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Plans WPoo7- Do pct (.P 142 6 Wo ,Skki S AVE • • • ARTISAN ENGINEERING, LLC 325 West 13`" Avenue Eugene, Oregon 97401 -3402 Phone: 541-338-9488 Fax: 541-338-9483 RECeVED www. artisanengineering.com January 5, 2007 AP R 4 City lUUI Mr. Patrick Plowm an Architects Rath @Uj� �NG0 �S� Gaz ey ON 2701 NW Vaughn, Suite 764 Portland, OR 97210 Re: Structural Calculations — Cantilevered Pipe Mount and Cabinet Anchorage Details for Clearwire Installation at the Roof of the 16580 SW 85 Avenue in Tigard, OR Site: Clean Water Services OR- POR072 -A Dear Patrick: Artisan Engineering, LLC has completed a structural analysis and design for the cantilevered pipe antenna mounts for the Clearwire antennas to be mounted on the parapets of the concrete structure at 16580 SW 85 Avenue in Tigard. We have also designed the cabinet anchorage on the roof of the structure. We completed this work per your request late last month and on the CD review drawings that were sent to us. The existing concrete structure has a 12 -inch thick roof slab and 10 -inch thick concrete parapets that are about 36 -inch high. There are existing shelf angles bolted to the parapets and we understand that these angles will be used for the antenna mounts. The antenna and radio cabinet loading is light so we have not performed an analysis of the existing structure for these loads. Instead we have provided calculations for anchoring the equipment and details to be included in your construction drawings. We designed the antenna mounting pipe for a wind load of 90 mph at Exposure C per the local jurisdiction requirements. We have detailed the use of prefabricated brackets by Valmont that will be adapted to fit the existing angle brackets. The pipes should be 2 -inch Schedule 80 pipes that cantilever about 7 -feet above the parapets. We have also noted that expansion bolts should be used to anchor the radio cabinet sleeper beams to the existing roof slab. All of the steel hardware and mounting components should be hot - dipped galvanized components. Please refer to the attached calculations and details. We have enjoyed assisting you with this project. If you ha additional questions, comments, or concerns please feel free to call Sin re.. A. Sin J Timothy Wolden, PE Principal, Artisan Engineering, LLC • f ^ File: Letter to Patrick for POR- 072.doc >, EXPIRA o ATE: # p - _ ARTISAN ENGINEERING, LLC Job No.: 7(>t °' ° A Page : I of: 5 325 W. 13th Avenue �- ., _ Eugene, Oregon 97401 -3402 By: . f "" Date: t t 5 - Tel (541) 338 - 9488 • Fax (541) 338 -9483 - _ _ www.artisanengineering.com Project: I' t i M. �2Cu�, WAY- r �� (� IIi1I, ;1i; 1j !L_ _ • ! i ' : i l L___ t ‘, :i_i ' ; - - _ 1... i I # f _,_,L i i_ ! s 4 i 1 1 f i- % 1 I 1 1 S f I ! , 1 _ ! 1 = ! i i i I 1 I i i i I I ' i 1 1 1 1 1 4 1 . , I 1 : i I 1 I i LI ' c 111 i 1 f F ? �l _ ! - _ i I t 1 f 1 1 ( I E 1 i I t i' -i-- -/ 1 i _ , Ak 1 i s . S7" ••- 1 1 . - --7 ; i 1 1 i -- . I O. 1 1 i i , ; ' , ____I ___LI___1____L, __, : Ht_i ' 7, -7.-,i- ti L j___ ,4 � I E ,, _ °mss f i - � " 1. / t"l , ^ .' 1 ; ! 1 t; i 1 1 ! 1 I t • I. 1 ! j' {{ i r 1 i I 1 ; 1 ^ - 1 , {I 1 i F i ! i I s i ""� 1 1 i t- I , 11;......,,I.-,' 11%. 1 f 1 1 11 1 # '1 } 1 tk ` t 1 !_ ` 1 1 1 4 => x�t tiiii t ` i 1 � i _ f i i I 1 1 1 I i 1 t : i I € !� I I i ' ! j - f - ■ - -_ .._. 1 I I , t { 5 1 1 I i 1 l i I — i f 1 E i 1 1 ------r---- i t i 1 i I I ! ;, f I 1 1 1 1 � ' 1 1 1 S y i i I s !. 1 W 1 r ` 1 1 i 1 ' __ ■_-/ • ; Page 2 of 4 ER -5788 TABLE 1-ALLOWABLE IN NORMAL-WEIGHT CONCRETE WEDGE-BOLT h ,4 HORS INSTALLED 4/ WITH SPECIAL INSPECTION OUT SPECIAL INSPECTION / Concrete Strength, fc Concrete Strength, f ANCHOR MINIMUM psi 5,000 psi 6,000 psi DIAMETER EMBEDMENT 3 2,000 psi 3,000 psi 4,000 psi 5,000 psi 6,000 psi 2,000 psi 3,000 psi 1 230 305 380 400 415 115 155 190 200 205 11/2 440 515 590 605 620 220 260 295 305 310 I - 2 700 880 1,060 1,155 1,245 350 440 530 580 625 21/ 1,055 1,140 1,225 1,270 1,315 530 575 615 640 660 1 535 600 665 715 760 270 305 335 360 380 2 825 930 1,030 1,165 1,300 415 465 515 585 650 630 695 810 920 3/ 21 / 1,115 1,255 1,390 1,615 1,835 560 1,120 1,240 3 1,545 1,770 1,995 2,235 2,475 775 890 1,000 