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HomeMy WebLinkAboutLUA 97-049 - Large Format NOTE: Kroll Maps are compiled from Official Records and Field Surveys. They are produced for reference use only and no warranty is expressed or implied. 34 a * 14 3; ~CS~™S — — 628 3/ - — 300 . 830 J 30) 30 : | Hs Hugh A. & June M. Walter R.L. Hurd 2 i $ 3.81 Ac Cz I ee ee Clifford Marshall eng ° Hl iBL.5 fl 10414 [79159 ~ BO | or | f—1S> ES \ ° | lo o Albert W. Banks hy Rk. Heard Wye -~ ” i 3 BAS i 6) 0.50 —_— l g FF 2,50 Ac. 357Ac. . WR ak /y (96), - ic - fi 91.33 457,22¢ © |, = ; ; 101.23 és gf 68.74 750 [160.18 160.14 160.15 ¢ 12.24 Ac. 5 call 2 712.56 I > o £ § f& gf al + a @ be B® 0.63 Aco|S 3: 1 ae leds b ¥ ¥ le os Ac. bile @) IS ¢ : 4] a Lae’ 7-~ iS elles 1 o- rot Ce fot LD aes | (1) (2) (3) @in= 30V t Loth4 Os apo ow £ SH BS fet 112.56 Ll - m PF 1s > sl 2 (3 J8°@85.77 Acres “] p2 a wc SB mn al S.A. 486040 723 aA : a) it 2 re i seh Hf , “Ca = | A ~ 3 gi Outs 7 a = pole 100.73 96.05 | gd By fe i Ac "| o.gate LIS Ac 1.20 Ac Q. 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LEGEND RAILROAD BUILDING HOUSE NUMBER Seana Co abe 7 ef, US WEST COMMUNICATIONS SITE NO:: SITE NAME: CITY: COUNTY: STATE: DESIGN TYPE: SHEET INDEX LEGEND — C1-D SHEET TS1—D SEA 047— SUNSET HWY SELF STORAG RENTON KING | WASHINGTON INDOOR EQUIPMENT AND MCNOPOLE SHEET INDEX CIVL = C , STRUCTURAL = S , ELECTRICAL = E , MECHANICAL = M , GEOTECHNICAL = G TITLE , REV SHEET TITLE REV TOPOGRAPHIC SURVEY C2-D — ah C3—D C4.0—D C4.1—D STANDARD NOTES GENERAL SITE PLAN | DETAILED SITE PLAN AND ELEVATION STANDARD DETAILS STANDARD DETAILS ELECTRICAL PLANS AND DETAILS GROUNDING DETAILS GROUNDING DETAILS . REVISIONS >P P P P P P P P P P E E3—D K = 402 South 333rd Street, Suite 133 Federal Way, WA 98003 PHONE (206) 874-7155 >P P P P P P P P P P COUNTY KING ERCHEVAL ENGINEERS CONSULTING ENGINEERS AND CONSTRUCTION MANAGEMENT SEA 047 DRAWING NO. T1-D OL, ECE-IF-049 USWEST US WEST COMMUNICATIONS 1249 NE 145th Street Seattle, Washington 98155 (206) 345-2336 FAX (206) 847-7164 PROJECT SUMMARY VICINITY MAP THE WORK SHALL CONSIST OF THE INSTALLATION OF A PROJECT SITE 128’-0' HIGH MONOPOLE, INCLUSIVE OF A 3’—0” LONG } LIGHTNING ROD, A THREE SECTOR, SIX PANEL ANTENNA ARRAY AND A GEOSTATIONARY POSITIONING SYSTEM | (GPS) ANTENNA SHALL BE ATTACHED ALONG THE LENGTH 5 _ OF THE MONOPOLE. BASE STATION PCS EQUIPMENT WITH UNSE 7 a” ” | A METAL CABINET ENCLOSURE SHALL BE ERECTED ON AN | : ELEVATED STEEL STRUCTURAL FRAME AT GRADE, ) 12ST NE Pi W . < SITE SPECIFIC INSTRUCTIONS: S| 8 , LJ Ts) kK 1. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES 2 q x lu UNDERGROUND, PRIOR TO EXCAVATING IN THE VICINITY. = © = ; CONTRACTOR SHALL EXERCISE CARE DURING =a > ic) cesae i “ EXCAVATION, SO AS TO AVOID DAMAGE. W = < 00 (SL ey <x = 2. THE DIMENSIONS SHOWN ARE ONLY APPROXIMATE AND SHOULD NOT _ \ BE USED FOR CONSTRUCTION WITHOUT FIELD VERIFICATION. INFORM Z| TACOMA AVE fo THE OWNER’S REPRESENTATIVE OF ANY CONFLICTS OR DISCREPANCIES > io a BEFORE PROCEEDING WITH CONSTRUCTION. 5 PROPERTY LINE N O1152 E 7 — 405.84 __ __ __ __ 3. DEVELOPMENT AND USE OF THIS SITE SHALL CONFORM TO ALL --= -= aa —_ -—— = = APPLICABLE CODES AND ORDINANCES. NO SCALE is aE os _ EXISTING AC PAVEMENT _* GENERAL NOTES ~ | v 1. ADA COMPLIANCE: FACILITY IS NOT STAFFED Lael L LJ LJ EXISTING PARKING \ AND NOT NORMALLY OCCUPIED. 15-0 2. FOR ADDITIONAL GENERAL NOTES AND DETAILS, SEE ACCOMPANYING DOCUMENT, "STANDARD NOTES”, EXISTING oe = | PROPERTY ~_LINA \ 4 b 011139" E 105.48" LEGAL DESCRIPTION ™ I! = LOT 1, CITY OF RENTON SHORT PLATT NO. 052-088, 2 | RECORDED UNDER KING COUNTY RECORDING NUMBER ao 9004109002, RECORDS OF SAID COUNTY, BEING A PORTION OF LOT 10 JOSEPH P. MARSHALL TRACKS, 5 ACCORDING TO THE PLATT THEREOF RECORDER IN 1S r VOLUME 38 OF PLATTS, PAGE 30, IN KING COUNTY, Ww wD ra WASHINGTON. i! “ \ B TAX PARCEL NUMBER: 516970-0110—08 iS - EXISTING } A S o-8 SLDe~0 EXISTING EXISTING 4 8 , cue seu > % PROJECT INFORMATION 5 Bo 7” % SITE NAME: SUNSET HWY SELF STORAGE IN \ 7% SITE ADDRESS: ! 