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A-1 _ _------- --_= - -I_ 1 I O�Y ! U Ln m EXISTING SPRINT EQUIPMENT / ETBAC s, NOTES: EXISTING WESTERN WIRELESS EQUIPMENT —� 1. SITE PLAN IS A DIAGRAMMATIC REPRESENTATION EXISTING FENCE ALONG PROPERTY LINE —� ONLY, DO NOT SCALE; VERIFY ALL DIMENSIONS VERIFY ALL PROPERTY LINE INFORMATION WITH z EXISTING SURVEY DATA. � SITE PLAN 0 20 40 P° SCALE: = 40' -:MOF iTr Li. 623.00't ( I I !' I 1 I I I �I 4 N �r EXISTING WATER RESERVOIR Iro I �I a- �I EXISTING FIR TREES -- ACCESS GATE i I r I i I I i I I I � PROPERTY LINE 623.00't A/C AIR. CONDITIONING GRND GROUND REQ'D REQUIRED ADJ. ADJUSTABLE GWB GYPSUM WALL BOARD RM ROOM AFF ABOVE FINISH FLOOR GYP. BD. GYPSUM BOARD R.O. ROUGH OPENING APPROX. APPROXIMATELY ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS HARD'WD HARDWOOD S SOUTH AWG AMERICAN WIRE GAUGE HORIZ. HORIZONTAL SHT SHEET HR HOUR SIM. SIMILAR BLDG. BUILDING HT. HEIGHT SPEC. SPECIFICATION BLK. BLOCK HVAC HEATING, 'VENTING AND SQ SQUARE BMR BASE MOBILE RADIO AIR CONDITIONING Ss STAINLESS STEF B/S BUILDING STANDARD STL. STRUCT. STEEL STRUCTURAL D. INSIDE DIA. SUSP. SUSPENDED CLG CEILING IN. INCH S.V. SHEET VINY_ CLIR. CLEAR INFO INFORMATION CONC. CONCRETE INSUL. INSULATION I THRU THROUGH :NST. CONSTRUCTION INT. INTERIOR TNND TINNED vT. CONTINUOUS I T.O.C. TOP OF CONCRETE LB(S) POUND(S) T.O.M. TOP OF MASONRY DBL. DOUBLE TYP TYPICAL DIA, 0 DIAG, DIAMETER DIAGONAL MAX, MAXIMUM UBC UNIFORM BUILDING DIM. DIMENSION NECH MECHANICAL CODE MET, NTL METAL DN DOWN MFR. MANUFACTURER UNO UNLESS NOTED DTL, DETL DETAIL MGR MANAGER OTHERWISE DWG. DRAWING MIN MINIMUM MISC MISCELLANEOUS VERT. VERTICAL E EAST VIE VERIFY IN FIELD EA,. EACH VT VINYL TILE EL, ELEV ELEVATION N NORTH ELECT ELECTRICAL NA NOT APPLICABLE W WEST EQ. EQUAL NIC NOT IN CONTRACT W/ WITH �OUIP. EQUIPMENT NTS NOT TO SCALE WIN WINDOW hi EACH WAY W/o WITHOUT ST. EXT EXISTING EXTERIOR OC, o/c ON CENTER W.P. WATERPRGO OD OUTSIDE DIAMETER FIN. FINISH OPG. OPENING 24 ANGLE FLUOR. FLUORESCENT OPP OPPOSITE h AND FLR FLOOR FT. FOOT CL CENTER LINE PLYWD. PLYWOOD GA. GAUGE PR PAIR R PROPERTY LINE GALV GALVANIZE(D) PROD PROJECT 0 AT GC GENERAL CONTRACTOR PROP PROPERTY PT PRESSURE TREATED # NUMBER /1 REVISION 100 ROOM NUMBER Q KEY NOTE � SECTION 2 A- A- REFERENCF A- DETAIL REFERENCE 2 A - ELEVATION REFERENCE ABBREVIATIONS &SYMBOLS 71 �CJ C' LAKE rfGTQN - Qz CD �V m� NE 12TH STREET z - - LIj a 1 N 1 VICINITY MAP N.T.S. PARCEL A - The r-ast one-- na;t of the Sou.nn hest quarter of the Sout^ Aes: quarter of the Southeast quarter of Section 4, Township 23 North, Range 5 East, Willamette Meridian, less the South 30 feet thereof of street right-of- way, containing 4.69 acres, more or less, and PARCEL B - Commencing at the center of Section 8, Township 23 North, Range 5 East, Willamette