3 1,975 2,290 2,600 2,855 3.110 990 1,145 1,300 1,430 1,555 2 740 865 985 1,090 1,195 370 430 490 545 600 2 1,025 1,165 1,300 1,460 1,620 515 585 650 730 810 3 1 1,360 1,655 1,950 2,150 2,345 680 830 975 1,075 1,170 3i/ 1,515 1,820 2,120 2,550 2,975 760 910 1,060 1,275 1,485 4 1,905 2,610 3,315 3,315 3,315 955 1,305 1,660 1,660 1 2 /2 855 1,020 1,180 1,455 1,725 430 510 590 730 865 3 1,140 1,495 1,845 2,045 2,240 570 750 925 1,025 1,120 5/ 4 2,070 2,630 3,190 3,385 3,580 1,035 1,315 1,595 1,695 1,790 5 3,360 3,960 4,555 4,885 5,215 1,680 1,980 2,280 2,445 2,610 3 1,080 1,350 1,620 2,095 2,565 540 675 810 1,050 1,285 4 1,800 2,420 3,035 3,270 3,505 900 1,210 1,520 1,635 1,755 3/4 5 3,100 3,440 3,780 4,315 4,850 1,550 1,720 1,890 2,160 2,425 6 4,395 4,460 4,520 5,355 6,190 2,200 2,230 2,260 2,680 3,095 For SI: 1 inch = 25.4 mm, 1 pound = 4.44 N, 1 psi = 6.89 kPa. tThe tabulated tension values arc for anchors installed in normal- weight concrete having reached the designated ultimate compressive strength at time of installation. Linear interpolation may be used for concrete strengths between those listed. 2 Spacing and edge distance shall be in accordance with Table 3. 3 Allowablc tension loads may be interpolated between concrete strengths or embedment depths. Extrapolation is not permitted. 4 Thc allowable tension loads may be adjusted in accordance with Section 1612.3 of the code for short -term loading due to seismic or wind forces. vim, (4) y 9 6 r yf E .kb `"? yi PW\el h-CLA I-- I I Q F t iDO I //5 *ROA; 0" r kt� e stir e,s '�:[ e . / 1 1 \ 4E) j j 4 O k I I I \ 1. EQUIPMENT PLAN N, _ Lo6k►S n rAil, .. -..\I `1 C2 Y2 i Al \ 11 i f I. i .1 l ,, 7 0 0 0 I 0 V 0 0 'i 1 ' SECTION @ PENTHOUSE F 1 4 V GA2LEY ikg4k CLEAN WATER SERVICES PLOWMAN OR- POR072 -A 2701 NW voughn ARCHITECTS Suite 784 16580 SW 85TH AVE. Pertiond, Or. 97210 POWDER RIVE R 503 274 7800 TIGARD, OR 97224 503 274 7803 Fax Development Services. LLC s ‘ \ / ,3 • ICEO \ N. N. • T L ,-. \ \ CABINET ELEVATION CABINET ELEVATION 2 3 7---- e-Rvai? • • - o N. 1 - 1- V 6 \ - N■ t 0 6-) — — --. — —.— — CABINET ELEVATION j A T 13 ABINET ELEVATION 5 Y , C t 6 ' :learvvrec. EQUIPMENT CABINET DETAILS ' wireless broadband A3 LAKE WASHNCTON BLVD NE. SUITE 300 0 12/27/06 ISSUED FOR CO RENEW PWR BMK SMNP KIRKUIND, WASHINGTON 98033 NO DATE REVISIONS BY CHK APP CPA JOB / WPM NIPPER 1 TEL: (425) 216 -7600 FAX: (425) 216 -7900 SCALE AS SHOWN DESIGNED BY PWR DRAWN BY PWR 06 A -4.0 val MICROFLECT Antenna Support Structures Standoff Pipe Mount Adjustable Slider Bracket for Dish Antenna & Wireless Frame for Antenna Pip e Mount �5 Standoff Pipe Mounts provide a mounting pipe for a Adjustable Pipe Mount Slider Bracket mounts 2 -3/8" (60 microwave dish antenna or a Wireless Frame (Section 18) mm) or 4-1/2" (114 mm) OD Plain Pipe (p. 15.07) to that supports multiple antennas per sector. The Standoff Pipe -Leg Clamps on vertical tower legs. This provides Pipe Mounts help avoid tower interference when a Dish flexibility in choosing the pipe mount length and Pipe - Antenna or Wireless Frame is rotated to the desired Leg Clamp locations on the tower. Two Clamps are azimuth. required to support the Plain Pipe. All U -bolts and The Standoff Pipe Mount installs on vertical tower legs necessary hardware are included. only, and requires either a Pipe -Leg or Angle -Leg Clamp Galvanized. Kit (p. 15.08 & 15.09) for installation. 5/8' dia U -bolts r Standoff length %� o ' ' B ' 0. / or angle leg leg 6• (152 mm) _ Vertical ® 1 `I Mounting pipe to-center � `allt� �� 1 I 1 I I 13 ■ f it_ Product Fits Pipe -Leg OD, 1 `I Number in (mm) I I i I I 81387 - 2 -3/8 (60) I I B1332 4-1/2 (114) 3' (914 mm) 1 I - i 1 1 I I I (SS gt�i.b -- ✓`i 1 S I I d toil, 1 - 24 ((z-o) Wt PO !& S t` I I 1 1 Pipe -Leg or Angle - Leg 1, 1 Clamp Kit required Product Number Description y . 1,.' ' � 81738 2' (610 mm) • s ` ( ) 41/2 (114mm)ODxS (1.524 m) 31739 3' (914 mm) 4-1/2" (114 mm) OD x 5' (L524 m) cdQ 32210 3' (914 mm) 2 -3/8" (60 mm) OD x 4' (1.219 m) A,j(g PAI/AW 51-1 � L./ )S�Y I.— 9atiLt• L i vor-v-k - 38� Trim .. - x _ __ - PROPOSED CLEARWIRE I r r (2) PANEL ANTENNAS, Ci,bA>P (2) MICROWAVE DISHES, - ---/-- & (2) BTS UNITS ON NEW PIPE MOUNTS r BOLTED TO EXISTING f f IC AT CO ��� EAC S ECT OR . 