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10195 SW CASCADE AVENUE-1 I a _. __ .-- - ----- ------_ - ---- - _ - -- -- -- --- - - --T- NOTE: ONE EDGE OF ANTENNA MOUNT PLATFORM W TRUE NORTH) GENERAL NOTES TO BE ORIENTATED 15' OFF OF TRUE 1. CONTRACiCR 10 NOTIFY PROJECT MANAGER OF ANY DISCREPANCIES WITH THE NORTH. (AZIMUTH, 0' TRUE NORTH) PROPOSE) LAYOUT PRIOR TO PROCEEDING. ----- - PLATFORM RAILING/FRAME -- RUBBER DONUT 2. ALL PIPEF, BRACKETS, PLATES, CONNECTORS AND MISC. HARUWAFE TO BE ---FINISH GRAVEL; 4' MIN/6' MAX. OF 3/4' a 2'-0' 0.C. HOT-DIPPED GALVANIZED UNLESS OTHERWISE NOTLD. i MINUS COMPACTED, CRUSHED TOCK __ i T PORT TYP. (CAP - P-1000 UNISTRUT ANTENNA NUTLS UNUSED PORTS) ALPHA SECTOR (15') COAX CABLE (2) DIRECTIONAL PANEL. ANTENNAS - 1. ALL ANTENNA AND COAXIAL_ ANTENNA CABLE TO BE FURNISHED BY WPCS AND `- SEAL W/ COAX BOOT (D FUTURE PANEL ANTENNA -- INSTALLED BY CONTRACTOR, i 4' MIN./ 2-9%% Z5% THICKNESS GROUND KIT - �.` 2. COAX COLOR CODING; ANTENNAS TO BE NUMBERED IN A CLOCKWISE� � ANTENNA(S) ANTENNA DESIGNATION SLOPE _ SLOPE PER PLAN 1�- 0'0' r),� CAI.LOUT, TYPICAL MANNER FROM TRUE NORTH AND COLOR CODED AS FOLLOWS: 4 -6, ISA( EXISTING -- -- ` � ExI:�TfNG .._.------ �-• "•"""��---•-----•--•-• - l©AXI JUMPERS TYPICAL (SEE NOTES) 7 _ SECTOR ANTENNA DESIGNATION COLOR CODING GRADE `' _ _- GRADE --- --- - - --- ---- --- . T 1CAL /'mora �. \ ARO - RED, BLUE \\ �-•-� ALPHA SECTOR (15') ATO RED, WHITE - GRO Ca ARI -- !_ _ ARI - RED, GREEN //p/w ARO BETA SECTOR (135') BTO BLUE, WHITE TREAT SOIL WITH APPROVED BRO - BLUE, BLUE WEED STERILIZER PRIOR TO MONOPOLE - -- BT - BRI - BLUE, GREEN GAMMA SECTOR (255'1 r,IO YELLOW, WHITE- FINISH GRAVEL PLACEMEN' - --EXCAVATE MIN. NECESSARY TO YELLOW, BLUE - -- -- — _...— _____ __._ GR0 GRUB PROPOSED ROAD BED; I I GRI - YELLOW, GREEN REMOVE SOD, ROOTS, AND ALLGRI 3. CCAX SHALL BE TAGGED WITH COLOR CODING AT (2) PLACES USING 1' WIDE UNSUITABLE SOIL ANTENNA MOUNTING PLATFORM WEATHERPROOF COLORED VINYL TAPE, AT THE FOLLOWING LOCATIONS: --- USE APPROVED FILL, WHERE I ANTENNA MOUNT PLATFORM 01 AT ANTENNA CONNECTION REQUIRED TO GRADE ROAD AS AT TOP OF MONOPOLE; BRI 012 AT ENTRY TO EQUIPMENT CABINET 1 INDICATED, COMPACT SUGRADE - - DRILL & TAP HOLE I14 M0140POLE SEE MANUFACTURERS SHOP 4. RUN COAXIAL CABLE WITH MINIMUM 12' SLACK 12' FROM EDGE OF EQUIPMENT TO 90% FOR STAINLESS STl_. BOLT TO RAWINGS FOR ADDITIONAL CABINETS, ACROSS WAVE GUIDE BRIDGE, UP MONOPOLE AND "3 1.9UTE TO EACH WHICH DOUBLE-LUGGED GROUND INFORMATION ANTENNA DEVICE. FURNISH AND INSTALL MINIMUM OF (3) GRUGND KITS PER LEADS ARE ATTACHED COAXIAL CABLE PER ELECTRICAL DRAWINGS. VERIFY NUMBER OF ANTENNAS, CABLE, I - MONOPOLE / GTO , ��___ ---BETA SECTOR (135') AND CABLE DIAMETER WITH PROJECT MANAGER. BRO (2) DIRECTIONAL PANEL NOTE: ANTENNAS WHERE NECESSARY, DUE TO SOIL CONDITIONS, PROVIDE RUN JUMPER HORZ. ON MIDDLE —, NOTES; '1) FUTURE PANEL 6' HINIMUM 1-1/2 MINUS COMPACTED, CRUSHED ROCK I. DETAIL SHOWN FOR INFORMATION ONLY, ANTENNA BASE OVER COMPACTED SUBGRADE. VERIFY LAYOUT WITH MANUF, SHOP DRAWINGS --GAMMA SECTOR (255') N (2) DIRECTIONAL PANEL ANTENNAS I (U FUTURE PANEL ANTENNA GRAVEL PAVING DETAIL �1� ANTENNA MOUNT 7 10 1 I I I I I 10'-0' 6'-0' GATE ............................... ------------- - _.._... z I - ------ - -- - 3 STRANDS OF BARBED WIRE _ MOUNTED ON KNEE BRACE i- - ' r I I I -TRANSMITTER EQUIPMENT CABINETS; >- AS SPECIFIED -ziPROVIDED AND INSTALLED z - �_ _ - _ KNEE BRACE TO OUTSIDE ( � i ' BY OTHERS -6'- FENCE POST oI MOUNTING BASE: t as Ag TOP RAIL I I , i , i �, PROVIDED AND INSTALLED CraI m � I I BY OTHERS 16' COMPAC TED, CRUSHED ROCK I (TYPE A AND B) MIN MESH TO FINISH GRADE I I i \ ( ( �. / G' CONCRETE SLAB ON GRADE CL 4'OF 5/8' x 1/4' CLEAN cn .. ,.�u: t,�: ,.;,_ --- - --� -- --. i \ \ I ` / W/ 6x x W� xW CRUSHED ROCK WITH NO 'r _ " =-'. .. ' ; tf►�.:t��.: ;e:��;- M.► e� :�.' \ , 6 �.5 2.5 WELDED WIRE .. -- rn—r i—ri'i —m---m_ .�T.__ — _....._.. .........:. ......._...........................