Meridian; thence South 89'30'50" East along the East and West center line of said Section 8 for 25.0 feet to an intersection with the Easterly right-of-way line of the Pacific Coast Railroad, the true point of beginning; thence continue South 89'30'50" East along the East and West center line of said Section 8, for 425.9 feet, more or less, to an intersection with the Westerly right-of-way of the Pacific Coast Railroad, Newcastle Branch; thence Southeasterly 30 feet, more or less, along said right-of-way line to a point on a line poralle: to the soid East and West center line of said Section 8, and distant therefrom 30 feet; thence North 89'30'50" West for 445 feet, more or less, to an intersection with the Easterly right-of-way of the Pacific Coast Railroad Company; thence North along said Easterly right-of-way for 30 feet, more or less, to the true point of beginning, containing 0.3002 acres, more or less. LEGAL DESCRIPTION ARCHITECT P'B ARCHITECTS 303 BATTERY STREET SEATTLE, WA 98121 TEL: (206) 443-9790 FAX: (206) 443-9875 CONTACT: STEWART CARDON LE ECTRICAL ENGINEER EISI ENGINEERS 1900 EMERSON PLACE, SUITE 200 SEATTLE, WA TEL: 206-284-1181 FAX: 206-284-1236 CONTACT: CHARLES MILSTEAD PROJECT TEAM SITE NAME: RENTON HIGHLANDS RENTON WATER TANK SITE NUMBER: SEA044A SITE NAME:. SITE NUMBER: RENTON WATER TANK SEA044A SITE ADDRESS: OWNER: 3410 NE 12th STREET CITY OF RENTON RENTON, WA 98056 200 MILL AVENUE SOUTH RENTON, WA 98005 APPLICANT: APPLICANT REP.. US 'WEST COMMUNICATIONS VV&H PACIFIC 450 110th AVENUE NE, ROOM 209 c/o US WEST COMMUNICATIONS BELLEVUE, WA 98004 450 11Oth AVENUE NE, ROOM 209 TEL: 425-451-5960 BELLEVUE, WA 98004 CONTACT: JACK. DITTMER TEL: 425-451-5918 CONTACT: LARRY WOLTHER PROJECT DESCRIPTION: US WEST PROPOSES TO CONSTRUCT AN UNMANNED RADIO TELECOMMUNICATIONS FACILITY CONSISTING OF RADIC TRANSMITTER EQUIPMENT MOUNTED ON A CONCRETE PAD AT GRACE AND A THREE SECTOR ANTENNA .ARRAY WITH (4) ANTENNAE PER SECTOR, (12 ANTENNAE TOTAL), MOUNTED ON AN EXISTING WATER TANK ZONING. AREA 0' PARCEL R 1 0 20415U SQ. r I. JURISDICTION PROJECT AREA. RENTON 400 SQUARE FEET GENERAL INFORMATION: 1. PARKING REQUiFL�J NTS ARE UNCHANGED 2. TRAFFIC IS UNAFFECTED 3. NO SIGNAGE IS PROPOSED PARCEL NUMBERU 042305918b PROJECT INFORMATION PA(S E. NUM3EIR, DESCRIPTION: SITE PLAN, GENERAL INFORMATION PROJECT PLAN A- 2 ELEVATIONS A-3 CONSTRUCTION DETAILS A-4 ANTENNA DETAILS E-1 ELECTRICAL SITE PLAhd, NOTES E-1 ELECTRICAL SITE PLAN, GENERAL ELECTRICAL NOTES E-2 ONE L!NE, ELECTRICAL PLAN, GROUNDING PLAN, DETAILS LANDSCAPE PLAN SHEET INDEX DOCUMENT KE�!E'4 LANDLORD —_ SITE AQUISITION ZONING-- RF ENGINEER _ PROJECT MANAGER _ - - DATE DATE I DATE CONSTR. MANAGER DAJL APPROVALS US WEST COMMUNICATIONS 450 110th AVENUE NE, ROOM 209 BELLEVUE, WASHINGTON 98004 PHONE (425) 451-6157 FAX (425) 451-6310 THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND; OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WIRTTEN PERMISSION OF THE OWNER. PH ARCHITECTS SEATTLE 303 BATTERY STREW SEATTLE M&MWTOM 98121 �.