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HomeMy WebLinkAboutLUA 97-048 - Large Format ~~ STS Ee RDM 2 eee 958. IF LEME PEE Kh CA eras SRD ES = 2 beat ae! eens blenniee Diy oe rei eg L PTeOCY Sikenmeadedrcocsl R Gp : 1S 18 . 9 1 iy abe es AVE yn GTON N HARRI 327,20 Hi g t t a n d s En t e r p r i s e s In c ? Hi g h l a n d s En t e r p r i s e s In c . rm 100 Sa ZE A E | Th A $4 = ey AE S T 3 i 4 C/ 19 TE s am e s mr e SP 00 2 - 8 6 & J (A ) (1 3 9 9 , 8 . nN Q| 41 , OR a} Oe | 2h O & |= ° 150,82 75,99 4 DE V E L O P ! 3 ~ | oa e r be OG . O T S661 PPerarew eter create dover ett tere OR a, LA U R E N C E J ER N E S T Osea Ny — 396 I; ¥ STs] , 256.74. ws logay, w 99.38 CO N V . C 2120 w 0 49.5 T. L . / 3 , Tt o (9 6 8 le bad l l l i o e e r © 25 8 AI S 3 n le 5 ba ) Le eS NI ba r k rw IS I S 2 NE . LL 16 a STF 522 il —— Sa n = Bb 38 re e r me n m a n a l 19 7 ~ sr y 4g - oy ne wn Es t ors GI a £9 $3. S2J gq 4 45 UNITS 460.2 A CO N D . | 18 UN I T S — |B A SIR CEDRIC A CONDOMINIUM 19 ~ HILLCREST 6, 37 _ & 38. 28. 2; as oma AVE. 150 a 2 3 BE T H L E H E LU T H . CH U F 100.0 oo ts Em ste 80.02 {25 75.03 80.0¢ is 80.02 7 e ad ee, 80.06 76.94 SK 63.84 75 Ro! "oO LYNNWOOD | Gaia 7 fae at +t * : NE |2TH ST ; . ook : = PROJECT se it Deo! 2 SOE goes ° , ae ee Nar 4 a eh Rea Ps -— | : IDE.O5 ae Se IB1IT os a ee - bo BLT gaan. ek: SUMMARY 2821 NORTHUP, SUITE 201 K bs :. ae po | | | | | | | L 392 BELLEVUE, WA 98004 Be : (206) 739-5000 APPLICANT: Ge PTE ake ERS | 2821 NORTHUP, SUITE 200 TEL(206) 139-5200 ¢ \ CURVE DATA: | BELLEVUE, UWA 98004 CONTACT: JIM RENSHAW L\ = 53°@0'22" R = 1bB26' 21 4 . 0 5 ! SITE ADDRESS: CONTACT Lb SBo; GREATER HI-LANDS LTD. ROB BENSUSSEN 2806 SUNSET BLYD. 2806 SUNSET BLVD. EXIST IO! om RENTON, WA 98056 RENTON, WA 98056 2 (206) 643-8492 (206) 643-3002 EXT. 207 ROOFTOP | LEVEL : | | SEWER EASEMENT ex : , te ae | PROJECT DESCRIPTION: ee = GTE PROPOSES TO CONSTRUCT A RADIO COMMUNICATIONS SITE NAME: = FACILITY. THE FACILITY WILL CONSIST OF RADIO EQUIPMENT GREATER ae \x ON A SLAB ON GRADE AND THREE ANTENNA SECTORS Eo, © WITH (4) ANTENNAS PER SECTOR (2) PRESENT AND (2). HI-LANDS jos | is FUTURE, (12 TOTAL), MOUNTED ON A NEW MONOPOLE. Om) e APPROX. ABPHALT : oe wan < | PARKING vem, | 8) ons ee BUILDING INFORMATION: SITE NUMBER: eof a | phe] 3 Mah ceed ZONING: C$ (SUBURBAN CNTR? WA 0148 vs / Aa Zo | | | | We De? Sr, NAME: ae ae fg baa ae CONSTRUCTION TYPE: N/A SUNSET cy ee ee | | | - occur ancy vA AC RRA CONTRACTOR ae yf af ASPHALT | CODE: 1994 UBC TO VERIFY ffs A ne a | ek 1993 NEC EA LOCATION OF fA he 1 Pe ie al . NEAREST ABOVE Ae ff wn Fe GROUND UTILITY ee Org, Soe Be (ERIS). GATE Cay UT. POLE VAULT Lh Ce ae tect / i ee de NO 2110 GENERAL INFORMATION: ats Trek W/TRANSFORMER Lote | PARKING IS UNAFFECTED. fy : 2. TRAFFIC 1S UNAFFECTED | | N33°5S3'40"W *\ 3. NO SIGNAGE |S PROVIDED \ 32.09' inh * oe a -LOWER ra) | w Y Wn ; CONSULTANT eas i5'-o" Tt A r ‘| EXISTING 1! BUILDING SETBACK > E BUILDING \ \ | fy APPROX |, | PROJECT MANAGER | | | cc \ UTIL POLE i NO's 318618-l6615 2139 ——__——_ /\ . 2- 1 2 - 9 7 IS S U E D FO R LA N D US E PE R M I T RE V I E W /X \ . 2- 1 7 - 9 7 IS S U E D FO R LA N D US E PE R M I T ZX 3- 1 3 - 9 7 IS S U E D FO R BU I L D I N G PE R M I T c. A | Rimes “Cores 2: ii en ie. Soamae. G poe: JM CONSULTING GROUP, INCORPORATED eet > y BOD |OBTH AVE. NE STE. II5O PROPOSED BIS | | BELLEVUE, WASHINGTON 98004 i EQUIPMENT a ‘ | \ ‘S A / | TEL: 206-631-8650 re OM fi : x | FAX: 206-631-865! 