�: L................._...._..............J ....._................. ,.. - -I�TRUSS OPT =� - SEE LATE 1�1, T-�_ -�-III=T[[=IIl=T� I 4 CP,USHED ROCK GRADE SITE PER NOTES, BELOW; FINES WITHIN PROJECT AREA u�,a w , , , -rj , Tr I z J z , , ROD AS REQ'D I I DETAILS J , ,gym 1T- - - - - _ SLOPE TO DRAIN AWAY FROM CJ r— w J I I I I I 1 LINE OF EXISTING GRADE m o m , , BOT I. TENSION- I I I i STRETCH BAR �. a • 4 • • f w �n In I I WIRE , I �� I ;- . ° . • G REMOVE UNSUITABLE SOIL C),l w� I I CHAIN LINK FABRIC I , ,- CONCRETE FOOTING-TYP _ - l a ° - - FROM EXIST. GRADE WITHIN zIo CO`` _! _! m % % % % % % % •��i MINIMUM REBAR COVER: I PROJECT AREA 12 DIA. FOOTING 18 DIA. FOOTING Q GATE / �� m �; \ \ \//\�\�\�\�\�\�\��\\/.\�\�\�\��\ a /��,�\ A T FORMED SURFACES o LINE POST AND CORNER POST �� =-• \�j\�j��j\�j\�j\�j\ \����/\�/\ /�\/\�/\� 3 AT UNFORMED SURFACES f I •3 BAR AT 16' OC TYPICAL ff I SE SUITABLE MATERIA)_ FROMAT PERIMETER GENERAL NOTES I 11-01 FOUNDATION EXCAVATION TO 1. GATE POST AND CORNER POST: 2-7/8' O.D. PIPE, SCHED 80 ASTM-F1083 I �'_0. FILL AND GRADE SITE WITH - - (2) 4 BAR, CONTUN000S TOP CROWN AS 2-57,; COMPACT 2. LINE POST: 2-7/8' C.D. PIPE, SCHED 80 ASTM-F1083 TYP ALS AND BOTTOM AROUND 14'-la' 1 TO 90% 3. GATE FRAME: 1.90' 0.0., SCHED 80 ASTM-F1083 _ F_XISTING GRADE --- ------- - ......-• ------------------- -- 4 TOP AND BRACE RAIL: 1.66 O.D. PIPE, SCHED 80 ASTM-F1083 ------------ r--- -r- -- - -- ---- / - 5. FABRIC: 9 GA. CORE WIRE SIZE "' MESH FABRIC TO TOUCH GRAVEL BASE t , h 6. TIE WIRE: MINIMUM 11 GA. GAL VANI ZED STEEL \� 8' 7. BARBED WIRE: DOUBLE STRAND 12-1/2 O.D. TWISTED WIRE TO MATCH FABRIC WITH AND GATE POSTS; 12'0 I 0 CONC. FOOTING 1 CORNER AT LINE 14 GA., 4 PT. BARBS SPACED ON APPROXIMATELY 5' CENTERS� J POSTS, TYP.; SEE 8. GATE LATCH: 1-3/8 O.D. PLUNGER ROD WITH MUSHROOM TYPE L _ _ _ -- 8 CENTER CATCH FOR GENERAL NOTES SEE DETAIL 15 ' A-2 .. ...... _ __ _ __.._ _.._..__ __ _ -........................... FENCE DETAIL 2 STANDARD GATE AND PANEL SECTION 8 EQUIPMENT FOUNDATION SECTION 14 _--_.._.................._"-..............---- ----- ...........--------------......... ............ ..._--------__......... ---------------------................. ........•--............ -- 4' MIN./6' MAX. K------ - ............. I MIN. DO NOT 3x3xl/4 PLATE 4'-0' iU TOWL'n �" ...... i _ 1'-0' 4'-6' OC MAX _ 1'-0' _OVERLAP TOP OF 24CLEAR CAP; TYPICAL EACH POST ' -- i TU END EQUIPMENT CABINET � UNISTRUT 36' OC MAX WITH CABLE BRIDGE - 14 GA. GALV, GRIPSTRUT TRANSMITTER EQUIPhfENT; SPACED AS REQ. 2_4' WIDTH, I 2' PLANK 14 GA, PROVIDED AND INSTALLED FOR I INSTALLATION BY OTHERS r-*- -_ OF EQUIPMENT - - L l- L (3) TYPICAL 112' x 4' U BOLT !- ----- -"- - - - 1/2' ALLTHREAD -6' COMPACTED, CRUSHED ROCK — I (TYPE A AND B) m 1 i i MOUNTING BASE; -6' CONCRETE SLAB ON GRADE ------ELECTRICAL AND --- - --- - EDGE OF PROVIDED AND INSTALLED TELCO EQUIPMENT; RADIO ; I ' I SEE ELECTRICAL EQUIPMENT BY OTHERS - - - - - - - -•--- .---- --GRADE SITE PER NOTES BELOW; DRAWINGS FOR CABINET �___ LOPE TO DRAIN AWAY FROM u') ADDITIONAL INFO AND WASHER EACH SIDE/ EACH LEV. _ COAX SUPPORT: �0 UNISTRUT W/NUT - -........... Q......._._... _................x,.............,......... - -< -...._...._. - -- - S EL Q: 1 4 FOUNDATION, TYP ALL SIDES j USE ANDREW COAX HANGERS, TYPICAL -- ----------- e - --- --TS 3'x3'x1/4' / �/ _ POST WITH 1/4' i • u' SEAL PLATE \- \/j\j/\/j\'/ / \ i, - MINIMUM REBAR COVER: I / PROJECTCOAX RMANAGER'S INSTRUCMINATOR FRAME T IONS /��. �' /�\\�j/�\/�\/�\/�\/�\/�\/�\/�\/\\�`�j� \�\\\ � AT FORMED SURFACES WELDED [N TOP \� fi/�\/ \�\/\/\/\/\/\/� \/\ \ \� _TAT UNFORMEDSURFACES - CROWN TO - 1-5/8 UNISTRUT MOUNTED _ -- �, / �j EDGE OF _ TO POSTS, SPACE AS REQ'D —r \/\ . \\ i\\ � .�\� : DRAIN; TYP. / \�\\/ �\/\\ \��\\/\\�,\\�:�\�;�\ \/, 3 BAR AT 16 LIC TYPICAL_ - -- - - ._. __ _----.__-....__......_._- _ TOWER' w ;� FOR MOUNTING GROUND BAR; AT PERIMETER r' SEE ELECT DWGS FOR ADDITIONAL - ? ; 1 % INFO 2 7/8'0 GALV. _ 1 0 - (2) "4 BAR, CONTUNUOUS TOP 0 ISSUED FOR CONSTRUCTION PERMIT SCHED 40 POST; (1) TYP ALL AND BOTTOM v - - --- App 1 EACH SIDE OF GRIPSTRUT AROUND 12' 0' - - J - � J _ 91 F-3' NOTE; ll V L'�J -12'0 36' DEEP 6'x6'xl/4'PLATE CONCRETE FOOTING; j WELDED TO PIPE L FOOTING TO EXTEND A MIN 12' INTO UNDISTURBED SOIL; VERIFY SITE CONDITIONS 3700 S.E. 17TH AVENUE TYPICAL BOLTED TO FOUNDATION W/ 1/2' X 4' EXPANSION BOLTS r - CROWN 10 DRAIN; TYPICAL 2. FINISH SITE WITH 4' OF 5/8' x1/4' CLEAN CRUSHED ROCK WITH NO FINES, OVER PORTLAND EGON 072202 SIDE ELEVATION FRONT ELEVATION --- / APPROVED WEED BARRIER, SEE Dl:iATL 1, THIS SHEET FOR ADDITIONAL.. INFO. - — • ' SLOPE TO ALL EDGES OF SITE AT 2,5%, DESIGN ENGINEER VED DATE ._............... _ . D. MOHR _ 3/11/96 NOTE: 3. EXTEND FOUNDATION TO FROSTLINE; MINIMUM 2'-0' BELOW FINISHED GRADE. VERIFY WITH LOCAL CONDITIONS. DESIGNER - - `AL V SHEET NO. T-0' MINIMUM CLEARANCE REQUIRED BETWEEN INSTALLED - 12'0 x 36' DEEP CONCRETE D. MOHR _ _ I'=1' _ _ I OF I ELECTRICAL EQUIPMENT AND ANY OBSTRUCTION. FOOTING: TYPICAL 4, VERIFY FOUNDATION DESIGN WITH OWNER-PROVIDED DETAILS. TITLE CONSTRUCTION DETAILS - - y • I Cascade Blvd 10195 BUP96-0019T,BUP97-0032o SIDE ELEVATION FRONT ELEVATION of 10PROJECT O — — DRAWING 1\10. � PROGRESS ELECT / TELCO SPRT BOARD 3 CABLE BRIDGE SECTION BY OTHERS 9 EQUIPMENT FOUNDATION SECTION 15 DERSONAL °OMIN SYSTEIN -- R. BY u H NAT ION 5;. .,.4�.:,,vm.•wwcnn6kt4'W;fiA4;, "i � :d . ..b _ � - � •w­ wM ._. NOTICE: IF THE PRINT OR TYPE ON ANY r� rlllrllllllll 1111111 VIII t I� IIIII I � III I I�II1�1 1�I(I�I I�il)IT IIIII�I 1111111 IIIII�I IIIII�I t� lltLl I� IIIII I�I(III III I � If VIII 11111111 I �I` III III i � i IIIIIIIIIII III IIIII � I ��� ,�� 200y IMAGE IS NOT AS CLEAR AS THIS NOTICE, J 10 IT IS DUE TO THE QUALITY OF THE Nose -_M-- ORIGINAL DOCUMENT �OIE 8iZ 8jZ L�Z 9�Z 9�Z 1 61Z I ElZ ZIZ i1Z UIZ I t 8 i I L�i 911 9 i 16 T -t t i t I i 8 -- 8- L 9 9 F Z li�ur, ��i►,II���� ���, ►����� ���►��►�� ����I���� ����i����lii�il iiiliiiili�iiiil���� �� ����I�����������it� IIIIJIi��iiii ilii iiiilIIiiiliiii�«<l�l,l�i�ii 1111 lll►llllllllllll�ll �►��14��1 1 1 t --— --------------------- - - I CU COPPER O.H. OVERHEAD — --- -- TYP. TYPICAL O.C. ON CENTER120/240 Volts 1 - `'PANEL A 100 Amps 3 Wire �---�1 --- - -- ---- -- I C.O. CONDUIT ONLY G.A. GAUGE ___-~` r cQ D I Surface � Flush ❑ Type AIC 10,000 a DISCONNECT SWITCH O.D. OUTSIDE DIAMETER _ _ NQOD Description Volts Ckt 100A2P Ckt Volts D GROUND ROD MIN. MINIMUM Amos TRAescription TRANSMITTER *1 900 220_ 2 10 360 _ TRANSMITTER #2 METER BASE CONI. CONTINUATION -- _ - _ 4 5 TRANSMITTER #1 __ 7200 — TRANSMITTER_ _ 2NOTE; ONE EDGE OF TOWER PLATFORM 15 \ r G SPARE �@ . _ fi SPACE_ TO RE ORIENTATED 15'TO TRUE NORTH. v`� (1) JUNCTION BOX EXIST. EXISTING _ - RECEPTACLE -__ B) SPECIAL RECEPTACLE, WP WEATHERPROOF - - - - - _ AS NOTED SPARE _ 3 �4 _ PROPOSED t6' --I °-] SURGE ARRESTOR _ I C.L.GATE ��— SWITCH SPARE 0 7 _ PROPOSED ELECTRICAL A —PROPOSED TELCO EQUIPMENT ��- FUSE PUD PUBLIC UTILITY DISTRICT CONNECTED KVA DEMAND % DEMAND K.VA SUPPORT BOARD 11,536 0.95 11,000 PROPOSED 4' NOTES: — --- - C.L. GATE 1. INSTALLATION OF SECONDARY POWER AND CONNECTION TO METER -- - -- -- -- ti SHALL BE COMPLETED IN COMPLIANCE WITH NATIONAL. ELECTRIC 2 L , N A 70, AND THE STATE OF OREGON LAWS, RULES a=i AND REGULATIONS FOR INSTALLING ELECTRIC WIRES & EQUIPMENT. NOTE: PANEL SCHEDULE FOR INFORMATION ONLY, ALL LATEST ISSUE, AND WITH SPECIFICATIONS PER A.S.T,M. B 231, VERIFY REQUIREMENTS WITH PROJECT MANAGER. B 400, 1.C.E.A. S651-401, I.C.E.A. P81-570, & LOCAL PUD. PROVIDE A METER BASE PER LOCAL_ UTILITY STANDARDS 3 (3)PROPOSED PANEL ANTENNAS�- i A-1 EACH SIDE OF ANTENNA PLATFORM A I MOUNT ON ELECTRICAL PANEL SUPPORT FRAME (q)ANTENNAS TOTAL i. UNDERGROUND CONDUIT SHALL BE RIGID POLYVINYL CHLORIDE CONDUIT: SCHEDULE 40, TYPE 1, CONFORMING TO UL ARTICLE PANEL SCHEDULE 1 PROPOSED 100' MONOPOLE 651: WESTERN PLASTICS OR GARCON MANUFACTURER, COUPLINGS '- -- -- ' SHALL BE SLIP-ON, SOLVENT SEALED T PIPE: SOLVENT, WESTERN PROPOSED ANTENNA PLATFORM AT TOP I TYPE COMPATIBLE WITH PVC DUCT. ALL BENDS SHALL BE of MONOPOLE 'WIDE SWEEP' TYPE WITH A 24' MINIMUM RADIUS. ALL CONDUIT 2'C - 3 03/0 c0 F UNDER ROAD. SHALL BE RGS, (OR PVC ENCASED IN 8'x18' + '. 