or witcaila g eippiiconons; plec a. comactfodory. Sapedcel6rig adopter and housing,must i. ,.sralied artbe same nine. W e b pies c tt ta co m Tech Su pport. (88 8 ) 777.4832 01 Corpwofe Thive Spon-1,l q SC -9303 U:SA, - Piiene(8641599- 6000'. ,0 m Ci NP.- ,,�t'a...es k�cwc +Munn!fk,Mrq.1.x.FV.�I.M1t,Plrw.- rescolite :,.__.A__ :.eetw as,. yrtt,+.- iitlo?o. 'reer:u:. IIrr00.11 Submitted by Li 211tinq Vir inia - central. Catalog-Number: Type:.. aA4 Job Name: RCS -A4- P25- H4P- F -Q -DB Goodwill Albemarle. LIGHTING G L R4 VIRGINIA Architect: Balzer SASSOC Inc. ..(R- mchmond) . Notes: A -0RNE°` ' LV- CFNTRAL44- 15743 ORDERING 1NFORMArION ACCESSORIES - RCS ' Aun be ordered separatdY. Form)) imtalLltimt:l ADDITIRI L ACCESSORIES Catalog Number' 80%': 70% , 50% I 30% t Ionia ; 3':: J the - # 1 R CS-H 5-2 3 .YOiVAd!.pw+w ....� . .- .- ..-- ..-- ... --. F RPA2 -XX x 70 5030 10 7050 30 10 : 56 3010 5030 w0 50 36 10 RCS- #S-2P -- - lneral ilimpt Shield% n9 1 RCS - H2P dlstnbubons 1 =RP 3 •XX' a . . __ _ _. Round Pa k A tli to r 1 3 H 3 t) RCS -HS-4 __ _ t nter nal Lm Shield i ( RCS - R4 i sin buwn ___ 3 J e r e e 7 4 5 e . ":3 4 i 7 5 v 8 a It 4 n 13 t d 4 5 _ n t - e i. i ) is ! 3 1a t-_'_� 6 s a it 1 7 n r 11: i t " 7 15 i A 7 . f 32 11 : 71 :6 s 1 3- 4 ] 9 _ - - -- . -_.. -_ ____ -_-____ -__ ____ 10 R gitl Sfraignt Arm .i 11 J it IU,3 9 7 } U' � 11 ? V 1 i n C A. i6 > :. a 3 2. No oM4rm9rildri• $A"IWO avr I'Morew2 NOTES Rotor to www.prRxokte -corn for additional photo m inc test {iES Nos +. When ordenago sloped ceiling adapter, specify the degree ail slope. in S` increments, mrai. of 35', For a more ptacne dog" or witcaila g eippiiconons; plec a. comactfodory. Sapedcel6rig adopter and housing,must i. ,.sralied artbe same nine. W e b pies c tt ta co m Tech Su pport. (88 8 ) 777.4832 01 Corpwofe Thive Spon-1,l q SC -9303 U:SA, - Piiene(8641599- 6000'. ,0 m Ci NP.- ,,�t'a...es k�cwc +Munn!fk,Mrq.1.x.FV.�I.M1t,Plrw.- rescolite :,.__.A__ :.eetw as,. yrtt,+.- iitlo?o. 'reer:u:. IIrr00.11 Submitted by Li 211tinq Vir inia - central. Catalog-Number: Type:.. aA4 Job Name: RCS -A4- P25- H4P- F -Q -DB Goodwill Albemarle. LIGHTING G L R4 VIRGINIA Architect: Balzer SASSOC Inc. ..(R- mchmond) . Notes: A -0RNE°` ' LV- CFNTRAL44- 15743 ORDERING 1NFORMArION ACCESSORIES - RCS ' Aun be ordered separatdY. Form)) imtalLltimt:l ADDITIRI L ACCESSORIES Catalog Number' Desenotion Catalog # Description R CS-H 5-2 3 internal Lamp (RCS -H 2 & distributions) iiutans): e%eP__ F RPA2 -XX x 1 Round P Adapter e r V 3 " RCS- #S-2P -- - lneral ilimpt Shield% n9 1 RCS - H2P dlstnbubons 1 =RP 3 •XX' a . . __ _ _. Round Pa k A tli to r 1 3 H 3 t) RCS -HS-4 __ _ t nter nal Lm Shield i ( RCS - R4 i sin buwn ___ f- 1PA4 -XX Round P Adapter t3 f i 4'h') .1 - _ RIGS -Pills - Ua Polycarbxate Vandal Guard sus peed 3" Ueto w coo nd ---__ RPAS XX x F _ __- Round Pak Adapter 5) i __v_._____- -____ RCS-HS-31P --- (_ Internal Lam Shfdd 1aJ ( S - distributions) FHPAR -X)V Round Pak Adapter 6 "1 - - WB- CR-XXi WO Bracket PHOTOCOM Et7bn1NVIElYi ARM- F- K -TA-)W Tervin Arm (singlet adjustable (2.b 0.D. tenon/ dM18111 m USES _ , c - Provides a atperiar lighting solution for awvide array of alealsile lajtfi g appl cations Ca"TRiACTIOIV - Lightweight. rugged, one piece die formed and welded lair copper aluminum rectilinear housing_ Pre-drilled for ARM- I;TK -TA•X V Tenon Arm ionbk 18W) adptsW* (2x4 0 D tenon) Catalog Number Description ARM- , --Adjustable °°° Arm FTL -i Photocalvd - Twist-LOW CON (12OV) ___... __j' .