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Home My WebLink About2 Development Permit 235EL c..h IC-0 · I. repcnr aspho..Lt ~ l}e,v....> Jnuew"'-"(, C, SeaL €.X:f"'-YlStef... ~01"'+-s 111 · s1d.e. we...{{t.. ~· 3 . p ttte-e. · I!' ~ ·~ h bev-~ he fwe~ . ro-~l(c~ Lot-"'-vtd Stde...,c..IK., · to-fer-qt B ~c.e. t:i i b le. eJ.. r..vrc,h DEVELOPMENT PERMIT PERMIT NO . 235 FOR AREAS OUTSIDE THE SPECIAL FLOOD HAZARD AREA RE : CHAPTER 13 OF THE COLLEGE STATION CITY CODE SITE LEGAL DESCRIPTION: Lot 5 &6 of Anderson Ridge Subdivision -Phase 4 SITE ADDRESS: 1912 Texas Ave. OWNER: Buddy Forehand DRAINAGE BASIN: Wolf Pen Creek TYPE OF DEVELOPMENT: This permit is valid for site construction as per approved plans for the E l Chico Restaurant. The Contractor shall take all necessary precautions to prevent silt and debris from leaving the imm ediate construction site in accordance with the City of Co llege Station Drainage Policy and Design Criteria. Contractor shall assure that all disturbed areas are sodded and establishm ent of vegetation occurs prior to removal of any silt fencing of hay bales used for temporary erosion control. Owner and contractor shall also be responsible for any damage to adjacent properties, city streets or infrastructure due to heavy machinery and/or equipment as well as erosion, siltation or sedimentation resulting from the permitted work. This permit expires six months from the date of issuance. In accordance with Chapter 13 of the Code of Ordinances of the City of College Station, measures shall be taken to insure that debris from construction, erosion, and sedimentation shall not be deposited in city streets, or existing drainage facilities . I hereby grant this permit for development of an area outside the special flood hazard area. development shall be in accordance with the pl ans and speci Ji,;ations submitted to and roved by the City Engineer in the development permit application i o r the above named project all of the codes and ordinances of the City of College Station that apply . Date ?-2 :< =---t~Y __ _ Date 7-zz-9i' Date ~ckco ·. ~ ~ -(o ~ ~ ~ o,J., uJJ., CL %cfdd f l!lilA ~ct &L ~C~)fd,~~ ~. ~ ~ ~ ~,;:,, ~&o IU)\ UWfS UM.., 0-'f<•\llt,, v ·°'~o.#~·~ WtwiU ~~tk~ ~ ~~ ~ ·J: W1ll ~ ~~s <\ii~· ~~ ~ DEVELOPMENT PERMIT PERMIT NO. 235 FOR AREAS OUTSIDE THE SPECIAL FLOOD HAZARD AREA RE: CHAPTER 13 OF THE COLLEGE STATION CITY CODE SITE LEGAL DESCRIPTION: Lot 5 &6 of Anderson Ridge Subdivision -Phase 4 SITE ADDRESS: 1912 Texas Ave. OWNER: Buddy Fore hand DRAINAGE BASIN: Wolf Pen Creek TYPE OF DEVELOPMENT: This permit is valid for site construction as per approved plans for the El Chico Restaurant. The Contractor shall take all necessary precautions to prevent silt and debris from leaving the immediate construction site in accordance with the City of College Station Drainage Policy and Design Criteria. Contractor shall assure that all disturbed areas are sodded and establishment of vegetation occurs prior to removal of any silt fencing of hay bales used for temporary erosion