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05-105540 (2).. . .... .... .. W,A A Z MIZ.- I Ml,�f 00 �nlva cs 0 riil . V: 04 a M M5, MM D , ww MF ON1111 Site Number: WA-TAC160_A Site Na e: AMERICAN TOWER D , --ICIN'TY MAP PROJECTION INFORMATION SCOPE OF WORK: SHEE_T I AN UNMANED TELECOMMUNICATION FACILITY CONSISTING OF (3) SECTORS, T CONTENTS REV -6 (1) ANTENNA PER SECTOR, (1) FUTURE ANTENNA AT FUTURE SECTOR, C irror —0" HIGH (4) ANTENNAS TOTAL MOUNTED ON AN EXISTING 100' 4tw 0 MONOPOLE AND CLEARWIRE EQUIPMENT CABINET MOUNTED ONTO 4'-0" X =:S:z3Vj TAC160 -TO 1 TITLE SHEET 4'-0" CONCRETE PAD WITHIN PROPOSED 7'-0" X 7'-0" LEASE AREA 0 TAC160-N01 GENERAL NOTES 0 SITE ADDRESS: 2401 S 324TH ST. -CO1 OVERALL SITE PLAN L N' TAC 160 •FEDERAL WAY, WA. 98003 C­n ENLARGED SITE PLAN & SITE ELEVATION 0 TAC160 -0O2 F, 0 5 TAILS TAC 160 -0O3 EQUIPMENT DE TOWER OWNER: AMERICAN TOWER 0 -004 ANTENNA DETAILS 116 HUNTINGTON AVE 11TH FLOOR TAC1 60 1. J BOSTON, MA. 02116 DETAILS 0 -005 TAC 160 PH: 617-375-7500 fej 143 ELECTRICAL, GROUNDING PLAN &-DETAILS 0 -'5; 1 TAC 160 -E01 N1% SITE' NAME: CEEJAY NO: 82935 APPLICANT: CLEARWIRE LLC PROJECT SITE La PROPRIETARY NOTE: JURISDICTION: F 2/_: EDERAL WAY is� L CURRENT ZONE: RM3600 CURRENT USE: TELECOMMUNICATIONS FACILITY THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY BY NATURE, ANY USE OR L DISCLOSURE OTHER THAN THAT WHICH RELATES TO CLEARWIRE SERVICE IS STRICTLY PROHIBITED. PROPOSED USE: TELECOMMUNICATIONS FACILITY it L j�! PROPERTY OWNER: AMERICAN TOWER 'CORP. SYMBOLS & ABBREVIATIONS UTILITY CONTACTS PARCEL #: 162104-9037 B rdz _j (N) NEW POWER COMPANY (E) EXISTING PSE DRIVING DIRECTIONS: SITE QUALIFICATION PARTICIPANTS CENTER LINE PH: 425-4512-123/4 PROPERTY LINE DEPARTING FROM CLEARWIRE OFFICE IN NAVE COMPANY NUMBER X FENCE LINE TELEPHONE COMPANY Bear LEFT (South —East) onto No,-thup Way 0.3 mi —G— GROUND WIRE Turn RIGHT (South) onto 108th Ave NE 0-1 mi A/E ERIC CAMP KDC ARCHITECTS, ENGINEERS, P.C. (425) 670-8651 QWEST Take Romp (RIGHT) onto SR-520 0.6 mi -WA-520 Redmond SAC NICHOLAS SAU%CEDO CLS GROUP (817) 729— 7006 OH OVERHEAD POWER PH: 800-526-3557 Turn RIGHT onto Romp 0.2 mi 1-405 / 1-90 / Everett / Renton 0H OVERHEAD TELCO Take Ramp (RIGHT) onto 1-405 14.8 ml 1-405 / Renton Road name changes to SR-518 0.1 rn i CONSTRUCTION LARRY OTTERS EIN CLS GROUP (307) 760-6346 E UNDERGROUND POWER CONDUIT Take Ramp (RIGHT) onto I-5 10.7 mi 1-5 / Portland LANLORD GEORGE GLINATSIS AMERICAN TOWER CORP, (I3013j)-885-0501 T UNDERGROUND TELCO CONDUIT At all new services & grounding trenches, At exit 143, turn RIGHT onto Romp 0.3 rnj S. 320th St. Federal Way provive to WARNING" tape at 12 below grade. Turn RIGHT (West) onto S 320th St 0.9 rn I IL (206) 3,34-41 16 z E— T UNDERGROUND POWER TELCO CONDUIT Turn LE -FT (South) onto 11th PI S 0.3 mi PERMITTING TODD WAJON CLS GROUP f Arrive S 324th St, Federal Way, WA 98003 T>11 "CALL BEFORE YOU DIG SITE GIPS COORDINATES: 1-800-424-5555 LATITUDE (NAD 813). N 47,30523' RECEIVED UTILITY NOTIFICATION CENTER OF WASHINGTON STATE LONGITUDE (NAD 83): W —122,30234* OCT 2 7 2005 CITY OF A FEDI�RAL WAY ELEVATION: 423'(±) AMSS'� BUILDING ING DEPT ) SITE NAME: AMERICAN TOWER clear W 4720 200TH STREET SW, SUITE 200 mom I I LYNNWOOD, WA 98036 SITE NUMBER: WA-TAC160-A clear 1 PHONE: (425) 670-8651 5508 LAKE WASHINGTON BLVD. 09/14/05 ISSUED FOR CONSTRUCTION CRW JMG EJC2401 S 324TH ST. TITLE SHEET ■0 09Z06/05 ISSUED FOR CD REVIEW CRW JMG EJC CLSUY FAX: (425) 712-0846 SUITE 500 FEDERAL WAY, WA. 98003 KDCARCHITECTS.COM KIRKLAND, WA 98055 NO. DATE REVISIONS BY JOB NUMBER SHEET NUMBER REV