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HomeMy WebLinkAboutPacket DP & ADLSMIKE'S EXPRESS CAR WASH, INC. DEVELOPMENT PLAN AND ADLS APPLICATION DOCKET NO. 040'10002 DP/ADLS Applicant: Attorney' Engineer' Carmel Plan Commission April 20, 2004 Mike's Express Car Wash, Inc. c/o Bill Dahm, President Telephone' (317) 580-8875 James E. Shinaver NELSON & FRANKENBERGER Telephone' (317) 844,Q106 Paul I. Cripe c/o Todd Bauer Telephone' (317) 842-6777 TABLE OF CONTENTS , 1. Explanation . o e Se Ge e ge e 10. Aerial photograph Colored site plan/landscape plan Revised black and white site plan Black and white landscape plan Revised colored building elevations for the automated car wash and self-service car wash facilities Revised black and white building elevations depicting building materials for automated car wash and self-service car wash facilities Revised colored renderings of Rangeline Road ground sign, Carmel Drive ground sign, and menu signs Colored renderings and photographs of other miscellaneous signage for the site Lighting plan, including cut sheets for reflectors to be utilized on pole lights H 5JanethMike' s\Carmel\TOC-PC 042004.doc EXPLANATION Mike's Car Wash, Inc. ("Mike's") is the contract purchaser of a parcel of real estate located near the southwest intersection of Rangeline Road and Carmel Drive. This site is currently the home of Carmel Car Wash, and the common address is 1250 South Rangeline Road. Mike's desires to demolish the existing buildings on the site and replace them with a new automated car wash facility, as well as a new self-service facility. In order to do so, Mike's is seeking architectural design, lighting, landscaping and signage approval, as well as development plan approval. Mike's appeared before the full Plan Commission on February 17, 2004. Thereafter, Mike's appeared before the Special Studies Committee on March 2, 2004 and again on March 30, 2004. At the Special Studies Committee hearings, Mike's addressed questions by Committee members regarding the location of curb cuts for Rangeline Road and Carmel Drive, a desire for revised building materials for the car wash facilities, and revised building materials for the ground signs and menu signs to be utilized on the site, as well as questions regarding the other types of signage which would appear on the site, and a desire to implement reflector lenses on the pole lights that will be utilized on the site. Based on certain revisions and changes to the proposal, the Special Studies Committee made a unanimous favorable recommendation in support of the proposal and has forwarded the matter back to the full Plan Commission for its review and consideration on April 20, 2004. Both before and after the Committee meetings, Mike's and its representatives met with the Planning Staff, the Department of Engineering, and Les Olds, the Director of Redevelopment. The City Engineer has approved and consented to the redesign of the curb cuts, and our understanding is that the proposed landscape plan has been reviewed and approved by Scott Brewer. Further, the revised construction materials for the buildings, ground signs, and menu signs reflect changes based on meetings with Staff and Les Olds and their comments and suggestions regarding the same. Mike's asserts that the