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Plans L tt (.'t .F -� I9i� /i . I I, 406, ���� LCW Wireless 4 c/)) O 1 ��� LLC dba LcIi\i \;\T ` % ' �r/ °6 Cricket LCW .4,49,70°. 3995 FAIRVIEW II OR 97302 DRIVE SE SUTE V PHONE: (503) 315 -7833 FAX: (503) 318 -7840 PREPARED BY: S � Cr „o2, 6 . S f�.s SRES `�`1 STRATEGIC ARCHITECTURAL & Cl ENGINEERING SERVICES. INC. •,� �� ��� �@' . ® A �� 4630 CAMPUS DRIVE SUITE 101 Cl NEWPORT RT BEACH, . 925 CA 92660 SITE NAME � ,�p ,�a! Je �� 1 �a � � I PRONO. PD X- 159 -6 • • CLEAN WATER SERVICES ,e-- � � � � ...A4 / �J � � 7 2� I DRAWN BY: HC / o� a� , . d NEW EQUIPMENT AND NEW ANTENNAS ON AN EXISTING BUILDING � � aS � ' '' SUBMITTALS ....1„, ��� SITE NUMBER ;; 333 tihuiU'u V3(i.„,.. X 330 >oo .240 90 C � P ®X 159 B /, leo ' �� fi- 08/11/06 1o0% CD HC EO PROF MAGNETIC DECLINATION NOTES <R S ARCHITECT SITE NAME: SHT. ;; .'I$'al -k .I ')A' 1 , I I ` THE F OLLOWING PARTIES HEREBY APPROVE AND ()NC) C NG (NE ER S% DESCRIPTI NO. j ,. , / .rsr..q C �� SAES, INC. CLEAN WATER SERVICES — = " . ACCEPT THESE DOCUMENTS AND AUTHORIZE THE r �' 4630 CAMPUS DRIVE T- I TITLE SHEET .-: w z . ' - 1 ) -- _ - ' ' - ' .7.,4 :( / ; iwai r " e . I CONTRACTOR TO PROCEED WITH THE ' - 10 SUITE 101 SITE NUMBER: A - 1 OVERALL VICINITY MAP AND FIRE HYDRANT LOCADON SITE PLAN I kr ti i ' I _ F- I CONSTRUCTION DESCRIBED HEREIN. ALL . NEWPORT BEACH. CA 92660 SITE '� '' I ' D OCUMENTS ARE SUBJECT TO REVIEW BY THE CONTACT: HUMBERTO TAPIA PDX -159 -B A -2 EXISTING CONDITIONS PLAN" .)� • ,- L OCAL BUILDING DEPARTMENT AND MAY IMPOSE PH' (949) 260 -8407 A - PROJECT AREA PLAN AND ANTENNA LAYOUT 3' � _ f I - OREGON SITE ADDRESS: , • 1 �" FAX: (949) 260 - 8406 ;. . • r C H A N GES OR BUILDING MODIFICATIONS. SURVEYOR 16580 SW 85TH AVE A -4 ELEVATIONS �' I -," sp: O ff` ,- T80 TIGARD, OR 97224 A -5 CONSTRUCTION DETAILS ^y !.� y � V ? s O q y 1j Z Q � IL P ASSESSOR'S PARCEL NO. A -6 CONSTRUCTION DETAILS an 1 " • ,•' �� ,: • k ... 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TOWARD SW SW DATE: 16580 SW 85TH AVE PHONE: (619) 341 -9208 3995 FAIRVIEW INDUSTRIAL DRIVE SE SUITE 120 E -4 MISCELLANEOUS DETAILS BOONES FERRY RD., TURN RIGHT. TURN RIGHT TIGARD, OR 97224 SALEM, OR 97302 E -5 ONE LINE DIAGRAM, NOTES, PANEL SCHEDULE ONTO SW WILSONVILLE RD. MERGE ONTO 1 -5 NORTH VIA THE RAMP ON LEFT TOWARD INTERCONNECT: CONTACT: PHONE: (503) 315 -7833 DATE: E -6 GENERAL NOTES, ABBREVIATIONS LEGENDS & DETAIL PORTLAND. TAKE EXIT 290 TOWARD LAKE JACOB HAMILTON BUILDING CODE: OSWEGO /DURHAM. TURN LEFT ONTO LOWER LCW SITE DEV. MGR.: SRES, INC. •ma A E I. OF p t001 (2 ¢OCN STRUCTURAL PEATY CODE M TM 0000 0/0TS 11 DDS) I BOONES FERRY RD. TURN RIGHT ONTO SW 72ND DATE: 10411 OLD PLACERVILLE ROAD #210 OaoaR I. 003 M a0 0 000 00 CODE *Rm CODE "DEN OREGON NERD0DATS AVE. TURN LEFT ONTO SW DURHAM RD. TURN TITLE SHEET -me con,C0 SACRAMENTO, CA 95827 MECON 00*0410S) O^N r>DE c OP WART. an axe LEFT ONTO SW 85TH AVE. PROPERTY OWNER: PHONE: (619) 341 - 9208 •tans cplON OF OREGON ELECTRIC SPECIALTY COO( DATE: •2000 EDITH M OREM. NECNAY0AL SPECIALTY COOS (0003 0IE00I10101. RECMMACAL WOE MM OREGON AIIEN0YENTS) CONSULTANT TEAM PROJECT SUMMARY SHEET INDEX SITE DIRECTIONS APPROVALS SHEET NUMBER T-1 L r ■ yA" fS ft / 1� II J l , _________._.__ NOTE: LCW Wireless • _ _____________ ____ 1 II { I 1. THIS SITE PLAN IS BASED ON THE PLOT MAP NOTE I _ _ DURHAM ROAD { PROVIDED TO S AES. SA ES DOES NOT GUARANTEE _ J _ _ ,! I ' ' i THE ACCURACY OF PROPERTY LINES. LATITUDE: N 45' 24' 8" (NAD 83) LLC dba � �— I I T T 1 I I LONGITUDE: W NECTION AMSL (fl): TBD (N 14' AND 88 ) (NAD 83) Cricket LCW I I 2. ELECTRIC /TELCO UTILITY POINT OF CONNECTION (N) A ND EASEM ENTS ARE PRELIMINARY AND ARE APN 2511380 -00600 02 SUBJECT TO CONFIRMATION BY THE LOCAL UTILITY — - 3995 FAIRVIEW INDUSTRIAL DRIVE SE I I I �_- J i I 1! COMPANIES. �� SUITE 120 • t� I I Soo 400 ` -/' SALEM, OR 97302 • 'i I I I I I ' PFAXE(503)PREPARED )3 85BY: 78403 I ,y � I _I — — — _ EXISTING ASPHALT — \\\ — 1 �I �SRES WIRELESS © 1 I LEASE AREA I I I I I I ENGINEERING SERVICES, INC. I STRATEGIC ARCHITECTURAL & i — - _. ---- '--..._ -- I 4630 CAMPUS DRIVE SUITE 101 - - — - — NEWPORT BEACH, CA 92660 (E Taco ROOM - -- 23' -8' 28' -10 "_ ON FIRST FLOOR. \ �— _ � � PROPOSED LCW O WIRELESS P.O.C. i<> ©, L = _ 1 — 7 1 I I I I S FOX- 159 -B VICINITY MAP 1 N.T.S. 12 I 11 I PR OD. NO. I I DRAWN BY: HC �I II I I ` EXISTING BUILDING 11 II O UPPER n I — I ( ROOF) i SUBMITTALS \ 1 i :-.(). 1 ' EXISTING 4" 13' - I! I ASPHALT 1 L.A. I DRIVEWAY ) ` EXISTING ASPHALT i 1 :��_- `I`l o I I. I EXISTING ( O- AI BUILDING WER ROOF) 1 0 (LO • 1 EXISTING 0 08/11/06 100% CO HC ��, rn ASPHALT _ DRIVEWAY ' NOTES cg-C) PR °FF �_ F � S s �o Ci EXISTING WATER TANK 2 I I O ; • REGON J 4,/ 4t'�Y 11,2G Gk � - E.--T � I EXIST i BUILDING A HMS (UPPER / j ROOF) EXISTING 1 ( EXPIRES 06/30/08 1 BUILDING I 1 I I Sli/7oC. KEY NOTES 111 11 CLEAN WATER SERVICES mu 11115 \ `? 0 PDX -159 -B O1 EXISTING ANTENNAS O4 EXISTING PLATFORM I V ' EXISTING 1111 16580 SW 85TH AVE I0''' BUILDING \ TIGARO, OR 97224 RF SCHEDULE W/ EQUIPMENT II 111 A5 O NEW LCW WIRELESS TO PANEL O EXISTING PLATFORM 10111 11011 S(E) ECOND CFLOOR. ROOM ON I ANTENNAS. PAINTED TO MATCH I EXISTING BUILDING W/ EQUIPMENT P PROPOSED LCW WIRELESS SECTOR ANT. PER AZIMUTH ANTENNA MECH. DWN ELEC. OWN ANTENNA MOD COAX COAX TOP BOTTOM \ P.O.C. 7� i ANTENNA SECTOR CNTRLINE TILT TILT NUMBER SIZE LENGTH JUMPER JUMPER 0 O NEW LCW WIRELESS EQUIPMENT � M 'Ef " ' OVERALL SITE PLAN A 2 30' 57' -4" 0' 0' RV65- 19 -020P 7/8' 90' 3' 3' ® CABINET WITHIN A 8'x13' LEASE AREA • (104 SO. FT) 6 2 150' 57' -4" 0' 0' RV65- I9 -02DP 7/8" 90' 3 3' C 2 275' 57' -4" 0' 0' RV65- 19 -020P 7/8" 90' 3' 3' SHEET NUMBER 1 NORTH A -1 OVERALL SITE PLAN ® 1 P"10'd 0 5' 10 I ,. r--- LCW Wireless LLC dba �f/ - ` KEY NOTES Cricket LCW '� g. O. EXISTING ANTENNAS AS O6 NEW LCW WIRELESS GPS ANTENNA d NEW LCW WIRELESS WALL MOUNTED \�-- ...111 ANTENNA SPECS COAX CONDUITS TO PARAPET WALL 3995 FAIRVIEW INDUSTRIAL DRIVE SE O EXISTING PLATFORM W/ EQUIPMENT O NEW LCW WIRELESS POWER ROOF MOUNTED SUITE 120 CONDUITS TO JOIN WITH EXISTING POWER SALEM, OR 97302 WEIGHT: 12 LB 1 1 CONDUIT ROUTED FROM POWER ROOM PHONE: (503) 315 -7833 DIMENSIONS (LXWxO):._..... -- (60x6x3 in) CAS)- O NEW LCW WIRELESS CMO RADIO (ON SECOND FLOOR) TO ROOF ON PARAPET WALL FAX: (503) 318-7840 - CABINET 52'x30 "x55" MAX WIND AREA: 2 I sq. 8 NEW LCW WIRELESS PTC CABINET UM O4 MAX. WIND LOAD ( @100MPH): 108 I EXISTING STEEL BEAM SUPPORT PREPARED BY o MAX. WIND SPEED: 125 MPH 1D HARDWARE MATERIAL. GALVANIZED STEEL - -I \< O NEW LCW WIRELESS UTILITY H -FRAME 09 NEW LCW WIRELESS TELCO ROOF MOUNTED COLOR: ....__.- ..........__.�._..._... LIGHT GRAY I A5 CONDUITS TO JOIN WITH EXISTING TELCO CONDUIT a ROUTED FROM EXISTING TELCO ROOM (ON FIRST FLOOR) UP TO ROOF ON PARAPET WALL. i P.O.C. TO BE VERIFIED WITH UTILITY COORDINATOR. a ® ® SRNS V I a STRATEGIC ARCHITECTURAL & SERVICES, INC. < 4630 C DRIVE SUITE 101 ,5 NEWPORT BEACH, CA 92660 PO i-r ", I I a' -6" - - _13_ - -0" LEASE AREA a' -6" a GI r-' I a F ___�__..._.. \ ._- - 0 / - CABINET I PROD. N0. PDX-159-B I . - '-'- -- - - Tc L — .� i _ _ - --...._. __. - -- ' -- 't / / � � DRAWN B HC I r O ... -- I I 1 �- BO , .' .' o f j < SUBMITTALS ■ l � r; ' l A - A . il �T —T —' " , I I I ■ ♦ a " of (0) l0� I A A —/ 0 08:1;16 100% CD HC EXISTING BUILDING - I 4 +F - -- - -- 5• -6" f NOTES' PRo . in /1111 \l ; '''' (UPPER ROOF) \ ° G� 4, G) NE S Sf — 0 ! 1 c, E N F p 0 39PE 9 1. SECT-- gR;'CC o ° 1 — — — — — — v '� �. 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NORTH T IS o - = — - -- - — - - --- -- = NORTI ANTENNA LAYOUT y "`E' o z ,' [2 PROJECT AREA PLAN `E' i r )1 PC- L - � —� + LCW Wireless, LLC dba i _ NEW LCW WIRELESS ----------- EXISTING ANTENNAS 0 A5 EQUIPMENT CABINET / MOUNTED ON STEEL BEAMS //////' -NEW (2) L PER CW SECTOR, WIRELESS (3) PANEL ANTE TOTAL AS NNAS. 2 Cricket LCW SECTORS 3995 FAIRVIEW SUITE INDUSTRIAL 120 DRIVE SE ' .— -- ` i EXISTING UPPER ROOF TOP SALEM, OR 97302 - --` - -- - -- \ I /. PHONE: (503) )3138578403 PREPARED BY: ___// o LCW WIRELESS POWER P.O.C. EXISTING LOWER ROOF TOP tal IN ELECTRIC ROOM ON 2ND FLOOR 1 Z z w 3 a1 — -- - - ® ORES w z .-1 I STRATEGIC ARCHITECTURAL & I z o i of I ^ ---L - ENGINEERING SERVICES, INC. w w I ��� II - - i - I I NEWPORT BEACHR CA 92660 a z o ce I r a II 1 it II < WI o ° o o 0 m ;o --- '-J- -- - -- - - — ec - -- b - - I -- ---_ -`� — -- —'— -- ---- ---- -- CC . t ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ O ❑ ❑ ❑ ❑ ❑ ❑ C! ❑ 1 -! ❑ ❑ 0 V) lfl _ I SAES lli� ° i j PROW NO. PpX -159 -B �1 io:�fi� — _ _ _ - -- -- — - -1 =_ I JORAWN BY: HC FINISH GRADE _ - -- I -_— - - - - -_ . -. ' -- ELEV. 170' 70' AMSL - - \-- \ `�- - -- `\ - ,,,,, SUBMITTALS - -LCW WIRELESS TELCO P.O.C. ON GROUND FLOOR NORTH ELEVATION "p Q® 1 1 EXISTING EQUIPMENT NEW LCW WIRELESS - NEW LCW WIRELESS PANEL ANTENNAS. EXISTING ANTENNAS -- EXISTING EQUIPMENT — EQUIPMENT CABINET A5 (2) PER SECTOR, (3) SECTORS TOTAL VW 0 08/1 1 /06 100% CD HC \ - \ MOUNTED ON STEEL BEAMS EO P R 0,c-, III S NOTES ��R EXISTING UPPER ROOF TOP \' I � I \ 1 0 � ��� IN ' i -- — - -- - -- -- - N- — — — -- - - -- - -- — - -- - — 1 i OREGON Z s 0 ' 1Yn,2 0 �I � o■ ■■■ o■ n z z -r 5 tj ® MLL- us In iii I i I w < /4 A F11\6-- z a _ w ° a z n I EXPIRES 06/30/08 I \ I Y � _ 1 - -- I I �. 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TECTURAL j I - -I I - - I a NEWPORT CA 92660 ce _ L_T i_1T_ — -- —' — a - ❑ ❑ ❑ CI U ❑ ❑ ❑ ❑ ❑ LI IJ II ❑ ❑ ❑ 0 ❑ ❑ L7 ❑ i ._—' - _-- --- - -- -- -- - -1 ' -- - �T�_� - - - - - - I SAES PDX -159 -8 _ PROD. N0. - ___.__. �___.- ......_. - -__.- ___ -_ __ -__ FINISH GRADE p BY- HC \ ELEV 170' AMS! SUBMITTALS SOUTH ELEVATION K" o - - 1 - 0 I NEW LCW WIRELESS EQUIPMENT AS- CABINET MOUNTED ON STEEL BEAMS - -- EXISTING EQUIPMENT e) _ 2 NEW LCW WIRELESS PANEL ANTENNAS, - - - -- 0 08/11/06 100% CO HC AS (2) PER SECTOR. (3) SECTORS TOTAL EXISTING EQUIPMENT »:I:II:: :::: Nc-- - ---- 11 so- j I OOF TOP C� I ZI 4 s 0 y � / I Y11,2 �.P • Z z ,ii �EO :,i gm I 1 � 1 iC�i E: iii �� A H ME ~ Q W Z _- W a $ — — W z EXPIRES 06/30/08 Z W `` 11 II 1117, _I V' //Se) o • W Z o _ d J x I I d ,,, ��� �� Imo, ,, -LL I 1 L1) I R _ m I_JL . I_ _J __ I �_� CLEAN WATER SERVICES NI - - ----- __ -- -- _ _ - - - - - -- _� - -- I PDX -159 -B o ! ❑ ❑ ❑ L_] ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ I ❑ ❑ ❑ i , T IGA SW 85TH AVE N rICARD, OR s7z2a ID • I , . 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I\ C N .