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HomeMy WebLinkAboutBLD07-008 (2)VICINITY MAP PROJECT CONSULTANTS: SPRINT / NEXTEL 7 E m 22125 17TH AVE AVE SE r 1vR '?8th St I Hal ins BOTHELL, WA 98021 CONSTRUCTION TYPE: TELECOMMUNICATIONS PHONE: (425) 398-5556 I i1 �l II QI I) I �lShland t-©qP t i i l� H i� i j P°�tu; t 112516 St -- ' CITY OF PORT TOWNSEND I CONTACT: BOB LECROIX �I,!i•E LOCATIO. .� 1d CORNERSTONE ENGINEERING INC 14201 NE 200th ST SUITE 200 AREA OF PARCEL: WOODINVILLE, WA 98072 5.26 ACRES OFFICE: (425) 487-1732 It Qlh 51 I •�- -- - ..'-i Vlof4no Aire ... GENERAL INFORMATION: BOTHELL, WA 98011 1 St 2. TRAFFIC IS UNAFFECTED. 3. NO SIGNAGE IS PROPOSED. 4. NO ADDITIONAL IMPERVIOUS AREA IS PROPOSED. PROJECT DESCRIPTION: THIS PROPOSAL IS FOR THE MODIFICATION OF AN EXISTING UNMANNED TELECOMMUNICATIONS FACILITY, CONSISTING OF ADDING (6) COAX RUNS AND (3) PANEL ANTENNAS (1 PER SECTOR) AT 143'-0" LEVEL OF AN EXISTING 157'-2" STEEL MONOPOLE 1 1 I DRIVING DIRECTIONS START AT 10545 WILLOWS RD NE, REDMOND GO NORTH ON WILLOWS ROAD TO NE 124TH. BEAR LEFT ON SLATER AVE NE. TURN RIGHT ON NE 116TH ST. TURN LEFT ONTO 1-405. TAKE THE SEATTLE LEFT EXIT ONTO 1-5. TAKE EXIT #132 ONTO WA -16 TOWARD GIG HARBOR/BREMERTON. CONTINUE ON STATE HIGHWAY 3 W. CONTINUE ON WA -3. TURN LEFT ON WA -104. TURN RIGHT TOWARD CENTER RD. TURN LEFT ON CENTER RD. TURN LEFT ON RHODY DR(WA-191. CONTINUE TO FOLLOW WA -19. CONTINUE ON STATE ROUTE 20(WA-201. TURN LEFT ON SHERIDAN ST. TURN LEFT ON HASTINGS AVE. TURN LEFT ON HOWARD ST. BEAR RIGHT ON 20TH ST. ARRIVE AT 2911 20TH ST, PORT TOWNSEND, ON THE LEFT. APPROVAL / SIGN OFF APPROVED BY: DATE SIGNATURE SITE ACQUISITION ZONING R.F CONSTRUCTION MANAGER PROJECT MANAGER REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED Sprint Together with NEXTEL IRONDALE SE72XCO20-A WA0512 2911 20TH ST PORT TOWNSEND, WA 98368 JEFFERSON COUNTY PROJECT INFORMATION APPLICANT/LESSEE: PROJECT CONSULTANTS: SPRINT / NEXTEL RADIAN 10545 WILLOWS ROAD NE 22125 17TH AVE AVE SE SUITE 100 SUITE 117 REDMOND, WA98052 BOTHELL, WA 98021 CONSTRUCTION TYPE: TELECOMMUNICATIONS PHONE: (425) 398-5556 OCCUPANCY: UNOCCUPIED FAX: (425) 398-2566 JURISDICTION: CITY OF PORT TOWNSEND W W W.RADIANCORP.COM PROPOSED BUILDING USE: UNMANNED TELECOMM. PROPERTY OWNER: QUIP ENT P Caj CITY OF PORT TOWNSEND SITE LOCATION: (BASED ON NAD 83) CONTACT: BOB LECROIX PROJECT ENGINEER: PHONE: (360) 379-5001 CORNERSTONE ENGINEERING INC 14201 NE 200th ST SUITE 200 AREA OF PARCEL: WOODINVILLE, WA 98072 5.26 ACRES OFFICE: (425) 487-1732 TOWER OWNER: CONTACT: MARK OLSON, P.E. T -MOBILE 1600 ± S.F. ENTIRE COMPOUND 19807 NORTH CREEK PKWY N GENERAL INFORMATION: BOTHELL, WA 98011 DE DRAWING INDEX SITE AQUISITION: DESCRIPTION CONTACT: ANDY HAMBRIGHT CODE INFORMATION: PHONE: (206) 356-7731 ZONING CLASSIFICATION: P/OS (B) ZONING AGENT: BUILDING CODE: 2003 IBC CONTACT: KRIS CONAXIS CONSTRUCTION TYPE: TELECOMMUNICATIONS PHONE: (206) 310-7732 OCCUPANCY: UNOCCUPIED A-3.1 JURISDICTION: CITY OF PORT TOWNSEND CONSTRUCTION MANAGER: PROPOSED BUILDING USE: UNMANNED TELECOMM. CONTACT: MATT NESS QUIP ENT P Caj PHONE: (425) 398-5556 SITE LOCATION: (BASED ON NAD 83) PARCEL NUMBER(S): LATITUDE: 48'06'48.82"N 001902004 LONGITUDE: 122'48'38.76"W TOP OF STRUCTURE: 157'-2" AGL AREA OF PARCEL: BASE OF STRUCTURE: 0'-0" AMSL (ASSUMED) 5.26 ACRES PROJECT AREA: 220 ± S.F. EQUIPMENT AREA NEW IMPERVIOUS AREA: 1600 ± S.F. ENTIRE COMPOUND 0 S.F. GENERAL INFORMATION: 1. PARKING REQUIREMENTS ARE UNCHANGED. 2. TRAFFIC IS UNAFFECTED. 3. NO SIGNAGE IS PROPOSED. 4. NO ADDITIONAL IMPERVIOUS AREA IS PROPOSED. PROJECT DESCRIPTION: THIS PROPOSAL IS FOR THE MODIFICATION OF AN EXISTING UNMANNED TELECOMMUNICATIONS FACILITY, CONSISTING OF ADDING (6) COAX RUNS AND (3) PANEL ANTENNAS (1 PER SECTOR) AT 143'-0" LEVEL OF AN EXISTING 157'-2" STEEL MONOPOLE DE DRAWING INDEX DWG. NO. DESCRIPTION T-1 TITLE SHEET G-1 GENERAL NOTES A-1 SITE PLAN A-2 EQUIPMENT LAYOUT & ENLARGED SITE PLAN A-3 WEST ELEVATION A-3.1 ANTENNA PLANS Al2/11/06 E I S FORMATION 4.1 QUIP ENT P Caj A-5 COAX CODING, ANTENNA SPEC AND SCHEDULE E-1 ELECTRICAL DETAILS LEGAL DESCRIPTION THE EAST HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 9, TOWNSHIP 30, NORTH, RANGE 1 WEST, W.M. \) Sprint Together with NEXTEL 11 10545 WILLOWS ROAD NE, SUITE 100 REDMOND, WA. 98052 11 ,,.RADIAN \\\_ 2212517th AVE AVE SE SUITE 117 BOTHELL, WA98021 WW W .RADIANCORP.COM PLANS PREPARED BY: CI r Nems-mNENo. 14201 NE 2001h STREET PHONE: 206.250.7306 WOODINVILLE, WA 96072 FAX: 425.964.0388 EMAIL: oei@mmsmt0n ngnmm 12 w W W.Cornerstone-engr.com r PROJECT INFO: L' ISSUED FOR: 11 CLIENT REVIEW r REV: = DATE: =DESCRIPTION:—BY:-CK:- DRAWN BY: CHK.: —APV.: AJB DRA MWO CURRENT ISSUE DATE: IF- 01-12-07 r LICENSURE: :DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. HE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. 95RAWING TITLE: TITLE SHEET :DRAWING NUMBER: T-1 CEI JOB NUMBER: 06-62005 1 01/12/07 REVIEW COMMENTS AJB MWO QO 12/14/06 ISSUE FOR 100% JRF MWO Al2/11/06 ISSUE FOR 95% AJB MWO lE 12/07/06 ISSUEFOR90% [7BMWO DRAWN BY: CHK.: —APV.: AJB DRA MWO CURRENT ISSUE DATE: IF- 01-12-07 r LICENSURE: :DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. HE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. 95RAWING TITLE: TITLE SHEET :DRAWING NUMBER: T-1 CEI JOB NUMBER: 06-62005 GENERAL NOTES: GEN' 4L NOTES CONTINUED: ABBREVIATIONS: 1 1. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, THIS SET OF DOCUMENTS IS INTENDED TO REVIEW COMMENTS BE USED FOR DIAGRAMMATIC PURPOSED ONLY, UNLESS NOTED OTHERWISE. THE GENERAL. CONTRACTOR'S SCOPE OF 21 • IF CONTRACTOR OR SUBCONTRACTOR FIND IT NECESSARY TO DEVIATE FROM ORIGINAL APPROVED PLANS, THEN IT IS THE OQ 12/14/06 ISSUE FOR 100% JRF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, LABOR AND ANY REQUIREMENTS DEEMED NECESSARY TO CONTRACTOR'S AND THE SUBCONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CONSULTANT WITH 4 COPIES OF THE AFF ABOVE FINISHED FLOOR JT JOINT COMPLETE INSTALLATION AS DESCRIBED IN THE DRAWINGS AND OWNER'S PROJECT MANUAL. PROPOSED CHANGES FOR HIS APPROVAL BEFORE PROCEEDING WITH THE WORK. IN ADDITION THE CONTRACTORAND AFG ABOVE FINISHED GRADE LAM LAMINATED SUBCONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY APPROVALS FROM THE BUILDING AFS ABOVE FINISHED SLAB LF LINEAL FOOT 2. THE CONTRACTOR IS RESPONSIBLE FOR ALL DIMENSIONS AND STANDARDIZED DETAILS THAT REQUIRE MODIFICATIONS DUE AUTHORITIES FOR THE PROPOSED CHANGES BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR AND ALUM AB ALUMINUM ANCHOR BOLT MANUF MAX MANUFACTURER MAXIMUM TO ACTUAL FIELD CONDITIONS AND REQUIREMENTS MUST BE SUBMITTED TO AND APPROVED BY, SPRINT/ NEXTEL SUBCONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND APPROVALS FROM L ANGLE MECH MECHANICAL REPRESENTATIVE PRIOR TO START OF WORK. BUILDING AUTHORITIES DURING THE EXECUTION OF THE WORK. ARCH ARCHITECTURAL MH MANHOLE BTS BASE TRANSMISSION SYSTEM MM MILLIMETER 3. PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE TO FAMILIARIZE THEMSELVES WITH 22• CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A10BC WITHIN 75 BLDG BUILDING MIN MINIMUM ALL CONDITIONS AFFECTING THE PROPOSED PROJECT. CONTRACTORS SHALL VISIT THE CONSTRUCTION SITE WITH THE FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT AREA DURING CONSTRUCTION. BM BOT BEAM BOTTOM MISC MPH MISCELLANEOUS MILES PER HOUR CONSTRUCTION/CONTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRM THAT THE PROJECT WILL BE B.O. BOTTOM OF MTC METAL ACCOMPLISHED AS SHOWN. PRIOR TO PROCEEDING WITH CONSTRUCTION, ANY ERRORS, OMISSIONS, OR DISCREPANCIES . 23THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO AVOID DISTURBING NORMAL BOC BOTTOM OF CONCRETE NIC NOT IN CONTRACT SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER VERBALLY AND IN WRITING. BUSINESS. BOS BOTTOM OF STEEL NOM NOMINAL CJ CONTROL JOINT NTS NOT TO SCALE 4. THE ARCHITECTSIENGINEER HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION AND CONTRACT 24. SEAL ALL PENETRATIONS THROUGH FIRE -RATED AREAS WITH U.L. LISTED OR FIRE MARSHAL APPROVED MATERIALS AS 'i CENTERLINE OC ON CENTER DOCUMENTS THE COMPLETE SCOPE OF WORK. CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT APPLICABLE TO THIS FACILITY AND OR PROJECT SITE. CLG CLR CEILING CLEAR OD OH OUTSIDE DIAMETER OVERHEAD MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM 25. CONTRACTOR SHALL BE RESPONSIBLE FOR UTILITY LOCATES, SCHEDULING, COORDINATING SPECIAL AND BUILDING CMU CONCRETE MASONRY UNIT OPNG OPENING COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. THE BIDDER COL COLUMN OPP OPPOSITE SHALL BEAR RESPONSIBILITY OF NOTIFYING (IN WRITING) THE ARCHITECT/ENGINEER OF ANY CONFLICTS, ERROR, OR DEPARTMENT INSPECTIONS. CONC CONCRETE PCS PERSONAL COMMUNICATION SYSTEM OMISSIONS PRIOR TO SUBMISSION OF CONTRACTOR'S PROPOSAL. IN THE EVENT OF DISCREPANCIES THE CONTRACTOR CONST CONSTRUCTION R PLATE SHALL PRICE THE MORE EXTENSIVE WORK; UNLESS DIRECTED OTHERWISE. 26. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING AND UTILIZING ORIGINAL ROOFING CONTRACTOR AS REQUIRED TO CONT CONTINUOUS PR PAIR MAINTAIN ANY EXISTING ROOFING WARRANTY. CTR CENTER PSI POUNDS PER SQUARE INCH DIA/0 DIAMETER PSF POUNDS PER SQUARE FOOT 5. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONSTRUCTION PRIORTO 27. ROUTING OF ALL CONDUITS, CABLES, CABLE TRAYS ETC ARE INDICATED AS PROPOSED LOCATION ONLY. CONFIRM THE DTL DETAIL PT PRESSURE TREATED STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. (E) EXISTING RAD RADIUSEA EXACT LOCATION AND ROUTING WITH THE ONSITE SPRINT I NEXTEL CONSTRUCTION MANAGER PRIOR TO STARTING WORK. EACH RD ROOF DRAIN 6. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE CONTRACT DOCUMENTS. THE EJ EXPANSION JOINT REINF REINFORCED/REINFORCING CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, SITEWORK NOTES: ELEC ELECTRICIELECTRICAL REQ'D REQUIRED SAFETY, AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT.EL 1. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND STIPULATED IN THE SPECIFICATION PROJECT SUMMARY. EQ ELEVATION EQUAL RM RNV ROOM RIGHT OF WAY EW EACH WAY SE SCHEDULE 7. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MANUFACTURER 2• RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF CT SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. LEGALLY. EXT EXTERIOREXTERIORN SF SQUAREFOOT FD FLOOR DRAIN SIM SIMILAR 8. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL 3. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE PCS EQUIPMENT, TOWER AREAS, AND FIN FN FLR FINISH FNSH FLOOR SQ FT SS SQUARE FOOT STAINLESS STEEL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL ADJACENT BUILDINGS. FLR FLOOR STD STANDARD LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY FTG FOOTING STL STEEL COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. 