control. Owner and contractor shall also be responsible for any damage to adjacent properties, city streets or infrastructure due to heavy machinery and/or equipment as well as erosion, siltation or sedimentation resulting from the permitted work. This permit expires six months from the date of issuance. In accordance with Chapter 13 of the Code of Ordinances of the City of College Station, measures shall be taken to insure that debris from construction, erosion, and sedimentation shall not be deposited in city streets, or existing drainage facilities . I hereby grant this permit for development of an area outside the special flood hazard area. All development shall be in accordance with the plans and specifications submitted to and approved by the City Engineer in the development permit application for the above named project and all of the codes and ordinances of the City of College Station that apply . Date 2-/i-9t Date Date Figure XII Application Form Development Permit -..:lmifle/ utside Established Flood Hazard Areas y of College Station, Texas (re: Ordinance ~o. 1728) Si~~ga~Descri~~n:~~~·~5~!~·~~~6~~~~~~·~1~~~~~~~~~~~~~~~~,~~~~/~ecv/~-~~~s~~~-~~~-~e~~~~ Site Address: /9tz #MS Owner: lx.Jhf>/ ,@,.e~ Architect/ ,A Address: ff'¢'¢'~~~ ;M' zt';. 77T"v Engineer: _ _,M;.a.t.L~+::L:..LT'C_.__--"""'filk.:....:..:.=~'------------Telephone No.: ~f:: __ ~-~ -~ //--,,, o./ ~tP r/,. \ /S.PI 5'v1f,<11r ~1 . 't.Pn/, 7~tJZ./ JffWctftttHGtirJtte!v "$~ 5A71?L/ft/O,._r iv ~A'ddress:,,Jtr ;~Alttlr ~_,, ,,, 1'W• ei' Contractor: Telephone No.: '1 (]ft.., Jn -3'3,---r~ Date Application Filed: __ 1_.__--1_;;$_--'9-+i----------Approved:----------- Attached as part of this application: 13"' Application Fee E(Signed Certificate B Site and Construction Plans, with supporting documentation: two (2) copies of each O Other: ------------------ ACKNOWLEDGEMENTS: I, }>tfA1il£ ~# (dcmv?-J , as owner, hereby acknowledge or affirm that: The above Drainage Plan and supporting documents complies wiht the requirements of Ordinance No. 1728, and ~U~l c Owner ?-/3-?/ Date Developer Date '7 -=--------------------~ Contractor Date Page 1of2 GARRETT ENGINEERING COllSUL TlllG EllGlllEERJllG & LAllD SURVEVlllG 4444 CARTER CREEK PARKWAY, SUITE 108 -BRYAN, TEXAS 77102 -(409) 14'-2681 -(44n) 8...,-3094 TO: Date: RE: We Are Sending You : /Herewith __ Under Separate Cover The Following: Copies Date Description _L 1_-15-9./ /&c.Z: ak I 7-is-fc/ h1cA-77&J /P/41/ -k~d/fNY ( 7-13 -9/ ~M!M~£ ~.-#orAz?&~ Remarks: By:~ c ~==-~) 0; . _/'/ /{ ( ··------· ... 71?-&r,r CITY OF COLLEGE STATION $/QC.D O Paid by _ Check/ cl.0' 3 / Cash ___ _ THANK YOU L{f6 •••••••........ c;f:--O:-:".:-:-.... :::::::::::r::: ........• .,-;;-;.~ ........ ~..... :-;":-;;;~o=o....-.....,.=~·'=····;~;-;-;-:-:-:-:n-::.;.:-::. .. •••• .!..:..!!..:..:. • ... ;=:o--: ............... . GARRETT ENGINEERING PH . 846-2688 4444 CA RTER CREEK PKWY . SUITE 108 BRYAN , TEX A S 77802 VICTORIA BANK & TRUST P. 0. DRAWER 913 / BRYAN. TEXAS 77805-0913 MEMBER VICTORIA BANKS HARES. LNCJFDLC 12831 66 -231 /11 3 1 __ _..