� ® S/gES : ANGLE TO BEAM CONNECTION A I FINISHED ROOF ri-1'< STRATEGIC ARCHITECTURAL & 1 � \ ENGINEERING SERVICES. INC. IO( OI (0 4630 CAMPUS DRIVE SUITE 101 B NEWPORT BEACH, CA 92660 , -EXISTING BEAM PER PLAN \ A --- L4X4XI /4 BRACE 12' -tt" 1/2"0 THRU BOLT L4X4X1/4 ` — 3x3x1/4" POST - \ / I 22' -O' — O B -- IIIIIIIIIII 1 /4" r TYP. NI -- W8X15 — T L4x4x I/4' SAES PDX -159 - 8 EXISTING BEAM PER PLAN -- •EXISTING BEAMS TO BE PROs. N0. .� y RESURFACED AT SITE. IF REQUIRED _LVI -- I/2' THRU BOLT° -- DRAWN BY: HC I i____f CONNECTION DETAIL ( °J CONNECTION DETAIL @ SUBMITTALS UTILITY H -FRAME 1 3 EQUIPMENT ATTACHMENT DETAIL I 1 -- HOLD DOWN CLAMP rr I I C • 0 08/11/06 100% CD HC CABLE TRAY WITH COVER 9" - - -- FASTENED TO 4 "X4" WITH 1 I I NEW PAINTED ANTENNA TO MATCH RUNGS. 4" LOADING DEPTH. 3/8" X 2 1/2" LONG LAG i I YKU S WITH TEP w OR E STAINLESS STEEL SCREWS. �,I I EXISTING BUILDING NOTES: , F FS CLAMP EVERY 6 FT. -� - - � LNG I N EF S/0 • -I. • - -NEW 3 -1/2" OD W P AT OLGRADE BOTTOM— I ANDREW ANTENNA ` PIPE —� gill /�� --- - - - - -- EXISTING 4x4 ANGLE I X 4 REGON I ✓ " � ` o / NEW 4X4 ANGLE [I -. ° y , Y 11 ,2O° S •Z,P �\ `� - 4; X 4 X 18" ( FOR 12" TRAY ) 4" A H M E� ./ o X 4" X 12" (FOR 6 TRAY ) PRESSURE TREATED. INSTALL EVERY NEW 3 /2 OD EXISTING PAPAPET C 6 -0 WHEN MOUNT I ON ROOF. SET ANDREW ANTENNA PIPE ( EXPIRES 06/30/08 PER PLAN LUMBER IN ROOFING TAR TO PREVENT MOVEMENT. ALTERNATE: PVC SLEEPER ' / 8 "m Y� g4/0‘ D� MICROFLECT 25156 OR EQUAL I I EXISTING PARAPET —" L : � t NEW U =601T5 3 ,r _ am CLEAN WATER SERVICES - I I PDX -159 -B I 16580 SW 85TH AVE NOTE: I I _ TIGARD, OR 97224 0 I I I. RUN 12 AWG BTCW GROUND CONDUCTOR ALONG CABLE TRAY , AND GROUND AT BOTH ENDS. CONSTRUCTION 2. CABLE TRAYS SHALL BE FREE OF SHARP OBJECTS AND BURRS 1. 1`l i�Vl..11 1`1 WHICH COULD INJURE CABLES. COVERS SHALL BE FASTENED USING DETAILS HOLD DOWN CLIPS. SHEET METAL SCREWS ARE NOT ACCEPTABLE. O CONNECTION DETAIL / SHEET NUMBER A -5 COAX CABLE TRAY J 4 ANTENNA ATTACHMENT 12 1 . , , ' LCW Wireless LLC dba GPS ANTENNA Cricket LCW iy` 3995 FAIRVIEW INDUSTRIAL DRIVE SE SUITE 120 UNISTRUT " z P1000" 1' -4" - - - - -- II 1 I /a" NOMINAL DIAMETER SALEM, OR 97302 W/ (2) 3/8 " %% THREAD ROD � �(1 66" ACTUAL O.D.) X 2' -0" PHONE: (503) 315 -7833 W/HILTI HY -150 ® MIN. MAX. SCHEDULE 40 FAX. (503) 318 -7840 1 -3/4" EMBED. ICBO 5193 VALMONT MICROFLECT GALVANIZED STEEL MOUNTING UNIVERSAL PIPE ADAPTER \ I PIPE PREPARED BY: KIT PART NO. 81534 l ..,� I ,dI � (SEE NOTE 4) EMERGENCY GENERATOR - / I i. .1 -I , - 11 M�� RECEPTACLE ® 36" (MIN.) / y= ° � ABOVE FINISHED GRADE % -- EMT CONDUIT EXISTING ICE BRIDGE POST -- — COAX CABLE APPLETON AR20033 STYLE 1 OR SIMILAR POST IF NEW POST LJ' W /AJA ADAPTER 200 AMP FIS OR REQUIRED, EE DETAIL 820 ®����� W /3P NEMA 3R (GROUNDING FOR POST ST AND FOUNDATION 4th WIRE TO RECEPTACLE -- EXISTING WALL HOUSING GROUNDING STRATEGIC ARCHITECTURAL & CONNECTOR EXTERIOR ` \•I - ENGINEERING SERVICES, INC. 4630 CAMPUS DRIVE SUITE 101 ELEVATION NEWPORT BEACH. CA 92660 ft AT CONC. USE 3 /8 "ta ANCHOR BOLTS - - -• NOTES: MIN. 3" EMBED. AT WD. STUDS USE 1. LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN SKY 3/8 "X 3" LAG. BOLTS AND AT STEEL AND CANNOT HAVE ANY BLOCKAGES EXCEEDING 25% OF THE STUDS USE N 12X3" SHT. MET SURFACE AREA OF A HEMISPHERE AROUND THE GPS ANTENNA. SCREWS 2. ALL GPS ANTENNA LOCATIONS MUST RF ABLE TO RECEIVE CLEAR SAES SIGNALS FROM A MINIMUM OF FOUR (4) SATELLITES. VERIFY WITH I PROJ. NO. PDx -159 -8 HANDHELD GPS BEFORE FINAL LOCATION OF GPS ANTENNA. 3. THE WEIGHT OF THE ANTENNA MOUNT IS 6.5 LBS. DRAWN BY: HC I 4. IF ICE BRIDGE OR SIMILAR POST IS NOT GROUNDED, GROUND WITH //2 AWG TINNED BARE COPPER WIRE EXOTHERMICALLY BONDED TO POST AND CONNECTED TO SUBMITTALS GROUND RING. UNUSED 15 GENERATOR RECEPTACLE 13 GPS ANTENNA MOUNTING DETAIL 11 mas I ALL OUTDOOR CONDUIT SHALL BE 2 GALVANIZED RIGID, EMT 0 08/11/06 100% CD HC ALLOWABLE FOR INDOOR 2 EXACT TO BE LOCATION DETERMINED BY RUN �.) F'KOF (E) CONDITIONS IN FIELD NOTES: h CR NG F S S., EXISTING WALL OR CEILING - - -- (,. FR � NEW UNISTRUT AT 16 "O.C. Of/ 7, • i , P1000 - LENGTH AS REO'0 (4' MAX.) _ / — � N ral EW GROUNDING (E) WALL i /v■■■ CONDUIT PER PLAN P. /' — a 5/8 A.B. INTO (0) CONC WALL —O' EGON I 0 EACH SIDE OR SUITABLE N COAX CABLE SEE PLAN - - -- FASTENER FOR OTHER WALL O y � "I Y )) 2 �0 � P MATERIAL 1 111 : 0 UNISTRUT P1117 CONDUIT a rg "�'a, /C q Ha CLAMPS VERIFY CLAMP 7� SIZE W /ELEC DWGS (FOR F NEW CONDUIT IS CLAMP (TYP.) . z" CONDUIT) <- 11 1 EXPIRES 06/30/08 UNISTRUT P1112 CONDUIT CLAMP • / VERIFY CLAMP SIZE W /ELEC DWGS =� . , A K ANCHORAGE: AT CONCRETE USE (FOR 3/4° CONDUIT) "/�• CLEAN WATER SERVICES 3/8" THREADED ROD W /HILTI HY -150 UNISTRUT P1000 0 12" LONG 0 MIN. 1-3/4" EMBED. (IC80 5193 MIN a aa O.C. TYP 16580 D SW , SSTH B AVE AT WOOD USE 3/8X3 LAG BOLTS; AT SCREWS L (2 i TOTAL U PER I UN STRUT)E� METAL 1 *• TIGARD, OR 97224 CONSTRUCTION DETAILS SHEET NUMBER A -6 UNUSED 16 COAX CONDUIT @ WALL 14 CONDUIT ATTACHMENT @ WALL 12 L .. f • I I . IMPORTANT NOTE: 15. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, D. GRAVEL FILL; WELL GRADED, HARD, DURABLE, NATURAL 0. SEED AND FERTIUZER SHALL BE APPLIED TO SURFACE LCW Wireless, ELEVATIONS, PROPERTY LINES. ETC. ON THE JOB. SAND AND GRAVEL, FREE FROM ICE AND SNOW, ROOTS, SOD CONDITIONS WHICH WILL ENCOURAGE ROOTING. RAKE AREAS TO LLC dba RUBBISH, AND OTHER DELETERIOUS OF ORGANIC MATTER. BE SEEDED TO EVEN THE SURFACE AND TO LOOSEN THE SOIL. 16. THE CONTRACTOR-SHALL NOTIFY THE RF ENGINEER FOR MATERIAL SHALL CONFORM TO THE FOLLOWING GRADATION Cr LCW THE CONTRACTOR MUST PROVIDE CLOSE -OUT DOCUMENTS AT ANTENNA AZIMUTH VERIFICATION (DURING ANTENNA INSTALLATION) REQUIREMENTS. P. SOW SEED IN TWO DIRECTIONS IN TWICE THE QUANTITY . THE FINAL INSPECTION WALK BEFORE PAYMENTS WILL BE MADE. PRIOR TO COORDINATING SITE SWEEPING. RECOMMENDED BY THE SEED PRODUCER. U S. SIEVE NO, % PASSING BY WEIGHT 3995 FAIRVIEW INDUSTRIAL DRIVE SE 17. THE CONTRACTOR SHALL SUBMIT, AT THE END OF THE 4" 100 0. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE SUITE 120 PROJECT, A COMPLETE SET OF AS -BUILT DRAWINGS TO 1/2" 50 -85 GROWTH OF SEEDED AND LANDSCAPED AREAS BY WATERING UP SALEM. OR 97302 CRICKET'S PROJECT MANAGER. #4 40 -75 TO THE POINT OF RELEASE FROM THE CONTRACT. CONTINUE TO PHONE: (503) 315 -7833 x/10 30 -60 REWORK BARE AREAS UNTIL COMPLETE COVERAGE IS OBTAINED. FAX. (503) 318 -7840 GENERAL REOUIRMENTS SITE WORK AND DRAINAGE # 100 5200 3.04 FIELD OUAUTY CONTROL EARTHWORK. EXCAVATION. AND GRADING #200 0 -8 A. COMPACTION SHALL BE 90% MAXIMUM DENSITY IN PREPARED BY: ACCORDANCE WITH ASTM D- 1 557 FOR SITE WORK AND 957. 1. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY PART 1 - GENERAL GRAVEL FILL TO BE PLACED IN LIFTS OF 9" MAXIMUM MAXIMUM DENSITY UNDER SLAB AREAS. AREAS OF SETTLEMENT WITH ALL LAWS, ORDINANCES. RULES. REGULATIONS, AND LAWFUL THICKNESS AND COMPACTED TO 95% DENSITY. WILL BE EXCAVATED AND REFILLED AT CONTRACTOR'S EXPENSE. ORDERS SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL 1.01 WORK INCLUDED: REFER TO SURVEY AND SITE 2.02 EQUIPMENT CODES BEARING ON THE PERFORMANCE OF THE WORK. THE PLAN FOR WORK INCLUDED 3.05 PROTECTION WORK SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. 1.02 RELATED WORK A. COMPACTION SHALL BE ACCOMPLISHED BY MECHANICAL A. PROTECT SEEDED AREAS FORM EROSION BY SPREADING ���� MEANS. LARGER AREAS SHALL BE COMPACTED BY SHEEPS FOOT. STRAW TO A UNIFORM LOOSE DEPTH OF I " -2 ". STAKE AND TIE 2. THE ARCHITECT /ENGINEER HAVE MADE EVERY EFFORT TO A. CONSTRUCTION OF EQUIPMENT FOUNDATIONS VIBRATORY OR RUBBER TIED ROLLERS WEIGHING AT LEAST FIVE DOWN AS REQUIRED. USE OF EROSION CONTROL MESH OR SET FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS TONS. SMALLER AREAS SHALL BE COMPACTED BY MULCH NET SHALL BE AN ACCEPTABLE ALTERNATIVE. STRATEGIC ARCHITECTURAL & THE COMPLETE SCOPE OF WORK. THE CONTRACTOR BIDDING THE B. INSTALLATION OF ANTENNA SYSTEM POWER- DRIVER, HAND HELD TAMPERS. ENGINEERING SERVICES, INC. JOB IS NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR B. ALL TIRES PLACED IN CONJUNCTION WITH A LANDSCAPE 4630 CAMPUS DRIVE SUITE 101 ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT 1.03 DESCRIPTIONS B. PRIOR TO OTHER EXCAVATION AND CONSTRUCTION EFFORTS CONTRACT SHALL BE WRAPPED, TIED WITH HOSE PROTECTED NEWPORT BEACH. CA 92660 EXCUSE SAID CONTRACTOR FORM COMPLETING THE PROJECT GRUB ORGANIC MATERIAL TO A MINIMUM OF 6" BELOW ORIGINAL WIRE AND SECURED TO STAKES EXTENDING 2' -0" INTO THE AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE A ACCESS ROAD, TURNAROUND AREAS, AND SIRES ARE GROUND LEVEL. GROUND ON FOUR SIDES OF THE TREE. DOCUMENTS. CONSTRUCTED TO PROVIDE A WELL DRAINED. EASILY MAINTAINED, EVEN SURFACE FOR MATERIAL AND EQUIPMENT DELIVERIES AND C. UNLESS OTHERWISE INSTRUCTED BY CRICKET COM. REMOVE C. ALL EXPOSED AREAS SHALL BE PROTECTED AGAINST 3. THE CONTRACTOR OR BIDDER SHALL BEAR THE MAINTENANCE PERSONNEL ACCESS. TREES, BRUSH AND DEBRIS FROM THE PROPERTY TO AN WASHOUTS AND SOIL EROSION. STRAW BALES SHALL BE PLACED RESPONSIBILITY OF NOTIFYING (IN WRITING) CRICKET'S AUTHORIZED DISPOSAL LOCATION. AT THE INLET APPROACH TO ALL NEW OR EXISTING CULVERTS. REPRESENTATIVE OF ANY CONFLICTS, ERRORS, OR EMISSIONS 1.04 QUALITY ASSURANCE PRIOR TO THE SUBMISSION OF CONTRACTOR'S PROPOSAL OR 0. PRIOR TO PLACEMENT OF FILL OR BASE MATERIALS, ROLL PERFORMANCE OF WORK. A. APPLY SOIL STERILIZER IN ACCORDANCE WITH THE SOIL. CHAIN LINK FENCE SAES PBX -159 -B MANUFACTURER'S RECOMMENDATION (USE AS NEEDED) PROJ. NO. 4. THE SCOPE OF WORK SHALL INCLUDE FURNISHING ALL E. WHERE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED, MATERIALS, EQUIPMENT, LABOR AND ALL OTHER MATERIALS AND B. VEGETATION LANDSCAPING, IF INCLUDED WITHIN THE LINE THE GRUBBED AREAS WITH STABILIZER MAT PRIOR TO CONTRACT WILL BE PLACED AND MAINTAINED AS RECOMMENDED PLACEMENT OF FILL OR BASE MATERIAL. PART 1 - GENERAL LABOR DEEMED NECESSARY TO COMPLETE THE WORK /PROJECT DRAWN BY HC AS DESCRIBED THEREIN. BY NURSERY INDUSTRY STANDARDS. 3.03 INSTALLATION 4.01 SEQUENCING 5. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO 1.05 SEQUENCING A THE SITE AND TURNAROUND AREA SHALL BE AT THE THE SUBMISSION OF BIDS OR PERFORMING WORK TO SUB -BASE COURSE ELEVATION PRIOR TO FORMING FOUNDATIONS. A IF THE SITE AREA HAS BEEN BROUGHT UP TO SURFACE SUBMITTALS FAMILIARIZE HIMSELF WITH THE FIELD CONDITIONS AND TO A. CONTRACTOR IS RESPONSIBLE FOR LAYOUT AND COURSE ELEVATION PRIOR TO FENCE CONSTRUCTION, FENCE CONSTRUCTION STAKING. GRADE OR FILL THE SITE AND ACCESS ROAD AS REQUIRED TO VERIFY THAT THE PROJECT CAN BE CONSTRUCTED IN POST EXCAVATION SPOILS MUST BE CONTROLLED TO PRECLUDE ACCORDANCE WITH THE CONTRACT. PRODUCE EVEN DISTRIBUTION OF SPOILS RESULTING FROM CONTAMINATION OF SAID SURFACE COURSE. B. GRUB THE COMPLETE ROAD AND SITE AREA PRIOR TO FOUNDATION EXCAVATIONS. THE RESULTING GRADE SHALL FOUNDATION CONSTRUCTION OR PLACEMENT OF BACKFILL OR CORRESPOND WITH SAID SUB -BASE COURSE, ELEVATIONS ARE 6. THE CONTRACTOR SHALL OBTAIN AUTHORIZATION TO 4.02 APPLICABLE STANDARDS PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON SUB -BASE MATERIAL. TO BE CALCULATED FORM FINISHED GRADES OR SLOPES ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION INDICATED. ASTM -Al20 SPECIFICATION FOR PIPE, STEEL BLACK AND DRAWINGS /CONTRACT. C. CONSTRUCT TEMPORARY CONSTRUCTION ZONE ALONG HOT- DIPPED ZINC COATED (GALVANIZED) WELDED AND SEAMLESS ACCESS DRIVE. B. CLEAR EXCESS SPOILS. IF ANY, FROM JOB SITE AND DO FOR ORDINARY USES. 7. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND NOT SPREAD BEYOND THE LIMITS OF CRICKET INC. LEASE 0. THE SITE AREA WILL BE BROUGHT TO SUB -BASE COURSE PROPERTY UNLESS AUTHORIZED BY PROJECT MANAGER. MATERIALS ACCORDING TO THE MANUFACTURER'S /VENDOR'S ASTM -Al23 ZINC (HOT -DIP GALVANIZED) COATING ON IRON ELEVATION AND THE ACCESS ROAD TO BASE COURSE ELEVATION SPECIFICATIONS UNLESS OTHERWISE OR WHERE LOCAL CODES PRIOR TO FORMING FOUNDATIONS. C. THE ACCESS ROAD SHALL BE BROUGHT TO BASE COURSE AND STEEL PRODUCTS. OR ORDINANCES TAKE PRECEDENCE. ELEVATION PRIOR TO FOUNDATION CONSTRUCTION. E. APPLY SILT STERILIZER PRIOR TO PLACING BASE ASTM -A525 STANDARD SPECIFICATION FOR STEEL SHEET ZINC 0 08/11/06 100% CD NC 8. THE CONTRACTOR SHALL MAINTAIN A FULL SET OF MATERIALS. D. DO NOT CREATE DEPRESSIONS WHERE WATER MAY POND. COATED (GALVANIZED) BY THE HOT - DIPPED PROCESS. CONSTRUCTION DOCUMENTS AT THE SITE UPDATED WITH THE INCLUDES LATEST AVAILABLE EFOIRNTHENUDSEADBY DENDUM'S OR ALL PERSONNEL WITH F. IF REQUIRED, GRADE, SEED, FERTILIZE AND MULCH BANKING, DITCHING COMPLETE SURFACE COURS FOR ME (AND ES. RR-F-191 INK ENCE AND AND POST NOTES: sc.,. rrzUFES DISTURBED AREAS IMMEDIATELY AFTER BRINGING THE SITE AND '� THE PROJECT. ACCESS ROAD TO BASE ELEVATION. WATER TO ENSURE GROWTH. ACCESS ROAD. ALL ROADS OR ROUTES UTILIZED FOR ACCESS ACCESSORIES). � G7 F. `s TO PUBLIC THOROUGHFARE IS INCLUDED IN SCOPE OF WORK () 9. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE G. REMOVE EXCESS GRAVEL FROM TEMPORARY UNLESS OTERWISE INDICATED. PART 2 - PRODUCTS �, f �� PROJECT DESCRIBED HEREIN. THE CONTRACTOR SHALL BE CONSTRUCTION SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS. METHODS, ZONE. F. WHEN IMPROVING AN EXISTING ACCESS ROAD, GRADE THE 4.03 FENCE MATERIALS III TECHNIQUES, SEQUENCES. AND PROCEDURES AND FOR H. AFTER APPLICATIONS OF FINAL SURFACES, APPLY SOIL EXISTING ROAD TO REMOVE ANY ORGANIC MATTER AND SMOOTH v COORDINATING ALL PORTIONS OF THE WORK UNDER THE STERILIZER TO THE STONE SURFACES. THE SURFACE BEFOR PLACING FILL OR STONE. A. ALL FABRIC WIRE, RAILS. POLES, HARDWARE AND OTHER CONTRACT. STEEL MATERIALS SHALL BE HOT - DIPPED GALVANIZED. 1.06 SUBMITTALS G. PLACE FILL OR STONE IN 3" MAXIMUM LIFTS AND OREGON 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING COMPACT BEFORE PLACING NEXT LIFT. B. FABRIC SHALL BE 8' -0" HIGH X 2" CHAIN LINK MESH OF ALL PERMITS AND INSPECTIONS WHICH MAY BE REQUIRED FOR A. BEFORE CONSTRUCTION NO. 9 GAUGE (0.148) WIRE. THE FABRIC SHALL HAVE A TWISTED `r ° ' Y 11 2 Q' THE WORK BY THE ARCHITECT /ENGINEER. THE STATE, COUNTY H. THE FINISH GRADE, INCLUDING TOP SURFACE COURSE. AND BARBED FINISH FOR THE TOP EDGES AND A KNUCKLED y S OR LOCAL GOVERNMENT AUTHORITY. 1. IF LANDSCAPING IS APPUCABLE TO THE CONTRACT, SHALL EXTEND A MINIMUM OF 12" BEYOND THE SITE FENCE FINISH FOR THE BOTTOM EDGES, FABRIC SHALL CONFORM TO '`'1/ AHME S 11. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO SUBMIT TWO COPIES OF THE LANDSCAPING PLAN UNDER AND SHALL COVER THE AREA AS INDICATED. THE SPECIFICATIONS OF ASTM A -392 CLASS 1. PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING, NURSERY LETTERHEAD. IF A LANDSCAPE ALLOWANCE IS INCLUDED IN THE CONTRACT, PROVIDE AN ITEMIZED LISTING OF NEW COSTS I. RIPRAP SHALL BE APPLIED TO THE SIDE SLOPES OF ALL C. BARBED WIRE SHALL BE DOUBLE - STRAND, 12 GAUGE CURBING, ETC. DURING CONSTRUCTION. UPON COMPLETION O UNDER NURSERY LETTERHEAD (REFER TO SITE PLAN FOR FENCED AREAS, PARKING AREAS AND TO ALL OTHER SLOPES TWISTED WIRE. WITH 14 GAUGE 4 POINT ROUND BARBS SPACED I EXPIRES 06/30/08 I WORK, THE CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY LANDSCAPING REQUIREMENT). GREATER THAN 2:1. AT 5" O.C. HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. J. RIPRAP SHALL BE APPLIED TO THE SIDES OF DITCHES OR D �' �/ fj 6 2. SUBMIT FOR APPROVAL 1/2 CUBIC FOOT OF THE D. ALL . POSTS SHALL BE SCHEDULE 20 -GALVANIZED STEEL NEW SURFACE COURSE MATERIAL. DRAINAGE SWALES AS INDICATED ON PLANS. PIPE AND SHALL BE TYPE 1 ASTM A -123 AND OF THE 12. THE CONTRACTOR SHALL DEEP THE GENERAL WORK AREA FOLLOWING DIAMETER (OD PER FENCE INDUSTRY STANDARDS). CLEAN AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE 3. LANDSCAPING WARRANTY STATEMENT, IF REQUIRED. OF ALL DIRT, DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT K. RIPRAP ENTIRE DITCH FOR 6' -0" IN ALL DIRECTIONS AT LINE 2 3/8" CLEAN WATER SERVICES SPECIFIED AS REMAINING ON THE PROPERTY. PREMISES SHALL PART 2 - PRODUCTS CULVERT OPENINGS CORNER 3" BE LEFT IN CLEAN CONDITION AND FREE FORM PLAIN SPOTS. PDX- 159-B DUST OR SMUDGES OF ANY KIND. 2.01 MATERIALS L. SEED, FERTILIZER AND STRAW COVER SHALL BE APPLIED GATE 3" 16580 SW 85TH AVE TO ALL OTHER DISTURBED AREAS AND DITCHES. DRAINAGE, TIGARD OR 97224 13. THE CONTRACTOR SHALL COMPLY WITH ALL PERTINENT SWALES, NOT OTHERWISE RIP- RAPPED. E. EXTEND GATE AND CORNER POSTS 12 ", INCLUDING DOME SECTIONS OF THE APPLICABLE BUILDING CODES AND ALL OSHA A. ROAD AND SITE MATERIALS; FILL MATERIAL SHALL BE CAP, TO PROVIDE FOR ATTACHMENT OF BARBED WIRE. REQUIREMENTS AS THEY APPLY TO THIS PROJECT. ACCEPTABLE, SELECT FILL SHALL BE IN ACCORDANCE WITH M. UNDER NO CIRCUMSTANCES SHALL DITCHES, SWALES OR LOCAL DEPARTMENT OF HIGHWAY AND PUBLIC TRANSPORTATION CULVERTS BE PLACED SO THE DIRECT WATER TOWARDS, OR F. ALL TOP AND BRACED RAIL SHALL BE 1 5/8" DIAMETER T NOTES STANDARD SPECIFICATIONS. 14. THE CONTRACTOR SHALL NOTIFY CRICKET'S REPRESENTATIVE PERMIT STANDING WATER IMMEDIATELY ADJACENT TO SITE. IF SCHEDULE - 20 MECHANICAL - SERVICE PIPE. FRAMES SHALL GENERAL WHERE A CONFLICT OCCURS ON ANY OF THE CONTRACT OWNER DESIGNS OR IF DESIGN ELEVATIONS CONFLICT WITH THIS HAVE WELDED CORNERS. DOCUMENTS. THE CONTRACTOR IS NOT TO ORDER MATERIAL OR B. SOIL STERILIZER SHALL BE EPA REGISTERED OF LIQUID GUIDANCE ADVISE THE OWNER IMMEDIATELY. CONSTRUCT ANY PORTION OF THE WORK THAT IS IN CONFLICT COMPOSITION AND OF PRE - EMERGENCE DESIGN. G. GATE FRAMES SHALL HAVE A FULL - HEIGHT VERTICAL UNTIL CONFLICT IS RESOLVED BY CRICKET'S REPRESENTATIVE. N. IF A DITCH LIES WITH SLOPES GREATER THAN TEN BRACE AND A FULL -WIDTH HORIZONTAL BRACE, SECURED IN . C. SOIL STABILIZER FABRIC 8E MIRAFI OR EQUAL - SOOX AT PERCENT, MOUND DIVERSIONARY HEADWALLS IN THE DITCH FOR PLACE BY USE OF GATE BRACE CLAMPS. SHEET NUMBER ACCESS ROAD AND SOAK AT COMPOUND. 6' -0 ".ABOVE THE CULVERT ENTRANCE. GN -1 . • f . H. GATE HINGES SHALL BE MERCHANTS METAL MODEL 64386 1.02 RELATED WORK 2.05 CONCRETE MIX E. EXPOSED SLAB SURFACES SHALL BE CONSOLIDATED. LCW WireleSS HINGE ADAPTER WITH MODEL 6409, 188 DEGREE ATTACHMENT, SCREENED, FLOATED, AND STEEL TROWELED. HAND OR LLC dba OR EQUAL. A. COORDINATE UNDER SLAB CONDUIT. A. CONCRETE SHALL BE PROPORTIONED FOR WORKABILITY, POWER- DRIVEN EQUIPMENT MAY BE USED FOR FLOATING SHALL MAXIMUM DENSITY, STRENGTH, AND DURABILITY REOUIREMENTS IN BE STARTED AS SOON AS THE SCREENED SURFACE HAS Cricket LCW I. THE GUIDE (LATCH ASSEMBLY) SHALL BE TAMPER PROOF. B. COORDINATE WITH GROUNDING. ACCORDANCE WITH ACI 301, THE 28 -DAY DESIGN COMPRESSIVE ATTAINED A STIFFNESS TO PERMIT FINISHING OPERATIONS. STRENGTH OF CONCRETE SHALL BE AS SPECIFIED ON THE FLOATING SHALL BE CONTINUED THE MINIMUM TIME REQUIRED TO J. LATCHES. STOPS. AND KEEPERS SHALL BE PROVIDED FOR 1.03 APPLICABLE STANDARDS DRAWINGS. CONCRETE FURNISHED MAY BE A COMMERCIAL PRODUCE A SURFACE UNIFORM IN TEXTURE AND FREE FROM 3995 FAIRVIEW INDUSTRIAL DRIVE SE ALL GATES. READY -MIX PROVIDED THAT DELIVERY TO THE PLACING LOCATION SCREENED MARKS OR OTHER IMPERFECTIONS. THE FINAL FINISH SUITE 120 A. ACI -301 - SPECIFICATIONS FOR STRUCTURAL CONCRETE IS SATISFACTORILY ESTABLISHED AS OCCURRING NOT LATER THAN SHALL BE PRODUCED BY USE OF STEEL - BLADED FINISHING SALEM. OR 97302 K. ALL STOPS SHALL HAVE A FULL- HEIGHT PLUNGER BAR BUILDINGS. 45 MINUTES AFTER ADDITION OF WATER TO THE MIX. SLUMP OF TROWELS. STEEL TROWLING SHALL COMMENCE ONLY AFTER THE PHONE: (503) 315 -7833 WITH DOME CAP. DELIVERED CONCRETE SHALL NOT EXCEED 5 ". SURFACES TO BE FINISHED HAVE BEEN BROUGHT TO CORRECT FAX: (503) 318 -7840 B. ACI 347 - GUIDE TO FORMWORK FOR CONCRETE. ELEVATION AND ALL SURFACE IMPERFECTIONS CORRECTED. AND L DOUBLE GATES SHALL HAVE A FULL - HEIGHT PLUNGER BAR B. THE FOLLOWING STRENGTHS SHALL BE USED: SHALL BE CONTINUED ONLY UNTIL THE SURFACE IS SMOOTH WITH DOME CAP. C. ASTM C33 - CONCRETE AGGREGATES. AND UNIFORM IN TEXTURE AND APPEARANCE. IF FREE WATER IS PREPARED BY: 1. FENCE POSTS FOUNDATIONS - DESIGN BROUGHT TO THE SURFACE DURING THE FINISHING OPERATIONS, M. A NO. 7 GAUGE ZINC COATED TENSION WIRE SHALL BE D. ASTM C94 - READY -MIXED CONCRETE. COMPRESSIVE STRENGTH AT 28 DAYS OF 2,000 PSI. IT SHALL BE REMOVED BY SPONGING. FINISHING SHALL BE USED AT THE BOTTOM OF THE FABRIC, TERMINATED WITH BAND TIMED AND PERFORMED SO THAT EXTRA WATER NEED NOT BE CLIPS AT CORNER AND GATE POSTS. E. ASTM C150 - PORTLAND CEMENT. 2. EQUIPMENT FOUNDATIONS - DESIGN COMPRESSIVE APPLIED TO THE SURFACE BEING TROWELED. STRENGTH AT 28 DAYS OF 4,000 PSI. N. A 6" X 1/2" EYE -BOLT TO HOLD TENSION WIRE WILL BE F. ASTM C260 - AIR- ENTRAINING ADMIXTURES FOR 3.05 PATCHING PLACED AT LINE POSTS. CONCRETE. 3. ALL OTHER CONCRETE NOT SPECIFIED - DESIGN ���� COMPRESSIVE STRENGTH AT 28 DAYS OF 3,000 PSI. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY 0. STRETCHER BARS SHALL BE 3/16" X 3/4" OR HAVE G. ASTM C309 - LIQUID MEMBRANE FORMING COMPOUNDS UPON REMOVAL OF THE FORMS TO OBSERVE CONCRETE EQUIVALENT CROSS SECTIONAL AREA. FORMING COMPOUNDS FOR CURING CONCRETE. 