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10195 SW CASCADE AVENUE-2 GENERAL NOTES 1 . DRAWIN,`_, ARE NOT TO BE SCALED, WRITTEN DIM�'NSIONS TAKE PRFCEDENCF, j U WEST C t PO TL. A D AND THIS SET OF PLANS IS INTENDED TO BE USED'jf OR DIAGRAMMATIC om unica ions R N �­ 4­tvj PURPOSES ONLY, UNLESS NOTED OTHERWISE. THE GENERAL CONTRACTOR'S z SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, LABOR, AND ANYTHING ELSE DEEMED NECESSARY TO COMPLETE Z,\ INSTALLATIONS AS DESCR!BED HEREIN. 2. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED OUTDOOR OUIPM NT AND MONO OL HEREIN, THE CONTRACTOR SHALL FJV SOLELY RESPONSIBLE FOR Al L CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 3 THE _.0NTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS PROJECT DIRECTORY LEGEND CODE BLQ�`.%. ACCORDING TO MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS NOTED PROPERT� LINE z OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. APPLICANT: SURVFENCING ORTALANEYOR: SITE LOCP ATION: PORLNDDGENEOR8 97204 AL ELECTRIC A , . 4. ALL WORK PERFORMED ON PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND US WEST COMMUNICATIONS LOGIKOS SCIENCE, INC, ELECTRICAL SERVICE OWNFR: PORLAIqD GENERAL ELECTRIC ORDINANCES. CONTRACTOR SHALL. GIVE ALL NOTICES AND COMPLY WITH ALL PHONE: (503) 464- 7777 LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY C/O USWEST BUQ1NESS RESOURCES, INC. 4730 NE HALSEY TELCO SERVICE LOCAL DIYNTHEIFPER T188 INVERNE-_SS DR. WEST, SUITE 420 PORTLAND, OR. 97213 CITY OF TIGARD AND STATE JURISDICTIONAL CODES BEARING ON FORMANCE OF (N) NEW .JURISDICTION: THE WORK. ENGLEWOOD, CO. 80112 (503) 284 - 3949 GENERAL CONTRACTOR SHALL PROVIDE AT THE PROJECT SITE A FULL SET OF 303) 397- 8610 CONTACT: MIKE LANGHORN[_ (E) EXISTING PROPOSED EQUIPMENT OCCUPANCY. GROUP " U" DIVISION UNMANNED TELECOMMUNICATIONS FACILITY �7nNSTRUCTinN D0CHMFNTs hPDATED WITH THF IATFST REVISION`; AND A�;M 4 ADDENDA OR CLARIFICATIONS FOR THE USE 8` ALL PERSONNEL INVOLVED (FITS) BASE TRANSCEIVER STATION (S p F. TAY1,0A WITH THE PROJFCT. WATER SUPPLY: NONE WASTE WATER: NONE 6. THE STRUCTURAL. COMPONENTS OF THIS PROJECT SITE/FACILITY ARE NOT TO CONSTRUCTION MANAGER : DETAIL REFERENCE SYMBOL <S> TONING CLASSIFICATION- IP INDUSTRIAL PARK BE ALTERED By 'rHIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE. TA­3 01 7, DETAILS INCLUDED HEREIN ARE INTENDED TO SHOW END RESULT OF DESIGN. BECHEL . MINOR MODIFICATIONS' MAY BE REQUIRED TO SUIT 100 CONDITIONS OR 5950 N .E. 122ND AVE. SHE lz2 Z'-' F'I FVATION RFFFRFNCF SYMBOL BUILDING CODE: &P --an)-18 SCOPE OF WORK. SITUATIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE PORTLAND) OR 97230 ALL WORK SHALL COMPLY WITH THE STATE OF OREGON 1996 (503) 251 - 7292 PLAN REFERENCE SYMBOL EDITION STRUCTURAL SprrIALTY CODE, AMENDMENTS AND 8. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC, DURING CONSTRUCTION. CONTACT: DENNIS PURDIN STANDARDS, (EFFECTIVE APRIL 1 , 1996) INCLUDING THE UPON COMPLETION OF WORK, CONTRACTOR SHALL REPAIR ANY DAMAGE THAT FOLLOWING CODES IN ORDER OF PRECEDENCE PER OREGON MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. STATE REVISED STATUES: PROJECT SUMMARY THE 1994: UNIFORM MECHANICAL CODE STANDARDS AND 9. CONTRACTOR SHALL SEE TO ;T THAT GENERAL WORK AREA IS KEPT CLEAN DEBRIS AR(,HITECT: AMENDMENTS: UNIFORM FIRE CODE STANDARDS AND AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, AMENDMENTS; UNIFORM PLUMBING CODE, STANDARDS AND RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE THE PROPOSED PROJECT INCULID.0 AMENDMENTS. - PROPERTY. PREMISESSHALL BE LEFT IN CLEAN CONDITION AND FREE FROM KL)C 4RCHITECTSINGINEERS, P.C. PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. INSTALLATION OF A BASE TRANSCEIVER STATION (BTS) WHERE THERE IS A CONFLICT BETWEEN CODES, AN EARLIER C//O BECHTEL USWEST MOUNTED AT BASE OF EXIST'G -TOWER. NAMED CODE TAKES PRECEDENCE OF A LATER NAMED CODE. 10. THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN PORTLAND, OREGON 9722._) IN ANY SPECIFIC CIASE ON CONE LILTS BETWEEN SECTIONS OF ANY THE. CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE 'SCOPL