00 % 4546 NE SUNSET BLVD. a T ~ > a RENTON, WA 98059 Z| Ww "6" i - 2 S|] re SD SD a2 = \ 7 = = —o [< \ O. DESIGN TYPE: rin 2 SEE DETAILED SITE INDOOR EQUIPMENT AND MONOPOLE us Fl ST aM Gm SHEET C35 ZONING CLASSIFICATION: B-1 o AREA OF PROPERTY: 2.7 AC. a! EXISTING STORM DRAIN , 9 pL _ - ae ane anne SN ie : OCCUPANCY CLASSIFICATION: B-2, R-3 £95 = BLDG E ! ; 0 = a | EXISTING 12” CMP ] i> _ 1 STORM DRAIN ar ! | ji : % i PROJECT DIRECTORY (an) oO e) a | | Z le OWNER: CHRIS LEADY/ALEN DEUTSCH = i l € MQNOPOLG | fol = _ 2000-124TH AVE. N.E. B-100 | | L J BELLEVUE, WA 98005 15°-0" <p 9 _ a ; ° sod APPLICANT: US WEST COMMUNICATIONS a - ; — 44 7 <I aT : 1249 NE 145 STREET Ne W ly W T > va —— aq SEATTLE, WA 98155 \ | _ —— = mss : —_——_ z = = ‘<< — = = wa Set (206) 345-2336 ~ —_ — — = — : CONTACT: JIM BOWEN wl 7N 10'11°39" E 46. \ 215.16 , PROPERTY LINE ale, $46.95 HYDRANT ENGINEER: BECHTEL B12 \— 20 woe ewencency 8 Te ee AND STEEL SUPPORT FRAME = EXISTING SEWER . CONTACT: ED JENCKES IN STORAGE ROOM oO MAN HOLE EXISTING 10° (360) 352-7917 WATER ; OWNER’S AGENT: THE WALTER GROUP INSTALL MONOPOLE eneihe Save 1109 FIRST AVENUE SUITE 205 135° GENERAL SITE PLAN SEATTLE, WASHINGTON 98101 SCALE: 1”= 30'-0” (206) 467-8704 Seeenince CONTACT: ALEX PERLMAN a RUSS STROMBERG . — LATITUDE: I —— REVISIONS KERCHEVAL ENGINEERS porta, —————_———— US 47S SEA 047 | - ) CONSULTING ENGINEERS AND ; ; ., NT WORK DONE — CONSTRUCTION MANAGEMENT oN 3 DRAWING PLOT SCALE: 1=30 -O US WEST COMMUNICATIONS STATE COUNTY | A\ TCHANGED EQUIPMENT CONCRETE _PAD_TO_ STRUCTURAL FRAME [ap 402 South 333rd Street, Suite 133 Federal Way, Washington 98003 Ly} . - 1249 NE 145th Street WA KING Lr /\ | | PHONE (206) 874-7155 FAX (206) 874-7164 d ae 4 DESIGNED BY: J. Q. ZHU 03/19/97 Seattle, Washington 98155 raw a ee ee , Ney, DRAWN BY: ___J._Q._ZHU 03/19/97 } (206) 345— 2336 : BEV NG, van 3 | Nl J PR ONAL GS HE CREO By CR OMERO Vo f/I9f97 SUNSET HWY SELF STORAGE u \ : ce B. HAYNES 03/19/97 DRAWING NO IF THIS SCALE DOES NOT MEASURE OFF IN ONE © Jrvz[sfae J LARPROVED BY: B. : vay INCH SEGMENTS THE DRAWING IS AT A REDUCED SCALE S| Aggie 3[20]9> | FILE: —_0470C1D.DWG GENERAL SITE PLAN C1-D SS OU, EtE-47-047 STANDARD CIVIL NOTES: SITE WORK 1; | ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND STIPULATED IN THE SPECIFICATION PROJECT SUMMARY. RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. , THE SITE SHALL BE GRADED SO THAT RUNOFF SHALL BE DRAINED AWAY FROM THE PCS EQUIPMENT THE SUBGRADE SHALL BE COMPACTED TO A UNIFORM GRADE PRIOR TO PLACEMENT OF THE CRUSHED ROCK. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, IN CONFLICT WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND SHALL BE CAPPED, PLUGGED OR OTHERWISE DISCONNECTED AT POINTS TO CLEAR FOR THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF ENGINEERING. ANY ADJACENT EXISTING AREA THAT IS DISTURBED BY CONSTRUCTION ACTIVITIES, SHALL BE RESTORED TO ITS ORIGINAL OR BETTER CONDITION. DETAIL 300) REVISIONS WORK DONE ‘DAN [CHANGED EQUIPMENT CONCRETE PAD TO STRUCTURAL FRAME 5/19/07 | JOZ | BH | STANDARD STRUCTURAL STEEL NOTES: 1. ALL METAL WORK SHALL BE IN ACCORDANCE WITH THE SPECIFICATION GALVANIZED ASTM A36 UNLESS NOTED. OTHERWISE. 2. STRUCTURAL TUBING MEMBERS SHALL CONFORM TO ASTM A500, GRADE A OR A501. , 3. ALL WELDING SHALL BE DONE USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC AND AWS D1.1. WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC "MANUAL OF STEEL CONSTRUCTION”, 9TH EDITION. 4. BOLTED CONNECTIONS SHALL USE BEARING TYPE GALVANIZED ASTM A325 BOLTS ( 3/4 ” DIA) AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. 5S. BEAM CONNECTIONS SHALL BE DESIGNED FOR COMBINATION. AXIAL, HORIZONTAL AND VERTICAL FORCES INDICATE ON PLANS. IF BEAM REACTION ARE NOT SHOWN, THE MINIMUM VERTICAL DESIGN FORCE SHALL BE ONE HALF THE TOTAL UNIFORM LOAD CAPACITY OF THE MEMBER. 6. NON-STRUCTURAL CONNECTIONS FOR HANDRAIL, LADDERS AND STEEL GRATING MAY USE 5/8 ” DIA GALVANIZED ASTM A 307 BOLTS UNLESS NOTED OTHERWISE. DETAIL (301 C2= KERCHEVAL ENGINEERS CONSULTING ENGINEERS AND CONSTRUCTION MANAGEMENT 402 South 333rd Street, Suite 133 Federal Way, Washington 98003 ’ PHONE (206) 874-7155 FAX (206) 874-7164 STANDARD CONCRETE AND REINFORCING BAR NOTES: 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318 AND THE SPECIFICATION CAST—IN—PLACE CONCRETE. — 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS UNLESS NOTED OTHERWISE. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES CLASS "B” AND ALL HOOKS SHALL BE STANDARD UNO. 