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HomeMy WebLinkAboutLUA-97-031 Large FormatA/C ADJ. AFF APPROX. ASTM AWG BLDG. BILK. B/S AIR CONDITIONING ADJUSTABLE ABOVE FINISH FLOOR APPROXIMATELY AMERICN SOCIETY FOR TESTING AND MATERIALS AMERiCAN WIRE GAUGE BUILDING BLOCK BUILDING STANDARD GA. GALV. GC GRND GW8 HDWD. HORIZ, HR HT. HVAC GAUGE GALVANIZE(D) GENERAL CONTRACTOR GROUND GYPSUM WALL BOARD HARDWOOD HORIZONTAL HOUR HEIGHT HEATING, VENTING AND AIR CONDITIONING PLYWD. PR PROJ PROP PT REQ'D RM R.O. S SCHED SHT SIM. PLYWOOD PAIR PROJECT PROPERTY PRESSURE TREATED REQUIRED ROOM ROUGH OPENING SOUTH SCHEDULE SHEET SIMILAR & ® CL # R ANGLE AND AT CENTER LINE NUMBER PROPERTY LINE --- CLG CEILING SPEC. SPECIFICATION Cl-R. CLEAR SQ SQUARE CONC. CONCRETE I.D. INSIDE DIA. SS STAINLESS STEEL CONST. CONSTRUCTION IN. INCH STL. STEEL A REVISION CONT. CONTINUOUS INFO INFORMATION STRUC STRUCTURAL CO. COMPANY INSUL. INSULATION SUSP. SUSPENDED INT. INTERIOR S.V. SHEET 'VINYL L'J'` KEY NOTE DBL. DOUBLE - DIA., 0 DIAG. DIAMETER DIAGONAL L B(S) POUNDS) THRU THROUGH I DETAIL REFERENCE DIM. DIMENSION TNND TINNED A� t DN DOWN MAX MAXIMUM T.O.C. TOP OF CONCRETE DTL, DETL DETAIL MECH MECHANICAL T.O.M. TS TOP OF MASONRY TUBE STEEL 2 ELEVATION REFERENCE DWG. DRAWING MTL METAL TYP TYPICAL _ MFR. MANUFACTURER UBC UNIFORM BUILDING E EAST MGR MANAGER CODE EA. EACH MIN MINIMUM 100 ROOM NUMBER EL, ELEV ELEVATION MISC MISCELLANEOUS UL UNDERWRITERS LAB ELECT. ELECTRICAL UNO UNLESS NOTED EQ. EQUAL OTHERWISE EQUIP. EQUIPMENT N NORTH VERT. VERTICAL SECTION E.W. EACH WAY NA NOT APPLICABLE VIF VERIFY IN FIELD 2 A2 2 A2 REFERENCE EX. EXISTING NIC NOT IN CONTRACT VT VINYL TILE EXT. EXTERIOR NTS NOT TO SCALE W WEST FIN. FINISH O.C. ON CENTER W/ WITH FLUOR. FLUORESCENT OD OUTSIDE DIAMETER, WDW WINDOW FLR FLOOR I OPG. OPENING W/O WITHOUT FT. FOOT OPP OPPOSITE W.P. WORKING POINT ABBREVIATIONS AND SYMBOLS DRIVING DIRECTIONS: FROM KIRKLAND, PROCEED SOUTH ON 1-405 TO THE SUNSET BOULEVARD EXIT. PROCEED EAST ON SUNSET BOULEVARD TO 138th AVENUE SE. TURN RIGHT (SOUTH) ON TO 138th AVENUE SE AND PROCEED TO NE 12th STREET. TURN LEFT ONTO NE 12th STREET AND PROCEED TO END OF CUL-DE-SAC. TURN RIGHT ONTO THE SMALL ACCESS ROAD. w w z w V) c -J� z W � 0 C' HAZEN HS L� NE 10TH STREE` \ PROJECT LOCATION N ja VICINITY MAP UNDERLYING PARCEL DESCRIPTION THE NORTH 275 FEET OF THE WEST HALF OF THE EAST HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER IN SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY',WASHINGTON; EXCEPT THE WEST 42 FEET THEREOF CONVEYED TO KING COUNTY FOR 138TH AVENUE SOUTHEAST BY DEED RECORDED UNDER RECORDING NUMBER 6387727. LEGAL DESCRIPTION ARCHITECT PB ARCH'TECTS, INC. P.S. 83 S. KING STREET, SUITE 106 SEATTLE, WASHINGTON 98104 TEL: 206-622-3203 FAX: 206-622-7652 CONTACT: PETER BOCEK ND SURVEYORS HUGH G. GOLDSMITH & ASSOCIATES, INC. 1215 114TH AVENUE SE BELLEVUE, WA 98004 TEL: 206-462-1080 FAX: 206-462-7719 CONTACT: GERALD REED TRICAL ENGINEER EISI CONSULTING ENGINEERS 1900 W. EMERSON PLACE, SUITE 200 SEATTLE WA 98119 TEL: 206-284-1181 FAX: 206-284-1236 CONTACT: MIKE DE LA VERGNE CONSULTANT TEAM SITE NAME: OWNER: HIGHLANDS / HAZEL ROBERT E. FRICKS SITE NUMBER: 1621 CAMAS AVENUE NE RENTON, WA 98056 WA0111-2 PHONE (206) 235-0336 SITE ADDRESS: FAX: CONTACT: MR. ROBERT E. FRICKS 11224 138th AVENUE SE RENTON, WASHINGTON 98056 APPLICANT/ LESSEE OPERATOR: APPLICANT'S