__. d_...__. _. 4-S-XX ARMr -4SXXs -1-111 ; 4- igi gldAnn 4'_igd_ M-8 8 Phntaconvol : %rise -Lock` Cell t120.277V! , -, ___ -.._ - pRRN FI a _ - - -- . -_.. -_ ____ -_-____ -__ ____ 10 R gitl Sfraignt Arm Pet -5 Phgtaontrd - T Lxdc k .vest Ce (480V) -_. - .. -, 1 F- Ot;ALR _.,. _ ... . ... .... .. . Direct rtwtmt hardware left PTL-8 Photacatt . -Tvr- LockI __t347V) TPLB -XX :, 11 . TwwnparatktItbninamretlracket.. ... ............ PSc Shorting Cap - Twvist- Lock" --- _ _, _ __. _ _ -- --- _ �._ _ ____ __ • Housing attaches to at mounting %v two 1,2" diameter Dolts(rods. Mounting cpt onsinclude rigid arm - Oph" mmostable Pawn -Par O with quick dbcatrect available fa assemblies, knuckled aim assemblies for llat surfaces, iknuckled arm assemblies for 2-318- OD terion. weal bracket w4ess renaroat d ballast assembly. 2. No oM4rm9rildri• $A"IWO avr I'Morew2 WA5111`.R(42) ' -, PROJECT10tk. gasket between the housing and accessory: - TGIC Thermoset polyester powder pad Wish applied at nominal TEM MF WP POLJ5 BRACXErACCESSOM (27/4`0D Isron) • Roraatpe h}rlrotamed and hgtt pedomtance segrtemed reHeaas available inlES type 0. M. N and V accessories am thoroughly deaned with acid and alkaline distributors. H2,'H3M5 (hroolomned). H2P limutillacelled hydrdarned), ff3RHVM5P (sue), LISTANSICERTAfiC41INS (ASS version requires 4- round pole: adapts) • Factory installed intend house side snield induced with H4P rellecbor assembly - Approved by Dte International DarlkSlky Assoraiatio t • Mogul porcelain socket pulse rated, with spring haled. nickd -plated cam contact and reinforced lanin grip catalog If Description tal QfCTRICAI SETAWN, Square Pole Tenon Adapter (4 at 90 degrees) c us ORDERING /NFORMATON _.___- _ RETA -XKu _ florid Pole Tenon Adapter - 4" (4 at 90 degre eln I RCS . A4 P25 H3P - FF . IDB HS i ww TETA -X)VA __ _ _ _ Triangular Polle Tifton Adapter - 4" (3 at 120 oe tes) .. ..ge_ 111, I Berrie Odentationi0isviattion . _. f/GOrc -]Mwo Mcrwm.g:o9NroaxoN SMRC477ONS 2 AaranveAW 02 Aft OSTROM HOUSUi6 Die forted rectilinear housiM has continuous comer welds creating r7PM Multiple levels of photomettic perfarmanueto be achieved via; tiered' optic a seanNess one- enclosure, Claus consintcttd from heavy low piece Housing Wy gorge copper ONenrtg rmt9ing from fully segmented to hydroforme4l reflectors. All optical assemblts l? aumiaum alas: Door assembly recesses cmmptHdvwviltim l#nitaia /rousing creating toliefd mote in 9(r increments. AN distributions to be ES - Full Cub* classified: evenly spaced reveal and floating door appearance: internal house side shielding to be available on Type H, OL and IV distributions and should be factory or field installable. DOOWLEMS' Extruded alum um doorhame has 451 miter cut comers vath interact comer key brackets for rigid support. NYodtzed finish with nabxat akitnianm poor. HMIWE/CAL Available HID wvattale ramgeof 100 to 400 watts from: Pulse Start Metal Tod -free entry design provided from COrro6iat miNstarB; spring foade l die cast Halide and High Pressure