�j. (206) 449-9790 Cfs) (202) 443-9875 RELEASE DATE 24DEC97 REVIEW SET ZONING SET 30DEC97 3FEB98 CONSTRUCTION REVIEW SET 03MAR981 CONSTRUCTION SET REVISIONS - I -- - --- ----- N0. DATE , \ 1 9FE098 REVISED REVIEW SET ZL 27APR98 ADDED LANDSCAPE BUFFER A 4 FTNAME RENTON HIGHLANDS RENTON WATER TANK SITE NUMBER SEA044A SITE ADDRESS 3410 NE 12th STREET RENTON WA, 98056 U.S.A. SHEET TITLE SITE PLAN SITE INFORMATION VICINITY MAP SHEET NUMBER T DEVELOPMENT PLANNING CITY OF RENTON FPLOT SCALE: RECEIVED --- EXISTING ANTENNAE MOUNTED TO WATER TANK i - PROPOSED ANTENNAE MOUNTED TO WATER TANK SECTOR "Y' (120') -- EXISTING WATER TANK PROPOSED LANDSCAPING BUFFER SEE L-1 FOR MORE INFORMATION / PROPOSED ANTENNAE MOUNTED TO WATER TANK SECTOR W (0-) 0 J r O Z N fx z 3 r ' 0 I - - rV) 2 PROPOSED US WEST oi w , RADIO EQUIPMENT �I I EXISTING NESTER ( SEE DETAIL 20, c a oYPRELE-S-RADIO Q EXISTING! SHEET A-3 �EQUIPMENT RADIO EQUIPMENT a W zW m -—/4uin � - - -- Lj % I ►��_ ��w , , -- i ZD =off U Io �I I;I (I II I m Q / i - - - - - - — -- - -- -- - — — — EQUIP SLAB -- - / 20'-0" 20'-0 20'-0" SPRINT LEASE AREA/ US WEST LEASE AREA / 4ESTERN WIRELESS LEASE AREA LANDSCAPING' BUFFER----,�--__ ---�—_ -------- 60'-0"--- ---- ----— -- -----15�—_____- ' LANDSCAPING BUFFER \ ANTENNA CABLE TELCO AND POWER CABLE SEE 10 A-3 VERIFY LOCATION AND DEPTH OF EXISTING UTILITY TRENCH THIS LOCATION PROPOSED ANTENNAE MOUNTED TO WATER TANK SECTOR "Z" (240') EXISTING FENCE NOTE: 1. PLAN IS A DIAGRAMATIC REPRESENTATION ONLY. DO NOT SCALE; VERIFY ALL DIMENSIONS. 16 ENLARGED SITE PLAN �SCALE: 3/16" = 1'-0" 1 US WEST COMMUNICATIONS 450 110th AVENUE NE, ROOM 209 BELLEVUE, WASHINGTON 98004 PHONE (425) 451-6167 FAX (425) 451-6310 THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WIRTTEN PERMISSION OF THE OWNER. PEI ARCHITECTS SEATTLE 309 U"w STREET Sums 11amcTQh -® (206) 448-9790 (202) 449-9875 RELEASE DATE 2-1--09' REVIEW SET 30DEC97 ZONING SET 3FE898 CONSTRUCTION REVIEW SET 3MAR98 CONSTRUCTION SET REVISIONS NO. I DATE 09FEB98 REVISED REVIEW SET 2 27APR98 NEW LANDSCAPING BUFFER a ll� • SITE NAME RENTON HIGHLANDS RENTON WATER TANK SITE NUMBER S EA044A SITE ADDRESS 3410 NE 12th STREET RENTON WA, 98056 U.S.A. SHEET TITLE ENLARGED SITE PLAN FSHEET NUMBER I)EVELOPNIENT PLANNING A-1 CITY OF RENTON PLOT SCALE: RECEIVED M 1 _'_ E "W S a M"w TOP OF TANK EL. 140.0' I <z EXISTING WATER TANK 00 EXISTING WESTERN WIRELESS ANTENNA F n 7 I V, .5 \ I TOP OF ANTENNA - --- - --- --- RAID CENTER EL. 101.8' % I I I I I ANTENNA MOUNTING ARM °o (3) PROPOSED PANEL i ANTENNAS EACH SECTOR (9) ANTENNAS TOTAL N / \ I SEE 15 I I I I I I I I l - _ TOP OF AN NNA `----------- - - - - - - --- =----------- RAID CENTER EL. 76.8' j I HORIZONTAL CABLE RUN \ / ( SEE 9 / i o I I i I - RUN COAX UP EXISTING COAX I CABLE ROUTE AND PAINT TO MATCH I SEE � t A-3 I I \ I EXISTING LOCATION OF SPRINT RADIO EQUIPMENT I EXISTING LOCATION OF / WESTERN WIRELESS RADIO EQUIPMENT PROPOSED LOCATION OF 7 / I US WEST RADIO EQUIPMENT I j - --- i.