4. CONCRETE SPECIFICATION FOR MONOPOLE OR SURFACE CONDITIONS. IMPERFECTIONS SHALL BE PATCHED TOWER FOUNDATION SHALL CONFORM TO MANUFACTURER'S ACCORDING TO THE ENGINEER'S DIRECTION. STRATEGIC ARCHITECTURAL & P. ALL CORNER, GATE AND END PANELS SHALL HAVE A 3/8° H. ASTM C494 - CHEMICAL ADMIXTURES FOR CONCRETE. RECOMMENDATIONS. ENGINEERING SERVICES, INC. TRUSS ROD WITH TURNBUCKLES AND BE BRACED WITH ON 3.06 DEFECTIVE CONCRETE 4630 CAMPUS DRIVE SUITE 101 I. ASTM A615 - STEEL WELDED WIRE FABRIC FOR CONCRETE 1 -5 /8" HORIZONTAL COMPRESSION MEMBER, SECURELY REINFORCEMENT. C. USE ACCELERATING ADMIXTURES IN COLD WEATHER ONLY NEWPORT BEACH, CA 92660 ATTACHED WITH IRON FITTINGS. WHEN APPROVED BY THE ENGINEER. USE OF ADMIXTURES WILL THE CONTRACTOR SHALL NOTIFY OR REPLACE CONCRETE NOT J. ASTM A185 - STEEL WELDED WIRE FABRIC FOR CONCRETE NOT RELAX COLD WEATHER PLACEMENT REQUIREMENTS. CONFORMING TO REQUIRED LEVELS AND LINES, DETAILS, AND R. PROVIDE OTHER HARDWARE INCLUDING BUT NOT LIMITED ELEVATIONS AS SPECIFIED IN ACI 301. REINFORCEMENT, 0. USE SET - RETARDING ADMIXTURES DURING HOT WEATHER TO TIE CLIPS, BAND CLIPS AND TENSION BAND CLIPS. S. BARBED WIRE GATE GUARDS SHALL BE FITTED WITH DOME 1.04 QUALITY ASSURANCE ONLY WHEN APPROVED BY THE ENGINEER. 3.07 PROTECTION CAPS. E. ADD AIR ENTRAINING AGENT TO CONCRETE MIX FOR A. IMMEDIATELY AFTER PLACEMENT. THE CONTRACTOR SHALL CONCRETE MATERIALS AND OPERATIONS SHALL BE TESTED AND CONCRETE WORK SUBJECT TO OR EXPOSED TO EXTERIOR. PROTECT THE CONCRETE FROM PREMATURE DRYING, T. BARBED WIRE SUPPORT ARMS SHALL BE CAST IRON WITH INSPECTED BY THE ENGINEER. EXCESSIVELY HOT OR COLO TEMPERATURES. AND MECHANICAL SAES PDX -159 -8 SET BOLT AND LOCK WIRE IN THE ARM. PART 3 - EXECUTION INJURY. FINISHED WORK SHALL BE PROTECTED. PROJ. NO. 1.05 TESTS U. ALL CAPS SHALL BE CAST STEEL. CONCRETE MATERIALS AND OPERATIONS SHALL BE TESTED AND 3.01 INSPECTION B. CONCRETE SHALL BE MAINTAINED WITH MINIMAL MOISTURE LOSS AT RELATIVELY CONSTANT TEMPERATURE FOR PERIOD V. INSTALL REDWOOD SLATTING IN BETWEEN ALL FABRIC WIRE INSPECTED BY THE ENGINEER AS THE WORK PROGRESSED. THE CONTRACTOR SHALL VERIFY ANCHORS. SEATS, NECESSARY FOR HYDRATION OF CEMENT AND HARDENING OF DRAWN BY: HC - FULL HT. FAILURE TO DETECT ANDY DEFECTIVE WORK OR MATERIAL SHALL PENETRATIONS, PLATES, REINFORCEMENT. AND OTHER ITEMS TO CONCRETE. NOT IN ANY WAY PREVENT LATER MATERIAL REJECTION WHEN BE CAST INTO CONCRETE ARE ACCURATELY PLACED, HELD PART 3 - EXECUTION SUCH DEFECT IS DISCOVERED NOR SHALL IT OBLIGATE THE SECURELY, AND SHALL NOT CAUSE HARDSHIP IN PLACING C. ALL CONCRETE SHALL BE WATER CURED BY CONTINUOUS ENGINEER FOR FINAL ACCEPTANCE. CONCRETE. SUBMITTALS (NOT PERIODIC) FINE MIST SPRAYING OR SPRINKLING ALL 4.04 EQUIPMENT: EXCAVATE POST HOLES WITH MECHANICAL A. FIVE CONCRETE TEST CYLINDERS SHALL BE TAKEN OF THE EXPOSED SURFACES. WATER SHALL BE CLEAN AND FREE FROM q AUGER EQUIPMENT, A AND PIER CONCRETE FOUNDATION. TWO DE SHSHL SHALL TESTED 0 THREE 3.02 PREPARATION ACID. ALKALI. SLATS, OIL, SEDIMENT, OR ORGANIC MATTER. DAYS, TWO ® TWENTY -EIGHT DAYS. THE FIFTH CYLINDER SHALL SUCCESSFUL CURING SHALL BE ASSURED BY USE OF AN AMPLE D 4.05 INSPECTION: EXCAVATE POST HOLES PER CONSTRUCTION DA KEPT SEPARATELY. IF REQUIRED TO BE USED IN THE A. THE CONTRACTOR SHALL PREPARE PREVIOUSLY PLACED WATER SUPPLY UNDER PRESSURE IN PIPES, WITH ALL BE CONCRETE BY CLEANING WITH STEEL BRUSH AND APPLYING NECESSARY APPLIANCES OF HOSE SPRINKLERS. AND SPRAYING DOCUMENT CONFIRM PROPER DEPTH AND DIAMETER OF POST FUTURE. BONDING AGENT. APPLY BONDING AGENT IN ACCORDANCE WITH DEVICES. B. ONE ADDITIONAL TEST CYLINDER SHALL BE TAKEN DURING MANUFACTURER'S INSTRUCTIONS. 4.05 INSTALLATION COLD WEATHER AND CURED ON SITE UNDER SAME CONDITIONS AS CONCRETE IT REPRESENTS. 3.03 PLACING CONCRETE METALS A. POST FOUNDATIONS SHALL HAVE A MINIMUM 6" CONCRETE A. THE ENGINEER SHALL BE NOTIFIED NOT LESS THAN 24 COVER UNDER POST, C. ONE SLUMP TEST SHALL BE TAKEN FOR EACH SET OF TEST CYLINDERS TAKEN. HOURS IN ADVANCE OF CONCRETE PLACEMENT. UNLESS B. ALL FENCE POSTS SHALL BE VERTICALLY PLUMB WITHIN .. INSPECTION IS WAIVED IN EACH CASE, PLACING OF CONCRETE PART 1 - GENERAL 1/4" IN 8' -0 ". PART 2 - PRODUCT SHALL BE PERFORMED ONLY IN THE PRESENCE OF THE 0 08/11/06 1005 CD HC ENGINEER. 1.01 WORK INCLUDED FRAME, SHALL ATTACHEO WITH STRETCHER ANTD 2.01 CONCRETE MATERIALS CONCRETE SHALL NOT BE PLACED UNTIL ALL FORMWORK, A. THE WORK CONSISTS OF THE FABRICATION AND NOTES: irri r C. TENSION BAND-CLIPS AT I' -3" INTERVALS. CONCRETE SHALL BE COMPOSED OF PORTLAND CEMENT, WATER, EMBEDDED PARTS, STEEL REINFORCEMENT, FOUNDATION INSTALLATION OF ALL MATERIALS TO BE FURNISHED, AND � S /O SURFACES. AND JOINTS INVOLVED IN THE PLACING HAVE BEEN WITHOUT LIMITING THE GENERALITY THEREOF. INCLUDES ALL \ FINE AND COURSE AGGREGATES, AND ADMIXTURES AS SPECIFIED C9 D. AT LINE POSTS, FABRIC SHALL BE ATTACHED WITH BAND BELOW. ALL WELL MIXED AND BROUGHT TO PROPER APPROVED, AND UNTIL FACILITIES ACCEPTABLE TO THE CRICKET EQUIPMENT, LABOR AND SERVICES REQUIRED FOR ALL L REPRESENTATIVE HAVE BEEN PROVIDED AND MADE READY FOR STRUCTURAL STEEL WORK INCLUDING ALL ITEMS INCIDENTAL -CLIPS AT 1' -3' INTERVALS. CONSISTENCY. ACCOMPLISHMENT OF THE WORK AS SPECIFIED. CONCRETE MAY THERETO AS SPECIFIED HEREIN AND AS SHOWN ON THE �ir NOT BE ORDERED FOR PLACEMENT UNTIL ALL ITEMS HAVE BEEN DRAWINGS. INCLUDING: E. ATTACH FABRIC TO BRACE RAILS. TENSION WIRE AND A. CEMENT: CEMENT SHALL BE TYPE II, GRAY COLOR, APPROVED AND CRICKET HAS PERFORMED A FINAL INSPECTION -- TRUSS RODS WITH TIE CLIPS AT 2' -0" INTERVALS. LOW- ALKALI PORTLAND CEMENT CONFORMING TO ASTM C150. AND GIVEN APPROVAL TO START PLACEMENT TESTING. 1. STEEL FRAMING INCLUDING BEAMS. ANGLES, F. A MAXIMUM GAP OF I" WILL BE PERMITTED BETWEEN THE B. FINE AND COARSE AGGREGATES: AGGREGATES FOR USE IN CHANNELS AND PLATES. / EGON CHAIN LINK FABRIC AND THE FINAL GRADE. CONCRETE SHALL COMPLY WITH ASTM C33. B. PLACEMENT OF CONCRETE SHALL BE IN ACCORDANCE WITH ACI 301. 2. WELDING AND BOLTING OF ATTACHMENTS. G. GATES SHALL BE INSTALLED SO LOCKS ARE ACCESSIBLE C. WATER: WATER FOR MIXING AND CURING CONCRETE SHALL C. THE CONTRACTOR SHALL ENSURE THAT REINFORCEMENT, 1.02 REFERENCE STANDARDS ' �� , 11 , 2 � , P FROM BOTH SIDES. BE FREE FROM ALL, AND S D SLATS AN AND INSERTS, EMBEDDED PARTS, FORMED JOIN AND VAPOR /( A 5 ALL DELETERIOUS FREE FROM OBJECTIONABLE BARRIERS ARE NOT D DURING CONCRETE PLACEMENT. A. THE WORK SHALL CONFORM TO THE CODES AND OTHER H. GATE HINGE BOLTS SHALL HAVE THEIR THREADS PEENED STANDARDS OF THE FOLLOWING AGENCIES AS FURTHER SIGHTED OR WELDED TO PREVENT UNAUTHORIZED REMOVAL. 3.04 SURFACE FINISHES HEREIN: 2.02 ADMIXTURES EXPIRES 06/30/08 4.07 PROTECTION: UPON COMPLETION OF ERECTION, INSPECT A. SURFACES AGAINST WHICH BACKFILL OR CONCRETE SHALL 1. ASTM: AMERICAN SOCIETY FOR TESTING AND FENCE MATERIAL AND PAINT FIELD CUTS OR GALVANIZING A AIR ENTRAINMENT: AIR ENTRAINING AGENT SHALL CONFORM BE PLACED REQUIRE NO TREATMENT EXCEPT REPAIR OF MATERIALS. 196 RACE STREET, PHILADELPHIA. PA 19103, USA BREAKS WITH ZINC -BASED PAINT COLOR TO MATCH THE TO ASTM C280. THE ADMIXTURE SHALL BE ADDED AS PART OF DEFECTIVE AREA. AS PUBLISHED IN "COMPILATION OF ASTM STANDARDS IN GALVANIZING PROCESS. THE COMPUTED MIXING WATER REQUIREMENTS. AGENTS BUILDING CODES ". ////0 � PREPARED IN SOLUTION SHALL BE MAINTAINED AT A UNIFORM B. SURFACES THAT WILL BE PERMANENTLY EXPOSED SHALL STRENGTH AND SHALL BE BATCH BY MEANS OF RELIABLE PRESENT A UNIFORM FINISH PROVIDED BY THE REMOVAL OF 2. AWS: AMERICA WELDING SOCIETY INC., 2501 NW 7TH CONCRETE MECHANICAL DISPENSERS. FINS AND THE FILLING OF HOLES AND OTHER IRREGULARITIES STREET, MIAMI, FL 33125 USA AS PUBLISHED IN "CODE FOR CLEAN WATER SERVICES B. CHEMICAL ADMIXTURES: ASTM 494, TYPE A -WATER WITH DRY PACK GROUT, OR BY SACKING WITH UTILITY OR STANDARD PRACTICE FOR STEEL BUILDING AND BRIDGES ": ORDINARY GROUT. PDX -159 -B REDUCING AND RETARDING. "SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION 16580 SW 85TH AVE CAST -IN -PLACE CONCRETE C. SURFACES THAT WOULD NORMALLY BE LEVEL AND WHICH OF STRUCTURAL STEEL FOR BUILDINGS ". TIGARD OR 97224 2.03 CURING COMPOUND: ASTM C309. TYPE 1, CLASS 8: WILL BE PERMANENTLY EXPOSE TO THE WEATHER SHALL BE PART 1 - GENERAL TRANSLUCENT. SLOPED FOR DRAINAGE. UNLESS ENGINEER'S DESIGN DRAWINGS PART 2 - PRODUCTS 1.01 DESCRIPTION A. NONSHRICK GROUT: PREMIXED COMPOUND CONSISTING OF SPECIFIES A HORIZONTAL SURFACE OF SURFACES. SUCH AS 2.01 MATERIALS NONMETALLIC AGGREGATE. CEMENT. WATER REDUCING AND STAIR THREADS. WALLS, CURBS, AND PARAPETS SHALL BE WORK INCLUDES CONSTRUCTION OF CAST -IN -PLACE CONCRETE PLASTICIZING AGENTS; CAPABLE OF DEVELOPING MINIMUM SLOPED APPROXIMATELY 1/4 FT. A. STRUCTURAL STEEL: SHALL COMPLY WITH THE GENERAL NOTES FOUNDATIONS, INCLUDING FURNISHING AND INSTALLING COMPRESSIVE STRENGTH OF 7,000 PSI IN 28 DAYS. 0. SURFACES THAT WOULD BE COVERED BY BACKFILL OR REQUIREMENTS OF ASTM A36 AND A50 FOR STRUCTURAL STEEL. READY -MIX CONCRETE, REINFORCING, FORMWORK, AND CONCRETE SHALL BE SMOOTH SCREENED. ACCESSORY MATERIALS AS SHOWN ON THE DRAWINGS. B. JOINT FILLERS BITUMINOUS TYPE, ASTM 01751 OR CAST -IN -PLACE CONCRETE INCLUDES ALL SITE CONCRETE. NON - BITUMINOUS TYPE. ASTM 01752. SHEET NUMBER INCLUDING FOUNDATIONS, SLABS ON GRADE, EQUIPMENT PADS, AND GUARDPOST FOUNDATIONS. C. ANCHOR BOLTS: ASTM A307, UNPRIMED. GN -2 . " . s , 1 2.02 WELDING F. INSTALL COAXIAL CABLES AND TERMINATIONS BETWEEN C. MATERIALS: ALL SIMILAR MATERIALS AND EQUIPMENT SHALL CIRCUIT BREAKERS LCW Wireless, ANTENNAS AND EQUIPMENT PER MANUFACTURER'S BE THE PRODUCT OF THE SAME MANUFACTURER WHERE NO LLC dba A. ALL WELDING SHALL BE DONE BY CERTIFIED WELDERS. RECOMMENDATIONS. WEATHERPROOF ALL CONNECTORS BETWEEN SPECIFIC MATERIAL APPARATUS OR APPLIANCE IS MENTIONED. A, PROVIDE MOLDED CASE, BOLT -ON, THERMAL MAGNETIC CERTIFICATION DOCUMENTS SHALL BE MADE AVAILABLE FOR THE ANTENNA AND EQUIPMENT PER MANUFACTURER'S MANUFACTURER MAY BE USED PROVIDING IT CONFORMS TO THE TRIP, SINGLE, TWO, OR THREE POLE BRANCH CIRCUIT BREAKERS Cricket LCW ENGINEER'S AND /OR OWNER'S REVIEW IF REQUESTED. REQUIREMENTS. TERMINATE ALL COAXIAL CABLE THREE (3) FEET CONTRACT REQUIREMENTS AND MEETS THE APPROVAL OF THE AS SHOWN ON DRAWINGS. MULTIPLE POLE BREAKERS SHALL BE IN EXCESS OF ENTRY PORT LOCATION UNLESS OTHERWISE OWNER. MATERIAL AND EQUIPMENT SHALL BE THE STANDARD SINGLE HANDLE. COMMON TRIP, A/C RATING TO MATCH EXISTING B. WELDING ELECTRODES FOR MANUAL SHIELDED METAL ARC STATED. PRODUCTS OF MANUFACTURER'S REGULARLY ENGAGED IN THE OR AS REQUIRED FOR AVAILABLE FAULT CURRENTS. 