REPRESENTATIVE ONECOMM CORPORATION N.A. MATTHEWS LAND CO. INC. A DELAWARE CORP., dba NEXTEL COMM. C/O NEXTEL COMMUNICATIONS 5808 LAKE WASHINGTON BLVD. 5808 LAKE WASHINGTON BLVD. SUITE 400 SUITE 400 KIRKLAND, WASHINGTON 98033 KIRKLAND, WASHINGTON 98033 PHONE: (206) 803-3222 PHONE: (206) 803-8724 PROJECT DESCRIPTION: NEXTEL CORPORATION PROPOSES TO CONSTRUCT, OPERATE AND MAINTAIN AN UNOCCUPIED, ENHANCED SPECIALIZED MOBILE RADIO (ESMR) COMMUNICATIONS FACILITY. THE FACILITY WILL CONSIST OF A PREFABRICATED EQUIPMENT SHELTER, (APPROX 220 SQ FT) INSTALLED ON A SLAB ON GRADE FOUNDATION, AND A NEW 120' MONOPOLE STRUCTURE TO SUPPORT ANTENNAS FOR COMMUNICATIONS. THE EQUIPMENT BUILDING WILL HOUSE ELECTRICAL., RADIO AND POWER EQUIPMENT. SCHOOL DISTRICT WATERZSEWAGE CITY OF RENTON NO WATER OR SEWAGE REQUIRED ZONING: MF-N UTI ITI E ELECTRICAL UTILITY: I' TELEPHONE UTILITY: FIRE DEPARTMENT PARCEL NUMBER: PROPERTY AREA: 102305-9081-09 1.82 ACRES PUGET POWER AND LIGHT TEL: (800) 351-4123 U.S. WEST TEL: (800) 819-4357 RENTON FIRE DEPT. TEL: (206) 235-2643 A.D.A. COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. PROJECT SUMMARY SITE NAME: HIGHLANDS / HAZEN SITE NUMBER: WA0111-2 SHEET NO. DESCRIPTION T-1 TITLE SHEET SITE PLAN, LEGAL DESCRIPTIONS C-1 A-0 OVERALL SITE PLAN, TREE PLAN A-1 SITE SECTION, ENLARGED SITE PLAN A-2 EXTERIOR ELEVATIONS, DETAILS ELECT. NOTES, SERVICE PLAN, RISER DIAGRAM SHEET INDEX 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 LOCK! BUILDING DEPARTMENT AND ANY CHANGES OR MODIFICATIONS THEY MAY IMPOSE. DATE -- I� APPROVALS AV AIIIIIIIIII� ANhWAMbw A fAFX=JmA 5808 LAKE WASHINGTON BLVD. SUITE #400 KIRKLAND, WASHINGTON 98033 206-803-3222 PB ATECTS 83 S. KING STREET, SUITE 106 SEATTLE SEATTLE, WASHINGTON 98104 (206)622-3203 (FAX)622-7652 RELEASE DATE 7FEB97 ZONING REVIEW SET 7MAR97 ZONING SET REVISIONS NO. DATE Z 0 50 ` - A_ 0 SITE NAME HIGHLANDS/HAZEN SITE NUMBER WA0111-2 SITE ADDRESS 11224 138th AVENUE SE RENTON, WA 98056 U.S.A. SHEET TITLE TITLE S,H EET CU-A1" , V SHEET NUMBER T-1 �voQ�oF 0� c,\ PLOT SCALE: 1:1 4 3 N 88039'03" W 263)7.03) (R.O.S. - SEE NOTE 3) I I I O I 0 N Cn O 1 wl IE N � I N � I W I � I O I (n I1 C/) I ml rn Z O q ml W I I I I 9 10 N 88020'04" W 2611.40 (R.O.S. - SEE NOTE 3) SURVEY — OVERALL SITE PLAN N.I/4 CORNER SEC. 10-23-5 FND CONC. MON. W/ 3" BRASS DISK, 0.3' ABOVE GRADE VISITED 1/29/97 329.63 _ 3 N 88012'18" W (K.C. HELD) 2644.72 GRID 2677.73 MEAS. 3 r0io -_ FND. CONC. MON. yr/3/4" BRASS PIN 10 t 1.6' BELOW GRADE; VISITED 1/29/97 0° 59'04 NE CORNER SEC. 10-23-5 (RENT 1845) I I • • wA' FND CONC. MON. w/ 1/4" COPPER PIN 0.6' BELOW GRADE, IN CASE. VISITED 1/29/97 THIS MAP REPRESENTS AN ELECTRONIC DATA FILE DEVELOPED BY HUGH G. GOLDSMITH 81 ASSOCIATES,INC. GOLDSMITH HOLDS A HARDCOPY REPRESENTATION OF THIS FILE AND THAT HARDCOPY IS THE ORIGINAL. ANY CHANGE TO THE DATA CONTAINED IN THIS FILE IS CONSIDERED UNAUTHORIZED UNLESS REVIEWED BY THE UNDERSIGNED SURVEYOR ANY REUSE OR ADAPTATION OF THIS FILE IS AT THE USER'S RISK UNLESS REVIEWED BY THE UNDERSIGNED SURVEYOR FOR SUITABILITY. UNDERLYING PROPERTY LEGAL DESCRIPTION PROJECT AREA LEGAL DESCRIPTION THE NORTH 275 FEET OF THE WEST HALF OF THE EAST HALF OF HIGHLANDS / HAZEN SITE THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER IN SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE THAT PORTION OF THE NORTHEAST QUARTER OF THE MERIDIAN, IN KING