Sodium sources. Optional removable Powr -PanIR provided zinc thumb Latum (one per Comer). Door anetro(y hinges forward doward pdel and with quick Connects on both ballast and socket Marls. Additional optics mchde haig. bac kviiards (away from pole) and remain Captive to the tuminaie holing when only photocell ell control, and quartz restrike lamp trop latches are released. Complete removal of door is achievable w ildiat tools. Extruded si icon seats tern Mss to doomarne and door frame T coif ' gasket tlrolk positively tempered /9Mf1SN 9C thernroset' fulsh atnaninal 25 thtdk- � polyester pawvder pard alldmed to lumiraie housing ensuring a contaminant fee emvionmenl: Tempered flat glass lens rim Prig to painting, all luminaires and mauling accessories are Ommu ry cleaned mchdes Internal coating of temperature resistant black silk- screening so hide electric with acid and aNuli to dearuers followed by the applicalosl of a dlontate conversion r ompaarnenc coati g. AfOONT` The lkmnnaie housing attaches to all mounting hardware via two 112" USTAW4CWTl= I= Listed to (L1598 fa use in well locations. diameterbdts/rods. Mounting ep5ans include rigid arm assemblies. knuckled arm assemblies for Bat surfaces, knuckled arm assemblies for 2 318" OD tenon. was bracket adapter, and rand pole adapters ensuring maximum lummaire versatility. AR'a monnang accessories provided with gasket betwveen the housing and accessory, NUi LOCKWASHER - POLE TOP =<. -. POLE COVER FLAT WASHER _.L. GASKET �THREADFDRODS .. .. q. z.zs ARM POLE COYER tAJIPLATE ..._.. i-'}}}�'```0 MUSING, .- _ -O- _ • l ss C .,1 . �WUNDPD*LEADPM SOMME 0.563 POLE: ,875 , 2HOLES ROUND POLE Due to our continued' efforts to improve our products, product specifications are subject to change without notice. Spaulding Lighting • 701 Millennium Drive - Greenville. SC 29607 -'rte: 864 -678 -1000 For more information visit our web site: www.spotddinglighting.com 1.11MI90020115PAIUM LVOM ANi'Iyr S. -.d.: RAVBIdP*Mn r Pf41N 14 WA. Submitted bir Lighting Vi inia- Central - Caialog;Number. _ 4 -P - - _ RCS A 25 H3P F Q DB HS - Type. -Tor AN' -. .. Job Name: LIGHTING Goodwill Albemarle G ood be rte , (,(' 3cL: c nctr R3H VIRGINIA Architect: Balzer &Assoc. Inc, (Richmond) ( 1 Notes.. I .'-4 .�. Rme I ❑DMX ML 0 b049 + ` 8 114' 9(Y +. _ ,. - 50R , ---C===r- , 1 / ` 1. SLOSTL7 fl0LT HOLS rrYPt 2 3 O T20R ( /B' 00 ) •. LV- CENTRAL14 -1 5743 RAVEN Call.# Approvals 0 72O (2 7/9- 00) p- MULDItIG SMALL RCS job Type a , a TSOR ( n . on ) SERIES dM18111 m USES _ , c - Provides a atperiar lighting solution for awvide array of alealsile lajtfi g appl cations Ca"TRiACTIOIV - Lightweight. rugged, one piece die formed and welded lair copper aluminum rectilinear housing_ Pre-drilled for .A moutut . CoflbaiWscomer welds fa SeNMesS one endosm aJ I>lece a DOOnaI - 0 decorative embossed hand and reveal colors available I 3,4. OODRA.ENS ASSEMBLY Revisions • Door assembly recessed completely within lummaite creating evtttly, spaced reveal and floating :....... door appearance A B C EPA W9lght - Clormsion resistant extruded and anodized aknimrm door frame has 45 klegree mete cut comets w will R CS 8 5 1 2 1 FT.* 42 LBS 6.25. 