KmArchitects- Engineers, P.C. SCALE: AS SHOWN DESIGNED BY: JMG DRAWN BY: CRW 181505.003 T01 6 5 4 3 2 1 1 GENERAL NO-FES 1. ALL CONSTRUCTION AND MATERIALS SHALL_ COMPLY WITH THE "INTERNATIONAL BUILDING CODE 2003" AND SHALL MEET OR EXCEED THE RICER OF APPLICABLE COUNTY CODES AND REGULATIONS, LATEST 2. ANTENNAS, CABINETS AND COAXIAL CABLE SHALL BE PROVIDED AVOID DELAYS. CLIENT CONTRACTOR SHALL COORDINATE SCHEDULE OF DELIVERY TO 3. DAMAGE TO ALL UTILITIES, LAND, DRIVEWAY AREAS AND PROPERTY ORIGINAL FOTERS, DISTURBED DURING CONSTRUCTION, SHALL BE RETURNED TO THECONDITION AT THE COMPLETION OF WO 4. CONTRACTOR SHALL COORDINATE WITH THE LOCAL POWER TANDHE STELEPHONE OF UTILITIES AND THE CONSTRUCTION MANAGER TO CONFIRM SERVICE, PRIOR TO INSTALLATION OF 5. EXISTING VEGETATION AND ORGANIC MATERIALS SHALL BE REMOVED FROM SO LTHE CONCRETE PAD AREA, FILL SITE TO DESIGN ELEVATION W CL THAN 95�SANDY THE COMPACT UNDER CONCRETE PAD TOOBINFOR SOIL IN ACCORDANCE WITH OF MODIFIED PROCTOR MAXIMUM DRY DENSITY 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 W ODRKFMIA�N-LIKE MANNER, SUBJECT TO INSPECTION DURING THE CONSTRUCTION APPROVAL BY THE CONSTRUCTION MANAGER. 8. ANY SUBSTITUTIONS OF MATERIALS, EQUIPMENT OR ALTERATIONS FRORM THE PLANS AND/OR SPECIFICATIONS SHALL BE APPROVED BY THE C-0 NSTMANAGER. 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 MAN 11. CONTRACTOR SHALL CONTACT SUBSURFACE UTILITY LOCATOR FO CONSTRUCTION XACT LOCATION OF EXISTING UTILITIES, PRIOR TO COMMENCEMENT ACTIVITIES, CONTRACTOR SHALL VERIFY EXISTING UTILITY LOCATIONS R BY TEST PIT,. AS NECESSARY. EXACT LOCATION OF UTILITIES SHOWN ON PLANA APPROXIMATE & FOR PLANNING PURPOSES ONLY. CONTRACTOR SHALL DOCUMENT THE AS BUILT" LOCATIONS OF- ALL--�+� 12. UTILITIES, INCLUDING POWER, GROUNDING, ETC.... 13. CONTRACTOR SHALL SECURE THE NECESSARY PERMITS FOR THIS PROJECT FROM ALL APPLICABLE GOVERNMENT AGENCIES. CONTRACTOR DSHALL REQUIREMENTS OF RESPONSIBLE FOR ABIDING BY ALL THE CONDITIONS THE PERMITS. 14. TOWER AND TOWER FOUNDATIONS ARE SHOWN FOR ILLUSTRATIVE PURPOSES ONLY. 15. CONTRACTOR SHALL VISIT THE PROJECT SITE TO VIEW ALL CONDITIONS AN PRIOR TO SUBMITTING BID. ANY CHANGES DURING CONSTRUCTION D 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. CLS1�ao v 6 � � � m ■ rm m A I r. ■ ' 4720 200TH STREET SW, SUITE 200 LYNNWOOD, WA 98036. ■ ■ ■ I I PHONE: (425) 670-8651 PAX: (425) 712-0846 NON I I KDCARCHITECTS.COM Architects - Engineers, P.C. 5 PROJECT NOTES REINFORCED CONCRETE: R-1 . CONCRETE: ALL CONCRETE 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 PPLA AIG 0 8 BUNLDING CODE CRETE AND REINFORCEMENT SHALL BE PER C REQUIREMENTS FOR STRUCTURAL CONCRETE, LATEST EDITION. R-3. REINFORCING BARS SHALL HAVE A MINIMUM YIELD I 5 STRENGTH OF Fy = 60,000 PSI AND SHALL COMPLY WITH AS R-4. PROVIDE MINIMUM CONCRETE COVERAGE FOR REINFORCING STEEL OF 3". R-5, EXISTING VEGETATION AND ORGANIC MATERIALS SHALL EBEVATIOOVED WITH THE BUILDING FOUNDATION AREA. FILL TO INDICATEDPSI BEARING CAPACITY. CLEAN SANDY SOIL COMPACT DHALL O OBTAIN PLAC D OVER UNDISTURBED OR CONCRETE EQUIPMENT P 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 SCONFORM o THE AISC SPECIFICATION FOR STRUCTURAL STEEL ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN, 9th EDITION. S-3. STRUCTURAL PIPECOLUMNSSHALL COMPLY WITH HYPE M OR S, GRADE B, Fy = 36KSL ALL WIDE FLANGE SHAPES SHALL B A992. GRADE 50. ALL STRUCTURAL SHAPES & PLATE SHALL COMPLY WITH ASTM A36. S-4. WELDING: ALL WELDING IS TO BE DONE BY PRE-QUALIFIED ING ELDERS HOLDING CURRENT CERTIFICATE FROM A RECOGNIZED LABORATORY. ALL WELDS ARE TO BE PER