4. NO FILL OR EMBANKMENT MATERIAL SHALL 8E PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT GA GAUGE STRUC STRUCTURAL BE PLACED IN ANY FILL OR EMBANKMENT. GALV GALVANIZED TEMP TEMPORARY 9. GENERAL CONTRACTOR SHALL PROVIDE, AT THE PROJECT SITE, A FULL SET OF CONSTRUCTION DOCUMENTS UPDATED GYP GYPSUM THK THICK WITH THE LATEST REVISIONS INVOLVED WITH THE PROJECT. THIS SET IS AVALID CONTRACT DOCUMENT ONLY IF THE TITLEGB 5. THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO THE CRUSHED STONE HM GYPSUM BOARD HOLLOW METAL T.O. TOS TOP OF TOP OF STEEL SHEET IS STAMPED IN RED INK "FOR CONSTRUCTION" AND EACH SUCCESSIVE SHEET BEARS THE ENGINEER'S SIGNED WET APPLICATION. HOR HORIZONTAL TOC TOP OF CONCRETE STAMP. HR HOUR TYP TYPICAL 6. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE HT HEIGHT LINO UNLESS NOTED OTHERWISE 10. ALL MATERIAL FURNISHED UNDER THIS CONTRACT SHALL BE NEW, UNLESS OTHERWISE NOTED. ALL WORK SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS HVAC HEATING VENTILATION AIR CONDITIONING VERT VERTICAL GUARANTEED AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP. THE CONTRACTOR SHALL REPAIR OR REPLACE AT HIS DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR PIER DRILLINGINSUL INSULATION W/ WITH EXPENSE ALL WORK THAT MAY DEVELOP DEFECTS IN MATERIALS OR WORKMANSHIP WITHIN SAID PERIOD OF TIME OR FOR AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. INT INTERIOR WWM WELDED WIRE MESH ONE YEAR AFTER THE FINAL ACCEPTANCE OF THE ENTIRE PROJECT, WHICHEVER IS GREATER. 7. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF LEGEND AND SYMBOLS: 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY CLEAN UP OF ALL TRADES AND REMOVE ALL DEBRIS FROM THE CLEAN THE THE WORK, SHALL BE REMOVED AND SHALL CAPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL CONSTRUCTION SITE. AT THE COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL THOROUGHLY NOT INTERFERE WITH THE EXECUTION OF THEE WORK, SUBJECT TO THE APPROVAL OF ENGINEERING. BUILDING, SITE, AND ANY OTHER SURROUNDING AREAS TO A BETTER THAN NEW CONDITION. 8. THE AREAS OF THE CUSTOMER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE BUILDING, DRIVEWAY OR 12. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION CRUSHED STONE, SHALL BE GRADED TO A UNIFORM SLOPE, FERTILIZED, SEEDED, AND COVERED WITH MULCH AS SPECIFIED AGAINST DAMAGE, BREAKAGE, COLLAPSE, ETC. ACCORDING TO APPLICABLE CODES, STANDARDS, AND GOOD IN THE SPECIFICATION LANDSCAPE WORK. CHAINLINK FENCE x x x CONSTRUCTION PRACTICES. CEDAR FENCE n e o CONCRETE NOTES: 13. THE CONTRACTOR SHALL MEET ALL OSHA REQUIREMENTS FORALL INSTALLATIONS. POWER P P P 14. T RA L DAMAGES T THE EXISTING CONSTRUCTION AND REPAIR ALL DAMAGES HE CONTRACTOR SHALL BE RESPONSIBLE FOR AL DAM G S 0 1 • ALL CONCRETE WORK SHALL 8E IN ACCORDANCE WITH THE ACI 301, ACI 318 AND THE SPECIFICATION CAST -IN-PLACE TELCO T r r TO BETTER THAN NEW CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE CONSULTANT OF ANY DAMAGE TO THE BUILDING SITE OR ANY ADJACENT STRUCTURES AROUND THE PROJECT. THE ATE REPRESENTATIVE SHALL BE SOLE AND CONCRETE. POWER/TELCO - Tip -TIP TIP - TIP - FINAL JUDGE AS TO THE QUALITY OF THE REPAIRED CONSTRUCTION. ANY ADDITIONAL MODIFICATIONS WHICH MUST BE 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS UNLESS NOTED OTHERWISE. COAX - COAX COAX COAX - MADE SHALL BE MADE AT THE CONTRACTOR'S EXPENSE. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE OVERHEAD POWER OH - OH OH - OH 15. WHERE NEW PAVING, CONCRETE SIDEWALKS OR PATHS MEET EXISTING CONSTRUCTION, THE CONTRACTOR SHALL MATCH FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES CLASS "B" AND THE EXISTING PITCH, GRADE, AND ELEVATION SO THE ENTIRE STRUCTURE SHALL HAVE A SMOOTH TRANSITION. ALL HOOKS SHALL BE STANDARD UNO. CENTERLINE 16. THE CONTRACTOR SHALL MODIFY THE EXISTING FLOORS, WALL, CEILING, OR OTHER CONSTRUCTION AS REQUIRED TO GAIN 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ACCESS TO AREAS FOR ALL MECHANICAL, PLUMBING, ELECTRICAL, OR STRUCTURAL MODIFICATIONS. WHERE THE ON DRAWINGS: CONCRETE CAST AGAINST EARTHIN. EXISTING CONSTRUCTION DOORS, PARTITIONS, CEILING, ETC., ARE TO BE REMOVED, MODIFIED, OR REARRANGED OR ........3 WHERE THE EXPOSED OR HIDDEN MECHANICAL, ELECTRICAL, SYSTEMS ARE ADDED OR MODIFIED, THE GENERAL CONCRETE EXPOSED TO EARTH OR WEATHER: REVISION BUG Q CONTRACTOR SHALL REPAIR, PATCH AND MATCH ALL EXISTING CONSTRUCTION AND FINISHES OF ALL FLOORS WALLS AND #6 AND LARGER ..........................2 IN. CEILINGS. WHERE CONCRETE MASONRY CONSTRUCTION IS MODIFIED, THE CONTRACTOR SHALL TOOTH IN ALL NEW #5 AND SMALLER & WWF .........11/2 IN. CONSTRUCTION TO MATCH THE EXISTING BOND. WHERE CONCRETE CONSTRUCTION IS MODIFIED, THE CONTRACTOR SHALL DETAIL NUMBER VERIFY THE EXACT DETAILS TO BE USED FOR CONSTRUCTION. ALL WORK SHALL BE COVERED UNDER THE GENERAL 5. CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: CONTRACT. SLAB AND WALL ........................3/41N. ELEVATION VIEW BUG BEAMS AND COLUMNS .............A 1/2 IN. 17. TOWER FOUNDATION STRUCTURAL STEEL TO BE GROUNDED PRIOR TO CONCRETE POUR. TOWER FOUNDATION 6. A 112" TROWELED RADIUS SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE HOLES TO RECEIVE SHEET NUMBER STRUCTURAL STEEL TO BE CONNECTED TO PERMANENT GROUND ROD PRIOR TO TOWER ERECTION, TOWER GROUND MUST EXPANSIONNVEDGEAN0HORS SHALL BE 118" LARGER IN DIAMETER THAN THE ANCHOR BOLT, DOWEL OR ROD AND SHALL BE MAINTAINED AT ALL TIMES. CONFORM TO MFR RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. AVOID CUTTING EXISTING ELEVATION ATOP OF ... REBAR WHEN DRILLING HOLES IN THE ELEVATED SLAB. QEEL OO°_0" 18. