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WA9302-SP 951010c I K FINKL SH ME , JACOBS & CONSULTING ENGINEERS DALLAS, TEXAS Date: October 10, 1995 un Corporation Eleven al Road Wakefield, 01880-1292 .\ Re: City of Coppell Village Parkway Ground Storage Res. No. 2 We are transmitting herewith 4 copies of the submittal data furnished by you. These copies have been reviewed and marked as follows: Submittal No. No. of Copies 2D 4 2D 4 2D 4 14 4 No Exceptions Dwg. Description Taken Rev. Natgun Drawings 6 OF 77 XX Rev. Natgun Drawings 38 OF 77 XX Rev. Natgun Drawings 39 OF 77 XX Light Fixtures Rejected Explanation Make Revise Submit Corrections and Specified Noted Resubmit Items Remarks: As, a reminder, we have not received the flap valve drawings that were missing in Submittal No. 3. By copy of this letter returning 2 copies of the we are submittal to Mr. Larry Davis, City of Coppel By: Checking of shop drawings by Shimek, Jacobs & Finklea is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Any action shown is subject to the requirements of the plans and specifications. Contractor is responsible for: dimensions which shall be confirmed and correlated at the job site; fabrication processes and techniques of construction; coordination of his work with that of all other trades; and performing his work in a safe and satisfactory manner. p.O. B,<:)X 540606 DAJ_I_,e,~$, 'T'E:~ 75354--0606 SUBH I TTAL DATA DATE: SEPTEHBER 15, 1995 PROJECT: VILLAGE PARKWAY GROUND STORAGE RESERVOIR No. 2 CO~PELL, TEXAS ENGINEER: CONTRACTOR: ELECTRICAL CONTRACTOR: SHIHEK, JACOBS & FINKLEA CONSULTING ENGINEERS DALLAS, TEXAS 3200 HAIN ST. DALLAS, TEXAS NATGUN CORPORATION ELEVEN TEAL ROAD WAKEFIELD, HA ABLE SERVICE COffiPANY ITEffi: LIGHT FIXTURES CHECKED BY: ~ DATE: 95 .......... D NO EXCEPTION TAKEH ~ MAKE CORRECTIONS ~ REJECTED ~REVISE AND RESUBMIT. D SUBMIT SPECIFIED ITEM Chec~in~ is only for ~eneral conformance with the design cnncep~' of the pro.:ect and ~eneral compliance w;~h information ~iven in the contract documents. Any ac,'.ion shown is subject to the requirements of the plans and specifications. Contractor is responsible for: dimensions which shall be co~irmed and correlated at the job site; fabrication pr~esses and techniques of construction, co- ordlnaUon of his work with that of all other ~ades and ~dormln8 his wo~ In a safe and .Usfac~W manner. IMEK, JACOBS & FINKL ~NSUL~NG ~GIN~ ~. ~ 'I"' ! i .... T?i'i'E II& III LUMINAIRE DI:.i/INEUGHTING A1-14 It PCR 1628A-250HPS-120V ULn CSAa f loin 254 mm & 425 mm m: 10in 28~/2in 254 mm '* 724 mm APPUCATIONS · Roadway Lighting · Parking Lots · Auto Display Lots , Sports Lighting , Recreation Areas · Shopping Malls DESCRIPTION · A superbly engineered lighting fixture combining weathertight construction of extruded aluminum housing with precise, efficient light control from optically designed reflector. · One- piece hydroformed reflector, mechanically and electro-chemically polished and sealed, cannot be misaligned, as with a segmented reflector, thus ensuring permanent design performance. · Optical system may be specified for either Type II or Type III medium distribution. · Types II and III luminaires in square housings to match the MKV housing illustrated on pages A1-12 and A1-13. OPTIONS Suffix Triple arm at 120*--substiMe for "C1 ' on PCR 1628C1 (Tenon mount only) C Double arm at 90°-substitute for "B" on PCR 1628B B,1 Wall bracket mount--substitute for "A' on PCR 1628A E House side shield HS Tenon mount--instead of bolt-on arm TE Standard distribution is Type III for Type II DIST2 Pho(ocdl I~ug--l~s~lock. ~ sho~n9 cap I~ Fuse--HPM~l<TK--!ine and common. 