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8540 SW PFAFFLE STREET i j I COAD CELL Sr£ IZ _ /16 - °lam C )JSbx_s 210AD CONI. CANy011 4 CAN `10 /� OAP �hIT , / 'i F {'Lf. pPROFFs I< CJA� NT Fo_ L GINE s/ Ilt�/N r� o 7A D c N e o PO L c C�I A, (lV1 / 0 � fW V nm Ll >J C _ WOOD Palms ��S/ 2C;N _. OR GON '� I = �C C S�. RE�S17l�t �E/�jNT DIA rolLC-E .SECTIQ �1 7 10 DI�LV $ ( S) = lO � (Jr C 15 . 4 x x 1, 7 / may 1 N H 18,, p`?4' I ] — 15, CJ / 0 / � / qqgg'pp S]c w1iJD SPt Ep = 8© MSN 9'{ r L p gq w LIVEN ' lis ' TZk:'ATEP W%OctD �� Fy lOSEPN�Q 9d3 Ad /— '}G = / . 3 X 2© k . Js = V 11 kS 1Q45 .y;.• / �O S�cT/,oN ,r� rSpvr �Tz.��7niD i Z = /et) tar�os �rtE °I x b"o = ! -J = �4� -7 c � ''5 ojG OlG i ret B, cee N 60 = �3, x 2,0 11 j f • / / � 5- •--� � s / . 4 pJ >< MSH ORIN ru ea fi � Fico = a�, X 4 o X 1, O = 1 X43 SSyr 9q _ t''�7 , /^, //LL 69�eA' NApA' ('– q --7 "aekl ,�LJNpA� jC�L I7r-Sl�j 1../Q V t A S I-- i rL 1— b _ TSO PSI ncnBDl �� /" �' 3994B1 C Gc. = � �7 . I X a•+�r l f--r. 2 � Jr � � >1asd� a DE�Z N FE:Z 7tJr'sC Cotes / @�Go I vst (J �C F-tortMoL.a _ p 3 6 s 4. 1 /ani �ES'T�A1N0 ) CN / tDrT��N `�' a Ce �� Es414 L r3C C.mC7t �E ✓)QEMtT/ "TS X / IOML. NT ; � I I 11 l � �qo 76 .% Ill, 4 x o. 84 = l �( • 3 psp l �XpOSUlZt 6 X {�o1Lc� 1-1 151 /T or)� nlr _ ttilNE:? e A - x•311 I� W1Nr� Lo ,r� 8©MOH , �� - /6 , 4 x �, y / • o4 = �3FC/ F-SF -.40 = S a4 X 10 = s�a4o SI E3 F+o° = /6 . 4 x • M1N. lDo�t D/A . /NT Gru�Nn Lr, /c r17 4D = S q x 30 = ) � , X140 P = 3 b54 FACe.)Qo /6 , q- x / 44 1 , 13 = as- 9 oa} M 6G • M,AjIM 0,v7 POG E EM rZ0.D k7"'r 7 1 x ✓ = 3 S 8 9� 5 - J 800 Pc:>z (.,273,CF4lCM �LA �90� a. � M foo �a4 k 8 6 = 99 , 44 Q ( ) ANreNNpS �- �T�AIyiE" � (��Aci: TEA � /,�,IAcG _ _ • 3 3� 5 Wwfl 1�OLt Ta r3c I'jo� 'LigS � � 5 � � X ID o - 57 o�OO = 8 ©a ( 4 y QNrENNIt>s - 4 (�_, 5a � = 159 ' ® � 4 MEL1ZT ST1ZVCt' 17�4� L• �;y� JiZC?V7ENr � , 15) 67rJ 1-r-t.. S A = a . � 7 Jr-SC -rAT3LE" A 0 . as - E� Fc= Iasi s7 1-lzr�ME ( l � � ( 1a'� _ �� o rpt a 5 70 = S9 , o p _ a 6 ' �. —�� 500, 000 5 7 , CLASS ICAL Y? ts:Mv1C�tS : (a,/� �14��3 � " � + 1-� � r 6 -7 c l N So� � / a" CcAss H - a L �� - D - s S Coti1DrT1� Ns f3AS � SECTYC� AJ l�� (l�� = l. 7 fr y1� 4Tze SAn/DY' Ar.1D C�Av' E� SILT Targe. A XCA = �a, i .�r ]Go / /� _ � 5 � 6 est ALc p � A1? Lf ) 5 �ozE �Mr3EDMt�It OK I of 4 3treal,8540 � j y—'�/ _ Plante -02et,63 8540 PleNle stree4 9540 D I U I D E A L f..r�1N A 1?L G ,-.5 T /, �'V/` 1 Plants BaWtl Wo SUP 94-0263,SIT 840039 P�� V (✓ , A L ! SUP 94-02fi3,SIT 94-0039 SUP 94-0263,SIT 94"0039 SUP e4"0263,SIT 94-0039 10140 20140 3Of40 �I , 71 0I n t 4n 1 I , H e of 40 4 t � PFA t } L E 70A 17 Swedcom Corporation rig � a I 1 a 1991 UNIFORM BUILDING CODE 29 A.29-8 ALP 9212-N i 1A)g-Perbs,!,C RCQet lar Antenna i TABU.-NO.29-A—FOUNDATIONS FOR STUD BEARING WALLS- 92 Degrees 12 dBd MINIMUM REQUIREMENTS' NUMBER OF TMC _ KNEBB Or WIOTN^r resCRNESS DEYMBELOW KW FOUNDATION WALL FOOTIAG Otloxe 10 UNNou2BID R" 6WPoNlFD NoNsI Dao�•al variant GRWND I SURFACE .. nWNOATION' Ncr+N 1!n Features: I I2 6 122 IS 7 IaU Broedbandod. (800-^00 MHz) 3 Ie g 24 1 — i U Low backlobe radiation. Front-to-back 'Wn<wYnrreeentS .u.2 TOoswoMniun4.n rouM.reo,,,,gsWM rouM.NDns span be, C ratio better than 28 d B rmmmdations mvy supvn a rarf In adi„ra te d¢Ripuhmd numberul Orors.Foundaioas ruppun:ng rWr.«1r aha”bC M reynu<A rDT aGrro^mg D«Mor U Low Intermodulation Products. TABLE NO.29-8—ALLOWABLE FOUNDATION AND LATERAL PRESSURE v'. 4TCRAL LATERAL SLORD, U Low Wind-load. ALLOW °EAflN1O ,TR MUROABLE`WL FT of,DEM U Low weight. FOU.Saone BELOW 'I 9 CLLSSOFMATERIAU' Pmhad" GaADV CyrykNnO RF(Per IR•m ~. L Massive crystalline .7 LI Small size. bW xk 4,000 1.30 70 i 2. Sedimentary am fol'aied U Rugged design. a a 2.000400 .55 It •`. 3. Sand IanWoT !1 grave Please See the followingpages including gnvd(GW and GPS 2.IXy1 20 JS P 9 9 4. Smd.,dry u�NS clayey �! radiation patlemsetablos for ALP 9212-N. aa!N:nu,i:NNlu RII y._.:mvw;.-t ;nu9 „ rand silly gravel ane a, clayey gravel(SW SP. 7 SM.SC GM and Gq 1.50 ISO 25 li 5. ON ,sandy clay,silly<lav end clavey"INCL,ML. li E;ectrical Specifications: Mechanical Specifications: MNand Cln Ig10' Per Oo larval bearing and lateral afdln,rex coven may be combined. IFrequency range 806996 MHz Overall Height. 52in (1320 mm) °Fsn,addasslficsn.n10L.QHand PT0e..organicdays and peat).a foundation mvesliga Width'. 11 4 in (290 mm) n shall be 9 red. t Impedance' 50 ohm 411 . of all able foundation p e ro .rot ng h vmg a wrdtb oI i Connector. N f¢ma¢OT 7I8-EIA Depth: 11 4 in (290 mm) IT I . a A moi d pt) o(Q I nil newral grade.T:,epl Fwmole Na. VSWR: Typ. 1.3'.1 max 1.5:1 Weight including brackets: 26.7 lbs (12 Kg) 11`lou se or 20 Ne"'" d f each add cora 1 Iw,of width depth la e �) Ra1otl wind velocity, 113 mph (180 Km7h) n value Of Noe omen one d g Ind vat e. Polarization' Vertical Y P aMny beinu<asW the amouniof the designalN v4ln<lm each eAAiuonnl trot nfdepthm Gain' Wind Area CxA/FTonU. 3.9 sq It (0.36 sq.m) muinmm of 15 rimes the daigneted value.Lrolated lades fur taus soda:Ong lesar II 12 dBd Lateral thrust al rated wind Dgm and Pules used,sumps"buildings which are notAdversely affected by a -inch Front to back ratio'. >28 dB motion IT ground 4nrfRe due to sbom¢nn Iscal loads may be desgned tong literal I, Side lobe supression. >1B OR Worst Case: 570N bearing values equal,two Limom<tanm'teZ vainer. L Inlermodulatron (2x25W). IM3 >146 dBrCiellici<nl,bemultiplied by thed<ad load. I IM5 >153 dB -r'n 1 slubnhg ons .rtan,naeA once half h,demi lona Ontad ema In nn sate thou Ibn IM- IM7 8 IMO >163 dB No,tame ler width is allowed. Materials: I Powers -3 3T 500 W 51 �Plane. dB 95" Radiating elements. Aluminum H E Plane' -3 dB 15" Element housing. Grey PVC �t Lightning Protection: DC Grounded Back plate Aluminum p 70 Mounting hardware b h5wII clarnPs. He,dip galvanized steel I , s - bolls Stainless steel 1 It —L- _ f4nnutar7ure Ar Allgon Sv4rrm All xni A`n 940 868 990 WWI f" Pfeifle Sto aL 8540 1 SUP 940263,SIT 94-0039 FIRM.Street,9540 SUP 94-0263,SIT 90.009 5"140 B o140 If 1. I( If this notice appi Clearer fh:ul the jdocument, the dorument is of mar},ina1 yuat•ty. �� rl. l 11 � I + +li +�+liiiiilll+ I �;Il��ilry� illl+llir�lli I �I�I�I�i�l�ll Illlllllyl�+ �1 � +__ CD II m6mlmlinn mduu Imhndmdnn im6nlhmhnlonduimmlunuudnn