3110 ^ 3 �� f fi, .� r �t,,� Cal its +��� ' ��- � � �- PROPO ANG CLEARWIRE i -r (2) 2 "ts CONDUIT N 5 ATTACHED TO UNISTRUT ON INSIDE FACE ' OF PARAPET 7j Il Ci--i E�lT'I14G 7-. ( . _oppele'l PAW- the, p413T CO ‘ gt) i• + 3 ` J I 4 a Rof (2,11 `t' IR 0 r_ .-- l . r- - 6Y.IT' L cox+. .. (b o72A), k4' `1 / EX. PENTHOUSE CAegt0S- Al CAtilkA (A PROPO LEASE SED f PROPOSED CLE • -' RE A REA — SITE SUPPORT CABINET •k� - ON A STEEL PLATFORM 0 i i I PROPOSED 2' -O" WIQE f- a w TUBULAR FIXED LADDER W 0 < w (BY PRECISION LADDERS ... a J ¢ OR EQUAL) X N u.' 44, PROPOSED METER BASE 0 V\ , 4 1, r MOUNTED TO WALL. (BELOW AT GRADE LEVEL ___// PROPOSED CLEARWIRE GENERATOR PLUG. (BELOW AT GRADE • LEVEL) 4. . or • . . , • ' . R clearlAt ECEWVED AP R - 42007 B U SIN RD p wireless broadband >�M.�.p .\ .. / SITE NAME ■ ► M •M• `" CLEAN WATER SERVICES PORTLMID,OREGON o7 SITE NUMBER 4 .s0.7 OR- POR072 -A DRAWING INDEX REV. DIRECTIONS PROJECT INFORMATION FROM THE PORTLAND INTERNATIONAL AIRPORT, START GOING WEST, TURN LEFT ONTO NE AIRPORT WAY. MERGE ONTO I -205 S/VETERANS MEMORIAL t-IWY TOWARD I- 84/PORTLAND /SALEM. MERGE ONTO 1-84W/US-30W VIA EXIT 2113 TOWARD PORTLAND. MERGE ONTO I -55 VIA THE EXIT ON THE LEFT TOWARD SCOPE OF WORK: AN UNMANNED TELECOMMUNICATIONS FACILITY INCLUDING C T -ID TITLE SHEET I BEAVERTON/ SALEM. TAKE EXIT 291 TOWARD CARMAN DR/KING CITY. TURN RIGHT ONTO SW UPPER CO- LOCATING ON AN EXISTING BUILDING ROOF TOP WITH THE BOONE& FERRY RD. TURN LEFT ONTO SW 12ND AvE /5W UPPER BOONES FERRY RD. CONTINUE TO INSTALLATION OF 6 ANTENNAS AND 6 MICROWAVE DISH(ES), AND I FOLLOW SW UPPER !SCONES FERRY P. TURN RIGHT ONTO SW DURNHAM RD. TURN LEFT ONTO SW 85T1-I OUTDOOR EQUIPMENT CABINET ON A STEEL WIDE FLANGE SLEEPER 0 -1.0 GENERAL NOTES 4 GROUNDING SPECIFICATIONS I AYE. END AT 16580 SW 85TH AVE. TIGARD, OR 91224 PLATFORM ON THE ROOF TOP OF AN EXISTING PENTHOUSE. A -I.0 SITE PLAN/ ROOF PLAN I SITE ADDRESS: 16580 SW 85TH AVE. TIGARD, OR 91224 A -2.0 ELEVATIONS I PROPERTY OWNER: CLEAN WATER SERVICES A -3.0 ELEVATIONS I A \T&q . /Q VICINITY MAP APPLICANT: IKE I ICI IT - A-4.0 EQUIPMENT L EQUIPMENT CABINET DETAILS I 5808 LAKE WASHINGTON BL A-5.0 ANTENNA DETAILS I "''" KIRKLAND, WASHINGTON _ ,if d Burma Rd Cfi LAT/LONG TYPE NAD 83 E -10 ELECTRICAL PLAN AND DETAILS I � a Tigard . 4 '. E -- q1 C2/' LATITUDE 45.40266' NORTH r - & t ¢ sI SattIer R ,a : r LONGITUDE: 122.1 368' WEST 111811 bag* FOUOW...•11101 i irf9 SW fJie s _ ° E 130 FT AMSL _ �� �a � s = sr 0 � P 110 J [ C 7, 1 a e L JURISDICTION: CITY OF TIGARD f :!rr� iii' illto SW 9u mtt SITE 291 `Se A te ^ B � .�4V Bond St S m PARCEL NUMBER: 2SII3$00600 dig ti I f , -I Mil `Y s -... SIN Durham Rd t 'f e:11:aton :It' . - 16580 SW 85th Ave V ; CURRENT USE: TELECOMMUNICATIONS AGI "'� r - . Tigard, OR, 97224 5500/: PROPOSED USE: TELECOMMUNICATIONS FACILITY I; v ZONING: INDUSTRIAL OFFICE COPY p. { Ns' Rivermad Ln ' 1 - . `� L a ke Oswe o ^ 290 ; APPLICABLE CODE: -.144 "2....-C.. C" S'SC, d a PROJECT AREA: 49 SQ. FT. e 'SW lean, Rd v c Rerhom wrg OCCUPANCY: UNOCCUPIED Conk Park 5Yd ti3ielbcoait 4t $ A. ° ^ 'a `90 Kenny St '2 SITE QUALIFICATION PARTICIPANTS IB a Tu ohtirl -, Peters Rd McEwan Rd country Ctub . A/E: CONTACT NAME COMPANY CONTACT NUMBER -4 lean St pawn Si <4 a POWDER RIVER DEVELOPMENT SN1 T.H3� R d GENERAL CONTACT: DAN KEIDEL (614) 219 -3333 SW Leveton- _ ` Childs Rd SERVICES, LLC. UU River SITE DESIGN: PATRICK RATH GAZLEY PLOWMAN ARCHITECTS (503) 214 -1800 o N o ualatin ; r -Grove Q, S " Rd 6IAJ M'berg La LANDLORD: - CLEAN WATER SERVICES A tt • SheeFl,00SF PO WER COMPANY: 62006 Mimsort Cap ems NAM. x�d; a- 601', In s . a - - • • zLEY .., CLEAN WATER SERVICES cNear re° _ TI PLOWMAN 2701 NW Vaughn ARCHITECTS OR- POR072 -A wireless broadband 1 02/13/07 ISSUED FOR CD FINAL PWR PWR SMNP Suite 764 5608 LAKE WASHINGTON BLVD NE, SUITE 300 0 01/19/07 ISSUED FOR CD REVIEW MRS PWR SMNP Portland, Or 97210 POWDER RIVER 1 6580 SW 85TH AVE. 503 274 7800 TIGARD, OR 97224 KIRKLAND, WASHINGTON 96033 50327a 7803 Fax Development Services, LLC TEL (425) 216 -7600 NO. DATE REVISIONS BY CHK APP'L GPA JOB # DRAWING NUMBER REV FAX: (425) 216 -7900 SCALE AS SHOWN DESIGNED BY: PWR DRAWN BY: MRS 06 - 247 T -1.0 i 6 5 I 4 ? 