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HomeMy WebLinkAbout205 A HWY 146 S._01-0324___________ - . _ - - - - - 4 . _ -a - :. ! • - 1 - - . - r ` .. - , • - � _ _ 1 .1 _j ' • • -a , l ' .1 ... .. . _ I. /a M1_ <Y 4 0 B /olio e�1 ; 20S S I dOS � � -0_f32_4- 0 ORIGINATION: RM.= _� a, -INSPECTION DEFT. 224,0 CITY OF LA PORTE ADDRESS REQ. 0 ❑ . ENGINEERING DEPT. ADDRESS Co25 3-� REQUEST FORM H SUBMITTAL DATE -/0 - 0 0 �- _ 1 ..+....■■wwrrrrrrwwwrurTO BE COMPLETED BY APPLICAN"T:wwwwrrrwwwwwrrrrrrrwrr APPLICANT NAME/COMPANY: Sl2£ c.+f'(ls he e- Itil YYL �t ILI' YHONSlQo: 1 CONTRACTO MUM wx: 7/3- (� MAIL NG ADDRESS: HM: FAX/ALT: LEGAL DESCRIPTION OF PROPERTY: 0 /0� 9 BLOCK: d Sl LOT(S): �'�J N SUBDIVISION: L�F� O IQ OTHER LEGAL DESCRIPTION: HCAD PARCEL NUMBER: -�4-- Q,2-3 - / & %000— O 00 / PURPOSE OF REOUEST: TAUS OF RE VEST• ATTACHMENTS: ❑ RESIDENTIAL PERMANENT ❑ PROPERTY SURVEY &�'COMMERCIAIJINDUSTRIAL ❑ TEMPORARY mIBLOCKMAP ❑ ELECTRICAL SERVICE ❑ SUBDIVISION PLAT ❑ OTHER ❑ OTHER: ori�1T3 dZ kas Dui > phi w ceII -r-o we% rrrrrwwwrrrrrwrrrrrrrrrrrrrFOR CITY STAFF USE ONLY��rrrrrrrrrrrrrrrrrrrrrwrrrr ADDRESS ISSUED: \� STREET NAME: _ Li MJ / fi (a S 0 v T � QQ H.T.E. Wk �c a U li�% APARTMENT NUMBER •�� � n oraeao ; .a r� as COUNCIL DISTRICT: CITY SECTOR #: ZONING: C FLOOD ZONE: ISSUED BY:� DATE: E(/RELIANT ENERGY / MAP APPROVAL BY / DATE: K- ®to/oo f DATE DEPARTMENT MAPS �� BY / DATE: B+6 K- Lb oc, ;(ENTERED INTO H.T.E. LAND MANAGEMENT BY / DATE: O D'O " COPY TO INSPECTION BY / DATE: COMMENTS: S:1CPSharelAddressRegForm.doc rev. date: i/IS/2000 owk 5gU774 "A" STREET (60'— )F BEGINNING (ASPHALTPAWWA � anal COMMENCING 4 tlAt elb 1f$t [AtYRIp Y WM 1 CAM 125.00' EAST D t A '01 r m of 51 I1 �O `" �tl YY �O I R O C EXISIINO yv` g `, 3 g I METAL �t 1 �i `Q� 7P N G9O�60 ffi€g P 6�G. Q� `ot�.QPo60Q p%Pt ae Z ryQO� BN Jo OE'�P�' %ot ze l e0 �g IopoPLACE OF BE -EAST 60.00' — ---- -- U0 PROPOSED UT ' EE ET IT WER y - 'pt i9�i 26 O S.F �I� /� :E OF BEGINNINON� gg o rtJ I i ' I S"��nm .cnm a.0 — Upt . pe .osn OJT um�uwr 1p1e' l --_air �--uaa- ST Wo NORTHERLY 1 Of LOT e V 1A `t WEST 15 000 PROP. SHELTER 1�T•) TE PLACE OF LEASQs o BEGINNING (00ay KE ZOO ,L (no uAa nq w SOUTH "B" STREET (60' R.O.W.) City of La Porte Eel 0 rim OF JOBADDRESS 0A9/a t i Nwy lqc S Otl THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted ,gLpm—r72rc A4- S csiv c r' A'LQ rykI N(/Kt PU/2Ae— 1-13 = k -.LJ� 4L= /.tom UNI�/�2��Lc1 �� ��7�iJ/C�/C� It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. ,After additions or corrections have been made, call 281-471-9662. For additional information call 281-471.5020, Ext. 259 PRESS HARD - USE BALL POINT PEN ,�r.. -^ �'�..:s:<;,:;:+::,::C+..r,w...l^vi,: _.;.-;.�.LY..,:�.�. 4-:�<,::�.14.- v_'u:Y_•�i.1�L tl::J1.:i COMMERCM (W & S) WORK ORDER #-002s DATE -D -FOI,v� abS NEW ADD, IyT�I/ON ADDRESS - c C II CONTRACTOR DAM ADDRESS REQUEST (COPY ncm FRoM mm) ZONING CLASSIFICATION ( ) FLOOD ZONE (PER ENGII�EBING) ( ) 0 BLDG. PLANS SUBMIZTED UTILITY EXT. AGREEMT REC'D? Y OR N PLANS REVIEWED BLDG. PERMIT RELEASED FOR ISSUANCE PERMIT# FEES PAID WATER FRONT FT. FEES amfucAmw SEWER FRONT FT. FEES a ArmcAaLm WATER TAP cmminmmm SEWER TAP owArrucAB' LM BUILDING PERMIT .. ELECTRICAL PERMIT -r- R $ O R GROUND PLBG. SLAB FLOOD.ZONE °AE°: (YES).OR (NO) If Ygs, elevation certiPKate prepared by'snneyor most be provided to City before ewer -up bnpection. DATE ELEVATION CERTIFICATE RECEIVED: ELEVATION SHOWN FOR TOP OF FORM IS: IS ELEVATION SHOWN AT OR ABOVE THE REQUIRED BFE: (YES) OR (NO) C/UP INSPECTION DRIVEWAY & SIDEWALK FAXED HL&P _ . ELECTRICAL - ±a b FINAL _ _ FARED HL&P T-POLE CALLED ENTER GAS TEST SEWER TEST FINAL JUN-04-2MON 02:55 PM FAX NO. r P. 01 REQUEST FOR TEMPORARY UTILITIES DATE: l Lq- 01 month day year TO: BUILDING OFFICIAL CITY OF LA PORTE LA PORTE, TEXAS 77571 SUBJECT: THE USE OF TEMPORARY UTILITIES FOR CONSRUC�� N PURPOSES AND TESTING OF EQUIPMENT AT lv BUILDING PERMIT NUMBER D I . _ CJEG >,✓ I, ,OWNER ,AS GENERAL CONTRACTOR I'-�Yll G'f ,AS ELECTRICAL CONTRACTOR regb est the usL of emporary utilities for construction and the testing of equipment, I understand that this in no way gives me permission to occupy or use for storage purposes any building or portion thereof unless permits on the building or portion to be occupied had been inspected,approved, and a Certificate of Occupancy issued. We further understand that the temporary utilities may be disconnected for any violation of the Code. The General contractor and owner assume the responsibility for any violation of any city ordinance by the sub -contractor. Temporary electrical permits are in force for 3 months (90 days). If more time is required to complete the building, a new application shall be submitted by a licensed electrical contractor and be accompanied by the temporary electrical permit fee. The undersigned hereby agrees to indemnify and hold forever harmless the City of La Porte, its officiers, and employees from any and all claims or causes of action alleged to have been caused directly or indirectly by the temporary use of utilities for which this application Is made. I also understand that this request will not be issued until all permits required for the building have been issued. I hereby agree to abide by all provisions of the Electrical Code. OWNER: G�:L H • 83L- GENERAL CONTRACTOR: 0 ELECTRICAL CONTRACTOR: i� �i ounur. 7G/7 L W ;-,— )- City of La Porte P.O.. Box 1115 La forte, Tx 77571 (281)471-5020 ext 259,286 INSPECTION LINE: 471-9662 ****BUILDING PERMIT**** ---------------------------------------------------------------------------- Application Number . . . . . 01-00000324 Date 5/22/01 Property Address . . . . . . 205 S HWY 146 A HCAD Number . . . . . . . . . 023-167-000-0001 Application description . . . ADDN, OTHER NONHOUSEKEEPING PROJECT Subdivision Name . . . . . . LA PORTE Property Use . . . . . . . . REAL COMMERCIAL Property Zoning . . . . . . . COMM - GENERAL Application valuation . . . . 35000 Owner Contractor ------------------------ ------------------------ POTEET C L & NANCY SPECTRASITE COMMUNICATIONS INC 201 HIGHWAY 146 S P 0 BOX 430134 LA PORTE TX 775714825 HOUSTON TX 772430134 (713) 467-1362 -------------------------- Structure Information ------------------------- Construction Type . . . . . NOT APPLICABLE Occupancy Type . . . . . . BUSINESS Other struct info . . . . . FLOOD ZONE X ---------------------------------------------------------------------------- Permit . . . . . . BLDG PERMIT -COMMERCIAL ADD ON Additional desc . . COMM BLDG/TOWER WORK Permit Fee . . . . 185.00 Plan Check Fee .00 Issue Date . . . . 3/20/01 Valuation . . . . 35000 Expiration Date . . 9/16/01 Qty Unit Charge Per Extension BASE FEE 15.00 34.00 5.0000 THOU BLDG - 1,001 - 50,000 170.00 ---------------------------------------------------------------------------- Special Notes and Comments 1 BUILDING TO BE AS PER ENGINEERED DESIGN 2 ANTENNAE INSTALLATION TO BE AS PER ENGINEERED DESIGN 3 ELECTRICAL PERMIT IS NEEDED 4 CO -LOCATION WITH EXISTING BUILDING, WITH SHELTER AND ANTENNAE MOUNTED AT 140' Fee summary Charged Paid Credited ---------------------------------------- Due ----------------- Permit Fee Total 185.00 185.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 185.00 185.00 .00 .00 ----------------4 ---------!--------- 44-- (SIGNATURE OF CONTRACTM OR ----^--I-----A-A---------------- AGENT) 11 DATE (APPROVED BY BUILDING OFFICIAL OR`I�UTHORIZED AGENT) DATE City of La Porte S.O:.Box 1115 LaPorte, Tx 77571 (281)471-5020 ext 259,286 INSPECTION LINE: 471-9662 ****BUILDING PERMIT**** ----------------------------------------------------------------------- Application Number . . . . 01-00000324 Date 3/20/01 Property Address . . . . 74".z9 S HWY 146 .S. HCAD Number . . . . . . . . . 023-167-000-0001 Application description . . . ADDN, OTHER NONHOUSEKEEPING PROJECT Subdivision Name . . . . . . LA PORTE Property Use . . . . . . . . REAL COMMERCIAL Property Zoning . . . . . . . COMM - GENERAL Application valuation . . . . 35000 Owner Contractor. ------------------------ POTEET C L & NANCY ------------------------ SPECTRASITE COMMUNICATIONS INC 201 HIGHWAY 146 S P O BOX 430134 LA PORTE TX 775714825 HOUSTON TX 772430134 (713) 467-1362 -------------------------- Structure Information ------------------------- Construction Type . . . . . NOT APPLICABLE Occupancy Type . . . . . . BUSINESS Other struct info . . . . . FLOOD ZONE X ---------------------------------------------------------------------------- Permit . . . . . . BLDG PERMIT -COMMERCIAL ADD ON Additional desc . . COMM BLDG/TOWER WORK Permit Fee . . . . 185.00 Plan Check Fee .00 Issue Date . . . . 3/20/01 Valuation . . . . 35000 Expiration Date . . 9/16/01 Qty Unit Charge Per Extension BASE FEE 15.00 34.00 5.0000 THOU BLDG - 1,001 - 50,000 170.00 ---------------------------------------------------------------------------- Special Notes and Comments 1 BUILDING TO BE AS PER ENGINEERED DESIGN 2 ANTENNAE INSTALLATION TO BE AS PER ENGINEERED DESIGN 3 ELECTRICAL PERMIT IS NEEDED 4 CO -LOCATION WITH EXISTING BUILDING, WITH SHELTER AND ANTENNAE MOUNTED AT 140' Fee summary Charged Paid Permit Fee Total 185.00 185.00 Plan Check Total .00 .00 Grand Total 185.00 185.00 --------2_0�/1 _ _z --�--------------- Credited OF /5ffNTRACTOR OR AUTHORIZED AGENT) (APPROVED BY BUILDING OFFICIAL OR AUTHORIZED .00 .00 .00 Due .00 .00 .00 ATE A T) 10_0 ) f Building Mechanical _ (* Project Aadrres 7 City- of La Forte E;UN;Nhed 1,592 M�oT�D AUG 01 2000 *Elec Subdivision: 1,1 PoRT� Owner's Name: C- L N/�n1Cq, Gar Address: 20l Hwy 144 S I �-APOr Street City :ontractor:(fc=)WI 1, N, (N--T,,e N5 Address E Engineer: Designer Building Use: LiPIFAANIJcI� cCDuiPMEA7T 5 7aluation:y City *Plumbing - ,Lot: l-S-N. Yq Block: 'L2 Phone Zia Phone(23) 4/g, X43 sE usioN,'rx, 7-7o Zip Sq. Footage: '-71L n Stories: 1_ Describe Work: Co-L:,,ftrar, L✓rfti For City use Only i�wsN Y[idfl.Y Occupancy Type Flood Zone _ Y Class Work Sq. Ft. Construction Type Use Zone �.C,# Stories Pas/king requested Commercial Buildings Plans. Only -Fire Marshal Approval -JY1 Date: Checked/Approved for Issuance B - Date: .,�.J Qn ial Conditions 'J� lj trD Pesit Fee 5 1Fs (attach to r actual persit; p•c. ag 000 COMPLETE THIS .__TION FOR ELECTRICAL PERMIT, NOTE: MINIM- MARGE ON PERMIT(S) .•IS $10.,„•, Description -Charges No. Fees PERMIT ISSUE M 5.00 '1 _ outlets, Fixtures, Lights L $ 5.00 Switches (1st 4 - Flat roe) Above 2.00 $ Items (All -Others) 40 Washing Machine ea. $ Dryer / Range ea. $ Cook Top '/ Oven / Fan 2.00 2.00 1.00 ea. $ Oven (Commercial) S.00�ea. ea. $ A/C, Plug -In Units $ Water Heater 2.00 ea. $ Dishwasher / Garbage Disposal., 'All 2.50 1.00 ea. ea. $ $ Services / Temp- Pale / Tom` Cut-r All Meter Units 10.00 ea. $ Reinspection Fee 5.00 ea. $ 10.00;ea.', $_ =-Ray Machine 10.00 Motion Picture Machine 3.00 ea. _' $ Incandescent signs, Per Circuit 4.00 ea. $ Gas or Vaci� Tube Signs - - ea. $ (Per°Transformer) 4.00 w Electric Welder. 2.00 ea. $ ea. . MOTORS: - -. Dp to but not incl. 1/2 HP 1/2 1.00 ea. $ HP -and less than 2'HP. 2 HP' and less than 10 3.00,ea. ;$ BP e 10 HP and less -than 25 HP -�C 4.00 5.00.ea� ea. $ i :1 25 HP and'lesa than 100 HP 10:00 $ 100 HP and less than 150 HP 12.00 mar' ea. $ 150 HP and over, per HP 10 ea.. $ Permanently connected electric appliances and equipment of any nature not otherwise specified shall be charged as .follows: up to RW, Inclusive 50 ea ea. All over 1 KW to 10 RW 40 $ ' - All over 10 RW, to 5o ICil ., All over 50 KW.to 100 RW 20 R'.4 All over. 100 KW T $10.00 PrUS 04 KW $ ^ . `7 \ Total fee $, COMPLETE THIS SECTION FOR PLUMBING PERMITS Description Charces No. Fees PERMIT ISSUING FEE - +- $10.00 Plbg. Fixtures / Drains / Traps 2.50 1 $ 10.00 Sewer (New,. Repair or Replacement)' ea. $ Cesspool -5.00 ea.- Septic Tank / Seepage Pit or 5.00 ea. $ Drainfield Water Heater and/or Vent 10.00 ea. $ Gas Piping System (1-4-outlets) 2.SO ea. $ Gas Outlets, over 4 1 (Ea. Outlet) Installation;'Altaration t - �" .5.00 1.00 ea. $ . $ or"Asps: � Of Water Piping and/or '. ,Water Treating Equipment " Repair/Alteration - Drainage or Vent - 5.00 ea. 5.00 $ Fa' Vaaiium Breaker/Backflow Protection ea. $ Device Installed Subsequent to the ` Installation of the Piping or Equipment Sered Each One, (1-5 _ - _ Each one .(over 5) -2_50 ea. 'ea, $ 1.50 $ Total fee: $ ORIGINATION: ' INIT. G'- SPECTIONDEPT. SUBMITTAL DATE -/ 0 - 0 D ...................... CITY OF LA POR_ TE ADDRESS REQUEST FORM S— APPLICANT NAME/COAH'ANY: S P e c+ems ,' f e, C_ 0 rn m't n" CONTRACTOR/REP: MAILING ADDRESS: LEGAL DESCRIPTION OF PROPERTY: L 9 ADDUM REQ. i HCADA .w..www.......w.wwww.. wK:713-4/14-869;�_ HM: FAWALT: BLOCK: d 9 LOT(S): /-O N' SUDDIVISION: z_l4 p OR T¢; OTHER LEGAL DESCREMON: HCAD PARCEL NUMBER: -lV (J 3 — / (0 7-000— a 00 / PURPOSE OF REQUEST: STAnS OF REOUEST: ATTACHMENTS: ❑ RESD)EN17AL PERMANENT ❑ PROPERTY SURVEY 43/COMAERCIAI/INDUSTRIAL ❑ TEMPORARY m'IBLOCK MAP ❑ ELECTRICAL SERVICE Cl SUBDIVLSION PLAT ❑ OTHER: ❑ OTHER: OMB 131GLk kasl_20i>A Ors j c-ell -nuWeti /,W_s (� 0 ■r.wrrwr.w.�r.w.rrr.w.rrr..FOR CITY STAFF USE ONLY•rrrrr.rrr..rrr.ww..r.ww...r.r STREET NAME: H.T.E. IINt 8� of V � �_k...: �� APARTMENT NUMBER: COUNCIL DISTRICT: CITY SECTOR N: 5ta�/o r ZONING: C C FLOOD ZONE: x o ISSUED BY: DATE: RELIANT ENERGY / HL&P APPROVAL BY / DATE: "K- 131l0/eo f�TPDATE DEPARTMENT MAPS P� BY / DATE: &16 1 Lt 10u ;ENTERED INTO H.T.E. LAND MANAGEMENT BY / DATE: o Doo COPY TO INSPECTION BY / DATE: G / ► o /re COMMENTS: S:\CPS6are\AddressRegForm.doc rev. date: 1/18/2000 owk ADDRESS OWNER'S PROJECT TYPE: NEW: ADDN: HCAD#: HTE LOC#: FLOOD ZONE: CERT/STANDARD SITE PLAN NEEDED: F101 RESOL. APPLICABLE: U. V. REQUEST NEEDED: ADDRESS REQUEST NEEDED: CULVERT REQUEST NEEDED: FLOOD PERMIT NEEDED: W/S FEES APPLICABLE: TAXES UP TO DATE: Y/N SUB /DATE RETURNED 7sr1E P.IdN DATE OF REVIEW: INSPECTOR COMMENTS: 1. CURRENT INSURANCE CERT. (if applicable) OK-AW0, /nz w�� 6t- zlAenl;� -5tew, /�1�17-14f � OWNER OR CONTRACTOR NO CATION DATE TEME 9gAN�IE F PERSON CONTACTED SACPMWCehQed XPLAN REVIEW COVER SHEET 7/00.dm PLAN REVIEW COVER SHEET ADDRESS: IV OWNER'S NAME: PROJECT TYPE: HCAD#: 0,:?3-1 7 - o o o 0 0 o ADDN: HTE LOC#: FLOOD ZONE: X ,q e ? na of Y/N SUB /DATE RETURNED CERT/STANDARD SITE PLAN NEEDED: F101 RESOL, APPLICABLE: Al U. V. REQUEST NEEDED: Al ADDRESS REQUEST NEEDED: CULVERT REQUEST NEEDED: N FLOOD PERNM NEEDED: W/S FEES APPLICABLE: TAXES UP TO DATE: DATE OF REVIEW: S - /o — o o INSPECTOR: COMMENTS: 1. CURRENT INSURANCE CERT. (if applicable) OK l ao ?2-)a4 -rrL 100 Ahph/ �I OWNER OR CONTRACTOR NOTIFICATION DATE TIME NAME OF PERSON CONTACTE S1CPSh=Un podim \PL4N REVIEW COVER SHIMM-4A70.dw City of La Porte P ..O,. Box 1115 La -=Porte, Tx 77572-11.L.::) (281)471-5020 ext 259,286 INSPECTION LINE: 471-9662 ****ELECTRICAL PERMIT**** ---------------------------------------------------------------------------- Application Number . . . . . 01-00000324 Date 5/22/01 Property Address . . . . . . 205 S HWY 146 A HCAD Number . . . . . . . . . 023-167-000-0001 Alternate Search Method . . . Application description . . . ADDN, OTHER NONHOUSEKEEPING PROJECT Subdivision Name . . . . . . LA PORTE Property Use . . . . . . . . REAL COMMERCIAL Property Zoning . . . . . . . COMM - GENERAL Owner Contractor ------------------------ ------------------------ POTEET C L & NANCY SPECTRASITE COMMUNICATIONS INC 201 HIGHWAY 146 S P 0 BOX 430134 LA PORTE TX 775714825 HOUSTON TX 772430134 (713) 467-1362 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . ELEC SERV TO CELLUAR SITE Permit Fee . . . . 37.60 Issue Date . . . . 5/14/01 Valuation . . . . 0 Expiration Date . . 11/10/01 Qty Unit Charge Per Extension BASE FEE 5.00 1.00 2.0000 EA EL - OUTLETS,SWITCHES (1ST 4) 2.00 4.00 .4000 EA EL - OUTLETS, SWITCHES (OTHER) 1.60 1.00 10.0000 EA EL - ALL SER/TEMP.POLE/TEMPCUT 10.00 1.00 5.0000 EA EL - ALL METER UNITS 5.00 2.00 3.0000 EA EL - 1/2 HP AND LESS THAN 2 HP 6.00 2.00 4.0000 EA EL - 2 HP AND LESS THAN 10 HP 8.00 ---------------------------------------------------------------------------- Special Notes and Comments 1 BUILDING TO BE AS PER ENGINEERED DESIGN 2 ANTENNAE INSTALLATION TO BE AS PER ENGINEERED DESIGN 3 ELECTRICAL PERMIT IS NEEDED 4 CO -LOCATION WITH EXISTING BUILDING, WITH SHELTER AND ANTENNAE MOUNTED AT 140, Fee summary Charged Paid Credited Due --------------------------------------------------------- Permit Fee Total 37.60 37.60 .00 .00 Grand Total 37.60 37.60 .00 .00 ---------------Pam.----- - - - - - - C7 � --------- Signature of Contractor or Aut o ized Age t Date Approved by Building Official or Authorized Agent Date City of La Porte o . O . _Box 1115 La..Porte, Tx 77572-1: (281)471-5020 ext 259,286 INSPECTION LINE: 471-9662 ****ELECTRICAL PERMIT**** ---------------------------------------------------------------------------- Application Number . . . . . 01-00000324 Date 5/14/01 Property Address . . . . . . 207 S HWY 146 HCAD Number . . . . . . . . . 023-167-000-0001 Alternate Search Method . . . Application description . . . ADDN, OTHER NONHOUSEKEEPING PROJECT Subdivision Name . . . . . . LA PORTE Property Use . . . . . . . . REAL COMMERCIAL Property Zoning . . . . . . . COMM - GENERAL Owner Contractor ------------------------ POTEET C L ------------------------ & NANCY SPECTRASITE COMMUNICATIONS INC 201 HIGHWAY 146 S P 0 BOX 430134 LA PORTE TX 775714825 HOUSTON TX 772430134 (713) 467-1362 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . ELEC SERV TO CELLUAR SITE Permit Fee . . . . 37.60 Issue Date . . . . 5/14/01 Valuation . . . . 0 Expiration Date . . 11/10/01 Qty Unit Charge Per Extension BASE FEE 5.00 1.00 2.0000 EA EL - OUTLETS,SWITCHES (1ST 4) 2.00 4.00 .4000 EA EL - OUTLETS, SWITCHES (OTHER) 1.60 1.00 10.0000 EA EL - ALL SER/TEMP.POLE/TEMPCUT 10.00 1.00 5.0000 EA EL - ALL METER UNITS 5.00 2.00 3.0000 EA EL - 1/2 HP AND LESS THAN 2 HP 6.00 2.00 4.0000 EA EL - 2 HP AND LESS THAN 10 HP 8.00 ---------------------------------------------------------------------------- Special Notes and Comments 1 BUILDING TO BE AS PER ENGINEERED DESIGN 2 ANTENNAE INSTALLATION TO BE AS PER ENGINEERED DESIGN 3 ELECTRICAL PERMIT IS NEEDED 4 CO -LOCATION WITH EXISTING BUILDING, WITH SHELTER AND ANTENNAE MOUNTED AT 140, Fee summary ----------------- Permit Fee Total Grand Total Charged 37.60 37.60 Paid 37.60 37.60 Credited --------00 .00 Due .00 .00 - ---- -- - - ------------------- ----- S'g ture of Contractor or Authorized Agent Date Approved by Building Official or Authorized Agent ' Date City of La Porte Firabfisiied 1392 Building Mechanical *Electrical *Plumbing See back of fors) - ?roject Address:2o7J'•%lover y6 Lot: Subdivision: ii4 1146ir ' / Block: Owner's Name: ��I-P07r G /y im Phone: Address:-_-o/wr2�yi0 Cs4 ��tl� 77S%/ 78c2J_— Street City -an tractor: S� TnrfvTE r�tJJl11,s/C71ck� Address: — treet Engineer: Designer • Building Use: r FM&W �1.