revisions to the design of the buildings and signage work to achieve the goal of redeveloping this real estate in a manner which is consistent and compatible to the other changes along the Rangeline Road Corridor, as well as the Monon Trail area. We look forward to presenting these final revisions to the full Plan Commission at its April 20, 2004 meeting. HSJanethMike's Car Wash\Carmel\Explanation-PC 042004.doc 0 Z Z IT! OARMEL DRIVE 1-800-382-5544 1-800-428-5200 /VORT'/-/ Scale 1'-20' ENLARGED PLANTING PLAN NORTH Scale ENLARGED PLANTING PLAN NOR?H Scale 1',,10' eee~e~e ; ~ .~' ! ............ ............ MO1 , 01105/04 0030407-20000 l · -,.--. ,.-..t AUTOMATED CARWASH FACIUTY (SEE ARCHITECTURAL PLANS FOR DETNL) f · '.-, :::;k;;. I ,,,,," u-:ri' ¢~:!! ::: ~.':4:';~:'..::'¥?:",';. i;-:C. ~lt!F:Wf SITE WORK Gi~IERAL NOTES AND BPECFICAllONS NOTICES AND PERMITS 1. THE CONTRACTOR SI'IALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING, THAT ALL PERMITS AND APPROVALS ARE OBTNNED FROM THE CI'PI' OF CAR&IEL COUN1Y, AND STALE AGENCIES PRK:)R TO STARTING CONSmUCTK)N. 2. If SHALL BE THE CONTRACTORS RESPONSIBILITY TO DEIER&ltNE THE EXACT LOCATION or EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING CONSTRUCTION. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY FOR NOTIFICATION AND COORDINATION OF ALL CONSTRUCTION WITH RESPECTIVE UTILITY COIdPANIES. 4. IT SHALL BE THE RESPONSIBIUTY OF THE DEVELOPER AND CONTRACTOR TO MAJNTAIN QUALITY CONTROL THRI:XJCHOUT THE PROJECT; FAILURE l.O O0 SO MAY RESULT IN REMOVAL AND REP~E&lENT OF THE DEFECTIVE WORK. iT IS RECOM&IENDED THAT THE DEVELOPER HAVE A OUAUF1ED INSPECTOR ON THE JOB SITE AT ALL TI&lES DURING CONSTRUCTION. 5. Il' IS ESSENTIAL THAT THE WORK TO BE DONE IN CONJUNCTION VATH THIS PROJECI' SHALL BE INSTALLED ACCORDING TO THESE SPECIFICATIONS. THE ENGINEER WILL BE REQUIRED TO CERTIFY TO CERTAIN PORTIONS OF THIS PROJECT UPON CO&IPLEIlON. THEREFORE, If IS NECESSARY TO OBTAIN APPROVAL AND ACCEPTANCE BY THE CITY AND STATE THAT CONSTRUCllON WAS DONE IN COMPLIANCE WiTH THESE PLANS AND SPECIFICATIONS. 6. ALL QUANllT1ES GIVEN ON l.HE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESI1MATES AND SHALLBE CONFIR&IED BY THE BIDDING CONFRACIOR. 7. OCCUPATIONAL SAFELY AND HEALTH ADIdlNISTRAI.ION (OSHA) STANDARDS FOR EXCAVATIONS. FINAL RULE 29 CFR PARl. 192§, SUBPART 'P' APPLIES TO ALL EXCAVATIONS EXCEEDING FNE (SI Fm ~N DEPTH. 8. EXCAVATIONS EXCEEDING TWENTY (20) FEET IN ~TH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 1. ALL R/~II AND STRFFT DIMENSIONS SHALL BE &IF. ASURE:D TO BACK OF CURB. ALL DIMENSIONS TO THE BUILDING ARE TO THE OUTSIDE OF QUILDING FOUNDATION WALL. 2. ALL PAVEMENT AND/OR CURB RAOII TO BE FIVE (5) FOOT UNLESS OTHERWISE NOTED. 3. BEARINGS, DIMENSION5 AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT INFORMATION. 4. SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDING5 AND BUILDING DI&IEMSIONS. 5. ALL PARKING AREAS TO BE CURBED WITH STRAIGHT CURB AS SHOWN. 6. ALL PARKING SI.ALLS SHALL BE 10' X 20'. PARKING STALLS ARE DIldENSIONED TO THE FACE OF CURBS. 7. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPUCABLE LOCAL STANDARDS. 