COUNTY, WASHINGTON; NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, EXCEPT THE WEST 42 FEET THEREOF CONVEYED TO KING RANGE 5 EAST, W.M. MORE PARTICULARLY DESCRIBED AS COUNTY FOR 138TH AVENUE SOUTHEAST BY DEED RECORDED FOLLOWS: UNDER RECORDING NUMBER 6387727. BEGINNING AT THE NORTHEAST CORNER OF SAID SUBDIVISION; THENCE N 88039'03" W ALONG THE NORTH LINE THEREOF A DISTANCE OF 329.63 FEET TO THE NORTHEAST CORNER OF THE WEST HALF OF THE EAST HALF SAID SUBDIVISION; THENCE S 00004'44" W ALONG THE EAST LINE OF SAID WEST HALF OF SAID EAST HALF A DISTANCE OF 174.68 FEET; THENCE N 89055'16" W AT RIGHT ANGLES TO SAID EAST LINE A DISTANCE OF 61.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE N 88039'03" W A DISTANCE OF 45.00 FEET; THENCE N 00004'44" E A DISTANCE OF 45.00 FEET; THENCE S 88039'03" E A DISTANCE OF 45.00 FEET; THENCE S D0004'44" W A DISTANCE OF 45.00 FEET TO THE TRUE POINT OF BEGINNING. SITUATED IN KING COUNTY, WASHINGTON AND CONTAINING APPROXIMATELY 0.05 ACRES. SCALE: 1" = 400' 1 1 42' LLl cn W Z W Q r aD 1`10 CD O In ti N ►4 100 C 30 70 5 t" 1" = 3 0' SITE DATA I. HORIZONTAL DATUM: NAD 83/91 - WASHINGTON STATE PLANE, NORTH ZONE. 2. BASIS OF POSITION: NORTH QUARTER CORNER SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. AS REPRESENTED BY MONUMENT DESCRIBED HEREON. 3. BASIS OF BEARINGS: SUBDIVISION OF THE NORTHWEST QUARTER OF SAID SECTION 10 AS DEPICTED ON THE RECORD OF SURVEY, RECORDED IN VOLUME 104 OF SURVEYS, PAGE II (RECORDING NO. 9506069001), RECORDS OF KING COUNTY, WASHINGTON. 4 VERTICAL DATUM: NAVD 88 5. BENCHMARK: KING COUNTY SURVEY CONTROL POINT #RENT1845 (AKA NORTHEAST CORNER SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.) AS DEPICTED HEREON. ELEVATION = 467.76. 6. MONUMENTATION SHOWN HEREON WAS FIELD VISITED AS NOTED. 7. TITLE ISSUES ADDRESSED HEREON HAVE USED FOR REFERENCE CHICAGO TITLE INSURANCE CO. A.L.T.A. COMMITMENT ORDER NO. 472842. 8. SPECIAL EXCEPTION NO. I FROM TITLE REPORT MENTIONED ABOVE (TRANSMISSION LINE EASEMENT) DOES NOT DISCLOSE A WIDTH FOR SAID EASEMENT. KING COUNTY MAPS, HOWEVER, SHOW A 40' EASEMENT WIDTH AND THIS ALONG WITH THE DESCRIBED CENTERLINE HAS BEEN DEPICTED HEREON. 34H 45', 0+ TRANS. BOX SURVEY — ENLARGED SITE PLAN wIU ZX W Li Y Z ZX al "X ID N.I/4 CORNER EC. 10-23-5 FND CONC. M . W/ 3" BRASS i DISK, 0.3' AB VE GRADE VISITED 1797 r 8' CHAINLINK FENCE ; 3 329.63 '_ASpyq� Pq r _ 10 =_ --- __ ------ " FIR — — -- — — — — CD v . o ' k r �N v uNi v P � 4L OD P r a CAP TYP. 2 1 0 I O k m 61.00 x /30' W O°59'04" 210 ip J� i o- NOTE: AVERAGE MAX. TREE HEIGHT = 78' VICINITY MAP - NO SCALE (MAP SOURCE - THOMAS GUIDE; PAGE 626, ) I I SR 900- I 'W IW UNDERLYING PROPERTY a I L o v SE 121h STREET - I I ) 1 � I \GN SCN00� 1 a l > NP1EN N I -� I a I❑ i J I ?It I 1" = 30' 1 2 5808 LAKE WASHINGTON BLVD. SUITE #410 KIRKLAND, WASHINGTON 98033 206- 803- 3222 DATE DATE REVISIONS N0. DATE ISSUE Al DATE SET 2 3/4/97 REV. ST NAME IN VICINITY MAP, ADD SMALL TREES IN LEASE. ADD SET LEASE CORNERS 5\ 6 of w. 4, y 16921 • �GISI'Eg�9'AASS4� 0 `V'1L LAN9 y- EXPIRES 10/24/Ad 18 0 Hugh G. Goldsmith & Associates Inc. 1215 114th Avenue SE Bellevue, RA 98004 PO Bog 3565 Bellevue, WA 98009 FAX: (206) 462-7719 TEL: (206) 462-1080 SITE NAME HIGHLANDS - HAZEN SITE NUMBER WA11140022Z-2 SITE ADDRESS 11224 138th AVENUE S.E. RENTON, WASHINGTON USA 3 0 0 x SHEET TITLE 0 r, m LU > TOPOGRAPHIC SURVEY N-. a Q e I'� �� ��-t? f