�.�/G - Valuation City Phone:20 Wa7 JJ6 i+ 77010 Zip Sq. Footage: n Stories: Describe Work: For City Use Only Occupancy Type Flood Zone Class Work Sq. Ft. Construction Type Use Zone ;# Stories Parking requested Commercial Buildings Plans oulv-Fire Marshal Approval Date: Checked/Aporoved for Issuance By: _ Special Conditions: 1. Date Permit No. - -iC i Permit Fee S 7 (attach to actual permit) 8 .. P.r..g COMPLETE THIS POR'rTON FOR NOTE: MINn-1z uumz ON Descripti_ ELECTRICAL PERMITS: PEPAIT'(Sf ,IS $10.(, Charges No. Fees PERMIT ISSUE FEE 5.00 _ 1 $ Cutlets, Fixtures, Lights L .5.00 Switches Mat 4 - Flat Fee), 2.00 Above Items (All others) . 40 ea. —T Washing Machine 1.00 ea. Dryer / Range "/ 2.00 ea, $ Cook Top oven / Fan 1.00 ea. $ Oven (Commercial) 5:00 ea. $ A/C, Plug-in units 2.00 Water Heater 2.50 ea. $ Dishwasher / Garbage Disposal A .00 ea. $ All Services / Temp. Pole / Temp. Cut -In 10.00 ea. All Meter units - 5.00 ea. �- $ Reinspection Fee 10.00 ea. %-Ray Machine Motion Picture Machine 10.00 3.00 ea.''• Incandescent Si gns; Per Circuit 4.0.0 ea. ea. Gas or Vacuum Tube Signs $ --- (Per Transformer) �`'`�' 4�00`ea`. Electric Welder ' �-• MOTORS: • . UP to but not incl. 1/2 HP 1.00 ea. $ 1/2, HP and -,less than 2 HD . .�L.��2'•.HP,>.aas than 10 HP 3.,00 ea'.,, A• ; ;�-' Y.13. ' a eas..- '• % 10 HP Tess $ .- and than 25 HP 5.5.00' 00 \_ _ea,. +�+J25\+HP and lass than 100`•HP:•T,•\-'�%,-. �• �•'• 100 HP and less 10.00�ed_. L.t:�,:.-i��'$q,.r• than 150 Hp 150 Hp and over, • Per � 12.00 10 ea. $ ea. $ Permanently connected electric appliances and equipment of any nature not otherwise specified shall be charged as follows: Op to RW, Inclusive 50 ea. $ All over-1 RW to 10 XW 40 AR. _ All over 10 RW to 50 Pr7 •:�'+30�RW.i�v� All over 50 KW to 100 KW ." 20 �.,,.� �.)�.$•'�;`-,±` . KW $ A11 over 100 KW ' $10.00 PLUS 04 RL: $ Total fee $ - COMPLETE THIS SECTION FOR PLUMBING PERMITS Description Char es Np. Fees PERMIT ISSUING FEE $10.00 1 - $ 30.0o Plbg. Fixtures / Drains / Traps 2.50 Sewer (New, Repair or Replacement) 5.00 ea. $ Cesspool ea. Septic Tank / Seepage Pit or 5.00 ea. $ Drainfield - Water Heater and/or Vent 30.00 2.50 ea. $ Gas Piping System (1-4 Outlets) 5..00 ea. $ Gas Outlets, over 4 (Ea. outlet) Installation, 1.00 ea. $ $ Alteration or Repair - of Water Piping and/or Water •1 - Treating Equipment 5.00 RePai•=/alteration - Drainage or Vent 5.00 ea. $ Ea. Vacuum Breaker/BaG.Cflojprotection ea. $ Device Installed Subsequent to] -the Installation of the Piping or Equipment Served Each One (1-5) 2.50 ,.Each One (over 5) 1.50 ea. $ MINOR DEVELOPMENT SITE PLANS BUILDING PERMIT RELEASE FORM Development Name: A T f T ( 55 - /.. P.4 Address: 2,0 f► NCA� �dr�! /// 6 Soup CLP Project No. 00/ 8aZ3 6 Date Project Reproducible Received: Date Reproducible is Forwarded to Director for Signature: Date Reproducible is Filed in Drafting Div.: Date Release Form Provided to Inspection Services Div 3- iS-o 3- i6-ol 3 - /6 -- of The site plan for the proposed project has been approved and released by the Planning Department The project is now eligible for the issuance of construction permits once all applicable code, regulations, and fees have been satisfied. PLACE COMPLETED RESASE FORMIN CONMUC77ONJOB FILE S:1CPSharoUnspecdanslSPPEPLAN RaFaMFORMdoc 01-2000Rev. S;' Aj -',w &-t- s !�- b o HLto = 04a HOUSTON LIGHTING do POWER COMI-r-r-Y Page.— of -- Service Outlet, Location and Data Statement ate 8- 2q-oc5 Address o 7 Owners Name r ij f,It'S5 — Owner's Address old -7 N fflAhWay 14(o ,t — Type of Occupancy Prepared by T��l �Qe z Phone No.3(� Q, Customer Relations Rep. �r�.—rl ��eZ Phone No. 7-Al- 4Z8 ~ 3 6 Service: 6 /;ZO f _L4gVolts 3- Wire. ServiceCenter Present kVA 36 16 + Added kVA—.— 36 16 = Total kVA 36 to 115 Fault Current: Initial t 109 Ultimate L1912040 Amperes RMS Symmetrical at Zoo Volts Right -of -Way Required?Type of Right -of -Way A I Customers Service Installation must conform to H.L&P. Co.'s latest Service Standards. METER LOCATIONS: Electric meters must be'placed In an accessible location. HL&P Cc Construction Required? �LQ - See Attached Specifications. Contingent upon Contractual agreement with HL&P Company Customer Relations Department? Copies 1h r6crl 13 ;�"7 A - H.L. & P. CO., ENGINEERING DEPARTMENT MUST REVIEW FOR POSSIBLE REVISIONS AFTER NOTICE - DANGER To enforce safety near high voltage wires, Texas law requires persons responsible for construction work to call HL&P and conform to legal procedures before beginning any work in which persons or -things might possibly come within six (6) feet of a high voltage overhead line. A copy of this law, which carries both criminal and civil Z0'd 0L£L SZb £SL JiS Nf9OLWS d8-1H BT:LL 000Z-6Z-01U TEXAS LAW AN ACT TEXAS HEALTH AND SAFETY CAGETITLE g CHAPTER 752 - Safety at persons engaged in activities In proodo ly of high voltage electric 11r.W restrictions SECTION 001. DEFINITIONS (1) "High voltage" resents more then SW volts meaeured tet- waan conductors or between a conductor and the ground. M -overhead line" means a bare or Insulated e$*Wcal Con- n do- areng Installedabove andgroundedgroundednd tut or that U� bead In Conductor inWUc condult SECTION 002. EXEMPTION FOR CERTAIN EMPLOYEES AND ACTIVITIES b reconstruction,operation, orer rmmalntenanpopo bir an a�Wnortmd person of Overhead OW4rrw or communication circuits or Conductors and their supporting atruclures and assodeted equipment that am part of a fall bwul onatlon trystom, an electoral generating, transmis• eio6% or distribution =am or a cormnumication arifed. (B) In this section, ft a ligghtaandp formeans: an electric (1) an employes caOpaative, or a munkJPallly worklm0 on his erllployefpe electrical aytem: f� an ernbl ,Vm of a transportation syatam working on the syatem's �laetdca( circuits; an smptoyee of a Communleallen utUtlr 4 an employee of a stale, COuhri. Of nun ctpel agency that has clrou(I construction on the poles or slnlchuae that palonp 10 an elactdc Power oompaml, an OlaclnlC COOperallwI • lc pal or transponstlrxn system, or a Comm on system; (5) an employee of an Industrial plant aRno works on the Views electrical System; or(9) an employee of lOCIfIcRi Of _ tractor who is work)nnpp under the ecamractor's supervision. Cam• SECTION o03 TEMPORARY CLEARANCE OF LINES tempor ryAworrkper oror e firm, nary aectWli or tiOn Or tion CI to a high . voltage ovomead Una than the distances prescribed by Ma chapter must notify the operretor of the Una at toast 48 hours before the work taegi (0) A person, flml, tafWMlOf4 or adeadailon may not begin the work activity, or function under this **coon until the paaor+, fink corporation, or aasor•LdW fasPonslble for the work act= w fnmdtort and the owner or operator, or both, of the high voltage owdead Ilne haw negotiated a satisfactory mutual erargamatt to pIDow ip Ior raising Of ry dtheine, Or temporary grounding, mt WICal�n e s to separate and prevent contact between the Una and Ms material Or equipment or the person partaiming the tsork, f function. (q the person. rm. CorPOnaUON a firesponsible for the work ,ochry, or function snail pay the operator of the hldh wattage he ad I1r10 the tactual rise kauffed by tf10 Operator providingg the eleatartea Prceedbad M the apra0rt'a^t The operator may require payment In advance and Is not required to _ the eleatallce until the person. fbm, Corporation. at faepon• altnle ton the work act", or funnctlOm mdaee the payment (D) If the actual experee of pnrMltp the elearartce is leas than the amount paid, the Operator of the NOh voltage overhead line SMU refund the surplus amount SECTWN 004, RESTRICTION ON ACITVITIFS NEAR LINES W Unteas a person, flrn % Oo(p010llOn, or asaocletian offeo- thety guards against danger by GOMM with rile tine as prescribed ppyy Section 752.= the person, fink corporation, of association, e(Mer Individually or through an agent or enlplorm ea may not Perfar a function or activity on land, a building, a h1lghwayY, or lima other premises If at any It is possible that the person peAonmin0 the function or act" mar. 1) move or be placed within six fast of A high vOfnge overhooder bring av lieny of performing tool. equipment, ma the tunCUOn OF h� or material within six feet of a high voltage overhead tine while performing the function of act". (8) A person, firm, Corporation, or association may not require employes to perform a function or activity prohibit by Subsec- tion W. ':NTTO ESSTRUCTURES NEAR LINES FA Of MACHINERY AND .less a person, firm, Corporation, or association otfectivey lalnst danger by contact with the tins as Prescrlbitd by SeC- 10b, the porsor4 firm, corporation, or association, eUher In - or through an spent or amployae, may not *fact, Install, transppoort, or atom all or any Pert o' s house or other structure within ON feet of a Mpn voltage owrhwd ...._, (2) install, operate, transport, handle. or atone all or my part of a tool, machine, or equipment within six last of 0 high voltage overhead Una; of materlallee within e�ix.teshandle, f h gh voltage orw atom all any line.) a 1pPllee or SECTION 005. RESTRICTION ON OPERATION OF CERTAIN MACHINERY OR EQUIPMENT Individually(A) A person, firm, corporation, or association, through an agent or employes or as an agent or empbys t, may nal operate a Crane deR1d4 power shovel, drilling rig, hayloader, hayWAcker, mechanlasl cotton picker. 0118ri CO, h lstln Oqui 1, mein, or eimllar apparatm any paA owhich Wtefal. or 11)a warring sing ign la posted and maintained as prasalbed by Subsections (B) and (q' Man guard « protective devie s to Install- ed . Inaulata0 Cti3Oe4yPo about the boom or amn of the equipment, except a bacF hoe or dip - par and (3) each IlttlnnQ tine, li the equipment includes *'I Ittlnp nook device,(a)TVa ernmp sgnlMufroed Iby b80GUOon(A)(1: Mus fire westherrealatart Sign of not less than five Inches by seven inches with a yyeeillow background and black latter)np that reads: WARNING —UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN TEN FEET OF HIGH VOLTAGE LINES." (C)The warning sign must be legible at 12 feet and placed: (1) within Me equipment so that it is readily vbdble to the equipment operator while at the equipmant controls: and (2) on the Outside of the equipment In the numh:x and l0ea- lion massy to mako it readily visible to a mechanic cr other per - eon erq. to the wodc. (fig Ne;wltltstetdlnp the distance limitations pnieCrlbed DY Seclarm Or associationM�ecKlvely guardsu and 7MM,uagainst danger by connless a person, firm.ta cttwlMiih Una as pfaecAbad by Section T 009, the Person, firth, (*Wmtlw,' or association may not orate all or any hart of a machl ne or equip- ment described by this section within 10 tool of a nigh voltage. overttead Una. SECTION 007. CRIMINAL PENALTY W A Parson. n fi Corpora lon or AWOL W �mof association or an ment lts an employee of a pefsOn, lain, , carp ofieneo If the PeroCq firm, corporation, association, agent, or emPial'ee violates this chapter- (B) An offense under this section Is punishable by a fine of not lane than:100 or more than SIAM, confinement In tall `or not more than one year, or both. SECTION DO& LIABILITY FOR DAMAGES If a violation of this chapter results In physical or eleotficel -contact with a hiInph wUage owmesd Ilea, the portion. firm. corpora don, or association that committed the violation Is liable to the owner al Ill ability�Mat Thetor e}the tint for all damages owner of operator incur fasts maul Hof he Can' tact - Acre 190, 71at 6sp-, ch.87a, 11, elf. Sept. 1,1989 Poor Laws: Acts 1971, 02nd I ea , P• 75. ch. 41. Vernon's Mn. Gar. BL art 1430c, I7(B). This in only a part of the entire act The contplate Oct Is available for review. 20-d 0L£L SZ7 ETL O/S NI'101AUH 08-lH ST:LT 000Z-6Z-911:1 t'9-d,-"1 of ' REUANT ENERGY HL.BP WORKING SKETCH SEC NO. LAMB NO. CIRCUIT GLN KEY MAP # SAP 0 $SECT NO. $LAMB NO. SCIRCUIT iGLN $P.S. NO. $SAP. NO. prepared by Terri D. Lqm NOTES: N Phwar 281428.3128 Paget 2e1-0534 as. j Sea: Scale 1 Inch: 100.00 Date: ��000 300 25 302 3.._. 35 _ 1V O •� 14XL -2/C 3176 WEST n i Y O . P '95 9 0 0 0 70 60 0 O: 228 •41788* 727 3 1/2 226 3jtp 7 Nt4/0 MK 22B 3 r 75 75. . ..-.- 4 227 75 0 - 2362 - 8 x o 277/480V _._ 220 3 0 50 214 3060 3100 100 - - - a too. 31 31 3W NP- 3049 80 TA =mGi 200 7 480 4 n r 50 T 0 '2 SL IV t+0'd 0L£L SZb £TL S � F.Mt37 37 37 3}3231 208/120V 4107 25 D/S NMOiAbS d8-1i 1 B70 r. 4835 6T:LT 600Z-6Z-901 t anFax Cover :sheet EneY HL&P �.... From: I�rn' Lopez - To: I'(" Fa)c (281) 425 7370 Fa)c 7 (3 - P 7$- 159 5 Phone: Phone: Oate: too. of Pages: Subject (fig h T0•d OL£L SZC CTL D/S NMOIAUE dBIH BT:LT 00OZ-GZ-Dlu MINOR DEVELOPMENT SITE PLAN CHECKLIST Development Name: Developer Name: la4A Representative's Name: PH: 2D Job Address:- %d 1MM� l�/Gfl.. (Assigned by the City) Type of Business: CLP Project No.: o - 9,2 3 Submittal Date: 0 S -/ D — 0 b Legal Description: I N • 0z ,` tors /-8. f /V. U - 9 Zoning: C, SIC No.: # Allowable Use? Y OR N P & Z and/or C.C. Action? - Comments: FORMAT Engineer or Surveyor Sealed Fire Hydrant within 300' Development Name Shown Development Type Shown Name of Owner Shown Name of Developer Shown Legal Description Shown Job Address Shown Vicinity/Key Map Shown or No Yes or Nn Il 177- .S Yes or No Yes or No Yes or No Yes or No Yes or No Yes or No Yes or No Minor Development Site plan Checklist, Page 2 Topography Shown: a) Existing Yes or Nox� b) _ Proposed Yes or No c) Detention Yes or No Building Footprint Shown Yes or . No Scale of Plat Shown Cye or No North Arrow Shown Ye or No Utility Easements/Alleys (If Applicable) Yes or No Flood Zone - Shown Yes or No B.F.E. - (If Applicable) Flood Plain Development Permit Required? Yes or Dedication Statements/Certificates Shown: a) City's Approving Authority Certificate Yes or ®o b) Plat Accuracy Certificate es or No SPECIAL PERMITS Driveway/Culvert Permit Required? Yes or No �Xl fi rfl� (State or County or City) (Obtain Copy) Drainage Permit Required? Yes or No ' (State or County) (Obtain Copy) BL&P Service Outlot Location Letter Received? Yes or C� (If Applicable, Obtain Copy) UTILITIES Utility Verification Results: a) Water Available w/o Extension or No b) Sewer Available w/o Extension Ye or No c) Utility Extension Agreement Needed? d) Utility Easement Agreement Needed? Minor Development Site Plan Checklist On & Off -Site Utilities Shown: Page 3 a) Water Line Size/Routing Yes or No b) Sewer Line Size/Routing Yes or No Nl c). Gas Line Size/Routing Y&s or No d) Electric Line Routing (O.H. or Undgd.) Yes or o Water Development Fees - Water Tap Size - ees - �I Sewer Development Fees - Sewer Tap Size - Fees - Grease Trap/Sample Well Shown (If Applicable) Yes or No Dumpster Shown Yes or No ZONING Required Building Setbacks (Adequate?) Front - a O Rear 0 Side 0 Landscaping - Lf 0 % (Adequate?) Mwdmum Lot Coverage G % (Adequate?) Sidewalk Shown (If Applicable) Parking: a) Dust -Free Surface? b) Location/curb stops Okay? c) Standard 9 X 18' Spaces ■ Size Shown (Adequate?) ■ Number Shown (Adequate?) d) Accessible 13' X 20' Spaces ■ Size Shown (Adequate?) ■ Number Shown (Adequate?) e) Parking Formula S/CP Sharo spections/LP Bus Dev Guide/Minor Dev Cklistdoc 10299 Rev. Yes or No Yes or Yes or No Yes or No Yes or No Yes or No Yes or No Yes or No Yes or No IM r07i. .1qb �"•'•• 6 ROD ST 60.00' SGo as ; a •. • 8� EXIS71N0 tqb b.1 00 • 9.1 EWIPMFNT SHEL 11 �i , N I j9b 'T95 .19b 1�' d TOWER s o� .7,0 LEASE SITE , °i 0.0826 AC. _ s 1 _ EAST _ j e s� C3.60�0 S.F.) PLACE OF BEGINNING + `��• +� 0•�9 ATPS PLATFORM (20' ACCESS ESM'7J °• ¢ Qr (Q 20B a PR �0.E• l299 rSO. CURB CUT PARMO AND DRIVEWAY I ,aSPACEvie" :itY +q• tqb 8 19 NORTHERLY 1 .50' Sim 9.OF LOT 9 ^ 7r- WEST 125.00' `. a� s7eE,°rho PLACE OFF oe7 BEGINNING " 207 (TONER I EASE STE) • '�_�� POINT OF. COMMENCING +I (SHELTER LEASE SITE) SOUTH LNE BLOCK 2B SOUTH "B" STREET (60' R.O.W.) ME}rlr�" [Mt( )s xlrc.>fnn//yt p��/OY/S /Af/1%IAA 7 Ir ,2N/°1[tl � /NI- OA W1 ��/I'••j �Jh[ L r E i Ott At. PP .%,8 .o, -,:MSA. S7Ea ROD wil CAS MTR. PLACE OF BEGINNING ADS TI (W UMUTY EASEMENT) PROPOSED UTILITY ESM'T. (0.0053 AC. / 229 SOAT.) qt-j� k0 A09re4s 6: Of q5 p `ol S,5 UNE TABLE UNE BEARM LENQTH L 1 N 00 00'00" E 11.50 L2 N 90 00'00" E 26.00 L3 S 0000'00" E 11.50 L4 N 9000'00" W 26.00 L571 N 0000'00" E 5.00 FOR THE BENEFR OF. MAT. WIRELESS SERVK 1. JOHN G. THOMA GROUND ON REPRESENTS THE PROFESSIONAL SEI TEXAS SOCIETY SPECIFICATIONS FOI NO. DATE DESCRIPTION__.__._•. INITIALS i Jop G. Thomas. Frms/e'� srEEL Rag PLACE (OAF�BEGINNING �� CURB CUT AND DRIVEWAY STEEL l7QD tbi v — .199 fl t9£ w �... •/ sT so PLFMW ACE OF BEGINNING \-OS 0 ROD 60�' a A y �05. vol 21 (B' UT9JTY EASEMENT) °'g ° E6 ° j9 oga PROPOSED UTILITY ESM'T. (' z_o. l - ^ �n (0.0093 AG / 229 S°.FT.) P 9.1 EOUI 0' ° TER 19b 14. ��t 1 •19� 4D (10:T 72 q TOYER - , ' 7 �ZoS L�. NO 1qb •t9} .19b 19� Jpj +."�i^� � .