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HomeMy WebLinkAboutSDP201000085 Plan - Approved 2011-11-12r'IHGINSP COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, Room 227 Charlottesville, Virginia 22902-4596 Phone (434) 296-5832 Fax (434) 972-4126 October 1 2010 Randy Hooker Engineering Design Associates P.O. Box 50067 Cj Richmond, Va 23250 RE: SP201000006 Baugh Auto Body and SP201000011 Baugh Auto Body Outdoor Storage Tax Map 32, Parcel 513 Dear Mr. Hooker: On September 8, 2010, the Albemarle County Board of Supervisors took action on the above referenced special use permits to allow outdoor storage of rental cars in association with a proposed auto body shop. These special use permits were approved based on the following conditions to apply to both: 1 Development of the use shall be in general accord with the conceptual plan entitled, "Baugh Auto Body 11, Special Use Permit Plan," prepared by Engineering Design Associates, and dated May 25, 2010 (hereinafter, the "Special Use Permit Plan"), as determined by the Director of Planning and the Zoning Administrator. To be in conformity with the plan, development shall reflect the following major elements within the development essential to the design of the development location of parking areas relation of buildings and parking to the street as shown on the Special Use Permit Plan, except that the landscaping and fencing location and design maybe modified to meet the requirements of the Architectural Review Board (ARB), Minor modifications to the plan that do not conflict with the elements above may be made to ensure compliance with the Zoning Ordinance; 2. The rental of passenger vehicles under SP 2010-00011 is permitted as an accessory use associated with SP 2010-00006, Baugh Auto Body Shop; 3. Rental cars available on the site may, only be rented to customers of the auto body shop; 4. The hours of operation for the auto body shop and accessory rental car use shall not begin before 6:00 a.m. on Monday and shall not end later than 6:00 p.m. on the next Saturday; 5. The US 29 frontage and the perimeters of parking areas shall be improved with landscaping to meet the Entrance Corridor guidelines. The landscaping shall be shown on a plan, to be approved with the site plan amendment. The plan shall include identification of existing trees and shrubs on the site, although trees and shrubs in the heavily wooded area on the south side of the parcel need not be individually identified; 6. The design of the screening fence shall be subject to ARB approval. The fence shall be supplemented with landscaping, which shall be subject to ARB approval. Sufficient area for planting shall be provided, as determined by the ARB; 7. A planting island shall be added at the west end of the rental car parking row with plants as determined by the ARB, The island and planting shall be shown on a plan, to be approved with the site plan amendment; 8, Vehicles shall not be elevated anywhere on the parcel outside of the building; 9, Rental vehicles shall be parked only in the area indicated for rental car parking shown on the Special Use Permit Plan, Rental car parking shall be only in designated striped parking spaces, as identified on this plan. No parking shall occur in travelways. No sign identifying the rental car use shall be visible from offsite locations; other than that 10, No chain link, barbed wire, razor wire, or other similar fencing or existing on the site on September 8, 2010, shall be installed on this parcel; 11. Existing site and exterior building lighting shall be brought into conformance with Section 4.17 of the Zoning Ordinance; 12. No damaged vehicle awaiting repair shall be outside the building for longer than 48 hours, and no damaged vehicle leaking fluids shall be stored outside; 13. Prior to issuance of a zoning compliance clearance, a certified engineer's report as required by section 4.14.8 of the Zoning Ordinance, to also include proof of compliance with all applicable Federal and State agencies regulating activities, shall be submitted and approved by the County Engineer; 14. All vehicle repair operations shall be performed inside the building; and 15. No outside washing of vehicles shall be permitted unless approved by the County Engineer after a finding that the washing operation does not generate off-site run-off. Please be advised that although the Albemarle County Board of Supervisors took action on the project noted above, no uses on the property as approved above may lawfully begin until all applicable approvals have been received and conditions have been met. This includes: • compliance with conditions of the SPECIAL USE PERMIT; • approval of and compliance with a SITE PLAN amendment; and • approval of a ZONING COMPLIANCE CLEARANCE. In the event that the use, structure or activity for which this special use permit is issued is not commenced within twenty-four (24) months from the date of Board approval, it shall be deemed abandoned and the permit terminated. The term "commenced" means "construction of any structure necessary to the use of the permit." If you have questions or comments regarding the above-noted action, please do not hesitate to contact Ron Higgins at 296-5832, Sincerely, V. Wayne C mberg c Director of rla=in�g cc: Baugh, LLC 6018 West Broad Street Charlottesville, Va 23230 HMC Holdings LLC 9 Canterbury Rd Charlottesville Va 22903 Email copy: Tex Weaver; Chuck Proctor; Ron Higgins, Judy Wiegand File 4" R N N 6" 4' N N SEE NOTE 4 N N N N K N 4" [_,2" RADIUS 7V,2 15" -SURFACE MIN MAX. BASE _ nSUSBASE 12" ____� ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SURFACE BASE SUBBASE , coO 6 bO6 0 tiv N i 7/O��THIS SITE VICINITY MAP- SCALE: 1"=2000' L� NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2, CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET. OR LESS (AILONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS V' (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTfH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIIDE WITH THE TOP OF A COURSE OF' THE PAVEMENT SURSTRUCIURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE: iOR AN INCREASE IN DEPTH. 5. THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN AND SUBURBAN AREAS, IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG-3 IS REQUIRED. STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION 20.1.0 1 Traffic Analysis for: Baugh Auto Body Site Data Site Address: 4257 Seminole Trail State Route 29 - Segment AADT = 38,000 (per 2008 Traffic Study) Building Use Sq. Ftqo 2 UJI Existing Body Shop 42,650 r- 14T C) IAi Fi Average Vehicle Trip Ends vs.1000 Sq. Ft. Occ. Gr. Leaseable Area (Automobile Care Center - Land Use: 942) Cn < Z Cn Average Rate Period Rate Weekday = 0 0 Weekday, A.M. Peak Hour (between 7-9 am) = 2.94 125 Weekday, P.M. Peak Hour (between 4-6 pm) = 3.38 144 Weekday, A.M. Peak Hour = 3.22 137 Weekday, P.M. Peak Hour = 4.01 171 Saturday = 15.86 676 Saturday, Peak Hour 0 0 Sunday= 2.59 110 Sunday, Peak Hour = 0 0 Average Vehicles per Day = 0 393 Average Peak Hour = PHONE: 804-236-0190 144 Notes: U Go If a zero is provided for the Average Rate, then an Average Rate was not provided. Conclusion: cc LIJ This proposal does not exceed 250 vehicle trips per peak hour of the generator, or 2,500 vehicle trips per day. W LLJ 7- y P e and Apprc. trrd by 'le I P Cor D nmunity avc! I'ller"t Department ,- Date 11.1IX_Lk-0 File# .NOTES PARCEL ID: PART OF 03200-00-00-00580 SITE ADDRESS: 4257 SEMINOLE TRAIL ACREAGE: 4.75 ACRES UTILITIES: EXISTING ZONING: LIGHT INDUSTRIAL USE: BODY SHOP OWNER: HMC HOLDINGS, LLC 300 PRESTON AVE., SUITE 300 CHARLOTTESVILLE, VA. 22902 PH: (434) 296-0112 FX:(434) 817-1245 PARKING CALCULATIONS: I SP./EMPLOYEE, 30 EMPLOYEES= 30 SP. 2 SP./SERVICE BAY, 30 SERVICE BAYS= 60 SP. SPACES ALOTTED FOR RENTAL CARS= 18 TOTAL PARKING REQUIRED= 108 SPACES GENERAL PARKING PROVIDED= 96 SPACES INOPERABLE VEHICLE STORAGE PARKING= 35 TOTAL PARKING SPACES PROVIDED= 132 VAN ACCESSIBLE HANDICAP PARKING= I SPACE SHEET INDEX 1. COVER SHEET 2. OVERALL EXISTING CONDITIONS PLAN 3. EXISTING COND., DEMO & PH I EROS. CTL. PLAN 4. LAYOUT PLAN 5. LANDSCAPING PLAN & DETAILS 6. SCREENING PLAN, ELEV. & DETAILS 7. LIGHTING PLAN 8. LIGHTING SPECIFICATIONS 9. LIGHTING SPECIFICATIONS 10. LIGHTING SPECIFICATIONS NOT!::; ANY FATUATORME flANICAf,l*,,Q[Jlt'Ml:,',N't'AI)Dr�,D'1'0'1'1-1[Sl-'A(,'11,1'['YSIIAI.I-,NO'I'IllI -C PREVIOUS PLAN APPROVALS: SDP 0000-25, SDP 0000-26, SDP 1992-82 SPECIAL USE PERMITS: SP201000006. SP201000011 Narrative of Business Operations There are two vehicle classifications associated with damage repair. The first classification is known as an operable vehicle. An operable vehicle has only minor damage and does not require immediate repair. This type of service would consist of the client visiting the shop's inspection bay. An estimate would be prepared and the service would be scheduled for a future date. Once the scheduled date has arrived, the client will drop off their vehicle and may, or may not choose to utilize the on-site car rental facility, once the repair has been completed, then the client shall return to pick up their vehicle. The second classification is an inoperable vehicle. This vehicle has significant damage and requires a tow truck to move the vehicle. This type of client would also have the opportunity to rent a car, from the on-site facility, while the repairs are made to their vehicle. The tow truck would deliver the wrecked vehicle to this facility and the vehicle would be placed within the screened vehicle storage area. This type of vehicle will either be stored within the screened vehicle storage area or inside the facility until the repairs have been completed. ARCHITECTURAL REVIEW BOARD (ARB) APPROVAL /7 If "J'e- SIGNATURE DATE Cn 2 UJI r- 14T C) IAi Fi 0 4 U 0 In Cn < Z Cn aJ < 0 Z Z Z W 0 Z W Cn Lu 0 0 a C3 CC 0 >- >- >- ©>- U.J 1­ Z LU Z co 0 Z CU LU 0 5625 LABURNUM AVENUE RICHMOND, VIRGINIA 23231 PHONE: 804-236-0190 FAX: 804-236-0194 PO BOX 515 WICOMICIO CHURCH 22579 PHONE: 804-580-2227 FAX: 804-580-3334 2 r- 14T C) 0 ;Z Li- O < Z cc C:3 ;Z J CC F-I Q. F- CD Z W Z W Z W 0 0 0 0 0 U C3 CC >- >- >- ©>- Z 1­ Z 1— Z O2 co a < W < L3 CU 0 0 0 :;I: cr; = U 0 U Go L) Cc cc cc cc LIJ Cr W W W LLJ (L Q. [L 0 Z 0 < LEI 0 0 DU F-H U) ED > in 0 CU F-4 0 In a.. _J Cl) CD Cn U L&J LIJ Cc Z 0 V4 (M M r- 14T C) F- z ;Z Li- O < Z cc C:3 ;Z J CC F-I Q. F- CD M C-3 En ac C-3 C3 CC F4 UJ WOOD > _J ca O2 co a < W < L3 CU Cr IL Z :;I: cr; = 0 W (n 0 Go L) Cc LIJ Cr CD W LLJ Z 0 < LL_ CC UJI DU Z W < ED > M C:) Z en < Lli> M 0 C3 W Z: a.. _J Cl) CD Cn U L&J W C3 Cn S MINOL E TRA /L ROUTE 29 NORTH - VAR. WIDTH R/h/ EXISTING 100' TAPER- EXISTING 250' TURN LANE-, - - --------- ......... ........ 3.16, 0 N33*16'50"E 200.10, N27045'40"E 250.29 N35 05-10--e 0 .6j.2.0 N30*56'40"E 05.00' l EX F.H ,SIGN q, EX. E/P is 7 a7 EX E/P ---- EX.FLAGPOLE . . . ....... . -----EX.20' WATERLINE 0 4 EXISTING GRAVEL -EX.E/R. .41 EASEMENT PAVING OB 1505 PG 561 (APPROX. 