3 sae My. fp Ss, CONTACT: WALTER MALONE -WHITE UTIL POLE ‘ ‘ vA : € e Coulter fe) , NO's 318601-l66142, ee ARCH TE Zz RKKKK 114€//2122 ‘\ ARCHITEKTON Ameetnc Kibny alk: aN f 12951 BEL-RED RD, SUITE IlO : SN y BELLEVUE, WASHINGTON 38005 : ned y TEL: 206-631-1007 Se Sa a = ISTING sj \ eed vs f FAX: 206-631-|208 - eer ET 2 CONTACT: DAVID DEAN UILDING —— ; N CONC, CURE : fie J & - oo SITE PLAN oe SCALE: I" = 40'-@" LEGAL VICINITY MAP SHEET INDEX APPROVALS 3 fo T PAGE PAGE : D E S C I i O N NUMBER: _ DESCRIPTION: DOCUMENT REVIEW o fo 2 es Ob 8 8 o TAX PARCEL NUMBER: =12218@-1205-@6 TI TITLE SHEET, VICINITY MAP, Oo 8 8 oo BLOCKS 33 AND 43, CORRECTED PLAT OF RENTON HIGHLANDS NO. 2, ACCORDING TO PLAT THEREOF RECORDED IN VOLUME uw SITE PLAN ie 51 OF PLATS, PAGES 932 THROUGH 9, IN INCLUSIVE, IN KING COUNTY, WASHINGTON: | norte Ww . C-| SITE SURVEY GTEM - RF i AR HI PEK ON TOGETHER WITH VACATED IITH PLACE NORTH (SUNSET LANE NORTHEAST) AS VACATED BY CITY OF RENTON ORDINANCE NO 1839, ui > aa Res a a : RECORDED UNDER KING COUNTY RECORDING NO. 5323954: > I a hf - Q A-| BTS EQUIPMENT LAYOUT/ Dare eo oO EXCEPT THAT PORTION OF SAID BLOCK 33 DESCRIBED AS FOLLOWS: 9 Z ere oti eee eh cn ee BEGINNING AT THE MOST SOUTHERLY CORNER OF SAID BLOCK: THENCE N35°42'O0"E, ALONG THE &. LINE THEREOF, I25.0@ FEET: FA m cy LEE DORE EIEN —= ARNY W. BAILEY THENCE N54°35'42"W, PARALLEL TO THE SW LINE OF SAID BLOCK, 30.0@ FEET: S ere Gh ae, Berio a BEL-RED THENCE $35°42'00"W, PARALLEL TO THE SE LINE OF SAID BLOCK, 125.00 FEET TO THE SW LINE OF SAID BLOCK: aN aie ages ARSE. ELANCE ses spice ate THENCE $54°35'42" E, ALONG SAID SW LINE, 30.00 FEET TO THE POINT OF BEGINNING, mT saris ya : AE- STANDARD ELECTRICAL INFORMATION, GTEM - SAR FAX (206) 637-1008 EXCEPT THAT PORTION OF SAID BLOCK 43 DESCRIBED AS FOLLOWS: wee. it Cae ee Fe Ie BEGINNING AT THE POINT OF INTERSECTION OF THE W. MARGIN OF "K" ST. (KIRKLAND AVE. NE.) AND THE S. MARGIN OF 12TH AVE. NE. GTEM - LUP ATE (NE. 2TH ST: ) THENCE N88°57'l5"U, ALONG SAID S$. MARGIN [SILI FEET: are, ; , THENCE $01°02'45"W 214.05 FEET TO THE NW. MARGIN OF VACATED ITH PLACE N: | THENCE N@5°55'13"E, ALONG SAID NW, MARGIN, 1230.65 FEET TO THE W. MARGIN OF "K" ST: ; THENCE N., ALONG SAID W. MARGIN, ON A CURVE TO THE RIGHT, HAVING A RADIUS OF 361.12 FEET, AND ARC DISTANCE OF 125.41 FEET: | THENCE, CONTINUING ALONG SAID W. MARGIN, NOI’@8'5"E 3.92 FEET TO THE POINT OF BEGINNING. adm TATE OF WASHINGTON. ! SITUATE IN THE COUNTY OF KING, STATE EO Nat CU-A-HO48 We geen ep e a a e r e | NE 12TH ST LEGEND NOTE: ! — | — = P p IN RI TELEPHONE LOCATED ON te 25 a | | ee ee _ Sag*orse"e = ) POWER LINE (OVERHEAD) UTILITY POLES WITH a 7h eae Se ieee Sm” te oO POWER (UTILITY) POLE OVERHEAD POWER. 106.05 ere i GUY POLE OR ANCHOR i 1 | 9.92" 3% 0 LIGHT POLE /LUMINAIRE “ GAS LINE r | om GAS. VALVE SITE. BENCHMARK | OT PHONE LINE (OVERHEAD) PK IN ASPHALT erect 19 Cox ‘o) TELEPHONE MANHOLE ELEV=347.07 * + ‘ae -SS SEWER LINE R= 155.26 wi D ° SEWER CLEAN OUT ~ &, L = 159.89 x Zz oO CATCH BASIN = oti?" a SD STORM DRAIN leu / Pt} Lo exist toy yc \ \ ES 4 ied ieee < ! SEWER EASEMENT | ¥ \ 5 eS geen sone r Ny > FIRE HYDRANT : Q ea oe 2 \% ° CHAIN LINK FENCE : t $ S! - : hAnee seme Mi. | Lc 1S 352.49 EXISTING SPOT ELEVATION ? : ( % ! | a f CY of > ((43)) 8B a ae SURVEY POINT 21 <> » ® / | a et ve) ed aA. we c . ’ ” e , ” oui ge OLA | F 7 ASPHALT | | | ner-, 6? NAD83 47°30'11.4"N 122°10'45.8"W GROUND ELEV = 351.4 as 2/v / 4 / Kos | liad \ . NAD27 47°30'12.0°N 12210'41.4"W / | CURVE_DATA: | x | Pasty ea ea | B me CURVE DATA SITE_INFORMATION AS | oe | R = 361.72’ TAX LOT NUMBER: — 722780-1205-06 y, je Wi A £/\\ GATE Pp es ayes Ls G46 : SITE ADDRESS : 2806 SUNSET BLVD. UTIL POLE . af | “ye maar «Tee RENTON, WA 98056 NO's 318618-16675-/ / + 4/ PIA : “ W/TRANSFORMER ! cana \ SITE CONTACT : ROB BENSUSSEN 2730 ih My SS [pr e Gf, Bee oie, N33°59'40"W_ PHONE : (206) 643-9002, EXT. 207 p es ¥ / e/ : a - : 32.09 AREA 324,960 S.F. mite. 3 alt S f4 / tek qd , i 2/3/97 f 7 tower | || ss | ; LEGAL DESCRIPTION ROOFTOP NOTE: | ! [LEVEL | BOUNDARY DERIVED FROM: | BLOCKS 39 AND 43, CORRECTED PLAT OF RENTON HIGHLANDS NO. 2, | 1. RECORD OF SURVEY VOL! 31, PAGE 235 ACCORDING TO PLAT THEREOF RECORDED IN VOLUME 57 OF PLATS, PAGES . EXISTING RECORDED UNDER AF. NO. 820421903 92 THROUGH 98, IN INCLUSIVE, IN