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR APPLYING FOR COMMERCIAL POWER IMMEDIATELY UPON AWARD OF CONTRACT. THE GENERAL CONTRACTOR IS REQUIRED TO KEEP ALL DOCUMENTATION ACKNOWLEDGING APPLICATION 7• INSTALLATION OF CONCRETE EXPANSIONNVEDGE ANCHOR, SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED FOR POWER WITH THE POWER COMPANY. PROCEDURES. DETAIL BUG DETAIL NUMBER 19. THE GENERAL CONTRACTOR SHALL OBTAIN WRITTEN CONFIRMATION OF THE EXPECTED DATE OF COMPLETION OF THE SHEET NUMBER POWER CONNECTION FROM THE POWER COMPANY. 8, FLOAT SURFACE SHALL BE A SMOOTH FINISH. SURFACE SHALL BE FREE OF ALL OBVIOUS DEPRESSIONS. SURFACE SHALL BE LEVEL TO WITHIN± 1°. SURFACE FLATNESS SHALL BE± 1/16"PER YARD. 20. IF THE POWER COMPANY IS UNABLE TO PROVIDE THE POWER CONNECTION BY SPRINT / NEXTEUS REQUIRED DATE, THE GENERAL CONTRACTOR SHALL PROVIDE AND MAINTAIN A TEMPORARY GENERATOR UNTIL THE POWER COMPANY SECTION BUG CONNECTION IS COMPLETED. COSTS ASSOCIATED WITH THE TEMPORARY GENERATOR TO BE APPROVED BYTHE SPRINT I NEXTEL REPRESENTATIVE. DETAIL NUMBER SHEET NUMBER tooSprint Together with NEXTEL 11 10545 WILLOWS ROAD NE, SUITE 100 REDMOND, WA. 98052 11 RADIAN 2212517th AVE AVE SE SUITE 117 BOTHELL, WA 98021 W W W.RADIANCORP.COM PLANS PREPARED BY: IN E�@ 14201 NE 200th STREET PHONE: 206.250.7306 WOODINVILLE, WA 98072 FAX: 425.984.0388 EMAIL: r I@wmemtone-engr. www.cornerstone-engr.com r PROJECT INFO: t' ISSUED FOR: [F7CLIENT REVIEW DATE: = :DRAWN BY: CHK.: -APV.: AJB DRA I MWO CURRENT ISSUE DATE:- CI tcGnlcuRG• 01-12-07 EXPIRES 02115/08 .URFIVYIIYV IIVrVR1V1f111VIY. DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. :DRAWING TITLE: GENERAL NOTES :DRAWING NUMBER: G-1 CEI JOB NUMBER: 06-62005 1 01/12/07 REVIEW COMMENTS AJB MWO OQ 12/14/06 ISSUE FOR 100% JRF MWO 0 12/11/06 ISSUE FOR 95% AJB MWO A 12/07/06 ISSUE FOR 90% AJB MWO :DRAWN BY: CHK.: -APV.: AJB DRA I MWO CURRENT ISSUE DATE:- CI tcGnlcuRG• 01-12-07 EXPIRES 02115/08 .URFIVYIIYV IIVrVR1V1f111VIY. DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. :DRAWING TITLE: GENERAL NOTES :DRAWING NUMBER: G-1 CEI JOB NUMBER: 06-62005 "E: PLAN INFORMATION IS BASED ON THE PLOT MAP PROVIDED TO CEI BY SPRINT/NEXTEL. THIS DRAWING DOES NOT REPRESENT A LAND SURVEY. ALL DIMENSIONS, PROPERTY LINES AND SURFACE FEATURES ARE APPROXIMATE. SITE ACCESS ADJACENT ZONING: P/OS (B) I No I � I TL# 00191001 A m m I I I TL#11044008 t 353'-6" t 307'-2" TL# 00191002 A I (E) TREES TO REMAIN (ER�TAMOBILE EQUIPMENT (E)TELCO PEDESTAL I (E) 4'-0" WIDE C.L. GATE I (E) CINGULAR PAD — (E) TRANSFORMER (E) CHAIN LINK FENCE 1 W/ BARBED WIRE N 02° 05' 16" E 660.71' x— —x— x— —x— — — — — ao f \\\\OWN N rFJ VEGET `. 9Tj — (E) BUILDING TL# 11043027 I °N r -- f (E) 157'-2" HIGH MONOPOLE I I (E) WATER ADJACENT ZONING: R -II (E) 15'-0" GRAVEL TANK A-2 ADJACENT ZONING: R-11 I ACCESS DRIVEWAY IM IM I w � c IN M 1.0 (E) (E) WATER o TO 00 I0) z TANK I� I I I I I I - I I I I I — — — — S 02° 05'51 W 660.42' I ADJACENT ZONING: P/OS (B) I I PLAN NORTH SITE PLAN 22x34 SCALE: 1" = 40'-0" 11x17 SCALE: 1" = 80'-0" Sprint* ,M Together with NEXTEL 10545 WILLOWS ROAD NE, SUITE 100 REDMOND, WA. 98052 RAD IAN 2212517th AVE AVE SE SUITE 117 BOTHELL, WA 98021 WWW.RADIANCORP.COM PLANS PREPARED BY: � e�vaN���-lratv�N� 14201 NE 2001h STREET PHONE: 206.250.7306 WOODINVILLE,WA98072 FAX: 425.984.0388 EMAIL: cei@comerstoneengr.00m W W W.Cornerstone-engr.com r PROJECT INFO: L ISSUED FOR: t r 11 CLIENT REVIEW r. REV: = DATE: =DESCRIPTION. =BY.- CK. DRAWN BY: CHK.: —APV.: t IF AJB DRA MWS�_j Fi- CURRENT ISSUE DATE: 01-12-07 LICENSURE: :DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. :DRAWING TITLE: SITE PLAN :DRAWING NUMBER: A-1 CEI JOB NUMBER: 06-62005 1 01/12/07 REVIEW COMMENTS qJB MWO OQ 12/14/06 ISSUE FOR 100% JRF MWO 0 12/11/06 ISSUE FOR 95% AJB MWO Al12/07/06 ISSUE FOR 90% AJB MWO DRAWN BY: CHK.: —APV.: t IF AJB DRA MWS�_j Fi- CURRENT ISSUE DATE: 01-12-07 LICENSURE: :DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. :DRAWING TITLE: SITE PLAN :DRAWING NUMBER: A-1 CEI JOB NUMBER: 06-62005 (E) 200 AMP MANUAL TRANSFER SWITCH 5--4- EQUIPMENT ROOM LAYOUT PLAN 22x34 SCALE: 3/4"= V-0" I 11x17 SCALE: 3/8" = 1'-0" RIDGE =GUIDE ENTRY PORT ED AND (3) OPEN PLAN NORTH 1 rE: ALL DIMENSIONAL INFORMATION ON THESE PLANS AND ELEVATIONS WERE TAKEN FROM RECORD DRAWING'S PROVIDED TO CEI BY SPRINT/NEXTEL. CEI HAS NOT FIELD VERIFIED EXISTING DIMENSIONS OR ELEVATIONS. (E) CHAIN LINK FENCE W/ _ _ _ _ _ _ _ _ _ jL ARBED WIRE XX X X o X ox X X ox d Is PROPOSED RR65-18-00DPL2 (E) 157'-2" HIGH STEEL ANTENNA (TYP 1 PER SECTOR) MONOPOLE (E) TELCO PEDESTAL (E) ICE BRIDGE CO (E) TREE TO REMAIN JET COAX SUPPORT (E) T -MOBILE C,F� ❑ 1�1H-FRAME, SEE A4 EQUIPMENT PAD (E) ICE BRIDGE -\ (E) CINGULAR EQUIPMENT PAD 2' 1" (E) UTILITY to H-FRAME to 0 le • (E)SPRINT/ NEXTEL CABINET • o rn (E) ICE BRIDGE W/ (9) 1-1/4" COAX (E) & (6) 1-5/8" COAX (N) • 6'x5' CONCRETE SLAB EXTENSION, (E) BOLLARD, TYP • SEE 2 6'-0" 2'-5" A 4 7'-7" 9'-0" 8'-5" (E) STORM DRAIN �(E) BOLLARD, TYP ENLARGED SITE PLAN 22x34 SCALE: 1/4" = V-0" 111x17 SCALE: 1/8" = T-0" (E) 15' WIDE GRAVEL ROAD PLAN NORTH PIA \") Sprint � Together with NEXTEL 11 10545 WILLOWS ROAD NE, SUITE 100 REDMOND, WA. 98052 I 1 iii `N' RADIAN 2212517th AVE AVE SE SUITE 117 BOTHELL, WA 95021 WW W .RADIANCORP.COM PLANS PREPARED BY: 14201 NE 200th STREET PHONE: 206.250.7306 WOODINVILLE, WA98072 FAX: 425.984.0388 EMAIL: cei@mmemtoneergnmm www.cornerstone-engr.com r PROJECT INFO: L ISSUED FOR: 1 11REV: CLIENT REVIEW r = DATE: =DESCRIPTION.