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH........ 3 IN, CONCRETE EXPOSED TO EARTH OR WEATHER: #6 AND LARGER oooccccccscccsceccseeces 2 IN. #5 AND SMALLER & WWF 11/2 IN. CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: SLAB AND WALL ovccccccccceee 3/4 IN. BEAMS AND COLUMNS vcs. 11/2 IN, 5. A CHAMFER 3/4 " SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE UNLESS NOTED OTHERWISE IN ACCORDANCE WiTH ACI 301 SECTION 4.2.4. 6. HOLES FOR INSERTS OR EMBEDS SHALL CONFORM TO MANUFACTURER’S SPECIFICATIONS. AVOID CUTTING INTO REBARS WHEN DRILLING INTO EXISTING STRUCTURE. 7. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER MANUFACTURES WRITTEN RECOMMENDED PROCEDURES. DETAIL 302 \c2p SITE ADDRESS: 4546 NE SUNSET BLVD. RENTON, WA 98059 DESIGN TYPE: INDOOR EQUIPMENT AND MONOPOLE “TLATITUDE: | DRAWN BY: 03/19/97 JQ. ZHU A 047 | ; | Ls IF THIS SCALE DOES NOT MEASURE OFF IN .ONE INCH SEGMENTS THE DRAWING IS AT A REDUCED SCALE CHECKED BY: C. ROMERO expires 12/13/22 | Ai) fen 3122199 / FILE: APPROVED BY: B. HAYNES 0470C2D.DWG 03/19/97 03/19/97 US WEST COMMUNICATIONS COUNTY 1249 NE 145th Street KING Seattle, Washington 98155 SUNSET HWY SELF STORAGE L é‘ DRAWING NO. STANDARD NOTES C2-D Cl ELF -97-0U4 LONG STEEL PIPE 6'-0" AZ 0° eo AZ O° ” ’ ” 21/2” DIA x 3'-6 2 ROD TS 6"x3"x1/4"x6" LONG , 3’ LIGHTNING = ANTENNA N Nao TOP OF MONOPOLE aon 4 ke (00 . { no (433) TT 2'-0" - | 6-0" 25'-0" _ ~w sin ee i |—a- | ¢ OF ANTENNA v Ll 6350 { YTS 3°x3"x1/4 / h I a voNCpCEE== ij els { P| 5'-0 8'-0 2=7 6" 4'=2 "10" 7-10" hy = 4 | y, {| —al- ~<a} — ——i- aa — | -—l- | \" La» UPPER ANTENNA MOUNT AZ= 120° z || <— v SP SECTION _/433) : C SCALE: NTS C3=D __ N{__— _ ! XS N I ‘<p Pp oS eS eS es ss LOLOL A } A : | ; 7 J TS 6"x3"x1/4"x6" LONG = I = Fa ANTENNA DOWN-TILT MONOPOLE x BRACKET (TYP) SS in | I ‘ ~ or = = = —— AZ= 240 . | 1 1 s _ |e © POWER PRIMARY CABINET| {| FUTURE . , _ oS ~ CABINET | CABINET © o | o| |, — = = == oe) ~ INSTALL MONOPOLE 2 [ == PER MANUFACTURER'S 6" & CCA SPECIFICATIONS & (MIN. || — — | é (MIN. ) “a . ! STALL GPS ANTENNA —— i al | | , 2 . INSTA Te) oe) 7 | ‘° PER MANUFACTURER'S SECTION (A) | | | | 4 inl oN a SPECIFICATIONS SCALE: NTS = \ C350 a A s} S| 8 ! L\2 =A WA Zz Sf Se WA WA WA V/A Ww WA SY avy ws iw WA Z WA wa WA a4 wA wa WA L—L- WA WA vA INSTALL COAXIAL CABLE \ | - TRAY FER DiePail Y OUTDOOR CABLE SUPPORT om oe PROVIDE 4’-0” WIDE X 80” HIGH < C4.1—D an jf _ PER DETAIL (417\ OPENING, AND INSTALL ALUMINUM TO C4.12D C4.Q-D ROLL-UP DOOR TO MATCH G/< F EXISTING IN BUILDING rjO 4 : INDOOR CABLE SUPPORT zZ 2 | SEE DETAIL faa) s x LA C4.1-D tio ra 14 EXISTING WOOD ale | FRAMED WALL / INSTALL BOLLARDS PER DETAIL es C4.1-D af \ an EXISTING ROLL-—UP INSTALL EQUIRMENT INSTALL MONOPOLE AND FOUNDATION PER Or __ bo0r CABINET (SUPPLIED BY MANUFACTURERS SPECIFICATION 4 7 LZ, Zs Cy OTHERS) _ AND DETAILS 33\ (a80\ ar nih _ \g358 Kee gro I EXISTING] CONCRETE | SLAB | dL ! See | DETAILED SITE PLAN | ZA? — _— Page _ hereto . oe een ee ECE CLE OLEAN En aaa 4 D S A Wa of WA WA WA A vA PA Va ‘ Lo ~“ " ’ ” YOO OSA SSNS NSQOYYD WYNAANS NS SAS \ | ee SCALE: 1/2"=1'-0 EERE PRY DOAN ~~ pwas WM | NINN RRO \ as ( . ol . PRR Nh NN LIS INSTALL COAXIAL INSTALL CABINET MOUNTING AS CABLE PER DETAIL FRAME PER DETAIL 4 SITE ADDRESS: EXISTING NDATION PER ce C4.0-D FINISPIED GRADE LEME AIEEE SPECIFICATIONS a 4546 NE SUNSET BLVD. RENTON. WA 98059 DESIGN TYPE: 4 MONOPOLE ELEVATION (432) INDOOR EQUIPMENT AND MONOPOLE SCALE: NTS LATITUDE: , REVISIONS KERCHEVAL ENGINEERS — tSeWweESsST SEA 047 CONSULTING ENGINEERS AND DATE DRAWING PLOT SCALE: STATE | COUNTY WORK DONE a CONSTRUCTION MANAGEMENT US WEST COMMUNICATIONS | A\ TCHANGED EQUIPMENT CONCRETE PAD TO STRUCTURAL FRAME PL19 (97 07 BH | soz south S39rd Street, Suite 133 Federal Way, Washington 98003 1249 NE 145th Street WA| KING es ee - - “ED BY LO. PHU Seattle, Washington 98155 WAN PHONE (206) 874-7155 FAX (206) 874-7164 i> DESIGNED : UAN Is DRAWN BY: __J._Q. ZHU wen 206) 345— 2336 ISTt SUNSET HWY SELF STORAGE |_| DETAILED SITE PLAN AND ELEVATION I I 1 A Perea 4 ee ee IF THIS SCALE DOES NOT MEASURE OFF IN ONE fexpies 1213/78 | LARPROVED BY: BL HAYNES 03/19/97 raw i INCH SEGMENTS THE DRAWING IS AT A REDUCED SCALE Aionk, é Na 3}23 19> FILE: 0470C3D.DWG DRAWING NO. C3-D. CU, aU mead 4-049 is 3/4” DIA HOLES a ; PLACES n | 7 11/2 — 11/2 — 2 7/8" Cia T&B - —] . 