0 z ----EX. CONC PAD ... .. .... .......... .. EX.5' 0 --EXIST.: z SIDEWALK /P (31 PAIR E WATER METER, LO EXISTING - ----- EXISTING AREA ODC, BFP & SIAMESE r\75 PARKING AREA SSC .... .. . ..... LO 9 (DISTU BED) 9 ru EX, CONC OHD 405.77 .... ...... 0 PAD W/ 6'. 0'. HVAC UNITS FFE= VAULT�� 0 "EX, PU L P >­ "181 SANYARY EX. EX. E/P M SEWEf 00 CONC MANN LE 0 PADS W '\EX.20' ASCA © SEWER EASEMENT w '­-EX.CONC.APRONS . . . ............. LO bl>�­­­,) (3) 0 m EX -top.. . OB 950 PG 127 TRENCH ip LTI (APPROX.LOC.) 0 EX. DRAINS 4.0. . l.k - .. E . X' CON C" EX. DROP INLET-­-, TRANS � � 00ING LOT A FFE= tTop� BOOK TOP= 402.29 ... mX PORTION OF TMP 32-5B EXISTING BUILDING-­­-,..­,­,_ 405.75 40f.74 INV.= 398.61 0 4.75 ACRES 8.. PROPOSED PROPERTY LINE-----,.,,, PVC 0 6 " DIP S30*31'38"W 937.81' EX 0 Looding Dock 111 BRA PVC INS P. v 0 N. BOLLARDS ` _EX. 0 STORM SEWER 0 0 0 0 --EX,TRANSFORMER 0 EXIST. FENCE--- \ `w ......... 0 x x 7N ..... . ....... .. .................. .. . ...... ...... _ 0 0 . ...... 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 0 -7- 0 0 0 0 0 0 0 0 0 APPROXIMATE LIMITS OF AE FLOOD PLAIN— EX.20' DRAINAGE UTILITY EASEMENT 0 ----------- PER FEMA MAP #51003CO145D OB 431 PG 296 1 EX. 10' (APPROX.LOC.) ...... ....... 0 SEWER EASEMENT o • 1 0 DB 431 PG 296 . . . ...... (APPROX.LOC.) ....... ........... . ........ 100 STREAM BUFFER ................ . ........ ..... . . ,0 . . . ............ . ..... . ..... IV IV GRAPHIC SCALE 1"=50' 0 50 100 150 Qf Al ul si iM bl.7. 2 5 0 0. co n " z W x z w x z w x u Fq < "Z U) 0 u 0 u 0 C.) uj >- >- >- M Lu 0 z z F- z C:) M CL > =) :) :3 0 0 0 0 C3 U u u r cli x fr Ir cr U cc -< co w W W a. m aIII . 0 < CC LL- 0 0 0 U) z if) Cu 0 ru cn F-1 -J in vi wl 0 in LLJ U Lu 1-r 0 z r' N m iM bl.7. z 5 0. co < z ZF- u- u Fq < "Z 0 tr 6 .j cc C13 C-3 CLCD a M Lu w a En CC zU !,e LLJ Z C:) M CL > 0 0 W" >- C3 C\j acr W z z r cli x Wcn a Cn M 3r U cc -< co cc cr_ M W -J < CC LL- LLJ z z z 0 <w w > CO > m 10 cn F-1 -J m CD 0 in LLJ U c3 cn . .... ... ........ .400- ... .......... ROUTE E 100"" I- %I A nIftFAA I 'r 'r^ r%f- r%r•LA^Wir-r% E/P I t V//VOLE TRA /L NOPTH EX.20' WATERLINE EASEMENT DB 1505 FIG 561 (APPROX.LOC.) EXIST.WATER METER, DOC, BFP & SIAMESE EX.20' ASCA SEWER EASEMENT 08 950 FIG 127 (APPROX. LOC. ) - 7XISTINd PARKING MA N I I L E iTRIPESITO BE REMOVED,,,e EX. DROP INLET TOP= 402.291 f INV.= 398. 6 All ig Dock EXISTING 30' PRIVATE I STREET EASEMENT GRAPHIC SCALE I"=40' 0 40 80 120 I dh Ut O O IAI Z 0 F- F- Z ui Lu Z Z Lu CC C) 0 u 0 Cf) u U Lu >- >- >- I-- o F- I-- z z z :3 D :3 0 0 0 u u 0 cc m cc w w w (L (L a. 0 0 ol V c:l 0 N Lij C-C z Cm m ................ 5' WIDTH MIN. I : 48 MAX. SLOPE 1: 12 SLOPE ....... MUTCO R7 8 MAX. (TYP) ST'D. 6 CURB .... ....... .... HANDICAP PARKING SIGN IF AISLE WIDTH IS 8' ADD "VAN ACCESSIBLE" SIGN CONCRETE BUMPER BLOCK 3' FROM F.0 ............. ........... ............. .. ... HANDICAP RAMP DETAIL NO SCALE DETECTABLE WARNING SURFACE PER CURRENT CODE REGS OI'D ocp 6'x6" - 10/10 NNF 4" VPOT GL. A4 GONGRETE 0 0 0 0 0 6,00oucluouovo 0 000000000000000000000000: 0 0 0 0 0 0 0 0 0 0 0 0 0 4" VDOT #5-1 STONE 0000000000000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0n1"fff—,0,0 ',;Tri0;1 .o j=- ff..noi I-- GOMPAGTE0 5UBORAPE UP PROVIDE GONTR. JT5. AT 5'. PROVIDE EXP. JT5. AT 30' AND A6A1N5T GUR65, POLES, AND OTHER FIXEI? 013,JECT5 TYPICAL SECTION CONCRETE SIDEWALK & PADS N.T.S. NOTE: 5EE ARGHITEGTURAL PLANS FOR GONGRETE APRON DETAILS AND BOLLARD LOGATION5. NEW 18'x10' DUMPSTER PAD, SEE DUMPSTER 2"SM-2B ASPHALT 6"21-B STONE COMPACTED SUBGRADE ASPHALT PAVING DETAIL N.T.S. SEM /MOLE TRA /L ROUTE 29 NORTH — VAR. WIDTH PlkV EXISTING 100' TAPER EXISTING 250' TURN LANE (..-EX. E/P ----- ....... ......... ......... .... ....... .......... `1 PAD DETAIL 10' MIN. 53.x"6' NEW ASPHALT 0 39' E/P N33*16'50"E 200. 10, N27 *45'40"E 250.29' N3 *05'AOI-E PAVING, 0 .'bi-20 v 10? ­EX F H. PARKING AREA SEE DETAIL x 0 VA I-/ EX. SIGN- EX. F. H. 3 N30*56'40"E 305.00 + ..... .. ----EXEE E/P ...... . X. E/P (60 SF) i7f ­4031.­::�� ��-EX.FLAGPOLE TALL NEW 10' E SCREENING FENCE, NEW i --- ---- /V + k EMPLOYE ASLIDE GATE • SEE DETAILS. & ......... .... . ...... . ....... .... .... ......... L­ EXISTI'NG to SHEET 6 PARKING AREA ---j L + NOTE: CONTRACTOR TO REPLACE x X EX.CLEANOUT w/TRAFFIC RATED CLEANOUT \5 7) x" X. w LA-J 5 s A452 ...... 4� $0541� X E/P (n PAD K 1100 ........... EX, 5' :w SIDEWALK w w �O �''f% , y ��\ y% J - _._... PROPOSED . ..... NEW ASPHALT — Xx PAVING ..... VEHICLE ..... . ........ )N CL PARKING FOR z /Z :�Z­ , STORAGE AREA x . ....... L ... . .......... R5 RESTORED W/ tn lbllxb" - 616 NNF b" \/DOT GL. A3 GONGRETE X.. . . . . . . . . . . ........ ........ ....... 0000000000000000000000000 00 0 0 0 0 0 0 0 0 0 0 0 � 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4" \/DOT #5 STONE 0000000000000000000000000. 0 011 f jFT I GOMPAGTED 506RAPE 1=1 1=1 I 1=1 I El 1, liir DUMPSTER PAD DETAIL_ N.T.S. -405. 631 ------------ N ... ......... E/P VEHICHLES v w W CG-2 CURB ii m CONC PATIO ------ -- /< -EX. CONC X ............. ............... x PAO W/ VAULT HVAC UNITS CL 1 # [ft-405. 75 ru 16 1--44- FFE= TC=404. qyp)gy 1111 FFE= A EX. A, H. UNIT PRO.15'x4.5'CONC.APRON 405.77 405.71 ,,(DISTURBED) .............. v` EX. OVH---* ru E:X. OVH EX.CONC.PAD\' ,PRO. 13'x4.5'CONC. APRON DOOR FF`E'= D)OOR �.TC­ 446 ---NEW LANOSCAPF�- ISLAND 405.77@ 5'R (TYP.) PRO. 15'x 4. 5'CONC. APRON VEHICLE \PRO.5'x5'CONC.PADS ;!�40 VH DOOR X.E/P w ED PRO. 12 0 INSP. RAISE COV�� TO NEW GRADE . . ..... EXIT) P PRO. V73 O.H. DOORS x x ':7-�`---EX, E/P=404.94 nJ Jill EX. NEW 12'WIDE----- 111�\ ........ \EX, I �11 PRO.35'±x4.5'CONC.APRON/ EXIST. FENCE X SANITARY kk%kkkk CONC ­­­----- 41.. UP m SEWER EXIST. FENCE PAD EX —NEW ASPHALT MANHOLE LOT A R) 10, TRENCH 30' -.630 PAVING, w ........ EX. A PORTION OF TMP 32-5B -'­"�Wz ­­ m EXISTING BUILDING DRAINS SEE DETAIL J1 X1 TRANS 4. 75 ACRES FFi-----' AO --- ------ EX. CONC L11 0 FORMER 405.7 LOADING -4 P INLE( .......... L DOCK EX.OR0 TOP= 402.29 PROPOSED PROPERTY LINE 0 „_ - -.- ...NEW . FIRE WALL ALONG PROPOSED PROPERTY LINE 8 PVC vi INV,= 398,6 41 0 S30*31'38"W 937.81' EX, Zf P. I. V 0 Loading Dock ----- EX.CURB W/ PVC BOLLARDS T DRAINS 0 PROP.20' % DRAINAGE EASEMENT STORM SEWER 0 0 0 0 ............ EX.TRANSFORMER 0 EXIST. FENCE------.--­-” 0 -­­."APPROXIMATE LIMITS OF AE FLOOD PLAIN SEWER EASEMENT 0 OB 431 PG 296 0 PER FEMA MAP #51003CO145D 1 (APPROX. LOC. ) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 Q o c) C) 0 0 -----EX.20' WATERLINE EASEMENT DB 1505 PG 561 (APPROX.LOC.) EXIST.WATER METER, DOC, BFP & SIAMESE NEW LANDSCAPE ISLAND NEW CG-2 CURB EX.20' ASCA SEWER EASEMENT OB 950 PG 127 (APPROX.LOC.) EXISTING 30' PRIVATE STREET EASEMENT GRAPHIC SCALE 1"=40' 0 40 80 120 z 1-- U < " Z cc En a: AW& u 0 03 ui F- CL w r D W(n a D <w 3: Jg J cc < �z z D 0<w w>m <0HJ Cn cr) cc -x (0) uj N O to W m 0 U) Ill Ap z %Flo Z w z Z w 0 CC Cn C) Lu r *11 1�-� ch 0 u 0 u 0 0 z Q� Lu uJ UJ z z z (zD CC 4T D Lu 5625 LABURNUM AVENUE RICHMOND, VIRGINIA 23231 PHONE: 804-236-0190 FAX: 804-236-0194 PO BOX 515 WICOMICO CHURCH 22579 PHONE: 804-580-2227 FAX: 804-580-3334 z 1-- U < " Z cc En a: AW& u 0 03 ui F- CL w r D W(n a D <w 3: Jg J cc < �z z D 0<w w>m <0HJ Cn cr) cc -x O CD LL- Z w Z w Z w CC C) r *11 1�-� ch 0 u 0 u 0 0 C3 uJ z z z C-3 CC D D n a a 0 fr Cr cc w w w c-3 of CD m M C-) cc v (n .4 Cu 1�1 0 Cu CC tr) C3 LIJ CL 0C z F- Cxj m z 1-- U < " Z cc En a: AW& u 0 03 ui F- CL w r D W(n a D <w 3: Jg J cc < �z z D 0<w w>m <0HJ Cn cr) cc -x CD LL- CC C) M M C3 uJ LLJ x CD C-3 CC UJ C-3 CM c-3 of m M C-) cc Z: .4 3r. X CC C3 LIJ CL C3 F- LLI CC C) 0 Z-- m cn C3 LIJ m C.0 en -x U-J U c3 cn F 1992 3.3$: County of Albemarle PROPOSED TREES l— - Conservation Plan Checklist -'To be placed on Landscape Plans (Handbook, pp III - 284 -111 -297 for complete specifications) r' L The following items shall be shown on the plan: PLANT SCHEDULE KEY QTY. BOTANICAL NAME COMMON NAME SPACING CALIPER HEIGHT I ROOT I DTL. ICANOPY ITOTAL IREMARKS PO 6 QUERCUS PALUSTRIS PIN OAK, GREEN PILLAR (PRINGREEN) AS SHOWN 3 1/2" TOTAL BB 1 250 1500 MULCH ENTIRE BEDS PROPOSED CANOPY 1500 1- Trees to be saved; �{ ( __ IF SETTING TREES PLUMB &7I E 15TING GRADE USE THIS Y DETAIL AND OMIT TtiE 3TAKE5 AND HOSES AS SHOWN EXISTING TYREES TREES SHALL NOT EXCEED FIVE DEGRES FROM PLUMB A-40 Limits of clearing (outside dripline of trees to be saved); ��, ...__.�_._.._.._.. 2" HIGH G2UAI_ITY BRAIDED BLACK RUBBER HOSE (d Location and type of protective fencing; I/2" x I r✓/R❑ Grade changes requiring tree wells or walls, a- ' '-- -- - 12 GUAGE GALVANIZED WIRE GUYS W/04 ❑ Proposed trenching or tunneling beyond the limits of clearing. �� — 2' 2" x t3' -O" HARDWOOD STAKES - THREE EACH TREE AT 120 DEGREES U,N.O. TO BE INSTALLED OUT5IDE OF ROOTBALL 2. INIArkin Is: t REMOVE STAPLES, ROPE TWINE ANpp TOP I/$ OP 6U AP WRAP. ��-,- `� COMPL TELY RE O CiJNTAINER FR M CONTAINL•R ED PLANTS. All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators ALL P NT5 T u �� �� INSTALLED SO T AT TOP OF BAL� 15 AT 5A E KEY QTY, BOTANICAL NAME COMMON NAME SPACING CALIPER HEIGHT ROOT DTL, CANOPY TOTAL REMARKS VP 4 PINUS VIRGINIANA VIRGINIA PINE 1- z 0 0 VL 70 VARIEGAGA RE -MULCH TREE BASE IS 1 -GAL. POT u Z I U AS SHOWN 12" 5' #7 2 325 1300 VP 1 PINUS VIRGINIANA VIRGINIA PINE "HEAVY METAL" SWITCH GRASS AS SHOWN O 1 -GAL. .POT RE -MULCH TREE BASE MULCH ENTIRE BEDS SUFFRUTICOSA AS SHOWN 10" 21/2-3' #7 2 300 300 DW 3 CORNUS FLORIDA VAR. DOGWOOD AS SHOWN 24" #3 2 EL O RE -MULCH TREE BASE GC 31 JUNIPERUS CHINENSIS "GOLD GOLD COAST JUNIPER o PHONE: 804 -236 -0190 12'+ FAX: 804 -236 -0194 187.5 562.5 MULCH ENTIRE BEDS GRAD - A5 ORIG ALLY GROWN. NON BIODEGRADAB E MATERIAL SHALL A10❑ No grading shall begun until the tree marking has been inspected and approved by a Cowity Inspector. BE COMPLETELY REMOVED. -- 5" LAYER SHREDDED HARDWOOD MULCH 3. Pr - Coustructiot> Conference: -- 6" TALL SOIL RING ALL AROUND - TYPICAL PROPOSED SHRUBS Tree preservation and protection measures shall be reviewed with the contractor on site. EX15TING GRADE 4. Eqixipmeut Operation and Storage: Tr-isFi- I-teav equipment, ment vehicular traffic and stora{, II III_ - II III III y { p �c of construction materials including sail shall not he permitted within the driplines of trees 11.E -- -- PREPARED G EAN GOMPAGTED TOPSOIL BAGKrlkL MANDITORY 18" AROUND to be saved. I III ll 111 IIL U51ppE5 OPT'r AT gp7TOM ON ppLAN7� I E3A�K 14 g g� " II III : -111 NDEft PLAIT T E T PLANT HI.? THAN'ORIGINAI LY 60 �JTNL0 D III ;�I_ III III ` FIELD G N AND LOW FOR PLA11vvT SETTLEME T DOWN TO L= GMT ACTUALLY GROWN. 5, Soil Erosion and Stormwater Detention Devices: IIIIIIII���I /���❑ Such devices shall not adversely affect trees to be saved. I14 �i� 6. Fires: i U:J hires are not permitted within 100 feet of the dtipline of trees to be saved. BA),, LM AND BURLAFF W TRr=r =S 7. Toxic Materials: I N.TA FA t .. 