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HomeMy WebLinkAboutLUA96-138 - Large Format7 (EX) TRAFFIC SIGNAL BOX— (E)0 PAD MOUNTED TRANSFORMER (EX) TEL MANHOLE "�' (EX) POWER METER (EX) EASTWAY CENTER BUILDING ' SINGLE STORY � PROJECT AREA SEE ENLARGED PLAN r 5HT. A-1 FOR ADD. INFO (EX) SHRUB, TYP--� i I A� iJ —UP -- POWER LINE (BURIED) -----Cfz- POWER LINE (OVERHEAD) GAS VALVE --- UT — PHONE L INE (U5W ) LATCH BASIN (EX) UTILITY POLE (EX) EXTRUDED CONG. SECTION LINE N ,RANGE J NO, 15g CURB SITE NE. 4TH STREET - APPROXIMATE (EX) FIRE 9 10 EX) WATER METER ET ' r (EX) CONCRETE 0 Q HYDRANT LOCATION , _l EX) POWER VAULT ---``9 SIDEWALK nl 1(0 15 -('EX) 3' ROAD d UTIL EASEMENT T ' W 1 G , (EX) '� T— — (EX) (o' TEL EASEMENT Z r+ 1 PLANTER ( F� _ X) 10' POWER EASEMENT i �. E , (EX) ASPHALT lu (EX) 51GNJ I G' (E) INGRESS 3 EGRESS r EASEMENT (EX) PLUMBING JOINT STORAGE BLDG I I II T SINGLE STORY � � l j Ty (0 4 ul ul ,� •—. �—(EX) STEEL CONTAINER l — — (Ex) POWER I METER NOTE: l (EX) TEL RISER BURIED UTILITIES EXIST IN THE AREA Z NO, 3929 AND UTILITY INFORMATION SHOWN MAY :3 0 I NOT BE COMPLETE. CONTACT THE ONE- I in (EX) GRAVEN I CALL UTILITY LOCATE SERVICE A MINIMUM ACCESS \ OF 4E, HOURS PRIOR TO CONSTRUCTION 1- 500 - 424 - 5555 l CHAIN LINK FENCE _ R.O.W. �W 1 r ��' (EX) ASPHALT in I I (EX) PLUMBING JOINT I I I 10 MAIN BUILDING r-- I NOTES: I V i 1) THIS DRAWING IS A DIAGRAMATIC REPRESENTATION I �V j PROPERTY LINE (TYP.) J ONLY, CONSULT EXISTING 5URVE-f FOR EXACT PROPERTY CORNER (TYP.) l PROPERTY LINE INFORMATION AND BUILDING LOCATION 2) 51TE PLAN REPRODUCED FROM SURVEY BY DUCANSON COMPANY, INC. OB6160.031, OVERALL SITE PLAN -- -- ---- ---- ------ - ---- -- --- - SCALE: 1' = 30'-0" PROJECT MANAGER SURVEYOR JM CON5ULTING GROUP, INC. DUNCAN50N COMPANY, INC. 500 106TH AVENUE NE, 5TE. 1150 13625 MARINE VIEW DR 9W BELLE'✓'JE, U1A e6004 SEATTLE, WA 38166 TEL: 20(o -63l -8650 TEL: 206-524-363a FAX: FAX, 206-a24-3706 CONTACT:JIM TRUHAN CONTACT: HAROLD M. DUNCAN60N ENGINEERS ARC+- ITECT ELECT. FRALEY/STRIGKER ARCHITECTS TRAvIS, FIT-71AURICE, 4 A55. INC. 202 LAKE: WASHINGTON BLVD. 222 EUTRURIA, SUITE 200 SEATTLE, WA 98109 SEATTLE, WA 38122 TEL: (20(o) 285-1228 TEL: 206 - 32 4 - 480'0 57RUCT. FAX: 206 - 322 -2C-15 MCLAREN, RETER50N t A55. CONTACt:WGYNE MILLER 820 JOHN STREET SEATTLE, WA 98109 TEL: (206) 622-4560 _ CONSULTANT TEAM AIC AIR C'CabITIC" I EL ELEV ELEYATYN M1 MET: STL. ST EEL ADJ. ADAJSTASLE I ELEC ELECTRICAL "IR MAKFACTUPER SfliL. STIHLtIRAL APPRCX APPRCXMATEi7 E" E'7JR4NT `W 1,1114"j. S.Y SWET'.MTL ASTM 419FWAN bxlETT EW EACW WAT MISC MWCFL:ArECUg SOW SOEDLLE FOR TEStWi Ex. EXIOTNO 4C MATERIALS I EK? EXTERIOR N NCRTFI Tww TNwIYII AYG MtERKiW IUGE u4Y>� fiiw NA NUT APPLIGIBLE we TN1ED % CEN' FLOOR WC kc, N CONTRAC TOL. TOP OF CCNVRETE BLDr. BUILDNG FLR iR FLOOR NIS hCT TO SC ALE TL1T TOP OF MAS�)Wy Bu: BLOCK FT FOOT OL. ON CPim TIP TVPIC-4 0* VALDEYa STAtCARD GA Ad10E I OD OU!S®E DtAMPEi TS am STEP: a13 CF1LW C.