Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
SDP201600024 Plan - Approved Minor Amendment 2016-06-23
x 9 A K MINOR 'SD '201500047 I H G F C 101 C B U .-H r.,v Ny yvu�jlC IIICtE..JJU (T) VICINITY MAP NTS CL-RTIFICA TION: THIS "TOPOGRAPHIC SURVEY OF TAX MAP #78-9C" WAS COMPLETED UNDER THE DIRECT .AND RESPONSIBLE CHARGE OF HOV ARD L. 11ANCF L. S FROM AN ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION; THAT THE IMAGERY AND/OR ORIGINAL DATA WAS OBTAINED IN JUNE, 2010; AND THAT THIS PLAT MAP, OR DIGITAL GEOSPA TIAL DATA INCLUDING METADA TA MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED. 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). ALBEMARLE COUNTY, VIRGINIA PROJECT NARRATIVE THE OWNER IS PROPOSING THE CONSTRUCTION OF A 1Z400 SQ. FT. SHOPPING CENTER AND ASSOCIATED PARKING ON RICHMOND ROAD BETWEEN THE EXISTING MEXICAN RESTAURANT AND KIA DEALERSHIP IN ALBEMARLE COUNTY. THE PROPOSED PF;OJECT IS CONSISTENT WITH THE SURROUNDING HIGHWAY COMMERCIAL DEVELOPMENT, THE PROPOSED EUILDING IS LOCATED TOWARDS THE FRONT OF THE LOT ADJACENT TO ROUTE 250 WITH APPROPRIATE LANDSCAPING TO PROVIDE AN AESTHICALLY PLEASING VIEW FROM THE ENTRANCE CORRIDOR. SHEET INDEX C1 COVER r. 4 C5 N► I m�r GRADING PLAN Lor - UTILITYPROFILES Q _ ' - - C8 r. • C10 . - _ L. LANDSCAPE PLAN C11 LIGHTING PLAN C13 LIGHTING CUT SHEETS II RESPONSIBLE LAND DISTURBER THE RESPONSIBLE LAND DISTURBER SHALL BE THE ENGINEER OF RECORD FOR THE PURPOSES OF PLAN APPROVAL ONLY. THE CONTRACTOR SHALL DESIGNATE A QUALIFIED RESPONSIBLE LAN) DISTURBER UPON AWARD OF CONTRACT. APPROVALS Department Date Department of Community Development Planner/Zoning Engineer Department of Fire Rescue Albemarle County Service Authority Virginia Department of Transportation Health Department GENERAL NOTES SITE ADDRESS: RICHMONDI ROAD (ROUTE 2`Cj CHARLOTTESVILLE, VA 1. OWNER: TAP INVESTMENTS, LLC 2903 N. /AUGUSTA ST. STAUNTON, VA 24401 PHONE: 540-885-5181 CONTACT: PETER WRAY AMENDMENT CHANGES THE APPROVED SITE PLAN HAS BEEN REVISED WITH THE FOLLOWING CHANGES: 1. SHIFTING THE BUILDING FOOTPRINT TO THE SOUTH TO INCREASE THE SIDE YARD SET BACK ON THE NORTH SIDE TO 12.5 FEET, WITH NO CHANGE TO THE SET BACK FROM RICHMOND ROAD. 2. RAISING THE FFE 2.0 FEET TO 444.5 FROM 442.5. 3. REDUCING THE LINEAR LENGTH AND HEIGHT OF RETAINING WALL ON THE SOUTHERN CORNER OF THE BUILDING, 4. PROVIDING A FRENCH DRAIN ON THE OUTSIDE EDGE OF THE SIDEWALK ALONG THE REAR OF THE BUILDING THAT TIES INTO THE DRAINAGE SYSTEM ON THE SOUTH SIDE OF THE BUILDING. 5. ADDING A NEW SIDEWALK TO THE NORTH SIDE OF THE BUILDING CONNECTING THE EXISTING RICHMOND ROAD SIDEWALK TO THE STOREFRONT SIDEWALK. 6. ADDING AN ADDITIONAL PATIO AREA ON THE NORTH SIDE OF THE BUILDING, 7. A CHANGE TO THE ALIGNMENT OF THE LOADING ZONE. TWO BOLLARDS ADDED. 8. ADDING THE ISLAND IN THE MIDDLE OF THE PARKING LOT. 9. REPOSITION THE APPROVED PLANTING AROUND THE REALIGNED LOADING ZONE. 10. REORIENTATION OF THE PLANTER ISLAND AND STEPS IN FRONT OF THE BUILDING TO ACCOMMODATE THE NEW FFE. 11. REMOVAL OF THE RETAINING WALL IN THE NORTHERN CORNER OF THE LOT AND REPLACED BY 1 H:1 V STABILIZED ENGINEERED SLOPE (BY GEOTECH.). 12. REROUTING OF EXISTING WATERLINE UNDER NORTHERN RETAINING WALL REMOVED. LINE TO REMAIN ACTIVE AND UNDISTURBED IN THIS LOCATION 13. LANDSCAPE PLAN REVISED TO ACCOUNT FOR LAYOUT MODIFICATIONS. 14. LIGHTING PLAN UPDATED TO ADD CANOPY DOWN LIGHTS ON SOUTHERN ELEVATION AS REQUIRED BY CODE. AGENT: BALZER & ASSOCIATES, INC. 1561 COMMERCE ROAD SUITE 401 VERONA, VA 24482 PHONE: 540-248-3220 FAX: 540-248-3221 CONTACT: WILLIAM S. MOORE, PE 2. PARCEL INFORMATIOw PROPOSED USE: SHOPPING CENTER ZONING: HC, HIGHWAY COMMERCIAL EC, ENTRANJCE CORRIDOR TMP: 78-9C INSTR# DB 3657, PG 606 ADJACENT LAND USEI(S): COMMERCIAL SITE AREA: 1.272 ACRES DISTURBED AREA: 1.24 ACRES EXISTING IMPERVIOUS AREA = 1,000 SQ. FT. (1.8 %) PROPOSED IMPERVIOUS AREA = 41,807 SQ. FT. (75.6 %) 3. SETBACKS: FRONT = 30' SIDE = 0' REAR = 0' 4. BUILDING FOOTPRINT = 12,400 SQ. FT. - NO. OF STORIES = 11 STORY Subrrlltt X11 Type � - BUILDING HEIGHT = :31.33 FT ° Reviewed and Al BUILDING TYPE = 281 ComrrlJranit Oprc7VOCi by the FIRE FLOW REQUIRED = 1500 GPM Y Development Department FIRE FLOW PROVIDED = 2838 GPM @ 20 PSI Date NOT SPRINKLED (FIREWALL DIVISIONS TO BE PROVIDED AS NEEDED) Ft1e b,Pi� ��- 5. STORM WATER MANAGEMENT WATER QUALITY/QUANITITY: REF# WP0201500060 -- - �igneitlire 6. WATER: PUBLIC SEWER: PUBLIC ESTIMATED DAILY WATER & SEWER DEMAND = 3,000 GPD 7. AVERAGE DAILY TRIPS = SHOPPING CENTER (CODE 820) WEEKDAY DAILY TRAVEL AVERAGE RATE OF 421.94 TRIP ENDS X 12 (12,000 LEASABLE SQ. FT.) = 516 TRIPS (50% ENTERING/50% EXITING) 8. PARKING REQUIRED: 69 SPACES PROVIDED THAT THE CONDITIONS OF THE ZONING DETERMINATION LETTER OF SEPTEMBER 23,2015 ARE WET. PARKING PROVIDED: 69 SPACES (INCL. 3 H.C. SPACES) 9. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE LOCATION OF EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON THE PLANS /.',ND 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. 10. 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. SHALL APPLY TO LINES SERVING INDIVIDUAL SITES AS WELL AS TO UTILITY LINES WITHIN THE PROJECT. 11. ALL UTILITY LINES SU(CH AS ELECTRIC, TELEPHONE, AND CATV, OR OTHER SIMILAR LINES SHALL BE INSTALLED UNDERGROUND. THIS 12. NO GRAVE SITES WERE OBSERVED DURING THE SURVEY OF THE SUBJECT PROPERTY CONTAINED WITHIN THE LIMITS OF THIS PLAN. 13. THE PROPERTY IS N07 LOCATED WITHIN A 100YR FLOODPLAIN, 14. INTERIOR PARKING LOT LANDSCAPING REQUIRED = 5% OF 23,523 SQ. FT. PARKING LOT = 1,176 SQ. FT. INTERIOR PARKING LOT LANDSCAPING PROVIDED = 4,664 FT. 15. TOTAL SITE AREA = 515,410 SQ. FT. TREE CANOPY REQUIRED = 10% OF 55,410 SF = 5,541 SQ. FT. TREE CANOPY PROVIDED = 7,452 SQ. FT. 16, THE SITE IS NOT LOCATED IN A RESERVOIR WATERSHED. 17. SOURCE DATA: SURVEY BY BALZER &. ASSOCIATES, INC, JUNE 2010 HORIZONTAL REFERENCE IS NAD83 VERTICAL REFERENCE IIS ASSUMED SOIL ENGINEERING & TESTING - GOOCH ENGINEERING & TESTING INC. 18. A WAIVER FOR DISTURBANCE OF CRITICAL SLOPES HAS BEEN APPROVED FOR SDP 201000059 DATED AUGUST 12, 2011. i' � REEL_ECTIPAG TOhAORROVV www.ba1zer.cc N Staunton New River Valley Roanoke (Richmond Harrisonburg 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 L Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24462 540-243-0220 FAX 540-248-3221 K , �j, H 0 'WilliaM S. ooze Lie. No. 035223 0; "OAS YD a in C SCALE NTS REVISIONS: 08-27-2010 10®25-2010 02-00-2011 (ARB Final) 04-06-201 B 07-15-2010 08®01-2015 10-022015 1200-2015 06-062016 AMENDMENT SHEET NO. A Clu^f 13 JOB N0. S0700006 CP CONNECTION BY PLUMBER LEGEND LATERAL 6" @ 1% MIN. SLOPE 0 © CONCRETE BUMPER BLOCK ® WATER LATERAL 2" (SEE W.L. NOTES) (SEE DETAIL, SHEET C9) . �C CONCRETE SIDEWALK EXISTING - NEAT HEAVY-DUTY ASPHALT (SEE DETAIL, SHEET C9) RIM=440.00 O HANDICAP PARKING & SIGN (SEE DETAIL, SHEET C9) 437.28 (SEE DETAIL, SHEET C9) N 3 15" HDPE 112.39' 438.80 © SHOE BOX STYLE LIGHT TOP= 437.48 4 (SEE LIGHTING PLAN BY OTHERS) 438.80 TO CONCRETE DUMPSTER PAD 5 15" HDPE (SEE DETAIL, SHEET C9) M 1.3% WATER METER (SEE W.L. NOTES) 15" INLINE YARD INLET X ACSA 439.50 RIM=443.30 X UTILITY CONTR. 28.44' 439.88 EXISTING 1.3% 8 BEYOND W.M. BY PLUMB. CP CONNECTION BY PLUMBER L S� SEWER LATERAL 6" @ 1% MIN. SLOPE _.. , ..{ UTILITY CONTR. INVERT EXISTING ® WATER LATERAL 2" (SEE W.L. NOTES) OUT ACSA . UTILITY CONTR. 1 EXISTING - NEAT HEAVY-DUTY ASPHALT K (SEE DETAIL, SHEET C9) RIM=440.00 LIGHT-DUTY ASPHALT 15" RCP CLIII (SEE DETAIL, SHEET C9) PARKING LOT STRIPING NOTES: 1. ALL PARKING SPACE STRIPING WILL BE WHITE. 2. HANDICAPPED SPACES AND HATCHED AREAS WILL BE YELLOW. J 3. HANDICAPPED SYMBOL & WILL BE BLUE. 0 I E 11 Ci 201 I_1 NOTES: 1) ALL CURB RADII ARE 5' UNLESS INDICATED OTHERWISE. 2) ALL ROOF LEADERS ARE TO CONNECT TO UNDERGROUND STORM SEWER SYSTEM. SEE ARCH. PLANS FOR LOCATION OF DOWN -SPOUTS. 3) VISIBILITY OF ALL MECH. EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 4) CONTR. TO COORD. WITH FIRE MARSHAL'S OFFICE FOR KNOX BOX INFORMATION & LOCATION. WATERLINE SEQUENCE OF CONSTRUCTION (CONTR. TO COORD. SEQUENCE WITH ACSA 1) NIGHT SHUTDOWN AND CUT IN 8" G.V. 2) INSTALL 8" T.S.&V. AND NEW MAIN (PLUGGED). 3) TEST NEW MAIN. (COORDINATE WITH ACSA ON TESTING REQUIREMENTS & PROCEDURES) 4) SHUTDOWN UPSTREAM WATERMAIN (DAY) AND CUT IN CONNECTION FOR NEW MAIN. 5) ISOLATE EX. 8" STUB -OUT & ABANDON AT EX. HYDRANT TEE ONCE NEW LINE IS IN SERVICE. WATERLINE NOTES: 1) THE EXISTING 1.5" METER WILL BE REPLACED WITH A NEW 1.5" METER BY ACSA. CONTR. MUST COORD. WITH ACSA ON ANY NECESSARY UPGRADES TO THE SETTER AND LINE. 2) A PROPOSED 2" LINE WILL FEED INTO THE BUILDING TO SERVE ALL TENANTS. 3) KNOX BOX REQUIRED, CONTACT ALBEMARLE COUNTY FIRE MARSHALL OFFICE FOR LOCATION 4) ALL WATER METERS ARE TO BE SIZED BY THE ACSA. FIRE NOTES: 1) KNOX BOX REQUIRED, CONTACT ALBEMARLE COUNTY FIRE MARSHALL OFFICE FOR LOCATION DRAINAGE SUM MARY TABLE STR # DESCRIPTION _.. , ..{ INVERT INVERT DRAINAGE SUM MARY TABLE STR # DESCRIPTION LENGTH INVERT INVERT SLOPE REMARKS IN OUT CONNECT TO777 p���Q . 