Loading...
05-104992 (2)0 R SO 'd a sib- f 60V ­­g; R AN 10 fflF, &A ­*N' A VIP M A,F 40.7 D "M Off W, W Site ■ u ber: WAw TAC 1 60�A Site Na e: AMERICAN TOWER DRAWING INDEX VICINITY MAP PROJECTION INFORMATION 4t SHEET CONTENTS REV —v�' —� :'�' h IECOMMUNICATiON FACILITY CONSISTING OF SECTORS, IT SCOPE OF WORK: AN UNMANED TEL _R SECTOR, (1) FUTURE ANTENNA AT FUTURE SECTOR, C f (1) ANTENNA P (4) ANTENNAS M-TAL MOUNTED ON AN tE___XISTING 100'-0" HIGH IF 1LJjrj irror MONOPOLE AND CLEARWIRE EQUIPMENT CABINET MOUNTED ONTO 4'-0" X 0 t 03 4'-0" CONCRETE PAD WITHIN PROPOSED 7'-0" X 7'-0" LEASE AREA TAC160 —TO 1 TITLE SHEET TAC160 —NO1 GENERAL NOTES 0 SITE ADDRESS.- 2401 S 324TH ST. 11L C _1L TAC160 —CO1 OVERALL SITE PLAN 0 I FEDERAL WAY, WA. 98003 --- TAC160 —0O2 ENLARGED SITE PLAN & SITE ELEVATI---------- ON 0 —0O3 ------ TAC 160 EQUIPMENT DETAILS 0 TOWER OWNER: AMERICAN TOWER HUNTiN`TON AVE I I TH FLOOR si 110 TAC160 —004 ANTENNA DETAILS 0 BOST - )ON, MA, 02110 —005 DETAILS 0 TAC160 Uzi --324tb P 617-3715-7 0 143 'ITE N��MIE- CIE;A",/' NO- TAC160 —EO1 ELECTRICAL, GROUNDING PLAN & DETAILS 0 V; PROJECrT 0, APP' IAN': ARW :z fl _7 PROPRIETARY NOTE: SITE FEDERAL WAY UIURISDIC'ION: CURRENT ZONE: R M 7-pin- 0 0 THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY BY NATURE, ANY USE OR T IS STR ICTLY PROHIBITED. CURRENT USE; I LILECOMMUN !CATIONS FACILITY DISCLOSURE 0-11HER THAN THAT WHICH RELATES TO CLEARWIRE SERVICE T' TELECOMMUNICATIONS FACILITY --3Q h= ji PROPOSED USE: it tj SYMBOLS & ABBREVIATIONS UTILITY CONTACTS k_1 CARP. __18t PROPERTY OWNER: AMERICAN TOWER _ PARCEL 162104-9037 B yj T, (N) NEW —POWER COMPANY (E) EXISTING PSE DRIVING DIRECTIONS: SITE QUALIFICATION PARTICIPANTS CENTER LINE PH: . 4 2 5 - 4 5/ 2 - 12 13/ A P RO PrE RTY LINE DEPARTING FROM CLE-ARWIRE OF-FICE IN KIRKLAND: NAME COMPANY NUMBER 0. M X--- FENCE 'LINE TELEPHONE COMPANY— Bear LE -Fr (Sou'Lh-East) onto Northup Way A/E ERIC CAMP KDC ARCHITECTS, ENGINEERS, P.C. (425) 670-8651 r',RO!,IjND WIRE Turn RIGHT (South) onto 108th Ave NE 0.1 mi z QWfC_ST -- Take Romp (RIGHT) onto SR-520 0.6 ml WA-520 Redmond 0 Ird OVERHEAD POWER H: 8 f 00-526-3515 7 Turn R 1 G:r-i T Onto Romp 0.2 mi 1­ 405 / 1-90 / Everett / Renton SAC NI.CHOLAS SAUCEDO CLS GROUP (817) 729- 7006 OH— OVERIHEAD TELCO Take Rams (RIGHT) onto 1-405, 14.8 ry)l 1-405 / Renton LARRY OTTERS CLS GROUP CONSTRUCTION ! (307) 760-n- 346 Road name changes to SR-518 0,1 mi E U N D E RGROUND POWER CONDUIT Take R a ryl. p (RIGHT) onto 1-5 10.7 mi I - 5/ / Portland LANLORD GEORGE GL)NATSIS AMERICAN TOWER CORP. At exit 1 A.�, turn RIGHT onto Romp 0.3 rr') S. 320th, St. Federal Way UNDERGROUND TELCO CONDUIT At all new services & grounding trenches, Is Turn RIGH-1- (West) onto S 1-520th St provive "WARNING" tape at 12 below grade. 0.9 mi - UNDERGROUND POWER/TEII CO CONDUIT PERMITTING TODD WALTON CLS GROUP (206) 334-4 116 Turn LEFT (South) onto 11th PIS 0. 131 mi Arrive S 324th St, Federol Way, WA 98003 "CALL BEFORE YOU DIG of SITE G PS COORDINATES : LATITUDE (NAD 813): N 47,30523- 1-800-424-5555 1 UTILITY NOTIFICATION CENTER OF WASHINGTON STATE LONGITUDE (NAD 83). w -122, 3, 0 2 RFECEIVED C71 A S L V A 0 N 423'(±) AMS__ E? SIT LDING DEPT, ■SITE NAME: AMERICAN TOWER clear w"r 4720 200TH STREET SW, SUITE 200 clear LYNNWOOD, WA 98036 SITE NUMBER: WA—TAC160—A 1 09/14/05 ISSUED FOR CONSTRUCTION CRW JMG EJC PHONE: (425) 670-8651 5508 LAKE WASHINGTON BLVD. 2401 S 324TH ST. - CRW JMG EJC TITLE SHEET 09/06/05 ISSUED FOR CD REVIEW CLSGITro ion FAX: (425) 712-0846 SUITE 500 FEDERAL WAY, WA. 98003 ■ ■ ■ 1 KDCARCHITECTS.COM KIRKLAND, WA 98055 NO, DATE REVISIONS BY CHK APRV JOB NUMBER SHEET NUMBER REv .,KDCArchitects - Engineers, P.C. SCALE: AS SHOWN DESIGNED BY: JMG DRAWN BY: CRW 1 18 1 J05.003 T01 6 5 4 3 2 1 GENERAL_ NOTES 1. ALL CONSTRUCTION AND MATERIALS SHALL_ COMPLY WITH THE "INTERNATIONAL BUILDING CODE 2003" AND SHALL.. MEET OR EXCEED THE STRICTER OF APPLICABLE COUNTY CODES AND REGULATIONS, LATEST EDITIONS. 2. ANTENNAS, CABINETS AND COAXIAL CABLE SHALL BE PROVIDED BY CLIENT CONTRACTOR SHALL COORDINATE SCHEDULE OF DELIVERY TO AVOID DELAYS. 3. DAMAGE TO ALL UTILITIES, LAND, DRIVEWAY AREAS AND PROPERTY OF OTHERS, DISTURBED DURING CONSTRUCTION, SHALL BE RETURNED TO THE ORIGINAL CONDITION AT THE COMPLETION OF WORK. 4. CONTRACTOR SHALL COORDINATE WITH 'THE LOCAL POWER AND TELEPHONE - UTILITIES AND THE CONSTRUCTION MANAGER TO CONFIRM THE SOURCE OF SERVICE, PRIOR TO INSTALLATION OF CONDUITS. 5. EXISTING VEGETATION AND ORGANIC MATERIAL-.S SHALL BE REMOVED FROM THE CONCRETE PAD AREA, FILL SITE TO DESIGN ELEVATION W/CLEAN, SANDY SOIL COMPACT UNDER CONCRETE PAD TO OBTAIN NOT LESS THAN 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR SOIL IN ACCORDANCE WITH ASTM D557. 6, REGRADE AROUND PAD AS REQUIRED TO ALLOW MAXIMUM 3" OF PAD THICKNESS, EXTENDING ABOVE GRADE. 7. ALL WORK SHALL BE DONE SATISFACTORY IN A PROFESSIONAL WORKMANLIKE MANNER, SUBJECT TO INSPECTION DURING THE CONSTRUCTION AND FINAL_ APPROVAL BY THE CONSTRUCTION MANAGER. 8, ANY SUBSTITUTIONS OF MATERIALS, EQUIPMENT OR ALTERATIONS FROM THE PLANS AND/OR SPECIFICATIONS SHALL BE APPROVED BY THE CONSTRUCTION MANAGER. 