3/16 TYP 3/16 FLANGE ANCHOR BOLTS SIZE, + C6x8.2 Kt «| 2 7/8 % W6 Vo { w6 L LOCATION AND ORIENTATIONS | f " ~o < | 512 | , | ml im SEE TOWER SUPPLIER DWG cal J +510 — 2-L3x3x1/4 Aer ) cof FIN GRADE mie L3x3x1/4 W6x15 (GALV)\E {3 IT (TYP) 2 (NS & FS) 4 ee | : jee 7 ee | a [s.r ----f- oenee- }----.--- {719 , 1/2” CAMFER tT A; STS iii ¢ a [+—§., WP. (TYP) , ' ‘ _ w 3 C6 C6 @ * 7 . | « & (OPTIONAL) © us i O O W6x15 (GALV) 4JO my —t SECTIONS = H ce es a nei mits alate Ree sodenneeeeeeeeenee Jaap caiapatel naa socephy 3 | CONCRETE PIER tT es 2S , SCALE: 1 1/2"= 1'-0" . iT SIZE BY , : | ; TOWER SUPPLIER = . aa — ; 3 Ty = on ° no! : top <e ae — “fo J AHS 9M LS 16"x1" SLOTTED HOLE IN 5 ut if : || BOLT (TYP 12 PLACES) 3-9 3/4” |. 37-4 1/2” = = Oe Ree FOR S it ! +H , _ = - 1/2” DIA ANCHOR BOLTS S Ha eT - = TYP OF - meer | SIME ELIE eae ee ° aT Oe ae TOP_FLANGE Glee ote a = 2 Ir He 44H a SCALE: 3/4”= 1'-0" F 5 ath ne rt Tn i GROWTH PRIMARY POWER & | 7m ett [Ue = | W6 (TYP) i OL SVEN ENN EEN IMENT q ~ - ES @ @ 3 L 3'-0" CABINET MOUNTING SKID et a . (TYP) | FOR PCS EQUIPMENT (3 CABINETS) , _ BOTTOM FLANGE TYPICAL DRILLED PIER FOUNDATION DETAIL 417) a ant SECTION (380) AS NOTED C4.0-D : SCALE: NTS \ C350 , HANDHOLE FRAME ASSEMBLY a 8'-0 / — — Hii CUT OPENING IN DOOR TO | | ALLOW FOR INSTALLATION OF CABLE TRAY | | OUTDOOR CABLE SUPPORT , ) ) PER DETAIL INDOOR CABLE SUPPORT POWER CABINET PRIMARY CABINET . FUTURE C4.12D PER DETAIL | CABINET | C4.1—D , | | / | | L iz _| MONOPOLE —_ . OB a es , \ —— I FOUNDATION a eee. rr a is SN Sg. oe ae ee es ee nn ce ia a ge TE ye “8 a+ I <2. . ; 2 ty ve, - 8 .. 4) a oo a ARR AS SOY mS nae Ee ge ee a ee ee ne ie tg } ror a 2 2 SNS 5 LLIN EL EL, . . ; ae GT hfe) i pe fp pep fel Rage fel Ft FP V7 SX. TVUGUGUEGGGYLG Tae _ ) YC CEU FG og BANNING LQRq_—w—_E x NNN NON TRLO ft ee SYN. FNL ONNLNLLQYLLDSLHSWLSHNDHDY SONY ’»ww a | / : SKEQEDRK ‘ _, REX RK ue oN IN ANZ 7 ‘. - \X RAY YN WEN oA EXISTING AC —~ VOIR LIER , CABINET MOUNTING , ee SOHEGeT: MEE. RACEWAY - STANDARD DETAIL SKID PER DETAIL 41) SITE_ADDRESS. ow AS NECESSARY, TO COAXIAL CABLE TRAY FROM CCA TO MONOPOLE C4.0-D nvr MAINTAIN GRADE OF : 4546 NE SUNSET BLVD CABLE SUPPORT DETAIL 556) , RENTON, WA 98059 SCALE: 1/2"=1'-0" \ C35D DESIGN TYPE: MODIFIED | INDOOR EQUIPMENT AND MONOPOLE KERCHEVAL ENGINEERS anne tewesr SEA 047 LONGITUDE: | CONSULTING ENGINEERS AND ——— CHANGED EQUIPMENT CONCRETE PAD TO STRUCTURAL FRAME B/19/797 J OZ fH 402 South 333rd Street, Suite 133 Federal Way, Washington 98003 ee 1249 NE 145th Street WAI KING PHONE (206) 874-7155 FAX (206) 874-7164 OnE eee 98155 ——— _Q. ZH 03/19/97 . = | : ; DRAWN BY: J. Q. ZHU _—_—«. 03/19/97 | 0 2 L n | n | \ J IF THIS SCALE DOES NOT MEASURE OFF IN ONE INCH SEGMENTS THE DRAWING IS AT A REDUCED SCALE 1 DRAWING NO. " C4.0-D UW, E0E-4?P-0F7 CHECKED BY: C. ROMERO 03/19/97 APPROVED BY: B. HAYNES 03/19/97 FILE: 0470C4—D.DWG SUNSET HWY SELF STORAGE EQUIPMENT PAD AND DETAILS 3 3/ call ALUMINUM SHROUD COAX (SIZE AND QUANTITY AS REQUIRED) W/ NON- INSULATING HANGERS @ 4-0" OC COAX (SIZE AND QUANTITY AS REQUIRED) W/ NON- UNISTRUT 3/8” DIA P1008 INSULATING HANGERS SPRING-LOADED NUT ATTACH SHROUD TO AT 4-0" OC (TYP) (TYP PER HANGER) UNISTRUT P1538A a | (4°-0" OC W/ (2) #10 1°-6 1/2” GPS COAX W/ NON-INSUL TEK’S, TYP EACH SIDE 20 GA GALV ALUMINUM SHROUD (IF REQUIRED, PAINT W/ 2 COATS OF ALKYD EXTERIOR PAINT: FINISH PER REQUEST) 1/2 " GPS COAX W/ NON-INSUL / HANGER @ 4° OC (TYP) - 2°x2"x2'-0" if HANGER AT 4°-0” OC (TYP) CONCRETE PAVERS @ UNISTRUT P1000, 18” L ATTACH TO PAVERS W/ 2- 3/8 DIA EXP BOLTS 4°-Q” oc oe UNISTRUT P1000, 18” L ATTACH TO PAVERS W/ (2) 3/8 ” DIA EXP BOLTS 2°x2"x2'-0" / CONCRETE PAVERS + AT 47-0" OC (MAX) ~_ a =a — = a *: = — a. 1 4 - 6- ° 4 ao 1.4 ‘ * o 2 CABLE SUPPORT W/ SHROUD NX UNISTRUT 3/8 ” DIA P1008 SPRING—LOADED NUT (TYP PER HANGER) CABLE SUPPORTS ON CONCRETE PAVERS ON CONCRETE PAVERS DETAIL 657A DETAIL 6570) NTS | (Gp NTS REVISIONS WORK DONE T A\ [CHANGED EQUIPMENT CONCRETE PAD TO STRUCTURAL FRAME 3/19/97 | JQZ J BH | LZ\ es es KERCHEVAL ENGINEERS CONSULTING ENGINEERS AND CONSTRUCTION MANAGEMENT 402 South 333rd Street, Suite 133 Federal Way, Washington 98003 PHONE (206) 874-7155 FAX (206) 874-7164 e) 1 2 3 l N al N | ! J IF THIS SCALE DOES NOT MEASURE OFF IN ONE . INCH SEGMENTS THE DRAWING IS AT A REDUCED SCALE 6” DIA SCHEDULE 40 CARBON STEEL PIPE FILLED WITH * CONCRETE AND PAINTED IN ACCORDANCE