-- TOP OF FOUNDATION ------------ EL.0.0' WEST ELEVATION SCALE: 1/8" = 1'-0" US WEST COMMUNICATIONS 450 110th AVENUE NE, ROOM 209 BELLEVUE, WASHINGTON 98004 PHONE (425) 451-6157 FAX (425) 451-6310 THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WIRTTEN PERMISSION OF THE OWNER. ARCHITECTS-_SEATTLE_ _ 303 Ur= SMET 3&IT IA ® (206) 443-9790 f© (202) 443-9875 RELEASE DATE 24DEC97 REVIEW SET- ZONING SET 30DEC97 3FE898 CONSTRUCTION REVIEW SET 03MAR98 CONSTRUCTION REVIEW SET REVISIONS NO. DATE 10 OFE898 REVISED REVIEW SET A 0 0. SITE NAME RENTON HIGHLANDS RENTON WATER TANK SITE NUMBER S EA044A I SITE ADDRESS 3410 NE 12th STREET RENTON WA, 98056 U.S.A. FSHEET TITLE WEST ELEVATION SHEET NUMBER A-2 brEVnOPMENT PLANNING CITY OF RENTON PLOT SCALE: MAY 0 7 1998 ' :1 IEEIVED PROPOSED COAXIAL RUN �- 1-5/8" UNISTRUT i - GALV. ANGLE ADAPTOR - - -EXISTING CHANNELS HORIZONTAL CABLE RUN FINISH GRADE WARNING TAPE -i II - i i-- - - - - - - z - -- COMPACTED FILL - 80% I ' COAX CABLE IN -- MIN, SCHEDULE - -- - . -.. -- = _ . I I 6„0 OR AS SHOWN ON PLAN 00 O O `; 0o COMPACTED SAND ;D !1 I _i NOTES: 1. EXCAVATE TO REQUIRE D DEPTH - ---- UNEX CAVA-FD EAR,H 2. VERIFY ALL TRENCHING REQUIREMENTS WITH PRCJECT MANAGER. 3. CALL BEFORE YOU DIG!! CONTACT LOCAL UTILITY COMPANY COAX CABLE TRENCh DETAIL FOR EQUIP. LAYOUT I SEE SHEET A-1 6' -0„ PRECAST SLAB 4 GRAVEL (WHERE TO MATCH EXISTING SHOWN ON PLANS PAVEMENT OR GRADE 1 -- 4" LEVELING SAND -,L___COMPAc ED SOIL TO MIN. 95% MODIFIED MAX. DENSITY PER ASTM D1557 METHOD D (TO BE VERIFIED WITH SITE SPECIFIC SOIL REPORT). 1. PLANS ARE NOT TO BE SCALED. CONTRACTOR TO NOTIFY PROJECT MANAGER OF ANY DISCREPANCIES WITH THE PROPOSED LAYOUT PRIOR TO PROCEEDING 2, ALL PIPES, BRACKETS, PLATES, CONNECTORS AND MISC HARDWARE TO BE HOT -DIPPED GALVANIZED UNLESS OTHERWISE NOTED. 3. INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS UNLESS SPECIFICALLY INDICATED OTHERWISE OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. 4. (1) PCS CDMS MINICELL ® 980# EA., (1) PRIMARY POWER CABINET ® 1600# EA. AND (2) PCS CDMA GROWTH CABINETS ® 750# EA. TOTAL = 4080# (114 LBS/SQ.FT.) 5. CONTRACTOR TO VERIFY CLEARANCES AND CONDITIONS OF EXISTING ROOFING AT LOCATION OF WORK AND REVIEW DETAILS FOR ANY REQUIRED ADJUSTMENTS. 