04 (GND) in RED CONCRETE DUCTBANK). NEW ME-PER AND — 100 AMP, 3 POLE �•, s SERVICE DISCONNECT �— DOUBLE THROW PROPOSED CO-LOCATE4. CONDUIT USED INDOORS SHALL BE C.M.T., AND RIGID GALVANIZED (SEE NOTE 2) 3-POSITION �, « /, AREA m t STEEL FOR OUTDOORS. COUPLINGS SHALL BE RIGID STEEL ANC' MANUAL TRANSFER ) COMPRESSION TYPE FOR E.M.T. SET SCREW FITTINGS ARE NOT SWITCH PERMITTED. FOR ALL STUBS-UPS, USE RIGID GALVANIZED STEEL _ CONDUIT. -I LUG OFF BOX I v % PROPOSED SECTORIZED ANTENNAS I — SECTOR 'A = t5' 5. WIRE AND CABLE SHALL BE OF THE TYPE AND SIZE AS REQUIRED _ J / SECTOR 'B' = 15* BY NEC. THERE WILL BE NO SPLICES ALLOWED. PROVIDE HDPE SECTOR 'C' 255' M N E t0' _ 1-0• t PULLING HAND HOLES AS NEEDED. -2'C - 3 "3/0 �_ _PROPOSED CONCRETE 6. CONTRACTOR SHALL PROVIDE TEST OF THE GROUNDING SYSTEM + 1 "4 (GND) TOWER FOUNDATION (AZIMUTH,0'TRUE NORTH) BY CERTIFIED TESTING AGENT. PROVIDE INDEPENDENT TEST :t � RESULTS TO THE PROJECT MANAGER FOR REVIEW. GROUNDING SYSTEM _ a' c' 14•-0• a'-0^ 22'-6' 9 RESISTANCE TO GROUND SHALL NOT EXCEED 5 OHMS. ALL ABOVE PANEL 'A' SURGE 1 GRADE INTERIOR GROUNDING CONNECTORS SHALL BE DOU3LE-LUG 120/24OV, ARRESTOR COMPRESSION TYPE. ALL BELOW GRADE AND EXPOSED EXTERIOR 12' x 36' x 6' 100A, 3W GROUNDING CONNECTIONS TO PERMANENT EQUIPMENT AND FIXED PULLBOX WITH --- BUILDING ELEMENTS SHALL BE CADWELD TYPE. CARE SHALL BE LANDING, LUGS TAKEN TO REVIEW CONNECTION LOCATIONS AND MATERIAL TYPES PER UTILITY SPEC'S \ TO AVOID POSSIBLE GALVANIC CORROSION. ALL EXPOSED GROUNDING CONNECTIONS TO BE COATED WITH ANTI-CORROSIVE AGENT SUCH AS 45'-0' 'NO-OXY', 'NOAOLX' OR 'PENETROX', VERIFY PRODUCT WITH 3' RGS. SCHED 40 L PROJECT MANAGER. ALL BOLTS, WASHERS AND NUTS USED ON CONDUIT (CABLE GRCUNDING CONNECT,ONS SHALL BE STAINLESS STEEL. FURNISHED AND --FENCE. T i)�uPusED GH 6•6' HIGH YPICAL ALL INSTALLED BY UTILITY _IDES 7. ALL GROUND BARS SHAL'_ BE COATED WITH ANTI-CORROSIVE AGENT SUCH AS LPS-3 OR AS PER NOTE 6 ABOVE. PROPOSED WAVEGUIDE BRIDGE J 8. ALL JUNCTION AND OUTLET BOXES TO BE LABELED WITH KROY TAPE, � �4) PROPOSED (3a'�3o',s2°) OR EQUAL, DESIGNATING ALL CIRCUIT NUMBERS CONTAINED IN EACH BOX. SERVICE GROUND — EQUIPMENT MOUNTED To 12 -0' 14 -0" `l. CONTRACTOR SHALL COORDINATE WITH SITE I CINCRETE NAD - TE SURVEY TO LOCATE NOTE PARKING IS UNAFFECTED EXISTING UNDERGROUND UTILITIES. WHEREVER POTENTIAL CONFLICTS/ TRAFFIC IS UNAFFECTED NO SIGNAGE IS PROPOSED E(ISTING UBSTATICN INTERFERENCES EXIST, HAND EXCAVATE TO AVOID Df^.MAGE. CONTACT 1. DETAIL IS FOR INFORMATION ONLY; REVIEW AND MODIFY FOR SITE SPECIFIC CONDITIONS NO GRADING, 1S PROPOSED FENCE ALL UTILITIES TO LOCATE UNDERGROUND PIPING IN PUBLIC ROW. EE �,1TE PLAN SHEET T-1 2. SERVICE CONSISTS OF 120/24OV, SINGLE PHASE, 100 AMP ; 3. METER SECTION TO CONFORM TO UTILITY COMPANY SERVICE REQUiREMENTS. ALL PROTECTIVE j DEVICES SHALL HAVE AN INTERRUPTING RATING EQUAL TO OR GREATER THAN THE AVAILABLE SHORT CIRCUIT CURRENT. 4. THELECOTRICALECODECTRICAL SYSTEM SHALL BE GROUNDED IN ACCOP�DANCE WITH THE NATIONAL CALL BEFORE YOU DIG11 LOCAL DIG # 1-503-246-6699 I GENERAL NOTES ONE LINE DIAGRAM 2 SITE PLAN ' NEW METER AND —MANUAL TRANSFER 24'• _ FINISH GRADESEF SITE PLAN THIS SHEET FOR OVERALL LAYOUT OF DISCONNECT; COORDINATE SWITCH INSTALLATION WITH LOCAL _ -rrr- OVERHEAD ELECTRIC AND TELEPHONE SERVICE. \\ UTILITY COMPANY LUG BOX -III � I NOTE:ALL UNDERGROUND CONDUIT BENDS PULL BOX — —SURGE ARRESTORWARNING TAPE OHP OHP- OHP- 'OHP TO HAVE MIN 24'BEND RADIUS u (AS REQUIRED) � — I r :II iii_ CONTRACTOR SHALL PROVIDE SEALANT AROUND --- � _ �I I II� UNEXLA'JATEO WATERPROOF c ;-' EARTH CONDUCTORS AND BUSHING AT END OF CONDUIT UTILITY SUFPU ,i FRAME SEE —_ CONVENIENCE con t AS REQUIRED AND PER LOCAL UTILITY 0 w I � � -_ rI I= __._� OUTLET 3 0 RGS CONDUIT,EXTEND MIN. 10'-0' ABOVE ARCHITECTURAL DWGS FOR ADDITIONAL INFO a--_ _ w I l I" t— COMPACTED FILL - 80% CL FIN.GRADE;VERIFY CONDUIT SIZE, HEIGHT AND _ ELECTRIC SERVICE METER ENCLOSURE;SUPPLIED (-- ELECTRICAL PANEL; i ATTACHMENT TO POLE WITH LOCAL 11TILli'; REQUIREMENTS i � �- -II •{`--ti`— ELECTRICAL CONDUIT(S); AND INSTALLED BY CONTRACTOR PER LOCAL SEE PANEL SCHED " o VERIFY CONDUCTOR PLACEMENT REQUIREMEN).- - UTILITY CO.REQUIRFMENIS I THIS SHEET FOR J _ I iI 1 I= 3'0 MIN, SCHEDULE 40, "' E`' -II I—� OR AS SHOWN ON PLAN IN CONDUIT STUB-UP WITH LOCAL UTILITY ADDITIONAL INFO t G a CENTERSUPPORTPIPE FOR COAX CABLE STUBS BETWEEN POSTS BRIDGE I - I �I�I_ I .I TELEPHONE CONDUIT; ' --EDGE I. TO MIN, SCHEDULE 40, UTILITY POLE;NEW OR EXISTING AS INDICATED ON --- OF EQUIPMENT CABINETSr POWER AND TELCO —TELCO PANEL; PLAN AND AS REQUIRED BY LOCAL UTILITY COMPANY 3-"3/0, 2 1/2'0 RGS CONDUIT STUB-UP; CONNECTIONS DONE BY OTHERS COORDINATE OR AS SHOWN ON PLAN INSTALLATION WITH( I —I FOR 2EA. 25 PAIR CABLE) SUPPLIED AND INSTALLED BY CONTRACTOR III= CONTRACTOR SHALL PROVIDE WEATHER TIGHT --� --STUB ELECTRICAL AND TEr.CO CONDUIT 6'ABOVE l LOCAL UTILITY 2 C PVC CONDUIT SCHED 40 STUB-UP; CONCRETE PAD, VERTICAL 4ND PLUMB. CABLE - --+�}{� COMPACTED SAND — --- --- CAF FOR 2' DIA. PVC STUB IJP \ SUPPLIED AND INSTALLED BY CONTRACTOR COILED AT STUB BY CONTh4CTOR;SEE I - ARf,HIfECTIJRAL DWGS FOR LI,CATION --ELECT/TELCO EQUIP! Ih=rn=-rrr=rn—rrr=Cir- Tri=�= I SUPPORT FRAME; ,SUED rOR CONSTRUCTI ON PFRMI T SEE ARCHITECTURAL DRAWINGS FOR _ 12' MIN _ FINISH GRADE._ j - Ul w� .............._..........