o O SHEET NUMB 0 p, 0 Y O x SCALE: 1" = 30' N 0 MEI ri rA � 5808 LAKE WASHINGTON E SUITE #400 KIRKLAND, WASHINGTON 9 206-803-3222 PB ARCHITECTS 83 s. E1NG STREET, SUITE SEATTLE sEATTLE, WASHINGTON 991 (206K22-3203 (FAX)822-74 RELEASE DATE 7FE897 ZONING REVIEW SET 7MAR97 ZONING SET SITE NAME HIGH LAN DSMA2 SITE NUMBER WA0111-2 11224 138th AVENUE SE RENTON, WA 98056 U.S.A. SHEET TITLE 'LL SITE PLAN yrR1 E,19e,LAN ®EVELO OF RENTON 1N� SHEET NUMBER A-0 1PLOT rSCALE: r TEST ANTENNA NOTES: _ CABLE BRIDGE 1) EXCAVATE MIN NECESSARY TO GRUB SITE. EQUIPMENT SHELTER I I 2) USE APPROVED MATERIAL FROM FOUNDATION GPS ANTENNA EXCAVATION TO FILL AND GRADE SITE WITH CROWN AS INDICATED; COMPACT TO 90% OR, MONOPOLE — - 3) WHERE NECESSARY DUE TO SOIL SITE CONDITIONS; REMOVE UNSUITABLE MATERIAL AND REPLACE WITH -- ----- - -- - -- 4-6' OF 1-1/2' CRUSHED ROCK COMPACTED TO 90% OR ENGINEERED FILL. REVIEW WITH PROJECT MANAGER PRIOR TO PROCEEDING i Cl 4) GRADE AROUND SHELTER AS REQUIRED, SLOPE TO ALL EDGES OF SITE PERIMETER AT 2.5% MINIMUM; TYPICAL - 5) FINISH SITE AROUND PERIMETER OF STRUCTURE FENCE PER DETAILS WITH 4" OF 5/9' X 1 /4" K. CLEAN, CRUSHED ROC WITH NO FINES, APPLY OVER GRADED, COMPACTED SOIL. I I EXISTING GRADE FINISH GRADE II r--� _ ��. ' ' -9'�4 I a{ YII 1 I �i 11-17 i ?..II ( 1 L u 1 a r -- L \4 GRAVEL PER NOTES I t 1 EXISTING UNDISTURBED i I SHELTER FOUNDATION SOIL t lr MONOPOLE FTG TYPICAL SITE SECTION SCALE; 1 /4' = 1'-O" 2 I I -- -_ -- -- LEASE LINE-- -- -- -- I j GRAVEL INSIDE FENCED .AREA; SEE DTL 2, THIS SHT PCJTE U►JOEP:,:z;�,y,�. c 1�tLp — I b �� -- t.�vl}'MINT SHELTER ---• ti NOTE: i `" \ PROJECT AREA APB ROX 2,025 SQ FT t FENCED AREA APPROX 1,849 SQ FT xF T x - - -_ t — t �) w I PROPOSED 12'-0" GRAVEL J I I I W \ ACCESS DRIVE; 1 � t z (3) rOr OMNI-WHIP ANTENNAS — t w MOUNTED AT TOP OF TOWER; I ¢ CHAIN -LINK FENCE AND GATE; 1 I w Q J W _ cc) 1 x \ I i I Q I \ I I a TELCO CONNECTION POINT CABLE BRIDGE; POWER CONNECTION POINT TEST MOBILE ANTENNA, -� LOCATE ON CABLE BRIDGE; _ �— — CONCRETE STOOP; 120' MONOPOLE --�, X I I / o TOWER FOUNDATION C x t �� _3D)_____- ----D I _ W _ W TOWER ��`� ,; ` ;' _ cn Ix t -- -- ----- -- - - x C4 I PLEASE LINE - i TOWER / (2) GPS ANTENNAS, / LOCATE ON SHELTER; 2,. 7,_11„ 9,-6" 20'-T SHELTER 10 45'-0" LEASE AREA NOTES: PROPOSED PREFABRICATED EQUIPMENT SHELTER IS GOLD SEALED BY WASHINGTON STATE DEPARTMENT OF LABOR AND INDUSTRIES WARNING SIGNS AT EVERY POINT OF ACCESS TO ANTENNAS SHALL BE POSTED WITH INFORMATION ON THE EXISTENCE OF RADIO FREQUENCY RADIATION. ACCESS TO MINOR COMMUNICATION UTILITIES AND TRANSMITTING ACCESSORY N COMMUNICATION DEVICES SHALL BE RESTRICTED TO AUTHORIZED PERSONNEL ONLY. 0 4 s .6 1 ENLARGED SITE PLAN SCALE: 3/16"=1'-0" 3 w1mw XfrA- 5808 LAKE WASHINGTON BLVD. SUITE #400 KIRKLAND, WASHINGTON 98033 206-803-3222 P ARCHITECTS 83 S. KING STREET, SUITE 108 SEATTLE SEATM, WASHINGTON 98104 (206)622-3203 (EAX)622-7662 RELEASE DATE 7FEB97 I ZONING REVIEW SET 7MAR97 I ZONING SET SITE NAME HIGHLANDSMAZEN SITE NUMBER WA0111-2 FSITFADDRESS 11224 138th AVENUE SE RENTON, WA 98056 U.S.A. FSHEET TITLE SITE SECTION ENLARGED SITE PLAN Cu-- A, f) v _q7_o s e_V_. I SHEET NUMI r - I � T f� A 1 JYa Q PLOT SCALE: I NORTH FACE OF TCWER PLATFORM TO BE ORIENTED 90' TO TRUE NORTH; 90 (AZIMUTH 0' TRUE NORTH) 12'-C" TYP ANTENNA #1; (1) OMNI WHIP ANTENNA (UP) TOP OF ANTENNA #3; -1 FUTURE PANEL ANTENNA ANTENNA 