480V F~' Poh/ca~bonate lens shie~l t~X T~n adiustable a~m--PCR ~ e2~8 only BI~$ Adjustable km~l~e--ins~ad of s~anda~d To orde~ op~ms. apl0end de~md suffix to Catalog A 1-t4'DEViNE LIGHTING TYPE i l .ii LUiVIINaIRE - FEATURES ............. : ............................................................... HOUSING: Extruded aluminum sides with mitered corners, internally welded, inletlocked and eirK~one sealed against moisture, dirt and insect. Internal longitudinal ribs provide a rigid structure for mounting mrectot a~l etectrica/com~ Numinum top plate is peaked for increased strength. OPTICAL SYSTEM: Optically engineered, one piece, hydro~ormed reflector fabricated from 3003 aluminum alloy ~ type 1175 tttoy cladding on ~sur~c~Sur~aceism~ch~nical~yp~iished~brighten~d~n~diz~dandse~edt~prev~nt~xida~k)n~p~icaltrainmaybespeci~dt~pr~vid~ ANSI Type II or Type III medium distribution. (Type III is standard if rKX s~.) SOCKET ASSEMBLY: Mogul base, porcelain, nickal ptated copper screw shell with spring loaded center contact and with "Laml:~-Grip" to ~ wind vibration from loosening the lamp. BALLAST: Mercury Vapor and Metal Halide-C'rWA, HPF. H.P.S. (150W)--High Reactance, HPF for 55V lamp. H .RS. (250W & 400W)--Constant Wattage, HPF. All ballasts are for standard voltages 120V Ihroagh 480V. All ballasts am rateS for -20"F (-29'* C) staffing. Ballasts are mounteS on a hingeS, removable tray and with *'Q~ick-Connect" wire connectors LENS ASSEMBLY: Rigid, extruded aluminum frame, gasketel to housing, secureS with captive s.s. fasleners. Frame is hinged !o housing, swings lully olden and is retained by two mechanical latches which are easily released without tools lor removal. Lens is impact and thermal shock resistant, clear, tempered glass secured in frame with flexible extruded PVC gasket. ARM ASSEMBLY: 3" x 5' square extruded aluminum in configurations to provide single, dcuble, tdple or quad clusters. Bolt-on-arm is slandard. Optional Tenon mount (TE) or adjustable knuckle (KNU) also available. FINISH: Standard linish is "THERMOTEX"e textured dark bronze. U.L. listed for wel location, C.S.A. listed. POLES: Selection ol square, round, cruciform or special poles illustrateS in catalog Section AS. INSTALLATION PHOTOMETRIC DATA · .. ; STATES ONEI:~SK]NDIUVli MISSOURI 64116 PHONE (816) 221J)440 CANADA 2126 32ND FHONS (514) 633-0~0t Square Straight Steel 4', 5' o~/~ Shaft Width, 10' to 40' Mounting, Only 4' Accepts KKS Series Luminaires (PT) Ordering Information: See page 218. TECHNICAL INFORMATION iPAiltaiwttk!3led Needed nNwneng Pole Shah Wd Catslee helen SiNGaches Thickness 79 1O 90 Numlw ff,tl xfeetl retches) mpl) mph mph mph S$5164C 10 Uxl~0 ILI25 43J 3l~ 25.6 1~5 $SSIZ4C 12 4~)x12.0 0.125 35.5 255 20.4 14.5 SS$144C 14 4~)x!4~ 0,125 25,4 20.5 'I6.S SS$164C 16 4~)x10.0 0,125 19.8 13.5 10.7 7.5 SS$184C 19 4~}xl0.0 0.125 16.6 II.0 8.5 5.5 SS$~4C 20 4.0x2~0 0.125 13.9 9.5 6.7 4.5 SSSfe4G 20 4.0x20.0 0,188 21,8 15,1 11.4 8.0 SSS205C 20 5.0x20,0 0.125 23,7 16.8 12.18.8 SSS20H 20 5.0x20.0 0.1j8 36,7 24.5 20.0 14.5 SSS 25 46 25 4,0 x 25.0 0.125 15 4.7 2.8 $SS 3546 25 4,0 x 25.0 0.188 15 9.5 6,7 ,3.5 SSSZ55C 25 5.0x25.0 0.125 15.7 10.4 6.6 4.0 