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Home My WebLink AboutWTR2703184.2WTR - 27 - 3184 AT&T WIRELESS ANTENNA INSTALLATION AT WEST HILL RESERVOIR Page 02 of I I 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE 2. 3. 4. 5. 6. 7. 8. 9. 10. 11, 12 13 14 CONDUIT ROUTINGS ARE SCHEMATIC. SUBCONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED. THE SUBCONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC (CADWELD) CONNECTIONS. SERVICE TO EQUIPMENT CABINETS SHALL BE 120/240 VAC, 200 AMP, 1-PHASE. WIRE SIZE 4/0 THHN COPPER AWG. ALL GROUND CONNECTIONS BELOW GRADE SHALL BE EXOTHERMIC (CADWELD). ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR & EXTERIOR) SHALL BE FORMED USING HIGH PRESS CRIMPS. ALL EXOTHERMIC CONNECTIONS TO THE GROUND RODS SHALL START AT THE TOP & HAVE A VERTICAL SEPARATION OF 6- FOR EVERY ADDITIONAL CONNECTION. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL ALL EXTERIOR GROUND CONDUCTORS SHALL BE 12 AWG SOLID TINNED COPPER UNLESS OTHERWISE INDICATED. GROUND RODS SHALL BE COPPER CLAD STEEL, 5/8"0 10-FT. LONG, AND SHALL BE DRIVEN VERTICALLY WITH THEIR TOPS 24" BELOW FINAL GRADE OR 6" BELOW FROST LINE FOR MAXIMUM DEPTH. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR SIACKED. BACK TO BACK CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BUS ARE PERMITTED. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL Bl AVOIDED WREN 45' BENDS CAN HI ADEQUATELY SUPPORTED. MAXIMUM RESISTANCE 01 1111 COMIIILJIO GROUND SYSTEM S14AI.I NOT I XCLED 5 OHMS. TCSTING SIIAI I III PI RI ORMI D IN ACCORDANCI' W1111 PROJI CT SPECIFICATION FOR FACII IlY GROUNDING, USING f ALL 01 VOIFNIIAI Mfll40D ELECTRICAL NOTES I I. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 2, ALL EXISTING ACTIVE SEWER, WATER, GAS. ELECTRIC. AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. SUBCONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING & EXCAVATION. 3. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND PROJECT SPECIFICATIONS. 4. IF NECESSARY. RUBBISH, STUMPS. DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 5. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE BTS EQUIPMENT AND TOWER AREAS. 6. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. 7. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. 8. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF ENGINEERING, OWNER AND/OR LOCAL UTILITIES. 9. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE AND STABILIZED TO PREVENT EROSION AS SPECIFIED IN THE PROJECT SPECIFICATIONS. CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL. SITE WORK 1- ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301. ACI 318. ACI 336. ASTM A184, ASTM A185 AND THE PROJECT SPECIFICATIONS. 2-ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS NOTED OTHERWISE. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615. GRADE 60. DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES SHALL BE CLASS "B' AND ALL HOOKS SHALL BE STANDARD, UNO. 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH ........ 3 IN. CONCRETE EXPOSED TO EARTH OR WEATHER: �6 AND LARGER ..........................2 IN. 5 AND SMALLER & WWF......... 1 1,12 IN. CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR N01 CAST AGAINST THE GROUND: SLAB AND WALL ........................3/4 IN. BEAMS AND COLUMNS..............1 1/2 IN. 5. A CHAMFER 3/4" SMALL BE PROVIDED AT ALL EXPOSED EDGES Of CONCRETE, UNO, IN ACCORDANCE WITH ACI 301 SECTION 4.2.4 6 INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL HE PER MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURL. THE ANCHOR BOLT, DOWEL OR RCD SHALL CONFORM TO MANUTACIUNI_R'S RECOMMENDATION FUR EMBEDMENT DEPTH OR AS S1401I ON III( DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR I-NGINLI RINI APPROVAL WHEN FiI?IILING HOLES IN CONCRETE. LXPANSION U0111. SILALL OE PROVIDED BY RAMSET/REDHEAD OR APPROVED EQUAL CONCRETE NOTES .._.L J . __.. ... ..._ 1111 11)1 11/IMA I1t IN l lIN 1 AIN) I) IN 1141__-I I of _ (:l)N`: I at I(, III 1N I)11t lIR1f "I•. 