Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Plans
„..... J442'- Ol ac j / / /�� % , . r in t • _ _ _ _ _ .. Sprint BUILDING D Sprint PCS . . EivEr / 4683 CHABOT DRIVE, SUITE 100 PLEASANTON, CA 94588 / ii DEC 2 2004 .,,_-PROJECT INFORMATION: j / � ! i ' '! O TIGA r HWY 99/ GMRDE ST P063XCOO2A � r I •.. HIGHWAY W /J.1‘..... 1 3680 5 W PACIFIC C HWAY (99 ) Sprint ` P CS SM WASHINGTON , OR 97223 W ASHINGTON COUNTY I - CURRENT ISSUE DATE: 04/21/2004 O UTDOOR • EQUIPMENT AND ANTENNAS . . CO ISSUED FOR: X N STRUCTION P063Xd002A -R =� • T RIPTIeN :1'— HWY 99 / GAARDE STREET n 04/09/2004 ISSUED D REVI FOR 90R CEW III A 04/21/2004 SUED FOR 1 III 3680 SW PACIFIC HIGHWAY (99W) IS W) ._ GONSTRDGTIDN ■ . TIGARD, OR 97223 ■ � ■ WASHINGTON COUNTY • ■ ■� ■ =PLANS PREPARED BY: POWER CONTACT TELEPHONE CONTACT THE PROJECT CONSISTS, C' THE INSTALLATION AND OPERATION OF SHEET DESCRIPTION REV. • BUILDING CODE: OREGON BUILDING CODE 1997 PORTLAND GENERAL ELECTRIC VERIZON ANTENNAS AND ASSOCIATED EQUIPMENT CABINETS FOR SPRINT SPECTRUM'S PERSONAL COMMUNICATION SERVICES (PCS) WIRELESS TI TITLE SHEET I • 1- 800 - 542 -8818 1- 800 -483 -5100 TELECOMMUNICATIONS NETWORK. A TOTAL OF (3) SECTORS W/ (1) ALL WORK IS TO COMPLY WITH THE OREGON S ANTENNAS PER SECTOR, (3) ANTENNAS TOTAL MOUNTED TO AN EXISTING BUILDING CODE, AMENDMENTS AND STANDARDS POWER & TELCO CONTACTS 1 00' -0' MONOPOLE. PROPOSED SPRINT PCS EQUIPMENT CABINETS WILL T2 GENERAL NOTES, ANTENNA AND CABLE SCHEDULE I M • I I • INCLUDING THE FOLLOWING CODES: BE LOCATED IN LEASE AREA AT BASE OF EXISTING MONOPOLE AND ARE ■ ■ I I ENCLOSED BY A PROPOSED 6' -0 HIGH C.L. SECURITY FENCE. LS1 TOPOGRAPHIC SURVEY 0 Architects _ Engineers, P.C. THE 7997: UNIFORM BLDG CODE STANDARDS AND AMENDMENTS; G /// PRO JECT DESCRIPTION Al SITE PLAN I ■. I I I L46/f 2 p�fA98LL K UNIFORM MECHANICAL CODE STANDARDS AND AMENDMENTS: UNIFORM 'ill l�J� av �j e i ( RCNE: (425) 670 -8651 FIRE CODE STANDARDS AND AMENDMENTS; AND UNIFORM PLUMBING I ` AZ ENLARGED SITE PLAN, EQUIPMENT PLAN AND ANTENNA LAYOUT I KDC r ( 48 ) 712 - 0&8 ”" /� CODE STANDARDS AND AMENDMENTS. j a �!ti p� _ 1 1 I. aA "�� A3 SITE ELEVATIONS AND SITE PERSPECTIVE I ONSULTANT•� N. A4 EQUIPMENT ELEVATIONS 1 WHERE THERE IS A CONFLICT BETWEEN CODES, AN EARLIER NAMED % APPLICANT /LESSEE N. SPRINT PCS A A RC ,/�/ i � CODE TAKES PRECEDENCE OF A LATER NAMED CODE. ~ 4683 CHABOT DRIVE. SUITE 100 1 d k `\ !!> c IMPLEMENTATION CA 94588 Duals 1 �' A5 Willi v ION ENGINEER: 9 488 - 73N �, IN ANY SPECIFIC CASE ON CONFLICTS BETWEEN SECTIONS OF -' _ IMPLEMENTAT PHONE: 925 - 468-7325 A8 DETAILS t ANY CODE REGUARDING MATERIALS, METHODS OF CONSTRUCTION, % ,:�lFC � G J ' 4 SITE ACQUISITION /LAND USE OR OTHER REQUIREMENTS, THE MOST REST SHALL / v y _' ^1 % � ,• I [ I (.4\ ` 1 /r- STARBRIDGE Z CAMELBACK COMMUNICATIONS [.( `E [ I 1 GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL / g ~ _ • l EAST REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC J / V' - - � PHOEN IX, A 85018 R OAD, KEV IN A7 DETAILS 1 71 ` 0. ' fa LAND -US SUITE 225 MARTIN A8 KEYSTONE WALL DET AILS AND NOTES 1 L1 • LANDSCAPE P LAN AND NOTES 1 REQUIREMENT SHALL GOVERN. , - � r PHONE: 503 -358 - 4424 , �;;,,:. :Y H AP ..,�, d �� ' _' ; I p 1 � PROPERTY INFORMATION E1 POW /TEL CABLE ROUTING, ELECTRICAL ONE -LWE. AND PEL SCHEDULE 1 y� �^ N 07, •, • t SITE TYPE: CO- LOCATION �f OWNER: TIGARD LODGE NO 207 E2 GROUNDING LAYOUT, SCHEMATIC. NOTES. AND DETAILS - 1 d- R SPFCIAI INSPECTION AND TESTING (AS RFOUIRFD) _ s ---< - .O. BOX 230184 REQUIRED SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN , .. - rP PORTLAND, OR 97281 E3 STUB-UP LAYOUT, AND DETAILS 1 INDEPENDENT SPECIAL INSPECTOR PER SECTION 1701 OF THE � CONTACT: RICH MAR � UNIFORM BUILDING CODE (UBC) FOR THE FOLLOWING: 503- 625 -a094 I ( ) r ! ZONING: CG (GENERAL COMMERCIAL) OF O 1 A. CONCRETE: DURING THE TAKING OF CONCRETE TEST SPECIMENS I 7 / f� ' � ZONING JURISDICTION: CITY OF TIGARO CONCRETE, AND PLACING STRUCTURAL REINFORCING AND ,.. :_ i � ! , ` IJ I ISSUED FOR: , STRUCTURAL VERFY REINFORCING SIZE, PLACEMENT AND GRADE. 7' AREA OF CONSTRUCTION: 450 SF SHEET INDEX CONSTRUCTION B. BOLTS, AND ANCHORS IN CONCRETE HOLD -DOWN ANCHOR BOLTS, VICINITY MAP 9 ' 7 TAX ACCOUNT: N/A INSPECT SIZE. LENGTH, TYPE (EXPANSION, EPDXY) AND SPACING _ HANDICAP REQUIRE:fENTS: FACILITY IS UNMANNED AND NOT FOR _SHEET TITLE: C. WELDING VISUAL INSPECTION OF ALL STRUCTURAL FIELD WELDING HUMAN HABITATION. HANDICAPPED - ACCESS NOT REQUIRED. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THEIR ARCHITECT: • • • REPORT TO THE BUILDING OFFICIAL OWNER, ARCHITECT /ENGINEER, FROM PORTLAND INTERNATIONAL AIRPORT SUMMARY KDC ARCHITECTS ENGINEERS P.C. AND CONTRACTOR. 4630 200TH STREET SW, SUITE gK T ITLE SHEET Merge onto 1 -205 [East Portland Fwy] (South) LYNNWOOD, WA 98036 Turn oft onto RompMerge onto 1 -84 [US -30] (West) CONTACT: ERIC CAMP Turn off onto RompMerge onto I - (South) PHONE: 425- 670 -8651 FAX: 425 -712 -0846 At 1 -5 Exit 294, turn oft onto RompMerge onto SR -99 [SW Borate Bwd] (West) DO NOT SCALE DRAWINGS - ELECTRICAL ENGINEER: Arrive 13680 SW Pacific Hwy, Portland, OR 97223 =SHEET NUMBER: REVISION: CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND KDC ARCHITECTS ENGINEERS P.C. CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE 4630 200TH STREET SW. SURE gK ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH LYNNWOOD, WA 98036 THE WORK OR BE RESPONSIBLE FOR SAME. CONTACT: ERIC CAMP J T1 SEE SHEET A -I FOR ADDITIONAL CONSTRUCTION NOTES. PHONE: 425- 670 -8651 FAX: 425 -712 -0846 1 CODE BLOCK DRIVING DIRECTIONS GENERAL CONTRACTOR NOTES PROJECT TEAM -. - 124059 • SPRINT PCS SITE NAME: HWY 99/ GARDE ST SPRINT PCS SITE NAME: HWY 99/ GAAROE ST PROJECT MATERIALS UST. SITE B: P063XCOO2A PROJECT MATERIALS UST SITE A: P063XC002A ' • 0 ITEM /DESCRIPIION. MANUFACTURER YODEL OR PART ,( 'Ott. UNITS FURNISHED BY ' ITEM /OESCRIPTION MANUFACTURER MODEL OR PART 1 - Ott. UNITS FURNISHED BY ' - ANIENNAS /5' DRECTIOIAL PANEL ANTENNA EMS RR65- 18- OWL? 4 El SPRINT COPPER 0ONDUCTOR /I2 AWC SOLID TINNED HARM? 2T N/A LF. CONTRACTOR ANTENNAS /S' DIRECTIONAL PANEL ANTENNA EMS RR90- 17- 020PL2 2 EA SPRINI COPPER INSULATED 12 STRANDED HARDER 2/0196 300 LF. CONTRACTOR GENERAL CONSTRUCTOR NOTES: ANTENNAS/5' DRECTIONAL PANEL ANTENNA N/A N/A N/A EA. SPRINT ANTENNAS /CPS ,N /A N/A N/A EA SPRINT GROUND BUS BAR/ 1/4 %4X6 HARDER G811446SPRPCSM N/A EA CONTRACTOR HARDER MOUNT i VALMONT -- 3 G CONTRACTOR GROUND BUS BAR/ 1/4 %4X12' HGCq IC81144125PR UPPO5 10 EA. CONTRACTOR I. THE FALLEN IS AN UNOCCUPIED DIGITAL TELECOMMUNICATION FAClltt 12. TAY BE REQUIRED IRED TO LA SHOW END RESULT OF ON .NOR CH ANTENNA MOUNTS /MONOPOLE LOU MODIFICATIONS Sprint PCS NAY BE REQUIRED TO SLAT JOB OIUEN510N5 OR CONDITIONS. AND SUCH ANTENNA MOUNTS /TOWER MOUNT TONER MFR. -- N/A EA CONTRACTOR GROUND BUS BAR/ I/4 %4X20' WITH 24 TAIL BGII44245PRTP N/A EA. CONTRACTOR 2. PLANS ARE NOT TO BE NOTED AND ARE N IlE NO TO SHALL A INCLUDE MODIFICATIONS SHALL BE INCLUDED A5 PART OF THE WORK. ANTENNA YOUNIS/WALL MOUNT N/A -- N/A EA CONTRACTOR OUTLINE ONLY, UNLESS NOTED OTHERWISE. THE WORK SHALL INCLUD 4683 CHABOT DRIVE, SUITE 100 FURNISHING LATERALS, EQUIPMENT, APPURTENANCES AND LABOR NECESSARY I}. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS 10 PROTECT EXISTING PLEASANTON, CA 94588 ANTENNA MOUNTS /OHM WHIP CONTRACTOR /SHOP -- N/A EA CONTRACTOR GROUNDING KITS FOR I/2 COAXIAL CABLE (CAPS) ANDREWS CORP SGU10B4 2 EA SPRINT 10 COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. IMPROVEMENTS, PAVING, CURBS. VEGETATION, GALVANIZED SURFACES, ETC., ANTENNA MOUNTS /CAPS MOUNTING PATE & PIPE N/A -- N/A EA CONTRACTOR GROUNDING KITS FOR 7/8' COAXIAL CABLE CABLEWAVE 916199 N/A EA. SPRINT PAD UPON COMPLETION OF WORK REPAIR ANY DAMAGE THAT OCCURRED DURING GROUNDING KITS FOR I -1/4 COAXAL CABLE ANDREWS CORP 243400 -19 12 EA. SPRINT 3. PRIOR TO THE SUBUISSION OF BIDS. THE CONTRACTORS SHALL VISIT THE JOB CONSTRUCTION ID THE SATISFACTION OF SPRINT. = PROJECT INFORMATION: CABINET /LARGE ANTENNA CABLE COVER ASSEMBLY (AEG) LUCENT -- N/A EA -- GROUNDING KITS FOR 1 -5/8' COAXAL CABLE CABLEWAVE 915201 N/A EA SPRINT SITE AND BE RESPONSIBLE FOR ALL CONTRACT DOCUMENTS. FIELD CONDITIONS _ CABINET /COMPACT ANTENNA CABLE COVER ASSY (ACCA) LUCENT -- 1 EA SPRINT GROUNDING KITS FOR 2 -I/4" COAXAL CABLE CABLEWAVE 916202 N/A EA SPRINT AND DIMENSIONS, AND CONFIRMING BAT THE WORK MAY BE ACCOMPLISHED IA KEEP GENERAL AREA CLEAN, HAZARD FREE, ANTI DISPOSE OF ALL DIRT, DEBRIS, CABINET /POWER CABINET (PWR) LUCENT -- 1 EA SPRINT AS SHOWN PRIOR 10 PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS REIWNING ON THE PROPERTY. H YtF ,/�/ ' �/ �/ �/ o0 / GAAR D E ST ARE TO BE BROUGHT TO THE ATTENTION OF THE IMPLEMENTATION ENGINEER CABINET / PRIMARY RADIO CABINET (PRE) LUCENT -- 1 EA SPRINT GROUND ROD/ 5/811X10' LONG COPPER CLAD HARDER 5810 N/A EA. CONTRACTOR / CNONEER PRIOR TO PROCEEDING WITH THE WORK. LAVE PREMISES IN CLEAN CONDMON AND FREE FROM PANT SPOTS. OUST OR AND ARCHITECT P063XC002A CABINET /GROWTH RADIO CABINET f I (GI) LUCENT -- N/A EA SPRINT SMUDGES OF ANY NATURE CABINET /GROWTH RADIO CARNET 12 (02) LUCENT -- N/A EA. SPRINT GROUND INSPECTION WELL (10 DEEP) HARDER 360PS N/A EA. CONTRACTOR 4, DIE CONTRACTOR SHALL RECENE. IN WRITING, AUTHORIZATION TO PROCEED 13680 SW PACIFIC HIGHWAY (99W) CABINET /BACK -UP POWER CABINET (B /U) LUCENT -- I EA SPRINT GROUND INSPECTION WELL (101042' DEEP) HARGER 360P -42 N/A EA. CONTRACTOR BEFORE STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED OR IDENTIFIED 15. REPRESENTATIONS OF TRUE EARTH. OTHER THAN THOSE FOUND ON IRE PLOT TIGARD, OR 97223 CABINET /ADM POWER PROTECTION CABINET (PPC) NORTHERN TECH. -- I EA SPRINT BY THE CONTRACT OOCUNENTS. OF SURVEY DRAWING (SHEET L51). SHALL NOT BE USED TO IDENTIFY OR ESTABLISH HOSTING GRIP FOR 1/2• COAXIAL CABLE HANGER 910]0] N/A E0. CONTRACTOR THE BEARING OF TRUE NORTH AT THE SITE THE CONTRACTOR SHALL RELY SOLELY WASHINGTON COUNTY EQUIPMENT MOUNTING SKID (PER PAW) CONTRACTOR/SHOP PER RAN I E& SPRINT HOISTING GRIP FOR 7 /B COAXIAL CABLE LARGER 910307 N/A FA CONTRACTOR 5. CONTRACTOR SHALL CONTACT USA BEFORE PROCEEDING WITH ANY EXCAVATION. ON THE PLOT OF SURVEY DRAWING AND ANY SURVEYOR'S MARKINGS AT THE SITE FOR EQUIPMENT MOUNTING PLATFORM (PER PLAN) CONTRACTOR/SHOP PER PLAN N/A EA. CONTRACTOR HOISTING GRIP FOR 1 -1 4' COAXIA. CABLE MICROFLECT 817315 _ 6 EA. CONTRACTOR SIR WORK OR CONSTRUCTION. THE ESTABLISHMENT O ROCEED OF TRUE NORTH AND SHALL C NOWT THE S FOUNDfBETWEEN CURRENT ISSUE DATE: / PRONE 10 PROCEEDING WITH THE WORK IF ANY OISEREPANCY 6 FOUND BETWEEN HOSTING GRIP FOR I -5/8 COAXAL CABLE FORGER 910311 N/A EA CONTRACTOR I 6 THE CONTRACTOR SHILL INSTALL ALL EQUIPMENT AND LATERALS N ACCORDANCE THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND THE TRUE NORTH 04/21/2004 CABLE TRAY WITH COVER/if WIDTH CONTRACTOR . N/A L.F. CONTRACTOR HOISTING GRIP FOR 2 -I/4" COAXIAL CABLE HARDER 914988 N/A EA CONTRACTON WITH MANUFACTURER'S RECOUMFNDAiIDNS UNLESS SPECIFICALLY WOGIED ORIENTATION AS DEPICTED ON THE CNL SURVEY. THE CONTRACTOR SHALL ASSUME CABLE TRAY NOR COVER /18 WIDTH CONTRACTOR . N/A LF. CONTRACTOR OTHERWISE OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. SOLE LABILITY FOR ANY FAILURE TO NOTIFY THE ARCHITECT /ENGNEER. CABLE LADDER /12' WIDTH NEWTON 2093 -6 N/A L.F. CONTRACTOR METER CAN /20DA 220 M.C. CIRCLE A.W. OR APPROVED EQUAL N/A EA. CONTRACTOR R CABLE BRIDGE & POD. CROSSOVER /13 -3/1 WIDE GRIP STRUT H -34010 N/A L.F. CONTRACTOR METER CAN /200A 42K AI.0 CIRCLE NW. OR APPROVED EOML N/A EA. CONTRACTOR 7. ALL WORK PERFORMED MID INTERIMS INSTALLED SHALL BE IN STRICT F SSUED FOR: CABLE BRIDGE & PED. CROSSOVER /23 -I/4" WIDE GRIP STRUT H -54010 N/A L.F. CONTRACTOR BE IN STRICT ACCORDANCE WITH ALL APRIGBLE CODES. REGULATORS AND CABLE /CONDOR CONTRACTOR . . N/A LF. CONTRACTOR POSITRON SLOW . N/A EA CONTRACTOR I ORDINANCES. CONTRACTOR SHALL CAE ALL NOTICES AND COMPLY WRH ALL CONSTRUCTION CABLE BRIDGE GRIP STRUT 11 -3/4' GRIP SRN . N/A LF. CONTRACTOR LAWS. ORDINANCES, RULES. REGULATIONS AND LAWFUL ORDERS OF ANY PUBUC PARE BOX/12)(12W' CONTRACTOR N/A FA CONTRACTOR 1 AUTHORITY RECORDING THE PERFORMANCE OF THE WORK. MECHANICAL AND i I COAXAL CABLE/ 1/2' LOW SWR ANDREW CORP W4P5DA -41 /'• 25 L.F. SPRINT POLL BOX /6 %6 %1B CONTRACTOR . N/A EA MUNICIPAL AND COMPANY SPECIFICATIONS. A CONTRACTOR C SYSTEMS SHALL BE INSTALLED TI S A D ND LOCAL WITH ALL APPUCABIE OLL AND STATE - — CAT_• i - - IPTIo caulk CABLE /1 -1/4 LOW VSWR 1OF6P -50 -41 ANDREW CORP WEEP -50 -41 720 L.F. SPRINT PULL BOX /OTHER (PER PLAN) CONTRACTOR N/A / A EA CONTRACTOR MUNIPAL CODESOOED JURISDICTIONAL C, ORMANCES AND APPLICABLE REGUUIIONS. COAXIAL CABLE /I -5/8 LOV7 WAR FOAM FLC158 -S0I CABLEWAVE 810920 -001 N/A L.F. SPRINT 04/09/2004 ISSUED FOR III COAXIAL CABLE /2 -I/4 LOW VOWS FOAL FLC214 -507 CABLEWAVE 811046 -001 N/A L.F. SPRINT SAFETY SW0CH /(PER PUN) PER PLAN PER PAN N/A EA. CONTRACTOR 8 THE GENERAL CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK. SONG 90% CO REVIEW MP JUMPER CABLE/ ON Y / MT W ANDREW SURE FED L4APDYOLII2 6 EA SPRINT ■ THE BEST SKILLS AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY /� BOTTOM JUMPER CABLE/ N Y / DIN M ANDREW SURE FLEX L4APDMOM6 6 EA. SPRWI SLEEPERS /4X4%15' MDT (FOR 123 TRAY) By CONTRACTOR . N/A EA CONTRACTOR 1 RESPONSIBLE FOR ALL CONSTRUCTION HEMS. METHODS. / \ ETHODS. TECHN10UE5, SEQUENCES 04/21/2004 ISSUED FOR SLEEPERS /4X4X21 PTDF (FOR IB TRAY) BY CONTRACTOR N/A EA CONTRACTOR AND PROCEDURES MM FOR COORDINATING ALL PORTIONS OF THE WORK UNDER COAXAL CABLE CONNECTORS /N YALE ANORDS CARP T4PNMC I EA SPRINT WEEPERS /4X4 030' PTDF (FOR 24 PLANK) BY CONTRACTOR N/A EA. CONTRACTOR THE CONIR ND W CONTACT M COORZ REP ERN THE IMPLEMENTATION . III COAXAL CABLE CONNECTORS 0 CPS RUN /N YALE ANDREWS CORP F4POMV2C I EA SPRINT ENGINEER AND WRH iHC LANDLORD'S AUTHORIZED REPRESEMATNE. COAXAL CABLE CONNECTORS /N FEMME 7 ANDREW P 7 N/A EA SPRINT CHANNEL/T-5/8'm -5 /8' 12 GA UMSTRW P10001 N/A U. CONTRACTOR N. SEAL PENETRATIONS THROUGH FIRE RATED ARCS WITH U.L 1151EO AND FIRE . COAXIAL. CABLE CONNECTORS /ON I N FEMALE 1 - 7 /� ANDREW CARP IbPDERC fUFRC 12 EA SPRINT CHANNEL/1 I6 GA UMSIRUI P40RON001 N/A LF. CONTRACTOR CODE APPROVED MATERIALS COAXIAL CABLE CONNECTORS /N FEMALE I -5/8 CABLEWAVE POE/7313863 N/A EA SPRINT CHANNEL /OTHER (PER PLAN) PER PLAN PER PLAN N/A LF. CONTRACTOR COAXAL CABLE CONNECTORS /N MANE 2 -I /4" CABLEWAVE PNF/734949 N/A EA SPRINT IO. PROVIDE PORTABLE E50ETI WIT H A H RATING OF NOT OF LESS . . WEATHERPROOFING KIT ANDREW CORP 221213 12 EA 2 CONTRACTOR 2 -A OR -AIOBC WITHIN NiN FE TRAVEL 75 FEET TRAVEL DISTT ANCE TO ALL PORTIONS OF THE CONCRETE UTILITY BOX/ELECTRICAL 17.25X30 CHASTE N36 0 EA CONTRACTOR PROJECT AREA WRING CONSTRUCTOR. • CONCRETE UTILITY BO X/TELEPHONE 17.75 1(30 CHRISTY PI51730 0 G CONTRACTOR CABLE BRIDGE SUPPORT 2 -3/8' 4 CONTRACTOR PER PUN N/A EA CONTRACTOR 1111 CABLE BRIDGE SUPPORT 2 -3/8' O.D. C.I. PIPE CONTRACTOR PER PLAN N/A EA CONTRACTOR 11. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CHAPTER OF THE UBC DIGITAL SUB -METER/ 120/208 -240 11 IOM EATON CORP. 3208100 -SA N/A EA CONTRACTOR REGARDING DING EARTHQUAKE RPM LIGHT FOTURES, CEILING GRID, . I NTERIOR DIODE SUB- NEWER/ 120/208 -240 AGM E -YON CORP. 2081pp KIT EA. CONTRACTOR SWAGED ALUNINUY GRATING GRATING PACIFIC I -1/4 RECT. BAR N/A S.F. CONTRACTOR AND IECIANICAL EOURYENT. ALL NOR% BUST BE N ACCORDANCE DIODE 31 DIGITAL SUB - METER/ 277/480 31 JOG E - YON CORP. 480100 KIT N/A EA CONTRACTOR BOTH LOCAL EARTHQUAKE COOED AND RCCUUTIONS. =PLANS PREPARED BY: GENERATOR RECEPTACLE /200A 2P3W HUBBELL OR APPROVED EQUAL 1 EA CONTRACTOR NOTE: — — — _ GENERATOR RECEPTACLE /100A 3P4W HUBBELL 4100B12W N/A EA CONTRACTOR THIS UST REPRESENTS BASIC COMPONENTS ONLY MD IS NOT ALL- INCLUSNE. CONTRACTOR SHALL BE ■ = • I GENERATOR RECEPTACLE BACK BOX /NON- METALLC HUBBELL BBIOOON N/A EA. CONTRACTOR RESPONSIBLE FOR VERIFYING ALL COMPONENTS MD QUANTIDES REQUIRED TO COMPLETE THE WORK DEPICTED. -. • I I 1 MATERIALS LIST 2 GENERAL NOTES A.B. ANCHOR BOLT FT(') FOOT(FEET) T0.F. TOP OF FOUNDATION ■ I kchitects - Engineers, P.C. . ABE ABOVE FTC. FOOTING To P. Toe OF RATE (PARAPET) . ' • ■ . I I I LYNNWOOD. WA 98036' SURE K ACCT ANTENNA CABLE COVER ASSEMBLY C. GROWTH (GENET) I.O.S. TOP OF STEEL Q NEW ANTENNA SPOILT OR PIASTER AOD'L A)DUGHAL GA SAUCE 1.O.W. TOR OF WALL WIONE: (425) 670 -8651 A.F.F. MOVE RNOHED FLOOR O (D) UP. TYPICAL : CHLVANIZE KDC FAIL' (425) 712 -01346 EXISTING ANTENNA 1 I (C) BRICK AF.G. ABOVE RNSHED GRADE C.F.I. GROUND FAULT GROAT INTERRUPTER U.C. UNDER GROUND ALAN. ALUMINUM GLB.(GLU -LAY) OLSE MOWED BEAM U.L UNDERWRITERS LABORATORY = CONSULTANT: ® ALT. ALTERNATE CPS GLOBAL POSITIONING SYSTEM U.N.O. UNLESS NOTED OTHERWISE /E n C • . - .< 0 GROUND ROD ® (E) VASONRY ANT. ANTENNA CRND. GROUND VLF. UNLESS IN FIELD "/- ei811 /I`/ RICH. MI I APPROX HER. HANGER W WIDE(WIDTH) f� -,--,- GROUND BUS BAR P. C..,: =:; . :. : :.. CONCRETE ARCH. AMERICAN AN IRE GAUGE AT. HEIGHT Wp, W W/ WITH O � C M. AMERCAN WRE HT. IGHT O • MECHANICAL GRNO. CONN. EARTH BLDG BOOM ma. ISOLATED COPPER GROUND BUS WP . WEATIERPROOF EMMET3 G. BLOCK W,(') INCHES) WI. WEIGHT BARE T BIKE. BLOCKING WT. INTERIOR • • CADWELD GRAVEL B Y. BEAM LB.Q) POUNDS) p PLATE LNE _A. _ /el B.N. BOUNDARY NAILING 1.8. LAC B OLTS ) - p I r' ( LR •, /^;A (/ y, BTC ® PLYWOOD W. TINNED COPPER WIRE L.F. LINEAR FEET FOOT A�tr KE�i C Il lJf'1 B.0.F. BUTTON OF FOOTING L LONGITUDINAL : GROUND ACCESS WELL 13/0 BACK -UP CABINET YTS. MASONRY �� �Giyr • ^i SAND CAB. CABINET MAX. MACHIW - ■ R' -l.1^''" 4�'S�AL- .�.��.�.. ::1 � I CAB C ABI N ET (ED) M.B. MAC U LAE BOLT �' -. ❑E ELECTRIC BOX C.I.P. CAST IN PLACE MECH. MECHANICAL ® WOOD CONT. CLL. CEILING MEC. MANUFACTURER T L 1 CUR. CLEAR MIN. YWMUY C JMG EJG ❑ T TENNA AZIMU ANTENNA COAXIAL CABLE CABLE COLOR TOP JUMPER BOTTOM JUMPER COMMENTS TELEPHONE BOX I I W000 BLOCKING COL. COLUMN AMC. MISC MISCELLANEOUS f ,,, SECTOR MAKE /MODEL LENGTH SIZE CODE LENGTH LENGTH MECHANICAL DOWN TILT CONC. CONCRETE MIL UETAL CONN. CONNECTION(0R) (N) NEW • LLICE 1 L1GH1 POLE • STEEL IONS. CONSTRUCTION Nag) NUMBER _ YELLOW CONT. CONTINUOUS N.1.5. NOT TO SCALE SECTTOR 110' RR65- 18 120 1 -1/4 BROWN 12' 6' 2' CENTERLINE d PENNY (NAILS) O.C. ON CENTER WHITE OF O� — - — - — 0 END. MONUMENT D DOUBLE OPNG. OPENING SECTOR EMS RED _ — — — — PROPERTY/LEASE UNE DEPT. DEPARTMENT P/C PRECAST CONCRETE 2 230' RR90 17 020PLI 120' 1 - 1 /4" BROWN 12' 6' 2' D.F. DOUGLAS FIR PCS PERSONAL COMMUNICATION SERVCES WHITE , SPOT ELEVATION DIN. DIAMEIEA PLY. PLYWOOD ITCH LINE DIM.. DIAGONAL PPC POWER POWER CABINET SECTOR Eu5 GROWN DIM. DIMENSION • PRC PRIMARY RADIO CABINET 3 340' RR65- 18- 02OPL2 120' 1 -1/4" WHITE 12 6 4 . ® SET POINT �\ = DWG. ORA S) P.S.F. POUNDS PER SQUARE FOOT SQUARE WORN POWs OWL. DOWEI(S P.S.I. POUNDS PER SO INCH CAPS N/A LUCENT 25 1/2 GRAY N/A N/A \VVI ER EACH P.T. PRESSURE TREATED CARS -SHEET TITLE: Ql REVISION - • • — • • - GROUND CONDUCTOR EL ELEVATION PWR. POWER (CABINET) ELEC. ELECTRICAL Ott. OUANTItt . ELEV. ELEVATOR RAD.(R) RADIUS CONTRACTOR TO FIELD VERIFY CABLE LENGTHS PRIOR TO ORDERING. FABRICATION. OR INSTALLATION OF CABLES. REFERENCE XO GRID REFERENCE - -T- - TELEPHONE CONDUIT ENT. ELECTRICAL METALLIC TUBING REFS REINT CEYENT(INC) GENERAL NOTES, ANTENNA . EDGE NAIL - • -E- • - ELECTRICAL CONDOR 00. EOUAL RGS RIGID GALVANIZED STEEL AND CABLE SCHEDULE e DETAIL REFERENCE - EXP. EXPANSION SCH. SCHEDULE • -A- - COAXIAL CABAL EISI.(E) EIOSTING SM. SHEET EXT. EXTERIOR SQL. SMUR • - /E - QVER14'AD SERVICE FAR. FABRICATION(OR) SRC. SPECIFICATION(S) F.F. FINISH FLOOR 50. SQUARE STAINLESS STEEL ELEVATION REFERENCE F.G. FlNISH GRADE S.S. - • -X- • - CHAIN LINK FENCING M. IDAHO) SPEC. STANDARD =SHEET NUMBER: REVISION: FUR. FLOOR STL STEEL © FON. FOUNDATON SMUG. STRUCTURAL ' 7 SECTION REFERENCE F.O.C. FACE OF CONCRETE TEMP. TEMPORARY F.O.Y. FATE GF MASONRY IRK. THICK(NESS) F.O.S. FACE OF STUD I.N. TOE NM. T2 1 F.O.W. FACE OF WALL 1.OA. TOP OF ANTENNA • • F.5. LINEN SURFACE T.O.C. TOP OF CURB 3 LEGEND 4 ABBREVIATIONS 5 ANTENNA & CABLE SCHEDULE 124059 • • 7 • • Spr _____ s print Sprint PCS 4683 CHABOT DRIVE, SUITE 100 PLEASANTON, CA 94588 = PROJECT INFORMATION: 99W/ GAARDE ST P063XCOO2A 13680 SW PACIFIC HIGHWAY (99W) / TIGARD, OR 97281 �� EXISTING / WASHINGTON COU -- I I BUILDING / ii i - CURRENT ISSUE DATE: 4. E %ISTING FOUND 5/8' IRON ROD W /YPC INSCRIBED BUILDING / G k L LAND SURVEYING INC / E %ISTING E %I S DNG .. 1XISNC1 BUILDING BUILDING 04/12/2004 // / / / / UILDING FOUND 5/8' IRON ROD / / / / / / / / / [ ISSUED FOR: t I ii. 3q TAX LOT 1000 FOUND 5 /B' IRON ROD ,� _ _ o o TOPOGRAPHIC SURVEY 2S IW 02CC a 0 It ' _ _ Euuwc WRONG 1 FOUND 5 /8" IRON R00 ����_ _ _ w 425.63' ■ II ' p � "' p a0 PROPOSED LEASE AREA � DISTRICT 00k U2. PA O( :m of �• �, • Ey FOUND 1/2' IRON ROD _ .33 )~ , . - L 0 • n _ ry a • .• 0�. EXISTING BUILDING PROPOSED III II Q CI SPRINT PCS Z _5158'30 -W 1157' . + f0 6 i, ` 9 I ? 0 Ell III III \ _ *--j 15 ' -0 ' X 30'- 0'x _ I ` F OUND 2 -I/2' BRASS DISK 7'L� R G � (�' _ , , It , LEASE AREA ' p f �P . . � i TAX LOT 1200 .r E'er ? 'TA I (J Q 14 / Q I 2S 1W 02CC o I ��L� . _ II PROPOSED Loc4nw '32'30 - E S 4 280 Q 6 _ • , PR9PO 0 _ w IIII aalE S51'35'16'E 30.00' _00 //�� w f----- 44.9 , c A � 1 J \ /0\ OAF O 'I] <9 0 t ° 8 8.18' = Q p� ` \ \ • POINT _ # 1_ M ,." „_ �.�� -` o f � ` 4/23/04 ADD LEASE ARE •. PROPOSED N51'JS'I FOUND 5 / IRON ROD L 6w W /YPC INSCR SPRINT PCS JO 00 ' s /e' ON Roo =PLNPREPARED BY: • N W CORNER OF _ v - LO T 1B. FRELEON \ LEASE AREA //-� HE NO. 2 POINT OF / I I _� ` BEGINNING . • 2 ...or. . 86.18' TO I ^ ! - - 'h - - • I NW COR LOT 18. •�,. FRELEON HIS. I ti O NO. 2 i G s _ Q I Ar�hit �Englnee K.C. PROPOSED LEASE DETAIL BOUNDA \ 1111t fr S TOPOGRAPHIC SURVEY P • . . L ,, W , \ - SCALE: 1" • TO I SCALE: / SCALE: 1' - 30 • KDC (425) 670-B651 • FAIL• ( 42 5) 712 -0846 = CONSULTANT: REGISTERED - PROFESSIONAL • LAND SURVEYOR OREGON _ . U. Ms PAUL W. PERRY 56582LS RENEWAL: 12 -31 -04 • ENLARGED SITE PLAN ` ® m x• 60 3 BOUNDARY DETAIL W •W ® 2 OVERALL SITE PLAN g0Lfi 1 1..m 0 m o° - DRAWN BY: =HK.: APV.: 1 0 10' 1 0 1 2m BK2 PWP TAKEN FROM WESTERN AMERICAN PROPERTY RESEARCH, ORDER N0. A TRACT OF LAND LOCATED IN THE SOUTHWEST ONE - QUARTER OF SECTION SITE NAME: 99W/ GAAROE ST 66- 6638248 DATED MARCH 15, 2004. 