( 26 .19b 7n bh 06 of �.G 0 o TOWER .79A LEASE SITE — 'R r r — ZKD —,If, sop & 3 6 NORTHERLY 1 OF LOT 9 ell o20% sTEE<' OFF �2�fl PLACE BEGINNING (TOWER LEASE SITE) POINT OF COMMENCING (SHELTER LEASE SITE) SOUTH LINE BLOCK 28 SOUTH "B" STREET (60' R.O.W.) M6.rIun^ yl,dvf3 Klgn�rvl qJ' �,yilt���yp4cL. LNt< a��/0uf//SrHfH IIA�I YJ of �"//OJLI A/ yC.L•I, / 19) py/o 1 E PP e0s GAS MTR. ,( %5 vO" LINE TABLE LAE BEARU(G LENGTH L 1 N 00 00'00" E 11.50 L2 N 90'00'00" E 26.00 L3 S 00'00'00" E 11.50 L4 N 9000'00" W 26.00 L5 N 00 00'00" E 5.00 FOR THE BENEFIT OF' A.T.3T. WIRELESS SEWAC I, JOHN G. THO GROUND ON REPRESENTS THE PROFESSIONAL SEI TEXAS SOCIETY SPECIFICATIONS FO1 Joff6 G. Thomas, N0. DATE DESCRIPTION I INITIALS r�Tymo�i{ AT&T Wireless Services SITE NUMBER: 9080-A SITE NAME: SS - LaPORTE MAR 14 2001 IBy COV14 NEW PANEL ANTENNAS MOUNTED an 140' WITH NEW 11'-6" X 26' EQUIPMENT SHELTER ENGINEERS: N SpectraSite COMMUNICATIONS 96a0 R`o.DRD. saw 119 HWSTO . T% 77M2 TEL : (ns) 276-1616 FAX : (n]) 276-INS SURVEYORS: JOHN G. THOMAS do ASSOCIATES, INC. 3920 F.M. 1960 WEST SUITE 270 HOUSTON, TEXAS 77068 EMAIL: igtossoc®swbell.nel phone: (281) 440-7730 fox: (281) 440-7737 CONSULTANT TEAM IMPORTANT NOTE FOR GENERAL CONTRACTOR ar7urcwsmvsaanuuc7�6n[srnmutw.vas1c ru[ a �ze¢w.cwot UNDERGROUND SERVICE ALERT TEXAS ONE CALL 1-800-245A545 A).w Nc MY696FONE jai= SITE NAME : SS-LaPORTE SITE NUMBER 9080-A SITE ADDRESS 205 HWY 146 S LaPORTE, TEXAS 77571 HARRIS COUNTY LANDLORD: SPECTRASITE COMMUNICATIONS 1515 FARM CREDIT DR MCLEAN, VIRGINIA 22102 APPLICANT : AT&T WIRELESS SERVICES, INC. BART HARDESTY SYSTEM DEVELOPMENT MANAGER 13333 NORTHWEST FREEWAY STE.400 HOUSTON, TEXAS 77040 OFFICE No.13 840-6012 FAX No. 913; 552-0022 A.D.A. COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION PROJECT SUMMARY SHEETINDEX: TA TITLE SHEET GNA GENERAL NOTES & SPECS GN.2 GENERAL NOTES & SPECS GN.3 GENERAL NOTES & SPECS GNA GENERAL NOTES & SPECS CA OVERALL SITE PLAN C.2 ENLARGED SITE PLAN A.1 ELEVATIONS A.2 ANTENNA MOUNT DETAILS A.3 CONSTRUCTION DETAILS S.1 FOUNDATION DETAILS EA GROUNDING PLAN E.2 GROUNDING NOTES E.3 GROUNDING DETAILS EA GROUNDING DETAILS E.5 GROUNDING DETAILS E.6 UTILITY PLAN E.7 ELECTRICAL RISER DETAILS E.8 400A 1 LINE DIAGRAM DIRECTIONS FROM AT6T OFFICE : Start out going Southeast on NORTHWEST FRWY by turning right. Turn SLIGHT LEFT to take the US-290 EAST ramp. Merge onto US-290 E. Take the I-610 EAST exit Merge onto 1-610 E. I-610 E becomes I-610 E/US-90 W. Take the 1-610 SOUTH exit. Merge onto I-610 S. Take the TX-225 EAST exit. Merge onto TX-225 E. Take the TX-146 SOUTH exit towards LAPORTE/SEABROOK Merge onto TX-146 S. Exit at FAIRMONT PKWY and stay LEFT to make u-tum back under TX-146 S. Head NORTH on frontage road. Tower is adjacent to frontage road on the RIGHT. VICINITY MAP = ©111® .1l�! a $b >7 101e Ell I�iiY ®(E;= ®lsil8d®_®C�J.�m�•"` •uaaFa: WEST K $ (.5 WEST L L( • • A f� HARRIS COUNTY KEY MAP # 580B = AT&T R9Lelssnte wrar wwFi6ss s6mxas are t lly Kw' fAEEWwY K 71 a 11W0 >1N,plO12 SpectraSite COMMUNICATIONS 9WO MCHMON0. SLATE ?19 NC ym. TX 77M42 TEL : (713) 270-1616 FA[ : (7O) 27a-1599 qv / n rxs7.na m7-)0-00 0 0 W H 0 a J A APSE �F.re�`t! ! / JOSEPH S. ABBOUD / /........................40 /I P. 69894 !! oFS� !C ENSf•0 'G-��i THE SEAL APPEA NG ON THIS DOCUMENT WAS AUTHORIZED BY JOSEPH S. ABBOUD, RE 69894 AT&T R C1 M.W k LAI6tr PCI P RD DAR: 7-7-W ocoao ar TITLE SHEET ADDRESS 2 HM 145S IAFVR7E.TFJVST7511 T.1 PROJ # 11090100 GENERAL THE CONSTRUCTION DOCUMENT DRAWINGS ARE INTERRELATED. WHEN PERFORMING THE PARK, EACH CONTRACTOR MUST REFER TO ALL DRAWIIGS COORDINATION IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. .FIE., :H.L,A. �. .E 1'.l.•I 71;iilQra:Ia:. It Am n 2. DESCRIPTIONS ACCESS DRIVE W/ TURNAROUND AREA, LEASE AREA, AND F APPUGIBLE UNDERGROUND UTILITY EASEMENTS ARE TO BE CONSTRUCTED TO PROVIDE A WELL DRAINED, EASILY MAINTAINED, EVEN SURFACE FOR MATERIAL AND EQUIPMENT DELIVERIES AND MAINTENANCE PERSONNEL ACCESS 3. WAUTY ASSURANCE A. APPLY SOL STERIUZER IN ACCORDANCE WITH MANUFACTURER'S RECONENDATIONS (AS NEEDED). B. APPLY AND MAINTAIN GRASS SEED AS RECOMMENDED BY THE PRODUCER (IF REQUIRED). C. PLACE AND MAINTAIN VEGETATION LANDSCAPING, IF INCUUDED WITHDI THE CONTRACT, AS RECOMMENDED BY NURSERY INDUSTRY STANDARDS, 4. SEQUENCING A. CONFIRM SURVEY STAKES AND SET ELEVATION STAKES PRIOR TO ANY CONSTRUCTION. B. COMPLETELY OM UTILITY EASEMENTS, (GRUAP�ECABLE) A DPJVE D LEASE/AREA TOOFUOUNDATONN ONCCWlRUCTIOLL PLACEMENT OF BACKFILL AND SUB -BASE MATERIAL C. CONSTRUCT TEMPORARY CONSTRUCTION AREA ALONG ACCESS DRIVE D. BRING THE LEASE AREA AND ACCESS DRIVE W/ TURNAROUND TO BASE COURSE ELEVATION PRIOR TO INSTAWNG FOUNDATION. E. APPLY SOIL STEWZER PRIOR TO PLACING BASE MATERIALS F. GRADE SEED, FERTILIZE, AND MULCH ALL AREAS DISTURBED BY CONSWICTON (INCLUDING UNDERGROUND UTILITY EASEMENTS) IMMEDIATELY AFTER BRINGING LEASE AREA AND ACCESS DRIVE W/ TURNAROUND TO BASE COURSE REVAT10K WATER TO ENSURE GROWTH. G. REMOVE GRAVEL FROM TEMPORARY CONSTRUCTION ZONE TO AN AUTHOR® AREA OR AS DIRECTED BY PROJECT MANAGER H. AFTER APPLICATIONS OF FINAL SURFACES, APPLY SOIL STERLJZER TO STONE SURFACES. 5. SUBMITTALS A. BEFORE CONSTRUCTION IF LANDSCAPING IS APPUCABLE TO THE CONTRACT. SUBMIT TWO COTES OF THE LANSCAPE PLAN UNDER NURSERY LETTERHEAD. F A LANDSCAPE AUDWANCE WAS INCLUDED IN THE CONTRACT, PROVIDE AN ITEMIZED LISTING OF PROP® COSTS ON NURSEY LETTERHEAD (REFER TO PLANS FOR LANDSCAPING REONENENTS). B. AFTER CONSTRUCTION 1. MANUFACTURER'S DESCRIPTION OF PRODUCT AND WARRANTY STATEMENT ON SOIL STERIRED. 2. MANUFACTURER'S DESCRIPTION OF PRODUCT ON GRASS SEED AND FERTILIZER 3. LANDSCAPING WARRANTY STATEMENT. 6. WARRANTY A IN ADDITION TO THE WARRANTY ON ALL CONSTRUCTION COVERED IN DE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL REPAIR ALL DAMAGE AND RESTORE AREA AS CLOSE TO ORIGINAL CONDITION AS POSSIBLE AT SHE AND SURROUNDINGS B. SOIL STERILIZATION APPLICATION TO GUARANTEE ANAL FREE RIND AND SITE AREAS FOR ONE YEAR FROM DATE OF FINAL INSPECTION. C. DISTURBED AREAS WILE REFLECT GROWTH OF NEW GRASS COVER PRIOR TO FINAL INSPECTION. D. LANDSCAPING, F INCLUDED WITHIN THE SCOPE OF THE CONTRACTOR WILL BE GUARANTEED FOR ONE YEAR FROM DATE OF HNAL INSPECTION. PART 2. - PRODUCTS 1. MATERIALS A. SOIL STERILIZER SHALL BE EPA -REGISTERED. PRE -EMERGENCE UQUIR TOTAL KILL PHASAR CORPORATION PRODUCT 910 P.O. BOX 5123 EPA 10292-7 DEARBORN. MI 48128 (313) 563-8000 AMBUSH HERBICIDE FRAMAR INDUSTRIAL PRODUCTS EPA REGISTERED 1435 MORRIS AVE. UNION, NJ 07083 (BOO) 526-4924 GENERAL NOTES AND SPECIFICATIONS A. ROAD AND SITE MATERIALS SHALL CONFORM TO TXDOT SPECIFICATIONS FILL MATERIAL (UNLESS OTHERWISE NOTED) - ACCEPTABLE SELECT FILL SHALL BE IN ACCORDANCE WITH TXDOT STANDARD SPECIFICATIONS. B. SOIL STABILIZER FABRIC SHALL BE MIRAFI - 50OX. 1. INSPECTIONS LOCAL BUILDING INSPECTORS SHALL BE NOTIFIED NO LESS THAN 48 HOURS IN ADVANCE OF CONCRETE POURS, UNLESS OTHERWISE SPECIFIED BY JURISDICTION. 2. PREPARATION A. CLEAN TREES BRUSH AND DEBRIS FROM LEASE AREA, ACCESS DRIVE W/7URN- AROUND AND UNDER GROUND UTILITY EASEMENTS AS REWIRED FOR CONSTRUCTION. B. PRCR TO OTHER EXCAVATION AND CONSTRUCTION, GRUB ORGANIC MATERIAL TO A MINIMUN OF SIX (6) INCHES BELOW GRADE. C. UNLESS OTHERWISE INSTRUCTED BY AT&T. TRANSPORT ALL REMOVED TREES. BRUSH AND DEBRIS FROM THE PROPERTY TO AN AUTHORIZED LANDFILL D. PRIOR TO PLACEMENT OF FILL OR BASE MATERIALS, ROLL THE SOI.. E WHERE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED, LINE THE AREAS WITH STABILIZER MAT PRIOR TO PLACEMENT OF FILL OR BASE MATERIAL 1 INSTALLATION A. GRADE OR FILL THE LEASE AREA AND ACCESS DRIVE W/ TURNAROUND AS REQUIRED IN ORDER THAT UPON DISTRIBUTION OF SPORS. RESULTING FROM EXCAVATIONS, THE RESULTING GRADE WILL CORRESPOND WITH SAID SUB -BASE COURSE ELEVATIONS ARE TO BE CALCULATED FROM BENCHMARK, FINISHED GRADES, OR INDICATED SLOPES. B. CLEAR EXCESS SPOILS, IF ANY, FROM JOB SITE AND DO NOT SPREAD BEYOND THE LIMITS OF PROJECT AREA UNLESS AUTHORIZED BY PROJECT MANAGER AND AGREED TO BY LANDOWNER. C. BRING THE ACCESS DRIVE W/ TURNAROUND TO BASE COURSE ELEVATION TO FACILITATE CONSTRUCTION AND OBSERVATION DURING CONSTRUCTION OF THE SITE D. AVOID CREATING DEPRESSIONS WHERE WATER MAY POND. E. THE CONTRACT 91ALL INCLUDE GRADING, BANKING, AND DITCHING, UNLESS OTHERWISE INDICATED. F. WHEN MPROVNG AN EXISTING ACCESS DRIVE, GRADE THE COSTING DRIVE TO REMOVED ANY ORGANIC MATTER AND SMOOTH THE SURFACE BEFORE PLACING FILL OR STONE ' G. PUCE FILL OR STONE IN SIX (6) INCH MAXMUN UFTS, AND COMPACT BEFORE PLACING NEXT LIFT. H. THE TOP SURFACE COURSE, SHALL EXTEND A MINIMUN OF ONE (1) FOOT BEYOND THE SITE FENCE (UNLESS OTHERWISE NOTED) AND SHALL COVER THE AREA AS INDICATED. I. APPLY MPRAP TO THE SIDE SLOPES OF ALL FENCED SITE AREAS PARKING AREAS, AND ALL SLOPES GREATER THAN 2:1. J. APPLY RIPRAP TO THE STIES OF DITCHES OR DRAINAGE SWALES K. RIPRAP ENTIRE DITCH FOR SIX (6) FEET IN ALL DIRECTIONS AT CULVERT OPENINGS. L APPLY SEED, FERTILIZER, AND STRAW COVER TO ALL OTHER DISTURBED AREAS, DITCHES, AND DRAINAGE SWALES, NOT OTHERWISE MPRAPPED. M. UNDER NO CIRCUMSTANCES WALL DITCHES, SWALES, OR CULVERTS BE PLACED SO THAT THEY DIRECT -WATER TOWARDS, OR PERMIT STANDING WATER IMMEDIATELY ADJACENT TO SHELTER OR EQUIPMENT. IF DEIGNS OR ELEVATIONS ARE IN CONFLICT WITH THIS, ADVISE CONSTRUCTION MANAGER IMMEDIATELY. N. IN DITCHES WITH SLOPES GREATER THAN 10IC MOUND DIVERSIONARY HEADWAUS IN THE DITCH AT CULVERT ENTRANCES. POSITION THE HEADWALL AT AN ANGLE NO GREATER THE 60' OFF THE DITCH LINE RIPRAP THE UPSTREAM SIDE OF THE HEADWALL AS WELL AS THE DITCH FOR SIX (6) FEET ABOVE THE CULVERT ENTRANCE. 0. APPLY SEED IN FERTILIZER TO SURFACE CONDITIONS WHICH WILL ENCOURAGE ROOTING. RAKE AREAS TO BE SEEDED TO EVEN THE SURFACE AND LOOSE THE SOIL P. SOW SEED IN TWO DIRECTIONS IN TWICE THE QUANTITY RECOMMENDED BY THE SEED PRODUCER. Q. ENSURE GROWTH OF SEEDED AND LANDSCAPED AREAS, BY WATERING, UP TO THE POINT OF RELEASE FROM THE CONTRACT. CONTINUE TO REWORK THE BARE AREAS UNTIL COMPLETE COVERAGE IS OBTAINED. 4. FIELD QUALITY CONTROL COMPACT SOLS TO MAXIMUN DENSITY IN ACCORDANCE WITH ASTM D-1557. AREAS OF SETTLEMENT WALL BE EXCAVATED AND REFILLED AT CONTRACTOR'S EXPENSE. INDICATE PERCENTAGE OF COMPACTION ACHIEVED ON AS-BLRLT DRAWINGS. 5. PROTECTION A PROTECT SEEDED AREAS FROM ER09CN BY SPREADING STRAW TO A UNIFORM LOOSE DEPTH OF 1-2 INCHES, STAKE AND TIE DOWN AS REQUIRED. USE OF EROSION CONTROL MESH OR MULCH NET WILL BE AN ACCEPTABLE ALTERNATE. B. ALL TREES PLACED IN CONJUCTION WITH A LANDSCAPE CONTRACT WILL BE WRAPPED, TIED WITH HOSE PROTECTED WIRE, AND SECURED TO 2' X 2' X 4'-0' WOODEN STAKES EXTENDING TWO -FEET INTO THE GROUND ON FOUR SIDES OF THE TREE C. PROTECT ALL EXPOSED AREAS AGAINST WASHOUTS AND SOIL EROSION. PLACE STRAW BALES AT THE INLET APPROACH TO ALL NEW OR EXISTING CULVERTS WHERE THE SITE OR ROAD AREAS HAVE BEEN ELEVATED IMMEDIATELY ADJACENT TO THE RAIL LINE, STAKE EROSION CONTROL FABRIC FULL LENGTH IN THE SWALE TO PREVENT CONTAMINATION OF THE RAIL BALLAST. PART 1. - GENERAL 1. WORK INCLUDED SEE PLAN FOR SITE AND LOCATION OF FENCE AND GATE(S). 2. QUALITY ASSURANCE ALL STEEL MATERIALS UTILIZED IN CONJUCTION WITH THIS SPECIFICATION WALL BE GALVANIZED OR STAILESS STEEL WEIGHT OF ZINC COATING ON THE FABRIC SHALL NOT BE LESS THAN 12 OUNCES PER SQUARE FOOT OF MATERIAL COVERED. POSTS SHALL BE HOT -DIPPED IN GRADE 'E' ZINC, 18 OUNCES PER SQUARE FOOT. 3. SEQUENCING IF THE SITE AREA HAS BEEN BROUGHT UP TO SURFACE COURSE ELEVATION (PRIOR TO THE FENCE CONSTRUCTION). FENCE POST EXCAVATION SPOILS MUST BE CONTROLLED TO PRECLUDE CONTAMINATION OF SAID SURFACE COURSE 4. SUBMITTALS A. MANUFACTURER'S DESCRIPTIVE LITERATURE. B. CERTIFICATE OR STATEMENT OF COMPUANCE WITH THE SPECIFICATIONS. SpectraSite CNoWNINIC4MMS 9M ffl H. HD. SITE W5 HWSTp. TX I7042 ML : (713) 276-1616 FAX : (713) 276-1599 I K NAm I R lzm I PART 2. - PRODUCTS 1. FENCE MATERIAL19 A. ALL FABRIC WIRE, RAILS, HARDWARE, AND OTHER STEEL MATERIALS SHALL BE I HOT -DIPPED GALVANIZED. A 8. FABRIC SHALL BESIX-FOOT HIGH TWO-INCH CHAIN UFO MESH N9 GAUGE (0.148') WARE THE FABRIR C SHALL HAVE A KNUCKLED FINISH FOR THE TOP SELVAGES. FABRIC SHALL CONFORM TO THE SPECIFICATIONS ON ASMT A-392 CLASS 1. C. BARBED WJRE SHALL BE DOUBLE -STRAND, 12-1/2 GAUGE TWISTED WIRE WITH 14-GAUGE, 4-POINT ROUND BARBS SPACED ON FIVE -INCH CENTERS if T T' PAS 110E 10 m�muTm� MAR 14 2001 QRpVEO S�Bfa% A� Ap A �rcYd E� gR\0VL 1Ed,s IL CNpN�'� pC AT&T WR CT MANAD : l y KE Y NMTEL DATE: 7-7-M MAW BY: ALp 7 WECXED BY GENERAL NOTES 6 SPECIFICATIONS AOO.ESB: 2171M'F1tl5 LAFORIE TEXAS T7571 GN.1 AT&T D. ALL POSTS SHALL BE SCHEDULE - 40 MECHANICAL SERVICE PIPE AND SHALL BE TYPE 1 ASTM A-128 AND OF THE FOLLOWING DIAMETER (O.D. PER FENCE INDUSTRY STANDARD). LIVE 2-3/8 INCHES CORNER 3-1/2 INCHES GATE 3-1/2 INCHES E. GATE POSTS SHALL BE EXTENDED 12 INCHES. INCLUDING DOME CAP. TO PROVIDE FOR ATTACHMENT OF BARBED W9S. F. ALL TOP AND BRACE RATS SHALL BE 1 1/4 DIAMETER SCHEDULE - 40 MECHANICAL -SERVICE PPE. G. GATE FRAMES AND BRACES SHALL BE 1.90 NCH DIAMETER SCHEDULE 40 MECHANICAL -SERVICE PIPE FRAMES SHALL HAVE WELDED CORNERS. H. GATE FRAMES SHALL HAZE A FULL -HEIGHT VERTICAL BRACE, AND A FULL -WIDTH HORIZONTAL BRACE. SEONED IN RACE BY USE OF GATE BRACE CLAMPS 1. GATE HINGES SHALL BE MERCHANTS METAL MODEL 643M HIND: ADAPTER WITH MODEL 6400, 188-0[GREE ATTACHMENT. ,L THE GUIDE (LATCH ASSEMBLY) SWILL BE HEAVY INDUSTRIAL DOUBLE GATE LATCH. SEE DETAIL K. LATCHES AND STOPS SWILL BE PROVIDED FOR ALL GATES. L PLUNGER ROD COMPLETE WITH RECEPTOR TO BE PROVIDED AT THE INACTIVE LEAF OF ALL DOUBLE GATE INSTALLATIONS M. ALL STOPS SHALL HAVE KEEPERS CAPABLE OF HOLDING THE GATE LEAF IN THE OPEN POSITION. N. A NO. 7 GAUGE ZINC COATED TENSION WIRE SHALL BE USED AT THE BOTTOM OF THE FABRIC, TERMINATED WITH BAND GIPS AT CORNER AND GATE POSTS 0. A SIX -NCH BY 1/2-IMM DIAMETER EYEBOLT TO HOLD TENSION WIRE SHALL BE PLACE AT THE 111E POSTS P. STRETCHER BARS SHALL BE 3/16-NCH BY 3/4-NCH OR HAVE EQUIVALENT CROSS -SECTIONAL AREA 0. ALL CORNER GATE AND PANELS SHALL HAVE A 3/8-INCH TRUSS ROD WITH TURNBUCKLES. R. ALL POSTS EXCEPT GATE POSTS BALL HAVE A COMBINATION CAP AND BARBED WIRE SUPPORTING ARM. GTE POSTS SHALL HAVE A DOME CAP. S. OTHER HARDWARE NCIIIS BUT MAY NOT BE LIMITED TO TIE LIPS, BAND CUPS AND TENSION BAND CUPS T. BARBED WARE GATE GUARDS SHALL BE FITTED WITH DOME CAPS U. BARBED WIRE SUPPORT ARMS SHALL BE PRESSED STEEL COMPLETE WITH SET BOLT AND LOCK IBRE IN THE ARM. V. ALL CAPS SMALL BE MALLEABLE IRON. DOME OR ACORN SHAPED AS REQUIRED BY PIPE SIZE W. WHERE THE USE OF CONCERTINA HAS BEEN SPECIFIED, 24-INCH DIAMETERS COIL BARBED TAPE. STALESS SIM- CYCLONE FENCE MODEL GSP TO TYPE III SHALL BE FURNISHED. IT SHALL BE SUPPORTED ABOVE THE TOP RAIL BY USE OF SIX (6) WARE BARBED WIRE ARMS POSITIONED A TOP EACH LINE/CORNER POST. PART 3 - EXECUTION 1. INSPECTION TO CONFIRM PROPER DEPTH AND DIAMETER OF POST HOLE EXCAVATIONS ALL POST. HOLES WALL BE EXCAVATED AS PER CONSTRUCTION DOCUMENTS. 2. INSTALLATION A FOUNDATIONS SHALL HAWS A MINUM SIX (6) INCt CONCRETE COVER UNDER POST. B. ALL FENCE POSTS SHALL BE VERTICALLY PLUMB t ONE QUARTER (1/4) INCH. C. AT CORNER POSTS, GATE POSTS AND SIDES OF GATE FRAME, FABRIC SHALL BE ATTACHED WITH STRETCHER AND TENSION BAND -CUPS AT FIFTEEN (15) INCH INTERVALS D. AT LINE POSTS FABRIC SHALL BE ATTACHED WITH BAND -CUPS AT FIFTEEN (15) NCH INTERVALS E FABRIC SHALL BE ATTACHED TO BRACE RAILS TENSION WARE AND TRUSS RODS WITH TIE -CUPS AT TWO (2) FOOT INTERVALS. F. A MAXIMUM CAP OF ONE NCH WILL BE PERMITTED BETWEEN TIE CHAIN LINE FABRIC AND THE FINAL GRADE G. DATE SHALL BE INSTALLED SO LOCKS ARE ACCESSIBLE FROM BOTH SIDES. H. CATE HINGE BOLTS SHALL HAVE THEIR THREADS PEENED OR WELDED TO PREVENT UNAUTHORIZED REMOVAL GENERAL NOTES AND SPECIFICATIONS I. CONCRETE TO BE A MINIMUM OF Z500 PSL 3. PROTECTION UPON COMPLETION OF ERECTION, INSPECT FENCE MATERIAL AND PANT FELD CUTS OR GALVANIZING BREAKS VAIN ZINC-64SD PANT, COLOR TO MATCH THE GALVANIZED METAL APPLICABLE STANDARDS ASTM-A120 SPECIFICADOM FOR PPE, STEEL BLACK AND NOT -DIPPED ZINC COATED (GALVANIZED) WELDED AND SEAMIM FOR ORDINARY U$$. ASTU-A123 ZINC (HOT -OP GALVANIZED) COATING ON NON AND STEEL PRODUCTS ASTM-A153 STANDARD SPECLFICADON FOR ZINC COATING (HOT -OP) ON RON AND STEEL HARDWARE ASTM-A392 SPECETCARCIN FOR SIC -COATED STEEL CHAIN LINK FENCE FABRIC ASTM-A491 SPECPICAIDI FOR AIMINUM-COATED STEEL CHAIN UNIX FENCE FABRIC. ASTM-A525 STANDARD SPECIFICATION FOR STEEL SHEET ZINC COATED (GALVANIZED) BY THE HOT -DIPPED PROCESS ASTM-A570 SPECFICAION FOR HOT-RCII CARBON STEEL SHEET AND STRIP. STRUCTURAL QUALITY. ASTM-A535 9ECF1CAIMN FOR ALUMINUM COATED STEEL BARBED WIRE FEDERAL SPECIFICATION RR-F-HA-FENCING, WIRE AND POST METAL (AND GATES, CHAIN LINK FENCE FAMIC, AND ACCESSORIES). DIVISION 3: CONCRETE SECTION TT O - RMC CONCRETE MATERIAL[ AND METHOD< PART 1 - (SNFRAL 1. WORK INCLUDED FORMWORK, REINFORCEMENT, ACCESSORIES, CAST -IN -PLACE CONCRETE, FINISHING. AND CURING. 2. INSPECTIONS A CONTRACTOR IS RESPONSIBLE FOR SCHEDULING BUILDING DEPARTMENT INSPECTIONS REOUIED FOR 1E SCOPE OF WORK. B. ALL REINFORCING STEEL SHALL BE INSPECTED AND APPROVED BY THE AT&T CONSTRUCTION MANAGER PRIOR TO PLACEMENT OF CONCRETE. C. T14E AT&T CONSTRUCTION MANAGER SMALL BE NOTIFIED NO LESS THAN 48 HOURS N ADVANCE OF CONCRETE POURS 3. QUALITY ASSURANCE A CONSTRUCT AND ERECT CONCRETE FORMNIM N ACCORDANCE VAIN ACI 301 AND ACI 318, B. PERFORM CONCRETE R1NFORONG WORK N ACCORDANCE WITH ACI 301, ACI 318, AND ASTM A184. C. PERFORM CAST-N-PLACE CONCRETE WORK N ACCORDANCE VAIN ACI 301. ACI 318, AND ACI 117-90. 4. SUBMITTALS SUBMIT CONCRETE MIX AND RE1/iOtCNG SlIn SHOP DRAWINGS FOR APPROVAL BY AT&T CM67RUCM MANAGER/ENGINEER. THE SHOP DRAWINGS SHALL BE SUBMITTED N THE FUN OF TWO (2) CONCRETE MIX DESIGN INFORMATION SHEETS AND TWO (2) BLIk1NE RAVINGS FOUR REINFORCING SIM- PART 2 - PRODUCTS 1. REINFORCEMENT MATERIALS A. RENFORMAENT SIM- ASTM A615, 60 Ali YIELD GRADE, DEFORMED BILLET STEEL BARS, PLAIN FINISH. B. WELDED STEEL WIRE FABRIC ASTM A185 RAIN TYPE. IN MT SHEETS, PLAIN FINISH. C. CHAIRS BCLTSTERS BAR SUPPORTS. SPACERS. SIZED AND SHAPED FOR SUPPORTS OF REINFORCING. D. FABRICATE CONCRETE REINFORCING N ACCORDANCE VAIN ACI 315. ACI 318, ASTM A164. 2. CONCRETE MATERIALS A. CEMENT: ASTM C150, PORCAW TYPE S. FINE AND COURSE AGGREGATES ASTM C33 - MAXIMUM SIZE OF CONCRETE AGGREGATE SHALL NOT EXCEED 3 ONE (1) INCH SIZE SUITABLE FOR INSTALLATION METHOD UTUZBD OR ONE-IWRD CLEAR DISTANCE BEHIND OR BETWEEN REINFORCING. C. WATER: CLEAN AND NOT DENIMENTAL TO CONCRETE. D. AN ENTRAINING ADMIXTURE: ASTM C260 E BONDING AGENT: LATEX EMULSION FOR BONDING NEW TO OLD CONCRETE AS MANUFACTURED BY DAYTON SUPERIOR. F. NON -SHRINK GROUT: PREMIXED COMPOUND CONSISTING OF NONMETALLIC AGGREGATE CEMENT, WATER REDUCING AND PLASTKISNG AGENTS. 3. CONCRETE MIX A CONCRETE MATERIALS SHALL CONFORM TO THE APPROPIATE A.C.I REQUIREMENTS FOR EXPOSED STRUCTURAL CONCRETE B. MIX AND DELIVER CONCRETE N ACCORDANCE WITH ASTM C94, ALT. 3. C. PROPORTIONS OF CONCRETE MATERIALS SHALL BE SUITABLE FOR THE INSTALLATION METHOD UTILIZED AND SHALL RESULT IN DURABLE CONCRETE FOR LOCAL ANTICIPATED AGGRESSIVE ACTIONS. THE DURABILITY REOLAREMENTS OF ACI 318 CHAPTER 4 SHALL BE SATISFIED BASED ON THE CONDITIONS EXPECTED AT THE SITE PROVIDE CONCRETE AS FOLLOWS: 1. COMPRESSIVE STRENGTH: 3000 psi AT 28 DAYS SEE SHEET S-1 FOR CAISSON CONCRETE COMPRESSIVE STRENGTH. 