=BY:-CK::: DRAWN BY: CHK.: -APV.: AJB DRA MWO CURRENISSUE DATE: II 01-12-07 LICENSURE: :DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. :DRAWING TITLE: EQUIPMENT LAYOUT ENLARGED SITE PLAN :DRAWING NUMBER: A-2 CEI JOB NUMBER: 06-62005 1 01/12/07 REVIEWCOMMENTS AJB MWO QO 12/14/06 ISSUE FOR 100 % JRF MWO Al2/11/06 ISSUE FOR 95% AJB MWO A 12/07/06 ISSUE FOR 90% AJB MWO DRAWN BY: CHK.: -APV.: AJB DRA MWO CURRENISSUE DATE: II 01-12-07 LICENSURE: :DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. :DRAWING TITLE: EQUIPMENT LAYOUT ENLARGED SITE PLAN :DRAWING NUMBER: A-2 CEI JOB NUMBER: 06-62005 COAX LENGTH SCHEDU� SECTOR LENGTH COAX DIAMETER SECTOR 1 170' (2) NEW 1 5/8" SECTOR2 17p (2) NEW SECTOR 3 170' (2) NEW 1 5/8" ISSUE FOR 95% AJB MWO DIAMETER NUMBER (E) T -MOBILE PLACEMENT EXISTING COAX ANTENNA ARRAY (E) T -MOBILE TOP OF (E) MONOPOLE 1 1/4" (9) OUTSIDE OF INTERCONNECT ELI TOWER ANTENNA PROPOSED RAD CENTER OF SPRINT/ NEXTEL ANTENNA --------EL 74'7 COAX SCHEDULE PROPOSEDRR65-18-0ODPL2 PANEL ANTENNA (TYP 1 22x34 SCALE: NTS 11x17 SCALE: NTS PER SECTOR), SEE 3 1 A-4 A-4 (E) CINGULAR WIRELESS ANTENNA ARRAY (E) CINGULAR WIRELESS INTERCONNECT ANTENNA PROPOSED (6) 1 5/8" COAX RUN ON OUTSIDE OF MONOPOLE (E) 157'-2" MONOPOLE (E) 9'-0" HIGH x 18" WIDE ICE BRIDGE W/ (9) (E) 1 1/4" & (6) NEW 1 5/8" COAX COAX SUPPORT H -FRAME, SEE 1 (E) SPRINT / NEXTEL TELCO CABINET LUCENT OUTDOOR MODCELL 4.0 "B" CABINET (E) CINGULAR (E) BOLLARD, TYP. (E) CHAINLINK WIRELESS FENCE EQUIPMENT (E) T -MOBILE EQUIPMENT FIN GRADEAlk AM L -A&M Ly OEM EL 0'-0" t (ASSUMED) AMSL 6'x5' CONCRETE SLAB EXTENSION, SEE WEST ELEVATION 22x34 SCALE: 3/32" = 1'-0" 11x17 SCALE: 3/64"= 1'-0" Sprint TM Together with NEXTEL 10545 WILLOWS ROAD NE, SUITE 100 1518" SECTOR 3 170' (2) NEW 1 5/8" ISSUE FOR 95% AJB MWO DIAMETER NUMBER ISSUE FOR 90% PLACEMENT MWO REDMOND, WA. 98052 RADIAN 2212517th AVE AVE SE SUITE 117 BOTHELL, WA 98021 W W W,RAD WNCORP.COM PLANS PREPARED BY: .r 14201 NE 2001h STREET PHONE: 206.250.7306 WOODINVILLE, WA 98072 FAX: 425.984.0388 EMAIL: cei@cornerstone-engr.com www.com erstone-engr.com r PROJECT INFO: ISSUED FOR: I CCLIENT REVIEW r REV:= DATE: =DESCRIPTION:—BY:-CK: 1 01/12/07 REVIEW AJB MWO COMMENTS Al2/14/06 t DRAWN BY: CHK.: —APV.: AJB DRA MWO CURRENT ISSUE DATE: 01-12-07 C LICENSURE: E� W. C< s EXPIRES 02/15/08 DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE, ISSUE FOR 100% JRF MWO 0 12/11/06 ISSUE FOR 95% AJB MWO A 12/07/06 ISSUE FOR 90% AJB MWO ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLE: WEST ELEVATION DRAWING NUMBER: A-3 CEI JOB NUMBER: 06-62005 ANTENNA COUNT REV: = DATE: =DESCRIPTION:—BY:-CK: ANTENNA COUNT TOTAL: 12 01/12/07 NOM TOTAL: 10 MWO QO 12/14/06 ISSUE FOR 100% EXISTING: 9REMAIN: MWO CONTRACTOR IS TO REUSE (E) 9 ISSUE FOR 95% AJB MWO A NEW: 3 ISSUE FOR 90% ANTENNA MOUNTING HARDWARE REPLACE: 0 DRAWN BY: CHK.: —APV.: IFAJB DRA MWO CURRENT ISSUE DATE: 01-12-07 C LICENSURE: TO BE RELOCATED SECTOR 3 RELOCATED ANTENNA GAMMA OO Oo O O ALPHA RELOCATED AN ANTENNA OO O O 0 O O 0 0 TO BE RELOCATED O �1MOZN��o SECTORI PROPOSED EMS RR65-18-OODPL2 SECTOR 2 iy o ANTENNA, TYP OF 3 (1 EACH SECTOR) TO BE RELOCATED BETA RELOCATED 0 ANTENNA ANTENNA PLAN - PROPOSED @ 143'-0" 2 ANTENNA PLAN - EXISTING @ 143'-0" 22x34 SCALE: NTS _Tl 1x17 SCALE: NTS 2204 SCALE: NTS 11x17 SCALE: NTS Sprint' ,r Together with NEXTEL 10545 WILLOWS ROAD NE, SUITE 100 REDMOND. WA. 98052 RADIAN 2212517th AVE AVE SE SUITE 117 BOTHELL, WASM21 WWW.RADIANCORP.COM PLANS PREPARED BY: 14201 NE 200th STREET PHONE: 206.250.7308 WOODINVILLE, WA 98072 FAX: 425.984.0388 EMAIL: cei@comemtone-erg,mm www.cornerstone-engr.com ;=PROJECT INFO: �- ISSUED FOR: 11 CLIENT REVIEW REV: = DATE: =DESCRIPTION:—BY:-CK: 1 01/12/07 REVIEW COMMENTS AJB MWO QO 12/14/06 ISSUE FOR 100% JRF MWO Al2/11/06 ISSUE FOR 95% AJB MWO A 12/07/06 ISSUE FOR 90% DRAWN BY: CHK.: —APV.: IFAJB DRA MWO CURRENT ISSUE DATE: 01-12-07 C LICENSURE: —,. ;DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. ;DRAWING TITLE: ANTENNA PLANS ;DRAWING NUMBER: A-3.1 AJB MWO CEI JOB NUMBER: 06-62005 21/2"O O.D. 2 1/2" FLUSH MOUNT GALVANIZED PIPE STEEL PIPE FLANGE TOP OF CONCRETE 4-3/8"°HILTI-HAS EXP. ANCHORS W/4"MIN. EMBED. " �ipTmt Page 1 0£ 1 _ ,S`pdot RF Design Template Form 1 Date: 08•Nov-06 Site Latitude: 48.11356111 Site Name:WA0512 -Phase 1a- IrondaleSifa Longitudes-_` -122,89076666 ^ Site Number: SE72XCO20-A Site Address: 2911 20th St Part Townsend, Washington 98368 Switch SFA-REDMOND 2 ISSUE FOR 100% JRF MWO Al2/11/06 ISSUE FOR 95% AJB Information from RF Data Form: N12/07/06 % Pops Improved % dB Increase % Pops covered Inside Contour %Must Have Met EVA index Coll Site Equipment Type if Other, Explain ISSUEFOR90% ��d, - MWO �" ,�.. ,�, ,.� .. „_... .. �,_,-, � .-, If Repeater or DBS Repeater Manufacturer p A Re eater Model Number ofCarrterstoRepea ;' Donor Antenna Type Donor Antenna Azimuth DonorAntennaCentedine ft Donor Site Cascade (for Repeater) Donor Sector (Repeater) c. — Antenna Configuration Sector 1 Sector 2 Sector 3 Sector 4 Sector 5 Sector 6 C - Parapet Clearance (it) Rad Center (AGL) (fit) 143 143 143 EMS Antenna Manufacturer EMS, EMS Antenna Model Number RR65-18-00DPL2 RR65-1"ODPL2 RR65.18-00DPL2 Antenna Dimension Height (R) 6 6 6 ....