1• PHI I'Itll 1ARY IiY NA711RF ANTIISF DISCIt1SL/RF 0111117 11/AN 11 fAl Wl al'11 IrlIntl 1. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE. 2. THE PROPOSED FACILITY IS UNMANNED AND IS NOT FOR HUMAN HABITAT. (NO HANDICAP ACCESS IS REQUIRED). 3. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 11MES PER MONTH, BY AT&T TECHNICIANS. 4. NO NOISE. SMOKE. DUST OR ODOR WILL RESULT FROM THIS PROPOSAL. 5. OUTDOOR STORAGE AND SOLID WASTE CONTAINERS ARE NOT PROPOSED. 6. ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 7. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED BY THE CONSTRUCTION OPERATION. 8. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTION REQUIRED FOR CONSTRUCTION. 9. SUBCONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS. 10. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND DRAWINGS PROVIDED BY THE SITE OWNER. SUBCONTRACTOR SHALL NOTIFY BECHTEL OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. 11. NO WHITE STROBIC LIGHTS ARE PERMITTED, LIGHTING, IF REQUIRED, WILL MEET FAA STANDARDS AND REQUIREMENTS. 12. SUBCONTRACTOR SHALL CALL UTILITIES NOTIFICATION CENTER WASHINGTON FOR UNDERGROUND UTILITY MARKOUT PRIOR TO CONSTRUCTION. 1-800-424-5555_ 1. ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND IN ACCORDANCE WITH ASTM A36 UNLESS OTHERWISE NOTED. 2. ALL WELDING SHALL BE PERFORMED LOSING E70XX ELECTRODES AND WELDING SWILL CONFORM TO AISC AND AWS D1.1. WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC 'MANUAL OF STEEL CONSTRUCTION". PAINTED SURFACES SHALL BE TOUCHED UP. 3- BOLTED CONNECTIONS SHALL BE ASTM A325 BEARING TYPE (3/4"0) CONNECTIONS AND SHALL HAVE MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. 4. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DOA. ASTM A 307 BOLTS UNLESS NOTED OTHERWISE. 5.INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EL48EDUENT DEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR ENGINEERING APPROVAL WHEN DRILLING HOLES IN CONCRETE. SPECIAL INSPECTIONS. REQUIRED BY GOVERNING CODES. SHALL BE PERFORMED IN ORDER TO MAINTAIN MANUFACTURER'S MAXIMUM ALLOWABLE LOADS. STRUCTURAL STEEL NOTES -f 301 ALL MATERIAL SHALL Of FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE APPLICABLE SECTIONS OF SPECIFICATION NUMBER 14445-801-3PS-A00Z-G0001, "TECHNICAL SPECIFICATION FOR CONSTRUCTION Of GSM/GPRS WIRELESS SITES", AND 24445-801-3PS-EGOO-G0001, `1CCHNICAI. SPECIIICAIION TOR IACIIL`v GROUNDING". IN CASE Of A CONFLICI BETWEEN II4L CONSIRUCIION SPLCIFICAPONS AND THE DRAWINGS. THE DRAWINGS SHAI I GOVI RN -- TECHNICAL SPECIFICATIONS NOTE - 302 00-01 Ill Alh 1 WIRFI 1-SS SE."VI('F_`,. IN(- SI ItVlt'I. !-. IS %If?It: l I" I'M 11111411f 11 AT&T AT&T WIRELESS SERVICES. L.L.C. 617 EASTLAKE AVENUE E. SEATTLE. WA 99109 F LEC�MVICES, 113 IwA4w �nw M, /r] rw..: awl w-fleo r..: clwl wa-atu c (/O co Y t L�1 z t>c 3 CV C ti =`r O a H y DATE: 6/14/02 DRAWN BY: KM CHECKED BY: DN REVISIONS REV. DATE DESCRIPTION LVIIEII - V ISSUED FOR LEASE EXHIBIT TJS A �� ISSUED FOR REVIEW Km 0 7��97 ISSUED FOR CONSTRUCTION TJS RENTON WATER TANK 961SO3119B SG17 12603 82ND AVE S RENTON. WA. 98187 SHEET TITLE G01 GFMR111 NO11S suB.109 CLUSIER SnT SIQ.if 961 503 1198 GO) RE VISION 0 Ilan-s7- P18ec *4Q s &v-?/80o2 SCANNE0 OCT 01 lx6o