2. TOWNSHIP 2 SOUTH. RANGE 1 WEST OF THE WILLAMETTE MERIDIAN. IN THE SITE NUMBER: P063xC002A • OTY OF TIGARD, WASHINGTON COUNTY. OREGON. MORE PARTICULARLY LICENSURE: BEGINNING AT A POINT ON SECTION LINE BETWEEN SECTIONS 2 AND 3. DESCRIBED AS FOLLOWS: - FOUND MONUMENT AS NOTED SITE ADDRESS: 13680 S.w. PACIFIC HwT., TIGARD, OR 97223 TOWNSHIP 2 SOUTH, RANGE 1 WEST, WILLAMETTE MERIDIAN. WASHINGTON LATITUDE 45°25 NORTH W / T p C - WITH / YELLOW PLASTIC CAP G & L LAND SURVEYING, INC. COUNTY, OREGON. 9.09 CHAINS NORTH OF THE SOUTHWEST CORNER OF SAID BEGINNING AT A POINT LYING N4950'33'0. 86.18 FEET FROM A 5/8' IRON OWNER'S NAME: MARE) LODGE NO. 207 SECTION 2: THENCE NORTH ALONG SAID SECTION UNE 3.58 CHAINS TO ROD FOUND AT THE NORTHWEST CORNER OF LOT 18 OF THE PLAT OF LONGITUDE 12247'03S" WEST -OH- - OVERHEAD POWER LINE Professional Land $urvey0r3 CENTER OF TAYLOR BRIDGE ROAD: THENCE NORTH 38'21' EAST 1.01 CHAINS FRELEON HEIGHTS NO. 2. WASHINGTON COUNTY PLAT RECORDS: THENCE NAD 83/81 OWNER'S PHONE: NOT PROVIDED TO CENTER OF SAID ROAD TO AN IRON PIN AT THE MOST WESTERLY CORNER N51'35'16'W 30.00 FEET; THENCE N38 15.00 FEET: THENCE ` - LIGHT POLE OF THE TRACT DESCRIBED IN DEED TO R.M. BRANDHAGEN. ET UX. RECORDED S51'35'16 - E. 30.00 FEET: THENCE S38 15.00 FEET TO THE PONT OF ASSESSOR'S PARCEL NUMBER(S) R0466804 Q 8116 S.W. NIMBUS AVENUE IN 6. K 1 PAGE 7. DEED RECORDS, WASHINGTON COUNTY. OREGON: BEGINNING. _ PROPOSED LOCATION OF POLE BEAVERTON. OREGON 97008 THENCE SOUTH 52'31' EAST 7.04 CHAINS ALONG THE SOUTHWESTERLY LINE NET AREA OF UNDERLYING PARCEL(S): 1.09 ACRES OF SAID BRANDHAOEN TRACT TO A STAKE ON SOUTH LINE OF TRACT BEING CONTAINS 450 SQUARE FEET. MORE OR, LESS. ® - GAS METER PHONE: (503) 64I -0108 A POINT ON THE NORTH LINE OF FRELEON HEIGHTS NO. 2. A PLAT OF NET AREA OF PROJECT AREA: TO BE DETERMINED RECORD: THENCE SOUTH BB'S$' WEST ALONG SAID NORTHERLY LINE AND A 0 - EXISTING DECIDUOUS FAX: (503) 671 -0877 WESTERLY EXTENSION THEREOF. 6.24 CHAINS TO SECTION LINE AT PLACE OF LATITUDE & LONGITUDE GROUND ELEVATION: 262' EXISTING GROUND ELEV.O CENTER OF SITE ��,,// BEGINNING: z.y EXISTING CONIFER =SHEET TITLE: BENCHMARK: CITY OF TIGARD VERTICAL NETWORK � `ryry EXCEPTING THEREFROM MAT CERTAIN TRACT OF TRACT MORE i Y � ' ,1� '� `� . DESIGNATION: 84 0 - BRICK SIGN 'MASONIC LODGE' PARTICULARLY Y DESCRIBED IN DEED BOOK 128. PAGE 37 (P). RECORD OF ` f - WATER VALVE DEEDS: WASHINGTON COUNTY. OREGON: i/ C 7 i�. BRASS DISK ON THE FIRST STEP. NORTHWEST OQ C��3I ENTRANCE OF THE TIGARD GRANGE HALL. p2 - SIGN A HIGHWAY -(5- - FIRE HYDRANT SITE SURVEY `" Tr SOUTH SIDE OF PACIFIC HIGHWAY WEST (99W). ALSO EXCEPT THAT PART CONVEYED TO E. STA OF OREGON BY DEED B3 - . WATER METER ] - BUS STOP GENERAL INFORMATION RECORDED IN BOOK 334. PAGE 116, DEED D RECORDS. WASHINGTON COUNTY. PROJECT AREA LEGAL DESCRIPTION ` 1 � c�- Y STAMPED: 'R 209 1934'. OREGON. 4 - POWER POLE ELEVATION • 269.307 FEET 0 - CINDER BLOCK RETAINING THE BASIS OF BEARING AND THE BOUNDARY OF THIS SURVEY ARE BASED ON I' T . - - cis- mg, ® - CATCH BASIN WALL AROUND POLE WASHINGTON COUNTY SURVEY PLAT OF 'FRELEON HEIGHTS-PLAT 2'. PER WESTERN AMERICAN PROPERTY RESEARCH, ORDER NO. 66- 6838248. I air ` '- I l l NORTH %j - AREA DRAIN OS - WOOD DECK & STAIRS DATED MARCH 15. 2004. I I • BASIS OF BEARINGS: THE NOR LINE OF FRELEON HEIGHTS - PLAT 2. � • IN BEARS SOUTH 8977 WEST . 31 - SIGN © - CONCRETE RETAINING WALL SHEET NUMBER: REVISION: 1. EASEMENT AND CONDITIONS CONTAINED THEREIN UNDER RECORDING BOOK 334. PAGE 336• TO TIGARD LODGE NO. 207. A.F. & A.N. AN OREGON � ••Aln' B - POWER METER Q7 - FLAG POLE CORPORATION FOR EGRESS AND INGRESS. i � - ry - • ' • alla I•p4 4 AP SW T. • ?✓E NOTES: I) CONTOURS ARE AT I FOOT INTERVALS - B USH ROW O 2. EASEMENT AND CONDITIONS CONTAINED THEREIN UNDER RECORDING BOOK I 1. . <;)a 909 B - FINISH FLOOR • 262.9' 617. PAGE 604• TO CITY OF TIGARD FOR SEWER AND RIGHT -OF -WAY. Anted, -. B PIA• y. 1) LAnTUDE AND LONG11TUSE ARE REFERENCED TO THE CENTER OF o - BOLLARD O FINISH FLOOR • 253.E LS1° •� SITE LOCATION. 3. EASEMENT AND CONDITIONS CONTAINED THEREIN UNDER RECORDING BOOK J . - ) y °i a �� N -L 3) THIS TOPOGRAPHICAL MAP DOES NOT REPRESENT AN ACTUAL 892. PAGE 951. TO TIGARD WATER DISTRICT FOR PUBLIC UTILITIES. r. ' �'r si BOUNDARY SURVEY. - PROPERTY LEGAL DESCRIPTION DESCRIPTION OF EASEMENT(S) VICINITY MAP ITS SITE DATA LEGEND 2781 • 1. THE ARCHITECT /ENGINEER, KDC ARCHITECTS- ENGINEERS / / • AND REPRESENTATIVES OF THE OWNER, MUST BE NOTIFIED AT LEAST TWO / FULL •DAYS PRIOR TO COMMENCEMENT OF CONSTRUCTION AT (425) 670 -8651. / 2. DO NOT EXCAVATE OR DISTURB BEYOND THE PROPERTY LINES OR LEASE LINES. / \ Spi + to UNLESS OTHERWISE NOTED. 3. DO NOT SCALE BUILDING DIMENSIONS FROM DRAWINGS. / / / Sprint PCS 4. ANY DRAIN AND /OR FIELD TILE ENCOUNTERED DURING CONSTRUCTION SHALL BE / / N. 4683 CHABOT DRIVE, SUITE 100 RETURNED TO ITS ORIGINAL CONDITION PRIOR TO COMPLETION OF WORK. SIZE. LOCATION AND TYPE OF ANY UNDERGROUND UTILITIES OR IMPROVEMENTS SHALL / \ PLEASANTON, CA 94586 BE ACCURATELY NOTED AND PLACED ON AS- CONSTRUCTED DRAWINGS BY GENERAL / PROPOSED OH SPRINT / POS CONTRACTOR AND ISSUED TO ARCHITECT /ENGINEER AT COMPLETION OF PROJECT. � POWER ROUTE 5. ALL EXISTING UTILITIES. FACILITIES. CONDITIONS, AND THEIR DIMENSIONS SHOWN / /POLE 100' TO \ = PROJECT INFORMATION: ON PLANS HAVE BEEN PLOTTED FROM AVAILABLE RECORDS. THE ARCHITECT /ENGINEER EXISTING LIGHT POLE W/ TRANSFORMER / / AND OWNER ASSUME NO RESPONSIBILITY WHATSOEVER AS TO THE SUFFICIENCY OR EXISTING UTILITY POL \ HWY 99/ GAARDE ST (POINT OF REMOV OR CONTRACTOR SHALL BE RESPONSIBLE FOR MANNER OF CONNECTION) POWER / / / W/ TELCO DEMA s.. EXACT LOCATION OF ALL EXISTING UTILITIES AND FACILITIES PRIOR TO START OF OH (POINT OF TELCO P063XC002A CONSTRUCTION. CONTRACTOR SHALL ALSO OBTAIN FROM EACH UTILITY COMPANY / /.....,_- 1., C SECTION) \ PROPOSED 13680 SW PACIFIC HIGHWAY (99W) DETAILED INFORMATION RELATIVE TO WORKING SCHEDULES AND METHODS OF TIGARD, OR 97223 REMOVING OR ADJUSTING EXISTING UTILITIES. / EXISTING OH // PROJECT WASHINGTON COUNTY CM EXISTING BUILDING 6. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES BOTH HORIZONTALLY AND LINES TYP) / O C � VERTICALLY PRIOR TO START OF CONSTRUCTION. ANY DISCREPANCIES OR DOUBTS ( y -� 2 EXISTING DECIDUOUS _ AS TO THE INTERPRETATION OF PLANS SHOULD BE IMMEDIATELY REPORTED TO Q ' 4 0�0, ....`•••N2 TREE (TYP) AREA CURRENT ISSUE DATE: THE ARCHITECT /ENGINEER FOR RESOLUTION AD INSTRUCTION. AND NO FURTHER 4" N. WORK SHALL BE PREFORMED UNTIL THE DISCREPANCY IS CHECKED AND EXISTING UTILITY / = �' A]� /Ob EXISTING FENCE SEE e 04/21 /2004 CORRECTED BY THE ARCHITECT /ENGINEER. FAILURE TO SECURE SUCH - POLE Ui f EXISTING BUILDING N. s. d INSTURCTION MEANS CONTRACTOR WILL HAVE WORKED AT HIS /HER OWN RISK / ° q � + / AND EXPENSE. CONTRACT SHALL CALL LOCAL DIGGER HOT LINE FOR UTILITY �'� r' \ �E / , LOCATIONS 48 HOURS PRIOR TO START OF CONSTRUCTION. I '. ISSUED FOR: 7. ALL NEW AND EXISTING UTILITY STRUCTURES SITE AND IN AREAS TO BE \ i EXISTING; ASPHALT Al • 1 W( P \` `\ mi l \ CONSTRUCTION O DISTRUBED BY CONSTRUCTION SHALL BE ADJUSTED ED TO FINISH ELEVATIONS PRIOR \ TO FINAL INSPECTION OF WORK. / y \ _ 8. THE BUILDING DEPARTMENT ISSUING THE BUILDING PERMIT SHALL BE NOTIFIED I. 1\ \\ / \ • AT LEAST TWO WORKING DAYS PRIOR TO THE COMMENCEMENT OF WORK OR AS �• 1 L R: EV,=DATE: DESCRIPTION: BY;— oH ►:`` I STIPULATED BY THE CODE ENFORCEMENT OFFICIAL HAVING JURISDICTION. / �C I. �' ON \ 04/09/2004 ISSUED FOR CJC 9. GRADING OF THE SITE WORK AREA IS TO BE SMOOTH AND CONTINUOUS IN /` \ \\ v '`' I ! 0 0d / 09 / I \� \ 90R REVIEW SLOPE AND IS TO FEATHER INTO EXISTING GRADES AT THE GRADING LIMITS. Att. ` OH 2� f � N. ISSUED e O \ 04/21 /2004 CJC 10. ALL TEMPORARY E FOR THE INSTALLATION OF FOUNDATIONS. UTILITIES, / _ ��\ • / \ �`� \ /•. - CONSTR UCTION FOR ETC.. SHALL BE PROPERLY LAID BACK OR BRACED IN ACCORDANCE WITH CORRECT B ' ,•`.�_ \ �� �. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REQUIREMENTS. b• I /'<PAT �: / •,•,,• / N. / 0 - E %ISTINC BUILDING \ 11. STRUCTURAL FILLS SUPPORTING PAVEMENTS SHALL BE COMPACTED TO 1008 OF � ', I T V •, I • �• \ N. MAXIMUM STANDARD PROCTOR DRY DENSITY. AREA / = EXISTING FIRE HYDRANT (TYP) • `(7 \ EXISTING BUILDING N. 12. NEW GRADES NOT IN BUILDING AND DRIVEWAY IMPROVEMENT A TO BE ACHIEVED 1 (MASONIC LODGE) BY FILLING WITH APPROVED CLEAN FILL AND COMPACTED TO ARE OF STANDARD EXISTING CEDAR !,t /^ .,r \ • PROCTOR DENSITY. O / I TREE TYP � :iKf' ?2i ;i : "'i':,'1'�)i ' i2 ? <:> N. 13. ALL FILL SHALL BE PLACED IN UNIFORM LIFTS. THE LIFTS THICKNESS SHOULD NOT � I • W , ' :• ' ":'' :" 1: "" '''' "' "''' E XCEED THAT WHICH CAN BE PROPERLY COMPACTED THROUGHOUT ITS ENTIRE DEPTH I \ \ I _ WITH THE EQUIPMENT AVAILABLE. / / '\ F , `� 1 j a / ' 14. ANY FILLS PLACED ON EXISTING SLOPES THAT ARE STEEPER THAN 10 HORIZONTAL / \ ' / TO 1 VERTICAL SHALL BE PROPERLY BENCHED INTO THE EXISTIN SLOPE AS DIRECTED / \ � N • 4 ,-, - ► ,� =PLANS PREPARED BY: BY A GEOTECHNICAL ENGINEER. / � � ? • 15. THE GRADES WITHIN THE FENCED- AREA ARE TO BE ACHIEVED BY COMPACTING / I • � / / � � ' , * ' / — ■ am • ■ CLEAN FILL TO A DENSITY OF 90R OF STANDARD PROCTOR COVERING THE AREA I f ! ' WITH 6 MIL. VIM/ENE (1' OVERLAP AT SEAMS) FOR WEED SUPPRESSION, THEN / EXISTING STORM \'mi ( l, ! i / - - I I ACHIEVING FINISH GRADE BY ADDING 6' OF 3/4 CRUSHED STONE -NO FINES. / y DRAIN (TYP) i0 ' ® % �. 16. CONTRACTOR SHALL CLEAN ENTIRE SITE AFTER CONSTRUCTION SUCH THAT NO / EXISTING I-MOBILE .•.,... x N �� Architects - Engineers, P.C. PAPERS, TRASH, WEEDS, BRUSH ANY OTHER DEPOSITS WILL REMAIN. ALL 1W-0 % 25' -4' u •a - v I � , I ■. , I I 0 SW. SUOE K 98036 MATERIALS COLLECTED DURING CLEANING OPERATIONS SHALL BE DISPOSED OF / I • + I LEASE AREA 8; / - OFF -SITE BY THE GENERAL CONTRACTOR. . f - I. 1.. \ PHONE (425) 670 -8651 • 17. ALL TREES AND SHRUBS WHICH ARE NOT IN DIRECT CONFLICT WITH THE / - - - - - 8 ` c \ \ KDC FAIL• (475) 712-0846 IMPROVEMENTS SHALL BE PROTECTED BY THE GENERAL CONTRACTOR. °' 4� / ` , ' - - - - ONSULTANT; 18. DRIVEWAY CONSTRUCTION, GTMDING AND DRAINAGE WORK SHALL CONFORM TO PROPOSED SPRINT , SB • 27 30 230. 1' 9 ` e , WASHINGTON (STATE) DEPARTMENT OF TRANSPORATION - STANDARD V SPECIFICATION FOR THE ROAD AND BRIDGE CONSTRUCTION'. LATEST EDITIONS. AND - ANTENNAS MOUNT TO ALL APPLICABLE PROVISIONS OR LOCAL COUNTY ORDINANCES. - I EXISTING 100' -O HIGH STEEL I MONOPOLE WITHIN A I 8 PROPOSED (2) 8' - I I 19. ALL SITE WORK SHALL BE CAREFULLY COORDINATED BY GENERAL CONTRACTOR 24. OW. SHROUD I `3'1Y I % 20' -0 ASPHALT O I I y WITH LOCAL UTILITY COMPANY, TELEPHONE COMPANY, AND ANY OTHER UTILITY I PARKING SPACES O�'1 COMPANIES HAVING JURISDICTION OVER THIS LOCATION. I W / CONC. CURB ` ' 1 EXISTING BUSH '/ \ )- : (� ' LOT 2 HEDGE (TYP) K I , _ PROPOSED CONC. I CURB W/ 10' -0 I r 1 CONSTRUCTION NOTES POSED MIN RAOILS SPRINT I I ' .t... • 1 � :. �, 30 LEASE AREA I I I I 54_� -)! r._�:1;. � v �._�•9,�:a I LOT 1 LOT 17 I LOT 1B LOT 19 LOT 20 T CAUTION! -- - -' _ -' • _ - . CALL BEFORE YOU DIG I , I I I I ��� �� � BURIED UTILITIES EXIST IN THE AREA I I I I 1 OF I AND UTILITY INFORMATION SHOWN MAY I NOT BE COMPLETE. CONTACT THE ONE- LOT J I CALL UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION I I 1- 800 - 424 -5555 - I , 1 I 1 1 =SHEET TITLE: T -- -- \ -- I -- 1 • 1 I ' > SITE PLAN $ ASPHALT NOTE: LOT 4 ASPHALT WORK SMALL BE S.W. HILL VIEW STREET -SHEET NUMBER: REVISION: PERFORMED IN ACCORDANCE 1 H THE DESIGNS AND - 1 CONSTRUCTION $PECIFI SPECIFICATIONS 1 FOR ASPHALT PAVING. - - - - - - LOT 5 I E - - -- T �� , � A-1 , ' 0 ' 6 0 . 