WITH l PAINTING SPECIFICATION to | AC PAVEMENT | L i sree | st HH | TE J Hoe sl me LS hott MIN Worn CAP GUARD POST (BOLLARD) DETAIL 355 NTS \c3=p # OF COAX | SIZE OF COAX | LENGTH OF COAX ANTENNA | REQUIRED REQUIRED REQUIRED ALPHA 2 1 5/8 150’ BETA 2 1 5/8 150’ GAMMA 2 11/4 115 GPS 1 1/2” 60' SITE ADDRESS: 4546 NE SUNSET BLVD RENTON, WA 98059 DESIGN TYPE: INDOOR EQUIPMENT AND MONOPOLE LATITUDE: LONGITUDE: DRAWING PLOT SCALE: 1°=1" DESIGNED BY: J. Q. ZHU DRAWN BY: J. Q. ZHU CHECKED BY: C. ROMERO (ermec sts) LAPPROVED BY: B. HAYNES 03/19/97 SU Ta 20 Jo [ FILE: 0470C4.1D.DWG re) 18 9 IgTeee~S" 03/19/97 03/19/97 } ANTENNA CABLE CONFIGURATION USWEST SEA 047 US WEST COMMUNICATIONS STATE COUNTY 1249 NE 145th Street WA KING Seattle, Washington 98155 ay 206) 345-2336 SUNSET HWY SELF STORAGE | STANDARD DETAILS >. TDRAWING NO. > C41-D REV NO. 1 CU, ECE-FF-O4LF J: \ 9 6 0 5 6 6 0 \ E 1 - D —- LA S T RE V I S E D — 02 / 0 7 / 9 7 13 : 4 0 - ST A T I O N #1 * cael PLL LEALEASLELLIES LI ILLL LEGS ISILISI LLL LI SALTS ISSL YSN ISL ~rogsrmemrener Be 4d a A 4 oe * a¢ \ 4 : . : ih : cod . —_) 30' Pie \ RADIO CABINET g—— [2° —o NOTE 4 FIELD VERIFY ALL INTERCONNECTION DIMENSIONS AT TIME OF INSTALLATION NOTE "2 THIS SAME INTERCONNECTION DETAIL MAY BE USED ON PLATFORM MOUNTED EQUIPMENT ON A ROOF OR WITHIN BLDG. 'LB' FITTING AT EDGE OF SLAB (OR EQUIPMENT PLATFORM) ‘DOG HOUSE" STACK UNISTRUT TO SUPPORT CONDUIT 12" oF eee ra . + 1 EE ne RN PR EN io e-peernapenye wv vere ¥ meric to L raised HOUSEKEEPING PAD (OR EQUIPMENT PLATFORM) SLAB AT GRADE, FLOOR, OR ROOF 'TI" CONNECTION - DETAIL A NOT TO SCALE 6' FUSE DISC. SWITCH I 24QVAC,1 DIA NEMA 3 TYPE () 1/8 " HOLE FOR 3/4 ' GALY. a HILTI KWIK BOLT Il OR METER APPROVED EQUAL PANEL NEMA 3 TYPE \ 3/6 ' i —Fi + V4 Q =| batt e' RC) L2 x2 1/4 SN wt (TYP.) Flies Af ti oe LJ TT PLATES 5B'X5'xQ! IN 3 x 6 CTYP.) ; CONCRETE PAD | | _—* SEE DUG C3-D ° c Ge: Vow 3° RACEWAY - STANDARD DETAIL DISCONNECT AND METER PANEL MOUNTING DETAIL Gai) FLECTRICAL SYMBOLS — 30" cae 4 POWER CABINET NOTE # FIELD VERIFY ALL INTERCONNECTION DIMENSIONS AT TIME OF INSTALLATION. ek NOTE " THIS SAME INTERCONNECTION DETAIL MAY BE USED ON PLATFORM MOUNTED —-—— "Lie" FITTING EQUIPMENT ON A ROOF OR WITHIN BLDG. ON SLAB 62" —- (OR PLATFORM) 'LB' FITTING NOTE % AT CABINET TERMINATE FEEDER CONDUCTORS IN —o — CLOSE CONNECT J CABINET ON IQ@A - IOMOOAIC CIRCUIT AS REQUIRED BREAKER GE TYPE THQL. ©) FOR MAKE uP | 'LB! FITTING AT Bi EDGE OF SLAB _— (OR PLATFORM) { GRADE OR ROOF q Wilpon ssid MIELE iy WHA; YY YMG Mis YY Yh yy | C7) 4g ry A 44 4A a 4 4 4 ‘ a } ss | | 1, mony A SLAB AT GRADE,—/ RAISED HOUSEKEEPING P y TO POWER FLOOROR ROOF (OR EQUIPMENT PLATFORM) FEED XxX i) OUWUER CABINET CONNECTION - DETAIL a KY NOT TO SCALE or TC . a a) Ps ELECTRICAL PLAN NOTES UTILITY CONTACT _" POWER FEEDER FROM MANAGER'S UNIT TO POWER CABINET. PSPL USE 'LB' FITTING TO MAKE FINAL CONNECTION TO BACK FRANK MILLER (206) 684-310! x816328 —h—- OF POWER CABINET. KNOCKOUT IS APPROXIMATELY l6' ABOVE oo THE BASE OF THE CABINET IN THE RIGHT REAR CORNER WHEN 5 3 FACING THE CABINET. LEAVE 6' OF SLACK CONDUCTOR COILED AT THIS LOCATION PRIOR TO POWER CABINET INSTALLATION. ry AFTER INSTALLATION OF THE POWER CABINET, THE CONTRACTOR LL OAD CAL CU = AT | ON ——— SHALL MAKE THE CONNECTION INSIDE THE CABINET FROM 'LB' 26 66 FITTING AT THE BACK OF THE CABINET TO THE PANELBOARD. MAXIMUM DEMAND KYA USE |-1/4" SEAL-TITE FLEX CONDUIT. TERMINATE POWER CONDUCTORS (FROM PSPL BILLING HISTORY) 85D ON I@0-AMP, 2-POLE MAIN BREAKER REFER TO DETAIL E2. a ais => TELEPHONE CONDUIT. PROVIDE 2' PVC FROM 'DOG HOUSE' AT THE NEW LOAD THIS PROJECT LOWER LEFT HAND SIDE OF ASSEMBLY TO TI SERVICE LOCATION AT (24DV x IODA) 240 MANAGER'S UNIT. REFER TO DETAIL, THIS SHEET. . FETAL LOA Te (144.34) > = [> ROUTE POWER AND Ti CONDUITS ALONG BUILDINGS AND ACROSS CANOPY AS SHOWN. COORDINATE EXACT ROUTING WITH BUILDING MANAGER REMOVE AND SCRAP EXISTING 120/240-VOLT, 1IO0- AMP PANELBOARD AND FEEDER FROM PSPL METER PROVIDE NEW I202240-VOLT, 200-AMP PANELBOARD WITH 200-AMP, 2-POLE MAIN CIRCUIT BREAKER RECONNECT EXISTING BRANCH CIRCUITS TO NEW PANEL PER PANEL SCHEDULE. COORDINATE ALL OUTAGES WITH PROPERTY MANAGER PROVIDE PULLBOXES AS REQUIRED BY THE NATIONAL ELECTRICAL CODE AND TO FACILITATE INSTALLATION OF CONDUCTORS. ARRANGE PULLBOXES $0 Tl CONDUIT HAS A