&v G&VAMMD) om � ,� „~ &Xcl,y. CLR CLEAR C.C. <04 c4l r 7L II OPP .7PPt78RE CODE CTTL C.'aa"RETE MAk RT G>"V Gwapc PL PLATE wD Lbtlw NC.ED ,NIT am GTPSVY tIALL f1D� PLIYG. a ywolm OT1� CON:. C04C ETE LOW kAgc4ccv I PR PAIR UL DER' `AC CONST. C06TRICTICN NORIZ .kRCCNTAL I PREFAB. PIE FABRICATED VERT. VEtTICAI COWT. Co. CO -mom CCWAMT w f fiCT P E K ~TI EFL wT ,EWT PROF k T DBL. DOWLE WAC IEATNG" YENtW FT PWSSUIE TREATED I W aw DLL T DIAPETER AIR CO1t (TKWM Ra D � Lrrw DIAG. DIAC.111L I ID. WIDE D14 RM Rl ROpi WM WH IWCYD IK D!'M M NCN RC. RAYON CF'ENPH6 w 11T1i01R ON ON DpJIJ NFO EFORTATiCN tip I ww. PONT TL D NSIL NSLLATICINI S ° H (� D DRALM aR. MERIOR 817T seer AW.LE SEt $Pit, t / AIO E EAST Ld S) P uw(S) 5PEC SPECFKI.TION Q C94PM LIE EA EAC+' w 52LARE PR7PEi77 LlE MAX MAXK" SD STAKES$ STEEL • At 1` C MECLyYCAL wim --� REVISION A-z DETAIL RNCE -- L SECTION REFERENCE KET NOTE (b ELEVATION RIEFERENCE ABBREVIATIONS 8 S'TM BOLS NOTE LEGAL DESCRIPTION REPRODUCED FROM SURVEY BY DUCANSON COMPANI INC. N96160.031, 9116/96 THE NORTH 250 FEET OF THE WE5T I& FEET OF THE EAST 231 FEET OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 1(o, TOU.NSHIP 23 NORTH, RANGE 5 EAST, U).M-, IN KING COUNTY, WASHINGTONt EXCEPT THE NORTH 30 FEET THEREOF FOR ROAD. 51TUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. � LEA AL DESCRIPTION z H z I I- 3 NE 12 T 4 titi of W Z z V U UJI z `^ v z Z NE 5TH _ r NE 4TH p N E 3RD C Q Shill VICINITY M,4P ----------i N.T.S. AfPPL ICANT !TE NA1�E: AN ED � E) A T E G; TNT FL�li'�15NG JOINT TE NUr-15ER: UIJA0051 � LA<E <AT��'LEEN PARCEL " 092305-eO31-04 GTE 2821 NORTHUP, SUITE 200 BELLEVUE, WA WW4 CONTACT: . TEL: TELCO CONTACT: HANK DAVID TEL: 206-139-50!0 SITE ADDRESS: OWNER: 3929 NE 4TH STREET DONALD PALMER RENTON, WA 9805(o 351 UN ION A VE NE RENTON WA 98059 PROJECT DESCRIPTION: GTE PROPOSES TO CONSTRUCT AN UNMANNED TELECOMMUNICATION$ FACILITY CONSISTING OF,4 THREE -SECTOR ANTENNA ARRAY WITH (4) ANTENNA PER SECTOR, (2) PRESENT AND (2) FUTURE, (12) TOTAL AT TOP OF 144 50' MONOPOLE AND A 515 5Q FT PROJECT AREA CONTAINING TRANSMITTER EQUIPMENT, BUILDING INFORMATION: 'ONING: CS CONSTRUCTION TYPE: STEEL MONOPOLE TOWER OCCUPANCY: U2 CODE: UBC 1994 r ENERAL INFORMATION: 1. PARKING REQUIREMENTS ARE UNCHANGED 2. TRAFFIC 15 UNAFFECTED 3. NO 51GN4GE IS PROP05ED 4. NO SITE