576.6' �- (1) OMNI WHIP = _ EACH SIDE, A.MSLANTENNA (UP) _- _ �3� 9TOTAL ONOPOLE T M --ANTENNA #2; (1) OMNI CN WHIP ANTENNA (UP) o v AT '� 00 1. (1) FUTURE OMNI WHIP ANTENNA (DOWN) MOBATED ILE 2) G.P.S.CH (UP' ANTENNA. VERIFY LOCATION OF (1) TEST( / _ TOP OF 2. FIELD j BOTTOM OF MONOPOLE 562.5' MOUNT AMSL ' a To X 1 2'-6" OMNI ANTENNA (UP� d (3 TOTAL, u ANTENNA MOUNT PLATFORM N FOR ADDITIONAL ANTENNA INFORMATION SEE Al2 n FUTURE PANEL ANTENNAS + (9 TOTAL) - — N FUTURE OMNI ANTENNAS (DOWN) (3) TOTAL ANTENNA MOUNT PLAN SCALE 1/8" 1' 1 PREFABRICATED SHELTER NOTES 120' MONOPOLE SHELTER ELEVATIONS ARE FOR GENERAL INFORMATION ONLY. SEE SHOP DRAWINGS FOR COMPLETE DESCRIPTION AND DIMENSIONS. O SEAL ALL PENETRATIONS AND CONNECT IONS NS TO EXTERIOR , OF SHELTER WITH UV PATED SEALANT SHELTER TO BE DELIVERED TO S,TE BY MANUFACTURER. GENERAL 03 TO INSTALL PER MANUFACTURER'S FACTURER'S INSTRUCTIONS. �. CONTRACTOR III COORDINATE DELIVERY AND INSTALLATIO"I WITH PROJECT i MANAGER. J J Q G—' W W W Q 0 0 200 o - -- Mi v I C:Cjt: o i 0 CV I I �I� SCALE 1 /4" = 1" -0" 2 6'-0" HIGH CHAIN -LINK. FENCE (PORTION NOT SHOWN FOR CLARITY) TEST MOBILE ANTENNA ON CABLE BRIDGE CABLE BRIDGE PREFABRICATED EQUIPMENT SHELTER (2) GPS ANTENNAS MOUNTED ON EQUIPMENT SHELTER GPS ANTENNA DRIP STRIP LIGHT FIX-JRE — ABOVE DOOR - R HVAC UNIT - �- -- �' ?OP OF TOWER - -- - I _ FOUNDATION EL. 442.0' 00 LINE OF FINISHED FLOOR i TOP OF SLAB `` FINISHED SR p 4 8 16 0 4 8 16 SCALE 1 /5' - 1 °-o" 5 SCALE: 1 /8" - -c" 4 WEST ELEVATION 7 NinPTI,4 171 NATION -- AN ANNow A(FXj AW 5808 LAKE WASHINGTON BLVD. SUITE #400 KIRKLAND, WASHINGTON 98033 206-803-3222 PB ARCHITECTS 83 S. [GNG STREET, SUITE 106 SEATTLE. WASHINGTON 98104 SEATTLE (206)622-3203 (FAX)622-7652 RELEASE DATE 7FEB97 I ZONING REVIEW SET 7MAR97 I ZONING SET SITE NAME HIGHLANDSMAZEN SITE NUMBER WA0111-2 SITE ADDRESS 11224 138th AVENUE SE RENTON, WA 98056 U.S.A. SHEET TITLE EXTERIOR ELEVATIONS, ANTENNA MOUNT PLAN SHEET NUMBER A ` a PLOT SCALE.•,' C' ' LEGEND: CU COPPER TYR. TYPICAL C.O. CONDUIT ONLY DISCONNECT SWITCH GROUND ROD O METER BASE O JUNCTION BOX 0 SPECIAL RECEPTACLE, AS NOTED - ��— SWITCH 0 FUSE NOTES: O.H. OVERHEAD O.C. ON CENTER G.A. GAUGE O.D: OUTSIDE DIAMETER MIN. MINIMUM CONT. CONTINUATION EXIST. EXISTING WP WEATHERPROOF -{ _l SURGE ARRESTOR PUD PUBLIC UTILITY DISTRICT 1. INSTALLATION 01 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. S651-401, I.C.E.A. P81-570, & LOCAL ELECTRICAL UTILITY COMPANY. 2. PROVIDE A METER BASE PER LOCAL UTILITY STANDARDS. MOUNT ON SIDE OF OWNER FURNISHED EQUIPMENT SHELTER. 3. UNDERGROUND CONDUIT SHALL BE RIGID POLYVINYL CHLORIDE CONDUIT: SCHEDULE 40, TYPE 1, CONFORMING TO UL ARTICLE 651: WESTERN PLASTICS OR CARLON MANUFACTURER. COUPLINGS SHALL BE SLIP-ON, SOLVENT SEALED T PIPE: SOLVENT, WESTERN TYPE COMPATIBLE WITH PVC DUCT. ALL BENDS SHALL BE "WIDE SWEEP" TYPE WITH A 24" MINIMUM RADIUS. ALL CONDUIT UNDER ROADS SHALL BE RGS, (OR PVC ENCASED IN 8%18" RED CONCRETE DUCTBANK). 4. CONDUIT USED INDOORS SHALL BE E.M.T., AND RIGID GALVANIZED STEEL FOR OUTDOORS. COUPLINGS SHALL BE RIGID STEEL AND COMPRESSION TYPE FOR E.M.T. SET SCREW FITTINGS ARE NOT PERMITTED. FOR ALL STUBS -UPS, USE RIGID GALVANIZED STEEL CONDUIT. 5. WIRE AND CABLE SHALL BE OF THE TYPE AND SIZE AS REQUIRED BY NEC. THERE WILL BE NO SPLICES ALLOWED. PROVIDE HDPE PULLING HAND HOLES AS NEEDED. 