2. SLUMP: 3INCHES. PART 1 - EXECUTION 1. INSERTS, EMBEDDED COMPONENTS AND OPENING A. THE CONTRACTOR SHALL COORDINATE AND CROSS-CHECK ARCHITECTURAL BUILDING & ELECTRICAL DRAWINGS FOR OPENINGS. SLEEVES. ANCHORS, HANGERS AND OTHER ITEILS RELATED TO CONCRETE WORK AND SHALL ASSUME FULL RESPONSIBRUTITY FOR THE PROPER LOCATION BEFORE PLACING CONCRETE. B. PROVIDED FORMED OPENINGS WHERE REWIRED FOR WORK TO BE EMBEDDED N AND PASSING THROUGH CONCRETE MEMBERS C. COORDINATE WORK OF OTHER SECTIONS IN, FORMING AND SETTING OPENING, SLOTS, RECESSES, CHASES, BEEVES. BOLTS, ANCHORS, AND OTHER INSERTS. 0. INSTALL CONCRETE ACCESSORIES STRAIGHT, LEVEL AND PLUMB. 2. REINFORCEMENT PLACEMENT A NICE REINFORCEMENT, SUPPORTED AND SECURED AGAINST DISPLACEMENT. B. ENSURE REINFORCING IS CLEAN, FREE OF LOOSE SCALE, DIRT, OR OTHER FOREIGN COATINGS. C. WELDING IS PROHIBITED ON REINFORCING STEEL AND EMBEDMENTS, D. MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3 INCHES UNLESS OTHERWISE NOTED. E. CONCRETE COVER FROM TOP OF FOUNDATION TO ENDS OF VERTICAL REINFORCEMENT SHALL NOT EXCEED 3 INCHES NOR BE LESS THAN 2 INCHES. 3. PLACING CONCRETE A. VIBRATE ALL CONCRETE B. ALL CONCRETE WORK SHALL ADHERE TO THE LATEST A.C.I. STANDARDS FOR WINTER POURING AND CURING PROCEDURES IF SEASONAL CONDITIONS APPLY. 4. CURING A. AFTER PLACEMENT, PROTECT CONCRETE FROM PREMATURE DRYING B. MAINTAIN CONCRETE WITH MINIMAL MOISTURE LOSS AT RELATIVELY CONSTANT TEMPERATURE FOR A PERIOD NECESSARY FOR HYDRATION OF CEMENT AND HARDENING OF CONCRETE 5. PROVIDE HAND RUBBED SMOOTH FINISH TO ALL EXPOSED VERTICAL FORMED CONCRETE SURFACES. AF 6. FIELD QUALITY CONTROL A SUBMIT THREE (3) CONCRETE TEST CYLINDERS - TAKEN FOR EVERY 15 CUBIC - YARD OR LESS. SUBMIT CONCRETE TESTS TO THE PROJECT MANAGER N ACCORDANCE VAIN ASST., C-31 AND C-39. B. SUBMIT ONE (1) ADDITIONAL TEST CYLINDER - TAKEN DURING COLD WEATHER POURS, AND LURID ON JOB SITE UNDER SAVE CONDITIONS AS CONCRETE IT REPRESENTS. B. SUBMIT ONE (1) SLUMP TEST - TAKEN FOR EACH SET OF TEST CYLINDERS TAKEN. 7. DEFECTIVE CONCRETE MODIFY OR REPLACE CONCRETE NOT CONFORMING TO RECARED LINES DETAILS OR ELEVATIONS AS DIRECTED BY ARCHITECT/ENGINEER. MAR 14 1111 � SpectraSite IcoAvIffilffrcanoas 9800 WCHNOHO. SUITE 535 HWSTOH. Tx 77042 TEL : (713) 278-1616 FAX (713) 278-15N I Ar. N•K I 9Tscnrnw I 3 k a 19 I y PRpVEO 9 0. 81as1S'(A1 OSHE CNpti�� ����R . C044 Olt"" AT&T Ml XCT WANAC . I Y KNg Y Ii U UAIT: 7_7-M MAW BY: SILO NECKTIE 87 : GENEM NOTES & SPECIFICATIONS ACOR M: A7HWYHAB MPORIE TOW M71 GN.2 AT&T PART 1 - GENERAL 1. SECTION INCLUDES STRUCTURAL STEEL FRAMING MEMBERS. BASE PLATES, BARS AND GROUTING UNDER BASE PLATES 2. SUBMITTALS. - SHOP DRAWINGS: INDICATE SIZES, SPACING, AND LOCATIONS OF STRUCTURAL MEMBERS, OPENINGS, CONNECTIONS CAMBERS, LOADS, AND WELDED SECTIONS 3. DUALITY ASSURANCE A. FABRICATE STRUCTURAL STEEL MEMBERS IN ACCORDANCE WITH AISC SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS B. PERFORM DESIGN UNDER DIRECT SUPERVISION OF A PROFESSIONAL STRUCTURAL ENGINEER LICENSED N THE STATE PART 2 - PRODUCTS 1. MATERIALS A. STRUCTURAL STEEL MEMBERS: B. STRUCTURAL TUBING: C. PIPE: D. BITS NUTS AND WASHERS E. ANCHOR BOLTS: F. WELDING MATERIALS: AS 7 A572, GRADE SO ASMT A500, GRADE B ASMT A53, TYPE E OR S. GRADE B AS/T A325 ASMT A307 AWS DT.L TYPE REQUIRED FOR MATERIALS BEING WELDED G. GROUT: NON -SHRINK TYPE, PREMIX COMPOUND CONSISTING OF NONMETALLIC AGGREGATE CEMENT, WATER REDUCING AND RASTICONG ADDITIVES, CAPABLE OF DEVELOPING A MINIMUM COMPRESSIVE STRENGTH OF 7DOOPIi AT 28 DAYS. H. SHOP AND TOUCH-UP PRIMER SSPC 15. TYPE 1, RED OXIDE I. TOUCH-UP PRIMER FOR GALV. SURFACES ZINC RICH TYPE 2. FABRICATION: CONTINUOUSLY SEAL JOINTED MEMBERS BY CONTINUOUS WELDS. GRIND EXPOSED WELDS SMOOTH- . 1 FINISH: A. PREPARE STRUCTURAL COMPONENT SURFACES N ACCORDANCE WITH SSPC SP-1 TO SP-10 PROCEDURES B. STRUCTURAL STEEL MEMBERS SHALL BE HOT DIPPED GALVANIZED. PART 3 - EXECUTION 1. EXAMINATION AND PREPARATION: VERIFY THAT THE FIELD CONDITIONS ARE ACCEPTABLE. 2. ERECTION: A ALLOW FOR ERECTION LOADS PROVIDE TEMPORARY BRACING TO MAINTAIN FRAMING IN ALIGNMENT UNTIL COMPLETION OF ERECTION AND INSTALLATION OF PERMANENT BRIDGING AND BRACING. B. FIELD WELD COMPONENTS INDICATED ON SHOP DRAWINGS G DO NOT FIELD CUT OR ALTER STRUCTURAL MEMBERS, MTHOUT APPROVAL OF THE ARCHITECT/ENGINEER. D. AFTER ERECTION, PRIME WELDS, ABRASIONS AND SURFACES NOT SHOP PRNED OR GALVANIZED EXCEPT SURFACES TO BE N CONTACT MATH CONCRETE. 3. FIELD QUALITY CONTROL - FIELD INSPECTION OF MEMBERS CONNECTIONS, WELDS AND TORQUING. GENERAL NOTES AND SPECIFICATIONS DIVISION 16: ELECTRICAL SECTION 16M - BASIL ELF TRICAI MATFRIAI S AND METHODS I. CONTRACTOR SHALL RENEW THE CONTRACT DOCUMENTS PRIOR TO ORDERING THE ELECTRICAL EQUIPMENT AND STARTING THE ACTUAL CONSTRUCTION. CONTRACTOR SHALL ISSUE A WRITTEN NOTICE OF ALL FINDINGS TO THE ARCHITECT LISTING DISCREPANCIES OR CONFLICTING INFORMATION. 2. ELECTRICAL PLANS, DETAILS AND DIAGRAMS ARE DIAGRAMMATIC ONLY. VERIFY EXACT LOCATIONS AND MOUNTING HEIGHTS OF ELECTRICAL EDIPMENT WITH OWNER PRIOR TO INSTALLATION. 3. EACH CONDUCTOR OF EVERY SYSTEM SHALL BE PERMANENTLY TAGGED N EACH PANELBOARD, PULLBOX, JUNCTION BOX. SNITCH BOX, ETC THE TYPE OF TAGGING METHODS SHALL DE N CoMPUANCE WITH OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (O.SH.A). 4. ALL MATERIALS AND EOUIPMENT SHALL BE NEW AND N GOOD WORKING CONDITION WHEN INSTALLED AND SHALL BE OF THE BEST GRADE AND OF THE SAME MANUFACTURER THROUGHOUT FOR EACH CUSS OR GROUP OF EQUIPMENT MATERIALS SHALL BE LISTED 'd WHERE APPUCABLE. MATERIALS SHALL MEET ■TN APPROVAL OF ALL GOVERNING BODIES HAVING JURISDICTION. MATERIALS SHALL BE MENUFACTURED N ACCORDANCE WITH APPLICABLE STANDARDS ESTABLISHED BY ANSI, NEMA, NBFU AND ' UL- LISTED. 5. ALL CONDUIT SHALL HAVE A 'MULE TAPE' PULL 6. PROVIDE PROJECT MANAGER WITH ONE SET OF COMPLETE ELECTRICAL 'AS INSTALLED' DRAWINGS AT THE COMPLETION OF THE JOB. SHOWING ACTUAL DIMENSIONS, ROUTINGS AND CIRCUITS 7. ALL CIRCUIT BREAKERS, FUSES AND ELECTRICAL EQUIPMENT SHALL HAVE AN INTERRUPTING SHORT CIRCUIT CURRENT TO WMCH THEY MAY BE SUBJECTED, AND A MINIMUM OF 10.000 A.C.I. 8, THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED AS REQUIRED BY UBC, NEC AND ALL APPLICABLE CODES. 9. PATCH . REPAIR AND PAINT ANY AREA THAT HAS BEEN DAMAGED IN THE COURSE OF THE ELECTRICAL WORK. 10. PLASTIC PLATES FOR ALL SWITCHES, RECEPTACLES, TELEPHONE AND BLANKED OUTLETS SHALL HAVE ENGRAVED LETTERING WHERE INDICATED ON THE DRAWINGS. WEATHERPROOF RECEPTACLES SHALL HAVE SIERRA fWPD-8 LIFT COVERPLATES 1. WRE AND CABLE CONDUCTORS SHALL BE COPPER, 50OV, TYPE THHN OR THWH, MATH A MN. SIZE OF /12 AWG., COLOR CODED. ALL RECTIFIER CROPS SHALL BE STRANDED TO ACCEPT CRIMP CONNECTORS 2. ALL CHEMICAL GROUND RODS SHALL BE 'UL' APPROVED. 3. METER SOCKET AMPERES VOLTAGE, NUMBER OF PHASES SHALL BE AS NOTED ON THE DRAWINGS MANUFACTURED BY MILBANK OR APPROVED EQUAL AND SHALL BE UTILITY COMPANY APPROVED. 4. CONDUIT: A RIGID CONDUIT SHALL BE U.L LABEL GALVANIZED ZINC COATED WITH GALVANIZED ZINC INTERIOR AND SHALL BE USED WHEN INSTALLED N OR UNDER CONCRETE SUBS, N CONTACT WITH THE EARTH, UNDER PUBLIC ROADWAYS, N MASONRY WALLS OR EXPOSED ON BUILDING EXTERIOR RIGID CONDUIT IN CONTACT WITH EARTH SHALL BE 1/2 LAPPED WRAPPED MTN HUNTS WRAP PROCESS NO. 3. B. ELECTRICAL METALLIC TUBING SHALL HAVE U.L LABEL FITTING SHALL BE GLAND RING CONMPRESSION TYPE C. FLEXIBLE METALLIC CONDUIT SHALL HAVE U.L LISTED LABEL AND MAY BE USED WHERE PERMITTED BY CODE FITTINGS SHALL BE 'JAKE' OR 'SQUEEZE' TYPE. ALL FLEXIBLE CONDUITS SHALL HAVE FULL LENGTH GROUND WARE D. ALL UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE 40 OR 80 WTH UV PROTECTION (UNLESS NOTED OTHERWISE) AT A MINIMUM DEPTH OF 42' BELOW GRADE 1T IS REQUIRED AND WILL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO NOTIFY J.U.LI.E. AT 1800-892-0123 OR OTHER SUCH NOTIFYING AGENCY FORTY-EIGHT (48) HOURS PRIOR TO DIGGING. 5. CONTRACTOR TO COORDINATE WITH UITUTY COMPANY FOR CONNECTION OF TEMPORARY AND PERMANENT POWER TO THE SITE THE TEMPORARY POWER AND ALL HOOKUP COSTS ARE TO BE PAID BY THE CONTRACTOR. 6. ALL ELECTRICAL EQUIPMENT SHALL BE LABELED MATH PERMANENT ENGRAVED PLASTIC LABELS WITH WHITE ON BLUE BACKGROUND LETTERING (MINIMUM LETTER HEIGHT SHALL BE 1/4-INCH). NAMEPLATES SHALL BE FASTENED MATH STAIESS STEEL SCREWS, NOT ADHESIVE. 7. UPON COMPLETION OF WORK CONDUIT CONTINUITY, SHORT CIRCUIT, AND FALL POTENTIAL GROUNDING TESTS BY AN INDEPENDENT TESTING SERVICES ENGAGED BY THE CONTRACTOR SHALL BE SUBMITTED FOR APPROVAL SUBMIT TEST REPORTS TO PROJECT MANAGER. CLEAN PREMISES OF ALL RESULTING FROM WORK AND LEAVE WORK IN A COMPLETE AND UNDAMAGED CONDITION. B. GROUNDING ELECTRODE SYSTEM A. PREPARATION 1. SURFACE PREPARATION: ALL CONNECTIONS SHALL BE MADE TO BARE METAL ALL PAINTED SURFACES SHAM BE FIELD INSPECTED AND MODIFIED TO ENSURE PROPER CONTACT. NO WASHERS ARE ALLOWED BETWEEN THE ITEMS BEING GROUNDED. ALL CONNECTIONS ARE TO HAVE A NON -OXIDIZING AGENT APPLIED PRIOR TO INSTALLATION. 2. GROUND BAR PREPARATION: ALL COPPER GROUND BARS SHALL BE LEANED, POLISHED AND A NON -OXIDIZING AGENT APPLIED. NO FINGERPRINTS OR DISCOLORED COPPER WILL BE PERMITTED. 3. SLEEVES ALL GROUNDING CONDUCTORS SHALL RUN THROUGH PVC SEEVES WHEREVER CONDUCTORS RUN THROUGH EMT, BOTH ENDS OF CONDUIT SHALL _ BE GROUNDED. SEAL BOTH ENDS OF CONDUIT WITH SILICONE CAULK. B. GROUND BARS 1. ALL GROUND BARS SHALL BE 1/4-INCH THICK TINNED COPPER PLATE AND OF SIZED INDICATED ON DRAWINGS. 2. ALL CONNECTIONS TO THE GROUND BAR SHALL OBSERVE THE FOLLOWING SEQUENCE A. BOLT -MEAD B. 2-HOLE LUG C. TINNED BUSS BAR 0. STAR WASHER E. NUT C. EXTERNAL CONNECTIONS 1. ALL GROUNDING CONNECTIONS SHALL BE MADE BY THE EXOTHERMIC WELD PROCESS. CONNECTIONS SHALL INCLUDE ALL CABLE TO CABLE, SPUCES, TEE'S CROSSES, ETC. ALL CABLE TO GROUND ROD SPLICES AND LIGHTNING PROTECTION SYSTEMS ARE TO BE AS INDICATED. ALL MATERIALS USED (MODS, WELDING METAL, TOOLS, ETC.) SHALL BE BY 'CADWELL" AND INSTALLED PER MANUFACTURER'S RECOMMENDED PROCEDURES 2. ALL GROUNDING AND BONDING CONDUCTORS SHALL BE CONNECTED BY TWO HOES CRIMP TYPE (COMPRESSION) CONNECTIONS (EXCEPT FOR THE ACEG AND GROUND ROD) MECHANICAL CONNECTIONS FITTINGS OR CONNECTIONS THAT DEPEND SOLELY ON SOLDER SHALL NOT BE USED. D. GROUND RODS ALL GROUND RODS SHALL BE 5/8-INCH DIAMETER X 10'-0- LONG-COPPERWELD' OR APPROVED EQUAL OF THE NUMBER AND LOCATIONS INDICATED. GROUND RODS SHALL BE DRIVEN FULL LENGTH VERTICAL IN UNDISTURBED EARTH. E. GROUND CONDUCTORS ALL GROUND CONDUCTORS SHALL BE STANDARD TINNED SOLID BARE COPPER ANNEALED, AND OF SIZE INDICATED ON DRAWINGS F. LUGS 1. LUGS 94ALL BE 2-HLE, SHORT BARREL. STRAND COPPER UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS LUGS SHALL BE THOMAS AND BETTS SERIES /548--BE OR EOUNALENT A 535 MOM OLD 54880SE B. 262 MOM DLO 54872SE I D [Y] D C. /1/0 OLD 54862BE L:I LLLSSS D. 14/0 THWN AND BARE 54666BE MAR 14 2001 54862BE E /2/0 THWN F. /2 THHN 54207BE G. (6 OLD 542058E By- 2. WHEN THE DIRECTION OF THE CONDUCTOR MUST CHANGE, IT SHALL BE DONE GRADUALLY. THE CURVATURE OF THE TURN SHALL BE DONE IN ACCORDANCE WITH THE FOLLOWING CHART: GROUNDING CGNDUCTOR42ECONDUCTOR 42E NO. 6 AWG TO NO. 4 AWG 6 INCHES NO. 2 AWG TO NO. 1/0 AMC 8 INCHES NO. 2/0 AWC TO 4/0 MOM 12 INCHES 250 MOM TO 750 MOM 24 INCHES SpectraSite M-Offulyrcanows 9BW MI MC D. SURE 555 HWSTC . TX n042 TEL : (713) 273-1616 FAX : (713) ¢78-1599 I AEv A7AIE I BaDSTq„ � a W 1 O W O O � 4 N e � e - a IF 'IRE A'??p %EIN SU"'ll AI ARE v ow ED,S pcOINRER1G PRIOR 10 WE CITY OCCU _ TO THE CHINOE cill Of, A Ter PRO CT MAHADE9: WRY KE Y WMTED OATS: 7-7-W MAW BY: q0 CHECXED BY : GENERAL NOTES 8 SPECIFICATIONS ADORE: 7WR&NIB LAPDRIE, TEXAS "91 GN.3 AT&T 1 G, GROUND RING TO. GROUNDNG RESISTANCE TEST REPORT 1. THE EXTERNAL GROUND RING ENCIRCLING THE TOWER (IF APPLICABLE) AND UPON COMPLETION OF THE TESTING FOR EACH SITE A TEST REPORT EQUIPMENT PLATFORM SHALL BE MINIMUM SIZE OF NO. 2 A.W.G. SOLD TINNED BARE SHOWING RESISTANCE N OHMS WITH AUXILIARY POTENTIAL ELECTRODES AT 3. ANTENNA AND COAXIAL CABLE GROUNDING COPPER CONDUCTOR N DIRECT CONTACT WHIN THE EARTH AT A DEPTH OF 5 FEET AND 10 FEET INTERVALS UNTIL THE AVERAGE RESISTANCE STARTS NOT LESS THAW 42 INCHES. CONDUCTOR BENDS BULL HAVE A MINIMUM INCREASING AND ALSO NOTE THAT 10-15 PHOTOS MUST BE TAKEN TO PROOF A ALL EXTERIOR 16 GREEN GROUND WIRE 'DAISY CHAIN' CONNECTIONS BENDING RAINS OF EIGHT (8) INCHES. ENTIRE EXTERNAL GROUND RING SYSTEM BEFORE BACKFlLL TWO (2) SETS OF ARE TO BE WEATHER SEALED WITH ANDREWS CONNECTOR/SPUCE 2. ALL EXTERNAL GROUND RINGS ARE TO BE JO91ED TOGETHER AND ALL TEST DOCUUMTS ARE OF THE INDEPENDENT TESTING SERVICE TO BE BOUND WEATHERPROOFING KIT TYPE 0221213 OR EQUAL CONNECTION AND SUBMITTED WTDIN ONE (1) WET]( OF WORK COMPLETION. MUST BE CADWFIDED. NO LUGS OR CLAMPSWILLBEB. ALL COAXIAL CABLE GROUNDING K1T5 ARE TO BE INSTALLED ON ACCEPTED. STRAIGHT RUNS OF COAXIAL CABLE (NOT WITHIN BENDS) (a H. FENCE/GATE SEC710H 16503 - POLES. POSTS AND STANDARDS GROUND EACH GATE POST, CORNER POST AND GATE AS INDICATED MNGF MILT AND SFIF SUPPORTING TOWERS1 ON DRAWING GROUCLD CONNECTIONS TO FENCE POSTS AND ALL OTHER CONNECTIONS FOR THE GROUND GRID SYSTEM SHALL BE MADE BY 1. GENERAL 4. COAXIAL CABLE IDENTIFICATION SpectraSite EXOTHERMIC WELD PROCESS. AND PER RECOMMENDATIONS AND PROCEDURETALLED AND SPRAYED WITHCCOID-S SA LIGHTNING ROD AND EXTENSION PIPE INCLUDING ALL APPURTENANCES, A. TO PROVIDE EASY IDENTIFICATION AND UNIFORM MAKING OF COMMUNIMMONS GALVANIZED PAINT. TO BE FURNISHED BY OWNER. ANTENNA GCA�G, PLASTIC TAGS SHALL BE USED AT THE 9eao Rlplupll, surf sss B. PROVIDED lE1PORARY LIGHTING FOR TOWER AS PER FM REGULATIONS FOLLOWING STs . IX 77042 9. LILE.E. FALL POTENTIAL TESTS DURING CDNSBIICTION, F REQUIRED. 1. FIRST LOCATION IS AT THE END OF THE COAX NEAREST TEL : (713) 278-1616 C GROUNDINGTHE ANTENNA (WHERE THE COAXIAL CABLE AND JUMPER FAX : (7U) 278-1599 A FOR RAW LAND SITE GROUND TOWER BIRTH A MINIMUM OF /2 AWG TINNED SOLID BARE COPPER ARE CONNECTED} irtv Uo..rt asaonw I. GROUND TESTS SHALL BE PERFORMED AS INDICATED ON DRAWINGS CONDUCTOR CMIELDED TO TOWER GROUND LUG. TWO (2) GROUNDING 2. SECOND LOCATION IS INSIDE THE SHELTER NEAR THE A 8100lE GROUND COWER OR THE METHOD OF USING TWO AUXILIARY LEADS PER 70" LEG. WAVEGADE ENTRY PORT. GROUND RODS (AS OESC IPBED N LE.E.E. STANDARDS NO. 81-1983. NO EXOTHERMIC EGOS SHALL BE ATTACHED DIRECILY TO B. USE ANDREW CABLE TIES (PT. /27290) 70 SECURE IDENTIFICATION TAGS. PART 1) MAY BE USED. THE LEES METHOD REQUIRES THE USE OF AN S ICRIRA MnlBERLSl OF THETOWER A.C. TEST CURRENT. THE AUXILIARY TEST RODS MUST BE SUFFICIENTLY FAR WAY FROM THE ROD UNDER TEST SO THAT THE REGIONS IN WHICH THEIR RESISTANCE IS LOCALIZED DO NOT OVERLAP. THE TEST POINT 5. TESTING WILL BE THE GROUND ROD AND WALL CONSIST OF THE THREE POINT FALL OF POTENTIAL MEGGER TEST METHOD, USING THE BIDDLE NULL- COAXIAL ANTENNA CABLLI AT&T SHALL PROVIDE AN SWEEP EST A REPO AGENCY O BALANCE EARTH TESTER MEGGER •250220-2 OR EQUIVALENT) PERFORM THE COAXAL SHEEP LEST AND REPORT. THE CONTRACTOR W ( T) IS TO PROVIDE ONE CUMBER / QUALIFIED PERSONNEL TO ASSIST IN F LL 2. CONTRACTOR TO CONDUCT GROUND RESISTANCE TEST IN THE FORMAT 1. GENERAL ANY REPAIRS AND WEATHERPROOFING ONCE THE TEST IS COMPLETE Ay AS FOLLOWS: A. AMATERIALS 19 RA PRODUCTS OR PROCEDURES INCORPORATED INTO THE CONTRACTOR IS To PROVIDE AT&T WITH A MINIMUM OF 48 HOURS B. EQUIPMENT PLATFORM WORK SHALL BE NEW AND OF STANDARD COMMERCIAL DUALITY. NOTICE PRIOR TO THE TIME OF THE SWEEP TEST. O C I. FIRST LEST -SHALL BE WITH FOUR GROUND RODS INSTALLED, ONE 8. CERTAIN MATERIALS AND PRODUCTS WILL BE SUPPLIED BY THE OWNER ((REFER TO GENERAL CONDITIONS FOR THE UST OF OWNER FURNISHED EQUIPIA I. AT EACH COINER OF THE PLATFORM BUT NOT CONNECTED TO THE MATERIALS AND SUPPLIES FOR THESE ITEMS). THE CONTRACTOR IS REWM98LE MAN GROUNDING BUS FURNISH WIRE TO CONNECT (TEMPORARY FOR PLOWP AND DELIVERY OF ALL SUCH MATERIALS O J CLAMP) ALL FOUL GROUND RODS TOGETHER TO MAKE A SYSTEM TEST AFTER EACH ROD IS NOIMDUALLY TESTED. F ANY INDIVIDUAL C. ALL OTHER MATERIALS AND PRODUCTS SPECIFIED N THE CONTRACT ROD TEST 25 OHMS OR MORE THE ELECTRICAL CONTRACTOR AND DOCUMEEITS BOLL BE SUPPLIED BY THE CONTRACTOR. N OWNER'S REPRESENTATIVE SHOULD BE NOTIFIED SO THAT THE ROD 2. MATERIALS:.. N CAN BE DRIVEN DEEPER UNTIL ALL FOUR RODS HAVE A RESISTANCE - aa OF 10 OHMS OR LESS ON A DRY DAY. A COAXIAL CABLE 4 2. SECOND TEST - STALL BE WITH THE GROUND RODS CONNECTED, I. INSTALL COAXIAL CABLE AND TERMINATIONS BETWEEN ANTENNAS u a WITH DRY SOIL AND MEN NO STANDING WATER HAS BEEN PRESENT AND EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS FOR THE PAST TEN (10) DAYS THE MAXIMUM ALLOWANCE READING IS WEATHERPROOF ALL CONNECTORS BETWEEN THE ANTENNA AND 5 OHMS TO GROUND. F THE RESISTANCE OF THE ENTIRE SYSTEM EXCEEDS EQUIPMENT PER MANUFACTURERS REQUIREMENTS TERMINATE 5 OHMS, NOTIFY THE CONTRACTOR AND OWNER'S REPRESENTATIVE NS SO THAT ADDITIONAL AND/OR DEEPER RODS CAN BE INSTALLED. tDCJ1TIOU )MESS OTHERWISE STATEDIN EXCESS OF EQUIPMENT pPPRpVE`D'' CUB��Tj pL C. TOWER 2. WTDIFOCCO A POOR LENGTH, DIAAMETER. ROUTING, ,AND L MOUNTING APPURTANANCES IF tH IEG 1 p It �,' �R�Q ??,jolt 1. FIRST TEST - SHALL BE EQUALLY SPACED AROUND TTHHE TOWER FOUNDATION. IBIUT NOT (MINIMUM), pRE �DD yjr 15 p' `URRING• FURNISH WIRE CONNECTCONNECTED TO THE T((TE/PORARY CLAP) ALL THREE GROUND PLATFORM EXTERNAL GROUND RING. I 90 7! FT OR COAL CABLE SIZE PEER LENGTHS TO O T rHANGE 0� . RODS TOGETHER TO WAKE A SYSTEM TEST AFTER EACH ROD IS N FE. TO 150 FT. - 1 1/4' INDMDUALLY TESTED. F ANY INDIVIDUAL ROD TESTS 25 OHMS 1S0 F_E_AND ABOVE - 1 5/8'. OR MORE, NOTIFY THE CONTRACTOR AND OWTFR'S REPRESENTATIVE _y SO THAT THE ROD CAN BE DRIVEN DEEPER UNTIL ALL THREE (3) RODS 4. TAG ALL MAN CABLES AT TWO (2) LOCATIONS HAVE A RESISTANCE O 10 OHMS OR LESS ON A DRY DAY. A. NTENNAS g MINE BRPVZ14T SHELTER NEAR THE WAVEGADE ENTRY PORT. 2. SECOND TEST - SHALL BE W17H THE GROUND RODS CONNECTED, WITH DRY SOIL AND WREN NO STANDING WATER HMS BEEN PRESENT 5. EACH COAX SHALL BE SUPPORTED WITH COLUMN GRIP (C HINESE FINGER GRIP) QY FOR THE PAST 1" (10) DAYS, THE MAXIMUM ALLOWANCE READING IS HUM FROM A J-HOOK AT TOP OF TOWER. F(� 5 OHMS TO GROUND. F THE RESISTANCE OF THE ENTIRE SYSTEM EXCEEDS 5 GINS THE ELECTRICAL CONTRACTOR AND OWNER'S 6. EACH COAX SHALL BE GROUNDED A7 THREE (3) LOCATIONS TOWER PLATFORM, TOWER BASE D O REPRESENTATIVE SHOULD BE NOTIFIED SO THAT EITHER AND NJILDIIC PORT ENTRY. I II)�u D ADDITIONAL AND/OR DEEPER RODS CAN BE INSTALLED. 