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HomeMy WebLinkAboutLUA00-104 - Large Format Fol Pell) Yate TB ker | : SPI9378 Saag me 350.01 2h W E L L S A Y AT&T Sitting Process 30 L 7 AT&T Wireless has been in need of a site in this area for some time to fill in a hole along I-405. In September of 1999 AT&T began its search for a site that would meet the coverage objectives = a .(°338 De SSE me, gear = — while staying in a commercial area. Twos ore] BOT rs e & PE Despite the limited space in the Arco Service Station, AT&T pursued collocation options on the east side of I-405 in early October 1999. Coverage concerns, space issues for equipment, and pole height were among the top issues that had to be resolved. After much analysis by the RF engineer and a gallant effort to make the site work and meet coverage objectives on the east side of the freeway it was determined that we must move to the west side of the freeway. The locations in which we were denied due to Radio Frequency problems are depicted as blue on the enlarged Kroll map. SE R V I C E tT a 3% a ay te | 23 ri aya | Z| 26 Sh R84 | Ey igo to | SL so 50 [ao 20 2 ® 34TH & ¢ ee Gib FR O N T A G E 4 | id foo 6) 2 Ske cebabe tahoe elas as ci fe c. at Cater tea 7 | Since the wireless system uses “line of site” it is crucial that we locate our facility on the West side of the freeway so that the antennas are directed east towards I-405. Interference from other sites and water do not bode well for AT&T’s system, in fact they make a site impossible to achieve coverage objectives. With this in mind it was necessary to keep the antennas from pointing in the westerly direction across the water which would have been the case if we located on the east side of the freeway. iB FS 8 W4 0 . 4 2 , 7 Tso Ts { ‘ 74 . 1 3 8 )S O S I A w L& \ Ts ] AL rg ) ES T re s s P7 4 1 3 8 | We then moved across the freeway and continued on with our search now on the west side of I- 405. This was a tricky area too because of its proximity to the residential community. We chose to pursue only commercial properties to keep with the commercial use character and to diminish disturbance to the residents. AV E i Tae Eee Oe ee SARE: = = =2 =p 3 a . 33RD ST. a H 3 wy ie yt gists 33 38) 3 ee a R a ne 70 . 1 4 % % AC C E S S AC C E S S —™ > The gas stations for obvious reasons were the first priority. The very tall existing Texaco sign was our first choice. From the naked eye the sign appears to be over 50’ tall and a perfect location. If not the Texaco station then the Chevron station on the opposite side. We spent the next several months negotiating with both Chevron and Texaco and much too our disappointment were turned down and told to move on. 59 3 E) 2 “8 ME A D O W LI M I T E D Li M i T E D 70 . 5 1 60 5 t T 15 With our options dwindling we moved on to other commercial property owners down N. 30" Street. All properties in which we were denied are shown in red on the enlarged Kroll Map. ralg"48 | ay 1 In the end we did indeed find a willing commercial property owner that would allow the site. This site (the proposed location) is depicted as yellow on the Kroll map. With this property the coverage objective could be met with a tower height of just 50’, the property was zoned convenience commercial, the site was very well screened to diminish visual impacts, and could be set back at least 100” from the southern property line and residential area — a great solution. Furthermore the properties to the north, east and northwest are all commercially zoned. ig a8 | e443 ere 3 ! | | Mote Exhibit * 4 L _ I L _ B U R N E T T — ery ae 635,66 | t L SC H O O L Ed — te _ 28 | z | Tae! Gas jaz | ar | 40} 32 3 | $7 : B " =i raid Ag alg Hl . O) LL so PS eg SOT | 50 125.25 so. | PO | so iz Jab 90 Le N 28TH Se cee a 22 504 W253 | ao") - panded ho MRS ol perenne ere i i , ve ) See ---ST- pap } poy Nee BOTH estas s salen 133 ; va "7 228 ae ee ce ae a. a, fee. 1 ; t eae = ee ee oe | j \ | —-— 28TH Perks 3 B54 7 #28 i | | : JAMES L e iee i \ MARENAK LELAND F. vevawp E PETERSON PETERSON \ A, bs ADINA RIVOLI = ! | -— eae h eects ate ees save aie ! | Conveniente. Commertiol Locatiove -that weve es het were pursucA but would a 7 | | aa but turned meet Coverage ol jectives | “1 uon by, Peeper mer , LI M I T E D Apprninate coverage _ ares ATET would —e \ 1228 Ns ee ay 18 | Vive +o achieve with ste | | 4, \SPIE-75 | ; (0) ns NO T OP E N 12 2 2 45 ° a THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLEY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE. OF THIS DRAWING AND/OR THE 3 INFORMATION CONTAINED IN [TIS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. B&B: REMOVE ALL STRINGS, | TWINE & SYNTHETIC WRAP, STAKING & GUYING REQ’D ON TREES FOLD NATURAL BURLAP 5’& TALLER: (2) BVC LODGEPOLE N gl ati UNDER OR REMOVE STAKES (HIGGINS CORP. - LEGEND a/ali : (453-836-4643) INSTALL VERTICAL ‘ {sla COMPACT ALL BACKFILL BY SECURE TREE TRUNK TO STAKES SYMBOL QUANT.BOTANICAL/COMMON NAME SIZE REMARKS HAND METHODS AND WATER WITH CHAINLOCK #2 BY LISTER =|= TO REMOVE ALL VOIDS 8/3| a PLANT WITH ROOT CROWN AT t < OR UP TO 2” ABOVE FINISH d ACER RUBRUM ‘ARMSTRONG’ 2” CAL., 10’-12’ HT., UNIFORMLY BRANCHED SPECIMENS; GRADE. SPREAD ROOTS FOR ARMSTRONG MAPLE B&B BRANCHED BETWEEN 5’-6’ | | NATURAL SPREAD & DISTRIBUTION CUPRESSOCYPARIS LEYLANDII 6'HT., B&B FULL AND DENSE, UNIFORMLY i LEYLAND CYPRESS BRANCHED TO BASE ' =, 2" DEPTH MULCH AL z MYRICA CALIFORNICA/ 5 GAL. CONT. FULL AND DENSE, UNIFORMLY Zig le = é WATER BASIN CALIFORNIA BAY LAUREL BRANCHED TO BASE =la| Qlalg COTONEASTER PARNEY!! 5 GAL. CONT. FULL AND DENSE 2/312 gotta PLANTING PIT BACKFILL () PARNEY COTONEASTER a] "|O Al See COTONEASTER ‘LOWFAST’ 4" CONT. FULL, 24” O.C. TRIANG. SPACING az LOWFAST COTONEASTER SS EXCAVATE PIT 12” DEEPER & TWICE TOPSOIL NOTES THE DI mane ae 1 OVEREXCAVATE SUBGRADE AS REQUIRED TO PROVIDE FOR 6” COMPACTED DEPTH IMPORTED o| «| } SCVTGM GEEITE TOPSOIL AND 2” COMPACTED DEPTH MULCH. SCARIFY OR ROTOTILL SUBGRADE TO A MIN. a IT BY SHOVEL CUTTING. 4” DEPTH. REMOVE DEBRIS & STONE LARGER THAN 3/4” IN ANY DIMENSION REMAINING ANGLE SIDES, VERTICAL SIDES NOT ON THE SURFACE AFTER TILLING. R IF WATER ENCOUNTERED, RAISE ACCEPTABLE 2 PLACE IMPORTED SANDY LOAM TOPSOIL IN TWO LIFTS: (1) PLACE MIN 4” DEPTH 4 gt i N TOPSOIL AND ROTOTILL TO A DEPTH OF 8 INCHES TO INCORPORATE . $e “| BOTTOM OF PIT ABOVE WATER COMPACTED NATIVE SOIL {| } 23, LEVEL. AT SURFACE, FEATHER duke ie sanmeiae NEW TOON, Witt SUBSOIL. (2) FOLLOWING TILLING, PLACE MIN. 2-INCH DEPTH TOPSOIL i i : eet § MOUND INTO SURROUNDING GRADE tush) PLANT STANDARDS th ih Rosaue TYP TRE F Pp LA N Tl N G D EC] DUO US 1 CONFORM TO WASHINGTON STATE DEPT. OF AGRICULTURE (WSDA): WASHINGTON STATE wee eh eee ee a eee ee ee cee eee eta ete 2 aeSp @ , ve STANDARDS FOR NURSERY STOCK, ORDER NO. 1627 ; gest 5 | 2 AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI): ANSI-Z 60.1-1986 AMERICAN STANDARDS ONO ONO Sere ia NTS FOR NURSERY STOCK ° lial 3 AMERICAN JOINT COMMITTEE OF HORTICULTURE NOMENCLATURE: STANDARD PLANT NAMES, ee £ fo CURRENT EDITION = \/ Mi. | ou B&B: REMOVE ALL STRINGS DELIVERY, STORAGE, AND HANDLING RL Se uw TWINE & WRAP PLANT SO THAT ROOT MASS PROTECT PLANT FROM HARM AND DAMAGE AT ALL TIMES. PROTECT TREES DURING Bi § \< IS ATOR SLIGHTLY ABOVE TRANSPORT BY TYING IN BRANCHES AND COVERING ALL EXPOSED BRANCHES. EXISTINTGAZM DUA APPS TREE 4 p \2 COMPACT ALL BACKFILL BY FINISH GRADE. SPREAD ROOTS Rosecrans > ~ HAND METHODS AND WATER FOR NATURAL SPREAD 5 TO REMOVE ALL VOIDS DISTRIBUTION es PLANT DURING PERIODS NORMAL FOR OPTIMUM GROWTH, AS DETERMINED BY SEASON, za WEATHER CONDITIONS, AND ACCEPTED PRACTICE. PLANTING OPERATIONS MAY BE 6 7 CONDUCTED UNDER UNSEASONABLE CONDITIONS BY ACCEPTING FULL RESPONSIBILITY Y AA hr FOR ANY SUBSEQUENT, RESULTING LOSSES. LANDSCAPE PLAN UNDERGROUND CONDITIONS 1/8"=1"-0" fa) CREATE WATER BASIN BE FAMILIAR WITH UTILITY, MECHANICAL, AND ELECTRICAL PLANS SO THAT DIGGING OPERATIONS DO NOT DAMAGE LINES . Lu REPARED PLANTING BED GOARRANTS . oo 1 WARRANT ALL PLANT MATERIAL FOR HEALTHY, THRIVING CONDITIONS FOR ONE YEAR 9 39 FOLLOWING PLANT INSTALLATION. Ae) PLANTING PIT BACKFILL 2 DURING GUARANTEE PERIOD, IMMEDIATELY REMOVE AND REPLACE ALL DEAD, Pad 3 8 ” DISEASED, DYING, BROKEN OR DISAPPEARED PLANT MATERIALS (DUE TO ANY CAUSE, o EXCAVATE HOLE 3" DEEPER & EXCEPT AS NOTED BELOW). USE SPECIFIED PLANTS AND PERFORM AT NO Oo S$ 3 TIMES THE DIAMETER OF ADDITIONAL COST TO THE OWNER. nN x THE ROOT MASS. SCARIFY 3 DURING GUARANTEE PERIOD, THE GUARANTOR IS NOT RESPONSIBLE FOR REPLACING ESa SIDES OF PIT BY SHOVEL PLANTS DESTROYED OR DAMAGED BY VANDALISM, ACCIDENTS CAUSED BY OTHERS, 3 ®E CUTTING OR ACTS OF GOD. = ny % ) COMPACT NATIVE SOIL UNDER PLANT QUALITY Laid SHRUBS 4° & TALLER, PLANT PLANT TO AVOID SETTLING 1 PLANTS SHALL BE FRESH, WELL FOLIAGED, IN PRIME CONDITION WHEN IN LEAF, AND co AS PER TYP. TREE PLANTING EXHIBITING NORMAL HABIT OF GROWTH. ALL LEADERS AND BUDS INTACT, FREE ‘2 OF DISEASE, INJURY, AND ANY SIGN OF INSECTS. FREE OF SEEDS, WEED ROOTS AND OTHER z CONTAMINANTS. 5 TYP. CONT./B&B SHRUB PLANTING 2 PLANTS ARE TO BE NURSERY GROWN. u ie! 3 PLANTS TO BE ACCLIMATED TO THE PROJECT SITE ENVIRONMENTAL CONDITIONS. NO NTS COLD STORAGE PLANTS. 4 BALL AND BURLAPPED (B&B) STOCK IS REQUIRED TO HAVE A ROOT STRUCTURE SUFFICIENT TO INSURE SURVIVAL AND HEALTHY GROWTH. 5 CONTAINER GROWN MATERIALS ARE REQUIRED TO HAVE SUFFICIENT ROOT TO HOLD THE B&B: REMOVE ALL STRINGS, THE EARTH INTACT WHEN REMOVED FROM THE CONTAINERS BUT NOT BE ROOT BOUND. . TWINE & SYNTHETIC WRAP, -——~ STAKING & GUYING REQ’D ON TREES kK .-O FOLD NATURAL BURLAP 5’ & TALLER: (2) BVC LODGEPOLE FERTILIZER ; Le 32 UNDER OR REMOVE STAKES (HIGGINS CORP. - 1 FORMULA 4-2-2 “TRANSPLANTER” AS MANUFACTURED BY PACIFIC AGRO CO., Ee TO (453-836-4643) INSTALL VERTICAL APPLY AT RATE AS PER MANUFACTURER‘S PRINTED INSTRUCTIONS. FE® 2 AGRIFORM TABLETS. 21-GRAM SIZE, AS MANUFACTURED BY AGRIFORM INTERNATIONAL ON COMPACT ALL BACKFILL BY SECURE TREE TRUNK TO STAKES i , — O CHEMICALS, INC. 20-10-5 ANALYSIS. APPLY AT RATE OF: Om HAND METHODS AND WATER WITH CHAINLOCK #2 BY LISTER TREES: 4. TABLETS a. < TO REMOVE ALL VOIDS . PLANT WITH ROOT CROWN AT SHRUBS: 1 TABLET oe & = OR UP TO 2” ABOVE FINISH MULCH OZ GRADE. SPREAD ROOTS FOR STEERCO, GROCO, OR OTHER APPROVED COMMERCIALLY AVAILABLE FERTILE MULCH. <x O Zz I NATURAL SPREAD & DISTRIBUTION COMPACT ALL BACKFILL BY PLANT SO THAT AT LEAST > 30 PLANT INSTALLATION HAND METHODS AND 2/3 OF ROOT MASS IS IN c Lo joe . 2” DEPTH MULCH 1 EXCAVATE PLANTING HOLE. WATER TO REMOVE ALL PREPARED PLANTING BED. Grin? 7 2 PLACE PLANT IN UPRIGHT POSITION IN CENTER OF PIT, REMOVE ANY ROOT COVERING VOIDS SPREAD ROOTS FOR 5S AO oi Z AS DETAILED AND SPREAD ROOTS TO HAVE A NATURAL SPREAD AND DISTRIBUTION. NATURAL DISTRIBUTION a = FINISH REC or Es Eeeulah mei 3 BACKFILL WITH EXCAVATED MATERIAL. TAKE CARE NOT TO INJURE ROOT SYSTEM. a nwa THOROUGHLY PACK AND PUDDLE SOIL AROUND ROOTS. 2” DEPTH MULCH, REDUCE ee = axe, PLANTING PIT BACKFILL 4. FERTILIZE AS SPECIFIED. DEPTH AT ROOT COLIAR ingF a oes 5 STAKE AND GUY AS SPECIFIED A 7 6 IMMEDIATELY AFTER COMPLETION OF ALL PLANTING, THOROUGHLY WATER PLANTING ee LANDSCAPE PLAN i AREA THEN MUCH ALL PLANTING AREA TO A MINIMUM COMPACTED DEPTH OF 2 INCHES rg AND AS DETAILED FINISH < EXCAVATE PIT 12” DEEPER & TWICE GRADE DRAWN, [ CHKDBy ' ' THE DIAMETER OF THE ROOTBALL OR MAINTENANCE ROOT SPREAD. SCARIFY SIDES AND 1 MAINTAIN PLANTING AREA FOR A PERIOD OF ONE YEAR UNTIL THE END OF THE RP. BOTTOM OF PIT BY SHOVEL CUTTING. WARRANTY PERIOD. ANGLE SIDES, VERTICAL SIDES NOT 2 WATER PLANTINGS AREAS BY THOROUGH SPRINKLING. PROVIDE AS NEEDED TO KEEP CAD FILE PROJECT NO. ACCEPTABLE GROUND MOIST AND PLANTS HEALTHY. PREVENT SOIL EROSION. N i aarti pt a 3 PRUNE, CULTIVATE, FERTILIZE, SPRAY AND PERFORM OTHER NECESSARY OPERATIONS. i cc ncaa = LEVEL. ATSURFACE, FEATHER COMPACTED NATIVE SOIL AST | NM 1 . : SCALE: DATE: . MOUND TO SUPPORT TREE 2. 2 MOUND INTO SURROUNDING GRADE ci © 92] ]asnotep [yun 192000 Z WY . TYP. TREE PLANTING-CONIFER Z TYP. 4” POT/SPRIG PLANTING P NTS mis —~ CU- 00-104 q ee e GROUP OF COTTONWOOD TOP=277.8' VICINITY_MAP CITY OF RENTON KENNYDALE | ? pa al ao < a N 30TH ST G SITE ye TR L, 2777 Sy 4 \ y, - Sy a % % vs y NOTES PA R K AV E . FOUND MONUMENT IN CASE (6/5/00) WALL OF TREES TOP=259.5'+ 1. BOUNDARY LINES SHOWN ARE BASED ON ROS IN BOOK 45 OF SURVEYS AT PAGE 127 & C.D. HILLMAN’S LAKE WASHINGTON GARDEN OF EDEN, DIVISION NO.1 2. LEGAL DESCRIPTION & EASEMENTS SHOWN ARE BASED ON FIRST AMERICAN TITLE INSURANCE COMPANY ORDER NO.: 810938-C1. N89°04'38"wW ESMT RE 1999112, <e) ‘e) ie) Y > ay 07778) a) HOUSE RIDGE EL=228.0’ LEANING GARAGE VY ge | | | ' TOP=231.2’ eb OP om ew ok Y FO, CONC. Aes ge b FOUND REBAR & CAP \LS# 6434 o A aN v FOUND REBAR & CAP LS# 6434 oP a ___N89°04’38"W i 832.64 ROS ti<Ci=~=i‘<CiC ae 832.53’ MEAS FOUND MONUMENT IN CASE (6/5/00) ~ e YF oy © G ey ¥y Al by a=1°01'03.7” b=18'56' GEOGRAPHIC LOCATION PROPOSED SITE NAD 27 NAD_ 83 LAT. 47°31'04.711"-47°31'04.070" LONG. 122°11'56.492” 122°12’00.931” ELEV.= 208.2’ (NGVD 29) VS. 216’+ (BELLEVUE SOUTH QUAD). BASIS OF BEARING MERIDIAN: W.S.P.C.S. NORTH ZONE NAD 83. CITY OF RENTON SURVEY CONTROL POINT #’S: 266 & 1836. VERTICAL DAT NAVD 88 BASIS OF COORDINATES WASHINGTON STATE PLANE COORDINATE SYSTEM NORTH ZONE NAD 83 BENCH MARK ClTy_OF RENTON SURVEY CONTROL POINT #341 — TOP 5/8” STEEL ROD SET IN CONCRETE MONUMENT IN CASE 3’ EAST OF CENTERLINE INTERSECTION PARK AVE. NORTH AND N. 30TH STREET. ELEV=201.26’ (NAVD88) @ 18M 1/2” REBAR W/ RED TRIAD CONTROL CAP (JEP—2) ELEV=213.1’ LEGEND X 341.8 SPOT ELEV oe PP W/UC POWER POLE W/ UNDERGROUND CONDUITS v —— P —— OVERHEAD POWER Ee PIN FLAG q CB — CATCH BASIN Na A TS — TELEPHONE STUB v bY LS — LIGHT STANDARD TaN 6 rom FH — FIRE HYDRANT 1/2” REBAR W/ RED TRIAD vy NO TREE LINE CONTROL CAP (JEP—2) x FENCE LINE ELEV=213, D/W DRIVEWAY CUT 214 Pig a ©) DECIDUOUS TREES 6 M—MAPLE o AP-APPLE TREE ¥ xK CONIFER TREES F—FIR C-CEDAR 4? P—PINE ! ; ys 12"AP TOR =234.8 a 9 Py ¥ GRAVEL yt PIN FLAG | ASPHALT 1 sf | PIN FLAG + v | ~~ GROUP TREES TOP=315.7'+ gig ong CONCRETE 36” FIR TOP=273.5} 4, 0 | | 1 , NDERLYING CRIPTION PER FIRST AMERICAN TITLE ORDER NO. 810938- FOUND 3/4” PIPE | 3? THE EAST HALF OF THE WEST HALF OF TRACT 41 OF C.D. HILLMAN’S LAKE WASHINGTON , 0 GARDEN OF EDEN ADDITION TO SEATTLE NO. 1, ACCORDING TO PLAT RECORDED IN VOLUME 11 ae wr? | ov oX = + OF PLATS AT PAGE(S) 63, IN KING COUNTY, WASHINGTON. ¢ a +94'33" : y nye N8904'S8'W 64.257 \ ey & 2 i © O00 — ° 2 i] 3 PR O J E C T NU M B E R NU M B E R At SH E E T NU M B E R PR O J E C T - N A M E SH E E T - T I T L E DE S C R I P T I O N > 2 Zz =|" |<< [7 a Fe] o< ox [>< |>< |< a RE V . xX x x x Xx iC e s re l e s s Se r v i AT s l W i —— — — _ —— —— — =" Pi e c e ne o n Pe [~ ee e e n e e 7 ay er ae THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLEY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT 1S FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER DA T E JU N 30 / 0 0 JU N 19 / 0 0 BY RB M RB M RE V I S E D PE R BE C H T E L IS S U E D FO R B. P . / C O N S T . DE S C R I P T I O N le } RE V . "2 2 1 - 11 6 8 8 - 66 t h . Av e . Su r r e y , B. C . Y3 S 1X , Ca n a d a TE L : (6 9 4 ) 51 4 - 6 4 3 2 FA X : (6 0 4 ) 51 4 - 6 4 3 1 TO L L FR E E : 1- 8 1 1 - 3 4 5 - 4 0 4 5 EM A I L : ma l l @ t r k e n g . c o m CO N S U L T A N T : A f2 I Wi r e l e s s Se r v i c e s 61 7 Ea s t l a k e Av e n u e E. Se a t t l e , WA 98 1 0 9 —= AT e r . CL I E N T : CO L E