1• i. 11 b- d EXISTING CANOPY 2163 Wl 10 YEAR GROWTH FACTOR 2703 KEY QTY. BOTANICAL NAME COMMON NAME SPACING CALIPER HEIGHT ROOT DTL. CANOPY TOTAL REMARKS ASH 8 ILEX CRENATA, STEEDS JAPANESE HOLLY "STEEDS" 1- z 0 0 VL 70 VARIEGAGA MULCH ENTIRE BEDS IS 1 -GAL. POT u Z I U AS SHOWN MULCH ENTIRE BEDS 5' #7 2 "HEAVY METAL" SH 6 ILEX CRENATA, STEEDS JAPANESE HOLLY "STEEDS" "HEAVY METAL" SWITCH GRASS AS SHOWN O 1 -GAL. .POT MULCH ENTIRE BEDS MULCH ENTIRE BEDS SUFFRUTICOSA AS SHOWN U 21/2-3' #7 2 W BH 18 ILEX CORNUTA "BURFORDII NANA" DWARF BURFORD HOLLY AS SHOWN 24" #3 2 EL O MULCH ENTIRE BEDS GC 31 JUNIPERUS CHINENSIS "GOLD GOLD COAST JUNIPER o PHONE: 804 -236 -0190 0 FAX: 804 -236 -0194 PO BOX 515 MULCH ENTIRE BEDS PHONE: 804 -580 -2227 COAST" 5' O.C. 24" #3 2 LLJ L.r z GR 12 RHODODENDRON "GIRARD ROSE" AZALEA "ROSE" AS SHOWN 24" #3 2 MULCH ENTIRE BEDS PW 8 RHODODENDRON "GIRARD PLEASANT WHITE" AZALEA "PLEASANT WHITE" AS SHOWN 24" #3 2 MULCH ENTIRE BEDS ND 39 NANDINA DOMESTICA DWARF NANDINA MULCH ENTIRE BEDS "COMPACTA" 5' O.C. 24" #3 2 ox c mate) la i s to not e stoi e within 100 feet of the drlpl)ne of trees to be saved, t:.,,, a .. : ,,.. , . T -.. ., .,�.._ _, ... .... . __..__..: EXISTING SHRUBS . - " -- • -' - "- •- '•••�• _ {J I�, 111 LnIJ, IIYl7 VIV'Vli�^ 1`{V I i V Gl�l/GG(/ FIVE DEGREE5 FROM PLUMB. ❑ Frees to be retained within 40 feet of proposed building or grading activity shall be protected by fencing. - - -- REMOVE 5TAPLES, PCS INE ANpp TOP I/3 OF AP WRAPp. �p MPLETPLY R-0 Gf AINER FRRJM GONTAIf ! ED PLANTS. Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. ALL P-A T5 T 5T ED 5o T�{ T ToP of B Ig FL 5 i SM�ALLBE GOMPI ETE�Y GREMOD ON BIODEGRADABLE MATE Ir 9. 'free Wells: 51 A E KEY QTY. BOTANICAL NAME COMMON NAME SPACING CALIPER HEIGHT ROOT DTL. CANOPY TOTAL REMARKS AB 1 BUXUS SEMPERVIRENS AMERICAN BOXWOOD 1- z 0 0 VL 70 VARIEGAGA RE -MULCH ENTIRE BEDS IS 1 -GAL. POT u Z I U U MULCH ENTIRE BEDS 8' 6 P I R AT M "HEAVY METAL" BW 12 BUXUS SEMPERVIRENS VAR. ENGLISH BOXWOOD "HEAVY METAL" SWITCH GRASS AS SHOWN O 1 -GAL. .POT RE -MULCH ENTIRE BEDS MULCH ENTIRE BEDS SUFFRUTICOSA U U 2 -4' W L Y R 01 SHREDDED HARDWOOD MULCH, t11A ❑ When the ground level imust be raised within the drihline of a tree to be saved. a tree well shall be provided and a const-uction detail - -- EARTH MOUNDED AT EDGE TO FORM A SHALLOW SAUCER. PROPOSED ORNIMENTAL GRASSES stibnlitted for approval, -- EXI9TINCxGRADE 10. Tree Walls: I ►I III_ =;1 - III 11.1 :: PREPARED MPAGTED TOPSOIL t��3AGKFI L h�1ANVAAT%Y I " AROUND SIDES, d1A ® When the ground level nnist be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail �- _III:`_ I III. : : =III OPTIONAL 6' AT POT OF PLANTS. IF AGKFILL 15 PiOr 1125EP UNDER N ._TOM I Y A submUted for approval. I ( -;LI); I IIIIIIIII I PLA R SET PL T H ?HER IN THE HOLE THAN oRI61NALL GROWN NO ALLOW 1 OR PL NT /SOIL SETTLEMENT, Source: Va. DSWC Plate 3.38 -2 11, 'Trenching and Tunnelin�Ly: 11,1,;111: d1fl ❑ When trenching is required within the limits of clearing it shall be done as f � _ NOTES: ALIGN STEEDS HOLLY'S WITH SCREEN WALL INTERMEDIATE COLUMNS AND FLANK MASONRY CORNER COLUMNS. q b. faraway ay fi om the. trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will d �Y�R6t���N TRrZE5 SHRUBS 6R®UN1 00\/r= 9 p b destroy feeder roots. r ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT: 111-401 - -- .__ _ ._....-_-._._ _......__ _ .__ _._ _ _._. _ _ _ _..._- . _.._ _. -__.__ ......_ - .. __-_ _ THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT 12. CI ann j N•T°v. THE OVERALL HEALTH I OF THE PLANT, t!�! Protective fencing shall be the last items removed during the final cleanup. 13, DDanta�Led' frees: L Damaged trees Shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. 1992 3.3$ NOTE: IT IS TtlE DEVELOPER'S RESPONSIBILITY TO CONFER NVITII THE CONTRACTOR ON'TREE. CONSERVATION 8. Fencing and Armoring. (Plate 3.38 -2): Any device may be used which will effectively RE(1CfIREiV[ENTS. protect the roots, trunk and tops of trees retained on the site. However, trees to be retained within 40 feet of a proposed building or excavation shall be protected by fencing._ Personnel must be instructed to honor protective devices, The devices I°' ' f (���,_� d.v��o described are suggested only, and are not intended to exclude the use of other ; devices which will protect the trees to be retained. OWNER S GN V L (DATE) a. Snow Fence - Standard 40 -inch high snow fence shall be placed at the limits of clearing on standard steel posts set 6 feet apart. t - ` -� C -, . %, Q r CONTRACT P(.'RC.II'.1SER SIGNATURE (DATE) b. Board Fence -Board fencing consisting of 4 -inch square posts set securely in 5/1/06 Page i of 1 the ground and protruding at least 4 feet above the round shall be laced at ...... _ e limits of clearing with a minimum of two horizontal boards between posts. �C/� ��/� / ®� � ��� ®/ If it is not practical to erect a fence at the drip line, construct a triangular �-�►/� � �/ L fence nearer the trunk. The limits of clearing will still be Located at the drip ROUTE 29 NORTH - VAR. WIDTH R/W line, since the root zone within the drip line will still require protection. ASH (2) C. Cord Fence - Posts with a minimum size of 2 inches square or 2 inches in .:.,....:.: diameter set securely in the ground and protruding at least 4 feet above the _ grounds al be placed at the limits of clearing with two rows of cord 1/4 -inch GC (3) GC (3) ,� \ PO . :..::.::.. or thicker at least 2 feet apart .running between posts with strips of colored � NO (3) ASH #SH \\ )'SH i GR (3) surveyor's flagging tied securely to the string at intervals no greater than 3 GC (2) )FSH \ NO (10) VL (70) feet. G PO, \\ \ \ -- ;EX. 12 "VP ;PW (4) C PO (3) d. Plastic Fencing - 40 -inch high "international orange" plastic (polyethylene) webH \ \\ \`�. \ \ BH (3) fencing secured to conventional metal "T' or "U" posts driven to a minimum GC 3 _.._._. P O \, \� \ \ \ /GC �� EX.10 "DW ANNUALS EX.10 "DW - - - -EX. F.H. EX.B "DWG. depth of 18 inches on 6 -foot minimum centers shall be installed at the limits PO -\#SH ,.� �, \, y \ ANNUALS ; - EX .FLAGPOLE of clearing. The fence should have the following minimum physical qualities: ` \ \ \ Tensile yield: Average 2,000 Ibs. per 4 -foot width (ASTM D638) GC o \ Ultimate GC (3) SH tensile yield: Average 2,9001bs. per 4 -foot width(ASTM D638) _ _ _ \ `EX.BW EX.BW/ Elongation \, \......\`�\ \., o• at break ( %): Greater than 1000% (ASTM D638) ��, e -' EX. F . H . SH \\ \, \. EX. i V / GC (3) \ \ ND (6) i PW (4) 1 I I \ GR (3) ND (6) EX. SIGN BH (3) BH (3) BH (3) BH (3) Chemical \ \ \ � \� .` \ \p + GR (3) � �\ ' (60 SF) SEX. BW EX. BW EX. BW \ resistance: Inert to most chemicals and acids ) ' SH . \ \. \ D ( () 0 \ \. \, i \\ Y� r r ,n` ^r1� / GR (3 N (3) ND 5) NO 3 GC r r ,� w� �.. EX . 1 ' VP (3) \ �. � r \ � x X ( ,_. a �_X�- t._�` e. Earth Berms Temporary earth berms shall be constructed according to + specifications for a TEMPORARY DIVERSION DIKE (Std. & Spec. 3.9) \ X "_ _ EXISTING EX.20' ASCA with the base of the berm on the tree side located along he limits of clearing. \ \. TP--i) EXISTING PARKING AREA g g GC (3) \., \ �. \. U + J ' - /' PARKING AREA X SEWER EASEMENT DO 950 PG 127 Earth berms may not be used for this purpose if their presence will conflict (APPROX . LOC.) with drainage patterns. EX.5' lIi -400 SIDEWALK EX.20' WATERLINE," EASEMENT SH�.� DO 1505. L00561 '-. X ( ) KEY QTY. BOTANICAL NAME COMMON NAME SPACING CALIPER HEIGHT ROOT DTL. CANOPY TOTAL REMARKS r�- c LIRIOPE MUSCARI 12" rn u) rn 1- z 0 0 VL 70 VARIEGAGA VERIGATED LIRIOPE 2 ROWS IS 1 -GAL. POT u Z I U U MULCH ENTIRE BEDS SG 6 P I R AT M "HEAVY METAL" 0 h H W "HEAVY METAL" SWITCH GRASS AS SHOWN O 1 -GAL. .POT O MULCH ENTIRE BEDS ANNUALS EX. AB NO (3) -- -EXIST. WATER METER, ;'. DOC, BFP G SIAMESE �_ -- SG (3) I I e; I EX. i E/P h uva.,a...,... w..,..,.,...ua..........on �w..,......,.u..,....v. � _— __ _... �(v —. ..+....�..`w...:vy. �_r�� i I EX.12 "VP EX.12 "VP EX.12 "VP GRAPHIC SCALE V-30' 1 ! .1 '1 z LU i O U) n.i r�- c � rn u) rn 1- z 0 0 r., N 0 C IS u Z I U U G� Z u) Z 0 0 h H W O O O U U U1 W W 0 a EL O 5625 LABURNUM AVENUE RICHMOND, VIRGINIA 23231 o PHONE: 804 -236 -0190 0 FAX: 804 -236 -0194 PO BOX 515 WICOMICO CHURCH 22579 PHONE: 804 -580 -2227 FAX. 804- 580 -3334 z O 1- a.. t]C (, to U U U 0 h H FF--- O O O U U L) W a EL O W �' o o 0 1-t CJ7UQ' u CU LLJ L.r z `" w m 11 —n I /dll _ c I c SCREEN NALL ELEVATION MATERIAL NO`T"E5. SCALE, 3/4" = 1' -0" 451 -011 1) METAL WALL PANEL SHALL BE MBCI 26 GA 7.2 PANEL, COLOR, SIGNATURE 200 SERIES DESERT SAND. 221-611 22' -611 2) ALL TRIM SHALL BE 24 GA METAL, COLOR= DESERT SAND. OUTSIDE CORNER COLUMN- a REFERENCE DETAIL I, BASE 3) COLUMNS SHALL BE PRIMED 4 PAINTED WITFa ALKYD PAINT. ' �o:' __,.: DETAIL I AND SECTION I 4) SPLITFACE BLOCK SHALL BE MARTINSVILLE CONCRETE PRODUCTS, INC., COLOR, 2014. OUTSIDE CORNER COLUMN- REFERENCE DETAIL 1 0 J ,10 SIMALAR, BASE DETAIL I p AND SECTION I N a 0 �0 rY O SLIDING o oa GATE N O INSIDE CORNER COLUMN- ! REFERENCE DETAIL 3, 4c� BASE DETAIL; 3 AND — a � O.0 SECTION 2 rL N " 20' -011 201 -0 INTERMEDIATE COLUMN - „0 REFERENCE DETAIL 2, w �0 BASE DETAIL '2 AND OUTSIDE CORNER COL. - — SECTION 2 vi REFERENCE DETAIL I, BASE DETAIL 1 AND O,Oa SECTION SLIDING GATE RAIL COL. - REFERENCE BASE DETAIL 2 AND SECTION 2, OMIT SIDING (2 TYP) INTERMEDIATE COLUMN- REFERENCE DETAIL 2, BASE DETAIL 2 AND SECTION 2 OUTSIDE CORNER COLUMN- PLAN VIEN REFERENCE DETAIL 1 SIMALAR, E- BASE DETAIL I AND SECTION_ I 5CALE, I" =c 20' 2' D" 2' — 0" 8" SPLITFACE CMIU 8" SPLITFACE GMU BACKER ROD It SEALANT #4 VERTICLE RODS @ #4 VERTICLE RODS @ 100C - FULL HEIGHT, I6 "OC - FULL HEIGHT, 24 GA MTL J CHANNEL FILL ALL CORES W/ FILL ALL GORES 1W/ 26 GA CORRUGATED LONG. CONC. METAL WALL PANEL dd Lj - C_ 1 a- 0 I N 0 1 N 0 1 N 1 N -- 24 GA COLUMN TRIM — I C) N Li �y BACKER ROD 4 SEALANT 26 GA CORRUGATED _ 'i - -- -- - METAL WALL PANEL 24 GA MTL J CHANNEL 4 W8X15 WBX15 0. 26 GA CORRUGATED " " 8" x 14 GA S" x 14 GA METAL WIALL PANEL GALVANIZED ' r GIRT GALVANIZED CLIP ANGLE GIRT 3" x 3" x 11411 x 6" CLIP ANGLE WELD TO COLUMN BACKER ROD 3" x 3" x 114" x 6" 2 1/2" di BOLTS WELD TO COLUMN. TO GIRT 4 SEALANT 2 - 1/2"0 BOLTS 24 GA MTL J CHANNEL 8" x 14 GA TO GIRT 8" x h! GA - r- - -'--- GALVANIZED GALVANIZED '�--- - 26 GA CORRUGATED GIRT ...:..GIRT METAL WALL PANEL DETA!L DETA I L. SCALE, I" - I' -0" SCALE= I" - 1' -0' SIMILAR 24 GA METAL J TRIM 24 GA METAL CAP FLASHING - SET IN FULL BED OF CAULK 8" x 14 GA GALVANIZED GIRT (BEYOND) 26 GA CORRUGATED METAL WALL PANEL 8" SPLITFACE CMU- FILL ALL CORES W/ CONCRETE 24 GA COLUMN TRIM CENTERLINE OF W12XI4 INTERMEDIATE COLUMN (BEYOND) #4 x W -O" RODS - LAP I' -4" MIN 8" x 14 GA GALVANIZED GIRT (BEYOND) #4 RODS @ EA CORNER 8" x 14 GA GALVANIZED GIRT (BEYOND) 41-0" 11 -011 24GA METAL GRADE BASE FLASHING 31 -011 x 31 -011 x I' -6" CONC CAP W/ 4 #4 EN T4B 8 #4 24 "0 CONC FOOTING #3 TIES @ 18" r�bnl^t 44-1f hlVlTt -I.