A.W.S, CODE, LATEST EDITION ALL WELDS SHALL BE 3/ 1 6„ 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 D IN ACCORDANCE ICOMPRESSIVE TH ASTIVI STRENGTH FORMS SHALL BE PLACED TH OF 5,000 PSI WHEN TESTEAROUND 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 N_LT COMPLY WITH TO ASTM A325. ALL BOLTS SHALL BE HOT -DIPPED GALVANIZED. S-8. ALL EXPOSED STEEL SHALL BE HOT -DIPPED GALVANIZED A F DER FABRICATION PER ASTM A153 OR A123. S-9. APPLY TWO COATS OF ZINC -RICH RUST-OLEUM #2185 PAINT TO ALL FIELD DRILLED HOLES AND CUTS. GRID -GUARD NPDX #5 5 COATING SHALL BE APPLIED TO ALL 'E WELD RE LAREAS. ES NEED TO BE RECONDITIONED, INCLUDING AL clear v... 1 5508 LAKE WASHINGTON BLVD. SUITE 500 KIRKLAND, WA 98055 11 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 INCLUDES ALL LABOR AND MATERIAL DESCRIBED BY DRAWINGS AND SPECIFICATION, 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 SHALL 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 TELCO 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. 1 1 . 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 FROM 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 THE 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. SITE NAME: AMERICAN TOWER SITE NUMBER: 1NA-TAC160-A 2401 S 324TH ST. FEDERAL WAY, WA. 98003 t N 1 09 14 05 ISSUED FOR CONSTRUCTION 0 09 O6 05 ISSUED FOR CD REVIEW NO. DATE REVISIONS SCALE: AS SHOWN DESIGNED BY; JMG GROUNDING NOTES 1. AN ANTIOXIDANT COMPOUND SHALL BE APPLIED TO ALL EXTERIOR, ABOVE GRADE, MECHANIC, GROUND CONNECTIONS. 2. CONTRACTOR SHALL. SUPPLY ALL MATERIAL, LABOR AND EQUIPMENT NECESSARY FOR A COMPLETE SYSTEM AS INTENDED HEREIN UNLESS OTHERWISE NOTED. 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 AT 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 CONTACT WITH THE SLAB OR TOWER EXCEPT AS DESIGNATED. 10. THE UTILITY NEUTRAL/GROUND BOND IS TO BE MADE IN THE METER 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. CRW I JMG EJC CRW JMG EJC BY CHK APRV DRAWN BY: CRW c I e a r 2 ;n:cva GENERAL NOTES JOB NUMBER SHEET NUMBER REV 181505.003 Not 1 C Ef E 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 CONSTRUCTION 1-800-424-5555 THIS IS NOT A SITE SURVEY ALL PROPERTY BOUNDARIES, ORIENTATION OF TRUE NORTH AND STREET HALF -WIDTHS HAVE BEEN OBTAINED FROM EXISTING DRAWINGS AND ARE APPROXIMATE. NOTE: � EXISTING ANTENNA PLATFORM AND ANTENNAS NOT SHOWN 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, WASHIGGTON DESCRIBED AS FOLLOWS; COMMENCING AT THE NORTHWEST CORNER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 16; THENCE S01 "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 N 13°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 '36"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 QUARTER OF THE NORTHEAST QUARTER, AND THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 16, TOWNSHIP 21 NORTH, RANGE 4 EAST W.M., IN KING COUNTY, WASHINNTON, WHOSE CENTERLINE IS DESCRIBED AS FOLLOWS; COMMENCING AT THE NORTHWEST CORNER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 16; THENCE S88"20'08"E, ALONG THE 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; THENCE N51 "36'24"E 146.62 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 200 FEET, THRU A CENTRAL ANGLE OF 40" 19' 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 102030'32", AN ARC DISTANCE OF 134.18 FEET; THENCE S 16°42'45"W 732.32 FEET; THENCE S01 "34'54"E 80.24 FEET; THENCE S 15°52'25"W 444.91 FEET; THENCE S 13°58'06"W 342.75 FEET; THENCE 04"55'30"W 131.52 FEET; THENCE S 13"25'54"W 418.23 FEET; THENCE S76'21 `36"E 41,51 FEET TO REFFERENCE POINT "A" AND THE TERMINUS OF THIS ACCESS EASEMENT. POWER/ TELCO NOTE: CONTRACTOR TO FIELD VERIFY LOCATION AND AVAILABILITY OF POWER AND TELCO WITH RESPECTIVE UTILITY COMPANIES. POWER/TELCO SOURCE TO ORIGINATE FROM EXISTING UTILITY POLE W/TRANSFORMER #AN3599 1 (OVERALL SITE PLAN CL ul ff, 0 ul.. 0 ■ . 