3 5 internal caner k brackets for rigid and t�•p5f zinc key 9d suPDOn mC - 1td1eS for told free �y -" .7 • boa assembly hinges forward toward a and DaCkvraNS ' Mom amid remakes 've 2M mm Y �9 ( roe) )away pole) caph to the - 413 mm 9 mm 1' 5 1 0.2n 19.1 k9 -. lumtnatre housing when only two latches are released. Complete removal Of door is achievable without tools. 407E EPA and eenGet vawsdo norm. ktol, mum" liart. - Extruded silicate gasket p otidi y seals around tenWed glass lens to doorframe and doorframe to housing F'v" homT.Wv o.2 R £PA: 7m naY. d u 0J if fPA ensult a containment free environment Tampered class lens includes internal coating of Temperature ure resistant black sick screening to We ekddcal compartment ELECTRiCAL con'i ANCHOR BOLTS (AB) MOEIfOM - -1 SOW and beimv HPF LAG type balWl starting at -2T F ( -etT F for HPS) • Housing attaches to at mounting %v two 1,2" diameter Dolts(rods. Mounting cpt onsinclude rigid arm - Oph" mmostable Pawn -Par O with quick dbcatrect available fa assemblies, knuckled aim assemblies for llat surfaces, iknuckled arm assemblies for 2-318- OD terion. weal bracket w4ess renaroat d ballast assembly. adapter and round pole adapters ensuring maximum kmmtaie versaahly. AN moatletg accessones provided with RNISN WA5111`.R(42) ' -, PROJECT10tk. gasket between the housing and accessory: - TGIC Thermoset polyester powder pad Wish applied at nominal OPTICS 15 mil Nmiv,ess. Prior to painting all Luminaries and moon" • Roraatpe h}rlrotamed and hgtt pedomtance segrtemed reHeaas available inlES type 0. M. N and V accessories am thoroughly deaned with acid and alkaline distributors. H2,'H3M5 (hroolomned). H2P limutillacelled hydrdarned), ff3RHVM5P (sue), LISTANSICERTAfiC41INS phOnN fxdY meld . H , H2P; H3P and - Usted m LX•1598 for use in wet locations. • 0 a hid installed vntF -trsl base side available with H2 3 H4 • Factory installed intend house side snield induced with H4P rellecbor assembly - Approved by Dte International DarlkSlky Assoraiatio t • Mogul porcelain socket pulse rated, with spring haled. nickd -plated cam contact and reinforced lanin grip 5- MAX screw sheN, Medium base socket for EDT 7law tal QfCTRICAI e f r, `+ilrlr' • 200w -400w GWA NPF ballast at -20 d F -40 F for ( tfPS) type starting raerng e9 deg c us ORDERING /NFORMATON • FULLY GALVANIZED PER: ORDERING EXAMPLE: RCS- 44•P40- 113- F -O -D &L I RCS . A4 P25 H3P - FF . IDB HS i ASTM A-153: 4 ; : Series. Mount Wattage) Lane Lens Voltage Cola Options I Berrie Odentationi0isviattion X VERIFY VOLTAGE I SOURCEJIPATTAGE can't tiny Tac OPMAIS coal? RCS Raven $maN i100.4iX)wI �_ NIGH PRESSURE 50BUM 01 Quad. rap" 1201208/240/277V _ , _ _ -. RPA2 Found Pole Adapter (2 }!4 3110 1. 1 w ED- 1 5 0 tun i 231 . _ _ .... - - 1 4 "- taPA3 Round Pole ter 3 / 33 %4" _ . Adapter ( } fDUNr 515 150w !ED-23 UZI T T6 -Tap" 120/277/34N RPA4 Round Pole Adapter (37fe- 41/s ") A4 :vm Mlxub(iuludes 4' rigid arm) S25 250w ED-18), _ - , I E .5OHz 22Oi240V (250.400 &. RPA5 Round Pole Adapter (5")-_ Atli' AIM __.. .-„_ an 1110 amt) SO 4ODw 1ED -18) 1000w MH. PSWII & HPS only) . _ RPAO Baud Pole AdapterBr) WBa Wall Bracket (arm not required IP Foe -Tap - 120120&+24012771480) F(X) Fusing ireplaee X with voltage:+ or included LAMP ORIENTATIOMMSTRiBUTION 250 & 40ow Miff, SMH & HP only) __ _ . ( S y) -T 1 2D.2. 208.3 - 240.4 -277, _. 