0. EOUFMEN7 PLATFO M AND TOWER 7. COAXIAL CABLES TO BE SUPPORTED EVERY 3'-0' ON PLATFORM WITH STAINLESS AT&T a9aXtr x.xvuXn: WwY Kx9lEY 5,HANGERS. MAR 14 2001 ' ZD °X" I. AFTER THE EQUIPMENTHD ER PLATFORM ATOWGROUND RESISTANCE TEST IS COICOMPLETED,CONTRCONTRACTOR SHALL TIEEOUFIENT PLATFORM IX7ERNAI. & JIAIPFRS 10 HE SUPPORTED EVERY 18' WITH STAINLESS STEEL HANGERS tw4w BY. aLa GROUND RING AND TOWER EXTERNAL GROUND RING TOGETHER AFTER FIRST AND SECOND TEST ALL CONNECTIONS MOIST BE MADE USING o "m 9Y: EXOTHERMIC WELD. NO LUGS OR CLAMPS WILL BE ACCEPTED. 'AV GENERAL NOTES 8 SPECIFICATIONS 2. AFTER ALL THEE FGROUND RINGS ARE TIED TOGETHER. COMPLETE: A' YEGCER CHECK O THE THE GROUND SYSTEM SHOULD BE DONE THE MAXIMUM >m NAY 1N8 ALLOWANCE LEADING IS 5 OHMS TO GROUND. UPORfE iFXATT7671 GNA GENERAL NOTES AND SPECIFICATIONS I AT&T PLACE OF BEGINNING (PAPCNI m•Ci) POINT OF COMMENCING (10 LEASE 92) (,S' ACCESS EAUVENi) 110 V0.111 EASEUE1:) (P.fiOyp ! ,N.11 EISEu CN:) (^ CSEO SNELR ILE ASE 9:C) /16 sm — — — — — —SOUTH A' STREET (60' R.O.W.) (<50HALi PA 1EM--N i) IX Nmle,ls {RTMYFL tgVrfJ m m I ASIS M'IpI EI@,AAY Id 11HADMA,N2 N/TRp g1] I 8 D F }� SpectraSite O ( so' C0�f1�JlUN/C4T/ONS Q o UST(*. T 7704 535 - ,0• C�M,'.'"fi' 0 :0_u5i0N. ix ))tN3 NOTE: 4� o Q -- (713) 276-1616 THIS PLAN IS SHOWN TO CLARIFY THE RELATIONSHIP OF N (715) 273-1599 PROPOSED AT&T WORK TO OVERALL SiTE ONLY. rp � x E„si,NG x =EI /nrz oEscxclnll SPECTRASITE COMMUNICATIONS, CLAIMS NO RESPONSIBILITY I , C -i 4L'04nu- ; ES/Ol 2i_:U a Pihi QV p i Opiff$ z :0` x }C FOR THE LEGAL DESCRIPTIONS SHOWN. REFER TO SURVEY o 3 � a PG o-6 BUILDING - SHEET FOR COMPLETE SiTE INFORMATION. �a g of le ?PPD��QQrc`' Z I GG Pay - .I 6 �s� �Q�O�i 0: ,qvIN 1! i .06i OGv Q GP60\GV�O$ J co s— g PLACE OF BEGINNING (= 3 q Tlo. aT SEw.N:) i= Q I $ °t 5 srsn xoo� EAST 60.00, ai° �Oi!•! •�" PROPOSED UTILITY ESM'T. \\ 9C 1 9. 0, , ,p u.-, — o r RESERVED GRASS AREA PARKING SPACES 8 ."'.' -_- - + _' �"• • • • • �'�qs 11 EmNxc h �js� 1 •, *1 2C*- TOWER LEASE SITE >° _ - D / JOSEPH S. ABBOUD / 0.082 AC. / ........................ / C3.600 S.F. - I / j • f- so o ao ao $ 5. r p g MAR 14 2001 s9�ya IT.�/CE E- N6' � f 1 F, I ---- —e Txi3�.DNS •NG== PLACE OF BEGINNING f1/ <s�,. e "`� �° �p0y Q EQn>vAY '9'0 ^� g^ -5 t\� /ONA� E a9'.mczs ESA-.) iI/ $ e 8� ] J w.Si6TaVF5NELle, `v \\\\���� SCALE : I" = 30' 0" uoaN KiA ..4 I --------------------- I N�:N_>� ,.:' I THE SE:=_ APPEARING ON THIS %—As.a' — ST 00' Lnna�s I I DOCUM' ,IT WAS AUTHORIZED BY Lsm� o�T� ].SJ nmmjz OF '-0i 9 , C, , s' E OF 7E��� DOSE, S. ABBOUD, P.E 69894 WEST /250i0' jy,�P'(,.........agsA\�,) GPI------------------- Mdr/t0.n y A✓CS /f �a(a%i'a� ai /1G/n f faL \ �j is Pacc / / t�{,(m PROP. SHELTE t : yj� • t - °""6rn: v.'rn ocNOELY 4nJ 1-11/ � Agi Of 46w 4e%�• (A.�'�' �Ga�i4J PLACE OF LEASE SITE v � ' • �a� `e rrc; '-'-oo / , D9]WN a RL0 0.0069 AC. 20J 60.Fi. , °�, 4•q G✓/Tan BEGINNING/�C.....................•....... Dq.t.n� J�7wa E ao P 2. E 9m ...HEED PHILL IPS '') �� j OVERALL SITE RAN Ca EN ; inorM: wl�ws UPONTF TESTr5T SW:N EwE 3Gty _! 80UTH •B• STREET (W RO.W.) l , FOR &REVISIONS ��\ CIS OVERALL SITE PLAN SCALE: 1"=30'-G' j AT&T Of W H w co v ® p AO�[ QOt2E m �. Q.Q. ® KQi QO . •III Al Wqp. Ai J 1 �I Ohl I LIT LIE/UT— UE/UT— LIE/UT— NOTE: THIS PLAN IS SHOWN TO CLARIFY THE RELATIONSHIP OF PROPOSED AT&T WORK TO OVERALL SITE ONLY. SPECTRASITE COMMUNICATIONS, CLAIMS NO RESPONSIBILITY FOR THE LEGAL DESCRIPTIONS SHOWN. REFER TO SURVEY SHEET FOR COMPLETE SITE INFORMATION. I 0 / n 4 SpectraSite cV,ffffa#rcar VNS 9E00 RlW.MD, LATE 555 _ XWSTM, TR ]]0A2 TEL: (]U) 278-W6 F" : (]q) 275-1525 t 2/26/01 6EL 7 .7&1 DRWtA AEA/ m rcxunu• jj 2/26/01 .3 7, rw 0.PoN0 F♦CLTES Are-,,, S. V Q�GK Q ON ti $ Cov = Iio[�C�C��df�D i IIII MAR 14 2001 � 4 A, Of TE .4%lkt • i / I ,� I ! trs � •, p«FtEE0•MPF11LU A NE V Al 4] p • � •� l bd Ifd fId q-I�d i A m ENLARGED SITE PLAN FOR SCALE: 1• = 10' W lz d ,K SELL w•fuvc a m oc T w:NFC[0 W A4]r S. APATA, PE. 6 59♦ OR_ .Tti P EU M &R: W nlIX R IIM DAM 8-15-M ORA" V: L00uEZ E t,XD V : ENLARGED SRE PLAN ADDRESS: m) Im'T 1168 LAPO TE TEIW TZAI C.2 AT&T 10 0 10 20 60'-0' EXISTING 185' SELF SUPPORT SCALE : I" = 10'-0' LATTICE TOWER EXISTING POWER POLE NEW AT&T PANEL ANTENNAS MOUNTED AND METER - ® 140' AGL REFER TO SHT. A.2 FOR DETAILS. EXISTING NDCTEL SHELTER V \ EXISTING CONCRETE SLAB EXISTING COMPOUND ( C 0 FENCE I� W ` 0 EXISTING CONCRETE SLAB Q FOR PROPANE TANK Z i Of EXISTING COMPOUND GATE co (AT&T ACCESS) VEiUT— UEiVr— UE i Ur JIF NOTE: THIS PLAN IS SHOWN TO CLARIFY THE RELATIONSHIP OF PROPOSED AT&T WORK TO OVERALL SITE ONLY. SPECTRASITE COMMUNICATIONS, CLAIMS NO RESPONSIBILITY FOR THE LEGAL DESCRIPTIONS SHOWN. REFER TO SURVEY SHEET FOR COMPLETE SITE INFORMATION. 0 EXISTING OVERHEAD UTILITIES m � \F �o� Y�/ D m Qi c; o0 m /UT UcrUT— UE/UT I - NEW COAXIAL CABLE (NOT FIELD OLOCATED) i D LI9 O U BRIDGE. REFER TO S A.3 I D FOR DETAILS MAR 14 200' � gY %lAw! steat,.es j •mvwom mt•.m m .m SpectraSite evlf1lIlUN/C4r1v#$ 9eoc MOD$iQV� JSM4, T 9aT 535 if lJJ[$ El : (lU) 27e-:616 ' iar : (713) 228_1.99 rw1D OM.. . ^. 2r26ro1 arsr c -V FK 10 r� W � WM0 J 1 y H . it .•� � ••*Il .... JOS= H S..'.5BOUD i :........: �4 6989_; I+�FSc'CENS-' ` /ONAl- NEW POWER RACK, METER4 / I THE SA4PPEPRING ON iH: AND DISCONNECT. REFER I DOCUMENT WAS Al-T.OPIZED JOSEPH S. ABBOUO. P E 690 of r TO SHi. E.6 AND E.7 tE E 1 FOR DETAILS.rgslON------------------- I p I ''.f / a:tr aaWE°r .a.aDER: vs�+ iavDrlY • p /f l 4.-0' 5'-0' p of I D. REED PHILLIPS caccD W J s................ •u — — — — — — ' T ' f o • 81537 ENLARDED SITE PUN FEXISTINGS ROAD 5-5 1/4.1 6'-0o f4��� •��CEN �NV`��I I Aoo�ss. an xvrcwa tayomE r17u9 r2srr 15'-226'-0' 18'-10' - FOR ±�2EVISIDN$ 3`� 01 C.2.1 ENLARGED SITE PLAN SCALE: 1•=10'-0• AT&T EXISTING ANTENNA MOUNT WITH PANEL ANTENNAS NEW DIRECTIONAL PANEL ANTENNAS (MJPCS—VR-16-09007) TOTAL OF NINE (9) MOUNTED ON 14'-0" LOW —PROFILE STEEL PLATFORM. REFER TO SHT. A.2 FOR DETAILS AND COAXIAL CABLE LENGTHS. EXISTING 185'-0* SELF SUPPORT TOWER NEW COAXIAL CABLE BRIDGE. SEE DET. 1Q SHT A.3 NEW POWER RACK, METER AND DISCONNECT. REFER TO SHT. E.6 k E.7 FOR DETAILS NEW I V-6• X 26'-0• EQUIPMENT SHELTER. SEE SHELTER MANUFACTURERS DRAWINGS FOR DETAILS. TOP OF EXISTING TOWER 185'-0" AGL �C OF ANTENNAS 140'-0" AGL EXISTING ANTENNA MOUNT WITH PANEL ANTENNAS J NEW DIRECTIONAL PANEL ANTENNAS (M#PCS-VR-16-09007) TOTAL OF NINE (9) MOUNTED ON 14'-0' LOW -PROFILE STEEL PLATFORM. REFER TO SHT. A.2 FOR DETAILS AND COAXIAL CABLE LENGTHS. EXISTING SHELTER EXISTING 185'-0* NOT SHOWN SELF SUPPORT TOWER FOR CLARITY ANTENNAS 8 ANTENNA MOUNTS ARE �„ •/ I DESIGNED TO WITHSTAND 90 MPH WIND SPEEDS NEW 11'-6• X 26'-0• EQUIPMENT SHELTER. SEE SHELTER MANUFACTURERS DRAWINGS FOR DETAILS. — — TOP OF EXISTING TOWER 185'-0" AGL — —J�-C OF ANTENNAS 140'-0• AGL MAR 14 2001 D Ig ! Y NEW POWER RACK, METER AND DISCONNECT. SEE SHT. E.6 do E.7 FOR DETAILS . SpectraSite C0NAfl1N/C4T/ONS 950C RPop M. D. SUITE 565 HWSTM Tx 77042 M : (7ll) 276-1616 E.y (713) 275-1599 4. /G2 'JESC TAM L25/0I +�TE AT&T fFypry r.E . I W 0 19 C 0 H a a �a(E 0 JOSEPH S. A.BBOUD /........................ 69894 �. 110,�. (ICENS6-' • �i 11 t /ONAI ��G= EXISTING --------------------- COMPOUND THE SEAL APPEARING ON THIS EXISTING FENCE �� DOCUMENT WAS AUTHORIZED BY COMPOUND -\ \\ - - �E OF TEN%%, JJOSEPH S. A6BOUD, P.= 69894 FENCE i e jytP. ...... • 11 -- i XT&T PF?WECT WNY.EA: UFRI PENIX- NEW DRILLED D. REED PHILLIPS i 1 CONCRETE PIER. •. A '* aECATED r. NEW DRILLED SEE SHEEP C-1 AND C- SEE S.1 FOR DETAILS. /j•. 8t537 :�e� CONCRETE PIER. FOR ACTUAL LOCATIONS 11°P '�/OENSf- ����� �A70NS SEE S.1 FOR DETAILS. ELEVATION �`; ,N : s ELEVATION (SOUTH OF SITE LOOKING NORTH) e (EAST OF SITE LOOKING WEST) FOR mREVISIONS ` \ A• ELEVATIONS SCALE: 1• = W-(r AT&T 12 GA STEEL CHANNEL 4'-0' LONG B-LINE #8-22 SEE DETAIL #2 THIS SHEET J PIPE MOUNTS z i I J z' N I W a N ( ) aacr z aa� Qa� acr X N D:. N� w cn wLn �• CsU w b O_Z a�b d��� ��II I U II I Q u I n acr4 ` CELLULAR PIPE FRAME ASSEMBLY. MICROFLECT #99285 (TYPICAL) -. EXISTING 140'-0' LATTICE TOWER DIRECTIONAL ANTENNAS TOTAL OF TWELVE (12) LAYOUT PROVIDE APPROPRIATE CABLE CLAMPS FOR COAXIAL ANTENNA CABLES %"DIA. U-BLOT WITH NUTS (TYP. OF TWO PER CHANNEL) o1 0 � Q��Ao'�'� (��'•WSZ7TFR 'AND ;d ''�I �0• 'r`? TORT DETAILS MOUNT DETAILS COLLECTION GROUND BAR MOUNTED ON EXISTING LATTICE TOWERFRAME AT ANTENNA LEVEL,SUPPLIED BY AT&T AND INSTALLED BY CONTRACTOR. GROUND EA CABLE WITH COAX CABLE GROUND KIT CONNECTED TO COLLECTION GROUND BAR. CADWELD GROUND BAR'S DOWNLEAD (/2 AWG SOLID BARE COPPER CONDUCTOR) TO EXISTING TOWER LEG. REFER TO SHEET E-3 FOR DETAILS. CELLULAR PIPE FRAME ASSEMBLY, MICROFLECT 199285 SECTOR-BETA----ATar stesd�ea NEW ANTENNA (TYPICAL) a STABILIZING ROD, TYPICAL SpectraSite PQQRQ \,��\�G CONAMN/CAMIS .aoo moron art au � EXISTING TOWER TUBE LEG �o�Q��` G04 Cl� ANTENNA MOUNTING STRUCTURE DETAIL SCAM NTS W NO. ANTENNA TYPE SECTOR AZIMUTH TAG. Q 1 PCS PANEL ANTENNA - PCS-VR-16-09007 ALPHA 0' GREEN 2 PCS PANEL ANTENNA - PCS-VR-16-09007 ALPHA Or DOUBLE -GREEN O d 3 PCS PANEL ANTENNA - PCS-VR-16-09007 ALPHA 0' QUADRUPLE -GREEN 4 PCS PANEL ANTENNA - PCS-VR-16-09007 ALPHA 0' TRIPLE -GREEN J 5 PCS PANEL ANTENNA - PCS-VR-16-09007 BETA 120' BLUE O H 6 PCS PANEL ANTENNA - PCS-VR-16-09007 BETA 120 DOUBLE -BLUE H 7 PCS PANEL ANTENNA - PCS-VR-16-09007 BETA 120' QUADRUPLE -BLUE 8 PCS PANEL ANTENNA - PCS-VR-16-09007 I BETA 1 120 TRIPLE -BLUE r�J rMNLL Mivi WlilM - r�J-vrt-,V-VJVV/ VMMMI\ c+V RLV 10 PCS PANEL ANTENNA — PCS—VR-16-09007 GAMMA 240 DOUBLE —RED 11 PCS PANEL ANTENNA — PCS—VR-16-09007 GAMMA 240' QUADRUPLE —RED 1') lClrC DAMCI AMTCMMe - orc_va_ra_nonm IrAUUA I ')dn• llDIDI C_DCn Sri: NTS ANTENNA AND COAXIAL CABLES: \ 4•.0- 1. VERIFY EACH COAXIAL CABLE LENGTH, DIAMETER, ROUTING, AND ALL MOUNTING APPURTENANCES WITH AT&T PROJECT MANAGER. lJ L2 U l5 : I� s 12 AT GA STEEL CHANNEL 4'-0' LONG 4'-0' 0/C MAX. 8—LINE #822 2. THE STANDARD COAXIAL CABLE SIZE PER LENGTHS: 90 FT. OR LESS — 7/8', I MAR 14 2001 D 91 FT. TO 150 FT. — 1 1 /4', 150 FF. AND ABOVE — 1 5/8'. -t V 3. TAG ALL MAIN CABLES AT TWO (2) LOCATIONS: A. TOP OF TOWER AT ANTENNAS. B. INSIDE EQUIPMENT SHELTER NEAR THE WAVEGUIDE ENTRY PORT. TOWER LEG —TOWER DIAGONAL MEMBER 4. EACH COAX SHALL BE SUPPORTED WITH COLUMN GRIP ( CHINESE FINGER GRIP) HUNG FROM A J—HOOK AT TOP OF TOWER. SCALE- MS COAXIAL CABLE GENERAL NOTES: SCALE: NTS PZE Rif. Te`%>< ....... r� JOSEPH S. ABBOUD ....................... 69894 r4j Y.in /CENSE "s'�: THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY JOSEPH S. ABBOUD. P.E 69894 r 1 aar moEF w.aL+ zz we r-7-0 oral R FAD o®n: ANTENNA MouW DETARS X5 wlY9 upoIE,TExanvi A.2 AT&T GALVANIZED STEEL PIPE CAP (MANUFACTURED BY "ANDREW" OR APPROVED EQUALea� AT\TWr61F3riF11NCEr ffl.N BOLT W/WASHER ,=kw. ";,, 7,at U WAVEGUIDE BRIDGE KIT ` (ANDREW 1340049-1 OR c APPROVED EQUAL) 10'-0" LONG WAVEGUIDE BRIDGE EXTENSION KIT SpectraSlte ° ° ° ° (ANDREW 1349050-1 OR COMM APPROVED EQUAL) IF .aoo Wom.moNm ra.o. wit REQUIRED. SUPPLIED AND wmms . n � '— INSTALLED BY CONTRACTOR r¢: (M) 2n 1616 27t lm a o ° o 0 COAXIAL ANTENNA CABLE (12 RUNS IF REO'D.) w 4" 4' 44' 4' SUPPLIED AND INSTALLED c o BY CONTRACTOR iv 5 20" WAVEGUIDE BRIDGE HANGER 3 KIT (ANDREW 0349047-1 W OR APPOVED EQUAL) a IH owj �pN`' �tP�• 1 3"0 SCH. 40 GALV. STEEL ui POST (AS MANUFACTURED \��G Q P r(QV CAS J m BY "ANDREW" OR APPROVED \F \F\� \S 0�' O EQUAL) fy FINISH GRADE Gl�� MINIMUM 3000 PSI it;' it 11 �................./ CONCRETE / JOSEPH S. ABBOUD \ . ` •. I.........................I 11 -p*. 69894 IloF 4:. tO lii� /ONAt. rLt M THE SEAL APP ING ON THIS DOCUMENT WAS AUTHORIZED BY �y7 JOSEPH S. ABBOUD, P.E 69894 .4 •. p IJ ION----=----- �utr rwm rrme wn tuna MAR 14 2001 ms x°r ras MINIMUM DIAMETER 10 COAX. CABLE BRIDGE ASSEMBLY Sc&E: ; ' Q . 3 CONSTRUCTION DETAILS AT&T 5'-7j" 5'-71" DRILL PIER TYP. 18"0 CONCRETE 71 PIER (TYP.) II II II II I II II LINE OF BLDG.. �7 EQUIPMENT II q' III SHELTER STEEL 4" PERIMETER II _ I CHANNELS. II A II ATYP. II II /*N CONCRETE STOOP `piz l�/ WITH HEAVY BROOM FINISH. — JI `REFER TO DETAIL II / 4 THIS SHEET. 2j" CONCRETE NOTES 1. All concrete materials and construction shall be in accordance with ACI 318, latest edition 2. Concrete shall be normal weight sand and aggregate and Type 2 portland cement having 28 day minimum compressive strength of 3000 psi unless noted otherwise. 3. All reinforcing bars shall conform to ASTM A615 Grade 60, unless noted otherwise on the drawings. 1 FOUNDATION PLAN FOUNDATION DETAILS SCALE: NTS 0 BUILDING OUTLINE II ►tee N I I I I I I I I I I I I I I I I 7" X 5" X 1/2" GALV. STL PLATE W/ 2" X 1 1/8 18"0 CONCRETE SLOTTED HOLE BOLT SEE DET. 4 SHAFT THIS SHT. I1 2�' 1 2" 1 24" N j� GRADE N SEE ° 1"0 ANCHOR DETAIL-3 ANCHOR PLATE SCALE: NTS 2 DRILLED SHAFT DETAILS 3" CLR, o II II 'I 11 II II ihT T 180" PIER SECTION A —A DRILL PIER (8 REQ'D) SCALE: NTS (8) #5 BARS - L + -� #3 TIES SECTION B—B SCALE: NTS 3" CLR. 18"0 PIER -"0 CONCRETE SCALE: NTS CS X 11.5 CONT. 1 "0 ANCHOR BOLT 1'-0" LONG W/ 2" HOOK PROVIDE 2 NUTS & WASHER 4"X4"X1/4" STEEL PLATE SHIM sl�aae.ka AT&T s ATR M.lpE6T 6EMYp LIEIm IImNTCf1EEEW/.Y IOIpiOI TF3/.] 11U,0 SI�WAfI] SpectraSite COMMUNICATIONS 99 Rl DN% WTE sv ]meta+. is nay TEL : (M) 2l 1516 FM : (M) 1]B IM FINISHED GRADE pCC�[Od Q { MAR 14 2001 D cc (8) - �5 W/ ri3 TIES ® 12" O.C. IO By M 1(3) TYPICAL CONNECTION DETAIL SCALE: NTS PITCH STOOP AWAY FROM BUILDING FOUNDATION J" PER 1' HEAVY BROOM FINISH WITH TROWELED EDGE TOP OF STOOP AND BUILDING FLOOR EL. = 21.00' BUILDING OUTLINE STEP AS REQUIRED «• — — — — TOP OF GRADE AT BUILDING EL.= 19.50' o$.ti ; .: '•� ' b botjo 6" THICK COMPACTED #4 ®12" AGGREGATE BASE COURSE CONCRETE STOOP WITH (5) #4 EACH WAY (EQUALLY SPACED) CONCRETE STOOP SECTION SCALE: NTS SCALE: NTS W 99 J co I '�',`pSE OF.TF,�s111 . , y� PRAKASH N. SHAH 85656 '���Fc4ENSE� G��.' THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY PRAKASH N. SHAH, P.E. 85656 ON_2-:17_-D> ° AT&T wmccr wKmC wmr Kw vwrRm ovc �-la m mew ar, m Oman W : FOUNDATION DEALS MHNues IAPoRTETFXW9 l SA AT&T NOTE. SEE SHT. E.2 FOR GROUNDING NOTES AND CALL —OUT DESIGNATIONS. AT•TMg Mm 1)®Np•IIMVTq AY �IIVMIAO SpectraSite co N11*14 MMS 93W •iC.'.W O. W.i 535 HWSTC . Tx 22042 d : (713) 275-1615 FaX (T:J) 279-1599 /B.C. /wR OE W /�\ LI6R� .CZ3 YA: COM fA11Q1 1 PQo P �.QZ, • ��� `/ \ � / CONTRACTOR TO VERIFY \�aJJ\�+�w't`P�` O A 10 / REPAIR AS REQUIRED. 12 1 i� 'ZE oP 7&11 I 3 0 i JOSEPH S. ABBOUD o, 18 13> p METRICOM FACILITIES �: � f / C 1> 17 I (NOT FIELD LOCATED) D i�m0. 69894 �4 11,ps ...•LNG_ s �I /� /,:� II r I MAR 14 2001-----1``0.:� '------- I4y THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY JOSEPH S. ABBOUD, P.E 69894 P CL y( ........... 1 ON------------------- — '— 1 15 TMWTED wrE: 2-7-W j 7 4 Typ. 1 D. REED PHILLIP.. TYP. ... i TYP. // O: I I C ECM.m d 19 •81537 Q•i 1101E. i� GROUNDING PUN Lvoxre.mwT2n1 FOR ®REVISIONS 3 wkot E 1 GROUNDING PLAN SCALE 1•=10-0' AT&T KEY NOTES: ' 1 OUTLINE OF EQUIPMENT SHELTER GROUND EXISTING TOWER (IF NOT EXISTING) AND ANTENNA STRUCTURE WITH #2 AWG TINNED SOLID �2 j BARE COPPER CONDUCTORS, CADWELDED TO TOWER BASE PLATE AND TO EXTERIOR GROUND RING (TOTAL OF 2). SEE SHT. E.3 FOR DETAILS. TWO (2) #2 AWG TINNED SOLID BARE COPPER WIRE FOR TELCO PULL BOX AND SMART JACK DEDICATED ,3 GROUND. SUPPLIED AND INSTALLED BY CONTRACTOR AND V CADWELD TO GROUND RING. SEE SHT. E.4 FOR DETAILS. GROUND ELECTRICAL SERVICE WITH CONNECTION 44DEVICES LABELED "CECHA" AND #2 AWG TINNED > BARE COPPER CONDUCTOR CADWELDED TO ELECTRICAL SERVICE GROUND ROD. SUPPLIED AND INSTALLED BY CONTRACTOR. 5 EXISTING CHAIN LINK FENCE f 14 GA. BRAIDED TINNED COPPER STRAP CONDUCTOR BETWEEN GATES AND GATE POSTS. #2 AWG TINNED 8 SOLID BARE COPPER CONDUCTOR CADWELDED TO GROUND RING WITH BURIED JUMPER BETWEEN GATE POSTS CADWELDED TO THE CONDUCTOR. SEE SHT. E.5_FOR DETAILS. (ONLY IF NOT PRESENTLY PROVIDED) #2 AWG TINNED SOLID BARE COPPER CO R*S' FOR FENCE CORNERS. RUN LEADS OFF GROUND S7 > RING WITH CADWELD CONNECTION TO CORNER POSTS. SEE SHT. E.5 FOR DETAILS. (ONLY IF NOT PRESENTLY PROVIDED). (3) TINNED COPPER GROUND BARS MOUNTED ON TOWER ANTENNA PLATFORM AND (1) AT BASE OF SELF SUPPORT 8` TOWER. UPPER GROUND BAR CADWELDED TO TOWER LOWER GROUND BAR DOWNLEAD CADWELDED TO GROUND RING. GROUND BARS SUPPLIED BY AT&T AND INSTALLED BY CONTRACTOR. SEE SHT. E.3 & E.5 FOR DETAILS. WAVEGUIDE BRIDGE GROUND, #2 AWG TINNED SOLID 9' BARE COPPER CONDUCTOR FROM GROUND RING TO , `i SUPPORT POST. SUPPLIED AND INSTALLED BY CONTRACTOR. SEE SHT. E.3 FOR DETAILS. TWO (2) #2 AWG TINNED SOLID BARE COPPER CONDUCTORS CADWELDED TO EXISTING 10 EXTERIOR GROUND RING AND CONNECTION TO TOWER GROUND RING BY CONTRACTOR. SEE SHT. E.3 & E.4 FOR DETAILS. -1 #2 AWG TINNED SOLID BARE COPPER CONDUCTOR �1 CADWELDED TO FORM EXTERNAL GROUND RING. MINIMUM OF 40" BELOW EXISTING GRADE. SUPPLIED AND INSTALLED BY CONTRACTOR. _ . #2 AWG TINNED SOLID BARE COPPER CONDUCTORS <CADWELDED TO EXTERIOR GROUND RING, ONE AT EACH 2 ' CORNER. ROUTE THROUGH PENETRATION IN SHELTER AND MAKE FINAL DOUBLE CRIMPED CONNECTION TO HALO RING DOWNLEADS. SEE SHT. E.3 & E.4 FOR DETAILS. #2 AWG TINNED SOLID BARE COPPER CONDUCTOR MECHANICAL CONNECTION TO HVAC ENCLOSURE 3 WITH TWO —HOLE LONG BARREL COMPRESSION LUG, 17/ TWO (2) 5/16"0 BOLTS, AND STAR WASHERS. FINAL CADWELD CONNECTION TO EXTERIOR GROUND RING BY CONTRACTOR. SEE SHT. E.4 FOR DETAILS. J #2 AWG TINNED SOLID BARE COPPER CONDUCTOR FOR EXTERIOR GROUND RING AROUND TOWER 14 MINIMUM 40" BELOW GRADE. SUPPLIED AND INSTALLED BY CONTRACTOR (ONLY IF NOT -'� 5/8"0 X 10'-0" LONG COPPER CLAD GROUND ROD <15, (HARGER #5810) MINIMUM 40", CADWELD CONNECTION TO EXTERIOR GROUND RING, _ SUPPLIED AND INSTALLED BY CONTRACTOR. �#2 AWG TINNED SOLID BARE COPPER CONDUCTOR 6) CADWELDED TO 7 GROUND RING AND CADWELDED TO ✓✓ SHELTER BASE. SEE SHT. E.4 FOR DETAILS. (2) #2 AWG TINNED SOLID BARE COPPER CONDUCTOR �. CADWELDED TO EXTERIOR GROUND RING. ROUTE INTO W' SHELTER AND SECURE TO (2) IGB GROUND BAR DOWNLEADS IN SHELTER WITH DOUBLE CRIMPED LUG. SEE SHT. E.3 FOR DETAILS. AT&T SUPPLIED, CONTRACTOR INSTALLED, EXTERIOR GROUND BAR (EGB) (HARGER #GB114420ATT) AT 18� BUILDING EXTERIOR 24" BELOW WAVEGUIDE ENTRY PORT WITH (2) AWG TINNED SOLID BARE COPPER CONDUCTOR. DOWNLEAD CADWELDED TO EXTERIOR GROUND RING. SEE SHT. E.3 AND E.5 FOR DETAILS 1. ALL CADWELL CONNECTIONS ON GALVANIZED SURFACES SHALL BE CLEANED THOROUGHLY AND COVERED WITH TWO (2) COATS SHERWIN WILLIAMS GALVANITE PAINT 8350W3 OR EQUAL. 