9. COLOR SELECTION SHALL BE COORDINATED WITH CONSTRUCTION MANAGER. 10. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND DIMENSIONS AND BRING DISCREPANCIES TO THE ATTENTION OF CONSTRUCTION MANAGER. 11. CONTRACTOR SHALL CONTACT SUBSURFACE UTILITY LOCATOR FOR EXACT LOCATION OF EXISTING UTILITIES, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL VERIFY EXISTING UTILITY LOCATIONS BY TEST PIT, AS NECESSARY. EXACT LOCATION OF UTILITIES SHOWN ON PLAN ARE APPROXIMATE & FOR PLANNING PURPOSES ONLY. 12. CONTRACTOR SHALL DOCUMENT THE "AS BUILT" LOCATIONS OF ALL BURIED UTILITIES, INCLUDING POWER, GROUNDING, ETC.... 13. CONTRACTOR SHALL SECURE THE NECESSARY PERMITS FOR THIS PROJECT FROM ALL APPLICABLE GOVERNMENT AGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR ABIDING BY ALL THE CONDITIONS AND REQUIREMENTS OF THE PERMITS. 14. TOWER AND TOWER FOUNDATIONS ARE SHOWN FOR ILLUSTRATIVE PURPOSES ONLY. 15, CONTRACTOR SHALL VISIT THE PROJECT SITE TO VIEW ALL CONDITIONS PRIOR TO SUBMITTING BID. ANY CHANGES DURING CONSTRUCTION DUE TO AN EXISTING CONDITION, VISUALLY ASCERTAINABLE- PRIOR TO SUMMATING BID, CANNOT BE THE BASIS FOR A CHANGE ORDER. 16. COAT ALL SURFACES WITH NO-OX WHERE DISSIMILAR METALS CONTACT. 17, CONTRACTOR SHALL REMOVE ALL DEBRIS AND EMPTY COAX REELS FROM THE SITE UPON COMPLETION OF THE PROJECT. CL S G 1-y D up lei .. 4720 200TH STREET SW, SUITE 200 LYNNWOOD, WA 98036 ■ M ■ 1 I PHONE: (425) 670-8651 ■. , KDGARCH TECTS.COM Architects - Engineers, P.C. 5 PROJECT NOTES REINFORCED CONCRETE: R---1 . CONCRETE: ALL CONCRE7 E SHALL BE F'c = 3,000 PSI AT END OF 28 DAYS AS DETERMINED BY ASTM C31 AND C39 AND SHALL BE NORMAL WEIGHT. R-2. PREPARATION, TESTING AND PLACING OF CONCRETE AND REINFORCEMENT SHALL BE PER ACI---318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, LATEST EDITION. R-3. REINFORCING BARS SHALT.._ HAVE A MINIMUM YIELD STRENGTH OF Fy = 60,000 PSI AND SHALL COMPLY WITH ASTM A615. R--4. PROVIDE MINIMUM CONCRETE COVERAGE FOR REINFORCING STEEL OF 3" R-5, EXISTING VEGETATION AND ORGANIC MATERIALS SHALL BE REMOVED FROM THE BUILDING FOUNDATION AREA. FILL TO INDICATED ELEVATION WITH CLEAN SANDY SOIL COMPACT TO OBTAIN 2500 PSI BEARING CAPACITY. CONCRETE EQUIPMENT PAD SHALL BE PLACED OVER UNDISTURBED OR WELL COMPACTED SOIL. DESIGN: D-1. DESIGN IS IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE 2003. D-2. EQUIPMENT CABINET LOADING PER CLEARWIRE STANDARD EQUIPMENT D-3, DESIGN LOADS: WASHINGTON STATE A. 100 MPH WIND SPEED, 3 SECOND GUST, CATEGORY 2. IMPORTANCE FACTOR 1.0, EXPOSURE CATEGORY C. B. ALL OTHER LOAD ARE PER ASCE 7- 02 D-4, PAD ON GRADE DESIGN IS BASED ON MINIMUM SOIL BEARING CAPACITY OF 1000 PSF. STRUCTURAL: S-1. DETAIL, FABRICATE, AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH AISC, SPECIFICATION FOR DESIGN, FABRICATION AND ERECTION OF STRUCTURE STEEL FOR BUILDINGS. S-2. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE AISC SPECIFICATION FOR STRUCTURAL STEEL FOR BUILDING - ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN, 9th EDITION. S-3, STRUCTURAL PIPE COLUMNS SHALL COMPLY WITH ASTM A53. TYPE E OR S, GRADE B, Fy = 36KSL ALL WIDE FLANGE SHAPES SHALT_, BE ASTM A992. GRADE 50- ALL STRUCTURAL SHAPES & PLATE SHALL COMPLY WITH ASTM A136. S-4. WELDING: ALL WELDING IS TO BE DONE BY PRE -QUALIFIED WELDERS HOLDING CURRENT CERTIFICATE FROM A RECOGNIZED TESTING LABORATORY. ALL WELDS ARE TO BE PER A.W.S, CODE, LATEST EDITION ALL WELDS SHALL BE 3/16" MINIMUM FILLET WELDS U.O.N. ELECTRODES SHALL BE E70XX. S-5. THERE SHALL BE NO FIELD WELDING. S--6. STRUCTURAL GROUT SHALL BE SHRINKAGE RESISTANCE NON -EXPANSIVE.. NONMETALLIC GROUT WITH A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 5,000 PSI WHEN TESTED IN ACCORDANCE WITH ASTM CODE C 109. FORMS SHALL BE PLACED AROUND BASE PLATE AND THE STRUCTURAL GROUT SHALL BE POURED. NO DRY -DAMP PACKING. S-7. ANCHOR BOLTS AND ALL --THREAD RODS SHALL COMPLY WITH ASTM A36, UNLESS OTHERWISE NOTED, ALL OTHER BOLTS AND NUTS SHALL COMPLY WITH TO ASTM A325. ALL BOLTS SHALL BE HOT --DIPPED GALVANIZED. S-8. ALL EXPOSED STEEL SHALL_ BE HO T.-DIPPED GALVANIZED AF-'ER FABRICATION PER ASTM A153 OR A123. S-9. APPLY TWO COATS OF ZINC -RICH RUST-OLtUM #2185 PAIL'.- TO ALL I= IELD DRILLED HOLES AND CUTS. GRID -GUARD EPDXY #54E -: COATING SHALL BE APPLIED TO ALL AREAS WHERE GALVANIZED SURF.= -_ES NEED TO BE RECONDITIONED, INCLUDING ALL WELD AREAS. clear S�.< � O} 4.Y< �i 4.. 5508 LAKE WASHINGTON BLVD. SUITE 500 KIRKLAND, WA 98055 SITE NAME: SITE NUMBER: ELECTRICAL NOTES 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE (NEC) AS WELL AS APPLICABLE STATE AND LOCAL CODES. 2, ALL ELECTRICAL ITEMS SHALL. BE UL APPROVED OR LISTED AND PROCURED PER SPECIFICATION REQUIREMENTS. 3. THE ELECTRICAL WORK INC! UDES ALL LABOR AND MATERIAL DESCRIBED BY DRAWINGS AND SPECI-ICATION, INCLUDING INCIDENTAL WORK TO PROVIDE COMPLETE, OPERATING AND APPROVED ELECTRICAL_ SYSTEM. 4. GENERAL CONTRACTOR SHALL PAY FEES FOR PERMITS, AND IS RESPONSIBLE FOR OBTAINING SAID PERMITS, AND COORDINATION OF INSPECTIONS. 