--._..__....__.... __ _.. -. .--- - ADDITIONAL INFO CLEAR 3"0 RGS CONDUIT,AND 90' BEND, TYP; SUPPLIED AND INSTALLED BY ELEC TRICf4t. CONTRACTOR — - -- - _- -- 2-1/210 RGS CONDUI 190' BEND, TYP; 7 S.L. 17TH AVENUE SUPPLIED AND INSTALLED BY ELECTRICAL CONTRACTOR 3'0 RGS CONDUIT, 90' BEND, TYP;SUPPI_[EU ----' - --- — - -- 2'0 RG` CONDUIT 90' BEND, TYP;5UPPLIED �_. ..._____....._ — - - NOTES PORTLAND.PORTLAND, uREGON 97202 :1 AND INSTALLED BY CONTRACTOR AND INSTALLED BY CONTRACTOR DESIGN ENGINEER VED DATE —r NEW UNDERGROUND ELECTRIC SERVICE MIN. 3'0 RGS —' SEW UNDERGROUND TELEPHONE SERVICE MIN.2"0 FVC CONDUIT 1. EXCAVATE TO REQUIRED DEPTH D. MIGN _ 3!11/96 CONDUIT - LOCATE PER TRENCH DETAIL. PROVIDE CONDUCTORS �_—___ ___— FRONT_ ELEVATION ' DESIGNER SCALE SHEET N0. SEE UTILITY TRENCH DEl-AIL ---- SCHED 40 - LOCATE PER TRENCH DETAIL.PROVIDE FULL LENGTH PULL _ � �. VERIFY ALL TRENCHING RF.QU[REMEN(S PER ) OR FULL LENGTH PULL ROPE IN CONDUIT AS REQUIRED 6, THIS SHEET ROPE IN CONDUIT.VERIFY WITH LOCAL TELEPHONE CO.REQUIREMENTS LOCAL UTILITIES. LOCAL UTILITY CO.(SUPPLIED ANC INSTALLED BY CONTRACTOR) (SUPPLIED AND INSTALLED BY CONTRACTOR). NO FE: D. MOHR I -I' I of I 1. DETAIL IS FOR INFORMATION ONLY; REVIE,v AND MODIFY FOR SITE-SPECIFIC CONDITIONS(, 1. CALL BEFORE YOU DI011 LOCAL DIG #_,246-6699 TITLE ELECTRICAL NOTES. CONTACT PROJECT ENGINEER FOR LOCATE: COORDINATION SERVICE PLAN 2. SEE ALSO, UNE-LINE IJiAGRAM ABOVE PROJECT _ PROGRESS DRAWING NO. _..._...__.. _.....__ _....._.........._......................................__ _.... -- __.-._..._._...._ ......................................_._ _._..__ __ __. ._.....__-•-.._..._.._..-.._..__............ _..__....._.........._ _._ .. _ . .. _..---..-_-••-•_-._._......._ __..... __.._... ..__.._ - _._._.__.........._. . ___.._.... _. _ . _ _ ._.... ._ _._ . ...._....---•--•......._......-•-••_...._.........._..._.._..__.._.._.•----•------••--..........._......-.........._._..... .....------ -_.__ _ _.__..... -•--- --••-- -------_----......----------_.-_-.-_._-.....-..--------------- _ POWER RISER DIAGRAM 1 r PERSONAL COMM SYSTEM I 3 El_E _. T / TELCO SUPPORT BO ARD J TRENCH DETAIL_ 6 DR. BY G.H.UNATION Cascade Blvd. 10195 BUP96-00191, BLJP97-00320 4 8 o 10 l -- - -- - - - - i � .•. ... ,.....,.. .:..... ... .. ... .... .............•,..,.,»..:...,- +,.aamrt�.. CrtaU4idWyim.9tutv,�kwx,w.aeuu,n,,.,Nru,ne.,.,lrte.dert,6�w.•, +tcree�;uams,e,+bs..uo,m.,r..>.anawpn•wnc+nwe4arinNtM�MAtlintie,:e ..,.r, .^'.:�_.. S7"-. .S .,.;,.stlYir6;1;L,.. Fpa7?WAmL.R+korYl.iu-...:nhh!',. .ta."d4tUlsr r,.a,:.+_.:• ..r.•d..eata.stwwa�3�t%9. ..�IasJYllpl� .. -. , ,, . _—._—_J --_ NOTICE: IF THE PRINT OR TYPE ON ANY ( I I I I I I III III III III III ! III III III I I I I I I ! I I III (I I I I I I III III I I III III III !I I III III ill I I III III I�I I I I I I I I III III I I III III ( I I I I I I III I I I' I I l l l l l III III VIII I �))� �,� Qy IMAGE IS NOT AS CLFAR AS THIS NOTICE, - - I -- -11 . -I -I— "1- _ I--I_ L I --I---� I --I- I-61 / IT IS DUE TO THE QUALITY OF THE 1 L "°.3e ORIGINAL DOCUMENT E G IIIIII•( ►(If � � �� � � M ► IrIIIII�II►Iiz►III ►IO►1z(III (IeII TI►II�IIII11IIII�IIG►I�6II�IIiI� ►IIIlIfi IIII14IIiI ITI►IMIE►III11IzI�IIiI►II�►IIiI TIlILI1ll01I�liILli��lll IIII�Illlrlllll I illi u11r119111llI Ill1�911 Jt11IIIIIblIIIIii�IIIlls1111ll�llWz 111I 11��t��I,�b�:1d:� 2 41K GROUNDING GENERAL NOTES -- - - 1) GROUNDING LAYOUT MAY VARY DUE TO SITE SPECIFIC CONDITIONS. BRAIDED STRAP; CONNECT TO 2) THE BUILDING GROUND T v - / CONNECTION ENNE POSTS W/ CADWELD LOCATION SHALL BE APPROVED B THE PROJECT MGR. z 0 EC ION NOTIFY PROJECT il,^NAGER OF ANY DIFFICULTIES INSTALLING THE GROUNDING SYSTEM nUE TO SITE OR SOIL CONDITIONS. �• } ( �--- FENCE POST I 3► GROUND TEST: CONTRACTOR SHALL PROVIDE TEST OF THE GROUNDING SYSTEM BY -- ---- + A CERTIFIED TESTING AGENT, PROVIDE INDEPENDENT TEST RESULTS TO THE ( - PROJECT MANAGER FOR REVIEW. GROUNDING SYSTEM RESISTANCE TO EARTH POST PLAN 2�1 0" - � GROUND SHALL NOT EXCEED 5 OHMS, IF THE GROUND TEST EXCEEDS THE MAXIMUM OF 5 OHMS, CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE -.�- I ADDITIONAL GROUND CONKECTIONS AS REQUIRED. 4) ALL GROUND WIRE SHALL BE TIN COATED AND GREEN INSULATED WIRE, UNLESS REMOVE FENCE OTHEKWISE NOTED. PROV.DE GROUND CONDUCTORS TO GROUND RODS AS INDICATED ON GROUNDING PLANS. GROUND RODS SHALL BE 5,18' x 8'-0' COPPER CLAD STEEL RODS AT 8'-O' SPACING. PROVIDE TEST LEAD/WELLS AS INDICATED. 5) CONNECTIONS: ALL ABOVE-GRADE INTERIOR GROUNDING CONNECTORS SHALL. BE \ FENCE POST DOUBLE-LUG COMPRESSION TYPE. ALL BELOW-GRADE AND EXPOSED EXTERIOR GATE GROUNDING CONNECTIONS TO PERMANENT EQUIPMENT AND FIXED BUILDING ELEMENTS SHALL BE CADWELD TYPE EXCEPT AS OTHERWISE INDICATED. CONNECT CABINET DOOR FRAME TO GROUND USING STAINLESS STEEL SELF-TAPPING SCREWS WITH DOUBLE-LUC COMPRESSION CONNECTORS. VERIFY CONNECTION LOCATIONS AND MATERIAL TYPES TO AVOID POSSIBLE GALVANIC CORROSION, 6) ALL EXPOSED GROUNDING CONNECTIONS TO BE COATED WITH ANTI-CORROSIVE AGENT SUCH AS 'NO-OXY'. 'NOAL.OX' OR 'PENETROX'. VERIFY PRODUCT WITH CADWELD CONNECTION PROJECT MANAGER. CONNECTION 7) ALL BOLTS, WASHERS AND NUTS USED ON GROUNDING CONNECTIONS SHALL BE � -RELOCATE GATE STAINLESS STEEL. --------- FINISH GRADE ,. 8) RACEWAYS: ALL EXPOSED GROUNDING CONDUCTORS SHALL BE ROUTED IN PVC RACEWAY. PVC RACEWAY MAY BE FLEXIBLE OR RIGID. GROUND CONDUCTORS / BRAIDED STRAP SHALL NOT MAKE CONTACT WITH ANY METALLIC CONDUITS, SURFACES OR EQUIP. $2 AWG TINNED SOLID BARE COPPER WIRE 9) GROUND ANTENNA BASES, FRAMES,CABLE RACKS, AND THE OTHER METALLIC --"- ' -- COMPONENTS WITH 46 GROUND WIRES AND CONNECT TO INSULATED, SURFACE CONNECT TO GROUND ROD OR RING''---�• •;+ MOUNTED GROUND BARS. CONNECTION DETAILS SHALL FOLLOW ANTENNA AND PER GROUNDING PLAN AND RADIO MFR.S SPECIFICATIONS FOR GROUNDING. - '2 AWG TINNED SOLID BARE COPPER WIRE REF: CURRENT ANDREW'S GROUNDING SPECIFICATIONS, SEE PROJECT MANAGER EXTEND TO OPPOSITE FENCE POST FOR BURIED GATE JUMPER EXISTING 8' GATE 1 ) GROUND COAXIAL SHIELD AT BOTH ENDS USING MANUFACTURERS GUIDELINES. 11) GROUND CONDUCTOR CONSTRAINTS: FENCE GROUNDING DETAIL 1 ! SWING GATE DETAIL 3 - MAINTAIN rt MINIMUM NUMBER 0� BENDS ON ALL LEADS - MAXIMUM BEND TO BE 90' - MINIMJM BEND RADIUS: - MISC.GROUND CONNECTIONS; F- NEW 6' GATE ; . 02 AWG OR 96 AWG STRANDEr, JUMPER W/ SHORT "2 OR SMALLER 8 INCHES BARREL_ COMPRESSION LUGS (T&B 054205 OR 5407), 04/0 12 INCHES CADWELD TO GROUND BAR BY OVER 4/0 24 INCHES BY GENERAL CONTRACTOR 4, _ NEW COAXIAL GROUND KITS W/ LONG BARREL -� COMPRESSION LUGS CADWELD TO GROUND BAR GROUNDING NOTES & INSTALL BY ANTENNA CONTRACTOR ^i^ --NEW 4'x 20'x 1/4' thk COPPER GROUND - PROPOSED ELECTRICAL & TELCO EQUIPMENT GROUND TEST WELL (8'0 BAR SUPPLY\, SUPPORT BOARD AND INSTALL BY GENERAL CONTRACTOR x 18" LONG CONC. PIPE PLUG) I II ,OR CALLED "KRISTI" BOX ,-, TOP OF GRADE TF ?REMANUFACTURED IG USED) N o 000 00000000c• oo0 O 0 0 0 0 o 0 o 0 0 0 0 o a 000 -- - -__-_-�� --- -- —OMNI ANTENNA _jw #2 BARE TINNED COPPER ? c� �/\ TEST LEAD (.30" - 36') CD N LL_ /� �' —COAX -JUMPER AWG TNND SOLID COPPER / CADWELD I o CADWELD CONDUCTOR CADWELD TO GROUND �--� — CONNECTIONS TYPE PC BAR & CADWELD CONNECTION t TO EXTERIOR GROUND SYSTEM COAX GROUND KIT; ATTACH TO COAX JUST BEFORE BEND; CONNECT LEAD -- —� NOTES: TO GROUND BAR - 5/8' DIA. x 8' LONG MIN. AT 1. ALL HARDWARE TO BE STAINLESS STEEL. 8'-0' OC CLAD GROUND ROD COAT ALL SURFACES WITH VOPR-SHIELD OR w f' OR EQUAL BEFORE MATEING CADWELD CONNECTION - — r l3/4" xl�' LONG ACCEPTABLE) 2• FOR GROUND BOND TO STEEL ONLY: INSERT A �-GROUND BAR; BOLT TO TOWER WITH INSULATED I , TOOTH WASHER BETWEEN LUG AND STEEL,COAT STAND-OFFS . CONNECT TO W GROUND CONDUCTOR TOWER WEB OR r "250 MCM STRANDED BARE COPPER WIRE ALL SURFACES WITH KOPR-SHIELD. MONOPOLE FLANGE WITH DOUBLE LUG � 3.ALL HOLES ARE COUNTERSUNK 1/16'. _ GROUND TEST WELL DETAIL 6 EXTERIOR GROUND BAR ANTENNA GROUNDING DIAGRAM I 13 M 4 COAXIAL CABLE; INSTALLED BY CONTRACTOP CONNECT COAX GROUND KITS TO COAX JUST ABOVE BEND, --� — •2 