3995 FAIRVIEN INDUSTRIAL DRIVE SE WELDING SHALL CONFORM TO ASTM 1 -233, E70 SERIES. BARE PRODUCTIONS OF SUCH MATERIAL AND SHALL BE THE ELECTRODES AND GRANULAR FLUX USED IN THE SUBMERGED G. ANTENNA AND COAXIAL CABLE GROUNDING: MANUFACTURER'S CURRENT IN STANDARD AND DESIGN. GROUNDING SUITE 120 ARC PROCESS SHALL CONFORM TO AISC SPECIFICATIONS. SALEM, OR 97302 7833 1. ALL EXTERIOR #6 GREEN GROUND WIRE DAISY CHAIN D. EXECUTION: FABRICATION, ERECTION, AND INSTALLATION OF 1. , ALL ELECTRICAL AND GROUNDING AT THE CELL SITE SHALL PHONE: (503) 57 C. FIELD WELDING SHALL BE DONE AS PER AWSDI.1 THE COMPLETE ELECTRICAL SYSTEM SHALL BE DONE IN A FIRST COMPLU WITH THE NATIONAL ELECTRICAL CODE (NEC), NATIONAL FAX (503) 3118 8 -78440 0 REQUIREMENTS VISUAL INSPECTION IS ACCEPTABLE. CONNECTIONS ARE TO BE WEATHER SEALED WITH ANDREWS CLASS WORKMANLIKE MANNER BY QUALIFIED PERSONNEL FIRE PROTECTION ASSOCIATION (NFPA CONNECTOR /SPLICE WEATHERPROOFING DIT TYPE 3221213 OR ) 780 (LATEST EDITION), IN SUCH D. STUD WELDING SHALL BE ACCOMPLISHED BY CAPACITOR EQUIVALENT. ORDERLY EXPERIENCED MANNER SO AS O NOT TO HOLD OF THE AND MANUFACTURER. PREPARED BY: IN AN DISCHARGE (CD) WELDING TECHNIQUE USING MIDWEST 2. ALL COAXIAL CABLE GROUNDING KITS ARE TO BE PROJECT. 2. IF THE AC PANEL IN THE POWER CABINET IS WIRED AS OR EQUAL. INC. CDI00 CAPACITOR DISCHARGE STUD WELDER INSTALLED ON STRAIGHT RUNS OF COAXIAL CABLE (NOT WITHIN SERVICE ENTRANCE, THE AC SERVICE GROUND CONDUCTOR BENDS). E. PERFORMANCE TESTS: THOROUGHLY TEST FEEDERS, SHALL BE CONNECTED TO GROUND ELECTRODE SYSTEM. WHEN EQUIPMENT AND ALL CIRCUITS FOR PROPER OPERATING THE AC PANEL IN THE POWER CABINET IS CONSIDERED A 2.2 PROVIDED STUD FASTENERS OF MATERIALS AND SIZES CONDITIONS AND FREEDOM FROM GROUNDS AND SHOT CIRCUITS SUB -PANEL, THE GROUND WIRE SHALL BE INSTALLED IN THE AC SHOWN ON DRAWINGS OR AS RECOMMENDED BY THE 02 RELATED WORK BEFORE ACCEPTANCE IS REQUESTED. ALL EQUIPMENT, POWER CONDUIT. THE INSTALLATION SHALL BE PER LOCAL AND MANUFACTURER FOR STRUCTURAL LOADINGS REQUIRED. FURNISH THE FOLLOWING WORK AS SPECIFIED UNDER APPLIANCES, AND DEVICES SHALL BE OPERATED UNDER LOAD NATIONAL ELECTRIC CODE (NFPA -70). CONDITIONS. OREEI CONSTRUCTION DOCUMENTS, BUT COORDINATE WITH OTHER 2.3 FOLLOW MANUFACTURERS SPECIFICATIONS AND TRADES PRIOR TO BID: 3. EXOTHERMIC WELDING IS RECOMMENDED FOR GROUNDING INSTRUCTIONS TO PROPERLY SELECT AND INSTALL STUD WELDS. F. AS -BUILT DRAWINGS: DURING PROCESS OF THE WORK, CONNECTION WHERE PRACTICAL OTHERWISE, THE CONNECTION STRATEGIC ARCHITECTURAL & 1. FLASHING OF OPENING INTO OUTSIDE WALLS. MAINTAIN AN ACCURATE RECORD OF THE INSTALLATION OF THE SHALL BE MADE USING COMPRESSION TYPE -2 HOLES. LONG ENGINEERING SERVICES, INC. 2.03 BOLTING SYSTEM, LOCATING EACH CIRCUIT PRECISELY BY DIMENSION. BARREL LUGS OR DOUBLE CRIMP CLAMP "C" CLAMP. THE 4630 CAMPUS DRIVE SUITE 101 2. SEALING AND CAULKING ALL OPENINGS. UPON COMPLETION OF THE INSTALLATION, TRANSFER ALL COPPER CABLES SHALL BE COATED WITH ANTIOXIDANT (COPPER NEWPORT BEACH, CA 92660 A. BOLTS SHALL BE 3/4" (MINIMUM) CONFORMING TO ASTM RECORD DATA TO BLUE LINE PRINTS OF THE ORIGINAL SHIELD) BEFORE MAKING THE CRIMP CONNECTIONS. THE A325, HOT DIP GALVANIZED OR ASTM A153. NUTS SHALL BE 3. PAINTING. DRAWINGS. MANUFACTURER'S TORQUING RECOMMENDATIONS ON THE BOLT HEAVY HEX TYPE. ASSEMBLY TO SECURE CONNECTIONS ARE TO BE FOLLOWED. 4. CUTTING AND PATCHING RACEWAYS, BOXES, AND FITTINGS B. ALL BOLTS SHALL BE INSTALLED IN SLIP CRITICAL 4. THE ANTENNA CABLES SHALL BE GROUNDED AT THE TOP CONNECTIONS CONFORMING TO AISC METHOD. CONFORMING TO A. CONDUITS, ELECTRICAL, METALLIC TUBING (MET): MILD THE 1/4 TURN METHOD. 1.03 REQUIREMENTS OF REGULATOR AGENCIES STEEL, ZINC COATED ON THE OUTSIDE AND EITHER ZINC COATED AND BOTTOM OF THE VERTICAL RUN FOR LIGHTING PROTECTION. OR COATED WITH AN APPROVED CORROSION RESISTANT COATING THE ANTENNA CABLE SHIELD SHALL BE BONDED TO A COPPER A. FURNISH U.L. LISTED EQUIPMENT WHERE SUCH LABEL IS GROUND BUS AT THE LOWERMOST POINT OF A VERTICAL RUN 2.04 FABRICATIONS ON THE INSIDE. MAXIMUM, SIZE 2 ELECTRICAL TRADE SIZE SAES PDX -159 -B AVAILABLE. INSTALL IN CONFORMANCE WITH U.L. STANDARDS UNLESS NOTED ON THE DRAWINGS OR SPECIFICALLY APPROVED JUST BEFORE IT BEGINS TO BEND TOWARD THE HORIZONTAL PROJ. NO. WHERE APPLICABLE. PLANE. WIRE RUNS TO GROUND SHALL BE KEPT AS STRAIGHT A. FABRICATION OF STEEL SHALL CONFORM TO THE RISC AND FOR EQUIPMENT CONNECTIONS. SIZES NOT NOTED ON DRAWINGS AND SHORT AS POSSIBLE. THE ANTENNA CABLE SHIELD SHALL AWS STANDARDS CODES. SHALL BE AS REQUIRED BY NEC. B. INSTALL ANTENNA, ANTENNA CABLES, GROUNDING SYSTEM BE GROUNDED JUST BEFORE ENTERING THE CELL CABINET. ANY 2.05 FINISH IN ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS IN EFFECT 8. CONDUIT FITTINGS: CONNECTORS AND COUPLINGS: EMT ANTENNA CABLES OVER 200 FEET IN LENGTH SHALL ALSO BE DRAWN BY: HC AT PROJECT LOCATION AND RECOMMENDATIONS OF STATE AND COUPLINGS AND CONNECTORS EITHER STEEL OR MALLEABLE EQUIPPED WITH ADDITIONAL GROUNDING AT MID- POINT. LOCAL BUILDING CODES HAVING JURISDICTION OVER SPECIFIC A. STRUCTURAL STEEL EXPOSED TO WEATHER SHALL BE PORTIONS WORK. THE WORK INCLUDES. BUT IS NOT LIMITED IRON ONLY. CONCRETE TIGHT OR RAIN TIGHT AND EITHER THE HOT -DIP GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH TO THE FOLLOWING: 5. ALL GROUNDING CONDUCTORS INSIDE THE BUILDING SHALL LLOWING: GLAND AND COMPRESSION TYPE OR THE STAINLESS STEEL BE RUN IN CONDUIT RACEWAY SYSTEM, AND SHALL BE SUBMITTALS ASTM Al23. MULTIPLE LOCKING G TYPE, CONNECTORS TO HAVE INSULATED INSTALLED AS STRAIGHT AS PROCTICAL WITH MINOR BENDS TO THROATS. EMT FITTINGS USING SET SCREWS OR INDENTATIONS 1. EIA - ELECTRONIC INDUSTRIES ASSOCIATION RS -22. AVOID OBSTRUCTIONS. THE MINIMUM BENDING RADIUS OF ANY 2.06 PROTECTION AS A MEANS OF ATTACHMENT ARE NOT TO BE PERMITTED. #2 STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND BUSHINGS: INSULATED TYPE, DESIGNED TO PREVENT ABRASION N GROUNDING CONDUCTOR IS 8 ". PVC RACEWAY MAY BE ANTENNA SUPPORTING STRUCTURES. FLEXIBLE OR RIGID PER THE FIELD CONDITIONS. GROUNDING A. UPON COMPLETION OF ERECTION INSPECT ALL GALVANIZED OF WIRES WITHOUT IMPAIRING THE CONTINUITY OF THE CONDUIT, CONDUCTORS SHALL NOT MAKE CONTACT WITH ANY METALLIC STEEL AND PAINT ANY FIELD CUTS, WELDS, OR GALVANIZED INC AND RIGID ALUMINUM CONDUIT. BREAKS WITH ZINC BASED PAINT, COLOR TO MATCH THE 2. FM - FEDERAL AVIATION ADMINISTRATION ADVISORY CONDUITS, SURFACES, OR EQUIPMENT. GALVANIZING PROCESS. CIRCULAR AC 70/7480 -IH, CONSTRUCTION MARKING AND C. CONDUIT INSTALLATIONS. CONDUITS SYSTEMS, EMT, OR LIGHTING. RIGID NONMETALLIC CONDUIT UNLESS NOTED. CONDUIT 6. PROVIDE PVC SLEEVES WHERE GROUNDING CONDUCTORS 3.01 ERECTION OF STEEL 3. FCC - FEDERAL COMMUNICATION COMMISSION RULES INSTALLATION: INSTALL CONCEALED CONDUIT AND EMT IN AS PASS THROUGH THE BUILDING WALLS AND /OR CEILINGS. AND REGULATIONS FORM 715, OBSTRUCTION MARKING AND DIRECT LINES AS POSSIBLE. INSTALL EXPOSED CONDUITS AND A. PROVIDE ALL ERECTION EQUIPMENT, BRACING. PLANKING, LIGHTING SPECIFICATION FOR ANTENNA STRUCTURES. EMT PARALLEL TO OR AT RIGHT ANGLES TO THE LINES OF THE 7. INSTALL GROUND BUSHINGS ON ALL METALLIC CONDUITS FIELD BOLTS, NUTS, WASHERS, DRIFT PINS, AND SIMILAR BUILDING. RIGHT ANGLE BENDS IN EXPOSED CONDUIT AND EMT AND BOND TO THE EQUIPMENT GROUND BUS IN THE MATERIALS WHICH DO NOT FORM A PART OF THE COMPLETED RUNS SHALL BE MADE WITH STANDARD ELBOWS, SCREW JOINTED PANELBOARD. CONSTRUCTION, BY AR NECESSARY FOR ITS PROPER ERECTION, 4 . AISC - AMERICAN INSTITUTE OF STEEL CONDUIT FITTINGS OR CONDUIT BENT TO RADIUS NO LESS THAN 0 08/11/06 100% CD HC CONSTRUCTION FOR STRUCTURAL JOINTS USING ASTM 1325 OR THOSE OF STANDARD ELBOWS. 8. GROUND ANTENNA BASES, FRAMES, CABLE RACKS, AND A490 BOLTS. B. ERECT AND ANCHOR ALL STRUCTURAL STEEL IN OTHER METALLIC COMPONENTS WITH #2 GROUNDING 1✓K SHALL BE REFERENCE TO 5. NEC - NATIONAL ELECTRIC CODE - ON TOWER CONDUITS CONDUIT AVID EMT MOREE 8 FEET WITH NOT GROUND CONNECTION DETAILS SHALL FOLLOW MOUNTED NOTES: , (JF F S � THE CONSTRUCTION OF THE BUILDING LIGHTING KITS. LESS THAN TWO ELBOW OR BEND INCLUDING RUNS ABOVE MANUFACTURER'S SPECIFICATIONS FOR GROUNDING. � E NGINE si SUSPENDED CEILINGS AND WITHIN 3 FEET OF ALL JUNCTIONS 2 C. TEMPORARY BRACING, GUYING, AND SUPPORT SHALL BE 6. UL - UNDERWRITER'S LABORATORIES APPROVED BOXES, SWITCHES, FITTINGS, ETC. INSTALL ONE HOLD PIPE 9. GROUND COAXIAL SHIELD AT BOTH ENDS USING O� % PROVIDED TO KEEP THE STRUCTURE SET AND ALIGNED AT ALL ELECTRICAL PRODUCTS. STRAPS ON CONDUITS 1 INCH OR SMALLER INSTALL INDIVIDUAL MANUFACTURER'S GUIDELINES. // '� TIMES DURING CONSTRUCTION, AND TO PREVENT DANGER TO PIPE HANGERS FOR CONDUITS LARGER THAN 1 INCH. SPRING J PERSONS AND PROPERTY. CHECK ALL TEMPORARY LOADS AND 7. IN ALL CASES, PART 77 OF THE FAA RULES AND STEEL FASTENERS WITH HANGER RODS MAY BE USED IN DRY 10. GROUND FIELD TEST PROCEDURE i�- STAY WITHIN SAFE CAPACITY OF ALL BUILDING COMPONENTS. PARTS 17 AND 22 OF THE FCC RULES ARE APPLICABLE AND IN LOCATIONS IN LIEU OF PIPE STRAPS. THE EVENT OF CONFLICT, SUPERSEDE ANY OTHER STANDARDS THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE A "FALL OREGON OR SPECIFICATIONS. CONDUCTORS SPECIAL CONSTRUCTION OF POTENTIAL" TEST ON THE NEW SUPPLEMENTAL GROUND FIELD ANTENNA INSTALLATION 8. LIFE SAFETY CODE NFPA, LATEST EDITION. A. WIRES AND CABLES (600 ) 600 VOLTS : CONFORM TO THE PRIOR TO FINAL CONNECTION OF THE GROUNDING SYSTEM TO SP L/4 Y Oo � , EQUIPMENT. THE TEST SHALL BE PERFORMED BY A QUALIFIED ,S, 11 , 2 .r APPLICABLE UL NO IPCEA STANDARDS FOR THE USE INTENDED. AND CERTIFIED TESTING AGENT. PROVIDE INDEPENDENT TEST q / S PART 1 - GENERAL ELECTRICAL SPECIFICATIONS COPPER CONDUCTORS WITH 600 VOLTS INSULATION UNLESS RESULTS TO THE PROJECT MANAGER FOR REVIEW. THE GROUND AHN1E OTHERWISE SPECIFIED OR NOTED ON THE DRAWING. STRANDED SYSTEM RESISTANCE TO EARTH GROUND SHALL NOT EXCEED TEN CONDUCTORS FOR NO. 8 OR LARGER WHERE ELSEWHERE (10) OHSM. IF THE GROUND TEST EXCEEDS THE MAXIMUM OF 1.01 WORK INCLUDED SPECIFIED OR NOTED ON THE DRAWINGS. USE OF ALUMINUM CONDUCTORS WILL NOT BE PERMITTED. INSULATION SHALL BE 10 OHMS, THE CONTRACTOR SHALL BE RESPONSIBLE TO A. ANTENNAS AND COAXIAL CABLES ARE FURNISHED BY A. REQUIREMENTS: FURNISH ALL LABOR, MATERIALS, SERVICE, TYPE THHN/THWN INSULATION 75' C FOR ALL CONDUCTORS, MEET 1D OHMS G L D CNNECTIONS AS REQUIRED TO EXPIRES 06/30/08 I M. CRICKET UNDER SEPARATE CONTRACT. THE CONTRACTOR SHALL EOUIPMENT, AND APPLIANCES REQUIRED TO COMPLETE THE OTHERWISE SPECIFIED CONDUCTORS COLOR -CODED IN _ / ASSIST ANTENNA INSTALLATION CONTRACTOR IN TERMS OF INSTALLATION OF THE COMPLETE ELECTRICAL SYSTEM IN ACCORDANCE WITH NEC. CONNECT ALL CONDUCTORS OF THE a �7 (rI��O COORDINATIONS AND SITE