__._/-=3 __ 1 gL'f- $ 100, ·=nDLLAR S ~ f\L-E -wr Bt~ ~C,~ ~ ch:l: (Q~~J ~s.o~~\~ -;. ~~e, ~QA, ~ ~\:; 1ia ot..~~ 1 r~t cw1 Mlaiut ~ slzl * l'IW-01-be-"•old.1 u." .. '61.~~ ~·a' ----··--....... _ __ J I ( ! McCORD ENGINEERING, INC. 7-307 ~.:tsnn ~r:< :n'1e. Suite · 02. :J 'J . 3cx ~ CDJ./ Cc1leqe 3tati c n. T~xas i/842 t'-'V91 -s~-d:5o F3x ('109) 754-:!64'1 ·!,__~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ I I I I Mr. Ray Havens Electric Transmission & Distribution Superintendent City of College Station P. 0. Box 9960 College Station, Texas 77842 June 28, 1994 RE: El Chico Restaurant -Electric Service Dear Ray: In accordance with your request , we have reviewed the load and service requirements for the El Chico Restaurant proposed for construction at Texas Avenue and Holleman Drive. We have planned the on-site electric distribution layout to ser\re this project to be underground, in accordance with the requirements of your City's line extension policy . Enclosed herewith . for your review and use are five (5) copies of our proposed electric distribution layout for this facility. A Bill of Material and a Project Cost Estimate for the above referenced project are also enclosed. A diskette has been provided which includes this project electrical layout for your use. -1-_,_ ..... ....-J A 300 kVA, three-phase, 12,470 GNDY/7,200 volt primary to 208Y/120 volt secondary pad-mounted transformer has been planned for installation to provide the requested service utilization voltage level for the El Chico Restaurant. Metering for El Chico Restaurant is proposed to be accomplished at the transformer using 600/5 ampere current transformers and a meter with demand indication of at least 4.0 . Specifications for your use in purchasing this transformer are enclosed. In accordance with your City policy , the developer should plan to furnish and install, in compliance withTity specifications , all required elec trical conduit and pour the required concrete pad for said 300 kVA transformer and the junction box. The electric layout drawing enclosed provides details regarding the required number and sizes of conduit , installation depth, proposed conduit locations, riser pole conduit requirements, etc; the transformer pad details should be furnished when the dimensions of the transformer and junction box proposed to be used are known. In accordance with the new policy of your City, the developer is responsible for reimbursing your City for 20% of the cost of installation, including labor, materials, and standard fee percentages for engineering and overhead cost for the proposed electric layout. . . City of College Station June 28, 1994 Page Two We compute that the 20% contribution required for the El Chico Restaurant 's Portion computes to be $3, 146. 