11 WBA4 Wall Bracket with 4" rigid arm H2 Honztxttal It ... .._. 0 No sagast ... . _, .- 5-480, 5.347) 11 WB10 Wag Bracket with TO- rigid an H2P Horizontal I High Performance r, FIX).,_ Photo Button (replace X with 0 No amt or wag bracket xis.^-v Series lm tti- faceted COLOR vdtane: 1- 120.2 -20& 3-240, hydrdameth I 06 Dark Bronze 4.277: 5-480,6-347) WATTAGEJSOURCE Hll Horizontal Ill ,h nlormed K PR(1) Photo ceh Recept" - -. -~ PULSE START METAL HALIDE H3P Horizontal IN High Performance WN:. White - _- (replace. X with e+ bqe P10 100wv(ED -17) Series (segmented) BR Gray 1- 120.2.208.3.240, lit P12 125w (ED -17) Hid Halzontal.IV (multi-piece) PS Platinum Silver - - 5- 480.6347) I ' PIS 150w (EO -281 W HoNzonial IV High Performance RD Red (premium clog I 1 RP Power panel -. P i ' Series Isetunented) with integrated. FS Forest Green (premium cola! OZ Quart Restrike with 15DW = P"M 250w oED -28) house side shield CC Custom Coker (consult factory) DC bur of lam w I - ) H5 Horizontal V (hydrolamed) (HAL# preferred) HS` Internal House Side Shield P35' 350wv IED -28) H5P Horizontal V High Performance _ _...._ (all except Type V i istributions' _.... P40 _ , 400w 1ED -28) _ - .. � _ .Series:IsegnentadY __, OPTIONS. _ _ year a oar _. W1 120V Wrong Prep R(XX) Reveal (replace XX writ Color. tENS W2 208V Wiring Prep desgnauctil EB option must be t raexvrirw4drorraaNerndrswrordi.a F Flab.... W3 2dpVtNiringPrep ..- chosen with ..... , 2 P". Wforso- k0000wmat Will 277V Wiring Prep Ell Embossed Band 3unsex:d d,row haldear.xd r47pwed ,...., ._..._.,._.- .._..._. WS 4$OV ova; Pre P INer r+em.dwWrHJP aI .. ., - .___ _.... L Lamp rare ANPr-.N6."W.sdfatA.ura WR 347V Wiring Prep ANCHOR BOLTS SPAULDUMBLJW17116 SHEET # 84VEN- SPEC.2/1i Submitted by Lignting Vir inia- r-entral - Catalog Number: Type: 7OA4r, Job Name: SNS - 17.5- 40- 11- AB-PC(DB )-DM19 LIGHTING : G000,140 A,11_ narfe Architect: c " -szer &Assoc., Inc: Richmond POLE VIRGINIA (Richmond) Notes: ,- LV • CENTRAt -14-15743 011119 180 r, 103 W-a =.FO4= R , (,(' 3cL: c nctr i /' O txxz9 t(Jy� J I I `+1'%.270' I ❑DMX ML 0 b049 + ` 8 114' 9(Y +. _ ,. - 50R , ---C===r- , 1 / ` 1. SLOSTL7 fl0LT HOLS rrYPt 2 3 O T20R ( /B' 00 ) •. I 0 72O (2 7/9- 00) p- I a , a TSOR ( n . on ) I I POLE TOP OPTIONS I I I t p t I I I 3,4. Revisions DRILLED FOR SINGLE ARM (DM19) - - -- om WALL THK T -(- + Ire' BASE PLATE DETA LI: I PAINTED TO MATCH -4 f- 3W I SPAULDING DARK BRONZE i (PCDB - VERIFY COLOR) : _T_ HEX NUT (x2) ANCHOR BOLTS (AB) tier I WA5111`.R(42) ' -, PROJECT10tk. 4T MIN I 5- MAX 17.5' I 5OUAR2 ''T,;WGHT 4' x 4" X IGA 7' - ANCHOR BOLT. TEMPLATE: AST-434W-4 I • FULLY GALVANIZED PER: I ASTM A-153: 4 -I--) I X i O I ANCHOR BOLT DETAIL WIND (MPH) 80 90 100 Q I EPA 9.6- 6.7 4.5 1---I i CD 17.5' POLE 25tEXPOSED vifaclrt 240 fez 150 LOADING CHART I CONCRETE BASE BY OTHERS COMPONENT SPECIFrA-nom POLE SHAFT ASTM A-500 GRADE C 1~ a) OVERALL HEIGHT= 20FT. I BASE PLATE A SAM A% a) -l_) ANCHOR BOLTS 'ASTM F -IW4 WADE 55. ,C: U I MISC. STEEI. ASTM A-38 i 2.5'x ' SPECIFICATIONS "'IN eRCfO 1. ALL FCARWARE TO BE GALVANIZED TO ASn1 A153,. 2. POLE ASSEMBLY TO BE PAINTED OR GALVANIZED . i H HLXY @: CY 3.:. ALL WELDING TO CONFORM TO AWwS 01.1 EDITION. MOST RECENT ED i& CoVeR OVfR 4. POLE DESK -.N r5 BaSEO. AGAINST COMMERCIAL GRADE STANDARDS. 