OF INSTALLATION OF ANTENNA ARRAYS ON EXISTING CODE REGARDING MATERIALS, METHODS OF CONSTRUCTION, OR ,VVORK. CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT (206) 670-8651 MONOPCILE@ 3 SIDES OTHER REQUIREMENTS, THE MOST RESTRICTIVE SHALL GOVERN. MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS CONTACT: KEVIN CAMP 3 ARRAYS/ 2 ANTENNAS PER ARRAY/ 6 TOTAL, WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT COMPLETING NOT EXCUSE SAID CONTRACTOR FROM COMPLETINTHE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. THE INSTALLATION OF A 12 HIGH G.P.S. ANTENNA; AND A SPECIFIC REQUIREMENT, THE SPE%CIFIC REQUIREMENT SHALL. BIDDER SHAD BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING) THE GOVERN. I kvidects Enomm, P.C. gl ARCHITECT/ENGINEER OF ANY CONFLICTS, ERRORS, OR OMISSIONS COAXIAL CABLE RUN'S FROM BTS TO ANTENNAS; 555 Dayton Arod 'Sade A PRIOR TO THE SUBMISSION OF CONTRACTOR'S PROPOSAL. IN THE EVENT OF El ECTRICAL. EiNGINEER: Edmonds, WA 98020 DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR A NEW TELEPHONE SERVICE RIJN TO BTS. (206) 670-8651 FAX. 11:06) 712-101W FXTFNSIVF WORK, UNI FSS DIRFCTFO OTHFRWISF. INTERFACE L-NGINEEPING, INC. A NEW 100A ELECTRICAL SERVICE TO BTS; ll . CONTRACTOR MUST PERFORM WORK DURING OWNER'S PR[FE'�RED H �54 SE LAKE COAD OURS, TO PLACE APPROX. 16" OF ENGINEERED FILL AT SITE AVOID DISTURBING NORMAL BUSINESS. MILWAUKIE, ()RIEG"ON 97222 TO RAISE SLAB. LEGAL DE%3CRIPTlON 12. ADA COMPLIANCE: FACILITY IS NOT STAFFED AND NOT OCCUPIED. (501-3) 659 - 6395 BTS LEASE AREA IS APPROXIMATELY 300 SQUARE FEET, SITE PARCEL NO.: 80273215 CONTACT: KENNETH W. SPENCER EXIST'G MONOPOLE HEIGHT= 100'-0" S'TE NAME: PORTLAND GENERAL ELECTRIC EXISi 'G MONOPOLE HEIGHT` (INCLUDING LIGHINING IMOD) 10,5' CHRIS A WINER LATITUDE: (NAn 83)N 45-26-47.52" SPEQVsl. INSPEQTION AND TE5_LhLQ, A, LEGAL DESCRIPTION: LONGTITUDE: W 122'4 7'00.54" (_0 REQUIRED SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN 5/11/97 . MMi'NCING AT A STONF COMMON TO SECTIONS 26, 27, 34, AND .55, TOWNSHIP I SOUTH, iNDEPENDENI SPECIAL INSPECTOR PER SECTION 1701 OF THERANGE I WEST, WILLAMETTE MERIDIAN, WASHINGTION COUNTY, OREGON, THENCE NORTH 89,521 APPLICANT AGENT: 01 p U.B.C. FOR THE FOLLOWING: WEST 191.37 FEET TO A POINT ON THE, EASTERLY RIGHT-OF-WAY LINE OF SOUTHERN PACIFIC A. CONCRETE: DURING THE TAKING OF CONCRETE TEST RAILROA71; THENCE SOUTY 18*43' EAST ALONG SAID RIGHT-OF-WAY 275.23 FEET; THENCE SPECIMENS AND PLACING STRUCTURAL REINFORCING AND T 1'7 7' EAST HE WALTER GROUP NORTH 12.00 FEET TO TRUE POINT OF BEGINNING OF TRACT TO BE DESCRIBED; STRUCTURAL CONCRETE, VERIFY REINFORCING SIZE, THENCE CONTINUING NORTH 71.17' EAST 393.84 FEET TO A POINT IN THE WESTERLY LINE OF A PLACEMENT AND GRADE. 1109 1 st AVE. #205 A01 50 FEE ROAD, DEDfCA-,-ED NOVEMBER 15, 1968 IN BOOD 724, PAGE 125, RECORDS OF U S WEST Communications WASHINi TION COUNTY; THENCE ALONG THE SAID WESTERLY LINE ON A SPIRAL CURVE LEFT WHICH B BOLTS AND ANCHORS IN CONCRFTE: HOLD-DOWN ANCHOR SEATTLE, WASHINGTON 981 IS PARALLEL TO AND 50 FEET WESTERLY OF THE STAT" HIGHWAY COMMISSION RIGHT-OF-WAY, BOLTS, INSPECT WE, LENGTH, TYPE (EXPANSION, EPDXY' AND THF 'ONG CHORD BEARS SOUTH 21'31'43" EAST 309.67 FEET, A SPIRAL LENGTH OF 309.97 WIRELESS PROJECT SPACING (.0NIACl .- ALLX PERLMAN FEE THENCE SOUTH 37"21'46" EAST 116.96 FEET; THENCE SOUTH 71'17' WEST 446.42 FEET TO C WELDING: VISUAL INSPEC ION OF ALL c,TRUCTURAI. FIELD WELDINC*, "206) 467 - 8704 A PUt,41 WHICH IS 8/ FEET, WHEN MEASURED AT RIGHT ANGLES, FROM THE CENTER LINE OF THE SOUTHERN PACIFIC RAILROAD; SAID POINT ALSO BEING THE NORTHWEST CORNER OF THAT THE SPECIAL INSPECT OR SHt-LL PROVIDE A COPY OF THEIR REPORT TO THE BUILDING OFFICIAL, OWNER. ARCHITECT/ENGINEER, AND CONTRACTOR. TRACT CONVEYED TO ALLIS-CHALMERS MANUFACTURING COMPANY BY DEED RECORDED IN BOOK 557. PAGE 427, WASHINUIIUN COUNTY DEED RECORDS; THENCE NORTH 18*43 WEST 420 FEET TO THE POINT OF BEGINNING. PORTLAND GENERAL ELECTRIC VICINITY MAP DRAWING INDEX 410070 SW CASCADE BLVD. TIGARD, OR 97223 POR--076B ARC HITECDU�A lol6l ES I G N TY P E 0 C T 1111-E SHEET C-S CIVIL SUI VLY OUTDOOR z A- 1 SITE PLAN EQUIPMENT A-2 ELEVATIONS AILD AND ANTENNAS ENLARUED PLANS & I$CTIV A DETAIL-c-) P�°J�d ���y PPP ,��,^ '� '.