1 DI -1 - NEAT 437.03 437.03 s. RIM=440.00 2 15" RCP CLIII 50' 437.28 437.03 0.5% 3 15" HDPE 112.39' 438.80 437.03 1.6% TOP= 437.48 4 24" YARD INLET 438.80 438.80 RIM=442.80 5 15" HDPE 54.47' 439.50 438.80 1.3% 6 15" INLINE YARD INLET 439.50 439.50 RIM=443.30 7 12" HDPE 28.44' 439.88 439.50 1.3% 8 12" INLINE CLEAN-OUT 439.88 439.88 RIM=443.88 9 12" HDPE 24.33' 440.10 439.88 1.4% 10 12" INLINE CLEAN-OUT 440.20 440.20 RIM=444.20 11 12" HDPE 18.72' 440.50 440.20 1.6% CONCRETE V -DITCH 80.08' 437.68 437.28 0.5% DEPTH=12" ACSA GENERAL WATER & SEWER CONDITIONS: 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO (PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NOLEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING ' CORE DRILL TO EX. MH WATER ACT). INTERNAL DROP CONN. INV=432.50 a e a. CONNECT TO777 p���Q . EXIST..U1B 'yy - NEAT s. MATCH EX. MT Q ._ „ BENCHIVARK°°' f£< CpNNEC w.TO T .- S,4N' MH ISTJRB TOP= 437.48 a � 2 I r x I re REFLECTING TOMORROW www.balzerac NStaunton New River Valley Roanoke Richmond Harrisonburg 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 L Balzer and Associates, Inc. 1561 Commerce Read Suite 401 Verona, VA 24482 540-248-3220 FAX 540-248-3221 C -AO dam William '> Cif"o. 035223 06-2016 3' I IN a IIE "IN 0 E M DRAWN BY WKM DESIGNED BY ER CHECKED BY W M DATE 07-25-2010 C SCALE 1" = 20' 11 20 0 20 40 60 A Scale 1 " = 20' REVISIONS: 03-27-2010 10-25-2010 02-00-2011 (ARBFinal) 04-03-2013 07-1-2013 08-31-2015 10-02-2015 12-00-2015 04-04-2015 AMENDMENT 06-00-2015 AMENDMENT ENT SHEET NO. JOB NO. 50700006 REFLECTIr-4G -I'OMORROW Staunton New River Valley Roanoke Richmond Harrisonburg 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 'f Wam dll� S. Moore Lic. No. 035223 06-06-2016 AV 0 Xv Ile> W15 :0 DRAWN BY WKM DESIGNED BY ERB CHECKED BY WSM DATE 07-26-2010 SCALE 111 = 20' REVISIONS: 08-27-2010 10-25-2010 02-002011 (ARB Final) 04-08-2013 07-15-2013 08-31-2015 04-04-2016 AMENDMENT 06-06-2016 AMENDMENT C5 of 13 JOB NO50700006 No E no i�■ [no in I= III IN IN [ME PROPOSED 1 H:1 V SLOPE_ MW 425.00 Lr) Li) h [ a) Co Ci 0 0', 0 cJ d co 00 r- 430 STR 2 50.00' 00.50% 5"CL III RCI _I Z O O 00 Co r- LO O ro Q ,.t Z O O h +i r I I Q Ox i d Ln���� 0 O � ':, '+� i(..... LO + �- _,..._..... ' r� 0 EXISTING 0 .../ Z ZD _........ ............... ............... = I- O PROPOSED 0cna ................ .................. -' EXISTING 0.5% jtj GRADE 0MI- M CnF- PROPOSED 437,03 ^437.70 @0.50% GRADE STR#9 15" HDPE 440 £ ... . 1 5"HD'PE 425.00 Lr) Li) h [ a) Co Ci 0 0', 0 cJ d co 00 r- 430 STR 2 50.00' 00.50% 5"CL III RCI _I Z O O 0 Co r- LO O ro Q ,.t Z � -00 . �n1 �. ryJ_�..........._p. r I I Q F- I- 012 Z Ln���� >_ C14 I I ........................ CD _,..._..... r�7 s IOCD O N II EXISTING 2 11 GRADE ZD _........ ............... ............... = I- O PROPOSED 0cna ................ .................. -' _....... GRADS 0.5% jtj OZ 134.58' 070.50% 15»HDpE STR3 - w w LENGTH D O 07 Z 1- . Z � -00 . �n1 �. ryJ_�..........._p. Q - 00 dam...00j_ 0-on00 ,.. ,_ .,. ...Lx.__ -j I I >_ C14 I I I }� ®, o� II z0 O N II CL 2 11 2 ZD _� K 437.03 0.5% jtj OZ 0MI- M CnF- 437.70 437.70 437,03 ^437.70 @0.50% STI�7 STR#9 15" HDPE 15"HDPE 437.96 1 5"HD'PE 26°$0' ON Em 0LVA' NMI QTR# 5 STR_j DESCRIPTION LENGTH INVERT STR . �.._.,_................ __ REMARKS 1 $2' 0Ul V 82°70 DI -1 437.03 437.03 CL RIM:=440.00 2 '15" RCP CLIII 50' K 437.03 0.5% 3 4 �15" HDPE 24" YARD INLET ®0.50% 437.70 437.70 437,03 ^437.70 @0.50% STI�7 STR#9 15" HDPE 15"HDPE 437.96 1 5"HD'PE 26°$0' 14.27' 6 24" YARD INLET . _ ........@0.5 1%... 15"HDPE @0.50% ___,,.�......PE ................:,. 15 HD DRAWN BY RIM:=441.40 10+00 11+00 12+00 10+00 STOFF15M JI 11+00 12+00 13+00 I STORM 2- 21 Ld (J) LL_ /. £ ... ... ,,... ,�,..,....... ,,, j . , ,....... £ s F j r DATUM EL.E'V 415 00 10+00 11+00 DRAINAGE SUMMARY TABLE STR_j DESCRIPTION LENGTH INVERT INVERT SLOPE REMARKS IN 0Ul V 1 DI -1 437.03 437.03 CL RIM:=440.00 2 '15" RCP CLIII 50' 437.28 437.03 0.5% 3 4 �15" HDPE 24" YARD INLET 134.58' 437.70 437.70 437,03 ^437.70 0.5% RIM:=441 .40 5 15" HDPE 51.82' 437.96 437.170 0,5% 6 24" YARD INLET 437.96 437.96 DRAWN BY RIM:=441.40 7 15" HDPE 26.80' 438.10 437.96 0.5% 8 24" CLEAN-OUT 10-25-2010 438.10 438.10 04-08-2013 RIM:=442.00 9 15" HDPE 14.27' 438.17 438,10 0.5% 12-09-2015 10 24" YARD INLET 06-22-2016 AMENDMENT 438.17 438. °17 C8 of RIM =441.40 11 15" HDPE 82,70' 438.58 438.17 0.5% 12 24" YARD INLET 438.58 438.58 RIM=441,40 CONCRETE V -DITCH 80,08' 437.68 437.28 0.5% DEPTH=12' • i 50 100 150 M _ Scale Vertical Scale 91 C1 W1D'IrJ-11 REELECTING TOMORROW www.balzer.cc Staunton New River Valley Roanoke Richmond Harrisonburg 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 I� IaI1i S. Moore Lic. No. 035223 a: 06-22-2016 1 0 Iry V oCL CL 4_j 0) o> O i V i �a r/ /� f�\ M 4 i A> ES.� 0 (D -0 06 DRAWN BY WKM DESIGNED BY EIB CHECKED BY WSM DATE 07-26-2010 SCALE As Shown REVISIONS: 08-27-2010 10-25-2010 02-09-2011 (ARB Final) 04-08-2013 07-15-2013 08-31-2015 10-02-2015 12-09-2015 06-06-2016 AMENDMENT 06-22-2016 AMENDMENT SHEET NO. C8 of 13 Staunton New River Valley Roanoke Richmond Harrisonburg 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 5402480220 FAX 5400480221 $ALT H opAV d ' Wifflam S. koore : %ic. No. 035223 06-22-2016 4 ANAL , r 20 DRAWN BY WKM DESIGNED BY ERS CHECKED BY WS DATE 07-26-2010 INNER 91211110111 REVISIONS: 08-27-2010 10-25-2010 02-09-2011 (ARB Final) 04-08-2013 07-15-2013 08-31-2015 10-02-2015 12-09-2015 06-06-2016 AMENDMENT 06-22-2016 AMENDMENT SHEET NO. 4 5 6 7 8 1 9 1 10 11 1 12 13 14 15 16 17 18 1 19 20 21 LANDSCAPE SPECIFICATIONS 1. PLANT MATERIAL NAMES ARE IN COMPLIANCE WITH HORTUS THIRD SIZES AND " f L 0 GRADING ARE TO COMPLY WITH THE LATEST EDITION OF AMERICAN STANDARDS r i f ' f j FOR NURSERY STOCK. PUBLISHED BY THE AMERICAN ASSOCIATION OF41/1 // it �Q {, f NURSERYMAN. . 4 2. ALL WORK SI -TALL BE COORIDINATED WITH TRADES. 3, USE EXISTING TOPSOIL AND/OR PROVIDE NEW TOPSOIL, WHICH IS FERTILE,N SOD j i' i, S FRIABLE, NATURAL LOAM, SURFACE SOIL, REASONABLY FREE Or SUBSOIL, FORIEGN MATTER AND ROOTS STUMPS AND STONES LARGER THAN 2" IN 5-T - d / N DIMENSION. / _ _ f,f j 4, CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION. RUBBER HOSE AT BARK �7 r 5. CONTRACTOR SHALL MAINTAIN PLANT MATERIAL DURING INSTALLATION GUY WIRES (3). WHITE FLAG ON EACH TO INCREASE VISIBILITY. p_ (� 36 I ,/ „ �. MAINTENANCE SHALL BECOME RESPONSIBILITY OF OWNER UPON ACCEPTANCE OF Cha SOD . ,..., WORK. TURNBUCKLE (3). GALVANIZED OR DIP -PAINTED ° __.. , / . M 6. WHERE THE LANDSCAPE WORK IS COMPLETED, THE OWNERS REPRESENTATIVE SET TREE AT ORIGINAL GRADE .. ... .... .... .'... ..... M UPON WRITTEN REQUEST, MAKE AN INSPECTION TO DETERMINE WILL., P Q MULCH: PINE BARK OR WOOD CHIPS 3" MIN. ° _ fq �/ /................ 2=GT.. 3 -GT ............ . . REJECTED WORK AND ACCEPTABILITY. IF WORK IS NOT ACCEPTABLE, REPLACE.. -- SOIL SAUCER: USE PREPARED SOIL 6" MIN. �.' ......... .............................'.'..'.'.'..................................... / ......... / . CONTINUE MAINTENANCE UNTIL REINSPECTION AND APPROVAL. CON _-, -- -- -- WOOD DEADMEN 3 {) /. .... . / �' .... ............ .. .. f --II!-1 I_ I'-: n. 7. S AFTER MATERIALS AND LABOR FOR 12 CALANDER MONTH GUARANTEE ALL M ROPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP 1 3 ° ,� ACCEPTANCE, :...._ _ - OF BURLAP, NON -BIODEGRADABLE MATERIAL SHALL BE �/ ....'.'.' . ... .. A. MAKE REPLACEMENTS OF ALL DEAD PLANT S IN IMPAIRED CONDITIONS IN EARLY -=11I _ TOTALLY REMOVED ," , . ° FALL FOLLOWING PLANTING.- _ PREPARED SUBSOIL TO FORM PEDESTAL TO PREVENT L B,ADD ADDITIONALLY IN THE EARLY FOR THE SAME OR OTHER MATERIALS SPRING -I SETTLING NG _. WHICH ARE DEAD OR IMP AIRED FROM THE WINTER CONDITIONS, - =1II=-III-II1='=1II III -III - IIS - = III III� ' , i ;. 8. WITHIN 10 DAYS AFTER ACCEPTANCE, THE CONTRACTOR SHALL DELIVER AN / ., — OUTLINE OF MAINTENANCE PROCEDURES RECOMMENDED FOR THIS PLANTING FOR ° j., ^ i, THE OWNER. --__ 25 X BALL DIA. MIN. d / :. z I l 9, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY DURING THE GUARANTEE PERIOD / .. ... . ...... .. fr TO PROVIDE WRITTEN NOTICE TO THE OWNER OF ANY MAIN.I..ENANCE PRACTICE ;° %3P 11VVt5TNS:. LLG K WHICH IN THEIR OPINION WILL. AFFECT THE GUARANTEE IF NOT REMEDIED 200' TO TOWN TA.X. -MAF11 ..'. ... .. .. . ... .. ..... .... . .. K PROMPTLY. AND' ,JNTRY /. � . ..' � f 7 0, T N 0 PLANS. CONTRACTOR DO NOT MAKE SUBSTITUTI ONS. BID MATERIALS SHOW N J'E / o _ a:272 ACS.. ..... 2 GT z . 3 TC 2 -LT t IS ENCOURAGED TO PROVIDE WRITTEN ALTERNATE LIST OF MATERIALS, SIZES AND ti NUMBERS SUBSTITUTION FOR COST-EFFECTIVE MAINTENANCE OF DESIGN INTEGRITY. 'SAN 'SA N. I 6'SA 'S 6' A 17 -TT", a a 11. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO ACCEPT OR REJECT ANY ° , J MATERIAL THAT HE/SHE DEEMS UNACCEPTABLE, REJECTED MATERIAL SHALL BE REMOVED PROMPTLY FROM THE SITE. 11 --IC n —.d. : Vy^---_ /j-IEB EX -3" OAK- a a Y 12, SELECTIVE CUTTING AND CLEARING SHALL BE PROVIDED IN THE EXISTING ° (T� REMAIN OR BE , � /� li'fr' " WOODED AREAS OF THE DRAINAGE EASEMENT. SELECTIVE CUTTING WITHIN THESE ,h ' ., ` ° d : gid i� i� /i /i. �f 0� a d d AREAS SHALL BE LIMITED TO THE REMOVAL OF UNDERGROWTH AND TREES FREPLACED IN KIND C „ ° ° °JJUALS. a ABSOLUTELY NECESSARY FOR THE CONSTRUCTION OF THE DRIANAGE OUTFALL. 