4720 200TH STREET SW, SUITE 200 LYNNWOOD, WA 98036 PHONE: (425) 670-8651 MEN I I KDCARCHITE TS.COM Architects -Engineers, P.C. 5 �l ZONING NOTES 1. NO PARKING IS AFFECTED BY THIS INSTALLATION. 2. EROSION CONTROL TO BE MAINTAINED THROUGHOUT CONSTRUCTION PHASE. 3. EQUIPMENT CABINETS 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/FJARBWIRE EXISTING U.G. TELCO- ROUTE (APPROXIMATE LOCATION) 1 I 1 Sp M ° * rp P'r?pPOS,D A1VrC NAb4S x r EXISTING MOBILE HOME / EXISTING GARAGE EXISTING LANDSCAPE AREA PROPOSED CLEARWIRE EQUIPMENT C CABINET MOUNTED ONTO 4'-0" X 4'-0" CONCRETE PAD WITHIN 7'-0' X 7'-0" PROPOSED LEASE AREA PROPOSED CLEARWIRE 5'-0" HIGH SINGLE -POST ICEBRIDGE PROPOSED CLEARWIRE ANTENNAS (TYP. OF 3)W/BTS EQUIPMENT MOUNTED BELOW (TYP. OF 3) 0 SECTOR A, B & C EXISTING CINGUALR UTILITY RACK '�•—PROPOSED CLEARWIRE MICROWAVE 4 ANTENNA (TYP OF 2) MOUNTED BELOW PROPOSED BTS EQUIPEMT SECTOR B & C FUTURE CLEARWIRE (1) ANTENNA/MOUNT & (1) BTS EQUIPMENT MOUNTED BELOW 0 SECTOR D EXISTING CINGULAR EQUIPMENT/ICEBRIDGE EXISTING VERIZON WIRELESS EQUIPMENT SHELTER/ICEBRIDGE EXISTING LANDSCAPE AREA n rf _ EXISTING I ASPHALT PARKING l 1 O ` AR EA ' EXISTING OVERHEAD — O POWER LINES (TYP) I � rIl I EXISTING UTILITY POLE W/TRANSFORMER (POINT OF POWER/TELCO 4 I CONNECTION) 1 s I I I c PROPOSED U.G. ' POWER/TELCO ROUTE ' (APPROX. 330'-0" TO LEASE AREA) / c ear 5508 LAKE WASHINGTON BLVD, SUITE 500 KIRKL4ND, WA 98055 4 SITE NAME: AMERICAN TOWER SITE NUMBER: WA-TAC160-A 2401 S 324TH ST. FEDERAL WAY, WA. 98003 3 X _ x �f x ' CO uj Co I ' � k r I r � < / w ;r x �, r l WI k O r ar 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 la w E 0 10' 2 0' 40' 24"x36" SCALE: 1 "=20' 11 "xl 7" SCALE: 1 "=40` Clear OVERALL SITE PLAN JOB NUMBER SHEET NUMBER REV 18 1 505.003 Col 1 1 U EXISTING U,G. TELCO ROUTE x EXISTING METER SERVICE x,- _ x (TYP OF 2) X 1 (ENLARGED SITE PLAN . C T L S u". 91:1�10 up'� NOTE: EXISTING ANTENNA PLATFORM AND ANTENNAS NOT SHOWN FOR CLARITY. THIS IS NOTA SITE SURVEY � I� (III. ■ - i 4720 200TH STREET SW, SUITE 200 LYNNWOOD, WA 98036 ■ . ( PHONE: (425) 670-8651 KDCARCH TECTS COM Architects -Engineers, P.C. 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 CONSTRUCTION �A' 4' 8' 24"x36" SCALE: 1/4'=V 11"x17" SCALE: 1/8'=1' clear U. C•• •:C �' :f » ..<' 5508 LAKE WASHINGTON BLVD. SUITE 500 KIRKLAND, WA 98055 SITE NAME: SITE NUMBER: CONDUIT NOTE: TO ANTENNA #I - 85'-0"±(DISTANCE APPROXIAMTE FROM ICEBRIDGE TO ANTENNA) TO ANTENNA #2-- 85'-O"±(DISTANCE APPROXIAMTE FROM ICEBRIDGE TO I ANTENNA) TO ANTENNA #3- 85-0"±(DISTANCE APPROXIAMTE FROM ICEBRIDGE TO ANTENNA) TO ANTENNA #4- BS'-O"±(DISTANCE APPROXIAMTE FROM ICEBRIDGE TO ANTENNA) EXISTING VERIZON- WIRELESS ANTENNAS EXISTING CINGULAR ANTENNAS PROPOSED CLEARWIRE GPS ANTENNA* SECTOR C �O4 PROPOSED CLEARWIRE 5 6 ANTENNA MOUNTS C04 C04 (TYP OF 3) ® SECTOR A,B&C 3 PROPOSED CLEARWIRE ANTENNAS (TYP. OF 3) Ci04 ® SECTOR A, B & C Q4 PROPOSED CLEARWIRE BTS EQUIPMENT (,04 (TYP. OF 3) SECTOR A. B & C FUTURE CLEARWIRE (1) ANTENNA/MOUNT & (1) BTS EQUIPMENT MOUNTED BELOW ® SECTOR D W04 PROPOSED CLEARWIRE MICROWAVE ANTENNA (TYP, OF 2) MOUNTED BELOW PROPOSED BTS EOUIPEMT 0 SECTOR B & C PROPOSED CLEARWIRE (2) 2" DIA. FLEX CONDUIT WITHIN EXISITNG MONOPOLE(APPROX. 