GRADING IS PROPOSED PROJECT SUMMARY" PAGE NUM R: T-1 a -I A c_ -1 DE5CRIPTION: TITLE SHEET, OVERALL SITE PLAN, GENERAL INFORMATION ENLARGED SITE PLAN i ELEVATION ANTENNA; EQUIPMENT, t M15CELLANEOU5 DETAILS ELECTRICAL NOTES $ SCHEMATICS SURVEY I 5�4EET INDEX I DOCUMENT REVIEW GTE - RF — DATE GTE - RF MGR -- — -- — DATE GTE - 5CM ---- DATE JMCG - PE --- -- - -- -- SATE JMCG - 5AR - -- DATE JMCG - LUP -- — - -- DATE PROF.OU.NER — -- DATE DATE APPROVALS DATE 2821 NORTHUP, SUITE 200 BELLEVUE, WA 98004 206-739-5000 RELEASE DATE 10/ll/9(o ZONING SET 10/IS/9 ZONING SET 10/21/9( CONSTRUCTION DWGS REVISIONS NO. DATE /2 A� FRALEY / S'TRICKER ,ARCHITECTS, 2M L QM WA,%fW4GT N BOULEVARD SFATrLE, WASIUTGTON 98M TEL 20Wn4-4" FAX 20WM-M5 PROJECT ": 9&30.02 SITE NAME I C,4ND S ATE ll(:S li T44E PLU1 151NG J10INT 51TE NUMBER ui1400E-1i LA'« <4T�4LE'E_-_N S ­ITE ADDRESS 3929 NE 4TH STREET RENTON, W,4 �38O5ro SHEET TITLE OVERALL SITE PLAN PROJECT INFORt IATION SHEET-- :NO-15E `c T I i PLOT SCALE: KATATJ81$I'o (EX) TRAFFIC SIGNAL BOX (EX) PAD MOUNTED TRANSFORMER __�\ (EX) POWER METER (EX) EA5TWAY In, -0' CENTER BUILDING SINGLE STORY 4' -C' 4' -0' 4' -0' LIGHTNING ROD c� EL. 4533' TOP OF ANTENNA EL. 4512' PROJECT AREA - — — --6E — 3'-0' WIDE GATE SEE 5/A2 �n ANTENNA PLATFORM ABOVE, SEE — ANTENNA PLATFORM SEE 1/42 STEEL MONOPOLE SEE 2/AI UTILIT`t' 5ERvICE MOUNTING FRAME Uy STEEL MONOPOLE CABLE RUN w BY OTHERS, = VERIFYHEIGHT SEE 3/A2 uJ EE U W/TOWER MFR. 0! TRANSITION VAULT O FUTURE EXPANSION r,'-O' HIGH CHAIN LINK AND COAX CONDUIT, EQUIPMENT CABINET FENCE WITH 3 STRANDS VERIFY WITH MFR - OF BARBED WIRE 15' X 16' GONG EQUIPMENT PAD — UTILITY 5ERvICE SEE 4/42 MOUNTING FRAME 9 i BT5 EQUIPMEN EQUIPMENT CABINET � ON CONCRETE PAD FUTURE EQUIPMENT—� • � (EX) PLUMBING JOINT NOTE: 3'-0 WIDE GATE \ STOP -AGE BLDG. EQUIPMENT SHOWN FOR COORDINATION PURPOSE5 TRANSITION VAULT - '— - __ -`— --- --- GRADE -- --- -- &'-0' NIGH FENCE EQUIPMENT SLAB WITH 12' OF 3 5TRAND BARB WIRE AT TOP — EL. 403.3' — 3'-0' WIDE GATE ASSUMED POLE T J SEE 8/A2 FOUNDATION BY OTHERS (Ex) SHRUB, TYP. — (EX) UTILITY POLE (EX) EXTRUDED GONG. NO. 159 CURB (EX) WATER METER (Ex) POWER VAULT 'EX) 6'+/- WIDE CONC. SIDEWALK AL (EX) 3' ROAD 4 UTIL EASEMENT X (EX) ro' TEL EASEMENT /� -- — — — — — — — — (EX) 10' POWER EASEMEN (EX) A5PHALT PROPOSED ROUTE OF UNDERGROUND UTILITIEl SEE ELECTRICAL DWG5 (EX) TEL RISER NO. 3`J29 SOUTH TOUTER ELEVATION SCALE: I/8"=V-0' I I I ENLARGED SITE PLAN SCALE: 1/S"=I'-@' 12I 2821 NORTHUP, SUITE 200 BELLEVUE, WA 98004 206-739-5000 RELEASE DATE 10/II/96 ZONING SET 1011619� ZONING SET 10l21/96 CONSTRUCTION DULs5 FRAL -Y / STRICKER A R C H I T E C T S 2M LAM WAS1FN GTON BOULEVARD SFATTLF. WASHR40TON 98M 1Ua 2W324-4" FAX 2W322-2M PROJECT *: 9630.02 SITE NAME 11 CANDIDATE "Cx TI4E fi LUr'18ING JOINT 51TE NUMBER LLUA0057- LAKE K4T�4L E EN SITE ADDRESS 3929 NE 4T�4 5TREEi RENTON, WA 98m5(o [SHEET TITLE PLATFORI" i LAN ELE\/AT!ON ENLARGED SITE PLAN 1 !