2,5 GAL. IF IMPACTED d BY CONSTRUCTION) a 13. BALLED AND BURLAPPED PLANTS SHAL...L BE DUG WITH FIRM NATURAL BALLS OF d .a ' EARTH. BALL. SIZES SHALL BE IN ACCORDANCE: WITH A.A.N. SPECIFICATIONS. ALL d d � ® / � I CONTAINER GROWN STOCK SHALT_ BE WELL ROOTED AND ESTABLISHED IN THE G Jfii CONTAINER IN WHICH IT IS SOLD. AN ESTABLISHED CONTAINER GROWN PLANT RUBBER HOSE ON EACH MAJOR STEM. ALL MAJOR a' SHALT_ HAVE A ROOT SYSTEM DEVELOPED SUFFIENTLY TO RETAIN ITS SHAPE STEMS SHOULD BE WIRED TOGETHER. d WHEN REMOVED FROM THE CONTAINER. EX -3" OAK' a SET TREE AT ORIGINAL GRADE (TO` REMAIN OR BEI 9 14. ALL PLANT MATERIAL SHALL BE NURSERY GROWN UNLESS 01-HRWISE SPECIFIED. MULCH, PINE BARK OR WOOD CHIPS 3" MIN, REPLACED IN KIND PRUNING SHALL BE DONE BEFORE PLANTING OR DURING THE PLANTING SOIL SAUCER; USE PREPARED TOPSOIL 6' MIN. 2,5" CAL. IF IMPACTED SHOPPING cE�JT1=R 8—T° OPERATION. -- - / / I WOOD STADES 3" IN FIRM SOIL BY CONSTRUCTION 12,400 SCS, PT. °a. H SOD j 15, ALL PLANT MATERIAL SHALL BE COVERED AND PRC)1ECTED FROM EXCESSIVE -- ROPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP 1/3 DRYING DURING TRANSIT. - - OF BURLAP. NON—BIODEGRADABLE MATERIAL SHALL BE ad d - TOTALLY REMOVED. 16. ANTI -DESICCANTS SHALL BE APPLIED ON ALL MATERIAL DUG WHILE IN FOLIAGE..'', -EX-3" PREPARED ADMIXTURE BACKFILL PREPARED SUBGRADE OAK, (TO F EMAIN OR BE -ell 17. MULCH MATERIAL SHALL_ BE EITHER SHREDDED HARDWOOD MULCH OR APPROVED _ -�—_ PEDESTAL F MATERIA SHALL BE MULCHING GRADE, UNIFORM IN SIZE AND FREE OF EQUAN - — -- - - REPLACED IN KIND {� . 2x B ALL DI A. MIN. 2.5 CAL,;,,.,! IF IMPACTED - 4 G BY CONSTRUCTION),' G 18, TOPSOIL MIXTURE SHALL. BE 2 PARTS EXISTING SOIL MIXED EVENLY WITH 1 PART SOD � SPAGNUM PEAT MOSS OR PEAT HUMUS, EXISTING SOIL_ SHALL BE FREE OF STONES LUMPS PLANTS ROOTS AND OTHER DEBRIS OVER 1 1/2 INCHES. IT ;97 17 •�-i-I�-�� SHALL NOT CONTAIN TOXIC SUBSTANCES HARMFUL TO PLANT GROWTH. TOPSOIL� d <j d C a � a d Qd a ®A. I�IY ®f 1{ a F � � • SHALL HAVE A PH RANGE OF 5.0 TO 7.0. EX -3'° OAK ..,..., J _ (;TO REMAIN OR BEII — - 19. PLANING PROCEDURES FOR TREES AND SHRUBS - REPLACED IN KIND C�? , A. PLANTING SHALL OCCUR IN ACCORDANCE WITH ALL DETAILS. 2.5" CAL.. IT= IMPACTED= �""` 'cY•° „ •x Ali F B. TREES AND SHRUBS SHALL BE PLACED IN THE PLANTING PIT BY LIFTING C iSTRUCTION ,:z=•°.:.,, 'x<';: x ) , , `� "'"�P F FROM THE BALL (NEVER FORM THE" BRANCHES OR TRUNK), ALL PLANT .j a I' SOD MATERIAL SHALL BE PLACED IN A STRAIGHT POSITION WITHIN THE PLANTING 6 -CB = 501-1 11 /.. SOD j PIT. WITH THE MOST DESIRABLE SIDE PLACED TOWARDS THE PROMINENT VIEW (SIDEWALK, STREET, ETC.). i ..... :...::.,. .. _ .... _..._ r u. , „ . , 5-L C. THE TREE PIT SHALL BE BACK FILLED WITH A SOIL MIXTURE AS PER -__------ F,. �-%: " m , / ju >.i. INITIALLY AND TAMPED} SPECIFICATIONS. THE PIT SHALL BE FILLED HALFWAY IN U AND THE FIRMLY. ALL ROPES, WIRES, ETC. ON THE ROOTBALL SHALL BEC T A w W ' MOND ROAD y BURLAP OR BALL WRAP PULLED BACK TO THE EDGE OF THE ROOTBALL, COMPLETE BACKFILLING PLANT PIT AND TAMP FIRMLY, BACKFILL SOIL SHALL ,.:`: STATE ROUTE' 250 ...... ..�` „ v; L .. E NOT COVER TOP OF ROOTBALL. MULCH ROOTBALL AND SAUCER WITH MINIMUM `_, _,,,,,,,: (i/ARJABLE R -O -W) OF 3 INCHES SHREDDED OR CHIPPED HARDWOOD OR PINE MULCH. WATERPROPOSED- THOROUGHLY OR UNTIL PLANT PIT IS FILLED, ..,,,,.,. SIGN 20 0 20 40 60 20, LANDSCAPE ORDINANCE REQUIREMENTS: IM I Nil RIM 1111 STREET TREES REQUIRED: ROADDIUM FRONTAGDEETREE PER 40' ALONG ROUTE 2 °� - �111111 Scale 1 " = 2 0' D 5 MEDIUM TREES D PROVIDED: 6 MEDIUM TREES INTERIOR TREES REQUIRED: 1 MEDIUM OR LARGE TREE PER 10 SPACES = 69 SPACES/10 = LANDSCAPING SCHEDULE 7 LARGE OR MEDIUM SHADE TREES PROVIDED: 9 LARGE OR MEDIUM SHADE TREES _ PLANTING SYMBOL SIZE QUANTITY TYPE NOTES PLANTING QUANTITY NOTES SYMBOL SIZE C _ PYRAMIDAL EUROPEAN HORNBEAM "FASTIGIATA" _..... --__ CB 3.5' MIN CAL 8 SHADE 177 EMERALD GREEN ARBORVITEA 10 TO q. -5 30 C INTERIOR LANDSCAPING REQUIRED: 5% OF PAVED PARKING & VEHICULAR CARPINUS BETULUS SQ � THUJA OCCIDENTALIS 'EMERALD' SQ � CIRCULATION= 23,523 SF = THORNLESS HONEYLOCUST 424 m PFITZER JUNIPER COMPACTA JC 24" HEIGHT 58 11 0,05(23,523 SF") = 1 76 SF W GLEDITSIA TRIACANTHOS INERMIS & CVS. GT 2.5 MIN CAL 7 SHADE SQ. FT. JUNIPERUS CHINENSiS "PFITZERIANA" SQ. FT. ,1 PROVIDED: 4,664 SF OF INTERIOR LANDSCAPING EMILY BRUNER' HOLLY - - --- * 50 vi ILEX CRENATA "HOOGENDORN" „ IC 24 HEIGHT 67 16 ILEX X ' EMILY BRUNER' !EB 7-8' HEIGHT 3 MEDIUM TREE SQ. FT, HOOGENDORN HOLLY SQ. FT. SCREENING REQUIRED: NONE LITTLELEAF LINDEN TC 2.5 MIN CAL 3 LARGE TREE 249 PLANTING QUANTITY -^ ~ SYMBOL SIZE B PROVIDED: PLANTING STRIPS ARE PROVIDED TILIA CORDATA MILL 3 SQ. FT. > B ALONG PARKING AREAS AND BLDG. "TUSKEGEE" CRAPEMYRTLE ------=77 IV1Y HEDERA HELIX HH FLATS 322 0.5 PER SQ FT. DUMPSTER IS SCREENED WITH A LAGERSTROEMIA X "TUSKEGEE" LT 6-8' TALL SMALL TREE o BOARD ON BOARD FENCE 0 PROPOSED CANOPY 8,145 SQ FT TREE CANOPY REQUIRED: 10% OF SITE AREA = 0.10(55,410 SF) PREPARE, SEED AND STRAW ALL LAWN AREAS. EXISTING CANOPY 0 SQ FT = 5'541 SF MULCH ALL SHRUB BEDS, (1.25 MULITPLIER 0 SQ FT) ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, A PROVIDED: 7,452 SF (SEE LANDSCAPE SCHEDULE *CALCULATED BY USING MAX. WIDTH OF 8' FOR TREE AND FINDING MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. TREES AND SHURBS SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. FOR CANOPY COVER AND QUANTITY) THE AREA UNDER THE TREE. TOTAL CANOPY 8,145 SQ FT A -2, 1 2 3 4_T 5 6 7 8 9 10 11 12 1 13 14 15 1 16 1 17 1 18 1 19 1 20 1 21 Staunton New River Valley Roanoke Richmond Harrisonburg 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 5402480220 FAX 5400480221 $ALT H opAV d ' Wifflam S. koore : %ic. No. 035223 06-22-2016 4 ANAL , r 20 DRAWN BY WKM DESIGNED BY ERS CHECKED BY WS DATE 07-26-2010 INNER 91211110111 REVISIONS: 08-27-2010 10-25-2010 02-09-2011 (ARB Final) 04-08-2013 07-15-2013 08-31-2015 10-02-2015 12-09-2015 06-06-2016 AMENDMENT 06-22-2016 AMENDMENT SHEET NO. a A : N - M - � Balzer and Associates, Inc. I � � I L r � I ,�--�,.,� ,�-',' rl- , ,�-,. - *,--,. - . , I "I I ,� *r,,, * 1 , Z, 1. �) Suite 401 1 I I - Verona, VA 24482 , z -=-Wkb,m-f r I / }Y�pp,t ;�nns� j 540-248-3220 11 1rj1VAV11An'-,rM" �,-,!. � I ; 'I, �-, ,� , - 1 •b,i - , . .- . ." .1 . i . ; , I . -1 � t) , 1, � � , 1, - . . . IF- . - (j � i � , , li,) e,; , -� : I'll , ,,,, 01 , J, - / -1, �, - 11 Luminaire Schedule I I I I I I I 11 11 I I I I 11 11 -.- 11.1.111, I 11 I-- ...... 1.11 I I 1.1-1-1.1-1 I I --..---- - 11 I I 1.111.11 ....... 11 - --l'-, .... --- ... 11 I I � 1".. I 1-1-11 I � I I I - 11 � .... I ... 11 I I-, 11 11 1 � I -- - - ...1111 I I "I". I I I I "I'll ---l--.......1.111._ --- - I -----, -.11 I I - I-, - I � I I �j ; 1 �� I ji 1 5 0 I I , � � � � I -11111- Symbol - � Oty I I I Label 11.11, 11 11 Arrangement ''I'll...", --l-11 -l- Total Lamp Lumens - I LLF I1.11,11,111, [MANUFAC) Description I ; I �� ;) *(1, L '� , -1, �J, 1 , 4 * I i , I , 1, �� -� , .'� ; I � , :, �, - 1, 11. f�,'. �,�, ,� � 11.1 * * . . # * � i- � -� - I 11", I �', ; 11 � G � 11 11 , � �� 1, I I ,� 0- �,, ; 1� � . - I ,,, I 1� � , i I �111, I �' 7 H3 SINGLE 13500 � I - I � - I "I'll" 1-1 ----'-"-' �' ---I-- j� r 11 1,000 ARCHITECTURAL AREA LIGHTING ARCHITE ... I I M2P-H3 � - L- � � �111� -1 2 1-15-2 BACK -BACK ' - 13500 I I I I I 1.000 ARCHITECTURAL AREA LIGHTING M2P-H51 .... -----, I I ----., ..........1111, ...... 11 , 1..1, . -, * , -�, , •0. �,,� IS , 1 � *�, � �', , , 4� • �' . . . 1�1, !, !� !� s : .. ...... I � -- I I .. I .- I ,I : I I I -". 6 11 I W ......... -,"'I'll ".. I SINGLE 11 I 1-1-1111 I I 11 I 3200 -,"..", I I . I I ----- 1,000 1-11 - 1-11---, I --.""'', 11 --1 ARCHITECTURAL AREA LIGHTING 11.1 ... -1.1-111 11.11,11, I 11--l-l" - ........... M.31111 ...... I I I-, 1 I I I I I 11 - 11 I-, 11-111-1-1- ......... . --l...., , � - � , . - - - J ,,, � . , .,�, I V� . " , � -1 " I ,� �, � 1Z I , . ; . I , . - , . . , - I .11, 1. , I � �, - I.,.- I ", 'III, ,� , 0. � , r ; ; ".. - . D 5 U, . - I- . 2 ,) . �, ,_ . 1, .-,I . - ; - " � ., , " � I I �111-e 11 --..","', I 11 11-11. 1.11,11,11.111, 10 I I .. . ... - 11 L I I'll- --l-, SINGLE ---k- 1-1.1-11 N� � - 1"..", 1-1111 1,000 I THOMAS & BETTS DORVAL, QUEBECWLPK1 LED WIDE I � u"-', * 11"), G I I � - I e � I � I I � I00 6 AVEWE SINGLE 11 � 1 �0100 ARCHITECTURAL AREA LIGHTING M3 ' ' . t * * , /, � - ,,-,, : 1� -, ;- . ,,,�,, , "s, k , 2 U � 4- U, � , , C -, , 1, 11 * /W , �: �� ,�,:, �� 1!- 1. -,, �,-,, , �� � I � I . ': ; " 1, - ,'-�i - #� - ., * 4 I It, 1�-, �-, - -, � " 115 , -� 11 � �. , , ,; ,. 0 11, - , ,2 - , J, d � � � � - - - t� 11� - I , L ; I I 11-1 - " I- CO Q) I � I I I I I 1, ", �,,, 1, , I - I I 11 � ".. � 11 I - 1-1- .1. I., 6, -7 I , - I , I . I , . I I . , I I , �, I - I I I , I I , I . I .. . I# ' talculati'on Summary Z I'll, . . I I Label I I -111_1._.- I . CalcType ---- ---1 I "I''.." - 1--l-1111 I I I I I I Units - I I I Ayg --1 I ---1_111.