KING COUNTY, WASHINGTON: RECORDS OF KING COUNTY, WA eset \ 2. CORRECTED PLAT, RENTON HIGHLANDS NO. 2 / TOGETHER WITH VACATED 11TH PLACE NORTH (SUNSET LANE NORTHEAST) AS UTIL POLE VOL. 57, PGS. 92-98, RECORDS OF KC. WA / , VACATED BY CITY OF RENTON ORDINANCE NO 1830, RECORDED UNDER KING NO’s 318607~1667 3\\ ¥ COUNTY RECORDING NO 5323954: 774C//2722 . / ri N / EXCEPT THAT PORTION OF SAID BLOCK 39 DESCRIBED AS FOLLOWS: 6 a s - \ ~~ BEGINNING AT THE MOST SOUTHERLY CORNER OF SAID BLOCK: c |! \ 7 THENCE NORTH 35°42'00” EAST, ALONG THE SOUTHERLY LINE } a / THEREOF, 125.00 FEET; at a i THENCE NORTH 54°35'42” WEST, PARALLEL TO THE SOUTHWESTERLY LINE EXISTING os wa OF SAID BLOCK, 90.00 FEET: BUILDING / A 65>, EXIST 10” Pe i / THENCE SOUTH 35°42'00” WEST, PARALLEL TO THE SOUTHEASTERLY LINE a ie WATER. EASEMENT hy iss OF SAID BLOCK, 125.00 FEET TO THE SOUTHWESTERLY LINE OF SAID BLOCK; 03 st LY NOTE: a " THENCE SOUTH 54°35'42” EAST, ALONG SAID SOUTHWESTERLY LINE, 90.00 yh | SEE SHEET C2 FOR i: FEET TO THE POINT OF BEGINNING, NDARY => { riba olen AND EXCEPT THAT PORTION OF SAID BLOCK 43 DESCRIBED AS FOLLOWS: Vas | oN) BEGINNING AT THE POINT OF INTERSECTION OF THE WESTERLY MARGIN OF oN "K” STREET (KIRKLAND AVENUE NORTHEAST) AND THE SOUTHERLY MARGIN ay NOTES: "OF 12TH AVENUE NORTHEAST (NORTHEAST 12TH STREET); = / ! |. LOCATION. OF EXISTING. EASEMENTS THENCE NORTH 88°57'15” WEST, ALONG SAID SOUTHERLY MARGIN 151.17 . > Ly : | NUMERICAL TATA GER es a THENCE SOUTH 01°02'45” WEST 214.05 FEET TO THE NORTHWESTERLY / vA > A 10" X. 40 WATER & SEWER Ps MARGIN OF VACATED 11TH PLACE NORTH; } Vv EASEMENT LOCATED ON LOT 39 THENCE NORTH 65°55'13"” EAST, ALONG SAID NORTHWESTERLY MARGIN, y 78 Sc MOT SHOWN. NO- NUMERICAL a. 190.65 FEET TO THE WESTERLY MARGIN OF "K” STREET; | eeerid ion crven | THENCE NORTHERLY, ALONG SAID WESTERLY MARGIN, ON A CURVE TO THE | RIGHT, HAVING A RADIUS OF 361.72 FEET, AN ARC DISTANCE OF 125.41 ae et tc SITE PLAN FEET; | / . /) , THENCE, CONTINUING ALONG SAID WESTERLY MARGIN, NORTH 01°08'15’ F ( 39)) . . - SCARE: 4% 50 EAST 9.92 FEET TO THE POINT OF BEGINNING. / Se SITUATE IN THE COUNTY OF KING, “STATE OF WASHINGTON. | s RE rs ; és; ) | ed OT. : ! | 92 0GR ‘LMP, RECEVED | THIS PLAN DOES NOT REPRESENT A BOUNDARY SURVEY | UL-f -YF-0Y hi Pops oF | Tan EERO | ™~ APR 14 9 CAUTION! | REVISIONS | | DCI | Gib BENCHMARK IS HAFF (PID: SY5646)/BuRIED UTILITIES EXIST IN THE AREA | : 2 | DEVELOPivisiv! PLANNIN ATE: : i BY: ae jot COED: STATION MARK IS A HORIZONTAL | aND UTILITY INFORMATION. SHOWN MAY EL DA | SCR TION | || DUNCANSON COMPANY, INC. | IMCG aver nenton NOT BE COMPLETE. CONTACT THE ONE- | Engineering Surveying Land Planning : OF CONCRETE MONUMENT (ROUND) TILITY LOCA RVICE A MINIMUM 19625 Marine View Drive Southwest, Seattie, Washington 98166 | . : OF CONCRETE MONUMENT (ROUND) |cALL UTLITY LOCATE SERVICE A MINIM | se Vern eS, ing WA0148-B SUNSET BOULEVARD ELEV = 337.4 : SeEr ea See SE eT EXISTING SITE SURVEY : PROJECT: 96160,060 SHE ¢ NE 12TH ST S00°45'33"W a |} 1106.05" . 151.17" - z EL& RY Ol¢ on™ Ne a) & hy (gf & LA Pa S awe S al Z a opie S/2/ SK wy CURVE DATA: “ rol 900 4 S/s x “& R " 155.26" "I | ad Te. = 155.26 - | co) > ‘hi L = 159.89 ((43)) ee yy & S/Vf8 we o0° 133'59°40°W x DPN, q S 4, 32.09 7% Gh xs 3 lon, az % & | CURVE DATA: ‘Se 90 [s w SS os Sr x, | A = 145103" \ eS = || R = 361.72 P is 2 - | L = 93.76’ ? re = w <P 5+ or & ? 