ACCESS. ERECTION SUBCONTRACTOR ACCORDANCE WITH THE SPECIFICATIONS AND CONTRACT SAME PHASE CONDUCTOR, COLOR COOING SHALL BE A- BLACK, SHALL BE RESPONSIBLE FOR THE PROPERTY. DRAWINGS. B -RED. N- WHITE, WITH GREEN FOR ALL GROUND CONDUCTORS. B. INSTALL ANTENNAS AS INDICATED ON DRAWINGS AND B. REQUIREMENTS OF REGULATORY AGENCIES AND STANDARDS: B. CONNECTORS AND LUGS: FOR COPPER CONDUCTORS NO. 6 CLEAN WATER SERVICES CRICKET COM. SPECIFICATIONS. INSTALLATION, MATERIAL, EQUIPMENT AND WORKMANSHIP SHALL AND SMALLER: 3M SCOTCH -LOK OR T & B STA -KON CONFORM TO THE APPLICABLE PROVISIONS OF THE NATIONAL COMPRESSION OF INDENT TYPE CONNECTORS WITH INTEGRAL OR PDX -159 -B C. INSTALL GALVANIZED STEEL ANTENNA MOUNTS AS INDICATED ELECTRIC CODE (NEC) - APPLICABLE STATE ELECTRIC CODES, SEPARATE INSULATING CAPS. FOR COPPER CONDUCTORS LARGER 16580 SW 85TH AVE ON DRAWINGS. THE NATIONAL ELECTRICAL SAFETY CODES (NESC), AND THE THAN NO. 6 SOLDERLESS, INDENT HEX SCREW OR BOLT TYPE TIGARD OR 97224 TERMS AND THE CONDITIONS OF THE AUTHORITIES HAVING PRESSURE CONDUCTORS. PROPERLY TAPED OR INSULATED. D. INSTALL FURNISHED GALVANIZED STEEL OR ALUMINUM LAWFUL JURISDICTION PERTAINING TO THE WORK REQUIRED. ALL WAVEGUIDE AS INDICATED ON DRAWINGS. MODIFICATIONS REQUIRED BY THESE CODES, RULES, C. SPUCES: ( VOLTS AND UNDER): CONDUCTOR LENGTHS REGULATIONS, AND AUTHORITIES SHALL BE MADE BY THE SHALL BE CONTINUOUS FROM TERMINATION TO TERMINATION E. CONTRACTOR SHALL PROVIDE FOUR (4) SETS OF SWEEP CONTRACTOR WITHOUT ADDITIONAL CHARGE TO THE WITHOUT SPLICES UNLESS APPROVED BY THE BUILDING GENERAL. NOTES TEST UNDER HEWLETT - PACKARD 87136 RF SCALAR NETWORK UNDERWRITER'S LABORATORIES (UL): ALL MATERIALS, INSPECTOR. ANALYZER. SUBMIT FREQUENCY DOMAIN REFLECTOMETER (FDR) APPLIANCES. OR DEVICES SHALL CONFORM TO THE APPLICABLE TEST RESULTS TO THE PROJECT MANAGER. TESTING SHALL BE STANDARDS OF UNDERWRITER'S LABORATORIES, INC. THE LABEL BOUND AND SUBMITTED WITHIN ONE WEEK OF WOK COMPLETION. OF, OR LISTING BY: U.L. IS REQUIRED. SHEET NUMBER GN -3 L • - .s 1 • LCW Wireless, GENERAL NOTES LLC dba 1. CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS Cricket LCW PRIOR TO SUBMITTING BID. ANY QUESTIONS ARISING DURING THE BID PERIOD IN REGARDS TO THE CONTRACTORS FUNCTIONS, THE 3995 FAIRVIEW INDUSTRIAL DRIVE SE SCOPE OF WORK, OR ANY OTHER ISSUE RELATED TO THIS SUITE 120 PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH SALEM, OR 97302 THE PROJECT MANAGER FOR CLARIFICATION, NOT AFTER THE PHONE: (503) 315 -7833 CONTRACT HAS BEEN AWARDED. FAX: (503) 318 -7840 2. LOCATION OF EQUIPMENT, CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE PREPARED BY COORDINATED WITH FIELD CONDITIONS PRIOR TO ROUGH -IN. 3. THE CONDUIT RUNS AS SHOWN ON THE PLANS ARE APPROXIMATE. EXACT LOCATION AND ROUTING SHALL BE PER EXISTING FIELD CONDITIONS. 4. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR REQUIRED BY NEC. 5. ALL CONDUITS SHALL BE MET WITH BENDS MADE IN ACCORDANCE WITH NEC TABLE 346 -10. NO RIGHT ANGLE DEVICE STRATEGIC ARCHITECTURAL & OTHER THAN STANDARD CONDUIT ELBOWS WITH 12" MINIMUM ENGINEERING SERVICES, INC. INSIDE SWEEPS FOR ALL CONDUITS 2" OR LARGER. 4630 CAMPUS DRIVE SUITE 101 NEWPORT BEACH, CA 92660 6. ALL CONDUIT TERMINATIONS SHALL BE PROVIDED WITH PLASTIC THROAT INSULATING GROUNDING BUSHINGS. 7. ALL WIRE SHALL BE TYPE THWN, SOLID, ANNEALED COPPER UP TO SIZE #10 AWG ( #8 AND LARGER SHALL BE CONCENTRIC STRANDED) 75 DEGREE C. (167 DEGREES F). 98% CONDUCTIVITY, MINIMUM #12. 1 • 8. ALL WIRES SHALL BE TAGGED AT ALL PULL BOXES, I SAES PDX -159 -8 I J- BOXES, EQUIPMENT BOXES AND CABINETS WITH APPROVED PROD. NO. PLASTIC TAGS, ACTION CRAFT, BRADY, OR APPROVED EQUAL. 9. ALL NEW MATERIAL SHALL HAVE A U.L. LABEL. DRAWN BY: HC 10. CONDUIT ROUGH -IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION TO CONFLICTS. VERIFY WITH MECHANICAL CONTRACTOR AND COMPLY AS SUBMITTALS REQUIRED. _ I1. ALL PANEL DIRECTORIES SHALL BE TYPEWRITTEN NOT HAND WRITTEN. 12. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE SPECIFICATIONS AND NEC. THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES, PULLBOXES, AND ALL DISCONNECT SWITCHES, STARTERS, AND EQUIPMENT CABINETS. 13. THE CONTRACTOR SHALL PREPARE AS -BUILT DRAWINGS, DOCUMENT ANY AND ALL WIRING AND EQUIPMENT CONDITIONS AND CHANGES WHILE COMPLETING THIS CONTRACT. SUBMIT AT 0 08/11/06 100% CD HC SUBSTANTIAL COMPLETION. 14. ALL DISCONNECT SWITCHES AND OTHER CONTROLLING ED rK DEVICES SHALL BE PROVIDED WITH ENGRAVED LAMICOID NOTES: �R ES NAMEPLATES INDICATING EQUIPMENT CONTROLLED, BRANCH CIRCUITS INSTALLED ON, AND PANEL FIELD LOCATIONS FED FROM (NO EXCEPTIONS). / 15. ALL ELECTRICAL DEVICES AND INSTALLATIONS OF THE DEVICES SHALL COMPLY WITH (ADA) AMERICANS WITH _ ' - M/ DISABILITIES ACT AS ADOPTED BY THE APPUCABLE STATE. I 16. PROVIDE CORE DRILLING AS NECESSARY FOR PENETRATIONS OREGON OR RISERS THROUGH BUILDING. DO NOT PENETRATE STRUCTURAL MEMBERS IN FIRE APPROVAL py � q Y it �Op S�•P SHALL BE PACKED WITH FIRE RATED MATERIAL WHICH SHALL / AHMEp MAINTAIN THE FIRE RATING OF THE WALL OR STRUCTURE. FILL FOR FLOOR PENETRATIONS SHALL PREVENT PASSAGE OF WATER, SMOKE, FIRE AND FUMES. ALL MATERIAL SHALL BE UL APPROVED FOR THIS PURPOSE. I EXPIRES 06/30/08 I 17. ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT (NEW AND EXISTING) SHALL BE FIELD VERIFIED WITH THE OWNER'S Q �� e REPRESENTATIVE AND EQUIPMENT SUPPLIER PRIOR TO ROUGH -IN u / OF CONDUIT AND WIRE. ALL EQUIPMENT SHALL BE PROPERLY CONNECTED ACCORDING TO THE NAMEPLATE DATA FURNISHED O CLEAN WATER SERVICES 18, THE EQUIPMENT (THE DESIGN OF THESE PLANS ARE BASE PDX -159 -B UPON BEST AVAILABLE INFORMATION AT THE TIME OF DESIGN 16580 SW 85TH AVE AND SOME EQUIPMENT CHARACTERISTICS MAY VARY FROM DESIGN TIGARD OR 97224 AS SHOWN ON THE DRAWINGS). LOCATION OF ALL OUTLET, BOXES. ETC., AND THE TYPE OF CONNECTION (PLUG OR DIRECT) • SHALL BE CONFIRMED WITH THE OWNER'S REPRESENTATIVE PRIOR TO ROUGH -IN. GENERAL NOTES SHEET NUMBER GN -4 L . I� . \ LCW Wireless, LLC dba Cricket LCW 3995 FAIRVIEW INDUSTRIAL DRIVE SE SUITE 120 SALEM, OR 97302 - -- -_ -_ - -__ -- _— — PFAOXE(503))31857840 - -- -- 3 PREPARED BY: (E) TELCO ROOM ON FIRST FLOOR AND PROPOSED LCW WIRELESS SEE SHEET E 2 FOR 0 TELCO P 0 C —.— ENLARGED AN NNA PLAN ® STRATEGIC ARCHITECTURAL & I — \('` —° _ 1 __ ENGINEERING SERVICES, INC I I 4630 CAMPUS DRIVE SUITE 101 I I NEWPORT BEACH, CA 92660 SUBCONSULTANT: I I J.D. Brandeis Company 1 I IE` `u ELECTRICAL AND CONTROL SYSTEM ENGINEERING ii 22362 Gilberto, Suite 200 Rancho Santa Margarita, CA 92688 -2153 (949) 589 -8888 FAX (949) 589 -8868 I SEE SHEET E © 2 FOR © email r�i)Jb ndeisco co — — — — E NLARGED DG PO I ENS R AND ®® -> I I — — i 1 SAES PDX -159 —B ; IMIIII _ I PROJ. N0. I I DRAWN BY. JSM I €yasliills= •lsssNrsrsil lajh III 1 c 3 s t 1 1 1 _ ! x1 11 1 11' i_sihil sl t „„, .,,...,pi11,...1 II IIIIIIII SUBMITTALS ____Th . - i — L Zi — 0 08/11/06 100% CD JY NOTES: ��0 PROF-, s\ 111111 1 01 1 T � � -" CI u r o c 1111 1 11 111 1 1 1 111111! �� 6Y 19 , \c>?" _ \ G, �%% (0) ELE LCTRICAL ROOM ON �_ M. S —?\''( SECOND FLOOR AND PROPOSED J LCW WIRELESS POWER P.O.C. EXPIRATION DATE: 06- 30- 22008��J DATE SIGNED: (/ /(.- E' • CLEAN WATER SERVICES PDX -159 -B 16580 SW 85TH AVE. TIGARD, OR 97224 ELECTRICAL SITE PLAN ,.- J SHEET NUMBER // NORTH E -1 s L I ELECTRICAL SITE PLAN 3/332" � 1 .. 1. ALL GROUNDING SYSTEM CONDUCTORS AND CONNECTIONS BELOW GRADE SHALL BE LCW Wireless, I THERMAL WELDS AT GROUND RODS AND AT A MINIMUM OF 36" BELOW GRADE. ��� - - -g % ' TYPO ' c -------- -------- �Q LLC dba 2 ALL INSTALLATIONS SHALL BE FIELD VERIFIED. ® 3. ALL GROUND WIRE SHALL BE #2 AWC BARE COPPER TINNED UNLESS NOTED Cricket LCW OTHERWISE. 3995 FAIRVIEW INDUSTRIAL DRIVE SE • 4. ALL GROUND WIRES SHALL PROVIDE A STRAIGHT DOWNWARD PATH TO GROUND WITH C,% SUITE 120 GRADUAL BEND AS REQUIRED. GROUND WIRES SHALL NOT BEN LOOPED OR SHARPLY SALEM. OR 97302 BENT. PHONE (503) 315 -7833 FAX: (503) 318 -7840 5. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF GROUND RODS AND GROUND RING WITH FOUNDATION AND UNDERGROUND CONDUIT. PREPARED BY 6 EACH LUCENT EQUIPMENT CABINET SHALL BE CONNECTED TO THE #2 BCTW RUNNING ALONG PLATFORM WITH /2 AWG INSULATED STRANDED COPPER WIRE. EQUIPMENT sa�� CABINETS SHALL EACH HAVE (2) CONNECTIONS i, 7 ANTENNA GROUND KITS SHALL BE FURNISHED BY CRICKET AND INSTALLED BY • STRATEGIC ARCHITECTURAL & ELECTRICAL CONTRACTOR O TYP. OF 6 ENGINEERING SERVICES, INC 4630 CAMPUS DRIVE SUITE 101 8 KOPR— SHIELD ANTI — OXIDATION COMPOUND SHALL BE USED ON ALL GROUNDING —0 TYP NEWPORT BEACH, CA 92660 CONNECTIONS. 7 SUBCONSULTANT: 9. ALL EXOTHERMIC CONNECTS SHALL BE INSTALLED UTILIZING THE PROPER CONNECTION /MOLD AND MATERIALS FOR THE PARTICULAR APPLICATION. /7 r.µ J.D. Brandeis Company 'i ELECTRICAL AND CONTROL SYSTEM ENGINEERING 10. ALL BOLTED GROUNDING CONNECTIONS SHALL BE INSTALLED WITH A LO ER 22362 Gilberto, Suite 200 • UNDER THE NUT HARDWARE FOR BOLTED CONNECTIONS SHALL BE A MINIMUM INIMUM OF (! E • Rancho Santa Margarita, CA 92688 -2153 3/8" DIAMETER AND SHALL BE STAINLESS STEEL , (949) 5R9 FAX (949) 589 - 8868 crnail @dbrxndcisco con, 11. GROUNDING WIRE SHALL NOT BE INSTALLED OR ROUTED THROUGH HOLES IN ANY METAL OBJECTS OR SUPPORTS TO PRECLUDE ESTABLISHING A "CHOKE" POINT. 12. PLASTIC CLIPS OR METAL CLIPS WHICH DO NOT COMPLETELY SURROUND THE GROUNDING CONDUCTORS SHALL BE USED TO FASTEN AND SUPPORT GROUNDING SAES PDX -159 —B CONDUCTORS. FERROUS METAL CLIPS WHICH COMPLETELY SURROUND THE GROUNDING PROJ. N0. CONDUCTORS SHALL BE USED TO FASTEN AND SUPPORT GROUNDING CONDUCTORS. 7 FERROUS METAL CLIPS WHICH COMPLETELY SURROUND THE GROUNDING CONDUCTOR ®O —\ SHALL NOT BE USED. DRAWN BY: JSM 13. STANDARD BUS BARS (CIGBE AND MIGB) SHALL BE FURNISHED AND INSTALLED. THEY SHALL NOT BE FABRICATED OR MODIFIED IN THE FIELD. I ® SUBMITTALS 14 THE GROUNDING CONNECTION TO THE POWER AND TELCO SECTIONS OF THE PPC 1 , _ CABINET SHALL BE MADE BY CONNECTING A CONDUCTOR FROM THE GROUND RING TO ,� I.— '\� / THE FACTORY FURNISHED BUS BAR IN EACH COMPARTMENT. ;�,—}_ 1sc :r.= 1L — �^ x == _ NORTH 15. THE CONTRACTOR SHALL SUPPLY CRICKET WITH RESULTS FROM PRE — CONSTRUCTION I . u MIS. (CO —LO ONLY) AND POST— CONSTRUCTION OHM TESTING (GROUND) RESULTS. GROUNDING NOTES 6 ANTENNA GROUNDING o ® S i 1 O NEW LCW WIRELESS COMPACT METROCELL CABINET (CMO) SEE ELECTRICAL SITE PLAN ON SHEET E1 FOR CONTINUATIO © NEW LCW WIRELESS POWER AND TELCO CABINET. `- © (E) EQUIPMENT AND PLATFORM. Q 0 08/11/06 100% CD JY NEW LCW WIRELESS GPS ANTENNA 411 O. NEW LCW WIRELESS PANEL ANTENNA, PAINTED TO MATCH EXISTING BUILDING. © ® © NOTES. ' ��CD PROF -. O EXOTHERMIC WELD CONNECTIONS. TYP. TYP 10 — � `� \ � < C \ N \ vC) n� / O NEW MASTER GROUND BAR MGB:f 1, 4" x 1/4" x 20" � �/ > I � _ -- Q- �� gg I O (E) ANTENNA TO REMAIN. i T i � \ L i x '/ i • - 14 ... . .. .. . BOND (E) STEEL SUPPORT BEAMS AT CORNERS WITH #2 AWG, BCW. "I ! I / T T N II r , L./ vO , r'/' 1 1 NEW LCW WIRELESS, ROOF MOUNTED, POWER CONDUIT TO BE CONNECTED TO (E) ■ • ■• — �1 __ __ __ __ — — — — — '9j X11■' SI'�="'.4!' — — — — - POWER CONDUIT ROUTED FROM (E) ELECTRICAL ROOM ON SECOND FLOOR TO ROOF. — — .