- I -l- , , 1-1.1-1 .... .. I- � Max I 1-1 ; Min I ---, - ---- 11 I -l-, - - I 1-11.11-1 I I A4Min MaxlMin I I , - 1, - I 'I'll , -',111 ;j � 1� , , I 1 2 , I �, , '3 � I , ,� ,�;� �, ", , , -1 ,; � . - " 1, 1, , I ,'' I �, ", I . I � I ,-,,.----- I I , I /'. * 1� - 1, / 1��* , i I �', , 11 , """ , -, I . 1; /I.- -� , . - , , ,,, I � ��- : � ". ,� I 1� I I , 11 ., I. . I �I I. / " I f;. "'o, I * 1�111 . ., 11 - 4 1 � , ,�% - : � 2 I') , , z -1 � ,/ , Q � �. , , ,� 3 I : - , , I ! - 11) "J, V � 2 � - ' 2 , " I ',� :11 !,) � , , , � , I I 1, I � 2! 1, -- ----, . . .. ... ....... ----------, Area Site ------------ 11-11-11-11-11 - "I'll, -1-11-11,11,111, Illuminance -1-1-11111- . . ......... . ........................... ------ I I I I I Fc .. _,_ .... I . 1.22 I ..... "I'l"-"","""''Ill'','"""',-"""I 7.0 I � 11 � I ------- 111111-11 I � 0�0 11-11 11 ------ - ---- ---.,....,m_.... ......... .... I.- I� .I � N.A. I N�A� � . � � I - 11 � , ,1. * � � , � U, ,, �-', , `�,, � I I �' , I 11 . . : ,�,�� , --.- . I 1, I 1�1 I - Z/ I , '4 , ,� 1I 'I'l-l-l" I 11", I I/I . ,,, I� I , ,,, I , � /�'- -- -- - , � � 11,; � � I , , , I , , ") - " � " I Property Line - . , , , 2, I I Illuminance I'll Fc 0.91 3.2 � 0.0 �♦' . . � N,A� N�A� I ., 0 ,3 . . . I 11 . q� , I � I I I 11 - . � . 1� 2 , ' � , iJ " 11 � �'l I 112 I i - � /111.11 2 I '- I /-" 11 *�, - . I , , � .... - , - - , sf, � � �.� 'In ��. V - - , �- .���, " - ; I * 'Z -� ,� . # - ,,�, , zll. * ` , , i � ,�-- , -, * I . , ,�. , � , � �,�,, ,,, �,,,,- H 3 � - A. , " � - - I 11 " "I'll 4 V 2 , " L, , I Ib�,, i 0 4 0 , �'r I Parking Lot ----. I I Illuminance I ... .. I I-, � I Fc 11 I I -11-1-1 � I 2,72 - 11 I --.-I, I 1 7,0 I I 11- 11 . .... I .... - I I 1.0 1.11 ... .. - � I - y 11 I � � I � I . p I I . . 1 2,72 1 TOO 1 I I - ..... - CHECI{ED BY I � . 1� I I * I 1 � 1 / � 2 , C' � '/- I � I , ; , , I I '. I I", , � ,� , , � 11 I , I ,e , I ", , , I , � : , I ,,, 0 -.�. �, I , I I # I I -,"I'MI-1: 12 ,♦ , I I I " �111 I ---- . -- Walkway � � 1.111, - I 1111_.__ I I I .. I Illuminance I - -1- -11 I � I I Fc, ...... .... 1 2�93 --, --11.1--l-, I I 51 I'll- 1-11-111 : 0.1 - ,,, . I I . I I I I . 2920 1 51.00 . r � � 11 . ..... 1.11.11-11,11, .... . 11111A I " .1 I ., . . � -� -�� . , , , !n - -, ,�, �, �', ,�! I , - I 11 11 � I I � � 'I . Z.. I') ,,� � �_,� I il I I 1,; -� . � / �, , I . " , 1�1. 1�1. 4�, 74"". C , " . 9 " >� ,,, ,: _ 11 . I., � I I -1 - �,�,, I , I I I 1, I I" . . - %�', 'tlo � -,/,, 11, 0' I "� - -C, �-) I i t3 � 4 ' %,"-3, 3 .2. - ,'], , ' I . �� , I ; " ' I "I'll I IN �, " I I I I "I'll, . I ,�'�,,;,�,.; I I - ,",, I I ,,,, ,�,,,/;" I I �11S,5' 11 I I Prepared by: �111' I 4 ,, I F , I "'055,11 " T VA011 r/ ;/ K LIGHTING VIRGINIA CENTRAL ,111�"' 1 I I r 1) - ff LIUH rING 11 I'll, 40OG-2 Southlake Blvd, I I -- VIRGINIA n Richmond, VA 23236 l, P 'I 11 E "'-', I TeL 804-37S-7777 I I I I , I 1. I - I �� 1,11 , , . www-lightingvirginia,com - , I I I MH = MOUNTING HEIGHT IN FEET i , NOTES: : 1, NO ALTERATIONS OR MODIFICATIONS SHALL BE MADE TO THIS PLAN WITHOUT THE I I PERMISSION OF LIGHTING VIRGINIA CENTRAL, ADAMS PARNELL, LLC. I - THE OUT ON THIS PHOTOMETRIC LAYOUT ISS PECIFIC TO THE MANUFACTURER AND CATALOG NUMBERS LISTED IN THE LUMINAIRE SCHEDULE, SUBSTITUTIONS OR DEVIATIONS FROM THIS PLAN MAY INCUR SIGNIFICANTLY DIFFERENT RESULTS, I I ANY SUBSTITUTIONS MUST RECEIVE ENGINEER AND ARCHITECT APPROVAL. REVIEW COSTS, REWORKED PHOTOMETRIC LAYOUTS, PRODUCT SUBMITTALS AND A FULL SET I OF ITL REPORTS WILL SOLELY BE THE RESPONSIBILITY OF ANY CONTRACTING FIRM . MAKING A SUBSTITUTION, AND MUST COMPLY WITH DESIGN CRITERIA AND WITH ANY I I , -1 APPLICABLE JURISDICTIONAL CODES. I I I I I 3. SITE DETAILS PROVIDED HEREON ARE REPRODUCED ONLY AS A VISUALIZATION AID. I FIELD DEVIATIONS MAY SIGNIFICANTLY AFFECT PREDICTED PERFORMANCE. PRIOR H TO INSTALLATION, CRITICAL SITE INFORMATION (POLE LOCATIONS, ORIENTATION, MOUNTING HEIGHT, ETC.) SHOULD BE COORDINATED WITH THE CONTRACTOR ANUIOR . SPECIFIER RESPONSIBLE FOR THE PROJECT, -, 4. LUMINAIRE DATA IS TESTED TO INDUSTRY STANDARDS UNDER LABORATORY I I CONDITIONS AND SUPPLIED BY OTHERS TO LIGHTING VIRGINIA- OPERATING VOLTAGE AND NORMAL MANUFACTURING TOLERANCES OF LAMP, BALLAST, AND LUMINAIRE MAY AFFECT FIELD RESULTS. G 1 5, CONFORMANCE TO FACILITY CODE AND OTHER LOCAL REQUIREMENTS IS THE, I I RESPONSIBILITY OF THE OWNER AND/OR THE OWNER'S REPRESENTATIVE. D - 6. CHECK GRAPHIC SCALE. DOCUMENTS PRINTED OR PLOTTED FROM ELECTRONIC I I I FILES MAY OCCUR AT OTHER THAN THE DESIRED OR ASSUMED GRAPHIC SCALES. IT I I I IS THE RESPONSIBILITY OF THE RECIPIENT TO VERIFY THAT THE PRINTED OR I I I PLOTTED -TO -SCALE DRAWING IS PRINTED TO SCALE. I F : . I X N I !h , AND ASSOCIATES INC � -- I , 1-111111,11-1 -"--,-� 1---.. r- -,- -„.; - - z � , � f � 1-ghfin-, � I � // 1;Roanoke / � W fly iAmnq A"Ap y��� I , w�r: � I � � z , � � I � : I I ; I � ; I � I f � � Eyr,PII,Pnc0,, in Ifikimination i , E,ngmeedn( ,.'oftware I I ,j S � . � �Ofu.198 f , , , I , z � � I I N - M - REFLECTING TOMORROW www.ballzer.cc Staunton New River Valley Richmond Harrisonburg 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. I � � I L r � I 1561 Commerce Road � 1 : Suite 401 1 I I - Verona, VA 24482 , z -=-Wkb,m-f r I / }Y�pp,t ;�nns� j 540-248-3220 11 1rj1VAV11An'-,rM" �,-,!. � I ; 'I, ; � 1 � � � �� -,------ I FAX 540-248-3221 � � e � I � I � I I I � I I � I I 11 I I I ; I � � I I � 5 � K 5 � I � � � I � I I I � � I I I . I j j I j � I I I � I - w � 1 I I j I I I I - V� �j ; 1 �� I ji 1 5 0 I I ., 1) � I � I I Z�> I , I I � I I i � I I � t� I , , MH- 20 " I - 11 1 1 1 I I I I ". - 1, , _ 7, ,,, �, , , I , � -1 1 0,..4, � I - I � - I "I'll" 1-1 ----'-"-' �' ---I-- j� r 11 H - --- --�� r; ,I - I � I 11 L- � 1 � I I I I I C - - .� , "I �", , # : , �' " , . I 11 , " � ?, \ : ,� -*,� � , "", - , ��: �, , - - - 3,�113� � 21 �""- I , , �, - - , �: ': �, 6 " .11" '' -1 " I , �, , �, I I . - -, I I -,� " � � � I- " � , , , , 11 - -1 11 . . . . . . - - t�� I I - I 2 . 'F -,* , , �,/-� 8 I I I � 9 " , � I ,"'; . J(),, , , , -�, , ,,,,,,, I . 4 ,, _w4l . 3 I -�, C" � -1 � ,� fj . 0 1-1 0 � i r', 11 I I i.- 11 0 > 0 I I - I I I - >, >, A- , � j, ; I r .T C U) 0) :3 F M, 0 1 * . ". 1, I " , 11 ,� 1. I , � 11 1. I - " I- CO Q) I �)� I � I I I I I I I 1, ", �,,, 1, , I - I I I � ; 4 I I I I : j j I I I E C16 �j I j j j j j � I �,,_,, I I I " I .; I , I 1� I , \�., , I , ,1. * � � , � U, ,, �-', , `�,, � I I ,'�, � G, - . , , , 2, I 1-1 5 - � I - . , , - , . - � 1�� I .� I � 6 �1 � I 4 �,-, ,,,, , 0 " I , , I ., 0 ,3 �, I DRAWN BY DESIGNED BY - I I a- . CHECI{ED BY � I ; I . �1, I * I , I I I 11 , , j j I I I j I I � I � I 1, 1, " 1, � . . I . � I I I I I 11 e�-�'ir, , 1�1 I � � I I , I � � I I I I - ! I 0 � (0 " � r � � 07-15-2013 j0 IT- I 11 �I I I � j :1 � I I I I 1 � � 05 . - ,� 01 � I , � 1� i , ", I ,�� I � , , - � . ° , "I I I " - : I , � , - " , I . * - 1. � ,� � - 1,1 " . I I . `,� �'i- " - " � �, , .; : I � �� I . "I , 3) �, 1, I I / 1, . . . . I - -� 1; � , - . "'�� - . I-: q , 1� � �-, , '7� -,� I 1, .1 , 1� , �,2 0 I I 0 " ; ;1 I � 11 I � .� , 11, - I � " 11, 11, 1-�11 I , A" �' " ; , ` -, � , � 11, .11 , " -" " , - 7 - , ,% .�,t,,,�", ,%- , : I 4 , , ,5 OiO I - � - I I 1) I - I � � 41 C� I 61 11, ]� V , , . �_, *b I � I SHEET NO. e � j I � A I I I �p�- C1 1 of 13 �- U - 1�1 I -�, U �- I., � � 1, !,�: , 2 , lh*,,'�,i, ", , - .1 ; ' - I I I "J, , 0� -1 , , I I , 411-- . � �, I .� ,� I , � - I )� / , . X - - �, ", III' � ,1 . � - -1� . �,� . - . �, 0 *I . 1, , 15 ' - -' - 4 . 2 �,,4.1 . 0 -, � 9 - ,, # , -1 . I 2 , , I * -, 2 . 3 , - -.0 - I 2. 1 I -� I I I 9 , 1� ; I � ,�3 * - �, I , !11 " �� * , -,� 1 .,�, , I , " !� ,� �, , � q 11/1 11 "I 11 11 , � ,�, , 'i - , " t� , 1 I., "3 � I . , " 0, I 0 � `1 0 -1 rJ . " -�- � . .1 2 " 1�� , , . 010 I � I ., I , I � "��-H5-2 "�, "", / . . . 11 ... ..... . - 4 # a I 11� -� , •- 1. 1, I MH: 20 I I I I I � I 1, I , ., I "i I ,.If I - , , �, r: � 5 �-, � I - 1, - � 2 , ' ,,, 1 �'�, ,- � � - � - 11, I tl, - I .. . .... �i 11 I � I I I I I 11 � 11 \ 11 � - I . - *. * 1 " - , � , . , ,�, ,- ; 1, " 11 � , I - � 1, "I 1, 1�1 - :,-� 1�/ -- - � I . I . ,,". I I ', '� � - � I - � �� 4 � �, 4 - 4 � I I I * 2,4 I I . , "� ` I / -- - I I ,� 0 - "' � 4 ., 2, I �1, . I : ,�� .8 � , I � 1.9 1, 4 2 . 19� 1, , , 'k,", - " . ,,, , '� ,; , 44� 4 , "' , 2 � § I'll I - I `2� I I , ') � 7 . ("� � 4 - 6 0.3 . n .2 - 1�1 1� � `J ,,, !,--,� � r-.. , I., �,. ri I � I I . I -1 )" 11 I . - I I I 11 I - I , , 1. - ... 11.111:-,�, � e'e I I I , : I . " � , , / I 11 / , I I I . . . - , - "'�(/ / H:-20 I � . - I , C, I I I , W I ,- . , � , o � 0 ,t�-- , I- �' , *,� - � � , 1,I . 1111.I , . -111. � � 1� , , " 11 I'll . , � I �,�, I � I �, I I I #� : F �, , I'll t, ,,,, � �,,, I I 4 : * 1-1 I '� I -11 , ,I, I - I , , 1, � I I � � I I 2 " , 4 '), -;� , " I ', , i ", A, " 4 , ',,,,� 2 , '7 , ""', � ,�, , 9 . I - : "', � -3 �� - �� I '4 I 'I'll , ?, � U " - � * , - '71 � "J" .� * �?, - Y, * , ` 2 , . n , '11� I I / � , -, � I - I , ,�, -, , �', "'� I / , �� , �, , " 11 "' Y �) , '� I . � 11 . "'! `- �, Q �,�'� , -� - "I � n , ,, r� , "') I Q I Q 1, � . f� 0 , 6; "" I I I I �, 11 , I I ., � ", ,�, - !