5 wy = / ) Css / a 3 w 2 & J in N \ / = Z = » ef 3 . = A Sy S < ef a i S rd oe SX 2? = S Ss > Ly / sot? Ky VICINITY MAP im / S ; & NOT TO SCALE > gon? AS) oly 5 j Oo ne RY RY, v Sa WSS of ve ay he _ / Ky (69) Ve / N / NY os , S/o YY wf 50° / / of / / ; / / ot / / 7 ff ae / iA ay 4 / fp y aN So>, © ‘ S50 OS Be <$. / VC SA \ SN 5 rede rs ye SSK 9 9S NS} he A aN ‘ CAUTION! | BURIED UTILITIES EXIST IN THE AREA | AND UTILITY INFORMATION SHOWN MAY } NOT BE COMPLETE. CONTACT THE ONE- BOUNDARY CALL UTILITY LOCATE SERVICE A MINIMUM bs -- OF 48 HOURS PRIOR, TO CONSTRUCTION 1"=100" |= 800-424-5995 ie THIS PLAN DOES NOT REPRESENT A BOUNDARY SURVEY | a “ c/(éy : i Wee REVISIONS = = aece GTE DATE BY as wast er VA ‘ga! : : H ‘« © , . : aaa Se DUNCANSON COMPANY, INC. ew JMCG - > me Civil Engineering Surveying Land Planning see _ Bef 9s Mea CORES Be OO SESE (A0148-B SUNSET BOULEVARD N% Sie y DRAWN: JED DATE: 2/4/97 GREATER HIGHLANDS ‘ us é ENE Al eaaect OBIRC OCD C2 EXISTING SITE SURVEY CU-A-VF-O4% LINE OF EXISTING APPROXIMATE ASPHAI PARKING AREA \ \ \ \ \ \ \ may irk \ \ PROPOSED UTILITY MOUNTING FRAME SEE DETAIL PROPOSED CHAIN LINK FENCE W/ 12" OF 3 -STRAND BARB WIRE @ TOP Uns ALL SIDES \ \ PROPOSED TRANSITION VAULT 4 COAX COT \ | | Vi | z \ \ / | / : 6 #: \ NN : 9 \ t > / \ ny oA > PROPOSED BTS td \ CABINET- SEE ENLARGED \ % LAYOUT ON THIS SHEET if, \ Lv, \ | A ” PROPOSED FUTURE / \ ) /} Ae BTS CABINET y : I Se Ran J EXISTING FENCE e4 Vv oN Se iy Deccan’ ‘ ay aes Z 42'-D" PROPOSED MONOPOLE - XQ GATE SEE waitin tue J. \ \ ST SEE ELEVATION : ! \a-3 / \ Fs Ee es CONCRETE TOWER FOUNDATION- CA | SEE MFR SHOP DRAWINGS ————! sa. rs ROUTE OF UNDERGROUND 2 UTILITIES: VERIFY WITH JIMCG ea MANAGER * a / WY J e > <— EXISTING / \ MANHOLE © \ j we \ Yeats \ | ie Vy ra — \ Ef 2a he wet \ \ =a INES Gr ies EXISTING Me BUILDING Y APROX. : 40’ HIGHT EXISTING \ ie CURB my oa gaa eu : ae yi af / ve) roa) eee \ a \ 5 x: 2 Oe ay “ae : 4 : et: a \ he <b PELE : ch a : NO's 318601-166743 nda a 9946//2122 \ REMOVE UNSUITABLE SOIL FORM EXISTING GRADE WITHIN APPROX. PROJECT AREA AND USE SUITABLE MATERIAL FROM 40° HIGHT FOUNDATION EXCAVATION TO FILL ¢ GRADE SITE WITH CROUN AS 2-5% COMPACT TO 90%. GRAVEL SITE WITH MIN. 4" OF 5/8" x 1/4" CLEAN CRUSHED ROCK WITH NO FINES Pa Pe BTS EQUIPMENT PLAN 1/4" = I'-O" INORTH tS ee ee Bt =I" ee p26 ' i eos See ae ee eee ais rl 7 bien my Ao ere er ie are ed —_—— se fF 0 RW | / wl oe | | | ; | i. 9 iineaece my | oo | | ee es Lt a a Oh ing et Pee NOTE: ONE EDGE OF ANTENNA MOUNT PLATFORM TO BE ORIENTATED 30° OFF OF TRUE NORTH (AZIMUTH, 20° TRUE NORTH) (@°* TRUE NORTH) NC Ne s Se s ON L Ni c t e t e ‘e t e , x >. A SS SECTOR: GC: - (210°): (2) DIRECTIONAL PANEL ANTENNAS, (2) FUTURE PANEL ANTENNA ANTENNA MOUNT PLATFORM AT TOP OF MONOPOLE SEE SHOP DWGS MANUFACTURERS FOR ADDITIONAL INFO SO O N VN O N 2 X3 5 vs SS es e t S Ss re g e ee e OO e/ KA L A ? SL L SS SK K oe o2 5 Sx an e s <> SN OO S 35 se s t e s xX LS S Se e s 5. 5 0 Se e OS rX> 3 ; i SSO AZIMUTH ‘ se BP DB@BD@Bs Ma Va i <2 a f} > \\ YQ QS 5 pecestaneeste . > elclstalctetatehetet - SECTOR A - (30°). (2) DIRECTIONAL PANEL ANTENNAS, (2) FUTURE PANEL ANTENNA QQ eahatetatetatees veces “sey SECTOR B - (150°) (2) DIRECTIONAL PANEL ANTENNAS (2) FUTURE PANEL ANTENNA ENLARGED ANTENNA PLAN a 3" G' s ie " QO O => BQUIPMENT CABINET \I pire KNOCKOUT PLATE 4" = f-o@" RADIO EQUIPMENT CABINET: VERIFY MANUFACTURER AND REQUIREMENTS WITH PROJECT MANAGER. <— MINIMUM REQUIRED CLEAR SPACE AROUND EQUIPMENT CABINET. MFR. TO PROVIDE KNOCKOUT FOR CONDUIT IN EQUIP. CABINET CONTRACTOR TO PROVIDE é INSTALL (2) 4" CONDUITS FROM EQUIP. CABINET TO TRANSITION VAULT PER MFR. TRANSITION VAULT MOUNTING SURFACE VARIES . \ NOTE: EQUIPMENT CABINET SUPPLIED AND INSTALLED BY OTHERS. THIS DETAIL IS FOR INFORMATION ONLY, CONTRACTOR TO VERIFY ALL CABINET REQUIREMENTS BTS EQUIPMENT DETAIL 4" = |'-O" 2821 NORTHUP, SUITE 201 BELLEVUE, WA 98004 206-739-5000 SITE NAME: GREATER HI-LANDS SITE NUMBER: WA 0148 S.R. NAME: SUNSET OR ER IS S U E BL O C K DA T E /\ . 