M A N PO I N T 13 2 1 NO R T H 30 T H ST . RE N T O N , WA 98 0 5 6 PR O J E C T : SD 5 1 9 $ PS Z 5 s i SURVEY “DRAWN BY: CH’K’D BY: Par. GAD FILE: PROJECT NO. 0070-O8SU1 [0070-08 SCALE: DATE: AS NOTED JUN 19 2000 SU-1 Cu 00-10% THIS DRAWING 15 COPYRIGHTED AND IS THE SOLE PROPERTY OF THE CONTRACTOR TO TERMINATE TELCO CONDUIT AT EXISTING POLE IN ACCORDANCE WITH TELCO PROVIDER’S REQUIREMENTS EXISTING BUILDING EXISTING UTILITY POLE. CONTRACTOR TO PROVIDE ALL WORK REQUIRED BY PUGET SOUND ENERGY TO OBTAIN NEW SERVICE INCLUDING BUT NOT LIMITED TO POLE RISER, ETC. PARALLEL RUNS OF 3-#3/0 THHN IN 2 1/2” RIGID PVC CONDUIT DIRECT BURIED CONTRACTOR TO REPAIR OR “a REPLACE ANY DAMAGED LANDSCAPE : 19 3 ’ - 8 " + EXISTING GARAGE oY UMMM, EXISTING BUILDING ba . P \ a ee \\ ett A Oe wey ge aa va re WA a a Ww voy ey we wy ‘AN vow iy wh EN “ y WN voy WA Wh Wt Wh AN Ww ! \ Wh / WA \v A Wi wi uA Ww AN Wh . WA PARALLEL RUNS OF 3-#3/0 THHN IN 21/2” \\ RIGID PVC CONDUIT DIRECT BURIED \N Wt WA WA 1-2" RIGID PVC CONDUIT c/w PULLROPE WA DIRECT BURIED FOR TELCO GENERATOR RECEPTACLE PROVIDED WITH SHELTER STUB AND CAP FUTURE POWER UNDERGROUND ANTENNA CABLE DUCT BANK TERMINATE TELCO CONDUIT AT SHELTER TELCO BOARD VIA INCOMING SLEEVE. SEAL AROUND AND INSIDE CONDUIT . CONDUIT AT SHELTER inant HH —AuWn TU = ———Sa SSS —————— ——— | _—————ees —SS= | 3-#3/0 THHN PLUS #6 GROUND IN 2.1/2” ——— RIGID PVC CONDUIT DIRECT BURIED SSS p 4-2 1/2” RIGID PVC CONDUIT c/w PULLROPE —————— ——— == 1-2” RIGID PVC CONDUIT ————— DIRECT BURIED FOR TELCO noe H-FRAME 3/32"=1'-0" ELECTRICAL SITE PLAN 1) ELECTRICAL NOTES: INSTALLATION OF SECONDARY POWER AND CONNECTION TO METER SHALL BE COMPLETED IN COMPLIANCE WITH NATIONAL ELECTRIC CODE, NFPA 70, AND THE STATE OF WASHINGTON LAWS, RULES AND REGULATIONS FOR INSTALLING ELECTRIC WIRES & EQUIPMENT, ALL LATEST ISSUE, AND WITH SPECIFICATIONS PER A.S.T.M. B 231, B 400, I.C.E.A. 5651-401, 1.C.E.A. P81-570, & LOCAL PUD. PROVIDE A METER BASE PER LOCAL PUD STANDARDS. UNDERGROUND CONDUIT SHALL BE RIGID POLYVINYL CHLORIDE CONDUIT: SCHEDULE 40, TYPE 1, CONFORMING TO UL ARTICLE 651: WESTERN PLASTICS OR CARBON MANUFACTURER. COUPLINGS SHALL BE SLIP-ON, SOLVENT SEALED T PIPE: SOLVENT, WESTERN TYPE COMPATIBLE WITH PVC DUCT, ALL BENDS SHALL BE 36” MINIMUM RADIUS. ALL INDOOR CONDUIT TO BE E.M.T. ALL OUTDOOR (ABOVE GRADE) CONDUIT TO BE RIGID GALVANIZED STEEL. COUPLINGS SHALL BE RIGID STEEL AND COMPRESSION TYPE FOR E.M.T. SET SCREW FITTINGS ARE NOT PERMITTED. FOR ALL STUB-UPS, USE RIGID GALVANIZED STEEL CONDUIT. WIRE AND CABLE SHALL BE OF THE TYPE AND SIZE AS REQUIRED BY NEC. THERE WILL BE NO SPLICES ALLOWED. NEUTRAL SHALL BE COLOR CODED, INSULATION SHALL BE CROSS-LINKED POLYETHYLENE. TRENCH BACKFILL SHALL BE NATIVE MATERIAL COMPACTED TO 90% MMD. LOCATE EXISTING UNDERGROUND SPRINKLER SYSTEM PRIOR TO CONSTRUCTION. REPAIR ALL DAMAGE TO AS-NEW CONDITION. ELECTRICAL SERVICING DESIGN IS PRELIMINARY AND MAY REQUIRE MODIFICATION BASED ON LOCAL UTILITIES REQUIREMENTS. CONFIRM WITH ENGINEER PRIOR TO CONSTRUCTION. LOAD SUMMARY: OWNER. IT 1S PRODUCED SOLEY FOR. USE BY THE OWNER AND ITS AFFILIATES. OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION REPRODUCTION OR USE OF THE OWNER CONNECTED LOAD: 49.5 KVA 208 AMPS MAX. DEMAND LOAD: 38.5 KVA 160 AMPS JU N 30 / 0 0 JU N 19 / 0 0 DA T E cB cB BY DE S C R I P T I O N RE V I S E D PE R BE C H T E L IS S U E D FO R B. P . / C O N S T . e] al RE V . CO N S U L T A N T : K GI N E E R I N G EM A I L : ma l l e t r k e n g . c o m B. C . Y3 S 1X I , Ca n a d a 60 4 ) 51 4 - 6 4 3 2 FA X : (6 0 4 ) 51 4 - 6 4 3 ) TO L L FR E E : 1- 8 1 1 - 3 4 5 - 4 0 4 5 *2 2 | - 16 8 8 - S6 t h . Av e . Su r r e t TE L : Tt TT CL I E N T : i. Wi r e l e s s Se r v i c e s 61 7 Ea s t l a k e Av e n u e E. Se a t t l e , WA 98 1 0 9 {tb PR O J E C T : SD 5 1 CO L E M A N PO I N T 13 2 1 NO R T H 30 T H ST . RE N T O N , WA 98 0 5 6 | DRAWING TITLE: ELECTRICAL SITE PLAN RP. DRAWN BY: CH‘K'D BY: C.B. CAD FILE: PROJECT NO. 0070-O8E1.1 [0070-08 AS N SCALE: DATE: OTED JUN 19 2000 E-1.1 ey ~-00-loY CARA VN we X xX DIN ZINE x MHOYOOSYD ROR RR VIX CRORE o YN > KA N RE E Z, Vd, OV QQ R _ { 30 ” MI N . Y SS vx ICT. CGR YX ~~ » ~\ RE SAAS WYNN 6” 2’ - O ” Ch Ge PROVIDE MINIMUM 6” BRICK / SAND AROUND GROUND RING COMPOUND GROUND RING: #2 SOLID TINNED COPPER CADWELD CONNECTION 5/8’O x 8’-O” LONG COPPER CLAD STEEL GROUND ROD DRILL BEDROCK AS REQUIRED. PROVIDE BENTONITE BACKFILL GROUND ROD DETAIL AROUND GROUND ROD TO TOP OF DRILLED HOLE NTS Q) ANTENNA _ CABLE (TYP.) a orm a GROUND BAR aan #2 SOLID TINNED Ns COPPER CADWELD TO BASE OF bes MONOPOLE (TYP. OF 2) 1-1" PVC SLEEVE FOR GROUND SRS KR KO $ KS 1'-6" 8 @ 2" 0G. 7@ 2" 0G 4" q" 1" 35 " Yo (s ] fe } ° ° ° fe} fe} ° ° 4" GROUND BAR DETAIL Lyne HOLE (TYP. OF 15) 3/8"O GALV. LAG BOLTS (TYP. 2 PLACES) -—— FENCE POST -—— CADWELD 1/4."x3"x18"LG. COPPER GROUND BAR RRR 36” MIN. BEND RADIUS la d #2 SOLID TINNED COPPER 4-4” RIGID PVC CONDUITS c/w ANTENNA CABLES GROUND RING ANTENNA CABLE GROUNDING DETAIL AT BOTTOM OF WATER TOWER 3/4"=1'-0" 6) NTS GROUND KIT (TYP.) GROUND TAIL PD NOTE: TOWER MANUFACTURER TO COORDINATE REBAR CAGE DESIGN WITH ONSITE CONDUIT AND WAVEGUIDE ROUTING #2 SOLID TINNED COPPER FINISHED GRADE ac Ka ie AF a Ye XK RE S YX IY y Z Y RE A L E - F OR 7 Ne CONCRETE FOOTING -2 #2 SOLID TINNED COPPER TO COMPOUND GROUND RING GROUNDING NOTES: 1. ALL EXTERIOR GROUND CONNECTIONS TO BE CADWELDED. 2. ALLINTERIOR #2 SOLID GROUND CONNECTIONS TO BE MECHANICAL TYPE WITH COPPER SHIELD. USE T & B 31007 CONNECTOR FOR #2 SOLID AT INTERIOR GROUND BARS. USE ANDERSON CP-22 CRIMPTAPS TO STRANDED HALO GROUND. (USE COMPRESSION TYPE FOR ALL STANDARD STRANDED CONNECTIONS) 3. MINIMUM BENDING RADIUS FOR GROUND CABLES IS 8”. 4. NO SPLICES PERMITTED IN GROUND CONDUCTORS. 5. CONTRACTOR TO PROVIDE AND INSTALL INTERCONNECTS FROM GROUND GRID TO STRUCTURES. 6. ALL PENETRATIONS THRU SHELTER WALLS SHALL BE 45° DOWNWARD TO OUTSIDE, AND SHALL BE SEALED TO PREVENT LEAKAGE. 7. LOCATE EXISTING UNDERGROUND SPRINKLER SYSTEM PRIOR TO CONSTRUCTION. REPAIR ALL DAMAGE TO AS-NEW CONDITION. 1/2"=1'-0" in 4) #2 SOLID TINNED COPPER GROUND RING BURIED 24” BELOW GRADE #2 SOLID TINNED COPPER TO GROUND BAR IN MONOPOLE. REFER TO DETAIL #5 ON THIS DRAWING REFER TO NOTE 6 #2 SOLID TINNED COPPER | HALO DROPS PROVIDED IN SHELTER. (TYP. OF 4 LOCATIONS) REFER TO NOTE 2 a c 9 oo SURGE ARRESTOR PROVIDED WITH SHELTER q ) FUSED TRANSFER SWITCH (1 PROVIDED WITH SHELTER #2. SOLID TINNED COPPER (ED) TO FENCE POST (TYP. OF 4 LOCATIONS) ' fs U 2’-O” pe ed ! ‘i e | | ! |_| | on: : INTERIOR SHELTER 5/8” D x 8’-O” LONG COPPER H GROUND BAR. VERIFY CLAD STEEL GROUND ROD LOCATION ON SITE (TYP.) ie i} SHELTER WALL i} i) ' i} i} | | { | | ° INTERCONNECT TO GROUND 1 1 cf oF oO #2 SOLID TINNED COPPER #2 SOLID TINNED COPPER REFER TO NOTE 6 #2 SOLID TINNED COPPER TO EACH H-FRAME LEG SERVICE ENTRANCE GROUND: REFER TO NOTE 6 REFER TO NOTE6 #2 SOLID TINNED COPPER LEGEND @ GROUND ROD QO CAD WELD THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLEY FOR USE BY THE OWNER AND ITS AFFILIATES, REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT 1S FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER JU N 30 / 0 0 JU N 19 / 0 0 DA T E id cB BY RE V I S E D PE R BE C H T E L IS S U E D FO R B. P . / C O N S T . _ DE S C R I P T I O N 1 le ) RE V . py Ay U Tt ge Y > Tg 15.458 § on 9 SKIT eroor D Ye4ts Rete: oan SGPT PMVVPeE EOS. ren a ae axds SaHioh o z ha Lu lu z2 oO CO N S U L T A N T : Af - Wi r e l e s s Se r v i c e s 61 7 Ea s t l a k e Av e n u e E. Se a t t l e , WA 98 1 0 9 —= At e l . CL I E N T : CO L E M A N PO I N T 13 2 1 NO R T H 30 T H ST . RE N T O N , WA 98 0 5 6 PR O J E C T : _ ve) A Va" DRAWING TITLE: GROUNDING DETAILS DRAWN BY: CHK’D BY: R.P. C.B. CAD FILE: PROJECT NO. O0070-O8E2 [0070-08 SCALE: DATE: AS NOTED JUN 19 2000 COMPOUND GROUNDING LAYOUT 1/4"=1'-0" E-2 Cur+0b-109 221213 WEATHERPROOF KIT 204989-22 GROUNDING KIT, LOCATED NEAR BOTTOM OF MONOPOLE i] ANTENNAS. REFER TO ELEVATION FOR TYPE DIN-FEMALE TERMINATION 221213 WEATHERPROOF KIT DIN-MALE F4-PDMDM-3, 1/2” SUPERFLEX (3’-O”) DIN-MALE 221213 WEATHERPROOF KIT L5PDF-RC DIN FEMALE CONNECTIONS 221213 WEATHERPROOF KIT 204989-22 GROUNDING KIT, LOCATED NEAR TOP OF MONOPOLE 19256 B HOISTING GRIP LDF5-50A, 7/8” CO-AX YX FSJ-5OB, 1/2” SUPERFLEX (PROVIDED BY ERICSSON) \ SHELTER F4PDM DIN-MALE RA D I O L5PDF-RC DIN FEMALE i WAVEGUIDE SCHEMATIC 7/8” COAX 4) NTS (3) THIS DRAWING IS COPYRIGHTED AND 15 THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLEY 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 WRITTEN PERMISSION OF THE OWNER JU N 30 / 0 0 JU N 19 / 0 0 DA T E RB M RB M BY RE V I S E D PE R BE C H T E L IS S U E D FO R B. P . / C O N S T . DE S C R I P T I O N le } RE V . - 16 8 8 - 66 t h . Av e . Su r r e y , B. C . Y2 S 1X 1 , Ca n a d a TE L : (6 0 4 ) 51 4 - 6 4 3 2 TO L L FR E E : 1- 8 1 1 - 3 4 5 - 4 0 4 5 FA X : (6 0 4 ) 51 4 - 6 4 3 1 EM A I L : ma i l @ t r k e n g . c o m 22 1 CO N S U L T A N T : AF I S i. le s s Se r v i c e s Ir e Fo {D. Ww W 61 7 Ea s t l a k e Av e n u e E. CL I E N T : Se a t t l e , WA 98 1 0 9 CO L E M A N PO I N T PR O J E C T : SD 5 1 13 2 1 NO R T H 30 T H ST . RE N T O N , WA 98 0 5 6 DRAWING TITLE: WAVEGUIDE SCHEMATIC DRAWN BY: CH‘K'D BY: RP, R.B.M. CAD FILE: PROJECT NO. 0070-083 0070-08 SCALE: DATE: AS NOTED JUN 19 2000 E-5 Cyr -00- (6¢ AN AAG HD CONC nm MO BUSINESS UNIT HEADQUARTERS AND MANUFACTURING FACILITY ANDREW — ANG 27 Amlajack Blvd Newnan, Telephone: GA U.S.A. 30265 (770) 251-8777 FAX: (770) 304-4640 HW CO » | Vy | MA I jy ON LY 1 MANUFACTURING FACILITY ANDREW — ASC 6430 Rovana Circle Sacramento, CA U.S.A. 95828 Telephone: FAX: (9 16) 381-9380 REVISIONS INIT. REV DESCRIPTION DATE APPROVED CW — | RELEASE FOR APPROVAL 3/27/99 SL A_| CHANGES FOR STATE APPROVAL 7/14/99 THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLEY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OF USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN ITIS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER (916) 381-9378 HR OYSle Hh RCsSlloc<b-—e</rwA—-Yo N MO JU N 19 / 0 0 DA T E RB M BY IS S U E D FO R B. P . / C O N S T . DE S C R I P T I O N [e ) RE V . - 11 6 8 8 - 66 t h Av e . Su r r e y , B. C . V2 S 1x I , Ca n a d a TE L : (6 9 4 ) 51 4 - 6 4 3 2 FA X : (6 0 4 ) 51 4 - 6 4 3 1 TO L L FR E E : 1- 8 1 1 - 3 4 5 - 4 9 4 5 22 1 K GI N E E R I N G ) EM A I L : ma t l e t r k e n g . c o m CO N S U L T A N T : Af - DESIGN NOTE: SHELTER CANNOT BE PLACED CLOSER THAN 10’—0” TO A LOT LINE, PROPERTY LINE, ETC. (SEE UBC TABLE 5) BO Og SPECIFIC PROJECT DRAWINGS SHALL SPECIFY WHICH OPTIONS APPLY TO A PARTICULAR SHELTER MODEL. ALL UNITS OF A PARTICULAR MODEL NUMBER SHALL BE CONSTRUCTED WITH THE SAME DESIGN OPTIONS. STRUCTURAL FLOOR SLAB THICKNESS 2 2” THICK DESIGN LIVE LOAD PSF2O00F 200 PSF LIVE LOAD ROOF OVERHANG OH®R OH3R NO OVERHANG 3” OVERHANG DESIGN SNOW LOAD PSF6EOR 60 PSF SNOW LOAD PSFIOOR 100 PSF SNOW LOAD WALLS WALL PANEL THICKNESS 4W 4” THICK FLOOR FLOOR FLOOR SUBFLOOR INTERIOR SURFACE m SFOF NO SUBFLOOR @ RI3F NOMINAL R13 FLOOR m FFF FLOAT FINISH oO SFWF PLYWOOD, THICK Oo FTF HARD TROWEL FINISH O SFCF CEMENT BOARD, THICK FLOOR FINISH m FFIF VINYL COMPOSITION TILE Cl FFOF OTHER CEILING ROOF ROOF PANELLING EXTERIOR SURFACE m FRP50C 1/2” FRP O R2R NOMINAL R2 ROOF m FBR BROOM FINISH O FRP75C 3/4” FRP m R13R NOMINAL R13 ROOF O cCFOC OTHER O R24R NOMINAL R24 ROOF WALLS WALLS WALLS PANELLING EXTERIOR SURFACE m FRP5OW 1/2” FRP O R2W NOMINAL R2 WALLS m FAW EXPOSED AGGREGATE O FRP75W 3/4” FRP m Ri3W NOMINAL R13 WALLS go FSW SMOOTH (FLOAT) oO WFOW OTHER O R24W NOMINAL R24 WALLS m FOW OTHER (SEE CASTINGS) DESIGN CRITERIA FLOOR LIVE LOAD’, PSF 200 ROOF LIVE (SNOW) LOAD’, PSF 60 WINDWARD LEEWARD ROOF WIND LOAD, MPH (3 SECOND GUST) 150 UBC, PSF 48.8 —30.5 —42.7 BOCA, PSF 60.2 —42.0 —54.1 SBCGI; PSF 54.5 N/A —63.6 OBBC, PSF 60.2 —42.0 —54.1 ASCE7 29.7 —35.9 = 6.9 SEISMIC ZONE IV UBC, COEFFICIENT ”Z” 26 BOCA, COEFFICIENT ”Z” wae. SBCCI, COEFFICIENT ”Z” .22 OBBC, COEFFICIENT ”Z” 322 FIRE RATING OF WALLS 4” WALL (OPT ”4W") 2 HOURS * DEPENDS ON DESIGN OPTION SELECTED. MODEL EDITION CONSTRUCTION OCCUPANCY / CODE TYPE USE GROUP UBC 1991 V-—N B4 1994 V—N $2 1997 V-N S2 BOCA 1990 5B S2 1993 5B $2 1996 5B $2 SBCCI 1991 VI-UNPROTECTED $2 1994 VI-UNPROTECTED $2 1997 VI-UNPROTECTED S2 OBBC 1995 5B S2 1996 _ _ 1998 _ _ NEC 1993 = _ 1996 _ _ 1999 _ MODEL NUMBER DESIGNATION RCS 115 28 —- REINFORCED CONCRETE | SHELTER SYSTEM WIDTH: 11’-6” LENGTH: 28’ 2/WA — DETAIL NUMBER DIFFERENTIATES SHELTERS OF THE SAME SIZE WITH DIFFERENT LAYOUTS FINISHED INTERIOR HEIGHT: 976” Yo iT . le s s Se r v i c e s a ir e {D. Ww W 61 7 Ea s t l a k e Av e n u e E. Se a t t l e , WA 98 1 0 9 CL I E N T : BASIS OF DESIGN THESE PROJECT DRAWINGS ARE INTENDED TO BE USED IN CONJUNCTION WITH THE "SYS—RCS” REINFORCED CONCRETE SHELTER SYSTEM DRAWINGS (SHEETS 1 — 18). SEE "SYS—RCS” FOR ALL TYPICAL STRUCTURAL AND ARCHITECTURAL DETAILS, AND TYPICAL CASTING LAYOUTS. WHERE TYPICAL DETAILS ARE NOT APPLICABLE, PROJECT DRAWINGS SHALL SHOW SPECIFIC DESIGN DETAILS. CO L E M A N PO I N T 13 2 1 NO R T H 30 T H ST . RE N T O N , WA 98 0 5 6 PR O J E C T : SD 5 1 ANDREW CORPORATION 27 Amlajack Blvd Newnan, GA_ U.S.A. 30265 yt Telephone: (770) 251-8777 FAX (770) 304-4640 ANDREW CORPORATION 8430 Rovana Circle Sacramento, Ca., USA 95828 Telephone: (916) 381-9378 FAX# (916) 381-9380 DRAWING TITLE: SHELTER DETAILS DRAWN BY: CH‘K'D BY: RP. NOTICE: These drawings and specifications are the property of ANDREW CORPORATION. All information contained herein which is not known generally in the field of ANDREW shall be confidential except to any extent to which it is established to have been known previously from sources other than ANDREW. These drawings and specifications may not be reproduced, copied or used as the basis for the manufacture CAD FILE: PROJECT NO. 0070-O8ES1 [0070-08 SCALE: DATE: AS NOTED JUN 19 2000 or sale of apparatus without written permission. DRAWIN BY DATE TITLE “Carla Wihiny |""3/27/93_|"" SYSTEM DESIGN DATA = J. HENRY 3/30/99 re = mowers owe AT&T WIRELESS SERVICES — PROJECT MGR DATE SIZE | FCSM NO. DRAWING NUMBER Fs 1 < 3 ; B RCS11528—27WA-95 UNLESS OTHERWISE SPECIFIED SCALE PLOT SCALE SHEET OF DIMENSIONS ARE IN INCHES (MM) N.T.S. S.T.F. 1 10 ES-1 Ly -00-(6Y¥ xx >K OK OK BASE MODEL SHELTER ITEM PART NO. DESCRIPTION MAUFACTURER |MFG PART NO. 1 | 1 | EA | RCS11528-27WA-295 |CONCRETE SHELTER CASTING ANDREW - 2 | 1 | EA 367991-13 DOOR HOLDER (BUMPER & HOLD BACK HOOK) | VARIOUS - 3 | 1 | EA | 367981-121CE-2 |DOOR, 3°x7’ NH CYLINDRICAL PREP CECO - 4 | 1 | EA 367978—45 LOCKSET, DEADBOLT (BEST) BEST = 5 | 1 | BX 379890-10-1 _ |HINGES, SS 4 1/2” CHROME/BRASS STANLEY F8B191—26D 6 | 1 | EA 367966—30 DOOR DRIP CAP VARIOUS - 7 | 1. | EA | 367981-164—300 [THRESHOLD, 3’-0” TILE ONLY ANDREW - 8 | 1 | EA 379890-12 LOCKGUARD, PICKPLATE DON—JO LP—211-SL 9 | 1 | EA 367966—52 DOOR CANOPY, 30” X 46” ANDREW = 10 | 1 | EA - OPEN DOOR ALARM (367959-1) MICROSWITCH BZ—2RW82—A2 1) 1 =| EA 367991-14H | |DOOR CLOSER WITH HOLD, HD SARGENT OR EQ. - 12 2 | EA | 367976—45-3 | WEATHERSTRIP, 3'-0” LONG CECO EW210 13| 2 | EA | 367976—45-7 | WEATHERSTRIP, 7’—0” LONG CECO EW210 14 | 1 | EA | 367978-81WA _|SUPRA—TRAC LOCK (LEVER) SUPRA 001209 15 | 2 | EA 379902-108 [LITERATURE HOLDER RUBBERMAID 1862-21 16 | 17, | 8 | EA 366175-17—1 (LIGHT, INTERIOR FLUOR. W/LENS & COVER LITHONIA LB240A—120ES 18 | 16 | EA ~ BULB, FLUORESCENT COOL WHITE (D21550) PHILLIPS OR EQ. |F40/CW 19 | 1 | EA D21930-1 LIGHT, EXTERIOR WITH PHOTOCELL HARRIS 300—CP—1001NC 20 | 1 | EA 366176—94 MOTION DETECTOR HUBBEL 0S120 21 | 1 | EA = BULB, INCANDESCENT, 100W (D21570) VARIES - 22 | 4 | EA D22070 PORCLAIN BASE LEVITON OR EQ. [9875 23 | 4 | EA D22190 WIRE GUARDS McGILL 2100A 24 | 4 | EA 366176—35-1 |LIGHT BULB, DC, 60W PHILLIPS OR EQ. |60W—24V 25 | 1 | EA 366176—99 EMERGENCY LIGHT w/EXIT SIGN SURE-LITES UNH—1—SRWDH 26 | 1 | EA 366250-15 MANUAL TRANSFER SWITCH 200A SQ—D DTU224NRB 27 | 1 | EA 367986—40 DISTRIBUTION PANEL 200A, 40 SPACE SQ—D Q040M200 28 | 1 | EA 367986—-114 [DISTRIBUTION PANEL COVER SQ—D QOC40US 29 | 1 | EA 368FT—11528 [FLOOR TILE KIT ANDREW - 30 | 1 | EA - GROUND BAR (MTS)(367964—1-1) SQ—D PKOGTA6 31/1 | EA = GROUND BAR (DIST)(D21990) SQ-D PKIBGTA 32 | 2 | EA = GROUNDING BUSHING, 2” (367950-15) VARIOUS - 33.) 