- 3" x 3" x 114" x 6" WELD TO COLUMN, 2 - 1/2"(P BOLTS TO GIRT D ETA I L SCALE= I" 1' -0" 6" MIN 811 x 14 GA v- CLIP ANGLE GALVANIZED t W12X14 3" x 3" x 114" x 6" GIRT WELD TO COLUM, 2 - 1/2"(P BOLTS DETAILTO GIRT SCALE, I" - I' -0" __(2) 26 GA CORRUGATED METAL WALL PANEL (DESERT SAND) 24 GA COLUMN TRIM (DESERT SAND) 26 GA CORRUGATED METAL WALL PANEL (DESERT SAND) 8 "x 14 GA GALVANIZED GIRT 4 - 3/4 "0 x 2' -3" - ANGINOR BOLTS 8" x I' -611 x 3/4" PL W8X15 3' -011 x 31 -011 x 11 -611 — CONC CAP W/ 4 #4 EW T4B 24"0 x W -0" DEEP GONG FOOTING W/ 8 #4 RODS 4 #3 TIES @ 1'-6" 811 x 14 GA GALVANIZED a . INTERSECTING GIRT ° SIDING NOT SHOWN 1 1 v BLOCK COLUMN (BEYOND) CLIP ANGLE 3" x 3" x 114" x 6" WELD TO COLUMN 2 - 1/2"(P BOLTS TO GIRT (TYP) II () INTERSECTING GIRT GALVANIZED W8 x 15 COLUMN 8" x 14 GA GALVANIZED INTERSECTING GIRT ° ( T BASE PLATE 811 x I' -6" x 314" 44. W/ 4 - 314"0 x 27" ANCHOR BOLTS 1. ° e ° d ° 4 1 a _ °d e — a ° e, n ° d d 4 ° a ° d d a 14, a 4 b ° . 4 ° d d' s e' 4 C e ,4 a a ° 2' -O"0 SECTION SCALE, 3/4" m 1' -0" 8" 1 1/2" _ 5" _1 1/2" 0 1 0 0 _1 4 -314 ANCHOR 8" x 1' -1 W 12X14 % 24"0 x I CONC FOOTING W/ 8 #4 RODS 4 #3 TIES @ 1' -6" _ RAC i= Dt=i-A I nADt: D /AI L SCALE, I" - I' -O" DO NOT SCALE DRAWING .OK DI N5 21 -0 "m SECTION SCALE, 3/4" - I' -O" __(2) All SCALE, In s V -0" 0 NN W UpQ N Z �nn to Q pie z I LUMINAIRE SCHEDULE z n bol A Mau Min MewIn Avg/Min � v9 Baugh Auto Body Symbol Label Oty Cetala0 Number Dssaiptim Lamp Flis Lumens LLF Waft MH OdentrMon 1.16 le AS2 400M ARCHITECTURAL ARM- ONE 400 WATT CLEAR Z 1 A 894.3 891.8 A 1 SR43C TB SCWA MOUNTED CUTOFF ED28 PULSE START AS�_400It_SR 38000 1.00 456 0.0 2 C2 898.0 SPA DDB on 1r LUMINAIRE WITH SR4SC METAL HALIDE IN LS 0.0 ky �r >- steel pole w/ 3' REFLECTOR. MEETS HORIZONTAL POSITION 20.0 20.0 -81.6 0.0 pedestal bees W THE WIGHTTIME OA 4 C2 857.8 756.5 20.0 20.0 mountng heW FRIENDLY' CRITERIA a U 0 5 D 760.5 799.8 Litlwnle A82 400M ARCHITECTURAL ARM- ONE 400 WATT CLEAR 0.0 761.7 799.1 C 2 SR4W TB SCWA MOUNTED CUTOFF ED28 PULSE START �4001M 38000 1.00 458 " a. SPA DDB on 1r LUMINAIRE WITH SR4W METAL HALIDE IN ULSF 20.0 20.0 216.2 steal pole w/ 3' REFLECTOR. MEETS HORIZONTAL POSITION STA PO BOX 515 ti WICOMICO CHURCH 22579 pods" bass -W THE WIGHTTIME Lni FAX: 804 -580 -3334 mounting howl FRIENDLY CRITERIA c z Llowls (twin a ARCHITECTURAL ARM» ONE 400 WATT CLEAR C2 3 180) A82 400M MOUNTED CUTOFF ED28 PULSE START ASR 400M SR 38000 1.00 912 SR4W T8 SCWA LUMINAIRE WITH SR4W METAL HALIDE IN 4W_(PULSF,- SPA DDB on it REFLECTOR MEETS HORIZONTAL POSITION START).les steel pole w/ 3' THE WIGHTTIME pedestal base-20' FRIENDLY CRITERIA mounting heft Ullwonle A82 400M ARCHITECTURAL ARM- ONE 400 WATT CLEAR 8 D 1 SR3 TB SCWA MOUNTED CUTOFF ED28 PULSE START AS4001M_SR 38000 1.00 458 SPA DD8 HS on LUMINAIRE WITH SR3 METAL HALIDE IN 3 HS (PULSE 1 r steel pole wi 3' REFLECTOR, BLACK HORIZONTAL POSITION 8TART).les padeetei bass -20' INTERNAL HOUSE SIDE mounting heW SHIELD. MEETS THE 'NIGHTTIME FRIENDLY' CRITERIA LUIMINAIRE LOCATIONS z n bol A Mau Min MewIn Avg/Min � v9 Baugh Auto Body .1. 3.1 m 19.9% 0.0 fc N/A N / A Property Line + 0.1 fc 0.5 fc 0.0 fc NIA NIA U1 4- No. Label x Location Y Z MH OdentrMon Tilt x Alm Y Z 1 A 894.3 891.8 20.0 20.0 210.6 0.0 983.6 890.8 0.0 2 C2 898.0 843.8 20.0 20.0 122.5 0.0 ky �r >- o N 3 C 870.3 MA 20.0 20.0 -81.6 0.0 869.1 898.7 OA 4 C2 857.8 756.5 20.0 20.0 2123 OA a U 0 5 D 760.5 799.8 20.0 20.0 118.3 0.0 761.7 799.1 0.0 8 C2 894.0 810.5 20.0 20.0 122.5 0.0 a. Z CD Q 7 C 661.8 557.5 20.0 20.0 216.2 0.0 881.0 SWA OA STATISTICS z n bol A Mau Min MewIn Avg/Min � v9 Baugh Auto Body .1. 3.1 m 19.9% 0.0 fc N/A N / A Property Line + 0.1 fc 0.5 fc 0.0 fc NIA NIA Plan V6csw SCOW I"= 30' 24 "0 x 9' -0" CONC. BA' WITH (8) #4 VERTICAL & #3 TIES ® 12 REFER TO LIGHT POLE DRAWINGS FOR SIZE AND LOCATION OF ANCHOR BOLTS. ANCHOR BOLTS SHALL BE 24" IN LENGTH. 34 "f x15 GROUNDING ROD WITH CLAMP LIGHT BASE DETAIL vDUIT NOTE EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP T HAT EMI"TS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAI, AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE -HALF FOOTCANDLE. Wof z LU Q RI 0 C.a w U1 4- vC qi � Q 0 fl <1 U CL CL F-A 7 Lh 0 z w !-i (1) fiJ 0 � W 0 T.{ (X r +Jy �v ® ) � U) z hd a 0 0 ILI U LL) a CIO W H F- ky �r >- o N ¢ wz Imo- z z W 1-- Wcn o Q cc Q iii " v CD CL o 0 0 0 a U 0 LU o 0 W ac a z� a w 3: w Y ®r w U o � M a a. Z CD Q 5625 LABURNUM AVENUE W RICHMOND, VIRGINIA 23231 0 PHONE: 804 -236 -0190 0 H FAX: 804 -236 -0194 ® PO BOX 515 ti WICOMICO CHURCH 22579 F­4 PHONE: 804 -580 -2227 Lni FAX: 804 -580 -3334 z h rr O Q 0 C.a w C7 H ~ Z vC Z Asir cc H ® V CL CL F-A z w z z w z z w 61 � W o H H H o C.) U7 a 0 0 a 0 U LL) a CIO W H F- H >- o N ¢ wz Imo- z z z 1-- Wcn o Q cc Q iii " v CD CL o 0 0 0 a U 0 U o 0 cc ac a z� a w 3: w w w U o � M a a. Z CD Q W � I"_ 0 0 0 H 4 c J ® Ln � ti ti F­4 Lni c z h rr O Q LU C.a w C7 H ~ Z vC Z Asir cc H ® V �'- 0 r cC o 61 W o d H H H o x y 02 J U o a CIO W H F- ,g V o N ¢ wz > rn =: 1-- Wcn o Q cc Q iii " v CD CL o F- a w '^ a ¢ o 0 � z z� a w 3: i= m a W > M U o � ca cf) 0, J ac a CD Q W U tA L IMOA 61A L A 7A (M VA 0 FEATURES & SPECIFiCATIONS Catalog Numher AS2 400M SR4SC TB SPA SCWA LPI Notes Type Baugh Auto Body 11 A INTENDED USE Streets, waikNays, parking lots and surrounding areas. CONSTRUCTION hugged, die: cast, single lice P aluminum housing with J. nominal 'rr.,iLthirkness of 1(i3" Die-cast door frame has impact - resistant, .,.J E K tempered, glass tens (3/16" thick). Door frame is fully gasketed with one- piece tubular silicone. US. Patent. No. D447,590. Canada Patent No. 94324: Architectural Area & Roadway Luminaires FINISH -- 5tandatrd finish is dark bronze of ester powder finish. Additional P Y architectural colors are available( see www.lithonia,comlarchrolors, OPTICAL SYSTEM EM Anodized s9 'c'ted reflectors for superior uniformity i I i -i s fasteners id r rotatable and A !"i 2 and control. Reflectors attach with too o s fast r a s at are b Interchangeable, Five full cutoff distributions available: Type It (roadway), Type lit (asymmetric), Type' IV (forward throw), Type IV (wide, forward throw) and Type V (symmetric square,), ELECTRICAL SYSTEM -- Ballast: Constant wattage autotransformer. Metal METAL HALIDE: 175W -40OW Halide: Super CWA (Pulse start milast), 88% efficient and EISA legislation HIGH PRESSURE SODIUM: 20OW -40OW compliant, is required for 175.40)W (SCWA option) for U5 shipments only, , 10 to 35 Mounting CSA; NOM or INTL required for probe start shipments outside of .he US. . 1 00/ "� Pulse-start ballast SCWA rc uircd for 20UW 3209 or 3509. Ballast Is 5 eclfc� ios f delta Y tc �tu1 Al ballasts are mounted on a removable power tail Y with T tau C less latch and have positive lack in g disconnect plug. EPA: 1,2 ftz H Socket Porcelain, t rr rzara i I y otntei mo ul base socket w i th c o PP Fr Length: 28,8 ( 72.6 ) . "`- ) alloy, nickel plated ~crew ,>hr,fi and c.i.ntur contact:. -� Width: 1 r,i (43;4) � INSTALLATION -- Integral arm for pole or wall mounting. Optional Depth; 83 (21,0) moulitirrgs available, . 'Weight: 40Ibs ( 18.2 k ) LI S TIN G'-- L Listed {st .n d a r ) , GSA Certified (see Opt ions ). Ul. listed fa r 2 'C Weight as tbntiqured in example below. ambient and wet locations, 1P65 Rated. E' Spet,iNcations subject to sFiant e without notice. All 0irrensiom; are inches (condnieters) unless othr:rwise Specified. N�JI . ORDERING INFORMATION For shortest lead times, configure product using standard options (shown in bold). Example: AS2 250M SR3 TB SCWA SPA LPI 400M SR4SC 'CB SPA SCWA LPI erfc.•� , r VV a tt,. 3 ila -, Options 5�lw l� 1 ate Mounting Tf I ri sh i .t m P - AS2 Frini n- A(r 1zn SPA Square pole blank Ma netic Std s!1 etI in ffxu,rr blank Dark LPI Lam M 9 p ( ) g tiR Mall. (blank) P 11 i4r, ' mounting ballast r ry 2 bronze in- 5 zgsi 9 SF stt,gto.t,,r;1,.n; zr7.347v 1 z - cluded 2rxtvL- s RPA Round .pole (.wt Cunst:utt bBL Black P i3' DnuUle fa ra 2 8 ldt d80V 240 s tl , ), - mounting wattage LP Less ` 250M mo t 9 receptacle Chairc a 7 PER NCMA twtsk� lock tece Carle � 0 I 27 P I,t L1L,d lamp p bt bracket u gray ,f#1 Wail b aC et or P ,+ r 9 Y only to hotocontrui / i P ) 350Mz,4.)s 347 downy fie 9 ( ' CC inien7tiwy circuit" DMB Medium 400MIA 4804 ASI(MA2 Mast arm adapter bronze' AS2 Metal Halide, High Pressure Sodium Area Lighting Coefficient of Utilization initial Footcandles AS2 400M SR3 TEST N0, LTL 10099P AS2 400M SR4SC TEST NO, LTL 10100P AS2 400S SR3 TEST NO: LTLI0104 ISOILLUMINANCE PLOT (Footcandte) ISOILLUMINANCE PLOT (Footcandto) ? r g R'i tiouseside shield (SR2. SR3: alulml- 2WS only "I s, SNW) z 2505 DCAS214 Decolative curved NOTE: ror shipments to 9 r1 t 0 O $ rro arnl, round pole oulyrr` 11,S tef itot ies, SCWA NOM NOM Let tified a Disu wtion bBC,Ht1tMf.� FRIthlritY t b specified to mpu mtplywdhtilSA- iNTt Avniht le for MH probe slat resstanre n cop , :: NOTES; 15 ft 5,4 shipping outside kht, U,S. A c GI Uoi xry. - ra r ,_• 4 ': r =�- l Photometric data ter other distributions can be accessed at www.fithoni: +team; 30 ft. - 1:36 cot g F ® 2 For niecirical characteristics consult technical data tab, t) 1"4 r 6 3 Tested to current iF-SNA and NF'MA standards under stabili7.ed laboratory Outdoor One Lithonia way, Conyers, GA 311012! i2 _ conditions; 'Various operating tit tor, can cause differerice)s between lahoratoc'y Existing Mounting Haight; - Outdoor and actual field measurements,., (Anctisions and .!-,pecifications are based nit. the 4 6 d 0 1 :3 ". 4 $. it -- 4ttOW Imnp, rate) aQtxxl 40Uw ruxo ;WO'; till na145n H)n + {r, ,. "u!1 .NwOU 40rr4v fml". 0lll iffPl ai nolt0e u'r," atm M""Ki0 Mmite". r- IjgiiAtMrA "odfih+9 t"4A all 2d" _ - I.Me 6-Fvof 301- ,Ouljs L ncd Cn 20, IUn:w„s dC Min v:,.nr.i t1,...'d xi 2.0, tiro> lPlif't) hN 13M,' - ntnUniytrt tteiyt,t mG4fxtnU I,i.ftirlt. ri,nsd, ,3t On' r,va It. m mi-, Fui ovoo Cnitniln Tree Ill, tdpW, Fult r.vcfl .l ,1 t 4i on' m:aS4 NJ t rYI -a IV /e .l :ICwt' Fi >F r ,u n% CD AS2 400M SR4W TEST NO, LTL 10101 P AS2 400M SRSS TEST NO. LTL 10102P / �Z VQ W AS2 4005 SR4SC rEsr No: t:TUbtOs ISOILLUMINANCE PLOT (Footcandte) ISOILLUMINANCE PLOT (Footcandte) H U) G7 CCU `.. \ a \ CM Lij t W Im U r }z Z r (V U il� 6 s ° AY w o iN t� ... T.5 •1. Z w r., a a _ i YS r 2 a � m wt u a 4 5 4NU4Y p.ete•r start q�elai' ➢ullUO hiNp, ratx•U'iCC10 =5ni^: r ;c Ru't mltaf rwikln,dniF. rareil 1EVAI- - ROW limp, N ta,1 i e,a.F,xstr in :qunnbnsaA re i r!I1n ,371 S 1, .5„'rfi � t K > Y>F N � � I n,a, tto 1�t,bizit, n .M l � I tUUn:ih V fa..s nr.,4uon ryJ*,V.!h"rt.rni 4.ot+a i ryo, iv . dart Jt;c+tl, For clew 1 t' f rRS u , TBa - �-'-�� tX;AS2 Decorative Curved tiC:wA SupercwA On* Guaira rw triko system" DNA Natural =�`1h 't 23350N7- arrn, square pole pulse start R'i tiouseside shield (SR2. SR3: alulml- 2WS only "I b'ollast SNW) nutat 2505 DCAS214 Decolative curved NOTE: ror shipments to CSA CSACortificd DWH Wittite 4005 _ arnl, round pole oulyrr` 11,S tef itot ies, SCWA NOM NOM Let tified CR Corrosion Disu wtion bBC,Ht1tMf.