MAXIMUM OF TWO 30 DEGREE BENDS BETWEEN PULL BOXES, AND POWER CONDUIT HAS A MAXIMUM OF FOUR 92 DEGREE BENDS BETWEEN PULLBOXES. PULL BOXES SHALL BE 12" x Io" X 4' NEMA 3R OR EQUAL HOMERUN, SOLID 120/208 V, OPEN 211/480 V CIRCUIT, RUN CONCEALED IN WALL OR CEILING CIRCUIT, RUN CONCEALED IN FLOOR OR GRADE GROUNDING WIRE CONDUIT RISER, TURNED UP, TURNED DOUN JUNCTION BOX, CEILING OR WALL PULLBOX PANELBOARD SWITCHBOARD DIGCONNECT WITCH, NON-PU6ED DIOCONNECT QWITCH, PUGED TRANSFORMER MOTOR CONTROLLER COMBINATION MOTOR CONTROLLER ¢ DISC. SW. MOTOR THERMAL OVERLOAD SWITCH TIME CLOCK METER DISCONNECT SWITCH 4 FUSE (DIAGRAMMATIC) CURRENT TRANSFORMER, CT'S (DIAGRAMMATIC) CIRCUIT BREAKER (DIAGRAMMATIC) UTILITY TRANSFORMER (DIAGRAMATIC) WEATHERHEAD (DIAGRAMATIC) Iscw SCL. o> GROUND ROD WITH ACCESS GROUND ROD CADWELD TYPE CONNECTION COMPRESSION TYPE CONNECTION REPRESENTS DETAIL NUMBER NOTE REFERENCE. REFER TO 'ELECTRICAL PLAN NOTES ABOVE FINISHED FLOOR EMPTY CONDUIT _ GROUND WEATHER PROOF AMERICAN WIRE GALE BARE COPPER WIRE (8OLID, TINNED) GEOSTATIONARY POSITIONING SYSTEM PERSONAL COMMUNICATION SERVICE POWER PROTECTION CABINET PRIMARY RADIO CABINET RACEWAY TYPICAL RIGID GALVANIZED STEEL ELECTRICAL METALLIC TUBING DRAWING INTERIOR GROUND RING (HALO) ANTENNA CABLE COVER ASSEMBLY BASE TRANSMISSION SYSTEM GENERATOR GROWTH BARE STRANDED COPPER WIRE INSULATED STRANDED COPPER WIRE SEATTLE CITY LIGHT POP4L PUGET SOUND POWER AND LIGHT SEE DETAIL AT MANAGERS a UNIT —— rjc Bias NOT TO SCALE NEW HOUSE PANEL STORAGE METER _ NTS 2 MGR'S UNIT DISCONNECT CANOPY —— IDOA-240vV-3W ideas ents DISCONNECT: | \ - ne.30/0 DEBIT METER \/ METER \ i; \ CABINET 42a) 2°-3¢4/0 — SS = ns : : i i M) eroore Ul (w) Coos | 7 § > | A Tl CAB PANEL * | IDOA/ + a pice. 200A / /\ | - <3] ee A PSPL | Disc. SEE BLDG iW NON-FUSED | | | | abe — mages | : a SEE EQUIPMENT : , i METER l : 7 ot -_ Vi i \AKa/ ! | DEBIT METER ONLY \ = I<) ; - PSPL TRANSFORMER—~ = is A y, Z * INDICATES DEVICE —— _ ANTENNA SITE MANAGER'S UNIT ee : . . yon ! : a) ONE LINE DIAGRAM DETAIL AT MANAGER'S UNIT EQUIPMENT PLAN 4. BUILDING FLAN _41_ SCALE: NONE SCALE: NONE : SCALE: 1/8's!'-2" SCALE: |'s40' NS 1 LATITUDE: REVIS!O Bie A Pos — iiss ine : LONGITUDE: SEA 047 AT Y: A fl ; ectrica ornau ne TFiggirneoers 4” No. WORK DONE DATE B Ped votze. wogun,NOTmeREEK Ottice Center DRAWING PLOT SCALE: 1°=1 US WEST COMMUNICATIONS STATE | COUNTY ras Bothell, Washington 96011 1249 NE 145th Street pe WA KING an el (206) 485-0900 DESIGNED BY: F. STARR Seattle, Washington 98155 R 2 | , DRAWN BY: M. HUNTLEY (206) 345-2336 | REV es CHECKED BY: wi mn Lo. | ELECTRICAL PLANS : /\ IF THIS SCALE DOES NOT MEASURE OFF IN ONE (CEXPIRES 5-03-98] APPROVED BY: DRAWING NO. a INCH SEGMENTS THE DRAWING IS AT A REDUCED SCALE LP) GO a FILE: AND DETAILS E1-D CU, ECF-9F-049 2 : Cy \ Recewen \ 7 ny 84; , GRADE PANEL SCHEDULE im on SINS NTT PANEL HOUSE PANEL 120 / 240 VOLTS 1 PHASE 3 WIRE MOUNTING: —__ FLUSH _X SURFACE NT Tg | h2 2'-6' MIN. LOCATION MANAGER ‘S_ UNIT 200 AMP BUS 200 ANP NAIN BREAKER GRND BUS: __EQPT __ ISOLATED ee meu SPECIAL MAIN LABELED SERVICE DISCONNECT SHORT CKT RMS SYM AMPERES =p “ LORS SE a a alll} 2 led = e | = 2 ee a ; ' ? ; = 2 oe OFFICE PANEL 20 2 5 | 6 20 { A|R COMPRESSOR = = = 7 4, 8 20 ] WH LIGHTS WH LIGHTS 20 1 9 ' 10 20 1 SPARE C.B. WH LIGHTS 20 i 11 1} 12 SPACE ONLY SPARE C.B. 20 1 13}, 14 SPACE ONLY SPACE ONLY = 15_ ' 16 100 2 US WEST ANTENNA SPACE ONLY — 117 imi = = = —=— 2/2 AUG BSCW TO BLDG 2 + OR BURIED FIELD GROUND NOTE: TYPICAL FOR ONLY THIS EQUIPMENT CONFIGURATION } GROUNDING - STANDARD DETAIL GROUNDING - STANDARD DETAIL —— GROUND ROD COPPERUELD EQUIPMENT GROUNDING CABINET MOUNTING BRACKET GROUNDING YY DETAIL DETAIL GROUND ROD - DETAIL ~ <=> <e> NOT TO @CALE ROOFTOP ROOFTOP = TO ANTENNA ————> (en Pare GROWTH 524 <2) <a> <al> NOTE, DO NOT INSTALL ANTENNA Fal ea a a GROUND KIT ON CABLE BEND (TYP) I te ned) ; D 608 % AUG —| (TYP) —— GPS ANTENNA VY TWO HOLE LUG —~| PRIM. (TYP) a % AUG eaxie— “— GPS ANTENNA GROUNDING Geax) KIT WHEN PROVIDED THIS | © AUG |6CW ROUTED DOUN INSIDE / LOCATION. OF MONOPOLE SUPPORT WITH KELLEMS = GRIP TO CORNER OF GROUND BAR oouER J OVER 50’ SPAN USE [ane woe ary | COMPRESSION CONNECTION CM REBSION CONNECTION J —- —*— 31-0" LIGHTNING ROD BOLTED : HANDHOLE (TYP3—= eA comx case —e-[V" vente | . | (ONE SHOWN) ~ | Q ONE HOLE LUG TI TWO HOLE LUG (TYP) Lab eee. —_* s Jo eee Coe) : 4/0 BSCW IN PVC CONDUIT \ . IN ima BOTTOM OF MONOPOLE : 4 VY (MOANTED ON GURFACE WAVEGUIDE PORT O-+- ) semperve ctaten. Tw eeel~ | _—cemnamve avarae ia MONOPOLE _ . : peal GRADE \ NN! LIGHTNING TO ANTENNA CABLE _ = Q Ss PROTECTION PER sane ete ees L — S ? 