1 | EA = ENTRY LB, 2” (368016—109-1) VARIOUS = 34 {1 | EA 367960—58 GENERATOR RECEPTACLE, 200A 3W/3P APPLETON AJA20033—RS 35 | 1 | EA | 368P4—11528-95 [INTERIOR FRP PANELLING KIT ANDREW = 36 37 | 6 | EA - BREAKER, 20A/120V(D21430) SQ—D Q0120 38 | 1 | EA | 368WR13-11528—-95 |WALL INSULATION & FRAMING KIT ANDREW - 39 | 10 | EA 367986-3 BREAKER, 30A/240V SQ—D Q0230 40 41 42 | 1 | EA 367973-39 ALARM TERMINAL CABINET ACT 472-120-304 43] 1 | EA 367959—25 ALARM PUNCH BLOCK SIEMONS OR EQ. [66M1—25 44191 | EA 367959-25-1 [ALARM PUNCH BLOCK COVER SIEMONS OR EQ. | 566MC—4 45 | 1 | EA 367989-87 SURGE ARRESTOR AC DATA P12XXV 46 | 2 | EA £21590 THERMOSTAT DAYTON 2E206 47 | 1 | EA 367959-64 SMOKE DETECTOR ESL ESL449CSRH 48 | 40 | EA 367954—26 CLAMP. SPLICE NEWTON - 49 50 51 52 | 1 | EA 367970-68 2 HOLE BRAIDED STRAP ANDREW ss 53 | 1 | EA 367964—92 GROUNDBAR, 1/4” x 2” x 6” ANDREW _ 5414 | EA 366200—74 OUTLET CORD REEL RECEPTACLE VARIOUS = 55 | 13 | EA = RECEPTACLES (022790) VARIOUS = 56 | 1 | EA 367973—145 |COVER FOR GFI DUPLEX RECEPTACLE (WP) LE MASON CKMG 57 | 1 | EA = RECEPTACLE, GFI DUPLEX (366200-63) LEVITON OR EQ. [6898 58 59 | 1 | EA 368016—-4—2 [POWER FAIL ALARM ANDREW = 60 | 1 | EA D21490 BREAKER, 20A/240V SQ—D Q0220 61 | 1 | EA 367974—39 WIREWAY, 4” x 4”, 5’ LONG SQ—D LD45 62 | 2 | EA | 367974-36-2 |WIREWAY CLOSING PLATES SQ-D LD4CPWK 63 | 1 | EA 367961— 34 60 MINUTE TIMER, NO HOLD VARIOUS - 64 | 1 | EA 366250—60 SWITCH, 125V DC, 10A (USED WITH #65) SQ-D 2501K01 65 | 1 | EA 367973-135 |COVER PLATE (USED WITH #64)(RED) BRYANT OR EQ. _|88071—RED 66 | 1 | EA 366250-12 SWITCH, 20A\120V VARIOUS - 67 | 1 | EA | 368RR13-11528 | CEILING INSULATION /FRAMING. KIT ANDREW - 68 | 1 | EA | 368013-6-109.5 |FRP, 48” x 109.5” x 3/4” TELCO VARIOUS - 69 | 28 | FT 367982—28 TRIM, 3/4” FOR TELCO VARIOUS = 70 | 4 | EA 367954-81 |CABLE LADDER, WALL CLIP NEWTON A-1811 REVISIONS THIS DRAWING IS COPYRIGHTED ITEM| QTY |U/M PART NO. DESCRIPTION MAUFACTURER | MFG PART NO. 71 8 | EA 367954—-107 WALL ANGLE, 2” x 2” x 3 1/2” ANDREW - 72 | 32 | EA 567954—45 HANGER, HANGER BRACKET NEWTON 3029-1 73 | 24 | EA 367954—23 CLAMP, CORNER NEWTON A-1592 74 1 EA 366250—-138 MUSHROOM SWITCH (TECH—ON SITE) SQ-D 9001KR9H13 75 | 8 | EA 367954—-177 CABLE LADDER AUX. FRAMING CLIP NEWTON - 76 1 EA 366250-138-1 |CONTACTS FOR MUSHROOM SWITCH SQ-D - 77 78 | 4 =| EA 3567990—-54 WAVEGUIDE COVER PLATE ANDREW - 79 | 4 | EA 367990—-63 FULL COVER PLATE (FOR FLOOR BLOCKOUT) ANDREW = 80 | 16 | EA 367976—76—2 CAULK VULKUM, BRONZE ANDREW = 81 4 | EA 567954—-104H CABLE LADDER ENDCAPS NEWTON AS REQUIRED 82 i EA 367954-123-6 |CABLE LADDER 6” NEWTON AS REQUIRED 83 | 13 | EA 367954—123-18 |CABLE LADDER 18” NEWTON AS REQUIRED 84 | EA 36 7986-20 BREAKER, 60A/240V SQ’D Q0260 85 86 | 82 | EA = HALO STANDOFFS (CLIC-8) CLIC CLIC—8 87 * *}| 88 | 2 | EA > >K A/C MARVAIR, 3 TON, 5KW HEAT (367328-10—4S)|MARVAIR * + *| 89 | 2 | EA ** A/C INSTALLATION KIT (367316-1—5A) MARVAIR - * > | 90 1 EA ** LEAD/LAG TIMER (367961—30) MARVAIR LL357-A 91 92 i EA 3567962—18-1 FAN OUTLET ASSEMBLY = = 93 1 EA 36 7962-18 SQUIRREL VENT FAN DAYTON 40440 94 i EA 367961—-14 24 HR. TIMER DAYTON 2E025 NOTE: QTY’S IN MATERIAL LIST * WITH "*” ARE LISTED FOR REFERENCE ONLY. ACTUAL AS—BUILT QUANTITIES MAY VARY. * & SUPPLIED WITH A/C KIT * &k 2 (367986-3) EXTRA BREAKERS, 30A/240V,SQ—D #Q0120 SUPPLIED WITH A/C KIT INIT. | REV DESCRIPTION DATE APPROVED Gone Ee ee CW] — [RELEASE FOR APPROVAL 3/27/99 USEBYTHEOWNERANDITS MG| A [REV #68 6/10/99 INFORMATION CONTAINED IW Ts SL|_B [CHANGES FOR STATE APPROVAL 7/14/99 PERMISSION OFTHEOWNER SC| C | MODIFIED ITEM #i1 TO HEAVY DUTY 9/8/99 CW| D [REPLACED EXTERIOR LIGHT 9/23/99 s/5 an =|> a | oO Blz 8/9 S|E 3/6 aly 8/0 ala > oO; uy [avd a 8 ge aad § PER RSE ested ETE saggy eee, SHS Ok oO Zz ME lu Wu 4 6 CO N S U L T A N T : TE a CL I E N T : il . le s s Se r v i c e s {tD. ir e Ww W 61 7 Ea s t l a k e Av e n u e E. Se a t t l e , WA 98 1 0 9 PR O J E C T : SD 5 1 CO L E M A N PO I N T 13 2 1 NO R T H 30 T H ST . RE N T O N , WA 98 0 5 6 DRAWING TITLE: SHELTER DETAILS DRAWN By: R.P. CH‘K’D BY: ANDREW CORPORATION 27 Amlajock Blvd Newnan, GA _U.S.A. 30265 Telephone: (770) 251-8777 yt CAD FILE: PROJECT NO. PROJECT ENGR STANDARD PLAN ANDREW Jslephene: (770) 25 0070-08552 | 0070-04 “Conta Wilkin. |'3/27/98 |" BILL OF MATERIAL en lon uy J. HENRY | 3/30/99 AT&l WIRELESS SERVICES ee SHEET # 1 (@) NOTICE: REVISION LEVEL | A | D or sale of apparatus without written permission. These drawings and specifications are the property of ANDREW CORPORATION. All information contained herein which is not known generally in the field of ANDREW shall be confidential except to any extent to which ; it is established to have been known previously from sources other than ANDREW. These drawings and specifications may not be reproduced, copied or used as the basis for the manufacture PROJECT MGR UNLESS OTHERWISE SPECIFIED DIMENSIONS ARE IN INCHES (MM) FCSM NO. DRAWING NUMBER RCS11528—27WA-95 PLOT SCALE SHEET OF N.T.S. .29=12 2 10 ES-2 Cu - CO+Hoe¢ INIT. | REV DESCRIPTION DATE APPROVED OWNER::IT1S PRODUCED SOLEV FOR Cw] — | RELEASE FOR APPROVAL 3/27/99 YEE EON ANDI cs SL| A | CHANGES FOR STATE APPROVAL 7/14/99 ee GANDA cw] B | REPLACED EXTERIOR LIGHT 9/23/99 FORNPDES SOT THE WIEN 8] tu S|E #2 AWG, (GREEN) COPPER, 3/c : , SYMBOL LEGEND : 4/8" MIN. _ 1/8” MIN. STRAINDED WIRE 1/4" MAX. 1/4” MAX. 3| > : 1] 4%4"” JUNCTION BOX R= 20A 120V DUPLEX RECEPT. 2 : = - IN A 24" BOX 20A 120V SI . 1/8" MIN ee neces MEPPE, «zl [ 2"x4" JUNCTION BOX aA STRANDED WIRE x 20A 120V DUPLEX RECEPT. [7] 15A120V LIGHT SWITCH : “Au aA Z POINT BLUNT END TOWARD gap ini sien mui ieeran Ere Ate) MASTER GROUND BAR “IL AXES 20A 120V DOUBLE DUPLEX [] 2-154 120V LIGHT SWITCHES ai | Seren RECEPT. IN A 4’x4” BOX IN A 4%x4" BOX |= f ll DERM ED LAYOUT [©] 20A 240V SINGLE RECEPT. f] 5A120V LIGHT SWITCH 0 ANY ENCLOSURE _L IN A 4"%x4" BOX IN A 2"x4” BOX a)O Wn pon f} © 20A 120V SINGLE RECEPT. HINGE COVER BOX LWG. 2 HOLETPEFER IN A 2x4" BOX (HINGE TO LEFT IS SHOWN) TO DETAIL #2) (TYP) i I> aw EMT CONDUIT ql g 4 yt ‘\ G . ¢ 142” (TO RECEPT) LOa ae § SXG820 Sorted ‘OHhots SEE NOTE #3 & #3. Sern MOUNT 3/4” CONDUIT & aa CABLE LADDER LAYOUT 8 u3 ay : ON UNISTRUT 75 5 gt SE 5 DETAIL #3 (4) 3/4" BATTERY LOCATION 5 baxds —— S 3 Puril #6 STRANDED TO BOX YY (TYP) HVAC LOCATION A ; — . > Sf Yo ME x ; aye j ; rn , ira ; a ——————— = ee ees eee mAe . 2 — = 5 9 on! o HINGE WIREWAY an ~ g a { pa 5 TO OPEN DOWN 4 a koa OS | ee, ee Se ee O 3B _ & Z EXTERIOR DIMENSIONS a \ O g LENGTH: 28707 ff NN & a WIDTH: 11-6” HEIGHT: 107-3” | SEE PAGE 5 OF 10 FOR G eke ol SEE PAGE 5 OF 10 | Ww INTERIOR DIMENSIONS DETAILED LAYOUT Z | Y FOR DETAILED LAYOUT e »%2®D mi | f= 0 5 LENGTH: 27’-0” i) | | rs FS S % wiptH: §— 10-6" ff SJ | I— HVAC LOCATION B og” HEIGHT: 9/-2” ; aan boocconnnnd P= 4 nor. x Ll (7) g = ~ oO - iG a os oO \ oH ne a <n Sn Fc ( ) Sak = \ e Swo ~ \ & eo) no N N ml © | sates ap asen ees haae comes sensaerspesstopeenepaeaeretsntnietotiarineea eer mectemen meee memenesnmennararesaeneenmmnniecnenenencnaen'| brane, ' 4 U ? @ * 4a ‘ ° < 4 nig < q 4 P . V U a TO LIGH 26” (TYP (TO LIGHTS) |, 26” (TYP) |, (TO LIGHTS) |, 26" (TYP) |, PRIMARY GROUND BAR / 112” (TO SMOKE) 50” (TO SMOKE) 50” (TO SMOKE) 88” (TO DC LIGHTS TYP) METAL ENCLOSURES 1 1 NOTES: ¢ ¢ #6 OR #2 AWG, (GREEN), COPPER STRANDED WIRE 4. CONDUIT TO BE EMT OR RIGID UNLESS NOTED. MINIMUM SIZE OF CONDUIT AND LZ Lo FITTINGS 15 1/2” OR AS NOTED. UPSIZING IS PERMITTED. LAYOUT LOCATIONS ARE FOR ; LUG, 2 HOLE WA REFERENCE ONLY AND MAY VARY UNLESS NOTED OTHERWISE. Lr o Ze 2, ALL BOXES, LIGHT FIXTURES AND ELECTRICAL EQUIPMENT TO BE +1/2” UNLESS od q LOCKWASHER REQUIRED = ©, OTHERWISE NOTED. BOXES OR RECEPTACLES 6” x 6” OR SMALLER SHALL NOT BE ob O Mm INSTALLED ON PANELING TRIM. we H = z r Zz 3. COIL (CKT 9-28) 15’ OF CONDUCTORS FOR FUTURE CONNECTION OF AC POWER TO DETAIL #2 << 5 Zz EQUIPMENT. A GREEN GROUND WIRE IS TO BE PULLED FOR EACH CIRCUIT. LABEL EACH #6 OR #2 AWG STRANDED TO A FLAT SURFACE > O DROP AS TO ITS PROPER CIRCUIT. e: ay a 1. CHOOSE BOLT LENGTH TO ALLOW A MIN. OF TWO Hind gy Zz 3A. WIREWAY TO BE MOUNTED TO UNISTRUT WHICH IN TURN IS MOUNTED TO THE CEILING. THREADS EXPOSED. SA 3) aN a NIICRITICALII!:; WIREWAY IS TO BE MOUNTED 2” AWAY FROM WALL. a Ww haa SEE SHEET 7 OF 10 FOR DETAILED LAYOUT 2. BURNISH MOUNTING SURFACE FOR GOOD —— 4, COIL & TAG 10’ OF WIRES FOR DC LIGHTS & SMOKE DETECTOR IN 4x4. BOX FOR DC ELECTRICAL CONNECTION IN THE AREA OF THE LUG. WING ONE CONNECTION BY THERS. 3, APPLY NOALOX COMPOUND TO MATING SURFACE - SHELTER DETAILS 5. MAINTAIN A 9” RADIUS WHEN BENDING ALL WIRE FOR HALO. OF LUG AND WIPE OFF EXCESS COMPOUND. \ DRAWN BY: CH’K’D BY: 6. NOALOX COMPOUND IS TO BE APPLIED TO ANY METALLIC GROUNDING CONNECTION. OT ee eee ap EXCESS GREASE IS TO BE WIPED CLEAN. BURNISH MOUNTING SURFACE & APPLY NOALOX _ BETWEEN ALL GROUNDING LUG CONNECTIONS AS SPECIFIED. yt ANDREW CORPORATION CAD FILE: PROJECT NO. miajack Blv Newnan, GA U.S.A. 30265 Telephone: (770) 251- a = 7. ALLMETAL BOXES LARGER THAN 4” x 4” AND METAL FRAME WORK ARE TO BE ANDREW Fe) Soe asta” 0070-08653 _|.0070-08 GROUNDED TO THE HALO GROUND RING. DRAWN BY [OATE Te antaWilkimn | 3/27/99 REFLECTED CEILING mae eave CHECKED BY DATE 8. USE FULL COVER PLATE TO COVER THE FLOOR SLOTS. USE INSULATION AS FILLER ON J. HENRY | 3/30/99 AS NOTED —|JUN 19 2000 FLOOR SLOTS. INSULATION (FILLER) TO FILL ENTIRE SLOT. PROUECT ENGR ore AT&T NATIONAL NOTICE: These drawings and specifications are the property of ANDREW CORPORATION. All information contained herein which is not known = | DATE Sic, | FEaM NO: PeAwinenneek generally in the field of ANDREW shall be confidential except to any extent to which it is established to have been known previously from ! B R G S1 | 2 28- W /WA —_ fe) 5 sources other than ANDREW. These drawings and specifications may not be reproduced, copied or used as the basis for the manufacture — or sale of apparatus without written permission. UNLESS OTHERWISE SPECIFIED SCALE 4 z Ps PLOT SCALE SHEET OF DIMENSIONS ARE IN INCHES (MM) 1 [2 =1-0 1=1 3 10 REMSIONS THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE Cu-00-10Y¥ REVISIONS THIS DRAWING IS COPYRIGHTED. S YM B O i |. F G F N iD INIT. | REV DESCRIPTION DATE APPROVED OWNER TH RPRODUCEB OMe i, CW| — | RELEASE FOR APPROVAL 3/27/99 VERE THE CWNERAND TTS CL) 4°x4" JUNCTION BOX a Re) ore eee Oeeer SL[A [CHANGES FOR STATE APPROVAL 7/14/99 OF THIS DRAWING AND/ORTHE [©] 20A 120V SINGLE RECEPT. 1 2"x4" JUNCTION BOX CW] B | ROTATE GFI RECEPTACLE 9/25/99 PERMISSION OF THEOWNER IN A 4°x4” BOX x [)} 20A 120V DUPLEX RECEPT. [1] 15A 120V LIGHT SWITCH 8] IN A 4°x4” BOX IN A 4”x4” BOX Sq z 5, @] 20A 120V DOUBLE DUPLEX [i] 2-15A 120V LIGHT SWITCHES ° RECEPT. IN A 4°x4” BOX IN A 4”x4” BOX =|> [] 20A 240V SINGLE RECEPT. [1 5A 120V LIGHT SWITCH - IN A 4°x4” BOX IN A 2”x4” BOX B 20A 120V SINGLE RECEPT. f] HINGE COVER BOX IN A 2”x4” BOX (HINGE TO LEFT IS SHOWN) BIZ 4 (4) 3/4” g 2 3/4” a g)ig 9” 46” 24"(1YP ” crve)(86) ( 22 | | \ os q j L N 2 NY - =~ —— ; = H i \ | i °} fy » » 2 AWG, (GREEN) COPPER, | i us MIN. 178 INL CaNDES eee AI ! ! (88) (rp) /4” MAX. 1/4” MAX. SME PCRE | Sa | a a s al TE é SEE DETAIL #3 Tee Boe iM | oe 1/8” MIN. (TYP) oN ; Nt ! ! ! | eo8as 8 aa BMAX. #6 AWG, (GREEN) COPPER, ! SA GOED STRANDED WIRE | | LOCATION A | | LOCATION B | +4 Saath y ” | I 1 a] Sygaut POINT BLUNT END arr MIN, _ ir = oaQepe TOWARD MASTER 2 1" | gen GROUND BAR “ Sepa Ss ——— SSHEoR f CONNECT TO OMNI DROP © | | | | : WITH #2 STRA : (nP)(BQ)_| | | | | ME ANY ENC QR | | Fa LARGER THAN . ~ i mA” a) 2 LUG, 2 HOLE (REFER 4x4" BOX “i | | | E a TO DETAIL #2) (TYP) NOP Sey ae | | | es q =o eee 2 : LO | f | ~ az sls - 3/4 i 1 | | & = ; =) B) Ale | Po ee ieals 2 EMT Nn — 7 | | |j~— s) 1 66 | | | 5] y 63” 4 | (TYP)| (EXTERIOR) CKT#6 | 7 J | 63” (TYP) | | 42" (INTERIOR) CKT#4 (QUAD) 7 o 1 ij ci) wo 30 EXTERIOR DIMENSIONS DETAIL #o 57” (REF) B 8 ® oO LENGTH: 28’—0” #6 STRANDED TO BOX c Zz ron) WIDTH: — 11’-6” qq 5 oS HEIGHT: 10’—3” 2 x os O INTERIOR DIMENSIONS WW 0 ym rey ( )s = END WALL A LAYOUT WEND WALL C LAYOUT Ei LENGTH: 27-0” LA/ \ C | SRO ’ ” — WIDTH: 10’°-6 a ; i HEIGHT: 9’—2” B tu a U NOTES: PRIMARY GROUND BAR/ E ro 1. INTENTIONALLY LEFT BLANK a METAL ENCLOSURES -to 2. INTENTIONALLY LEFT BLANK GT fo tee an ZE® (a =O . F-————-LuG, 2 HOLE 7 SOLID WIRE One 3. CONDUIT TO BE EMT OR RIGID UNLESS NOTED. MINIMUM SIZE OF CONDUIT AND FITTINGS IS 1/2 is 2 (TINNED) COPPER os z OR AS NOTED. UPSIZING IS PERMITTED. LAYOUT LOCATIONS ARE FOR REFERENCE ONLY AND lo LONG) ZE MAY VARY UNLESS NOTED OTHERWISE. af B LXZ Il 4. ALL BOXES, LIGHT FIXTURES AND ELECTRICAL EQUIPMENT TO BE +1/2” UNLESS OTHERWISE NOTED. ie > S o) BOXES OR RECEPTACLES 6” x 6” OR SMALLER SHALL NOT BE INSTALLED ON PANELING TRIM. af 0 iz Li — a. YindxuZ 5. INTENTIONALLY LEFT BLANK LOGHWASHER SAO G REQ FE NHNU Saw 6. HALO GROUND RING TO BE MOUNTED 6” OFF CEILING. DETAIL #2 ——— 7. MAINTAIN A 9” RADIUS WHEN BENDING ALL WIRE FOR HALO. #6 OR #2, ANG STRANDED 70 3 8. NOALOX COMPOUND IS TO BE APPLIED TO ANY METALLIC GROUNDING CONNECTION. EXCESS Bt 39 STIELTERDETANS GREASE IS TO BE WIPED CLEAN. BURNISH MOUNTING SURFACE & APPLY NOALOX BETWEEN 1 Oe eeepe PENGTH TO LLG A MIN, OP PROP THREADS FSi ALL GROUNDING LUG CONNECTIONS AS SPECIFIED. 9. BURKGH aOuNAHG SUREAGE KO GEG cleowEAL - ANNE Peper 9. ALL METAL BOXES LARGER THAN 4” x 4” AND METAL FRAME WORK ARE TO BE GROUNDED ; Ss teas eieniee qomeee aes _— RP. TO THE HALO GROUND RING. “AND WIPE OFF EXCESS COMPOUND. B 5 TAI Z 4 ANDREW CORPORATION ° CAD FILE: PROJECT NO. 10. EXTERIOR DOOR & FRAME WORK ARE TO BE GROUNDED TO HALO WITH A 2-HOLE 4. A SOLID COPPER WIRE AND A MECHANICAL 2—HOLE LUG Rewnon, 8A USA, 30285 BRAIDED STRAP. ARE TO BE USED FOR ALL EXTERIOR GROUNDING. 7 ANDREW eager (ra) Bete? 0070-08684. | 0070-08 11. hate LANIER TO BE GROUNDED TO MAIN GROUND BAR WITH A #2 AWG (TINNED) SOLID ra Wilkins, | 3/27/99 | END WALL LAYOUTS SALE one + CHECKED 8Y DATE AS NOTED JUN 19 12. TELCO GROUND BAR TO BE GROUNDED TO HALO WITH A 42 AWG (GREEN) STRANDED a RES AT&T NATIONAL — COPPER WIRE. NOTICE: Th acawi d ificati . . PROJECT MGR ee SIZE | FCSM NO. DRAWNG NUMBER 13, HORN/STROBE ON EXTERIOR AND INTERIOR OF SHELTER AT THIS LOCATION WHEN OPTIONS sera to aren er tary att MY IG, Ayes sateen tren eae B RCS11528—27WA-95 #24 OR #25 ARE CHOSEN. (SEE DIMENSIONS WITH ” * ”) egy acess a anne ecenoeens specifications may not be reproduced, copied or used as the basis for the manufacture UNLESS OTHERWISE SPECIFIED SCALE , : PLOT SCALE SHEET i ad DIMENSIONS ARE IN INCHES (MM) 1/4 = -0 .25=1 2 4 — 10 Cu-00-( BY REVISIONS THIS DRAWING [5 COPYRIGHTED INIT. | REV DESCRIPTION DATE APPROVED OURIER THR DRODUC CW] — | RELEASE FOR APPROVAL 3/27/99 AFFILIATES. REPROD OT OR CORURE SYMBOL LEGEND SL] A | CHANGES FOR STATE APPROVAL 7/14/99 AO eed settee cw| B | REPLACED EXTERIOR LIGHT 9/23/99 ee ae a aa [] 4%x4” JUNCTION BOX f} 20A120V DUPLEX RECEPT. WA eB EXTERIOR DIMENSIONS 20A 120V SINGLE RECEPT. 