Ilphm min 24X I! i I t i E 'f �l co4,*D r , Wl �Nl.3� W A Area of Site ____ ___ , 217 f . �a JONT D, bItGON 217 = 99W f " OF 5W FAFLE ST. GREE -- W. PFAF FLE ST. �BvR G R . o Q TIGARD = Area of Work Vicinity Plan Area Plan no scale no scale Points of Contact: Sheet Index... CELLULAR ONE PROJECT MANAGER: GEORGE ROBERTSON 248•- 7491 ARCHITECTURAL: FIELD CONSTRUCTION MANAGER: LYN CARTER 720- 1634 SDI VICINITY AND AREA PLANS CELLULAR ONE WAREHOUSE: JON SOUTHERN 789-9690 S02 SITE PLAN PSE (ELECTICITY): P. G.E. L1 LANDSCAPE CONCEPT PLAN COLUMBIA CABLE (TELEPHONE): ANDY SCOTT 644-3188 Al BUILDING AND TOWER ELEVATION MILDREN DESIGN GROUP: ARCHITECTURAL JACK KRIZ 244-0552 D1 —D7 DETAILS NORTHWEST CIVIL CONSULTANTS: SURVEY/CIVIL 657-9778 N1 GENE AL NOTES Site Data: LEGAL DESCRIPTION: TAX LOT 15135DA1100 Pfaff le Street, 8540 v BUP 94-0263, SIT 94-0039 7 of 40 Building Permit Submittal August 1994 Owner. Protect: Sheet Title; Revisions himw�� 1 wuN DESIGN GaouP, P.C. Cellular One ]Pf aff le Road Vicinity and Dates 26 August 1994 Sheet SDI of: 2 AR vRE . SPACE MANNING Dawn by: Checked by. ,lob Number: 93085 11830 SW Kerr Parkway, suite 325 • Lake 03v,%o, Oregon 97035 Cell Site Area Plan i��a M ffr,A,�, T� lnEM MILDREN DESIGN GROUP, P.G., 1993, ALL ) 244-0552 0 FAX (503) 244-0417 I RIGHTS RESERVED 1 If this notice appears clearer thin the document, the document is of marginal ua':r y. IfIT' - :; ► �� 1 � � � # � # � # � �:�=�-�� t:�� :.�� .�,�•I.� �t � � l � i � # � � � # � I � I, � # � # ► , , � f � # � � � � r�� , � #1 � i � � � # � � � # � # t # � � # � l � I � # � � � � � �� tI � ' �� . �1 �,� � .�� # 1 �j � # � 111111, 04st I � � � f lll�il'� !! l All f I{ �l� 1111IliililliI!I!I{III1111 !l111illl�lillllililliliillllll !Ililii!! !Ililli� }ll!lhUUill! Ili i. �� ■` Ke � ates 1 . 11 '-5" X 27'- 9" EQUIPMENT SHELTER - 317 SF IN AREA 305 SEE DETAIL 1 /D1 FOR GROUNDING PLAN W 2. 100' WOOD POLE .. - •- �.. • W- 3. 6' CHAIN LINK FENCE WITH 3 STRAND BARBED WIRE . _ -............... ............_ -............ . — RT N AND 16 ' GATE - SEE D AND GUTTER DETAIL 1/D5 4. WA VEGUIDE BRIDGE i ' 5. EXISTING BUILDING TO BE REMOVED \. _ _...... ........ - ._.. _ _..._..... ___- -__._.......... 6. GRA VEL YARD AND DRIVEWAY - SEE DETAIL 21D7 r 7. REMOVE DAMAGED EXISTING FIR TREE 9 8. SHARED ACCESS DRIVEWAY - SEE CIVIL DRAWINGS `h ;v,,. 9. PROPOSED NEW ROAD ALIGNMENT AND SIDEWALK - i / T � � �- �' 7"' SEE CIVIL DRAWINGS _ �/!�' �� .\, /jam ',/�. • � � /�.�. / 00" 10. REMOVE EXISTING DRIVE , 6 8 qq 4 11 3/4' _jZ2♦ ` .. 15'-0" a kJ \ _._... \ \•. t 10 - \ \ \ .n co \ \ \ \ \ \ \ 7 2 Site Plant Pfaff le Street, 8540 1 —20. 0' i:• ?raj e BIJP 94-0263, SIT 94-0039 \' 8 of 40 building Permit Submittal August 1994 A ivlaDRFIN DESIGN GRoup, P.C. �ner '0 Sheet Title y Date- 26 August 1994 Sheet SD2 of: 2 ARC2 T =RB ■ SPACE PLANNING Cellular One lPfaffle road Site Plan Cell Site Drawn by: Checked by: ,lob Dumber: 93085 118. 0 S`�V Kerr Parkway, Suite 32.5 • I.alce Oswego, Oregon 97035 TJK VCM MiLDREN DESIGN GROUP, P.C., 1993, ALL (503) 244-0552 • FAX W3) 244-0417 �a.apoi RIGHTS RESERVED Q ;w, - _ - - .. - - q .ar. pM;7Ytrtr.vtaatwfiwgNalOtM%!9a[+a"c. Y!►.nwnerlrw.nrw.mewar..rr•IMReM/9.��NbM";.•, It helm al'pA•d�YlllWinur ...+..--..• - ___ if this nolice appears clearer than the document, the document is of marginal qual:;y, f ��.w:�:��:� �. I• � I i �l I ! � � I � I fi � � � I I I i � 1 I III I I III _� .. .�!� ,� �� . .._. __.._.__... � �-1'. I I If 17 Is i li i : � r� ,.,. � �� 1��i111�11l1N1�l.�►iII�iliilillllliiilllli�liil iii��lllillili�lliililllllilliiiii�illlli�il�llillll�I�liillilli�ifil ill� ��i tili�lill #fit l�i a 4 K t K Keynotes , a I PLANT LEGEND . TREES Acer rubrum 'Red Sunset' ............... .............................._.............. v Red Sunset Maple - 2" Cal. B&B (well branched) ........_....................... .....................__............................_. _ Thuja plicate Fastigiate ............ - •. Hogan Cedar - 7-8' B&B (full plant, branched to ground) ;N•.: SHRUBS - Cotoneaster 'Lowfast' T / Lowfast Cotoneaster - 1 Gal. Cont., 3' 0.C. oo (DMyrica californica - —Pacific Waxmyrtle 3 Gat. Cont., Space as shown ... .... .... Mahonia aquifolium 'Compact -j' A�Corn act Oregon Grope - 2 Gal. Cont. Space as shown .......__......._ ..._ ' , • IS • NOTE: All planting areas and trees in rights of way shall be AI irrigated utilizing a fully automatic underground • g � � � I irrigation system \ \ ' �, • \ • '. N. \ \ \ r A \ \ l \ • L .. ., v \ \ X ? r S �1 �T ` I \ A A , F. MI PAHA z � � � URFGrON �. � •� � J Landsca e Concept Plan 10 C* =20. 0' EXISTING TREE TO REMAIN ---- Building Permit Submittal August 1994 Mika Faha and Associates Owner Project: sheet Title: Reywons P Cellulae Cine lPfaffel road Date: 26 August 1994 Sheet lLl of: �� i 01- and s c a a Architects Landscape Concept Plan 800 N'M 8th Ave. Po�a`d'�A 97209 Cell Site Dawn bY: Checked by: ,Dob Number. 93085 Phone: J)tae-925t 222-5512 ;�faffle Street, 8540 WN �. Fax: (.�3) RTMILDREN DESIGN GROUP, P.C., 1994, ALL BRIGHTS RESERVED Q � l!° 94-0263, SIT 94-0039 '�•�Oi�1°'f°' I 9 of 40 I i If this notice appears clearer t1j,,111 the i document, the document is of m��•gin,�l y, r .: .• ��I � 1 � I•�.i � l �..l. �� ,.: '� � � ...�... � `� I ! � Ill I � ll ! tI I k � � .. : :: . • _ _ . � � � � t � 1 li Ill! ��Ii�illl IIll�llllllllf�llllll(Il�ll:� 1111EfilllilI IT 14 llhltill III 1110111111111Ilindlllllllll1llIM ,M Illy lililt 1 4 1 ' ' . 7Rpr,.va..^•'•.I.'.U•v.rRlll�.rr'-. ... .�_ _. ...M y. .,., +,^ I I I' I� I� 1� �J f� j I, Ke.,Ynotes r'�• S � 1 . 11 '-5" x 27 9" EQUIPMENT SHELTER, PAINTED CONCRETE 3056 2. 100' WORD POLE, PAINTED E I ---- 3. 6'-0" FENCE WITH 3 STRAND BARBED WIRE . : 4. CELLULAR ANTENNAS ON SECTORIZED PLATFORM � 0 LAND, 0 EG (4) PER SECTOR, (12) TOTAL 4 OF 2 0 t 07 9 a � � b r d a s o o a e � I1 11 .-c�Y•—:-r..— .:X-: - — .. ... • �1 vrs��. ` i' ............................ :L;lf 1 n 3 West Elevation Ptaffle Street, 3540 1 X16'.= 1 '— u" BUP 94-0263, SIT 94-0039 10 of 40 ]wilding Permit Submittal August 1994 a MuDREN DESIGN GRoup, P.C. Owner P`�01° ' ` T" sioru: ?ate: 26 August 1994 Sheet Al of: 1 ARCHITECTURE ■ SPACE PLANNING Cellular One P'faffle Road Elevation 8 Cell Site Drawn by: Checked by: Job Number: 93085_ 11&30SW Kett parkway, Suite 325 • Lake osv"eg�o,, Oregon 97035 MYW46A� TJK � GM M[LDREN DESIGN GROUP, P.C.. 1993. All SO 244-0552 • FAX MI) 2.44-0417 PWWA&GINOWN1 RIGHTS RESERVED Q If this police appears clearer 'Jim) file document, the document IS of marginal gtia": y, ,� ,: •� � � � � E � 1 ( l ��.