- , , 'r-," -,, '/', :'� D I ,",�, , -1,, 2 I , , � I I �, I I I I !, �-"<, -� , I I 2 ./ 'r' ,,/ , ,,,, , 5"' .t, , I" ; - , , ,�, I r /1 �, 1, I I I 11 I *�-� . . -1 2.2 ' , I 8 I . 1. - . i 1.5 ; . "/ 3 , I � "Ill:, � . ., ., �- 3 1� ,; �, 1�� I � 2 I I . , ,�, ^ I I ; I I I 1�1 / � " . � �, . , ,� �,, .�, - - .,�, I I , "I I � . 2.27 I I I I -1 - 1k. t�,,� I \ // I I I 1, �, , * I � 1, 1�1 , . /- ;_5 ` ", 2 F� " , Z I 1�� Z 1-1 � , / / 0 I I/ 4 j � � :-� , -, ' 1; ; , I le� ,,,,,,,, � I 'p-, "I" 11 , "'o , I . 5 � , ,", � ,> " /,� t,',;�,, 6 1 ,,, , 4�,�� �, I ", �� , ") ,-, I", , I � � � I , , , - 11 - I - � .!; � I - �� 1, 11, 4, � 1 I I I - .'& , , , ,> , - � ,� , , -� � -3 � � - - I "I . �, , � . / - , �'. , ,,�g`, , .,� 11 I'll I / , I I / I - 11 � , � I I : , ,�', 'al ,� - L , I I ' 11 "I I , , 11, , I I 11�1 I I , � "I, k " I I o j : ,� � / I I ;� I I � ..... , , ' � � ' , I , I I I , /'. " , , " I - . I t p I I "I'll I - * �`, I '11, , *- (11 , 3 � / I I I 1� , � 0 - I 11 , I , , ". I I 11 - 9 . ,,�, ,/", ;; , :-, . 1, I I - I ' M,H ��,",' . I ,. *1_1 �i, ,, - - � �, -"� , " - �,_ - '? , . "" � I I -�- 11 " -t,',�, It, � �,� I , -1 , - , 11 , ,� , - , 3 , , ,� . * I ; , �. 11 1 II I I ._� L . (11 � I" � - I-1 ,�, ,� 4 -./ 11 � � � �'4 , � �� , � -,, . ",, " t, �', �, � J - - 11 * 3.2 #� , � I., : , , '�, I : - lk�l n , f -� . 6 , 3 t� . I ; I ,; �11 -, ` , -�, * 2 � 2"-," , I L., �, 1 , R, I .8 . , 1 , 9 .�� I I"? , ,,, ,"', �, . 0 ), . " , -, 1 . It 0 "L . 1, - *" , , , � 0 �7 1� - ,, � ,3, �-, ,/ . ,,, , 1�1 , 0 , /� " * �, . � " 0 * * n , C', � f, 0 . Q � ; I 11 I 1.1 ,,, / - " � , , , , " , , ,,, , I I I , I I I ., � , " � . I , ,,,� ,,,,, I , , I , I I , �, I � �, I , "" I " , 1, I I., , / �H3, , , I I I I " I . � I I "I I ".., I I � � i , I I v I I I ' I '- �, � ,� -,? - ", L - " , �. �,, 1111 �, I I � , I "-, I I I I I I I I I � . �, /,, , , / -, 1� I ; ; I I 11 � -�, " I I '� �, -,,, 4 I I # I � I II "I . , I I , . �,,�W e "I , I rMH:'�9:-;,' I I I ; . I �, 1 11,el , , , " 1, - , - MH =2i 11 V� --�% :, " �` " I . 4�, ') * � " 11 I ,. I ,,,, / ,�- ,� *� *� --,; � *",i -, , I 1) 1'�� � I -, 1�, I ,;,� /H 5-2 ;'17 -1/ , �� I �, "" , -.,,� 1, 11 , I �� * '- o I , , � * J�, 1,; � �,� 1; , 1� - / .11 I , I " t" I I 4�1 � ;1 I 1, I -*, 0 " -- ,,, 1, I, -�, " 0, !r", , , -, �- "') 5 'b'(", I , 11 "l �2.1 , , "I ,� � 5 3 " wl�lI �f 11 ,4 -� �12.5'II MH, �;I I - I - ,-�,, I 1', I , � , � 0 , , � 11 I I I I 11 I "IN -2."f", -, "', I "I . ��. 11 , I z, -) I I . ,-�- " , 2 Z "" I � / � ." I I - ; I I . � ->, " 11 , ; 11 : I , , �Jll � VH, 20 I , �, ;, I ',� . 4 I � 1 ', ,, I . � , i� , � � - A , - I I "I -, - , � ,� -1, 6 �, I -1- 0 � � I I I �- , 1 I �, "J.""'11, ,� , �11'11- I 11, b'. � I � I I 4 . " � 1, � 1]1� L ,� . I I I , , I�',- " I i "- " - ; I I "-, , 1, ',�,,�,'-"-: , I I I , I I . ... , -, , I , I I � I I I I I , I I I I �' : " ,,� I , I I I I I I 'I. , " 11 �, " ". �, I - "I *1 - ,; , L, *� % 4, !,' �-j I '� " , , ,�, , �, I I 1, I/ /11 ,/ `��,, , , I , , , -, 1, I I le I " . I , I , ,��,,11 ,", ";, I , " ,�� /, -,,' 1, , �? ,�;. I !,?, 6""";"P �, .- I - , t,., , ,- �, t� �� �-�, �2� I "', I I - - t� ,� �- � 1,1, ,� t), I , I . �, -�, - I'll, - - , I\, "I , I 11�1 ,- 1), � 1� t- , i ,,,, �, ,W', '>1 �� , - 11 1�-- I 2, , , 11) � I kl. , - � 9 , I I e/*�� , �, , -, � ,�, -- � *� , S , " �,., , I 1� I ,:� " " ,III ,,,,, ,6 7 , /' , I � 10, , I ,�, � , 8 1, � � " 21 6 ,� f I I I , " � I '' � "! , , I , '1� I , � �,,,11 - - fq: � �cj, /, 1� �-,,, , ,,,,,,, 11 �-�, -�, ,,,, - *0 ,Q ; I ") ,,� � *f I,/ � I I � , �11 I I I . I - , , " W� 1, 11 � , , I I I I 11�- I - I �1. I ; I : .1 I I -;1 . . I'- �� � I . I I " I I � I ,�- � ,/ 1, I I t . 1� 4 -, - , � . "", " � �11"" I , I I - , *�-, , 11 � , � ,�, � ... , �� `1 ; V �, � ` , , ,-�, I � I I I ` I I / I I I /,� I , - I I , I 1.� I -- 11 , , I , , , I. I 11 I'll I ,,, , , �I "I I 11 I 4 1 * 11 , . " . ' 1:, 11 �,'�, 't-;" , L , 1, I � - � � 1.I .11 �, "I,. ` I " i -� ` : , � 1 # I ,�, 1 , � I I 11 I , , I I . i'.... 1 I I, "� :. � I I '2, � I" '"'I . �,�, , �12 , �) I - . - I I . � � 11, 4 . I,"; . 4 I A 4 , 6 I ♦* I I I I ,� I � `5 * 3` . '33 : 0 12 � ` ,, 11 -� . 4 . . ,, '`,- 11 I ", , I . # * I I 2 3 * ,,, , 2, z , *-�/- ,--,' ' t�, �t,a ' * I * I 0 I � # 4 A fl. , r ') f � � . � I 0 11 , " I" � I , I I 1, o I " , H 1 : - 0 . I ,�', I -; Q , ,,,, - , . 11 4 I : �� " , . I.H.MH: 12,5; I I MH: 9",,,;,,,,,'-1. , -,, I 1 , : I .�-, , � ., 1, 1. �1 1, I I . I * . I . I . . . ., / ;'," , I 11 / ': '; `2/', I I I I I I I , "I . - , # Mli"; 20 ., , . I I �,, 'C',.: " . . � . %� 1; o; , "I , 1, - "', J. "I 1), � 2 'r � ") � �� 11 , I ,�, 1, � ,, I ,,,, ,T.1 '1� I - 1, � 1J, ;,,, �,jj, �, ) �:, 1�11 ; ; I �, "-� � � -,-� , -11- . 11, � 1) , 101, 11 � ,� Z, 1 I �'. U , I 1� �� 11 , , 1 . �J, 1-1 . ��, ,,, , - ""', � 4 /,�- I , , , , -4 �, 3� � '2 ,. ) �� I 11 , ;, -,� 3 !-, I , ,,�. " -,� G., "", U", � �', (111. ""I e e Q. 0 I I . I , 11 I I "I , I I I - I I _ _�,�,, , - , � I - / / I 11 ` � , I 1�, I I -.2 �, I , I "I'll I I -, ,�,�,�- 1�1, I I I , 1 � I ... I , I 11 I � I I * , --, � �-� " I 1 � 4� � ,,-,� "I 1, *�1111 11 " , I %�. " I I I � ,• -/ ��,- I I , :MH� . - , 11 ' I I C � I", I 9 ,/, t', 'I.' -, I 1 1 1; " , I` , � '11�11, �-, / I / !, -, �,, , -, �; '� � � �� I - , " , " ,�; -�� , I .: Z , 11:1( - 'I, �,, , ,,,, J I 't , I !- I 0i : 1. f ; ; 11 1, 0 -1 11 '�- ; - I , , ,/ -�,, ," � ` I ' �11 4' / .'' 1* �1' '� I 3 � � 1 #, , �, � I� '01 '11F`"- :"' '� I I' 2 I (111 1 !,,�; e . 5 � ��, Z , � 17',--7,V I ; "", I I . I I" � I ; - -, I I ", - , I '� , , � I , - I I - I I I - 11 I - I , I I � ,�� ',: ,� .21 . 11 � I , , - -� I .� , ,, I ,�- �,` 11 �/ f - I � - - , I ,,,I � I 1; , I - I I I Z, .,� '' , �' �,-✓ I , �� I � I ,�*,,,, , � - .11, 1-1, 1. o i I - I , . I I 11 -:,� I'll - , - I � .. ... , , , , I 1 I � I - L 11 I ,,, , I I I ' , ' , " I � .- I I , 1, I -1 , , , I , 1:�, , 4- /'11 . �/ I i � ., I , I " / � - I ,; I -#/,I /. , I I / � � j * 1�� ", -1 I � 0 - "I I . . *'n -�jp-� *-. -� - � � ; ;) - - . . ': , '�--, , �, �, , �, "I , , , ", I - I I "�, , , , I W I I- I I I I , , I 1�k "��,2q -� , � , I , - :MH, g � "", *�, / ��,� I . " * , x , ,"�, � * � , , "LI �� , "O"" - ;, � `� 1� ,7 p- 4�� I, 1�, /, " . -/ ,-� -�',,, , ,,- 1 , ,,�, - ! 11 11 Z 0, I � '1- � a 13 1 - I - 4�, �, 0 0-7 , ', -1 �,` , 3 *� J ; `b. 1, lf,,, I I � � � � : I , I I ,,� , I , I ",� , �, I �, / 11 " �, " : , - I "', I , , , , �1/ � , I I I I ;n-,, , ,, I 1 , 1; - ,�9�� .5 , I I '� I - 11, I ,� -/ "", I" ,;, n . ".- �, , , I I ; �, / / I I I I I ,, -, *1 11 � - "I ,�iI, � ,� � I � I- �, I ---l-, I "I , ,- 1, 1, I" " I'�, 1- - - I I ,;" "I � - - ,,,,, , , " - / 11 "�, r /� � . " 1, � � 'I, , , I I 1 I I I I � I., I . 1, I 11 1 I I ' ' , I I / , " I , 1 I -, -� 1� "s 2 .1; I �� *,, !,�,,, �"" � � , * * I 3, � '01 ,,,-,� , 2 � - ., i" , '. I ,� . 11 � , 2, . �2 �- I . . I , ", ,� " - , , "";; , -' .� ", , 1, ' . I I I ,� , , - " ; I � " `�,,�WE ; I �',;, ., , I : , " " , -,", ,,I I , `� .�i5�1- ,,,, , � - -I L, I ', ? I , 1, 19 ", I "" ;11 I I I I f 11 " ��' "' I . �, I ,`�`, I �' . ,;, !", ,,� � V , *51- 11,41, , I " " * '� 'I, 11 , " 11� ; , /I I � L 0 r 1, 0 , 7 11) . ?", 11", I 4 4�1 U � 21, � � "". .1 �,, � ,I, -�, 1; `i' I I I I I 11 , . '--.-, 1� ,,, ,,, - / I "I / " -- , I I '-1, , "-� " " , Mk 12-5` I I � I I I I , MH - a,",", �•- 1 -'.", 11 " - - """', ,� I " �, �� /11 1, I � '. I --- I- � � " - , 11" . I 1, " I I /, I / I s7 / 0I � � I . 11 I , , - , 1 , ; 1 1, , I ,/ MH: 20 , 11 ,I I I I � . , 11 0, �': . �-1 ?i 0 1 �, j . ,. I : �,� , V "I I ,� - . , , 11 Q . 1, � �` , - , I 11 I 0. i'� , I I , 131, , 4 I , " / � -I '' �, , "l, �, / ", ,,,, � , , - , - - I " � ,,/ " I I I 11 I - - I �, , !�, ",<v, , I "" L, , "''✓ ,t, � -,; - *, 1, - 11 � ,�, , -,I - " , ',,r I �' " I 1K " � �; " , - It ", , I � , I > � "', ,,�� , I 1�1/1,vl --1 " 0, : , I , �J 1k , 0� I - , 11 ,� " 111 � I u, �', *h " A I I, I #, , "), 3 #11, , "; " - I - , , �") 1, 11 0,I I ,*�.�''(-,c3 , I 1, . , , I - I I , I , , - - I � WE : I I ��,;, I , -1 , , I -- I I � I I I I I I � # I'll 1-1 I I I , , : I .1 I , � il - , I MH, 12�5 I , 1 11 11-1 I "MI -1,A' , . � ' ' % I I I I 11 I 4�, I . I / � I I I " I I I I I I , -�, I" - . I - I I I . -� 11, " , ,,, " -, �j �o �! ,, �, � , ,� � �,% 0 11 � ,� I') . : �11 - . e , * �11,;, I , I , ` ` , � I" I � `�, * ') - I 11 ; � . J , ,-� , -, ,% -I * C�, � - - - � 'i . " . - 1, 111� : - 1, , , " I 2, I " ,- 0 - , ,, " � , I ,- �/ I 1, 11, I I . : I I , , , 11 1, / - / , , , - � ''k � , I , , � 1, , / #I ;,,: � I ,� - 1* -, ", L - , I 0 11 � 4 ''•µ V, , I : � 11 . `1 � 6 -� z � , � �L �, ,�,). 4 /� I .1, 5 * 013 f"", -- - " 1�11 -, � V - I I 0 " C, � , - � � � (,I -0 - .11 .- 11, 11 � 11 1. I , I I I - ;, 1, %, ) I WE I I , , - - , , "I .., / 1v I - , 11 , ; , I ", 1; --� , 11 , 1 I - -, - - I/ I ,I � � e 4 ; I �, - I I . I I , MH: MH„ 12-5 I , I , ' "I , .,% / %,.. �, / / " / "", I I , I , , / ; , " - ". I * ; � I 1�1 I 1�1 1�11 , 0 � �, 1� I z♦5 I 1; 0; I� , , ," I1111.., *n � r", *�", " I , �; r" ., , �,, : , . I . �; ; , , 1, * I ,,,, r", - . � ", '� �,��, � - :, .7 -,, " -, ,, ,� 11 �, 1, , " -�, - , 1, 1�1 11" , . , I / I I I I I I I I 11 "I I �-, " I I'll, - , �, , � I . I ,,,, "/ " - - " I � I I I . 