�uEET NUMBE; I I PLOT SCALE: 14 KATAI AC. c-R� 0 GENERAL NOTES: NOTE: ONE EDGE OF ANTENNA MOUNT PLATFORM TO BE ORIENTATED CONTRACTOR TO --- I 1> CONTRACTOR TO NOTIFY PROJECT MANAGER OF ANY DISCREPANCIES WITH THE --SECTOR A - (30'): ,;,_Cn, 2�-� PROPOSED LAYOUT PRIOR TO PROCEEDING. 30' OFF OF TRUE NORTH (AZIMUTH, (2) DIRECTIONAL TO PROVIDE t INSTALL 2) ALL PIPES, BRACKETS, PLATES, CONNECTORS AND MISC. HARDWARE TO BE HOT -DIPPED 30' TRUE NORTH) �-� i PANEL ANTENNAS, (2) 4' CONDUITS FROM - GAL'VANIZED UNLESS OTHERWISE NOTED. (0, TRE NORTI.1) ------ (2) FUTURE PANEL EQUIP CABINET TO 3) IN57AI-L ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURERS 30' ANTENNA TRANSITION VAULT RECOMMENDATIONS UNLESS SPECIFICALLY INDICATED OTHERWISE OR WHERE LOCAL CODES AZIMUTH --- _ --- /N PER MFR. OR REGULATIONS TAKE PRECEDENCE. � J - - - - I 4) PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC - MFR. TO PROVIDE -; OUTLINE ONLY UNLESS NOTED OTHERWISE CALL BE1=0RF YO',� IGIIIII ------ r`. _ _ KNOCKOUT FOR CONDUIT �J IN EQUIP. CABINET o:WTENNA NOTES 1 / 1) ALL ANTENNA AND COAxIAL ANTENNA CABLE TO BE FURNISHED / INSTALLED BY OTHERS. �u ------ OUI NT FOUNDATION NOTES SECTOR C - (210'): TRANSITION VAULT------ (2) DIRECTIONAL \ i) ALL CONCRETE SHALL BE MADE FROM TYPE 2 CEMENT AND SHALL HAVE A \ PANEL ANTENNAS, MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 2800 P.S.f. AT 28 DAT"$. (2) FUTURE PANEL MAXIMUM 51ZE OF AGGREGATE SHALL NOT EXCEED 3/4'. SLUMP TO BE 2' TO NT SLAB 5'. ANTENNA ; r SEE 4EQUIP MEME-' 2) ALL CONCRETE SHALL BE CONSOLIDATED BY INTERNAL VIBRATION IN n ACCORDANC-F WITH A.C.I. STANDARDS RECOMMENDE:. PRACTICE FOR ------ CONSOLIDATION OF CONCRETE 3) ALL COLD WEA TIHMR 40T WEATHER CONCRETE PLACEMENT SHALL BE IN - \ I ACCORDANCE WITH A.C.1, 57ANDARDS. `- - - - -- � —\J 4) ASSUMED SOIL BEARING PRES51JRE OF ,OM PSF, SECTOR B - (150') RADIO EQUIP. CABINET, ING 501E TO BE UNDISTURBED NATURAL SOIL OR ------ BEARl2) DIRECTIONAL VERIFY MFR. AND COMPACTED STRJCTURAL FILL AS APPROVED BT PROJECT MANAGER �_ PANEL ANTENNAS VERIFY WITH 5> ALL NEW SOIL AND SAND I.'�ICER FOUNDATION SHALL BE COMPACTED MINIMUM 9590. (2) FUTURE PANEL PROJECT MANAGER.