� FRIthlritY t b specified to mpu mtplywdhtilSA- iNTt Avniht le for MH probe slat resstanre n cop , :: NOTES; 15 ft 5,4 shipping outside kht, U,S. A c GI Uoi xry. - ra r ,_• 4 ': r =�- vLl Sogmenteritype if roadway - SR3 Segmented type Ill asymmetric SR4SC Segmented type (V forward throw, sharp cutoff SR4W Segmented type IV wide, forward throw SRSS Segmen(ed type V squill'O NortS 1 Lownr wauayes ,available. Consult factory, 2 Must be ordered with SCWA; 3 Must use reducetl )ao%et lamp, ' 4 Not available with SCWA, M r�.t ; =ertl= r for r I 1 r Cby u.,ein Canada, 0 Optional mulirtap ballast (I10, 'L0k 746, 277V) tl20, 277, 347v in Canada). REW 1 Caldornia Title 20 effective BAUGH AUTO BODY II - Accessories: aeon' Mmrnung frprrtrr most currant data rmd are subject ,o Chnn e. 9 1r1r?u ui 10 Shipped sep.+ratnly. Order as stipaoie catalog number Must he u••r;d with round pole mounting (RPA)- Nominal Height: 17' Base Diameter: 4.0" Gauge: 11 11 h4aximum allowance watt ge lamp irictudud, vor Galvanizing Number of fixtures PET NEMAItriisalockl'31: IRA 200, K813 12 May be order d a_ in iiccavory, Torten 0.0, 240V) Pt.3 NfMA twist- lock PE(3M17V) BLK Black Mounting Height Correction Factor PE4 NEMA twint -lock PE (48OV) AST20.19U AST20- 280 AST20.2g0 A'ir20 320 A'ifZU -390 A.';f20.190 Black (Multiply the fr, level by the correction factor) PE7 NEMA twist lock PF (277V) bBC,Ht1tMf.� FRIthlritY , "25.390 101t, = 12,25 VG Vandal guard n cop , :: NOTES; 15 ft 5,4 SC Shnrtin A c GI Uoi xry. - ra r ,_• 4 ': r =�- l Photometric data ter other distributions can be accessed at www.fithoni: +team; 30 ft. - 1:36 cot g F ® 2 For niecirical characteristics consult technical data tab, - 40ft 0.77 A%VG Vandal t wind ] 3 Tested to current iF-SNA and NF'MA standards under stabili7.ed laboratory Outdoor One Lithonia way, Conyers, GA 311012! (lbs.) 138 _ conditions; 'Various operating tit tor, can cause differerice)s between lahoratoc'y Existing Mounting Haight; - Outdoor and actual field measurements,., (Anctisions and .!-,pecifications are based nit. the New Mounting HPi ht x s Correction Factor ,rmsu a<, cry- Of av n a ) t. , rn<lye. 9 Mounted m icr):up onrntrNinn, fixture, i5 damp location listed. BAUGH AUTO BODY II - Accessories: aeon' Mmrnung frprrtrr most currant data rmd are subject ,o Chnn e. 9 g 10 Shipped sep.+ratnly. Order as stipaoie catalog number Must he u••r;d with round pole mounting (RPA)- Nominal Height: 17' Base Diameter: 4.0" Gauge: 11 11 h4aximum allowance watt ge lamp irictudud, vor Galvanizing Number of fixtures Bronze G Galvanized K813 12 May be order d a_ in iiccavory, Torten 0.0, One Twe.0080' Twoci'90' Three;•r120 rhrepo-,90° Four0190' BLK Black 13 Additional arcldtvctorll t;ofors available, feir www.fithonirr,cumt 2 -3r8" AST20.19U AST20- 280 AST20.2g0 A'ir20 320 A'ifZU -390 A.';f20.190 Black Type Height Pole Shaft , "25.390 Handhole Size Anchor Bolt (in.) x (in.) x td Mull ht, plxat +ad. 2.7/8' AST25 -IM AST25 -230 AST25.290 AST25 -320 AST AS1'25,4)itl jg �/i Lithonia Lighting 15 these watrage,, 'du not comply wit Culiformr, Title 20 regulahoas, 4` AST35 -1Et, AST35.280 AST.3ri�200 AS'f35 -MY) AST3'1- -390 AST35.490 ® (in.) -10 1he5e :W rtiage's rrzgnfro the RE100 option to bo chosen for shipments into California for lide'20 comeliitoue, 251M REr-,Ci in not available in 347 or 4UOv,. A%VG Vandal t wind ] An'r-Mcufttliands Company Outdoor One Lithonia way, Conyers, GA 311012! (lbs.) 138 A 1.7 4.0x17.0 Phone: 170- 922- 9000fax:770 -918 1209 Outdoor 0.75x17x3 Sheet #: AS24M -S AL-130 Sheet #: AS2 -M -S k ?002„ -2010 Acuity Brands Lighting, Inc, All right fwfirved, Rev. 5 /10 /10 - www.t;thonia.corn 8.7 5 YEAR SSP17- 4.0 -11- BRZ -DM 10 -BC ip YEAR WARRAN TY W I Square Non-Tapered Page i of 1 Pole Shaft The pole shaft is one piece construction, being fabricated from a weldable grade carbon steel structural I f material snail conform to 1 .196 ,The pole shaft mate a t which has a uniform watt thickness of 1 gauge 0 1 tubing c a t f 9 9 f } p 9 ASTM A - 500 Grad C vrth a minimum yield strength o f 0 , 000 psi, The polio s haft has a full length longitudinal resistance weld and is uniformly square in cross - section with flat sides, small corner radii and excellent torsional properties. Base Plate The anchor base is fabricated from a structural quality hot rolled carbon steel plate that meets or exceeds a minimum yield strength of 36,000 psi. The anchor base telescopes the pole shaft and Is circumferentially welded top and bottom. All welds are performed in accordance with the American. Welding Society specification AWS D1.1, latest edition. Solt Circle: 8,00" Sq. Dim.: 8.00" Thickness: 0.75" Conduit Opening: 3.50" Consult KW representative for non - standard dimensions. Anchor Bolts Anchor bolts are fabricated from commercial quality hot roiled carbon steel bar that meets or exceeds a minimum yield strength of 55,000 psi, Four properly sized anchor bolts, each with two regular hex nuts and washers, are furnished and shipped with all poles unless otherwise specified. Anchor bolts shall have the threaded end galvanized a minimum of 8 inches in accordance with ASTM A °153. Fully galvanized anchor bolts are available upon request, Handhole An oval reinforced gasketed handhoie, having a nominal 3 11 x 5 " inside opening, located It - 6" above base, is standard on all poles. A grounding provision is located inside the handhoie ring. Finish Standard - The exterior surface is cleaned with an alkaline rinse to remove surface contaminants and r shot blasted to specifications as published by the Steel Structures Painting Council Standards S SPC -SP10 near white), The exterior surface is chemically pretreated d with an iron phosphate conversion coating then with ambient fresh water containing special surfactants and sealers forming a dry tight micro - crystalline coating. A polyester thermosetting powder coating applied to the surface of the substrate to a minimum of 3 mils is standard on all color finishes. The internal surface including the powder coated area at the base-end is coated with *AM., a thermoplastic hydrocarbon resin system specially formulated for r in shall contain n 1 . The internal coat urfac t thickness of 3 ,f s application over untreated steels es to 9 PP r 5T special corrosion Inhibitors and is capable of passing 1000 hours of salt spray exposure (ASTM 8 -117 } . Email This Page Choose Different Pole Type Main Menu littp: / /www.kwitidtisti-iCS .CON /SLibmitSliect2.asp 10/18/2010 ��NI�NI~S BAUGH AUTO BODY II LU Te non Mount M Series:SSP - Square Non - Tapered Steel Poles StandarA Galva nized Nominal Height: 17' Base Diameter: 4.0" Gauge: 11 KKK AD vor Galvanizing Finish: BRZ - Standard -Bronze Bronze G Galvanized K813 Bronze Mounting Designation: DM 10 Drilled for 1 Luminalre BLK Black Options: BC - Base Cover Black KZ21 Black Type Height Pole Shaft Gauge Handhole Size Anchor Bolt (in.) x (in.) x soft Circe Bo MPH 90 MPH too MPH Ship WT. Green (ft.) (in.) x (in.) x (ft.) K881 (in.) (in.) (in.) (ft.) (ft.) (ft.) (lbs.) 138 A 1.7 4.0x17.0 11 3 x 5 0.75x17x3 8 15.2 11,5 8.7 5 YEAR SSP17- 4.0 -11- BRZ -DM 10 -BC ip YEAR WARRAN TY W Email This Page Choose Different Pole Type Main Menu littp: / /www.kwitidtisti-iCS .CON /SLibmitSliect2.asp 10/18/2010 ��NI�NI~S z LU Te non Mount M p I StandarA Galva nized DM10 Drilled for- 1. Lurninaire KKK AD vor Galvanizing Drilled for 2 Luminaires @ 900 Bronze G Galvanized K813 Bronze KZ13 Bronze BLK Black K821 Black KZ21 Black GRY Gray K841 Gray KZ41 Gray GRN Green K891 Green KZ91 Green WHT White K881 White KZ81 White P Primed K845 Natural Aluminum KZ45 Natural Aluminum NA Natural Aluminum RICHMOND, VIRGINIA 23231 PHONE: 804 -236 -0190 FAX: 804 - 236 -0194 � cc 1 YEAR WARRANTY 5 YEAR WARRANTY ip YEAR WARRAN TY MOUNTING DESIGNATION z LU Te non Mount M p I u1 w N 2 7. 3/8 " x 4 " TENON DM10 Drilled for- 1. Lurninaire " 3 2 7/8 x 4 " TENON DM 2090 Drilled for 2 Luminaires @ 900 n 3.5 3 iJ7_ " x 6 TENON DM21R0 ai 0 r 180 Drilled for 2 Lumina: P,s C. 4 4 " x 6 " TENON DM3090 Grilled for 3 Luminaires @ 900 z W DM4090 Drilled for 4 Luminaires @ 900 Gain Mou-Ot Q-�e_n -mount GMT4 attachment for CXA OT Open Top GMT9 attachment for CXASQ OTC Q Open To includes Pale Ca p p p iDPTIoNS t 1 l )C ,n in the cr to c There are numerous options that can be ordered, Please indicate these selections under the Options colt' ) number, Example: CPL - WPR2 -BC. ACC sS Ories e BC Base Cover CPL Threaded Coupling* NPL Threaded Nipple* WPR2 Weatherproof Duplex Receptacle ** WPRP Festoon Opening ** CnDi z LU C, 11 u1 w 0 H u U 1 4 Z n a ti Z 1 I In w a WIP c� ,`•, a AV to u) Z 1-•I z W to Z u.1 to tx U U) Cl a as Nollif o U AV lift— Uj J 0 < Vj � F- Z h Z trrr� O CSI W rx ®✓ LL LU O W Z 0 It K rT1 vz O l- W to o t1J -Z 3t U 5625 LABURNUM AVENUE RICHMOND, VIRGINIA 23231 PHONE: 804 -236 -0190 FAX: 804 - 236 -0194 PO BOX 515 WICOMICO CHURCH 22579 PHONE: 804- 580 -2227 X.804- 580 -3334 FA z O 0 O U 1 4 Z ti Z 1 I '/� �/ t� m V ~ n- Z W z W z W to tx U U) Cl 0 U o U U lift— LU1 J 0 < � F- Z h Z F}-- Z O CSI W rx ®✓ LL O W Z 0 O O l- W to o t1J -Z 3t U U U cc C3 � cc cr w Q w W W W cc CL IL a CD / �Z VQ W a Iw > as 0 H U) G7 CCU `.. \ a \ CM Lij W Im U LIJ E Z r (V M O Lt.. O U 1 4 Z ti Z 1 I '/� �/ t� m V sumvr (L r G9 o � to tx 0 W ° CE L] H F t Ms d lift— C-3 J 0 < � d r H t ®t ' X O CSI W rx ®✓ LL Cn W Z 0 M V cc l- W to o t1J -Z 3t a X H c� cc C3 � w Q w /h cc M o = / �Z VQ W a Iw > as V o z onL /./L.� H I W ♦ cc < F�--1 in Lij W Im U iFALMMONIA 1110,HrIANG") FEATURES & SPECIFICATIONS Catalog Wifiiber AS2 400M SR4W T8 SPA SCWA LPI Notes Type BAUGH AUTO BODY 11 C AS2 Metal Halide, High Pressure Sodium Area Lighting Coefficient of Utilization Initial Footcandles INTENDED USE - Streets. walkways, parking lots and surrounding areas, BAUGH AUTO BODY II - , ,: _ CONSTRUCTION Rugged, die cast Smglc± pfrce aluminum housing with r "; , A52 400M SR3 TEST N0. LTL 100991 A52 b00M SR4SC TEST N0. LTL 10100P , S2 4005 SR3 TEST Na. t.TL1010a nominal wall thickness of 1!8 (ate -cast door frairre has imp7ct�resistant, Nominal Height:: 17' Base Diameter: 4.0" Gauge: 11 tempered, glans lens (3!1(3" thick), Door frame is fully gasketed with one t PLOT Foo ISOILLUMINANCE PLOT (Footcand e) ISOILLUMINANCE P O ( t candle ) Finish: BRZ - Standard -Bronze piece', tabular silicone, US, Patent No. D447,690, Canada Patent No. 94324, Architectural Area & Roadway Luminaires to G m FINISH - Standard finish Is dark bronze polyester, powder finish. Additional Dulled for 1 Luminaire Bronze architectural colors are available: see www.I1thonia.conilarchcolor5, _eF OPTICAL SYSTEM Anodized segmented reflectors f or superior uniformity h r y 5 Type an d control. R f I rt ur, attach with tool-less fast n rs and are rotatable and 119 - Gauge Interchangeable. rive full cutoff distributions available. Type It (roadway). , r - Typr:. 111 {asyirlmetrir,), Type IV (forward throw ); Type IV (olds;, forward throw) , to H -- t .