2 4'38' SCALE T.37 • / N 2 NOTES 3 SITE PLAN 8',r SCALE r-80 • 124059 NOTE • EXIST C ' .OF �.' / // // /� ASPHALT NOTE I �— � *44 0 'HA (TYP) , CI F E 0 DETAIL 9 /AS i ■ r RE FOR STANDARD CIVIL / ASPHALT WORK SHALL BE mQ NOTES AND DETAIL 2/A7 E %I INC BUILDI� // PERFORMED IN ACCORDANCE PROPOSED SPRINT PCS L (TYP) �. `� WITH THE DESIGN A vv ANTENNAS (TP. OF 6) EXISTING 100' -0 STEEL FOR STANDARD STRUCTURAL NOTES , ,, / CONSTRUCTION SPECIFICATION$ T- MO 411111111k - , � �'I FOR ASPHALT PAVING. BILE) 0 0 MONOPOLE (BY Sprint PCS 4683 CHABOT DRIVE, SUITE 100 4 r) EXISTING TREES , ' � , ,: / ® t ® PLEASANTON, CA 94588 ` i , , .��, ®� '/ ® = PROJECT INFORMATION: 0 PROPOSED • 'INT P S } ANTENNAS ' ITHIN 4 ` ,, ® ® 4'ML/7H7 • HWY 99/ GMRDE ST D © F 3) : •uo PROPOSED 24• am }\ ® / 0 ( P063XC002A ` ) TYP. • D O (BY O 5'ROUD �J� 13680 SW PACIFIC HIGHWAY 99W TIGARD, OR 97223 WASHINGTON COUNT CURRENT ISSUE DATE: �I I 04/21 /2004 a ' 28'BCALE V2w 2 ANTENNA LAYOUT Inv scam 1/-9 ISSUED FOR: CONSTRUCTION ANTENNA AZIMUTH ANTENNA COAXIAL CABLE IZE COLOR TOP JUMPER BOTTOM JUMPER COMMENTS SECTOR MANE / MO EL D X tAL C SIB CODE PE LENGTH MECHANICAL DOWN TILT YELLOW SECTOR 110. EMS 120• I_, /4' BROWN 12 6• 2 -R.: DATE: DESCRIPTION; pY:- . ,I 1 RR65- IB- 02DPL2 WHITE ' i 04/09/2004 ISSUED FOR CJC ,� SECTOR EMS RED / 04/21/2004 90R CD REVIEW ' 2 230' RR90- 17- 020PL2 120' 1 -I/4" BR W 12 6 2 /\ / \ ISSUED FOR CJC _ GREEN CONSTRUCTION ` ` SECTOR Eu5 XISTING P �� POSED 6' -0' 3 340 RR65- 16- 02DPL2 120 1 -1/4 BROWN 12' 6' • 4' R • INING WALL T ,/RICH CHAIN UNK s 4, WHITE /` Q © ` O ` .•�� GPS NIA L G T 25' 1/2" CRAY N/A N/A ' EXISTING f0' -0" HIGH T--M I M LL O�N.•. LE (BY '� �'1�: � v� / ' , NOTE: �� A Ex, NG ASPH P A R C - . CONTRACTOR TO FIELD VERIFY CABLE LENGTHS PRIOR TO ORDERING. FABRICATION. OR INSTALLATION OF CABLES. EXISTING T- MOBI L" SPACES TO BE - } 18' -0" X 25' -4" •5 _�r� REMOVED AND RE TED) \ '�� La E AREA „ PROPOSED O S E 7 / S �' � ,.\ 3 ANTENNA AND COAXIAL CABLE SCHEDULE SCALE 3 / �c NT$ 1001,16. �� e /, q NOTE: I = PLANS PREPARED BY: Fi REFER TO DETAIL 9/A5 • 9 FOR STANDARD CIVIL = • L NOTES AND DETAIL 2/A7 PROPOSED `A .= FOR STANDARD SERVICE UGHT OM l• • , ' , , j /� ` S . STRUCTURAL NOTES _ AgEll �� �, Architects - Engineers, P.C. III _,�• fr: ` � � } 3' -3" 2' -7" 3' -9" .. , I I L NWOOD, STREET 98 6 SURE X � � �� ' — KDC . (125))712 -0846 670-8651 PROPOSED SPRINT ` y�� � } i� =CONSULTANT: . HIGH PCS RETAINING • WALL ' 4' r �• . PROPOSED m /� (/ \ �a } / PROPOSED 10' -0' CABINET `ITT PROPOSED SPRINT / NI/ / WIDE GATE ' I '! S e C PCS EQUIPMENT A2 ! #4.111Fillt � ©© � '6 / a(1.:NNI� ; W. CAii P PROPOSED SPRINT i p EQUIPMENT C NCRETE �� Q� y P� RESTRIP E XISTING PJRJ CELED , m i — � PARKING STALL AS ©Ah � I ..1.40111 EQUIPMENT NEEDED CABINET 1 �(� ' _ �NCR� B, �� ��� 8 ] 7, ,m : HK ,- . PV (9' -6• x 1 6 (t•_ ' >... � �� PROPOSED $P RINT A - �I� " " +CI �� �� ,Q LOF�ALDC� JC f O ' ( ' 6 • CONCRETE CURB Q� I �{'� ti I /' MbDCELL N di,,, RE: rR � . PROPOSED CABINET g2 ./.6 ()1/43 I POURED -IN -PLACE i _ 1 . I „AI,. r / CONCRETE EQUIPMENT ®p a / SLAB (9' -6 x 11' -67 1 1-1_ EXISTING ASPHALT TO 0 BE CUT, REM S AND REPLACED W/ 4 I PROPOSED lay OF 3/4 CRUSHED SERVICE UCHT / STONE OVER 40 MIL I y PROPOSED PPC =SHEET TITLE: �, f , WEED BARRIER / 1 TRE © ., s • \ PROPOSED SPRINT 0© - 2/ � � EtieA R E n °' -o• O _ I � ENLARGED SITE PLAN, EQUIPMENT PLAN AND : � � ANTENNA LAYOUT 0 44" PROPOSED SPRINT O / INO 1 PPC TREE PROPOSED 200A r / g., METER BASE =SHEET NUMBER: REVISION: PROPOSED GPS REFER UI SITE PLAN PROPOSED U.C. © ANTENNA FOR EQUIPMENT POWER/ TELCO EXISTING 24' X 24' 4 -6. ORIENTATION AND FO C SEE A -1 ® \\„. CATCH BASIN PLACEMENT FOR CONTINUATION 1 / A2 1 E NLARGED SITE PLAN - 24"8• SCALE 1/ d'' 4 EQUIPMENT PLAN � "`E' 3'8'.' inv SCALE. 1/B -r sacs wie w-a' 124059 • TOP OF EXISTING MONOPOLE AND �• - TOP OF EXISTING T- MOBILE BILE ANTENNAS pillint 100' -O" Sr C.L. OF EXISTING T- MOBILE ANTENNAS — — — — v' -O Sprint PCS EXISTING T- MOBILE ANTENNAS WITHIN BOTTOM OF EXISTING T- MOBILE ANTENNAS 4683 CHABOT DRIVE, SUITE 100 SHROUD \ (TVP OF 2) TOP OF EXISTING T- MOBILE ANTENNAS $ PLEASANTON, CA 94588 = PROJECT INFORMATION: .PROPOSED SPRINT PCS ANTENNAS - \ I \ s3' -6" C.L. OF TING T- MOBILE AN (j) MOUNTED WFFHIN 24 CANISTER \ - _ E %ISTENNAS HWY 99/ GAARDE ST NIre \ - - - 90' -6" PO63XC002A I BOTTOM OF EXISTING T- MOBILE ANTBE�NN6 13680 SW PACIFIC HIGHWAY (99W) WASHINGTON COUNTY TIGARD, OR 97223 I TOP OF PROPOSED SPRINT PCS ANTENNAS 67' -0' C.L. OF PROPOSED SPRINT PCS ANTENNAS - CURRENT ISSUE DATE: • B4' -0• 04/21/2004 FUTURE ANTENNAS (BY OTHERS) - I BOTTOM OF PROPOSED SPRINT PCS ANTENNAS ISSUED FOR: 77 T— I el' -o C .L. OF FUTURE ANTENNAS (BY OTHERS) CONSTRUCTION —Rk • =1•T_ 1_ - IPTI■N U __ I . _ I . 1 . _ . ■ � ■ 100 -O T- MOBILE II- �100' -0" STEEL MONOPOLE \°¢�,` i = PLANS PREPARED BY: immilmil i:::in FENCE NOTE MI 1•I • 1 'i - Bici3 ieo6 xI nN PROPOSED AND E S C T- MOBILE OSED " MOB EXISTING LE _ -_ I INK FENCE CHAIN L E CE I - STEEL P ■■ I 0' E MONOPOLE 0 0' S E L 0 i Ar h t Engineers, P.C. H I c cts E eers D IN 9 -.... .. SHOWN DAS E ° _' ' .... . .� 1 .......... L....... • •'i, „�.�: I 7 .... . ........... . ... ELEVATIONS FOR CLARITY I . . ELEVA 11 II , I 4WD zaoTH STREET SW. SUITE K `, _\ rI KDC FM: 712 6 1 U01/161500. WA \i I T I. I .. ;., .. — _ CONSULTANT; ��- I ; _� i .... s e e � I� I � I '� _ _ • "•' EXISTING BUILDING - - - TY A ' � (MASONIC LODGE) FENCE NOTE: EXISTING BUILDING PROPOSED AND EXISTING (MASONIC LODGE) 7.• CHAIN LINK FENCE - J EXISTING T- MOBILE SHOWN DASHED IN ® ® © © ®D ®z's' _ ' \ \ - - - - Q / ` N `1 • I +— I I D ' Ar -- ELEVATIONS FOR CLARITY ©� 'ss \ PROPOSED SPRINT - 6' -0" HIGH CHAIN LINK - - PCS 6 -0 HIGH FENCE - CHAIN LINK FENCE I • ,vim+ .. EXISTING T-MOBILE _ - - ` , 1 OWN ` HK.: , (� APV. :-0-- ICEBRIDGE PROPOSED SPRINT ; _ . 1 ` . . - ` 1-.1 wr�Dq EXISTING T- MOBILE PCS GPS ANTENNA - n EQUIPMENT ON PPC 11 TREE = LI�FiN1 � � ; �- v- -_ _ �� PROPOSED SPRINT ,� ' E: "y � _�� PCS PPC TREE � �r ��` SITE PERSPECTIVE SCALE: PROPOSED SPRINT _ OF O • ♦.♦♦♦♦ �Z �t l- -��� �ti ���._ © N.T.S. � ��- / PCS EQUIPMENT ;j ♦�♦�.�♦�♦�.�♦�♦�♦ • -A lla N SPRINT EPCS .�. II ; • EXISTING T- MOBILE ICEBRIDGE .� � � .♦♦♦♦ . ♦, ICEBRIDGE __ \ \ \�.. 1 ♦ 1 _ PROPOSED SPRINT PCS / '• IT -- =� -`� III ull 1 �,�s 1 11 =SHEET TITLE: � � • mmat 1 111 1111 1 ' • - • ICE BRIDGE EXIS T- MOBILE �� f _ %; � I : r .�. . 1111 1111 _.. EQUIPMENT ��� = ��1 1111 •�• PROPOSED S PRINT PCS ” ' ' S 11. 1� II 11 1111 s __.. • I IIII 11 1'I, 1 1111.1.11111 I11 1 l1 1111 • , ' - FENCE HIGH CHAIN UNK EXISTING 6' -0" \ \ I I ■ ■ ■ ■I M!!!!!!!..., I ■ ■ ■11 I w _ 'I, SITE ELEVATIONS AND " "' " " "" " "" 11 SITE PERSPECTIVE tnnn:j::: ::•nl�l' 1111 If I .' I I : III 1 11 ■... I 1 1111 Illlil l 11 III 11 IIII II t11P Al IIOi��11111111Q11111 1,111, ��'1111111111�In111111 ::11111 HIGH CHAIN LINK I — IIII ■■ II (. Ip �17I I. ■ _■_ ■_1� ■ ■�I ♦ I = 1 - . I _ I — , 'I In ' PROPOSED SPRINT FENCE f I °1 6O •1I■ ■ ■ ■■ )•' ■ ■■I �1 ■P■■■ ran I iiiimiiiiill 111 111::11 :1 Erwin : 11 :1 ■1 ,.... i iii 11 l iii 5 n'•1 1 11 u1 1 11 1 I X 06 :". PCS EQUIPMENT _ ' •IIII - .8 I �• ■� '111 1'111:: •jI mir s'1:: J ♦ II _ j�jl ∎ J ! "• ° '• � •�yY111 f • I 11 IIII 1 111 IIIA11111 ��I�.II I � 111 I ��/.::ill f .Il'Iw - _ -••_ •••: ::1111 EXISTING I is - I d ■■ �1 -.11..111 11■ I 1 , '— `= , •� Cam! . ∎ /n1 Ii boll II IIII I III 111111 III •_al _ -' 11 •'•••1.1 1'1 �� ■ I ■d ■III! ■ ■19 ■ I�rtll - ,��'� •• PROPOSED RETAI WALL Si • ■I,� 111.111111 '. • • 1 1 1 11 111 MI I 1 1111111111111 1:...!.. ,1•�I I, II]W I:� I, r' I. `E___r :.� _ ..111 Ip - ::: .:01mN_i_ :: •• nu I I nl,nnl uu 1 . _ - SPRINT PCS PPC I I I ° =SHEET NUMBER: REVISION: !mini nu I 1 rad I _ .. 1 u■ ' • ° n1 .... nI Dm u .:: - TREE II iI : ■1.11 Im 1 X11 r cRA OE . ,II, ■III,. ; 11 1111�s � �� — �f[i - - GRADE GRADE I - ,- •■t111 q■ A3 - 1 WEST ELEVATION l iMU I. 114'138 SCALE' ' -'� 4 ' B 24'138* SCALE 3/1r -r-0' 11117 SCALE „�.�� 2 SOUTH ELEV TINIT SCALE 3/3r.1-0 124059 2 . 4 . 4 . D . PROPOSED GPS (/ PROPOSED PROPOSED \ • \ PROPOS CPS PROPOSED CPS PROPOSED -PROPOSED GPS rL 1 ANTENNA �\ - / SERVICE LIGHT ANTENNA ANTENNA SERVICE LIGHT PROPOSED ......................../- ANTENNA■ - J.i ���rrr SERVICE LIGHT SERVICE LIGHT ti e s es • ii ‘, %, - � I S PCS I-- I - ® I 4683 CHABOT DRIVE, SUITE 100 - C. PLEASANTON, CA 94588 L J -` PROPOSED PPC PROPOSED 200A CABINET (ELEC.) .- 0 PROPOSED 200A METER BASE = PROJECT INFORMATION: METER BASE �: [It 0 D HWY 99/ GAARDE ST P063XC002A PROPOSED 200A J PROPOSED PPC PROPOSED PPC METER BASE CABINET (TELCO) �� CABINET (ELEC.) 13680 SW PACIFIC HIGHWAY (99W) - PROPOSED PPC _ TIGARD, OR 97223 CABINET (TELCO) WASHINGTON COUNTY PROPOSED PPC , i i PROPO PPC i , CABINET (ELEC.) o e o o 'o CABINET (TELCO) ;,, — CURRENT ISSUE DATE: - to lo 10 lo PROPOSED PPC 04/21 /2004 CABINET (TELCO) r ` ) 0 0 0 , e . , . ISSUED FOR: �oo� - C ONSTRUCTION • �I l I I I l I _ • I I - REV.: =DATE: DESCRIPTION: B Y:- EV _ / p \ 04/09/2004 ISSUED FOR CJC 1 PPC TREE - NORTHWEST ELEV. y; 2 PPC TREE - SOUTHEAST ELEV. 3 PPC TREE - SOUTHWEST ELEV. 3 4 PPC TREE - NORTHEAST ELEV. I S;.; . 90x CD REVIEW A 04/21 /2004 ISSUED FOR CJC - CONSTRUCTION PROPOSED SERVICE • PROPOSED • LIGHT SERVICE LIGHT • PROPOSED SERVICE - RD MODULAR 1 ( `I PROPOSED LICHT P CELL OPOSE CABINET UL PROPOSED CPS . 7- EQUIPMENT CABINETS — PROPOSED BATTERY J UE MODULAR CABINET CELL FUT R CABINET N0. 2 . i I . . ' 33 1 .� ....... - 4 - - - - =' e =PLANS PREPARED BY: I • • • • MIII SIMI - • 0 -:__ to - 0 P POWER/ • + + f o r n TELCO CONNECTION J / 1 D I El Ell Architects - Engineers, P.C. I * PROPOSED '^ ■ U ii I I 46 200, WA 88036 t i PPC TREE - ` j •I 4630 200TH STREET SW, SUITE K PROPOSED CONC. I PROPOSED I PAD j 0 I ALUMINUM SKID • I ® � _. .- .,- .,, -_.. _ _ dH PROPOSED DUAL PHONE: (425) 670 -8651 "��rr �--y KDC FM: (425) 712-0846 • ALUMINUM �� = CONSULTAN I 'P I 1 In EQUIPMENT SKID r 81 • 1 \ -. to 3' -3• 2'-11• 3 -4 1 9' -0' a '� \ �,p/� • ( PROPOSED CONC. PAD , rIl \ i c L CI 5 PROPOSED EQUIPMENT- NORTHEAST ELEVATION s �;:; 6 PROPOSED EQUIPMENT- SOUTHEAST ELEVATION I - Ir`AWN kN.(tbk r PROPOSED SERVICE PROPOSED MODULAR PROPOSED SERVICE PROPOSED SERVICE UCHT CELL CABINET NO. 1 LIGHT JMG Ect ! fi) &==. 8 OF a LICHT PROPOSED CPS FUTURE MODULAR PROPOSED BATTERY L CELL CABINET NO. CABINET 1 .. _ PROPOSED I� i� '� , CABINETS T I. • . PROPOSED PP E 1 j C TREE jL E o I1 I I o l ° o i E o o =SHEET TITLE: to 1 e n I. 1 IE 0 PROPOSED .....__...._ _ j EQUIPMENT ELEVATIONS PROPOSED p ALUMINUM SKID I II • CONC. PAD - - I I I \ II.' =SHEET NUMBER: REVISION: PROPOSED CONC. PROPOSED DUAL ALUMINUM • to PAD EQUIPMENT SKID PROPOSED SINGLE •-• 9' -0 1 . -3 . ALUMINUM SKID • 11' -6- 7 PROPOSED EQUIPMENT- SOUTHWEST ELEVATION SCALE: 8 PROPOSED EQUIPMENT- NORTHWEST ELEVATION S, 124059 • 1o' -o' OC MAX I NOTES: 2•_0- CABLE SUPPORT POSTS TO BE 3' -0 HIGH FOR LATTICE AND I I 14 GA.