�.�� .#:� �� ..��,� .� 1��1.� � � � � I � II � I �jI � lCI1 � l � � if� ijiji { � 1.(i . f� 1 � t ( 1 � � i � � � I I itl � i ' i t II ! I I � I II lII l :� �. ;� i l .� E� �� ,�:�j . . .� f I � � 17 if ` { I�11u i 1 'a11411,11i li�lll(lilil�liillll{I�IIII lllill11111I ill . ! VIII{li�{Ililil�l�l{{{IIIII�I{{{II{�{illlllllll�l�ll 1��1� ! Itit�fiil1�11�� . . �14 . .. ' 7Y.n�srv..Y-•.awwwMwwiwrwan>. ..+......y..•.. i Ground iDNotes 4%IID A. All details are shown in general terms, actual grounding installation and construction may vary due to specific 3056 A 'F: conditions. TO SURGE ARRESTOR W4 VO -4�--� B. Aop ll mounted metal equipment within shelter must be ELECTRICAL GROUND ROD WITH � QR [AND, O ;:17�4�metal to metal grounded with no interference from dirt, t� paint, etc. LEADS TO DIST. PANEL AND TELEPHONE EQUIPMENT. TIE C. All exterior grounding and top of ground rods to be cadwelded minimum de th of 2'-0" or 6" p below frost line INTO GROUNDING RING OF whichever is deeper. D. Ground rings shall not be closer than 2' to equipment GROUND ROD 6" ABOVE GRADE AND shelter or tower base. BELOW GENERATOR RECEPTACLE. E. Ground ring resistance of 5 ohms or less shall be VERIFY LOCATION IF APPLICABLE obtaine(i. F. Each corner of shelter to be grounded from the interior 10' GROUND ROD AT 10' 0/C TYPICAL 1D2 halo ring to exterior ring ground. SEE DETAIL 1 G. Ericsson single point ground to be isolated from cable rack I with insulated wire H. Exterior shelter grounds in PVC through building wall I. Grounding kits on coax cable located at: (1) Antenna level coax cable grounded to tower top copper i TO POLE GROUND PLATE bus bar with ground wire to exterior ground ring. (2) Bottom of coax cable run before sweep to bottom copper bus bar with ground wire to exterior ground ring. (3) At external wave guide entrance to copper bus bar ring t with ground wire to exterior ground ring. J. Provide tie from grounding ring to f,,ance at every other TO HVAC UNITS — R post within 10' of tower and shelter. TO WAVEGUID E BRIDGE SUPPORT POST TO BUILDING GROUND PLATE C TO EQUIPMENT SHELTER 1 z BUS BAR VERIFY LOCATION TO INTERNAL HALO RING, SPLICE AT INTERIOR OF EQUIP. SHELTER IN ACCORDANCE WITH DETAIL 2102, AT EACH END OF BUILDING SEE 1103 FOR FENCE GROUNDING ('1 ' Schema-tic Grouning dPlan ii � 1 1 P = 1 '_0„ r 1 AMONO 5 Ptaftle Street, 8540 6UP 94-0263, SIT 94-0039 R 11 01`40 r Building Permit Submittal .August 1994 himmmwsww�� OwrE= Proct: Shat Tit1G Revi,Yions a Mr�.DREIN DESIGN GEtOt1P, P.C. Cellular One �faffle goad Details Date: 26 August 1994 Sheet D 1 of: 7 AIF-HITECTURR • SPACfi PLANNING Cell Site Drawn by: Checked, by: Job Number. 93085 N 11830 SW Kerr Parkway, Suite $ • Lake OrWn 97035 TJK NEM MILUREW DESIGN GROUP, P.C., 1993, ALL MA~�~ (5031244-0552 • FAX(503)24-0417a417 FMOMA a,..�w RIGHTS RESE VED If this notice appears cle;trer tht,111 the document, the document is of itiarginal quai..y. ITT, I U1 .11111 I _ ili� �I = MM111311 d��i«i� t � i �� ,t • S 401D 3056 YE E, i P TLAND, R N WISHED GRADE -- . . - ._..::� � i.::�:.�..:.::.:: .:......................' ; i.....•.•.•...•......,.....�� .i>;...........f.........:i.; ..{,......{ i ... � F : : i. «.....:.:....... ......: 1 " HOLE THROUGH(2) TRIPLE CRIMP SPLICE CONNECTOR ..... SHELTER WALL ;........... ;— N SLEAVE, .,-_ r� PV„ SLEAVL, PROVIDE ''► I` #2 TINNED SOLID COPPER "T' :< _ 2 TINNED COPPER - SEALANT ALL A .....1.;�-.; � ROUND AT EXTERIOR AND INTERIOR j..... !; r.. SEAL BOTH ENDS OF SLEAVE `':::•..•.1. AROUND WIRE ........... . —EXOTHERMIC WELD FOR ..... r , ••.•••••••.... SLOPE TO DRAIN BELOW GRADE CONNECTIIONS 112"_ ' /2' }.......... .. r PREFABRICATED SHELTER 7 ;.. i "0 x 10'--0" COr'PER PLATED ROD Q Q #2 TINNED COPPER t Y`.... i 's f I ir .t..... .»« :..... ...... ». ..... . ..... ..I..... i:.... s I T si €: 1.....l... i .{....... t �..... ........... .I.� ........... v •I••t...-..• 4 v .......( i .... ........... 1 « I i , .... .... ........ iti _.._...; NOTE: SEE GROUNDING PLAN FOR GROUND LEAD ENTRY LOCATIONS 1 Typical G Food_ Grounding Sleeve �D2 ) 1/23 — 1 -o 191B 1D Pfaffls Street, 3540 BLIP 94-0263, SIT 94-0039 12 of 40 a P Building Permit Submittal August 1994 •0 n. $ = Project: Sheen Title Reftiom Owre Mtt.O DESIGN GROUP, P.C. Cellular One 1Pfaffle Road Details Dates 26 August 1994 Sheet D2 of: 7 ARGIMMIURB ■ SPACE PLANNING phoeDrawn by: Checked by: Job Number: 93085 Cell Site I I&W SW Kerr Parkway, Suite 325 • Lake Oswego Oregon 97035 _ ,I, MILDREN DESIGN GROUP, P.C., 1993, ALE a G503)244-05 2 • FAX (503)244-0417 i1�1Y400"" I JK RIGHTS RESERVED If tills notice appears clearer, than the document, the document is of marginal qua': y. 14. 11 -a" F1 I lit � � � ' :,,�. y.,. ,..a � ,,�,t ;try:. +wr yv! n t�a ..,,:,•.. _ n,.......;�•: �T.' f �t� run.-r.r.+en..,.nrwvaw.ao�.-.. ..T.- -... ..-.•...,..a. .. ... ,. 305 FENCE POST OR WAVEC'UIDi Wt E. I J ` 0 I ,;JI' PIPE COLUMN � P LAND, 0 EGON EXOTHERMIC WELD AT WA VEGUIDE BRIDGE, (2), ' AND AT FENCE CORNER x POSTS FINISH GRADE " ': - - PREFABRICATED SHELTER fi.......... .............; i... ».... , ;._....... �..»» ' (...1! '.... #4 AT 1 ,_0" CONT. f ! } fly ... I {f� i v (6) #4 ...... ., ,, i i { V.0Q• ti i 1 Q t �.....+.....I ..�..... ........... IF i ....... .....».' , ...»I ». :,» _.._! 8 BEND RA - ......... j...,...» `" ...........:S• S .� �,�,'\ '�,�% \� i•�•fit •'^.• ,\±:��'.', ` �.•`1 �� '^, �, `; - `S ... ..... ,.�" ;; MINIMUM .1� t�l.�� .'�• , .��;,� �-� �.- r` ;:��• �' c ��i� _ _,.. _ :lily -i11:�_» IMI:......::# ft: . i IIS (.• `: �� \� .. I?,+. 1 r; \: .. � �•`�: ��, �,\i(, \� :.I ,^ \:/1\'�.ij•,»' t i.•»•.•`.� •; •_ •( �.J i ' j............ v I:......: ..�.. ....� .......� .j ; . • !.. i• ............ M: MINUS GRANULAR BASE .7—i I v --TO EXTERNAL BUILD[NG EXCAVATE TO UNDISTURBED y a ;� OR COMPACTED TED FILL GROUND RING � : ••••• ••••-• SOIL TT U 4 00 A i/. /i , .:j,.�•/%\ �`� ��',�. .. \%'�` `�,�`/�� BOT/FOOTING DEPTH i`%!/,:'. ' .