�}-1E�T.. • V. 3 r kk %N0 \A0\ - v Sn-E TITLE SHEEI_ vala ELECTRICA ONE-L.INE DETAILS S- HEF 1 1'li!)Vk� & GROUNDING PLAN E- 2 GROUNDING AND ELECTRICAL PLANS 0 "I F-3 DETAILS Cascade Blvd 10195 A'- BLIP96.00191, BUP97-r()320 tot 10DW_ NAML OR076-T1 6 A.DAI[ 4/14/97 10,1AM l 6 _ NOTICE IF THE PRINT OR TYPE ON ANY IMAGE IS NOT AS CLEAR AS THIS NOTICE, 3�_ 4� 260 L lmlr�' ITIS DUE TO THE OUALITY OF THE - No 36 et13 till ORIGINAL DOCUMENT �1_ 9 ' I I II IIIIII IIIIIL►LII►ILII►II IIIIIIIII I�Illlll►. IIIIIIIII ILII ILII I►IIIIIII lll► III►VIII IIIIIIIII ILII Illl��lllf I►I► ►IIIIIII►�I►�Illlll Illlllll��llllll��� ►llllll�l ll�Ill111rlllllW.l 111�IIIIIIIIIII �-I�IIiIIINIII IIIIIIIII III 2431 ZONING: C-G \ N(; Wi REVISION 8Y (,HKD APV' USE: INDUSTRIAL \ v ISSUED FOR CD REVIEW Vr uS t � � r gA \ \ OVERHEAD °OWER -- PROPERTY LINE t \ (E) SUBURBAN \ PROFANE \\ \ �@O>F TAYLOR ` t \ r 1 r-,Pi� �G SES t�- 10 L. 100 �P/c - 1 I n ZONING. C-G \l t \ ' �� • ' �-' PiEU �'`Gi\ON \ \\ t\' 'wP PU USE: HWY 21? Architect - Eng;ieam P.C- _� '*4b ` c(yfi) \ _ - 8120 'X R"ik"ay (rive [USE NING: IP ` \ / 0 ��-} V - — - l Portland. Oregon 97225 RdtFt �NLf � '1 (503) 291-1182 FAY.. (503) 2.91-118: 300 ,r,�' \ pRa CPi� • HSG \ w�01-opaS���6Gr` .000 r Z-1 WEST S U o C nnri°'lunica#ions WIRELESS PROJECT Si i E INFORMATION PORTLAND GENERAL ELECTRIC 10070 SW CASCADE BLVD. TIGARD, OR 97223 POR--076 GL SIGN TYPE 50 ,- OUTDOOR ZONING, C-6 EQUIPMENT USE: WAIL AND ANTENNAS t HE:E:T TITLE: 1 t SITE PLAN SITE _P tONM NOTES LAN 1. NO SCRE"'11NU IS PROPOSED Al THIS LIME. — ---- SHEET �JUM@F Ft RE QUIREMFNTS TO 01, DETERMINED AT PRE -APPLICATION MFE TING SCALE \� 30' h0' •l. NO PARKING IS WECIED BY (HIS INSIALLAIION 0 '(;I' SCALE III ! Cascade Blvd 10195 BUP96-00191 BUP97-00320 2 or 10 OWG NAME OR078A-1 i)AII 4114!97 W146 AM ,.,..,.v tnw.... .,.�.+•w.u..r,. -. _....._,..... ........._...-+.r._....,.... ...�.......,..�.:,.•.....,,,rt�r..+.�v,..:...e'.r,-,^"'"'.'rnu ww�..ayl�.wr}�., _.. .. ... .w+nwrn �.m.aw w wr. u wY r Tn 1 .0 ICY, 1 !'rAr.wf+AM•' .Mt Ah i�QVVMktM .iw�r��r.��..+�.r�. _.v.�. .. - n^.+IrrnsroT• ,f�M+,ksn an..inl".' '�'•'.aKua'tRF:'�,'"rnv.��n�,:M1,:w'�.tl�t., -. ..c. ...- __...s,o-:.+.actirsAasMairt`asnn• ...-.... .....y,yr .. M NOTICE: IF THE PRINT OR TYPE ON ANY I I I I I I I I I I I I I I I I I I I I I I I I I I J I I I I j I I I I I III III IIIIIII IIIIIII 'IIII!I I III III IIII 1 1 1 I I I I I I I 1 1 1 1 1 1 V I I I I IIII 1 1 1 I I I I I I I I I I I I I I III I I L I I I I I I I I I I I I I I I I I I I 1 1 1 1 1 1 1 III 111 V I I I I I �, )�y �/ ,2��ny 'MAGE IS NOT AS CLEAR AS THIS NOTICE, g ' }� I 1 - -- ---- —._. 0L�- 11 12 li IS DUE 1 O THE C?UALITY OF THE No.36 ORIGINAL DOCUMENT �£ 8Z RZ L7, 9z 9lZ ibZ £Z Z IZ 0lz 8i RtIIGT 9I 9lI 6T uT ZT T1 T I �8 R L 9`_9 Ilillllll�llll IIIIIIIIIIIIII�IIIIIIIII I II I I I I � � � I i III I� Illl�lll�,�ll llll�llll II:I Illllllll�llll�l ►III IIII II III II IIII II�IIII IIIIII�I�III�IIIIIIIIIIIIII I II I. I � III i�lllllllll Illilllllll IIII oo���llllllll►►► . ILIJ. IIIl111II�1Wll11 11111�1111i lilllllllll LIIIIIII II! F (E) FENCE I 0 AZIMUTH (E) GA C do FENCE NO LATE REVISION TO RF REL OCATF O 4'-a' 4'-0" RELOCATED S .,/91 ISSUED FOR co k4VItW u'. ISECTIONs� Txl/12x1 --__ -- � -.^` - _--- _____�-- OF FENCE W/ GATE RED/YELLOW —FUTURE ANTENNA Tx0/Rxo --- (T YP. 3) RED/GREEN 5/11 RFQUE;JFD REVISIONS M BI.UE/GRtEN } �\ (E) GRAVEL -A �- .`\ I i �. DRIVEWAY � iY1/RY1 / WNIIE YELLOW L—•� —ANTENNA DOWN-TILTBRACW 9r Jl r RELOCATED SECTIONANTENNA Q OF FENCE W/ GATE �-_ - (E) HIS E©UIP. 1-- (E) GATE do FENCE x TO BE RELOCATED a 240 AZIMUTH 120 AZIMUTH 14 I � +II '- d TZI/RZI C N T'f0/R YO BLUE/YELLOW WHITE/GREEN <0 - go CO-10CATE M OON POLE ANT rDNA MNT _ DETAIL �'nI VrLkk4 -- --- 433A A-2 NTS (E) MONOPOLE W/ — PROPOSED ANTENNAS � I — � I I � — PROPOSED U/G COAX Uj SEE DTL. •=° � 327 � w — EXPANSION AN N � cXPANS10N AREA A-3 PROPOSED 3' X 4' MFTER (E) ANTENNAS — AND DISCONNECT PAD. j I SEE DETAIL PROPOSED 8TS - --- I — —� 36U A__" EOUIPMENT 11 T I R A- — (� �� PROPOSED ANTENNAS kchitcects - Uw;neves. P.0 PROPOSCD 4'-a" \ - ____� ��; i / \ 555 Dayton Strut, Suite A WIDE GATE — — �'� COORDINATE WITH ELECTRICAL DRAWINGS TO 26 Edmculds, WA 9f3a<0 DETERMINE CONNECTION FROM BTS TO U/G T i 206 670-8(iti1 FAx: ( 712- 1 ELECTRICAL LINE. SEE TRENCH DETAIL. A-3 OF ANTENNAS ^ ( ) 2tb) 084E O^ A-3 �� INKLl ppUFY cv CAM uarK+ o+ I r,� C4)6 43 i 433 PROP05ED 6'-Y' HIGH — � - A -3 4 A-4 CHAIN LINK FENCE � 041 343 341 x ---------x-- :�15 fi'.