5. ELECTRICAL AND TELCO WIRING BETWEEN CABINETS SHAL-L RUN IN EMT OR SCHEDULE 40 PVC (AS PERMITTED BY CODE). 6. ELECTRICAL AND TELCO WIRING OUTSIDE A BUILDING AND EXPOSED TO WEATHER SHALL BE IN WATER TIGHT GALVANIZED RIGID STEEL CONDUITS AND WHERE REQUIRED IN LIQUID TIGHT FLEXIBLE METAL OR PVC WHERE LOCAL CODES AND SITE CONDITIONS PERMIT. 7. ELECTRICAL WORK SHALL BE COPPER WITH TYPE XHHW, THWN OR THIN INSULATION, 8. RUN ELECTRICAL CONDUIT BETWEEN ELECTRICAL UTILITY DEMARCATION POINT AND EXISTING METER SOCKET AS LOCATED ON THIS DRAWING IN PVC, PROVIDE FULL LENGTH PULL ROPE. COORDINATED INSTALLATION WITH UTILITY COMPANY. 9. RUN TELCO CONDUITS BETWEEN TELEPHONE UTILITY DEMARCATION POINT AND EXISTING TELC'O CABINET AND CLEARWIRE CABINET AS INDICATED ON THIS DRAWING IN PVC. PROVIDE FULL LENGTH PULL ROPE IN TELCO CONDUIT. 10. ALL EQUIPMENT LOCATED OUTSIDE SHALL HAVE NEMA 3R ENCLOSURE. 11. COORDINATE EXACT TELEPHONE REQUIREMENTS AND SERVICE ROUTING WITH LOCAL TELEPHONE COMPANY. APPLY FOR TELEPHONE SERVICE AS SOON AS POSSIBLE. 12. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO APPLY FOR COMMERCIAL POWER IMMEDIATELY UPON RECEIVING AWARD OF BID, THE GENERAL CONTRACTOR IS REQUIRED TO KEEP ALL RECEIPTS FRO': THE POWER COMPANY ACKNOWLEDGING APPLICATION FOR POWER AND THOROUGH DOCUMENTATION OF ANY DISCUSSIONS WITH THE POWER COMPANY THEREAFTER. ALSO, THE GENERAL CONTRACTOR SHALL RECEIVED IN WRITING FROM THE POWER COMPANY AS TO WHEN THE ANTICIPATED POWER CONNECTION WILL BE COMPLETE, IF COMMERCIAL POWER IS NOT AVAILABLE BY THE "POWER COMPLETE" DATE AS CALLED OUT IN THE SPECIFICATIONS, A GENERATOR SHALL BE SUPPLIED AND MAINTAINED BY THE GENERAL CONTRACTOR UNTIL COMMERCIAL IS OBTAINED, ALL COSTS ASSOCIATED WITH THE GENERATOR WILL BE MUTUALLY AGREED UPON BETWEEN THE OWNER AND GENERAL CONTRACTOR, IN THE EVENT THE GENERAL CONTRACTOR FAILS TO TAKE TF-IE NECESSARY MEASURES AS DESCRIBED HEREIN TO SECURE POWER BY THE POWER COMPLETED DATE, THEN ALL COSTS ASSOCIATED WITH THE GENERATOR SHALL_ BE BORNE BY THE CONTRACTOR. AMERICAN TOWER WA-TAC1 f0-A 2401 S 324TH ST. FEDERAL WAY, WA. 98003 3 GROUNDING NOTES 1. AN ANTIOXIDANT COMPOUND SHALL BE APPLIED TO ALL. EXTERIOR, ABOVE GRADE, MECHANIC, GROUND CONNECTIONS. 2. CONTRACTOR SHAL.L.. SUPPLY ALL MATERIAL, LABOR AND EQUIPMENT NECESSARY FOR A COMPLETE SYSTEM AS INTENDED HEREIN UNLESS OTHERWISE NO -FED. 3. ALL EXTERNAL GROUND CONDUCTORS SHALL BE #2 AWG, BARE, SOLID, TINNED COPPER UNLESS OTHERWISE NOTED. 4. ALL GROUND CONNECTIONS SHALL_ BE MADE WITH EXOTHERMIC WELD PROCESS UNLESS OTHERWISE NOTED OR APPROVED, ALL CONNECTIONS SHALL BE MADE Al DESIGNATED LOCATIONS ON THE EQUIPMENT. 5. EXACT LOCATION OF GROUND RODS AND GROUND CONNECTION POINTS SHALL BE DETERMINED IN THE FIELD, ADJUST LOCATIONS AS REQUIRED TO KEEP GROUND CONNECTIONS AS SHORT AS POSSIBLE (9" MIN. BEND RADIUS AND 90 DEGREE MAX BEND ANGLE). ALL. BELOW GRADE GROUNDING SHALL_ BE INSPECTED AND APPROVED BY CONSTRUCTION MANAGER PRIOR TO BACKFILLING. 6. ALL GROUND COMPONENTS SHALL BE INSTALLED WITHIN THE CONFINES OF THE FENCED AREA. ANY METALLIC ITEMS WITHIN 6' OF' THE GROUND RING SHALL BE BONDED TO THE GROUND RING, GROUNDING REQUIREMENT NOT SHOWN ON PLANS ARE WAVE GUIDE HATCH COVER/PLATE, CABLE TRAYS, SUPPORTS, SERVICE PANELS, DISCONNECT SWITCHES HVAC UNITS, ETC, THESE ITEMS MUST BE GROUNDED. 7. ALL EXTERIOR EXPOSED GROUND CONDUCTORS LONGER THAN 18" SHALL BE PROTECTED AND SUPPORTED BY A 3/4" PVC SCHEDULE 80 CONDUIT SLEEVE MOUNTED WITH CLIC-STRAP SUPPORTS FROM 6" BELOW FINISHED GRADE TO 6" FROM FINAL CONNECTION. 8. ALL GROUND RODS SHALL BE DRIVEN STRAIGHT DOWN, PERPENDICULAR TO FINISHED GRADE, SUITABLE PROTECTION SHALL BE PROVIDED ON END OF RODS TO PREVENT MUSHROOMING WITH GROUND DURING INSTALLATION. 9. GROUND CONDUCTORS SHALL NOT COME IN CON -FACT WITH THE SLAB OR TOWER EXCEPT AS DESIGNATED. 0. TF-IE. ! UTILITY NEUTRAL/GROUND BOND IS TO BE MADE IN THE ME 1 ER OR MAIN DISCONNECT SWITCH, NOT IN ATS, 11. ALL EQUIPMENT SURFACES TO BE BONDED TO GROUNDING SYSTEM SHALL BE STRIPPED OF ALL PAINT AND DIRT, CONNECTIONS TO VARIOUS METALS SHALL BE A TYPE AS TO NOT CAUSE A GALVANIC OR CORROSIVE REACTION AREA SHALL BE REPAINTED FOLLOWING BONDING. 1 09 14 05 ISSUED FOR CONSTRUCTION CRW JMG EJC 0 09 06 05 ISSUED FOR CD REVIEW CRW JMG EJC NO, DATE REVISIONS BY CHK APRV SCALE: AS SHOWN DESIGNED BY: JMG DRAWN BY: CRW 2 RECEIVED SEP 2 8 Z005 (:�ITY OF FEDERAL WAY cl ear ` ' BUILDING DEPT, 4v� N< ` GENERAL NOTES JOB NUMBER SHEET NUMBER REV 181505.00_3 N01 1 L CAUTION ! CALL BEFORE YOU DIG ! BURIED UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT THE ONE - CALL UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO CONS TRUC ION 1-804-424-5555 THIS IS NOT A SITE SURVEY ALL, PROPERTY BOUNDARIES, ORIENTATION OF TRUE NORTH AND STREET HALF -WIDTHS PIAVE BEEN OBTAINED FROM EXISTING DRAWINGS AND ARE APPROXIMATE. NOTE: EXISTING ANTENNA �PLATFORM AND ANTENNAS NOT SHOWN I FOR CLARITY. LEGAL_ DESCRIPTION THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER AND THOSE PORTIONS OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER AND OF' THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER LYING WEST