—.,.. t _._._ Azimuth _ ---- .._ _.70.. __...__._ .__ .190 _ . _ . 310 Electrical Tilt 0 0 {) Mechanical Tilt 2 0 0 - -- Coax Length (ft) Coax Diameter (in) -- Number of Coax Runs to Order 2 2 2 Number of Antennas to Order 1 1 1 RF Site Design Notes Notes _=.N...� PIPE FLANGE DETAIL 4 RF INFORMATION 22x34 SCALE: 3"=V -W 11x17 SCALE: 1 1/2"=1'-0" 22x34 SCALE: NTS 111x17 SCALE: NTS SCREW ON PIPE CAP 2 1/2"0 STANDARD WEIGHT PIPE UINISTRUT (SPACE AS EQUIPMENT REQUIRES) PIPE FLANGE SEE � \ a / j \j �\ #5 REBAR @18" EW (MIN 3 BARS LONGITUDINAL) (E) CONCRETE SLAB 8" THICK CONCRETE SLAB TOP OF CONCRETE TO MATCH EXISTING SLAB 6„ #5 REBAR @18"o.C. SET IN HILTI HY-150 1-1/2" CLR EPDXY GROUT N q --- /\�/\\/\ a Q, Q d� // //. \\/\\//\� \ 6" CRUSHED AGGREGATE \�\� j�\\ DRY T WT P PACO 9 ASTM D1557. COMPACTED SUBGRADE ANTENNA 2 3/8" OD GALV PIPE MAST ° ANTENNA MOUNT DETAIL 7o FRONT TO) BACK SIDE EMS RR6518 XXDPL2 COAX H -FRAME DETAIL CONCRETE SLAB EXTENSION DETAIL 2 ANTENNA MOUNTING DETAIL 3 22x34 SCALE: 3/4"=1'-0" 11x17 SCALE: 3/8"=1-- 1 22x34 SCALE: 1"=1'-0" 111x17 SCALE: 1/2"=1'-0" 22x34 SCALE: 1/2"= V-0" 11x17 SCALE: 1/4'= V-0" N1 Sprint' Together with NEXTEL 10545 WILLOWS ROAD NE, SUITE 100 REDMOND, WA.98052 RADIAN 2212517th AVE AVE SE SUITE 117 BOTHELL, WA 98021 W W W.RADLANCORP.COM PLANS PREPARED BY: 14201 NE 200th STREET PHONE: 206.250.7306 WOODINVILLE, WA 98072 FAX: 425.984.0386 EMAIL: cei@camerstone-engr.cam www. com erstone-eng r.com r PROJECT INFO: L ISSUED FOR: r 11 CLIENT REVIEW r. REV:= DATE: =DESCRIPTION.—BY._CK.� DRAWN BY: CHK.:=APV.: r LAJB DRA MWO CURRENT ISSUE DATE: :DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY 8Y NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. :DRAWING TITLE: DETAILS AND RF INFORMATION :DRAWING NUMBER: A-4 CEI JOB NUMBER: 06-62005 1 01/12/07 REVIEW COMMENTS AJB MWO Al2/14/06 ISSUE FOR 100% JRF MWO Al2/11/06 ISSUE FOR 95% AJB MWO N12/07/06 ISSUEFOR90% AJB MWO DRAWN BY: CHK.:=APV.: r LAJB DRA MWO CURRENT ISSUE DATE: :DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY 8Y NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. :DRAWING TITLE: DETAILS AND RF INFORMATION :DRAWING NUMBER: A-4 CEI JOB NUMBER: 06-62005 a co N cV 2'-7 3/4" 2 112" 2'-2 3/4" PLAN 1/2" WELDED C6 ALUMINUM PLINTH (SUPPLIED BY CONTRACTOR) -- ANCHOR BOLT AT BOTTOM FLANGE (SEE ELEVATION) — 9/16"0 HOLES FOR 1/2"0 BOLTS (TYP 4 PLACES) 11/2'.II -111/2" ----FFFiii---- FILED DRILL 9/16" 0 HOLES FOR 112"0 CONCRETE EXPANSION ANCHOR (TYP 4 PLACES) ELEVATION MODULAR CELL 4.013 MOUNTING BASE PLAN io ELEVATION 0 MOD CELL 4.OB OUTDOOR DIMENSIONS MANUFACTURER: LUCENT HEIGHT: 72" DEPTH: 40" WIDTH: 35.4" CLEARANCE: CABINET REAR 36" CLEARANCE: CABINET EACH SIDE 35.4" CLEARANCE: CABINET FRONT 29.5" MAXIMUM CABINET WEIGHT: 790 LBS (359 KG) 2'-11ya" CABINET ANCHOR FOOTPRINT BACK CABI I BACK ISOMETRIC MODULAR CELL 4.013 EQUIPMENT SPECIFICATIONS MODULAR CELL 4,013 PLAN AND ELEVATION 31 NOT USED 7 SCALE: 1/2"= 1'-0" RONT OF ABINET FRONT C CABINET PROPOSED EQUIPMENT CABINET BASE TOP OF CONCRETE CONCRETE SLAB BACK OF CABINET FRONT ISOMETRIC HILTI HSLB-M12/25 (1/20) W/ TORQUE CAP OR APPROVED EQUAL. (INSTALL PER MANUFACTURERE'S RECOMMENDATIONS) 21 EXPANSION ANCHOR DETAIL 0 ILL m 2 LU z 2 Sprint � Together with NEXTEL 11 10545 WILLOWS ROAD NE, SUITE 100 REDMOND, WA. 95052.1 1 RADIAN 2212517th AVE AVE SE SUITE 117 BOTHELL, WA 96021 WWW.RADWNCORP.COM PLANS PREPARED BY: 14201 NE 200th STREET PHONE: 206.250.7306 WOODINVILLE, WA98072 FAX: 425.964.0388 EMAIL:-I@oome ton ,gr www.comerstone-eng r.com r PROJECT INFO: L ISSUED FOR: J CCLIENT REVIEW t- IREV:=DATE: =DESCRIPTION. =BY.=CK. -_-:j DRAWN BY: CHK.:—APV.: AJB DRA MWO -CURRENT ISSUE DATE: I trGllel IOG. 01-12'7 W g q EXPIRES 02/15/08 :DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED, ;DRAWING TITLE: EQUIPMENT SPECS ;DRAWING NUMBER: A-4.1 CEI JOB NUMBER: 06-62005 1 01/12/07 REVIEW COMMENTS AJB MWO Al2/14106 ISSUE FOR 100% JRF MWO 0 12/11/06 ISSUEFOR95% AJB MWO A 12/07/06 ISSUE FOR 90% AJB MWO DRAWN BY: CHK.:—APV.: AJB DRA MWO -CURRENT ISSUE DATE: I trGllel IOG. 01-12'7 W g q EXPIRES 02/15/08 :DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED, ;DRAWING TITLE: EQUIPMENT SPECS ;DRAWING NUMBER: A-4.1 CEI JOB NUMBER: 06-62005 Antenna and Cable Col ng [/ Q rp. / �j i DB848H90E-XY AEG/BERF- (3 - . \3 Sectored/ I RF Channel) �Q��� Directed Dipole Antenna 69su Staa'on Antennas - .... tb r feaF g .q@ y�rttq +p RR65-18- ldltar' L& I°eow R Exi;etlaht2 aDUth toN off`45.2096 ceduclron lncell CdgelI overlap_- DU81P01®POIaCIZdt10R SrptiR $ig aur, $120f4[ i _ alar. �r --Ip^�° Q" �"^ d r- �5upepoTfrahttobadkratio 9850MHz -1990MHz _ TYRx '`"m _Rxr` tdwprotteihWwhdtoadRreasyzon4n9 Electrical Specifications 8- - r AutstantGn field record wdh thousands of Ohds de Yuyedwald cede I Azimuth Beamnidtil (-3 d6) 55` 2.75•`J . - .. - Elevation Bean»1dtM, 3 rE) 6° ` Grayed Antennas ct".`ECTRICAL Elevaaon Sideletes (Upper) '>_ 18 dB 11"� [or ftdUre UseGain 17.8 equency(MHz): 806-895 870-960 Pa'arcaton Dual UrrearSlant() 45°)odanzation! Vertical Vertical .. FjPat-to-Pod lsoiron 293 d8 cin (d8dldgl) : 14.2!16:3 14.5116.6 FronFto-Bad: RaFo : 34 d6 > a2 :imuth BW (Deg.): 90 90 Electrical Darmti80ptom 0. 