� OR BELOW FROST LINE CLR. t _p ,�` ` WHICH EVER IS ( ; �' GREATER �/""�1 fence Wave aide Grounding2 T ical Foundation_ S D3 1 112 == 1 --0 1 1/2"= 10)v 1E 1E D3 ) 2A Pfaffle Street, 8540 BLIP 94-0263, SIT 94-0039 13 of 40 7 ]Building ]Permit Submittal August 1994 a Owner: Project: Sheet Title MILDREN DESIGN GROUP, P.C. Cellujar one ]Pf'affle Road �: AROEMEC'TURE , SPACE Details Date: 26 August 1994 sheet D3 of: 7 11830 SW Kerr Parkway, Suite 325 0 Lake osweg% Oregon 97035 _ Cell Site �'a by: �k� by: ,fob Number: 93085 (503)244-4552 • FAX 6503)244-4417 we..e o...ws� 1 JK WM MILDREN DESIGN GROUP, P.C.. 1993. ALL ti RIGHTS RESERVED Q sem, M#h'1!w M.rge/e'�'f WiiMllll' �,. .. -' 4 •.wiv,m:bR:rp,rn.M.i4Mrk�,. ; -.:, -:r,.. .. Ynw..�+.tlwa»:n n:t.«� ,. o-"R..,�.w.en•,..o-..,,,._,.._. .. ....._...,.... v.,�'.p�w•rN,+ikp`: If this 110lice apywars clearer 1)j"fin the document, the ctocul"e"t is of m-arginal qua'.t- ly , - f Y{ III � I { I { � { I ��. .�r. � . - , : �� .:.� ��.� � :� • ��#�� I { � � I � I � � � I { I � { � � � � �1� iI I � 11�1 • ��• 1 { I { I { I I { I { II IfIII ISI I i I I � I I I I E I I I �� I: I. I ::� � ,. �. �"��- �� :� �:. �� . � I ( --� .� : 14 , - ilrlii�llll�ilillllillilll�lf Illllll�llli Illihllilllll�llilllill�lllil!!!!I!!I!I!I!!IlIIIIlIII�!!!!I!!l� I�il�}� - �� r � ! Iii i! Ili 1MIRMIM 40 �l f ?„ 2„ 91A �!!Oiid T N 3056 .� i N 0TH SIDES � R ND, OR;0� N I DOOR AND FRAME 4" 4" - OF PREFABRICATED EQUIPMENT oo �.,.. PREFABRICATED EQUIPMENT SHELTER Q ENT �•"'�"�� SHELTER A #4 D AT 1 '-0" CONT. N (3) 1 " DIA. HOLE 20' 2 ANCHOR PLATE BY .......... 01 SHELTER MANUFACTURER ' e o ~� SEALAN T -----._ . . .......... _._..................... JL f— ASPHALT IMPREGNATED - _ _.. FIBERBOARD : »..............i.....{..... .... t »j....i.....j.. - J �j. f � ..� ♦, i•i i�•= I =t � 'j f'.I ^' ° ....... ....... .. r r7 ♦ {• I(,.'l 1� j �♦1 I �� '-1 I �' •.., f ��♦{� ( �1}♦ (� ,7�J i,' t_ �, r.lJ�' v �i�/` ° :.i i j �::..... .:1 r.....__...: i {t j ( ......... ! `� •%(� v V!/ J�' �/ •., -J i�, ��U. �i l��J ri '.:�'�'!, ° p r~\\ 1t-'�`'ti� v.::�� !r �f��' � ,1.•,./ �'♦ v ....... E { '."_.'e � f � t i i`..-...... i i ! i '/S,;t•�.. �J �, '• r\ �%:• :i♦•��\(,r,.., ^\e%• j"•., :, v � //''''�� +• .d �::� .J C.:J�.� • ..1 =...::.� ..... { ....... !..... `.• ( .., ` r.:;�..: l.Z .t rn ly CO i2 f•!, "N �� a C' ri `� r.l l7 /r Ci :.� i w • :T '...,...c.. :. T �� n j .. \�`..1 `-.}^ - �...;... i> > �i / �'s `i til f'� �! \:1:" /. _►r _ ; , 1 ,� i .(i I� , r ,` !TI »...... 4 A t 12 0 C EACH WAY i �' « , ,........ �' rj L � .� / l; � > � 4 f -< # � 1 r'. 1 �: r'' �r1, . '� :�� 1! d .. .......... ........... i� ?/ V� r♦ r............j 1/ �� ♦ ./'� t. Y {' •t i + c3%1 :�„�; r :� 1,i=� �} ,. � ,;�t" `• v ° t : , ' ..».... 6 4 = `err} c+ c]t'1 `� � �i'�,Qrlc, ,: ^ QnaCl .;. ° I i... A.S.n.i.,7..{. �• w. ..l.. .i..... « ...... I1-77 { {. v :::: : f = == v - �... 3/4' REDHEAD v { { , ; r............. v • • ; r { {..::::::::::' o ; ...... ...... WEDGE ANCHOR WS-5850 ::� MINUS GRANULAR _ I _ :::::::::. ........... -. - N I.. �. :..,. . l...•.....;...�.. z { MIN. 2 5/8 EMBEDMENT m + BASE `�' I ~� Mi " EXCAVATE TO UNDISTURBED �I i ! Mi ` :::==:::: SOIL OR COMPACTED F .• .' ..i7 E v a ::::::: :»� { t C ED ILL ® v �- . . yam-«” v v v rY \, i \, / BUT/FOOTING DEPTH i BOT/FOOTING DEPTH / \ \•/\. \, .' '. .,\, %\• A. l / �i `� 3 / //,•,/%�. \i //,,., ./ OR BELOW FROST LINE `�/- of OR BELOW FROST LINE �� i\�•' \`, \\` WHICH EVER IS ,� ��% `fir\\` '� WHICH EVER IS X \ / CLR. 1 _ , i/ r,. CLR. 1 —0 . �•''•�.� GREATER GREATER (717'� Foundation Section at [door ('*-2 Anchor Plate to Foundation �P4 1112) 1 ,-0» D4 I 1/2„= 1 $--0”B 2C Pfaff le Street, 8540 BUP 94-0263, SIT 94-0039 14 of 40 Building hermit Submittal August 1994 JP M MwRm DE'_,;IGN GRoug P.C. owt>�: PrO 5'hoec Title �'" Date: 26 August 1994 Sheet D4 of: 7 ARCHIZZCTURB �� Cellular One Waffle Road Details � Drawn by: Checked b• .- ,Dob Number. 93085 11830 SW Kerr Parkway, Suite 325 • Lake Oswego, Oregon 97035 dell Site T MILpREN DESIGN GROUP, P.C.. 1993, ALL " NW.w,.n,.t� W3)244 552 • FAX (503)244-0417 ,ae.taw�.ws� RIGHT; RESERVED ` •Males ..r.-•.. t If this notice appears clearer than the document, the document is of marginal qual.1L - • �I I I l f �. :: All ��- � •�. � � I � I � � i� I l I � I I t ! I � i I � l I � .� � � IIIIIII `# ,,r�,r � w ,,...,.,I f ifillll 11II�I Ii�lllihliilllll�llll�llll�llll Illl�illllillllllLilllll�lllllllll�IIIIIIIII�IIIIlllll�llll�llllh it Ifih1l� 111111111 :1 1 1 3 STRAND GALV. BARBED WIiRE AT 45' ANGLE OUT 3056 r AWAY FROM SHELTER Wi Y JR. j 'X OR TOWER ND, N GALV. TOP RAIL ► o TOWER Ar � 3 MAX. 2 X. 12" WIDE WA VEGUIDE BRIDGE X X• �� 9 GAUGE GALV. CHA D6 Ir; LINK � � WITH (1) GALV. CHANNEL <> ATTACH TO POSTS AND v \ RAILS AT 24" 0/C `� . < jr _ D6 2� 0 GALV. LINE POST AT 8'-0" 0 C MAXIMUM, 3" qp / ' � � / WAVEGUIDE ENTRY `�` CORNER POST . PORT Z. ` 1 0 GALV. INTERMEDIATE » US BAR �' RAIL \ / X )< \ IN <X; l r 4 0 GALV. PIPE COLUMN �.�` ! \' � , 6 GA. GALV. TENSION WIRE AS NOTED ON SITE PLAN ,� ', �x 3 _0 of 6'—0" 3'—OdeJf " I ........... I ....... MAX. ON CENTER MIN. MAX. � o♦. ' !_ — 81 —120 CONCRETE . + € .. t ............ I iFOOTING EQUIPMENT .; �, I �....� SHELTER • v.. v, • .:....... w • 1 ., . /� NN,� i IF BRIDGE LENGTH LESSCN IN ....... THAN 9'-0" USE ONE SET OF SUPPORTS I a 8" 0 MIN. CONCRETE FOOTING ri Fence lection2 Waveguide., Bred e Section VD53�4 =1 —0 112It= 11-0to 3A D54ACOAX Pfaff le Street, 8540 BUP 94-0263, SIT 94-0039 15 of 40 t ]Building ]Permit Submittal August 1994 N MILDREN DESIGN GROUP, P.C. Owne- P'°jwt Sheet Talc Revis-fom ••• ARC IITH Rl • SPACE PuxNM Cellular One 1'faffle Road Details Date: 26 August 1994 Sheet D5 of: 7 himw� Drawn by. Checked b : o w 11830 SW Kett Parkway, Suite 325 • Lake Cell Site y Job Number, 93085 g �WC� �!'!Cg►Ofl 97035 503)244"x.552 FAX M-0417 *� MiLDREN DESIGN GROUP, P.C.. 1993, ALL �..�.... 'g'� NMM RIGHTS RESERVED w*r oma.ws If this notice appears Clearer than the document, the docuillent is of marginal yt:a1db3,. - i � � t � � � �� i � � : r �� _w _.� .�.: �. ��-�:� �+ I + � � �� 1r {I� � � ! ► � � � t � � =�� i � i � �.