OF THE CENTER LINE OF INTERSTATE HIGHWAY NO. 1---5, IN SECTION 16, TOWNSHIP 21 NORTH, RANGE 4 EAST W.M., IN KING COUNTY, WASHINGTON; EXCEPT PORTIONS CONDEMNED UNDER JUDGEMENT AND DECREE OF APPROPRIATION IN KING COUNTY SUPERIOR COURT CAUSE NO. 5331 69; TOGETHER WITH EASMENT RIGHTS FOR DRAINAGE AS GRANTED BY THE STATE OF WASHINGTON UNDER KING COUNTY RECORDING NO. 6126131 ; EXCEPT THE WEST 30 FEET OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER DEEDED TO KING COUNTY FOR ROAD BY KING COUNTY RECORDING NO, 6118778; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. SITE EASMENT A PORTION OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 16, TOWNSHIP 21 NORTH, RANGE 4 EAST W.M., IN KING COUNTY, WASHIGNTON DESCRIBED AS FOLLOWS; COMMENCING AT THE NORTHWEST CORNER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 16; THENCE SO1 ° 12'46" W, ALONG THE WEST LINE OF SAID NORTHWEST QUARTER, 1000.97 FEET; THENCE S88'47' 14" E 122.49 FEET TO THE TRUE POINT OF BEGINNING; THENCE N 13`40'22"E 10,00 FEET TO REFERENCE POINT "A"; THENCE CONTINUING N13"40'22"E 50.00 FEET-, THENCE S76"21'36"E 50.00 FEET; THENCE S13'40'22"W 60.00 FEET; THENCE N76`21 '3"W 50.00 FEET TO THE TRU POINT OF BEGINNING. SITE ACCESS EASMENT A 20 FOOT WIDE STRIP OF LAND LOCATED IN THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER, AND THE SOUTHWEST I QUARTER OF THE NORTHEAST QUARTER, AND THE NORTHWEST I QUARTER OF THE SOUTHEAST QUARTER OF SECTION 16, TOWNSHIP 21 NORTH, RANGE 4 EAST W.M., IN KING COUNTY, WASHIGNTQN, WHOSE I CENTERLINE IS DESCRIBED AS FOLLOWS; ;COMMENCING AT THE NORTHWEST CORNER OF THE SOUTHEAST I QUARTER OF THE NORTHWEST QUAR TER OF SAID SECTION 1 Ei; i THENCE S88`20'08"E, ALONG FHE NORTH LINE OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER, 562.17 FEET TO THE TRUE POINT OF BEGINNING; THENCE: S33° 10'01 "W 101 .77 FEET; THENCE S21 `26'58"E 59.47 FEET; THENCE S07"59'44"E 94.46 FEET; I THENCE N51 °36'24"E 146.62 FEET; THENCE ALONG A CURVE TO THE j (RIGHT HAVING A RADIUS OF 200 FEET, THRU A CENTRAL ANGLE OF I 40019' 19", AN ARC DISTANCE OF 140.75 FEET; THENCE S88°04` 17 E 601.62 FEET; THENCE S85'47'47"E 408.53 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 75 FEET, THRU A CENTRAL ANGLE OF 102`30'312" AN ARC DISTANCE OF 134.18 FEET; THENCE S1 6°42'45"W 732.32 FEET; THENCE S01 °34'54"E 80.24 FEET; THENCE S15'52'25"W 444.91 FEET; THENCE S131158'06"W 342.75 FEET; THENCE 04`55'30"W 131.52 FEET; THENCE IS 1 5025'S4"W 418.23 FEET; THENCE S76'21'36"E 41.51 FEET TO j 1REFFERENCE POINT "A" AND THE TERMINUS OF THIS ACCESS EASEMENT. POWER/ TELCO NOTE: TT� CONTRACTOR TO FIELD VERIFY LOCATION AND AVAILABILITY OF POWER AND TELCO WITH RESPECTIVE UTILITY COMPANIES. POWER/TELCO SOURCE 1-0 ORIGINATE FROM EXISTING UTILITY POLE W/TRANSFORMER #AN3599 1 OVERALL SITE PLAN—, m wm m ■ 1 m o ■ 1 1 4720 200TH STREET SW, SUITE 200 LYNNWOOD, WA 98036 . PHONE: (425) 670-8651 KDCARCH TECTS COM Architects -Engineers, P.C. 5 ZONING NOTES 1, NO PARKING IS AFFECTED BY Ti-]IS INSTALLATION. 2. EROSION CONI-ROL TO BE MAINTAINED THROUGHOUT CONSTRUCTION PHASE. 3, EQUIPMENT CADINEIS ARE LOCKED, SELFCONTAINED AND ACCESSIBLE TO AUTHORIZED AT&T PERSONNEL ONLY. EXISTING METER ---- SERVICE (TYP. OF 2) PROPOSED CLEARWIRE 200A METER MOUNTED TO4X4POST EXISTING 6" X 8" RAILROAD TIE (TYP) EXISTING 6'-0" HIGH CHIANLINK FENCE W/BARBWIRE EXISTING 10'-0 WIDE ACCESS GATE EXISTING ACCESS GATE EXISTING CHIANLINK FENCE W/BARBWIRE EXISTING U.G. TEL CO - ROUTE (APPROXIMATE LOCATION) ! r EXISTING OVERHEAD POWER LINES (TYP) l r�'-�� f x a xr ` X Jl � ( x f EXISTING UTILITY ! POLE W/TRANSFORMER 0 (POINT OF POWER/TELCO 4 CONNECTION) r f 01, PROPOSED U.G. a POWER/TELCO ROUTE �' (APPROX. 330'-0" TO LEASE AREA) clear Wv 5508 LAKE WASHINGTON BLVD, SUITE 500 KIRKLAND, WA 98055 0 SITE NAME: SITE NUMBER: AMERICAN TOWER WA-TAC 160-A 2401 S 324TH ST. FEDERAL WAY, WA. 98003 3 1 09 14 05 ISSUED FOR CONSTRUCTION 0 09/06/05 ISSUED FOR CD REVIEW 10. DATE REVISIONS CALE: AS SHOWN DESIGNED BY: JMG T0" r°pR°p°S&DgNrCNNaSG MOBILE HOME ' EXISTING GARAGE EXISTING LANDSCAPE 1 AREA PROPOSED CLEARWIRE EQUIPMENT CABINET MOUNTED ONTO 4'-0" X 4'-0" CONCRETE PAD WITHIN 7'-0' X 7'--0" PROPOSED LEASE AREA j O a.J 0 Co Co CRW I JMG EJC 'CRW JMG EJC BY CHK APRV DRAWN BY: CRW 2 --PROPOSED CLEARWIRE 6'-0" HIGH SINGLE -POST ICEBRIDGE --PROPOSED CLEARWIRE ANTENNAS (TYP. OF 3)W/BTS EQUIPMENT MOUNTED BELOW (TYP. OF 3) 0 SECTOR A, B & C ----•EXISTII,,JG CINGUALR UTILITY RACK --PROPOSED CLEARWIRE MICROWAVE ANTENNA (TYP OF 2) MOUNTED BELOW PROPOSED BTS EQUIPEMT 0 SECTOR S&C --FUTURE CLEARWIRE (1) ANTENNA/MOIJNT & (1) BTS EQUIPMENT MOUNTED BELOW 0 SECTOR D - EXISTING CINGULAR EQUIPMENT/ICEBRIDGE —EXISTING VERIZON WIRELESS EQUIPMENT SHELTER/ICEBRIDGE -- EXISTING LANDSCAPE AREA m N 11 O 10' 2 0' 4O' 24"x36" gd-ALE!IE � "f" 11 "x17" SCALE: 1 "= 40`-t v.5 �; ;f ,n :ax .. � 8 U CIT c I e ar :, y } Y OF FEDERAL WAY <t Y BUILDING KEPT. OVERALL SITE PLAN -- JOB NUMBER SHEET NUMBER REV 181505.003 C01 1 L` C a NOTE: EXISTING ANTENNA PLATFORM I! AND ANTENNAS NOT SHOWN-� - EXISTING U,G, TELCO FOR CLARITY. ROUTE -- _ EXISTING METER SERVICE �--- T k''f�5(TYP OF 2) THIS IS NOT A SITE SURVEY x k IAA PROPERTY POUNDARiES ORIENTATION OF TRUE k i hOM RTH AND STREET HALF -WIDTHS HAVE BEEN OBTAINED A TAX PARCEL MAP AND ARE APPROXIMATE. CONDUIT NOTE: FENCE NOTE: PAINT NOTE; TO ANTENNA # I -- 85'- Ci" (DISTANCE APPROXIAMTE FROM ICEBRIDGE 1.0 ANTENNA) EXISTING 6'-0" HIGH PROPOSED CLEARWIRE ANTENNAS, CHAINLINK FENCE SHOWN BTS CABINET AND MOUNTING TO ANTENNA #2--- 85'--O"±(DISTANCE APPROXIAMTE FROM ICEBRIDGE TO ANTENNA) DASHED IN ELEVATIONS HARDWARE TO PAINTED TO MATCH FOR CLARITY I EXISTING MONOPOLE TO ANTENNA #3- 85---0"±(DISTANCE APPROXIAMTE FROM ICEBRIDGE TO ANTENNA) TO ANTENNA #4- B5'_o"±(DISTANCE` APPROXIAMTE FROM ICEBRIDGE TO ANTENNA) D PROPOSED CLEARWIRE k k --- -- -- -- - - 200A METER MOUNTED TO 4 X 4 POST k __mow �� PROPOSED CLEARWIRE EXISTING 6` 0" HIGH `` k ~x UTURE CLEARWIRE (1) EXISTING VERIZON ' U.G. POWER/TELCO x CHIANl_INK FENCE ANTENNA MOUNT & 1MONOPOLE - r W/E3AR8WIRE. (TYP.) `---k � { ) T.Q. EXISTING AMERICAN TOWER MONOPOL _ �� IRL -1 ROUTE (SEE 1/C01 ` '-- k�X BTS EQUIPMENT MOUNTED WIRELESS ANTENNAS . T.O. EXISTING VERIZON WIRELESS ANTENNA5� el FOR CONTINUATION} -- _ �-- BELOW SECTOR D 1O0'-0"± 1 EXISTING 6' X 8 k r 3 RAILROAD TIE (TYP.) I �01� Jr EXISTING CINGULAR el PROPOSED CLEARWIRE --X 6'--0" HIGH ICEBRIDGE RQPOSED CLEARWIRE `' X ANTENNAS f ANTENNAS (TYP. OF 3) ® SECTOR A, B & C C�4 f h C05 _ �� Jx PROPOSED CLEARWIRE PROPOSED CLEARWIRE 4 PROPOSED ARWIRE SECTOR C EQUIPMENT CABINET BTS EQUIPMENT(T)ANTENNA w r MOUNTED ONTO 4' (TYP. OF 3) -0" X SECTOR A. B & C C�4 T.O. EXISTING CINGULAR ANTENNAS 4'-0" CONCRETE PAD PROPOSED CLEARWIRE PROPOSED CLEARWIREWITHIN PROPOSED 0`EASE ,AREA GPS ANTENNA ® � � � ANTENNA MOUNTS r SECTOR C (TYP OF 3) ® SECTOR rl -� ��� ; C04 CQ4 C�4 A, B & C T.O. PROPOSED CLEARWIRE ANTENNAS c CO3 � � PROPOSED CLEARWIRE " \r l�iUti7 C05 CO5 �� �PROPOSED CLEARWIRE 73 --0 f j MICROWAVE ANTENNA (TYP. rF* ANTENNAS (TYP. OF 3) OF 2) MOUNTED BELOW � aD SECTOR A, 8 & C C.L. OF PROPOSED CLEARWIRE ANTENNAS ,. to r �t� `o Q PROPOSED BTS EQUIPEMT Q C04 "' -' "" SECTOR 8 & C 71 `--6"t ��,6" '' �� Q 4 PROPOSED CLEARWIRE j C.L. OF PROPOSED CLEARWIRE MICROWAVE ANTENNA U�. i C04 BTS EQUIPMENT CO2r� r >'_a" : W t C04 (TYP. OF 3) ® I ..�.- ._ — 6g'-6"f LEASE' aR �� —EXISTING CINGULAR SECTOR A, B & C ;' 4 �a EQUIPMENT%ICEBR!DGE I FUTURE (1) EXISTING CINGULAR ANTENNA/MOUNTR& (1) BTS I PROPOSED CLEARWIRE 22'_0� UTILITY RACK � r_C� SERVICE 200A PANEL EQUIPMENT MOUNTED BELOW ( ! MOUNTED TO UNISTRUT ® SECTOR D ;I A �01SUPPORT RACK I II 1 PROPOSED CLEARWIRE---- -�` rr� MICROWAVE ANTENNA (TYP. 1 �O4OF 2) MOUNTED BELOW I PROPOSED BTS EQUIPEMT 0 I ► SECTOR B & C ;I \ PROPOSED CLEARWIRE--- I r- (2) 2" DIA. FLEX CONDUIT I EXISTING VERIZON `• -� WITHIN EXISITNG �..s� MONQPOLE(APPROX. 71 a WIRELESS ICEBRIDGE 1 `��C'JO \ VERTICAL FEET) oIr7�0�'�.B'• ��; EXISTING 1 oo'-o' HIGH ----\ B AMFERICAN TOWER �\ I �• •� MONOPOLE I G'��•0� _� EXISTING VERIZON �j�C.p� 2Dc WIRELESS EQUIPMENT PROPOSED CLEARWIRE SHELTER ,, i 200A METER MOUNTED TO 4 X 4 POST PROPOSED CLEARWIRE I 6'-0" HIGH ICEBRIDGE I PROPOSED CLEARWIRE I EQUIPMENT CABINET MOUNTED I � �-� F�� � EXISTING SERVICE ONTPAOOW WITHIN 7--p'-X,•7COO�CRETE - _ EXISTING VERIZON METER (TYP. OF 2) WIRELESS EQUIPMENT PROPOSED LEASE AREA I SHELTER N EXISTING 6'-0" HIGH PROPOSED CLEARWIRE -- CHAINLINK FENCE SERVICE 200A PANEL ;--` 1 W/BARBWIRE(TYP.) MOUNTED TO UNISTRUT ' I SUPPORT RACKLul ----- EXISTING i 0'-0 WIDE ACCESS GATE _ tII GRADE o (/ � O -O (AMSL 423 x s 2' 4' 8' 24"x36" SCALE: 1I4"�1'-a° 4' B' 1 B' 24"X36" SCALE: 1/8"=,'-0" A -X, �" scALE: „�-1'-aM 2 WEST E EVATION ,,�X,�"SCALE: ,/,s"-,'-anENLARGED SITE PLAN_ s ;�. ;;r:x� R ANT1/ER C e a r vv SITE NAME: AME IC Q yF2 200TH STREET SW SUITE 200 c e a r � ..i� � �YNNWOOD, WA 98036' �'�". SITE NUMBER: WA -TACT fi0-A 1 a9/14/05 ISSUED FOR CONSTRUCTION CRW JMG EJC CITY OF FEDERAL WAY PHONE: (a25) s70-8s5� 5508 CAKE WASHINGTON BLVD. 24Q i S 324TH ST. ENLARGED SITE PLAN & SITE ELE1�A`%�&DEPr. ■ FAX: (425) 712-0846 SUITE 500 FEDERAL WAY, WA. 98003 a as 06/05 ISSUED FOR CD REVIEW CRw JMc EJc JOB NUMBER SHEET NUMBER R ■ I KDCARCHITECTS.COM KIRKLAND, WA 98055CL S G zf�o u:: N0. DATE REVISIONS BY CHK APRV REV SCALE: AS SHOWN DESIGNED BY: JMG DRAWN BY: CR'N 181 S01,5.003 CO2 Architects -Engineers, P.C. 1 5 4 3 2 CAUTION I CALL BEFORE YOU DIG I � BURIES) UTILITIES EXIST IN THE. AREA AND UTILITY INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT THE. ONE -- CALL UTILITY LOCATE SERVICE A MINIMUM OF 4-8 HOURS PRIOR TO CONSTRUCTION�� 1-800-424-5555 I 3 SITE SUPPORT CABINET SITE SUPPORT CABINET 7'-0" LEASE AREA 1'-O" 4'-0" CONCRETE PAD 2'-0" 2'-1 " SITE SUPPORT CABINET CONCRETE PAD W/ Q0 1" CHAMFER EDGE r I I GENERATOR RECEPTACLE `, t 2" DIA SCH. 40 PVC POWER Q TELCO BOX CONDUIT v = •- o U E E �- 4 4 N TELCO BOX TELCO BOX E , E i Z F-- Cif � _.T t,.. .., 4'-Q11 X 4'-0" >I - ' HVAC U , z 2" DIA SCH. 40 PVC TELCO CONDUIT, CONCRETE PAD € i I O o . o = �.....-..__. 1" CHAMFER (TYP) ' GRADE GRADE ___---L;- °Q I I I I I f 00 f I I f POWER RECEPTACLE vL___.—_...--_---_.—i.�l.