—� I MINIMUM REQ'D CLR. 6 I UNDER FOUNDATION ALL EXISTING VEGETATION IS TO BE REMOVED TO A DEPTLI OF ANTENNA MOUNT PLATFORM ANTENNA I SPACE AROUND ' 6' BELOW GRADE AT TOP OF MONOPOLE± SEE FUTURE EQUIP. CAB. ---�" \ J EQUIP. CABINET. REINFORCING STEEL _ MANUFACTURERS SHOP ANTENNA DESIGNATION D1166 FOR ADDITIONAL INFO CALLOUT, TYPICAL (SEE NOTES) NOTE: EQUIPMENT CABINET SUPPLIED AND INSTALLED BY OTHERS. THIS DETAIL IS I) ALL REINFORCING STEEL SHALL BE ASTM A615 GRADE 60 BARS. FOR INFORMATION ONLY, CONTRACTOR TO VERIFY ALL CABINET REQUIREMENTS. ASTM A185 STEEL MESH. (ALSO SEE SPECIFICATION5) T 0WER FLATFOR"l PLAN SCALE: 1/4' _ ! -L' ' PLAN - EQUIPMENT CABINET 1/41 TRANSMITTER EQUIPMENT CABINETSt PROVIDED AND INSTALLED EQUIPMENT CABINET BY OTHERSt CONTRACTOR TO 12 GA GALV CABLES FURNISHED t INSTALLED BY I VERIFY MOUNTING REQUIREMENTS METAL SHROUD GTE, CONTRACTOR TO COORDINATE WITH MANUF,4CTURER5 INSTALLATION W/ PROJECT MGR MTS. COAX �n SUPPORT BLOCKS \ -- KNOCKOUT PLATE, / OR OWNER SEE ELECTRICAL SHEET APPROVED I-5/8' UNISTRUT CHANNEL _� EQUAL , AT 3 -0 . O C. HORIZONTALLY 8' CONCRETE SLAB ON GRADE --- - W/ 6x6 x W25ALC.5 WELDED WIRE EXPANSION - BOLT (TYP.)T —6' COMPACTED, CRUSHED ROGK -- ------ IL 0 GRADE PER 51TE PLAN THIS 5HEET ��- SLOPE TO DRAIN AWAY FROM PAD G a d 0 �_ ------_—.---------3----•_`---------------—�--- - _ __ - - �4 ---. 7- --- --_-- ---- - IIILill- III i_- 1 111_ lil II -1' j� ,�j o �3' c re ° .I• -l1(-1 I I-1 I I TI-1 1=11 I=4 I —CONCRETE PAD j ` { Y • i ti i , '~ - MINIMUM REBAR COVER: MIN. f { , AT FORMED SURFACES DIMENSION TO BE DETERMINED BT _ + ° el�- 'I 3' AT UNFORMED SURFACES SIZE AND NUMBER OF CABLES AT BAR AT 16' oC TYPICAL TO FROSTLINE.,PERIMETER I'-6' MIN 1 � —* olt \-- (2) "4 BAR, CONTINUOUS TOP TYP ALL AND BOTTOM AROUND SEE FOUNDATION NOTES, THIS SHEET, FOR ADDITIONAL INFORMATION WAVE GUIDE DETAIL r _ 1'-�' 3 SECTION - EQUIPMENT FOUNDATION 10' -O' ---- 3 - 0' TYPICAL PANEL GATE � --3 STRANDS OF BARBED WIRE I � MOUNTED ON KNEE BRACE 1 AS SPECIFIED I 6'-O' FENCE POST - — KNEE BRACE TO OUTSIDE 4' OF 5/8' x. 1/4' CLEAN, Q r ( CRUSHED ROCK WI rH NO S FINES WITHIN PROJECT AREA - L �TCP RAIL U I (-LINE OF EXISTING GRADE 'n -�'— MIN ESN TO FINISH GRADE (EX) GRADE I !` b' MAX] I t !I SITE GRADING I t TRUSS OR TENSION t t I I 2 0 a; t t ROD AS REQ'D I I I t ��"_. LL ►- w --STRETCH BAR d) _Z i I BOTTOM TENSION I I I I_ I I WIRE--� I 1 i I LON. FOOTING T -J L-J18'C DIAFOOTING a GATE AND GATE POSTS, 12'0 AT LINE � CHAIN LINK FABRIC SEE LATCH AND CORNER POST POSTS, TYP. NOTE 01 2' DIA. FOOTING GENERAL NOTES 9 LINE POST I. GATE POST AND CORNER POST: 2-1/8' OD. PIPE, 5CHED 80 ASTM•FI083 5, TIE WIRE: MINIMUM 11 GA, GALVANIZED STEEL - - 2. LINE POST: 2-1/8' CD. PIPE, Sr -WED 80 45TM-FI083 6. BARBED WIRE: DOUBLE STRAND 12-1/2 OD. TWISTED WIRE TO MATCH