-6" 12' 0" A-3 A-.3 A-3 Imo- --- i" 25'-0" -- PROVIDE AND INSTALL ENGINEERED RAISED CONC. AREA FILL TO PROPOSED SITE AREA SEE DTLI RAISE + 16" ABOVE EXISI'G GRADE 430 - w A 3 I A ti n_ Q ENLARGED PLAN o U S WEST Communications 11 _ - - - SPECIAL NOTES: ,. 8" I _ " SCE STRUCTURAL DRAWINGS PROVIDED BY THE / - MONOPOLE MANUFACTURER FOR MONOPOLE o '� CONSTRUCTION WIRELESS PROJECT °i 4'-0" I F. MONOPOLE 12\, = (E)(E) MON NOF'ULC � 5/I1/97 SITE INFORMATION � PORTLAND GENERAL ELECTRIC 10070 swr c;AscAnF Bom ' F INSTALL GPS ANTENNA PER - r MANUFACTURER SPECIFICATIONS ?IGARG, OF, 97223 ACTUAL_ LOCATION rO BE (CONCRETE .+ CASSTT-I ! -- -IN-PI ACF) 561 PAC) DETERMINED AT INSTALLATION POR-076 1 -- -- ------ -- ---._------- a-a � DESIGN TYPE OUTDOOR 6" UNLESS SHOWN OTHERWISE #4012 EA WAY 'N TABLE OR ON PLANS EQUIPMENT4" -jI f-- 1/2" TROWELED EDGE TYP, AND ANTENNAS ----- A -a FIN GRADE ------ SHEET TITLE I (E) FENCE M — PROPOSED BITS EQUIP. _ P OPOSE.D 6'-(f HIGH ENLARGED SITE PLAN PROPOSED 6'---0* HIGH AND CHAIN (INK FENCE CHAIN t INK FENCE Cascade Blvd 10195 1. USE GALVANIZED HILTI EXPANSION ANCHORS OP APPROVED EQUAL FOR EQUIPMENT ANCHORAGE. BUP96-00191, BUP97-00120 ELEVATIONS 3 of 10 2. '-OR SIZE AND LOCATION or ANCHORS AND CTI-lER - REQUIREMENT. SEE EQUIPMENT VENDOR DRAWINGS. 7 SHEET NUMBER OUTDOOR PAD FOR MINOR EQUIPMENT F ;- NTS SOUTH ELEVATION _ WEST ELEVATION NTS C3:'� c. CAI_E: 1 /8 = 1 ' - 0Dwc: NAME 7 ()A11 4 ' � - / 14 1U'j `ti NOTICE: IF THE PRINT OR 1YPE ON ANY �- — — 1 l l l l l l l l l Jill l I I I ILLI I ! III I Ill ! Jill I I I�I II_II_II�_ I 7KI,�I�I-S_I� IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 �1 5 6 _ �.. , 11 S DUE TO THE (.QUALITY OF THE N so ORIGINAL DOCUMENT S 8Z 8Z LZ 9Z Z bZ SZ ZZ LIZ U� 8[ SI L111,11 T eI 9[ I bT �1111�ljlli Tik[�Jli I� II IIIA{►1111 II ��IIilI�► ll►I�I�IIIIIIII���I I►�IIILl�l�11111 I��►t1111111� � 111 111111111111�IIIIIIi►IIIIIIIIU IIlIIN11 i L { STANDARD CIVIL NOTES-. STANDARD CONCRETE AND RLINF ORCING BAR N01 LS- IPFNCH i FINISHED GRADE, AC PAVING 7MATCH SLOPE AND THICKNESS -- - --- -- - - - r' OF EXISTING NI, OA /-- FINISHED GRADE AC PAVING SITE WORK I ' MATCH SLOPE AND FHICKNESS f 1 . ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301 , � r TRENCH � ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND ACI 318 AND THE SPECIFICATION CAST- IN-PLACE CONCRETE. �---�=1 OF EXISTING STIPULATED IN THE SPECIFICATION PROJECT SUMMARY. - 2 ALL CONCRETE SHALL hAVE A MINIMUM COMPRESSIVE STRENGTH OF - UNDISTURBED r 2. RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE 4000 PSI AT 28 DAYS UNLESS NOTED OTHERWISE. o zjv"" F � RFMOVFD FROM THF SITF AND DISPOSED OF LEGALLY. 3. REINFORCING STET! SHALL CONFORM TO ASTM A 615, GRADE 60 DEFORMED "� - COMPACTED BACKFILL CD _ ¢ 3. THE SITE SHALL EE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM - PER SPECIFICATION FROM THE PCS EARTHWORK M UNDISTURBED Q EQUIPMENT, TOWER AREAS, AND ADJACENT BUILDINGS A 18'; WELDED STEEL Wi?E FABRIC UNLESS NOTED OTHERWISE. SPLICES `�, UNDIS ` 4. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. CLAS.; "B" AND ALL HOOKS SHALL BE STANDARD UNO. t ---� �� ' FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR _____.._.__ _-______. EtA�,1(Fll.l � v COMPACTED BACKFILL EMBANKMENT. 