AWG TNND SOLID BARE COFPER WIRE JUMPER CONNECT TO GROUND BAR (CADWELD CONNECTION)AT EACH PIPE SUPPORT 4'x2O'x1/4' thk INSUL COAX GROUND BAR (SEE DTL 013. THIS SHEET) — _ OF CABLE BRIDGE,MINI BY CONTRACTOR CONNECT W/ 250 MCM STRANDED COPPER WIkE TO ROD DIRECTLY BELOW GROUND BAR PER PLAN --_ _ CABLE BRIDGE; SUPPLIED, INSTALLED AND CONNECTIONS BY CUNTRACTC3 —LINE OF EQUIPMENT CABINETS;ALL CONNECTIONS TO EQUIP4ENT \ I ; — TO BE DONE BY OTHERS EXISTING 8' HIGH F= UTURE EXPANSION AREA FENCE CONNECT COAX GROUND KITS f0 COAX JUST BEFORE JUMPER ELECTRIC SERVICE GROUND CONDUCTOR 1 CONNE.TION AT EQUIPMENT,CONNECT TO GROUND BAR IN 3/4'0 PVC: SUPFLIED AND INSTALLED BY \ , 4'x20'/1/4' thk INSUL COAX GROUND BAR (SEE DTL 013, THIS SHEET) CONTRACTOR CONNECT W/ 02AWG SOLID COPPER WIRE TO ROD DIRECTLY BELOW GROUND gee, BAR PER PLAN GROUND UTILITY SUPPO'qT BOARD TO ---- GROUND RINf, 'e/ 250 MCM 1� CADWELD CONNECTION TO EACH BRIDGE PO5T;BY GENERAL CONTRACTOR (TYPICAL) STRANDED COPPER WIRE \ � t —STUB 1/2'0 PVC CONDUIT 6'ABOVE CONCRETE PAD,VERTICAL 77- AND PLUMB AND EXTEND PIPE 12'BELOW GRADE. PROVIDE CONDUIT SERVICE GROUND PER LOCAL UTILITY CO. / t"(�i) W/ (1)'C'CLAMP FOR GROUND WIRE FEED THRU. VERIFY WITH EQUIPMENT ---- GROUND ALL FENCE CORNER POSTS TO GROUND - -� - SUPPLIER NUMBER OF GROUND CONNECHONS/CONDUITS TO PROVIDE. ' 0 );SUED FOR CONSTRUCTION PERMIT RING IF WITHIN 10'OF WIRE OR 1NDEPENDANT GROUND �� _ _. _ —-- —— ROD WHEN FURTHER THAN 10'. FINISH GRADE I — - m 3700 S.E. 17TH AVENUE PORTLA , OREGON 97202 DESIGN ENGINEER PROVED DATE _ _ l LINE OF EQUIPMENT CABINETS PAD FOUNDATION; SEE ARCH DWGS FOR ADDITIONAL INFO D. MOHR 3/11/96 GROUND TO MONOPOLE (3)LOCATIONS - J -- --"250 MCM STRANDED COPPER WIRE PERIMETER GROUND RING WIRE; DESIGNER SCALE SHEET NO. 6'MIN.ABOVF GRADE I MINIMUM 24'BELOW GRADE x 0. MOHR --- 1'=I' I QF I ____ CADWELD CONNECTION;BY GENERAL CONTRACTOR (TYPICAL) TITLE GROUNDING PLAN NOTE: SEE GENERAL GROUNDING NOTES FOR ADDITIONAL INFO, -LINE OF CABLE BRIDGE AND TOWER FOUNDATIONS; SEE ARCH DWGS FOR ADDITIONAL INFO Cascade Blvd 10195 BUP96-OC191. BUP97-00320 GROUNDING DETAILS 9 or 10 PROJECT PROGRESS DRAWING NO. �- - - __ OUNDING DIAGRAM -_- -- _ _.._---- ---- _--__----------- PER, SONAL COMM SYSTEM BY SITE GROUNDING PLAN SCALE - 1 I _ I ' El - 133q �F G.H. NATION -- - -- o I NOTICE- IF THE PRINT OR TYPE ON ANY III � I 1 III III III III III I I III III III I I III III III IIT 111 III III I I III III III Ili III III III I I III III III III III III III I I III III III III III III I I]I I I I !I! 111 I I l l! I , 5/� � x�oJ y IMAGE IS NOT AS CLEAR AS THIS NOTICE, I __.-_I -._il__ ___ I .___��_ -- I _- •3� -- I - -4�__ I--� I- -6 I �! IT IS DUE TUT --I- ---------�- --------�-- ---� HE QUALITY OF THE No,36 IIIIIEIIII�II8IIIIIIIII8II�I7I,III�IilL��llZllI�llI l9ll�!ZII►I�I I►I�Z�Illi�lll1l'lZ►�I III� £I►'lIiI►I�I Il�llZlll+llllIlllZl11�l101►1 ZIIIiI II8►S1IiI 1 �III�B�II Tit III I ILII tII I IIII9II�TI I IIIIIII�II-III-II.-II]]IT-IIII�I� 19� -I 1121 1t!-I!aIi�l-N- IORIGINAL. DOCUMENT l9 .� �.. . .�_-__._.- - ._.__-.. .__—��._�__.-__ --•--.--- -- - - - - - - ._._..—__ _----- - _ _ - ----- .._ - - - --•--------- ------------------- -.... ._ _- .. .. _ - - - ------- --------- ----------------- I ANCHOR BOLT TEMPLATES REINFORCING BAR SCHEDULE 5'-0' PIER DIA. No.OF No. IN',IUE OUTSIDE No. TOTAL WEILNT TOTAL I TYPE HOLES REQ'0 DIAMETER DIAMETER THICKNESS PIECE REQ'D SIZE LENGTH LENGTH b/�T WEIGHT 39.32' DIA. — - TOP 8 1 37.79• 50.29' V2' A 20 10 2�-6' 510'-0' 4.303 2195 Now ANCHOR BOLT ` 42.82'DIA. BOT B 1 37.79' 47.79' 1,2' CIRC. 2 TIE AT TOP 2' SP. 0 Be 37 5 15'-5 570-55' 1.1043 595 1' CHAMFER o 45% TYP. I ' I CONCRETE VOLUME = 19.0 CU.YDS. 3' CLR ) I TOTAL REINFORCEMENT DOLT CAGE ASSEMBLY WT.= 2790 lbs. O' -91/j ANCHOR BOLT PROJECTION ( THREADED) I I —_r- T.O.C. • PGE WILL PROVIDE AND TIED REINFORCEi1ENT 270' —- —-—-—-— —- - 90' STEEL CAGE. o o ' — — — — — _ GROUND SURFACE j � I hI I 1-III=1 I I ' FOUNDATION REACTIONS MOMENT 11,223 1N-KIPS SHEAR 13,302 LBS F-1 F 1 Z — -- — — — O I VER'I ICAL 13,171 LBS — — — — _ ANCHOR BOLT J 1e0' CAGE `S ANCHOR BOLT TEMPLATE BOTTOM TEMPLATE SHOWN A� 20 *10 X 25'-6'—� — — — — — 0 8' O.C. I — - — —— = NOTES i �- — — — Z DRIt LING COMPANY CRISMAN DRILLING RIC : CME 55 DATE :1-18-% 1• J BORING DUMEtE:+ d h.. DRIVE WEIGHT :140 IDs. DROP : 30 ELEVATION : 1. FOUNDATION DESIGN IS BASED ON SOIL INFORMATION PROVIDED _ BY NORTHWEST GEOTECH,INC.PROJECT NO.705.2.1 8 BOLT TEMPLATE — — — — ——-- LAJ Wo �K Ln SOIL DESCRIPTION 2. THE SOILS REPORT SHOULD BE CONSULTED PRIOR TO CONSTRUCTION. 