5, DESIGN WINO SPEEDS IN LOADING CHART INCLUDE 1.3 GUST FACTOR. S. POLES SHOULD BE MONITORED FREOUOMY FOR SIGNS OF HARMONIC VIBRATION. WHICH WALL CAUSE STRUCTURAL FATIGUE.. CONSULT FACTORY FOR A DAMPING DEVICE THAT CAN HELP MINIMIZE THE EFFECTS OF VIBRATION. : ` - `I - !. GENERAL NOTES POLE MARK FOR APPROVAL 1yPE BY: 6AM' �",'w-ian AMI-410NN WTE POLE 2800S HULFN FOR7;k601'TX 76109 FORT -3682 P1L.. 817-924.70(9 FAX A.r 1 I.,,,,,, ; 5t.a.: -_ NONE. . ;;. r. 05/10/07 3..c ,v BM w,r., °` .A,rr.° 0 "01.7"i- c:�_ ::feu :et : At lic CKR •- CON }1DE4T1AL -• 0L5. -7r wwwerwrmrAwma awwa.N= 1'r0ayaaaa,a'.Olmi.ilN.ndf>PD. a a ®a. keNSes SQUARE STRAIGHT STEEL it>.51N: [vuiaaii S. i 4; 1.ro _"oiT xtnRtvnoncrm.iwiaremnwes7nnw:a rw •.nurArrm tae. n 17.5' X 4 X 11 GA -. Submitted by Lighting Vi tnia-Carural JCatalog Number: Type:. taAw, Job Name: RCS= A4- P25_H3P -F- -DB -HS , Q LIGHTING Goodwill Albemarle R3H VIRG I NIA Architect. Balzer &: Assoc :, I nc (Richmond) ) Notes- 14,9 Ne��11 I + ORDERING INFORMATION ACCESSORIES - M (Must to adored sePvareW:fa tieWinsawatlar.) ABMntOM ACCESSES Catalog Number Description' Catalog # Desmofim RCS- HS -23< internal Lamp Shielding (RCS - H2 & H3 d stributions) F- RPA2 -XX'x Round Pole Adapter (2'le - 3':a ") __.. RCS -HS-ZP Internal Lamp Shielding (RCSa H2P distributions) _ F RPA3 -XX" Raind Pie Adapter WA - 3'fe "j .... ., , , ..:. RCS -NS-4 .. ^,_ -. _- Imilmat Lamp Shielding (RCS.- t14 distribution) : ___ __ -N_.� F -RPJUI XV",....... Hound Pole Adapter (3'la - 4'h')::. _..... _ _. _.. - __._.. ... ...,.. .,,,, ..... _ RCS -PVG 1 s" Potycarfwnate Vandal Guard suspended 3- below doa:harrsa F- MA5 -XX'x Raatd Pak. Adapter (5-1 . ,__ . _._ _ ._ 8C5 HS 3P .n f t H F.RPAO -]OV Round Pct 6 lima Lam Sh RCS 3P _____u ___ ) P i Adaptor( eldrm9 _ WB- CR -XX' Wall. &admit -- PRO F.QUIPAN NT ARM -F-K TA.XX' Term Arm (stale) adjustable (2'.c 0 D. tenet) _ ARM-FIX -TA-01 Tenn Arm (double 180.1 adjustme (2w O U: terwnf , -11 Catalog Number Descnption ARM-F•K- S -XX'*' Adjustable Ann PIL -t Photocommi - TwvW -Lock' Cell (124V) .. '. ..,. _ ARTAFiSXX's 4 tiigtrJSbagDtArm PTL-8 Photoconvol - TsAst -LocK- Cell 120.277' _ ( 71 r _ ARM 10 _ XX ID' R Arm F d Strad M - g 9 PTL 5 Photocornud - TI Lock` CeN __ - _ ._� _ -_ .._ 1. t46�n FOM Direct mount hardware kid LK PTL 6 Pttotoconvd - Asst- lock - CeM (347V) _ __,. _ __ __. TPI.B -XX. _, _ ___ Twin parallel lumiure bracket PSC Shonitg Cap - knst -Lodi __ ----------------- , ,, ,-„_ .., .... .. ,,... ..,. ,._,. iaarx..11xi,4e char cAairs:..:aa.i>rk arau.,. 2. Mon Wr..9pWM sp.afrPobGW PM" 02 7ENON TOP POLE BMW ACCESSORIES?2710"OOtenon] (FISS version requires 4` TWO Pak adsptal Catalog # Description SETA -XX- .._..._,_ __ Square Pole Term Adapter (4 at 90 degreesi: ,_ ...- ..v_ - - -. REIIA- UOT_._:. PrideienonAdapter -4 - {4 at 90delfreest_,__.._ _ - YUA.XX" Tiw -qutar Pie Ta1as Adapter - a" (3 at 12O degrees) . 