� i��:} � • i � � �� . � � � � � ! � � r ; ; � I I t I J i l I I t IjJ11.1 L .I.' i: .tIff17 •" � ' . � : � •: •� � ! � 1 � dill #11llCilrllilll1lllllillf�Illil�ill1 11« X111{��l�Nl�l�lulll�ll�ll�t��i��I��i��i1'��i��il�i►��i��il��i� ��l�fi► l� llf�Glli � � . + °O�.rv..gA,NMEnrrafn.aq.u':.n.n. w,-.r.v..46 i. - • 1 M ` 30b6 W E ^E. � y � PO TLAND, REOON y OF ra CHANNEL SINGLE PIPE SUPPORT 12" WIDE GALV. WAVEGUIDE -- 12" WIDE WAVEGUIDE BRIDGE CHANNEL WITH (1)12" WIDE GALV. % "0 STAINLESS STEEL WAVEGUIDE CHANNEL THREADED ROD WITH NUT PROVIDED BY CELLULAR ONE AND WASHERS ABOVE AND BELOW Q 3 112" 0 WEDGE ANCHOR AT8" O/C COAX SUPPORT BLOCK L1/4x2x2x2 -0 APPLY IN SEALANT BED 1/2"0 GALV. BOLT THROUGH GRIP STRUT FLANGE 40 NOMINAL PIPE HEAD WAVEGUIDE ENTRY PORT 1 Bridqe Anchor at B9 ---- 2 Bridqe Suppo rt 3 -off 48 D6 4CCOAX Pfaffle Street, 8540 BUP 94-0263, SIT 94-0039 16 of 40 Building ]Permit Submittal August 1994 o / MILDREN DESIGN GRoup P.C, C 1 �O Sheet Title 0`w Dates 26 Au T ARBA 7=RB • SPACE PLANNINGCellular One ]Pfaffle Road Details gust 19..4 Sheet �6 of: 7 11830 SSV Kerr Parkway, Suite 325 • Lake Oswego, Oregon 97035 �..�,.�►.�. Cell Site Drawn bY: Checked by: Job Number. 95085 �J03� 244-0.552 FAX�� 244-0417 �JK MILDREN DESIGN GROUP, P. .. 1993. ALL a � ~"�.�'°„�.�" VMM P.C... RESERVED .,.Y.,w.ew.=........n,�....ew.,�..,..,.....,,�.:•:.a�.y,....�..r.� - .....:...p.:o:,,:;:...;..;,::::�iRWwib,�wi:,r.,,•nr.,,,,,,,,,,ewu.:+R'�' f i If this police appear, Clea►-er 01"111 the document, the document is of marginal qua!;ty. lf � I � � II � 1 { I _ + j � � � II � It � f111 � ! ( IIl � I 1 �1� i I I IJillI ( III ` fl I ( � I I I I I i f! 11 1 I I I 1 ! ! 11 � _ �� ! : ►�� .�. _�~ . ^�, �-��!!{ i�{ifl{ll I{i{ 111{�{{i{�III11{I{I�{{i{I{{�I�I{I{ IIi{�{{{{I{II{�{lilllJllj�{illllll�ll � � �. `� � ° � � : ... °. I[{ii{i{101101{11{ {1{Oil I 3056 E >' �� R. ND, OR;O� --SINGLE PIPE OF SUPPORT CHANNEL NOT _: VERIFY DETAIL PER GEO— TECHNICAL RECOMMENDATION 4"0 NOMINAL PIPE COLUMN " MINUS GRAVEL AND Pbr HEAD 12" WIDE GALV. WAVEGUIDE CHANNELS COAX SUPPOR-i- BLOCKS o1c " o0OOocpc OoOO'Cppc �Oc OO�OO�O0 0O o� o�O oOo oOo� o Oo O oO o O 000 000 000 000 000 000 o0O 0O0O o0o 0 0 0 0 ' OOOOO00 O oO�o �o , � �oO�oO �o0�oOO�o000000� STAINLESS STEEL 0�0�� Q 000 000 000 000 000 000 000 000 o00 00O o0,O o0O 000 0 000 0 000 THREADED ROD WITH NUT 11 O Du AND WASHERS ABOVE AND OO Oo O O OO O BELOW �00 0 O O o O O O 0 O O 000000 000 000 000 000 000 3" MINUS GRAVEL 0OO00000 0O o 0000 0 0 0 � O00 0 O o 0 O 000 000 000 000 00 00 O O O O O -III. III III III III III III I II_ I � '- -� , i MIRAFI 60OX UNDISTRUBED SOIL r_ _ _1 ' Bridqe Section ( 2 ) Gravel Yard Section D7 > X12►,; 1 ,_0„ D7 3g,_ 1 ,-09, 4DCOAX 6A Pfaffle Street, 8540 BLIP 91-0263, SIT 94-0039 n 17 of 40 r; v ]Building Permit Submittal August 1994 e ti --M ��: PMJCCL- Sheet Title Revisions . MnDREN DESIGN GRQUP, P. Dt. of: 7 ARCFi1TFCIVRR SPACE Cellular One Pf of f le Road Details PLANNIN 130 SW Kerr Parkway, Suite 325 • Lake Oswego, Oregon 97035 _ Cell Site Drawn by: Checked by: Job Number: 93085 18 MILDREN DESIGN (M 244-0 52 • FAX (503)244. 417 p*mja00..ws� TJK I RICHTS RESERVED (`GROUP, P.C., 1993. ALL 1 I,. I ,nrl+filh`•Y�i*.'N,v.i,,.<.r 1 � t7" 'Y„�idH If this 110lice appears clearer than the document, the docun: ent is of marginal qua':-y. ITII 1 1111111 - I, _ 1iI( V1111111111Ti 11114# � I1 1I � I � � Iil � I � � I � l � I ► I1I � IIE � . , � EaI_ L� �: . � � I � I � • 1 �t1� lllllll(Illllllll(illll(IIl�illlllli(�il(1 IIIiII(III((i(�l(IIIII(Ir, (�i(((I�(iill((((�((((lIN111I((�IfNfllil Ifnlli1�1llll General No A. Verify and confirm all dimensions and conditions shown or Q. Reinforcing bars to be in compliance with ASTM A--615 implied on the Drawings as well as the physical conditions and Supplement #1, deformed, intermediate grade steel. IT . 05 �n o the site. Notify Architect or Cellular One Field Construction Grade 60 bars unless specifically noted as Grade 40. tA I RManager of discrepancies prior to start of work R. Concrete shall have c minimum compressive strength of , � B. All materials and workmanship shall conform to the 3, 000 psi at 28 days with a minimum slump of 3 and a Uniform Building Code, applicable State and Federal maximum slump of 5". Concrete to be in accordance with requirelments. ASTM C- 150, Type I or II. Water to be potable. Aggregate C. Soil BearingPressure: see Geo— tech r ,h eport. ►n compliance with ASTM C-33. Use of fl ash is prohibited. OF y p b ted. C. Provide erosion control as required by governing Admixtures when used are to be in accordance with the jurisdiction, following standards: E. Remove all e:;isting concrete and organic material in areas Air Entrainment ASTM C--260 shown to receive walkways, service yards, and buildings Water Reducing Agent ASTM C-494, Type A to a minimum depth of 6 ". Use of Calcium Chloride is Prohibited. F. Grub out all stumps and roots larger tha�i 1 - 1/2" diameter. S. Metal Fabrications to be in accordance with ASTM A-36. Remove all scrap metal and all foreign materials. Steel to have one shop coat or to be galvanized. Welds G. Dispose of cleared and demolished material from site. with E70XX electrodes in accordance with AWS Standards H. Excavate for footings, foundations, and other by certified welders; 1/4" fillet welds unless noted improvements to sizes and levels shown or required. Allow otherwise. All connection plates and bolts must be coated for form clearance and for proper compaction of regLJired with bituminous paint prior to backfilling. backfilling material. T. Tower and waveguide bridge supplied and installed by others. I. All footings to bear on firm, natural, undist;arbed soil free U. Material supplied by Cellular One as listed in Statement of Work. of organic material or on engineered fill. J. Excavate oil soft, wet, or soil of unusual condition to firm, natural, undisturbed soil, and backfill with specified fill materials. K. Compact areas beneath structures and foundations to 95% of maximum dry density in accordance with AASHTO T- 180 or ASTM 1557, Standard Method of Test for Moisture— Density Relations of Soil Using a 101b. (4.5 kg) Rammer and an 18, (457mm) Drop. Moisture content within 3% of optimum at time of compaction. L. Backfill material to be selected natural fill material from cin site excavation or off—site borrow, to consist of the following blend: well graded granular pit run, or bank run sand, and/or gravel; small cobbles up to 1 - 1/2" in maximum size with not more than 10% of fines posing through a No. 200 sieve, or approved on--site excavation materials. M. Maximum 6" lifts, compacted in accordance with AASHTO T-180 or ASTM D1557. N. Provide minimum of 6" of 4 "--/4 " minimum well—graded clean rock below Equipment Shelter. 