21wu i o W U N BORING N0. GROUND WATER WAS ENCOUNTERED AT A DEPTH OF 2 FEET. —— —' — — —'-- A & 1c w B-1 3. ANY CASING USED TO PREVENT SIDE WALL CAVING SHALL BE REMOVED --1 " u DURING CONCRETE PLACEMENT UNLESS OTHERWISE APPROVED BY THE ' —— — — -- — Q D GW f" WELL-GRADED GRAVEL ENGINEER. — F- ML NATIVE TAN, MOIST TO VERY MOIST, MEDIUM DENSE, SANDY SILT 4. INSPECTION Ui CONSTRUCTION IS REQUIREDINSPECTOR TO VERIFY DIMENSIONS A�1D PLACEMENT OF REINFORCINORCIN G MATERIALS BEFORE — — — -- ——— m 20 PLACING CONCRETE. I N5. THE BOTTOM OF FOUNDATION EXCAVATION SHALL BE FREE 14 BECOMES DARK BLUE-GREY, SATURATED OF ALL ORGANICS,FROZEN MATERIAL. AND DEBRIS PRIOR TO PLACING CONCRETE. 1 — 6. REINFORCEMENT STEEL CAGE AND ANCHOR BOLTS SHALL BE IN PLACE BEFORE PLACING CONCRETE IN FOOTING. 3' MIN. CLR 10 14 95.0 28.7 7. REINFORCING STEEL SHALL BE GRADE 60 DEFORMED BAH CONFORMING TYPICAL TO ASI H 4615. 8. CONCRETE SHALL 13E ASTM C150,TYPE 1 WITH A 3 DA i —— — — — —— COMPRESSIVE STRENGTH OF 4000 psi. CL DARK BLUE-GREY, SATURATED, STIFF, SILTY CLAY I' is 9. TEMPLATE SHALL BE USED ABOVE THE TOF OF FOOTING TO INSURE .III= 13 31.3 FIT OF BASE PLATE.TEMPLATE SHALL REMAIN IN PLACE UNTIL {' BB *5 TIES Q —— -- — ——— IMMEDIATELY BEFORE POLE 1S ERECTED.ALL OTHER TEMPLATES SHALL REMAIN IN PLACE DURING CONCRETE PLACEMENT. 9' O.C. 41i (SEE DETAIL 1) I'I= 10. PROVIDE TROWEL FINISH AND POSITIVE DRAINAGE ON TOP OF FOOTING. 1— 33 BECOMES VERY STIFF 11. SEE POLE FABRICATOR'S DRAWIN^S FOR ADDITIONAL ANCHOR BOLT, '— — —— — III— TEMPLATE.AND BASEPLATE DETAILS AND REQUIREMENTS. Al + — 2S ML DARK BROWN, SATURATED, UENSE, CLAYEY, SANDY SILT 33 48.8 III -�TI�f1 I — -I I I III-III_ 3' CL.R SM BROWN, SATURATED, DENSC, SILTY SAND 30- 2 TIES AT BOTTOM 0 2' SP. BORING LOG REFERENCE DRAWINGS PORTLAND GENERAL ELECTRIC CC01727s VALMONT ANCHOR BOLT CAGE ASSEMBLY DRAWING PROJECT NO. 705.2.1 PROGRESS TOWER SRE FIGURE NO. A-1 ELEVATION BEAVERTON• OREGON DC2866L STRUCTURE DESIGN SPECIFICATIONS pro =w Northwest G*WWoch,Inc. DRILLING COMPANY : CRISMAN DRILLING RIG : CME 55 DATE t 18-96 5'-0' PIER DIA. BORING DIAMETER :8 in. DRIVE WEIGHT :140 lbs. DROP :30 in. ELEVATION .a Ln_ __ _ L W� 7SOIL DESCRIPTION tnc'2 W 0 W'-'O z K .JN ` I G ga ¢ - Wo 01-5 J '30RING N0. 11 am, o 3o V, 8-1 (CONT.) 3' MIN. - /`�T� JO SM BROWN, SATURATLD, VERY DENSE, SILTY SAND 11 so., 82.2 CLEAR � I � 35 4��p F R f z 48 �\S1 [yfJSA 270 — ---------1 --- --- __90 ` I 40 BECOMES DENSE, MORE SILTY \✓ ORLUON 9,a O #5 TIE TOTAL DEPTH: 41.5 FEET IDC (} 1 7 , `� Q 1/1' -1 (SEE DETAIL 1I 4'-53 ' GROUNDWATER ENCOUNTERED AT t2 FEET �A 20 *10 X 25'-6" OUT TO OUT 45 0 /r I SSUED FOR CONSTRUCTI ON PERMI T 8' 0.C. 180 - 9 — MAR 2 A-19REV FlT ----- L �N ------ v PH I- _ DEI AIL 1 SECTION A A 50 `—J #5 rips 3700 S.E. 17TH AVENUE PORTLAND, OREGON 97202 C), 55 D I ' DESIGN ENGINEER APPROV DATE _ 3/15/96 All4k I 80 _ - — - SCALE DRAWING N0. _ _N.T.S. FI - 133 BORING LOG TITLE PROGRESS SHEET NO. PORTLAND GENERAL ELECTRIC - I PROJECT NO. 705.2.1 PROGRESS TOWER SITE TFIGURE NO. A-2 PERSONAL COMMUNICATION SY.,,TEM--100 FT MONO- BEAVERTON• OREGON C OF Nosthrlbet GMssoNch,Inc. DR. BY M.Eder POLE PIER FOUNDATION -- -- I Cascade Blvd. 10195 BUP96-00191, 13UP97-00320 10 of 10 . .... - ... .. ..i.:._ .. _. ..., _xv K-a,.4tl.,...u..'w..w w.vi.r n.wd.,.,^r.... r.,.,uw.n..n.., ....r.r res.^u,,r ,..,....,. ........,.: w� _.,.�,.� ,. r a r,�,...,r.,,,nMlMi,lla.il' ...:.1WW.+lw�-y..ir•:.:A�T.^PMfjyOe'.. ,If'YN.'N.IkL•Y„f11 .YNLA,..u.dtlVW,.N.x„ ia.a i..,:M1M"rY eYYtl:i..roiWNtlYiA.lMlil.au., '^ >,,., t., r; . r,.. :ctiN^ah4 r,...r .•.i, .. ,... '�`.? .a..ur�yyw¢y,YM� •w.�. ,. . .�!.,, ... .. - .. .. .. .. .. ._ NOTICE- IF THE PRINT OR TYPE ON ANY IIS � II I.II --II III II I --I� !_ ►I-II I ! IIIIIIIIIIIIi�!III ! I IIII II '1Jill 3IMAGE IS NOT AS CLEAR AS THIS NOTICE, IIIIIIIIIII1II�I - -- — -- ---- L - - --- --� IT IS DUE TO THE QUALITY OF THE No 38 ORIGINAL. 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