1-111 IAap4rnle .6roacnaar.l DoNrWVCBronro: SMIRCAMNS 2 AaWaerdrNrd*WAp dm HOUSING Die formed raylinear housing has continuous cam we[&creating OF7R;S Multiple levels dphotanehicperormance <to be achieved via tiered opfic a seamfes; ae- iece enclosure. Housing from heavy gauge copper offering fully segm toted to h Ydro famed rekctas, AP optical assemblies Nks'; aluminum ahoy. Door assembly recesses canpletely within lu i take housing creating to field rotate in increments. Ali distn'luaons to be tES - Full catch Classified. evenly spaced reveal and floating door appearance. Internal house side shielding to be available on Type N, A and IV distdbuoalsand' shaild -be factory or field installable, DMXVLERS Extr ded atummium doorframe teas, 45' miler cut corners with idetrwf confer key brackets for rigid support. Anodized rrnsh with natural aNimmutn doter. ELECTRICAL Available HID wattage range of 100 to 400 watts from Pulse Start vleta) Toot -free entry design provided from obtrusion resistant spring IOaded die cast,. Halide and High Pressure Sodium sources. Optionatremovable Pow-PadR provided:. zinc thumb latches (one per coma). Door assembly hinges forward (toward Vote) and With quick connects on /loth ballast and socket ( tads• Addlitlaba( options include fusing; backwards :(away ham pole) and remain captive to the luminade housing when a0 photactN cell conlyd, and quartz restrike tamp.: two latches are released. Complete removal of door is achevaola w ilho ut tools. Extruded silicone gasket profile positiwefy sears tempered glass lens to doorframe and doo f elm MME TGIC thermoset polyester powder paint finish applied at nominal 25 nil thick- to tuminalre housing ensuring a cattimonant fee etw arritent. Tempered flat class lens rest. Prior to pairfitg, all lummaies and minting accessona ate thoroughly cleaned includes internal coating of temperature resistant black silk- screening to hide electrical with acid and alkaline ceaners followed by the application of aChromate conversion colmparhnem., coating. NOMr The fdminaire housing t o all mounting hardv-are via two 112" � 9 L'SItM6SfCRtTRgCATTOR tasted to U11M for use in wet bca¢bns. diameter bodsl rods. Mounting options include rigid arm assemblies. knuckled arm assemblies for ftat surfaces. knuckled arm assemblies fd 2 3,18" DD fence, weal bracket adapter. and rand pole adapters ensuring maximum hortative versatility, All mam(itgaccessones' provided with gasket: between the housing and accessory. NUT LOCKWASHER .POLE COVER. FLATWASHER, -- POLETOP :. GASKET. , 11- QTHREA11EDROOS_, 00 (L 2.25 POLE COVER NUTPLATE. ___- ARAB 2- � HW�NG< 1 O,. � - I g r is 111 _ - ; ' , 1 . SO POLE Hg 0.563 D�,� OLE 2 HOLE' S LWIRD POLE ADAPTER ROUND POLE'. Due to our continued: efforts, to improve our products, product specifications are subject to change Without notice. Spaulding Lighting • 701 Millennium Drive - Greenville. SC 29607 • miliff 964- 678 -1 ODD For miore Information visit out web : site: www.spROldinglighting.cam C"Aflik O 201 I SPl1WOn0:WOW Ad SOU 904er- .:.IIIW8 VF=I PAie.e I. UM Submitted by Lighting Virginia- Central Catalog;. Number: Type: �aA4,,, Job Name: SNS- 17.5- 40- 11- AB- PC(DB) -DM19 Goodwill Albemarle LIGHTING POLE gVIRGINIA Architect Balzer &Assoc:; Inc. (Richmond) ' . I I I i.V.CFNinal7an17a3 Pole Shaft The pole shaft shall be fabricated from weldable grade carbon steel f'structural ` tubing which has uniform wall thickness of I I gauge ( 1 19 b ), 7 gauge ( .1793" ). or 3 gauge (.2391 "), The pole shaft material shall .con form to ASTM A 5 00 Grade B with minimum l l d