SSS255G 25 5.0x25.0 0.188 25.3 16.5 12.9 8.5 SSS 20 5C 30 5.0 x 30.0 0.125 10 5,5 2.4 -- SSS3056 30 5.0x30.0 0.188 18.7 s2.1 7.6 4.4 SSS2066 30 6..0x20.0 0,188 30 18.0 13.7 7.5 SSS3556 35 5.0x35.0 0.188 11.5 5.5 2,8 -- SSS356G 35 6.0x35.0 0.188 19.6 10,5 6.9 2.5 SSS 39 6G 40 6.0 x 39.0 0.188 14.5 7.5 3,1 -- Be ANmjmte M&t Circle OoltSlze dlpweight weieht (inches) kxitxbd Ipwmbl 300 8-I/2 Nx18x3 96.7 300 8-1/2 ~4x18x3 109.6 300 8-1/2 ~4x18x3 122.5 300 6-1/2 t4x18x3 135.4 300 8-1/2 tix18x3 148.4 300 8-1/2 tlx18x3 161.3 300 8-1/2 tlx35x3 225.S 300 10--12 I x20x4 164.3 400 16--12 I x36x4 233.7 300 8-1/2 tixlBx3 200 300 8-1/2 tix30x3 273,6 300 10--12 I x35x4 224.2 400 10--12 1x35x4 353.5 300 16--12 lx35x4 260.8 400 10--12 lx36x4 413.4 400 11--13 !x35x4 496.2 400 16--12 1 x 36 x 4 473.2 400 11--13 1 x35x4 568.8 400 11--13 1x36x4 626.9 NOTES: Mounting Arrangement: (FT) Only 01346 Top 4" pole accepts KKS; IT20) 2-3/8' O.O. (2' NPS) Ofi~ Mounting: (DMlg) 1 fixture at 90; (DM28) 2 fixtures at 180' Options: See page 224. Brackels: See page 225. Pole Data Shaft Bolt Bolt Anchor Warehouse size circle projection Base Bolt Anchor Bolt Template at base A B square description description number 4'C 8-1/2" 2-3/4'-4' r ABSSS4C AB18-0 P J50004 4'G 8-1/2' 2-3/4'-4' r ABSSS4G AB30-0 PJ50004 5' lr-1~ 3-3/8'-4' 11' ABSSS-5 AB36-0 PJ50010 6' 11'-13' 3-3/8"--4' 12-1/2" ABSSS-6 AB3~ 0 PJ50011 4' Shaft 5' and G' Shaft · , '-:;::::' ,' ""'~ , . A f_.,~UTHONIA UGHTING pbcemeotduetofai umtouse Ljthodebct~ytemplde~ S. SS Specifications Sbafl:Weldabfegrade(ASTMA-5(X)Grade B) hot-rolled commercial quality carbon steel tubing with a minimum yield of 46~00 psi. Uniform wall ~ickness of .125' or .188. Shafts are one-piece with a longitudinal electric resistance weld. Uniformly square in cross- section with fiat sides, small coroer rod~ and. excellent torsionat qualities. Available shaft widths are 4, 5 and 6 inches. Anchor Base: Fabricated from hot-rolled carbon steel plate that meets or exceeds a minimum yield strength of 36,000 psi. The anchor base is provided with round holes on 4'; slotted holes on 5' and 6' poles. Anchor Bolts: Top 12' galvanized per ASTM A-153. Made of 3/4' or 1' diameter sled rod having a minimum yield strength of 50,__reX) psi. Grounding: A ground lug located immediately inside the handhole is tapped for 1/2-13 UNC ground bolt (by offiers). Handhole: Reinforced 3'x5' handhole is cen- tered lr above the base. Cover and attach- ment hardware furnished. Hardware: Stainless steel. Top Cap: Weatherproof, high-strength plastic cap is standard. .. finisle Standard finish is dark bronze polyes- tar powder painted. Optional polyester pow- der painted finishes available. Base Cover:. Automotive grade ABS plastic fu~ cover finished to match pole. ately to prevent mining. If 0 EL 484.25 INSIDE 01AMETER - 185'-0'/~ fiNISH FLOOR EL 453.00 ~--EL 451.50 ~"-24" OlA. REINFORCED CONCRETE PIERS SEE DWG. 1.10 FOR PIER LOCATIONS ~ NO EXCEP1 .,..,4 TAKEN [] MAKE CORREC'~ t~;'~. :..'