8. SEE UTILITY RAN FOR SANITARY ANO STOR&I STRUCTURE LOCATIONS. g. SEE SHEETS C202. C402 AND C502 FOR DETAILS REFERENCED. PROJECT DATA, PROJECT ADDRESS 1250 SOUTH RANGE LINE RC)AO PROJECT AREA 2.1.t ACRES REGULAR PARKING SPACES go ACCESSIBLE SPACES TOTAL PARKING SPACES 92 CARMEL ORNE 165.05' OF FRONTAGE RANGE LINE ROAD 1~12.06' OF FRONTAGE BUILDING AREA 5250 SF No. OF EMPLOYEES 4 PER SHIFT Pl~31mO~ I:~N811qUC110N BUILDING 5EIBACK UNE EASEMENT UNE RIGHT-OF-WAY CE~NE ~ FENCE ...... ~ ............... -lC ............... ~ .... GUARD RAIL I I I I I PARKING SPALT. S PRO&qDED ~ KEY NOTE DESCRIPTION (~ PROPOSED CONCRETE PAVEMENT (SEE DETAILS PV-56 AND PV-33) (~ VACUUM ISLANO (SEE ARCHITECTURAL PLANS) STRAIGHT CURB (SEE DETAIL PV-18) (,,?,~ PROTECTIVE POST (SEE OETAIL MI-3) (~ PAVEMENT MARKING (S'[E BE'INL TR-6) CURB ENO TRANSITION (SEE DETAIL PV-7) vALI_FY OUTTER (SEE DETAIL PV-JC) DU&lPSlER ENCLOSURE (SEE DETAIL ST-17) <~:> SIGN (SEE: ARCH~CTURAL PLANS) &IOOULAR 8LDCK RETAINING WALC KEYSTONE RETAINING WALL SYSTE&IS OR APPROVED EOUNALENT. ENGINEERING ANALYSIS AND DESIGN OF THE RETAINING WALL SYSTEM TO BE PROVIDED BY THE RETAINING WALL SYSl'E&l MANUFACTURER/SUPPLIER AND CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER LICENSED IN ll~E STATE OF INDIAI~k CONCRETE SIDEV~ALK REPLACEMENT PER CITY OF CARMEL STANDARDS. SPECIn~TI~S ~D ~O~PED ~ESSI~E P~KING ~ (~E ODNL Ul-~) ~O~P~ ACCESSIBLE P~KING (5~ ~NL ~-12) ~ STR~NC (SEE ~TNL TR-4A) UlKES ~PR~S [NT~ S~N oeoeo®e o<~'~ CERrlFI~ ~: C201 0030407-20000 lO®ieee "~! CARMEL DRIVE ~~ ~ ~ "'~ ~ " ~ ENLARGED PLANTING PLAN 8a~le J'-lO' ' SEE EN~ROED ~ I j~~: ~LPEREBNIAL~ , ............... ~~ ~ ,~- ~'~ /~ ~ ~' ~ ~~ P~NTINOP~NLS-2 'Jl-BOULDER~"?~~' ~-PAH ~ I ~ "~I~. "~:~L~':=, /~% ~ /'7 .......... ~. '" ~ : NORTH "["~. -~' ../ .:. ~.~.~ . ~- ~' ENLArgED PLANTIN~ PLAN :,. , .,,.., 'i: "Il"; ;, -"~ ", '.~ r: it i~ NORTH Scale 1%20, Souln (3 ] ?l XI~2-32tK~ MAW CLH 'rRB L101 01/05/04 0030407-20000 NOllVA::I"I 3 HI, ON o ~ © © NOIIVA3"]3 HIflOS Ecj9~:O' i.: I, SOUTH ELEVATION EIFS SYSTEM PROFILED CORNICE DOUBLE SOLDIER COURSE IRON WORK ACCENT INSET ACCENT BELT COURSE STANDING SEAM METAl ROOF SUB-DiViDED GLAZJNC PANELS LIGHT COLORED FRAMES CUT STONE BASE wiTH BULLNOSE WATEIRTABLE DETAIL f { STYLIZED WALL SCONQE FIXTURES SEE baR(OER SCALE ELEVATIONS p~ o 0 0 Z LaJ Z Z Q~ Q_ X MJ EAST E LE VATiON WE ST E LE VATION ~ ~T ELEVATiON EAST E LE VATiO fl !10RTH E LE VATION 0 0 © 0 C~ 0 0 0 VAC. ISLAND SIGN PROFILE EXIT SIGN MENU SIGN RANGELINE SIGN CARMEL DRIVE SIDE ELEVATIONS FRONT ELEVATION I o L1 ij L] FI L] i-J ~OUTH ELEVATION L] i~ Ll FI Z1 [--J NORTH ELEVATION I'-,-. o ,ci- o i,,,'-) r'"'"a Z LL,.I Z Z SOUTH ELEVATION NORTH ELEVATION MATERIAL S LEGEND Q PRE FINISHED STANDING SEAM METAL ROOF AN313 DARK BRONZE COLOR INSULATED SKYLIGHT AND WALL PANEL. EIFS CORNICE DETAIL PRE FINISHED METAL ACCENT FABRICATION. ALUMINUM STOREFRONT SYSTEM- SEE FRAME ELEVATIONS. MODULAR FACE BRICK WITH 1/2" INSET BELT COURSE(S). BELDEN ST. SIMON NUTMEG COLOR WITH NATURAL COLOR MORTOR. DOUBLE SOLDIER COURSE TOP OF WALL OVERHEAD COILING DOOR. LIGHT FIXTURE- SEE ELECTRICAL. LOUVER- SEE MECHANICAL. WINDOW DECALS CUT STONE WALL BASE WITH BULLNOSE WATERTABLE DETAIL BUCKET WELL WITH STAINLESS STEEL COPING. SEE 4/A201 8"¢ CONG. FILLED, PROTECTED STEEL BOLLARD TO 36" ABOVE GRADE. FOOTINGS & FOUNDATIONS SEE STRUCTURAL OWNER PROVIDED COIN Gl-lANCERS (THROUGH WALL-PROVIDE LINTEL) CUT STONE WALL CAP. SLOPE TO INSIDE OF ENCLOSURE ENCLOSURE GATE BY OTHERS. COORDINATE WITH OTHERS BOX OUT FOUNDATION FOR FLOOR HEAT MANIFOLD BOXES. (COORD. W/ OWNER) FRP PANL OVER CMU CAST BRONZE "COW TONGUE" SCUPPER OUTLET. POTENTIAL WINDOW DECAL LOL'ATION eeeeeeee eeeeeeee ~ _ i- x Z X ~ Z I NOI.LVA3-13 H.i.