80. This cost estimate was calculated based on a total project cost estimate of $15,734.00. The total underground cost includes a standard allowance of 30% to cover your City's labor related overhead costs, 7% material handling costs, and 8.5% to cover your City's administrative and engineering costs. I trust we have provided herein the information you need on this project. If not, or if questions arise, please let us know . DW/mw Enclosures cc: Ms. Veronica Morgan (w/encl.) Mr. Bob Pohl Yours very truly, McCORD ENGINEERING, INC. David Witte Engineering Assistant Revised 1/88 CITY OF COLLEGE STATION THREE-PHASE PAD-MOUNTED TRANSFORMER SPECIFICATION PMT-2 AND BID SHEET Pa ge l of l PROJECT: El Chico Restaurant Item Quantity Description 1 1 300 kV A, three-phase, 60 hertz, oil-filled, compartmented, pad-mounted Manufacturer Catalog Number transformer, 12,470Y/7,200 volt primary voltage to 208Y/120 volt secondary voltage, 95 kV BIL, wye-grounded wye-grounded connection with standard accessories and two 2 -1/2 % taps above and below normal voltage. Transformer to have a deadfront with a loop feed high-voltage termination to consist of six (6) universal bushing wells and have access doors with side hinges to permit horizontal swing. Transformer is to be protected with a Bay -0-Net drawout fuse assembly, and is to have thread- ed in-line copper stud se ~ondary bushings with jamnut and standard NEMA , 6-hole, copper with tin plating , H spade terminals attached there- to. Bid As Specified (Item 1 ) Alternate Bid (Item lA ) No Load Loss (Watts) Load Loss (Watts) Impedance (%) Delivery Unit Bid Price ($) Total Item Price ($) Total Item Owning Cost ($) (Computed Per Given Formula) Bidder Signature --Bidder's Sales Representatives Date • " McCord Engineering, Inc. CS-13-E.7 M A T E R I A L CODE ITEM NO. ----------25 a 1 25 c 2 25 c 5 25 c 6 25 c 7 25 c 8 25 c 10 25 d 14 f 19 g 26 25 j 38 28 UL so 27 bu 64 25 p 65 28 ae 128 28 af 131 29 Ugp 139 25 ai 150 25 aj 156 al 159 28 ap 168 28 Uhe 197 24 bs 213 24 bv 220 29 Ugp 223 29 Ugp 225 29 Ugp 226 29 Ugp 227 27 Uhp 230 27 Ugk 232 Uhg 272 Uhb 274 28 Uhb 276 av 282 25 cm 286 cu 294 26 Uj 303 28 f d 330 ek 338 24 zz 377 CITY OF COLLEGE STATION EL CHICO RESTAURANT B I L L 0 F M A T E R I A L CATALOG MATERIAL DESCRIPTION REF. NO. ------------------------------------LARGE GR PIN TYPE 7.2 28503500009. 1/2" X 6" MACHINE BOLT 32002000001 POLE TOP PIN 20" 28504700012 5/8" X 12" MACHINE BOLT 32002000014 5/8" X 14" MACHINE BOLT 32002000015 5/8" X 16" MACHINE BOLT 32002000016 5/8" X 20" MACHINE BOLT 32002000018 2" X 2" SQUARE WASHER 32002000031 CROSSARM PIN 7.2KV 28504700003 8' CROSSARM 28502400001 LAG SCREY 1/2" X 4" 28504700010 UG EQUIPMENT LOCK 832040 1/0 H-TAP COPPER CONN 28502200003 CONNECTOR COMPRESSION 285022 MOV LIGHTNING ARRESTER 28500300001 100 AMP OPEN TYPE S&C 28502800001 AL-18 2 HOLE 350 LUG 28502200021 8' COPPERWELD GROUND ROD 28503800001 5/8" GROUND ROD CLAMP 28504700025 WIRE STAPLES SMALL HOTLINE CLAMP 28504700027 LARGE METAL JUNCTION 28504500005 5/8" X 10" S.U. BOLT 32002000024 WRS 352 STIRRUP 28504700081 1/2" X 2 1/2" BRASS BOLT 32002200002 1/2' BRASS NUT 32002200004 1/2" BRASS ROUND WASHER 32002200005 1/211 BRASS LOCK WASHER 32002200006 1/0 LOADBREAK ELBOW 28508200001 1/0 POLE TYPE TERMINATOR 28508200003 LBC 3 3-WAY FEED THRU 28509500002 URD DUST CAP ASSBLY. 