6. CONTRACTOR SHALL PROVIDE TEST OF THE GROUNDING SYSTEM BY CERTIFIED TESTING AGENT. PROVIDE INDEPENDENT TEST RESULTS TO THE PROJECT MANAGER FOR REVIEW. GROUNDING SYSTEM RESISTANCE TO GROUND SHALL NOT EXCEED 5 OHMS. ALL ABOVE GRADE INTERIOR GROUNDING CONNECTORS SHALL BE DOUBLE -LUG COMPRESSION TYPE. ALL BELOW GRADE AND EXPOSED EXTERIOR GROUNDING CONNECTIONS TO PERMANENT EQUIPMENT AND FIXED BUILDING ELEMENTS SHALL BE CADWELD TYPE. CARE SHALL BE TAKEN TO REVIEW CONNECTION LOCATIONS AND MATERIAL TYPES TO AVOID POSSIBLE GALVANIC CORROSION. ALL EXPOSED GROUNDING CONNECTIONS TO BE COATED WITH ANTI -CORROSIVE AGENT SUCH AS "NO-OXY, "NOALOX' OR "PENETROX'. VERIFY PRODUCT WITH PROJECT MANAGER. ALL BOLTS, WASHERS AND NUTS USED ON GROUNDING CONNECTIONS SHALL BE STAINLESS STEEL. 7. ALL EXTERIOR GROUND BARS SHALL BE COATED WITH ANTI -CORROSIVE AGENT SUCH AS LPS-3 OR AS PER NOTE 6 ABOVE. B. ALL JUNCTION AND OUTLET BOXES TO BE LABELED WITH KROY TAPE, OR EQUAL, DESIGNATING ALL CIRCUIT NUMBERS CONTAINED IN EACH BOX. 9. MOUNT OWNER SUPPLIED SURGE ARRESTOR NEXT TO PANEL DP. PROVIDE ALL REQUIRED POWER AND ALARM CONDUIT/WIRE PER SHELTER DRAWINGS. 10. CONTRACTOR SHALL COORDINATE WITH SITE SURVEY TO LOCATE EXISTING UNDERGROUND UTILITIES. WHEREVER POTENTIAL CONFLICTS/ INTERFERENCES EXIST, HAND EXCAVATE TO AVOID DAMAGE. CONTACT ALL UTILITIES TO LOCATE UNDERGROUND PIPING IN PUBLIC R.O.W. 11. VERIFY THAT A.I.C. OF THE UTILITY DOES NOT EXCEED THE A.I.C. RATING OF THE PROVIDED EQUIPMENT SHELTER PACKAGE. IF OVER 1OKAIC, PROVIDE FUSIBLE SERVICE ENTRANCE SWITCH AND CONFIRM LOWERING OF AIC TO ACCEPTABLE LEVELS. GENERAL ELECTRICAL NOTES SEE SITE PLAN THIS SHEET FOR OVERALL LAYOUT OF OVERHEAD ELECTRIC AND TELEPHONE SERVICE, F:----OHP P— OHP OHP ON CONTRACTOR SHALL PROVIDE WEATHERHEAD AT END OF CONDUIT AS REQUIRED PER LOCAL UTILITY COMPANY. 3# 4/0 IN 4" 0 RGS CONDUIT, — VERIFY HEIGHT AND ATTACHMENT TO POLE WITH LOCAL UTILITY REQUIREMENTS UTILITY POLE; NEW OR EXISTING AS INDICATED ON PLAN AND AS REQUIRED BY LOCAL UTILITY COMPANY CONTRACTOR SHALL PROVIDE WEATHER TIGHT CAP FOR 4" DIA. PVC STUB UP EQUIPMENT SHELTER — LOAD CALCULATION COMMUNICATIONS SHELTER LOAD CALCULATION TOTAL W = (125%) CONT + NON-CONT WATTS AVAILABLE: 14850W TOTAL W = 2355OW I TOTAL A = TOTAL W/240 AMPS AVAILABLE: 61.9A TOTAL A = 98.12A MAIN FEEDER WIRE SIZE: 3/0 MAIN BREAKER SIZE: 200A CALL BEFORE YOU DIG!! POLE MOUNTED TRANSFORMER BY CONTRACTOR BY SHELTER MFR. f— _ J NOTE: CONTRACTOR TO PROVIDE HOOKUP OF EMERGENCY AND SHELTER LIGHTS AS REQUIRED OUTLINE OF EQUIPMENT BUILDING i NOTE: ALL UNDERGROUND CONDUIT BENDS '1 TO TRANSFORMER TO HAVE MIN 24" BEND RADIUS ELECTRIC SERVICE METER ENCLOSURE; SUPPLIED AND INSTALLED BY CONTRACTOR PER LOCAL UTILITY CO. REQUIREMENTS f POWER CONNECTION; SEE SHELTER SHOP DRAWINGS 3-#4/0, 2-1/2"o RGS CONDUIT STUB -UP; SUPPLIED AND INSTALLED BY CONTRACTOR ELECTRIC SERVICE GROUND CONDUCTOR IN UTILITY -APPROVED J-BOX 3/4"m PVC; SUPPLIED AND INSTALLED BY CONTRACTOR; SEE ALSO SHEET E-2 200 AMP EMERGENCY" GENERATOR RECEPTACLE SEE SHELTER SHOP DRAWINGS INTERIOR ELECT EQUIP (BY SHELTER MFR) 4"C PVC CONDUIT SCHED 40 STUB -UP; TELCO CONNECTION; SEE SHELTER SHOP DRAWINGS SUPPLIED AND INSTALLED BY CONTRACTOR SERVICE GROUND ROD PER LOCAL UTILITY CO. FINISH GRADE �, SEE ALSO SHEET E-2 i EXISTING UTILITY POLE PROPOSED UNDERGROUND ROUTE OF --- _. _ - -- - - - POWER AND TELCO iI PROP RLL LINE _ N88 39_03" W 287.62' ~--_--La5LYLNT LINE i I — — — — � _ --- EASEMENT LINE — � — ! I ------------- ---- -------------------+ -------- — — — — — — — — — — l I J — — _ — EASEMENT LINE I I , PROPOSED ONDERGROUND ROUTE OF I I POWER ANDI TEL EXISTING EQUIP M T SHELTER I I I t � I � I� TELCO CONNEICTIOJ POINT POWER CONN(CTIOIII POINT I I �v I I I , I �z " I - .