(2 CHANNEL S.p DEPTH) rint e GUYED TOWERS AND 4' -0•I � i� GALV. STEEL GRIP J I TOP RAIL -� L I �I.�� �I� STRUT IMMO HIGH FOR MONOPOLES. CONNECT EACH SUPPORT LEG it SAFTEY GRATING " $.'•: UN �POS7 „ TO GROUND RUNS PER Sprint PCS 1 2 OD 3 :�W V V GROUNDING DETAILS II �.` ?? S TD PIPE T WEATHER CAPS (TIP EA. AND SPECS. 4683 CHABOT DRWE, SUITE 100 c CORNER, END OR PULL YI DIAGONAL ROD WITH P OST) SEE FENCING SPECS. PLEASANTON, CA 94588 I BOTTOM POST (4 "DIA OD 5TANDARD TURNBUCKLE (TYP,) ALL STEEL PLATES BOLTS, _ - I TENSION i PIPE) UNO - PIPES OR OTHER COMPONENTS I� WIRE BRACE RAIL TO BE DIPPED HOT GALVANIZED 3/8" U BOLTS ® EA. LEG � TYPICAL � ' R �:�• : AND CONFORM W/ THE STANDARD ° 3 5/B" GALV. STEEL PIPE I I - PROJECT INFORMATION: / / L I ELEVATION STRETCHER BAR FENCE SPECS. x i I ® 4' -0" O.C. MAX I 0 HWY 99/ GAARDE T PROVIDE CABLE SUPPORT SPACING I DE S EVERY 3' -0 m I ' I P063XC002A TOP OF FABRIC - 0 p� ;i! :! . :: GRIP STRUT i0 TERMINATE I / PI ANT OR =_ _ ; I 13680 SW PACIFIC HIGHWAY (99W) FACILITY SIDE _= 2 FROM VERTICAL PORTION Vii` `i``i�N - p"i "i``i` \`. OF THE A -BOX AND 2" FROM 4' -0 1 I TIGARD, OR 97223 i z PROJECT ABOVE i `� % °�i THE NEAREST PLANE OF , � I I WASHINGTON COUNTY , GROUND AND SLOPE Du ��� �� TOWER CABLE EXCEPT ON _ ; I _ z m I \3 ALL AROUND (TYP) s �� MONOPOLES WHERE GRIP ' I I , .0 I I CURRENT ISSUE DATE: = ,a : i .- ¢ I. \ \ \ i� STRUT SHALL BE EXTENDED _ o I I FIN GRADE AS SHOWN h " �` . COVER THE TOP LIP OF } S ¥ THE PORTAL. I� � I I 04/21 /2004 b • Z �,�.�.. WAVEGUIDE BRIDGE WILL BE o I ISSUED FOR: n 1' -O MIN. SUPPLIED BY CONTRACTOR. �I I n POST O.D. + 9 ° ' CONSTRUCTION Q a 2 MN :� I TYPICAL SECTION -REV.: -DATE: DESCRIPTION: BY:- 1 CHAIN LINK FENCE DETAIL I NT: 2 CHAIN LINK CORNER 1 N : 3 W BRIDGE DETAIL ' Nom: 04/09/2004 ISSUED FOR /� GS CD REVIEW CJC Mat EMS MODEL / 1 04/21/2004 ISSUED FOR CJC NUMBER RR65- CONSTRUCTION (INSTALL FENCING PER ASTM F -567, SWING GATES PER ASTM F- 900) - ` 18- 02DPL2 1. CATE POST, CORNER. END OR PULL POST 2 1/2 " NOMINAL (2.875" O.D.) SECTORS A & C q E SCHEDULE 40 PIPE 5.79 LOS /LIN FOOT FOR GATE WIDTHS UP THRU 6 FEET (GATE POST GATE POST OR 12 FEET FOR DOUBLE SWING GATE PER ASTM- F1083. 12' -0" MIN 2. LINE POST: 2" (2.375 OD) SCHEDULE 40 PIPE, 3.65 LBS /LIN FOOT PER CLR OPNC ASTM- F1083. 3. GATE FRAME: 1 1/2 • (1.875 OD) PIPE. 2.72 LBS /UIN FOOT PER = :XiX:::::: fX:;:;: ASTM- F1083. III •. • • • • • !i. 1"....• N4 i 4. TOP RAIL & BRACE RAIL: 1 1/2 (1.075" OD) PIPE, 2.72 LBS /LIN FOOT . •• PER ASTM- F1083. -PLANS PREPARED BY: ....,:;;•.• ) IN • : : :4 1 ic. t 5. FABRIC: 12 GA CORE WIRE SIZE 2" MESH. CONFORMING TO ASTM -A392. 1 GATE LATCH N WOE I I W/ LOCK 6. TIE WIRE: MINIMUM 11 GA GALVANIZED STEEL AT POSTS AND RAILS A SINGLE I .- I i WRAP OF FABRIC TIE AND AT TENSION WIRE BY HOG RINGS SPACED MAX 24" III. M • , I IlI VI I INTERVALS. I� .: ik O 7. TENSION WIRE: 7 GA. GALVANIZED STEEL. I . I . • :. I . I I I Architects - Engineers, P.C. :'::: . :* 8. BARBED WIRE: DOUBLE STRAND 12 -1/2" O.D. TWISTED WIRE TO MATCH ■. I I I 4650 MIN STREET SW, SUITE K .• � I : •i • i • OOi • i LYNNWOOD. WA 98036 I!.! &:w_:.•_:!:t y %; ;;w_�_:;:w_ W FABRIC 14 GA, 4 PT. BARBS SPACED ON APPROXIMATELY 5" CENTERS. BONE (425) 670-8651 BOTTOM OF 9. GATE LATCH: 1- 3/8 • O.D. PLUNGER ROD W/ MUSHROOM TYPE CATCH KDC FM: (425) 712 -0548 PROPOSED PLATFORM AND LOCK, KEYED ALIKE FOR ALL SITES IN A GIVEN MIA. = CONSULTANT: NOTE: 10. LOCAL ORDINANCE OF BARBED WIRE PERMIT REQUIREMENT SHALL BE - -" SEE NOTES ON DETAIL 10. COMPLIED IF REOUIREO. 11. HEIGHT = 6' VERTICAL + 1' BARBED WIRE VERTICAL DIMENSION. gPg BIM E2MUBP ,_,c,,A i'veri ,..., 4 CHAIN LINK GATE DETAIL I N : 5 CHAIN LINK NOTES I N 6 ANTENNA DETAIL ;-. 7 NOT USED I SCALE: ' KEP o!r:' " • ' T\ 1 `p ). T i NUMBER RR90- � I T: • 1 . .• I7- 02DPL2 V Okili a►t:lri �z -• �atr - - C7 ; SECTOR B A --,---i I _ . ,,�� SrTE WORK - d ' "R 1l+ULOR4FIOEJ � e FOR EQUIPMENT -LI EN LI 1. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND I LAYOUT SEE �ia- STIPULATED IN THE SPECIFICATION PROJECT SUMMARY. o , DETAIL 4 ON A -2 �/ 2. RUBBISH. STUMPS. DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE d�f� �S 1 0 REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. - •( J 3. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY I 11 I ®F p- FROM THE PCS EQUIPMENT, TOWER AREAS, AND ADJACENT BUILDINGS A 4. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. 4 GRAVEL P PLAN �4 REBAR 0 12 O.C.(GRID PATTERN) FROZEN MATERIALS. SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. 'co (WHERE SHOWN TO MATCH 5. THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM ON PLANS)- -, � �EXIST PAVEMENT =SHEET TITLE: GRADE PRIOR TO THE CRUSHED STONE APPLICATION. OR GRADE 6. ALL EXISTING ACTIVE SEWER. WATER, GAS. ELECTRIC, AND OTHER UTIUTIES WHERE ENCOUNTERED IN THE WORK. SHALL BE PROTECTED AT ALL TIMES. m ` " ` ` ` _ AND WHERE REOUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE \___ `- ` RELOCATED AS DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE USED - - -` -` - - Z 1' -6- DETAILS BY THE CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE I1' -6- WORKING CREW. TYP. 7. ALL EXISTING INACTIVE SEWER, WATER. GAS. ELECTRIC AND OTHER UTILITIES. [ COMPACTED SOIL TO MIN 95% MODIFIED WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED MAX DENSITY PER ASTM 01557 METHOD D AND SHALL BE GAPED. PLUGGED OR OTHERWISE DISCONTINUED AT POINTS (TO BE VERIFIED WITH SITE SPECIFIC SOIL REPORT). =SHEET NUMBER: REVISION: TO THE APPROVAL OF ENGINEERING. - SECTION A -A' NOTES: NOT COVERED BY THE BUILDING, DRIVEWAY OR CRUSHED STONE. SHALL BE I3 B• 1. FOR CONCRETE NOTES SEE DETAIL 2/A7 GRADED TO A UNIFORM SLOPE. FERTILIZED. SEEDED, AND COVERED WITH 2. GRAVEL SHALL BE NATURAL OR CRUSHED GRAVEL MULCH AS SPECIFIED IN THE SPECIFICATION LANDSCAPE WORK. WITH 100 PERCENT PASSING 1 INCH SIEVE. Tim EOM 1 8 NOT USED I N : 9 STANDARD CIVIL NOTES I N�: 10 ANTENNA DETAIL scALE 11 CAST -IN -PLACE SLAB DETAIL I 124059 24 TS5X2X1 /4 T1P. • . / � , I' RCS CONDUIT WITH � r / BEND D AS SHOWN • ' ' • _ '' o 4 - - GPS MOUNTING PLATE (SHOWN FOR REFERENCE ONLY) I POWER TELCO _ _ 5� _— I I PPC MINI 1 -y i -y Sprint PCS �� — _ — I CABINET I /2 EMT 4683 CHABOT DRIVE, SUITE 100 N I I e PLEASANTON, CA 94588 F.C. (EL. VARIES) NOTES: 5" 5 1. WIRING AND LIGHT < CONDUIT STRAP WITH SELF pp �p ,�. , r , • ,� 1 , �. •.-�, /gy p ��.S ' �` • . �•; � •. SOCKET SHALL BE PER TAPPING SCREWS (TYPICAL) -I = PROJECT INFORMATION: • v ' ELECTRICAL DRAWINGS \_ ; i .: T�j , � {'t• � <: 2. NEW LIGHT NOT TO < r 1 HWY 99/ GAARDE ST �.1'1'Ji.:,r•�q'yl:ta. •:lad. - %�� BE ATTACHED TO SWITCH AND RECEPTACLE • I. 111111= 111111= 111111 111111 = 111111 =:IMI =1 EQUIPMENT CABINET IN COMBINATION IN SINGLE \ 'l1= =11� = ��IIIIII= I°i11= 11iIlf -tool ANY WAY GANG FS BOX WITH 1" •1 tl. • I TOP & 1 BOTTO PO63XCOO2A B.O. (N) SLAB = IIIIII= IIIIII =IIII 111111= 111111 = IIIIII =I HUBS TOP AND BOTTOM PLAN VIFW 1//4 CAP PLATE 111 =IIIIII= IIIIII= 111111= 111111E111111 SEAL WEL 13680 (9 ) = SW PACIFIC HIGHWAY 9 W DUPLEX WEATHERPROOF COVER WALL MOUNTED TIGARD, OR 97223 POWER WASHINGTON COUNTY 0 I PROTECTION �� wm CABINET T54X4X1/4 1=CURRENT ISSUE DATE: 3/4'0 CRUSHED STONE OVER N g (REF: EVERG000, ^ 04/21/2004 40 MIL WEED BARRIER, EXTEND A 4 THICKNESS Z IA INC. I in OF GRAVEL HS5 3041/4 ON PPC OR MINIMUM OF 1 -0 BEYOND FENCING 11 o HS STAND ALONE (SEE PLAN) PART NO. ) EIVS, a 2 < 3/8 THK. BASE PLATE W/ 1/2 HOLE FOR [ ISSUFD FOR- . V < FOUR (4) I /2 EXP. 5/8 THRU BOLT 4- ANCHORS MIN 3" EMBED. W/ 1 1/2 OVERSIZE CONSTRUCTION 1 GRAVEL FINISH AT GRADE SCALE: 2 SERVICE LIGHT N ■ WASHERS, TYP. (7) _ — • F-: PLACES • tz' z —P:T -• - •IPTI • L4 %5 %I /4,PERECTION / AID SEAT ISS UED FOR U - - - — I / I 04/09/2004 90X CD REVIEW 5/16 r ` I 1//2 VENT HOLE I , I N 0 4/21/2004 ISSUED FOR ii I I CONSTRUCTION I AS SHOWN ON PLANS L . _ N IIIIII IIIIII = IIIIII 1 IIIIIIII 111111 = 11111' 1 11 =11 1' 111111 111111E-111' II1 . ASPHALT —IIIIII= 111111 PAVEMENT MIN. 8' 95% MATCH 111111= 111111 = 111111° 111. 11111 1111 =11 _ . 111111 (MATCH COMPACTED EXISTING 11111111111E111 1 111 11111111 EXISTING) ROAD BASE GRADE II =III b . 1 �L I� "��� -- L=a gguot=is ' • CONCRETE =PLANS PREPARED BY: -I -ILL X11 ` . :�1. 112�JL : ll .. L =IL L- '' CAISSON o 9 . 2 5 • - 1 =.11.= 11j I • -- — - • EXISTING GROUND SIDE VIEW -- �— •• • ASPHALT PAVING AND (4) R E0. SPACED BASE THICKNESSES: REFER TO PLAN - . • I I MATCH EXISTING PAVING THICKNESS FOR BASE AND WEARCOAT - PROVIDE 8 MIN. COMPACTED ■ ■ II ' ROAD BASE n Architects - Engineers, P.C. IMF 15 TIES 0 18" O.C. - Ill II I I I tem MINN St SURE K NOTE; PRONE: (425) 670 -8651 FOOTING DESIGN BASED d, KDC FAX, (425) 712-0848 ON 100MPH WIND AND UBC CLASS 4 SOIL OR BETTER =CONSULTANT (UBC TABLE 18-1 -A) , ; _ D fjf� 18'0 ,1 CAI` ^�'j�fC";', ! RFAAR PI AN-4FCTION 3 ASPHALT PARKING DETAIL N 4 PPC CABINET MOUNTING /CAISSION FOUNDATION N: "��' . KENN' . LJ, 1i WN _C APV — 6 i NVE.R, CjA LORADO EJC iii-11= : 1- S URE: a a • � ^ 111 =111= ° F FINISHED PARKING LOT GRADE ® ® ' t l j, ) 111= : -- - F a ° 5 i g Qe • — 4 ° • 111 /H �11 NOTE: SUBGRADE SHALL BE AT 95R PROCTOR DENSITY FOR THE FIRST SELECT COMPACTED 6 INCHES OF DEPTH. =SHEET TITLE: . a CRUSHED BASE 2. EXPANSION JOINTS OF 1/2" MASTIC MATERIAL SHALL BE PLACED AT THE „ n FOLLOWING LOCATIONS: P.C.S AND P.T.S OF CURBS. GRADEBREAKS. CURB — � N� _ 3. TURNS AT CORNERS AND FOUR FEET EACH SIDE OF DRAINAGE STRUCTURES. g ,,�so�5 O ° oo I o�3'ag R Sg CONTRACTION JOINTS SHALL BE PLACED AT EVERY 10 FEET OF DETAILS 4• 9 :5 o:bmp:L 2: _ CURB LENGTH AND SHALL HAVE A TROWEL DEPTH OF NOT LESS 111-11x111 II- THAN 3/4 OF AN INCH. III III= III= 111= =SHEET NUMBER: REVISION: r- I 8- 6' OF SUBGRADE 95% PROCTOR DENSITY TYPE - Er 1 CURB A6 5 CURB DETAIL 7 NOT USED SCALE: N.T.S. ' 8 NOT USED I SCALE: N.T.S. N.TS. 124059 35.80 9/16'0 x 1 I/4'- 4.51 26.77 4.51 9/16'0 x 1 1/4' ■ SLOTTED HOLES (TYPICAL) SLOTTED HOLES (TYPICAL) • SKID ATTIICHMENf AT SLAB SKID ATTACHMENT Al SLAB 4.51 L 26.77 9.06 26.77 4,51 , � PER ATTACHMENT DETAIL PER ATTACHMENT DETAIL I r_ t .82 1.82 6.33 23.13 12.70 23.73 6.33 9/16'0 x 1 1/4' - - : - 9/16'0 x 1 1/4' • _ _ _ _ - Sprint PCS SLOTTED HOLES (TYPICAL) SLOTTED HOLES (TYPICAL) 4683 CHABOT DRIVE, SUITE 100 SKID P PER T MFR SPECS TO ` SKID PER MFR. SPECS TO PLEASANTON, CA 94588 I � I P Wilk - - - =PROJECT INFORMATION: griii=1 X - • HWY 99/ GAARDE ST I I P063XC002A II i 1 I MA XIMUM CABINFT WFICHTS II I I 13680 SW PACIFIC HIGHWAY (99W) I I I I 1 I I I I MODULAR CELL 4.0 = 16151bs 35.4- x40"x72 "H TIGARD, OR 97223 ° 1 SINGLE CABINET S WNG BATTERY CABINET NODULAR CELL 3.0 1 WNG BATTERY CABINET = 20261bs 35.4 "x35.8'x70.9 "H WASHINGTON COUNTY N / (MODULAR CELL 4.0) N i WNC24 POWER CABINET 28941bs 35.4"x35.8'x70.9"H - CURRENT ISSUE DATE: (WNG BATTERY CABINET) II I (WNG24 POWER CABINET) I I WEIGHT . 18151bs I I I 11 I I I I 04/21/2004 1 II �I II 11 [ ISSUED FOR: `L _ -�, X = - - � =I 1. - - - - I CONSTRUCTION 1 ° I 1111' 23.13 ' ill 6.33 2 }.1} 12.70 I CABINET CONNECTION 23.13 6.33 TO SKID PER MFR. EQUIPMENT LRA ' -■:T _ . 