FABRIC WITH 3, GATE FRAME: 1.90' OD., SCHED 80 A6TM-F1083 14 GA., 4 PT. BARBS SPACED ON APPROXIMATELY 5' CENTERS 4. TOPAND BRACE RAIL ibb O.D. PIPE, SCHED 80 4STM-FI083 1. GATE LATCH: 1-316 O.D. PLUNGER ROD WITH MUSHROOM TYPE CENTER CATCH ll:�TAND,41RD GATE TITLE scALE 9 2821 NORTHUP, SUITE 200 BELLEVUE, WA 98004 206-739-5000 RELEASE DATE 10/21/96 CONSTRUCTION DUJGS F ALEY / STRICKER c A R C H I T E C T S 202 L QM WASHMTON BOULEVARD SEATMFr WASHINGTON 98M TU 206✓M4-4" FAX 2W-M-MS PRGJEC T ": 96,30,02 SITE NAME CANDIDATE 11G;11 THE FLUM5ING JOINT II61TE NUMBER WAO057 - LAKE !<ATLEEN SITE ADDRESS 304`:� NE 4Ta4 STREET RENTON, 114 9a05& 51-4EET TITLE ANTENNA, EOL IlFt" PENT & MISC. DETAILS St-iEET NUMBER r; PLOT SCALE: KATA2 AC-(t-�(- l-38 Cr t*-. 4To z Az o ,I p�' i0/18/'36 I .,I ELECTRIC4L �88REVI�TIONS!SY1" �SOLS CU COPPER O METER BASE O.H_ OVERHEAD T R TYPICAL JUNCTION BOX O.C. ON CENTER CA. CONDUIT ONLY ® SPECIAL RECEPTACLE,I GA, GAUGE AS NOTED EXIST. EXISTING WP WEATHERPROOF PUD PUBLIC UTILITY DISTRICT SURGE ARRESTOR ❑� D13CONNECT SWITCH O GROUND ROD O.D. OUTSIDE DIAMETER MIN. MINIMUM CONT. CONTINUATION © HAND HOLE C3ENER,4L NOTE FOR 4LL SYSTEMS) THE ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL LINE VOLTAGE CONDUIT, WIRING AND LOW VOLTAGE CONDUIT ALL FINAL CONNECTIONS TO THE EQUIPMENT ARE TO BE OF FLEXIBLE WEATHERPROOF CONDUIT TO MEET UNIFORM BUILDING CODES. DIAGRAMS ARE SCHEMATIC AND ACTUAL WIRING OF ALL EQUIPMENT SHALL BE PEED BASED ON EITHER MANUFACTURER'S RECOMMENDED CONTROL DIAGRAMS OR CONTROL CONTRACTOR'S APPROVED SHOP DRAWINGS. WRITTEN APPROVALS ON ALL EQUIPMENT AND CONTROL WIRING DIAGRAMS ARE REQUIRED. GENERAL ELECTRICAL NOTES I. COORDINATE WORK WITH PUBLIC SERVICE COMPANY 4 PROPERTY OWNER/MANAGER 2. ALL WIRING SHALL BE COPPER THHN/THWN INSULATED COPPER 3. REVIEW 4 ALLOW FOR EXISTING CONDITIONS 4. CONTRACTOR SHALL PAY ALL PERMITS, FEES, AND SHALL BE RESPONSIBLE FOR ALL REQUIRED PERMITS, COORDINATE INSPECTION AND OBTAIN BUILDING OWNERS APPROVAL. B. ALL ELECTRICAL WORK $HALL CONFORM TO THE REQUIREMENT OF THE NATIONAL ELECTRICAL CODE NEC, 021W) AS WELL AS APPLICABLE LOCAL CODES. (o. ALL ELECTRICAL ITEMS SHALL BE U.L. APPROVED OR LISTED. 1. ALL WIRING INSIDE THE BUILDING SHALL RUN IN E.M.T. ALL WIRING OUTSIDE THE BUILDING SHALL BE GALVANIZED RIGID STEEL CONDUITS AND WATER TIGHT. 8. WORK INCLUDES ALL LABOR AND MATERIALS DESCRIBED BY DRAWINGS AND SCOPE OF WORD, INCLUDING INCIDENTAL WORK TO PROVIDE COMPLETE, OPERATING AND APPROVED ELECTRICAL SYSTEM. GENER4L GROUNDING NOTE: 1) GROUNDING LAYOUT MAY VARY DUE TO SITE SPECIFIC CONDITIONS. 