- - -_- -- __---------------- J �Q; NOTE: SITE PLAN IS A DIAGGRAMATIC REPRESENTATION ONLY, DO NOT SCALE. VERIFY LOCATIONS o 1s 30 N.T.S. 1 8 ELECTRICAL PLAN 4" o RGS CONDUIT, AND 99 BEND, SUPPLIED -��, ----- ---- ---------------- - %' 4'o RGS CONDUIT 90' BEND, AND INSTALLED BY ELECTRICAL CONTRACTOR----------------------------------�� SUPPLIED AND INSTALLED BY ELECTRICAL CONTRACTOR -�"`--------- ------------� _____-_--___--______---_____-- __- 4"0 RGS CONDUIT 90' BEND; SUPPLIED 4'� RGS CONDUIT, 90' BEND; SUPPLIED-- ---� ---� AND INSTALLED BY CONTRACTOR \ AND INSTALLED BY CONTRACTOR NEW UNDERGROUND ELECTRIC SERVICE MIN. 4"O RGS NEW UNDERGROUND TELEPHONE SERVICE MIN. 4"o PVC CONDUIT CONDUIT - LOCATE U PER TRENCH DETAIL. PROVIDE CONDUCTORS SEE UTILITY TRENCH DETAIL SCHED 40 - LOCATE PER TRENCH DETAIL. PROVIDE FULL LENGTH PULL OR FULL LENGTH PULL ROPE IN CONDUIT AS REQUIRED PER 15, THIS SHEET ROPE IN CONDUIT. VERIFY WITH LOCAL TELEPHONE CO. REQUIREMENTS LOCAL UTILITY CO. (SUPPLIED AND INSTALLED BY CONTRACTOR) (SUPPLIED AND INSTALLED BY CONTRACTOR). POWER RISER DIAGRAM N.T.S. 1 9 METER BASE, (BY .ONTRACTOR) 2 1/2" C, 3#4/0 UTILITY APPROVED J-BOX 4" C, 3#4/0 TEL. CABLE BY UTILITY 4"C WITH PULL STRING (200 LB) TO UTILITY CONNECTIONS SEE E-9 1 i I /--ELECTRICAL SERVICE ------ ENTRANCE I1-1 /4" C, I 4-#4 u[ - < I I (SEE NOTE 9, ABOVE) — TELCO SERVICE ENTRANCE L, --- EQUIPMENT WITHIN DASHED AREA IS PART OF THE EQUIPMENT SHELTER PACKAGE (NIC) EXCEPT AS NOTED I .- N T 60 SCALE: 1" — 30' 0" 114 1 FINISH GRADE ---WARNING TAPE I QZ = -——— — — — UN EXCAVATED EARTH -- I< < -� COMPACTED FILL - 80% ckf Ir I I u u O - — ELECTRICAL CONDUIT(S); v 470 MIN, SCHEDULE 1.0 w w 40, OR AS 1 �' It ' SHOWN ON PLAN NOTE: ONE -LINE DIAGRAM SHOWN IS FOR DESIGN INTENT ONLY. VERIFY ALL REQUIREMENTS WITH PROJECT MANAGER AND LOCAL UTILITY AUTHORITY PRIOR TO PROCEEDING WITH WORK. N.T.S. 112 - TELEPHONE CONDUIT; ++ I T 4"O MIN, SCHEDULE 40, I OR AS SHOWN ON PLAN 12" MIN -- '- L T CLEAR NOTES: 1. EXCAVATE TO REQUIRED DEPTH 2. VERIFY ALL TRENCHING REQUIREMENTS PER LOCAL UTILITIES. 3. CALL BEFORE YOU DIG!!! TRENCH DETAIL — — COMPACTED SAND N.T.S. 115 SAW (ASM" A��r 5808 LAKE WASHINGTON BLVD. SUITE #400 KIRKLAND, WASHINGTON 98033 206-803-3222 PB ARCHITECTS 83 S. E3NG STREET, SUITE 106 SEATTLE SEATTLE, WASHINGTON 98104 (206)622-3203 (FAX)622-7652 RELEASE DATE 7FEB97 ZONING REVIEW SET 7MAR97 ZONING SET SITE NAME HIGHLANDS/HAZEN SITE NUMBER WA0111-2 SITE ADDRESS 11224 138th AVENUE SE RENTON, WA 98056 U.S.A. SHEET TITLE ELECTRICAL PLAN POWER RISER ELEC NOTESDETAILS SHEET NUMB z �o� E-1 �o o��� PLOT SCALE: 0 e I y UNION (TYP.) 3" CLEARANCE TO METER 4" PERF. ADS TO - DRAIN OR DAYLIGHT LOCKING JUMBO VALVE BOX INSTALLS" ABOVE FINISH GRADE �i� 11=111 �1�1111=11 1=111=1 111=111= 12 16 ,11 CLEARANCE SLEEVE WITH LOCKING CAP 1 3/4" MANUAL DRAIN VALVE 4aunl�� DRAIN KEY SHALL BE PROVIDED TO OWNER. AFTER TESTING & APPROVAL REMOVE TEST COCKS FROM BACKFLOW PREVENTION DEVICE. AND INSTALL PIPE PLUGS. TO SYSTEM FILTER FABRIC END CAP 7/8" MINUS GRAVEL 12" MINIMUM BACKFLOW PREVENTION DEVICE DETAIL N TS