'IPT10 N' :Y'- SPECIFICATIONS (TYP) CABINET PER El PLAN -RA ISSUED FOR 26.77 4.51 26.77 9.06 26.77 4.51 - 905 CD REVIEW Nam 35.80 71.63 / \ 0./21/2004 ISSUED FOR CONSTRUCTION ril 35.80 71.63 ■ II e . ' 1111 ■ REFER TO •' ..• ANCHOR NOTE • . . ' SLAB �' ■ 111 PROPOSED EOUIPMEN o 4 SLAB PER PLAN TYPICAL SINGLE CABINET SKID ANCHOR NOTE: 1/2'0 THREADED RODS EMBEDDED r (MIN.) INTO CONCRETE III II MOD CELL 4.0 / WNG BATT. CABINET / MOD CELL 4.0 AND WNG BATTERY SLAB SECURED WITH KILO HY150 INJECTION ADHESIVE ANCHOR =PLANS PREPARED BY: WNG24 POWER CABINET DUAL ALUMINUM EQUIPMENT SKID MOD CELL 4.0 CABINET ANCHOR DETAIL .. - • 4 1 EQUIPMENT SKID LAYOUT 6GALE mum • I I 11/2 GENERAL STRUCTURAL NOTES: 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL .. I I I Architects - Engineers, P.C. 9. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. UNLESS SHOWN OTHERWISE ON DRAWINGS: ■ . I I I 4810 200tH STREET SW. sun K WA 1. WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED, THE DETAIL SHALL LSD' 98038 BE THE SAME AS FOR OTHER SIMILAR WORK. 10. THESE NOTES SHALL BE CONSIDERED A PART OF THE WRITTEN SPECIFICATIONS. CONCRETE CAST AGAINST EARTH 3 IN. KDC 7 FAR (425) 712-0846 1 2. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL 11. ALL ITEMS REMOVED DURING CONSTRUCTION WORK (I.E., DRYWALL, PLYWOOD, CONCRETE EXPOSED TO EARTH OR WEATHER: =CONSULTANT: NOTES. CEILING PANELS, ETC.) SHALL BE REPLACED TO MATCH EXISTING. #6 AND LARGER 2 IN. 4(1'/. r #5 AND SMALLER & WWF 1 -1/2 IN. 3. NO PIPES, DUCTS, SLEEVES, CHASES, ETC., SHALL BE PLACED IN SLABS, BEAMS, OR WALLS UNLESS SPECIFICALLY SHOWN OR NOTED, NOR SHALL ANY 12. THE FOLLOWING REOUIREMENTS SHALL BE MET FOR SPECIAL INSPECTION: CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: '`,� STRUCTURAL MEMBER BE CUT FOR PIPES, DUCTS, ETC., UNLESS OTHERWISE SLAB AND WALL 3/4 IN. Cwt' NOTED. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR INSTALLATION OF A. THE SPECIAL INSPECTOR SHALL BE UNDER THE SUPERVISION OF A BEAMS AND COLUMNS 1 -1/2 IN. r,�' i t ANY ADDITIONAL PIPES, DUCTS, ETC. REGISTERED PROFESSIONAL ENGINEER. � {, j� ;'(,.: 1 i''' '. Lr L., 1 sj 5. A CHAMFER 3/4" SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE U.N.O. 4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY B. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. 4 ' FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT THE ARCHITECT /ENGINEER, AND OTHER DESIGNATED PERSONS. ALL DISCREPANCIES • INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR ■.. -..._, 4!�el °^ '!r�' 6. HOLES TO RECEIVE EXPANSION /WEDGE ANCHORS SHALL BE 1/8" LARGER IN DIAMETER � VI • . 1 APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT CORRECTION; THEN, IF UNCORRECTED, TO THE PROPER DESIGN AUTHORITY AND THAN THE ANCHOR BOLT, DOWEL OR ROD AND SHALL CONFORM TO MANUFACTURER'S `[ JMG � THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD SPRINT AND THE ARCHITECT /ENGINEER THE BUILDING OFFICIAL. RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. LOCATE (�, HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH AND AVOID CUTTING EXISTING REBAR WHEN DRILLING HOLES IN ELEVATED CONCRETE SLABS. _LICE1i j E: '+.) THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING ��f{/n� FROM THE SOLE NEGLIGENCE OF SPRINT OR THE ARCHITECT /ENGINEER. C. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT SIGNED BY 7. USE AND INSTALLATION OF CONCRETE EXPANSION /WEDGE ANCHOR, SHALL BE PER ICBO & l.e OF ® Q BOTH HE AND HIS SUPERVISOR STATING WHETHER THE WORK MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES. 5. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. REQUIRING SPECIAL INSPECTION WAS IN CONFORMANCE WITH THE FREE OF SHALL BE E FINISH. SURFACE S F L BE A SMOOTH SHALL AC FLOAT SURFACE OOTH C THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE 8. ALL OBVIOUS E SHAL LIONS. SURFACE SHALL BE LEVEL S WITHIN F 1'. ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS AND PEDESTRIANS WORKMANSHIP PROVISIONS OF THE UNIFORM BUILDING CODE. SURFACE FLATNESS SHALL BE ± 1/16" PER YARD. DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT. TEMPORARY D. COMPLY WITH ALL CITY SPECIAL INSPECTION REQUIREMENTS STRUCTURES, AND PARTIALLY COMPLETED WORK, ETC. OBSERVATION VISITS TO THE STANDARD STRUCTURAL STEEL NOTES: =SHEET TITLE: SITE BY THE ARCHITECT /ENGINEER SHALL NOT INCLUDE INSPECTION OF SUCH ITEMS. GENERAL CONCRETE NOTES: 1. ALL METAL WORK SHALL BE IN ACCORDANCE WITH THE SPECIFICATION GALVANIZED 6. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION. ASTM A36 UNLESS NOTED OTHERWISE. 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301 -89, ACI 318 -95 2. STRUCTURAL TUBING MEMBERS SHALL CONFORM TO ASTM A500, GRADE A OR A501. DETAILS 7. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOOR OR AND THE SPECIFICATION FOR CAST -IN -PLACE CONCRETE. ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE 3. ALL WELDING SHALL BE DONE USING E70XX ELECTRODES AND WELDING SHALL ADEQUATE SHORING /BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI AT 28 CONFORM TO AISC AND AWS D1.1. WHERE FILLET WELD SIZES ARE NOT SHOWN, DAYS UNLESS NOTED OTHERWISE. PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC "MANUAL OF STEEL 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING CONSTRUCTION ", 9TH EDITION. =SHEET NUMBER: REVISION: UTILITIES WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS 4. BOLTED CONNECTIONS SHALL USE BEARING TYPE GALVANIZED ASTM A325 BOLTS THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL CONJUNCTION WITH THE PROSECUTION OF THIS WORK. WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES CLASS "B" AND ALL HOOKS SHALL BE (3/4" DIA.) AND SHALL HAVE A MINIMUM OF TWO BOLTS U.N.O. A7 STANDARD UNLESS NOTED OTHERWISE. 5. NON- STRUCTURAL CONNECTIONS FOR HANDRAIL, LADDERS AND STEEL GRATING MAY USE 5/8" DIA. GALVANIZED ASTM A307 BOLTS U.N.O. 2 GENERAL STRUCTURAL NOTES SCALE 1 17.1.0' 124059 RAILING PER DETAIL 2 THIS SHEET • UNITS SHALL BE KEYSTONE � ____, x Sp COMPAC UNIT, TYP ' a 4... • KEYSTONE 4" CAP UNIT FINISH GRADE Sprint PCS MIRAGRID XT5+ (TYP) STEEL FENCE OR RAILING 1 ,,,, COMPAC EL EVATIO 4 683 CHABOT DRIVE, SUITE 100 PLEASANTON, CA 94588 ,, 64� j� BACKFILL, a IV =PROJECT INFORMATION: L =5. ;, FINISHED GRADE KEYSTONE 4" CAP UNIT t♦ cl ip z o In I �� NON- SHRINK GROUT O HWY 99/ GAARDE ST w w EXISTING GRADE POST IN PLACE 0 0 ° , 2 „ VARIES p ° ° Q PO63XCOO2A UNIT CORE FILL •lll (3/4" CRUSHED N, z 13680 SW PACIFIC HIGHWAY (99W) ROCK OR STONE) - , 0 TIGARD, OR 97223 \ KEYSTONE COMPAC UNIT liI' 1 8,• WASHINGTON COUNTY CRUSHED STONE LEVELING PAD Il - CURRENT ISSUE DATE: f� COMPAC PI AN 04/21/2004 (T)TYPICAL REINFORCED SECTION O FENCE SECTION & PLAN DETAIL COMPAC UNIT COMPAC UNIT - 1" MINIMUM SETBACK COMPAC UNIT - NEAR VERTICAL SETBACK ISSUED FOR: CONSTRUCTION LR; • =i:T_ P :Y•— BASE LEVELING PAD NOTES: /� 6" CRUSHED ROCK MINI CAP UNIT ,, \ 04/09/2004 ISSUED FOR LEVELING PAD 1. THE LEVELING PAD IS TO BE CONSTRUCTED WIDTH: 18" 90R CO REVIEW OF CRUSHED STONE. •DEPTH: 10" I_•—MMI♦ HEIGHT: 8" A 04/21/2004 ISSUED FOR CI . -_\ - -- 111111111111111111111111111111111111111111111111 2. THE BASE FOUNDATION IS TO BE APPROVED 'WEIGHT: 45 LBS CONSTRUCTION 1__--_—` IIlIIIu TO BY THE LA SITE ME T OFETH LEVELING LING PAD. PRIOR ■ III ......................... TO PLACEMENT OF THE LEVELING PAD. IIIIIllihIIIIIIIIIIIIIIIUUUhI COMPAC UNIT >r _M�,� :) IN.•••••••••il���............ WIDTH: 18" „ � MME111 1•11 • DEPTH: 12" HEIGHT: 5" 1 ' i . _ ELEVATION " STEP ■�L'1�EE�EEP.J��Ei:�EEEE�Ui� *WEIGHT: 85 LBS :� . B 12" ■PAi.uuuIMILEIIIIC uiIIIi11iI:�1 ' 6' .1 ril r r r r lEfiiG4EP\EL1. IUMphiiE]GlOW ( I . 3 IIN II r l'J� 1� % = ID .� ' =PLANS PREPARED BY: —Q = L U ..LF • I GEOGRID IS TO BE PLACED ON LEVEL ` '` III ,I BACKFILL AND EXTENDED OVER THE SLOPE CUT II UNIT FACE F= 11E11 I I I PULL GRID TAUGHT AND BACKFILL. UNIT. I = • I 24• STAKE AS REQUIRED. 6" CRUSHED ROCK MI III • 1 LEVELING PAD SECTION LEVELING PAD DETAIL GRID & PIN CONNECTION COMPAC UNIT /BASE PAD ISOMETRIC VIEW . • • I I 4 0 2 1 H — Engineers, SUITE P.C. STREET SCALE: 1" = 1 -0" Mil , I I LY� WA 980,166 K • DIMENSIONS & WEIGHT MAY VARY BY REGION KDC P/ONE: (425) 670 -8651 FAX (425) 712 -0848 =CONSULTANT: MATERIALS INSTALLATION (/ �Ip KEYSTONE UNITS EXCAVATOR GEOGRID INSTALLATION `•' y� A. KEYSTONE WALL UNITS SHALL BE ' COMPAC STYLE AND SHALL HAVE A A. CONTRACTOR SHALL EXCAVATE TO THE LINES AND GRADES SHOWN ON THE GEOGRID SHALL BE LAID AT THE PROPER ELEVATIONS AND ORIENTATION AS d MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 3.000 PSI. STANDARD CONSTRUCTION DRAWINGS. CONTRACTOR SHALL BE CAREFUL NOT TO DISTURB SHOWN ON THE CONSTRUCTION DRAWINGS OR AS DIRECTED BY THE r � A WEIGHT CONCRETE SHALL HAVE A MAXIMUM MOISTURE ABSORPTION OF 8%. EMBANKMENT AND FOUNDATION MATERIALS BEYOND UNES SHOWN. ENGINEER. (� "�� FIBERGLASS CONNECTING PINS B. CORRECT ORIENTATION (ROLL DIRECTION) OF THE CEOGRID SHALL BE VERIFIED �!! • s- FOUNDATION SOIL PREPARATION T . CONNECTING PINS SHALL BE 12' DIAMETER THERMOSET SOPTA ELK: B'( THE CONTRACTOR. A POLYESTER RESIN- PULTRUDED FIBERGLASS REINFORCEMENT RODS SUPPLIED FO SOIL SHALL BE EXCAVATED AS REQUIRED FOR LEVEUNG PAD C. THE GEOGRID SOIL REINFORCEMENT SHALL BE CONNECTED TO THE „e i�� A. 1`I�%. ° ` 7 `•� DIMENSK)NS SHOWN ON THE CONSTRUCTION DRAWINGS. OR AS DIRECTED BY THE MANUFACTURER. BY THE ENGINEER. KEYSTONE WALL UNITS BY PLACING THE GEOGRID OVER FIBERGLASS PINS • • B. PROJECT GEOTECHNICAL ENGINEER SHALL OBSERVE AND APPROVE FOUNDATION AND LAYING THE GRID BACK E THE FILL SIDE. i- KEYSTONE KAPSFALTM CONSTRUCTION ADHESIVE B. •/ , - D. FOE E GEOGRID SHALL BE PULLED TAUT TO E STA LOOSE A. MATERIAL SHALL CONFORM TO AVM 2339 AND SHALL BE SUPPLIED SOILS TH S PRIOR TO PLACEMENT OF CRUSHED ROCK LEVEUNG PAD. FOLDS AND PRETENSION THE REINFORCEEMENT. T. STAKE OR SECURE BACK i '.ti.: r3:.f�_ :.. ' ; 'i • " BY THE KEYSTONE UNIT SUPPLIER. C. OVER- EXCAVATED AREAS SHALL BE BACKFILLED WITH APPROVED EDGE OF GEOGRID PRIOR TO AND DURING BACKFILL AND COMPACTION, 'P ' • II .Nil Jr_ 1 V . '1I^ ■ GEOCRIO COMPACTED BACKFILL MATERIAL FILL PLACEMENT CJ JMG EelC A. GEOGRID SHALL BE MIRAFl MIRAGRID 551+ BASE LEVELING PAD A BACKFRL MATERIAL SHALL BE PLACED IN B UFTS AND COMPACTED 10 9516 .