3 1 2 I 22 x 34 "ANSI D" SIZE 0 t - n " GENERAL NOTES: GROUNDING SPECIFICATIONS: ABBREVIATIONS: ADJ ADJUSTABLE I. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, THIS SET OF I. GROUNDING SHALL COMPLY WITH ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE d AND • DOGIAMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSES ONLY, UNLESS NOTED CURRENTLY IN EFFECT FOR THE AUTHORITY HAVING JURISDICTION. APPROX APPROXIMATE OTHERWISE. THE GENERAL CONTRACTOR'S SCOPE Of WORK SHALL INCLUDE FURNISHING ALL • AT MATERIALS, EQUIPMENT, LABOR, AND ANY REQUIREMENTS DEEMED NECESSARY TO COMPLETE 2. ALL GROUNDING DEVICES SHALL BE U.L. LISTED FOR THEIR INTENDED USE. 875 BASE TRANSMISSION STATION INSTALLATION AS DESCRIBED IN THE DRAWINGS AND OWNERS PROJECT MANUAL. CAB CABINET 3. GROUND WIRES SHALL BE TINNED a2 MG BARE SLID COPPER UNLESS OTHERWISE NOTED. 2. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR GLG CEILING SEWER SERVICE. 4. CONNECTIONS OF ALL GROUND WIRES TO THE GROUND RING SHALL ONLY BE EXOTHERMIC GONG CONCRETE (GAD- WELDED),UNLESS OTHERWISE NOTED, AND SHALL BE INSTALLED IN ACCORDANCE WITH GONT CONTINUOUS D 3. THE PROPOSED FACILITY IS UNMANNED AND 15 NOT FOR HUMAN HABITAT. (NO HANDICAP MANUFACTURER'S RECOMMENDATIONS AND GLEARWIRE WIRELESS BROADBAND STANDARDS. DIA OR 0 DIAMETER ACCESS IS REQUIRED). DWG DRAWING 5. &ROUNDING CONDUCTORS SHALL BE ROUTED ALONG. THE SHORTEST AND STRAIGHTEST PATH EA EACH 4. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND DRAWINGS POSSIBLE. WHEN REQUIRED, GROUND LEADS SHALL BE BENT TO A MINIMUM OF b" RADIUS. ELEC ELECTRICAL PROVIDED BY THE SITE OWNER. DRAWINGS WERE PREPARED FROM SITE SPECIFIC. DETAILS ELEV ELEVATION AND STANDARDIZED DETAILS DEVELOPED BY POWDER RIVER DEVELOPMENT, LLC. b. WHERE GROUND WIRES ARE ROUTED FROM ANY CONNECTION ABOVE GRADE TO THE GROUND EQ EQUAL STANDARDIZED DETAILS ARE TO BE CONFIRMED AND CORRELATED AT THE SITE BY THE RING, INSTALL WIRE IN 5/4" PVC FLEX -DUCT FROM b" ABOVE GRADE AND SEAL THE TOP WITH EQUIP EQUIPMENT CONTRACTOR. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. MODIFICATIONS DUE SILICONE SEALANT. TO FIELD CONDITIONS MUST BE SUBMITTED TO, AND APPROVED BY, GLEARWIRE PRIOR TO EGB EQUIPMENT GROUND BAR ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. 1. ALL GROUND BARS SHALL BE TINNED, I/4" COPPER, SECTOR BARS 2 ", COLLECTOR AND MGB (E) EXISTING BARS 4 ", OF SUFFICIENT LENGTH TO ACCOMODATE ALL REQUIRED CONNECTIONS WITHOUT EXT EXTERIOR 5. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED BY THE DOUBLING LUGS, AND EACH INSTALLED WITH ISOLATORS. WHEN CONNECTING GROUND BARS FF FINISHED FLOOR CONSTRUCTION OPERATION. (WITHIN 10 FEET OF GRADE) DIRECTLY TO THE &ROUND RING, 2 EA. *2 SOLID DOWNLEADS SHALL GA GAUGE BE GAD - WELDED TO THE GROUND BAR, I AT EACH BOTTOM CORNER, AND EACH SHALL RUN 6ALV GALVANIZED 6. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS IN 3/4" PVC. FLEX -DUCT FROM &ROUND BAR DOWN TO THE GROUND RING. WHEN CONNECTING 6C. GENERAL CONTRACTOR REQUIRED FOR CONSTRUCTION. SECTOR GROUND BARS, DAISY -CHAIN THE GROUND BARS AND RUN I EA. *2 AW& STRANDED GRND GROUND COPPER YORE WITH THWIN INSULATION FROM THE MIDDLE &ROUND BAR TO THE GROUND RING L6 LONG T. CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS. AND GAD -WELD TO THE RING. MAX MAXIMUM 6. PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT THE JOB 517E TO 6. WHEN ATTACHIN& STRANDED GROUND LEADS TO THE GROUND BARS, 2 HOLE COMPRESSION MECH MECHANICAL FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT. LUGS SHALL BE USED, PROTECT KITH WEATHERPROOF HEAT SHRINK, AND WITH A THIN COAT MFR MANUFACTURER GONTRAGTORS SHALL VISIT THE CONSTRUCTION SITE WITH THE CONSTRUGTIOWGONTRAGT OF "KOPR SHEILD "t,n OR EQUIVALANT PROPERLY APPLIED AND ATTACHED ONLY WITH MSB MASTER GROUND BAR DOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRM THAT THE PROJECT WILL BE STAINLESS STEEL HARDWARE. MIN MINIMUM ACCOMPLISHED AS SHOWN. PRIOR TO PROCEEDING WITH CONSTRUCTION, ANY ERRORS, MTL METAL OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE 9. WHEN GROUNDING EQUIPMENT ENCLOSURES, PANELS, FRAMES, AND OTHER METAL APPARATUS, NIC NOT IN CONTRACT ARGHITEGT/EN6INEER VERBALLY AND IN WRITING. A x6 AW6 STRANDED COPPER WIRE WITH THWIN INSULATION SHALL BE ATTACHED UTILIZING A NTS NOT TO SCALE C 2 HOLE COMPRESSION TYPE LUG, PROPERLY PROTECTED WITH WEATHERPROOF HEAT SHRINK, OG ON CENTER 9. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH AND WITH "KOPR SHEILD"trn OR EQUIVALENT PROPERLY APPLIED AND ATTACHED TO A GLEAN l OPPOSITE CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE AND CORROSION FREE METALLIC SURFACE UTILIZING STAINLESS STEEL SELF - TAPPING SCREWS CONSTRUCTION DRAWINGS /CONTRACT DOCUMENTS. AS NOTED IN NOTE 10 BELOW. PCS PERSONAL COMMUNICATION SYSTEM SF SQUARE FOOT 10. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE 10. PREPARE ALL BONDING SURFACES FOR GROUND CONNECTIONS BY REMOVING ANY AND ALL SHT SHEET CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL PAINT AND CORROSION TO SHINY METAL. FOLLOWING GAD - WELDED CONNECTIONS TO SIM SIMILAR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES FOR NON-COPPER SURFACES, APPLY ONE COAT OF AN ANTI -OXIDIZING PAINT, "COLD 55 STAINLESS STEEL COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 6ALV" OR EQUIVALENT. STL STEEL II. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO II. GROUND RO05 SHALL BE COPPER - GLAD STEEL 5/6" X 10 FEET, SPCES NO LESS THAN TOG TOP OF CONCRETE TOM TOP OF MASONRY MANUFACTURERS/VENDORS SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL 10 FEET ON CENTER. CODES OR ORDINANCES TAKE PRECEDENCE. TYP TYPICAL 12. ALL GROUND SYSTEM CONDUCTORS AND CONDUITS SHALL BE SECURED UTILIZING ONLY VIF VERIFY IN FIELD 12. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT NON- NEATALIC, NON - CONDUCTIVE, UV RATED CLAMPS, BRACKET, AND OR SUPPORTS. VON UNLESS OTHERWISE NOTED - ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR 141F WELDED WIRE FABRIC SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS 13. WHEN REQUIRED, THE CONTRACTOR SHALL ENGAGE THE SERVICES OF AN INDEPENDANT NV WITH AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY. MUNICIPAL AND UTILITY COMPANY TESTING FIRM TO VERIFY, UTILIZING A MESSER TEST, THAT THE RESISTANCE TO THE EARTH SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE OF THE NEW GROUND SYSTEM IS EQUAL TO OR LESS THAN 5 OHMS. A COPY OF THE COMPLETE PERFORMANCE OF THE WORK. TESTING REPORT SHALL BE PROVIDED TO THE CLEARWIRE REPRESENTATIVE 13. THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE. 14. SEAL ALL PENETRATIONS THROUGH FIRE -RATED AREAS WITH UL. LISTED OR FIRE MARSHALL APPROVED MATERIALS IF APPLICABLE TO THIS FACILITY AND OR PROJECT SITE. • 15. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS • B THAN 2 -A OR 2 -AIOBC WITHIN 15 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT B AREA DURING' CONSTRUCTION. 16. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING, CURBING', ETC. DURING CONSTRUCTION. UPON COMPLETION OF WORK, CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. IT. THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK. CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OP THESE DOCUMENTS. THE BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING THE ARCHITECT/ENGINEER OF ANY CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO SUBMISSION OF CONTRACTORS PROPOSAL. IN THE EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE. IS. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO AVOID DISTURBING NORMAL BUSINESS. I. CONTRACTOR SHALL CALL UTILITIES NOTIFICATION CENTER OREGON FOR UNDERGROUND UTILITY MARKOUT PRIOR TO CONSTRUCTION. I -6OO- 352 -2344. 20. ALL MATERIALS AND HARDWARE SHALL BE INSTALLED IN A WORKMAN -LIKE MANNER IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. AND DEFINED IN NFPA -10 AND A APPROVED BY A.H.J. • • CL EAN WATER SERVICES c I V 1 VV re° GAZLEY PLOWMAN GENERAL NOTES / 2701 NW Vaughn ARCHITECTS OR- POR072 -A wireless broadband 1 02/13/07 ISSUED FOR CO FINAL PWR PWRSUNP GROUNDING SPECIFICATIONS Suit` 769 5808 LAKE WASHINGTON NE, SUITE 300 0 01 19 16580 SW 85TH AVE. Porctand, Or. 97210 SHINGTON BLVD / /m ISSUED FOR CO REVIEW uRS PWR sA1NP 503 POWDER RIVER TIGARD, OR 97224 KIRKLAND, WASHINGTON 98033 NO. DATE REVISIONS BY CHK APP'C EPA JOB DRAWING NUMBER REV 503 274 7803 Fax Development Services, LLC TEL: (425) 216 -760 