0. Strip minimum 6" at Access Road. Provide minimum of 6" of 3" minus and 3" of % " minus well—graded crushed rock at Access Road, crown 3 ' at center. P. Concrete formwork to comply with the structural requirements of ACI 318, Chapter 6. Construction to comply with ACI 301 and ACI 347. Pfaffie Street, 8540 BUP 94-0263, SIT 94-003y 18 of 40 v ]Building Permit Submittal August 1994 N O " M ftiect. Sheet Tltle Reviado t MILDIZEAI DESIGN GROUP, P.C. Cellular One Date: 20 .;�u uSt 1994 Sheet NI of: 1 ARQ-QT�L`I'URB SPACE P'CAWIVING ]Pfaff le Road General Notes g ~ awn by: Checked by: ,lob Number: 93085 _ 11830 SW Kerr F.vkway, Suite 325 0 Lake psweg,a Oregon 97035 Cell Site TJKMILDREN DESIGN GROUP, P.C., 1993, ALL WEM (50a,) 244-M2 FAX 03) 244--0417 ^"r"'Q°`',."f°' RIGHTS RESERVED Q 1f this 1100ice appears Clearer t114'(111 the docamernt, the document is of m,,1rgin,1l qu�r. .:;y, i �+ � � i �il � ! � ♦�-� � � �• � - :� � _� • �{��-:�� f I � I � i � �� 1 � 1il � I1lt i �� I � ( .I �� . ilil � � i �� i i i � ; I ► Ii iIi i i ► i i M � i -� � � I � ,�. h L i. ._I . . . �. .. . �• � :� � i i � rfix i w- 14 -11 � awn& --------------------- '•ref..O..ar.M'e11WY4..ywV'l..aPa,. ..{..,-.ter. ♦.••.of '-ve.. .. . .I J -MMW ,� •"�, N `SSS'. 16436 104 9 woomat �... .,�. I y o s9..ou' •F 5M AffMaW M /IGM 5i'X AM� X. POS(;+013,GfIDN r \ \ AW1 20F \ N �MAii x /' 111, Y! ��\ir,M_■M 1 : WOOP POLZ 6 n t 255°1U N" fOP Mf& COAX .-f,• ��• 1_'. u �' �� or 5ywM G0451545 OP2COM a '�~ 0 U56 M, z -- -- #2 COA1W W. 2 � o M�cawfOP5. 0 - , / 05 ,,; - 5v 5/8" PIAX 10' \ �.� aA 5 k2 WOOP 0W i IVl/I 11i5.OW �0 i� 3/ 1611 - I�- 11 NG � 2 1001-01 1 -0" jW.! �W � =VA�_j � ,t.WOOt7 Ptd 2'„a ', �17Nt7yllm GI�IrL W"PM Af 10 -0' I�Vq, 3a.0�j gyp, HDdIC,SAEt'S/8" taut W/ X244 fOP SAN. w/C'i. i'011 G I" � • s X246 vOrOM 5M TO 17�AR1 -- ITEW ver Q V M, _ - "`A comm vaerr LOCA" PLW 10' (MV VOTY) 22" MN, M&AT '1-4" a �° 7== 511 GJ�iOI,Nt�l.�11�,—� t�f/ll. �1 � n�. Mv WCAM or O Q 2500 P51 CONOM MW a a d Pfaffle Street, 8540 BUP 94-0263, SIT 94-0039 19 of 40 4'-al 5M 1w`Xf O1 pPJ IPM I 49;A 1 I - - ... ... {�., .. ,mac....___� ,,.,,.-.. _ .._ —....._ ^„_ -r-,.._�...-.►.o,i�r'�� If this notice appears ctr.i>irer (1119111 the document, the docurnerit is of marginal (Iti.0.1y. till � I � I � I � fhlliMfill ��R�� flui��l�ili�iirtii�li�� I 1111 Ulf T"M E 44,, ; 3r•at..w.rs.ww«nw vas+wrr..- -...•.. _`..;•.,,..-..�..«:,�s w. �, t t 16436 MATERIAL LIST - PIPE MOUNT ITEM PART No. DESCRIPTION I LENGTH REQ'D ull MT-208 2" X 48" PIPE MOUNT 48" 2 12 MT-209 2" X 36" PIPE MOUNT 36" 3 SE 13 MT-200-13 1/4" X 4 X 4" PL. 4" 2 HARDWARE LIST - PIPE MOUNT I MT-200-04 3/8" X 3 1/20 BOLTS GALV- W/N, L 6 MT-200-05 2" U—BOLT GALV. W/N, L 4 r z 01 12 0 I00 lt� 12 ' 90 CORNER PIPE MOUNT 00, DETAIL 13 v � o4 < � MICROWAVE TOWER SERVICE INC. 1930 LEWIS St. SE PIPE MOUNT SALEM, OR 97302 DETAIL (503) 371--7030 Pfaffle Street, 8540 12/30/93 BUP 94--0263, SIT 94-0039 MT-200 20 of 40 WOOD POLE TOP HAT ' D.MORALES WG' SMLWARE2 ASSEMBLY DRAWINGScNX _ — - _ NA '4 OF 4 4 pt Fffi npJ mvj. 5mt-qmp PY,�Mf ffff _ 2 OF 5 If this police appears cle.-Irer 111,111 the document, the document is of marginal qua!::y. ( i � l ' l 11i1 11111 I III I ' A F I 7G`lY2 i .11.1�• f 's yJ�I r' 0 i. I 1 iq I + C-)� s '� A- 36 7 _ Cr EOON4,_ O qq TJagpk � SCHOLLS CELL SITE General Notes: 1 . The completed installation shall conform to all applicable federal, state and local codes, ordinances and regulation, including necessary permits and inspections required by the governing authorities. Do all work in c, neat, workmanlike, finished and safe manner, under competent supervision. z 2. Visit the site prior to construction to become familiar with existing conditions 0 and other factors which may affect the execution n of this work. Include all related costs in the bid proposal. 3. All material shall be new, of the best quality, manufactured in accordance with ARI, AMCA, ANSI, UL, or applicable standards. The use of manufacturer's name_i, models and numbers is intended to establish style,equality, a erance q Y� P P and usefulness. Proposed substitutions will require written approval. .J 4. Protect all material and equipment to be installed against damage by other I trades, weather conditions, or any other causes. Equipment found damaged or W C In other than new condition will be refected as defective. 5. Remove all debris to be abandoned and leave site clean. Remove materials not U scheduled for re—use or to be returned to the owner's stock. 6. Perform construction and installation to avoid disruption to the landlord. 7. Concrete shall be 2500 P.S.I. minimum ® 28 days. Mixing, placing and curing or concrete shall be in accordance with ACI 318-89. Slump for the foundation shall be between 3!' min. and 5" rnax.. 8. MOINOPOLE FOUNDATION A. Prior to pouring concrete, the base of the excavation shall be free of loose soil, slough material, debris and water. S, B. Plumb pole, place concrete and vibreate. kAj 9. WOOD POLE A. UBC 1991 code requirements as modified by the state of Oregon: S 1 . Wind loading from 80 MPH, exposure ."B" v � 2. Minimum pole diameter at the ground 1--vel: 22 inches. 3. Minimumembedment ole per UBC formula 2907 P P (9) 2.A. � 4. Wood Fo!e to be douglas fir and meet structural requirements of UBC table � Z No. 25-- E: F c=1250, Fb=2450, E=1 ,5000.000; class H2. B. Pressure treatment (P.T.) 1 . Pale pressure treated with chemonite to 0.60 lbs. per cubic foot retention per AWPA C-4 standards. 10. FOUNDATION INSPECTION A. Excavation and placement of pole shall be inspected by the Cellular One Field Construction Manager. Pfaffle Street, 6540 ,9_ BUP 94-0263, SIT 94-0039 Apri 21 of 40 #�MLLMCYV 1 If this notice appears clearer Oum the Jdocument, the document is of marginal I . 1l I ! ! rtHill I � I � I � I [ / u N .. ..... _..-. . I � : � ��#�lI! I�li��111�11llIIllllilll�llIII1111�1111 illl1lll14 l�llll{IlLllllilIIIIIIIIII�IIIIIIIII�I1lllllll�l14111111�111� 7..sr..:..*wo�w:rswn+vnr.+a•.* _...- .,.L..