6. PRIOR TO ANY ROOF WORK: - PROPOSED WORK TO BE APPROVED BY ROOFING MANUFACTURER AND INSTALLED BY CONTRACTOR. - CONSULT WITH PROJECT MANAGER AND REVIEW PROPOSED DETAILS FOR ALL ROOFTOP PENETRATIONS AND INSTALLATIONS. - REVIEW WITH PROJECT MANAGER AND OWNER/BUILDING MANAGER ALL WARRANTIES THAT MAY BE AFFECTED BY PROPOSED WORK. ORIGINAL ROOF WARRANTY TO BE MAINTAINED. - ALL ROOFING MATERIALS AND DETAILS TO MATCH EXISTING AS VERIFIED BY ROOFING INSTALLER, PROJECT MANAGER, AND BUILDING OWNER/MANAGER. 7. USE 1-5/8" UNISTRUT FOR CABLE GUIDE(S), SPACED AT 36" OC UNLESS NOTED OTHERWISE. 8. PAINT CABLE GUIDES)/SHROUDS\ AND MOUNTING STRUCTURES TO MATCH EXISTING ADJACENT SURFACE AS REQUIRED. NOTES: 9. WEATHER SEAL/CAULK ALL PENETRATIONS IN EXISTING WALLS AND/OR ROOF GRAVEL SHALL BE NATURAL. OR CRUSHED GRAVEL W / 100% PASSING 1" SIEVE. CALL BEFORE YOU DIG !!!!! SCALE: 1 -1 j� 9 GRAVEL FOUNDATION scaLE: '-4' 13 GENERAL NOTES FOUNDATION NOTES: 1. ALL CONCRETE SHALL BE MADE FROM TYPE 2 CEMENT AND SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 2800 P.S.I. AT 28 DAYS. MAXIMUM SIZE OF AGGREGATE SHALL NOT EXCEED 3/4". SLUMP TO BE 2" TO 5'. �. ALL CONCRETE SHALL BE CONSOLIDATED BY INTERNAL VIBRATION IN ACCORDANCE WITH A.C.I. STANDARDS RECOMMENDED PRACTICE FOR CONSOLIDATION OF CONCRETE. 3. ALL COLD WEATHER/HOT WEATHER CONCRETE PLACEMENT SHALL BE IN ACCORDANCE WITH A.C.I. STANDARDS. 4. ASSUMED SOIL BEARING PRESSURE OF 2000 P.S.F. BEARING SOIL TO BE UNDISTURBED NATURAL SOIL OR COMPACTED STRUCTURAL FILL AS APPROVED BY OWNER REPRESENTATIVE. 5. ALL NEW SOIL AND SAND UNDER FOUNDATION SHALL BE COMPACTED MIN 95%. 6. UNDER FOUNDATION ALL EXISTING VEGETATION IS TO BE REMOVED TO A DEPTH OF 6" BELOW GRADE REINFORCING STEEL 1. ALL REINFORCING STEEL SHALL BE ASTM A615 GRADE 60 BARS. ALL MESH SHALL Br ASTM A185 STEEL MESH. (ALSO SEE SPECIFICATIONS) I 0 I FOUNDATION NOTES j - L3 x 3x 1/4 ANGLE 3/8" x 211E x 8„ z - - - SPLICE + - - - 3/8" 0 GALV BOLT TYP. 2'-3.530" 1'-11.23 1'-6.82" 1'-7.75" �7I 1'-7.25" x x 5" L !i NONSHRINK GROUT 1 MIN o _o o POWER MINICELL ? 3 Z » i o� om 1/2 SET WEDGE ANCHOR W/ CABINET CABINET Q �' CN 6' MIN. EMBEDMENT 24" x 24" x 8" FOOTING - - - 'ti - i I CCA GR. CCA I 2'-2.33" 1'-3.72" loot o I I - i�-�- - NONSHRINK GROUT 1" MIN - 2 2 ' EQUIPMENT ANCHOR i OUTLINE OF EQUIPMENT 1 /2" SET WEDGE ANCHOR LOCATIONS, TYP. (iz'o BOLTS IN NOTES: 1"0 CABINET HOLES) 1 C AREA W% LOCATE SPLICE DIRECTLY ABOVE OR NO PENETRATIONS BELOW HORIZONTAL FRAME CUT ANGLE SQUARE & GROUND AS REQUIRED FOP UNIFORM BEARING. SPLICE DETAIL SCALE: 1"=1'-o" 7 ANCHOR BOLT PATTERN = 11 /- - -- WATER TANK LEG x- - EXISTING FRAME WELDED TO TANK LEG - - - - PROPOSED COAXIAL RUN -- 3/8" GALV BOLT L3x3x1 /4" TYP EACH SIDE, SEE �- WELDED CONNECTIONS - A-3 CT: - ---- �gt0000�l 4 o - -4- x+ r A� � O EXISTING STRUCTURAL FRAME FUTURE COAXIAL RUN -GALV. ANGLE ADAPTOR KEY NOTES \ --- - ---- LJ MINI -CELL CABINET EXISTING ANGLE O2 POWER CABINET -- FUTURE COAXIAL RUN - O PRECAST CONCRETE SLAB (6'-0"x6'-6") 1-5/8" UNISTRUT - CABLE RUN ALONG TOWER LEG SCALE: 1/2"=1'-O" 8 PRIMARY MINI -CELL LAYOUT DEMARC METER BASE PANEL "A" UTILITY FRAME , NONr 112 I PRECAST CONCRETE SLAB SCALE: NONE 17 STRUCTURAL STEEL: 1. STRUCTURAL STEEL SHALL CONFORM TO ASTM A-36. 