FAX: (425) 216 -7900 SCALE AS SHOWN DESIGNED BY: PWR DRAWN BY: MRS • 06 -247 G -1.0 1 6 5 4 t 3 2 22 x 34 ANSI D' SIZE n PROPOSED GLEARWIRE M (2) PANEL ANTENNAS, (2) MICROWAVE DI.:,HC:,,, ' 5.0 ' 4 (2) STS UNITS ON NEW - ADJACENT ZONING ADJACENT ZONING ZONE: R -1 I ! ZONE: R -12 PIPE MOUNTS WMEW (RESIDENTIAL) I ! (RESIDENTIAL) SLIDER BRACKETS BOLTED TO EXISTING CITY OF TISARD I CITY OF TISARD ANGLE CONNECTION AT 03 � EACH SECTOR. - - _ _ _ _ _ _ EXISTING ANTENNAS D DURHAM RD. [(OTHER CARRIER) _ _ _ _ _ _ __ _ _ _ - D -TYP. Ili 1 - - [{ — r - PROPOSED GLEARWIRE ADJACENT ZONING ,,>i I ( (2) 2 "m CONDUIT ZONE: R -4.5 = I I ATTACHED TO UNISTRUT 5 (RESIDENTIAL) I I I I I I u ' ON INSI E CITY OF TISARD t I I N EXISTINS STEEL I ��_� + _,� I f � i EQUIPMENT PLATFORM - _ - n r -- 1 (OTHER CARRIER) I l I I _ — 1 I ADJACENT ZONING ( ZONE: R -1 i - - - I (RESIDENTIAL) - - I I I . I [ ITYoF TIGARD EXI I ADJACENT ZONING - I I • ST N6 STEEL - ZONE: IP I 1 ` - -� - -- \ EQUIPMENT PLATFORM (INDUSTRIAL PARK) FOR ROOF PLAN (OTHER CARRIER) C CITY OF TIGARD SEE, 40) I I f I ZONING EXISTING J E J ROOFTOP [ ROOFTOP ZONE: IP ' EXISTING STEEL (INDUSTRIAL PARK) 1 + CITY OF TIGARD I / EQUIPMENT PLATFORM / (OTHER CARRIER) I I -- -- I / r -01 1 4,-8 '/ // 4 _ 8 ,: _� , EXISTING /EX' I P .rE / GUARDRAIL i � PROPOSED CLEARWIRE I - ' t I LEA SITE SUPPORT CABINET is / / 1 e \-- AREA ON A STEEL PLATFORM I / / f O ! I'I ■ PROPOSED 2'-O" WIDE i c OI - TUBULAR FIXED LADDER a . l i �y I ® (BY PRECISION LADDERS i - - / I — OR EQUAL) B I / / I — — / PROPOSED METER BASE I / i I �, 16 _b" MOUNTED TO WALL. / / ZO j 2 -O " E�/F_ AT GRADE I / / I PROPOSED GLEARWIRE GENERATOR PLUG. I /// ROOF HATCH Q GLOW AT GRADE I / / LEVEL) r I EXISTING ELECTRICAL ROOM ON SECOND FLOOR f 7 i \ TN TN / A SITE PLAN I A ROOF PLAN ^ ,IP SCALE: (24 "X06 "):I" = 200' I VII SCALE: (24`X36`):1/8" = I' -O" 2 „ SCALE: (11`X1'1 "): 1" = 400' - SCALE: (II "X19 "): I /10" = l'- 0 • . / P o N IA CLEAN WATER SERVICES Ilea rw re® SITE PLAN A RCHITECTS 2701 NW Vaughn OR-PORU72-A Wireless broadband 1 02/13/07 ISSUED FOR CD FINAL PWR PWRSMNP ROOF PLAN $Y° 1 6580 SW 85TH AVE. , 97210 POWDER RIVER TIGARD, OR 97224 5806 LAKE WASHINGTON BLVD NE. SUITE 300 0 01/19/07 ISSUED FOR CD REVIEW MRS PWR SUM= 5012747800 KIRKLAND, WASHINGTON 98033 - — 503 274 7803 721 Development Services, LLC TEL 216 -7600 NO (425) REVISIONS BY CHK APP'C CPA J09 / _ DRAWING NUMBER REV ° "'°"a°' F. FM: (425) 216 -7900 SCALE AS SHOWN DESIGNED BY: PWR DRAWN BY: MRS 06 -247 A-1.0 6 5 I 4 iik 3 2 22 x 34 "ANSI D" SIZE -- PROPOSED CLEARWIRE (2) PANEL ANTENNAS, (2) PROPOSED GLEARWIRE SITE MICROWAVE DI O ,I IC:,, d (2) BT5 UNITS ON NEW PIPE O SUPPORT CABINET MOUNTED MOUNTS IN/NEW SLIDER BRACKETS BOLTED TO ON STEEL FOOTINGS EXISTING ANGLE CONNECTION AT EACH SECTOR ' EXISTING ANTENNAS (BY OTHERS) EXISTING EXHAUST HOOD i— EXIST. EXHAUST HOOD EXITING EQUIPMENT / EXISTING GUARD RAIL (BY OTHERS) A__. EXIST. BUILDING \ D ^ I 7 O O I i O • � _ 1 E T d ri i t i —I O \ ■ i`_ n II al , , e , , E '�_ --' - _: y .� i _i _ : i L k • • • \ > �--§_ - - I__ ` ',y ( mac--- I- - - y - O I m 1 1 I i I I H - 1 I I I n L in H II II n I - 1 n ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ NOTE: BUILDING IN FOREGROUND ( C NOT SHOWN FOR CLARITY t ..c_Ir (NEST ELEVATION SCALE: (24 "):1" • 10' SCALE: (II "XPI•): I• . S' 14 EXIST. GUARD RAIL , EXIST. EQUP. EXIST. - _ PROPOSED CLEARWIRE (2) PANEL O "(BY OTHERS) " • - - EXHAUST - - I / ANTENNAS, (2) MICROWAVE DISHES, : HOOD I I Iii A (2) ST5 UNITS ON NEW PIPE EXISTING ANTENNAS au �� ;I; - ' l MOUNTS IN/NEIN SLIDER BRACKETS EXISTING , , , x , , . , BOLTED TO EXISTING ANGLE - J. ` - - 1 J 1_ - - - ;, e_ ;_ ---.t , i :— L_ — _ _ : .1-1 {_ — i CONNECTION AT EACH SECTOR ® PROPOSED GLEARWIRE SITE - SUPPORT CABINET MOUNTED EXISTING W ON STEEL FOOTINGS n o n ^1 n o II n [ B I u n - I E ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ GRADE 7 A911. PROPOSED METER EAST ELEVATION PROPOSED SCALE: (24 •X36 ").1• • 10' GENERATOR SCALE: 01"Xn9: I" . 