~ION NOI.LVA=I-I=I/S=IM r 1 E-'~ L1 J L ........... J NOI.LVA3-1=I ISV=I NOI.LV^:I-I:I NOIJ.VA:I-I:I .LSV::I ............. I I I I 01 I t 1(31 I II II I II [ II It I I I II II I L /Z_Jl__II__LJ L__LJUU L_J_JI II__1 / CJ. OPEN OPEN OPEN L CJ. OPEN OPEN OPEN OPEN [--] SOUTH ELEVATION OPEN TYPICAL NORTH ELEVATION z eeeeeeee Carmel Rangetine Mike's s/de street ID: 45.00m Scale: 1/2" ~ 1~0'' C~rm~l Carmel Dr. Mike's s/de street ID: 39.75m Sca/e: t Singi~ face lighted Menu sign'-15,82~ Carmel Scale: Single face lighted Ticket Book sign'-tS.82~ I u .~ u "~ I .... ~1 ~ ~ ' ~' ., ,., ____..,,._ .................. .,... .... ..... &, el &, &, &l ~ ~ i.j. ~u ,~ ~l, ~. ~1IL1 ~ ~~ ~e ,m : : / " ~ '~ ~ ' ~ ':~ i~ ........ ~ ~,.,: ~ ~. ., ~,~.. .~ ~ , ~ I ,.~..~.. .i .......... ~~ ~. ,~ ........ .,! ,~ . ., ~, - ,, -~: ~ ~ - ~, ~ ........ ~ ...........~.~. ..... ¥-~, . ..... I I' '~: ~' u ~, ,., . [ '[/,' ~ , L-rP~,SS'~ - -" ' ~ · ~ ~1~ ~ .... ~' ' ' : ,' ~. ~.-~~ ............ ~ ":""=:-~'~Z':~'~~~'_::: ....... ~ '1~'~~~ ~: !' ''~' ~ ~' "~''~ 'i '~ ', ':~ '--~'~ ......... ~a~'~ ........ 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'~:7~::~:~'~FP'R ' ~ .... :, iNFORMATION'......: (AccessorY-are field, installed):' :.':..:::'~::.-.: ~ ~:~:: ~? :::~:::~'~:: ::.. ::.::?.:~-:.':.::..::.;~: : :::: :?::::::?: ..:.....~ ::::::::::::::::::?:::::: ..::.?.. · ..... ?.....::.. ..........: :.........:.. :: ::....... :...: . .....:. '.. ~:.. :. :::.. ; .. .... - . :~..: :...- :?-..?..:.: ......:......:::~. :.:..'. . . :: :-. . .. :...:::.? ~:. :. ,.~2~3LSltndustries Inc. 8/'1!03 : . . . . .. .. STEEL SQUARE POLES SQN - 2-3/8" O.D. x 4-314" Tenon SQBO - Bolt-On Mount, 2-Bolt Pattern SQP - Square Pole Top 14'-39' SQl- No Mounting Holes SF- Single Flood Pole Preparation Optional Base Cover Projecti~ (4) Anchor Bolts Foundation By Other ©2003 LSI Industries Inc. 8/1/03 STEEL SQUARE POLES Steel Square Poles from LSI Lighting Systems offer durable aesthetics to enhance your specified lighting design. For a look that lasts, specify LSI poles. SPECIFICATIONS POLE SHAFT Pole shaft is electro-welded ASTM-ASO0 Grade C steel tubing with a minil-num yield strength of 50,000 psi. On Tenon Mount steel poles, tenon is 2-3/8" O.D. high-strength pipe. Tenon is 4- 3/4" in length. Straighl. poles are 4", 5", and 6" square. HAND-HOLE Standard hand-hole location is 12" above pole base. Hand-hole size is 2"x 4". Poles 22' and above have a 3"x 6" reinforced hand-hole. BASE Pole base is ASTM-A36 hot-rolled steel plate with a minirnurn yield strength of 36,000 psi. Two-piece square base cover is optional. ANCHOR BOLTS Poles are furnished with anchor bolts featuring zinc-plated double nuts and washers. Galvanized anchor bolts are optional. Anchor bolts conform to ASTM-A36 with a minimum yield strength of 36,000 psi. GROUND LUG Ground lug is standard. DUPLEX RECEPTACLE Weatherproof duplex receptacle is optional. GROUND FAULT CIRCUIT INTERRUPTER Ground fault circuit interrLJpter is optional. FINISHES Each pole is finished with LSI's DuraGrip~ baked-on polyester- powder finishing process to give the pole an exceptionally attractive appearance. The process electrostatically applies and STEEL SQUARE POLES thermally fuses a polyester powder POLE SELECTION CHART (4", 5" and 6" steel square poles) to the pole. This unique protec[ion Height EPA F Outside Material Boll process provides an extrem_ .