strength of 46,000 psi. Each section is one -piece con- struction with a full- length longitudinal weld and is uniformly square in cross - section with flat sides. small corner radii and excellent torsional properties. Buse Plate The base plate is fabricated from a structural quality hot rolled carbon steel plate that meets or exceeds ASTM A -36 -with a minimum - yield stren g th of 36,000' psi. The base plate ,telescopes the pole shaft and is circumferential welded top and bottom.The base plate has slotted bolt holes for a 1/2" variation in the anchor bolt setting. Hand @'tale An oval reinforced hand hole, having a <nominal 3" x 5" X _237" wall, will be installed 18" above the base plate. A hand hole cover and attaching hardware is included with each hand hole assembly. A ground lug will be welded inside the pole opposite the hand hole.The 3" x S" hand hole and ground lug comes stan- dard on all poles unless otherwise specified.; Anchor Bolts Anchor bolts are fabricated from °a commercial quality hot rolled carbon steel bar that meets or exceeds minimum yield strength of 55,000 psi. Anchor bolts are sized according to each pole design and are fur - nished with 2 galvanized hex nlrts and 2 galvanized;, flat washers. Anchor bolts for galvanized steel poles shall have 4" minimum galvanized on the threaded end to ASTM A; 153. Prime finish poles are normally furnished with non- galvanized anchor bolts unless otherwise specified .Anchor bolts will ship with the poles unless otherwise noted. Pole Top Each pole assembly is provided with either a 2 -3/8" O.D. x 5" tenon (other size tenons are available) or a removable pole cal:L The pole top assembly, will be determined by the type of brackets and/or fixtures to be supplied on each prole. Design The selection of the correct pole design is predicated on the specific loading requirements of each applica- tion. The poles located in the steel pole chart are designed to withstand dead loads and theoretical dy- namic loads developeid by sustained winds of 80 MPH through _I 00 MPH times the 1.3 gust factor.- Effective Projected Area (EPA) is the actual adjusted' projected area of the fixtures and mounting equipment taking into account the apprropriate shape factor to result in an area having a coefficient of drag equal to unity (1:0): The combined EPA and the weight of the luminaire, light 'support brackets, platforms and any other attachments cannot exceed the rated EPA or allowable weight on that pole. Welding All welds shall be of the highest quality and performed by American Welding, Society certified welders. Finish All poles, mounting brackets and platforms are furnished with a coating of red' oxidelzinc primer, factory painted, or hot dipped galvanized to ASTM A -123 as specified. Miscellaneous hardware will be galvanized to ASTM A -153. Exteriolr finish coatings are available by special request 15 phone: (866) 474 -7200 Fix (817) 924 -7049 i I AIA'.A {Li> �r +n3 :Cl.. 11 by Lighting Analysts Excellence illumination in = Engineering Software since 1984 yFt.Vh .. ,,.' --. - -" -m k, canner zW6 cagy an 1grWwg Aeatysis, arc'.`. - rn -I-) r, N O U 4,J (d Ca Revisions M �(10 �-i -I--) cis O -r I Q d, 1---I CD .. M 1~ a) Ln (75 3 U a) a) -l_) Q ,C: U Q U U] 1W '% 4W 1 t 0 0 `_J