2- 1 2 - 9 7 IS S U E D FO R LA N D US E PE R M I T RE V I E W /\ 28 ti e OT IS S U E D sF O R A L A N D . US E : PE R M I T Z\ 3- 1 3 - 9 7 IS S U E D FO R BU I L D I N G PE R M I T etn Lat RED ARNY W. BAILEY 12951 BEL—RED RD SUITE 110 BELLEVUE, WASHINGTON 98005 (208) 637-1007 FAX (206) 637-1008 ARCHITECTURE * PLANNING A-1 ARCHITEKTON JOB ® 2911 PRINT DATE 3-13-37 atin, hie EXISTING SET Y FOce | | | EXISTING | BUILDING pe (APPROX. HT. 25'-O") LIGHTING ROD \ \ eS \ (2) PANEL ANTENNAS 4 hy (2) FUTURE ANTENNAS | MOUNTED TO EACH SIDE n OF PLATFORM FOR (12) ANTENNAS TOTAL | TOP OF ANTENNAS, N { | TOWER PLATFORM - SEE-DETAIL THIS SHEET | | 4@'-@" MONOPOLE | | | | | 4' - O " EXISTING FENCE-——— CONCRETE EQUIP. PAD UTIL: SUPPORT BOARD BTS EQUIP: CABINET =: SEE EQUIP. DETAIL THIS SHEET NORTH ELEVATION 7g" = |'-@" CHAIN LINK FENCE TRANSMITTER EQUIPMENT CABINETS: PROVIDED AND INSTALLED BY OTHERS: CONTRACTOR TO VERIFY MOUNTING REQUIREMENTS WITH MANUFACTURERS 8" CONCRETE SLAB ON GRADE W/ @x@ x W25xW25 WELDED WIRE 6" COMPACTED, CRUSHED ROCK GRADE PER SITE PLAN THIS SHEET SLOPE TO DRAIN AWAY FROM PAD TO FROSTLINE '-6" MIN. TYP. ALL AROUND 2. v Blt vA > a >. : 3 . = ‘ee ES b> . 2 > Ms * \ ve id is i PYDYDY. PDYYDYAY YOY» YSYDSYIYDY YY DY YOY YOY YOY LO LLL ICL A OME MUCHO UCL T ULATED DUGG XK LIIREIEEOIIOIIEIE IOI EEE E<&<_iZ<—07IUC“<iS Ieee >> ROR ROR RRR RRR RCO RR SAI EIEIO TCS WPCC OOOO OOOOD COULGGLCOROGL yy KH COL. OG QZ CK KK OGL RAR COG LLG GGG ELIKLIKIXY2aNIAS —KX<K KS s SSS IY We ISS ISS IIS YN yy yy yy YN yy YY YS YN yy Yr YN wy yy aN Ye yy yoy yy YN YN By YS » SISSIES IEDR RE LEI ON On XK XE KX COEF ISIS IEREES WREEESS ISS SII RRA OUR RRR RELERRRIRN i av INY AD POOTRY RD ORO IRL ROR ROR BIS SLAB SECTION an a-27 72" = |'-@" MINIMUM REBAR COVER: 2" AT FORMED SURFACES 3" AT UNFORMED SURFACES *2 BAR AT lo" OC TYPICAL AT PERIMETER (2) *4 BAR, CONTINUOUS TOP AND BOTTOM 2821 NORTHUP, SUITE 20. BELLEVUE, WA 98004 (206) 739-5000 SITE NAME: GREATER HI-LANDS SITE NUMBER: WA 0148 S.R. NAME: SUNSET Te = tas > Ld aa feb pat tae sy Gan Or te | hao RE ee TS A O;ala;w ro) au ook] Tad tad OAH wl-|2|2 Spars Bl Z| 2) 5 21S) Ss) a (oa acd wa O]O}O fake} he Alala LJ} Ld} Ld GE cee Be Maes NiM| Dm DO) DO 1 O| & be ep ami nim} ra Th Pnac® Choa Mein eee ee) NEN | fe) a REGISTERED | ARCHITECT es oe aa fa. 6 BS OB. eB 2 ARCHI FEKTON 0 a @ ae C] ARNY W. BAILEY 12951 BEL-RED RD SUITE 110 BELLEVUE, WASHINGTON 98005 (206) 637-1007 FAX (206) 637-1008 CHITECTURE - PLANNING GENERAL NOTES ‘ ; | CONTRACTOR TO NOTIFY PROJECT MANAGER OF ANY DISCREPANCY 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 MANUFACTURES RECOMMENDATIONS UNLESS SPECIFICALLY INDICATED OTHERWISE OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. 4 PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A EQUIPMENT FOUNDATION NOTES | ALL CONCRETE SHALL BE MADE FROM TYPE 2 CEMENT AND SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 2800 PS. AT 28. DAYS. MAXIMUM SIZE OF AGGREGATE SHALL NOT EXCEED 3/4". SLUMP TO BE 2" To 5" 2 ALL CONCRETE SHALL BE CONSOLIDATED BY INTERNAL VIBRATION IN ACCORDANCE WITH AC. STANDARDS RECOMMENDED PRACTICE FOR CONSOLIDATION OF CONCRETE. 32 ALL COLD WEATHER/HOT WEATHER CONCRETE PLACEMENT SHALL BE IN ACCORDANCE WITH A.C). STANDARDS. 4 ASSUMED SOIL BEARING PRESSURE OF 20200 PSF. BEARING SOIL TO BE UNDISTURBED NATURAL SOIL OR COMPACTED STRUCTURAL FILL AS APPROVED BY PROJECT MANAGER. 5 ALL NEW SOIL AND SAND UNDER FOUNDATION SHALL BE COMPACTED MINIMUM 95%. 6 UNDER FOUNDATION ALL EXISTING VEGETATION IS TO BE REMOVED TO A DEPTH OF 6" BELOW GRADE REINFORCING STEEL | ALL REINFORCING STEEL SHALL BE ASTM AGI5 GRADE 602 BARS. ASTM Al85 STEEL MESH. (ALSO SEE SPECIFICATIONS) GENERAL NOTES FULL SCALE 12 GA. GALY. METAL SHROUD MTS: COA SUPPORT. BLOCKS OR OWNER APPROVED EQUAL — CABLES FURNISHED ¢ INSTALLED BY GTE: CONTRACTOR TO COORDINATE INSTALLATION W/ PROJECT MGR . 