�•� ULTIMATE WIDE TENSILE STRENGTH PER ASTM D 4549 = 3525 LBS /FT A. LEVEUNG PAD MATERIALS SHALL BE PLACED UPON APPROVED OF STANDARD PROCTOR DENSITY. AS DETERMINED IN ACCORDANCE WITH — LIRE: � � 4 � CREEP REDUCED STRENGTH PER ASTM D 5262 = 2115 LEIS /FT FOUNDATION AS SHOWN ON THE CONSTRUCTION DRAWINGS TO A MINIMUM ASTM 0698. THE INPIACE MOISTURE CONTENT SHALL NOT EXCEED THE LONG TERM DESIGN STRENGTH PER GRI -GG4 = 1702 LBS/FT THICKNESS OF 6'. OPTIMUM MOISTURE CONTENT AS DETERMINED IN ACCORDANCE WITH BASE LEVELING MD PAD MATERIAL 8. AGGREGATE MATERIAL SHALL BE COMPACTED 10 PROVIDE A DENSE, LEVEL ASTM D698 AND BE NO LOWER THAN 20 BELOW OPTIMUM MOISTURE SURFACE ON WHICH TO PLACE THE FIRST COURSE OF MODULAR UNITS. OF O L A. MATERIAL SHALL CONSIST OF COMPACTED CRUSHED STONE AS SHOWN COMPACTOR SHALL BE TO 950 OF STANDARD PROCTOR DENSITY AS CONTENT. SWELL BE r ON THE CONSTRUCTION DRAWING. DETERMINED 114 ACCORDANCE WITH ASTM 0698. B. THAT MINIMIZES PLACED. SPREAD AND COMPACTED IN SUCH A MANNER UNIT FILL UNIT INSTALLATION HEA GEOGRID. THE DEVELOPMENT PMENT T O OF SLACK OR LOSS OF PRETENSION O OF F THE COGRID A. UNIT FILL SHALL CONSIST OF CLEAN I" MINUS CRUSHED STONE OR CRUSHED A. THE FIRST COURSE OF CONCRETE MODULAR WALL UNITS SHALL BE CAREFULLY C. ONLY HAND - OPERATED COMAPCTION EQUIPMENT SHALL BE ALLOWED GRAVEL MEETING THE FOLLOWING GRADATION: PLACED ON THE BASE LEVELING PAD. EACH UNIT SHALL BE CHECKED FOR WITHIN 3' OF THE BACK SURFACE OF THE KEYSTONE UNITS. SIEVE SIZE %PASSING LEVEL AND ALIGNMENT. D. BACKFILL SHALL BE PLACED FROM THE WALL BACK TOWARDS THE 1' 100 8. UNITS ARE PLACED SIDE BY SIDE FOR FULL LENGTH OF WALL ALIGNMENT. EMBANKMENT TO ENSURE THAI THE GEOGRID REMAINS TAUT. 3/4' 75 -100 AUGMENT IMY BE DONE BY MEANS OF A STRING UNE OR OFFSET FROM E. TRACKED CONSTRUCTION EQUIPMENT SHALL NOT BE OPERATED DIRECTLY ON =SHEET TITLE: NO. 4 0 -10 A BASE UNE THE GEOGRID. A MIMMUM BACKFILL THICKNESS OF 6• IS REQUIRED PRIOR NO. 50 0 -5 C. INSTALL FIBERGLASS CONNECTING PINS AND FILL ALL VOIDS IN AND AROUND TO OPERATION OF TRACKED VEHICLES OVER THE GEOGRID. TURNING OF REINFORCED BACKFILL THE MODULAR UNITS WITH UNIT FILL MATERIAL. TAMP OR ROD UNIT FILL TO TRACKED VEHICLES SHOULD BE KEPT TO A MINIMUM TO PREVENT TRACKS A REINFORCED BACKFILL MATERIAL SHALL BE AS RECOMMENDED BY THE GEOTECHNICAL INSURE THAT ALL VOIDS ARE COMPLETELY FILLED. FROM DISPLACING THE FILL AND DAMAGING THE GEOGRID. KEYSTONE WALL ENGINEER. SEE GEOTECHNICAL REPORT NO. 8- 91M- 12071 -0 BY AGRA EARTH AND 0. SWEEP EXCESS MATERIAL FROM TOP OF UNITS AND INSTALL NEXT F. RUBBER -TIRED EQUIPMENT MAY PASS OVER THE GEOGRID REINFORCEMENT ENVIRONMENTAL DATED MARCH 4. 1998. COURSE. ENSURE THAT EACH COURSE IS COMPLETELY UNIT FILLED. AT SLOW SPEEDS, (LESS THAN 10 MPH.) AVOID SUDDEN BRAKING AND DETAILS AND NOTES BACKFILLED MID COMPACTED PRIOR TO PROCEEDING TO NEXT COURSE. SHARP TARMAC. E. PLACE EACH SUBSEQUENT COURSE ENSURING THAT PINS PROTRUDE INTO CAP INSTALLATION ADJOINING COURSES A MINIMUM OF 1'. TWO PINS ARE REQUIRED PER A. PLACE KEYSTONE CAP UNITS OVER PROJECTING PINS FROM UNITS UNIT. PULL EACH UNIT FORWARD, AWAY FROM THE FILLING ZONE, LOCKING BELOW. PULL FORWARD TO SETBACK POSITION. BACKFILL AND COMPACT TO AGAINST THE PINS IN THE PREVIOUS COURSE AND BACKFRL AS THE COURSE FINISHED GRADE WITH LOW PERMEABILITY SOIL. =SHEET NUMBER: REVISION: IS COMPLETED. REPEAT PROCEDURE TO THE EXTENT OF WALL HEIGHT. B. PROVIDE PERMANENT MECHANICAL CONNECTION TO WALL UNITS WITH UNIT CORE FILL KEYSTONE KAPSEALTM CONSTRUCTION ADHESIVE. APPLY ADHESIVE A. ONE CUBIC FOOT, MINIMUM, OF UNIT CORE FILL SHALL BE USED FOR EACH 10 TOP SURFACE OF UNIT BELOW AND PLACE CAP UNIT INTO POSTON. A8 SQUARE FOOT OF WALL FACE. UNIT CORE FILL SHALL BE PLACED WITHIN CORES 1 OF, BETWEEN, AND BEHIND UNITS TO MEET THIS REQUIREMENT. 2 KEYSTONE BLOCK RETAINING WALL 11 ?.10' 124059 L • PLANT SCHEDULE __Ail.— • • SYMBOL BOTANICAL /COMMON NAME SIZE /COMMENTS - S SHRUBS Sprint PCS © *SMALL SHRUB SPECIES: RHODODENDRON MACROPHYLLUM/ MIN. 4' AT TIME OF PLAITING 4683 CHABOT DRIVE, SUITE 100 WESTERN RHODODENDRON PLANT AT 3' -0' 0.C. PLEASANTON, CA 94588 CROUNDCOVER•• TRIM BRANCHES & FOLIAGE BY 1/3 = PROJECT INFORMATION: • I+ } - RUBUS CALYCINOIDES/ EMERALD CARPET 1 GAL CONT., PLANT 0 12' O.C. \\,II / WHILE RETAINING NATURAL SHAPE HWY 99/ GAARDE ST ,�% P063XC002A \ \ `, v / 3' MIN. BARK MULCH 13680 SW PACIFIC HIGHWAY (99W) `�i 3' TEMP. CONT. EARTH SAUCER TIGARD, OR 97223 f�` -1 WASHINGTON COUNTY FINISHED GRADE • USE A MAXIMUM OF TWO SPECIES PER GROUPING IN MASS GROUPINGS. ma y . ���_ CURRENT ISSUE DATE: .r, / / aZ'' UNTIE B FOLD BACK BURLAP I/3 BALL •• USE ONE OF THESE TWO SPECIES THROUGHOUT. ��j � � Y ��' HEIGHT. SYNTHETIC BURLAP SHALL BE o 04/21/2004 � !6! � �� G / COMPLETELY REMOVED. NOTE: ALL SPECIES SELECTED ARE DROUGHT TOLERANT AND DEMAND' LOW - %� 3 SCARIFY EDGES OF HOLE WATER USAGE. \ v v > Y 6' MIN. TOPSOIL MIXTURE (SEE SPECS.) ISSUED FOR: 6" MIN. COMPACTED SOIL UNDER ROOT BALL NOTE: PROVIDE 4" OF SPECIFIED MULCH IN LOOSEN HARD SUBSOIL AT BASE OF CONSTRUCTION ALL PLANT BEDS. HOLE WITH PICK LR.: DESCRIPTION:—BY:— 04 /09/2004 ISSUED FOR C.JC 90% CD REVIEW A 04/21/2004 ISSUED FO CJC CONSTRUCTION 1 PLANT SCHEDULE N.T.S. 2 NOT USED ' 3 TYPICAL SHRUB PLANTING DETAIL : N.T.S. EXISTING WESTERN / EXISTING T- MOBILE ' N.\ • RHODODENDRON - ' ' 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH 'RHODODENDRON MONOPOLE ALL OTHER SITE IMPROVEMENTS PRIOR TO STARTING LANDSCAPE WORK. MACROPHYLLUM (TYP • { 100-0 HIGH STEEL 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTRUBINC OF 31t) O / I =PLANS PREPARED BY: ANY EXISTING UTILITIES. IF ANY ARE ENCOUNTERED, CONTRACTOR IS TO • - / o 0 \ / . PROMPTLY ADVISE GENERAL CONTRACTOR AND OWNER. O / o ®o V ■Illm No 3. CONTRACTOR SHALL MAINTAIN AND WATER PLANT MATERIAL UNTIL / • , OWNER'S FINAL ACCEPTANCE. o ' WIDE ACCESS 10' - SP R INT ' . ' I 4. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITY OF O + 0 \ GA PLANT .MATERIAL REPRESENTED BY SYMBOLS ON THE DRAWING AND /OR \ PR SPRINT I. • ■ • 1 I Architects - Engineers, P.C. COMPUTING SPECIFIC QUANTITIES OF PLANTS UTILIZING EQUILATERAL 0 �\ I' 1 RET AINING WALL 10' - 0' S W ED DE P AC I CE55 . . I I Iy�p gam' K SUITE • TRIANGULAR SPACING PATTERN AT THE ON- CENTEER DISTANCES SHOWN. WHERE GROUNDCOVER ABUTS CURBING. SIGNS, WALKWAYS, OR POLES, MINIMUM PLANTING DISTANCE SHALL BE 12" FROM CENTER OF PLANT TO k GATE PHONE: PHONE: (425) 670 - 8651 CURBING, WALKS, ETC. MINIMUM PLANTING DISTANCES SHALL BE 14' �� \ •r FAIL (425) 712 - 0846 FROM CENTER OF ALL TREES. PROPOSED SPRINT ■ + = CONSULTANT: 5. SUBGRADE TO WITHIN 1/10TH FOOT PROVIDED BY GENERAL CONTRACTOR )7)& 6' -0" HIGH CHAIN UNLESS OTHERWISE NOTED. + / 1 <', , ` \ LANK FENCE � j hR U 6. MIN. 4 DEPTH 5 -WAY TOPSOIL (SEE SPECIFICATIONS) IN ALL LANDSCAPE AREAS, l^ l ` / f Cl f INCLUDES BED AREAS, SOD LAWN & HYDROSEEDED AREAS. EXISTING EMERALD / 7. MIN. 2" DEPTH BARK MULCH. IN ALL PLANTING BEDS. CARPET 'RUBUS r / i — ' B. ALL PLANT MATERIAL AND CRASS AREAS SHALL BE FERTILIZED (SEE CALCYNOIDES' (TYP) �� / < 1 SPECIFICATIONS FOR TYPE AND APPLICATION RATE . - '-- ry r7 < ` ) . - 9. ALL PLANT MATERIALS SHALL CONFORM TO AAN STANDARD FOR NURSERY EXISTING VINE MAPLE 0 ti } STOCK. LATEST EDITION: ACER CIRCIATUM' A. GENERAL ALL PLANT MATERIALS FURNISHED SHALL BE HEALTHY (TYP OF 3) � ` 111 J0 REPRESENTATIVES. TYPICAL OF THEIR SPECIES OR VARIETY AND 4 � 7 . -P': L •S ":1 ei�= ��51 SHALL HAVE A NORMAL HABIT OF GROWTH. THEY SHALL BE FULL. WELL - BRNCHED, WELL. PROPORTIONED, AND HAVE A VIGOROUS. • `; / ' - 4 _ :_ iLt WELL- DEVELOPED ROOT SYSTEM. ALL PLANTS- SHALL BE HARDY PROPOSED e ms ^ _ UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF GROUNDCOVER TO ` THE PROJECT. MATCH COSTING `�OC =_I _ .L B. TREES, SHRUBS, GROUNDCOVER: QUANTITIES, SPECIES AND VARIETIES. (REFER TO • 0 SIZES AND CONDITION AS SHOWN ON PLANTING PLAN AND PLANT LIST. SCHEDULE) `. PLANTS TO BE HEALTHY, VIGOROUS, WELL - FOLIATED WHEN IN LEAF ` ��'' \ y � >. � ■ O , OF 011 FREE OF DISEASE, INJURY, INSECTS. DECAY, HARMFUL DEFECTS, ALL O /I O ` WEEDS AND WEED ROOTS. NO SUBSTITUTIONS SHALL. BE MADE WITHOUT /, WRITTEN APPROVAL FROM THE ARCHITECT. 10. PLANT SHRUBS AND TREES A MINIMUM OF 36' FROM CURBS TO ALLOW • - PROPOSED ECIES T SMALL O `6 � ; O 0 `` O O ' SHRUB SP FOR CAR OVERHANG. UNLESS WHEELSTOPS ARE PROVIDED. MATCH IXISTING � 11. A. PROPERTY OWNER TO BE RESPONSIBLE FOR WATERING LANDSCAPING (REFER TO SCHEDULE) f O • O ' =SHEET TITLE: B. MATERIAL. `;. O O O `, WEEDING, TRIMMING, AND OTHER LANDSCAPING MAINTENANCE TO BE PERFORMED BY AWS DURING NORMAL MONTHLY MAINTENANCE ` , 0 ■ O ' y C. WEEDS AND BLACKBERRIES TO BE REMOVED AT TIME OF PLANTING ` '� ' PROPOSED SPRINT 6" LANDSCAPE PLAN PROPOSED LANDSCAPING. 411111° CONCRETE CURB AND NOTES 12. ASPHALT OVERHANG IN PLANTING BEDS SHALL BE 6' OR LESS. GENERAL • CONTRACTOR RESPONSIBLE FOR CUTTING AND REMOVING ANY EXCESS ASPHALT. 13. PROVIDE 8' MOW STRIP WHERE SOD IS ADJACENT TO BUILDING; BOARDED WITH =SHEET NUMBER: REVISION: WOOD HEADER. N. 14. PROVIDE 4x6' PRESSURE - TREATED HEADER BETWEEN PLANTING BED AREAS AND 9 ..s. 0 LAWN /HYDROSEEDED AREAS. • ' ' Lall 1 PLANTING NOTES 4 >r B 24" "0�'; N.T. >� scam vr�r 124059 i •/ I PROPOSED OH CAUTION ! I � � • /, • / / / POWER ROUTE AP ROX. 1 0' APPROVED MATCH E %ISTING FINISH (, f EXISTING LIGHT POLE / TO POLE CALL BEFORE YOU DIG I BACKFILL SURFACE COMPACTED BACK FILL 1 (907C COMPACTION) W/ TRANSFORMER w _ (POINT OF POWER EXISTING UTILITY BURIED UTILITIES EXIST IN THE AREA I 111111 111111- 111111 111111 Sprint PCS CONNECTION) / OH •?q POLE W/ TELCO AND UTILITY INFORMATION SHOWN MAY U 1E—!IIiU II— IIIIII =II J ,'(4 / 04 ■ DEMARK (POINT OF NOT BE COMPLETE. CONTACT THE ONE- z I II IIIIII =u'1 - - T II_, wlll UNDISTURBED SOIL 4683 CHABOT DRIVE, SUITE 100 TELCO CONNECTION) CALL UTILITY LOCATE SERVICE A MINIMUM �_.. �.iv ^.,,�'f'.T', IIIII! liilll / \ == PLEAANTONCA 94588 / EXISTING OH / LINES (TYP) _ o= � +\ 2" CONCRETE CAP HWY 99/ GAARDE ST + EXISTING DECIDUOUS 2 PVC POWER P063XC002A 4 PVC TELCO ,, 1 � + CONDUIT Wan ��Q• J \ / . Si , v.` \ TREE (NP) - - CONDUIT + O� 4" SAND BEDDING MATCH EXISTING FINISH 13680 SW PACIFIC HIGHWAY (99W EXISTING FENCE SURFACE o , / • ,, / � _ MIN. OPTION !2 TIGARD, OR 97223 EXISTING BUILDING WASHINGTON COUNTY \ • .. - . \ �/ COMPACTED BACK FILL / , (sox COMPACTION) - CURRENT ISSUE DATE: Cs 4. � w I Hull 111111 = '- IRIII= IIIIII \ - ? !11111 III I I I I I I I I II IIIIII =II UNDISTURBED SOIL 04/21/2004 % 1101111110 1111112111M .t / N. IIIIII —IIII 11= IIIIII WARNING TAPE W/ ISSUED FOR: • / ' - IIIIII- "IIIIII— OPTIONAL TRACE WIRE 1 S ( 4: / \ ` \` \ � / m 1 9111 II= APPROVED BACKFILL / CONSTRUCTION A,A: + 12 "CLR.• - z'm PVC POWER O H , � C - CONDUIT - '06. • =1' : — OH TELCO !"wie CONDUIT Oa/09/2004 I -1 I . , ` r \� //�\ 04/21/2004 I SSUE D FOR \ i \ �^ T \ \` 4 SAND BEDDING L \ CO MIN. \ � / / ' ' ' r aj ► ''- \ / \ \ \ ' EXISTING BUILDING 3 UTILITY TRENCHING • _ • / \ E , \ � % / )4� ,�� (MASONIC LODGE) ._ II / t EXISTI EVERG N \ ^_� '`?i" , B J i . II / 1 TREE (TYP) \ 4 ,l° t / ^ 4' 4` • \ / S. / II _ / xx EXISTING UTILITY \ EXISTING T- MOBILE / / POLE 1 EQUIPMENT AREA \ F ii / PANEL "PP '- 120/240V lm 3W 200A MAIN BREAKER =PLANS PREPARED BY: I PROPOSED UG. POWER/TELCO N 1,1'..,N � , � DESCRIPTION \ / 10 CB NO. L I L2 NO. G DESCRIPTION -- - - I ROUTE TO EQUIPMENT; ROUTE \\ E %ISTING 100' -0" A/A, 1 POWER IN 2 SCHEDULE 40 PVC, \ HIGH MONOPOLE � •7' 1 9.8 KVA 9.8 7 SURGE SUPPRESSOR (INTERNAL) j RADIO EQUIPMENT (POWER CABINET) o. ; • 1 ROUTE TELCO IN 4 SCHEDULE / �� . � % - , - III • , ' ( O PVC CONNECTION 378' TO SITE) \ _ � \ \ 2 2 8 TELCO CONNECTION N / , . BY TELEPHONE CO.) \ f _ - - + v � 'a SPACE 3 - - 9 FM LIGHTS (IF APPLICABLE) ■.. I Architects Engineers, P.C. / • 1 - \ � � S � t i \� \ � / SPACE 4 - 10 III II , ' I LBJO 200TN�SiRE . SURE K ' ,\ Y0/ r I P NE (75) 870 -8651 `��� I • , � SPARE 5 2 KVA t t GFCI RECEPTACLE (INTERNAL) FAX: 4 �..•��•' I I KDC (25) 712 - 01346 • ..