0, -,� I I I 1, I , �,,, �, ; � 11 I * 15 *- . I Q'I I , *"11 I " ! I I �.,-I I ,,,, -',' 11 I I 11. - I �i� , - - I I I �-�6 "; , *b, 2 b � -,�, *i'j, -� I b , 11 � i � ,I # �i # # � , # I) � 1, * # I - - # - I 0, 1, - I, , I ` ,,� - " . , `// 11 I �- � 1, : 11 �. 11 I 1, 11 I , ,;� , , I , , � 4 V # I . ,11 # , I I '. I , , " # * *- 1�1 * � j j � j I # # � ;) ,; - I �,J - I - 'IJ , I'll - n ,,, - """. , 11 � llf �, - , j 10 ( � 1. , - I ) I t� " : i -I - 11 �1-1 - 111, 1� . � - , .1 1 1 - 11 ; I - I - - :�, , ,�, . " I .. . , :1 W, I � I I I ; I � 4 - "I � ; I - ",V/ I -24 5 I - ��" I I "' *-. �) -� ' , , - ', J - t� I J � 3/ 1� . ",'I 4 ; ; � 11; 3 "Ill � 3 � , !� I'll " ,,,, , " 6, . , t") . - I * - b - ,,, , I I I I , I , , "M , � , , ��5' 11 I IMH: I ;� 1 I I I "; , , I I I " I - - I I I I , I I * I b. ,� - �,, I ,/" " v, ,,, , ,�,� ,� - I'll 7; � f 11; * , 1) � 0 .�11 - h 1� I �; " I ��, * , . :1 "" � " ,-- . -e, u , 1.) 1; 11. I ", ` ,� z b, . 1� ,,, . � , , 1 �I 11 I I t, I I , .�I . , il"', - I�, , 1- I ,�00, , ,' - � - I "I � ,� ,I I�:, ;'"^I ,/ ,k�l , � , /I/ , / # * 1, I . ... ... I 1 I'll I � I � �. , -�/ , /�,'. � * 11 0 ' # I , - .", *f I ; "j � -, * 0 � 2 , - -• �` ,/ . 2 '� -.2 - 1, � ,,,, '�� ." U - � , I 1 v, A. I I ; ,I I f * " ,; fo, I , I - el � I � -- ,..icy''. I : 12, 5 I 1'/ . 1; , I I/ , � - � -- . � I 1. 1�1 , /MH 11 11 . 1, I 1 1, I 11 -� ,,� ; 11 , .�, I ; , Y , 1� " , (i 't ,( ,,, , - ,/ 1; ,- �, '. ." *," *, ,� 11 ., J. 11 -1, � � " I e, , I !h � /) 11" - - , , 41, - - "I, - , ; ," � , , " , � �,, , t� / 1 , , " "� I I I . , I "!" 3 4 , - - I I ' ' 1�', ` *�,� - " WE, � I I -,, ,,, � I I I I 1.� I . , I , 0 , V � 7�� ", --`1 --, - - - -, I - �, W/",-, " , � , "",�, , , , " "I � *(/" , " ""; 11 �,, � `� I ,� " , "I U I . " 1, ,j I *(", � I, �, t ,,, " ; - !r, -, ,, , " *� " ,'�.,// I . *�, ,,, I I I I I I I I I ,,, I � I , I M H �,,1 2.5 I ; , I I I ' � � // � "�), I r - , ,MH- 12,01-', 9 ,�,- . I r 111 1 11. , " �z �11 � I'/ � � 11 i� rl� 1). 11 I � 11 . ", ". - , "; 11 �,; I 1�1� .1 4 1 �-' " ,- � � �,, . . . , , "-v .... .. �, - 1� � ,,,,,, , z- ,- ", .� � , , I I I * 5'' , � , , , , "I I 11/1,/� I - I � : . I -, # , :, 1, .--, �,',/ , I �% * . "', - , . ,,, � I IJ - 1? - -� �-;,. - i, , � " ,- 1� . - 1; 1; ..-�, �,�,;, !",-, �, ,,, I " �-, �,�j ., I # I , I I � , . - * t� 4� ,,,,:. * ", * I * 1�1 " , % ,� r, � 1" I -� , �, 11 � �', I . - ,, � ,,, "i � �- 11; -1 I ,,, , I I I I � " i , �0 � ,; - 11 I I , 'I'll � t.,*, - � ,�, �;, - � 1 ,,I-� . . , I I " I - , 'I- I .�&; "� . I , ,5 � �- " - I - , , t�,,, ,,,, � 1, �, - 1. 0 � : � . " / I � , � 0 0 �,-,, . ,,--,; k'; ', , , r �� , , �,; . 511 : : � I , 1, I �- j; "I - , V J, "I'll � I ,�,, � � ; ",� ��; , " ") , I , 41-1, , 11, 1�1'1 I ,"-� -'/, , " , , j �- -� I'll I I -Z �, I , ; � I, I �, I � 0, * !". ?-", �) �, - ,,,, - �, , .-,, I - Q 0 , *(', ,/, �,- 11� 11� , 1,; � I j I , j � I �; , , 1(i 1, - I 1 � %, - " , -� � � � - I ` �,� !"b" 1 I ,,, , - �; I - . . � 11 I $ 1 ; --,/ 3 ,, t� �, 1. 1. , I , I I 111. I I . , �,� 'I" � 1� 0 � -, . .. . 1. ! ,� � � � J - �,� 1� � 11, I '; I .1 U � , 0, . V1, I 0 , Q , 11 .. , I � � . z I i I I , , I fl,11 " i � . �r ,,, �� ; � " e I j D , �- ; #, 'I, I'll �, �, � #- , , , , , 1 ; e- , - 'k I ,; 11 , 11, I , ) " , I , �tl , : � , ; � � I ,� � I, (" , n , I,; �11 - . # * , I? �1111.11 " - -L", 11 I� , .,", I �1, 4�i � , � , "') � �, � , �� 1 3 - �,, I �, 11 � � 0 I U -� -- - - ,,� I ; I , I 11, I � 1�1 11 I - ,� � - ; ; , ,; *r � r,� , I ,�� ,0 *f , , �;- *�, , " ; � � " I , I ", � �,, , `0 , ') ,�,,� . t"', ,�,,, � ,�� ,�;) � �/� ,0 - �� ; ; I I , I I I I ; I ; I - I , I !h , AND ASSOCIATES INC � -- I , 1-111111,11-1 -"--,-� 1---.. r- -,- -„.; - - z � , � f � 1-ghfin-, � I � // 1;Roanoke / � W fly iAmnq A"Ap y��� I , w�r: � I � � z , � � I � : I I ; I � ; I � I f � � Eyr,PII,Pnc0,, in Ifikimination i , E,ngmeedn( ,.'oftware I I ,j S � . � �Ofu.198 f , , , I , z � � I I N - M - REFLECTING TOMORROW www.ballzer.cc Staunton New River Valley Richmond Harrisonburg 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. I � � I L r � I 1561 Commerce Road � 1 : Suite 401 1 I I - Verona, VA 24482 , z -=-Wkb,m-f r I / }Y�pp,t ;�nns� j 540-248-3220 11 1rj1VAV11An'-,rM" �,-,!. � I ; 'I, ; � 1 � � � �� -,------ I FAX 540-248-3221 � � e � I � I � I I I � I I � I I 11 I I I ; I � � I I � 5 � K 5 � I � � � I � I I I � � I I I . I j j I j � I I I � I - w � 1 I I j I I I I - V� �j ; 1 �� I ji 1 5 0 I I ., 1) � I � I I Z�> I , I I � I I i � I I � t� I I I I � I 1 V � j ,�>, I j �, � I j j j `� j j� j j j .... .. ,", � I I I - - I 11 I I ---.- ........ I I I I I � i I . I � � � e I I I � I e I � I .}; ' I - I I I - 5, 1 I Revi.si.ons . d. ;1 --- I � I � I � I - I � - I "I'll" 1-1 ----'-"-' �' ---I-- j� r 11 H - --- --�� r; ,I - I � I 11 L- � I I I I I C - - .� I , 11 , () : 1 G I - 0) I � � I M j �. H; � � I � C i.- 11 0 > 0 I I - I I - >, >, A- , � j, ; I r .T C U) 0) :3 F M, 0 q (.) I II ......... - .... ,,, I I j I �I - " I- CO Q) ; I I 4-j L- co I � ; 0 I I I I : j j I I I E C16 �j I j j j j j £Ci - - ��1-4 ! "T, 0 .r- I - � ,�, � , I We 1-" i 0 � 1� V - - �- 1� � 0:I ,-! - � j , j 45 11 ,; I �) j 11 � ED � "D -0 � I � D I j � I r�' .... I , � ---- I -l- .... .. .. ..",.- - - ,".."Ill., 1-11-11-11 -l- - 1 I DRAWN BY 5 5 � I I DESIGNED BY - I I a- . CHECI{ED BY � I I . 1 . I DATE 11 -4-2010 1 I r- ,; I I : I j j I I I j I I � I � C SCALE AS SHOWN r , I � I� 5 � I REVISIONS: I � , I � j 1 02-09-2011 (ARB Final) � I I I � � I I , I � � I I I I - ! I 0 � (0 " � r � � 07-15-2013 j0 IT- I I � j :1 � I I I I 1 � � 05 B 08-31-2015 : 5 " I I i I C I ; I . -- � � I 06-06-2016 AMENDMENT I � I �, � � � a) I � � I ; � 'L 06-22-2016 AMENDMENT 1, � I , , I I I � I SHEET NO. e � j I � A �p�- C1 1 of 13 �- U - , U;) - x I L J I A I 9 11 C It r CatalogType. ,'. Job Name: CAIVi ASC1) D6 CIN LIGHTING PANt7it^SRFTA!LSITE l ING ; LC {�tt L s_s���t- 11 4 t'N otS, ,'P+✓fPc''u r•4riwid d*�.r€_*.',.-,`s:S: ,,, I CV�E1)SER1E8 7 ^l 3ti {,, c' -Y l t1 e ,'lit It I d`ai1 3t r $ '_ ., t .,,t;.'I?.; L,.i i, ill:l+„ i •I, trio,",. 3.iitwd}e ..q.. .,,� ' is, 111'1 `' o.:,.?,...Fx2,:..,.._ -: ,.Vf- •dl,” II t ; FEATURES SPECIFICATIONS HQi<_iSprt ': k.pply P rs'a 1 N { arlr y - -fie. rF i e .-.ergp"cx d.-{ht'17 'r,.:°' Indoorloutdoorsuitatiile for wet location i.;cg0tzllrrnsY1, ;7„ a.rt iitl;1$, s af ;7 ll -id +,r, {lat," .' ra, (qT,+1,,4'. .{ :il, r. -i"', ttri,llb: oil': r'wwig 'DIG C_,o idkU.l1 u4 it ,f to P-11 it i ",1: utku:. Q� l.t It.:, "Ai -I., 0i J l€Sit, l,ilul/ ;r J,J:o, `.tuS.',., tr I ,.., Ls) I ,,J,i,,,I i, ,M z : t;,:l `4 Gt}I I6I� t.li; „ ,, :r .+nice -1 ur �:.? Lt: IF.I , i,,� ; •i .,r„t.l.i, {111 1 , 1:4t ,„ ,, ,tt.� 3- .!- I: j' l .';y , TI'Fi + . _. cctl.i.: aft ,t`!:J{ 1111, .. -f ,,i F; ., t, I,a.i', i-tcltlFE,E 1 :J`.ly c;r,+ da.:�. llttt;lt,• r t . r. s.t:= IL:: .fill.'ri . , ile', z, r, , i:.'r;l:..- t,x.+. ,.I: , t k ., Ir .. , i.,. ai li9 1"i .. 4 IR . . t i .. t i 't n r - 2 3 4 as r 'ilr., _ .:e t,:.r If l( .:,1 .. rf i„It :.nl'.i .lt 1 r: tt;p r, ,I e. ',:r,;. 1..' clan poatt N41ountint'{ r,I': it I:^,�ltt?:; 3. ,I ! .Ali t,A.f A,..w ttra"; rr 11 11. da'6-:;} ; r! ;:":rlic4lt,f. \I:,"r at::, V,).a:li r-:':,-.3 .::r.ik' . , I, iri.tc ' -. L-% i_a,l+, a tl.<+>Lt s-,lr:,tti Ir a,{ =.idol t:k. i 4 _ :?" i.r,f , t ijt I< it r. -,,. ,' y..:: ai„ w : i lI s tel; ir1 tx.e l.!r':t `.--:StikP _0 )? c-. ,iil3 .I , ;:1...,7 . 3SifBi,--,,w,: :?I ;ms's l,k VL Ill, ,Vora<i'i .a;� �,X,u a r:im2t to .= y wt,. «'it . J.F!.. i;')+ #-. + ' "il", !'IT ,J ,:q ':ighl: fC,: J {' I,Ir{,,. ';n3i j : rYt,, i , a f'( IJ. w q : r,r'::, f tt -d, 1 <4ei`I'• sf t -rF'> t Il ,.,:t : , t t. ..; 'I);' ,f , ,A ,. :+f�';;`:•rC t�I'7'f .I.a 9.{.-..,.)il. at,�„„ .-.J w t .- m Inti `. r t:" r t17tY;it.M,,.3.,,t..?itL i':+FL....,p,,.Bl,EltlElfkr;i,tt.ai ���;c:i;�:(5,, ...f_'..11','. t.E,,.+1_: c.;. t h ..-.r ,.I „-r.: ?y,,''.r .,. .. '�s',. ,lid -.t..,.: k,..{..r ':!!' LHtt [ 41� 5''AI s )' - is .I. k€5fi Erl x -.,r (.3i^. d tr. 4J titltF Lamp Type ,:srlyl >,.j nIt � r ,Iii .. ,r,FY j..S i. . L. -ft al, . I .. 118..., L . ,1 yr;_: -1111 �'1 10,,!;lr -.7-:.` iz,c. . 11, . . k, i�L. Tlt„ :t,,. �ite,rrlr s, I r;c3iklo ka.e ,w:,.<,,t fI - f - s. ;t ,'"r rt'Y!. ,1 a.,,, C .l ,E.t,f.(: :f.....:t .t-.. b. A,:::1 _L.. _, a .,.v .., .,tu a ,, ,:y: i .':SNF r ., [,>:rill„ t u,. , _ t .l .:.xrf.:lr , t:rSitP ... ,,:11 l,,rt,ntt.t...+.I+I I,R N S` 1 a ' i x;f y+ d I- 'ii ; I ill p i 31E 4 ! 'S61f) It p t. , ' !G lilt I! i 1 F ;[u M2PXA-H2 . __ _ 1111. ,,, t::I ! t i r,, em rv: t,:, , :, ,w l2 0 ' t i , 1 ,e, li 6,16 ..1... , N, )i , <, llin,",, r::' t: t ,.�._... J f:.;h. ;ic,, 1. Thl., ;'.ilr ,,A;h t'{{rk.;t `'`> .Iii[ IIN"r.v-4 +1"C .,;'I Lf; ,;,l:1k"r.-,;;f ,,.tit a tnk- r- - .B. .. t . r l4 tl, 4-K g .:„ Ti,. I:r. ,i la zl :.its rt tM"'x ; t,:l 1fd' 1 JI F t -B . e .i IYt r - . c s - + _ ,; t r 7 ::..: F 1 ri I i .:' r t. :!9 i -1 Of.. i F ! til f'. , -i Jf '„St f I ., :, .l. '�`t:k't 1111 1.