1-5/8" UNISTRUT CHANNEL | AT 3'-@"t O.C. HORIZONTALLY 1/2" EXPANSION BOK CLEA LW ett T= = 2'-@" MIN. aes * CONCRETE PAD DIMENSION TO BE DETERMINED BY SIZE AND NUMBER OF CABLES CABLE RUN SECTION ag = {-@" EXISTING GENERAL NOTES 12'-O" TYPICAL PANEL 3 STRANDS OF BARBED WIRE MOUNTED ON KNEE BRACE AS SPECIFIED ut « e. 4" OF 5/8" x 1/4" Z\z Boe CLEAN, CRUSHED ROcK Lif} Ux WITH NO FINES WITHIN alt TOP RAIL Zh. ith: PROJECT AREA mart Oa a5 8) ¥ ae ae LINE OF EXISTING GRADE 3 2" 2" MIN MESH TO i 6" MAX. _| FINISH GRADE ae os Sh H — —— unset ey : 1 Roy qm 2 o- +H PSSST STS ST SST ESTES TESTES ay, y | Oba? =a Te SITE GRADING vee @ yr vna TRUSS OR TENSION hE 18" DIA. CONC. FOOTING : <0 Z 7 ROD AS REQ'D STRETCH BAR J @ CORNER AND GATE Hi 6 8S BOTTOM TENSION ———— " WI Bove a DIA. @ LINE 19 3 On RE 18" DIA. FOOTING @ GATE “TYP. % ome a AND CORNER POST CHAIN LINK FABRIC SEE LATCH NOTE *2 12" DIA. FOOTING @ LINE POST I, ng me 4. GATE POST AND CORNER POST: 2-1/8" OD. PIPE, SCHED @® ASTM-FI@83 LINE POST: 2-1/8" OD. PIPE, SCHED 80 ASTM-FI@83 GATE FRAME: 1930" OD. SCHED 8 ASTM-FI@23 TOP AND BRACE RAIL: 166 OD. PIPE, SCHED 802 ASTM-FIQ83 CHAIN LINK FENCE 4 GATE SECTION/ELEVATION -3 (coy Rete 4" = |'-O" 5. TIE WIRE: MINIMUM || GA. GALVANIZED STEEL 6. BARBED WIRE: DOUBLE STRAND 12-1/2 OD. TWISTED WIRE TO MATCH FABRIC WITH 14 GA, 4 PT. BARBS SPACED ON APPROXIMATELY 5" CENTERS 1. GATE LATCH: |-3/8 O.1D. PLUNGER ROD WITH MUSHROOM TYPE CENTER CATCH GENERAL NOTES: 1) CONTRACTOR TO VERIFY CLEARANCES AND CONDITIONS OF EXISTING ROOFING AT LOCATION OF WORK AND REVIEW DETAILS FOR ANY REQUIRED ADJUSTMENTS. 2) PRIOR TO ANT ROOF WORK: -PROPOSED WORK TO BE APPROVED BY ROOFING MANUFACTURER AND INSTALLED BY GTE CONTRACTOR. -CONSULT WITH PROJECT MANAGER AND REVIEW PROPOSED DETAILS FOR ALL ROOF TOP PENETRATIONS AND INSTALLATIONS. -REVIEW WITH PROJECT MANAGER AND OUNER/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. ) CONTRACTOR TO NOTIFY PROJECT MANAGER OF ANY DISCREPANCIES WITH THE PROPOSED LAYOUT PRIOR TO PROCEEDING. 4) ALL PIPES, BRACKETS, PLATES, CONNECTORS AND MISC. HARDWARE TO BE HOT DIPPED GALVANIZED UNLESS OTHERWISE NOTED. 5) USE |-5/8" UNISTRUT FOR CABLE GUIDE(S), SPACED AT 36" OC. UNLESS NOTED OTHERWISE. 6) PAINT CABLE GUIDE(S)/COVERS AND MOUNTING STRUCTURES TO MATCH EXISTING ADJACENT SURFACE AS REQUIRED. 7) WEATHER SEAL/CAULK ALL PENETRATIONS IN EXISTING WALLS AND/OR ROOF 8) PAINT ANTENNA SCREENS W/SHERWIN WILLIAMS DTM ACRYLIC COATINGS. A) PRIMER DTM BONDING PRIMER *BGGA5Q. B) TOP COAT *BeE6WIO0-SERIES. Ww W GENERAL NOTES PULL. SCALE ANTENNA NOTES ) ALL ANTENNA AND COAXIAL ANTENNA CABLE TO BE FURNISHED BY GTE AND INSTALLED BY CONTRACTOR. 2) COAX SHALL BE TAGGED WITH COLOR CODING AT (2) PLACES USING I" WIDE WEATHERPROOF COLORED VINYL TAPE, AS FOLLOWS: #| AT ANTENNA CONNECTION *2 AT ENTRY TO EQUIPMENT CABINET 3) RUN COAXIAL CABLE WITH MINIMUM 12".SLACK TO 12" FROM EDGE OF EQUIPMENT CABINETS, ALONG PARAPET/ROOF ON CABLE GUIDE(S) AND DISTRIBUTE TO EACH ANTENNA DEVICE. 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) ANTENNA PAINTING SPECIFICATION - PRIMER IS SHERWIN WILLIAMS DIM BONDING PRIMER "B66A5@ AND TOP COAT APPLICATION |S SHERWIN WILLLIAMS DTM ACRYLIC COATING *BGGWID® - SERIES. ALL PAINT SHOULD MATCH ADJACENT SURFACES. FULL SCALE ANTENNA NOTES 2821 NORTHUP, SUITE 20 BELLEVUE, WA 98004 (206) 739-5000 SITE NAME: GREATER HI-LANDS | SITE NUMBER: WA 0148 SR NAME: SUNSET ee Tee IS S U E BL O C K A\ 2- 1 2 - 9 7 IS S U E D FO R LA N D US E PE R M I T RE V I E W /\ . 2- 1 7 - 9 7 IS S U E D FO R LA N D US E PE R M I T DA T E A\ 3- 1 3 - 9 7 IS S U E D FO R BU I L D I N G PE R M I T ARNY W. BAILEY 12951 BEL-RED RD SUITE 110 BELLEVUE, WASHINGTON 98005 (206) 637-1007 FAX (206) 637-1008 ARCHITECTURE « PLANNING 3'-o" FROM UTILITY CONNECTION 2-+"C, (3) 4/0 € (1) VO GRND eBay (120/24D VOLT, SINGLE PHASE) ELECTRICAL ABBREVIATIONS/SYMBOLS : SPACED AS REQ. METER aoe FOR INSTALLATION T CU COPPER (M) METER BASE OH. OVERHEAD : pees eR aR SE OF EQUIPMENT APPLETON CONNEC Ren4ov SERVICE RATED } : 17 | aca 5 (3) TYPICAL a alae airman wer ae DISCONNECT SWITCH ' Be ret (Q) JUNCTION BOX Oc. ONCENTER \| he | ¥, SW; 4 f 42 KAIC, NEMA 3R 2821 NORTHUP, SUITE 20C C2 CONDUIT ONLY @ eam Me er ee oe ae | ! 