`J`• I 1 / VENT FAN (INTERNAL) I I 6 .Ot - 12 SPACE =CONSULTANT: S - PCS 15' -0 x ` S, • TOTAL CONNECTED LOAD 19.8KVA/.240 = 82.5A < 200 fir ;' LOAD PHASE 9.81 10.0 30' -0 LEASE AREA A IS - �/ ! PROPOSED SPRINT I PROPOSED SPRIN 1 \r PCS EQUIPMENT CABINET `S c , • PROPOSED SPRINT G I / \ . ( 3 PCS PPC TREE I Z 1 . 1;;,,, 1 :"1 ! '. ' 1 POWER, TELCO ROUTING 4O' 9 LE r -20' ' T.� 4 PANEL SCHEDULE ��_ = —_ =s TO from I r t ~I i f• • ' • O NEW OVERHEAD C SERVICE NOTES LI 1$>,I Q,• I 2 SCHEDULE 40 PVC 3 #3/0 THHN CU vv 1. SERVICE POWER SHALL BE 200A, ) • 00A METER BASE r RR� 240V, 10, 3W. UTILITY COMPANY METER) 1. UTILITY POINTS OF SERVICE AND WORK / MATERIALS SHOWN ARE BASED UPON OF ®Y- ' 2. UTILITY RECEPTACLE IS A GFCI DUPLEX OUTLET INSTALLED IN THE DEADFRONT PRELIMINARY INFORMATION PROVIDED BY THE UTILITY COMPANIES AND ARE FOR OF THE PPC. WP 200A /3P BID PURPOSES ONLY. 3. FOR COMPLETE INTERNAL WIRING - AND ARRANGEMENTS REFER TO ' 200A 2. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY FOR FINAL AND EXACT 2 CONDUIT - 3 #3/0 THHN CU + #2 GRND VENDOR PRINTS BY PPC MFR. WORK / MATERIALS REQUIREMENTS AND CONSTRUCT TO UTILITY COMPANY EVERGOOD. PART #EILA5APC -4W2, 1 #2 CU FRN -R ENGINEERING PLANS AND SPECIFICATIONS ONLY. CONTRACTOR SHALL FURNISH =SHEET TITLE: U.L. LISTED. TO DRIVEN •' (HUBBELL B EMERGENCY 1 2) GENERATOR RECEPTACLE AND INSTALL ALL CONDUIT. PULL ROPES. CABLES. PULL BOXES, CONCRETE 4. PROVIDE A MIN. 36 WORK CLEARANCE GROUND ROD ENCASEMENT OF CONDUIT OF REQUIRED). TRANSFORMER PAD, BARRIERS, POLE • IN FRONT OF PANELS /SERVICE EQUIP. _ - -_ 2 CONDUIT - 3 #3/0 THHN CU + #2 GRND RISERS. TRENCHING. BACKFILL, PAY ALL UTILITY COMPANY FEES AND INCLUDE POW /TEL, CABLE ROUTING 5. ALL BREAKERS IN THE PANEL ARE f - I ALL REQUIREMENTS IN SCOPE OF WORK. RATED 10,000 RMS SYMMETRICAL AMPS, I 200A WALKING BEAM INTERLOCK BREAKERS ELECTRICAL ONE -LINE 240V MAX, 75' C. I ■ I (DOUBLE THROW TRANSFER SWITCH) 3. UTILITY CONTACTS FOR THIS PROJECT SHALL BE AS FOLLOWS: 6. ALL WIRING SHALL BE RATED FOR 75' C. I POWER PANEL • PP• INSIDE 'PPC -MINI• PANEL SCHEDULE 7. CONDUIT REQUIREMENTS (TYP., U.N,O.): UNDERGROUND: PVC (SCHED. 40 OR 80) #2 AWG TO 5/8 x 10' I I (ALL BREAKERS COME FACTORY INSTALLED) PORTLAND GENERAL ELECTRIC VERIZON • INDOOR: EMT (RGS IN TRAFFIC AREAS) GROUND ROD 1 j ...- POWER PROTECTION CABINET *PPG -MINI" t - 800 - 542 - 88tB 1 - 483 - 5100 =SHEET NUMBER: REVISION: OUTDOOR (ABOVE GRADE): RCS (ELECTRICAL SERVICE GROUND) (U.L. LISTED AS SERVICE ENTRANCE EQUIP.) - - 1 1/4• CONDUIT - 3 #1 & 1 #6G POWER 1 CABINET 2 ELECTRICAL ONE -LINE DIAGRAM 5 UTILITY GENERAL NOTES 124059 d I I• 20" BUS BAR • BY HARDER • GROUND WIRE ABOVE GRADE / N. IN WATER TIGHT FLEX CONDUIT • � • t ® INSULATOR GROUNDING NOTES: • + z _ Sprint PCS I. CONTRACTOR TO TIE INTO PROPOSED ICEBRIDGE + \ _ • • • • • • • • • • ,.• • - • • • • • • • • '• ■ (MIN 2 PLACES) / •1' 411:11404:114: I 111;0:104:0:110: . . •.4T • •T � • •i • • NEW GROUND BAR AT , . . 4683 CHABOT DRNE, SUITE 100 in 2. CONTRACTOR TO TIE BASE OF MONOPOLE TO GROUND ANTENNAS • • ; } o PLEASANTON, CA 94588 RING 2 PLACES MIN wax 12 An SOLID BARE ON \ - t EC 0C Oe�C: �F0t C 4 • �i E '�'�' � : 1 0 : 11110 , 111I-' � ll ; � ` ALL ABOVE GROUND WIRE TO BE IN I' FLEX CONDUIT. ••#' L, _ 11 1111, It ll'=.11 =,1 11[,=,,1 tll.�"11.CII�ILDI � 11� 11 �� -, EXISTING GROUND '� I I 11 ` 11 � 11 I II: 11 ..II �IILJI :� I� _ - ' x' = PROJECT INFORMATION: } RING AT MONOPOLE \ O - T — I 'I I I' � —�� 1 _ 11�IL II'�� 1 1 - I � I'� I- +- \ y / w I I I -- i 1 f 1 1P I O I —1 —1 - / G " ,,,���,,, -T— I - I-- i=11: ==.11— 71x=11 — I —1 . I. HWY 99 AARDE ST y - \ \ \ TI E INTO E%1571NG m I _ -1 r_• —WTI I 1 — .- y NEW GROUND BAR I \ \ RING MIN. GROUND _ P063XC002A AT BASE OF POLE \ ANTENNA NOTE: \ CC , \ 25 PIGTAIL— 0 GROUND WIRE 13680 SW PACIFIC HIGHWAY (99W) PROPOSED ANTENNAS AND MOUNTS ,I- I \ PROVIDED WITH - PER PLAN TIGARD, OR 97223 NOT SHOWN IN PLAN VIEW FOR ,�t� \ �/ \ 1 WASHINGTON COUNTY BUS BAR Z CLARITY L C) I •� : 1 t - • I *NN I 11 1--1 - CURRENT ISSUE DATE: A / GROUND RO. t t I N /U I U\ • • ^! 1 \ 'I� 1 I MECHANICAL CADWELD TYPE CADWELD TYPE 04/21/2004 CAD t44 / \ \ I I CONNECTION, TYP. "NC" MOLD "NC MOLD 1• \ I GROUND GATE TYP. N. -I, \ I I GROUND WIRE GROUND WIRE ISSUED FOR: \ / PER PLAN PER PLAN PROPOSED 12 -D" .• CONSTRUCTION -I - \\ I / WIDE DOUBLE GATE GROUND ROD GROUND ROD GROUND ICEBRIDGE LEG \ \\ / N \ PER PLAN PER PLAN TO GROUND RING (TYP + /I NI \ — REV.: =DATE: DESCRIPTION: pY:— OF EA. LEG) N SC ALE: I 3 MASTER GROUND BUS & CADWELD CONNECTIONS D ISSUED FOR �C _ _ 90R CD REVIEW `` / \\ // / _ \ \ \\ / i / , / \ / 1 04/21/2004 I FOR CONSTRUCTION CJC \\ / / / PROPOSED 6 -0" HIGH \ / // I iii 4 N CHAIN LINK LINK FENCE �� // / • GROUND FENCE N / _ POST(S) TYP. OF ALL , - - -/ } PROPOSED SPRINT \ ` *� / - // EQUIPMENT / \ma ® } #2 AWG BTCW v - GROUND RING, TYP. \� / • 4 ► / =PLANS PREPARED BY: 'y } CADWELL CONNECTION / / IIIIII� =11 OM TYP. \ • U \ PROPOSED SERVICE PROPOSED U.G N. -I - \ GROUND PER N.E.C. . • , I I Architects - Engineers, P.C. • POWER/TELCO ROUTE\ ry \ & LOCAL CODES III . , U I LYNNW000 RA 98036 • \/ 4830 200TH STREET S11 SURE K PROPOSED PPC PHONE (425) 670 -8951 1 TREE KDC FAX: (425) 712 -0646 / =CONSULTANT: 'v 4.. 13 1 EQUIPMENT AREA GROUNDING LAYOUT 4 e VT 4 NOT USED ,--41°:17;-)v EXISTING STEEL MONOPOLE 1 �— ANTENN PER PLAN STEEL PLAN - 1. ALL DETAILS ARE SHOWN IN GENERAL TERMS ACTUAL GROUNDING rT _ _ I 1 1 ( OUAN NA S CONFIGURATION VARIES) ( pi ■ � ) SITE AND CONSTRUCTION ACCORDING TO ,,� { \Eik 4� r CAP "� - - I �' 2. LL GROUNDING CONDUCTORS: 12 AWG SOLID BARE TINNED COPPER t }1=� WIRE UNLESS OTHERWISE NOTED. NOTES. I, =, �3 iti _ : Qs �1. AP 1 THIS IS A DIAGRAMMATIC REPRESENTATION ONLY. SEE GROUNDING �` -'� I 'I 1 IMF' PUN FOR SITE - SPECIFIC GROUNDING LAYOUT AND COMPONENTS. • 3. FURNISHED AND INSTALLED BY VENDOR. WILL BE PROVIDED, !// ►' 2. SEE GROUND NOTES FOR ADDITIONAL INFORMATION. EJC I r � 4. ALL BELOW GRADE CONNECTIONS: EXOTHERMIC WELD TYPE, ABOVE =L A l t ' LIRE: l t i r-' CABLE GROUNDING GRADE CONNECTIONS: EXOTHERMIC WELD TYPE. �l >r t ' �' ' ' I KIT, TYP. COIL GROUND CONDUCTORS v cesa FOR FUTURE CONNECTION 5. GROUND RING SHALL BE LOCATED A MINIMUM OF 24' BELOW GRADE I/4 "X4 "X12" TO CABINETS, TYP. • ALL FUTURE CABINET LOCATIONS SHALL OR 6" MINIMUM BELOW THE FROST LINE. 6. INSTALL GROUND CONDUCTORS AND GROUND ROD MINIMUM OF ®� ®�� _ t #2 AWG BTCW _ :• GAPS ANTENNA I COAXIAL CABLE O 1' -O" FROM EQUIPMENT CONCRETE SLAB, SPREAD FOOTING. OR - -I PER PLAN, TYP. I ((��� J FENCE. i - PROPOSED PROPOSED 7. EXOTHERMIC WELD GROUND CONNECTION TO FENCE POST: TREAT IA�)'. MODCELL I MODCELL CABINET I BATTERY ". WITH A COLD GALVANIZED SPRAY. ' , 2 -HOLE LUG, CABINET CABINET • ■ CABLE TYP. f 8. GROUND BARS: =SHEET TITLE: ��// BRIDGE A. EQUIPMENT GROUND BUS BAR (EGO) LOCATED AT BOTTOM OF OM I' �a•� CABLES ANTENNA POLE /MAST FOR MAKING GROUNDING JUMPER CONNECTIONS 1/4"X4'X 12 "I..r ....� � j ���� I I TO COAX FEEDER CABLES SHALL BE FURNISHED AND INSTALLED BY • GROUNDING LAYOUT, T I I Ur I , SUU BEE TRICAL ALLED CO NECTED ELECTRICAL ) BY SHALL SCHEMATIC, • r i „ i 11„iji_�i,_i)Li _� a, B. MAIN GROUND BUS BAR (MCB) LOCATED NEAR THE BASE OF THE GROUNDING NOTES, • I —" - FOOSH GRADE 1 BY ELECTRICAL CONTRACTOR. SHALL BE FURNISHED AND INSTALLED AND DETAILS I_ ❑ • •• G l7GH 6 0 ELECTRICAL —�I g W I 1/40(41(20 G SERVICE 9. LL OBSERVE CROUNDiNG N.E.C. AND INSTALLAL OC ONS UTILITY AND CONNECTIONS REQUIREMENT$ SHALL FOR BE MADE ELECTRICL BY =SHEET NUMBER: REVISION: • I C ' + I GROUND , ELECTRICAL CONTRACTOR. � � 0 r • G * C 1D. ` I 0 0 �„ z SERVICE GROUNDING. . EXISTING GROUND RING I 5/8 X 10' LONG GROUND TEST 11. GROUNDING ATTACHMENT TO TOWER SHALL BE AS PER • 0UND U 0 O.C. GROUND RING ( 82/0 SOLID BARE TINNED COPPER WIRE) CADWELD, TYP (WEL OF 2) MANUFACT RER'S REC OR AT GROUNDING POINTS E PRONGED 2 • GROUNDING SYSTEM SCHEMATIC t 5 G ROUND NOTES 124059 r FLEXIBLE LIQUID TIGHT j 2:11' j +� METER CONDUIT BASE. USE RGS) • II \ = ---v, Sprint• 4. FINISHED GRADE + / + \ I I CABINET Sprint PCS Z /J / DOOR 411.i.:' I :W.A .*I C •}; , :• . -4 7 �? •,.•. ::.-.'t.... :• • t � T � :,c . a ' ; � *•:t.,440* .� ;;; 4683 CHABOT DRIVE, SUITE 100 + •�•:► :tip. - • i ,i,.k ' is • t tcc •ffi :i•.•� �•.. • PLEASANTON, CA 94588 _ iiilll_IIIIII_IIIIII= 111111= 111111 = 111111 = 111111 =111111= Lillll°III71 111111° 111111= 111111= 111111 °111111 = 11101= IIIIII°IIIIO - - - 111111 =1iuu= \ POWER MODCELL Ii111=III111111= 111111 = 17111_ 111111 =11111111111116 = 111111_ 111115111 / CABINET CABINET = 111111 CIII 111111_ 111111� n 111 '11711111_IIII II „ 111111= Illlil'. �IIII= 111111 = 111111 - 111111= 111111 =1i llll= lflil� 111111 =1111!1= i — _ _' -' ui111= 1 1i111_Iliill =lil =PROJECT INFORMATION: i- I i_ 111- _Ilml =.- _n " ^�� 111iIL / � \� I HWY 99/ GAARDE ST / L P063XC002A LJ R =24 , IN, • i RIGID STEEL 13680 SW PACIFIC HIGHWAY (99W) i I 2 . '0 PVC o CONDUIT TIGARD, OR 97223 / / / ELECTRICAL CONDUIT STUB-UP FOR PPC a WASHINGTON COUNTY • . ELECTRICAL TO TELCO CONDUIT " Pvc CONDUIT CURRENT ISSUE DATE: POWER CABINET SIZE AS SHOWN O STUB -UP FOR PPC ON LAYOUTS TELCO TO MODCELL EDGE OF CONC. • SLAB 11111 04/21/2004 N CABINET �I 6 -9• PVC ADAPTOR TO ISSUED FOR: , r • // 2 I STUB -UP DETAIL N 3 I CONDUIT STUB -UP @ EQUIP. CONSTRUCTION — REV.: DESCRIPTION; BY;— 04/09/2004 90R CD REVIEW CJC aillkillP ISSUED FOR , PP� 04/21/2004 CJC • • TO ET srs ` , : ;r �� • / CO '+� `� ! / G � / 4" OR \ E / TELCO TO PPC z f\\ N. / P �� TELCO CABINET r e c ' * ---•,,/ A , 2 - 0 PVC TELL• \ •F CONDUIT ` \ =PREPARED BY: ELECTRICAL -F' \ / t • 40 \ / 2272/50:82 + O1 TYPE WELD - CADWELD PE TA IN Ell ■ ' I \ O 12 BARE SOUD TINNED COPPER GROUND CONDUCTOR II III . I • 41110 4. O3 GROUND ROD 5/8" DIA. ■ 10' -0" LONG COPPER CLAD STEEL Architects 2ooTR sTREET SW. SUITE X \ 4 � , I I 14.630 PHONE: P.C. ONE: (4, 670-8551 - \ / IX (4 (425) 7 ) -0846 • ■ . FAX: (425) 712 -0846 = CONSULTANT: Cf....0 1-11.'t T Ls—cALF: scALE 4 N.,, - ,9 44+' ' 1 CONDUIT STUB -UP @ EQUIPMENT LOCATIONS 1 4' 2453e'scALE: 1R'_1•-0' IH117•SCALE: 174•_1 N 4 I GROUND ROD DETAIL 5 I NOT USED 1/4'.1,0': ,4 : C5 ,- • `rL� � � 4....A. © 9 DAM. PVC V BOX O PRO�IDE W/ CO RRT 1 :. - �. ��--. = a,• ' ° - 0 0 7/16' ( ) " / - o pp2 BSCW LOOP AS E 2 __.. - o o ° o FINISH GRADE FARCE AS POBL azz - _ - o o o 0 ° TO AVOID SHARP BEND — 14ir o ( ° n �.o � o i�i�i� aa�.•.i� . y . y . �1 ±YC E o ' o Q SEE DETAIL 7 • :• �� OF 0 ts, ° 4 LEGEND I- TINNED COPPER GROUND BAR, 1/4 "x4 "x20 ". NEWTON CLEAN SAND FILL " _ INSTRUMENT CO. CAT. NO. B -6142 OR EQUAL. HOLE =SHEET TITLE: . • CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION. RgING GROUND • 9SCW 2- INSULATORS, NEWTON INSTRUMENT CAT. NO. 3061 -4 TTI B NNED 3- 5/8" LOCKWASHERS, NEWTON INSTRUMENT CO. STUB —UP LAYOUT CAT. NO. 3015 -8 CABLE TO ROD I CAD WELD (ttP. ON AND DETAILS 4- WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. CONNECTOR EACH SIDE OF LOOP) CADWELD TYPE 'TA' CAT NO. A -6056 GROUND ROD 2/E -3 ' 5- 5/8 -11 X 1' HHCS BOLTS. NEWTON INSTRUMENT CO. =SHEET NUMBER: REVISION: CAT NO. 3012 -1 ' - ' E3 i 6 NOT USED 7 GROUND BAR DETAIL 8 GROUND TEST WELL DETAIL 9 NOT USED 124059 NONE NONE