2` 4° 6° ovation BW [Deg.): 7.5 7.5 VSW11 1.35:1 Max Cav�ctas 2 7-16 DIN emale ZQD' 12fl° �' rant Tilt D 0 0 ) ' LO K- �, O< (Deg.): ): Pmer Hen6 ni; 250 Pili> C4i' /r >L ont-To-Back Ratiot(dB): 40 40 PassNe lrtermahrl ion 5-150 d8c ° der �u ;WR: 11.5:1 <1.51 [2x20W +43 d6m RF J.. Z ' l rx. Input Power(Watts): 500 500 Up.tring PW',tm, Chassis Grou9d )) CONNECTOR.- Pedance (Ohms) : 50 50 3htning Protection : DC Ground DC Ground :blechanicz Specifications } xa Dimension, (L x W x D) 56inx Binx276in (142 cm x 20.3 cm x 7.0 crtQ o� Rated Wind Velocry 110 mph (241 km1m) Equivalent Fla'. Pirie Area 3.1ft'(29 m) Front Wind Load @u 103 mph (161 kph) 92 lbs (409 N)l `^7t�-.�r VIEW Side Wind Load @ 100 mph (161 kph) 31 I� (139 N) TOP ` I*^ [ ' - Weight (Witimt Mounting Kill 13.5 lin (6.214) eight: 12.7 kg (23 to) Example - Sector 2 Tx/Rx mansions (LxWxD): 2A 8(96x6. x8165 x 203 mm (96 X 6 5 x 81n) mOilf}T711g Options tx. Wind Area: 0.22 W (2.4 V) MrG-P0410, MTG-S02-10, MTG-DXX-2G, MT"XX-10'. M.TGCO2-10, MrG-TXX-10' zx. Wind load :100 -ph): 573.7 N (115 @f1 ?f0ig; `fy(pr}dInLL116ersF£ZF#i reMzso-nfs aser,'es of redud> Sea tdotstir: D mra sectrof: rorg9eo+"c m°rk/nvrber urd Wind t rj8: 241 la (150 mph) udware Material: GeNeniZetl SteEl t. Color Band to be 2" wide on main line rnnectorType : 7-16 DIN- Female FatTerl}c 2. Spacing to be t"beetween colors (1, Back) 3. Color bond on Jumpers I" wide w/ 11' space >for : LIgM Gray x 4. Start color bonds 2" beyond weatherproofing andard Mounting Hardware : pB380 5. Start Sector Color next to end connector andard Down6lt� >unhngHard-,.: DB5083 E q t Azimuth " o EI.M.n Elevatim Elevation b Elevation w 0° Daentit 2° DmTdl 4 Doamuft 6 Doth t Z E\5 RTO'u...f: Fa,. _214631 Ai�S cTyp;cf` T r P eL 1 a - 5°42 Te.. _LSA.S.n,S2:521 F iR?r.�ta,J.x� C- '3a t. t�.e _48310_10 +.r..rc. u.--7 �a. de+ -+tour, .• , lata tt. _-L.Yc o °ss3--hof Fps E-_;a-tt cY ny :rtrbl"-AO A`a COAX CABLE COLOR CODING ANTENNA SPECS AND SCHEDULE 2 22x34 SCALE: 1" = 20'-0" 11x17 SCALE: 1" = 40'-0" 22x34 SCALE: NTS 11x17 SCALE: NTS Coax nra 4 Noi I Ak cabu shall bP marked si the 1cP ztdbotiom svxTh colored -'1 A« calms sa3� also be marxed .inn u,e atenut �-'CWq Wpc may 4x_otdatnea from Graybar ElecVomc _ K Tx0 T Salm, e drr,_1; Txr Tx2 _ I Scv. 3 'mm`jG� Sectored Cep:1 Rf Ch_cti7ne4 j i St.�..RDP�? Ss.2ttf �?z�P t Yi3�ft+. 4Vh'.e i I 1 Rz 1 Yea;- ... S'sie}e 414!• _ -------- F -_T__ Rx1 li7?e YT<.e I co, ir3 TXG % Rxi v=_�FaT, V�Piia 1 1 ��3 Se.�fored Cafai2 Rr Charatei r__ ---� _ i - insS.ffing�SscvtldAv� r 7Lcrx9 RPS � Fsarin iLm, j______ 5ec+m7 TxC C r Yeir>� - Y'tite 1. j `Tr 51P Sa.a3 d^v0 V✓nha j _ i 36ect°reaoiL9iaBFch�ar"1 i -_L�- :�sfert Tx 0.4?x0 'fi}�5 i VimKe. I 1 5~vi°-Y 'x C>rt?x0 Ytnita r;x!Ps4 dT«te �145ti1e Txe Lx L1?x 1 ni^ste I Nihice !Tx2 -�-17alM C°14'1 itP Cfiann<-i mm� I Et�f.l3l6g ai4-sl ! TiiYdS}'o�rrJ_.I fQ�Mh.i ___� Ts O.Rx C 14'Yw 't ANTENNA SCHEDULE ANTENNA ANTENNA ANTENNA DIMSENIONS COAX CABLE NUMBER OF COAX CABLE QUANTITY AZIMUTH WEIGHT INFORMATION SECTOR MAKE /MODEL L / W / D LENGTH COAX CABLES SIZE ALPHA 3 70° DECIBEL 96" x 6.5" x 8" 28 LBS ± 170' 3 1 1/4" DB848H90E-XY EXISTING IDEN BETA 3 170° DECIBEL 96" x 6.5" x 8" 28 LBS ± 170' 3 1 1/4" ANTENNAS D8848H90E-XY GAMMA 3 310° DECIBEL 96" x 6.5" x 8" 28 LBS ± 170' 3 1 1/4" DB848H90E-XY SECTOR 1 1 70° RR65-E8-OODPL2 56" x 8" x 2.75" 13.5 LBS ± 170' 2 1 5/8" ANTENNAS SECTOR 2 1 190° RR65-18-OODPL2 56" x 8" x 2.75" 13.5 LBS ± 170' 2 1 5/8" SECTOR 3 1 310° RR65-ES-OODPL2 56" x 8" x 2.75" 13.5 LBS ± 170' 2 1 5/8" NOTE: CONTRACTOR SHALL FIELD VERIFY CABLE LENGTHS PRIOR TO ORDERING, FABRICATION, OR INSTALLATION OF COAX CABLES Sprint '> Together with NEXTEL 11 10545 WILLOWS ROAD NE, SUITE 100 REDMOND, WA. 88052 I �n�iE SUITE 117 BOTHELL, WA 98021 W WVJ.RADIANCORP.COM PLANS PREPARED BY: � C�1rifali=r�59PQfar� n c . 14201 NE 2001h STREET PHONE: 206.250.7306 WOODINVILLE, WA 98072 FAX: 425.984.0388 EMAIL: ceiQcomerstone-engr.com www.cornerstone-engr.com r PROJECT INFO: L ISSUED FOR: CCLIENT REVIEW � REV: -DATE: -DESCRIPTION. -BY. -CK. - 1 01/12107 REVIEW AJB MWO COMMENTS A12114/06 ISSUE FOR 100% JRF MWO 0 12/11/06 ISSUE FOR 95% AJB MWO A 12/07/06 ISSUE FOR 90% AJB MWO _DRAWN BY: CHK.: -APV.: AJB DRA MWO :CURRENT ISSUE DATE: 01-12-07 -1 If`FMCI IRF• is :DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. :DRAWING TITLE: COAX CODING, ANTENNA SPECS AND SCHEDULE :DRAWING NUMBER: A-5 CEI JOB NUMBER: 06-62005 Together with NEXTEL 11 10545 WILLOWS ROAD NE, SUITE 100 REDMOND, WA. 88052 I �n�iE SUITE 117 BOTHELL, WA 98021 W WVJ.RADIANCORP.COM PLANS PREPARED BY: � C�1rifali=r�59PQfar� n c . 14201 NE 2001h STREET PHONE: 206.250.7306 WOODINVILLE, WA 98072 FAX: 425.984.0388 EMAIL: ceiQcomerstone-engr.com www.cornerstone-engr.com r PROJECT INFO: L ISSUED FOR: CCLIENT REVIEW � REV: -DATE: -DESCRIPTION. -BY. -CK. - 1 01/12107 REVIEW AJB MWO COMMENTS A12114/06 ISSUE FOR 100% JRF MWO 0 12/11/06 ISSUE FOR 95% AJB MWO A 12/07/06 ISSUE FOR 90% AJB MWO _DRAWN BY: CHK.: -APV.: AJB DRA MWO :CURRENT ISSUE DATE: 01-12-07 -1 If`FMCI IRF• is :DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. :DRAWING TITLE: COAX CODING, ANTENNA SPECS AND SCHEDULE :DRAWING NUMBER: A-5 CEI JOB NUMBER: 06-62005 :DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. :DRAWING TITLE: COAX CODING, ANTENNA SPECS AND SCHEDULE :DRAWING NUMBER: A-5 CEI JOB NUMBER: 06-62005 Sprint '> Together with NEXTEL 10545 WILLOWS ROAD NE, SUITE 100 REDMOND, WA.98052 RADIAN 2212517th AVEAVESE SUITE 117 BOTHELL, WA 98021 W W W.RADIANCORP.COM PLANS PREPARED BY: 14201 NE 2001h STREET PHONE: 206.250.7306 WOODINVILLE, WA 98072 FAX: 425.984.0388 EMAIL: cel@wmemton ngr.mm www.comerstone-engr.com r PROJECT INFO: t' ISSUED FOR: CCLIENT REVIEW r. REV:= DATE: =DESCRIPTION.