__ I---J L_____........,.....___......._.___1..�._.....J II I I I I ll � L ' i -LI1 L 1 # TELCO TO SERVICE .` CONNECTION CABINET MOUNTING E POWER TO PANEL s FLANGE WITHIN CABINET E CONNECTION ® RACK ANCHOR CABINET TO YA 5 CONCRETE PAD PER CABINET MANUFACTURER'S RECOMMENDATIONS (OR DETAIL 2 BELOW) 1 EQUIPMENT LAYOUT " 2 SITE SUPPORT CABINET ELEVATION ;; X;;"SCALE: "=i'=��� 3 SITE SUPPORT CABINET ELEVATION 24"x36" SCALE: 1 "-1'-0" " " ._ 1'x17"sCALE „„_1 1, 11 x17 SCALE: 1i2 -1 0 SITE SUPPORT CABINET SITE SUPPORT CABINET _ ov BINET MOUNTING FLANGE 9/16" HOLE FOR 1/2" HVAC UNIT HVAC UNIT EXPANSION ANCHORS c3 i MIN. 3" EMBED / (TYP. OF 4 PLACES GENERATOR 4'-0" X 4'--0" ( WITHIN CABINET) RECEPTACLE CONCRETE PAD ' U- I CLEARWIRE SITE SUPPORT CABINET iti i _- _=" = Ld i� �-- TELCO BOX ' I cv � �t in I 4'-0" X 4'-0" cv CONCRETE PAD 4'-0" X 4'-0" CONCRETE PAD 1" CHAMFER (TYP.) 00 - ---: 1-1 4" MIN ( -YP.) GRADE GRADE J t I I t C3L___LL....,.._._..--._....._....--......,...—J J t I I f L_--LL_----.........—...,.------J a N 4 SITE SUPPORT CABINET ELEVATION 11"x17"SCALE gin 5 SITE SUPPORT CABINET ELEVATION 2j„x17�sca 6 CABINET MOUNTING DETAIL 24�x36�sCALE: N.T.S. 1,2"=1 1/2"=1'-0" 11 x17 SCALE: N.T.S. ....� .. sf clear :'-� �� :..1, SITE NAME: AMER BAN TOWER clear oo�4720 200TH STREET SW, SUITE 200 �� ■ SITE NUMBER: WA-TACI6C�-A , os 14/a ISSUED FOR CONSTRUCTION<Or cRw JMc EJc T {; Imo p,. � ... ' LYNNWOOD, WA 98036 PHONE: (425) 670-865'1 5508 LAKE WASHINGTON BLVD, 2401 S 324TH ST. EQUIPMENT DETAILS 0 09 fl6/05 ISSUED FOR CD REVIEW CRW JMG EJc jj ■ ■ FAX: (425) 7'12-0846 SUITE 500 FEDERAL WAY WA. 98003 ` 1 KDCARCHITECTS.COM KIRKLAND, WA 98055 NO, I DATE REVISIONS BY CHK APRV JOB NUMBER SHEET NUMBER REV Architects » Engineers, P.C. SCALE: AS SHOWN DESIGNED BY: JMG DRAWN BY: 3-Rw 18 1505.003 CO3 1 I_J Lo i• V 6 1 5 1 4 t 3 1 2 1 1 6.12" 5.5" 4.5" 0 MANUFACTURER: T.B.D. PART # T.B.D. I Ln DIAMETER: 12" DEPTH- T. B . D . OFFSET: T.B.D. � MANUFACTURER: DORADUS WEIGHT: T.g.D. PART # 26 SD98 �- LENGTH: 35.8 _.. _ DEPTH: 4.5" WEIGHT: 5.5 LBS MANUFACTURER: T R I M B L E �-- - ---- _ __._—�_ __ ui PART # ACUTIME 2000 LENGTH: 5" WIDTH: 6.12" WEIGHT: 12,8 OZ _ 00 1 27SPECIFICATION �4x36" SCALE: N.T.24"x36" SCALE: N.T.SPS SPECIFICATION 11"x1" SCALE: N.T.S.2IMICROWAVE S 3 ANTENNA SPECIFICATION x: .. 1 11 "x17" SCALE: N.T.S z GPS ANTENNA ATTACHED 2 --3/8" DIA. TO A 2" STD. PIPE. o MOUNTING PIPE MOUNT TO ANTENNA U MOUNTING PIPE 5" 1i" T ANTENNA MOUNTING i 2--3/8" D!A. 66" HIGH - HARDWARE BY ANTENNA MOUNTING PIPE MONOPOLE UNIVERSAL MANUFACTURER p DEL MICROFLECT PART #B14i8 URIC—RM-3060-4NG MOUNT 0OR E-QUAL --! (TYP OF 4) (TYP. OF 2) I ANTENNA NOTECONNECTIONS TO BE i WEATHERPROOF PER ��--- € MANUFACTURES SPECIFICATIONS -- COAX JUMPER FROM I e ANTENNA TO BTS 0 MAN UFAC T URER: N!-7CTNET I PART #t BTS---2500 I LENGTH: 19.3" ;� 15 WIDTH: 1 1.3" I DEPTH: 5. 1 WEIGHT: 35 LBS BTS I o � ! E ETHERNET CABLE I �y J FROM BTS TO f GROUND CABINET € MICROWAVE DISH 0 �J- I MICROWAVE MOUNTING 3 HARDWARE BY DISH w MANUFACTURER 4 BTS SPECIFICATION 24"x36" SCALE: N.T.S. A NTENNA MOUNTING DETAIL 24"x36" SCALE: N.T.S. 6 ANTENNA MOUNT MONOPOLE 24"x36" SCALE: N.T.S. A I 1 "x17" SCALE: N.T.S. 11 "x17" SCALE: N.T.S. 11 "x17" SCALE; clear :.: u :ye SITE NAME: AMERICAN TOWER clear �� � n ��� f�� � v k 4720 200TH STREET SW, SUITE 200 ��5. ��:" r< ■ LYNNWOOa WA 98036 SITE NUMBER: WA -TACK �fl-A LA 6 Y UF FEDERAL WAy CLSGrouPHONE: (425) 670-8651 5508 LAKE WASHINGTON BLVD. 2401 S 324TN ST. 1 09/14/05 ISSUED FOR CONSTRUCTION CRW JMG EJC ANTENNA DETAILS BUILDING DEPT, r FAX: (425) 712-0846 SUITE 500 0 09 Ofi o5 ISSUED FOR CD REVIEW CRW JMG EJC S ! K©CARCHiTECTS.COM FEDERAL WAY, WA. 98003 KIRKLAND, WA 98055 NO. DATE REVISIONS BY CHK APRV JOB NUMBER SHEET NUMBER REV 'wC Archftcts -Engineers, P.C. SCALE: AS SHOWN DESIGNED BY: JMG DRAWN BY: CRird 1 a 150- , 00 COO. ' 6 5 4 3 2 1 CUT POST" LENGTH TO SUIT BY 4'_0" REMOVING UNCAPPED ENO NOTES: 1. WHEN USING COMPONENTS AS SHOWN IN STANDARD 12" WIDE ICE BRIDGE DETAILS, MAXIMUM ALLOWABLE SPAN BETWEEN CUT ICE BRIDGE CHANNEL SUPPORTS ON A CONTINUOUS SINGLE SECTION OF LENGTH TO SUIT (SEE NOTES) BRIDGE CHANNEL SHALL BE 9 FEE-!- FOR 10 FEET BRIDGE CHANNEL. O i ' 2. WHEN USING COMPONENTS FOR SPLICING BRIDGE CHANNEL SECTIONS, THE SPLICE SHOULD BE PROVIDED AT THE SUPPORT, IF POSSIBLE, OR AT A a TRAPEZE KIT MAXIMUM OF 2 FEET FROM TIIk: SUPP012T'. (2) TRAPEZE KITS ARE `r z INCLUDED WITH ICE BRIDGE. ?. WHEN USING COMPONENTS, SUPPORT SHOULD BE g ORDER ADDITIONAL TRAPEZE PROVIDED AS CLOSE AS POSSIBLE 10 THE ENDS OF' KITS AS REQUIRED, TO ICE BRIDGES, WITH A MAXIMUM CAN-lLEVER DISTANCE MAINTAIN MAXIMUM CABLE SPAN OF 2 FEET FROM THE SUPPORT TO THE FREE END OF 3'-0" (TYP) OF THE ICE BRIDGE. I 4- CUT BRIDGE CHANNEL SECTIONS SHALL HAVE RAW 3: EDGES TREATED WITH A MATERIAL TO RESTORE THESE I D, ANTENNA CABLES EDGES TO THE ORIGINAL CHANNEL, OR EQUIVALENT, PLAN VIE ARRANGEMENTFINISH. BY CONTRACTOR FINAL GRADE i CHAMFER 5, ICE BRIDGES MAY BE CONSTRUCTED WITH SLOPE AWAY (TYP) -- COMPONENTS FROM OTHER MANUFACTURERS, FROM - - "` •°'tr PROVIDED THE MANUFACTURER'S INSTALLATION CONCRETE o GUIDELINES ARE FOLLOWED. � 11 CONCRETE PIER G. DEVIATIONS FROM STANDARDS FOR COMPONENT INSTALLATIONS ARE PERMITTED WITH THE RESPECTIVE a MANUFACTURER'S APPROVAL. COMPACTED CRUSHED STONE OR GRAVEL - - 7. DEVIATIONS FROM ICE BRIDGE FOUNDATIONS REQUIRE EXCAVATE AS REQUIRED TO (OPTIONAL, THICKNESS #4@ 12" 0.C-.3 REMOVE VEGETATION & TOPSOIL, AS REQ'D) EA. WAY Q ENGINEERING APPROVAL. 