2. ALL ELECTRICAL CADWELD AND MECHANICAL GROUND CONNECTIONS WILL HAVE NON —OXIDATION COMPOUND APPLIED TO CONNECTION. 3. ANY METAL OBJECTS WITHIN 6 FEET OF THE EXTERNAL GROUND RING SHALL BE GROUNDED. 4. ALL GROUNDING MATERIALS AND CADWELD MOLDS, SHOTS, ETC., SHALL BE FURNISHED AND INSTALLED BY CONTRACTOR UNLESS OTHERWISE NOTED. 5. THE ELECTRICAL CONTRACTOR SHALL FOLLOW GROUNDING SYSTEM INSTALLATION AND TESTING PROCEDURES AS DESCRIBED IN THE GENERAL Q ELECTRICAL PROVISIONS. , LEGEND ITEM DESCRIPTION 5/8"0 X 10'-0" LONG COPPER CLAD ® GROUND ROD. MINIMUM 36" BELOW GRADE, AT MINIMUM 8'-0" O.C., MAXIMUM 10'-0"O.C. (HARGER #5810). #2 AWG TINNED SOLID BARE COPPER WIRE, _ MINIMUM 36" BELOW GRADE. CADWELD CONNECTION — pL�C� MAR IgV-- 14 2001 w1 01F�E� �S Rtaol" iwol - Cp4`I CZlY D. REED PHILLJPB bi 815v a `'' 3lral FOR m REVISIONS see,.aeres AUTw mrvw mm i SpectraSite COAI�IIUN/CAT/ONS 98W RICC"W:D. WM s}s ,wST . 74 77o.9 ,E_ : (7u) 278-1616 rc.: (7,3) 279—.599 Or' re,\ltj1 oI JOSc=S. A.6EOUE i........................ �/-p% o'3a9" /10 `4i�:NSLO.Gc��� IE SELL `PPEAP,ING ON THIS COCUMENT 'N.`.S AUTHORI==D BY :OSEPH S. A52OUD, P.E o9894 I I a;;t '�ECI Y"45E9: I GROUNDING NOTES 207 �aoaEss: b8 E.2 GROUNDING NOTES SCALE:NTS I AT&T LIGHT WEIGHT EQUIPMENT SHELTER WAVEGUIDE ENTRY PORT SURGE ARRESTOR, GROUND EACH TIER TO Ice WITH 1 2 AWG INSULATED STRAND COPPER WIRE ENTRY PORT GROUND, j6 AWG STRANDED — WIRE JUMPER SECURED TO PORT WITH TWO HOLE LONG BARREL COMPRESSION LUGS, LOCK WASHERS AND SHEET METAL SCREWS AND SECURED TO EXTERNAL GROUND BAR. COAXIAL CABLE GROUND KIT / I TO EGB, FURNISHED BY AT&T AND INSTALLED BY CONTRACTOR I INTERIOR GROUND BAR (IGB) DOWNLEAD. I #2 AWG TINNED SOLID BARE COPPER WIRE TO ENTER SHELTER AND BE DOUBLE CRIMPED TO IGB DOWNLEAD. #2 AWG TINNED SOLID COPPER WIRE (EXTERIOR GROUND RING) MIN. 40' BELOW GRADE CADWELD CONNECTION (TYP.) /2 AWG TINNED SOLID BARE COPPER CONDUCTOR — (PER EACH SUPPORT PIPE) 5/8'0 X 10'-0* LONG COPPER CLAD GROUND ROD COAXIAL CABLE AND WAVEGUIDE BRIDGE GROUNDING DIAGRAM J 4 #2 AWG TINNED SOLID BARE COPPER WIRE JUMPER CADWELDED TO POST AND WAVEGUIDE BRIDGE (PER EACH SUPPORT PIPE) COAXIAL CABLE GROUND KIT ON VERTICAL RUN ABOVE GROUND BAR DRIP LOOP IN COAXIAL CABLES EXTERIOR GROUND BAR AND STANDOFFS SUPPLIED BY AT&T INSTALLED BY CONTRACTOR ON EXTERIOR OF TOWER LATTICE TOWER EXTERIOR GROUND BAR DOWNLEAD $2 AWG TINNED SOLID BARE COPPER. COPPER WIRE CADWELDED TO GROUND RING. EXTERIOR GROUND BAR SUPPLIED BY SHELTER MFG. AND INSTALLED BY CONTRACTOR. HARGER JGBI-1442OATT CADWELD GROUND WIRE TO TOWER BASE PLATE / (TOTAL OF 3, IF NOT PRESENTLY PROVIDED) / OUTLINE OF TOWER CAISSON. #2 AWG TINNED SOLID COPPER WIRE (EXTERIOR GROUND RING) MIN. 36" BELOW GRADE / #2 AWG TINNED SOLID BARE COPPER WIRE LEAD FROM EXTERIOR GROUND RING TO FENCE CORNER POSTS. (IF NOT PRESENTLY PROVIDED) av -,JET) PLANS IF ?H` �P' 1-•�{ SUBRIITAL ARE M�' ,TYC1:' ZEOU►RED PRIOR ID TY'`. ( ACCURRIO. MAR 14 2001 1e Y It 0 t• .................... D. REED PHILLIPS e 81537 Q FOR Di RDASIONS AUT WO(A mhCp 1aa iwnMvr nnw.r nspeen SpectraSite CO,tlfl!1hl1W / .#VS 98M RiCHUW D. wire 535 HWSTW, a 77042 EL : (Iq) 278-1618 FAX : (713) 278-1599 W O 0 � W H a s r •' S ••'. JOSEPH S. ABEOUD ol ::........: � 6989q � % THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY JOSEPH S. ABBOUD, P.E 69894 AT3T MECT u.9w1'.q: VARY PMLEY PaHreo are: 7-7-CO MA" W: RLCP CMECr:ED Br 0R01MMG DUALS LAM MS E.3 GROUNDING DETAILS SCALE: NTS I AT&T AnMT EQUIPMENT SHELTER INTERIOR HALO GROUND RING; DOWNLEADS AT EACH CORNER OF SHELTER DOUBLE CRIMP GROUND CONDUCTORS TOGETHER INSIDE SHELTER #2 AWG TINNED SOLID BARE COPPER WIRE AT EACH CORNER OF SHELTER PENETRATION FOR GROUND WIRE BY SHELTER MANUFACTURER WEATHERPROOF OPENING WITH SEALANT AFTER INSTALLATION IS COMPLETED FINISHED GRADE CADWELD CONNECTION ` 8' RADIUS MINIMUM EXTERIOR GROUND RING BUILDING GROUND DETAIL UNDING DETAILS SCALE: NTS HVAC UNIT (TOTAL OF 2) EQUIPMENT SHELTER #2 SOLID BARE TINNED COPPER WIRE WITH LONG BARREL COMPRESSION LUGS WITH (2) 5/16" BOLTS AND LOCK WASHERS SECURES TO HVAC ENCLOSURE FINISHED GRADE r / 8" RADIUS MINIMUM CADWELD CONNECTION EXTERIOR GROUND RING H.V.A.C. GROUNDING DETAIL 1f tg. ED ADIf1poel 01 if C% cH 101NE SCALE: NTS ATV WgF3l:vamW¢a mw '=N.W,NII AY NM1CN.lEIA1 )1010 T1Mp01I TELCO DEMARC `�` SpectraSite - EQUIPMENT SHELTER COd1M!/N/CA7/ONS 9 NpYallo. S TE an M : (M) 273-1416 Fu : (n.a) Z a IM - TELCO PULL BOX �oN DEDICATED GROUND la/ FOR TELCO (SMART JACK) O 0 O � N FINISHED GRADE. y M— CADWELD CONNECTION �� Go44 8" RADIUS MINIMUM EXTERIOR GROUND RING P�ppS IOVEO� $�gµ1111A� �!E 0 pR10R ?MAR 14 2001 TELEPHONE SERVICE DETAIL SCALE: NTS SCALE: NTS PtE F,TF �h i 14..• � � . 14 lit. •a JOSEPH S. ABBOUD 69894 11E.4� �ENSE :e: THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY JOSEPH S. ABBOUD, P.E 69894 aw w NNYIm! owe roan II wnm nu[: )- �: )-oo GMUNDMG DETA0.S 765 1/0S UFarE coma mn EA AT&T USE THIS SECTION USE THIS SECTION UNDER PAVEMENT UNDER GRASS RESTORE SURFACE COARSE MATERIAL OR VEHICLE TRAFFIC OR LAWN AREA. AND BASE COARSE MATERIAL TO ORIGINAL AREA, CONDITION AFTER INSTALLATION OF UTILITIES. GRADE SURFACE TO LEVEL.. RETURN ORIGINAL MATERIAL TO TRENCH, COMPACT AS NECESSARY TO PREVENT SETTLEMENT. z }: I TXDOT APPROVED COARSE AGGREGATE COMPACTED TO 90% STANDARD i i.i •'a`.'.> PROCTOR. PROVIDE PANDUIT UNDERGROUND HAZARD TAPE 'CAUTION — ELECTRICAL - LINE BURIED BELOW' AT t 1'-0' ABOVE `r SAND FOR THE ENTIRE LENGTH OF THE CONDUIT RUN. vT— \ CONDUITS FOR NEW ELECTRICAL AND TELEPHONE SERVICES — SEE UTILITY AND SITE PLANS, PROVIDE SAND APPROVED PULL BOXES AS REQUIRED AND COORDINATE INSTALLATION WITH ALL UTILITY COMPANIES FOR INTERFACING AT TERMINATION POINTS. PROVIDE FULL LENGTH 'MULE TAPE* (TYP.) 4"X20"X1/4- THK. TINNED COPPER GROUND BAR (HARGER GBI 14420ATT) -LIO 20" COAXIAL CABLE GROUNDING KITS WITH 2 HOLE COMPRESSION LUGS (TYP. PER COAX RUN) LONG BARREL COMPRESSION LUGS WITH (2) 5/16- BOLTS AND LOCK WASHERS WITH #6 AWG INSULATED STRANDED JUMPER FROM WAVEGUIDE PLATE STAINLESS STEEL MOUNTING BRACKETS (HARGER #WBKT-1 OR EQUAL) 000000000° 000000000 ° ® STANDOFF INSULATOR MOUNTING BRACKET (HARGER JR4150 — A4 OR EQUAL) TWO HOLE LONG BARREL COMPRESSION LUGS WITH LOCK WASHERS, AND BOLTS #2 AWG TINNED SOLID BARE COPPER WIRE DOWNLEAD, SECURED WITH TWO HOLE LONG BARREL COMPRESSION LUG TO GROUND BAR WITH FINAL CADWELD CONNECTION TO GROUND RING 10) ELECTRICAL AND TELCO TRENCHING SCALE: NTS 1 (2) EXTERIOR GROUND BAR DETAIL SCALE: NTS LNCL hAIRIC :ADWELD CONNECTION $2 AWG TINNEDSOLID COPPERBARE W RE pQQ P �E�N�p Q NG CORNER FENCE POST EXTERIOR COY RING CADWELD CONNECTION i FENCE GROUNDING DETAIL ROUNDING DETAILS SCALE: NTS GATE GRADE 14 GA. BRAIDED TINNED COPPER STRAP 4:11761:F3;Ie1cf-IT4 CADWELD CONNECTION FENCE POST 1 /4" TH; 2 HOLE STAINLESS STEEL LUG, CLAMPED TO FENCE POST CADWELD CONNECTION b2 AWG TINNED SOLID BARE COPPER WIRE — EXTEND TO OPPOSITE FENCE POST FOR BURIED GATE JUMPER #2 AWG TINNED SOLID BARE COPPER WIRE CADWELDED TO CITY EXTERIOR a M GROUND RIN411 � U GROUND III MAR 14 2001 1 D SCALE: NTS MENEM .=AT&T s ATAT W.d•.1ue GANl.4) m'm 1=KW. RIE Y mamoKTow 71 w 2 SpectraSite COMM11111CA77OMS sem woomm now us e TOK n n 2 TEL : (M) 2,e-161e ray : (M) 2 e %M W lour I omeno. W C /O W IL �0 J O e 1�p�E OF TF��t1 JOSEPH S. ABBOUD a'. 69894 '4,� '7,n • l l O .' �i �� �.c^•C ENSE.�G��' THE SEAL APPEIiRING ON THIS DOCUMENT WAS AUTHORIZED BY JOSEPH S._ABBOUD, P.E 69894 1 a•, w emwvm w°r Kma WewnD uar: ,-,-m aeri er Ka otn® e, CAMWNG M7ALS 2Xs 143 UrartrE MM ", E.5 AT&T ile OE OVERHEAD ELECTRICAL SERVICE OT OVERHEAD TELEPHONE SERVICE o — UE— — UNDERGROUND ELECTRICAL —UT— — UNDERGROUND TELEPHONE I I LEGEND METRICOM FACILITIES o (NOT FIELD LOCATED) m a 0 a <�> EXISTING SELF SUPPORT TOWER 20 PREFABRICATED LIGHTWEIGHT EQUIPMENT SHELTER 1` SpectraSite 3*0 NIPPLE THROUGH SHELTER WALL TO TELCO BOARD ON COdb11U�V1=T/ONS INSIDE OF SHELTER 95M MC- aO. wire 535 �o STra. N 77042 200 AMP EMERGENCY GENERATOR RECEPTACLE, SUPPLIED re'- (713) 273-1e;e 4 AND INSTALLED BY SHELTER MANUFACTURER I F°. (J':) 275-1599 «i / 7- as:nvoa 5 } ELECTRICAL METER BY LOCAL UTILITY COMPANY A w-A, 400 AMP FUSED DISCONNECT SWITCH. SUPPLIED AND INSTALLED �6 BY SHELTER MANUFACTURER 7 } EXISTING UTILITY POLE W /o\ EXISTING OVERHEAD UTILITY SERVICES. SEE SHT. CA FOR CONTINUATION 00 9 } NEW AT&T POWER RACK v O J UTILITY NOTES H Q 1. CONFIRM LOCATION OF TELCO BOARD AND ROUTE UT CONNECTION ACCORDINGLY. col?* �a .. • qs*+ i JOSEPH S ABBOUD �9 gyp\ i............ :........... o 11�. 69394 O��''Q 6!'\i QQ�\G' • 1Uf LJ IS to - it cn `�C ENS-�•' ��r 41 . MAR 14 2001 --------------------- �O� G\\ P\1G THE SEP.L.APPEARING ON THIS p .�,,�� JJOSEPH S. ABBOUD,HP EIZED 69894 �O atCUMEINT WAS By pFt,�t 01------- ie 1f� .ttr M9 ECT w .R: W9 PE.o -Y 7-10-M ,,,• EEO PkILLIP'g'.� 09..:, 9.: a� �$o ... B1'� 1:°c_•��r.-_._.n .i4.Q! UTILRY RAN �X%m; I UFOUETUArm' FOR ®REVISIONS 3'�1oi E 6 UTILITY PLAN AT&T SCALE., r=1a-0• ITEM DESCRIPTION I I \i �O. �2 . �7i / < 9 \� 14> 15 '' I IF THF. APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRI6R• TO THE CHANGE OCCURRING CITY COPY ELECTRICAL SERVICE 90' ELBOW V �ONDURRISUPP OE OVERHEAD ELECTRICAL SERVICE OT OVERHEAD TELEPHONE SERVICE — —UE— — UNDERGROUND ELECTRICAL - —UT— — UNDERGROUND TELEPHONE LEGEND 1 (2) - UNISTRUT CHANNELS SUPPLIED BY SHELTER MANUFACTURER 2� (3) - 3/4" X 18" LONG SEAL TTTE WHIPS WITH CONNECTIONS I` SpectraSite TELCO INTERFACE 10X 8" X 8" TELCO JUNCTION BOX I� 16 • �\ \ I \ g EDLAND INSTALLED BY CONTRACTOR. COMMUNICATIONS Saw Ril>.aO. WTE SJJ w1. (71) 2 7042 AX (i13) 2)d-1'7 Lx : (ll J) 2)9-63A THROUGHSHELTSHELTER WALL TO TELCO BOARD ON INSIDE OF ' 8> 8 z/2s/m 2ELw+TZ •,n, Evaurn rgWTEs GRADE IA I C, 400 AMP FUSED DISCONNECT PANEL SUPPLIED AND INSTALLED BY CONTRACTOR / 400 AMP FUSED DISCONNECT SWITCH. SUPPLIED AND INSTALLED BY SHELTER MANUFACTURER /8\ GROUND ROD FOR UTILITY COMPANY GROUNDING OF SERVICE CONNECTION. � C 9 (2) 200 AMP DISTRIBUTION PANEL (30 SPACE) WITH MAIN BREAKER SUPPLIED AND INSTALLED BY SHELTER MANUFACTURER SURGE ARRESTOR SUPPLIED AND INSTALLED BY SHELTER �O MANUFACTURER / o IZ ELECTRICAL SERVICE 90' ELBOW AND RISER OF 400 RIGID T STEEL GALV. CONDUIT. TO EXISTING POWER SOURCE 4' PVC SCH. 80 CONDUIT, BELOW GROUND UNLESS © ORIENT ELECTRICAL PANEL TO BUILDING ACCORDING OTHERWISE SPECIFIED TO MODIFIED SHEETS A.1, C.1, C.2.1, E.1 09 O O R (` R J H H 1 ELECTRICAL RISER DIAGRAM ELECTRICAL SERVICE:400 AMP, 120/240 - VOLT, SINGLE PHASE, 3 - WIRE SCALE: NTS GENERAL NOTES : 1. FOR DIAGRAM OF ELECTRICAL SERVICE II v / / ``'3 REFER TO DETAIL O THIS SHT. 2. PROVIDE PULL BOXES FOR UNDERGROUND �\ ' TELCO RUNS ®250' O.0 AND AT ALL e \ DIRECTIONAL CHANGES AS REQUIRED. \ i GRADE r,L.�cr(SE. 1Q ORIENT TELCO PANEL TO n BUILDING ACCORDING TO —T 'C MODIFIED SHEETS A.1, C.1, ." C.2.1, E.1 .�` TELEPHONE SERVICE OF 4"0 E OF jF �1� PVC CONDUIT SCH SO —PROVIDE _ _� I' 0. * . off FULL LENGTH "MULE TAPE" IN CONDUIT. �l ir:' r/ VERIFY WITH LOCAL TELEPHONE CO. I i.;,,,,,,,,�.......E`�� SUPPLIED AND INSTALLED BY CONTRACTOR D U p, paD ePeHILUPS f 81 'i'•• Q ' �fII TELEPHONE SERVICE 90' ELBOW MAR 14 2001 AND RISER OF 4" 0 RIGID GALV. ipN't CONDUIT. SUPPLIED AND INSTALLS ��` BY CONTRACTOR - 1 l I FOR mREVISIONS '►LE 11 AMP EMERGENCY GENERATOR RECEPTACLE SUPPLIED AND INS INSTALLED BY SHELTER MANUFACTURER �� 400 AMP DPST MANUAL TRANSFER SWITCH SUPPLIED AND \'y INSTALLED BY SHELTER MANUFACTURER 13' PREFABRICATED LIGHTWEIGHT EQUIPMENT SHELTER NEW UTILITY RACK, SUPPLIED AND INSTALLED BY CONTRACTOR •, 155 ELECTRICAL METER BY LOCAL UTILITY COMPANY, SUPPLIED AND INSTALLED BY CONTRACTOR </1 30'x42" C.T. BY LOCAL UTILITY COMPANY. ` ��c"Tf`` C . �i �......... I I JOSEPH S. A.BeOUD � �•,,,,,•„•,,,,,,,, UD 11 / i 1 �698910 1t�Si���o�E��= THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED 3Y JOSEPH S. A980UD, P.E 6989=: ON___________________ ��D wIT2 _w ELECTNCAL RISER DETAILS ass: (,w(En:.mwsnsn UTILITY NOTES 2Q TELEPHONE RISER DIAGRAM SCALE: : NTS N E 7 ELECTRICAL RISER DETAILS SCALE: NTS AT &T VAC SHELTER VAC SHELTER I PANEL SCHEDULE #1 MAIN: 200A CIRCUIT BREAKER VOLTAGE: 120/240V PHASE:IPH WIRE: 3 128.2 AMPS (WATTS OR VA) (WATTS OR VA) 120V 10040V 10 LOCATION BRKR WIRE NO NO I WARE BRKR LOCATION 240V 10 120V 1 120 SURGE ARRESTOR+ 30A 10 8 25A RECTIFIER 7 4800 3 4 RECTIFIER 1 25A B 5 6 B 25A RECTIFIER 8 4800 7 8 RECTIFIER 2 25A 8 91 1z 8 25A RECTIFIER 9 4800 I I 25A 8 16 8 25A RECTIFIER 70 4800 15 RECTIFIER 4 25A 8 17 18 8 25A RECTIFIER 11 4800 19 20 RECTIFIER 25A 8 21 22 8 29 RECTIFIER 12 4800 30"X42- C.T. 3 - 500 MCM CU. IN. 3"C METER IRS J LEI z a 3- 400A MANUAL TRANSFER SWITCH T PANEL SCHEDULE #2 ••' CIRCUIT BREAKER VOLTAGE:• • — mmmm®- ---Y-®�Y�O----_ B z U USE FUSE REDUCERS FOR 200A FUSES COPPER GRATE ING ALL CONDUCTORS ARE TYPE THHN UNLESS OTHERWISE NOTED LOAD CENTEf( 200A AWN BREAKER GROUND TO BACK BOX -91 J -• - LJ z Q NOTES: 1. ALL NEUTRALS AFTER 400A DISCONNECT WILL BE ISOLATED FROM GROUND. 2. ALL SLEEVES FROM INTERIOR JUNCTION BOX TO HVAC UNITS TO BE METALLIC. 3. HVAC POWER SUPPLY AND LOW VOLTAGE WIRES MUST BE RUN IN "SEAL-TITE" FROM SLEEV THROUGH TERMINATION. 4. HVAC "POWER FAIL" TO BE WIRED DIRECTLY OFF TRANSFER SWITCH USING 1.5 AMP IN LINE FUSE. 5. GENERATOR NOT TO EXCEED 200A (DISCONNECT APPROPRIATE CIRCUITS AS NECESSARY.) THE RECTIFIERS ARE DESIGNATED TO BE USED IN GROUPS OF-6, NON -SIMULTANEOUS WITH ANOTHER GROUP CIT`i COPY o�m�uT�� MAR 14 2001 =A'%T � sfelatWl•m ♦mwmr y �s m.m lan wmnrtar�r rmlo" nw>nr >lwuoix SpectraSite •eon woman, v11 w 1 Ta4 a =2 In: (M) 278-1516 An AWa[ �m W 1 d MO W J O • H ��ptE O F• Tek9S �� iir.• >t� ... tiF JOSEPH S. ABBOUD ....................... p' 69894 110nc� ��CENSE��ri THE SEAL APPE4RING ON THIS DOCUMENT WAS AUTHORIZED BY JOSEPH S. ABBOUD. RE 69894 a•7 w m wKlm o.1T: 7-7-ro mri er. qa SURGE ARRESTOR IF THE APPROVED PLANS IDENTIFICATION TAG ARE A10pIFIE0, A NEW SUBMITTAL IHy 400A1UNE DIAGRAM 3• SCH. 40 PVC W/3 - 500 MCM• GENERATOR PLUG TO THE CITY IS REq'11:RED PRIOR M„ Ims 1 - /3 THHN GRN. liORiE iTdW TiR1 TO THE CHANGE OCCURRING. �.� 400A SERVICE DIAGRAM POWER WIRING DIAGRAM 400A 1 LINE DIAGRAM SCALE: NTS AT&T �Ai GEM ENGINEERING COMPANY , 10970 Stancliff Houston, Texas 77099.4206 Phone 281-561-9225 Fax: 281-561-9399 TOWER ANALYSIS REPORT AT&T Wireless Services Site Name: SS La Porte Tower Site Number: 9080A La Porte, TX (185' Self -Supporting Tower) F - %..-.:............. I .............. / AHMAD S. ALAYYUBI /................................ 85368 Q IIO;' <NA��CENS��V��'�r 1�Pss...... - d 10 aao o Y t� CITY COY GEM Engineering Company, Inc. April 9, 2000 TOWER INFORMATION Tower Height: 185, Tower Type: Self-supporting Tower Manufacturer: FWT, Inc Tower Model Number: Drawing# 97-4149-A Location: La Porte, TX Report Prepared for: "AT&T'Wireless Services Report Prepared by: Ahmad Ayyubi Report Checked by: Gem Project Number: 9695 Site Name: SS La Porte Site Number: 9080 A Tenant Project Number: - Report Date: April 9, 2000 S apVEO �U \p1S�p� \E00 S� � ZHE CHANGE ,. • CQ4� Ct�� TABLE OF CONTENTS Section Brief Descriptions # of Pages - Tower Information 1 Table of Contents 1 1 Introduction 1 2 Antenna Loading 1 3 Results 1 4 Conclusions 1 5 Tower Analysis Summary 2 - Computer.�Analysis Printouts 8 � 5 v CZ�x, Section 1 Introduction The purpose of this report is to investigate the structural adequacy of an existing tower, to support new proposed antennas, in addition to the existing ones. The existing tower is a 185' self-supporting tower provided by "FWT Inc". Information on this tower was obtained from "FWT Inc", and by mapping the existing antennas. The new proposed and existing antennas are listed in the "Antenna Loading" section. The main forces that are considered in the analysis of the tower are those resulting from wind. Per EIAr IA-222-F, the minimum basic wind speed for Harris County is 90 mph with 0.00" ice. However, the existing tower is checked for 120 mph wind with 0.00" ice. Section 2 Antenna Loadinq Size Radome Level Azimuth Present/ Future Ice Shield Waveguide Type and # (9) 2'x 8" Panels 185' P (9) 1+5/8" � (12) PCS-VR-18- 09006 140' F (12) 1+5/8" � V Q�P'0�'eQ�pQ- O��O'"G��' p `\ 1r; G4 04 Section 3 Results 1. All tower legs are O.K. 2. All flange bolts (leg connection bolts) are O.K. 3. All bracing members (diagonals & girls) are O.K. 4. All bracing connection bolts are O.K. 5. New foundation reactions are less than the original design foundation reactions, as shown on °FWT" drawing # 97-4149-A. The new tower reactions are: Uplift = 324.43 kips Comp = 380.31 kips The original design tower reactions are: Uplift = 608.2 kips Comp = 669.6 kips Hence, the existing foundations should be O.K. , c�Q' �R�O QQO f+ t G• r a •�0 Section 4 Conclusions The existing 185' self-supporting tower was analyzed with existing antennas and new proposed antennas, for a wind speed of 120 mph & 0.00" ice. The analysis shows that the existing tower and its foundations are structurally adequate to support the (12) new antennas at elevation 140' above ground level, in addition to the existing antennas. AHMAD S.;UYYU81 ............................. �;.. 