8 | 2 INA 4"%x4" BOX ] 2%x4” JUNCTION BOX LENGTH: 28’-0” S < ‘ “ 2 (@] 20A 120V DUPLEX RECEPT. [1] 15A120V LIGHT SWITCH WIDTH: ——11’-6 HALO HALO ge nets HEIGHT: 10’-3” DOUBLE CRIMP IN A 4’x4” BOX IN A 4x4.” BOX STAND-OFF STAND-OFF =|> CONNECTION (B] 20A 120V DOUBLE DUPLEX [1] 2-154 120V LIGHT SWITCHES 8| 2 RECEPT. IN A 4x4" BOX INA 44” BOX INTERIOR DIMENSIONS all - - 20A 240V SINGLE RECEPT. [SA 120V LIGHT SWITCH LENGTH: 277-0" , A , IN A 4’x4.” BOX IN A 2’x4” BOX WIDTH: 10’-6”" 1g MIN: Ti MIN. J 20A 120V SINGLE RECEPT. HINGE COVER BOX HEIGHT: 9-2” ' THE BMS. 14" MAX. IN A 2"x4” BOX (HINGE TO LEFT IS SHOWN) 215 9"R MIN. 9”R MIN. S|E ALL AXES ALL AXES O “|S ad 2 UY d \ < at = Z| #2 AWG (GREEN) COPPER é STRANDED WIRE CTYP.) fe PRIMARY GROUND BAR / Ro METAL ENCLOSURES a TINNED COPPER #6 OR #2 AWG, (GREEN), > HALO | COPPER STRANDED WIRE 2 STAND-OFF \. [li LUG, 2 HOLE : s ¥ a gig 6 an LOCKWASHER REQUIRED egies § 58 ; Sarg! Pas a asheas 7g OHOOYE < c Qi. DETAIL #1 ae DETAIL #2 oer OMNI DROP DETAILS #6 OR #2 AWG STRANDED TO A FLAT SURFACE egHiQh NTS. o ; 1, CHOOSE BOLT LENGTH TO ALLOW A MIN. OF TWO Y é ¢ aes THREADS EXPOSED. ui 48” - 2 OO, 24” (TYP) 2, BURNISH MOUNTING SURFACE FOR GOOD 5 G #2 AWG, (GREEN) COPPER, | ELECTRICAL CONNECTION IN THE AREA OF THE LUG. << a 1/4” MAX. - 1/k” MAX. _— ee \ i 3. APPLY NOALOX COMPOUND TO MATING SURFACE o all : , 2 a L \ / OF LUG AND WIPE OFF EXCESS COMPOUND. 9 rat I #6 AING, (GREEN) COPPER b—| 19 X20K21 (6) crve) a 4. ASOLID COPPER WIRE AND A MECHANICAL 2-HOLE SE ave STRANDED WIRE D_| tS = 7 i a LUG ARE TO BE USED FOR ALL EXTERIOR GROUNDING. POINT BLUNT END TOWARD — ove mini i 6 (64\65) ui MASTER GROUND BAR (40) oo ALL AXES ® TECHON | @ = 930 d cTYP) ies Gee «SITE SWITCH 2£Goa ANY ENCLOSURE (16) “5 £>0 LARGER THAN ler Ot e Ast ~ 2 4"x4" BOX }-—-—----4 (66) i | (63) oO < = LUG, 2 HOLE (REFER =P] 8 f TO DETAIL #2) (TYP) d (3) 2 Fo . @) | | £8 g on ) FRO crv) | A) | CKT#31 | j CKT#3I Oh }—ke ale 5 EMT CONDUIT U ave) j QUAD ; ; QUAD +} she =F re \ 9 (TYP) ra) ' | | | Nye cS Zz 1 n | w | | a i Nap | : 162" | d Ss (TYP) / | | 4" (TYP) = | 50" | 113” | 103” 7 1 i DETAIL #3 #6 STRANDED TO BOX O /AD EA Oo ZS SIDE WALL “BY” LAYOUT E = S NOTES: \B) = 6 1. CONDUIT TO BE EMT OR RIGID UNLESS NOTED. MINIMUM SIZE OF CONDUIT AND FITTINGS IS 1/2” OR ot = AS NOTED. UPSIZING IS PERMITTED. LAYOUT LOCATIONS ARE FOR REFERENCE ONLY AND MAY VARY Zz 7; ” UNLESS NOTED OTHERWISE. LnZz S26 2. ALL BOXES, LIGHT FIXTURES AND ELECTRICAL EQUIPMENT TO BE +1/2” UNLESS OTHERWISE NOTED. c m2 BOXES OR RECEPTACLES 6” x 6” OR SMALLER SHALL NOT BE INSTALLED ON PANELING TRIM. Yin”renz SOLID WIRE SOO DG 3. INTENTIONALLY LEFT BLANK 7 #2 (TINNED) COPPER x AONMY Va (10’-O0” LONG) 4. HALO GROUND RING TO BE MOUNTED 6” OFF CEILING. DRAWING ITE 5, MAINTAIN A 9” RADIUS WHEN BENDING ALL WIRE FOR HALO. 5: sala lea 6. NOALOX COMPOUND IS TO BE APPLIED TO ANY METALLIC GROUNDING CONNECTION. EXCESS rai § > | loans Tenor GREASE IS TO BE WIPED CLEAN. BURNISH MOUNTING SURFACE & APPLY NO-OX BETWEEN TB ep ALLGROUNDING LUG CONNECTIONS AS SPECIFIED. © 1 LRP. NORE CORPORATION CAD FILE: PROJECT NO. 7. ALL METAL BOXES LARGER THAN 4”x 4” AND METAL FRAME WORK ARE TO BE GROUNDED ya Gites Wi. asus TO THE HALO GROUND RING. ANDREW FAXP (770) 308-4680 0070-08555 _] 0070-08 DRAWIN BY. Pa: DATE E yO» SCALE: DATE: 8. EXTERIOR DOOR & FRAME WORK ARE TO BE GROUNDED TO HALO WITH A 2-HOLE BRAIDED STRAP. —CantaWilkine | 3/27/99} SIDE WALL Bo LAYOUT J. HENRY | 3/30/99 ASNOTED [JUN 19 2000 9. TELCO GROUND BAR TO BE GROUNDED TO HALO WITH A #2 AWG (GREEN) STRANDED COPPER WIRE. DETAIL #4. ae ia AT&T NATIONAL 4 ese drawings ond specifications are the property o information containe: erein whic! nol known PROJECT MGR DATE SIZE | FCSM NO. DRAWING NUMBER Sealy “Wo AF ANDTEN Tig GORTICANGD Suton Cok Ue AC Ke ei ae Gace i a ke B RCS11528-—27WA-95 ES S) sources other than ANDREW. These drawings and specifications may not be reproduced, copied or used as the basis for the manufacture — or sale of apparatus without written permission. UNLESS OTHERWISE SPECIFIED SCALE Ht -3 ” PLOT SCALE SHEET OF DIMENSIONS ARE IN INCHES (MM) 1/2°=1-0 1=1 5 10 CU-00-10& 1/8” MIN. 1/4" MAX. 1/8” MIN. REVISIONS INIT. REV DESCRIPTION DATE APPROVED Cw] — | RELEASE FOR APPROVAL 3/27/99 SYMBOL LEGEND SL | A_| CHANGES FOR STATE APPROVAL 7/14/99 CT 4’4” JUNCTION BOX f§ ~20A 120V DUPLEX RECEPT. _ TN A 2x4” BOX EXTERIOR DIMENSIONS 20A 120V SINGLE RECEPT. has IN A 44” BOX HL Bee UNETION BOK LENGTH: — 28’-0" 2O0A 120V DUPLEX RECEPT. [1] 15A 120V LIGHT SWITCH WIPTE: 8? IN A 4%x4.” BOX IN A 4"%x4" BOX HEIGHT: — 10’-3 @] 20A 120V DOUBLE DUPLEX [1] 2-154 120V LIGHT SWITCHES STAND-OFF DOUBLE CRIMP STAND-OFF 20A 240V SINGLE RECEPT. 5A 120V LIGHT SWITCH LENGTH: 27-0" CONNECTION IN A 4"%x4" BOX IN A 2"xA” BOX 16" WIDTH: — 10’-6 AA 20A 120V SINGLE RECEPT. HINGE COVER BOX HEIGHT: 9-2” | 6} eS _ IN A 2"x4" BOX (HINGE TO LEFT Is SHOWN) 1/8” MIN. 1/4” MAX. 9’R MIN. 9°R MIN. PRIMARY GROUND BAR / ALL AXES ALL AXES fe} METAL ENCLOSURES x f \ = #6 OR #2 AWG, (GREEN), #2. AWG (GREEN) COPPER 9 COPPER STRANDED WIRE STRANDED WIRE (TYP.) f LUG, 2 HOLE Se} L N #2 SOLID TINNED COPPER HALO mm an LOCKWASHER REQUIRED stanp-oFe lif A DETAIL #2 Dy 324" #6 OR #2 AWG STRANDED TO A FLAT SURFACE £0 YU ae 1. CHOOSE BOLT LENGTH TO ALLOW A MIN. OF TWO BS SEE DETAIL #1 THREADS EXPOSED. DETAIL #1 ae (TYP) OMNI DROP DETAILS 2. BURNISH MOUNTING SURFACE FOR GOOD N.TS. ELECTRICAL CONNECTION IN THE AREA OF THE LUG. 24" (TYP) 3. APPLY NOALOX COMPOUND TO MATING SURFACE OF LUG AND WIPE OFF EXCESS COMPOUND. #2 AWG, (GREEN) COPPER, ) aa 4, ASOLID COPPER WIRE AND A MECHANICAL 2-HOLE 4/8” MIN STRANDED WIRE @erves | LUG ARE TO BE USED FOR ALL EXTERIOR GROUNDING. 1/4" MAX. y TA MAX, IR Ne le Al 4 | 3 = h man #6 AWG, (GREEN) COPPER, (TYP) (71) .| la POINT BLUNT END TOWARD gap min a] Ele MASTER GROUND BAR “ALL AXES =| OZ | | { “| ANY ENCLOSURE a LARGER THAN e (TYP) 4"x4" BOX | LUG, 2 HOLE (REFER ! A TO DETAIL #2) (TYP) z ; O) CKT#4 CKT#¥4 %| | f QuAD | f QUAD | \ | | EMT CONDUIT : ) | , \ 108” V 108 lv 4” (TYP) al 7) NOTES: 1. CONDUIT TO BE EMT OR RIGID UNLESS NOTED. MINIMUM SIZE OF CONDUIT AND FITTINGS IS 1/2” OR AS NOTED. UPSIZING IS PERMITTED. LAYOUT LOCATIONS ARE FOR REFERENCE ONLY AND MAY VARY UNLESS NOTED OTHERWISE. ‘ DETAIL #3 #6 STRANDED TO BOX 2. ALL BOXES, LIGHT FIXTURES AND ELECTRICAL EQUIPMENT TO BE +1/2” UNLESS OTHERWISE NOTED. BOXES OR RECEPTACLES 6” x 6” OR SMALLER SHALL NOT BE INSTALLED ON PANELING TRIM. 3. INTENTIONALLY LEFT BLANK es SIDE WALL “D” LAYOUT SOLID WIRE 7 #2 (TINNED) COPPER ee (10'-O” LONG) SEE DETAIL #4 (TYP) THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLEY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OF USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT 1S FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER, Sie aR =|> ~}| eo blz ae SE aS 818 | ay ala S Oj} wW fad s 8 ge 8 IG ya H § Yo¥te d genie re sagspe a 84x42 SRHoR oO za ME lu uw B Zz Z 2 Lu : s >) Ww Zz 1@) YU wi e ® _ e 30 S55 BZ qo oS Bo 22 = ve sug no ~ . oO Ee Zz ai wok UY kK © W LA FER ON on: 2 LOZ 6 HSE nave NZ ie) AON YnHnUS aw DRAWING TITLE: SHELTER DETAILS DRAWN BY: CH'K'D BY: 4. HALO GROUND RING TO BE MOUNTED 6” OFF CEILING. RP. 5. MAINTAIN A 9” RADIUS WHEN BENDING ALL WIRE FOR HALO. tt ANDREW CORPORATION CAD FILE: PROJECT NO. Newnan, GA U.S.A. 30265 Telephone: (770) 251-8777 70 6 j 6. NOALOX COMPOUND IS TO BE APPLIED TO ANY METALLIC GROUNDING CONNECTION. EXCESS ANDREW FANE (770) S04 4840 Laila bab in GREASE IS TO BE WIPED CLEAN. BURNISH MOUNTING SURFACE & APPLY NOALOX BETWEEN ALL DRAIN BY, im. ef 27/99 me wn SCALE: DATE: GROUNDING LUG CONNECTIONS AS SPECIFIED. DETAIL #4 Carla Wilkins, ey / SIDE WALL D> LAYOUT ” TT J. HENRY | 3/30/99 ASNOTED JUN 19 2000 7. ALL METAL BOXES LARGER THAN 4” x 4” AND METAL FRAME WORK ARE TO BE GROUNDED TO THE PROJECT ENGR DATE AT&l NATIONAL HALO GROUND RING. | Uhenartieawinaarandlamesineatons are the arsueciara ; ; ; PROJECT WGR DATE SIZE] FOSM NO, DRAWING NUMBER poesia mane fold Or ANDREW aha aveartdentie fcuqies wy amas ge ested aaa aba ee B R C S1 | 5 Z 8 _ 2 7 WA _ g 5 pots cr Ree ae bal a specifications may not be reproduced, copied or used as the basis for the manufacture UNLESS OTHERWISE SPECIFIED SCALE , , 7 PLOT SCALE SHEET a — DIMENSIONS ARE IN INCHES (MM) 1/4 =1-0 .20=12 6 10 Cy-00-(84 COMMERCIAL POWER INSTALLED BY OTHERS IN ACCORDANCE WITH NEC ARTICLE 230. REVISIONS THIS DRAWING IS COPYRIGHTED INIT. | REV DESCRIPTION DATE APPROVED OWNER IE EERGDUnes one: Cw] — | RELEASE FOR APPROVAL 3/27/99 Pause SL| A | CHANGES FOR STATE APPROVAL 7/14/99 panes et aw FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER 3/0 —,. 8] sie 2 \ X ae SS B| a REMOVE BONDING Elz 8} SIE 3 |o ate) 8/0 al|a | | A | | ole H rN @ fad : ane NOTES #22 | ® ® eet a 8 | rm L-s/N ge es 7 DAY TIMER | is 1. ALL WIRE COLORS FOR #6 AND LARGER SHALL BE MARKED AT Wane h = AC#1 -~\ _L_ eoOQad ACI O19 = 40" INTERVALS MAX. Skoog @ “i | . vane) ¥ (4) | 2. GROUNDING BUSHINGS MUST USE THE SAME SIZE OR LARGER Rossu® Ww ! 0 | GROUND WIRE AS ON SERVICE ENTRANCE, OR LARGEST SIZE Paggze ' (5) (6) | ACCEPTED BY BUSHING. AP gia R Oow | SaHtOh Cc | 3, ALL WIRE (UNLESS NOTED OTHERWISE) IS TO BE: a : DO Sr | #12 AWG. 2 < 2 w2 2 * THHN ONLY o 8 w) an |. | * SOLID, FOR THERMOSTAT AND ALARM WIRING (22 GA MIN.). a 3 — | * STRANDED. Ec o rr) H eS 2 a Y2 Y2 | & a E 4. CONDUIT TO BE EMT OR RIGID UNLESS NOTED. MINIMUM SIZE OF 5 Q (V4) Y1 | { CONDUIT AND FITTINGS IS 1/2” OR AS NOTED. UPSIZING IS 2 Ela wk R AC #2 7s | | PERMITTED. LAYOUT LOCATIONS ARE FOR REFERENCE ONLY AND a nN AQ O18 | MAY VARY UNLESS NOTED OTHERWISE. g y u yf | SHINEE i (4) | r© | | 5, ALL BOXES, LIGHT FIXTURES AND ELECTRICAL EQUIPMENT TO BE esate Ww i (5) (6) | #0 | +1/2” UNLESS OTHERWISE NOTED. BOXES OR RECEPTACLES 6” x 6” Om at a o a ener #OTYP. | | #IOTYP. pect wo OR SMALLER SHALL NOT BE INSTALLED ON PANELLING TRIM. * t % i . @ : / Cc ak | 30a Z0A | 6. ALLALARM WIRING INSTALLED BY ANDREW IS ASSUMED TO BE WwW ssecegag appears comarca Ol@maas Lae |B 4 | CLASS 1 WIRING PER 1999 NEC 725 UNLESS OTHERWISE SPECIFIED e #88 CHECK FOR ZERO VOLTAGE 12 | | T | | BY THE CUSTOMER AND NOTED ON THESE DRAWINGS. 2 SEs NBER pegs tie " e 976 i ok its | | 7. WIRE COLORS ARE AS FOLLOWS: & Z 2 #9 TERMINALS WITH A UNITS 7 = es 8 * ALL PHASE “A” WIRES ARE TO BE BLACK. _ ” = ON BEFORE CONNECTING ~ RECT. #3 | RECT. #4 ” ALL PHASE “B” WIRES ARE TO BE RED. Qe > TO HESETERRIINALS cre.) @2) | | * ALL PHASE "C” WIRES ARE TO BE BLUE. (IF APPLICABLE) ® = © #10 GRN GROUND WIRE \ 30A Z0A | #10 GRN GROUND WIRE * ALL GROUND WIRES ARE TO BE GREEN. Gaz PULLED FOR EACH gee PULLED FOR EACH * ALL NEUTRAL WIRES ARE TO BE WHITE. =u s CIRCUIT BREAKER. i ft CIRCUIT BREAKER. * ALL SWITCHED WIRES ARE TO BE YELLOW. = KO LABEL EACH CIRCUIT. | ij | | LABEL EACH CIRCUIT. * ALL TRAVELER WIRES ARE TO BE ORANGE AND/OR BROWN. Ss = iw |41 2 A = EACH CIRCUIT TO CO : (9 oa 2 e : EACH CIRCUIT TO 8. AMPACITY RATING TO BE PER TABLE 310-16 (1999 NEC). Z HAVE 15’ PIGTAIL - ~ HAVE 15’ PIGTAIL a (22) @) IN WIREWAY. RECT aa | | RECT. #6 IN WIREWAY. 9. CONDUIT FILL TO BE PER CHAPTER 9 (1999 NEC). g ; 30A 30, (24) cryP) —— > | oe | at ae] 808 | 10. LUG TEMP RATING TO BE 75". 7 5 | O—@ 6 } se » _ — ©) PIGTAIL DC | | | + WIRES 10’ IN Ly [24 OK . JUNCTION BOX = oc | al i No) ©) RECT. #7 | | RECT. #8 Lo eo J 3 30A |o5 26 | 30A | ZEG DC EMERGENCY LIGHTS 214 spe oh r© I AL jor os} | On ZE = D cea aa | = LAZ (> RECT. #9 | 20A |og 39 | 20a, 1-69) RECT. M10 / = 0 SPARE | 9 4 ttt nt te cts - Z ie | 2A} a) 1 | 18 GA MIN. — nh 5 <E aut Loy Ls : w\ an i | | TO ALARM ae o AG S/N —-@ -é G1 60A |, xg | 5A | = was Pi Se nA A oe |S | o—# 5% | 1 3A OF e = ' i | L -— | : DRAWING TITLE: #h | ane pe el CONTACTS SHOWN we | —_1—, W/ COIL ENERGIZED S SHELTER DETAILS D TOS (NORMAL CONDITION) a E Ti] | NORMALLY SURGE [ | ! 39 40 | DRAWN BY: HKD B ' Oo ' | Eaceiemermnter 5 | CLOSED : CH‘K'D BY: (‘arrestor aa Bs yf WH. S/N POWER FAIL A - a P. pt - NORMALLY OPE A , ; — A N SOREN. CORPORATION CAD FILE: PROJECT NO. TO ALARM BLOCK i Newnan, GA. USA. ANDREW 9 renweee” 0070-08857} 0070-08 DRAWIN BY DATE TITLE : ; antaWilkime | 3/27/99 ELECTRICAL SCHEMATIC ov mae CHECKED BY DATE J. HENRY | 3/30/99 AT&T WIRELESS SERVICES PO NGTED AUN 17 2000 PROJECT ENGR DATE STANDARD PLAN : ese drawings and specifications are the property o information containe: erein which is not known PROJECT. MGR PATE SE, | FSM NO» paca peed hte fal eee tl = ciate pind myroren, Ge ae Ek mee a _ pa ear —- B R G S1 ] 5 2 8 ~~ 2 r, WA _ Q 5 F S sources other than ANDREW. These drawings and specifications may not be reproduced, copied or used as the basis for the manufacture — or sale of apparatus without written permission. UNLESS OTHERWISE SPECIFIED SCALE PLOT SCALE SHEET OF DIMENSIONS ARE IN INCHES (NM) N.T.S. 29=12 f 10 CU- 06—-(84 NEU LI KEYWAY APPLETON AJA20033RS (367960-58) FRONT EXTERIOR VIEW OF GENERATOR RECEPTACLE (STANDARD GENERATOR RECEPT DETAIL) EN DOOR ALARM REVISIONS THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLEY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OF USE INIT. | REV DESCRIPTION DATE APPROVED CW] — | RELEASE FOR APPROVAL 3/27/99 SL} A | CHANGES FOR STATE APPROVAL 7/14/99 OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER wy Z SS Nn HIGH TEMP. LO TEMP. SURGE ARRESTOR SMOKE DETECTOR POWER FAIL S/N 10 11 12 13 14 15 16 17 18 19 20 49 50 (43) ALARM SCHEMATIC ALARM NOTES: ALL ALARM WIRE TO BE 22GA SOLID. ALARMS WILL OPEN IN ALARM CONDITION. LABEL INDIVIDUAL ALARMS AS LISTED. CONNECT ALARMS TO LEFT SIDE OF “66” BLOCK. NOTES: ALL WIRE COLORS FOR #6 AND LARGER SHALL BE MARKED AT 40” INTERVALS MAX. GROUNDING BUSHINGS MUST USE THE SAME SIZE OR LARGER GROUND WIRE AS ON SERVICE ENTRANCE, OR LARGEST SIZE ACCEPTED BY BUSHING. ALL WIRE (UNLESS NOTED OTHERWISE) IS TO BE: * #12 AWG. * THHN ONLY * SOLID, FOR THERMOSTAT AND ALARM WIRING (22 GA MIN.). * STRANDED. CONDUIT TO BE EMT OR RIGID UNLESS NOTED. MINIMUM SIZE OF CONDUIT AND FITTINGS IS 1/2” OR AS NOTED. UPSIZING 15 PERMITTED. LAYOUT LOCATIONS ARE FOR REFERENCE ONLY AND MAY VARY UNLESS NOTED OTHERWISE. ALL ALARM WIRING INSTALLED BY ANDREW IS ASSUMED TO BE CLASS 1 WIRING PER 1999 NEC 725 UNLESS OTHERWISE SPECIFIED BY THE CUSTOMER AND NOTED ON THESE DRAWINGS. WIRE COLORS ARE AS FOLLOWS: * ALL PHASE “A” WIRES ARE TO BE BLACK. * ALL PHASE “B” WIRES ARE TO BE RED. * ALL PHASE “C” WIRES ARE TO BE BLUE. (IF APPLICABLE) * ALL GROUND WIRES ARE TO BE GREEN. * ALL NEUTRAL WIRES ARE TO BE WHITE. * ALL SWITCHED WIRES ARE TO BE YELLOW. * ALL TRAVELER WIRES ARE TO BE ORANGE AND/OR BROWN. DA T E JU N 19 / 0 0 RB M BY DE S C R I P T I O N IS S U E D FO R B. P . / C O N S T . Oo RE V . w» 3 8 vz Bi > ’ <b ,-4 2 moat SXTT9 ‘inane Sorta gree a Oat 8n9dp ESOS 1@™~ aeaxa Qs edHite K GI N E E R I N G ) =M A I L : ma l l é @ t r k e n g . c o m CO N S U L T A N T : A = Wi r e l e s s Se r v i c e s 61 7 Ea s t l a k e Av e n u e E. Se a t t l e , WA 98 1 0 9 —— = Af a r . CL I E N T : CO L E M A N PO I N T 13 2 1 NO R T H 30 T H ST . RE N T O N , WA 98 0 5 6 PR O J E C T : SD 5 1 DRAWING TITLE: SHELTER DETAILS yt ANDREW ANDREW CORPORATION 27 Amlajack Blvd ~ Newnan, GA _U.S.A. 30265 Telephone: (770) 251-8777 FAX# (770) 304-4640 