71 VERTICAL FEET) EXISTING 100'-0' HIGH- AMERICAN TOWER MONOPOLE PROPOSED CLEARWIRE 200A METER MOUNTED TO 4 X 4 POST EXISTING SERVICE — METER (TYP. OF 2) EXISTING 6'-0" HIGH CHAINLINK FENCE W/BARBWIRE(TYP. ) GRADE 7 ��� 2 (WEST ELEVATION AMERICAN TOWER WA-TAC 160-A 2401 S 324TH ST. FEDERAL WAY, WA. 98003 EXISTING VERIZON WIRELESS EQUIPMENT SHELTER PROPOSED CLEARWIRE 6'-0" HIGH ICEBRIDGE PROPOSED CLEARWIRE EQUIPMENT CABINET MOUNTED ONTO 4'-0" X 4'-0" CONCRETE PAD WITHIN 7'-0' X 7'-0" PROPOSED LEASE AREA PROPOSED CLEARWIRE- SERVICE 200A PANEL MOUNTED TO UNISTRUT SUPPORT RACK 1 09/14/05 ISSUED FOR CONSTRUCTION 0 09 06/05 ISSUED FOR CD REVIEW N0. DATE REVISIONS SCALE: AS SHOWN DESIGNED BY: JMG FENCE NOTE: EXISTING 6'-0" HIGH CHAINLINK FENCE SHOWN DASHED IN ELEVATIONS FOR CLARITY T.O. EXISTING AMERICAN TOWER MONOPOLE & T.O. EXISTING VERIZON WIRELESS ANTENNAS 100'-0":� T.O. EXISTING CINGULAR ANTEN B2'-0' T.O. PROPOSED CLEARWIRE ANTEN 73'—C C.L. OF PROPOSED CLEARWIRE ANTENNAS 71'-6"t C.L_OF PROPOSED CLEARWIRE_ MICROWAVE ANTENNA 65'-6*± m CRW JMG EJC CRW JMG EJC BY CHK APRV DRAWN BY: CRW i PAINT NOTE: PROPOSED CLEARWIRE ANTENNAS, BTS CABINET AND MOUNTING HARDWARE TO PAINTED TO MATCH EXISTING MONOPOLE 4' 8' 16' 24"x36" SCALE: 1 /8"=V-0" 11 "x17" SCALE: 1 /16"=1'-0" clear*,,' ENLARGED SITE PLAN & SITE ELEVATION JOB NUMBER SHEET NUMBER REV 181505.003 1 CO2 I 1 It C x■ 0 6 1 5 1 � 3 2 3 SITE SUPPORT CABINET SITE SUPPORT CABINET 7'-0" LEASE AREA 1'-0" 4'-0" CONCRETE PAD 2'-0" 2'-1" SITE 11" SUPPORT CABINET CONCRETE PAD WJ E ' 1" CHAMFER EDGE f I GENERATOR RECEPTACLE r r �` -� • 2" DIA SCH. 40 PVC POWER TELCO BOX `� o CONDUIT U _ EnC) V)LLJ a ' i4 c� f R—--------------L aV -+'1 f - CV i r i i d N TELCO BOX TELCO BOX r ZLu r W Z 2" DI SCH. 0 PVC HVAC � � CONCRETE PAD CON _ C)_ a I v c 2 i n+ ? o o ca 00 1" CHAMFER (TYP.) i N GRADE GRADE 00 I I I I I f 00 I I I ----- +� L----- -- — — — POWER RECEPTACLE ' I � o ' TELCO TO SERVICE C r CONNECTION i CABINET MOUNTING POWER TO PANEL FLANGE WITHIN 6 _' CONNECTION ® RACK CABINET ANCHOR CABINET TO i CONCRETE PAD PER CABINET r _ J MANUFACTURER'S - - - - - - - RECOMMENDATIONS (OR DETAIL 2 BELOW) '24"x36" SCALE: 1 "=l'-o" n SUPPORT CABINET ELEVATION 24�x36N SCALE: ,n_1:_O„3 SITE SUPPC�RT CABINET ELEVATION 1111"x1 x36� SCALE: 1 „=,;-0" EQUIP MENT LAYOUT 11"x17"SCALE: 1/2"=V-0 SITE 11 x17 SCALE. 1/2 -1 0 7 SCALE. 1/2 -1 _fl SITE SUPPORT CABINET SITE SUPPORT CABINET M a !0 ABINET MOUNTING FLANGE 9/16" HOLE FOR 1/2" ' EXPANSION ANCHORS © HVAC UNIT HVAC UNIT I EMBED (TYP. OF4PLACES WITHIN CABINET B GENERATOR 4'-0" X 4'-0" ) RECEPTACLE CONCRETE PAD ' CLEARWIRE SITE SUPPORT CABINET v = �— N - o cn v} O=_-= V v _uj c_- J cv I _ = N �" TELCO BOX I N tt u1 4'-0" X 4'-0" ' w CONCRETE PAD 4'-0" X 4'-0" CONCRETE PAD �- 1 " CHAMFER (TYP.) I 1 -1 /4" MIN ---- oa C- (TYP.) GRADE GRADE I II 0 L—_—LL_—_ _----_—___J � L___LL—__—_—__....------J a II a lI 24"x36" SCALE: N.T.S. A 24Mx36"SCALE: 12„-���©„ 5 SITE SUPPORT CABINET ELEVATION �i"x17"SCALE: 1/2. #-On 6 CABINET MOUNTING DETAIL 4 SITE SUPPORT CABINET ELEVATION I 1 x17" SCALE. 11"x17" SCALE: N.T.S. •• •• •• E4i fitw ..::�r SITE NAME: AMERICAN TOWER clear 4720 200TH STREET SW SUITE 200 clear "`�>" LYNNWOOD, WA 98036 = SITE NUMBER: WA-TAC 1 fitJ—A 1 09 14/05 ISSUED FOR CONSTRUCTION cRw JMG EJc <CLSGI moll MEN I PHONE: (425) 670-8651 5508 LAKE WASHINGTON BLVD. 2401 S 324TH ST. EQUIPMENT DETAILS 0 09/06/05 ISSUED FOR CD REVIEW CRW JMG EJC �o u FAX: (425) 712-0$46 SUITE 500 FEDERAL WAY, WA. 98003 N0. DATE REVISIONS BY CHK APRV ' JOB NUMBER SHEET NUMBER REV 1 I KDCARCHITECTS.COM KIRKLAND, WA 98055 Architects -Engineers, P.C. SCALE: AS SHOWN --[DESIGNED