5' 2 A • ► • GAZLEY /0 CLEAN WATER SERVICES clearw re® ELEVA11ONS PLOWMAN 2701 NW Vwghu ARCHITECTS OR- POR072 -A wireless broadband 1 02/13/07 ISSUED FOR CD FINAL PV/R PWR SMNP Suite 764 5808 LAKE WASHINGTON BLVD NE, SUITE 300 0 01/19/07 ISSUED FOR CD REVIEW MRS PWR SMNP Portland, O. 97210 P 0 W D E R RIVER 16580 SW 85TH AVE. 503 TIGARD, OR 97224 KIRKLAND, WASHINGTON 98033 503 274 7803 Fur Development Services, LLC TEL (425) 216 -7600 NO. DATE REVISIONS BY CHIC APP'C CPA JOB / DRAWING NUMBER REV FAX: (425) 216 -7900 SCALE AS SHOWN DESIGNED BY PWR !DRAWN BY: MRS 06 -247 A -2.0 1 6 5 I 4 t 3 I 2 22 x 34 "ANSI D" SIZE I— —,• . , \ \ GPS ANTENNA \ tO . v EX51TIN6 MECH. UNIT SITE SUPPORT F IIP L _41 CABIN j PIA R65 TELGO BOX F 0 HVAG F D 1/4 ELECTRICAL GPS ANTENNA Q a. o _ O \ D O \ w w PANEL a = O Q ELECTRICAL 1 O — al YJ6 STEEL 4' w Q I— = PANEL Q I _ WIDE FLANGES N O f0 � ' O m � ' j < F 0 ' ;� F it) ' ;1 cl 111 0 © ) O O \ O �— TELGO $OX F O I — _ _ \ 0 I— — — —I \ O s-- BRAG EFFORT (SI (TY. OF 2) _ v (V N Q tti ATTACH EQUIPMENT GAB. — J I NW ■IIMI TO Nett XI5 STEEL WIDE FLANGE _ _ — / \ NOTE: WITH MIN (4) 3 /8 "m A.B. ATTACH EQUIPMENT CABINET TO Ng, X15 STEEL WIDE FLANGE HVAG I \ 1. \ W6X15 ST EEL WI FLA NGE \ \ TO BE SET IN MASTIC AND WITH MIN ( 4 ) 3/8 "4 A.B. BOLTED TO THE EXISTING I , \ \ \ \ f CONCRETE PENTHOUSE ROOF © N — --• — —•— W6XI5 STEEL WIDE FLANGE TO BE — — —41 --- — W/(2) 1 /2 "m X 3 I/2" EXPANSION v SET IN MASTIC. AND SOLTED TO — J — — — —•— THE EXISTING CONCRETE — ___1t _ — BOLTS 0 EACH E2 \---•. PENTHOUSE ROOF C W/(2) I /2 "m X 3 1/2" EXPANSION BOLTS O EACH END 2' -1" SS 2 -6" EQUIPMENT PLAN CABINET ELEVATION CABINET ELEVATION SCALE: (24 "7C96'7: 3 /4 "x1' -0" I SCALE: (24 "X3b "): NONE 2 SCALE: (24 "X36 "): NONE -2 C 10 LEASE AREA / 9, SALE. Drxm) 3 /e• =P -o SCALE: m °xn NONE SCALE: prxn °), NONE •J \ \ \ • EXISTING GUARDRAIL FIXED STEEL LADDER W/ ANGLE BRACKET BOLTED TO SIDE WALL OF EXISTING ATTACH EQUIPMENT CABINET CONCRETE PENTHOUSE _ TO W6XI5 STEEL WIDE FLANGE i WITH MIN (4) 3/6" A.B. it W6 X15 STEEL WIDE FLANGE TO BE SET IN MASTIC AND F 0 F ti BOLTED TO THE EXISTING t O \ i O \ \ CONCRETE PENTHOUSE ROOF U W/(2) I/2' X 3 I/2" EXPANSION S J7 (V 0 Ill x 1 =.) z L B BOLTS 0 EACH END Q 0 ! w R Q , V1 ! w a _ r 1— 0 I Q O O ,.., EXISTING ROOF tp EXISTING REINFORCED F 'p F O kt DECK 'I l' CONCRETE PENTHOUSE ' I— \ F STRUCTURE \ IN/ ® 12" O.G. Q rd_ _L II TYP. dJ O 0 O (�( —• — - � a — -1,-- . n — - --- -- •— U) 'kb \ — I — •- • - .- _ -a_ - .` - e- A ry Q II V \ I I I to ry W f(1 ry W I 1 p 1 I I \ \ \ I --f- - -• - - 0000 0000 j fi SECTION ®PENTHOUSE CABINET ELEVATION CABINET ELEVATION 'T I SCALE: (24"X56"), I/2' = I' -O" A SCALE: (24")0b"). NONE 5 SCALE, (24•x36°): NONE A • SCALE: (11"x1 I/4" = I'-0° SCALE: (11 "Xll "): NONE • SCALE: (II °X11"): NONE • V GAZLEY �► CLEAN WATER SERVICES clew r re EQUIPMENT CABINET DETAILS - N. PLOWMAN 2701 NW Vaughn ARCHITECTS OR- POR072 -A wireless broadband 1 02/13/07 ISSUED FOR CD FINAL PWR PWRSMNP Saar 764 5808 LAKE WASHINGTON BLVD NE, SUITE 300 0 01/19/07 ISSUED FOR CD REVIEW MRS PWR SMNP Portland Or. 97210 POWDER RIVER 16580 SW 85TH AVE. 5032797800 TIGARD, OR 97224 KIRKLAND, WASHINGTON 98033 503279 7803 Fax Development Services, LLC TEL (425) 216 -7600 NO. DATE REVISIONS BY CHK APPT GPA J09 / DRAWING NUMBER REV FAX: (425) 216 -7900 SCALE AS SHOWN DESIGNED BY: PWR DRAWN BY: MRS 06 - 247 A -4.O 1 6 1 5 I 4 Allk 3 2 I 22 x 34 "ANSI D= SIZE • b I/8" • � GPS ANTENNA oxiii r 4 IlMi; or • `t Z I "Q GALV, MOUNTING PIPE IF P."" MANUFACTURER: LENGTH: 5" (121 MM) DRAGONWAVE - z WIDTH: 6.12" (155 MM) PART: HP2 -23 WEIGHT: 12.8 OZ (363 6) DIAMETER: 24" GP5 ANTENNA Mil` ` DEPTH: 2 ' O" OFFSET: I h D ANTENNA MOUNT PIPE WEIGHT: 21 LBS I �i - MOUNTING PIPE .111 GPs MOUNTING HARDARE If ; � i Uj, GPs ANTENNA GALE e BT5 6P5 SPECIFICATION MICROWAVE SPECIFICATION SCALE, (24 "X56'91NOT TO SCALE I SCALE, (24'X36 "AHOY TO SCALE SCALE: (II°XI °): NOT TO SCALE SCALE, (II'X17 "): NOT TO SCALE e ANTENNA I _L7 Z ANTENNA MOUNTING I X HARDWARE BY ANTENNA O 1 MANUFACTURER ` 5 t II" 0 1 t -.1 i C MANUFACTURER: �I MANUFACTURER: a MOTOROLA KATHRE1N I 1 PART R: BTS -2500 m N PART *: 840 10058 LENGTH: 19.3" (49 CM) IA 71 LENGTH: 42" WIDTH: 6 .1" i WIDTH: 11.3" (28.5 CM) 'D DEPTH: 2.l" _ DEPTH: 5.1" (13 CM) ii m WEIGHT: 35 LBS (16 K6) e WE 5 LBS Hl I ii MICROWAVE ' l ., ��' W U U Q CO O EXISTING O U 77 /j i P AAPET NEW SC HE U