2) THE BUILDING GROUND LOCATION SHALL BE APPROVED BY THE PROJECT MGR NOTIFY PROJECT MANAGER OF ANY DIFFICULTIES INSTALLING THE GROUNDING SYSTEM DUE TO SITE OR SOIL CONDITIONS, 3) GROUND TEST: CONTRACTOR SHALL PROVIDE TEST OF THE GROUNDING SYSTEM BY A CERTIFIED TESTING AGENT. PROVIDE INDEPENDENT TEST RESULTS TO THE PROJECT MANAGER FOR REVIEW. GROUNDING SYSTEM RESISTANCE TO EARTH GROUND SHALL NOT EXCEED 5 OHM$, IF THE GROUND TEST EXCEEDS THE MAXIMUM OF 5 OHMS, CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ADDITIONAL GROUND CONNECTIONS AS REQUIRED. 4) ALL GROUND WIRE SHALL BE TIN COATED AND GREEN INSULATED WIRE, UNLESS OTHERWISE NOTED. PROVIDE GROUND CONDUCTORS TO GROUND RODS AS INDICATED ON GROUNDING PLANS. GROUND RODS SHALL BE 5/8" x 8'-0" COPPER CLAD STEEL RODS AT 8'-0" SPACING. PROVIDE TEST LEADNJELLS AS INDICATED. 5) CONNECTIONS: ALL ABOVE -GRADE INTERIOR GROUNDING CONNECTORS SHALL BE DOUBLE -LUG COMPRESSION TYPE. ALL BELOW -GRADE AND EXPOSED EXTERIOR GROUNDING CONNECTIONS TO PERMANENT EQUIPMENT AND FIXED BUILDING ELEMENTS SHALL BE CADWELD TYPE EXCEPT AS OTHERWISE INDICATED. CONNECT CABINET DOOR FRAME TO GROUND USING STAINLESS STEEL SELF -TAPPING °,CREWS WITH DOUBLE -LUG COMPRESSION CONNECTORS. VERIFY CONNECTION LOCATIONS AND MATERIAL TYPES TO AVOID POSSIBLE GALVANIC CORROSION. 6) ALL EXPOSED GROUNDING CONNECTIONS TO BE COATED WITH ANTI -CORROSIVE AGENT SUCH AS "NO-OXY", "NOALOX" OR "PENETROX". VERIFY PRODUCT WITH PROJECT MANAGER 1) ALL BOLTS, WASHERS AND NUTS USED ON GROUNDING CONNECTIONS SHALL BE STAINLESS STEEL. r 8) RACEWAYS: ALL EXPOSED GROUNDING CONDUCTORS SHALL BE ROUTED IN PVC RACEWAY. PVC RACEWAY MAY BE FLEXIBLE OR RIGID. GRCUND CONDUCTORS SHALL NOT MAKE CONTACT WITH ANY METALLIC CONDUITS, SURFACES OR EQUIP. C4L L BEFORE �'OU D f r !! ELECTRICAL / GROUNDING NOTES SIDE ELEVATION 1-5/8" UNISTRUT SPACED AS REQ. FOR INSTALLATION OF EQUIPMENT (3) TYPICAL ELECTRICAL AND TELCO EQUIPMENTt VERIFY EQUIPMENT REQUIREMENTS WITH PROJECT MANAGER PS200 UNISTRIT POST WITH 1/4" SEAL PLATE WELDED IN TOP LINE OF CONC PAD 6 "x6"xl/4" 1411% UT FRONT ELEVATION CONCH PlAD NOTE: I, 36" MINIMUM CLEARANCE REQUIRED BETWEEN INSTALLED ELECTRICAL EQUIPMENT AND ANY OBSTRUCTION 2. LOCATE BOARD PER ARCHITECTURAL PLANS 3, SEE ONE -LINE DIAGRAM, THIS SHEET FOR ADDITIONAL INFORMATION ELECTRICAL SUPPORT BOARD SCALE: EQUIPMENT WITHIN DOTTED AREA IS A PREPACKAGED EQUIPMENT WITHIN DASHED AREA IS PART PANEL (SERVICE ENTRANCE RATED, 200 AMPS, 120/240, SINGLE PHASE, 3 WIRE, THE EQUIPMENT CABINET PACKAGE (Nil 6044Z IN A WEATWERPROOF ENCLOSURE) E-G POWER SOUMETER BASEI�E -----,-----, (BY COvTRACTORl( I — — — — — — - 15 "C, 3.2 �j�'� I 14 GNO I I 4- b i I i I I 25"G (3) 4/0 