~ 70 MPH 80 MPH 90 MPH 100 MPH Dimensions Circle 14' 23.3 16.7 12.2 g.0 4' S'11G B 16' 18.6 13.1 9.3 6.5 4" S11G B 16: 34.6 25.0 18.5 13.8 5' S11G C 18' 14.4 9.1 6.5 4.2 4' S11G B 18' 27.9 '1.9.7 14.1 10.'1 5' S 11 G C 20' 110 7.0 4.2 2.2 4" S11G B 20' 18.7 '! 2.8 8.8 5.9 4" S07G B 20' 22.5 15.4 10.5 7.0 5" SllG C 20' 35.5 25,4 18.4 13.4 5' S07G D 22' 10.4 6.3 3.4 1.4 4' SllG B 22' 18.7 12.6 8.4 5.4 4' S07G B 22' 20.8 13.8 8.9 5.§ 5" SI'IG C 22' 34.0 23.9 17.0 12.0 5' S07G D 24' 7.1 4.0 1.5 -- 4' SllG B 24' 15.1 9.7 6.0 3.3 4' S07G B 24' 16.7 10.5 6.2 3.1 5' S'l 1G C 24' 22.5 14.9 9.7 5.9 5' S11H* D 24' 28.6 19.6 13.4 8.9 5' S07G D 24' 46,2 32.6 23.2 16.6 6' S07G J 26' 5.3 2.1 -- -- 4' S'I1G B 26' 12,0 7.2 3.9 1.5 4' S07G B 26' 13.2 7.6 3.8 '1.0 5' SI'IG C 26' 24.0 15.8 10.3 6.3 5' S07G D 26' 39.6 27 3 18.9 12.9 6' S07G J 28' 199 12.5 7.5 3.9 5' S07G D 28' 33.9 22.7 15.1 9.6 6' S07G J 30' 16.3 9.6 5.0 1.7 5" S07G D 30' 28.8 18.6 11.6 6.6 6" S07G J 35' 18.3 10.0 4.3 ~ 6' S07G J 39' 11.5 4.3 ~ ~ 6" S07G J I smooth and uniform finish which withstands extreme weather changes without cracking or peeling. DuraGrip finish features a two-year limited warranty. Standard finish colors available for poles are bronze, black, platinum plus, buff, white, and green. Optional Dl. lraGrip* Plus reatures added protection with a 3.0 to 5.0 mil thickness of polyester-powder finish plus an inner coating. This specially developed inner coating is a thermal plastic hydrocarbon resin applied to the inside of the pole to seal and protect against atmospheric and corrosive matter. DuraGrip Plus finish features a five-year limited warranty. Refer to EPA data on next page tor complete EP, A int'ormation. '"H" denotes high yield steel (70,000 psi). If lumina:re total weigh! exceeds 250 pounds, consult factory. Follow these steps to determine the luminaire/pole combination for your application. · Select luminaire from Luminaire · Refer to Luminaire EPA Chart · Select MPH to match the wind speed in Ordering Informatiorl. to determine EPA value, the application area. · Select bracket configuration. · Select Height of pole. · Confirm the pole EPA that is equal to or exceeds the luminaire/bracket EPA as was previously determined. 10000 Alliance Road · Cincinnati, Ohio 45242 · (513)793-3200 FAX (513)793-0147 · www.lsi-industries.com STEEL ,, .... BOLTCIRCLE ~-~qu~re s" squ~re S" squ~re ~o-~" ""'1 po-~r s..i po-~ /// /' ~1" 8oli Circle,, ~'? //B // 11' 6olt Circle '~//// C 11" Bolt '~ir~Je~// ///~ 12" Boll'X"Circle.¥./j / // SQUARE POLES .... 6" square ~'--12" sq.