—BY.=CK.= ----------------------------- 1 01/12/07 REVIEW COMMENTS AJB MWO Al2/14/06 (E) ELECTRICAL ISSUE FOR 100% JRF MWO L12/11/06 (E) METER ISSUE FOR 95% SERVICE ENTRANCE MWO A ELECTRICAL SPECIFICATION: ISSUE FOR 90% BASE I I__ I I I 1 ALL ELECTRICAL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE (E) 200A, (E) 200A, LATEST EDITION OF THE NATIONAL ELECTRICAL CODE. (E) 200A, MANUAL MAIN MAIN TRANSFER BREAKER 2. COMPLY WITH THE LATEST EDITION OF THE UNIFORM BUILDING CODE, THE BREAKER SWITCH LOAD CENTER REQUIREMENTS OF ALL APPLICABLE MUNICIPAL AND STATE CODES AND REGULATIONS, AND UTILITY GUIDELINES. (E) UTILITY PULL BOX 3. PERFORM ALL VERIFICATION, OBSERVATIONS, TESTING AND EXAMINATION I � I OF WORK PRIOR TO THE ORDERING OF ELECTRICAL EQUIPMENT AND THE ACTUAL CONSTRUCTION. ISSUE A WRITTEN NOTICE OF ALL FINDINGS TO THE I CONSTRUCTION MANAGER LISTING ALL MALFUNCTIONS, FAULTY EQUIPMENT AND DISCREPANCIES. I I 4. ALL ELECTRICAL / TELCO CONDUIT SHALL BE RIGID METAL CONDUIT (RMC) I TYPE CONFORMING TO UNDERWRITERS LABORATORIES STANDARD UL -6 AND I (E) A.C. FAIL ASTM A-135: ALL CONDUITS SHALL COMPLY WITH NEC, ARTICLE 346. ALL (E) GEN RIGID AND FLEXIBLE CONDUITS, AND COUPLINGS SHALL BE HOT DIPPED _ _ RECEPTACLE--Z(E)SURGE GALVANIZED HAVING A HARD BAKED ENAMEL OR HEAVY LACQUER FINISH, TELCO SERVICE ARRESTORENTRANCE BOTH INSIDE AND OUTSIDE. COUPLINGS SHALL BE THREADED TYPE, (E) GALVANIZED AND MADE FROM SAME GRADE OF MILD STEEL AS RMC. ALL L J BENDS SHALL BE 30" MINIMUM RADIUS. FROM 5. ALL WIRING SHALL BE STRANDED COPPER WITH MINIMUM 600V POWER SOURCE INSULATION (UNLESS OTHERWISE NOTED). 6. NEUTRAL SHALL BE COLOR CODED, INSULATION SHALL BE CROSS-LINKED ELECTRICAL SCHEMATIC POLYETHYLENE. 3 22x34 SCALE: NTS 111x17 SCALE: NTS 7. CONTRACTOR TO CONTACT ALL UTILITIES FOR LOCATION OF UNDERGROUND SERVICES. SERVICE LOCATIONS TO BE CONFIRMED PRIOR TO CONSTRUCTION. 8. THE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING, FILING, AND FEES IN CONJUNCTION WITH THE PROJECT. 9. THE CONTRACTOR SHALL SCHEDULE ALL NECESSARY INSPECTIONS WITH THE PROPER AUTHORITIES AND INFORM SPRINT / NEXTEL 24 -HOURS IN ADVANCE. ALL TICKETS AND INSPECTION VERIFICATIONS WILL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE WITHIN 24 -HOURS AFTER THE (E) 157'-2" HIGH INSPECTION HAS TAKEN PLACE. 10. ALL EQUIPMENT, WIRING, AND MATERIALS MUST HAVE A UL LABEL x x x 1 STEEL MONOPOLE yj (E) TRANSFORMER x x x x x x 11. ALL WORK SHALL BE DONE BY QUALIFIED AND EXPERIENCED T � � J JOURNEYMEN AND PERFORMED IN A WORKMANLIKE MANNER AND SHALL (E) UNDERGROUND POWER PROCEED IN AN ORDERLY MANNER SO AS NOT TO HOLD UP THE PROGRESS (E) TELCO PEDESTAL FROM (E) TRANSFORMER OF THE PROJECT. F a T -MOBILE (E) UNDERGROUND EQUIPMENT 12. THOROUGHLY TEST ALL LINES FEEDERS, EQUIPMENT, AND DEVICES WITH TELCO RUN PAD MAXIMUM LOADS TO ASSURE PROPER OPERATION (E) UTILITY H -FRAME 13. CONDUCTOR LENGTHS SHALL BE CONTINUOUS FROM TERMINATION TO TERMINATION WITHOUT SPLICES P 14. PROVIDE PULL BOXES WHERE SHOWN AND/OR WHERE REQUIRED BY CODES AND/OR UTILITY COMPANIES. 15. ALL CONDUIT ROUGH IN SHALL BE COORDINATED WITH THE MECHANICAL E] EQUIPMENT TO AVOID LOCATION CONFLICTS CONTRACTOR SHALL VERIFY LUCENT MODCELL ALL LOCATIONS LINGULAR 4,0 "B" CABINET EQUIPMENTPAD POWER 16. ALL WIRES SHALL BE TAGGED AT ALL PULL BOXES, J -BOXES, EQUIPMENT BOXES, AND CABINETS WITH APPROVED PLASTIC TAGS. –TELCO 17. ALL BREAKERS IN PANEL BOXES SHALL BE IDENTIFIED WITH TYPE • • • • ❑ WRITTEN LABELS NEATLY PLACED ALONG SIDE OF THE BREAKER. –(E) SPRINT / NEXTEL TELCO CABINET 18. ALL FIRE RATED WALL AND FLOOR PENETRATIONS ARE TO BE CAULKED AND SEALED WITH A FIRE RESISTANT CAULKING TO MAINTAIN THE INTEGRITY OF THE FIRE SEPARATION. 19. UTILIZE SONNEBORN TYPE NP -1 CAULKING FOR SEALING ALL EXTERIOR WALL PENETRATIONS 20. SUBCONTRACTOR SHALL SUPPLY AND INSTALL A 200# RATED NYLON PULL CORD FOR FULL LENGTH OF ALL EMPTY CONDUIT ORAS REQUIRED BY LOCAL UTILITY COMPANY. PLAN NORTH ELECTRICAL SPECIFICATIONS 2 TELCO/POWER ROUTING PLAN 22x34 SCALE: NTS I 11x17 SCALE: NTS 22x34 SCALE: 1/8"= 1'-0" 111x17 SCALE: 1/16"= V-0" Sprint '> Together with NEXTEL 10545 WILLOWS ROAD NE, SUITE 100 REDMOND, WA.98052 RADIAN 2212517th AVEAVESE SUITE 117 BOTHELL, WA 98021 W W W.RADIANCORP.COM PLANS PREPARED BY: 14201 NE 2001h STREET PHONE: 206.250.7306 WOODINVILLE, WA 98072 FAX: 425.984.0388 EMAIL: cel@wmemton ngr.mm www.comerstone-engr.com r PROJECT INFO: t' ISSUED FOR: CCLIENT REVIEW r. REV:= DATE: =DESCRIPTION.—BY.=CK.= :DRAWN BY: CHK.: —APV.: AJB DRA MWO :CURRENT ISSUE DATE: 01-12-07 UKAVVIINti IrvrUKMAI IUIN: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLE: ELECTRICAL DETAILS DRAWING NUMBER: E-1 CEI JOB NUMBER: 06-62005 1 01/12/07 REVIEW COMMENTS AJB MWO Al2/14/06 ISSUE FOR 100% JRF MWO L12/11/06 ISSUE FOR 95% AJB MWO A 12/07/06 ISSUE FOR 90% AJB MWO :DRAWN BY: CHK.: —APV.: AJB DRA MWO :CURRENT ISSUE DATE: 01-12-07 UKAVVIINti IrvrUKMAI IUIN: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLE: ELECTRICAL DETAILS DRAWING NUMBER: E-1 CEI JOB NUMBER: 06-62005