2 | ~ Qh Om 200 Alte BC . 7 oe aus Bow —aare <-—GROUND RING ” auc Bow § TL .. a FOR ADDITIONAL GROUNDING SEE _- — » 4a , ANTENNA CABLE AND MONOPOLE GROUNDING - DETAIL MONOPOLE LIGHTNING PROTECTION - DETAIL MODIFIED MONOPOLE EQUIPMENT GROUNDING DETAIL <)> J: \ 9 6 0 5 6 6 0 \ E 2 - D - LA S T RE V I S E D - 03 / 2 7 / 9 7 09 : 1 1 — ST A T I O N #1 529 NOT To 8CALE NOT TO SCALE NOT TO SCALE ae LATITUDE: REVISIONS Huntley Pascoe Inc. oe. US JAI SEA 047 1 E11 trical Consulting Engineers ”» 4% NO. WORK DONE DATE ei | Aree: ~ HWertberssk Office Canter DRAWING PLOT SCALE: | =1 US WEST COMMUNICATIONS STATE | COUNTY /\ 19129 Nortngothell, Washington 98011 1249 NE 145th Street WA | KING /\ Tel eel 485-0900 DESIGNED Br: F. STARR Seattle, Washington 98155 L\ 5 7 ; > DRAUN BY: _M. HUNTLEY (206) 345-2556 pA Rey ae. mS eet CHECKED BY: ELECTRICAL Seite Ne APPROVED BY: , IF THIS SCALE DOES NOT MEASURE OFF IN ONE INCH SEGMENTS THE DRAWING IS AT A REDUCED SCALE HPT #96086. 60 FILE: DETAILS E2-D QU ECLF-9 409 J: \ 9 6 0 5 6 6 0 \ E 3 - D — LA S T RE V I S E D -— 02 / 0 5 / 9 7 16 : 1 4 -— ST A T I O N #1 % AWG FROM ANTENNA CABLE GROUND KIT ( SEE DRAWING El FOR CABLE QUANTITIES ) DOUBLE HOLE LUG, TO BE USED WITH % AWG BCW (TYP) T_T 4 © OQ ) © ‘\ TWO HOLE LUG, TO BE USED WITH 2/0 AWG BSCW TO BUILDING OR % AUG BCW TO RING GROUND INSTALLATION OF GROUND WIRE TO GROUND BAR - DETAIL NOT TO SCALE % AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR) (STANDARD ANDREW GROUNDING KIT) CABLE GROUND KIT ANTENNA CABLE ee Ti l —f- 12' DIA ft 33/4" e' MAX. / |. 2" APPROX. INSIDE WALL OF BUILDING TYPICAL CONNECTION OF CABLE GROUND KIT © 5/8-ll x |" HH. mone 5/8" LOCKWASHERS WALL MOUNTING BRACKET \ " INSULATORS Jae | 0 0 COPPER GROUND BAR, 1/4’ x 4' x 20", HOLE_CENTERS: * TO MATCH NEMA DOUBLE LUG CONFIGURATION. GROUND BAR - DETAIL NOT TO SCALE % AUG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR) (STANDARD ANDREW GROUNDING KIT) CABLE GROUND KIT = INSIDE WALL —— OF BUILDING age __&' | 12° APPROX ~| NOTE: DO NOT INSTALL CABLE GROUND KIT AT A BEND TYPICAL CONNECTION OF CABLE GROUND KIT FOR ANTENNA GPS CABLE AT EQUIPMENT END FOR ANTENNA AT EQUIPMENT END FROM GPS —s DETAIL AT ANTENNA END NOT TO SCALE QTY. | GPS ANTENNA CABLE (TYP. \) +. TO CABLE CO ASSEMBLY NN YY ——— FROM ANTENNA QTY. 6 ANTENNA | cate (TYP) ) + TO CABLE aN ASSEMBLY GROUND FROM ANTENNA GROUND BAR 9% AUG ISCW FOR MONOPOLE. 2 AUG BCW FOR ALL OTHERS. prbitea U ; 4 id]—e—t— ALL DOUBLE HOLE LUGS (TYP. Va t TRANSITION GROU Ly— *) AUG BOW TORING GROUND c+—* AUG ISCW TO (TOWER/MONOPOLE /GROUND LEVEL EQUIPMENT ONLY) GROUND BAR AT CCA (PENTHOUSE/ L ROOF ONLY) w— AUG BCU TO RING GROUND (TOWER/MONOPOLE /GROUND LEVEL EQUIPMENT ONLY?) ~~ NOT TO SCALE ND BAR - DETAIL ~) BISA ee CABLE GROUND KIT *6 AUG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR) (STANDARD ANDREW GROUNDING KIT) | ANTENNA CABLE ep V2" DIA =F 33/4'| 6! | MAX ; 2" APPROX. INSIDE WALL - “| OF BUILDING TYPICAL CONNECTION OF CABLE GROUND KIT TO ANTENNA GPS CABLE END CABLE GROUND KIT % AWG STRANDED COPPER GROUND WIRE ( GROUNDED TO GROUND BAR) ( STANDARD ANDREW GROUNDING KIT ) ANTENNA — T b CABLE ve'DIA — 3 6 MAX. —2' | INSIDE WALL ———] 2" APPROX. OF BUILDING - NOTE: DO NOT INSTALL CABLE GROUND KIT AT A BEND TYPICAL CONNECTION OF CABLE GROUND KIT TO ANTENNA CABLE END DETAIL AT ANTENNA END A NOT TO SCALE CT ANTENA { JUMPER 1/8" (TYP. CONNECTOR WHE ATHERPROOFING KIT ¢ TYP. ) CA = CABLE TRAY %6 AUG STRANDED COPPER WIRE fp (aes ANTENNA. ra CABLE \ Yo FROM GPS ANTENNA YS STANDARD ANDREWS 1 / | GROUND KIT (TYP) ANTENNA CABLE TO CABLE TRAY ANTENNA CABLE — TO CABLE im GPS CONNECTION ONLY APPLICABLE IF ACTUAL GPS LOCATION PERMITS GROUNDING BAR ON POLE OR NEARBY ON WALL OR PARAPET 2 HOLE LUGS (TYP) =) Aus BOW TO TRANSITION GROUND BAR AT BASE OF MONOPOLE OR AT ROOF/ PENTJOUSE TRANSITION a ANTENNA GROUND BAR - DETAIL 4 bet NOT TO SCALE “ee GPS ANTENNA . Ne 2 ANTENNA ty— (ary. ) TT GPS ANTENNA y (QTY. 6) CABLE (TYP) es ANTENNA CABLE (TYP.) Y 2 AWG BCW FROM TRANSITION GROUND BAR IF