FINISH GRADE POP-UP SPRINKLER HEAD PVC NIPPLE (LENGTH AS REQUIRED.) MARLEX SCHEDULE 40 STREET ELLS 12" PVC NIPPLE TEE OR ELL LATERAL---,'Z LATERAL 3" PVC NIPPLE MARLEX SCHEDULE 40 STREET ELLS i 12" PVC NIPPLE SPRINKLER HEAD OR UICK COUPLING VALVE IMPULSE OR ROTARY TYPE.) PLAN ADJUSTABLE RISER DETAIL N TS rr)MTPAI UADC 1AATu DR, BEL (NG 01-nL m Vl1LVC OVA) REMOTE CONTROL VALVE DETAIL 1/AI \m" nflV A\1r% FINISHED GRADE VALVE KEY -_ ,--LOCKING VALVE CAP J I �-8" ID CONCRETE BELL PIPE N--------- - - - - -- ----------------- Y�� c14 4" PVC VALVE PROTECTIVE SLEEVE DRAIN ROCK PVC NIPPLE VALVE KEY KEY HEAD MAIN LINE BEDDING SAND - GATE VALVE RESTRAIN TO TEE -- GATE VALVE DETAIL 4 NTS N TS )L VALVE LEED JION /ALVE BEDDING SAND PVC MAIN LINE PVC TEE LEGEND SYM DESCRIPTION TYPE PSI GPM RAD. SPRAYHEAD SYSTEM 1800-SAM-PRS-150 12" HIGH POP, QUARTER CIRCLE 30 0.93 15' 1800-SAM-PRS-15H 12" HIGH POP, HALF CIRCLE 30 1.85 15' 1800-SAM-PRS-15TQ 12" HIGH POP, 3 QUARTER CIRCLE 30 2.78 15' AUTOMATIC CONTROL VALVE RAINBIRD PEB SERIES GATE VALVE BACKFLOW PREVENTION ASSEMBLY FEBCO 1 1 /2" 805Y DOUBLE CHECK VALVE MISCELLANEOUS CONTROLLER (LOCATE IN SHED) - RAINBIRD - ISA304 - 4 STATION ® METER 1 1 /2" AS REQUIRED BY CITY NOTES: A DRAIN VALVE 1. THE IRRIGATION DIESIGN IS DIAGRAMATIC; EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND IS TO BE INSTALLED WITHIN PLANTED AREAS WHENEVER FEASIBLE. PIPE ALL VALVES AND VALVE BOXES TO BE INSTALLED IN PLANTED AREAS. 2. THE IRRIGATION SYSTEM IS BASED ON THE MINIMUM PRESSURE SHOWN ON THE PLAN. LATERAL, CLASS 200 PVC, SIZE AS NOTED VERIFY STATIC WATER PRESSURE PRIOR TO CONSTRUCTION OF THE IRRIGATION SYSTEM AND REPORT ANY DIFFERENCES IN PRESSURE TO THE OWNER. MAINLINE, SCH.40 PVC, 1 1/4" 3. INSTALL ALL PIPING UNDER PAVED AREAS PRIOR TO PAVING, PROVIDE SLEEVES UNDER ALL -----_-_- IRRIGATION SLEEVE, 3" SCH.40 PVC PAVING FOR MAIN LINES, LATERAL LINES AND CONTROL WIRES. CONTROL WIRE SLEEVE, 1" SCH.80 PVC 4. VERIFY FINAL LOCATION OF CONTROLLER WITH THE OWNER PRIOR TO INSTALLATION. 5. FLUSH ALL LINES AND ADJUST ALL HEADS FOR MAXIMUM PERFORMANCE AND TO PREVENT VALVE CALLOUT OVERSPRAY ONTO WALK, DRIVES AND BUILDINGS AS MUCH AS POSSIBLE. THROTTLE VALVES SLIGHTLY TO OBTAIN OPTIMUM OPERATING PRESSURE. Al VALVE # 6. VERIFY CONDITIONS IN THE FIELD BEFORE BEGINNING WORK. BRING TO THE ATTENTION OF 5.0 GPM THE OWNER ANY DIVERSE CONDITIONS THAT WILL AFFECT THE IRRIGATION SYSTEM. 3/4" VALVE SIZE 7. CONTRACTOR TO PROVIDE AS -BUILT DRAWINGS WITH ACCURATE DEMENSIONS TO ALL IRRIGATION EQUIPMENT. (INCLUDING DEPTH OF BURIED PIPE AND WIRES). f I -- - -x X x- x -x�-- ------------ - IRRIGATION MAINLINE `r I S y { � e r f � I TOWER ENLARGED SITE PLAN p sLEEv�c DRIVE B 25.0 APPROXIMATELY 132 FEET TO METER (TO BE INSTALLED BY CITY, PAID FOR BY CONTRACTOR), AND POINT OF CONNECTION AT 12" CITY WATER MAIN WITH 54.6 PSI LOCATED ON NE 12TH ST. A Qo 24.0 1.5" REMOTE CONTROL VALVE / N SCALE: 1IY' = 1'-C' 3 AV AW A �r�r AfAEI'"5808 LAKE WASHINGTON BLVD. SUITE #400 K►RKLAND, WASHINGTON 98033 206-803-3222 a Q HINGTON RAISTELAT JAMS RENNAN CERTIFICATE NO. 453 r Ufa Alm p E31 ARCHITECTS 63 S. KING STREET, SUITE 106 SEATTLE sEATTLE, WASHINGTON 98104 (206)622-3203 (PAX)622-7662 SITE NAME HIGHLANDS/HAZEN SITE NUMBER WA0111-2 SITE ADDRESS 11224 138th AVENUE SE RENTON, WA 98056 U.S.A.' SHEET TITLE IRRIGATION PLAN, AND DETAILS SHEET NUMBER lb r L-2y� s� PLOTTED SCALE: 1:1 Q