85368 g oy-le. too Os �OVE� \F gUgM\SSpR �� F E6 t GIRTS: LEGS: Overstressed: N/A Assumed steel yields stress 50 ksi No X3DC 4aM" EfevatWWII I r McFbWForce,' k= INWRAble force <Ic ; I ,Stress ratty w; 20' - 40' 334 644 0.519 40'- 60' 296 572 0.517 60'- 80' 258 504 0.512 80'- 100' 217 440 0.493 100' - 120' 176 376 0.468 120'- 140' 127 317 0.401 140'- 160' 78 213 0.366 160' - 180' 40 138 0.290 180' - 185' 3 43 0.070 CONNECTIONS: Structural Grade A-307 A-325 x Elevation Member Force, k Allowable force, k Stress ratio 0" - 20' 317 1244, 0.255 20' - 40' 286 622 0.460 40'- 60' 255 622 0.410 60'- 80' 224 522 0.429 80' - 100, 190 432 0.440 100' - 120' 155 432 0.359 120'- 140' 112 432 0.259 140'- 160' 69 277 0.249 160' - 180' 35 155 0.226 180' - 185, 3 72 0.042 CS �pV gto 0 QR 14 co, G1�� Section 5 Analysis Summary DIAGONAIS: Assumed steel yields stress Overstressed: No XXX 36 ksi Ef"10�0:99- 0" - 20' Mem..J50MORMN 11.53 M14"WWOME 31 MTORM 0.372 20'- 40' 10.68 34.66 0.308 40'- 60' 9.91 37.63 0.263 601-801 9.28 28.21 0.329 801-100, 9.54 31.03 0.307 100'- 120' 8.36 15.5 0.539 120'- 140' 1 7.76 13.85 0.560 140'- 162 11.5 0.452 1601- 180; T5.62 5 15.39 0.263 1801-185, 3.71 17.32 0.214 CONNECTIONS: Structural Grade A-307 - A-325-x 0" - 20' 11.53 24.6 0.469 20'- 40' 10.68 24.6 0.434 40'- 60' 9.91 24.6 0.403 601-80, 9.28 24.6 0.377 80' - 100' 9.54 24.6 0.388 100'- 120' 8.36 24.6 0.340 120'- 140' 7.76 24.6 0.315 140'- 160' 5.2 24.6 0.211 160'- 180' 4.05 1 24.6 0.165 1 180'- 185' 3.71 1 8.5 0.436 IqP t�`,'`Owo Laportel85ss.txt Self-supporting tower analyzer ANSI/EIA/TIA-222-F-1996 Version 3.50 beta 1:07 PM 1/21/98 ® Copyright 1994-1998 GEM Engineering Time: 13:17:49. Date: 09-Apr-2000 TDS station 1 185' SST for AT&T Wireless Services, Site: 9080A, La Porte - TX Analysis task -1: Analyze for all load cases and calculate stress ratios General Tower Data Wind direction 0 degrees Basic wind speed 120 mph Wind speed for deflection calculation 50 mph Total height of the tower 185' Ice thickness 0" 3 face tower Tower type 1 Allowable stress increase coefficient 1.33 Girt placement: No girts X-section lacing member bolts Single Member Properties Member Yield stress, ksi Cross-section Column 50 -Solid Rod Diagonal 36 Angle !Redundants .36 Angle Other element strength .Gusset plate yield stress 36 ksi :Gusset plate ultimate stress 66 ksi Flange plate yield stress 36 ksi :Weld strength 0.9 kips/in/(1/16") Column sizes, in OD 5.25 'Jq0 4.754.5 4.25 �FaOQ�Fc� �PNG� u 4.25 3.5 Page 1 Laporte185ss.txt 2.75 2 Diagonal sizes, in Horiz. Vertical Wall leg leg thickness 3 3 0.1875 3 3 0.1875 3 3 0.1875 2.5. 2.5 0.1875 2.5 2.5 0.1875 3 3 0.25 3 3 0.1875 2.5 2.5 0.1875 2.5 2.5 0.1875 2.5. 2.5 0,1875 waveguide cables Treated as a structural components Elevations, ft Cable quantities Lower Upper and sizes 0 185 8 x 1.625 Dead weight of linear appurtenances 29 lb/ft Discrete appurtenances # Eleva- Exposed area of appurtenance: Length, Distribute tion, Round Ice on Flat Ice on ft over # of ft round flat nodal points 1 185.0 32.00 0.00 0.00 0.00 1.0 3 2 140.0 32.00 0.00 0.00 0.00 1A 3 Omnidirectional antennas # Eleva- Equivalent Length, tion, flat plate ft ft area, ft^2 1 185.0 0.93 2.0 2 185.0 0.93 2.0 3 185.0 0.93 2.0 � 4 185.0 0.93 2.0 O� 5 185.0 0.93 2.0 G 6 185.0 0.93 2.0 Weight, lb Page 2 40 40 40 40 40 40 Moment 1 - consider 0 - neglect IF THE APPROVED PLANS MODIFIED, ANEW suBMITTAL 70 THE CITY ISREQ IRED PRIOR TO THE CHANGE OCCURRING. Laportel8555.txt 7 185.0 0.93 2.0 40 0 8 185.0 0.93 2.0 40 0 9 165.0 0.93 2.0 40 0 10 185.0 0.93 2.0 40 0 11 185.0 0.93 2.0 40 0 12 185.0 0.93 2.0 40 0 13 140.0 1.75 5.0 40 0 14 140.0 1.75 5.0 40 0 15 140.0 1.75 5.0 40 0 16 140.0 1.75 5.0 40 0 17 140.0 1.75 5.0 40 0 18 140.0 1.75 5.0 40 0 19 140.0 1.75 5.0 40 0 20 140.0 1.75 5.0 40 0 21 140.0 1.75 5.0 40 0 22 140.0 1.75 5.0 40 0 23 140.0 1.75 5.0 40 0 24 140.0 1.75 5.0 40 0 Dish' antennas # Eleva- Dia- Support Weight, Leg Direction Type tion, meter, length, lb degrees ft ft ft 1 1.0 0 1.0 1 1 -1.0 std w/o radome Load Group without Ice Tower configuration Sect., Top Bottom Width Width 1 20'-0" 22'-0" 2 16,-0" 20'-0" 3 16'-0" 18'-0" 4 14'-0" 16'-0" 5 12'-0" 14'-0" 6 10'-0" 12'-0" 7 8'-0" 10'-0" 8 6'-0" 8'-0" 9 4'-0" 6'-0" 10 4'-0" 4'-01'. Height Slope Type Angle 20'-0" 2.8624 Double X 20'-0" 2.8624 Double X 20'-0" 2.8624 Double X 20'-0" 2.8624 Double X 20'-0" 2.8624 Double X 20'-0" 2.8624 Triple X 20'-0" 2.8624 Triple X 20'-0" 2.8624 Triple X 20'-0" 2.8624 Four X 5'-0" 0.0000 Single X Exposed area of linear appurtenances Page 3 IF THE APPROVED PLANS ARE IJODIFIEC, A SUBMITTAL 70 THE CITY IS RFC ,,j R'=) *RIOR TO THE CHANGE OC�t:: �l �G• C1TY COPY Laporte18555.txt Section Area of... Climbing ladder Round Flat 1 1.38 1.25 2 1.38 1.25 3 1.38 1.25 4 1.38 1.25 5 1.38 1.25 6 1.38 1.25 7 1.38 1.25 8 1.38 1.25 9 1.38 1.25 10 1.38 1.25 Equivalent round area of... Conduit Ground Safety Wire Climb 1.62 0.00 0.62 1.62 0.00 0.62 1.62 0.00 0.62 1.62 0.00 0.62 1.62 0.00 0.62 1.62 0.00 0.62 1.62 0.00 0.62 1.62 0.00 0.62 1.62 0.00 0.62 1.62 0.00 0.62 Section Area of waveguide ladder treated as: Structural members Linear appurtenances Round Flat Round Flat 1 0 4 0 0 2 0 4 0 0 3 0 4 0 0 4 0 4 0 0 5 0 4 0 0 6 0 4 0 0 7 0 4 0 0 8 0 4 0 0 9 0 4 0 0 10 0 4 0 0 .F Discrete appurtenance loads, lb No. Elev. Round Flat Total Force area area nodes per node GOQ 1 2 185.0 32.00 140.0 32.00 0.00 0.00 3.00 3.00 864.75 798.76 Omni antenna loads, lb Elev. Forces, lb X Y Z Moments, k*ft XX YY ZZ 185 0.0 -40.0 125.9 0.1 0.0 185 0.0 -40.0 125.9 0.1 0.0 185 0.0 -40.0 125.9 0.1 0.0 185 0.0 -40.0 125.9 0.1 0.0 185 0.0 -40.0 125.9 0.1 0.0 Page 4 0.0 0.0 0.0 0.0 0.0 0 P\'pNSZSp� tN� pPP�A NEB S E��P�\0� �� �p0 C\j p \S A�OQr'01 \N0. tOOs IO 4 CNpNOE LaportelB555.txt 185 0.0 -40.0 125.9 0.1 0.0 0.0 185 0.0 -40.0 125.9 0.1 0.0 0.0 185 0.0 -40.0 125.9 0.1 0.0 0.0 185 0.0 -40.0 125.9 0.1 0.0 0.0 185 0.0 -40.0 125.9 0.1 0.0 0.0 185 0.0 -40.0 125.9 0.1 0.0 0.0 185 0.0 -40.0 125.9 0.1 0.0 0.0 140 0.0 -40.0 219.3 0.5 0.0 0.0 140 0.0 -40.0 219.3 0.5 0.0 0.0 140 0.0 -40.0 219.3 0.5 0.0 0.0 140 0.0 -40.0 219.3 0.5 0.0 0.0 140 0.0 -40.0 219.3 0.5 0.0 0.0 140 0.0 -40.0 219.3 0.5 0.0 0.0 140 0.0 -40.0 219.3 0.5 0.0 0.0 140 0.0 -40.0 219.3 0.5 0.0 0.0 140 0.0 -40.0 219.3 0.5 0.0 0.0 140 0.0 -40.0 219.3 0.5 0.0 0.0 140 0.0 -40.0 219.3 0.5 0.0 0.0 140 0.0 -40.0 219.3 0.5 0.0 0.0 Microwave antenna loads, lb, k*ft Elev. Fa Fs M - Ftot @angle Mmax @angle 1 0.0 0.0 0.0 0.0 60.0 0.0 130.0 Section types: 2 panels• X 20.00 top width 2 panela• X 18.00 top width 2 panels X 16.00 top width 2 panels X 14.00 top width 2 panels X 12.00 top width 3 pane14 X 10.00 top width 3 panels X 8.00 top width 3 panels° X 6.00 top width 4 panels X 4.00 top width 4� 1 panelg X 4.00 top width C;O Wind direction 0 degrees, 0" ice Wind load on structure Section Mid Area of str. components Appurt. area Dist. Elev. Round Flat Gross Round Flat force, #/ft/leg 1 10.00 44.17 28.17 428.75 3.63 1.25 105.1 2 30.00 43.33 26.36 388.33 3.63 1.25 99.6 3 50.00 42.50 24.59 347.92 3.63 1.25 106.0 4 70.00 41.67 19.72 307.50 3.63 1.25 104.0 APPROV`W PLOS IF THE 13011"L ARE HE ��TyOjS REQUIRED PRIOR Page 5 10 0 THE CHANGE OCCURRING• Laportel8555.txt 5 90.00 40.83 18.34 267.08 3.63 1.25 104.9 6 110.00 40.83 24.59 227.08 3.63 1.25 118.6 7 130.00 40.00 22.03 186.67 3.63 1.25 113.0 8 150.00 38.33 17.02 145.83 3.63 1.25 100.3 9 170.00 35.83 17.02 104.58 3.63 1.25 95.1 10 182.50 8.33 6.67 20.83 3.63 1.25 139.3 Reactions Leg X Y 1 -12.85 -166.20 2 12.85 -166.20 3 0.00 380.31 Maximal displacement, ft: 0.1665 Forces summary Section Column Diag Girt 1 372.03 10.71 0.00 2 333.79 9.97 0.00 . 3 295.58 9.24 0.00 4 257.49 9.06 0.00 5 217.28 9.39 0.00 6 176.25 8.08 0.00 7 126.94 7.76 0.00 8 78.22 4.94 0.00 9 40.05 4.05 0.00 10 3.22 3.17 0.00 Wind direction 90 degrees, 0" ice Wind load on structure 2 -13.01' -13.01 -38.14 pRov 10 vVIIIt NV FEp,p as" pNGR pRE E C\11 \S G� 3R Section Mid Area of str. components Appurt. area Dist. Elev. Round Flat Gross Round Flht force, #/ft/leg 1 10.00 44.17 28.17 428.75 3.63 1.25 97.2 2 30.00 43.33 26.36 388.33 3.63 1.25 92.4 3 50.00 42.50 24.59 347.92 3.63 1.25 98.5 4 70.00 41.67 19.72 307.50 3.63 1.Z5 97.4 5 90.00 40.83 18.34 267.08 3.63 1.25 98.5 6 110.00 40.83 24.59 227.08 3.63 1.25 110.3. 7 130.00 40.00 22.03 186.67 3.63 1.25 105.5 8 150.00 38.33 17.02 145.83 3.63 1.25 94.6 9 170.00 35.83 17.02 104.58 3.63 1.25 89.8 10 182.50 8.33 6.67 20.83 3.63 1.25 131..4 Reactions Leg X Y 2 CZ141 col? Page 6 Laportel8555.txt 1 -26.82-284.11 2 -28.48 316.06 3 -5.27 15.97 Maximal displacement, ft: 0.1597 Forces summary Section Column Diag Girt 1 309.36 11.53 0.00. 2 277.83 10.68 0.00 3 246.27 9.91 0.00 4 214.76 9.28 0.00 5 181.49 9.54 0.00 6 147.55 8.36 0.00 7 106.49 7.70 0.00 8 65.72 5.20 0.00 9 33.91 4.02 0.00 10 2.81 2.72 0.00 Wind direction 60 degrees, 0" ice Wind load on structure -12.44 13.40 -0.96 Section Mid Area of str. components Appurt. area Dist. Elev. Round Flat Gross Round Flat force, #/ft/leg 1 10.00 44.17 28.17 428.75 3.63 1.25 94.6 2 30.00 43.33 26.36 388.33 3.63 1.25 89.9 3 50.00 42.50 24.59 347.97_ 3.63 1.25 96.0 4 70.00 41.67 19.72 307.50 3.63 1.25 95.2 5 90.00 40.83 18.34 267.08 3.63 1.25 96.4 6 110.00 40.83 24.59 227.08 3.63 1.25 107.5 7 130,.00 40.00 22.03 186.67 3.63 1.25 103.1 8 150:.00 38.33 17.02 145.83 3.63 1.25 92.7 9 170�.00 35.83 17.02 104.58 3.63 1.25 88.0 10 182- 50 8.33 6.67 20.83 3.63 1.25 128.7 Reactions Leg : X y 1 -28.97 -324.43 2 -1'7.98 186.42 3 -4.47 186.63 Maximal displacement, ft: 0.1362 Forces summary Section Column 1 316.87 2 286.36 Diag Girt 9.88 0.00 9.21 0.00 Z -16.73 5.22 -18.18 Co4i *0'4t0 XVGE 0� Page 7CAP r Laporte185ss.txt 3 255.44 8.59 0.00 4 224.06 8.41 0.00 5 189.94 8.74 0.00 6 154.56 7.57 0.00 7 111.62 7.33 0.00 8 68.88 4.65 0.00 9 35.36 3.85 0.00 10 2.56 3.12 0.00 araaa�aaar•*a***+r++•err**• SUMMARY •++*+*•ar****tea•***** Member forces summary, Section' Column 1 372.03 11.51 2 333.79 10.6E 3 295.58 9.93 4 257.49 9.2E 5 217.28 9.54 6 176.25 8.3( 7 126.94 7.7E 8 78.22 5.2( 9 40.05 4.0` 10 3.22 3.17 Reactions, k Vertical' Down Up 380.31 324.43 k: Diag Girt 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Maximal displacement, ft: 0.1665 Elapsed time 34 sec Horizontal 40.25 OR""GZv, . Page 8 PROJECT: EQUIPMENT SHELTER OWNER: AT&T WIRELESS SERVICES P.O. BOX #955 PITTSBURGH, PA 15230-0955 LOCATION: XXXXX MODEL: XP12269/GV SIZE: 356.50'L x 156.45' W x 123.87'H WEIGHT: 13,154 LBS. MANUFACTURER: PRECISION QUINCY CORP. 1625 W. LAKE SHORE DR. WOODSTOCK, IL 60098 LABEL AND DATA LOCATION: PQ LABEL - ON THE ACCESS DOOR, INSIDE THE BUILDING STATE & DATA PLATE - ON THE LOAD CENTER SERIAL NUMBER: XXXXX DRAWINGS: QXP-A-00=00-1 CONSTRUCTION DETAILS (2 SHEETS REV. L-03/08/00) xP-B-12-26-0 EXTERIOR ELEVATION (REV. E - 01/17/00) xP-B-22-26-0 INTERIOR ELEVATION. AND CONSTRUCTION NOTES (3 SHEETS REV. G XP-B-32-26-0 INTERIOR LIGHTING, CABLE LADDER AND SENSOR LAYOUT (2 SHEETS XP,A-42-26-1 V.A.C. SCHEMATIC AND V.D.C. (ALARM SCHEMATIC) (3 SHEETS REV. P XPT-B-52-26-0 BILL OF MATERIALS (REV. C - 02118100) XP-B-62-26-0 LIFTING AND FOUNDATION RECOMMENDATIONS (REV. D - 02/18/00) xP-B-72,726-0 STRUCTURAL WALL LAYOUT (REV. K - 03/01/00) XP-A-8200-0 ROOF ASSEMBLY (REV. M - 01/17/00) ):P-A-B2-00-1 ROOF TRUSS ASSEMBLY (REV. D - 12/10/99) XP-1 -o -26-0 BASE ASSEMBLY (REV. N - 02/18/00) OPTION #/OPTION {2 OPTION p3 PPaI' INSTALLED X X X PPa2 INSTALLED X X PPaI POWERED Y. X X I PP42 POWERED r, x H•.,"AC BREAKER IN PP:! X x H,C BREAKEP. Ira PP:.2 X j OPTION #AA '1/4' LUAN UNDERLAYMENT I x CUSTOMER'S CHOICE OPTION 1, 2 OR 3 OPTION AA (Y/N) ' WAVEGUIDE A,C,D APPLICABLE CODES: 1997 UNIFORM BUILDING CODE 1997 STANDARD BUILDING CODE 1998 INTERNATIONAL MECHANICAL CODE 1999 NATIONAL ELECTRICAL CODE DESIGN CRITERIA: OF (\WIND LOAD - 110 MPH, EXP. C PRESSURE 31 PSF, UPLIFT `FCOOR-CIVE-COaDJ- 90 PSF (25,000 LB. TOTAL) AND 731 •>' S I LOCAL CAPACITY. ROOF LIVE AND SNOW LOAD - 80 PSF k : ••••• : � SEISMIC ZONE 04; AG < .10 ...n.r.,..e..a..>e........... / Av < .10 > CARL A. DEMETER X SEISMIC PERFOR14ANCE CAT: B ..............>,.>............/ 37 : SEISMIC EXPOSURE GROUP: I F'1 ERE <c�d OCCUPANCY/USE: UBC: S-2, SBG B 21 CONSTRUCTION TYPE: UBC: VN <;N SBG VI (UNPROTECTED) SET BACKS (FROM ASSUMED OR ACTUAL PROPERTY LINE): UBC: OVER 20' FROM ALL SIDES SBC: WALLS B - OVER 10' WALL A ,C & D - OVER 3' NOTES - 02/23/00) REV. F - 02/25/00) - 02/07/00) TEXAS INDUSTRIALIZED BUILOIND CODE COUNCIL This document is approved pursuant to Article 52211-1. Industrialized Housing and i!d!ngs Act. DRA No. UBC SBC t/ r Date 1C� DRA Signature /�. L REVISED DWG NUMBER 03-07-OC H. REVISED DWG NUMBER AC1 03-01-00 J REVISED DwG NUMBER AC 02-25-00 1 REVISED DWG NUMBER. & CODE I AC 02-23-00 G REVISED DWG NUMBER, CODES. SET 6=.CK$ GKV 02-18-00 F REVISED DWG NUMBER AC 1 02-15-00 REV. DESCRIPTION BY I DATE ACAD 4: XPB02261t- IPEOT SCALE: i=! IBr ;,,: DATE: II-16-99 39.5 PSF. PSF 1. PLUMBING FACILITIES ARE BASED ON LOCAL JURISDICTION. 2. THE BUILDING IS NOT INTENDED FOR HUMAN OCCUPANCY. 3. THIS BUILFANG SHALL NOT BE LOCATED ON PROPERTY WHERE ACCESSIBILITY IS REDUIRED: PAINT SPFCIFICATIONS ROOF;It PRIMER: ACID ''✓a$P. ETCHING PRIMER 0.5,1 THIEKNE $S MINIMUM -n0\(4 �QE OGC PAINT; 3°i TOTAL THICKNESS HINIOURETHewE 'DESERT J UMP p to tHE GNpNc� . BASE t PRIM-R: KEt!CHROMATE RED PRIMER P=.\?5n i�II.KNE$S Hii.II.ILIN P�_'r:;:ET�.=`1S 'DESERT BR-Uvw Op 4\JTA! TF_E<NESS MINIMUM V C CIT / PRE G\ISION QUINCY CORP. !625 W L:.v.E SHOPS DR.. WOODSTOCK. iL 60098 PHONE: 815 338-26'5. F;,X: 8!5 33e-2960 UST DHER: T A NDA RD �HLL LR IL- >' 26' TYPE B" (NOP,j-Pr✓i! [TLC:PROJECT INFORMH I ION SC'L- IORDEP a: DwG a: SH:ET =1 I XP-B-02-26-1 10 , (j� PROJECT: EQUIPMENT SHELTER ❑ WNER AT&T WIRELESS SERVICES P.O. BOX #955 PITTSBURGH, PA 15230-0955 LOCATION: XXXXX MODEL: XP12269/GV SIZE: 356.50'Lx156.45'Wx123.87'H WEIGHT: 13,154 LBS. MANUFACTURER: PRECISION QUINCY CORP. 1625 W. LAKE SHORE DR. WOODSTOCK, IL 60098 LABEL AND DATA L❑CATION: PQ LABEL - ON THE ACCESS DOOR, INSIDE THE BUILDING STATE & DATA PLATE - ON THE LOAD CENTER SERIAL NUMBER: XXXXX (E OF T,c� DRAWINGS: QXP-A-00-00-1 CONSTRUCTION DETAILS (2 SHEETS REV. L-03/08/00) XP-B-12-26-0 EXTERIOR ELEVATION (REV. E - 01/17/00) XP-B-22-26-0 INTERIOR ELEVATION. AND CONSTRUCTION NOTES (3 SHEETS REV. G - 02/23/00) XP-B-32-26-0 INTERIOR LIGHTING, CABLE LADDER AND SENSOR LAYOUT (2 SHEETS RE\C. F - 02/25/00) XP-A-42-26-1 V.A.C. SCHEMATIC AND V.D.C. (ALARM SCHEMATIC) (3 SHEETS REV. P - 02/07/00) XPT-B-52-26-0 BILL OF MATERIALS (REV. C - 02118100) XP-B-62-26-0 LIFTING AND FOUNDATION RECOMMENDATIONS (REV. D - 02/18/00) XR-B-72.726-0 STRUCTURAL WALL LAYOUT (REV. K - 03/01/00) xP-A-82:=00-0 ROOF ASSEMBLY (REV. M - 01/17/00) XP-A-82-00-1 ROOF TRUSS ASSEMBLY (REV. D - 12/10/99) XP--92-26-0 BASE ASSEMBLY (REV. N - 02118100) OPTION g) OPTION 12OPTION 13 PP#!'INSTALLED X x x PP#2 INSTALLED x x PP#1 POWERED x x x 1 PP#2 POWEP.ED x k I H%AC BREAKER IN PP=! I x x M;AC BREAKER. IN PP:2 X OPT/O:V y IA 1/4' LUAN UNDERLAYMENT I Y, CUSTOMER'S CHOICE OPTION I. 2 OR 3 OPTION AA (Y/N) ' VA•:EGUIDE A.C,D -{ 6 -c)a TEXAS INDUSTRIALIZED BUILDING CODE COUNCIL This document is approved pursuant 10 Article 52211.1. Industrialized Housing and •i!dings Act. DRA No. SBC </ i U8C Date IO DRA Signature /�. .L REV!SED DWG NUMBER 1 �C 03-C7-CC K REVISED DWG NUMBED• AC 1 03-01-00 J PC%'ISED DWG NUMBER AC 02-25-00 ! RE''ISED DWG NUMBER. & CODE I AC 02-23-00 G P.EVISED DWG NUMBER, CODES. S--T BACKS GKV 02-18-00 F REVISED DWG NUMBER :%C .02-15-00 REV. DESCRIPTION BY DATE ACAD #: XPBO2261L PLOT SCALE: i=i BY: ,t{ I DATE: 11-16-99 APPLICABLE CODES: 1997 UNIFORM BUILDING CODE 1997 STANDARD BUILDING CODE 1998 INTERNATIONAL MECHANICAL CODE 1999 NATIONAL ELECTRICAL CODE DESIGN CRITERIA: WIND LUAD - 110"MPH, EXP. C PRESSURE 31 PSF, UPLIFT FLOOR-CIVE,LOAD - 90 PSF (25!000 LB. TOTAL) AND 731 LOCAL CAPACITY. ROOF LIVE AND SNOW LOAD - BO PSF SEISMIC ZONE 114; Ao < .10 Av < .10 SEISMIC PERFORMANCE CAT: B SEISMIC EXPOSURE GROUP: I OCCUPANCY/USE: UBC: S-2, SBG B CONSTRUCTION TYPE: UBC: VN SBG VI (UNPROTECTED) SET BACKS (FROM ASSUMED OR ACTUAL PROPERTY LINE): UBC: OVER 20' FROM ALL SIDES SBC: WALLS B - OVER 10' WALL A ,C & D - O\'ER 3' NOTES: 39.5 PSF. PSF 1. PLUMBING FACILITIES ARE BASED ON LOCAL JURISDICTION. 2. THE BUILD114G IS NOT 114TENDED FOR HUMAN OCCUPANCY. 3. THIS BUILDING SHALL NOT BE LOCATED ON PROPERTY WHERE ACCESSIBILITY IS REQUIRED. PAINT SP%CIFIrAT10P1S ROOF PRIMER: ACID WASH. ETCHING PRIMER 0.5H TWCKNESS MINIMUM PAINT: POLYURETHANE "DESERT BROWN 3n1 TOTAL THICKNESS HININUM BASE PRiMEP: KEN CHROMATE RED PRIMER P. ni THICKNESS MIP1IMUN P< PC YUPETfi. " 'DESERT BROWN" art; T17TAL T�:[CKNESS MINIMUM ?\.Os E p,?p�� op Avo S E� C CZev�i PRECISION QUINCECORP. 1625 v LA✓.E SHGPE DR.. VOODSTOCX. iL 60098 �-' PHONE: 815 338-2675, F0.X: 815 338-2960 V1+La. �, T"Z' SEMBLY\{-ILL I LR 12' TLE: PROJECT -1; IATARD TYPE B" (N01.1-� 26' r1 INF❑RI1 I❑N DWG w: $MEET XP-B-02-26-1 I OF A. 0 10.00 TYP. WALL 'D' WALL 'C' B NOT FOR HUMAN HABITATION 37M Q WALL 'B' WAVE GUIDE LOCATIONS WALL 'A' WALL 'C' WALL 'D' w mLL IJ WALL 'A' ...OF..... 11 .............. ......... :' CARL A. DENiETER ........................ -71237 a -t� Ism q'; 3 t �I].50 3' TELCO LIl 'D' WALL 'A' Texas hdustriaLzed BuH&'g//Code Cot" sec '�C �OliflC_ App oiv, ate 3? Prr, _;yi^1G orIe Er3rri� he F NOTE: 0 ITEMS SHIPPED LOOSE AND INSTALLED BY OTHERS. —LIGHT DIFFUSERS —WAVE GUIDE —GROUND BARS —HOUSE KEEPING KIT —FIRE EXTINGUISHER CITY COPY WALL SECTION APpROVcp PIAHS IF THE k� gUgMIT'f AL ARE �pp1F1E� I�Ap '�UtneEp PRIOR TO TN` •' ! t` D�CURRIHG•� i u i C;IANGE METES - LP EXT. FUSED DISCONNECT GROUND VIRE MAT BE ATTACHED 10 THE CROWDING SYSTEM BEFORE APPLYING POWER. 2J ALL VIRE ANPACIIIES ARE BASED ON THE TABLC 310-16 MCC. 3.) CONDUIT FILL IS BASED IN CHAPTER 9 MCC. ..) ALL EXTERIOR FIXTURES ARE WEATHERPROOF. S.) THE INDICATOR LIGHTS SHALL BE FED FROM A FUSED PULLOUT SWITCH WITH A ZA 230V FUSES. THE. SWITCH SMALL BC FED FROM THE -PUBLIC UTILITIES' TERMINALS OF THE MTS. 6J INSTALL INTERIOR L EXTERIOR GROUND BARS AT WAVE WIDE ENTRY ONLY. TJ USE COMPRESSION TYPE FITTINGS ON ALL EMT CONDUIT TERMINATION POINTS 8.3THE CONTROLLER SHALL ALLOV THE LAG WIT TO START ON DEMAND BASED ON COOLING LOAD OR FAILURE Or LEAD WIT. 9) BOND SERVICE EDUIPHENT USING BINDING TYPE LOCKNUTS ON THE RIGID NIPPLES BETWEEN THE MIS AND FUSED PULLOUT SWITCH ALSO BETWEEN THE MIS AND LOAD CENTER. INSTALL BONDING LOCKWTS ON THE INTERIOR SIDE OF THE ENCLOSURES. USE FIELD PUNCHED KNOCKOUTS WHEREVER POSSIBLE. AVOID CONCENTRIC E* ECCENTRIC FACTORY PUNCHED KNOCKOUTS IN THESE ENCLOSURES. 10.) ALL CONDUCTORS SIZE 46 AVG AND SMALLER SMALL HAVE THE APPROPRIATE INSULATION COLOR FOR THE ENTIRE LENGTH Or THE CONDUCTOR. DO NOT COLOR CODE THESE CONDUCTORS USING TAPE. CORECT THE SURGE ARRESTOR TERMINALS TO THE LOAD CENTER BUS USING KID THN VIRE AND A SQURRC 'D' 002W MOLDED CASE SWITCH IN POSITION 62 AND B. Or THE PANEL BOARD. 11.) INSTALL GROUND JIRPER WIRES INSIDE THE AUCTION BOXES O ALL DUPLEX RECEPTACLES AND VIRE NUT TO OTHER GROUND CONDUCTORS IN THE BOX 12.1 INSTALL LABELS ON MTS TO INDICATE THE FOLLOWING HANDLE POSUION •N RMAL% -OFF, AND 'C1ERCENY- INSTALL LABEL FOR INDICATE* LIGHTS THAT STATES. 