PROVIDED JUMPER - n a CABLE (TYP) . iy 2 AWG BCW TO EQUIPMENT MOUNTING —+b ty—" AUG BOW TO CABLE FRAME WHEN USED (QTY. 3) TP PCS CABINETS COVER ASSEMBLY (QTY 6, 2/CAB) ——TO CABLE | COVER | | | | “ee | ® q : pHs | | | ti ane RING (GROUND LEVEL EQUIPMENT ONLY) & $f og YW 2/0 AUG SCW TO BUILDING GROUND OR BURIED RING GROUND (ROOF ONLY) CCA ANTENNA GROUND BAR - DETAIL 2 AUG BCW TO GROUND RING (GROUND LEVEL EQUIPMENT ONLY? ) xn ( \Le2 AG BCU TO GROUND RING (GROUND LEVEL EQUIPMENT ONLY) NO SCALE | : y NG HOLE LUGS ONLY (TYP) q QW) t 2 AWG BCW TO GROUND RING rj (GROUND LEVEL EQUIPMENT ONLY) Y— 2/0 AWG BSCW TO BUILDING GROUND OR L BURIED FIELD GROUND (ROOF/PENTHOUSE) NOT TO SCALE CCA EQUIPMENT GROUND BAR - DETAIL £3 REVISIONS Huntley Pasc oe Inc. WORK DONE DATE Er: APP'D: Electrical Consulting Engineers Northcreek Office Center 19125 Northcreek Parkway, Suite 210 Bothell, Washington 98011 Tel 206) 485—0900 Fax 206) 487-1825 LATITUDE: LONGITUDE: USWEST DRAWING PLOT SCALE: 1”=1” US WEST COMMUNICATIONS 1249 NE 145th Street DESIGNED Br: F. STARR Seattle, Washington 98155 @ 2 i] | n | ! | 1 J ‘ IF THIS SCALE DOES NOT MEASURE OFF IN ONE - >P P P P e r r s INCH SEGMENTS THE DRAWING IS AT A REDUCED SCALE DRAUN BY: ™. HUNTLEY (206) 345-2336 a a ELECTRICAL (LEXPIRES 5-03-98 | 3 HP! #96056. 60 FILE: DETAILS SEA 047 STATE | COUNTY WA | KING REV NO. 0) DRAWING NO. E3-D isaac Sau N88°03'08"w {3 87601 +. aah 187600 mM m CB - G RIM=416.88 sn S IE=413.28(E) © ag Ps) IE=413.88(SE) 2 No. 52-88 AF# 9004109002. IE=413.33(S) N88°03'08’W 5330.87’ WATERLINE EASEMENT , AF # 6207240 SHI. _CINDERBLOCK WALL —_r lJ . ; . . . . . . RIM=416.74 % = 12” CMP 12° CMP. IE=413.71(W) ; ; ; _ S = F ASPHALT 4 lE=414.69(SW) a Le IF=414.59(SE) f Vv Ary 9102191103 ar F 7] ry TTT a a r : [| N88°49'02"W 245.00" |/ EASEMENT AFy 102191103 ' / | | a 7 , : Saige le VICI / = ao NITY MAP y / , NOT TO SCALE 4 ‘ / ° STORM DRAINAGE EASEMENT 4 ‘ \ AF #9102191103 WATERLINE EASEMENT ; zZ 5 , FROM CITY OF RENTON SP ; ; No. 52-88 AF# 9004109002 / y BOUNDARY MAP - ‘ / . SCALE:1°=100 st . / o> / © M) ¥ ' Fo J f m ‘ < , BUILDING E ; O = = , ie -- 4 a y BOUNDARY NOTES: lo oO. é n) p / BOUNDARY INFORMATION SHOWN HEREON IS CALCULATED FROM CITY OF 5 “O PROPOSED / < y RENTON SHORT PLAT No. 52—88 AS RECORDED IN KING COUNTY RECORDS, Z # / TOWER SITE y ; / UNDER AUDITORS FILE No. 9004109002. NO BOUNDARY SURVEY WAS z / PERFORMED. E 10 - x = VERTICAL DATUM: 4 ; NAVD ’88 BASED ON CITY OF RENTON MONUMENT. GRAPHIC SCALE 7 : 20 0 10 20 40 60 ; BENCHMARK: en en 4 b 7 CB CB “ , . CITY OF RENTON MONUMENT No. 1996 WATERLINE EASEMENT 4 RIM=416.50 RIM=416.59_ \] ae ELEVATION: NAVD ’88 = 426.409 FEET ( IN FEET ) AF # 6207240 IE=412.45(N) lE=414.49(N) l Linch = 20 ft IE=412.60(S) 1E=415.49(S)~ | HORIZONTAL DATUM: a } | . - : ee | 08 _ ! | NAD '83 (91) aN ! BASED ON CITY OF RENTON MONUMENTS No. 1844 AND 1996 . ia ‘ a | LEGAL DESCRIPTION | LOT 1, CITY OF RENTON SHORT PLAT No. 052—088, RECORDED UNDER KING | NN N N NN N ry COUNTY RECORDING No. 9004109002, RECORDS OF SAID COUNTY, BEING A PORTION OF LOT 10 JOSEPH P. MARSHALL TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 38 OF PLATS, PAGE 30, IN KING COUNTY, WASHINGTON; . . TOGETHER WITH AN EASEMENT FOR INGRESS AND EGRESS OVER AND LJ 00 ACROSS LOT 2, AS DELINEATED ON THE ABOVE DESCRIBED SHORT PLAT. Fe LEGEND Lo) | CB CATCH BASIN O = BUILDING Cc E.C.C. EXTRUDED CONCRETE CURB SITE REFERENCE INFORMATION IE INVERT ELEVATION Ch 404 50 Address: 4546 Sunset Blvd. NE HI HIGH IM=404.60 — Renton, Washington IE=404.90(12"CMP,N) oO FIRE HYDRANT aaron ease S—T-R: SW 1/4 Section 3 wy IE=402.60(4"PVC,E) . Twp. 23N., Rge. 5 E.,WM. XX WATER VALVE IE=402.90(4"PVC,S) , , IE=403.00(4"PVC,W) | N 187300 Title Co.: Stewart Title Co. N N \ Ss N\ = & S ON \ SS . m 300413 5 Monopole Lat. _47°30'22"N 3 Location Long. 122°09°33"W Data Elev. _417,50 fe | DRIVEWAY EASEMENT : rer 9102191103 error ® | of 19 9 6 Th u No v 24 10 : 5 5 : 15 19 9 6 4 4 4 19 9 6 \ K D C - \S D S K P R O J \ K D C SHEET TITLE: _ BY: = BY: REVISIONS } TOPOGRAPHIC SURVEY — — SHEET TE fh » INC, SEA-47 SUNSET HWY. SELF STORAGE CELL SITE re2r | 11/19/96 ma 515-116TH AVE NE nib DRAWING NAME: KDC—1996 .DWG SUEYNO BELLEVUE, WA 98004 1 / 1 omnes: 10/5/77 SEM ot ei ae. CUENT: BECHTEL/U.S. WEST jon Wo: KDC1996 DATE DESCRIPTION BY SEATTLE PCS \ ne u. Cu, EUF-9F-0¥9