1 BEE TELCO EQUIPMENT? as deresieadnnns es ch AN 200A 2-POSITION 206-739-5000 AS NOTED 8 [| eae § ee VERIFY EQUIPMENT DASHED AREA IS PART ve MANUAL TRANSFER SWITCH ot | EXIST. EXISTING ras OD. OUTSIDE by [| 4 Z REQUIREMENTS WITH OF THE EQUIPMENT i Se ? weit adh pen oa cate * r: eee PROJECT MANAGER CABINET PACKAGE (NIC) 7 iets awe ig? RHR i ican ti ee rare 2-+"C, (3) 4/0 & (I) VO GRND FUSE | PUD PUBLIC UTILITY CONT. CONTINUATION | ie | Bey Wie ye 3 Se to SURE Cee ror ae , hee # 2-+"C, (3) 4/0 8 : DISTRICT [} DISCONNECT SWITCH WAL : i | fail Era on cries : pre ees HH HAND HOLE a yd ON q ‘ | SURGE ARRESTOR (*) GROUND ROD [HH | A cine OF CONC PAD INCOMING | PANEL | 200A PANEL eed — 6"x6"x«l/4" UNISTRUT = TELEPHONE | TAS W/ 2-lODA 2FP SIDE ELEVATION FRONT ELEVATION BASE BOLTED TO oF BREAKERS GENERAL NOTES (TYP. FOR ALL SYSTEMS) CONCRETE PAD TELCO SERVICE 42 RAC HET SR THE ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL LINE VOLTAGE NOT : Ne Lice Sparen on eae ENTRANCE a CONDUIT, WIRING AND LOW VOLTAGE CONDUIT. ALL FINAL CONNECTIONS : : . ONLY? REVIEW AND MODIFY FOR SITE SPECIFIC CONDITIONS SITE NAME: TO THE EQUIPMENT ARE TO BE OF FLEXIBLE WEATHERPROOF CONDUIT : SieeENY Unto ast Ca een ea ne ee ee ee 2. SERVICE CONSISTS OF 200 AMP, 120/24@0V, SINGLE PHASE. GRE ATER TO MBET UNIFORM. BLILDING CODES. 3. ALL PROTECTIVE DEVICES SHALL HAVE AN INTERRUPTING RATING EQUAL TO OR GREATER THAN THE 2. LOCATE BOARD PER ARCHITECTURAL PLANS AVAILABLE SHORT CIRCUIT CURRENT. HI-LANDS DIAGRAMS ARE SCHEMATIC ONLY. ACTUAL WIRING OF ALL EQUIPMENT SHALL BE PERFORMED/BASED ON EITHER MANUFACTURER'S RECOMMENDED CONTROL 3. SEE ONE-LINE DIAGRAM, THI6 SHEET FOR ADDITIONAL INFORMATION 4. THE COMPLETE ELECT SYSTEM SHALL BE GROUNDED IN ACCORDANCE WITH THE DIAGRAMS OR CONTRACTOR'S APPROVED SHOP DRAWINGS. WRITTEN NATIONAL ELECTRICAL CODE APPROVALS ON ALL EQUIPMENT AND CONTROL WIRING DIAGRAMS 5. INDOOR ENCLOSURE SHALL BE RATED NEMA |, OUTDOOR MOUNTED ENCLOSURES SHALL BE SITE NUMBER: ARE REQUIRED. RATED NEMA 3R WA 0148 S.R. NAME: GENERAL ELECTRICAL NOTES ee Se SUPPORT BOARD > ONE LINE DIAGRAM SUNSET 1/ i = |'-@" E- 1! = Be ee | COORDINATE WORK WITH PUBLIC SERVICE COMPANY ¢ PROPERTY OWNER/MANAGER 2. ALL WIRING SHALL BE COPPER THHN/THWN INSULATED COPPER ' 3. REVIEW 4 ALLOW FOR EXISTING CONDITIONS ot hel Sees 24"4 aoe aed Lee ot Maa EXIST. CONTRACTOR SHALL PAY ALL PERMITS, FEES, AND SHALL BE 1 ASPHALT RESPONSIBLE TO OBTAIN ALL REQUIRED PERMITS, COORDINATE INSPECTION AND OBTAIN BUILDING OWNERS APPROVAL. 5 ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENT OF THE NATIONAL ELECTRICAL CODE NEC. (1993) AS WELL AS | L L EQUIPMENT WITHIN DOTTED AREA |S A PREPACKAGED | << ; a EVERGOOD" PANEL (SERVICE ENTRANCE RATED, sp n ee EQUIPMENT WITHIN DASHED AREA IS PART OF THE EQUIPMENT CABINET PACKAGE (NICD APPLICABLE LOCAL CODES. 200 AMPS, |20/24@, SINGLE PHASE, 3 WIRE, 6. ALL ELECTRICAL ITEMS SHALL BE UL. APPROVED OR LISTED. Minit 2A WEEE Bit oc, | ALL WIRING INSIDE THE BUILDING SHALL RUN IN EMT. ALL WIRING OUTSIDE | | ws Une giaet | So eee THE BUILDING SHALL BE GALVANIZED RIGID STEEL CONDUITS AND cma | oe WATER TIGHT. | | | = ee —wexcavate METER BASE. : i gon a 8. WORK INCLUDES ALL LABOR AND MATERIALS DESCRIBED BY DRAWINGS = Elae AND SCOPE OF WORK, INCLUDING INCIDENTAL WORK TO PROVIDE COMPLETE, OPERATING AND APPROVED ELECTRICAL SYSTEM. a eT IS S U E BL O C K IS S U E D FO R LA N D US E PE R M I T RE V I E W IS S U E D FO R LA N D US E PE R M I T IS S U E D FO R BU I L D I N G PE R M I T io " mee 8 | [- (BY CONTRACTOR) l BE Thon oe , aie oe —1 1 Seas \ | as € GND | = = WARNING TAPE db x ee ee gran | | | oe A r] | 2 "C, (3)44/0 oe | Oe | fina yj pees & (I/O GROUND ites | foes bee eat a ||) PANEL BANEL Jo) | pp DP | *| | #2 GENERAL GROUNDING NOTES: I) GROUNDING LAYOUT MAY VARY DUE TO SITE SPECIFIC CONDITIONS. a ELECTRICAL :-CONDUIT(S): : : || | 2-1/0' MIN, SCHEDULE | | | 3 WS —— me ere, SMG ) FROM UTILITY SURGE | | | ts Let ON PLAN CONNECTION > cos, HROTECTOR : . 