„t3 t, _1(111 ,F_lfhl it Ltf f"rt'1 Rt ori h_.:{i E idR _4 f'.L',t ,1.. :tlhrtt^ ,, ,I; f11:k}t ti.,iJ:p --,(1:i,ltd-I I rl-:I'<_":i:)tiltii 1-:,'.i .:,t. x.... -.i ,+rs,tk,.;lf'.:.I(.:.!.7t ,u,:, iif. 7`.::}t] ;h,,' J.rt pMy:3I,o'l,,,Yjfa'er, t:EF't�M,rt t; lytiiin; i%.al„iac..t. t} ,i rF I.t-J.: tf`,: v{}'.;'.tr@a! -ui- . bs,f..t:C"3?I',d` ('.,t<T[ 3' :.;.FTEs 1 i„, f:;: ., [Ilii :,la s. tt: ii.l dt it :l�iu uoJi , t C i .': w,J ,1;,, ;rl tv flaa ;g ii:'ll Pis „ u faf'd- v I :.-,f-.; i,ii; . 'tt'if il9.. }+, C I,:,; :fC:F, ilio d'itN' i`- C IkPI> -,r _:; _Ui . 1..1":;t.,: A:Lel f,-,! �d il_�:: flfu k t 14.lf s1-;iA EJectrbnlcs dv,st;nt H11C .Jir1q:i,f, he N r ,, h fil'JI wjy , ( c> - ,.'=:..! .' .!.fC::l;.t.. if;.Flit1..:1Ivilf.11l;J 3tK.Ilr�:kla, Vit.;r `3..,.,, !tt'jt rYr,4.v Ik,l.t.tf.,,: � [Y $ .i r., [w•rn..a_, .{ "a'1'rl 3 t J"'tdtt a' tG SIIt'A aEt tl?:J '' I !. f?c'I+'S llfN1 [}'6p1c'tirk.3',1Pt iLf €rift .i.'fl'tl tF + :;. rCll{a,.., 1::9Cfi3 M'1.,.. _ ;E,iis', r :I'i,di l 3 4' S 1: �.,A 4 p,7+; :J flri Jil.'. , :s 01 t"JI1 itS t '114 �a'ff:i8 tl.,; � ll . t l a,il a;, .( r E, E ,(' `@+?t 7€) u�l rrl , ;tl r j!1 1,-,:. dui -k ll di- 7,t„r igiCN :# :,n I -r;. I-. l p , fil .1'rr itti,t, :{1 Ill lav' -,<+�-kWU:tr ('�rimri .: bal!-3” " I?,.;(,li4 ill, -,.idl ',,,t. :Ila;;{ {]4j-:,;--�It+,II :,lull td,: -,'t;: sill( t,.,..;t,. L, It-oN-Int tit+J ett, rl<-ill}. i,. f,-:... . - , ---- --- U ! .._ 'sli.fl-t , +Itl, ,iiit ;,i2-aEI t,-,. iii.. L,,,. 1 ro ;it, IIL.,_ . _.t...t,,.t: r; f.,r w@ t _c.; �-ter:,, s, 1111 `�ttl...Jli it:Ir33ifF^ !rr3,r. tI11.it^-, .. _;est c .. t 1111 t .. ,.x+.- tsit'; :+., .t .e Ligl-stetatrte ..I, .:' ilillr},Ij'_.., 1111 ---- Improved Diagnostics M2WD-H4 cF,''-tt2.ai : T 'tI LaTH! nit. t a t�n�..r :11I1 Iail:r,:_ t .niwti,_ DIMENSIONS I `rill'➢r tf l _-t, I y ,;,a ,d ,ti' f;I o {;f t.., :';#inti,, 3 1 „_f,rtll'1",,, :v 11' NFPAII ,1: , I,? .. % 3F x_ t , s„.s .,; , f fl k!r ...: 'i l.I , rLl„€., t , t'rBgi:: ,.1fL'i'a C,;11:1I-.lttE,:.,Ii1 `I,;:Ii.gtvq'-»odd ?d, :gl'i<l-:,,..et; ,.;1:?,i, ,tfIV„ .�;. E.: t:, t t - i(3:: 11,_ if r?;7,3'' .9 , t„ +;1,' Ar. ..i .. n , f I• corillmll .lrrls:tEx,..a.s..;..:I.,s,;:t:n; LtL!s„t,....,l r'':[)''�!<16 (11tf JI101al phi€ x,., ",t,, C,_k ;„t- is l , . tm .at n urrnf:i I Nl; ,', li-1'11 i F o4- ten' t t`1! , I'�tr -•3 f'I, { r -:;,j ,.. 1 S : e' , t'7- ';;,"iJ'i �; ,y;u.l:inE 1) 'r. ,: ,L°:p t..!.::::i ,r. i (' ;1:5 .11 'nt1..„. Sealed Ill aintertance Free Battery ufs.:T,. rir,.+ut-l:._ 20--d ..,I t .,,,'l I,,.I.:,'t u„Jlliclt 9. L,:ai;:-:y Approve f it .,: I C sir., f I t ti. l lvpIk 1 d ° tli3- .,.t Li I 7(f li;.'7„d ., ..,u t, ;,,I f14f 4.;) ii'. ,.J.id.i, ;;iza: 1.:.1: l;, 1.. Warranty (subject to prilirerifistatEatillln: anti Inaintenanci?) tJrtt?I1_ I .e y_.: J „l d ,.,, 1 ..x , ,,,.,7nr; .: t:3tty s ai]6 fjpsesl: Ni;Jt l -P' .z! H Pr: € battel; not s.o:.+iaiir It to:;)'.i ii,,,,e;:; pit r 'a -e,ar,�m, rua.',tu,gwfinasus':r; r,;,.,,: 51 rx„=s s.) i,17-] lr : 1_.. 1i rel 'I"ype: - , I .li 7 o-.1 s s:r.:. �� �� iy ,1 - t t�- i. i iib 'ql ; I1 r `s11, .I 7 ^l �, , I i '.11 1':'. l::F x ii,' I, l irP''1 J. ,.Vf- •dl,” II t ; . _ . l : l I Fixture i Lamp/Ballast Options Color r vr.Igttr Corr,76 71tnas4,2effs Subrmiled by Lightlncg Vi,gmia Central catalog Number:: - -... -.. - --- /2 rV92P-i-15-150PIVIi-{-XX ..' .. 1 catalog Num,. . b..Ier. : - ... .' - 2 M2P H5-.15DPSiVIii-XX {) 'I"ype: - Name: Job Name: PANTOPS RETAIL SITE PANTOPS RETAIL SITE ,I Ga ti kgs' 356 -TG VIRGINIA Notes:: .. . IINIIr. , mates: l I . _ . l : Mitre— M2 paI)e �3 at 4 ,A] I T -F1 I Fixture i Lamp/Ballast Options Color 1 M etre— M2 page, 2 of -; C;,TE - I f=ixture Lamp/Ballast Options Color 1 I 1 I 2 3 4 I 1. FIXTURE i.,!fll 1 U { -til ,f j -10" C< ininimuni start temp. POLE MOUNTED I I U - --- M2P-H2 . .---- _...,..._.... _.,__- --. _1111...__.. .__ _.. . Ty. e -2 hul zd,)ril-_,. reflcctar I I U M?P-H3 Ty of ,nt r:fie>r tel' -- - - - - - U M2P-H4 Type d hnr,z rr tz: 'ef et-t,)f - I F ivl P+5 ..---- ------ �_. - fype a f nr:z�nt ?fie to TtnrlfJ \SSPhtRL _ IPOLE _.,....----11.--..-r-......... MOUNTED WITH EXTENDED ARM .._.__ -. .—_____ .. _____...._ ..._......_._. ...__..._.._ __...___._.. ------ 1111., _-_. -._. 111.1. i....._.__.._ I LJ M2PXA-H2 . __ _ 1111. _ _ - - igjl ,, ? I'CTIL ntJ. r[el!Cctol will e _IeItJ:3U z1rrl; - _ U M2PXA-H3 _Type 3 liririzordt r=fle tr r with exlerlded arm 11 - 1-1 w2PXA�H4 f - L srr li r_fl �IJI /h extended .lrn ICi I U M2PXrt HI, T r, ypi4 5 har,7 r l,. eflri e sf will e,t.ende:rl £arm I - -. _ I t50PSMH P!.Ils ❑I , , v 1c metal h cicle Lal J, r27U'_; r v t _aflast, €Js? rneclium L>l .c ED 171<un;,. _ WALL MOUNTED - UPLIGHT I iI U fv12VJ[J H2. _ _. _.. T'' ne n incl zorrteP relic tc: L,!',''iehi --.. 1 111 .. ” _.- --- r -..” _.. __._- i U ...-.-.-._ M2tNU-H3 ............ ...... I ?;, C , kori x lal relli4c,tor ut.:'iaht I .. ....r _.... .......... �. -. 1111... 1111... ..... ... 11__11.. . 1.111 I U M2W- Type- I — 70 ,v,tr high preostlre SOcIU , `20 i 110/ 77 :Dolt OaUa,1 !J r` frleJlurn I ,e . D 1 l`ri' o. I L MOUNTED - DOWNI:,IOHT T TO 150 WATTS_ ' ---- --- U ! .._ -------- -- M24VD-H2 _1 _.__ .___.. 1111__._._ ---WAS. .1_ - hori, r tal rDfl ,r,, -tort t ht 1 ._1__1:1) __1....____ i L1 M2WD-H3 F,"prii ; ttai zDntn, rr"flE ,r,,, ,l,4rilip;n I U . I M2WD-H4 Ty an',r1 n13. r:f;C x<fr,,;'nlcult, .. __. .. _ 1 1 I .. .. . - . -I II I ' ..-iii., „- ... Arua 1 tbie baf 3 `s are Ei AvnpG :T; WAIL MOUNTED WITH FXTFIl ARM - DOWNLIG-I T i U M2WDXA-H2_ _._ -- -- - `Iyt)p 2 Ntinztitda,: reiW lar dc,vnl crit with xleud,-d arrn i - -.. - _- - 1111 _.-. - _- _____- _.._. -_- , f I1. M2/VDXA-H3 ... Typ I. ,.r = ! iat re tit u o{ 1cwrillq 1t dill -i c t nded” aro, --- -- _-.... _ _ I U M2WDXA-114 Tt,r 1 Econ r)l-0 tefla-lor do,.amligl f ,vith =�Aeiid, fid arra Suta-;ittad by Li htmn Vir¢inia-Cent,a catalog Number:: - -... -.. - --- /2 rV92P-i-15-150PIVIi-{-XX ..' .. 1 y 4': 'I. . -:Yoaat :. 111141- :1 IJob Name: - LIGHTING PANTOPS RETAIL SITE I I I H5- _, VIRGINIA- Ga ti kgs' 356 -TG a. t i lt+ ' i ti,tll t ,e4 Notes:: .. . IINIIr. , 1. l I . _ . l : Mitre— M2 paI)e �3 at 4 ,A] I T -F1 I Fixture i Lamp/Ballast Options Color 1 a Sit3�t l r#'ti'- 2 3 4 2. L AMP/BALLAST , � 1 I PL57 57 watt compact ffucrescent 120 thru 277 volt ballast. Use GE F57QBX IamN- i.,!fll 1 U { -til ,f I 119: t 7 F ,)c 3 ,: ;- -10" C< ininimuni start temp. Li PL70 70 v,ratt aornpact fume --cel,'. I2D a-,ru 2;`7 vole h-:Pst. Use CTL F 1f)( -)E3?. lana,,. it IIF IIIc t' �..t1'•: 'c; Rt-ti. I i I_.i - -t0” C minimum tart ter :p. I J: i 50MH s0 w t m t I I ,lII� 2C dT � I , ,: rnc. tim a >_t ? I E � i U ..... 5OMHEB .. 50 w<.,t c.It._1rur:lc inetia; haltd, 1%'C}.;,tti tri c It t,'ll,<..! l_I�e: r i, -,d lr } a,=,r' LI, i'' I wip. ..., .. _ ..,, I ,J 7OMH 70 wjit Nleli l hands nuti t-7, L. 1r_Ci' ?4,. r', r - If calL..�I. L�,i lledr:r a,,e, ED -11 r la,fip .. - ,J 7OMHEF3 - - _... : Ill ,,, .Itt r,liichor n r i:Uil h tlkle 1'2(1 ,illi, 2/1' volt k,, ;'as,. lJ , . me Rrn, oa.;E", E7 17 !amp. ' Q __ 70MHTG a+ yv €1 metal ha e 12O volt L k ii=e C 1 2 hits, T V -Cot it*i c TAH 121 rota U 70MHTGEB ... . _ _ 70 ,,watt electronic, r tial h, ide 1;'0 ti lru 2, 7 ;o t la, ,sl. Ua., r 12 base, 1--6 c t'arrlic MI Ia1,'1,. �f „ t E fp; ^ idF- 20i'7()t; 2 ht�)x' t' It i;t. l,',, -Ie Eu , it;.,r,. Lt ! . Tonsons to yal,r specit'Icntic)nf t50PSMH P!.Ils ❑I , , v 1c metal h cicle Lal J, r27U'_; r v t _aflast, €Js? rneclium L>l .c ED 171<un;,. _ Ll t50PSMHT6 �'t::,=, eta{t 1501 ,watt meta nal e /. , t,.i2, L+ 7 volt hallast. U G12, base, g c aE,ac, ,';11 (I ,t,:p._ . �, 15OMHEB r va t +r ;t ionic met 11 h tl cid i r c,r r r cult t tlla f t i e Ira , r 5a_ ED t ' n Ll 1NMHT6Ei3 1"' /atI ..+�ctIuuu Inu'sal rl Illde.I21 12; r' ,rclt t ,.:�, t Usu C'2 c ,v_. , rxIaji•,v ki 1ami;: U _. 70HPS 70 ,v,tr high preostlre SOcIU , `20 i 110/ 77 :Dolt OaUa,1 !J r` frleJlurn I ,e . D 1 l`ri' o. U 100HPS _ 0 nate high pr stir:; such'_;m 1,20 2D ;/" 4 )r2 i r' ,r,nli ,t � [ as[, ' 11 cciitIi mase, Li- 1 7 4amp. L-1 t50HPa _,3!'r_,r 50 Pr`,til high pct tttrti 7c, d1 r,, 12D! '0�J'?4' r' Ltti:lf 1 t,ifast. i' t. n, i-fl.trn base. ! 1 r ;,rl:N'. - r , 4 CTVAL 1:111, I. ;fit . _ sr, are 0 for'y Wired cur 2i ;' ✓o(t ,.alt,.., °I L front i,;JP3 r ; ,tcA ivy (, ie>a , -$ "'rcs:, u-.. ' ..-iii., „- ... Arua 1 tbie baf 3 `s are Ei AvnpG :T; t (4:. , -a ; ;)' lt„ .. •,i.l F;,:,.,..: II SPECIFY VOLTAGE: LQ RU,Rt6 I 3. OPTIONS I 1.- Q PUW r\;rTl t 'r)'.5,' �' t J!ti roast 1€nr„irur?7 "v {I {)hie. Not for ext I,; e'1 ai r,a s , _; 'g LLQVHL _ oiL>PC1sms":l Vari,d k .ir t , t i,, lens,. Down position only. U_ QL I[ *S o)c.et tJr a-1-4 mini i sal i 3ialogen tett p ::lust be r+eld wired tc el �e o, ate,-, I'20 ,olt - - ' 1111 .. ._ . P ,,,C)e rliA t e>c i !.) _.l F t I rtlagR } 11.11._ 1111 __. _.. -- f Ir C[; QAS 02� restrike n n iolPs'd kc fir n d mins a,!1 halucler, I ,n,,,. Not r„gt:l.Scl o _.cc?rel,lr• sant k ""� rAh�i'y[f Aid } b Lar (- np watta +e ! of tc exceed u_il ast 'nattaf,,e . --_... ! U HS5 I ir',I e, Sine 'Sht Id Fat. �i i t{ istall%d. %J4[ #or Type_,5. _ _ I _t 347 _ _ _. 12u, c / , 47 dolt i, tlLtat rSELECT FROM STANDARD COLORS i 4. COLOR --- - D _ AWT .