- Z and Type V (symmetric square.), (in.) x (in.) x Clyde ELECTRICAL SYSTEM -• Ballast: Constant wattage auto t, r ansformet, Metal METAL HALIDE. 175W -400W 9 Halide: Super CWA Timis(! s ar t ballast), asU, d8r efficient and , ElSA legislation NIGH PRESSURE SODIUM:. 200W -400W a K _ (ft.) compliant, is required for 175 -40OW SCWA option) for US shipments only. q ( P ) P Y 1f1' to 35' Mounting g d 4 4 4 o CSA, NOM or lNTL'rerttired for probe start shipments outside of the U4, a l z s x s a +; c . l . (SCWA) .q � � ... Pulse -start ballast SCWA required for 200W 320W or 350W. Ballast is 100% rpctr,thcnrrorrs _ .p)Irtr iadsn ir,n n,na? h.,r,nn {Am),, c +Ira 3Bt ?�a sGO.J pan eletn t gird a:.)r, .l ter ,;. ,.ri =.n ,.Praxl a a,. .:a =1 nsrJ <•n 77r �mt.n.,, r x i 1 v,o r , factory testod, All ballasts are mounted on a removable power tray with Wivo,w.r,rhnit_)( „In rr,;5W,,,-o' Namns,Fn«nln,I' rii,)A „n( -,l2 • 4,0 x 17.0 . fuel -less latch and have, positive dock.m. J disconnect plug, EPA: 1.2 2 H nP.m,bnn he:, h4 mounting heiglN.: s f n, inn. Tytstt If. 6!e+IWm. fv!1 i,4D)if . yr.r ilL. "d »anim fuu C ^.oink E- :a..)d`r »trio Ury ASairirJtType,v. (dry Snnn;, EWI t.144fr - Socket: Porcelain, horizontal l'- mounted, mogul-base socket with copper Length; 213.6 72,6 L Y 9 Pp J ( ) 138 ~ SSP17- 4.0 -11- BRZ- 1DM2180 -BC alloy, screw shelf and center contact. - t nickeG sated Y p Width. : 17,1 (414) Natural Alurninurn r M AS2 400M SR4W _ TEST N0. LTL 10101P AS2 400M SR55 TEST NU. LTL 10102 P P Prin')ed INSTALLATION -- Integral arm for poll, or wall mounting, Optional Depth: 8.3 (21.0) P K845 Natural Aluminum AS2 4005 SR4SC TEST NO: LTt.10105 mountings available, 'Weight: 40 Ibs (15.2 kg) ISOILLUMINANCE PLOT (Footcandle) ISOILLUMINANCE PLOT (Eootcandte) ,., LISTING - UL Listed (standard). CSA Certified (see Options). Ur,. listed for 25 °C WeaPub as configuoul in Pxample below, ambient and wet locations. IF 65 Rated, % Ok9 z a L a c2 - All dlnt@n5tOn5 :tr@, IIIi:iICS (centimeters) t1111ni5`.i OtbEtfWISeS tigilttrkd. NOTE: S r,.r.,ificanun2 sub ue t` e notice. p .t? ..�..:._..._..,_.- ,.�._I t p change without. nod .. _ - ......:. -,.�.. �... •z F o r•> 1 G � 1: u i n © I-- 2 UROERiNG INFORMATION.. For shortest lead times, configure product Using standard options (shown in bold). z 1. YEAR WARRANTY . 10 YEAR WARRANTY Example: AS2 250M SR3 TB SCWA SPA LPI ?y 5 MOUNTING DESIGNATxONS $. 2 400M SR4W TB SPA SCWA LPI ' z zs - zz _ j fj' Eta C i , i Mou hit Eiall . >t t t its n ) i EE a P 9 IAI r J.< c� r AS2 Ute.1al J, titdat 120 SPA 5 dare tale (blank Ma netrc Sfa _111141teti i0 f tyu blank Dark LPI Lam q P ) gg RR ( ) P 4 s mounting ballast - bronze i 1J5R4 '26d � Sr SF omglefuse120,171.347V rt e n a s n8,` rI2 s RPA Round ale (NT Constant DBL Black ck� Ib 240 p f.N) .Double Jtistt 208, 240, adOV 250M mounting walla e LtLP Less ....... d)F1.V r ,l.t? thnt,nfttU t„ el: r +.i, roh,J .r9 „L9 5n Y S t n, 1.! 1•A kl,1 mlp1 , H .0 tG9.Y lalap, •;deA 90ono , .. - g S OCR(; ChartAal .: - , 277 tS iii ad I FR NLMA LwiSf•InLk (ec. @)ItaC•1@ 320tv1' WI3d Wall brarket a or o t gray (lip aril • no ihotot.ontrol 9 y i ( I ) „ ., _ t.', vin >,Ua,. n•m a OnnAns•rmu,.arn , atra.ne „l,aaed <n..n hunrtn,,fuoa.a,mu a t n,au,9„u hmi ht "w"'�non I a , ., ,,, ,., :.. , II,.Ans,Fontc)nd.. JAfl•.,.bA..Mnn..Y n•onr,;o-7 ti.*tht, • ,.. r ?^ t, 347 n - - - .1JOM down} / 8 -Sill% :j' } fJM6 Medium ``" EG Emergency circflit,' cNiT , &.Allan: type N, St t,F. 1(: "fnk a.he,:ncxt:nn: IJnr,Iq.;slfieA IrT tl+, Vvr Stwttt. "r!rg f;ntrsff yA � 1TMt ! , Ca.,aihcn.kSn. Unaxetfir- J,rynA IV, Jnty Shortl. Full Ctttnrf 404M'•16 4&tYS ASKfv1A'l Must ann olio ihal 1° "�" �' bronze s 1 " N 3 2 7 x A TENON 18 IIr t ear r r TO' QRS Quartz restrike system" t ut ) fit r MIS? Of:cor give curved SI NA Super CWA DNA Natural 2 tinaires @ 900 Drilled for Lt n _ - 59S)i11(D 23050HV ttrm, Square poll.) pulse Start I IS Houseside •>hleld (SR2, SR3, alumi- ?.00S only" baaar)t SR4W) num DM2180 Drilled for 2 Luminaires @ 1800 2505 GSA CSA Corlifierl N DCAS2R Decorative curved NOTE: For shipments to OWN White MOUNTING. DESIGNATIONS 4005 to arm, round pole only 1).S.territories,SCWA NOM NONICerrifoM Corrosion Corrosion " nfstributfun must be sperifled to INTL Available for. MITI probe start comply will) FiSA. CL UJ shipping outsidn'the U1 S. 4 4 x 6 TENON SR2 Segmented type It roadway RFGCI California Title 20 effective, Drilled for 3 Luminaires @ 90 6i SR3 Segmented type IN asymmetric Note: Assisi', h,.,. a unique V1i2014 b Cr N SR4SC Segmented type IV forward drilling tomplate Thai requires 1�, 1r.MQW' DM4090 Drilled for 4 Luminaires @ 900 throw, sharp cutoff en Acres drilling pattern to bo p Specified when urduring poll,-,. PCI NEMA twist -lock PE (120, 206, H 1-- SR4W Segmented type IV wide, See example below, 24ov) Gain Mount Open Mount forward throw Cxantple. SSA 20 4C OM19AS uDD Pr:3 NEMA twist-lock PE (347V) DM10 Drilled for 1 Luminaire Mounting Height Correction Factor SR5S ' Segmented type V 5VUalh PE4 NEMA twist -lock PE (MOV) - A( ^ris DrifQng_eM_Wle GMT4 attachment for CXA (Multiply the fc level by the correction factor) , 1 NIGHTTIME NOr1 OM19AS 1 at 90dequ!"i IE7 NI'MAtwi t.lockPE(2'771) fRIENDLY 10 ft: = 1:.2.5 t"w r wan')" )e , ,ilnbiE? ,,..Wad's tntagry, OM28AS 2 S1 180 cleyrees VG Vandal gurard ± a, t NOTFS' 15 ft, = 5.4 2 bidsl he ofdo (I mill c; INTENDED USE - Streets, walkways, parking lots and surrounding areas. CONSTRUCTION -- Rugged, die -cast, single -piece aluminum housing with 1 ../'• nomutai wall thickness of 118". Die-cast door treT?ne has impact resistant, tempered, glass; lens (3116" thick). Door frame is fully gasketed with one piece tubular,sficono, US. Patent No. p441,590. Canada Patent No.. 94324. Architectural Area & Roadway Luminaires ,m- . , : n � . . Additional FINISH- StarTdardfmtsh is dark nronrepolf,sL,t powderfnnsh architectural colors aw available: sot) www,litlionia.com /arclicolars, OPTICAL SYSTEM - Anodized segmented refh c t S • for superior error uniformity Y AS2`°. and control. Reflectors attach with tool-loss fas laner s and are rotatable and interchangeable. Five, full cutoff distributions available: Type 11 (roadway), Type III (asymmetric), Type IV (forward throw), Pipe IV (wide., forward throw) and Type V (symmetric scivare). ELECTRICAL SYSTEM Ballast: Constant wattage autotransformer, Metal METAL HALIDE: 175W -40OW Halide Super CWA (pulse start ballast), 88% efficient and EISA iegislation HIGH PRESSURE SODIUM: 20OW -40OW compliant, Is required for 175.40OW (SCWA option) for US shipments only, 10' to 35' Mounting NO I TL required for robe, start shipments outside of the US. C.,A, M or N ray e p p r0 Bast is 100% P ,i. C: start ballast (SCWA) required for LOOW; 320W. or 3.a W Ballast t ti ( ) r q e •rf catrorls •- 1 owes tray with Sr c i far.tui / tt,str.d, All tartitasts are mounted on a removable p E y '� tool-less latr.h.uid t,avii positive locking tit.,corint.at plug. EPA: 12.ft. tH Socket: Porcelain, , Mari t r nt ally- mount mot ul -hose socket with copper Length: 28.6 ( 72,6) 1 alley, nickel- plated screw shell and center contact. Width: 17.1 (ISA) : t- INSTALLATION - integral arm for polo or wall mounting. Optional th 0e e 8.3 P (21.0) mountings available. ',Wtaignt: 40 ins (18.2 kg) LISTING -•-- UL Listed (standard). CSA Certified (see Options). i1L listed for 25 °C Weight as configured in exampie below. ambient and vvet locations. IP65 Rated, _ All dimeiuinm, are inches (centimeters) urtioss vtheru4se spe,:itleti. NOTE: Specifications ub t rt to crane without nonce. For shortest lead times, configure roduct using standard options (shown in bold). ORDERING INFORMATION � p s Example: AS2 250M SR3 TB SCWA SPA LPI _A$ w SP- A - - Lpl T , , tih i'n Lott SCWA HS ; r T. i t ' r e Muuntirtc P S .t i ., Nlritta e a t 1 J 9 AS1. . 120 SPA Square polo (blank) Ma tic sil2peL (Blank) Dark LPi. Lamp iMMa' 2083 mounting ballast Sr Singiehm( 120, 277, 341V bronze in- a Cwt constant DBL - Black dWW 50M 2,401 RPA hound pairs VJ i Cf Dvubic, ruse 208, 240, 480V 13 mounting .;Hotta f; LILP Less 50 m nt q DGC Charrunl 2 M g 7 233 ,. , PER Nt.MA twist -lock ree.r pGari ., lam fa , t.,0iated r3; p J1tN Wc�1 wa4 ?arar:ket (a or � i , r, ore drni gray p only (no >h . t r i v f 35olV14 343 down}' A Is Snarl n OMB Medium 40 M7 14 AEO; a ', , , . , tt 91 IX Emergency c trruit bronze 0 ASKMA2 Mart •frees adapter AS2 400M SR3 TEST NO. LfL 10099P AS2 400M SR4SC TEST NO, LTL 10100P AS2 400S SR3 TEST Na: LTL10104 ISOILLUMINANC8 PLOT (Footcandte) ISOILLUMINANCE PLOT (Footcandte) DNA Natural ,r. ry fi r 1 1.30�OH /.. eaten. square pole pulse start �..., Hou,etAdo. shield (SR2, SR3. , i„ zst 2-t ba0ast SR1W) r. Is z 0CAS2R Decorative curved a C5A CSA Cortih,,id DWH White •as Oa WIVI Nf)MCertihed CR Corrosion I NOTES: 1 must he spet?rietl to INTI- Available for MI probe start rosistont:e n;;trihutiml -- comply with FISA, 2 for electrical characteilstics consult tochnicat data tab. 4 shipping outside the U S. 3 Tested In current. ikSNA and NFMA r.itarittards under stabilized laboratory - c conditions, Various oper @tin.) factors can cause ddbmrinces between laboratory I It and actual fleid moasorements: Dimensions and specifications are based on the . 0 1 2 3 4 It d d 1 x 4 5 b 40Ut1 tamV.! u 1 3.1Cu'U 4e)11w Y41M Yhlrr+ntgal i i4l 101', e.1' tahvd 3a000 400W PVI,,9 sitid f ,I,1I I+Ihdh I Imp. r dAII .III }0 nmRM1S, f0 !CnM1M to I.1 R.a t`: 9Ud on 20' .I :: i wiu,n .., +�! c t : +xt,I on 20' tumnnx, Pnnro�n , . zn1R +Dn�e;d m, <0' ?mmtln4J negt•i, _ .�rrJn41' TA,,. ,nc-U t, tit rf },t, CI a ?iaww;:T p u 0 Medam ri'It Cutoff �A YG , ""Ju,m, Kux "tore Crae. a+, l •n Un,ansawr><t I ynn IV. V.., S1,W). F,01 COMI, AS2 400M SR4W TEST NO, LTL 10101P AS2 400M SR5S TEST NO, LTL 10102P A82 400S SR4SC. TEST NO: LTL 110 105 ISOILLUMINANCE PLOT (Faatcandle) ISOILLUMINANCE PLOT (Footcandte) , n A O , i^ 2e. t.. Z 3- w r 1" J ns >L U l a a 4K 2 a A 4 I 2 3 a 5 0 1: 400w pul�m siatt r 9ts1, nhdn k1111V• rat.