2. THE FABRICATION AND ERECTION OF ALL STRUCTURAL STEEL SHALL CONFORM TO THE PROVISIONS OF THE 1989 ED. "SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS' OF THE AJSC. 3. ALL WELDING SHALL BE PERFORMED BY WABO CERTIFIED WELDERS. ALL WELDING SHALL BE DONE BY THE SHIELDED ARC PROCESS IN CONFORMITY WITH THE LATEST EDITION OF THE STRUCTURAL WELDING CODE, AWS D1.1 OF THE AMERICAN WELDING SOCIETY. 4. ELECTRODES FOR WELDING SHALL BE E-70XX, MINIMUM WELD SIZE SHALL BE 3/16' 5. BOLTED CONNECTIONS SHALL BE MADE WITH HIGH STRENGTH BOLTS (HSB). HIGH STRENGTH BOLTING MATERIALS AND METHODS SHALL COMPLY WITH THE PROVISIONS OF "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A-325 BOLTS' ENDORSED BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. TIGHTEN BOLTS USING LOAD CELL WASHERS, CALIBRATED WRENCH OR BY TURN OF THE NUT METHOD. 6. STEEL PIPE SHALL CONFORM TO ASTM A-53 AND SHALL BE GRADE "B". 7. STEEL TUBE SHALL CONFORM TO ASTM A-500 AND SHALL BE GRADE "B". 8. GALVANIZING: ALL STEEL SHAPES, PLATES, FASTENERS AND FABRICATIONS SHALL BE HOT DIP GALVANIZED PER ASTM A-123 FOR STEEL SHAPES, PLATES AND FABRICATIONS AND PER ASTM A-153 FOR THREADED FASTENERS. CA-- I 14 I STEEL NOTES 8" 2 -6' -- f 6'-6" x 6'-0" PRECAST CONCRETE SLAB POWER CABINET MINI -CELL CABINET FUTURE 6'-6", 4'-0" PRECAST CONCRETE SLAB FUTURE GROWTH CABINET --CABLE COVER ASSEMBLY SCALE: NONE 118 I SCALE: 1 /2" = i ' -O" 120 US WEST COMMUNICATIONS 450 110th AVENUE NE, ROOM 209 BELLEVUE, WASHINGTON 98004 PHONE (425) 451-6157 FAX (425) 451-6310 THIS DRAWING iS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER. AND ITS AFFILIATES, REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WIRTTEN PERMISSION OF THE OWNER. f� PH ARCHITECTS_ �09 HArray 3TkR! SEAM, ® (208) 445-9790 O (202) 448-9875 RELEASE DATE 3FLB98 CONSTRUCTION REVIEW SET 9FEB98 REVISED REVIEW SET 03MAR98 CONSTRUCTION SET REVISIONS NO. DATE A 4 5 SITE NAME RENTON HIGHLANDS RENTON WATER TANK SITE NUMBER S EA044A SITE ADDRESS 3410 NE 12th STREET RENTON WA, 98056 U.S.A. SHEET TITLE CONSTRUCTION DETAILS SHEET NUMBER A-3 MLC IPMENT PLANNING CITY OF RENTON PLOT SCALE: ( �AqF C' F-GO� s NOTES: MONOPOLE MOUNTED ANTENNA. 2. DO NOT INSTALL ANTENNA GROUND KIT ON CABLE BEND. AZIMUTH 0 DOW'\jTILT=NA AZIMUTH 2C UOWNTILT=NA 47IMUTH 240 DOWNTILT =NA FROM/TO COAX CABLE LENGTH (FT)* �OAX CABLE LENGTH (FT)* LOAX CABLE LENGTH (FT)* RX/TX RX/TX R;x TYPE/SIZE TYPE/SIZE TYPE/SIZE ANTENNA TO ANTENNA LDF4-50A LDF4-50A LDF4-50A CABLE 1 /2„ 3 3 1 /2., 1 /2„ > �� JUMPER CABLE TO LDF4-50;', LDF4-50A LDF4-50A. ANTENNA CABLE COVER _5/8" 294' 294' 1-5/8 to 2�'� 