12 EXPOSE UNDISTURBED NATURAL OF SLAB SUBGRADE & PLACE CRUSHED ELEVATION VIEW STONE AS REQUIRED NOTES: 1, FOR CONCRETE NOTES SEE DETAIL 9/A-5 2. GRAVEL SHALL. BE NATURAL OR CRUSHED STONE: WITH * INSTALL DRIP LOOP ON 100 PERCENT PASSING 1 INCH SIEVE, ANTENNA CABLES AT BOTTOM OF TOWER/MONOPOLE. BENDING RADIUS PER MANUFACTURER'S STANDARDS 1 CONCRETE PAD SPECIFICATION 24"x3fi" SCALE: N.T.S. 2 SINGLE -POST ICEBRIDGE �4"x36" SCALE: N,T.S. 3 NOT USED 24"x36" SCALE: N.T.S. "x17" "x17" N.T.S. "x17" 11 SCALE: N.T.S. 11 SCALE: 11 SCALE: N.T.S. - — SITE WORK: CONCRETE CONSTRUQTION: 1. ALL SITE WORK SHALL. BE AS INDICATED ON THE DRAWINGS AND STIPULATED IN THE SPECIFICATION PROJECT SUMMARY, 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH A.C_I. 301, A.C.I. 318 AND 2. RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SPECIFICATION CAST -IN -PLACE CONCRETE. THE SITE AND DISPOSED OF LEGALLY. 2, UNLESS NOTED OTHERWISE, ALL CAST--IN--PLACE CONCRETE SHALL BE NORMAL WEIGHT, 3. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE PCIS AIR -ENTRAINED CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 2500 EQUIPMENT, TO',"dER AREAS, AND AD iACENT BUILDINGS. POUNDS PER SQUARE INCH AT 28 DAYS. TYPE V PORTI_AND CEMENT 4. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZENWILL BE USED WITH A MAXIMUM AGGREGATE SIZE OF 3/4" AND 6� i AIR MATERIALS. SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. ENTRAINMENT. ALL CONCRETE WILL HAVE A MAXIMUM WATER/CEMENT (W/C) RATIO OF 148. 5. Tf-IC' SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO 3. ALL CONCRETE FLATWORK SHALL HAVE A STIFF BROOM FINISH AND HAVE A SLOPE OF THE CRUSHED STONE APPLICATION. 1 /8" PER FOOT UNLESS NOTED OTHERWISE. 6. THE AREAS OF THE CUSTOMER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY 4. REINFORCING BARS SHALL BE NEW BILLET STEEL CONFORMING TO A.S.T.M. A615, THE BUILDING, DRIVEWAY OR CRUSHED STONE, SHALL BE GRADED TO A UNIFORM SLOPE, GRADE 60, DEFORMED. FERTILIZED, SEEDED, AND COVERED WITH MULCH AS SPECIFIED IN THE SPECIFICATION 5, DETAIL, FABRICATE AND ERECT REINFORCEMENT BARS, INCLUDING CAR SUPPORTS, LANDSCAPE WORK. SPACERS, ETC. IN ACCORDANCE WITH "DETAILING OF CONCRETE REINFORCEMENT" (A.C.I. 315-80, REV. 1986). ION; SUBMA E AND BASE PREPARATION 6. UNLESS OTHERWISE NOTED, ALL LAP SPLICES SMALL BE CLASS B CONFORMING TO ACI 318-95. 1. FOR SLAB -ON -GRADE CONSTRUCTION IT WILL BE NECESSARY TO OVEREXCAVATE THE SITE 7. A CHAMFER OF 1" SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE IN BY 2'-0" .AND IMPORT AN APPROVED GRANULAR FILL. THE FILL SHOULD BE COMPACTED TO AT ACCORDANCE WITH A.C.I. 301 SECTION 4.2.4 UNLESS OTHERWISE NOTED. LEAST 9 5% OF THE MAXIMUM DRY UNIT WEIGHT WITH A MOISTURE CONTENT WITHIN 2% 8. CONCRETE WORK SHALL BE COORDINATED WITH THE MECHANICAL, EQUIPMENT, OF THE OPTIMUM MOISTURE CONTENT AS DETERMINED BY THE MODIFIED PROCTOR TEST AND ELECTRICAL WORK TO ASSURE THAT ALL AFFECTED PIPES, CONDUITS (ASTM D--- 1557). COMPACTION REQUIREMENTS ALSO APPLY TO BACKFILL FOR UTILITY TRENCHES INSERTS, ETC. ARE IN PLACE AND VERIFIED BEFORE PLACING CONCRETE. AND FOUNDATION EXCAVATIONS WITHIN STRUCTURES, DRIVEWAYS, OR PARKING LOT AREAS. 9, CONCRETE COVER FOR REINFORCING BARS SHALL CONFORM TO THE FOLLOWING UNLESS INDICATED OTHERWISE ON THE DRAWINGS: 2, COMPACTION SHOULD BE ACCOMPLISHED BY PLACING THE FILL IN SUCCESSIVE, HORIZONTAL, -CONCRETE EXPOSED TO WEATHER OR IN APPROXIMATELY SIX- TO EIGHT -INCH LOOSE LIFTS AND MECHANICALLY COMPACTING CONTACT WITH GROUND --- 2 INCHES EACH LIFT TO AT LEAST THE SPECIFIED MINIMUM DRY DENSITY. -CONCRETE CAST AGAINST EARTH-- 3 INCHES 3. ANY ORGANIC MATERIAL, DELETERIOUS MATERIAL, OR DISTURBED SOIL SHOULD BE REMOVED 1 O COORDINATE LOCATION OF STEEL ANCHOR BOLTS WITH STEEL FABRICATOR PRIOR TO FROM FLATWORK AREAS. INSTALLATION IN FIELD. 4. THE GROUND SURFACE SURROUNDING PROPOSED STRUCTURES SHOULD BE SLOPED TO DRAIN 11.CONTRACTOR SHALL PROVIDE SLEEVES FOR ALL WALL/SLAB PENETRATIONS (PIPING, AWAY IN ALL DIRECTIONS. CONDUIT, ETC.) 5. FOR MORE DETAILED GEOTECHNICAL RECOMMENDATIONS, SEE THE SITE SPECIFIC GEOTECHNICAL INVESTIGATION REPORT. 4NOT11 ����24"x36" SCALE: N.T.S. 6 CONCRETE NOTES 24"x36" SCALE: N.T.S. 6 CIVIL NOTES 24"x36"SCALE: N.T.S. "x17" "x17" N.T.S. - SCALE: N.T.S. 11 SCALE: 11"x17" SCALE: , _._ N.T.S. .... I. c/ w SITE NAME: AMERICAN TOWER l S � ``✓ clear �� � � �;�Y. „t, ��r 2;� ,4720 200TH STREET SW, SUITE 200 %ar -....v` SITE NUMBER: WA-TAC160-A Y��:r��v,�I�I�jL},'s 1 09 14 05 ISSUED FOR CONSTRUCTION CRW JMG EJC CLSGro LYNNWOOD, WA 9 ®o■ 1 I PHONE: (425) 670-8651 5508 LAKE WASHINCTQN BLVD. 2401 S 324TH ST.FAX: DETAILSBUILDINGING i� DEPT. U 0 09 Os 05 ISSUED FOR CD REVIEW CRW JMG EJC p (425) 712-0846 No I I SUITE 500 FEDERAL WAY, WA. 98003 REVISIONS BY I CHK APRV J08 NU3uiBER KDCARCHITECTS.COM KIRKLAND, WA 98055 N0. DATE SHEET NUMBER REV SCALE: AS SHOWN DESIGNED BY: JMG DRAWN BY: CRW 18 1 u05.00_31 C05 1 KDCArchitects -Engineers, P.C. 6 I 5 I 4 t 3 NOTES: 1. SERVICE POWER TO EQUIPMENT CABINET SHALL BE 120/240VAC, 40A SINGLE PHASE. 2. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY BEFORE THE START OF CONSTRUCTION. POWER AND TEST WELL (6" OR 8" PVC) TELEPHONE CONDUIT SHALL BE PROVIDED AND INSTALLED PER UTILITY REQUIREMENTS AND UTILITY. TEST LOOP 12" MAX. WITH HAND REMOVABLE BELOW GRADE COVER 3. ALL SERVICE EQUIPMENT AND INSTALLATIONS SHALL COMPLY WITH THE N.E.C. AND UTILITY COMPANY AND LOCAL CODE REQUIREMENTS. 4. LOSS OF POWER RELAYS (LPRs) WILL MONITOR UTILITY POWER, GENERATOR 1 POWER & GENERATOR 2 POWER. FINISHED GRADE FINISHED GRADE, AC PAVING MATCH SLOPE AND LPRs SHALL BE LOCATED WITHIN NEMA 3R JUNCTION BOX. LPRs SHOULD BE FUSED TO ELIMINATE THE RISK OF A LPR FAULT/FAILURE CAUSING THE MAIN POWER FUSES TO TRIP. _� �� 1 i / '? I BEDDING SANDN6 -_.._ THICKNESS 0 EXISTING CONDITIONS o ��a c7 d d f 1 -UNDISTURBED ..,. u,p...... — UGP-- -- um / y r• --• -- U GT — -- ,- UGTPIGTAIL \cam[ AL GROUNDT RING) ®02ER - PLACES TYP.}, FIELD � ( i VERIFY EXACT TOWER �G - ,�-W -- -- __�_ J_�_�_ _6_ G- .- G �; I � I I ------I I �-� I (—III_..._ -- f I . I i 1 --_III Z {E) COMPOUND GRAVEL COMPACTED SOIL 10 MIN - _ MOD1I-iE;� MAX DENSITY II -II -4= _ i ; I�' ,� PER ASTM D15- METHOD I #= — = I l II?= D GROUND RING LOCATION �. � 1 5/8"oX1o,--0" ` GROUND ROD EOj_ 1 (TYP.) ri \ _ PIGTAIL FROM GROUND �- BAR IN TELCO BOX. PIGTAIL FROM GROUND COMPACTED FILL I._=i i 0 Q -_I 3 UTILITY WARNING TAPE III-_�lII = - =' `�' - I Ii-'-1I!_-, I III_ 1� E GROUND RING. USE I - BAR IN TELCO BOX TO MECHANIC CONNECTION I r------------ /--� � � GROUND RING _ tea- _G_ __-.._ -_c._ _. _ _ _�— G_ _ _�- _ _-G— I� I -III I- III _I j=Ili-"�-1► � ll- ; I _ ' TELEPHONE f , I GROUND CONDUCTOR I € I I f ' G O *POWER CONDUIT WHERE CONDUITS WHERE ON€OU E_ E E #2 SOLID TINNED BARE APPLICABLE �6" MIN. APPLICABLE COORDINATE I f ( COPPER COORDINATE SIZE'- SIZE AND TYPE. WITH MECHANICAL CONNECTION u i AND TYPE WITH LOCAL UTILITY FROM BREAKER BOX TO I f 3 I CLEARWIRE GROUND THE TELCO BOX AND TO I ; ; �, RING TO BE CONNECTED THE GB IN TELCO BOX. I ; ; I TO (E) TOWER GROUND LOCAL UTILITY ,- USE #2 TINNED COPPER (}-_ ' ' RING IN LIQUIDTITE CONDUIT I 5/8"0 BY 10'-0" LONG * SEPARATION DIMENSION TO BE VERIFIED I I GROUNDING ROD AT WITH LOCAL UTILITY COMPANY j I 10' O.C. REQUIREMENTS LEGENDS: I r I I INTERNAL SITE SUPPORT ; I` GROUND ROD CABINET (SSC) GROUND ® TEST WELL BAR 2 GROUND TEST MECHANICAL CONNECTION WELL. SEE NOTES (DOUBLE HOLE LUG) cADwELO CONNECTION _______G______ GROUNDING CONDUIT TEST WELL AND GROUND RING DETAILS CONDUIT TRENCH DETAIL SCALE: N.T.S. SCALE: N.T.S. 1 E QUIPMENT GROUNDING PLAN 24"x36" SALE: N.T.S. T E S T WELL AND GROUND RING DETAILS 24"x36" SCALE: N.T.S. 3ICONDUIT TRENCH DETAIL 24"x36" SCALE: N.T.S. 11 "x 17" SCALE: N.T.S. 11'x17" SCALE: N.T.S. 11 "x17" SCALE: N.T.S. 4 X 4 POST (6' HIGH) (TYP.) UNISTRUT PIPE/CONDUIT CLAMP P 1 1 19 OR P2558-35 (GALV.) (TYPICAL) FOLLOW MANUF, RECOMMENDATIONS FOR DOLT TORQUEELECTRIC SERVICE BY UTILITY COMPANY GRADE 3 1 /2 Q.D. 200A METER­,,�"o POST c 2" SCHEDULE 40 PVC 3#3/OTHHNCU z_ — —-- kWH 2O0A METER BASE (UTILITY COMPANY METER) 3'-0" MAX. 200A PANEL -'- CADWELD PIPE CAP (TYP) 2 AWG TO 5/8"o X i 0` GROUND ROD _� _. _.._ -��, z�- _...- ELECTRICAL SERVICE GROUND) r \ Ow 2 CONDUIT - 3 #3/0 THHN CU + #6 GRND I I • 200A EMERGENCY GENERATOR RECEPTACLE DING GROUND u #2 AWG BCW o o U- - <_ ------_ 2" CONDUIT - 3 #3/0 THHN CU + #6 GRND _-- Spllli, TINNED to 3#3/0 & #2 GIRD r ___ _-_ � r 200A WALKING BEAM INTERLOCK BREAKERS �`' IN 2" SCH. 40 PVC CONDUIT GALV. UNISTRUT I 1-#4 GND i i (DOUBLE THROW TRANSFER SWITCH) � 200A 120/240V, 1-PHASE, 3W DISTRIBUTION PANEL W/ -GROUND ROD z P 1001 (TYP) U = INTEGRATED MANUAL TRANSFER SWITCH AND A/C POWER COPPER CLAD OR I INISHED GRAD i TVSS (ADD 24 CIRCUIT CAPACITY) STAINLESS STEEL I 4, LONG FINISHED GRADE _ I j,• s.�-- 2'. CONDUIT - 3 #3/0 THHN CU + j6 GRND o �: • I'.I' 18" 0PLAIN (3# 8# 1 # 10G) 3/4"C u-) PSI} PIER {2500R CABINET `� .0. mot' c O PANEL PROVIDED WITH EQUIPMENT I 12" DIA. CONCRETE :-- PIER MIN. 4'-0" DEEP 12" 4 SINGLE LINE DIAGRAM N.T.S. 5IGROUNDING ROD DETAIL 11 V ELECTRIC METER AND PANEL DETAILS 17* SCALE: "xi N.T.S. 1; *xl 7" SCALE: N.T.S. 11"x 7" SCALE: •••• m ■ 8 iFr Y X V y zf. Cear SITE NAME: AMERICAN TOWER ?: .. R clear X^= �, " i I 4720 200TH STREET SW, SUITE 200 SITE NUMBER." WA TAC 160"' A t 09/t4 O5 ISSUED FOR CONSTRUCTION CRW JMG EJC �f i CL r o � LYNNWOOD, WA 98036 PHONE: (425 fi70-8651 ) FAX: (425) 712-�0846 5508 LAKE WASHINGTON BLVD. SUITE 500 2401 S 324TH ST. FEDERAL WAY, WA. 98003 ELECTRICAUGROUNDING PLAN & L��E'TAIL�00, crrY np 0 os/os/o� IssuEa FOR co REVIEW cRw JMc EJC JOB NUMBER SHEET NUMBtRILDIN R2 ■. I KDCARCHITECTS.COM KIRKLAND, WA 98055 NO. DATE REVISIONS BY CHK APRV ff�� Architects - Engineers, P.C. SCALE: AS SHOWN DESIGNED BY: JMG DRAWN BY: CRW 1 a D5.00 3 E01 1 Wo C 6 � 5