DRAWN BY: CH‘K’D BY: RP. CAD FILE: PROJECT NO. 0070-O8ES8 {0070-08 rat Wilkima, | 3/27/99 | ALARM SCHEMATIC & CHECKED BY DATE J. HENRY | 3/30/99 GENERATOR RECEPTACLE DETAILS AT&T WIRELESS SERVICES SCALE: DATE: AS NOTED JUN 19 2000 PROJECT ENGR DATE STA N D ARD p LAN 7 . . PROJECT MGR DATE SIZE | FCSM NO. DRAWING NUMBER NOTICE: _ These drawings and specifications are the property of ANDREW CORPORATION. All information contained herein which is not known generally in the field of ANDREW shall be confidential except to any extent to which it is established to have been known previously from B R Ca ] 5 28 —_ 2 /WA- g 5 sources other than ANDREW. These drawings and specifications may not be reproduced, copied or used as the basis for the manufacture —e or sole of apparatus without written permission. UNLESS OTHERWISE SPECIFIED SCALE PLOT SCALE SHEET OF. DIMENSIONS ARE IN INCHES (MM) NTS: .20=12 8 10 AW-00 -l0y4 CEILING LULL whomun Ur hon Ls hu bon Mh i 5/8” THREADED ROD LOCK WASHER 7D ~~ hance 18” CABLE = 18” CABLE LADDER = LADDER D / _fD / E | = | e AUXILIARY a BRACKET FRAMING CLIP DETAIL #10 AUXILIARY HANGER BRACKET AND HANGER BRACKET N.T.S. CORNER CLAMP CORNER CLAMP 0 0 CABLE LADDER DETAIL #/ CORNER CLAMP DETIAL N.T.S. DETAIL #2 CORNER CLAMP DETAIL N.T.S. CABLE RACK 1 1/4” MAX. BETWEEN — tt ENDS OF CABLE LADDER ‘eS CABLE LADDER NOTES: \ SPLICE DETAIL #6 SPLICE DETAIL N.T.S. 1. CABLE LADDER TO BE MOUNTED 92” A.F.F. 2. CABLE LADDER INSTALLATION TO CONFORM TO DRAWING #N—001-1. DISCREPANCY, THIS DRAWING TAKES PRECEDENCE. IF THERE IS A REVISIONS THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE 1/2” MAX. BETWEEN CABLE LADDER 92 " (T Y P ) ae MAX. BETWEEN WALL AND CABLE LADDER _— ! J-BOLT I WL L L y— CABLE LADDER INIT. | REV DESCRIPTION DATE APPROVED OWNER. IT IS PRODUCED SOLEY FOR Cw] — | RELEASE FOR APPROVAL 3/27/99 AFFILIATES REPRODUCHONGF USE SL| A [CHANGES FOR STATE APPROVAL 7/14/99 INFORMATION CONTAINED INTIS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER = aiaiaiiaiaiaininininiinaie 7 EXTERIOR DIMENSIONS 8] ! — z(< LENGTH: 28’—0 2/0 eh J WIDTH: ~—-11’°—6” HEIGHT: 10’—3” 3/2 44 INTERIOR DIMENSIONS Pa LENGTH: 27’-0” WIDTH: 10’—6” THIS PIECE OF CL » gi_p® BIZ = | ALWAYS MOUNTED HEIGHT: 92 §|9 in = S AT SHOWN LOCATION ow ae Lea whee =|8 m (70) hee ail SEE DETAIL #4 ala 4 tn . l ns t of i faa CONFIG. MAY (7187) see DETAIL #3 & #5 48" VARY (TYP.) s 8 . Q £ (TYP) ve 27 DETAIL #3 Saad § fs: oy 129" (YP) , t1" gr, (TYP) WALL SUPPORT DETAIL ghstep “=~ QI TAY 7 (ONLY THIS ONE HANGER /BRACKET) NX : NTS eee ‘ 7 SadQHe ? a cee | SSHEOR | | 0 ‘ Q|S 2 ” ae MLE | wi TA Zz A] SEE DETAIL #2 & #7 at SEE DETAIL #10 | iz < a (TYP) | (TYP) —j—-—--4-4 —\. rs Fe = es r Oo 7 | I >) | 1 Ww | Zz | \ 1@) =e aa / } Ug N fm. . 1 I — GC) > deo J | ; ! | 1 | i} | = ie Loooooe 4 SEE DETAIL pO) SEE DETAIL #6 ~}- 4-4 : Md > (TYP) (TYP) _ e350 4 Fant oct ‘| ‘| = as 2 © 0 | Bait | | SIE a s<< | | | || | | Pos || : n < nO - \ cH ch 252 o88 48” (TYP) 60” (TYP) 60” (TYP) 60” (TYP) 48" (TYP) = WW % 1 1 324" i . o E Zz. UW ; f m WALL ATTACHMENT CABLE LADDER 4 u [ Sy -_ rit oO Lt ae | b- © _ te I WV LA fa FA) }- _ Q [ 1, pon | Zz O° =, C, Vl Le OM < = | 7 aT Zz - 7i)nr) DETAIL 4 aS WALL ATTACHMENT DETAIL = O 6 N.T.S. BW <E £9 5 NZ ee 7 Le] oom any N Lu YF nHnHU aw | DRAWING TITLE: a =f SHELTER DETAILS yt DRAWN BY: CH’K’D BY: R.P. ANDREW CORPORATIONZ CAD FILE: PROJECT NO. 27 Amlajack Blvd Newnan, GA U.S.A. 30265 3, MAINTAIN A 9” RADIUS WHEN BENDING ALL WIRE FOR HALO. ee ANDREW Aaleptones (20) 2a B77 0070-08859 | 0070-08 4. NOALOX COMPOUND IS TO BE APPLIED TO ANY METALLIC GROUNDING CONNECTION. EXCESS DRANIN BY Ln . = 97/99 1 SCALE: DATE: GREASE IS TO BE WIPED CLEAN. BURNISH MOUNTING SURFACE & APPLY NOALOX BETWEEN Gata Wilkins of [ CABLE LADDER LAYOUT AS NOTED { ALL GROUNDING LUG CONNECTIONS AS SPECIFIED. WALL WALL ANGLE J. HENRY 3/30/99 ATT WIRELESS SYSTEMS | JUN 19 2000 DETAIL #5 mows oe STANDARD PLAN WALL SUPPORT DETAIL NOTICE: These drawings and specifications are th ty of ANDREW CORPORATION. All inf i in which i PROIET MSE PATE See [Rese NS: DRAWINGINCUEES N T iS generally in the field of ANDREW shal be confidential ‘encept to any extent to which it is estobiinod ta care Beer rows stew oa B R CS1 ] 5 2 8 ~~ Z 7 WA ~~ i) 5 =! eens eating ee what hee one ne specifications may not be reproduced, copied or used as the basis for the manufacture UNLESS OTHERWISE SPECIFIED SCALE , ” PLOT SCALE SHEET OF DIMENSIONS ARE IN INCHES (MM) 1/4" = 1-0 20=12 9 10 NiL-00 -Ce& PACK—UP MATERIALS CIN ADDITION TO ITEMS FROM PACK-UP INSTRUCTIONS) ITEM | QTY. |U/M PART NO. DESCRIPTION 1 2 1 | EA 368024-11 TIE-DOWN KIT, 4 PLATES 3 4 2 | EA 367976-76-1 CAULK, BUFF VULKEM 5 4 | EA 367976-76-2 BRONZE VULKEM CAULK 6 1 | EA 379902-132-1 FIRST AID KIT VOHNSON & JOHNSON) 7 1 | EA 379902-126-4 [EYE WASH KIT (VARIOUS) 8 1 | EA 367968-53 FIRE EXTINGUISHER (VARIOUS) 9 1 | EA 368051-2 PACK-UP BOX (275#, FULL OVERLAP) 42” (L) x14” (W) x7” (H) 10 2 | EA - KUP-L-TAP (VARIOUS) *K OK | ft 2 | EA + DOOR CANOPY, 30” X 46” (367966-52) 2 1 | EA 368007-51 WAVEGUIDE PLATE, 12 PORT 4” 13 2 EA 36796414. GROUND BAR, 1/4" X 4" X 20" 14 15 1 | EA 367990-60 COVER PLATE, 7” X 28” X 1/4" 16 1 | EA 367968-53 CABLE LADDER, 18” CHANNEL 17 4 | FA 368051-2 CABLE LADDER WALL BRACKET W/OFFSET (B-6545-8) * OK SUPPLIED WITH A/C KIT FIELD SET-UP INSTRUCTIONS RESPONSIBLE PARTY ANDRE ITEMS CHECKED MUST BE INSTALLED AFTER DELIVERY OF SHELTER. REFERENCE FIELD Ipgve|CUSTOMER | REFER TO OWNER’S MANUALS AND/OR DRAWINGS INDICATED, CLE! SOEs GARG se X___| TIE DOWN SHELTER TO FOUNDATION (4 PLATES) X TRANSPORT SHELTER T-001-2 X___ | OFFLOAD_ SHELTER L-001-2 X__ | CONNECT BATTERY BACK-UP FOR EMERGENCY LIGHT X__ | INSTALL EXTERIOR LIGHT LENS & BULB | X___|INSTALL_ GROUND BARS X__|INSTALL_DOOR CANOPIES (iF APPLICABLE) X__ [INSTALL _2” LB PACK—UP_ INSTRUCTIONS FOR PRE-INSTALLED ITEMS 1) ITEMS BELOW APPLY TO THIS SHIPMENT. A) REMOVE AND PACK THE FOLLOWING ITEMS: QTY. LIGHT BULBS QTY. ACCESSORIES _ ss FLUORESCENT _ _——_LENS, WIRE GUARD ____—s INTERIOR INCANDESCENT 1! — EXTERIOR GROUND BAR(S) ils EXTERIOR LIGHT — EXTERIOR LENS 1 DOOR CANOPY ALL RAINHOODS 1 MOTION DETECTOR ALL AC CANOPIES (IF APPLICABLE) B) SECURE _8 (QTY.) FLUORESENT LIGHT LENS IN PLACE. C) SECURE _1 (QTY.) STEEL DOOR WITH DEADBOLT. D) PLACE ALL EQUIPMENT WARRANTIES AND OTHER PERTINENT INFORMATION IN LITERATURE HOLDER. E) INSTALL ANDREW DATA PLATE ON OUTSIDE OF DISTRIBUTION PANEL DOOR. F) DISCONNECT BATTERY BACKUP FOR EMERGENCY LIGHT. G) APPLY TRANSPORTATION TAG TO EXTERIOR OF SHELTER. H) LABEL DISTRIBUTION PANEL. LABELS. SEE DESIGNER FOR PRE—PRINTED 1) PLACE 1 SET OF DRAWINGS (COPY) IN LITERATURE HOLDER. (SEE DRAWINGS IN DRAWING LIST AT RIGHT THAT ARE MARKED WITH AN ">k”.) J) APPLY ALL APPLICABLE STATE AND THIRD PARTY LABELS. 3) SEAL ALL OPENINGS PRIOR TO SHIPMENT. 4) PLACE ALL PACK-UP MATERIALS AS CLOSE TO DOOR AS POSSIBLE. 5) COVER FLOOR WITH ROLL PAPER. THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER IT IS PRODUCED SOLEY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OF USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER REVISIONS INIT. | REV DESCRIPTION DATE APPROVED CW] — | RELEASE FOR APPROVAL 3/27/99 iSL| A | CHANGES FOR STATE APPROVAL 7/14/99 DRAWING LIST . DRAWING NO. SHEET | SIZE TITLE OF DRAWING * RCS11528-27WA-95 1 OF 10 B_ | DESIGN DATA * RCS11528-27WA-95 | 20F10 | B |BILL OF MATERIAL — BASE SHELTER (MAIN BOM) * RCS11528-27WA-95 30OF10 | 8B |REFLECTED CEILING/FLOOR PLAN * RCS11528-27WA-95 4. OF 10 B |ENDWALL "A” & "C” LAYOUTS * RCS11528-27WA-95 5 OF 10 B | SIDEWALL "B” LAYOUTS * RCS11528-27WA-95 6 OF 10 B | SIDEWALL "D” LAYOUTS * RCS11528-27WA-95 7 OF 10 B | ELECTRICAL SCHEMATIC * RCS11528-27WA-95 8 OF 10 B | ALARM SCHEMATIC & GEN. RECEPT. DETAILS + RCS11528-27WA-95 9 OF 10 B | CABLE LADDER LAYOUT * RCS11528-27WA-95 10 OF 10 B | SHIPPING/SET—UP * RCS11528-27WA-95 1 OF 1 B | EXTERIOR ELEVATIONS * RCS11528-27WA-95 1 OF 1 B | FOUNDATION RECOMENDATION — SLAB RCS11528-27WA-295 1 THRU 7| B- | CASTINGS * L-001-2 1 OF 1 B |LIFTING DRAWINGS * T-001-1 1 OF 1 B | TRANSPORTATION DRAWINGS * I-RCS-P 1 OF 1 B [INSTALLATION DETAILS (FLAT PLATE TIE DOWN) * I-RCS-A 1 OF 1 B INSTALLATION DETAILS (ANGLE PLATE TIE DOWN) * SYS-RCS 15 OF 18} B |FOUNDATION RECOMMENDATION — SLAB * SYS-RCS 16 OF 18} B | FOUNDATION RECOMMENDATION — GRADE BEAM * — ~ — |PREVENTIVE MAINTENANCE MANUAL * SYS—RCS—SHIM 18 OF 18| B- | SHIM RECOMMENDATION SHIPPING SPECIFICATIONS BLDG. LENGTH: 30'-0” BLDG. WIDTH: OVERALL BLDG. HEIGHT: 10’-3” APPROX. BLDG. WEIGHT: 55,000 LBS. 1'-9” W/OVERHANGS W/OVERHANGS OFFLOADING REQUIREMENTS L] STRAP OFFLOAD: REF. DWG.# L—O01-1 ME CABLE OFFLOAD: REF. DWG.# L—001-2 FOR CRANE SUPPLIED CABLES, SHACKLES & SPREADER BAR. lo} ly se s|a =| > @| oo B/Z ae SE | O ana 210 S\td BIO olay ad : ve + 45 nn 8 § aa? 6 Shar g Sx¥TT" srotr® ett sD ‘ St *...2 & Shots Ryggus OH QUE Pagepe a eer, QEAKA SdHLOk o Z x lu lu 2 o CO N S U L T A N T : Tt i. Wi r e l e s s Se r v i c e s 61 7 Ea s t l a k e Av e n u e E. Se a t t l e , WA 98 1 0 9 TT . CL I E N T : {D. PR O J E C T : SD 5 1 CO L E M A N PO I N T 13 2 1 NO R T H 30 T H ST . RE N T O N , WA 98 0 5 6 Lj S PS Zz 6 4 i SHELTER DETAILS DRAWN BY: RP. CH‘K’D BY: 27 Amiajack Bivde= yt ANDREW ANDREW CORBORATION Newnan, GA _U.S.A. 30265 z Telephone: (770) 251-8777 roy FAX# (770) 304-4640 CAD FILE: 0070-O8ESI0 | 0070-08 PROJECT NO. DRAWIN BY ‘canta. Wilkins | 3/27/99 TILE CHECKED BY J. HENRY |°3/30/99 AT&T WIRELESS SERVICES PROJECT ENGR DATE STANDARD PLAN SHIPPING /SET UP INSTRUCTIONS SCALE: AS NOTED DATE: JUN 19 2000 or sale of apparatus without written permission. NOTICE: These drawings and specifications are the property of ANDREW CORPORATION. All information contained herein which is not known generally in the field of ANDREW shall be confidential except to any extent to which it is established to have been known previously from sources other than ANDREW. These drawings and specifications may not be reproduced, copied or used as the basis for the manufacture PROJECT MGR DATE SIZE | FCSM NO. DRAWING NUMBER B RCS11528—27 UNLESS OTHERWISE SPECIFIED DIMENSIONS ARE IN INCHES (MM) WA-95 SCALE PLOT SCALE SHEET OF .25=12 10 10 | REVISIONS THIS DRAWING IS COPYRIGHTED Init. | REV DESCRIPTION DATE APPROVED OWNERIF ORD OUCEREN TEL. Cwl — | RELEASE FOR APPROVAL 3/27/99 EEA ee HEP LUE HOMIOPUSE SLI A | CHANGES FOR STATE APPROVAL 7/14/99 fe otnoweete oaeonare Cw| B | REPLACED EXTERIOR LIGHT 9/23/99 PERMISION OFTHEOWNER Cw! C | ROTATED GFI RECEPTACLE 9/25/99 8) pe Z| SAND TEXTURE FINISH EXPOSED AGGREGATE EXPOSED AGGREGATE SAND TEXTURE | 25 FINISH C ry - \ | f | | iN yp O——— 1 N | ! | | cl BIZ 510 ~~ SJE LLL al Loe 4 Sy Sa BO3A |__ 4” TELCO ENTRY — Vy | a2 @ AT 45° ANGLE abe (|| 2” ENTRY ELBOW ala 5 = (TYP) i a ya —* 3070 STEEL |] U id DOOR BO4A | boy , aia exrucht BIA) @ || Oo in ls fae --------f--} a Qj | > aS (4) FO vu In 1 i [e) >a tt | . ei &g | | akan ¥ AND TEXTURE ; gy RR | | (54) — RECEPTACLE --— ~ SAN SStiek 1 | eh raat FINISH EERE SS | | i; |. | 2 l t U g286 be || j ‘ yecyzes } | | Ssn¢20 T I b N 6 7 AnAFLWe aN i— Z 2 || XK j UNIVERSAL LIFTING AND o 1s o 24" | SAND TEXTURE | | age z a arr | FINISH wy TIE-DOWN LOCATIONS 30" \ ' t -—_—_—_ + ” ” ELTER 2 , 28 TIE-DOWN PLATE 36 5 3 Z alg ELEVATION “A” (TYP .& PLACES) ELEVATION "B" ee 2 if < = (FIELD WORK) H a ; 2 <| x ie? re SAND EXTERIOR wan" | ra o}e TEXTURE 336” (TYP) 6 Ele EXPOSED AGGREGATE as iia SAND TEXTURE Ps TERR AAR q 6 NN EXPOSED AGGREGATE FINISH NJ t ] 5 iN | N S possassssss aa i N a | ‘S,) y Q MENT ROOM a K ui | | 2 ¢ EQUIPMENT R 2 \ a | | | | = FLOOR PLAN = = 339 | | | | oct Ieper 4 ioleietiiemesemanaminiaainiaasi 7 a 2 ® a BOSC BO3D Ra OL e ai ” U (| aoe 2 oO [ o Be : su3 6 [| [.] nw = - = al - ve) a a - fe 5 pd ‘i a a ¢ in : 8 i on ie Ne. PM { 7 1 ° | | ° L. ° | | | i. 7 O ; o ! eo ! 6 a 1@@) SAND | 2 iG = TEXTURE ——— Z0" 30" on ELEVATION ’C’” FINISH ae ELEVATION “D” O ~ < ze BO4C < las Z 4 v O = 30 BO BO E Ld rr UO od = N Z 9 O NO LJ] 6" TYP, ' £ Quliaw HVAC VAC N OTES: <a DRAWING TITLE: 1. UNLESS OTHERWISE NOTED, PENETRATION a SHELTER DETAILS TOLERANCE IS +1 IN ANY DIRECTION. 2. UNLESS OTHERWISE NOTED, ANGULAR jm foe CHIED BY: PENETRATION TOLERANCE IS -20°+0 (25° TO 45°). = ep. 3. DIMENSIONS ARE BASED ON R13 INSULATION ANDREW CORPORATION y ey CORPORATION Oh [cap rie. PROJECT NO. ” acramento, CA. U.S.A, Newnan, GA. USA. RATING. SHELTER WALL THICKNESS IS 4”. Teepe 6s Sates"? ANDREW Teephones (770) Beier 0070-08Estt |.0070-08 DRAWIN BY DATE TITLE I 3 antaWilkimn | 3/27/99 EXTERIOR ELEV. /FLOOR PLASN — pare CHECKED BY DATE re = 40 J. HENRY | 3/30/99 Ge 23 ASNOTED — JJUN 19 2000 PROJECT ENGR DATE A TX T _ N A T| O N A L. NOTICE: These drawings and specifications are the property of ANDREW CORPORATION. All Inf ti tained hereln which i: t kr EEDYECTONER rte SIZE | FESM NO. PEAMneNeA Aa generally in the field of ANDREW shall be confidential except to any extent to which it Is established a Reve Been sai a vrevoite ten B R CS1 | 5 28 ~~ 2 7WA —_ 9 5 o— sources cf cppaaie tina Plied pia dl specifications may not be reproduced, copied or used as the basis for the manufacture UNLESS OTHERWISE SPECIFIED SCALE ¥ ; i PLOT SCALE SHEET OF DIMENSIONS ARE IN INCHES (MM) 1/4°=1'—-0 20=12 1 1 Cu -00-104 GATE STOP DETAIL 11/2"=1'-0" BRING COMPOUND UP TO FINISHED GRADE USING 3/4” WASHED CRUSHED STONE WITH NO FINES. COMPOUND SHALL BE GRADED AT 2.0% THROUGHOUT COMPOUND AREA. ENSURE POSITIVE DRAINAGE OFF COMPOUND AREA AND ADJACENT PROPERTY AROUND COMPOUND AREA TREAT GRADED SITE WITH WEED BARRIER PRIOR TO 3/4” WASHED CRUSHED STONE FINISH. REFER TO GENERAL NOTE 2 SLOPE FINISHED GRADE TO MATCH EXISTING (3:1 MAX) S) 1’-O” FENCE POST FINISHED GRADE 1/8” BENT ALUMINUM +1 fe) at tém mM (ia) IN YOY, NSE . RE SNES RRL REMOVE UNSUITABLE MATERIAL AND REPLACE WITH 4” TO 6” LIFTS OF 11/2” CRUSHED ROCK TO A DEPTH 4” BELOW FINISHED GRADE. COMPACT UNDERLYING SOIL TO 90% MMD. COMPACT REPLACED SUB GRADE TO MIN. 95% MMD PER ASTM D1557 METHOD D (TO BE VERIFIED WITH THE SITE SPECIFIC SOIL REPORT). REVIEW WITH PROJECT MANAGER AND GEOTECH PRIOR TO CONSTRUCTION COMPOUND SURFACING REQUIREMENTS NTS -SIISSINSA ORRRRRE 3 | AREA (3:1 SLOPE) + 2% SLOPE ——_ ‘ Us 3 STRANDS OF ‘ a PLATE 10’-O” MAX. 10’-7 ia ! 4-POINT BARB WIRE v FABRICATE WITH MINIMUM 2” RADIUS 4 9GA. 2” CHAIN 2 aa 4 JON CORNERS LINK FABRIC = -~_f ; Seen | 1-0" TYP Dee a Ss 6061-T6 3”x3"x0.249 | 7 TOP RAIL M TUBE ! TYP. STAGGERED | 1/2” BASE PLATE C/W 2. STEEL STRETCHER BARBED TOP EDGE ALUMINU. . SRerT Hy BI hh 11/2” O.D. MIDDLE Ne 1 = ED HOLES IN BAR 1/4" x 3/4" MIN. BRACE FASTENERS @ 24” O.C. [pene a 4 S BASEPLATE TO ALLOW f Ua f th aw _f x in 6” FOR ADJ USTMENT 3. 3” O.D. PIPE ie mH 2” 0.D. LINE POST URI GTEC EROS) MEMBERS 10'-7" x 4'-9" x 1/8 | =| . CORNER POST oH Le NY wo ALUMINUM BACKPLATE . Ba = _ | i ~ = = STRETCHER BAR 7 GA. BOTTOM WIRE KNUCKLED PNA Se cn J)N KES BANDS @ 16”0.C.. FASTENED @ 24” O.C. BOTTOM EDGE GROUT BED IF REQUIRED a ae of wal j 3/4” CHAMFER fo in 1/4 Py rt BOTS ze SS ane ; | Reeerenre 5/8" HOOKED ANCHOR >= As ; Lh ° #12" A t VY PLIS IIL IIIT BIZ a PAY Y L& “" W I Y ARR RRR ERR) ap Oe” T BOLTS, EMBED 10 ~ i BASERLATE | 1 | eRe yx A || Re $ FRONT VIEW ? hae <x SIDE VIEW 3 y I Na ia F iat iad) U= H-FRAME DETAILS 5 , 1'-6'O N : 1/2"=1'-0" DOUBLE DRIVE GATE, WIDTH AS NOTI i kt one aa BARB WIRE BAND, TYP. “sa, ON COMPOUND LAYOUT La ste 5, <> o> A l HI zt ir 4" OF 3/4” GRANULAR ‘A. - % EXISTING GRADE i COMPACT TO 95% MMD 6. 