225' 1-5/8" 154.5' 154.5' ASSEMBLY ANTENNA. CABLE COVER FSJ4-50B FSJ4-503 FSJ4-50B ASSEMBLY TO PRIMARY 1 /211 3 1 /2" 7 ' 1 /2" —' 3 RADIO CABINET * ESTIMATED LENGTH FROM AVAILABLE INFORPvlA1 0N. FIELD ENGINEER TO UPDATE ON AS BUILT DRAWINGS. ANTENNA 'VOTES 1. ALL ANTENNA AND COAXIAL ANTENNA CABLE TO BE FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR. 2. COAX SHALL BE "AGGED WITH COLOR CODING AT (2) PLACES USING 1" WIDE WEATHERPROOF COLORED VINYL TAPE, AS FOLLOWS: 1 AT ANTENNA CONNECTION 2 AT ENTRY TO EQUIPMENT CABINET TO IDENTIFY THE SECTOR X = RED 0 DEGREES OR TRUE NORTH Y = WHITE 120 DEGREES OR E.S.E. Z = BLUE 240 DEGREES OR W.S.W. TO IDENTIFY THE PORT D = GREEN 1 = YELLOW 3. RUN COAXIAL CABLE WITH MINIMUM 12" SLACK FROM CONNECTION TO EQUIPMENT CABINETS AND EACH ANTENNA. FURNISH AND INSTALL MINIMUM (3) GROUND KITS PER COAXIAL CABLE PER ELECTRICAL DRAWINGS. VERIFY NUMBER OF ANTENNAS, CABLE, AND CABLE DIAMETER WITH PROJECT MANAGER. 4. ALL COAX CABLE WITHIN BUILDINGS SHALL BE INSTALLED, LISTED AND MARKED IN ACCORDANCE WITH NEC SECTIONS 800-49 & 800-50; AND 820-49 & 820-50. mo ANT -COAX ANTNOTES ANTENNA COAX CABLE SCHEDULE SCALE: NONE 13 ANTENNA NOTES SCALE: NONE 17 I SY S33G Tx TX S2G SIP SIG SAGE 174„x3„ 0 0 0 0 0 0 0 1 ®2)2Y2'"1 GAGE 4" x 0'-3" I f� TYP / 3/16 3 j/:-- 3/16' x 2" 3/16 4 - z - (2)�1 /2" BOLTS :� N U' I � f I , 1 11/2' 114 - 8"0 A325 BOLT TZO/RZO TZ1/RZ1 TYO/RYO TY1/RY1 TXO/RXO TX1/RX1 �— * / / --- -_ — -- - - -- — -- -- -- - - -- -- -- — GPS UNISTRUT P1000 240'AZ 12�ra? 0'AZ � 2" MAX CHANNEL NTEPW GUSSET CONNECTION SCALE: =1'—O" 114 JUMPER INTERFACE AT BASE STATION SCALE: NONE 18 ''/2" JUMPER CABLE (6 TYP)� 5300/P 53xbt/G 2x60/P 52X61/G S1x60/P Six(31G GPS POWER E(T CAB El USER ALARM Ti ALARMS GROUND GROUND o 0 GROUND O EXISTING TOWER LEG VERIFY DIAMETER' IN FIELD 2" X 3/16" SQUARE TUBE, TYR —T 3"0 PIPE ANTENNA FRAME 0 ANTENNA FRAME 14 k-4 UNISTRUT P1000 STEEL FRAMING CHANNEL 3/16 — UNISTRUT P1354 ADJUSTABLE HINGE Z W J W O w W 0 ANTENNA uj W W i i CABLES m m 1 1/2" COAX 1 CABLE 1/2" DIA. COAX CABLE (OR EQUAL) 5" MIN. BENDING RADIUS SCALE: 1; 2" =:; 115 1 GPS ANTENNA - 3" 0 PIPE, TYP 2" X 3/ 16" SQUARE TUBE, TYP I 1'P CLEAR 3 ANTENNA 4" RGS CONDUIT DUNDING KIT #2 AWG ISC'W SCALE: NONE 1 19 1 LEFT FRONT REAR 3.55" irn r CV DIM. 7 i 6" FEMALE SCALE: 1 -'2" =1 —o" 1161 ANTENNA DIMENSIONS 0 C I S 1 rn N I — CV 0 0 OW� SCALE: ,-1°—,�" 20 C-7) US WEST COMMUNICATIONS 450 110th AVENUE NE, ROOM 209 BELLEVUE, WASHINGTON 98004 PHONE (425) 451-6157 FAX (425) 451-6310 THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT !S FORBIDDEN WITHOUT THE WIRTTEN PERMISSION OF THE OWNER. 