L2 3 /e E " � 80 PIPE ANTENNA SPECIF ICATION BTS SPECIFICATION SCALE: (24 X3OY TO SCALE 5 SCALE: (24 X T 6 "OT TO SCLE i1 I i SCALE: (11"X17 "): NOT TO SCALE SCALE. (11'X171: NOT TO SCALE EXISTING , �/ GPS UNIT PANEL ANTENNA CONNECTIONS / � � \ ■ I I I EXISTING WA LL CONNECTIONS 5 DER BI RI BI3a7 B COAX JUMPER 5/8" A.B. INTO EXIST. OPS WALL I AT EACH SIDE ANGLE � _. INTERFACE BASE STATION / CABLE _ - ' UNISTRUT P1000 AT 12" NE I (2) )„ 4 OPTIONAL SERIAL LONG MIN AT 48" O.C BOLTS TO L 6X6 CONNECTION AND TYP GPS INTER -BASE LAPTOP COMPUTER UNISTRUT Pllll CONDUIT STATION CABLE CLAMPS VERIFY CLAMP DATA GABLE/ SIZE WITH ELEGTRICAL 1 POWER CABLE DRAWINGS J / TVS MODULE LOAD TERMINATION • illir DATA CABLE MIMI" CG POWER CABLE UNISTRUT PI112 CONDUIT CLAMP ' BACKHAUL tIfSJR7 SCHEMATIC FOR TH VERIFY CABLE REFERENCE ONLY DRAWING BTS CABLING SCHEMATIC CONDUIT WALL ATTACHMENT PARAPET SECTION SCALE: (24 "X36 "): NOT TO SCALE 5 SCALE, (24•X36'):NOT TO SCALE / % V SCALE: (24'X"): I - I/2" - I' - -Y " A SCALE: (11"X179: NOT TO SCALE SCALE (11"X17"): NOT TO SCALE SCALE: (11'X17): 3/4' - 1' -0" 1 illiti • • GAZ N ► CLEAN WATER SERVICES cIea rvv re® ANTENNA DETAILS 2701 NV/ Vaughn ARCHITECTS OR- POR072 -A wireless broadband 1 02/13/07 ISSUED FOR CD FINAL PWR PWR SMNP Suite 769 5808 LAKE WASHINGTON BLVD NE, SUITE 300 0 01/19/07 ISSUED FOR CD REVIEW MRS PWR SMNP Portland, 0e. 97210 165 SW 8 5TH AVE. 5032747800 POWDER RIVER KIRKLAND. WASHINGTON 98033 503274 7803 Fax Development Services, LLC TIGARD, OR 97224 TEL: (425) 216 -7600 NO. DATE REVISIONS BY CHK APP'C CPA JOB i DRAWING NUMBER REV FAX: (425) 216 -7900 SCALE AS SHOWN DESIGNED BY: PWR DRAWN BY: MRS 06 -247 A_5 6 I 5 I 4 t 3 I 2 22 x 34 "ANSI D" SIZE - • NOTES: I. SERVICE POWER TO EQUIPMENT SHALL BE 12O /24OVAC, IOOA, SINGLE PHASE. il'—'2--"j1122":"--"""- 2. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY BEFORE THE START OF MASTER GROUND BAR * CONSTRUCTION. POWER AND TELEPHONE CONDUIT SHALL BE PROVIDED AND GROUND / INSTALLED PER UTILITY REQUIREMENTS AND UTILITY. BAR IN 3. ALL SERVICE EQUIPMENT AND INSTALLATIONS SHALL COMPLY WITH THE N.E.G., TELCO BOX UTILITY COMPANY, AND LOCAL CODE REQUIREMENTS. - 1 � — 5 — — ----- Ili 1 I BAR ITE NTERNAL 4. L055 OF POWER RELAYS (LPRs) WILL MONITOR UTILITY POWER, GENERATOR I POWER 4 GENERATOR 2 POWER. LPR5 SHALL BE LOCATED WITHIN NEMA 3R GABINE GROUND GROUND EAR D JUNCTION BOX. LPR5 SHOULD BE FUSED TO ELIMINATE THE RISK OF A LPR #6 TIE INTO EXISTING ' I, I n 1 FAULT/FAILURE CAUSING THE MAIN POWER FUSES TO TRIP. BUILDING STEEL OR (iI '��2 R PLUMBING (FIELD : SWIG L FOR ALL z MB G 0 E OUND LEAD TO VERIFY) ■ IN CONDUIT ON INSIDE ` COMPONENTS FACE OF PARAPET I—PHASE, 3M 240V \ n I— PAE, 3W I: (3) — *3/O IN 2" nr-1 CONDUIT SEE 491.0 FOR GROUNDING SPECIFICATIONS i © METER (BY CONTRACTOR) 3 GROUNDING SCHEMATIC . EQUIP. SCALE: (24"X.56"): NOT TO SCALE 2 SCALE: (Irxrr): NOT TO SCALE C 3 - + I — #3 6RD IN 2" CONDUIT MECHANICAL CONNECTION I —#4 •D R • (DOUBLE HOLE LUG) r ■ CAD WELD 1 I I - 100A 3 1_ MAIN • CONNECT PER MANUFACTURER I I DISCONNECT SPECIFICATIONS 3 L _ _ _ _ J I GROUND BAR MASTER GROUND BAR IN TELCO BOX 3 - + I — #3 6RD IN , 2" CONDUIT :I 111 IOOA 12O/240V, I— PHASE. 1 ® v 31/4 DISTRIBUTION PANEL *6 TIE INTO EXISTING B MANUAL TRANSFER I 1 1 .11 BUILDING STEEL OR SWITCH AND A/C POWER 1 PLUMBING (FIELD VERIFY) TV55 I I D i _\ . 3 I EXISTING ELECTRICAL ROOM ON SECOND FLOOR SEE 49I.O FOR GROUNDING SPEGIFIGAT10N5 ONE LINE DIAGRAM GROUNDING SCHEMATIC SCALE: (24•X36 TO SCALE 3 SCALE: (24'706•): NOT TO SCALE 3 A SCALE: 01'X17 "): NOT TO SCALE SCALE: O•in•): NOT TO SCALE • GAZLEY CLEAN WATER SERVICES cIea re® ELECTRICAL PLAN AND DETAILS PLOWMAN 2701 NW Vaughn ARCHITECTS OR- POR072 -A wireless broadband 1 02/13/07 ISSUED FOR CD FINAL PWR PWR SMNP Suitt 764 5808 LAKE WASHINGTON BLVD NE, SURE 300 0 01/19/07 ISSUED FOR CD REVIEW MRS PWR SMNP Portland, Or. 87210 POWDER RIVER 16580 SW 85TH AVE. 503 274 7800 TIGARD, OR 97224 KIRK WASHINGTON 96033 503 274 7803 721 Development Services, LLC TEL (425) 216 -7600 N. DATE REVISIONS BY CHK APP'L CPA JOB I DRAWING NUMBER REV Fax TEL: FAX: (425) 216 -7900 SCALE AS SHOWN DESIGNED BY: PWR DRAWN BY: MRS 06 - 247 E-1.0 1 6 5 4 t 3 2 22 x 34 "ANSI D" SIZE