-«-.._,...::rtlw .,... ..,. .m INDEX Of SHEETS \ 27'-9' caowalE>E .vary SH / DE'SCRIPTION "'" lis i!Z]E7I AJD7 EPS Rw MLMN #wrarm IrIsWAnOV _ 7£ SIM 0 1 EXTERIOR ELEVATIONS - _. _ �+ol� spew tri tx� �O Anoro • 2 1N1ERl0iR E1i1vAnoNs J/r' Ptrrro0o -acwar rr s+aMr • 3 00NDUT ELLVATION:S 114'Naoiuor IYPrrX qq Act�[IG7C _ �..� • 4--1 0-ECTRICAL SCHEMAM /1 19 _ 7 F1E1D 1rOftrc a 4-2 a MTRr-AL 9CHMAT1C /2 ►/�' >7l[ S MDA LIST 4#r AC F1111170D A GROUND BAR DETAIL fIr cb��SAW S£C110N 'A-A' ►/T Krrtx�D I MOMN HECTOR 11e AveLw 7 ALARM t HVAC MIR00 ME MW AMV rYFICAL WA11 . e PE RUA�R BEAM FOUNDATION Q0"p1Fn ^' ` Si STRUCTURAL LAYOUT ROOF '±}y=y Sfl?V1C£ s2 !'TRUCTLA& LAYOUT F1." EIVTRAMCE S3 STRUCTURAL LAYOUT SDE PM ",C �. M MOM AGUAWN Lf LLS' M 044W A fL40MMMA0 OF as M LESS AND MAOM 11ELAPEO or 46o aR UM 34 STRUCTURAL LAYOUT SIDE M& 'C MIN A 110JMKLy Atm OF J QACifS AT JP[7�p[7rsTTr IlL YRRX"11 A AWME nIoW RAMAMM MU LDV TERM M A u4MMM TWX"33' OF J M CNILET AT I.W40F 0[7WSM AAD 56 STRUCTURAL LAYOUT END NNVL.S '8 ! D• ME A FL4AdC MW ar JJ AAD jXi a ur P400u= (;pr j#& 1 PRS MOltll Sf MISC DUALt NiDIIOR 14-ye 6 LJ7M ?V MW A FL4MESPWAD ar Sl SIRUCTU>eAIM LAYOUT FLOOR ASSEYES»Y Aw an i NO lLIMMV Is QAMW As Liew maw •-A ryW IM /MLR IMS UV MOP R AAo Lf AI CCAOU XV WIN ISO ArrrrA1ES pM1NM N #cH Mw WMI 1W ANO Lb AMM 8E AOIAL� AN JW Mw ~N ACCCADVAW WN ?W�►a,T 0j EQM ELEVATION A aftenow 4. 913M L L: ROOF LAE"LAAO - M PW MIO 6ELOM- 100 AVW saw taw MMZ - 47 pw am LDW Mw - M pw 900r PK 0M LaW - 52 PMr • 0 Milli PML Lbw LARD -26 pw � SZw - 4 MILLD X M L M' PLACM ON A SLAM CII PV#*AE7M K4M R7LAAi04MM or OPAM :I Oa re - 3000 P.90 JA 044 LLEWUM MV 2 7. SAM^ Swu W LOCAM AVE MW IC' FMH iWY FylI0MY LAW ON NlMKIM LM' LVK BETWEEN IT AND All'07hKY SLOXrrrC 499M M ]CABLE 3-A 0= LL MALAMI? NOT Deppio RW IMTIWAMW M MM RAW nos -- ans -- :ats O ELEVATION Cin Q- 11•-11" _ Q) w �z LU T—i.RR 20 3 7 O % MOWN I � 1 4 4 . ge"=Rng i ■iiN11i :. 7 ��"ANY raP SILWMF = a L �� o &r FLOOR PLAN,. SITE A"F- PfWDO BY ON--SITE OWNER." L>FL�1FiE�iLL Iasi! III wIVER. t _ E I� B R E B 0 N D 1300 Dav=port Drive Yiadm Louisiana 71055' 918-377-1090 T N,A� AW CELLULAR ONE _ r�LTul P�orrxn NO aavrun o�.>tn i? PE'Ufn.Zil at[,d-ll-N » w PORTLAND _ L:d1r01L�1101i AW UM OF I EM MWOMMI AMW NN[D FE1Il)N LML.tI11 DAM � WAN EL EVA TION B ELEVATION D M 0wM3Ky AL1 LL>aim a„� 11 —5 X 27'—9 ,-9 EQUIPMfNT SPIEL R er ntll*Am cowKw A w a Pfaff le Street, 8540 "ft""M' 06" EXTERIOR ELEVATION olM►wlNos wwE L1E� Darwr- Ar*.�Nn L7iAfL BUP 94-0263, SIT 94-0039 vrM nml TILE UNDMI Malo o/fTIMIT M4104 �PQM- AK.rrr DA7G -11 22 of 4 0 i^ REV. BY DATE REVISION 2" or THM WILL SEE or- ' >�EiT 7 ° 0-2659 - ARP. DATE FRE Y NQIMIED OF D" A/CG2107,211 S N0. �. ._....—. ....y..-m.... x11.VP)ILIMIM'W : %'RYIItl.^'I4M1�MFFT11:�.►w'i«....,.. .. _-._.-....:,,......_P^.MNM'::a"Yi/RA`:Jf^MY9f—Ilfvrmea>Ir.+.!MMMT».rMwPr!!Fi`,':"'' 'rau _ .. _ - ".��IYMY .. :1-4:. If this police appears clearer thaul the document, the document is of marginal quality. mow � IT r.. { ' 17 I �{{I16 X t N � f � f I 323 1/2- 120" 51' 7L 0--j@j r---� 1 101, �6 S. 1B . to © O f 11 d l r 1r d 9 9 - 480 C4 C44 d H9L - I - -- F .......... ' 9 4- 11 47' 26' 4, 130' ELEVATION C ELEVATION A 2, 1 • ! 10'-7 11r4 127112- 2 271/2'2 I I SWK. DET. W 156 J14' 41 1 4' I I Q LIAC WIMGE 84c OF LKJNT 1 1 13•-d' x 7•-2' I ,l f6 1 Pyr --t 4 16 1 ^ i . to I I 23 1 2- 23 1 d $ I i - 16' 5 9 h r� I I 3 q ' N L— _J ~ Q4• 1 2,r N 7 ELEVATION B ELEVA TION 0 CEILING VIEW CONFIDENTIAL AUG 16 1994 S1 r`_ NAME S17E NAME BLDG. No. 689A 691 B F I B R F B 0 N D 8 1300 Davenport Drive Minden. Louisiana 71055 318-377-1030 T� A CELLULAR ONE d � — E]+iw. PIIgrEJItY Atil CQfUN Dll.m P. PED/ilOL4 aT[,d�-Il-A1 TRADE IMI of i otem oNo °°MP°'WAM A"" `"M PORTLAND 31 A I 1NL3E dMMINOs OR T11[ �-� o11TG --� 11 '-5 X 2T-9 EQUIPME;'V'; Sf1ELTER ry lls COMEMY ALITl101rga D10.11Y MTi� Q�� i.. lir Fl/I ENNO COMMUMN is Raffle Street, 8540 lnMMY '"OHMM TM= AK.ltt aT�, INTERIOR ELEVATIONS 94-0263, SIT 94-0039 11M I'm ow @M4 �- V= eM na un 3esv*ow 23 of 40 TINT MrMw MW wo co an, Oncow OWA . Pommel- SM Mrnn M _ - REM. BY DATE REVISION APP. DATE Y � wCC?107,2115 ►, q� ,2 so. I D--26� C9 s.nw ,.»xtiw asa.c�u, , lY, ORAL Mrw- L ,. -^•r"..,.,.....,.,..,,—. __..�__ _... ¢Iu wry.,a...c,..,.,n....:.....�.....�,......W.:.v.r......,.�.�.,.w......___ _.,.......---..., _....�.. .._._....._ If this notice appears clearer than the document, the document i:, of marinal ua0:; q Y .�.....�: � � 111i'111 1.1 ' it ► 11111i i .� i �� : -6it �.�: :�_...�. � Ill i11ilfill 1111111111111 1111 1111111IT111111111 III�Il��l�r��«��I��it �rr� .�F.^LLvs'MMIYVI.M.\ev.mvv.-�wr. _�.�..M.�w.. v ... w ' • 26'-11 1 r J2J 1/2- SEE /rSEE AOOrE 120 - ----------- 0. 0 � a 6 1 in O { 14 i 7-q � d 9 9 ELL ATION C — ELEVATION A 27'-9" S 10'-7 1 r ^ 127112- 2 + s s 2 I I 1 a i J'-e it 7-2- � Ole I I s 71 I I O S I I 1 a 1e 1 4 2 7 ELEVATION B ELEVATION D CEILING VIEW .eta CON FI () Fi-\1TiA �_ I. aWOU/T®caoxUM4 RFCnFIDa C1RlCt1f►TS 9 & 11, 1J ! is, 17 & 19, 21 a 2.3 A U`.3 16 1994 COAOW SCONTNNS RECMER CIMXM 12 14, 16 & 1& 20 & 2Z 24 & 26. SITE Acu1E: SITE N AAE CONDUIT KEY_ BLDG. No` 6898,6918 -- -- Arm 7'STi1E&AIS PVC PIPE 1- 1 B R E B O N S ?1r JGI�1/? 1900 Drrenport Drive Minden, Louikwm 710.56 919-377-10.90 ac.1 xC-1' ERIK NO� � P PEDWZZ4 a-�-11-�r CELLULAR ON D-1 1/+ �••l 1�4" xa�I 114' TWM lE=l OF FIM E '/r JEFF=r '�� _1 a/r ►„ . Aw � of PORTLAND THM.. OWSWU m TN[ CHK.M DATE C-2 1%1" W-2 1/r XC-2 112' ��=��~ANED H� ,3 DWOMY �. ,.ri �,�, EQUIPMENT SHEL TER EZE ��N ~ N�.� '`r ".�' 9r FIMESONO COIV011A110N If Pfaffle Street, 8540 SINCILY THS BUP 94-0263, SiT 94-0039 °R"'"N'a ""K ° O 01�'O 'Y °A�' CONDUIT ELEVATION uTtio w1N n+E uNoeleT�Nallo -- 24 of 40 Tx�r Now mmumm oR AW,m GTL — CIHE NK OWAmNc PR or TNn "u E — '�L .3 No D—?_ 659 REV. BY DATE REVISE 1N APP. DATEr NOf1FIFD OF TNEIIIw► Mo. AICC2107.211 s 1�►. If this notice appears clearer man the document, the document is of marginal qual' CD - i � � i i i ' � � � .: � '-.'�� :��.� � + i �{ �i � i � ijiji � � �� .� � j � ji ,fir � �� 1 � ijiji i i i i � � i � i i i ► � 1 i i � � � � t � � �. �. , . 4�^ .: . �� . �� _ . � � � l A Will 17 11 IT ' ��tli {;�{�{{11 f{{{�{��{laf{{{�{11111111�111111111�1111 lli��111l11111{111111111+(II�IIIIiIIIl111111{111111N1�111111111�1�11 III��t�t1 {l��l�ii �r�� +"+n wN•:IDwwpMebsaMY�6rw�.a.-�T.- moi.v..