1 rh WH GRADE 3:1 SLOPE —=a——-2% SLOPE 2% SLOPE ——m— pe BAR, TYP. <S : 7. — 7 ti ‘ [ae SD IY 3” O.D. PIPE > < SS EE eS 5 a aa ~ » N SS yy GATE POST nT i + 4x6" P.T. TIMBER RREREREREEREERREERERKREERERRA RRREERERERERERRREEREERRA | BETWEEN GATE POSTS. VOLS SOTTO ORGANIC MATERIAL TO BE REMOVED. COMPACT a UI |Z POSITION FLUSH WITH UNDERLYING SOIL TO 90% MMD. REVIEW WITH PROJECT (a i FINISHED GRADE MANAGER AND GEOTECH PRIOR TO CONSTRUCTION 9. aa 4 i 8” LIFTS OF COMPACTED GRANULAR B ROCK OR PIT ' OO SSS RUN TO A DEPTH 4” BELOW FINISHED GRADE LEVEL, 0. a RRR IRR GEV™ Za e RS RS WAR COMPACT EACH LIFT TO 95% MMD. Zz = CENTER GATE STOP, ACCESS ROAD SECTION 11. : REFER TO DETAIL ON 6 x eeiteg SN THIS PAGE x 15M REBAR x 36” LG., 4° 2 PER TIMBER GRAVEL ACCESS ROAD. REFERTOA-2FOR — FENCE DETAILS | CONTINUATION . eae 1 | -PROPERTY LINE a GRADUALLY REMOvECROWN = NV “ p Mardedw) - Va IN ACCESS ROAD TO BLEND INTO COMPOUND ASSEMBLY) . PROPOSED RETAINING WALL: , < 6"x6" P.T. TIMBER a 0) < = be in oO | J J 1/4"2" LONG LAG y 22 a PROPERTIVINE _ a: BOLT (TYP. OF 4) we 47 4 6” BLEND COMPOUND SURFACE INTO EXISTING GRADE BEYOND LEASED GENERAL NOTES: COMPOUND SURFACE SHALL BE 3/4” MINUS WASHED CRUSHED STONE CONFORMING TO 9-04.9(4), 1994. STANDARD SPECIFICATIONS. PROVIDE DEWITT PRO-5 (5 MIL) WEED BARRIER UNDER WASHED CRUSHED STONE COMPOUND UNLESS NOTED OTHERWISE. LOCATE EXISTING UNDERGROUND SPRINKLER SYSTEM PRIOR TO CONSTRUCTION. REPAIR ALL DAMAGE TO AS-NEW CONDITION. TYPICAL FENCING NOTES: GATE POST, CORNER, END OR PULL POST 3-1/8” NOMINAL (3.5” O.D.) SCHEDULE 40 XS PIPE, FOR GATE WIDTHS UP TO 6’ OR 12’ FOR DOUBLE SWING GATE PER ASTM-F1083. LINE POSTS: 2” (2.375” O.D.) 3.65 LBS/LIN FT. ASTM-F1083. GATE FRAME: 1 1/2” (1.9” O.D.) 2.72 LBS/LIN FT. ASTM-F1083. TOP RAIL AND BRACE RAIL: 1 1/2” (1.9" O.D.) PIPE. 2.72 LBS/LIN FT. ASTM-F1083. INSTALL BRACE AT ALL CORNER LOCATIONS & ADJACENT TO GATES. FABRIC: 9 Ga. CORE WIRE SIZE 2” MESH, CONFORMING TO ASTM-A392. TIE WIRE: MINIMUM 11 Ga. GALVANIZED STEEL. PROVIDE A SINGLE WRAP OF FABRIC TIE AT POSTS, RAILS, AND AT TENSION WIRE BY HOG RINGS. MAX. SPACING 24” O.C. TENSION WIRE: MINIMUM 7 Ga. GALVANIZED STEEL. BARBED WIRE: DOUBLE STRAND 12 Ga. 1/2” O.D. TWISTED WIRE TO MATCH w/ FABRIC, 14 Ga. 4PT. BARBS SPACED ON APPROX. 5” CENTRES. GATE LATCH: 1 3/8” O.D, PLUNGER ROD w/ MUSHROOM TYPE CATCH. DETERMINE IF LOCAL ORDINANCE REQUIRE A BARBED WIRE PERMIT. COMPLY TO REGULATIONS IF APPLICABLE. HEIGHT = 7’ VERTICAL + 1’ BARBED WIRE VERTICAL DIMENSION. COMPOUND EARTH WORKS PLAN 1/8"=1'-0" iC " nO} FENCE POST | _ BUILT-UP AREA FOR STOOP. | 6" i —— | REFER TO C-1.1 DETAIL 2 | | 6 |_— 66" P.T. TIMBER ' “sy | * EXISTING GRADE ! ' TT | 3 i! | — FINISHED COMPOUND GRADE Lys LSA! ' WASHED CRUSHED STONE BAAN INN COMPOUND AREA TO BE VRRIRRRRRRRE SLOPED AT 2% TO PROVIDE i | POSITIVE DRAINAGE a S | gros. | Se) = | a ‘Al ey : Sees OD Y Baoan? jExPIREs OF JULY ZOOL =" * | LEGEND wd ee oy EXISTING ELEVATION 15M REBAR @ 4’-0" O.C. x | {213.2] PROPOSED ELEVATION \ | 11/2"=1'-0" THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLEY 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 WRITTEN PERMISSION OF THE OWNER JU N 30 / 0 0 JU N 19 / 0 0 DA T E BM RB M BY RE V I S E D PE R BE C H T E L IS S U E D FO R B. P . / C O N S T . DE S C R I P T I O N 2 ° RE V . Su r r e y , B. C . V2 S 1x 1 , Ca n a d a TO L L FR E E : 1- 8 1 1 - 3 4 5 - 4 0 4 5 22 ) - 16 8 8 - S6 t h . Av e . TE L : (6 0 4 ) 51 4 - 6 4 3 2 FA X : (6 0 4 ) 51 4 - 6 4 3 1 K GI N E E R I N G ) EM A I L : ma l l @ t r k e n g . c o m CO N S U L T A N T : Af - Lit [o>] e #38 oct SS © @ Bao nox a 25 Bz G C6 sug nO . ice) e . Zz a wn UW b- © MLO kro ZEGQ —0O One Qa I Zz Zk Ww. ~ SOS 6 -WSs — rae) 6 oO Ya Y~nHU—-& DRAWING TITLE: CIVIL DETAILS | DRAWN BY: CH’K’D BY: RP. R.B.M. CAD FILE: PROJECT NO. 0070-08C1 0070-08 SCALE: DATE: AS NOTED JUN 19 2000 C-1 cu-00—104 THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE ee =| GENERAL NOTES: USE BY THEOWNERANDITS 9-4" 8-4" OF THIS DRAWING AND/ORTHE fee ia? 1, ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE FORSIDDEN WITHOUT THE WRITTEN | a WITH ACI _ 318-83. PERMISSION OF THE OWNER | at a . 2. CEMENT SHALL BE PORTLAND CEMENT TYPE 10 U.N.O. CEMENT 3/4." CHAMFER AROUND aad oe CTYP,) SHALL HAVE A 28 DAY DESIGN STRENGTH OF 4000 PSI, CEMENT 38 es L CONTENT OF .45, 5% - 8% AIR ENTRAINMENT, 3” + 3/4” SLUMP, a/s|a __ AND MAX AGGREGATE SIZE TO BE 3/4”. Boers cnreernnene reo espace nape rnenaeeee engages eee 1 cl 1 3, THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE 3|8| 2 iH gam 2 ‘| RESPONSIBLE FOR THE METHODS AND PROCEDURES OF ee ee CHA | CONCRETE PLACEMENT. rh | | | Bt TERMINATE CONDUITS 8” ABOVE SLAB. < oe 4. PROVIDE SLAB ON GRADE WITH A STEEL TROWEL FINISH AND s. | AFTER SHELTER HAS BEEN INSTALLED i | = 3/4” CHAMFER EDGES. STOOP SHALL BE BROOM FINISHED WITH al&|z ‘ike CUT DOWN CONDUITS TO SUIT ex | TROWEL EDGES. 16/0 > ime) oS LH . 5. STEEL REINFORCING BARS SHALL BE 60,000 PSI. YIELD £18] E Vis coy i STRENGTH, ASTM 615 AND SIZED AS SHOWN ON THE PLAN. 28/2 <O nn nnn TEED 4 2) 2/0 a 6. BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS. FIELD \\ | WELDING OR HEATING IS PROHIBITED. SURFACE SHALL BE LEVEL 7. COVER TO PRIMARY REINFORCING: AND FLAT WITHIN 1/8” 1/4" FACES CAST AGAINST SOIL 3” alol> EQUIPMENT SHELTER a PXPOSED TO WEATHER 2° = FOUNDATION PLAN {1) PLAN VIEW 5 8 { SEN IES ge § 1/3 “=1_O” Z$8,-0 E Petia) Sorta d gros 1/A"ENDCAPT&B PT ang spe — 1 eS a . 7 ae aixas yor PL1/2"x 91/2" x 4” Zo . SeHEoh 4 swt Ws, 4” TO SHELTER FLOOR |S e BUILD UP AREA UNDER AND HSS 4” x 4" x 3/8" x 1’-9 1/2" LG. {| / x J. 6x6 -10/10 W.W.M. AROUND STOOP TO PROVIDE es | ! ! é a TRABEIDORI TS FINIRIED GRAPE PROVIDE 2-HILTI HSL M 24/60 2 ae * = 3 ee 1/8” PER FOOT SLOPE _ 3'-0" i} ae s ~ oa Re AWAY FROM DOORWAY — = 4 7 + ~ a aera s | | NS \ Tel! « ng a a x 'z — eer. * TC! I S — 2 (@ 4 Z v ‘et 2-0, Q Q \ | N ss) cf rots a KRECKKCK ELK : O ! | IO “ ! FE cue aes : PTR ROR RISTO ORI nll ! ! ‘ >” SDPO if : 6” THICK 2” OF WASHED CRUSHED STONE aa LPL 41/2" x 4" x 31/2" P| ui CONCRETE PAD A . | «| . pee I i] I 1/2" EXP. JT. FABRIC ‘ I 939 l I : I 4 4 = © © | | | an ° co STOOP DETAIL ! | . | | 1, ele a 2 S S| | ! 4 QS 5 {"=4'-0" oe in os oO | | | | a Ooo I I ! 4 a —_ oO —— = Wo T T Ea | nd (¢p) a ELEVATION A-A _— A Ke) Za wa SEISMIC RESTRAINT POST (GA : 3"=1’-0” 4 #4 CORNER REBARS 2’-0” EA. LEG OUTSIDE FACE ONLY TO ry] MATCH HORIZ. SPACING ; L/ (TYP. 4 CORNERS) a if PREFABRICATED SHELTER TO BE fof W La APPROVED BY THE WASHINGTON OA FLOOR SLAB OF SHELTER EQUIPMENT SHELTER ANCHOR PLATE ASSEMBLY Ln oO STATE LABOUR & INDUSTRY, AND 0, oh (12” x 12" x 1/4” A36 GALV. STEEL P) #38404-5 (4 FE® CERTIFIED WITH THE GOLD SEAL A TOTAL, 2 EACH SIDE) PROVIDED BY BUILDING ay * PER RCW 43-22-455 4 #4. REBAR @ 12” 0.C. EA. WAY MANUFACTURER AND INSTALLED BY O Nn < f CONTRACTOR a. + PROPOSED ELEVATION. Le eee ea < REFER TO C-1 : : : as S CAST INSERT Z 2 (2) 5/8” GR $ BOLT (BY MFG) (1) 1"x5" COIL BOLT aa on —— a = Z © ae Bo ee Ee SX PX __ 6mil POLYETHYLENE VAPOUR —— 7 9 la O Se G 4" OF 3/4" WASHED “7” SERRE < — BARRIER —— as YHOU a& CRUSHED STONE OMMD OOO OW ” B8-0-6999.9 RRQ 2 __ 6" MIN. COMPACTED Bes DRAWING TILE YAY SNP NEAN ANNES NIN CRUSHED AGGREGATE x WEED BARRIER : WOYMY 2 Z ‘A #BTIE@ OVO. EXISTING ORGANIC MATERIAL SHHHHHHOM»ownr Ve SNE BERANE |S ; , RIO OV IRR SX” ANCHOR TO FOUNDATION WITH (2) HILTI wm ua © are 2-#4 LONGITUDINAL @ 6” O.C. TO BE REMOVED. COMPACT NY. C a a BS 6/5 VERTICAL. PROVIDE OUTSIDE CORNER UNDERLYING SOIL TO 95% MMD. Z MBit ae nas a Qe ve eae ANCHORS ee eT aa FT z|\z BARS AT EACH LEVEL REFER TO NOTE 10 CONCRETE FOUNDATION WITH 4-1/2 - EMBEDMENT 5 ¢ S| LE Slz RP. RBM. & Q NOTE: CAD FILE: PROJECT NO. a PROVIDE DOBIE BRICKS TO MAINTAIN SHELTER TO FOUNDATION MIN. 3’-O” CONCRETE COVER ANCHOR PLATE 0070-08¢1.1 ]0070-08 Ly \ SCALE: DATE: 1"=1'-O” (5) AS NOTED JUN 19 2000 4 \gxrinesonuuy FO07, | C 1’=1’-O” a ‘| = t éu-06-loY THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE MATCH EXISTING GRADE / MATCH EXISTING GRADE ELECTRICAL NOTES: USEBY THEOWNERAND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE i MATCH EXISTING GRADE ~~ , INFORMATION CONTAINED IN IT IS TENET == 4. INSTALLATION OF SECONDARY POWER AND CONNECTION TO FORBIDDEN WITHOUT THE WRITTEN te Te METER SHALL BE COMPLETED IN COMPLIANCE WITH NATIONAL PRUISION ORIBEC NER 0 WARNING WARNING ELECTRIC CODE, NFPA 70, AND THE STATE OF WASHINGTON q TF TAPE uF Tare LAWS, RULES AND REGULATIONS FOR INSTALLING ELECTRIC a] ess 1 . - [L WITH CLEAN NATIVE BACKFILL AND BACKFILL WITH CLEAN NATIVE BACKFILL AND BACKFILL WITH CLEAN NATIVE BACKFILL AND WIRES & EQUIPMENT, ALL LATEST ISSUE, AND WITH lel 2 LOE ea ef COMPACT TO 90% MMD *— COMPACT TO 90% MMD aacs sf COMPACT TO 90% MMD SPECIFICATIONS bas ASTM. 231, B 400, ILC.E.A. 5651-401, Z/3/a OS ERR zea RN & eats Teen og Se 5 .C.E.A. P81-570, . La ° i " 1-2.1/2" RIGID PVC alee Et CONDUIT c/w PULLROPE 2, PROVIDE A METER BASE PER LOCAL PUD STANDARDS. a aT i “| a jw 0, ’ T SHALL BE RIGID POLYVINYL = | " ” ES T=” BRICK SAND MINIMUM 3” 3, UNDERGROUND CONDUI P22" RIGID PMGCONDUIT * : a ee Gee 1-2" RIGID PVC CONDUIT COVER AROUND ALL DUCTS BRICK SAND MINIMUM 3” CHLORIDE CONDUIT: SCHEDULE 40, TYPE 1, CONFORMING TO C/W PULLROPE (TELCO) C/W PULLROPE (TELCO) COVER AROUND ALL DUCTS UL ARTICLE 651: WESTERN PLASTICS OR CARBON 3-#3/0 THHN PLUS #6 GROUND MANUFACTURER. COUPLINGS SHALL BE SLIP-ON, SOLVENT alt: PARALLEL R F Zz 25/0 THMN IN 20? | | IN 21/2" RIGID PVC CONDUIT 4° RIGID PVC CONDUIT FOR SEALED T PIPE: SOLVENT, WESTERN TYPE COMPATIBLE WITH PVC E18|O RIGID PVC CONDUIT ANTENNA /CABLES(TYP: OFA) DUCT, ALL BENDS SHALL BE 36” MINIMUM RADIUS. ARES a 5 fava rao) POWER & TELCO TRENCH SECTION POWER & TELCO TRENCH SECTION Tx LINE DUCTBANK SECTION 4, ALLINDOOR CONDUIT TO BE E.M.T. ALL OUTDOOR (ABOVE Belz 1 2 3 GRADE) CONDUIT TO BE RIGID GALVANIZED STEEL. COUPLINGS #)2/0 NTS ate MS SHALL BE RIGID STEEL AND COMPRESSION TYPE FOR E.M.T. SET SCREW FITTINGS ARE NOT PERMITTED. FOR ALL STUB-UPS, USE RIGID GALVANIZED STEEL CONDUIT. 5. WIRE AND CABLE SHALL BE OF THE TYPE AND SIZE AS REQUIRED -lole BY NEC. THERE WILL BE NO SPLICES ALLOWED. ol HeGRAME 6. NEUTRAL SHALL BE COLOR CODED, INSULATION SHALL BE « 9 CROSS-LINKED POLYETHYLENE. oi 8 400A/400AF, 240V, 2P+SN SERVICE Band § CTZPT CABINET (SIZED PERSUT PLY ENTRANCE RATED WEATHERPROOF 7. TRENCH BACKFILL SHALL BE NATIVE MATERIAL COMPACTED TO xiii , AUTHORITY'S REQUIREMENTS) FUSED DISCONNECT SWITCH 90% MMD. Saats y Sussiic Boy TELCO BOARD 400A, 240V, 2P+5N 8. LOCATE EXISTING UNDERGROUND SPRINKLER SYSTEM PRIOR TO Saggye a 240V N p WEATHERPROOF SPLITTER CONSTRUCTION. REPAIR ALL DAMAGE TO AS-NEW abaxda 120V ~ SHToh Io 200A/200AF, 240V, 2P+SN Sear ee oO SINGLE PHASE 3-WIRE PROVIDE METER mv i Zz T t a eco N Sle 9. ELECTRICAL SERVICING DESIGN IS PRELIMINARY AND MAY 2 BASE TO SUIT H REQUIRE MODIFICATION BASED ON LOCAL UTILITIES c C wi APPLETON GENERATOR PLUG SUPPLY = L__ y. 200A/200AF, 240V, 2P+SN REQUIREMENTS CONFIRM WITH ENGINEER PRIOR TO . a FOR 200A AC CONNECTION aor om WEATHERPROOF FUSED CONSTRUCTION. z g L = LINE 120V AC if DISCONNECT SWITCH (FUTURE) < N= NEUTRAL — | LOAD SUMMARY: 3 2 : 2 = 6 S) CONNECTEDLOAD: 49.5KVA 208 AMPS Y #2 SOLID Hq #2 SOLID TINNED COPPER MAX. DEMAND LOAD: 38.5KVA 160 AMPS TINNED COPPER hy TT Td) ; SERVICE POLE AS DESIGNATED ; AR20033RS BY SUPPLY AUTHORITY Lu a Aa ia a, e 70D CONNECTORS SHOWN FROM FRONT i fit | Ld L MAKE ALL NECESSARY ARRANGEMENTS -_ 9 39 MALE TYPE (FEMALE = MIRROR IMAGE) mot / Rt tt rT r PARALLEL RUNS OF 3-#3/0 AND PROVIDE ALL LABOUR AND MATERIAL SOB 4 Ww 4 bd bs + conur 2 ee PVC P TO OBTAIN A 400A, 120/240V, 10, 3W 52 URIED APPLETON GENERATOR PLUG DIAGRAM (4) 12" RGSC c/n 4.0 ESE SImPULEROPE SERVICE FROM SUPPLY AUTHORITY Dos oO - ld BUTE HE TRANSITION TO RIGID PVC TRANSITION FROM ABOVE GRADE Xo HARRELL OES ase CONDUIT 6” BELOW GRADE CTYP.) 4 TO BELOW GRADE Oo % THHN IN 21/2” RGSC PARALLEL RUNS OF 3-#3/0 =u % THHN IN 21/2” RGSC | TRANSITION FROM BELOW SRD #2/0 SOLID 3-#3/0 THHN PLUS #6 GRADE TO ABOVE GRADE ™ GROUND IN 21/2” R ARRANGE FOR SUP co INNER SSPPER oe led Ie CT/PT CABINET (SIZED PER SUPPLY a AUTHORITY TO PROVIDE, | . Gi REVENUE METER (*) AUTHORITY’S REQUIREMENTS) iu U H-FRAME ELECTRICAL LAYOUT 400A/400AF, 240V, 2P+SN SERVICE ——— 5 #2/0 SOLID 7 ENTRANCE RATED WEATHERPROOF 1/2"=1'-0 TINNED COPPER el FUSED DISCONNECT SWITCH = 400A, 240V, 2P+SN COMPOUND =e at WEATHERPROOF SPLITTER GROUND RIN c 200A/200AF, 240V, 2P+SN = Pat WEATHERPROOF FUSED ro DISCONNECT SWITCH (FUTURE) r © 200A/200AF, 240V, 2P+5N bacon [02008 1 enpar Z = io WEATHERPROOF FUSED ———___,. | 1-2 1/2” RIGID PVC CONDUI Dm DISCONNECT SWITCH hoc: | Floolr c/w PULLROPE (FUTURE) O = $ 3-#3/0 THHN PLUS #6 STUB AND CAP AT SHELTER FE — GROUND IN 21/2”RIGID ——___. | CFM TUBE? ig 24/2" ENTRY pro PREFABRICATED PVC CONDUIT A Ee] OUTSIDE SHELTER = 2 6 ELBOW ai eT = se EQUIPMENT PROVIDED WITH \ INSIDE SHELTER G ol = SHELTER SHOWN LIGHT GENERATOR RECEPTACLE SOONG 9 nN 2-4" é ZAG aA | TELCO ENTRY \ 2008 200A, 120/240V, 2P+SN STUB & CAP V— AT 45° ANGLE i TRANSFER SWITCH DRAWING TITLE: GENERATOR RECEPTACLE pale FUTURE POWER ‘ PROVIDED WITH SHELTER |- 2" RGSC | ELECTRICAL DETAILS 21/2" RGSC —- O : FINISHED GRADE 7 S J SURGE ARRESTOR——— DRAWN: | CHRD BY = R.P. C.B. a . 20S) STIS REO On ele eee eS. ‘a! B60 09059, poeRo° #2. SOLID TINNED COPPER ——L 225A, 120/240V, 10, : “ Se 2" RIG! of _ 4 YP RIGID ae COMPOUND GROUND RING ed i asec: lacaeion PVC CONDUIT . = 4 SCALE: DATE: NORTH ELEVATION 3 csnoro Junie 200e 3/ ee Od (6) SINGLE LINE DIAGRAM 7) F_1 NTS Cu -00-104 — FZ THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE ( ITE " OWNER. IT 1S PRODUCED SOLEY FOR . USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT1S 9’ - 0 ” 4, PERMITS, FEES, AND TESTING SHALL BE PAID FOR BY AT&T. FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER 2, CONTRACTOR SHALL RETURN ONE SET OF PLANS WITH REDLINES SHOWING “AS-BUILT” CONDITION TO AT&T. glel gus SIS|SIE 3, ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE UBC, 3/5]3 BS 1997 EDITION. 4, PREFABRICATED SHELTER TO BE APPROVED BY THE |5/8|2 WASHINGTON STATE LABOR & INDUSTRY, AND CERTIFIED WITH THE GOLD SEAL PER RCW 43-22-455. 