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR � _ (SAND OR NATIVE SOIL) � PER SPECIFICATION � I 5 THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNiFORM REINEOFiCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: PER EARTHWORK -_ FARTHWORK UTILITY WARNING TAPE GRADE PRIOR TO THE CRUSHED STONE APPLICATION CONCRETE CAST AGAINST EARTH........3 IN. TELEPHONE CONDUIT - SPECIFICATION � \�- � L� 6. ALL EXISTING ACTIVE SEWER, WATER; WHERE APPL.ICABL.EWHEGAS, ELECTRIC, AND OTHER UTILITIES CONCRETE EXPOSED TO EARTH OR WEATHER: UTILITY WARNING TAPE I �: �- BACKFILL AND RWHEREOREOURR D ED INORHTHEOPRO ER EXECUTION RK, SHALL BE PROTECTED AT ALL TIMES, -'---" -' `-- �- - � ----- F THF WORK, SHALL. BE 6 AND LARGER............. ....... 2 IN. (SAND OR NATIVE SOIL) RELOCATED AS D'RECTED BY ENGINEERS, EXTREME CAUTICN SHOULD BE USED f5 AND SMALLER & WWF........ 1 112" \--ELECTRICAL CONDUIT \ PER EARTHWORK BY THE CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND OR NEARWHERE APPLICABLE SPECIFICATION ' UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST "- -" --- _- - -- - --"' -` WORKING ;RTW. AGAINST THE GROUND: \",---COAX CABLE CONDUITS ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER 0111TIES, SLAB AND WALT ... ......•....3/4 IN. (6) 4" PVC CONDUITS " " -- WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL. BE REMOVED BEAMS AND COLUMNS....1 112 2 IN. 1 -0 MIN. AND SHALL BE CAPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS I P T N F CONCRETE EDGE TO EDGE � 6" (MIN) WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT �. A 1; 2 RADIUS SHALL BE PROVIDED A ALL EXPOSED EDGES 0 CONC E E 5/11/97 - TO THE APPROVAL CF ENGINEERING UNO IN ACCORDANCE WITH ACI 301 SECTION 4.2.4, r 8. THE AREAS OF THE CUSTOMER'S PROPERTY DISTURBCD BY THE WORK AND 6. HOLES TO RECEIVE E\PANSION/WEDGE ANCHORS SHALL BE 1 /8- LARGER IN "�.;ti" �-✓� c NOT COVERED BY THE BUILDING, DRIVEWAY OR CRUSHED STONE, SHALL BE DIAMETER THAN THE ANCHOR BOLT, DOWEL OR ROD AND SHALL CONFORM * SEPARATION DIMEN:;ON TO BE VERIFIED GRADED TO A UNIFORM SLOPE, FERTILIZED, SEEDED, AND COVERED WITH TO Mf R RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE WITH LOCAL UTILITY COMPANY REQUIREMENTS .Ifs MULCH AS SPECIFIED IN THE SPECIFICATION LANDSCAPE WORK. DRAWINGS. AVOID CUTTING EXISTING REBAR WHLN DRILLING HOLES IN JOINT SERVICE. TRENCH � } ELEVATED FLOOR SLABS. r 7. INSTALLATION OF CONCRETE. EXPANSIONL'WEDCE ANCHOR, SHALL BE PER JOINT SERVIC_E_TRENCH 3IURIED CONDUIT BURIED CONDUIT MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURESELc.C./TELEPHONE COAX ANTENNA 5/11/9OF 7 I DETAIL DETAIL X02 DETAL DETAIL - ' I -_ -^_ 326 r� 32 E x,P 1 RAS N! 300 10'-0" OC MAX!--.4 NOTES: GATE POST GATE POST I CORNER, END OR PULL POST (INSTALL FENCING PER ASTM F-567, SWING GATES PER ASTM F- 900) ,i 3 STRANgS (4 DIA OD STANDARD PIPE) 4' 0" MIN TOP RAIL UNO CLR OPNG E3ARBEC WIRE -� I 1 . GATE POST, CORNER, END OR PULL POST 2 1/2 " NOMINAL (2.875" O.D ) SCHEDULE 40 PIPE 5.79 LBS/LIN FOOT FOR GATE WIDTHS UP THRU s LINE POST I I 6 FEET OR 12 FEET FOR DOUBLE SWING GATE PER ASTM-F1083. r 2 112" OD STD PIPE - 2. LINE POST: 2" (2.375" OD) SCHEDULE 40 PIPE, 3.65 LBS/LIN FOOT PER ASTM-171083. BOTTOM ---� - I » t TENSION I 3. GATE FRAME: 1 1/2 (1.875 OD' PIPE, 2.72 LBS/LIN FOOT PER ASTM-F1053 x WIRE -� BRACE RAIL -DIAGONAL ROD 4. TOP RAIL & BRACE RAIL: 1 1/2 " 1 .875" OD PIPE, 2.72 LBS LIN FOOT �/� W/TURNBUCKLE / ( ) / TYPICAL »'f 'II PER ASTM-171081. L • ESV z _ �� "" Irk 5. FABRIC 12 GA CGRE WIRE SIZE 2" MESH, CONFORMING TO ASTM-A392 { L ATION o DIAGONAL ROD _- --- Architec's - Engineers, P.C. EXTENSION TOP STRAND---- - -- -- ,--- - - ` w/ TURNBUCKLE ARMS I ' OF BARBED WIRE 6. TIE WIRE: MINIMUM 11 GA GALVANIZED STEEL AT POSTS AND RAILS 5' I �_1r - OF TOP �' I A SINGLE WRAP OF FABRIC TIE AND AT TENSION WIRE BY HOG 4 8120 S.W. R'�dgewoy Drive - RINGS SPACED MAX 24" INTERVALS. Portland, Oregm 97225 2'-0" � FABRIC '- ,, (503) 291-1182 PAX: (503) 291-11 0.5 I PLANT OR I STRFTCHEII 7. TENSION WIRE' 7 GA. GALV4NIZED STEEL. oY , FACILITY SIDE --- BAR z z II - - - - - _ 8. P.,1R5EG WIRE: DOUBLE STRAND 12-1/2" O.D. TWISTED WIRE TO MATCH PROJECT 1" ABOVE - WITH FABRIC 14 GA, 4 PT. BARBS SPACED ON APPROXIMATELY 5" o z��- GROUND AND SLOPE III 1 ,- i CENTERS. I a m ALL AROUND (TYP) zo X< III II 9. GATE LATCH: 1 - 3j8 " O.D. PLUNGER ROD W/ MUSHROOM TYPE CATCH FIN GRADE , G ' AND LOCK, KEYED ALIKE FOR ALL SITES IN A GIVEN MTA. n OR GROUND FIN GRADE