— — � — ' _11111111111111116 LJ 1 P _ ■! . � I_ O P.O.C. T VERIIFIED WITH UT ILITY COORDINATOR O I f � � EM " I C / 9 1� NEW LCW WIRELESS, ROOF MOUNTED, TELCO C TO BE CONNECTED TO (E) J h N J h o o L^ ) — TELCO CONDUIT ROUTED FROM (E) TELCO ROOM ON FIRST FLOOR TO ROOF. P.O.C. TO 4 r s�` BE VERIFIED WITH UTILITY COORDINATOR. <>1 ® v. 0 MECHANICAL CONNECTION. TYP. 4 . � ) IC CONNECT TO (E) BUILDING GROUND STEEL AND MAIN GROUNDING ELECTRODE. O i 1 19 EXPIRATION DATE: 06 -30 -2008 14 GROUND RESISTANCE SHALL NOT EXCEED 5 OHMS. 4 UNUSED. ^ D ATE SIGNED: / / f i v TYP. TYP 0 a tOOs NEW ANTENNA GROUND BAR, TYP. © a O . CONNECT ANTENNA GROUND CONDUCTORS TO MGB AT LCW WIRELESS EQUIPMENT CLEAN WATER SERVICES AREA. SEE ELECTRICAL SITE PLAN ON PDX -159 -B 3 '' 3/12 AWG & 1b8 (G), THWN IN 2" RGS CONDUIT FOR POWER. SHEET E1 F R CONTINUATION = 6580 SW 85TH AVE. Wm 19 2" RGS CONDUIT WITH PULL ROPE FOR TELCO. _ a == °_ — �____ -- ° — �_= =_= — _ — ___�� 0 CO ______ __ =___ - -- TIGARD, OR 97224 — — • � _ _ _ _ _ _ - - = ___ =_g =a ae_ =_e- 3 = = = — a= — ° ____= _ ___ __-- _ == _ _____■S =;_ _ _ g___ _ _ - = m.. _ = = °_ °= GROUNDING PLAN, _ --- ---- --= = = = =o.. __ - z= GROUNDIN NOTES, __ = - = ----------- ---- -- - -- -- - - - --- =-e= =_ - - - -- -- DETAIL em== ==Bee.= - - - - -� -_ _ _ _ _ __ __ __ _ _ ____ _ __ _ _____ ___ _ _ __ ___ _____- ___= __ __- _ _____ = ___ = - - -- -- - - -- _______ _ - -_ = _ =m = = == __ �_'-__=== ==o e -- -- - - - -- - _=�______- __�_= SHEET NUMBER = ORTH NORTH E -2 KEY NOTES SCALE: oor S C.A®LE: 4 POW PL AN o ®. ® 2 NONE 7 EQUIPMENT GROUNDING PLAN , 11 11 ° 1111Pr . LCW Wireless, LLC dba _ c -- 32" Cricket LCW o i / APPROX / cN 40' 3995 FAIRVIEW INDUSTRIAL DRIVE SE ` ANTENNA - 4 0 — `i „ ; \ SUITE 120 5 . OR 97302 CABLE I -- }- , / r �YN • �� PFOXE(5030 9 (503) ) 318 5 7880 3 I FAX. KIT ANDREW #221213 , �� -L \ �� 0 Ia � lU 1.� PREPARED BY. # AWG STRANDED COPPER GROUND WIRE CABLE GROUND KIT BOLT 2 BOLT PARALLEL CROSS RUN UNIVERSAL PIPE CLAMPS TYPE SS TYPE TA TYPE V8 EYPE PH TYPE OR (GROUNDED TO GROUND BAR) (STANDARD ROD CLAMP SPLICER CLAMP 75/I 25 S;RNO ANDREW GROUNDING KIT) r STRATEGIC ARCHITECTURAL & �� a ENGINEERING SERVICES, INC. • NOTE' / 4630 CAMPUS DRIVE SUITE 101 DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ii II ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. V ""--.. NEWPORT BEACH, CA 92660 Z�, u - ** TYPE PG TYPE GT TYPE GY TYPE NC SUBCONSULTANT: COAX CABLE GROUND SCALE: NONE 1 �� i � • 2 HOLE LUG CAST "T" SPLICER I BOLT PARALLEL ak �%} � FFF � J.D. Brandeis Company CLAMP `/ ' a � • • �+. Ct (CUMULI ELECTRICAL ANO CONTROL STSTELI ENGINEERING if, 22762 Rancho GSant» ilbert°, Suite 200 , � .0 M . ��fc ur.. I i , D CONTROL C A 92688 -2153 1/1 Ae co'.; I ' b H 19 mail �tdbnnde FAX o corn 589 -8868 E 28" - / APPRO / 'T Q=4 TYPE LJ TYPE HA TYPE VS TYPE NXI TYPE ND d x N r :� ` IcI( (g i r. aL v �� `\� PDX -159 -B ' Ill ®° o ' X � SAES \- i — - I lS� ® / C' r , �1 ble... PROD. NO. ANTENNA CABLE -� -� MEN -r "U" BOLT 1 801T PARALLEL UNIVERSAL PIPE CLAMPS ' �� � WEATHERPROOFING KIT ANDREW #221213 \ PIPE CLAMP CLAMP 50H2 r `? `, � CABLE GROUND KIT TYPE XA TYPE GR TYPE CL LUG TYPE PC TYPE RR DRAWN BY JSM #6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR) (STANDARD ANDREW GROUNDING KIT) SUBMITTALS GPS CABLE GROUND F „oNE 16 MECHANICAL CONNECTION DETAILS I NONE 13 CADWELD CONNECTION DETAILS 1 5,0,E - I 1 0 08/11/06 100% CD JY 4 0 0 R AOV (SHALL NOTES: S CS� D PR( -S,- :� „,,,, #2 SOLID 12” TEST LOOP IRRIGATIO PLUGS C_) \-\- I N < , s N 0 - /01° � ` 17 tdi ° ,...� . v i 'ono ° _ .� �G�1 . ' 4 i ii *7 i' ' s � AIIII% }�ig'fi ar ( 1po ••, ` ` a\ � / T /a ”` ,. . / 8R 3. .Y " MIN. PVC � i� y 1 9 LEGEND � '/ � �Y lo " E ' �� �� S i '�J �/ 1 " SLOT TO ALLOW TE 1S COPPER GROUND BAR, /a "X 4 "X 20 ", NEWTON INSTRUMENT CO CAT. NO. B -6142 OR EQUAL. HOLE CENTERS TO MATCH NEMA EXIT /ENTRANCE OF DOUBLE LUG CONFIGURATION. (ACTUAL GROUND BAR SIZE WILL GROUND RING VARY BASED ON NUMBER OF GROUND CONNECTIONS) 06 -30 -2008 - LIl N ! . :-El itg J� EXPIRATION DATE S INSULATORS, NEWTON INSTRUMENT CAT. NO. 3061 -4 OR EQUAL - lll, ]L- - #2 AWG, TINNED SOLID DATE SIGNED: �fi O& BCW BURIED GROUND ® 5/8" LOCKWASHERS, NEWTON INSTRUMENT CO. RING CAT. NO. 3015 -8 OR EQUAL 3" OF CRUSHED GRAVEL BELOW CLEAN WATER SERVICES ® WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. WELD. WELD SHALL REMAIN PDX-159-B CAT NO. A -6056 OR EQUAL VISIBLE 16580 SW 85TH AVE. O 5/8 -11 X 1" HHCS BOLTS. NEWTON INSTRUMENT CO. TIGARD, OR 97224 CAT NO. 3012 -1 OR EQUAL © INSULATORS SHALL BE ELIMINATED WHEN BONDING DIRECTLY TO TOWER /MONOPOLE STRUCTURE. CONNECTION TO TOWER /MONOPOLE MISCELLANEOUS STRUCTURE SHALL BE PER MANUFACTURERS RECOMMENDATIONS. DETAILS � NOTE: lJ 1 ti1J..�� ONE TEST WELL SHALL BE PROVIDED BETWEEN THE TOWER • GROUND RING AND THE EQUIPMENT GROUND RING. SHEET NUMBER E -3 MAIN GROUND BAR DETAIL SNOCALNE E NO 1 NOT USED NONE I GROUND TEST WELL DETAIL SCALE 12 NONE . . , IP IIIIIr LCW Wireless, NOTE: DO NO INSTALL CABLE GROUND KIT AT A BEND AND LLC dba 5 ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR ® Cricket LCW 7/16 /4 o r FROM ANTENNA -- 3995 FAIRVIEW INDUSTRIAL DRIVE SE ' \ � ° o ° ° — IT 1 9 0 G.,., ° o ° ° ° 0 ° 0 ° PHO SALEM. OR 97302 NE: (503) 315 -7833 ° ° �Lo O � ° o o¢ ° o- 0 c FAX: (503) 318 -7840 I 1 AT ANTENNA TOP PREPARED BY: TX /RX T ■ G 4 _ 5 2 JUMPER REQUIRED — WEATHERPROOFING KIT, s� � ` �, ONLY WHEN 1 1/4 "0 r � ANDREW #221213, (TYP.) AND LARGER (TYP ) STRATEGIC ARCHITECTURAL & 3 y�i — 7/16" - /' ° o (TYP) ENGINEERING SERVICES, INC- `� , -�/ o o o p I - I I e I - STANDARD ANDREW GROUND /° ° o ° o KIT, (TYP ) NEWPORT BEACH CA 92660101 i ° 0 1-0 0 0 ° ANDREW CONNECTOR— ■ • �,i C J r�5', o ° ° o WEATHERPROOFING 1 i / o ° ° I O KIT (TYP.) ` i I ii SUBCONSULTANT III J AT END OF COAX HARD LINE it PI � � J.D. Brandeis Company NENNA LEGEND �' PI' ' AN CTRAY, E` � '362 Gilbert EI K .S N+D C SYSTEM ENGINEERING t[� ` `F uitt 1100 00 Rancho Sant: Margarita. CA 92688 -2153 • 1 COPPER GROUND BAR, 1 4 "X 4 "X 10 ", NEWTON INSTRUMENT CO. (TYP.) t "t ( °m1 r�i,jdbraud°isco com 949) 589 -8888 FAX (949) 589 - 8868 m CAT NO. B-6142 OR EQUAL. HOLE CENTERS TO MATCH NEMA #6 AWG STRANDED CU WIRE DOUBLE LUG CONFIGURATION. (ACTUAL GROUND BAR SIZE WILL FROM LNA VARY BASED ON NUMBER OF GROUND CONNECTIONS) (WHEN REQUIRED) FURNISHED W /KIT. 0 INSULATORS, NEWTON INSTRUMENT CAT. NO. 3061 -4 OR EQUAL — AWG 2 —HOLE LUG — #2 AWG 2 —HOLE LUG SAES PDX -159 —B I , ^ L�i� PROD. NO. O3 5/8" LOCKWASHERS, NEWTON INSTRUMENT CO — GROUND BAR, CAT. NO. 3015 -8 OR EQUAL FROM ANTENNA— LI t MOUNTED NEAR /BELOW ® WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO FRAME SUPPORT ANTENNA DRAWN BY: JSM CAT NO. A -6056 OR EQUAL - • 5/8 -11 X 1" HHCS BOLTS, NEWTON INSTRUMENT CO. SUBMITTALS CAT NO. 3012 -1 OR EQUAL #2 AWG BCW #2 AWG BCW © INSULATORS SHALL BE ELIMINATED WHEN BONDING DIRECTLY TO STRUCTURE. CONNECTION TO STRUCTURE SHALL BE PER MANUFACTURERS RECOMMENDATIONS. GROUND BAR DETAIL S` NO"`E NE NONE 15 NOT USED S` "� ( 3 ANTENNA GROUNDING DETAIL SCALNONE E: ' i 0 08/11/06 100% CD JY NOTES: L - 20 PROP ,4" -- /-y�/ c.. \ \ I N \ '.Iy✓ :,� - O I I N • _ ( ?7" i Y M. ST - , EXPIRATION DATE 06 -30 -2008 06 DATE SIGNED: E-&-Orb CLEAN WATER SERVICES PDX -159 -B 16580 SW 85TH AVE. TIGARD, OR 97224 MISCELLANEOUS DETAILS SHEET NUMBER E -4 NOT USED NNE 4 NOT USED NONE 2 I _ . NOTES: 1. SERVICE POWER SHALL BE 200A, 120/240V, 10, 3W LCW Wireless, • 2. PROVIDE A MIN 36" WORK CLEARANCE IN FRONT OF PANELS /SERVICE EQUIP. LLC dba 3. ALL BRANCH BREAKERS IN THE PANEL ARE RATED 10,000 RMS SYMMETRICAL AMPS, 240V MAX.. 75' C Cricket LCW AND ARE SERIES RATED WITH UPSTREAM MAIN CIRCUIT BREAKER. • 4. ALL WIRING SHALL BE RATED FOR 75' C. 3995 FAIRVIEW INDUSTRIAL DRIVE SE } 5. CONDUIT REQUIREMENTS (TYP , U.N 0.): UNDERGROUND: PVC (SCHED. 40 OR 80) SUITE O 120 SALEM, O INDOOR' EMT (RCS IN TRAFFIC AREAS) PHONE: OUTDOOR (ABOVE GRADE): RGS OR 2 NE: (503) 315-7833 SURFACE MOUNT FAX (503) 318 -7840 SQUARE 'D' 200A, 120/240VAC, I PHASE, 3 WIRE 6 DASHED LINE DENOTES FIELD INSTALLATION & 24 POSITON LOAD CENTER, 225A BUS. 10,000 AIC. PANEL 'A' 200A MAIN C/B NEMA 3R ENCLOSURE. UL LISTED 891 UL LISTED FOR 1005 CONTINOUS DUTY PREPARED BY CKT CKT BKR OTY LOAD (WATTS) I QTY CKT BKR CKT L2 DESCRIPTION AMPS POLES L NEC MISC GFI RECEPTACLE 360 LCL L2 � z MISC REC LTG POLES AMPS NO. 1 I AC SURGE ARRESTOR �1 2 20 2 ORES 3 15 1 4 LIGHTINGS (OPTIONAL) ���, 700 700 �h� -- AC SURGE ARRESTOR s''i� %��✓l'�// //— 4 POINT OF POINT OF STRATEGIC ARCHITECTURAL & 5 I 1 0 1 _ 1 TELCO CAB - FAN /LIGHT 960 4 960 - 70172 BLANK - - - I 6 CONNECTION CONNECTION ENGINEERING SERVICES, INC. 7• TO BE TO BE 4630 CAMPUS DRIVE SUITE 101 7 - - - BLANK f��j‘ BLANK - _ 8 DETERMINED DETERMINED NEWPORT BEACH, CA 92660 9 100 y 2 1 CMO 10656 V "/ / / //� - s6',�i /' , BLANK - _ - ,may ___ _ ;y� 10 11 E � /tY T' - 4 ,770 / /'' yy j y 10656 I - -- "''//"/�.�!,� _'> 1/f /%� *e i/%//'''9/,."�1% - - - 1 2 13 - BLANK —� - -� _ -- /�,�y� 42:20 BLANK � - /� / � // �s��� �,ry� - �/y 14 SUBCONSULTANT: 15 / %''�/,'/ e ", /// //"% F'd/4 -- - I - r - %/.%//O//9/// - %//OT %f7 . /%/h?///.° M.�f !'/ ?1,% 16 c�c J.D. Brandeis Company 17 � - - BLANK - �� - N BLANK �_ 18 `� t " ELECTRICAL AND CONTROL SYSTEM ENGINEERING 19 / ,9.Yifi � � � - x �, //�/ TO BE DETERMINED ( APPROX. 190') IE t 22362 G lberto. Sune 200 t ` c =22 - BLANK ii -- - -- �i/.1 �.�. _— �l�I / %✓/,. % ly7//�J/�iuyU%s _ 20 1` Margarita, 21 — — - F;:,9/<• / — I:// ,��% (9 9 Rancho Santa 08 Mar •n u9, CA 92fiR8 -2153 �y��y� �����y - ,p BLANK 22� 0." (9491589F886 FAX (949)589 -886R 23 � i//y//./A _ _ Ir,�r� - % /�' -'/, - !44„j : /:///jj ///� /�„ �' 24 24 UNDERGROUND 4" PVC CONDUIT - -r = ema I@ldbrandeAsco com PHASE TOTALS (WATTS) 11976 1 11356 1660 I_ _ SCH. 40 IN JOINT TRENCH WITH POWER ( APPROX. 