FUTURE 4 (IA/0 GROUND I.I I PANEL ( PANEL, I DP I DP I I FROM UTILITY }- 5UR51f I I I I I I CONNECTION TECTCs, I I I VC, WITH FULL I I I I STRING (200 b) I INCOMING TELEPHONE TELCO SERVICE - -, SERVICE ENENTRANCE' --- -- -- -- GROUND #2 AUG PRE -PACKAGED EQUIPMENT CABINET GROUND RODS✓ - OR AT RODS AS REQ vSRIFY W/ PROJECT MANAGER ONE LINE DIAGRAM PANEL OPTION SCALE: NTS 2 ANTENNA COAX GROUNDS FROM UTILITY CONNECTION ��2-7"C, (3) 4/0 4 (1) 1/0 GRND (120/240 VOLT, SINGLE PHASE) (M METER BASE APPLETON CONNECTOR OW40Y • SERVICE RATED AR20044RS RECEPTACLE max° DISCONNECT SWITCH 120na0v, 3W aP • J 42 KAIC, NEMA 3R EQUIPMENT WITHIN 4 •N 200A 2-POSITION MANUAL TRANSFER SWITCH DASHED AREA IS PART 15"C 3r1 I • OF THE EQUIPMENT " GND Lr---i :ABINET PACKAGE (NIC) — — — _ 25"C, (3) 4/0 t (1) 1/0 GRND F1ITURE I I SURGE ARRESTOR $A PANEL i PANEL i __ _ 25"C, (3) 4/0 4 « � (1) I/2 GRID INCOMINGPANEL 200A PANEL TELEPHONE I I 2-100A 2P L J BREAKERS - 1 TELCO SERVICE 42 KAIC, NEMA 3R NOTES: ENTRANCE 1. DIAGRAMS !S FOR IW<M-1ATION ONLYt REVIEW AND MODIFY FOR SITE SPECIFIC CONDITIONS 2. SERVICE CONSISTS OF 200 AMP, 120/24OV, SINGLE PHASE. 3. ALL PROTECTIVE DEVICES SHALL HAVE AN INTERRUPTING RATING EQUAL TO OR GREATER THAN THE AVAILABLE SHORT CIRCUIT CURRENT. 4. THE COMPLETE ELECT SYSTEM SHALL BE GROUNDED iN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE 5. INDOOR ENCLOSURE SHALL BE RATED NEMA I, OUTDOOR MOUNTED ENCLOSURES SHALL BE RATED NEMA 3R ONE LINE DIAGRAM SCALE: NTS 3 ANTENNA RACK (OR AS INDICATED) COAX GROUND BAR AT ANTENNA LOCATION COAX GROUND BAR AT TOWER BASE 02AU.G CU STR IN PVC RACEWAY TO 12" BELOW GRADE (TYPICAL) CADWELD CONNECTION TOWER BASE (TYP 3 PLACES) (02AWG CU) TO TRANSITION vAULT GROUND FENCE CORNER PASTS (TYP) — UTILITY SUPPORT BOARD GROUND GROUND FOR TRANSMITTER EQUIPMENT 1 GROUND RING SURROUNDING PA r'AWG CU TO FOUNDATION REBAR -� GROUND ROC AT CORNERS AND \ AT MINIMUM V INTER`✓ALS OR XIT RODS AS REQUIRE NOTE: PROVIDE INDEPENDENT ELECRICAL SERVICE GROUND PER LOCAL UTILITY REQUIREMENTS THIS DETAIL IS FOR INFORMATION ONLY, VERIFY SPECIFIC GROUNDING REQUIREMENTS WITH PROJECT MANAGER z ROUNDING DIAGRAM — SCALE: NTS L4 2821 NORTHUP, SUITE 200 BELLEVUE, VA 98004 206-739-5000 RELEASE DATE 10124/S4 WNSTRUCTION DWG REVISIONS NO. DATE a � . A3 l4 FRALEY / 91 RICKER ARCHITECTS 2M t.4KE WASH 401M B00MAM SEA'rrLP, WASkiff40 PON 9 IM 206✓324'•4900 FAX 206✓372-2M PROJECT ": 9630.02 SITE NAME %AND IRATE "C-s" TIE F'LUMSINC; JOINT I SITE ITE NUMBER W,4005-1 - LAKE <4T�4LEEN SITE ADDRESS 3929 NE 4TN STREET' RENTON, W,4 98m5�o SHEET TITLE DET,4I"! 814EET NUMBER Z a z �— ® o PLOT SCALE: 02ZAI ZL id cT0/24/96 u,