SAME A-) 10. LOCAL ORDINANCE OF BARBED WIRE PERMIT REQUIREMENT SHALL BE c\ z �„� __--_ _ POST 00 + 9" CORNER POST COMPLIED IF REQUIRED. ,^ ' (1'-0" MIN) NOTE: 11 HFI(-,HT = 6' VERTICAL + 1 ' BARRED WIRE VERTICAL DIMENSION. i t -_�_ _� NOTE SEE: NOTE ON DETAIL 345 FOOTING • SEL NOTE ON DL IAIL 34b SEE UE1 343 NOTE: - -�" - I WOVEN WIRE SWING GATE, SINGLE SEE NOTES TYPICAL WOV�_N WIRE FENCING NOTES DETAIL 345 ON w0VrFN WIRE CORNER & ANCHOR POSTS ---- -- - 1 TYPICAL SECTION --- � 5/11/9 - DETAIL �� . DETAIL DETAIL wovLN_ WIRE FENCE DETA�. �, U S WEST Communications NTS ^, _` ra WIRELESS PROJECT 10-7/16' 2'-3 9/lf7' 1'-il 1/4' _- MONOPOLE 11 I 112'0 ANCHOR BOLT_ -- / (T YP P PL A[E j) I - --- DOWN-TILT BRACKET 00 k FOR EQUIPMEN I io I I I I I LAYOUT SEE I I ,, ANTENNA PORTLAND GENERAL ELECTRIC DETAIL 430A d �' ---�- - - - - - I 10070 SW CASCADE BLVD. TIG/RD,RD OR 9 7223 - - _ P' P 5/16' STUB UP I I - BOLTED MOUNTING BRACKET I - PIPE MOUNT AS PER MONOPOLE MANUFACTURER POR -- 076 OR -_ 076 N - --+.C-t---- ' HDSL- �' "� I P ry I I DESIGN TYPE_ I- 4" -- ----- -- I 4" GRAVEL 1 _ OUTDOOR (WHERE SHOWN -WWF4X4 - W4.OX4.0 m I I CO �u w t �.- :r. �-- ��, � w �Ir,I� I n EQUIPMENT ON PIANS)- z 3 2 ill NII POWr h c> cJ 1 (1 vp) I I r z m ! CAHINI 1 �� s m v I I - 1/2" JUMPER MATCH E XI�TING Gr'ADI • 7 18• / SOIL AND SI?E CONDITIONS - w 2 -P __. _ V' I AND AN -ENNAS - - - `X ---- col 1 11 am ri -�- SHEET TIT_t --- ---- 7--- 1'-0' - - - 7 3/B, -- - ± I -- LOWER %TENNA BRACKET �- I._j- COAX ACCESS HOLE I I \ 1 FOR F RO.�I CONDITION IAN 11, 0" I - \ SEE DETAIL 36' f' - '- ! I DETAILS Cascade Blvd 10195 ANCHOR BOLT PATTERN _ " " NOTE: ,i\ Ln 1/2 10 I BUP96-00191. BUP97-00320 1 . FOR CONCRETE NOTE SEE DE1AI1. 302. \\\ f -" �{ 4 o 10 __. COMPACTED SOIL 10 MIN FOR MINICELL REFER TO EQUIP. ANCI-OP BOLT PATTERN DTI_. </4 19 � 1. GRAVEL SHALL BE NATJRAL OR CRUSI-'ED GRAVEL X35% MAX DENS:TY PER PCS EQUIPMENT ;f,F=E T NUMf3FR WITH 100 PERCENT PASSING i INCH SIEVE. ASTM D1557 METHOD D 3. IF REQUIRED, LOCATE TRANSFORMER IN ACCORDANCE (TO BE VERIF ILD WITH SITF (2 C A B I NE T S) WITH LOCAL & NEC REQUIREMENTS, PAD SIZE SHALL 173E SPECIFIC SOIL REPOPT) MINICEL� E( UIPMEN= PAD LAYOUT ANTENNA_POUNT MODIFIED AS REQUIRED TO ACCOMODATE TRANSFORMER - - --- --- -- ANTENNA-MOUNTING CONFIGURATION P EQUiPMEN_T_P_AD_jSLAB ON GRADE �'AL DETAIL - � NO FRUS-f CONDITION - f'Ts 300 NTS 1/4"DET1' 0 -- ---<�OA DETAILA 3 PA'. �JAME OR076A-3 !In F 4/14/97 1124 AM NOTICE. IF THE PRINT OR TYPE ON ANY f-IL ! II ' lll IIIIIII III fll I IIIIIIIII � ! I ! I VIII III I�I'11► I�I Ilf III III II II ! III ! II II! II! II ! II ; I ! VIII ! ! II IIII ! j ! ' lll ' ll ! ! � ! III III I �I I I III !jl VIII I ! I ! III ! 1111 I �) . Icl0111-1 IMAGE IS NOT AS CLEAR AS THIS NOTICE, l I I I il. --I-- -I -I-'L - L1_ I L L_ l I I61 �/ , i IS DUE TO THE QUALITY OF THE N1,3e ORIGINAL DOCUMENT g gZ Nti LZ 9ti 5Z bti E'Z y [z 0� �11 RI L�T !9T 9I 6 t El ti : �; T e 8 G e 9JLjII, 11L ll �� ll f � l �Illlillll1111 IIIIIIIII1IIII�IIII ILII IIIi1IIIIIIIII IIIIIiII IIIIIIII IIII1IIII ILII ILII IIII1IIIIIIIII IIIII!I�I IIIII!IIII!IIILII ILIIILII ILIIILII ILII ILII Illl�lllllllIllllllll►IIIIII IIII1IIII 11 1110,-ILII( 11111llJlllUll I N11 bt �J BER DESCRIPTION FITC NUMB .R: PAG SITE NAME: ESCRIPTION: PROGRESS PO-1339-B I SATE ADDRESS: OWNER: T--1 TITLE SHEET, OVERALL SITE PLAN, GENERAL INFORMATION CASCADE ROAD PORTLAND GENERAL ELECTRIC TIGARD, OREGON 121 SW SALMON APPLICANT: PORTLAND, OREGON 97204 A-1 ENLARGED SITE PLAN, SITE SECTION, - ELEVATIONS PORTLAND GENERAL ELECTRIC 121 S.W. SALMON i PORTLAND, OREGON 97204 i I PROJECT DESCRIPTION: AN UNMANNED RADIO TELECOMMUNICATIONS FACILITY CONSISTING — — OF A THREE-SECTOR ANTENNA ARRAY WITH (3) ANTENNA PER S H E E T INDEX \ SECTOR (9 -'OTAC) M0IINTFD ON A NFW MONOPOLE WITH THF _-__....- -........._.... .............................................................._...._._......._-.............._._.—_-..—...... TRANSMITTER EQUIPMENT MOUNTED ON A SLAB NEXT TO THE MONOPOLE. �E SANKS R'GAS p�OpEFt�y ZONING: AREA OF PARCEL PARCEL NUMBER(S): r... ___. .---__..._.