28509500004 URD BUSHING INSERT 28509500006 6 SOFT DRAWN COPPER 28001600003 355 INSULATOR SPOOL 28503500011 28 11 WOOD CROSSSARM BRACE 28504700015 STANDOFF POLE TYPE 28504700022 R3-CA 3 POSITION EQU. MT 28504700058 3/811 LOCKNUT NA 40' CONCRETE POLE 54007000010 06/08/94 WORK ORDER NO. ---- TOTAL UNIT TOTAL QTY. COST $ COST $ -----------------------3 2.95 8.85 2 .59 1.18 1 2.86 2.86 4 .67 2.68 6 .78 4.68 1 .96 .96 2 1.69 3.38 16 .15 2.40 2 1.75 3.50 1 24.76 24.76 5 .44 2.20 2 6.00 12.00 6 1.74 10.44 6 .29 1. 74 3 26.40 79.20 3 39.77 119.31 24 5.35 128.40 4 8.33 33.32 4 .72 2.88 40 .00 .00 3 6.01 18.03 1 625.00 625.00 1 2.15 2.15 3 7.37 22.11 24 1.54 36.96 24 .36 ·8.64 48 .42 20.16 24 .08 1.92 9 45.00 405.00 3 24.98 74.94 2 109.00 218.00 3 13.91 41. 73 6 17.99 107.94 40 .OS 2.00 1 .87 .87 2 3.87 7.74 3 8.44 25.32 2 75.74 151.48 4 .12 .48 1 680.00 680.00 ... . McCord Engineering, Inc. CS-13-E.7 M A T E R I A L CODE ITEM NO. ----------28 Uan 410 27 Uhv 523 25 p 759 28 an 780 27 cj 783 28 FUSE 800 Uhs 27 868 CITY OF COLLEGE STATION EL CHICO RESTAURANT B I L L 0 F M A T E R I A L CATALOG MATERIAL DESCRIPTION REF. NO. ------------------------------------300 KVA PADMOUNT 120/208 28508600041 1/0 URD AL. PRIMARY 28008000001 #6 H3 COPPER CONNECTOR 28502200002 TRANSFORMER GROUND LUG 28502200026 1/0 BARE STRANDED COP~ER 28008000009 25 AMP FUSELINK . 28503400009 COLD SHRINK SLEEVE 28508200019 06/08/94 \./ORK ORDER NO. ---- TOTAL UNIT TOTAL QTY. COST $ COST $ -----------------------1 5112.00 5112.00 .990 1189.00 11n.11 5 .so 2.50 3 1.30 3.90 12 .36 4.32 3 2.56 7.68 10 10.19 101.90 ---------9304.62 • • McCord Engineering, Inc. CS-13-E.7 06/08/94 \JORK ORDER NO. --- LETTER CODE ------------*40-2C *C1 M2-1 UC2 UD#1/0 URD UG17-300 UM6-1 UM6-6 UM6-10 UM6-21 UM33 UM48-2 CITY OF COLLEGE STATION El CHICO RESTAURANT PROJECT COST ESTIMATE -CONSTRUCTION UNITS COST ($) PER 1 ASSEMBLY -------------------------ASSEMBLY DESCRIPTION QTY LABOR MAT. TOTAL ----------------------------------------------------- 40 CLASS 2 CONCRETE POLE -HOT 1 487.50 700.00 1187.50 3 PH SINGLE SUPPORT-HOT 1 46.50 56.00 102.50 POLE GROUND 1 15.00 11.84 26.84 3 PH UG CABLE TERMINAL POLE 1 247.00 514.51 761.51 1/0 PRIMARY URD CABLE .990 1050.00 1189.00 2239.00 3 PH 300 KVA PADMOUNT 1 372.00 5436.22 5808.22 LOAD BREAK ELBOW 9 65.00 55 .19 120.19 GROUND ROD ASSEMBLY 3 8.00 9.05 17.05 INSULATED PROTECTIVE CAP 200 AMP 3 10.00 13.91 23.91 3 POINT JUNCTION 200 AMP 2 75.00 109.00 184.00 SECTIONALIZING ENCL. MULTI PHASE 1 500.00 643. 14 1143.14 MULTI-PHASE UG GROUNDING SPEC. 1 .01 .00 .01 TOTAL LABOR = TOTAL MATERIAL = TOTAL = LABOR OVERHEAD 30% = MATERIAL HANDLING 7% = TOTAL ENGINEERING & OVERHEAD 8.5% = GRAND TOTAL ROUNDED TO DEVELOPERS CONTRIBUTION 20% = * DENOTES HOT \JORK TOTAL COST $ ---------1187.50 102.50 26.84 761.51 2216.61 5808.22 1081.71 51.15 71.73 368.00 1143.14 .01 ---------12818.92 3496.51 9304.62 ---------12801.13 1048.95 651.32 ----------14501.40 1232.62 ----------15734.02 $15,734.00 ----------$3,146.80