3) GROUND TEST: CONTRACTOR SHALL PROVIDE TEST OF THE GROUNDING ames a Chl seis spice. LE Ata pS 3 | | SYSTEM BY A CERTIFIED TESTING AGENT. PROVIDE INDEPENDENT TEST 33 ee Leese Batak ee a RESULTS TO THE PROJECT MANAGER FOR REVIEW. RESULTS TO THE sed — . iO EA | | GROUNDING SYSTEM RESISTANCE TO EARTH GROUND SHALL NOT EXCEED oe | / | Lt io an Ogg Mens neers ae 2 : : : é ies . CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ADDITIONAL ee cen | liege: OR AS SHOWN ON FLAN TELCO SERVICE Ses a Poe ose os } / 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. (T E L C O . = RP E R U T E T E Y ? DA T E NO A2 1 9 20 7 2! TO 3' - 6 " % 36 ” EL E C T R I C A L . PR I M A R T . 24 " EL E C T R I C A L SE C O N D A R Y IX 2- 1 7 - 9 7 JS , 3- 4 3 - 9 7 Z\ ae ix ja s | o | 3 GROUND CONNECTIONS AS REQUIRED. ; 2 ba & ; ane a a “| H SERVICE ENTRANCE 4) ALL GROUND WIRE SHALL BE TIN COATED AND GREEN INSULATED WIRE, ‘a ea I GROUND 2 AUG ; UNLESS OTHERWISE NOTED. PROVIDE GROUND CONDUCTORS TO GROUND 1 Ca ey, ie ae ee xc ee iy eee - RODS AS INDICATED ON GROUNDING PLANS. GROUND RODS SHALL BE me Fi us a: cI gn ak a me 5/8"8'-@2" COPPER CLAD STEEL RODS AT:‘3'-@" SPACING. PROVIDE TEST | as = Soetoro taco one Be LEAD/WELLS AS INDICATED. oats u ; 5) CONNECTIONS: ALL ABOVE-GRADE INTERIOR GROUNDING CONNECTORS ra > i — Been caer SHALL BE DOUBLE-LUG COMPRESSION TYPE. ALL BELOW-GRADE AND oS rene Gp em fem ag oem Es ee fp EXPOSED EXTERIOR GROUNDING CONNECTIONS TO PERMANENT EQUIPMENT AND FIXED BUILDING ELEMENTS SHALL BE CADWELD TYPE EXCEPT AS ae 12" MIN. / OTHERWISE INDICATED. CONNECT CABINET DOOR FRAME TO GROUND USING CLEAR NOTES: STAINLESS STEEL SELF-TAPPING SCREWS WITH DOUBLE-LUG COMPRESSION CONNECTORS. VERIFY CONNECTION LOCATIONS AND MATERIAL TYPES | EXCAVATE TO REQUIRED DEPTH oe TO AVOID POSSIBLE GALVANIC CORROSION. 2. VERIFY ALL TRENCHING REQUIREMENTS ONE ie INE D IAGRAM C= VE GOOD 7 vt Ae GROUNDING LUG AND SIZING PER LOCAL UTILITIES. on wW V. BAILE | FOR *2 AUG SOLID WIRE USE BURNDY LONG BARREL LUG TRENCH DET, : Pe. 3. CALL BEFORE YOU DIGI) CONTACT —) NEL O or | ON YA3C - 2TC38 3/8" HOLE ¢ |" HOLE SPACING a LOCAL UTILITY COMPANY 4 PAN SHINCTO! YA3C - 2N 1/2" HOLE ¢ | 3/4" SPACING = ——. = winseti : . —— —— FOR *2 AWG SOLID WIRE USE BURNDY LONG BARREL LUG YA2C@ - 2TC38 3/8" HOLE 4 |" HOLE SPACING ee cage eS UR ANTENNA COAX GROUNDS (TYP) (3) PLACES FOR *6 AWG SOLID WIRE USE BURNDY LONG BARREL LUG es i a TAGE: -2ICH V4" HOLE ¢ 5/8" SPACING . COAX GROUNDS BAR AT ANTENNA SECTOR LOCATIONS YACGC - 2TCIE2 1/4" HOLE ¢ 3/4: SPACING TRE 1 TT ee Re We f (TTP? BACH SECTOR a a ie i 4 |" NG TAGS 2 DEAS 2 ee (ANTENNA RACK (OR 46 INDICATED) aes ae 6) ALL EXPOSED GROUNDING CONNECTIONS TO BE COATED WITH : ANTENNA COAX ANT|-CORROSIVE AGENT SUCH AS "NO-OXY", "NOALOX" OR "PENETROX". GROUNDS (TY?) ERIFY PRODUCT WITH PROJECT MANAGER. 2 ieee Oe” Glee : , ARCHI#EKTON 1) ALL BOLTS, WASHERS AND NUTS USED ON GROUNDING CONNECTIONS SHALL BE STAINLESS STEEL. gr res GROUND BAR AT TOWER BASE noo og oag 6 @ ¢ €@ 8 &) RACEWAYS: ALL EXPOSED GROUNDING CONDUCTORS SHALL BE ROUTED TO TRANSITION VAULT oak IN PVC. RACEWAY. PVC RACEWAY MAY BE FLEXIBLE OR RIGID ae o Si IN PYC RACEWAY 4 ” o-_ ¢ he " GROUND CONDUCTORS SHALL NOT MAKE CONTACT WITH ANY METALLIC dy ee eee O |I2" BELOW GRADE (TYPICAL? [ GROUND FENCE CORNER POSTS (TYP) ARNY W. BAILEY ggg Q O fe 3 CONDUITS, SURFACES OR EQUIP. === CADUELD CONNECTION TOWER BAS UTILITY SUPPORT BOARD GROUND ree 310 | meg 8 (TYP 3 PLACES) ("AWG CUD BELLEVUE, WASHINGTON 98005 Q) GROUND FOR TRANSMITTER EQUIPMENT FAX (206) 637-1008 ; ARCHITECTURE * PLANNING (208) 637-1007 et FO es Sai i GROUND RING SURROUNDING PAD at | . NOTE: *2 AWG CU TO FOUNDATION REBAR > PROVIDE INDEPENDENT ELECTRICAL SERVICE ee GROUND PER LOCAL UTILITY REQUIREMENTS GROUND ROD AT CORNERS AND VERIFY SPECIFIC GROUNDING REQUIREMENTS WITH PROJECT MANAGER 5 GROUND ING ie. IAGRAM Ud = |!