'PULBIC UTILITY POWER' 13.) FEED RVAC WITS USING 16 THN STRANDED COPPER VIRE AND 60 AP 2-POLE CIRCUIT BREAKERS. (U FIRE EXTINGUISHER (BRACKET IS TO BE MOUNTED PER MINT.) (2) HOUSE KEEPING KIT 1.) USE CLEAR RTV SILICON TO SEAL/CAAJL VAVEGUIDE. GROND BARS AND ELECTRIC DEVICES ON EXTERIOL 20.1 USE DOW CORNING 'SANDSTONE' OR EQUIVALENT. -BETWEEN VERTICAL SEAM ON AGGREGATC PANELS. - 2eJ PRESS LOOSE STONE INTO WET SEALANT. 3J USE NPC 'DESERT -BROWN' SEALANT AROUND HORIZONTAL SEAMS OF AGGREGATE PANELS. AC WITS AND DOOR. laPaL .a%N(WL V'9E flM16 DrIAll (INTERIOR VIEW ONLY) V4LLS A L C LYvOND TE FOR ARS VITH FOLLOWING :KER. TOR LUCENT WLT' L¢.¢ uaGm..L Lac w N.v( rua N. .K ( 0.1 WAVE h80r WTAO (INTERIOR VIEW ONLY) VALL D UP rMLOV ING rE* LUCENT I ACAD K. BB 3/4' TONGUC AND GROOVE PLYWOOD INSULATED SUB FLOOR c,�P-�E•OF•TF,�,�S �) as : w.aaa..................1.*.G CARL A. DEMETER .......... I .................. A �71X�37 AL --to-c)6 PVC GROUND CXIT (7) TYP. .2 STRANDED COPPER VIRE WITH GREEN INSULATION COILED IP (2 FTJ (A) TYP. 00 10.50 UBm1. o---® i I ORE j0 Texas Industrialized Bu9di''ngCode Council . S3C Vrw —i-�OTF=— Appr (.al ate 30 pc A. cYED RaT , a 8 tc FORA - #16 OPTION 11 OPTION OZIOPTION B3 PPBI INSTALLED ) X X PP112 INSTALLED K X PPBI POVERED x X X PP22 POWERED X z HVAC BREAKER IN PPBI X X HVAC BREAKER IN PPK2 X ELEC. SCHEMATIC SEE DWG R.q. TP-A-42-26-1 PI 1 6 7 XP-A- 2-26-1 PD 2 6 7 TP-A-N2-26-1 PG 3 Or 3 PRECISION QUIN( 1L W. L.E SNORT DR.. VOMSTM. AU<. 815 318-209. F... 915 l STANDAR SHELTER 12' X 26' M ERIOR ELEV. AND C( MXR 16-=1' XXXXX XP-B 1.1 TES SHEET I Or 3 10D\F'E i8 �QCv�R\F1�. CCYX E T *.e...................... . CARL A.DEMETER . _741 7 Q- 4-11/16' X 4-11/16' NOTE: 1. ALL BOXES 4X4X2 UNLESS NOTED 2. ALL CONDUIT 112" UNLESS NOTED G CHANGED CONDUIT SIZES F SEE SHEETS 1 B 3. E REDRAWN CONDUIT LAYOUT REV. DESCRIPI %CAD0;XPB22260FPLOT:l=32 IVARI v 81.00 Texas Industrialized Building Code Counca SBC C OTFDC_ Ap r val(Date ,D CD JW ftq2aiR awes-.-s vc FVRA - 015 0 20.00 6.00 57.00 14.50 Ezi 441I I----- __---- E38 37.50 I I 15.13 I I i E39 I OPTION '1 69.501 ' .z L .3 O E.3 1 ' ONLY 48.00 32.50 �•' Q 44 34.00 E.z IT. 28.50 A. I 7.00 TYP. LL -_ __ u 6.00 3.50—� 8.00 TYP; - SD OPTION i1 ONLY co Ex17 Q \% WALL B r`0" CI Y --— LOW VOLTAGE (HIDDEN) Q��� C„\•G�P�\� HIGH VOL7�-GE (SOLID) �o-10 CUSTOMER TO CHOOSE WAVE GUIDE LOC.`,TION PER SITE PRECISION QUINCY CORP. 1625 V. LAKE SNORE DR.. VODDSTOCX. IL 60098 PHONE: 615 338-2675. FAX: 815 338-2960 CUSTOMER: STANDARD AC E02/18/0 ASSEMBLY: GKv XP SHELTER 12' X 26' TYPE 'B" (NON-FR1) EH T'i":INTERIOR PIPING LMY(]UT BY SCALE ORDER R. DWG N: SHEET DATE:10/27/99 3T8"=I' XP-B-22-26-0 2 of 3 ME .,.- OPTION Be 1 U O.LY I. OPTION •1 ONLY OPTION 1l t .2 21.51 - L OPTION 01 ONLY 3.00 OPTION .2 1 13 ONLY 71.50 — y&. ( r. 1 r 7.50 - C9 U PTI OPTION .1 1 @ PP2 J13T975 01LY 14.25OPTION".1 ONLY Q1 4 7.00 48.00 1 OPTION �.2 1 .3 ONLY I l 123.50 I � 4 r OPTION 12 1 / .J ONLY E77 WALL 'C' OPTION #1 OPTION #2OPTI0N g3 PP#1 INSTALLED X X X. PP#2 INSTALLED X X PP#1 POWERED x X X PP#2 POWERED X X HVAC BREAKER IN PP#1 X X F /AC BREAKER IN PP#2 X ELEC. SCHEMATIC SEE DWG NO. XP-A-42-26-1 PG I or 3 XP-A-42-26-1 PG 2 DF 3 XP-A-42-26-1 PCL 3 OF 3 Texas Industrialized SuildDlg Code Council sec � o1FDc_ Appr Val Date 3z,l Rala%� F7 vti'4 lot D kr FpflA - �16 9.00 161.00 / / 16.00 / 1 j-50.00 ' ED PIANs THE APPRO NOTE IF t:10D1•"rtrO:�Ha W 3UgMITTAE PRIO�P 1. ALL BOXES 4X4X2 UNLESS NOTED ARE WALL -D- TO iF!E CITY lv QwRED OCCURRING. 2. ALL CONDUIT 1/2- UNLESS NOTED r 'Y+E Ctif,hG --- LOW VOLTAGE (HIDDEN) ^TT l•l 1 COPY — HIGH VOLTAGE (SOLID) CUSTOMER TO CHOOSE WAVE GUIDE LOCATION PER SITE PRECISION QUINCY CORP. 130; 62 1625 ''✓. LAKE SHORE DR.. WOODSTOCK. IL 60098 PHONE: 815 338-2675. FAX: 815 338-2960 G CHANGED CONDUIT SIZES AC 02/23/00 CUSTOMER: STANDARD F ADDED (3)3/4• CONDUIT 6 I' CONDUIT. E REDRAWN CONDUIT LAYOUT. ADD TABLE GKV 02/18/00 W/OPTIGNS EH 01/18!00 ASSEMBLY, XP SHELTER 12' �� 26' TYPE XDpp ' (NON-FRI) D ADD 2ND LOAD CENTER HPF 12/21199 TITLE° INTERIOR PIPING L rl'(O U T REV.DESCRIPTION BY DATE SCALE: ORDER M, DWG M SHEET ACAD#:%P822260G L0T:1=32 vAR1ABl[y BY:ELK DATE10/27/99 3/8"-I' XP-B-22-26-0 3 OF 3 1 ITEM OTY DESCRIPTION PO/DWG/DXF MATERIAL DIMENSION NOTES a WT . r..., WALL 'A' F ISEE SHEET 2. AC E SEE SHEET 2. GKV D REDRAWN CONDUIT LAYOUT ON PAGE 2 OF 2 EH C ADD 2ND SHEET MPF B MOVED CABLE LADDER PER CUSTOMER AC REV. DESCRIPTION BY CHX ACAD #:XPB32260F LOT SCALE: 1=48 CHK BY: APPV BY: r L 'D' WAVE GUIDE LOCATIONS WALL 'A' WALL 'C' WALL 'D' TIndustrianzed kg XdM Code Cound —, ,.(mn ✓OTFDC_ CITY c%v`r NOTE: 1. MOUNT CABLE RACK 7'-6' ABOVE FINISH FLOOR TO BOTTOM OF CABLE RACK. APPROVED P�AR3S 1F THE A ARE lAp0^FIER, q��PRIG TO THE ,�;Pe^ OCCURRING• CHANGE PRECISION QUINCY CORP. 1625 W. LAKE SHORE DR.: WOODSTOCK. IL 60098 (% PHONE: 815 338-2675. FAX: 815 338-2960 STANDARD _ 12' x 26' SHELTER TYPE "B" (NON—FR1' CABLE RACK LAYOUT :ALE: ORDER p: DWG N: DATE:09-68-99 ACI 1 4 =1 JXXXXXJ XP—B-32-26-0 1 of 2 L2 02-25-00 CUSTONEI 02-18-00 0I-18-00 ASSEMBL' 12/21/99 09-30_99 TITLE: DATE BY: WALL ITEMIOTY DESCRIPTION IPO/DWG/DXFI MATERIAL ...OF..... r l'! 7m°...co..... w.......•.... 0 CARL A. DEMETER .........0.0................. D �? oa 237 �F 19F TkF \�,��s WALL 'D' _01'� DIMENSION I NOTES u -wT WAVE GUIDE LOCATIONS WALL 'A' WALL 'C' WALL 'D' Texas industrialized Swains code Counca sec- L-U94-- C"' OTFDC— AP oval DafA 3116106-19 AD ftqeLk:i ,ytr - ots N❑TE: I. LEAVE 15' PIGTAIL FOR ALL CIRCUITS IN ENCLOSURE FOR RECTIFIER ITEM #E10. PROVIDE 4' x 2' LIRUIDTITE FOR #E10 (FOR CUSTOMER INSTALLATION.). 2. ALL BOXES 4X4X2 ULESS SPECIFIED CZ�Y 3. ALL CONDUITS ARE 1/2' UNLESS SPECIFIED. WALL "A' 1P THE APPROVED SUBt.1T AL ARE %OD%f E p,� nI '%RrD pN OR /•/�^J `J PRECISION UI NCIPt L` T?P. /�/^( 1625 W. LAKE SHORE D� wDODSTOCY. 1L 60098 7 U v PHONE: 815 338-26 %5. FAX: 815 338-2960 F REMOVED NOTE AC 02-18-00 E REMOVED 1' 8 3/4' CONDUITS. GKV 02-18-00 CUSTOMER: ,STANDARD D REDRAWN CONDUIT LAYOUT EM 01-18-00 ASSEMBLY: 12 x 26 SHELTER TYPE `B" (NON-FRll C ADD 2ND SHEET MPF 12/21/99 B MOVED CABLE LADDER PER CUSTOMER AC 09-30-99 TITLE° INTERI❑R LIGHTING & SENSOR LAYOUT REV. DESCRIPTION BY CHK BY AV BY DATE BY: AC SCALE: 1/ 4" =1 ' ORDER N: X X X X X OWG s: X P- B- 3 2- 2 6- 0 2 of 2 ACAD C: XPB32260F LOT SCALE: 1=48 CHK BY: APPV BY: DATE: 09-08-99 PANEL SCHEDULE y7 MAiN:200A CIRCUIT BREAKER VOLTACE: 1201240V PHASE. IPH WIRE: s 128.2 AMPS <VanS OR VAT .TTS m Vu 12ov I. klDv 1. LOCATION BRKR WIRE NO NO WIRE BRKR LOCATION NDV I 12Dv IP I2p SLR ARR S m• JDw .10 1 .8 zu RCC,IriCR .T .ROD REMPICR It 2SA to S 6 .8 25w RECTIFIER .8 .RDD . ) a REC,Ir IER .2 2yw as 9 ID as zu RECTIFIER .9 .,Di • 11 12 FECpfICR .) 2yw .D 1] 1. .D 2A RECiIf IE4 010 .� ' IS 16 - RECTIFER .. 23w 48 P IB .8 w RECTIfCR .II .� 19 20 RECTWIER .y 2A to 21 22 .8 2yw RCCTLICR 112 .800 . 23 24 RCCpfiCR 66 123w .8 2y 26 u2 6w EEPT. mRD IT y.0 - 27 28 .12 lyw C[EPT, fR[4V .2 J60 600 INT. LT./EMER. LT ISA .12 29 7D ❑2 ISw SMICKE DETECTOR 11 12S EXTERIOR LT ISw .12 31 J2 .12 IL MVK COMTROLLC 40 I80 EXT. Ci I RCCP. 191 .12 )] ]. 2M SPARE SPARE 20a JS 36 2M SPARE ]i m 39 .0 BTD.ITI ..+ OMRS, J' MIPRC e .Dow Mal.yy LF TRi Elt SVITCM� b M D J Z Q1 R M m PANEL SCHEDULE #2 - 00;. , mulm omm XWA mo�r_��� �MARA ir�ll elL:]4Rl :Tfi lam_®mmm }✓ S -I,C -GA l THE RECTIFIERS ARE DESIGNATED in VK rlRck O O In VK rIRE TO BE USED IN GROUPS OF 6, SMOKC DETECTOR SMOKE DETECTOR .IfO SMID TD.[D COPPER NON -SIMULTANEOUS WITH ANOTHER GROUP. c V e SYSTEM Y = s - IRk CWRICTOai ARC TED ,MMN 120 V K tLKR - D i RKk G�4� . w IRIESi OiKRVISC IQiCD IWOi "ITC 12D V K - VMn[ IMD, rIFC. rIRCk ppR S�gtA�S� p� 4CLA, ARE p F �,cv+ T� E� pR10 RCIa. $ VDC ALARA/ I VIRC:uT I I VIR[MUT �,' b : . (U Nc DmR cW,KT I j - J L - s a NRE M O - C MICR TCMPERwTLRE t 20D.: WIM LOW iEMPEUTI1RE MTCa L .aCKE4 CROUMD TD RKR R0. SL4fL ,wRRESTm ID[NTir I[wilW TKO 6[MCawim RW NOTES: POWER WIRING DIAGRAI-i 1. ALL NEUTRALS AFTER 400A DISCONNECT WILL BE ISOLATED FROM GROUND. 2. ALL SLEEVES FROM INTERIOR JUNCTION BOX TO HVAC UNITS TO BE METALLIC. 3. HVAC POWER SUPPLY AND LOW VOLTAGE WIRES MUST BE RUN IN 'SEAL -TITS" FROM SLEEVE THROUGH TERMINATION. 4. HVAC 'POWER FAIL' TO BE WIRED DIRECTLY OFF TRANSFER SWITCH USiNG I.5 AMP IN LINE FUSE. 5. GENERATOR NOT TO EXCEED 200A (DISCONNECT APPROPRIATE CIRCUITS AS NECESSARY.) J 111 M: Nc C N. SIO E DETECTOR POVER rAIL .EARN TO 2.VtC TQ. I`pM(R aTWT OM COMTROLLER TD 2.VK ILTNT OM M K CWTROLLC4 Texas Indust Z Mc TEEM W SITE SHOKE ALARH / HVAC SHUTDOWN Wd•,ng Code Q w':K Wa q raILtRE t/ V [ rl-.•K Wli .2 lRE raiL WIRING DIAGRAM- Approval Dat1 I TERMINAL STRIP DETAIL 3 I60 (ALL VDC WIRE TO TERMINAL BLOCK MUST BE 24 Gam.) ❑PTION $$] D �M L V u PANEL SCHEDULE y1 AfA/N.200A CIRCUIT BREAKER VOLTAGE: t2o/240v PHASE. trH WIRE: 3 I83.8 AMPS (WATTS OR WAR (WATTS OR VA) 120W U 10V I• LOCATION BRKR WIRE NO NO WIRE BRXR LOCATION a.0v I 12w I• 11. )2 1(V WIT .I 16 I 16 6W MvK WIT 12 11472 - ] . In SUR JOw 110 5 6 1B au RECTIFIER .7 1800 • ) 8 RECTIFIER p 2SA 18 9 10 19 25A RC[pFCR 18 .800 ' 11 12 RECIir TER R 25A 18 IJ H 1B 25A RECTIFIER 1q .800 ' IS 16 - - WITFIER 03 23A 18 V IB 18 25A RCCTIr TER .10 A800 . 19 20 RE[FIfER 14 23A 18 21 22 .8 25A RECTIFER ii ' 23 2X ' RECTIFIER 15 18 25 26 18 23A RECTIFIER 012 2) 2B RECTIr1CR 16 1B 29 JO 012 ISO CCPL fROA' q 5.0 • PIU JI 32 $12 ISO CCPT. IAOI.P .2 J60 600 TNT. LTIEKR. LT .12 JJ JI 112 ISA SMOKE DETECTOR 11 I EXTERIOR LT 12 JS J6 112 15A WAC CWTRO_LCEXT. ff I RE[P. 112 J) J8 20A SPAR[ SPARE 20A J9 AU 20A $PwR[ UTRITY OY OMRS1 SIRDE Yte[STW '10ENIIFICATIO, TAG/ UNCRATOR KW NOTES POWER WIRING DIAGRAM I. ALL NEUTRALS AFTER 400A DISCONNECT WILL BE ISOLATED FRO14 GROUND. 2. ALL SLEEVES FROM INTERIOR JUNCTION BOX TO HVAC UNITS TO BE METALLIC. 3. HVAC POWER SUPPLY AND LOW VOLTAGE WIRES MUST BE RUN IN 'SEAL-TITE' FROM SLEE''.•E THROUGH TERMINATION. 4. HVAC 'POWER FAIL- TO BE-4/IRED DIRECTLY OFF TRANSFER SWITCH USING 1.5 AMP IN LINE FUSE. 5. GENERATOR NOT TO EXCEED 200A (DISCONNECT APPROPRIATE CIRCUITS AS NECESSARY.) VAC SHELTER FTiiiit THE RECTIFIERS ARE DESIGNATED TO BE USED IN GROUPS OF 4, NON -SIMULTANEOUS WITH ANOTHER GROUP. KL CWOUCFOR% ARE TYPE T. u ESS OTMCRVISC MOTC0 r20 v K O T 120 vK TIRE. O SMOAC DETECTOR r _I ..I zj— 5 Tin. RCL Y WiRCwT 5 VDC ALARM J N/ BOOR[WTKI N) TB Nvx Ta:NsrcelCe J MlrJ TCWCRATWE WTg T W NV C0 TRCLLCR N/ \ SHE A�?Rp �[c/D' SU��pR10R OIN VAC FIRCX cc 0!\F\EJ' \� RGl=`�/\-(��11Rn\N�• S C DETECTOR p�4 LLLS{{SSs�TT ``\�F�SLS C OV`�V 120v K vTu r[ IMWi L _ — >1 •I TIRE. RELAY W LOW TEMPERATURE WFI1T Ol RDkLCR eXas TNTVIFitr Z Nc s-mt DETECTOR SMOKE ALARM / HVAC SHUTDOW &.4dm9 C dee Z N/ L C POWER FAIL xARM _ ff,, N, WIRING DIAGRAM IL TEEM W SITE ateN) L MAVAC WIT FI rAILURE"AC WIT.2 FAILURE ❑PTI❑N #2 J/P)TERMINAL STRIP DETAIL (ALL VDC WIRE TO TERMINAL BLOCK MUST BE 24 GA.) INCY CORP. VAC SCH. & VDC (ALARM) SCH. `/ Covi VAC SHELTER PANEL SCHEDULE #1 A(AIN2o0A CIRCUIT BREAKER VOLTAGE: t20/2-fov PHASE:rPHIfIRE: 3 183.8 AMPS (WATTS OR VA) ryAT ii OR yA. 120v 1. e.W I. LOCATION BRKR V1R£ NO NO AFIRE BRKR LOCATION NOy I. 120y p 11. )2 NvK Wlt .1 60A .6 1 .6 6W MVK WII .2 31472 In jM .10 3 .8 25A RECTIFIER U .800 ) RECTIFIER iO ISO Be 9 .8 23A PCCTI/ER .B 4800 ' 11 RECTIFIER .2 23A BB 13 V24 .e 23A RECTIFIER .9 •� IS RECTIFIER RO 23A .9 V .B 23A RC[TIrICR .I0 4m . 19 RCCTIFER B. 25A 88 21 .B 25A RCCTIfCR .11 ' 2J RECTIFIER .5 23A Be 23 26 23A RECTIFIER 012 2) A RC[pFiE4 B6 23A BB 29 70 ISO CCPi. CRi11R q 540 31 32 N12 ISO CCPT. JCp600 TNT. Li/[KR. LT ISO RI2 ]J ]. ISO SNWC BCTCCTOR 11125 CYTC4IW Li ISO RI2 n ]6 IS• NVK CdTRQLC .0 IBO LOT. W 1 RECP15ARIe J) JB20A SPARE SPAR[ — J9 .02" SPARE uSC = RC`AXQS ♦ R FOt 200A rUSES. e� BIN SMIR IRONER CO.PCR r NI•PLC n Fi A I_. M.CSS OTKRr ISXC LE" T o rN.I .00" N TRANSFER ,I - _ - N `.. N L LOAR CENTER 244E N"o IRE -ER J W Z2 L wil To mX REV SYR'.0 .RRESTRR 10CNiIr IC--.1p1 iK / LCKRcIM PLUL NOTES POWER WIRING DIAGRAM I. ALL NEUTRALS AFTER, 400E DISCONNECT WILL BE ISOLATED FROM GROUND. 2. ALL SLEEVES FROM INTERIOR JUNCTION BOX TO HVAC UNITS TO BE METALLIC. 3. HVAC POWER SUPPLY AND LOW VOLTAGE WIRES MUST BE RUN IN 'SEAL-TITE' FROM SLEEVE THROUGH TERMINATION. 4. HVAC 'POWER FAIL' TO BE AWIRED DIRECTLY OFF TRANSFER SWITCH USING 1.5 AMP IN LINE FUSE. 5. GENERATOR NOT TO EXCEED 200A (DISCONNECT APPROPRIATE CIRCUITS AS NECESSARY.) THE RECTIFIERS ARE DESIGNATED TO BE USED IN GROUPS OF 4. NON -SIMULTANEOUS WITH ANOTHER GROUP. 120 V K RK. :MIT VDC ALARM =I rl•' J CW CWT"Ci N/ TO 2.yK TR:NSrORKp C NICN TC MTPUT W NV AC CMT _I _� ZE OF TE Alt... i.: •.•.r.•. e... ne.e.......... CARLA.•DEPAETER.................... 0Q237 �•.9 . TEFE���C��c`s m —14 -� O1 invK rIRE. / s C BrrctroR F_ —T..I 21 L — — FMX REL.I 120v K INPNi RaLER N/ NPERATURC TO 24yK TRA FCTRNER C LW TEWERATN)E W T L "/ SN EDETECTOR STROKE ALARM / HVAC SHUTDOW Texas Industri Ekddhg Code ", FOIL AL RN WIRING DIAGRAM SBC_ UBC_ N; EC- TE[N °" :ITE SITE Approval Cate N I4'JK WIT .I rAILIRE M)K Wit .2 F41LURE L}}{ OPTION ST 3 APP.MED TERMINAL STRIP DETAIL fto7w1 ofiA 1k (ALL 'vDC WIRE TO TERMINAL BLOCK 14UST BE 24 GA.) /,—oI PRECISION QU/NCY CORP. 400 AMP (ALARM) SCH. 3 V Co4' Y E ppP OpkGW SUS a1R10R Ci` Nit p`• OCru0-%%G. ,F CHANGE MECHANICAL BILL OF MATERIALS/ ENGINEERING ITEM QTY_ PART NO. DESCRIPTION VENDOR NO. 1 1 45035.93 PRE HUNG DOOR KIT 42' X 84' MT981382 2 1 45039.07 DOOR BUMPER (USED ON TYPE 8 SHELTERS ONLY) 9540K61 3 _ 4 1 45036.08 DOOR STOP 6 HOLDER CH-2445-8 5 19 45042.14 PANELING 1/2' WITH 0.030' FACER (WALL) - 6 7 45014.15 PANELING 112' WITH 0.030' FACER (ROOF) - 7 11 45042.20 UNDERLAYMENT 3/4' X 4' X 8' - 8 19 45035.92 AGGREGATE WALL MATL. 5/16 THK. (PEBBLE BEACH) - 9 350 45037.49 AGGREGATE MTG. SCREW, S.S. - 10 4 40600.52 INSULATION R-11 FRP 24' X 8' 900275 11 2 40600.51 INSULATION R-11 FRP 15' X 8' 900535 12 300 40004.75 VINYL TILE 1/8' X 12' x 12' LT. GREY 03001-60-51904 13 71' 45037.12 VINYL BASE 4' X. 4' GRAY 03011-60-CB614 14 220' 45037.14 PVC DIVIDER V-29 15 145' 45037.13 PVC INSIDE CORNER V-33 16 IB' 45037.16 PVC FLAT V-25 17 8' 45037.17 PVC OUTSIDE CORNER V-15 18 1 1 45035.63 - TELCO MTG. BOARD 4' X 8' X 1/2' - 19 24' 1 45037.98 PVC TELCO CAP, 1/2' V-115 20 1 GALI 39513.62 PRIMER - 21 6 GAL 39513.54 PAINT POLYURETHANE 'DESERT BROWN' - 22 15, 45033.90 CABLE RACK 24- 10024ZY 23 24' 45033.37 CABLE RACK 36' 10036ZY 24 16' 45026.67 CABLE RACK 12' 10012ZY 25 2 45033.41 CABLE RACK STRAIGHT CLAMP SC12 26 9 45033.42 CABLE RACK CORNER CLAMP CC12 27 7 45026.77 CABLE RACK RUBBER BOOT RFCH701 28 12 45033.45 CABLE RACK STRINGER HANGER HB12 29 38, 45037.15 UNISTRUT 1 5/8' X 1 5/8' YELLOW ZINC PLTD. - 30 42' 45033.40 5/8-11 THREADED ROD YELLOW .ZINC PLATED 8000-3 31 2' 45037.18 UNISTRUT 1 5/8' x 1 5/8' GALV. - 32 4 - STRUT LOCK NUTS 1/4'-20 1-5/8' 46701 33 4 - WASHER 1/4' FENDER S.S. - 34 4 - SCREW 1/4'-20 x 1-1/2' S.S. - 35 4 45035.69 STEEL. LIFT LUGS XP-A-91-00-2 36. 1 45040.49 10# CO2 DRY FIRE EXTINGUISHER - 37 1 45037.66 WALL POCKET. 16.25'V X 7.25'H X 4.50'D 13021 1 38 1 45041.54 FOLDING DESK, BEIGE 45235T25 39 1 1 45038.99 WASTE CAN AND LID v..xo 40 I 1 45039.01 BROOM BRM-932A 41 1 45039.00 DUST PAN RCP-2005-CHA 42 1 45038.97 HANGER, 18'. FOR BROOM/DUST PAN UNG-H445 43 1 45038.98 FIRST AID KIT JOJ-8161 44 1 45039.02 MAT, 36' X 48', GRAY CRO-NR34-GRA 45 1 - LOCK SET SUPRA #001210 46 50 45041.06 BRIDGE CLIP 40067-BC 47 - 45033.88 CABLE RACK 6' 10006ZY 48 2 45038.57 WALL CLIP - CABLE PACK VC12 .. 45C39.07 1/4' LUAN PLYWOOD 4' x 8' NOTES 1.) CUSTOMER IS TO CHOOSE LOCATION PER SITE. •sou "BOM OPTION f1 OPT'ION /2 OPTION /3 OPTION /AA O'X. 2 1 2 1 11 SEC OVG N0. XP.7A-42-26-1 PAGE I OF'3 XP-A-42-26- tPAGE 2 OF 3 XP-A-42-26-1XP-A-00-00-1 IPAGE 3 OF 3 PAGE '.'OF 2 SEE *BOM PRESSURE TREATED WOOD gyp.. UJ SEE NOTE 1.) 1 Texas Industrialized Building Code Cound SBC �UBC _�Lf'OTFDC_ Ap oval Date PFi � p� i'rpg(sie 6lgexiq Yc , D-IDRA - 4165 ELECTRICAL/HVAC BILL OF MATERIALS ITEM QTY. PART NO. DESCRIPTION VENDOR NO. . El • 48024.53 SO D LOAD CENTER 200A 240V IPH 40 POS 0040M200 E2 7 48010.90 CIRCUIT BREAKER 15 AMP 120/240 V 1 POLE 01115 E3 E4 3 48010.89 CIRCUIT BREAKER 20 AMP 120/240V 1 POLE 00120 ES 12 48022.89 CIRCUIT BREAKER 25 AMP 120/240 2 POLE 00225E6 1 48014.09 CIRCUIT BREAKER 30 AMP 120/240 V 2 POLE 002 E7 2 48023.38 CIRCUIT BREAKER 60 AMP 120/240 V 2 POLE 00230 E8 E9 E10 1 1 l 1 413027.64 48027.65 O.C. EXTERIOR DISCONNECT 400 AMP REDUSED TO 200 AMP SO D TRANSFER SWITCH MANUAL 400AMP 6' x 16' • 16' ENCLOSURE FOR RECTIFIERS D2nJRPK0G1A2FRW2W 92255PK0GTA2LW2-350 - Ell E12 E13 1 48023.11 GENERATOR RECEPTACLE, 200 AMP, APPLETON kJ -A E14 1 48023.13 LEVITON O.P.S. SURGE SUPPRESSER 42120-001 E15 2 46007.46 BARD 6 TON A/C W/ECON. 230V IPH DESERT BROWN VA701-AO5E5XXxJ E16 1 46007.49 BARD MSTR. CNTRL.(LEAD/LAG.STAT ALARM) MC94AE Ell E18 I 48030.02 HUBBLE LIGHT EXTERIOR SAFETY VW 301 E19 1 48015.50 LIGHT BULB INCANDESCENT 100 WATT IOOA-/S-120V E20 1 46030.10 PHOTO CELL. INTERMATIC K4221 E21 1 f 48016.59 EMERGENCY LIGHT 2 HEAD, LITHONIA ELM E22 E23 16 48015.04 4' FLORESCENT LIGHT BULB F40CWRS E24 8 48015.01 LIGHT FIXTURE FLUORESCENT 48'. METALUX V240A-I20V-LE E25 E26 1 48024.92 HARGER GROUND BAR - 1/4' x 4' x 20' LG.. TIN HDTG6114420PO E27 1 48024.90 HARGER ARRESTOR BRACKET 16 PORT, TINNED TLABKTATTI6P E29 I 48023.17 MICROFLECT WAVE GUIDE 4' 16 PORT g1447 E29 1 48026.09 GROUND BAR 1/4• x 4' x 10'. TIN 5 LUG TG BI 14410P0 E30 1 48024.91 GROUND BAR 1/4' x 4• x 10'. TIN a LUG TG BI I4410C E31 I D.C. GROUNDING HALO _ E32 1 O.C. 2 HOLE CRIMPING FITTING FOR 6' WIRE - E33 E34 2 48023,21 DUAL IONIZATION DETECTOR 120 V FIREX 90406 E35 2 48023.22 RELY FIREX 120 V #0499 E36 E37 1 O.C. POWER FAILURE ALARM _ , E38 I 4BO27.43 SWITCH MAGNETIC 461 E39 1 1 O.C. TECH.: Ott SITE KEYED SWITCH Y201.32C203NO E40 E41 E42 I 5 O.C. HUBBELL 120V 20 AMP QUAD. RECP. _ 1 48023.57 LE`:ITON TERMINAL STRIP 50 POINT W/SNAP ON CO".ER 4006E-M50 E45i 2 j O.C. 120':' ',PDT IS ;,MP SWITCH _ E46 i I O.C. DUPLE. RECEPTACLE (OUT DGOR> 20 AMP. GFI - -SEE BOM ** B01-I;C 1P 1HE AppRp N � $UB�pT� R AREtHE C1.11D\S RE 1RERR1 G"/ GE CCU (� p ZHE CHpH J cus �/��� C ADDED ITEr4 49 OPTION kAA / ` `` B CHANGED DESCRIPTION REV. DESCRIPTION ACAD 9:XPTB52260C I PLOT SCALE:1=1 cl(v 02-18-00IASSEMBLf AC 02-IS-DO ATE TITLE BY D BY: AC DATE: 02-14-00 PRECISION QUINCY CORP. 1625 V. LAXE SHORE DR.. WOODSTOCK. IL 60098 PHONE: 815 339-2675. FAX: 815 339-2360 S T A -1\,rDARD i YPT SHELTER I2 X 26' TYPE- 'B" (kION-FRP BILL OF 11r"TERTAL (�_0 �h1P) ALE: ORDER p: - DWG 4: SHEET f�❑NE XPT-B-52-26-0 IOFI Page is too large to OCR.