__............._._ _._ _...._......... _._._..._._ ----------•-----•-------- GAS 5'(OAA pA NG Gp�E I �51�5�� W3� DOCUMENT REVIEW E` GAjE s UT ILITIES AjE OWNED R OC f l ---- — — — � ELECTRICCO: PG273-1800 CONSTRUCTION TELEPHONE ( O: 5 E 44 OPERATIONS —" 2 30 j REAL ESTATE _ FIRE DEPT: TIGARD I RF ENGINEER j D TEL: (503) 649-8577DA / I i ZONING —�.— �{ GENERAL INFORMATION: LANDLORD 1. PARKING REQUIREMENTS ARE UNCHANGED I _ / 2. TRAFFIC IS UNAFFECTED — / 3. NO SIGNAGE IS PROPOSED -- � \ON 4. NO SITE GRADING IS PROPOSED_ APPROVALS pGESU�r,ZA PROJECT SUMMARY 1 � NOTES: 1) SITE PLAN FOR DIAGRAMMATIC PURPOSES N ONL Y; DO NOT SCALE 2) FOR F rOPFHTY LINE LENGTHS AND BEARINUS, SEE EXISTING SITE SURVEY OVERALL SITE PLAN SCALE: 1"=50' 1 ........................ . ................................._.............................. .....-...._.._...._._................._.................. ...•--._...-••-- A/C AIR CONDITIONING GRND GROUND REQ'D REQUI IED PROJECT ENGINEER (W. AUJUSTABLE GNB GYPSUM WALL BOARD RM ROOM 1 AFF ABOVE FINISH FLOOR GYP.8D, GYPSUM BOARD R.O. ROUGH OPENING APPROX. APPROXIMATELY DOUG MOH R ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS HARD'MD HARDWOOD 5 SOUTH PORTLAND GENERAL ELECTRIC AMG AMERICAN WIRE GAUGE HORIZ. HORIZONTAL SHT SHEET N R HOUR SIM. SIM. SIMILAR 3700 SE 17TH AVENUE SLUG. BUILDING i SPEC. SPECIFICATION BLK. BLOCK HVAC HEATING,VENTING AND SO SQIk.RE BMR BASE MOEILE RADIO AIR CONDITIONING SS STAINLESS STEEL P O R T L_A N D, OREGON 97202 STL. STEEL B/S BUILDING STANDARD 5TRUCT. STRUCTURAL TEL: 573 464-7478 I.D. INSIDE DIA. SUS P. SUSPENDED IN. INCH S.V. SHEET VINYL CLO CEILING CLO. CLEAR INFO INFORMATION CEL. 5013 701 2195 INSUL. INSULATION CONC. CONCRETE INT. INTERIOR THRU IHHOUGN FAX: 5 13 4G4-7775 ` CONST, CONSTRUCTION TNND TINNED CONT. CONTINUOUS T.D.C. TOP OF CONCRETE LB(S) POUNDIS) T.O.M. TOP OF MASONRY ,, t' a gc J•`�d\S:• `1.^ DBL. DOUBLE. TYP TYPICAL pyQ I y�.• '' b "��`• ��' DIA.,O DIAMETER MAX MAXIMJM DIAG. DIAGONAL MECH MECHANICAL o AL UBC UNIFORM BUILDING ,�1 Pd\�\b� DIM. DIMEN51ON CODE I Ci �n\y MET,MTL METAL ON DOWN MFR. MANUFACTURED I UNO UNLESS NOTED �c tfr\\ N DETL MGR MANAGER OTHERWISE pf—?� of to'- DWG, AWING MINIMUM sla"\ \t \NEOUS VERT. VERTICAL MISC MI E EAST VT VERIFY IN FIELD .•'� EA. EACH VT VINYL TILE PTm • EL,ELEV ELEVATION N NORTH IdD ELECT ELECTRICAL W. NOT APPLICABLE EQ. EQUAL NIC NOT IN CONTRACT W WEST EQUIP. EQUIPMENT NTS NOT TO SCALE W/ WITH WIN E.M. EACH WAY WI EXIST. EXISTING W110 WITHOUT WINDOW — — EXT EXTERIOR OC,r,i ON CENTER W.P. WATERPROOF OD C!TSIDE DIAMETER FIN. FINISH OPG. OPENING 4 ANGLE FLUOR. FLUORESCENT OPF OPPOSITE & AND I —DESCitTPTTDR-- FLR FLOOR 0 L ISSUED FOR CONSTRUCTION PERMIT FT. FOOT q CENTER LINE PL YMU. PLYWOOD GA. GAUGE I'R PAIR PROPERTY LINE GALY GALVANIZEIDI PRUJ PROJECT p AT GC GENERAL CONTRACTOR PROP PROPERTY PT PRESSURE TREATEI' " ICMdER r — ----__ --_---- ---- __-- 3700 S.E. 17TH AVENUE PORTLAND, OREGON 97202 1 REVISION 10N ROOM NUMBER I 'C I `" KEY NOTE DDESIGN ENGINEER PPROV`D DATE DEMO NER ��.ALE SHEEHR /I1N906 21 KEYED NOTE N D. MOH 1 -- 1"-50'— -- --I OF-1 DETAIL REFERENCE , ,C SECTION REFERENCE TITLE TITLE SHEET OVERALL SITE PLANS _ PROGRESS DRAWING N0. A_ ELEVATION REFERENCE PROJECT (MAP SOURCE. THOMAS CU:DE - 1994 ED. Cascade Blvd 10195 ABBREVIATIONS & SYMBOLS CONSULTANT TEAM VICINITY MAP FnGE 655 GRIP D-1 ) N.T.S. BUF96-00191 BUP9'7-00320 PEr,uNAL COMM SYSTEM 3 9 — .. _. _..__. .. _ R-g T 1 L3 - -- — - -- -- - ----- - - - - - --- - - - ------ ------ ---- ----- __ --_— - J G.H. NATION 'N NOTICE: IF THE PRINT OR TYP`� ON ANY Ili I I I 111 III III III III t I I I III I I I I 1 r(r I I r Thr TAT r1 r I III I I I 11 1111 I j l III III f l l III I I III III III III III I l l l ( l I I III III I I I A I'I(I f l l i l l l l l l III III I j l l l I )l Ll _ I 1 1 I I I >> e-�J IMAGE IS NOT AS CLEAR AS THIS NOTICE, l it - --_ l `'1-- 41 1-1L- - 1"' - -- --- IT IS DUE TO EHE (QUALITY OF THE No 38 - - -- -�IIIII�I� I�IIII�IIII ORIGINAL DOCUMENT 9z 9 9t �t IIII��III.IIII�111111111�1111�1111�II�I �III�lllll�,�l III�IIIII�IIII�IIIIIIIII�IIIIIII111Illllullllll,I�Illllll��►1,1��11►�1���lill�l< 1►1.