BY: JMG DRAWN BY: CRW 181505.003 CO3 1 6 5 4 3 2 5.5" 4.5" 6.12 / MANUFACTURER: T.B.D. -f PART # T.B.D. DIAMETER: 12" � DEPTH: T.B.D. OFFSET: T.B.D. MANUFACTURER: DORADUS WEIGHT: T.B.D. a T PART # 26 SD98 LENGTH: 35.8" WIDTH: 5.5" j DEPTH: 4.5" WEIGHT: 5.5 LBS Co ui MANUFACTURER: TRIMBLE M PART # ACUTIME 2000 LENGTH: 5" WIDTH: 6.1 2" WEIGHT: 12.8 OZ 11-0" C Lj 24"x36" SCALE: 1 SPECIFICATION N.T 24 "x36" SCALE: N.T.S 24 "x36" SCALE: N.T.S 1 i"x17" SCALE: N.T.SMICROWAVE SPECIFICATION 11"x17"SCALE: N.T.S 3 ANTENNA SPECIFICATION 11"x17"SCALE: N.T.SGPS GPS ANTENNA ATTACHED ? 2--3/8" DIA. TO A 2" STD. PIPE. MOUNTING PIPE MOUNT TO ANTENNA O MOUNTING RIPE U 511 11" ANTENNA MOUNTING 2-3/8" DIA, 66" HIGH MONOPOLE UNIVERSAL HARDWARE BY .ANTENNA MOUNTING PIPE RING MOUNT MODEL MANUFACTURER MICROFLECT PART B1478 c # MC—RM-3060-4 OR EQUAL (TYP OF 4) (TYP. OF 2) ANTENNA NOTE: CONNECTIONS TO BE WEATHERPROOF PER MANUFACTURES SPECIFICATIONS a e e o COAX JUMPER FROM ANTENNA TO 6TS 0 B MANUFACTURER: NEXTNET PART # BTS -- 2500 s LENGTH: 19.3" i WIDTH: 1 1.3" DEPTH: 5. 1 WEIGHT: 35 LBS BTS L o a � o e � e e (� ETHERNET CABLE FROM BTS TO GROUND CABINET I _j LLJ MICROWAVE DISH O 0 I z MICROWAVE MOUNTING HARDWARE BY DISH MANUFACTURER 24"x36" SCALE: N.T.S. 24�x36„ SCALE: N.T.S. ANTENNA MOUNT MONOPOLE � 24:x36n SCALE: N.T.S. %� " " 5 ANT ENNA MOUNTING DETAIL 11 x17 SCALE: N.T.S. 6 4 BTS SPECIFICATION 11x17 SCALE: N.T.S. 1 i x17 SCALE: N.T.S. ---. SITE NAME: AMERICAN TOWER 4 TREET SW SUITE 200 4720 20oTN S clear I " SITE NUMBER: WA-TAC1 fC!-A LYNNWOOD, WA 98036 1 09/14/05 ISSUED FOR CONSTRUCTION CRW JMG EJC CLS(".Xroupl PHONE: (426) 670-8651 5508 LAKE WASHINGTQN s�.vD. 2401 S 324TH ST. ANTENNA DETAILS � � ■ � � FAX: (425} 712-0846 SUITE 500 0 09 06 OS ISSUED FOR CD REVIEW CRW JMG EJC FEDERAL WAY, WA. 98003 ■ ■ I I KDCARCHITECTS.COM KIRKLAND, WA 98055 NO. DATE REVISIONS BY CHK APRV J08 NUMBER SHEET NUMBER REV SCALE: AS SHOWN DESIGNED BY: JMG DRAWN BY: CRW 1815U5.003 C04 1 Architects -Engineers, P.C. I [ 5 4 3 2 CUT POST LENGTH TO SUIT BY 4'-0" REMOVING UNCAPPED END 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 FEET FOR 10 FEET ° BRIDGE CHANNEL. 2. WHEN USING COMPONENTS FOR SPLICING BRIDGE CHANNEL SECTIONS, THE SPLICE SHOULD BE PROVIDED AT THE SUPPORT, IF POSSIBLE, OR AT A TRAPEZE KIT MAXIMUM OF 2 FEET FROM THE SUPPORT. (2) TRAPEZE KITS ARE � z INCLUDED WITH ICE BRIDGE. 3, WHEN USING COMPONENTS, SUPPORT SHOULD BE ORDER ADDITIONAL TRAPEZE PROVIDED AS CLOSE AS POSSIBLE TO THE ENDS OF KITS AS REQUIRED, TO ICE BRIDGES, WITH A MAXIMUM CANTIUVER DISTANCE MAINTAIN MAXIMUM CABLE SPAN OF 2 FEET FROM THE SUPPORT TO THE FREE END OF 3'-0" (TYP) OF THE ICE BRIDGE. ED z 4. CUT BRIDGE CHANNEL SECTIONS SHALL HAVE RAW EDGES TREATED WITH A MATERIAL TO RESTORE THESE ANTENNA CABLES EDGES TO THE ORIGINAL CHANNEL, OR EQUIVALENT, PLAN VIEW U ARRANGEMENT FINISH. BY CONTRACTOR FINAL GRADE 1 " CHAMFER `" 5. ICE BRIDGES MAY BE CONSTRUCTED WITH SLOPE AWAY (NP) COMPONENTS FROM OTHER MANUFACTURERS, FROM N1` PROVIDED THE MANUFACTURER'S INSTALLATION CONCRETE I I GUIDELINES ARE FOLLOWED. I li I I CONCRETE PIER 6. DEVIATIONS FROM STANDARDS FOR COMPONENT LJ INSTALLATIONS ARE PERMITTED WITH THE RESPECTIVE \ \ MANUFACTURER'S APPROVAL, COMPACTED CRUSHED o;= `%+-' 7. DEVIATIONS FROM ICE BRIDGE FOUNDATIONS REQUIRE STONE OR GRAVEL EXCAVATE AS REQUIRED TO (OPTIONAL; THICKNESS #4Q 12" O.C. REMOVE VEGETATION & TOPSOIL, ENGINEERING APPROVAL. AS REQ'D) EA. WAY @ EXPOSE UNDISTURBED NATURAL 12" OF SLAB SUBGRADE & PI -ACE 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. C BENDING RADIUS PER MANUFACTURER'S STANDARDS 24"x36" SCALE: N.T.S. 24"x36" SCALE: N.T.S. 24"x36" SCALE: N.T.S. AT I O N 11 "x17' SCALE: N.T.S. 2 SINGLE -POST ICEBRIDGE 11 "x17"SCALE: N.T.S. 3 NOT USED1 CONCRETE PAD SPECIFIC11 "x17" SCALE: N.T.S. SITE WORK: CONCRETE CONSTRUCTION • 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 PCS AIR -ENTRAINED CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 2500 EQUIPMENT, TOWER AREAS, AND ADJACENT BUILDINGS. POUNDS PER SQUARE INCH AT 28 DAYS. TYPE V PORTLAND CEMENT 4. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN WILL BE USED WITH A MAXIMUM AGGREGATE SIZE OF 3/4" AND 6% t 1 % 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 0.48. 5. THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO 3. AL-L CONCRETE FLATWORK SHALL HAVE A STIFF BROOM FINISH AND HAVE A SLOPE OF THE CRUSHED STONE APPLICATNON. 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, n GRADE 60, DEFORMED. FERTILIZED, SEEDED, AND COVERED WITH MULCH AS SPECIFIED IN THE SPECIFICATION (� 5. DETAIL, FABRICATE AND ERECT REINFORCEMENT BARS, INCLUDING BAR SUPPORTS, LANDSCAPE WORK, SPACERS, ETC. IN ACCORDANCE WITH "DETAILING OF CONCRETE REINFORCEMENT" (A.C.I. 315-80, REV. 1986). SUBQRADE AND BASE PREPARATION: S. UNLESS OTHERWISE NOTED, ALL LAP SPLICES SHALL 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 OTHF-R,,V!SE NOTED. LEAST 95% 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 2. COMPACTION SHOULD BE ACCOMPLISHED BY PLACING THE FILL IN SUCCESSIVE, HORIZONTAL, UNLESS INDICATED OTHERWISE ON THE DRAWINGS: APPROXIMATELY SIX- TO EIGHT -INCH LOOSE LIFTS AND MECHANICALLY COMPACTING -CONCRETE EXPOSED TO WEATHER OR IN CONTACT WITH GROUND - 2 INCHES EACH LIFT TO AT LEAST THE SPECIFIED MINIMUM DRY DENSITY. -CONCRETE CAST AGAINST EARTH- 3 INCHES ?. ANY ORGANIC MATERIAL, DELETERIOUS MATERIAL, OR DISTURBED SOIL SHOULD BE REMOVED 10 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. 24"x36" SCALE: N.T.S. NOTES 24Nx36n SCALE: N.T.S. � CIVIL NOTES 24�x36fr SCALE: N.T.S. A 11 "x17" SCALE: N.T.S. 5 CONCRETE 1 x17 SCALE: N.T.S. 4 NOT USED 11 x17 SCALE: N.T.S.- m 0 1 4 . s SITE NAME: AMERICAN TOWER clear :� 1._: 4720 204TH STREET SW, SUITE 200 clear ";� �:x-� ` ;: x k � � � � � LYNNWOOD, WA 98036 SITE NUMBER: WA-TAC1 f0-A C L S r o upM 5508 LAKE WASHINGTON BLVD. 1 09 14/05 ISSUED FOR CONSTRUCTION CRW JMG EJC DETAILS ■ ■ I PHONE: (425) 670-8651 2401 S 324TH ST. FAX: (425) 712-0846 SUITE 500 FEDERAL WAY, WA. 98003 0 09 06 OS ISSUED FOR CD REVIEW CRW JMG EJC Noll I KDCARCHITECTS.COM KIRKLAND, WA 98055 No. DATE REVISIONS 8Y CHK APRV JOB NUMBER SHEET NUMBER REV KQC Architects - Engineers, P.C. SCALE: AS SHOWN DESIGNED7_F�A BY: JMGWN BY: CRW 1 81 505.003 C05 1 6 5 4 3 2 . ... ...... . ..... ..... .............. . ................. . .... .... ------ ----- . ...... . . ............ ... . . .... .......... .................... .. .... .... ........... . ..... ..... .. . ...... ... .......... ..... ..... ........ ..................... ..... . ... . ....... . . ........... . .... .. ... .. .. . .. . ........... .. ---------- NOTES: I . 