1] PB .ARCHITECTS SEaTTLE 303 B►TTgRY 31' w_3 ® (206) 443-9790 (202) 443-9875 RELEASE DATE FEB98 CONSTRUCTION SET 9FEB98 REVISED REVIEW SET 3MAR98 CONSTRUCTION SET REVISIONS NO., DATE 3\3 SITE NAME RENTON HIGHLANDS RENTON WATER TANK SITE NUMBER SEA044A SITE ADDRESS 3410 NE 12th STREET RENTON WA, 98056 U.S.A. SHEET TITLE ANTENNA DETAILS r----- SHEET NUMBER it A-4 11MMOPMENT P, CITY OF Rimlx:u;,4 [PLOT SCALE: MAY 0 7 PANT LIST TREES SYMBOL QUANTITY BOTANICAL IAAME COMMON NAME SIZE CONDITION + 3 TILLIA CORDATA LITTLE LEAF LINDEN 8'-10' HGT. B & B 6 PINUS CONTORTA SHORE PINE 8'-10' HGT. B & B SHRUBS SYMBOL QUANTITY BOTANICAL NAME COMMON NAME SIZE CONTAINER 0 26 MYRICA CALIFORNICA PACIFIC WAX MYRTLE 24" HEIGHT CONTAINER 0 51 OSMANTHUS DELAVAYI DELAVAI OSMANTHUS 21" HEIGHT CONTAINER G E N E R A L N10, 7117'�7�1 3" MULCH FORM SAUCER WITH 3" CONTINUOUS RIM �,�III..III SPECIFIED PLANTING MIX—=_ WATER & TAMP TO REMOVE AIR POCKETS 2 X BALL DIA. 1. ALL WORK SHALL BE PERFORMED BY PERSONS FAMILIAR WITH THIS KIND OF WORK AND UNDER THE k - SUPERVISION OF A QUALIFIED FORMAN 2. PLANT LOCATIONS ON PLAN ARE DIAGRAMMATIC AND MAY BE SUBJECT TO ADJUSTMENT IN THE FIELD BY LANDSCAPE CONTRACTOR. SHRUB PLANTING 3. PLANT TREES AND SHRUBS UPRIGHT AND FACE TO GIVE THE BEST APPEARANCE OR RELATIONSHIP TO ADJACENT STRUCTURES. SCALE: NOT TO SCALE 4. BACKFILL SOIL MIXTURE TO BE A SANDY TOPSOIL INCLUDING SANDY SOIL AND HIGHLY ORGANIC COMPOST. USE CEDAR GROVE 2-WAY TOPSOIL 5. PLANT TREES AND STAKE AS SHOWN IN DETAIL. 6. RAKE SOIL SURFACE SMOOTH AND FREE FROM ALL ROCKS, SOIL LUMPS, STICKS, AND OTHER DELETERIOUS MATERIALS. 7. AFTER PLANTING, COVER ALL AREAS WITH THREE (3) INCHES OF FINE BARK MULCH. 8. GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE 'FEAR AFTER ACCEPTANCE BY OWNER.. S �4 • PLANT SO THAT TOP OF ROOT BALL IS EVEN WITH THE FINISHED GRADE HARDWOOD STAKE 2" X 2" SET AT APPROXIMATELY 700 DRIVEN (MIN. 18") FIRMLY INTO SUBGRADE PRIOR TO BACKFILLING 2 STRAND TWISTED 12 GUAGE GAL. WIRE ENCASED IN 1" DIA. RUBBER HOSE AT 1 /2 TREE HEIGHT FORM SAUCER WITH 3" CONTINUOUS RIM --- f - ___ .-. --..._-----A wIuLCH F 1llll Ilan im IICI _t-I z SPECIFIED PLANTING MIX _ I— _ =I I E. WATER & TAMP TO REMOVE AIR POCKETS 00 II I I 11=11=111„II II � (I 2 X BALL DIA. r'B TREE PLANTING ANGLE STAKE SCALE: NOT TO SCALE I I I I. I I; ; ❑ IM O O O o c— O O ❑ I� ❑�, _ ❑ ❑ a ❑ LI o ❑ ❑ I ----- -----�-- —_ — 2� LANDSCAPE PLAN ���, F SCALE: 115, = 1,-o,, 1 EST US WEST COMMUNICATIONS 450 110th AVENUE NE, ROOM 209 BELLEVUE, WASHINGTON 98004 PHONE (425) 451-6157 FAX (425) 451-6310 s s i WASNINCTCN REGISTERED l�IDSC "ITECT / TAMES A. BRENNAN U CERTIFICATE NO. 453 THIS DRAWING IS COPYRIGHTED AND IS THE 'SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WIRTTEN PERMISSION OF THE OWNER. LEE• Rss"lom /rac xj f SITE NAME RENTON HIGHLANDS RENTON WATER TANK SITE NUMBER SEA044A SITE ADDRESS 3410 NE 12th STREET RENTON WA, 98050 U.S.A. SHEET TITLE LANDSCAPE PLAN ' °. 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