►11.11.1.1111,1 � I I. �►III ��1�N 8Z 87 Glz Z rIz Ez z tz oz st et G� ibt Et zt tt i 6 t3 G Jg 4 1b £ Z I� f �' ISI Il�lllllllll�llillllll I111111111111!IIII!�lilllllll i' III � � I�� I I I � I l '11111111 111►. ��II�I►II IIIII��III IIS, II 4 NOTE: WHERE NECESSARY DUE TO SOIL SITE CONDITIONS;REMOVE UNS IITABI_E MATERIAL. AND REPLACE WITH A-6'OF 1-1%J' CRUSHED ROCK COMPACTED TO 907, CIR ENGINEEREDF-��� -�1_.AI`1--.__.._ FILL. REVIEW WITH PROJECT MANAGER PRIOR �5, 00 i I•+ONDPOLE; SEE _ '.:ITE PLAN FOR HEIGHT -, � REMOVE F=NCE PROJECT AREA BOUNDARY LINE •► 3`13"PREFERRED ON ALL SIDES I OF PAD,6' MIN. i I' 1 q :"—CABLE FRIDGE ------ 6' HIGH _--6' HIGH CHAIN-LINK FENCE `• ' I, V -- EQUIPMENT CABINET FOUNDATION: COAX TERM FRAME EXTEND MIN. 12' INTO UNDISTURBED i I, - - - - SOIL AND BELOW FRUST DEPTH PER DETAILS / �\ - - - , EQUIPMENT ELECTRICAL/TELCO BOARD -Y- i- I I JJ -+-------- FINISH SITE WITH 4' OF �'xl/4" `I I I I I I CLEAN CRUSHED ROCK WITH NO I _ EQUIPMENT CABINE S � FINES, APPLY OVER GRADED, / I GRADE SITE WITH CROWN FROM ENTER OF _i S 1 COMPACTED SITE (INSTALLED BY OTHERS) I � SITE AS INDICATED; SLOPE TO HLL EDGES I , OF SITE PERIMETER AT 5'; 1 � � IIi I - -- TREAT GRADED SITE WITH APPROVED -,� i WEED BARRIER PRIOR TO GRAVEL FINISH I I I I I II I y I I GATE — — EaISTING UNDISTURBED SOIL USE SELEi_TEU FILL , AND GRADE SITE WITI, CROWN A; INDICATED;COMPACT T.1 90% i II I TOWER FOOTING --- PER MANUFACTURER'S DWGS. -,-1- EX!_AVAIE MIN. NEC.ES__AR1' TO GRUB SITE:REMOVE SOL', ROOTS AND ALL UNSUITABLE SOIL FROM PROJECT AREA , _.._ _..... ... __...... ...... ......... .. ...... .. _.. - EXISTING 8' GAT/ I NOTE: ONE EDGE OF TOWER PLATFiVM / SCALE: 'A' = l -0' j TO BE ORIENTATED 15° TO TRUE NO�TH. ' - - _...... .- - (AZIMU1 H, 0' TRUE NORTH) .................... ......... ........... ... SECTORIZED ANTENNA` SECTORIZED ;EIS TOR '��' = I5' SECTOR 'A' = 15° � � � � NEW 6' GATE _.�EC;'-1R B' = 135` SECTOR 'B' = 135° '_,- TUR C' - 255` SECTOR 'C' = 255' / I -- PROPOSED ELECTRICAL ?. TELCO EQUIPMErJT � 31 PRC1P0':EC PANEL_ AIJTENNA'$: '-Ai_ SIDE OF AtJT�-i1!JA PLATFi?Rf1 •4NTENNAS TOTHL_ --- - — -- —_� - SIJPFORT BOARD I I (•') PROPOSED 30".30"x52" EQUIPMENT UNITS MOUNTED TC1 A 8'-0. 12,_0.. x 6. (REINFORCED CONCRETE (3) PROPOSED PANEL ANTENNAS: EACH SIDE OF ANTENNA PLATFORM ANTEi\INAti TOTAL PPOPCISED SEC�i ORIZED ANTENNAS ---- --— SECTOR B'5 F L T _F a - 13° L I \ I ` I PROPOSED -+' HIGH / A- SIDES, 1 YPICAL (aLL_ I ,IDES, AND ON EITHER _,IDE OF THE MONOPOLE ��-� — PRC1Pi.:I'SED 100' MONOPOLE DIVIDING THE SITE PROF'C1` El� ANTENN�a PLATFORM AT TOP OF MONCIPCiLE C ... PROP[JSEU 100' MhINiJ�'OLE -�- , \ EXISTING 8' HIGH FENCE ` I - �� 0W7ssul D FOR CONSIRUCTION PERMIT aEv_ ZSFStfiT�TOFT Fes ,v. ;.•r r•" fr rr� r"rrr�r:r ;�� .•i✓,,• ,r r''1 r r r.r r- r �,,�� � 4" � � --- -s. r 3700 S.E. 17TH AVENUE PORTLAND, 0 EGON 97202 ENGINEER A DESIGN E AP D DATE LI, MOHR _ {�, 3/25/96 DESIGNER SCALE H . D. MOHR AS SI(OWN I OF I PARF LNG PS I_ AFFEC TED l� /~ TITLE ENLARGED -ITE PLAN TRAFFIC I'S UNAFFECTED -f'� NO S11�NAGF I`-, FR[1PL1 ,F[I Cascade Blvd. 10195 AND ELEV_ATIO_NS BUP96-00191, BUP97-00320 PROJECT - 6or 10 PROGRESS DRAWING NO. I _ _ , PERSONAL CGMM SYSTEM 1 - 13 3 `� L ! 1 1 I I �I I �t l . _�� I �__ �� �� IiL-[_: i i. DR. BY — It+ pi (,f u111 v,. . ,)il�. M;1r "� 1'i�l{� j,� '�.f 1 : __ NOTICE- IF THE PRINT OR TYPE ON ANY �I L. I I r III III III IIIIIIIII 1 i I l III III I I III IIIIIII III III III I I I I I I III III III '1 111 1 11 IIIIIII 1 1 1111 IIIIIII`III III IIIIIII I I ! III 1 11 III III I I I � 111 IIIIIII IIIIIII I I I I i /,,�� � ��L� i1RAAGE IS NOT AS CLEAR AS THIS NOTICE, II i I 11 I I I I I I f 1 4 I I Jj l I I I ��I I I I f I -I I I I I L I / `'"� / L_-_._--�-------- ---�- -- _ - - _.� _---- -_- --��_----------� -----------"`.1. -- -�1 -- 9I 10 I 11 I 12 IT IS DUE TO THE QUALITY OF THE No 36 nWygtlWhi.vtB+�:v,a.. M..,,w.«...qpm.',,.4N�1GPlIW'1!#'te4L�-. �A. ORIGINAL. DOCUMENT $ 8T 18Z LZ ejZ I Z 6Z £Z �Z t�Z 0Z 8t ST Lt--9t-I Qt 6t-- �i I ZT tF"[1111JI 9GT1911 T�INim I1111111III1IIIIIIII�IIIII►,111 I 11111 I II I I I I I I I L�,�ll�ll,llll� II .i 11 I I I A 1llll