•d 300iHt 140 +y t +u �9.,L,It n tai h zf I3 a'V• st0d'V3Ir00 400W Fame.. ratan rar)40 Pnoana, r•x, anaa'n v:,ruax l)nsRA nn c0' Iulr x Fnatc.IaU o a,un:, 1,5a,J oa 20 mounting nn�ht. inn! �)na:0'1- :ncur.Gup!x!;gt.4- (A,I ;01- ;al:, ^,: TV[,,, IV. 5hn:l. FuN C IIII Yt d t:r,. v1<. d.,,r .inl,sir •,a! r•;pe IV. Vnrr L&Mta, F0 c0off II _�.,r f ... T °, sr 1 t ns . . c : I. l II: i1iFd ( 1. Vnry !xxti. r e.l Lor,N HI!1tt,P..tLaS]t [ t# TBI DCA52 Decoiative curvet! SCINA Super CWA' ORS Ouartz restrike system" DNA Natural ,r. ry fi r 1 1.30�OH /.. eaten. square pole pulse start 16 Hou,etAdo. shield (SR2, SR3. , alumi- ?tN)S only'') ba0ast SR1W) num 2505 0CAS2R Decorative curved . NOTE; For shiprtarnt'i «) C5A CSA Cortih,,id DWH White Us grip,irtand olr,orilyrb US. teiritories, SCINA WIVI Nf)MCertihed CR Corrosion per'' NOTES: 1 must he spet?rietl to INTI- Available for MI probe start rosistont:e n;;trihutiml -- comply with FISA, 2 for electrical characteilstics consult tochnicat data tab. 4 shipping outside the U S. SO Segmented type It roadway SR3 Segmented type Ill asymmetric SR4SC Segmented type IV forward throw, sharp cutoff S114W Segmented type IV wide, forward throw ",!,s Segmented type V square _ of f `u I Lowa r w ttt.I11r ti n'3ite01u Cow"UR fr,ut(n'y. 1 k4u ,t be I)I iJ er a with XWA Must use redn,e:T jacket la"gi; ,I Not wail;iaie *ifh %WA; 5 ,Mu,t ; wr'ify GIN1. for er�,� to canOdB< r , n opitIm4l multi t al) b<,Ita;t (Ilu, 2(if): ZAO, 177V) Wo, 217,347V 1n Cnnndal, REGCI Califntnia Title 20 offective U117.t}i0 ' 5hi(alae3LsnrtJltatttLyi2 PEI NEMAtwist- tockPE(120.209, 240V) , PE3 NEMA Iwist -lock PE (347V) M Mounting Height Correction Factor PE4 NEMA (wist -lock PE 060V) ( (Multiply the fc level by they correction factor) PE7 NENIA twist -Jock PE (277V) r NIGHTTIME 10 R. = 1225 VC,, Vandal t r uard N t' NOTES: 1 15 ft. 5.4 SC Shorting cap t t Photometric d,ta for other distributions u itiutions can b e accessed :cwww,fithoniavvm, 3 30 ft. _ .1.30 2 for electrical characteilstics consult tochnicat data tab. 4 40ft - 0.77 3 Tested In current. ikSNA and NFMA r.itarittards under stabilized laboratory - c conditions, Various oper @tin.) factors can cause ddbmrinces between laboratory I It and actual fleid moasorements: Dimensions and specifications are based on the . . M F 0 CowsuIr factory tor avail ahle w .ttage.' AcrFSSnneS; Tenon Mounting Stptiitttr most current data and are subject to thange. ew oun ng a If 9 Mounted in low, up ur:nnuitmn, lixuro it, damp location li,'ted, 10 .i bipperf tntj, (Italy. flrcior a% snparate caraforj nurr.tter. Must b(i used with ra)imd pale mounting (RPA); 11 Maximum allow I.t+ c .4iattrr(je ?amp Included, Number of fixtures - 12 May be- ordered as an rrcn,,bry. Tenon 0,1), One fwo00190 rwo 14P Three(01210' :rh,et !Ag Fuurab9f) " -- 13 Additional arehrtectupil coial" available see '.vv w 1111 onta.cornt a, 1.31fl AST20.90 A3T3 1,p0 AST70 9t AST 01!0 A_f1390 AS 2 .1J0 wll olll -. 14 W51: b•• °yucuu,d 2 -710" AST26.190 A5Q6.260 ASf25 2ti0 ASf15.320 A`,T26 -3,M A51.15..490 �v 15 fhe c` wattage, do not comply with Cafirowia Title 2i) rrttl.i,ttipne =, 4" AS7a5.190 AST35 -280 ASD5290 AM35.320 AST35.390 ASTWOY) fA ,�1�/� w cla"niv Lithonia Lighting 16 TOO Le w +,ttal)cs ;,quire the RE(;( :l Option to pa choam lot ,hip(n eats into ' AS2VG Vandal quard . Outdoor Cdl,tornl+t for slur. ro romplianre. 15oM QUA to not availabin In 347 v, 48OV, An IcMwti'%ty8rands Company One Lithvnin Way, Conyers. GA 301012 Phone: 770- 922.9000rav 710.918.11209 Outdoor Sheet #: AS2 AL -i 30 Sheet #: AS2 -M -S 1,,, O?.?010 Actitty Urands iJIlhiing, Inc. Ali rights resetved. Rev. 5110710 wwv %Iithonia,ctirn 0 SSP Square Non-Tapered o v EWA Page 1 of 1 c; FINISHES r' nt j1pdard Galvatniznd 1 LAD -KIr LAD Over GatyanxinQ f3 Bronze G Galvanized K813 Bronze KZ13 Bronze 13LK Black K821 Black KZ21 Black n GRY Gray K841 Gray KZ41 Gray z GRN Green K891 Green KZ91 Green U') WHIT White K881 White KZB1 White 0 8 5 Natural Aluminum KZ45 Natural Aluminum Prinled K 4 0 a Poe Shaft The pole shaft is one piece construction, being fabricated from a weldable grade carbon steel structural NA Natural Aluminum tubing which has a uniform wall thickness of 1 1 gauge ( 0. 11 96" . T he pole shaft material shall confor m to A5T'M A -500 Grade C with a minimum yield strength of 50,000 psi. 'The pole shaft has a full length 1 YEAR WARRANTY 5 YEAR WARRANTY longitudinal r es i stance weld and is uniformly square in cross-section with flat sides, s mall corner radii and excellent torsional properties. Base Plate MOUNTING DESIGiNA°TIONS The anchor base is fabricated from a structural quality hot rolled carbon steel plate that meets or exceeds a minimum yield strength of 36,000 psi, The Anchor base tefescopes the pole shaft and is circumferentially welded top and bottom. All welds are performed in accordance with the American tg 90 n Mount Welding Society specification AWS D1,1, latest edition. Bolt Circle: 8. " S . Dim • " Thickness: 0,7 " Conduit Opening: 3,50" 2 2 3/8 " x 4 " TENON "DDrilled for 1 Luminaire o f cle 00 q ..8.00 5 C Consult KW representative for n -sta non-standard dirnens{ons, 3 2 7 8 " x 4 " TENON DM2090 Drilled for 2 Luminaires (� 900 u no n / Anchor Boils 3.5 3 1/2 " x 6 " TENON DM2180 Drilled for 2 Luminaires @ 1.800 Anchor bolts are fabricated from commercial quality hot rolled carbon steel bar that meets or exceeds a 4 4 " x 6 IT TENON DM3090 Drilled for 3 Luminaires @ 900 minimum yield strength of 55,000 psi. Four properly sized anchor bolts, each with two regular hex nuts DM4090 Drilled for 4 Luminaires (0 900 and washers, are furnished and shipped with all poles unless otherwise specified. Anchor bolts shall have the threaded end galvanized a minimum of 8 inches in accordance with ASTM A -153. Fully galvanized anchor bolts are available upon request. Handhole An oval reinforced gasketed handhole, having a nominal 3 IT x 5 IT inside opening, located .t' - 6" above base, is standard on all poles. A grounding provision is located inside the handhole ring, Finish Standard - The exterior surface is cleaned with an alkaline rinse to remove surface contaminants and shot blasted to specifications as published b the Steel Structu r es Painting Council it Standards SSPC -SP10 nea r white), .The exterior surface is chemically with a n iron phosphate conversion coating then rinsed with ambient fresh water containing special surfactants and sealers forming a dry tight micro - crystalline coating. A polyester thermosetting powder coating applied to the surface of the substrate to a minimum of 3 mils is standard on all color finishes, The internal surface including the powder coated area at the base -end is coated with *X11119iL., a thermoplastic hydrocarbon resin system specially formulated for application over untreated steel surfaces, to a thickness of 3 mils, The Internal coating shall contain I r •T B special corrosion Inhibitors and is capable of passing 1000 hours of salt spray exposure (AS TM B-117). ). BAUGH AUTO BODY 11 Series :SSP - Square Non - Tapered Steel Poles Nominal Height: 17' Base Diameter: 4,0" Gauge: 11 Finish: BRZ - Standard -Bronze Mounting Designation: DM10 Drilled for 1 Luminaire Options: BC - Base Cover Height Pole Shaft Handhole Anchor Bolt soft 80 90 100 Ship Type (ft) (in.) x (in.) x (ft.} Gauge Size (in.) x (in.) x Circle MPH MPH MPH WT. (in.) (in.) (in.) (ft.) (R.) _ (ft.) (ibs.) 0 17 4,0x17.0 11 3xS 0.75x17x3 8 15.2 11.5 8.7 138 SSP17- 4.0 -11- BRZ- DMIO -BC Email This Page Choose Different Pole Type Main Menu http : / /,�vwv. ,.kwiiidustries .coin /SubltiitSlieet2.asp 10/18/2010 Gairu Mount O_psn Mount GMT4 attachment for CXA OT Open Top GMT9 attachment for CXASQ OTC Open Top includes Pole Cap 10 YEAR WARRANTY 2PT10NS, There are numerous options that can be ordered, Please indicate these splections under the options COILInin in the catalog number. Example: CPI. WPR2 -BC. t4cg" or• igs BC Base Co ver CPL Threaded Coupling* NPL Threaded Nipple* WPR2 Weatherproof Duplex Receptacle ** WPRP Festoon Opening ** 5625 LABURNUM AVENUE RICHMOND, VIRGINIA 23231 PHONE: 804 -236 -0190 FAX: 804 -236 -0194 PO BOX 515 WICOMICO CHURCH 22579 PHONE: 804 -580 -2227 FAX: 804 -580 -3334 2 H tin re. to FL Z Z Z 0- iii W W f--1 Z g Z Q O Q U (n U U U 11.1 F- 1-- H © Z Z Z 0 0 0 U U U Cr fi cc W W W n., 4. n. O 0 O sr ~ tj ti Cf) © \ O W Lij 1-i lt7 M •-+ rr Z . t CU (r) fl- V O O Q r3 LL U H cc F-4 Z Z aeu0raa J ~ m U CL i- GD % W W C!1 jr U se tU CC 1'- H W d n > U J - O W W t- LL Cri cc U M U Q° Cr W to o W 3r. a H U pC C3 6j C9 CO I-- W /A A Cc Z L C3 Q t OC FW- Z F_ Z c, M `'' a W ® a flW/� > 0° �_ z I� H -i H Q cn °C `c W U O cn DRAWNG %i0. U 10 0 SSP Square Non-Tapered o v EWA Page 1 of 1 c; FINISHES r' nt j1pdard Galvatniznd 1 LAD -KIr LAD Over GatyanxinQ f3 Bronze G Galvanized K813 Bronze KZ13 Bronze 13LK Black K821 Black KZ21 Black n GRY Gray K841 Gray KZ41 Gray z GRN Green K891 Green KZ91 Green U') WHIT White K881 White KZB1 White 0 8 5 Natural Aluminum KZ45 Natural Aluminum Prinled K 4 0 a Poe Shaft The pole shaft is one piece construction, being fabricated from a weldable grade carbon steel structural NA Natural Aluminum tubing which has a uniform wall thickness of 1 1 gauge ( 0. 11 96" . T he pole shaft material shall confor m to A5T'M A -500 Grade C with a minimum yield strength of 50,000 psi. 'The pole shaft has a full length 1 YEAR WARRANTY 5 YEAR WARRANTY longitudinal r es i stance weld and is uniformly square in cross-section with flat sides, s mall corner radii and excellent torsional properties. Base Plate MOUNTING DESIGiNA°TIONS The anchor base is fabricated from a structural quality hot rolled carbon steel plate that meets or exceeds a minimum yield strength of 36,000 psi, The Anchor base tefescopes the pole shaft and is circumferentially welded top and bottom. All welds are performed in accordance with the American tg 90 n Mount Welding Society specification AWS D1,1, latest edition. Bolt Circle: 8. " S . Dim • " Thickness: 0,7 " Conduit Opening: 3,50" 2 2 3/8 " x 4 " TENON "DDrilled for 1 Luminaire o f cle 00 q ..8.00 5 C Consult KW representative for n -sta non-standard dirnens{ons, 3 2 7 8 " x 4 " TENON DM2090 Drilled for 2 Luminaires (� 900 u no n / Anchor Boils 3.5 3 1/2 " x 6 " TENON DM2180 Drilled for 2 Luminaires @ 1.800 Anchor bolts are fabricated from commercial quality hot rolled carbon steel bar that meets or exceeds a 4 4 " x 6 IT TENON DM3090 Drilled for 3 Luminaires @ 900 minimum yield strength of 55,000 psi. Four properly sized anchor bolts, each with two regular hex nuts DM4090 Drilled for 4 Luminaires (0 900 and washers, are furnished and shipped with all poles unless otherwise specified. Anchor bolts shall have the threaded end galvanized a minimum of 8 inches in accordance with ASTM A -153. Fully galvanized anchor bolts are available upon request. Handhole An oval reinforced gasketed handhole, having a nominal 3 IT x 5 IT inside opening, located .t' - 6" above base, is standard on all poles. A grounding provision is located inside the handhole ring, Finish Standard - The exterior surface is cleaned with an alkaline rinse to remove surface contaminants and shot blasted to specifications as published b the Steel Structu r es Painting Council it Standards SSPC -SP10 nea r white), .The exterior surface is chemically with a n iron phosphate conversion coating then rinsed with ambient fresh water containing special surfactants and sealers forming a dry tight micro - crystalline coating. A polyester thermosetting powder coating applied to the surface of the substrate to a minimum of 3 mils is standard on all color finishes, The internal surface including the powder coated area at the base -end is coated with *X11119iL., a thermoplastic hydrocarbon resin system specially formulated for application over untreated steel surfaces, to a thickness of 3 mils, The Internal coating shall contain I r •T B special corrosion Inhibitors and is capable of passing 1000 hours of salt spray exposure (AS TM B-117). ). BAUGH AUTO BODY 11 Series :SSP - Square Non - Tapered Steel Poles Nominal Height: 17' Base Diameter: 4,0" Gauge: 11 Finish: BRZ - Standard -Bronze Mounting Designation: DM10 Drilled for 1 Luminaire Options: BC - Base Cover Height Pole Shaft Handhole Anchor Bolt soft 80 90 100 Ship Type (ft) (in.) x (in.) x (ft.