5. PER THE RULE CR-10%, PREFABRICATED WIRELESS SHELTERS ARE saLer EXEMPT FROM INSULATION REQUIREMENTS OF THE lal <[Z \ z/2/O eee eel WASHINGTON ENERGY CODE eae : a|e|Sla elTals|U GRAVEL ACCESS ROAD \ e|sle | a C-4 40'-0" —_| > (2) 6-0" oll </> L| fara SWING GATES Ae ROR KK KKK KR IR SKK KKK KK KR . SROKA i 3 CK KOVR OOOORD gf ERR LOLS a 4 8 « af § QL ue = +10 UTS SOS eats? CXKKK, tes 48 S3HR0% COMPOUND AREA SLOPED AT 2% Zw Z TO PROVIDE POSITIVE DRAINAGE ui Zz o 7’-O" CHAINLINK COMPOUND \C-1/ FENCE c/w BARBED WIRE (1 50’-O” MONOPOLE C/W (4-3) ANTENNA BOOM. REFER TO A-3 FOR ANTENNA DETAILS CO N S U L T A N T : UNDERGROUND ANTENNA 8’ - 0 ” CABLE DUCT BANK | (2 STOOP mug? 4’ - O ” 50 ’ - 0 ” 32 ’ - 0 " : (Ct) EA) CANOPY SUPPLIED ae 8’-8 1/2” e WITH SHELTER N\ — % 3 . ie E-1 7 ro \ [ lll , | LE A S E D AR E A {T ' - 6 " Wi r e l e s s Se r v i c e s 61 7 Ea s t l a k e Av e n u e E. Se a t t l e , WA 98 1 0 9 at ] (D o wa EQ U A L TY P Ina | LANDSCAPE BUFFER. Helelelel A REFER TO L-1 (fl 11'-6" x 28’-O” PREFABRICATED ANDREW SHELTER N = " = = YU ol I> je Am e rr ” [ LY P HVAC SUPPLIED 3/ 2 6 " | WITH SHELTER RNS (TYP. OF 2) 1 "0 " (4. SEISMIC RESTRAINT EQUAL | \CAY/) POST, TYP. OF 16 Typ. Us woo [ EXPIRES 01 JULY AOD ] ao” SS S R SE S S CO L E M A N PO I N T 13 2 1 NO R T H 30 T H ST . RE N T O N , WA 98 0 5 6 PR O J E C T : e@ > < ; QO = VQQO O Red uN EXISTING APPLE TREE DRAWING TITLE: | COMPOUND LAYOUT 6’-O" 28'-O” 6-0" DRAWN BY: CH‘K’D BY: RP. R.B.M. CAD FILE: PROJECT NO. 0070-082.1 [0070-08 COM PO UN D LAYO UT (1) t 3 2 SCALE: DATE: JA-2.1 Cu-00-10Y —— — S — FF = GAMMA-FACE 45° V-3 FUTURE ANTENNAS ALGON ALP-E 6014 ANTENNAS (TYP. OF 8) ALPHA-FACE 140° V-1 PLAN VIEW OF STANDARD ANTENNA POSITIONS & IDENTIFICATION : ) HVAC UNIT SUPPLIED WITH SHELTER (TYP. OF 2) LIGHTNING ROD ALP 6014 ANTENNAS (TYP. OF 8) FUTURE ANTENNA (TYP. OF 2) EXISTING TREE TO BE REMOVED 11’-6” x 28’-O” PREFABRICATED ANDREW SHELTER Ls GENERATOR RECEPTACLE re 3 SOI PROVIDED WITH SHELTER eset, OED H-FRAME | ) th ru = f ee n ee e | Ly 4 —| HJ / 50’-0” STEEL MONOPOLE ZL ZL —— oe Sc e u c e n e n me e e 50 ’ EAST ELEVATION 1/4"=1'-0" [ExPRES 04 JULY Zoor_| THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT 1S PRODUCED SOLEY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN ITIS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER 8] 8] tu 5/s/& z/S|a =|= PIES ps B/3|Z =16/O U)/OL— BIS|E S af} | O | a rao] S} 8] Zl2/a “lola a 1 se LO qgu § echo gg SKIING areol Soyts dD Oras Sits Sugzas Sage 1 gens ~euxud QEdAA S38 te hi (a) 2 rc wi lu 2 (a) CO N S U L T A N T : Af - le s s Se r v i c e s 61 7 Ea s t l a k e Av e n u e E. Se a t t l e , WA 98 1 0 9 — —— — —— — — ee em Ey ~~ Wi r e - z ui —i UY b- © W LA O b = O Zz ON —0O OM <¢ GQ; =x z Ze ~. ~ x 0 Zz = 30 beds — au IQ 0 no O a ud YnHU—& DRAWING TITLE: EAST ELEVATION, AND ANTENNA DETAILS DRAWN BY: CH‘K’D BY: RP. R.B.M. CAD FILE: PROJECT NO. 0070-O08A3 0070-08 SCALE: DATE: AS NOTED JUN 19 2000 A-3 AUu00-16Y ‘\ f\ hs / / \ / WN LIGHTNING ROD \ / __ / ; / I) 50 ’ FUTURE ANTENNA (TYP. OF 2) ALP 6014 ANTENNAS (TYP. OF 8) gl i VA 50’-O” STEEL MONOPOLE EXISTING TREE TO BE REMOVED 11’-6” x 28’-O” PREFABRICATED ANDREW SHELTER GENERATOR RECEPTACLE PROVIDED WITH SHELTER HVAC UNIT SUPPLIED WITH SHELTER (TYP. OF 2) WEST ELEVATION 1/4"=1'-O” {EXPIRES 01 JULY 2002 _ | THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLEY FOR USE BY THE OWNER AND ITS. AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN ITI5 FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER JU N 30 / 0 0 JU N 19 / 0 0 DA T E RB M RB M BY RE V I S E D PE R BE C H T E L IS S U E D FO R B. P . / C O N S T . DE S C R I P T I O N =| ol of § 3 oe 4 t5 ab § Sey SXITNO oredr D Ve4tsD ‘Qhints g pre Ae OTIS SmYSPe Tattle 4 - Oi yg QEaxXd SaHiOh o 2 fa uu lu Z CO N S U L T A N T : Wi r e l e s s Se r v i c e s 61 7 Ea s t l a k e Av e n u e E. Se a t t l e , WA 98 1 0 9 kK © ole ZER OmMe Zz a Ze ON OMy PR O J E C T : SD 5 1 $ = z 6 = in WEST ELEVATION DRAWN BY: CH’K'D BY: R.P. R.B.M. CAD FILE: PROJECT NO. 0070-08A3.1 | 0070-08 SCALE: DATE: AS NOTED JUN 19 2000 A-3.1 4y 00-/0Y A LIGHTNING ROD Zed Maas WY | 11’-6” x 28’-O” PREFABRICATED \ 50’-O” STEEL MONOPOLE /\ FUTURE ANTENNA (TYP. OF 2) [A ALP 6014 ANTENNAS (TYP. OF 8) EXISTING TREE TO BE REMOVED C ANDREW SHELTER CN A CoS] wi RL GENERATOR RECEPTACLE Qa CA.) PROVIDED WITH SHELTER 7 J : SR oA H-FRAME iN \ \ AS L 31 TH J i i : a ns AEE 1 x. Roce 1 nt x sess scatesececsnseerereeenensneersaeenl a BH : Eesmentnnenemne seers : statatetetete PX KXOE LT r rT ’ Wroretetetatetetatoreecertees sate sei Bisatecatetotssocereetatetstatansees Ceceeereunnne : Ressoeenemsresrencenee comers All | LBS s Besttecetecereetercnresees-aacecennenteee ; 3 Sesestetetatseatseatetety otsteeatetateanetenatee Siakehe Betatenetetetetets waterateres x <e eneteratetetetens I Tint 4 Searels % [sete RR ees F. seatetetels MetetehsheteWsiees etetate x x [Set : Roscoe ateereeemenceereeneetns bal | milleoeneeeents f doteoratecenenonesont SS x HH : xX 0,000 < K, %, T t r Seeorcaeceee SRESE stores OF bah | % x < e RRR KR I i i | a pi ib NORTH ELEVATION 1/4"=1'-0" THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLEY FOR, USE BY THE OWNER AND ITS, AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN ITIS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER JU N 30 / 0 0 JU N 19 / 0 0 DA T E RB M RB M BY RE V I S E D PE R BE C H T E L __ IS S U E D FO R B. P . / C O N S T . DE S C R I P T I O N 2 ° RE V . Su r r e y , B. C . Y2 S 1X x I , Ca n a d a TE L : (6 0 4 ) 51 4 - 6 4 3 2 "2 2 1 - 16 8 8 - S6 t h Av e . FA X : (6 0 4 ) 51 4 - 6 4 3 1 KK CO N S U L T A N T : Af - TO L L FR E E : 1- 8 1 1 - 3 4 5 - 4 0 4 5 GI N E E R I N G EM A I L : ma l l e t r k e n g . c o m (() CL I E N T : Wi r e l e s s Se r v i c e s 61 7 Ea s t l a k e Av e n u e E. Se a t t l e , WA 98 1 0 9 CO L E M A N PO I N T PR O J E C T : SD 5 1 13 2 1 NO R T H 30 T H ST . RE N T O N , WA 98 0 5 6 9 $ = 4 a 4 I a NORTH ELEVATION DRAWN BY: CH’K'D BY: RP. R.B.M. CAD FILE: PROJECT NO. 0070-08A3.2 | 0070-08 SCALE: DATE: AS NOTED JUN 19 2000 LIGHTNING ROD EXISTING TREE TO BE REMOVED 50’-O” STEEL MONOPOLE FUTURE ANTENNA (TYP. OF 2) ALP 6014 ANTENNAS (TYP. OF 8) 11’-6" x 28’-O0” PREFABRICATED ANDREW SHELTER HVAC UNIT SUPPLIED WITH SHELTER (TYP. OF 2) oO H-FRAME CAEL) (4 eV SOUTH ELEVATION 1/4"=1'-O” jexpines ot JuLy 2og2d | THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLEY 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 WRITTEN PERMISSION OF THEOWNER 8/8} S| ale m1 S| <C z\|z S|3)/a s|= 8|8| alts #/ 3/4 z=16/O BSE pared g|<|= a} xl al21G S/ 2] td Z/2/a -lole a s 8 gs § >o 1 Saat sea Soot Yoeto i) b ra . gone’ AQ OTeHs Saggee eee a eaxds Qs Satoh o z iam Wu uw Zz o CO N S U L T A N T : i a a o_ o ee > . ef ~~ ~~ Wi r e l e s s Se r v i c e s 61 7 Ea s t l a k e Av e n u e E. Se a t t l e , WA 98 1 0 9 CO L E M A N PO I N T 13 2 1 NO R T H 30 T H ST . RE N T O N , WA 98 0 5 6 PR O J E C T : SD 5 1 $ Pe Zz 5 s in SOUTH ELEVATION DRAWN BY: CH’KD BY: RP. R.B.M, CAD FILE: PROJECT NO. 0070-08A3.3 | 0070-08 SCALE: DATE: AS NOTED JUN 19 2000 VALVES (NORMALLY CLOSED) SP a ETLAND BOUNDARY a _ BURIED IMPERVIOUS LINER CONTAINMENT D SEE AIL (). TY IONS 7 be : i 4 PERFORATED DRAIN PIPE : i PROPERTY LINE ee en ee : pes ay § : — CB 1 fo RIM EL. 24. 7 — IE OUT(S 19.00 a 40 At) | | EABLE LINER _oe IN CONTAINMENT AR cB2 RIM“EL. 22.0 IE IN(NE) 18.49 IE OUT(SW) 18.49 EX. 70,000 BBLS CAPACITY GASOLUINE/DIESEI TANK, 13 0 _ L F _ 8 ” PV C 00 5 FI / F T _ _ _ — 18 0 LF 8” Pv EXISTING SPILL CONTAINMENT BERM | & JH DRAINAGE AREA | _ Z . SL PAVEMENT REMOVAL AND REPLACEMENT. = L— CB 3— j RIM EL 22.0 - : ¢ SOUTH IE IN(NE)°17°8 | ax 8° DRAINAGEIE IN(N) 17 | 8 AREA IE OUT(SW) 17 ONS a _ ~GRADE SEPARATION BER GRAVEL WITH LINER f i —REPLACE ASPHALT A ft : To” PVC 05 FT/FT RIM EL 21.6 “IE IN(N) 17.61 — ‘ a 1 IE IN(NE) 16.12 rope —_ x oN IIB OUT(W) 16.12 96 LF s = 0 ¥¢ = Z, S “> <S =a = on (op) = 29 LF PVC S = .005 FU/FT ~ NEW EMBANKMENT FOR | STORMWATER RUNOFF — CONTAINMENT POND AOA a Pe e k s RIM EL. 21.5 IE OUT(S) 19.8 PROPERTY LINE 15 7 LF 8” Pv c AS W A N N A S N A S N A N N E N N E 7! \INTENAN ESS-RAMP ©, EXISTING CHAIN LINK FENCE. PROJECT E | BOUNDARY AND: LIMIT OF CONST ION ARE \ | i] | WETLAND BOUNDARY 275 LF_8” PVC S = .0044FT/FT C] 4 CB 9 ‘| tee 20 ~~» WETLAND BUFFER BOUNDARY IE OUT(N) 17.9+ a co 2 TEMPORARY EROS CONTROL: FILTER FABRIC FENCE AND/OR H BALES ALONG T BOUNDARY OF JECT SITE. BSR _ WORK WITHIN BUFFER , 30 0 30 60 7=30 ee! } i DEVELOP Ars i scale ELOPMEN: feet . PROPERTY HORIZONTAL DATUW: ENGINEER Olympid OLYMPIC PIPE LINE COMPANY ea Say 2319 Lind Avenue S.W. Renton, Washington VERTICAL DATUM: DRAFTER NAVD: 33301 9TH AVENUE SOUTH Me FEDERAL WAY, WASHINGTON NOTE BOOKS: BHSIREERING SITE PLAN RENTON STATION | BERGER/AB. iui: VOISE- (04 431-2300 CHECK” Ex \(a | | Z a 4 | 206 34-2 NO. REVISION BY CHECKED | APPROVED CHECK DRAINAGE IMPROVEMENT PROJECT APPROVED DATE M.P. STA. TO M.P. STA. FAX: (206)431-2250 : THIS DRAWING AND ALL INFORMATION THEREON IS THE PROPERTY OF OLYMPIC PIPE LINE COMPANY AND SHALL |AFE NO’S: SCALE: DRAWING NO- 3 OF 6 REV. NO. File Name: 0:\2000\A00063\CADD\dwgs\C1-Site.dwg Scale: 30 NOT BE COPIED OR USED EXCEPT FOR THE PURPOSE FOR WHICH IT IS EXPRESSLY FURNISHED. THE DRAWING ” ’ REFERENCE DRAWINGS AND ANY COPIES THEREOF (PARTIAL OR COMPLETE) SHALL BE RETURNED TO THE OWNER ON DEMAND. 1 =30 C-1 Cu- 00-404 Last Saved on Thu May 25 2000 at 3:16pm by dzahn DRAWING INDEX A-t A-2 SU-1 COVER SHEET SITE PLAN COMPOUND LAYOUT EAST ELEVATION AND ANTENNA DETAILS WEST ELEVATION NORTH ELEVATION SOUTH ELEVATION CIVIL DETAILS | CIVIL DETAILS II ELECTRICAL DETAILS ELECTRICAL SITE PLAN GROUNDING DETAILS WAVEGUIDE SCHEMATIC SHELTER DETAILS SHELTER DETAILS SHELTER DETAILS SHELTER DETAILS SHELTER DETAILS SHELTER DETAILS SHELTER DETAILS SHELTER DETAILS SHELTER DETAILS SHELTER DETAILS SHELTER DETAILS LANDSCAPING PLAN SURVEY 1. 2 3. 4 CITY OF RENTON THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLEY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT 1S FORI BIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER JU L 26 / 0 0 JU L 24 / 0 0 JU N 19 / 0 0 DA T E RB M RB M RB M BY IS S U E D FO R B. P . / C O N S T . RE V I S E D PE R BE C H T E L IS S U E D FO R RE V I E W DE S C R I P T I O N ° B A RE V . COLEMAN POINT SD5 | cENADSLE | SITE SD51 2 — 1321 N. 30TH ST. RENTON, WA 98056 x LEGAL DESCRIPTION: oe THE EAST HALF OF THE WEST HALF OF TRACT 41 OF C.D. HILLMAN’S LAKE WASHINGTON au GARDEN OF EDEN ADDITION TO SEATTLE NO. 1, ACCORDING TO PLAT RECORDED IN VOLUME N 30TH ST 11 OF PLATS AT PAGE(S) 63, IN KING COUNTY, WASHINGTON. ASSESSORS' PARCEL NUMBER: ” 334-210-3272-04 DIRECTIONS: + Ne FROM AIRPORT OFFICE, TAKE I-5 NORTH TO 90 EAST TO 405 NORTH Dy, 7TH TAKE 405 TO THE 30TH STREET EXIT 7 S a GO WEST ON 30TH STREET OVER BRIDGE PAST CHEVRON ON LEFT 5 THE SITE IS LOCATED BEHIND SUMMIT ELECTRIC Ol N NAD 27 NAD 83 | LAT. 47°31'04.711" — 47°31'04.070" LONG. 122°11'56.492” 122°12'00.931" ELEV.= 208.2’ (NGVD 29) VS. 216’+ (BELLEVUE SOUTH QUAD). PROJECT NAME AND ADDRESS: SURVEYOR: JURISDICTION: COLEMAN POINT MERIWETHER LEACHMAN ASSOCIATES CITY OF RENTON 1321 NORTH 3OTH STREET 11800 N.E. 160TH STREET RENTON, WA 98056 BOTHELL, WA 98011 CONTACT: JIM SWANN SUMMARY DESCRIPTION OF WORK: PHONE: (206) 488-4800 SITE DEVELOPMENT AND INSTALLATION OF FIRE DISTRICT: 1 PREFABRICATED EQUIPMENT SHELTER, 50’-O" STRUCTURAL ENGINEER: A, STEEL MONOPOLE, AND CELLULAR ANTENNAS TRK ENGINEERING LTD. #201-17688 66TH AVENUE PROJECT OWNER/APPLICANT: SURREY, BRITISH COLUMBIA V35 7X1 PHONE: (604) 574-6432 SCHOOL DISTRICT: AT&T WIRELESS SERVICES : 617 EASTLAKE ANE, E. TBA SEATTLE, WA 98109 aks ZONING CONTACT: LORI CHASE SHELTER MAN UFACTURER: PHONE: (206) 696-3367 CONSTRUCTION CONTACT: KEVIN FREE ANDREW CORPORATION we Vite PHONE: (206) 726-1126 2701 MAYHILL ROAD . Poy bas DENTON, TEXAS 76205 POWER: ie ee CONTACT: MICHAEL FLORES eS/& Sle we PUGET SOUND ENERGY a DA RC FE L OWN ER: PHONE: (916) 381-9378 PHONE: (888) 225-5773 ith PAUL MILLER ANTENNA MANUFAC | L RER: an e re UL 3625 NGOLN AVE NE a TELEPHONE: [De IRES OF ULY -LgDO | PHONE: (425) 227-99 CONTACT: VICKIE CHANEY PHONE: (817) 595-5999 G.T.E. CODE INFORMATION: ZONING CLASSIFICATION: BUILDING CODE: PROJECT AREA: BUILDING AREA: CONSTRUCTION TYPE: PROPOSED BUILDING USE: OCCUPANCY: EXCAVATION: ESTIMATED VALVE OF CONSTRUCTION: CC (CONVENIENCE COMMERCIAL) UBC, 1997 2500 SQ. FT. 322 SQ. FT. V-N TELECOMMUNICATIONS S-2 N/A $150 000.00 GEOTECHNICAL: T.B.A. CO N S U L T A N T : BC . V2 TX I , Ca n a d a TE L : te "2 0 1 - 16 8 8 - S6 t h Av e . O4 ) 51 4 - 6 4 3 2 Su r r TO L L FR E E : 1- 8 1 1 - 3 4 5 - 4 0 4 5 EM A I L : ma i l e t r k a n g . c o m FA X : (6 0 4 ) 51 4 - 6 4 3 1 KZ T I GI N E E R I N G d UU ., e i ee i , i 4 ~ =” Wi r e l e s s Se r v i c e s 61 7 Ea s t l a k e Av e n u e E. Se a t t l e , WA 98 1 0 9 THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS AND AUTHORIZE THE CONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN. ALL CONSTRUCTION DOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT AND ANY CHANGES OR MODIFICATIONS THEY MAY IMPOSE. LANDLORD/OWNER DATE AT&T DATE o> PM cM OP EPM RF APPROVALS CO L E M A N PO I N T 13 2 1 NO R T H 30 T H ST . RE N T O N , WA 98 0 5 6 S D 5 1 3 = a | Fr COVER SHEET DRAWN BY: CH‘K’D BY: RP. R.B.M. CAD FILE: PROJECT NO. 0070-O8A1 [0070-08 SCALI E: DATE: AS NOTED JUN 19 2000 A-1 Cu- 00 - 104 Exhibit #4 3 GR I D a=1°01/03.7” b=18°56’ GROUP OF COTTONWOOD TOP=277.8' | | FOUND MONUMENT IN 832.53’ MEAS CASE (6/5/00) ¢-—-\_ N04 W rn in 346.25" wi | z | < | | ara S| | eo | FH | a oe | ESMT REC. NO.“ | 1991123000443. | | ou ae | ° cays | voren Fos | ey oe CW, ES | HOUSE Oe: RIDGE EL=228.0° GRADUALLY REMOVE CROWN IN ACCESS ROAD TO BLEND INTO EXISTING CONCRETE PARKING LOT PROPOSED GRAVEL ACCESS ROAD TO TIE INTO EXISTING CONCRETE PARKING LOT. REFER TO C-1 | 36" FIR TOP=285.9" | EXTENT OF LEASED AREA J ov s v o n e 4°P TOP=258.5' 3-(12-16”)P TOP=254.0° e— 15 NN oy 6-8” ALDERS 20’+ HIGH CTYP.) [S I FOUND REBAR & CAP ACS LS# 6434 — [5 ] FOUND MONUMENT IN CASE (6/5/00) a TOP=238.1’/ 2 GAS VENTS on Re Ng 7 ) ONS | Y; & iS ! 2-10" PINES TOP=242.2’ PIN FLAG — bom akc 1/2” REBAR W/ RED TRIAD PROPOSED 50’-O” STEEL | ope PEP-2) be MONOPOLE C/W NEW ANTENNAS 2510" 214 —_ ELEV=213. i ee TI'-0" du §; 4 -—_—..... | BI! 12”AP TOP=234.8’ L S a LANDSCAPED AREA. oy 2 REFER TO L-1 PROPOSED 11’-6" x 28’-0” s WALL OF TREES 7 9 PIS FEAG Nopsisgere PREFABRICATED ANDREW SHELTER 3 P| is = ! ay PROPOSED 32’-0"x 40-0" | BIN FLAG l COMPOUND C/W 7’-0" f GROUP TREES TOP=315.7’+ CHAINLINK FENCE. REFERTO 13, YOUT ON A-21 | - COMPOUND LA | i] 36” FIR TOP=273.5' | t FOUND 3/4” PIPE N | | 212 7 I _ Sf et ~x=-———1\, « N89°04'38"W 64.25’ nf - or = = ——_——_——— a eis f RR re a ae — 5.0’ CLFNC IN CONC FTG 4"=20'-0" ) 4 H20/AIR_q& BS K on~__@ TBM Ae GENERAL NOTES: 4. PERMITS, FEES, AND TESTING SHALL BE PAID FOR BY AT&T. 2. CONTRACTOR SHALL RETURN ONE SET OF PLANS WITH REDLINES SHOWING “AS-BUILT” CONDITION TO AT&T. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE UBC, 1997 EDITION. 4. PREFABRICATED SHELTER TO BE APPROVED BY THE WASHINGTON STATE LABOR & INDUSTRY, AND CERTIFIED WITH THE GOLD SEAL PER RCW 43-22-455. 5. PER THE RULE CR-103, PREFABRICATED WIRELESS SHELTERS ARE EXEMPT FROM INSULATION REQUIREMENTS OF THE WASHINGTON ENERGY CODE. _=* 6. CONTRACTOR TO PROVIDE CLEARING AND GRUBBING AS REQUIRED TO ALLOW FOR INSTALLATION OF APPROACH AND COMPOUND. GEOGRAPHIC LOCATION PROPOSED SITE NAD 27 NAD 83 LAT. 47°3104.711" — 47°31'04.070" LONG. 122°1156.492” 122°12’00.931" ELEV.