. :L.. [] REJECTED [Z] REVISE AND RESUBMIT [] SUBMIT SPECIFIED ITEM "Checking is only for general conformance with the desinn concept of the proiect and general compliance wi:h 'h Information given In the contract documents. Any ac.:io. shown Is subject to the requirements of the plans an." spedflcatlons. Contractor Is responsible for: dimensions which shall be confirmed and correlated at the job site; fabrication processes and techniques of construction, co- ordination of his work with that of all other trades and p. erformlng his work in a safe and satisfactory manner. SHIMEK, JACOBS & FINKLEA CONSULTING ENGINEERS DALLAS, TEXAS ~. T/elk I T~3~: IqI'~" 0 16 R~Q'D SEE DWG. 20.00 NOTES: 1. RE:FER TO CONTRACT DOCUMENTS FOR DETAILS AND INFORMATION CONCERNING TANK BASE PREPNtATIO N, 8ACKFILUNG, AND SITE GRADING. BY OWNER. ~._.~ I(-1'(-P I ~/'I ~ iii,I Informration contained 'hereln Is the property of I~tgun C, mIN~mtlen, end my ,T.~i lEVi] ~,, ~ ~'/~""~,~ f;: clul=lcatecl. In whole or in part. u~ed fer olher than Intwnl review ~ or ~ ~ ~ B ~ ~ ~ to other,, ,mhout the prior expreu wdtten pemUulon of ~tOun ~S'plik'E~m~:' NATGUN CORPOR,r':""TION = · v' · · · ..=..i!=ilE-:--F_'q[ct= FIEBERVQR "rE P. . , ,.IA m S. FIr~KLEA DALLAS, TEXAS JOB No. BB(:)11 TANK SECTION & ELEVATION ,m:,,-.~C~.Z.F= r77~- NTB ,~.,.- .~ ,~,ft m7 · '-~' ;PLAN VIEW I ~ BILCO TYPE J-5AL ~ HATCH W/STAINLESS~ ""[~"i'~ STEEL HARDWARE L" -~ DIA. HOLES EACH SIDE ' NOTES: . 1. ALL ALUM. IN CONTACT WITH CONCRETE SHALL RECENE / A COAT OF BITUMASTIC. 2. COVER HATCH WITH POL_YF+THYLENE FOR PROTECTION DURING ~CONSTRUCTION. 3. FOR HATCH REINFORCING AND DETAILS. SEE DWG. 13.71. 4. LOCATE HATCH AS SHOWN ON DWG. 1.25. 5. 1 HATCH REQUIRED. EAC SIDE (12 REQ'D PER HATCH). 7. HATGUN TO PROVIDE PADLOCK AND KEYS .~ ¼' DIAMOND PLATE COVER FLUSH LIFT HANDLE (NOT SHOWN) Z SPRING LATCH WITH INSIDE-OUTSIDE HANDLES AND PADLOCK HASPS (EXTRUDED ALUMINUM EC ANISM ~(~/~KET (TYPICAL) ~TYPE 6 ' ' DOME PANEL SECTION .I] .L 4.. LFT;II:j '.',!:!.'l.: ~1 .Ill! mE.r:,l :,:m.};CII ;ruTh (!i~!l NATGUN CORPORATION I1 TBAL ROAD WAKEFIELD, MA 01880 B.CI IVtG WATER STORAGE REBERVC)U:I CC)PPELL, TEXAB ENGR: BI-IVEI<, ,.JACQBB G FINKLEA DALLAS, TEXAB ,.IC)B No. 9EiC'I4 DOME HATCH ~ ~ 7/P_,4/gB ~ NO EXCEPTION TAKEN [] MAKE CORRECTIONS NOTED [] REJECTED [] REVISE AND RESUBMIT [] SUBMIT SPECIFIED ITEM Checking is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Any action shown is subject to the requirements of the plans and specifications. Contractor is responsible for: dimensions which shall be confirmed and correlated at the lob site; fabrication processes and techniques of construction, co- ordination of his work with that of all other trades and performing his work in a safe and satisfactory manner. SHIMEK, JACOBS & FINKLEA CONSULTING ENGINEERS DALLAS, TEXAS © ,~ ~..~.~,~~%~. ~'-o"o.,,. ~',~.o,.,,~ ,,~,,,',' ~. SEE CHART 2 (8 REQUIRED) SECTION ELEVATION DIM "D" ,_, · //4 REBAR ,~ ~ ' x I'-9"LG. (" "~/-//4 REBAR 12 REQ'D 6" 1'-8" LAP 1'-3" DETAIL "U" CHART 2 # REQ'D DIM "D" 2 3'-6" 1 4'-10" 1 5'-3" 1 5'-8" DIA. VENT CAP ,~, PLAN NATGUN CORPORATION TIN. gOAD [=~"' ~ WATER EITORAGE RF_BERV{:~ C(::)laB~& FI,,,IKLEA DAI_LAEI. TEXAB ,,K;3B No. BBC41 w~mww~, MA, meee DOME VENT '~No ~xcEPT,oN TAKE. [] 'MAK~ COR.ECT,O"*~ .OTEO [] REJECTED [] REVISE AND RESUBMIT [] SUBMIT SPECIFIED ITEM Checking is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Any action shown Is subject to the requirements of the plans and specifications. Contractor is responsible for: dimensions which shall be corffirmed and correlated at the job site; fabrication processes and techniques of construction, co- ordination of his work with that of all other trades and performing his work in a safe and satisfactory manner. SHIMEK, JACOBS & FINKLEA CONSULTING ENGINEERS DALLAS, TEXAS