- . al f , '(h7le Q DG Dark Gre-n 1. U LGY -- Light Cray U CRT CSort n U INIAL P ,, t1.+ \fur! r,un-i U BR Piet�llu Urcioze . Q MDG y„ r n__ Medium Gra'd f3Z L�r B , � D II ATC Antique Gvoen U BLK Black, U V8L \/_rde 5h:(, U MTB P,laite Clack WRZ d 117errarl Eru^a- �i R,AI.. P'ri 'icore ii RAL ' O cl!:+apin: rl ,ihrsr L) CUSTOM COLOR Real t) uvir9e a c ur chip int teat : mg ,.: .. 1 : - _.. . . ... . .. I 1111. `I _, O'lmTFRIAL.� ".11,” y.,r;.,.... �....:..:,..,, ...,...�-.;...:-.�.: 1111 ,.. .. t .." ..a. F r, ".: x t,_ . .:... .. �, r . z 1111. v -� t4, -:a .,..;. ,,f., ,;, 11,11 1111_ . ,. '',. >:.....,�.�,---•�.. ... .,,:'� a. .w.. _..- -1111 iv ..- W" ",.. .. s.. .. I I I r. _„ -...-...,,,y`:. , . wa-1- 1111 -1111. !t: 1111 ,. _ ` .. Ga ti kgs' 356 -TG a. t i lt+ ' i ti,tll t ,e4 _.- ... CUT T it 21 PT I., u,[- 1. l I l : f a t 1 iI f 1 rocnsm M.J.G. a Sit3�t l r#'ti'- III _ ... c n7 1a G„!I,(,;r , Al! IVAFr 0 tore dors arra cent fiLtt , � I , I'.cb it t'!,'it . t i.,!fll 1 U { -til ,f I 119: t 7 F ,)c 3 ,: ;- I f t<.'z ti: :!„ 4.nr.lt^I (;coif iris. I i;ii f I it IIF IIIc t' �..t1'•: 'c; Rt-ti. I i I_.i I Yt 3TJ �:ei i , ,i io tit % t€ O Ail 1 . act, 5 .,r1"_P, Bra tt Or S tib; .i.a fain t , \Il:ri 3. Pvif,r „ttl r.l„., t..l' i( yq t f '. 5 ,L as F; a TO MATCH AAL Ii .e ..< . ! :r. F� ,, i � 4 t �: tdO� . �f Tonsons to yal,r specit'Icntic)nf t i:;.: .1 16.� i ,I , .x.l"..t :' . •`, r i a . ' I I , i �I3 Site L�,nittd i�T D, iplF( i7Lttip-15 I"t y # 1 5 of:Kitt,, t � tik i7 ii --i;: 1. I : . "'t �-_ _ t T I'�'fyer,; and W tfi :idl, lit( . "11. :Ila:. t -_ t - ny cons.,ilfin i NAFCO f r , 4 CTVAL 1:111, I. ;fit . _ , -$ "'rcs:, u-.. ' ..-iii., „- ... .If:. .tT. ,. ... ,. _ : t (4:. , -a ; ;)' lt„ .. •,i.l F;,:,.,..: r � Subinr.-ed b _Ir ,11 ,� 1. LIGHTING VIRGINIA - 4Fe,,� , i2 -Central Joky Name: PANTOPS RETAEL SITE M ltre — M2 pal -e 4 of 4 Specifications ,tN, IF, 75 til r �� \ 4,25 rim I, I f ," \, _ -______1__111_ _. ..._—___.� —.. I Itiill ,�-_ 40.'Tini --_---"'I 1 f`I .t - f r` 'a- : 0 71 .......,11...11, I I/ c'_:u,__,_": ,=:1,-1.1 �.,_.�_I 2'j:� 41 I 520 mn I HOUSING [ ha f;c rJ O IIC'USITI Shall tx; ,a one -UK -CLI cast. 356 allllr:irlljl,l bac* ;incl irlte'gr l 711 -ii U1,0P a n"1?P1117ugl V,cill trl!cknosi, of .188 inci-I. Rt c huu ncj Sf`r,ll nn,rC c,7°1t in LtI tC , tflrt)a.ic-ct iris}t._ E. r lit jt_,It,rtc� Ili •s e1e„t,lurl components, 'r -o- ' etc ;r fra 1je ;N -A b cas[: of 366 alumult_ifrf. Itis, d{0 )r frar,no Shall be cII:-cAle j :0 Hle i- --mo1U with 'V(ra�=s ,-,teF1 hinges .:,nd c,-F }.far by c; -,se ,inn four rr captive stainless steel lastenera. i he doci framer shalt seal to ti; hCIusing +roil~I ra :rlo?rred Y'i 111/:!rt1 C€F"Itl\/€', C;III U1'iC', jr:aF, t. The rWcSI i'r"F7 ,I'C11 ! I 1.- ;;o€1tCrtlrei:j tit fit afive ,r,cll =,larrletel c-.0 ". fie /wa'I ;rtol liitflri plias- s,hr111 be cast tura: `itinl �;it €Ili€y C-. --tatod. i The legit, shall be clear G tempered lass, sealed to the I c.aSt alurrllrILIM 0100 faasT'e VVII[1; a zidicori uIasket a€1d I E'fel;d In pla€c:; writ, eight clifa, a:roun l the 0�rnriietel- Fh iapgical assembly shall consi,t of a hr,,taslrl; rl'7d7-fi re I vstf r�ie. formed, ,specular Al ,_lk," relies` a par!els. TI -le retle clor module. --half be reit,covublc: tof easy ai,,cess to tile l_;:illr.st. I kie reflector SySterrl(s} SI 1411 nae IcSied by al I eperdent to5fing labo atJry aod'J Ss'tied ;as Ili ^+a full Cutoff optics. Catalog Number., Type:. ` Subml t by L" In,, In 3 i-€ Ih 0 Job Name: 2rI2F' HSv 50PMH-XX .? SITE H w2 LIGHTING PANTOPS RETAIL SITE . (votes: WRG'INIA . , i i 5 inch Pound Aluminum Light u rt Ti FE ! Po/es ELECTRICAL i -hr, sack~:-- are rnagul ;ease: pulse rated porc_ 'yin. rIX'ureS S`Kdl flave tate ballast assembly Instr,jled, ,iorad I :'=stect P1, r io shiprrlLn.. FINISH c. , rs t fl 'aP' 1 flVf ;["c . , Y .r t 'fi ,. t„ .a .. rlr.. i L _I �! ii-`� bj i � a f � Lt. � 3 Pitt i`€t l �C ir''1(CYI �4+Itll :a Cr?f)ir-ner Lir€mer Sealer, tT'en r1• -y OT) am top xl,atC3,_t Y ,'vltl-1 a illrrllT:.±':at SUl-)e1 TGIC pi--)'.ye-star pc,,"/cler t;08t meet ti rl t by fll Ish Nall m.,_t the FA,Itilii (Kb -,22 oIforn trt;o fer.irlcaticn 'oJ— li nclucdes ,),sines a 3010,0 hotit ,3alt spra,; test for ecrrosion resls`anco- EISA COMPLIANCE PAI i� C;omittltibd to rear plyin4t viith U.S. EISA ectEtire;ner:ts. r,fl applicable l:'rQduitits martl-ifac:turac for sale iC. flie I'ill?L�fa}ES -f'el�clr1c-Y �, WinWiP FtE;r P—I.J E rC "1-11'C,,"''C nt'_ CERTIFICATION TI-xe fixlurr, I-, li,stc,. l t+'/ItisFTL lot f tildc;cir, wet loo- Ginn u:;v, lL L.c3-_.rid z allacliarC�A 'Std. G«�. _ J,_ c5Q, tF'-,,U WARF;A�IT`t` Fixluie I:> ,,V, r.' :l .�cl f_ tlilei R' -L t 11, on .n,S J crirry the bakes�_ iarl!.I7:9r-t.r _"!'', Iimitedi ,,tai'rartly. Any/ ur?au[horl .,Ui[ caro re;pail €eplicement it rtodf'scali c.f ihl l F i-ciilial-:t,s: scall ,icJlcl the lr arrant / Dos raar:an a l G � !v:, o1-zl, _ ti-,e�:;` .): IN-rc d let s .�wi 1 ttertLie�I does n^. cwt` any Sr 1 by AAL 3nr. -n.. t _ y m �pp1..a -n 1' rrususv� ofsaid lir+_rdtrc'(s), or Installation In `ia70lOCu5 or uorrusive environmei,(s. Cunt�iet, AAL foo uurftplele 'warranty ia.nglaagLr , i�xt.; epatinrls, anCi Ii llaatir,)m,. OafaIog Number- Type; RAS-XX11 I 11 H5-2 POLE Nota -, LU- t,ENTri+'.LiJ-8 ' 0 - 9,x.. 11 .,-„ .. ,, , e : - O'lmTFRIAL.� .. y.,r;.,.... �....:..:,..,, ...,...�-.;...:-.�.: 1111 ,.. .. t .." ..a. F r, ".: x t,_ . .:... .. �, r . z 1111. v -� t4, -:a .,..;. ,,f., ,;, 11,11 1111_ . ,. '',. >:.....,�.�,---•�.. ... .,,:'� a. .w.. _..- -1111 iv ..- W" ",.. .. s.. .. 1111 �;. „_ _, +-sa ,: r. _„ -...-...,,,y`:. , . wa-1- 1111 -1111. !t: 1111 ,. _ ` .. Ga ti kgs' 356 -TG _.- ... CUT T it 21 PT Ali 1.11 sl pr,.d NWFOO ;; p,ale,, are th'rapppo lir do;.Jbl,: avail 27<>4 tn,i cQrrugo tnr tori l,, -A i i3t ,,Hwrlt:nl, V.,rralir❑: to rttr'ernfin,+.'{4+Fit,fi,lr,i �s ,e:,::ir;thr,, Suhmitted by L{phiinq Virpinia a:a„--'al ,Rftf,,,. Job Name: . LIG#-ITiid[� , PANTOPS .T'�F'S RETAIL c .-�ITt 1. VIRUtNte I l 1 5 inch Round Aluminum Light RIeS Sdbmid, d by t_frthting :11r inia-CeTtra i Calalog Nuri mer.' Typo. I -,",r P,, Job Name: 5R25F-XX . i T POLE LJrITIrJ PANTOPS RETAIL AI_ S, , E ��:. 'ViRGtNJA Notes: .' . ... .. � . .. ., - -. ,.. GL€`1 fitAL"I [3-851= T /! 1 • Inter_ rrationa_l 0 inch Round Pole _.,,,__-_._,___..___-.._..:�..__.._�___..__ ___1111_ _._..� _____....,__,___-_.._.,--_.-w....,._..- r-'":,' O'lmTFRIAL.� f Fxt It )rt 3: 50e3 T6 € 1 r I ' Ga ti kgs' 356 -TG I , iy 11,r arra: 18-.8 Stainless `Feel 1. I ELOMENTS. rocnsm M.J.G. Al! IVAFr 0 tore dors arra cent fiLtt ly lt,ra n 5tiake of Wiscuiin s DRILLED FOR 2 RXT Al E80 DEGREES :::. AVAILABLE" FINISHES; Ail 1 . act, 5 .,r1"_P, Bra tt Or S tib; ,�, Pc111 ;r-,, TO MATCH AAL :r. FPAINTED FIXTURE € IIVISF' � . �: tdO� . .1 . Tonsons to yal,r specit'Icntic)nf .�rRt€71C5Vr" bre Cao �Vi' crt drilIiflt) frac -'Yrl'ns �r �' D, iplF( i7Lttip-15 e 'I i 1. I : . vibiadon DaMI)enpm , i th?r cptlrc,1, available r I ,_ ny cons.,ilfin i NAFCO f r , 4 CTVAL }} i t IAI:>7Frl-}l,G I- II AT 1C” I 1.- fal-yoljND t_UCi 1. oiL>PC1sms":l 1 , I.. R'R Om0 9 &:: A 1 f Ir C[; Al' NAFCO O �durn nuns 14-.t poles are age ""� rAh�i'y[f Aid } -: i'larul"d' .cl <',rru i"'v+re tiinc.) tL) I -C SICtYw 't l7e itrirc h t'<:? IFl[rayrlty Cf thcc poo e. A.LUtMINIJNi C0\ti'EHI (S TANDyRDl -T `" '- i . i ' V. .. '`' utin. t,•�.t 1) I Qui aA �a AREH DESIQNEa tl) FaE IY DIRECT GONTA,-T rdiT1 -?k I ' „, e O)'l P : E F ?Ut4i,;T10 SriOUI-D 6 _c)Ii. i NC" PIU I BE tISEE ITIS 1 1MP}-RAT VF TH;,TTH,- aP, , F FETLNEEPi THP RA5F ANtCI FOUNDr'TIQ"`l cE: i ''ti9Pt FTc,t;d FILLED `4 ITH GRUNT T rJ P?EVENT SFVFr, E STPU 7'L AL iI s °x I , ,t `r I +`O+iCRETEBASE —' a � BY OTHERS - .- , , r iii L.;, �: ..e--, ., r;;..:, . DRtLLED 2 Cul 180 DEG PAINTED TO MATCH A,4_I FIXTURE FiNISH POLE (-UT TO 2t' ro R NITG, ON 3't ONCR. BASE' -TOTAL MTG, JAG T , OF 24, I 0XI ri I I REFLECTING TOMORROW wwwabalzer.+cJc N Staunton New River Valley Roanoke Richmond Harrisonburg 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 L Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540-248-3220 FAX 540-248-3221 Catalog.Number;.: ..' T q yp .: K 5R25F-XX ; Notes; .- . . t V f:;�`rTRAI I(? -2 M 6014 4V - 1 yI +a ,v w '"iivl 1" l ,tDim' V`# ,.I: �1 t fI ,.Q, All LTI, ;nipped NAFc: l: )ler ?re kdr. cited in (jckat ie w ilk 275it twt corrugate. far p,ote-0ton itotioment. Vatratiorls in fncfar003 he!uht, 1is'WcE i ava;!•i;rIW, DRILLED SINGLE PAINT ED TO MATCH AAL FIXTURE FiNISH ft,)rl,0l d by LII ,lhtirlrl''Jirgin:a-Cc-nt,-al I Catalog Number: Type: A i lo' -y.r'. u- Jots Name. (2) t'ZI�-k I J -Ili .f�71i-X' LIGHTING �E VIRGINIA ,oar#i�ev' I1ti5tG'`a: - g I: t, l!,Z> ?`� i _1111 ;: ft,S.tures' Architectural Ares. ightin 16`,i--5 t o O Ave. I f Df: i I;y ' t 1 917-45 .. `a chit!ertural $' c. f .j2„ .9i:+ ,J�:_i. I l' IiGC 4.9„9,2,',I w t 1. ,. oil '.cd ..nxlli rrliFi [r; : vi3,'. 4.: J II Q ©■ m DRAWN BY DESIGNED BY CHECKED BY DATE 11-4-2010 C SCALE NA REVISIONS: 07-15-2013 08-31-2015 06-06-2016 AMENDMENT B ' ) q s;q s Y r SHEET NO. I `A i 1 IC13 of 13 JOB NO. 50700006