} Gauge Size (in.) x (in.) x Circle MPH MPH MPH WT. (in.) (in.) (in.) (ft.) (R.) _ (ft.) (ibs.) 0 17 4,0x17.0 11 3xS 0.75x17x3 8 15.2 11.5 8.7 138 SSP17- 4.0 -11- BRZ- DMIO -BC Email This Page Choose Different Pole Type Main Menu http : / /,�vwv. ,.kwiiidustries .coin /SubltiitSlieet2.asp 10/18/2010 Gairu Mount O_psn Mount GMT4 attachment for CXA OT Open Top GMT9 attachment for CXASQ OTC Open Top includes Pole Cap 10 YEAR WARRANTY 2PT10NS, There are numerous options that can be ordered, Please indicate these splections under the options COILInin in the catalog number. Example: CPI. WPR2 -BC. t4cg" or• igs BC Base Co ver CPL Threaded Coupling* NPL Threaded Nipple* WPR2 Weatherproof Duplex Receptacle ** WPRP Festoon Opening ** 5625 LABURNUM AVENUE RICHMOND, VIRGINIA 23231 PHONE: 804 -236 -0190 FAX: 804 -236 -0194 PO BOX 515 WICOMICO CHURCH 22579 PHONE: 804 -580 -2227 FAX: 804 -580 -3334 2 H tin re. to FL Z Z Z 0- iii W W f--1 Z g Z Q O Q U (n U U U 11.1 F- 1-- H © Z Z Z 0 0 0 U U U Cr fi cc W W W n., 4. n. O 0 O sr ~ tj ti Cf) © \ O W Lij 1-i lt7 M •-+ rr Z . t CU (r) fl- V O O Q r3 LL U H cc F-4 Z Z aeu0raa J ~ m U CL i- GD % W W C!1 jr U se tU CC 1'- H W d n > U J - O W W t- LL Cri cc U M U Q° Cr W to o W 3r. a H U pC C3 6j C9 CO I-- W /A A Cc Z L C3 Q t OC FW- Z F_ Z c, M `'' a W ® a flW/� > 0° �_ z I� H -i H Q cn °C `c W U O cn DRAWNG %i0. U 10 Poe Shaft The pole shaft is one piece construction, being fabricated from a weldable grade carbon steel structural NA Natural Aluminum tubing which has a uniform wall thickness of 1 1 gauge ( 0. 11 96" . T he pole shaft material shall confor m to A5T'M A -500 Grade C with a minimum yield strength of 50,000 psi. 'The pole shaft has a full length 1 YEAR WARRANTY 5 YEAR WARRANTY longitudinal r es i stance weld and is uniformly square in cross-section with flat sides, s mall corner radii and excellent torsional properties. Base Plate MOUNTING DESIGiNA°TIONS The anchor base is fabricated from a structural quality hot rolled carbon steel plate that meets or exceeds a minimum yield strength of 36,000 psi, The Anchor base tefescopes the pole shaft and is circumferentially welded top and bottom. All welds are performed in accordance with the American tg 90 n Mount Welding Society specification AWS D1,1, latest edition. Bolt Circle: 8. " S . Dim • " Thickness: 0,7 " Conduit Opening: 3,50" 2 2 3/8 " x 4 " TENON "DDrilled for 1 Luminaire o f cle 00 q ..8.00 5 C Consult KW representative for n -sta non-standard dirnens{ons, 3 2 7 8 " x 4 " TENON DM2090 Drilled for 2 Luminaires (� 900 u no n / Anchor Boils 3.5 3 1/2 " x 6 " TENON DM2180 Drilled for 2 Luminaires @ 1.800 Anchor bolts are fabricated from commercial quality hot rolled carbon steel bar that meets or exceeds a 4 4 " x 6 IT TENON DM3090 Drilled for 3 Luminaires @ 900 minimum yield strength of 55,000 psi. Four properly sized anchor bolts, each with two regular hex nuts DM4090 Drilled for 4 Luminaires (0 900 and washers, are furnished and shipped with all poles unless otherwise specified. Anchor bolts shall have the threaded end galvanized a minimum of 8 inches in accordance with ASTM A -153. Fully galvanized anchor bolts are available upon request. Handhole An oval reinforced gasketed handhole, having a nominal 3 IT x 5 IT inside opening, located .t' - 6" above base, is standard on all poles. A grounding provision is located inside the handhole ring, Finish Standard - The exterior surface is cleaned with an alkaline rinse to remove surface contaminants and shot blasted to specifications as published b the Steel Structu r es Painting Council it Standards SSPC -SP10 nea r white), .The exterior surface is chemically with a n iron phosphate conversion coating then rinsed with ambient fresh water containing special surfactants and sealers forming a dry tight micro - crystalline coating. A polyester thermosetting powder coating applied to the surface of the substrate to a minimum of 3 mils is standard on all color finishes, The internal surface including the powder coated area at the base -end is coated with *X11119iL., a thermoplastic hydrocarbon resin system specially formulated for application over untreated steel surfaces, to a thickness of 3 mils, The Internal coating shall contain I r •T B special corrosion Inhibitors and is capable of passing 1000 hours of salt spray exposure (AS TM B-117). ). BAUGH AUTO BODY 11 Series :SSP - Square Non - Tapered Steel Poles Nominal Height: 17' Base Diameter: 4,0" Gauge: 11 Finish: BRZ - Standard -Bronze Mounting Designation: DM10 Drilled for 1 Luminaire Options: BC - Base Cover Height Pole Shaft Handhole Anchor Bolt soft 80 90 100 Ship Type (ft) (in.) x (in.) x (ft.} Gauge Size (in.) x (in.) x Circle MPH MPH MPH WT. (in.) (in.) (in.) (ft.) (R.) _ (ft.) (ibs.) 0 17 4,0x17.0 11 3xS 0.75x17x3 8 15.2 11.5 8.7 138 SSP17- 4.0 -11- BRZ- DMIO -BC Email This Page Choose Different Pole Type Main Menu http : / /,�vwv. ,.kwiiidustries .coin /SubltiitSlieet2.asp 10/18/2010 Gairu Mount O_psn Mount GMT4 attachment for CXA OT Open Top GMT9 attachment for CXASQ OTC Open Top includes Pole Cap 10 YEAR WARRANTY 2PT10NS, There are numerous options that can be ordered, Please indicate these splections under the options COILInin in the catalog number. Example: CPI. WPR2 -BC. t4cg" or• igs BC Base Co ver CPL Threaded Coupling* NPL Threaded Nipple* WPR2 Weatherproof Duplex Receptacle ** WPRP Festoon Opening ** 5625 LABURNUM AVENUE RICHMOND, VIRGINIA 23231 PHONE: 804 -236 -0190 FAX: 804 -236 -0194 PO BOX 515 WICOMICO CHURCH 22579 PHONE: 804 -580 -2227 FAX: 804 -580 -3334 2 H tin re. to FL Z Z Z 0- iii W W f--1 Z g Z Q O Q U (n U U U 11.1 F- 1-- H © Z Z Z 0 0 0 U U U Cr fi cc W W W n., 4. n. O 0 O sr ~ tj ti Cf) © \ O W Lij 1-i lt7 M •-+ rr Z . t CU (r) fl- V O O Q r3 LL U H cc F-4 Z Z aeu0raa J ~ m U CL i- GD % W W C!1 jr U se tU CC 1'- H W d n > U J - O W W t- LL Cri cc U M U Q° Cr W to o W 3r. a H U pC C3 6j C9 CO I-- W /A A Cc Z L C3 Q t OC FW- Z F_ Z c, M `'' a W ® a flW/� > 0° �_ z I� H -i H Q cn °C `c W U O cn DRAWNG %i0. U 10 and washers, are furnished and shipped with all poles unless otherwise specified. Anchor bolts shall have the threaded end galvanized a minimum of 8 inches in accordance with ASTM A -153. Fully galvanized anchor bolts are available upon request. Handhole An oval reinforced gasketed handhole, having a nominal 3 IT x 5 IT inside opening, located .t' - 6" above base, is standard on all poles. A grounding provision is located inside the handhole ring, Finish Standard - The exterior surface is cleaned with an alkaline rinse to remove surface contaminants and shot blasted to specifications as published b the Steel Structu r es Painting Council it Standards SSPC -SP10 nea r white), .The exterior surface is chemically with a n iron phosphate conversion coating then rinsed with ambient fresh water containing special surfactants and sealers forming a dry tight micro - crystalline coating. A polyester thermosetting powder coating applied to the surface of the substrate to a minimum of 3 mils is standard on all color finishes, The internal surface including the powder coated area at the base -end is coated with *X11119iL., a thermoplastic hydrocarbon resin system specially formulated for application over untreated steel surfaces, to a thickness of 3 mils, The Internal coating shall contain I r •T B special corrosion Inhibitors and is capable of passing 1000 hours of salt spray exposure (AS TM B-117). ). BAUGH AUTO BODY 11 Series :SSP - Square Non - Tapered Steel Poles Nominal Height: 17' Base Diameter: 4,0" Gauge: 11 Finish: BRZ - Standard -Bronze Mounting Designation: DM10 Drilled for 1 Luminaire Options: BC - Base Cover Height Pole Shaft Handhole Anchor Bolt soft 80 90 100 Ship Type (ft) (in.) x (in.) x (ft.} Gauge Size (in.) x (in.) x Circle MPH MPH MPH WT. (in.) (in.) (in.) (ft.) (R.) _ (ft.) (ibs.) 0 17 4,0x17.0 11 3xS 0.75x17x3 8 15.2 11.5 8.7 138 SSP17- 4.0 -11- BRZ- DMIO -BC Email This Page Choose Different Pole Type Main Menu http : / /,�vwv. ,.kwiiidustries .coin /SubltiitSlieet2.asp 10/18/2010 Gairu Mount O_psn Mount GMT4 attachment for CXA OT Open Top GMT9 attachment for CXASQ OTC Open Top includes Pole Cap 10 YEAR WARRANTY 2PT10NS, There are numerous options that can be ordered, Please indicate these splections under the options COILInin in the catalog number. Example: CPI. WPR2 -BC. t4cg" or• igs BC Base Co ver CPL Threaded Coupling* NPL Threaded Nipple* WPR2 Weatherproof Duplex Receptacle ** WPRP Festoon Opening ** 5625 LABURNUM AVENUE RICHMOND, VIRGINIA 23231 PHONE: 804 -236 -0190 FAX: 804 -236 -0194 PO BOX 515 WICOMICO CHURCH 22579 PHONE: 804 -580 -2227 FAX: 804 -580 -3334 2 H tin re. to FL Z Z Z 0- iii W W f--1 Z g Z Q O Q U (n U U U 11.1 F- 1-- H © Z Z Z 0 0 0 U U U Cr fi cc W W W n., 4. n. O 0 O sr ~ tj ti Cf) © \ O W Lij 1-i lt7 M •-+ rr Z . t CU (r) fl- V O O Q r3 LL U H cc F-4 Z Z aeu0raa J ~ m U CL i- GD % W W C!1 jr U se tU CC 1'- H W d n > U J - O W W t- LL Cri cc U M U Q° Cr W to o W 3r. a H U pC C3 6j C9 CO I-- W /A A Cc Z L C3 Q t OC FW- Z F_ Z c, M `'' a W ® a flW/� > 0° �_ z I� H -i H Q cn °C `c W U O cn DRAWNG %i0. U 10 Email This Page Choose Different Pole Type Main Menu http : / /,�vwv. ,.kwiiidustries .coin /SubltiitSlieet2.asp 10/18/2010 Gairu Mount O_psn Mount GMT4 attachment for CXA OT Open Top GMT9 attachment for CXASQ OTC Open Top includes Pole Cap 10 YEAR WARRANTY 2PT10NS, There are numerous options that can be ordered, Please indicate these splections under the options COILInin in the catalog number. Example: CPI. WPR2 -BC. t4cg" or• igs BC Base Co ver CPL Threaded Coupling* NPL Threaded Nipple* WPR2 Weatherproof Duplex Receptacle ** WPRP Festoon Opening ** 5625 LABURNUM AVENUE RICHMOND, VIRGINIA 23231 PHONE: 804 -236 -0190 FAX: 804 -236 -0194 PO BOX 515 WICOMICO CHURCH 22579 PHONE: 804 -580 -2227 FAX: 804 -580 -3334 2 H tin re. to FL Z Z Z 0- iii W W f--1 Z g Z Q O Q U (n U U U 11.1 F- 1-- H © Z Z Z 0 0 0 U U U Cr fi cc W W W n., 4. n. O 0 O sr ~ tj ti Cf) © \ O W Lij 1-i lt7 M •-+ rr Z . t CU (r) fl- V O O Q r3 LL U H cc F-4 Z Z aeu0raa J ~ m U CL i- GD % W W C!1 jr U se tU CC 1'- H W d n > U J - O W W t- LL Cri cc U M U Q° Cr W to o W 3r. a H U pC C3 6j C9 CO I-- W /A A Cc Z L C3 Q t OC FW- Z F_ Z c, M `'' a W ® a flW/� > 0° �_ z I� H -i H Q cn °C `c W U O cn DRAWNG %i0. U 10 fl- V O O Q r3 LL U H cc F-4 Z Z aeu0raa J ~ m U CL i- GD % W W C!1 jr U se tU CC 1'- H W d n > U J - O W W t- LL Cri cc U M U Q° Cr W to o W 3r. a H U pC C3 6j C9 CO I-- W /A A Cc Z L C3 Q t OC FW- Z F_ Z c, M `'' a W ® a flW/� > 0° �_ z I� H -i H Q cn °C `c W U O cn DRAWNG %i0. U 10