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 (15" 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. r FINISHED GRADE FINISHED GRADE, AC PAVING MATCH SLOPE AND D LPRs SHALL BE LOCATED WITHIN NEMA 3R JUNCTION BOX. LPRs SHOULD BE FUSED TO ELIMINATE THE RISK OF BACKFILL WITH A LPR FAULT/FAILURE CAUSING THE MAIN POWER FUSESTHICKNESS OF EXISTING TO TRIP. BEDDING SAND CONDITIONS /[-UNDISTURBED ti um - - - — - - - — i l�� l l l r� l l l—I I —III I I f- d i l l -1 i l�� l l� III- I I—i lI F r- - - PIGTAIL TO (E) TOWER COMPACTED SOIL TO MIN GROUND RING @ 2 1- 95% MODIFIED MAX DENSITY J PLACES (TYP.), FIELD I COMPOUND PER ASTM D15557 METHOD GRAVEL fit - — - — - — - — - D VERIFY EXACT TOWER J-G-j- G— �G— — —G—'q__Ar�_ IF _N� 2 HII-- I 5/8"OX101-0 r5 M1 I E GROUND RING LOCATION GROUND ROD CD jc UTILITY WARNING TAPE COMPACTED FILL PIGTAIL FROM GROUND— PIGTAIL FROM GROUND i__1 b4l I BAR IN TELCO BOX 9 G GROUND RING. USE BAR IN TELCO BOX TO MECHANIC CONNECTION r ----------- /--- GROUND RING TELEPHONE — 0 j__v1 I GROUND CONDUCTOR CONDUITS WHERE *POWER CONDUIT WHERE #2 SOLID TINNED BARE APPLICABLE *6" MIN. APPLICABLE COORDINATE COPPER COORDINATE SIZE'--1 r­ SIZE AND TYPE WITH (TYP AND TYPE WITH LOCAL UTILITY MECHANICAL CONNECTION !N CLEARWIRE GROUND LOCAL UTILITY FROM BREAKER BOX TO RING TO BE CONNECTED THE TELCO BOX AND TO I i ! THE GB IN TELCO BOX. TO (E) TOWER GROUND USE #2 TINNED COPPER IN LIQUIDTITE CONDUIT L --------------- J 5 8-0 BY 10'-0" LONG v SEPARATION DIMENSION TO BE VERIFIED GROUNDING ROD AT WITH LOCAL UTILITY COMPANY 10' O.C. REQUIREMENTS C) LEGENDS: GROUND ROD i INTERNAL SITE SUPPORT RING \C CABINET (SSC) GROUND TEST WELL BAR (_2'%�GROUND TEST MECHANICAL CONNECTION WELL. SEE NOTES (DOUBLE HOLE LUG) CADWELD 0- - -------A GROUNDING CONDUITCONNECTION (:�)�TEST WELL AND GROUND RING DETAILS CONDUIT TRENCH DETAIL SCALE: N.T.S. SCALE: N.T.S. 24"x36"SCALE: N.T.S. 11"x17" :NT,S,24"x36m SCALE: N.T.S. EQUIPMENT GROUNDING PLAN (SCHEMATIC) 11"x17*SCALE: N.T.S., 2 TEST WELL AND GROUND RING DETAILS SCALE: N.T.S. '3 IC ONDUIT TRENCH DETAIL 111"x17"SCALE: N.T.S. 4 X 4 POST (6- HIGH) (TYP.) UNISTRUT PIPE/CONDUIT CLAMP P1 119 OR P2558-35 (CALM.) (TYPICAL) FOLLOW MANUF, RECOMMENDATIONS FOR BOLT TORQUE u 0 R I FOLLOW LL, BOLT ELECTRIC SERVICE 4 1.� GRADE 200A METER 3 1 /2" O.D. I POST BY UTILITY COMPANY 2" SCHEDULE 40 PVC 3#3/OTHHNCU kWH 200A METER BASE 3#-0" MAX. 200A PANEL (UTILITY COMPANY METER) CD CADWELD PIPE CAP (TYP) _#2 AWG TO 5/8"0 X 10' GROUND ROD _ff (ELECTRICAL SERVICE GROUND) 2" CONDUIT - 3 #3/0 THHN CU + #6 GRND Ld of 200A EMERGENCY GENERATOR RECEPTACLE RING GROUND _j _j • #2 AWG BCW 0 0 TINNED - I 2" CONDUIT - 3 #3/0 THHN CU + #6 GRND SOLID, a --- ---- ---- 3#3/0 & #2 CRD to I IN 2" SCH. 40 PVC La 200A WALKING BEAM INTERLOCK BREAKERS CONDUIT GALV. UNISTRUT 1-#4 GND I (DOUBLE THROW TRANSFER SWITCH) z Plool (TYP) 3/4"C r r X 200A 120/24OV, 1-PHASE, 3W DISTRIBUTION PANEL W/ GROUND ROD u INTEGRATED MANUAL TRANSFER SWITCH AND A/C POWER COPPER CLAD OR INISHED GRAD STAINLESS STEEL N TVSS (ADD 24 CIRCUIT CAPACITY) 0'. 5/8"ox i o'-o" 0. L -------------- LONG FINISHED GRADE 7 0 2?' CONDUIT - 3 #310 THHN CU + #6 GRND 8" 0 PLAIN 0# 8# 1 # 1 OG) 3/4"C in CONCRETE PIER u U (2500 PSI) CABINET d. PANEL PROVIDED WITH EQUIPMENT 12" DIA. CONCRETE PIER MIN. 4'-0" DEEP 12" 24"X36" SCALE: N.T.S. 5 GROUNDING ROD DETAIL 1;;'X; 6:N.T.S. 6 ELECTRIC METER AND PANEL DETAILS 24"x36"SCALE: N.T.S., A 47SINGLE LINE DIAGRAM 11"xl7' SCALE: N.T.S.7- SCALE: N.T.S. 11 *X1 7" SCALE: N.T.S. clear " . ...... 'FAY AMERICAN TOWER V, r SITE NAME: MIN m 1 1 4720 200TH STREET SW, SUITE 200 C le a r v SITE NUMBER: WA-TAC160-A LYNNWOOD, WA 98036 1 09/14/05 ISSUED FOR CONSTRUCTION CRW JMG EJC ELECTRICAL/GROUNDING PLAN & DETAILS J�p PHONE: (425) 670-8651 5508 LAKE WASHINGTON BLVD. 2401 S 324TH ST. 0 09/06/05 ISSUED FOR co REVIEW CRW EJC CLsk.xy 0 FAX: (425) 712-0846 SUITE 500 FEDERAL WAY, WA. 98003 JMG - ■ , I KDCARCHITECTS.COM KIRKLAND, WA 98055 NO, DATE REVISIONS BY CHK APRV JOB NUMBER SHEET NUMBER REV KArchitects -Engineers, P.C. I ISCALE: AS SHOWN DESIGNED BY: JMG DRAWN BY: CRW I a 1505.003 E01 IX 6 5 4 3 2