= 208.2’ (NGVD 29) VS. 216’ (BELLEVUE SOUTH QUAD). BASIS OF BEARING MERIDIAN: W.S.P.C.S. NORTH ZONE NAD 83. CITY OF RENTON SURVEY CONTROL POINT #°S: 266 & 1836. VERTICAL DATUM NAVD 88 BASIS OF COORDINATES WASHINGTON STATE PLANE COORDINATE SYSTEM NORTH ZONE NAD 83 BENCH MARK CITY OF RENTON SURVEY CONTROL POINT #341 - TOP 5/8” STEEL ROD SET IN CONCRETE MONUMENT IN CASE 3/1 INTERSECTION PARK AVE. NORTH AND N. 30TH STREET. ELEV=201.26’ (NAVD88) @ TBM 1/2” REBAR W/ RED TRIAD CONTROL CAP QJEP-2) ELEV=213.1’ LEGEND X 341.8 SPOTELEV PP w/UC POWER POLE W/ UNDERGROUND CONDUITS — P— OVERHEAD POWER - PIN FLAG A CB - CATCH BASIN TS - TELEPHONE STUB 3X 15 - LIGHT STANDARD oO FH - FIRE HYDRANT TREE LINE x FENCE LINE D/W_ DRIVEWAY CUT C} DECIDUOUS TREES M-MAPLE Pay ONAL ES AP-APPLE TREE (DaRES oF us Lop. | SK CONIFER TREES F-FIR C-CEDAR P-PINE GRAVEL GF ASPHALT ‘ : CONCRETE UNDERLYING LEGAL DESCRIPTION PER FIRST AMERICAN TITLE ORDER NO. 810938-C1 THE EAST HALF OF THE WEST HALF OF TRACT 41 OF C.D. HILLMAN’S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE NO. 1, ACCORDING TO PLAT RECORDED IN VOLUME 11 OF PLATS AT PAGE(S) 63, IN KING COUNTY, WASHINGTON. THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT 15 PRODUCED SOLEY FOR USE BY THE OWNER AND ITS AFFILIATES, REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT 1S FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER fou men ney SSS Sizlale ANTS a|a/z S/35)/35/0 SyJRIR =/z/=zl> aia} a] ao IS S U E D FO R B. P . / C O N S T . RE V I S E D PE R BE C H T E L IS S U E D FO R RE V I E W DE S C R I P T I O N fl esl at a 3 § v $5 f LOn- oad ail? and SUsti= Snggpe 5 baxda SHs0R oO zZ iam lu lu Zz oO CO N S U L T A N T : Af ® le s s Se r v i c e s ER Ir e {D. Ww W 61 7 Ea s t l a k e Av e n u e E. Se a t t l e , WA 98 1 0 9 CL I E N T : CO L E M A N PO I N T 13 2 1 NO R T H 30 T H ST . RE N T O N , WA 98 0 5 6 PR O J E C T : SD 5 1 A> ] s z Zz a) ad z SITE PLAN DRAWN BY: CHK? BY: RP. R.B.M. CAD FILE: PROJECT NO. 0070-O8A2 | 0070-08 SCALE: DATE: AS NOTED JUN 19 2000 A-2 ” ayn ~090-/09 — a GAMMA-FACE 45° V-3 FUTURE ANTENNAS ALGON ALP-E 6014 ANTENNAS (TYP. OF 8) ALPHA-FACE 140° V-1 PLAN VIEW OF STANDARD ANTENNA NTS POSITIONS & IDENTIFICATION 4) om’ S cd A Yo SAS BAe, RE WES SoS SHS ae ra = a HVAC UNIT SUPPLIED WITH SHELTER (TYP. OF 2) | LIGHTNING ROD ALP 6014 ANTENNAS (TYP. OF 8) FUTURE ANTENNA (TYP. OF 2) EXISTING TREE TO BE REMOVED 11’'-6” x 28’-O” PREFABRICATED ANDREW SHELTER GENERATOR RECEPTACLE PROVIDED WITH SHELTER m4 / 50’-O0” STEEL MONOPOLE EE 50 ’ EAST ELEVATION 1/4"=1'-0" Wows) F,_ 00 ia [PRES OF JULY DOOD I. THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLEY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE. OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN ITIS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER JU N 30 / 0 0 JU N 19 / 0 0 DA T E RB M RB M BY RE V I S E D PE R BE C H T E L IS S U E D FO R B. P . / C O N S T . DE S C R I P T I O N 1 (2 ) RE V . 1- 8 1 1 - 3 4 5 - 4 0 4 5 Su r r e y , B. C . V3 S 1X ] , Ca n a d a #2 0 ) - 11 6 8 8 - S6 t h . Av e . TE L : (6 0 4 ) 51 4 - 6 4 3 2 FA X : (6 0 4 ) 51 4 - 6 4 3 ] TO L L FR E E : KZ GI N E E R I N G § EM A I L : ma l l @ t r k e n g . c o m CO N S U L T A N T : th Wi r e l e s s Se r v i c e s 61 7 Ea s t l a k e Av e n u e E. Se a t t l e , WA 98 1 0 9 ({l). CO L E M A N PO I N T 13 2 1 NO R T H 30 T H ST . RE N T O N , WA 98 0 5 6 PR O J E C T : SD 5 1 DRAWING TITLE: EAST ELEVATION, AND ANTENNA DETAILS DRAWN By: CH‘K'D BY: R.P. R.B.M. CAD FILE: PROJECT NO. 0070-08A3 0070-08 SCALE: DATE: AS NOTED JUN 19 2000 A-3 Cu-00- 104 GAMMA-FACE 45° V-3 FUTURE ANTENNAS ALGON ALP-E 6014 ANTENNAS (TYP. OF 8) ALPHA-FACE 140° V-1 PLAN VIEW OF STANDARD ANTENNA POSITIONS & IDENTIFICATION : Q) Sy \ 5 7 VW aetna HVAC UNIT SUPPLIED WITH SHELTER (TYP. OF 2) } LIGHTNING ROD ALP 6014 ANTENNAS (TYP. OF 8) FUTURE ANTENNA (TYP. OF 2) EXISTING TREE TO BE REMOVED 11’-6” x 28’-O” PREFABRICATED ANDREW SHELTER GENERATOR RECEPTACLE PROVIDED WITH SHELTER a \ 50’-0” STEEL MONOPOLE 50 ’ EAST ELEVATION 1/4"=|'-O" [Exemes o1 uty 2002- |... THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLEY 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 WRITTEN PERMISSION OF THE OWNER, JU N 30 / 0 0 JU N 19 / 0 0 DA T E BM BM BY DE S C R I P T I O N RE V I S E D PE R BE C H T E L IS S U E D FO R B. P . / C O N S T . lol of 1 8 fo I5 28 § ey hsad SkGor D Sorts d Arh ae geese sazils Vm Od Saggee rowel ataxdd Qs S3HioR o z rim lu uu z oO CO N S U L T A N T : Af - Wi r e l e s s Se r v i c e s 61 7 Ea s t l a k e Av e n u e E. Se a t t l e , WA 98 1 0 9 (() CO L E M A N PO I N T 13 2 1 NO R T H 30 T H ST . RE N T O N , WA 98 0 5 6 PR O J E C T : — ve) aN WY DRAWING TITLE: EAST ELEVATION, AND ANTENNA DETAILS DRAWN BY: CH’K'D BY: RP. R.B.M. CAD FILE: PROJECT NO. 0070-O08A3 | 0070-08 SCALE: DATE: AS NOTED JUN 19 2000 A-3 Cu-00- 104 B&B: REMOVE ALL STRINGS, TWINE & SYNTHETIC WRAP, STAKING & GUYING REQ’D ON TREES FOLD NATURAL BURLAP 5’ & TALLER: (2) BVC LODGEPOLE UNDER OR REMOVE STAKES CHIGGINS CORP. - . (453-836-4643) INSTALL VERTICAL COMPACT ALL BACKFILL BY SECURE TREE TRUNK TO STAKES HAND METHODS AND WATER WITH CHAINLOCK #2 BY LISTER TO REMOVE ALL VOIDS PLANT WITH ROOT CROWN AT OR UP TO 2” ABOVE FINISH GRADE. SPREAD ROOTS FOR NATURAL SPREAD & DISTRIBUTION th _ 2" DEPTH MULCH Zz = FINISH / WATER BASIN ; PLANTING PIT BACKFILL ) [=| 1 rx NS EXCAVATE PIT 12” DEEPER & TWICE THE DIAMETER OF THE ROOT BALL OR ROOT SPREAD. SCARIFY SIDES AND BOTTOM OF PIT BY SHOVEL CUTTING. ANGLE SIDES, VERTICAL SIDES NOT ACCEPTABLE IF WATER ENCOUNTERED, RAISE a BOTTOM OF PIT ABOVE WATER COMPACTED NATIVE SOIL LEVEL. AT SURFACE, FEATHER MOUND TO SUPPORT TREE MOUND INTO SURROUNDING GRADE TYP.TREE PLANTING-DECIDUOUS NTS (1) B&B: REMOVE ALL STRINGS TWINE & WRAP PLANT SO THAT ROOT MASS IS AT OR SLIGHTLY ABOVE COMPACT ALL BACKFILL BY FINISH GRADE. SPREAD ROOTS HAND METHODS AND WATER FOR NATURAL SPREAD & TO REMOVE ALL VOIDS DISTRIBUTION 2” DEPTH MULCH, REDUCE DEPTH AT FOILAGE CREATE WATER BASIN REPARED PLANTING BED i PLANTING PIT BACKFILL iM ll Il l EXCAVATE HOLE 3” DEEPER & 3 TIMES THE DIAMETER OF THE ROOT MASS. SCARIFY SIDES OF PIT BY SHOVEL CUTTING COMPACT NATIVE SOIL UNDER SERBS &. VALTER. PLANT PLANT TO AVOID SETTLING AS PER TYP. TREE PLANTING TYP. CONT./B&B SHRUB PLANTING (2) NTS B&B: REMOVE ALL STRINGS, TWINE & SYNTHETIC WRAP, STAKING & GUYING REQ’D ON TREES FOLD NATURAL BURLAP 5’ & TALLER: (2) BVC LODGEPOLE UNDER OR REMOVE STAKES CHIGGINS CORP. - (453-836-4643) INSTALL VERTICAL SECURE TREE TRUNK TO STAKES WITH CHAINLOCK #2 BY LISTER COMPACT ALL BACKFILL BY HAND METHODS AND WATER TO REMOVE ALL VOIDS PLANT WITH ROOT CROWN AT OR UP TO 2” ABOVE FINISH GRADE. SPREAD ROOTS FOR NATURAL SPREAD & DISTRIBUTION 2” DEPTH MULCH FINSH 7 Vai WATER BASIN _ : PLANTING PIT BACKFILL EXCAVATE PIT 12” DEEPER & TWICE THE DIAMETER OF THE ROOT BALL OR ROOT SPREAD. SCARIFY SIDES AND BOTTOM OF PIT BY SHOVEL CUTTING. ANGLE SIDES, VERTICAL SIDES NOT ACCEPTABLE IF WATER ENCOUNTERED, RAISE x BOTTOM OF PIT ABOVE WATER COMPACTED NATIVE SOIL LEVEL. AT SURFACE, FEATHER MOUND TO SUPPORT TREE MOUND INTO SURROUNDING GRADE TYP. TREE PLANTING-CONIFER G) NTS ya n LEGEND SYMBOL QUANT.BOTANICAL/COMMON NAME SIZE REMARKS ACER RUBRUM ‘ARMSTRONG’ 2” CAL., 10’-12’ HT., UNIFORMLY BRANCHED SPECIMENS; ARMSTRONG MAPLE B&B BRANCHED BETWEEN 5/-6’ CUPRESSOCYPARIS LEYLANDII 6’ HT., B&B FULL AND DENSE, UNIFORMLY LEYLAND CYPRESS BRANCHED TO BASE MYRICA CALIFORNICA/ 5 GAL. CONT. FULL AND DENSE, UNIFORMLY CALIFORNIA BAY LAUREL BRANCHED TO BASE (0) COTONEASTER PARNEYII 5 GAL. CONT. FULL AND DENSE PARNEY COTONEASTER ee COTONEASTER ‘LOWFAST’ 4” CONT. FULL, 24” O.C. TRIANG. SPACING LOWFAST COTONEASTER TOPSOIL NOTES 1 OVEREXCAVATE SUBGRADE AS REQUIRED TO PROVIDE FOR 6” COMPACTED DEPTH IMPORTED TOPSOIL AND 2” COMPACTED DEPTH MULCH. SCARIFY OR ROTOTILL SUBGRADE TO A MIN. 4” DEPTH. REMOVE DEBRIS & STONE LARGER THAN 3/4” IN ANY DIMENSION REMAINING ON THE SURFACE AFTER TILLING. 2 PLACE IMPORTED SANDY LOAM TOPSOIL IN TWO LIFTS: (1) PLACE MIN 4” DEPTH TOPSOIL AND ROTOTILL TO A DEPTH OF 8 INCHES TO INCORPORATE NEW TOPSOIL WITH SUBSOIL. (2) FOLLOWING TILLING, PLACE MIN. 2-INCH DEPTH TOPSOIL AND COMPACT. PLANT STANDARDS 1 CONFORM TO WASHINGTON STATE DEPT. OF AGRICULTURE (WSDA): WASHINGTON STATE STANDARDS FOR NURSERY STOCK, ORDER NO. 1627 2 AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI): ANSI-Z 60.1-1986 AMERICAN STANDARDS FOR NURSERY STOCK 3 AMERICAN JOINT COMMITTEE OF HORTICULTURE NOMENCLATURE: STANDARD PLANT NAMES, CURRENT EDITION DELIVERY, STORAGE, AND HANDLING PROTECT PLANT FROM HARM AND DAMAGE AT ALL TIMES. PROTECT TREES DURING TRANSPORT BY TYING IN BRANCHES AND COVERING ALL EXPOSED BRANCHES. JOB CONDITIONS PLANT DURING PERIODS NORMAL FOR OPTIMUM GROWTH, AS DETERMINED BY SEASON, WEATHER CONDITIONS, AND ACCEPTED PRACTICE. PLANTING OPERATIONS MAY BE CONDUCTED UNDER UNSEASONABLE CONDITIONS BY ACCEPTING FULL RESPONSIBILITY FOR ANY SUBSEQUENT, RESULTING LOSSES. UNDERGROUND CONDITIONS BE FAMILIAR WITH UTILITY, MECHANICAL, AND ELECTRICAL PLANS SO THAT DIGGING OPERATIONS DO NOT DAMAGE LINES WARRANTY 1 WARRANT ALL PLANT MATERIAL FOR HEALTHY, THRIVING CONDITIONS FOR ONE YEAR FOLLOWING PLANT INSTALLATION. 2 DURING GUARANTEE PERIOD, IMMEDIATELY REMOVE AND REPLACE ALL DEAD, DISEASED, DYING, BROKEN OR DISAPPEARED PLANT MATERIALS (DUE TO ANY CAUSE, EXCEPT AS NOTED BELOW). USE SPECIFIED PLANTS AND PERFORM AT NO ADDITIONAL COST TO THE OWNER. 3 DURING GUARANTEE PERIOD, THE GUARANTOR IS NOT RESPONSIBLE FOR REPLACING PLANTS DESTROYED OR DAMAGED BY VANDALISM, ACCIDENTS CAUSED BY OTHERS, OR ACTS OF GOD. PLANT QUALITY 1 PLANTS SHALL BE FRESH, WELL FOLIAGED, IN PRIME CONDITION WHEN IN LEAF, AND EXHIBITING NORMAL HABIT OF GROWTH. ALL LEADERS AND BUDS INTACT, FREE OF DISEASE, INJURY, AND ANY SIGN OF INSECTS. FREE OF SEEDS, WEED ROOTS AND OTHER CONTAMINANTS. PLANTS ARE TO BE NURSERY GROWN. PLANTS TO BE ACCLIMATED TO THE PROJECT SITE ENVIRONMENTAL CONDITIONS. NO COLD STORAGE PLANTS. BALL AND BURLAPPED (B&B) STOCK IS REQUIRED TO HAVE A ROOT STRUCTURE SUFFICIENT TO INSURE SURVIVAL AND HEALTHY GROWTH. 5 CONTAINER GROWN MATERIALS ARE REQUIRED TO HAVE SUFFICIENT ROOT TO HOLD THE THE EARTH INTACT WHEN REMOVED FROM THE CONTAINERS BUT NOT BE ROOT BOUND. BR WN FERTILIZER 1 FORMULA 4-2-2 “TRANSPLANTER’ AS MANUFACTURED BY PACIFIC AGRO CO., APPLY AT RATE AS PER MANUFACTURER'S PRINTED INSTRUCTIONS. 2 AGRIFORM TABLETS. 21-GRAM SIZE, AS MANUFACTURED BY AGRIFORM INTERNATIONAL CHEMICALS, INC. 20-10-5 ANALYSIS. APPLY AT RATE OF: TREES: 4 TABLETS SHRUBS: 1 TABLET MULCH STEERCO, GROCO, OR OTHER APPROVED COMMERCIALLY AVAILABLE FERTILE MULCH. PLANT INSTALLATION 1 EXCAVATE PLANTING HOLE. 2 PLACE PLANT IN UPRIGHT POSITION IN CENTER OF PIT, REMOVE ANY ROOT COVERING AS DETAILED AND SPREAD ROOTS TO HAVE A NATURAL SPREAD AND DISTRIBUTION. 3 BACKFILL WITH EXCAVATED MATERIAL. TAKE CARE NOT TO INJURE ROOT SYSTEM. THOROUGHLY PACK AND PUDDLE SOIL AROUND ROOTS. 4 FERTILIZE AS SPECIFIED. 5 STAKE AND GUY AS SPECIFIED 6 IMMEDIATELY AFTER COMPLETION OF ALL PLANTING, THOROUGHLY WATER PLANTING AREA THEN MUCH ALL PLANTING AREA TO A MINIMUM COMPACTED DEPTH OF 2 INCHES AND AS DETAILED MAINTENANCE 1 MAINTAIN PLANTING AREA FOR A PERIOD OF ONE YEAR UNTIL THE END OF THE WARRANTY PERIOD. 2 WATER PLANTINGS AREAS BY THOROUGH SPRINKLING. PROVIDE AS NEEDED TO KEEP GROUND MOIST AND PLANTS HEALTHY. PREVENT SOIL EROSION. 3 PRUNE, CULTIVATE, FERTILIZE, SPRAY AND PERFORM OTHER NECESSARY OPERATIONS. TYP. 4” POT/SPRIG PLANTING EXISTING 12” LANDSCAPE PLAN DIA. APPLE TREE SO A R AN N A N PO S S 1/8"=1'-O” COMPACT ALL BACKFILL BY PLANT SO THAT AT LEAST HAND METHODS AND 2/3 OF ROOT MASS IS IN WATER TO REMOVE ALL PREPARED PLANTING BED. VOIDS SPREAD ROOTS FOR NATURAL DISTRIBUTION 2” DEPTH MULCH, REDUCE DEPTH AT ROOT COLLAR PREPARED PLANTING BED mMT-I =| =I i ©) SS FF , THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLEY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN ITIS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER JU L 26 / 0 0 JU L 24 / 0 0 DA T E RB M RB M BY IS S U E D FO R B. P . / C O N S T . IS S U E D FO R RE V I E W DE S C R I P T I O N ie ) A RE V . F 9 O l ' - 68 s - 66 t h Av e . CO N S U L T A N T : ie 2 BO . V3 Tx l , Ca n a d a TE L : (6 9 4 ) 51 4 - 6 4 3 2 TO L L FR E E : 1- 8 1 1 - 3 4 5 - 4 0 4 5 is FA X : (6 0 4 ) 51 4 - 6 4 3 1 FP EN G I N EE R I N G EM A I L : ma t l e t r k e n g . c o m ® a {{) CL I E N T : Wi r e l e s s Se r v i c e s 61 7 Ea s t l a k e Av e n u e E. Se a t t l e , WA 98 1 0 9 CO L E M A N PO I N T 13 2 1 NO R T H 30 T H ST . RE N T O N , WA 98 0 5 6 PR O J E C T : SD 5 1 0 $ 2 z ra y EI in LANDSCAPE PLAN DRAWN BY: RP. CH‘KD BY: CAD FILE: 0070-0811 PROJECT NO. 0070-08 SCALE: AS NOTED DATE: JUN 19 2000 L-1 (U-00-/04 a=1°01'03.7” b=18°56’ GR I D GROUP OF COTTONWOOD TOP=277.8" FOUND MONUMENT IN | | | CASE (6/5/00) ¢—-h _ N89°04'38’W in 346.25’ wi | = | < | = | of 1 & | ¢ | - are. met | i ae a ales | ESMT REC. NO. 1991123000443; | YY | TIVTT | ee ee) HOUSE XS RIDGE EL=228.0’ GRADUALLY REMOVE CROWN IN ACCESS ROAD TO BLEND INTO EXISTING CONCRETE PARKING LOT PROPOSED GRAVEL ACCESS ROAD TO TIE INTO EXISTING CONCRETE PARKING LOT. REFER TO C-1 > EXTENT OF LEASED AREA PROPOSED 50’-O” STEEL MONOPOLE C/W NEW ANTENNA WALL OF TREES TOP=259.5’+ ve a 212 PROPOSED 11’-6” x 28’-O” PREFABRICATED ANDREW SHE PROPOSED 32’-0” x 40’-0” COMPOUND C/W 7'-0" CHAINLINK FENCE. REFER TO COMPOUND LAYOUT ON A-2. ©) y LEANING GARAGE ay 36" FIR TOP=285.$ PIN FLAG 11 0” 214 12”AP TOP: SITE PLAN | PIN FLAG xe 36” FIR TOP=273.5’ FOUND 374” PIPE N N89°04'38"W “P TOP=258.3’ 3-(12-16”)P TOP=254.0” SUMMIT ELEC. SIGN ff ~ © mn Vv ( 6-8” ALDERS, 20’+ HIGH (TYP.) Om @ TBM 1/2" LANDSCAPED AREA. REFER TO L-1 GROUP TREES TOP=315.7’+ REBAR W/ RED TRIAD CONTROL CAP (JEP-2) 214 —_ELEV=213.1’ 5.0’ CLFNC IN CONC FTG 4 "290 10" Q) -—-—-_-__.__.__.N89°0438"W_ 832.64’ROS SS 832.53’ MEAS FOUNDMRON CASE (6/5/00) Ys oo TOP=238.1'7 , | 7 l Ui, Y GAS VENTS YY \ O” PINES TOP=242.2’ H2O/AIR_q& r= ENT IN PP W/UC —— P— OVERHEAD POWER * \~ ~\_ TREE LINE ©) DECIDUOUS TREES GENERAL NOTES: 4, PERMITS, FEES, AND TESTING SHALL BE PAID FOR BY AT&T. 2. CONTRACTOR SHALL RETURN ONE SET OF PLANS WITH REDLINES SHOWING “AS-BUILT’ CONDITION TO AT&T. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE UBC, 1997 EDITION. 4. PREFABRICATED SHELTER TO BE APPROVED BY THE WASHINGTON STATE LABOR & INDUSTRY, AND CERTIFIED WITH THE GOLD SEAL PER RCW 43-22-455. 5. PER THE RULE CR-103, PREFABRICATED WIRELESS SHELTERS ARE EXEMPT FROM INSULATION REQUIREMENTS OF THE WASHINGTON ENERGY CODE. 6. CONTRACTOR TO PROVIDE CLEARING AND GRUBBING AS REQUIRED TO ALLOW FOR INSTALLATION OF APPROACH AND COMPOUND, GEOGRAPHIC LOCATION PROPOSED SITE NAD 27 NAD 83 LAT. 47°31'04.711" —47°31'04.070” LONG. 122°1156.492” 122°12’00.931”" ELEV.= 208.2’ (NGVD 29) VS. 216’ (BELLEVUE SOUTH QUAD). BASIS OF BEARING MERIDIAN: W.S.P.C.5. NORTH ZONE NAD 83. CITY OF RENTON SURVEY CONTROL POINT #'S: 266 & 1836. VERTICAL DATUM NAVD 88 BASIS OF COORDINATES WASHINGTON STATE PLANE COORDINATE SYSTEM NORTH ZONE NAD 83 BENCH MARK CITY OF RENTON SURVEY CONTROL POINT #341 - TOP 5/8” STEEL ROD SET IN CONCRETE MONUMENT IN CASE 3’! INTERSECTION PARK AVE. NORTH AND N. 30TH STREET. ELEV=201.26’ (NAVD88) “7 TBM 1/2” REBAR W/ RED TRIAD CONTROL CAP VJEP-2) ELEV=213.1’ LEGEND X 341.8 SPOT ELEV POWER POLE W/ UNDERGROUND CONDUITS 7 PIN FLAG o CB - CATCH BASIN A TS - TELEPHONE STUB 3X 1S - LIGHT STANDARD © FH - FIRE HYDRANT x FENCE LINE D/W_ DRIVEWAY CUT M-MAPLE AP-APPLE TREE aa XK CONIFER TREES F-FIR C-CEDAR P-PINE GRAVEL YASS J ff | Yyy Vp ASPHALT fry os r 3 ° CONCRETE ay BAD we WL UNDERLYING LEGAL DESCRIPTION PER FIRST AMERICAN TITLE ORDER NO. 810938-C1 THE EAST HALF OF THE WEST HALF OF TRACT 41 OF C.D. HILLMAN’S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE NO. 1, ACCORDING TO PLAT RECORDED IN VOLUME 11 OF PLATS AT PAGE(S) 63, IN KING COUNTY, WASHINGTON. THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT 1S PRODUCED SOLEY 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 WRITTEN PERMISSION OF THE OWNER JU L 26 / 0 0 JU L 24 / 0 0 JU N 19 / 0 0 DA T E RB M RB M RB M BY IS S U E D FO R B. P . / C O N S T . RE V I S E D PE R BE C H T E L IS S U E D FO R RE V I E W DE S C R I P T I O N of | <3 of 3 ; 48 Q— axign fares! Sistis aaggpe a Paxda SFHe0R ~ 2 c w w 2 Q CO N S U L T A N T : Af CL I E N T : Cc ) le s s Se r v i c e s ir e (() W 61 7 Ea s t l a k e Av e n u e E. Se a t t l e , WA 98 1 0 9 PR O J E C T : CO L E M A N PO I N T 13 2 1 NO R T H 30 T H ST . RE N T O N , WA 98 0 5 6 S D 5 1 =] cS z Fa 5 zi i SITE PLAN DRAWN BY: CH’K’D BY: RP. R.B.M. CAD FILE: 0070-08A2 PROJECT NO. 0070-08 AS NOTED SCALE: DATE: JUN 19 2000 A-2 Ci - 00-104