----~ Slotted Slotted Slotted Bolt Circle B" to 1 l" 9" to 11" 9" to 11' 12' Anchor Bolt Size 314' x 30" 314" x 30" 1" x 36' 1" x 36' Anchor Bolt Proiection 3-1/4" 3-114" 4" 4" Base Plate Opening for Wireway Entry 3-5/8" 4-3/4" 4-5/8' 5-5/8" Base Plate Dimensions 10-'118" sq. x 3~4" thk. 10-1/8" sq: x 3t4' thk. lO-l/B" sq. x 1' thk. '!2" sct. x 'i 118" thk. Note: Base plate illustrations may change without notice. Do not use for setting anchor bolts. Consult factory for tl~e base plate templates. i .... ORDERING INFORMATION Select appropriate choice from each column to formulate order code. Refer to example below. Pole Series Z-Bolt Pattern 4SQBO 5SQBO 6SQBO Square Pole for Pole Top Mount 4SQP 5SQP 6SQP Square Pole for Tenon Mount 4SQN 5SQN 6SQN Square Pole (No mounting holes No pole top caps) 4SQl 5SQl Material SllG .- 11 Ga. Steel S07G - 7 Ga. Steel SllH - 1'1 Ga. Steel Consult pole selection chart on opposite page. iConsult pole selection chart on opposite page. ii t !, Height 14' 16' 18' 20' 22' 24' 26' 28' 35' 39' EXAMPLE OF A TYPICAL ORDER 1- See Area Lighting Brackets Section. 2- See Flood Lighting Brackets Section. I 5SQBO i II ACCESSORY ORDERING INFORMATION (Accessories are field installed) Description Order Number 4BC - 4" Square Base Cover 122559CLR 5BC - 5" Square Base Cover 122561CLE 6BC - 6" Square Base Cover 122563CLR ER2 - Weatherproof Duplex Receptacle 122566PLT GFI - Ground Fault Circuit Interrupter 122567PLT MHP - Mounting Hole Plugs (3 plugs standard) 132336 Vibration Damper- 4" Square Pole 172539 Vibration Damper- 5" Square Pole 172538 Mounting Configuration Pole Finish S - Single/Parallel D180' - Double D90' - Double DN90' - Double T90' - Triple TN120' - Triple QgO' - Quad QNg0' - Quad PT- Pole Top Mount BRZ- Bronze BLK - Black PLP - Platinum Plus BUF - Buff Writ - Wl~ite GRN - Green N - Tenon Mount (Standard tenon size is 2" pipe) I - For use with internal Slip fitter~ S07G 24 D180 PLP i i i L II III ,, DRILLING LOCATIONS Side "O" ,'~ , "B" !1,', I Side "A" (Hand-~le Side) Options GA - Galvanized Anchor BolLs SF - Single Floodz DF - Double Flood2 DGP - DuraGrip':? Plus LAB - Less Anchor Bolts Standard SF and DF pole preparations are located 314 of the height of the pole from the base, unless otherwise specified. ii SF DGP i i Sides A B C' ' D Uand.hoie" ---~ ............... Sing!e.. X D180' X × D90' X X T90' X X X TN120'' X Q9o' X x X X _ Sin§le FBO X Double FB0 X X ,, , *Other ~o locations will be 120' to the le,~t and right of Side A~ Note: Consult factory for custonl variations. Standard SF and DF pole preparations are located 3/4 of the height of the pole from the base, unless otl~erwise specified. All LSl Lighting Systems' poles are guaranteed to meet the EPA requirements listed. LSI Lighting Systems is not responsible if a pole order has a lower EPA rating than the indicated wind-loading zone where the pole will be located. Caution: This guarantee does not apply if the pole/bracket/ fixture combination is used to suppod any other items such as flags, pennants, or signs, which would add stress to the pole. LSI Lighting Systems cannot accept responsibility for harrn or damage caused in these situations. Note: Pole calculations include a 1.3 gust factor over steady wind velocity. Example: poles designed to withstand 80 MPH steady wind will withstand gusts to 104 MPH. EPAs are for locations 100 miles away from hurricane ocean lines. Consult LSI for other areas. Note: Hurricane ocean lines are the Atlantic and Gulf of Mexico coastal areas. For Florida applica,t, ions -;,,cgnsu!t [actor/,. , ............ ............................................ ©2003 LSl Industries Inc. 8/1/03