190') PHASE BALANCE 52% 48% TOTAL CONNECTED (WATTS) 23332 _ __ SAES 1 -112, THWN,- � PDX -159 -8 25% OF LAGEST CONTINUOUS LOAD (LCL) 415 1/2 TO I l NEW 200A METER BASE, PROJ NO TOTAL LOAD (WATTS) 23747 GROUND RING g 120/240V, 1 PH, 3W. 42KAIC NEMA 3R ECLOSURE, MOUNTED L _ — TOTAL LOAD (AMPS) 98.95 , �" ON NEW H -FRAME /��� DRAWN BY JSM I I ENCLOSED CIRCUIT BREAKER, 2P- 240V- 200AT 42 AIC L._ i SUBMITTALS 3 -#3/0 & 1 -#4 (G), THWN. 2" PVC CONDUIT SCH. 40 (APPROX. 5') 2 NEW W/ PANEL SCHEDULE - 1 2 MASTER TELCO COPPER GROUND BUS. 5 3/4 " NONE PLYWOOD BACKBOARD, 66 PUNCHDOWN BLOCK & 15A GFI RECEPTACLE, MOUNTED ON H -FRAME TRANSTECTOR SYSTEM TSJ- 48 -CLT, QTY. -2, SILICON AVALANCHE DIODE 0 08/11/06 100% CD JY NOTES- (UL 497) (24 "Wx10 "Dx40 "H) ` n 1. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT NATIONAL ELECTRIC CODES EMERGENCY GENERATOR RECEPTACLE, NOTES: F PRu/^C AND ALL LOCAL AND STATE CODES, LAWS. AND ORDINANCES. PROVIDE ALL COMPONENTS AND 4P- 4W- 240V -200A, APPLETON TELCO K L \� WIRING SIZES AS REQUIRED TO MEET NEC. AR20044RS (GROUND 4th WIRE TO FACILITY �G) I n I / RECEPTACLE HOUSING GROUNDING ENCLOSURE ( \, \ 'V 2 POWER SERVICES REQUIREMENTS SHALL BE COMMERCIAL AC NOMINAL 120/208 VOLT OR 120/240 1 -112 AWG, CONNECTOR). r / VOLT. SINGLE PHASE WITH 200 AMP RATING. CONTRACTOR SHALL CONTACT LOCAL POWER COMPANY 1/2 "C, (TYP.) - -I 7,9 "r 13 FOR REQUIREMENTS OF POWER SERVICE LINE TO THE METER BASE. - ����� " DU 7.--.; ,L J—!�_ /n_ 3. CONTRACTOR SHALL ALSO CONTACT LOCAL TELEPHONE COMPANY FOR REQUIREMENTS OF "TI" I RO2PE RGS FR NOTE C T8) � �� ELCO IT W/ CABLE PULL � SERVICE LINE TO TERMINATE AT THE UTILITY MOUNTING STAND. i l l (APPROX. 35') • 0 - G / / (SEE ON 4. CONTRACTOR SHALL PROVIDE METER BASE AND DISCONNECT PANELS PER LOCAL POWER COMPANY - - ' ,g' /1 �' 1� SPECIFICATIONS AND REQUIREMENTS POWER COMPANY SHOULD PROVIDE THE 200 AMP SERVICE. f - -_ MAIN SERVICE WALKING BEAM yA„ 1 9 �� - _J L - INTERLOCK TRANSFER MECHANISM, 5. LCW WIRELESS SHALL PROVIDE THE TRANSTECTOR POWER CABINET AND TELCO FACILITY ENCLOSURE. PANEL L JI S ZP- 240V -200A (MANUAL XFER SWITCH) M, ST CONTRACTOR TO FURNISH AND INSTALL METER BASE, FUSED DISCONNECT SWITCH AND UTILITIES •• wao - r I\ SEE NOTE 9. J MOUNTING STAND. THE METER BASE SHOULD BE LOCATED IN A MANNER WHERE ACCESSIBLE FOR —�- READING BY THE POWER COMPANY. I _n.— . _n.- 1 TRANSTECTOR SYSTEM MCP 120TA -IOM n_ I im zo I PRIMARY: SILICON AVALANCHE 6. UNDERGROUND POWER AND TELCO SERVICE LINES SHALL BE ROUTED IN A COMMON TRENCH AS I SUPPRESSOR DIODE -SASD EXPIRATION DAT• 3 MUCH AS PRACTICAL. ALL UNDERGROUND CONDUIT SHALL PVC SCHEDULE 40. CONDUIT EXPOSED --f-- SECONDARY: METAL OXIDE ABOVE GROUND SHALL BE RIGID GALVANIZED STEEL UNLESS OTHERWISE INDICATED. POWER CONDUIT I I VARISTORS -MOV (24 "Wx10 "Dx40 "H) DATE SIGNED: SHALL BE SIZED AS REQUIRED PER CABLE SIZING AND NEC REQUIREMENTS. I 7. ALL TELCO CONDUIT LINES SHALL BE 4" CONDUIT UNLESS NOTED OTHERWISE. SQUARE 'D' 200A, 120 /24 LOAD O L J 1 PHASE & 24- POSITION LOAD CLEAN WATER SERVICES 8. ENDS OF CONDUITS ALONG PAD FOR SERVICE TO EQUIPMENT SHALL BE STUBBED AND CAPPED AT CENTER, NEMA 3R ENCLOSURE, PDX -159 -B 6" ABOVE GRADE. UL LISTED 891 (ALL BREAKERS COME 16580 SW 85TH AVE. 11 IF SERVICE LINES CAN'T BE INSTALLED INITIALLY, PROVIDE NYLON PULL CORD IN CONDUIT 3#2 AWG & 1118 (G), THWN, —" AIC. MODIFY CIRCUIT BREAKER AS FACTORY INSTALLED, RATED 10,000 AS TIGARD, OR 97224 IN 2" RGS CONDUIT PER ARRANGEMENT SHOWN IN THE 9. THESE TWO BREAKERS ARE INTERLOCKED TO OPERATE AS A "TRANSFER SWITCH" SUCH THAT ONLY (APPROX. 35') PANEL SCHEDULE), MOUNTED ON 7�7 LINE 7�7 ONE BREAKER SHALL BE IN THE "ON" POSITION AT ANY ONE TIME H -FRAME ONE NE DIAGRAM, NOTES, PANEL COMPACT SCHEDULE, DETAIL METROCELL CABINET SHEET NUMBER (CMO) E -5 NOTES NONE NOT USED • NaNE 3 ONE LINE DIAGRAM NONE Y' a� ■ I ■ ti LCW Wireless, GENERAL ABBREVIATIONS' LLC dba ELECTRICAL NOTES: ACCA ANTENNA CABLE COVER ASSEMBLY AWG AMERICAN WIRE GAUGE GENERAL LEGEND Cricket L C W 1 CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR A AMPERE TO SUBMITTING BID. ANY QUESTIONS ARISING DURING THE BID AF AMPERE FRAME 11 PERIOD IN REGARDS TO THE CONTRACTORS FUNCTIONS THE AIC AMPERE INTERRUPTING 3995 FAIRVIEW SUITE INDUSTRIAL DRIVE SE SCOPE OF WORK, OR ANY OTHER ISSUE RELATED TO THIS CAPACITY — OHT /OHP— OVERHEAD TELEPHONE /OVERHEAD POWER SALEM, OR 97302 PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH APPROX. APPROXIMATELY THE PROJECT MANAGER FOR CLARIFICATION, NOT AFTER THE PHONE. (503) 315 -7833 CONTRACT HAS BEEN AWARDED. AT AMPERE TRIP (503) 318 -7840 G BCTW BARE COPPER TINNED WIRE GROUNDING CONDUCTOR 2 LOCATION OF EQUIPMENT. CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE COORDINATED BTS BASE TRANSMISSION SYSTEM PREPARED BY WITH FIELD CONDITIONS PRIOR TO ROUGH -IN BR BRANCH GROUNDING CONDUCTOR ORES 3 THE CONDUIT RUNS AS SHOWN ON THE PLANS ARE BRKR BREAKER APPROXIMATE. EXACT LOCATION AND ROUTING SHALL BE PER C CONDUIT CONDUIT UNDERGROUND EXISTING FIELD CONDITIONS. CAB CABINET STRATEGIC ARCHITECTURAL & ENGINEERING SERVICES, INC. 4. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR CB CIRCUIT BREAKER 4630 CAMPUS DRIVE SUITE 101 REQUIRED BY NEC CKT CIRCUIT P POWER RUN NEWPORT BEACH, CA 92660 CONT CONTINUOUS 5. ALL CONDUITS SHALL BE MET WITH BENDS MADE IN CIBGE COAX ISOLATED GROUND BAR EXTERNAL ACCORDANCE WITH NEC TABLE 346 -10. NO RIGHT ANGLE DEVICE DEM DEMAND T TELCO RUN SUBCONSULTANT: OTHER THAN STANDARD CONDUIT ELBOWS WITH 12" MINIMUM INSIDE SWEEPS FOR ALL CONDUITS 2" OR LARGER. DWG DRAWING J.D. Brandeis Company ELEC ELECTRICAL P/T POWER TELCO RUN t `t ELECTRICAL MO CONTROL INTER ENGINEERING 6. ALL CONDUIT TERMINATIONS SHALL BE PROVIDED WITH PLASTIC ENCL ENCLOSURE / POWER/ TELCO Gilberto, Suite 200 THROAT INSULATING GROUNDING BUSHINGS. ktu,_ 8 Rancho Santa Margarita, CA 92688 -2153 EXIST EXISTING (949) 509 -0808 FAX (949) 589 -8868 7 ALL WIRE SHALL BE TYPE THWN, SOLID, ANNEALED COPPER UP EMT ELECTRICAL METALIC TUBING - - - -- FUSE, SIZE AND TYPE AS INDICATED. emnd(jdbrandmscocorn TO SIZE #10 AWG ( #8 AND LARGER SHALL BE CONCENTRIC FAC FACTOR STRANDED) 75 DEGREE CENTIGRADE, (167 DEGREES F/A FIRE ALARM FAHRENHEIT). 98% CONDUCTIVITY, MINIMUM #12. FT FOOT /FEET I P DISCONNECT SWITCH, SIZE AS INDICATED, NON- FUSIBLE FU FUSE UNLESS FUSE SIZE IS SHOWN ALONG SIDE SWITCH SAES PDX- 159-8 8. ALL WIRES SHALL BE TAGGED AT ALL PULL BOXES. J- BOXES, G GROUND PROJ. NO. EQUIPMENT BOXES AND CABINETS WITH APPROVED PLASTIC TAGS, I H MANUAL TRANSFER SWITCH, SIZE AND ENCLOSURE TYPE GEN GENERATOR ACTION CRAFT. BRADY. OR APPROVED EQUAL. AS INDICATED CM GROUND FAULT CIRCUIT 9. ALL NEW MATERIAL SHALL HAVE U.L. LABEL. INTERRUPTER LIGHTING FIXTURE, FLUORESCENT, 2/40W DRAWN BY JSM GND GROUNDING SURFACE MOUNTING TYPE 10. CONDUIT ROUGH -IN SHALL BE COORDINATED WITH THE GRC GALVANIZED RIGID CONDUIT MECHANICAL EQUIPMENT TO AVOID LOCATION TO CONFLICTS. GR GROWTH EXIT SIGN, FLUORESCENT, SINGLE FACE SUBMITTALS VERIFY WITH MECHANICAL CONTRACTOR AND COMPLY AS -13 REQUIRED. GPS GLOBAL POSITIONING SYSTEM W /BATTERY. UNIVERSAL MOUNTING 11. ALL PANEL DIRECTORIES SHALL BE TYPEWRITTEN NOT IGR INTERIOR GROUND RING (HALO) LIGHTING FIXTURE. INCANDESCENT, 1 /I00W HANDWRITTEN. LG LENGTH v "WP ", WALL MTG TYPE MAX MAXIMUM 12. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL MFR MANUFACTURER � CONDUITS PER THE SPECIFICATIONS AND NEC. THE EQUIPMENT MIN MINIMUM POLE GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION MTD MOUNTED NOT USED I NONE 1 4 BOXES, 0U PMENTDCABINETS. DCONNECT SWITCHES, STARTERS, AND MTG MOUNTING f1— CIRCUIT BREAKER N NEUTRAL 13. THE CONTRACTOR SHALL PREPARE AS -BUILT DRAWINGS, NEMA NATIONAL ELECTRICAL DOCUMENT ANY AND ALL WIRING AND EQUIPMENT CONDITIONS MANUFACTURERS AND CHANGES WHILE COMPLETING THIS CONTRACT. SUBMIT AT ASSOCIATION ® UTILITY METER BASE 0 08/11/06 100% CD JY SUBSTANTIAL COMPLETION. OH OVERHEAD 14. ALL DISCONNECT SWITCHES AND OTHER CONTROLLING DEVICES M P 3 POLE MASTER ISOLATED GROUND BAR I TRANSFORMER r�D q� PR SHALL BE PROVIDED WITH ENGRAVED LAMICOID NAMEPLATES NOTES: �^ R (� INS ALLED ON, AND EQUIPMENT PANEL FIELD E LOCATIONS ED (NO PNLBD PANELBOARD /\ TRANSFORMER \ 1 /v& w EXCEPTIONS). PRI PRIMARY / \ C</ PWR POWER 1 7. / �� 15. ALL ELECTRICAL DEVICES AND INSTALLATIONS OF THE DEVICES RECEPTACLE, 2P- 3W- 120V -15A, OADRUPLEx, _ - SHALL COMPLY WITH (ADA) AMERICANS WITH DISABILITIES ACT AS PCS PERSONAL COMMUNICATION SYSTEM 0 AI - - .. GROUND TYPE ADOPTED BY THE APPLICABLE STATE. PPC POWER PROTECTION CABINET r E N / PRC PRIMARY RADIO CABINET TOGGLE SWITCH, 1P-1 20V-15A 16. PROVIDE CORE DRILLING AS NECESSARY FOR PENETRATIONS OR S RISERS THROUGH BUILDING, DO NOT PENETRATE STRUCTURAL RWY RACEWAY MEMBERS WITHOUT CONSTRUCTION MANAGERS APPROVAL R<;S RIGID GALVANIZED STEEL c 0 ' l9, \� SLEEVES AND /OR PENETRATIONS IN FIRE RATED CONSTRUCTION RCPT RECEPTACLE SWP TOGGLE SWITCH, 1P- 120V -15A, 'WP" 9; TOGGLE �� SHALL BE PACKED WITH FIRE RATED MATERIAL WHICH SHALL RCS RIGID GALVANIZED STEEL MAINTAIN THE FIRE RATING OF THE WALL OR STRUCTURE. FILL "' • S - Vg FOR FLOOR PENETRATIONS SHALL PREVENT PASSAGE OF WATER, SAF SAFETY O SMOKE DETECTOR W /ALARM HORN & AUXILIARY SMOKE, FIRE AND FUMES. ALL MATERIAL SHALL BE UL SEC SECONDARY CONTACTS, 120 VAC APPROVED FOR THIS PURPOSE. S:N. SOLID NEUTRAL 17. ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT (NEW AND SURF SURFACE • CADWELD CONNECTION EXPIRATION DATE: 06 -30 -2008 EXISTING SHALL BE FIELD VERIFIED WITH THE OWNER'S SW SWITCH '1/-.6r42 SICW STRANDED INSULATED COPPER WIRE DATE SIGNED: REPRESENTATIVE AND EQUIPMENT SUPPLIER PRIOR TO ROUGH -IN TELCO TELEPHONE COMPANY OF CONDUIT AND WIRE. ALL EQUIPMENT SHALL BE PROPERLY • MECHANICAL CONNECTION CONNECTED ACCORDING TO THE NAMEPLATE DATA FURNISHED TYP TYPICAL ON u/G UNDERGROUND CLEAN WATER SERVICES 1 U.L UNDERWRITER'S , HALO GROUND CONNECTION PDX -159 -B 18. THE EQUIPMENT (THE DESIGN OF THESE PLANS ARE BASED LABORATORY INC I 16580 SW 85TH AVE. UPON BEST AVAILABLE INFORMATION AT THE TIME OF DESIGN V VOLT 5/8" X 10' -0" .CU GND ROD IN TEST WELL 24" MIN. TIGARD, OR 97224 AND SOME EQUIPMENT CHARACTERISTICS MAY VARY FROM DESIGN VOLT ALTERNATING ' BELOW GRADE AS SHOWN ON THESE DRAWINGS). LOCATION OF ALL OUTLET, CURRENT BOXES, ETC., AND THE TYPE OF CONNECTION (PLUG OR DIRECT) e XIT CHEMICAL GROUND ROD SHALL BE CONFIRMED WITH THE OWNER'S REPRESENTATIVE w WATT OR WIRE GENERAL NOTES, PRIOR TO ROUGH -IN. W/ WITH ® 5/8" X 10' -0 ,CU. GND ROD 24" MIN. BELOW GRADE ABBREVIATIONS I w/O WITHOUT XFER TRANSFER LEGENDS & DETAIL XFMR TRANSFORMER XLPE CROSS -LINK POLYETHYLENE NOTE: SHEET NUMBER ALL 6 FIBER CABLE JUMPERS SHALL BE COLOR CODED. VERIFY COLOR CODING WITH LCW WIRELESS. E -6 NOT USED NONE 5 NOTES SNCOANLEE 13 GENERAL ABBREVIATIONS SNCOALNIEE. 12 GENERAL LEGEND . No E 1 _1 I