-.......1 N.....v... .. N, • rt) A4ANUAL TRANSFER (42) /4 /J/0 PANEL CIRCUIT SE,YWCE. _ 120�24o AND VAC cEsicNA TION: NfA L DAD SCHEDULE LOCATION: LOAD LAAOPER PMSE (VA) -- � (S � � �, LOWPER PHAS£ (VA) LOAD ue�cRlP7how WT PHASE V.A. A .-_- .� � � k PHASE 0 M1T B rr ?OaA - r A T' B U C VA p DESCR P M J304 ja4 /105 1 1 2680 _ 2680 _ 30 2 10 10,000 7HHN '� 'T oaQ 10 2 _ J /1015 V2 I AIR CaONDIrAOY�A N /1 I 7HHN 10, J0 - 2680 - 2680 1 2 J 1 2680 2880 - - 30 ? 10 10,0�0 1}MIN AIR CICWWTICYIA<R /? O 77Nv 10,000 f0 ? Jo 2680 2&V 1 8 5 5 2aA ?a - / NVT. Alla fXl. LPGtlTS 8/1 90/fOIQ - 81iQ -" �^�`�� J 125 15 f>t7o r 7 6 - x'10 r 12 10,000 1HHN 15� 7HtiN 10,000 l2 1 20 - low - 180 6 RECEPTA(JJ�'S � � 7 2a 9 SAlgli� DE7Ei;'7UR 1 1? r"2 13 1 1? 10.000 1HHN - �- 6j K j— A1077ON 1 - al THHN 10,000 12 1 20 900 ,d0 1 RE.CFPTAGLES DGECTOVP - 1�1 8 :--: J /12'i 5 REWY E7� 1 155? - iS5? - 30 2 10 10,00097., �� • 77#,W 10.000 12 1 13 - 30 1 SCROLL FAN 4 J-/10's ' 1 15,32 133? - - JO 2 10 10.000 j T7�HN 10,000 10 1 JO 1352 - _ 1532 f304 12 . 1552 - 1532 - x ? 70 10,olao RED- '� 7NH1V 10.E fo 2 30 _ 1552 - 1 I WOW" Sir no7r ffTE TO F1ER J-/fo15 Ba0w tJ .�/10 1 1 153? 1531 - - JO 1 ftp' 10,000 7HHN '� � �j T3�HN (0000 10 JO _ — 1 C NDurr NOTE 1 _ 1 ►552 - 1552 1 16 SIL J 17 1 1552 - 1551 - Ja 1 10 10.000 n4HN �� REMFII&V s REC7*0? _L I Jw 7HM 10,000 10 2 JO - 1557 - 155.2 1 18 SEE MOLE J T J-/101s MOW & J-/10's 1 9 1 1 1552 - - 30 1 2 10 10,000 774HN �- I T1�hW 10.000 10 ? .30 1352 - - 1 1 CbNDv? IVbJE 1 RECRFAW SH. J 21 1 1552 - f;51 - 30 2 10 1 c,000 7HHN �� 771hW 14,.00 ro ? 30 _ 155? - f5:5�2 1 k, ffTE � JQ�1 3- J-/107r 1 15.3? f55? - - JO 2 10 10,000 7NNN o THHN 10,000 1(� 2 30 1332 - - 153? f /10'5 �1 7H NV 10,OOo 10 2 30 - 1552 _ 1551 1T6 ITO i-a J-/1os 9 - 31 afK SPALL SPIE -•� ^ RED 9 ^ 38 40 41 RED - 5 7� 890097W - CONFIDENTIA1 - � roLrACE: 1zo/zoo �Ac crctF• so ;; 1 Wim. J 9788 9998 _ : moo 9708 SUMIPAL TOTAL LOAD � .U G 1 6199 Nt;U1RA<: ?00 AMPS AUNUFACTUI?ER: cl-I 'R hWmER J8394 VA iUN1r BRfAI�R: 201 200 .MIP FRAME 10.000 AIC 200 AMP TRIP -- TYPE AND GT. AVID.: P842JCC?OO1N1g � �� '� "�" AM AWS TOTAL AMPS: � Eos. "40c mw.• ® wrmm. p ® APPRIOVED EDLWL• p MOUNTING:: SURFACE ® FL vSH: ❑ 160.0 A - SITE NAME 1 S17E' NAME~ Ad2=. N0 BLDG. . 6891i�6918 1. A(1 W1RE 70 81: /12 77IHN/7?IidfV ----.-- =OR R5 Norm OTHOPWISE COM- M = BLACK EF I B R E B 0 N D 1900 Da port Drfve Hfndaa, Louiadwa 71056 318-377-1030 BWDD IHM !LAWS ARE 11E OOf nD- CROMWCROU AL = wrEE — OMC PRo�n Alm CONTAIN 0"-"' P PMRI)7�1 arW-l1-el CEL L UL�4 R ONE Wv � sEa�. °Y USE or _PQR TL�4 ND 2 ALL MlOItR Jv c�vRM 1p N.EC. co�oiannN. AlP/ usE as (19817) THM oMWos W THE �••+n onm �"`�°""°" °°"�'"°° "°M" 11 '-5 X 27'-9 EQUIPMENT SHELTER J. SEPOPMG 15WO o AER cWPcurr. Gly ,�� o�sn oAn AND TAC 1Sb' QF NlRE /N MARE11filY. rr FIT M ooRPOM e 4. sF ,F as�roNlvt�cT ue�Et�p Pfaffle Street, 8540 �A0N1��` '"`sE ELECTRICAL SCHEMATIC 1 RED TAG. BUP 94-0263, SIT 94-0039 ""K °�"�" °Af° vita •,w TME uNo�R:rwoao 25 of 40 TMT A"'''°"E MOM OR CAM EFY!hvrwlwNO. MG'C2107,?1 f5 „�,,, ,� � D-2659 REV. BY DATE REV310N APP. OATS OF THEIR - - - - - -- --—-- -- -- .� COIrEIOEIf(Y l ININIIE If this notice appears clearer than the document, the document is of marginal qua! ty, . #. . A . 14:ijlJillIIj !1t],l If1 � � � f � � � j � iIIp IIIImammmmN � � i � � � � � � � � � � � � � , i � � Yl � ► � � � � ! r � � . mow -'s'o &Lp�a aS1L 6"►L 11�(p li�1111��E�Itllilil�h,fl.11l�lliilll+l�llli �111I1+++1{#11�1IfIIf1+I�I11111111�i11111111I1111111f1�1111111111111 i19 Of iwM.r•0`.e/.n"bww P.'RII�.Y.r;w-x. nA.-+.r....w...,.XA.. ri a .. .y ' `j T R I 120/240 VAC 10 200 AMP SE?WM SUPPLED APD INSTALLED SERVCE UTERIIL, —y BY Sar Euvw-& coNn MOR OR DROP I SERVICE 8OND I j I j SEE N07E 1 N �l` I OVSGIf?NNECT S� 1- ------ DASHED LINES L0407E A.C. 16 �-- -, WWII I 1 1 BY 07HERS RELD WORK. Q 7 AMP I {-_1__1_-- ---o AO r- c I (MERE R£OUIRED) FAIL � ! r--__I I I SURGE GRIOUAaw aECTR+ODE I L--I--J 2. ALL CARCUIT MEWNS ARE 10,000 O 1 Til (� 1 1 r-! --1--- -+o kv AR INSTALLED AV ACCbR ♦ I A.I.C. TYPACALLY. A.I.C. R477A C ANY ALARM 1 I I -F---- ro N WMi MtTAME 250-H I I BLOCK I I j l I r` I _ -I 4 1" CONDUIT CHANCE AS EZEG7RICJIL SUPPtY 1 I I r - - -0 G 4 Jf6�� DEMAND CtIANGM ! --i �- j♦ A41tVUAt J Omen) SURGE FAIL __ -Jr__j .'L SMME BOND IS TO BE MADE BY /j/0 mHW S S C I 9 ESMR TRAAWERI L--J O SUPPLIEDDEMET ( Ap ACTURER, 2 NEU /N CAME 4 200 MIP AF NO SUCH 0 O L-� — f � DEME LS SUPPLIED. ANNUAL BOW IS 70 BE ANOE NTN /4 A*V GENERATIaI? A/ SEF CE 4 TRAMIFR GREDV FOR 100 AMP SERVICE AND RECEPTACLE I So CD�AERA7l7YP 18 AM GREEN FOR 100 AMP SERVICE CASE CRIOIAAIb ® REEPTACLE 4. MEN SMAX INSTALLED OMA %SECT 6 L-C� ® CoAoutr BOrwD MLL BF, M67AUM FOR SAFETY PL R�PCSE '�� AR2QQ3T-Rs 3 22 J CONDUT 3 /J/0 14 FRW MERM VIEW TO A.C, PAAAaa IARD 200 AMP O .` AC. J PAMMMARD O POWER RISER BLOCK DAGRAM CONFIDENTIAL AUG 16 JClQA -ITE tw r_ SITE NAME LIGHTING SCHEDULE s86s+e M.M. xo- M4NUFAC7URFR MMIUFAf"'LIRE? f1&-nWGIL R S?MOND OUAN77TY , PART NUMBER ChARACMVVC PART NUMBER I B R E B c� N D R 20V/S�OW —L � 1900 D"mport Drw I intim, LouLdam 710M 918-977-1036 KENALL J6J6 11ov 10oW 10278 1 DM RAMS ""E THE COWD.- CELLULAR ONE t miL P*wvm Mo cmum oum P. PEDROLI mno-11-1I TP" SEMS Of nST43KM colvaMm Aw PORTLAND —, rmm omwam aat Y K CMKS" own, IWMMTM FM Mft X*m'�" 'm ��, a�- 11 '-5 X 27'--9 EQUIPMENT SjyFLTER Pfaffle Street, 8540 A' V w='Y aMaam er FNFnQM cimpamum e BUN 94-0263, SIT 94-0039 �— >�Y PFAXO "m I AMM OAM ELECTRICAL SCHEMATIC #2 DRMWM wwE waw ot W- u>m w" WE LINOEWPJMM 26 4f 40 0mahhm ani�- �PPrn an or Tmw WILL. eE ot- scup, !MIXT ,/ oNw. -- -- --.--.--- _.__.__�--- - ____-- _ _—- REV. er LOATE� REVISION APP. OATS TM� P�accT Mo. ArCCT l07 2115 NON£ `t—2 �. 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Wwaiana 71068 9T8-977-1090 „A� NE E CELLULAR ONE TR w naa,n wo REN , oun P. PELY707A wTc.0-n-a - m.Dc am,m nr le.�rm co"4 " "'I ` OF PORTLAND TNes otm a TN[ wm R ARr °° on "°`° — 11 '-5 X P18flle Street, 8540 27'-9 EQUIPdIENT SHTLTFR qNS>Lr At1 vol tl16/N WTO n PcoD7DQ mRrwnoll e ALARM & HVAC WlRINr, P 94-0263, SIT 94-0039 — DRq 1RE /wc pT M.m wm 29 of 40 "� �^" *� urloDeraww TNT gTON ecanc d1 ,,A� Wm REV. 87 DATE REVISION worn na. MCC7107,11I3sELwr� APP. DATEImnr«nu NON IIo. D-2659 If this notice appears clearer than the document, the document is of ma7•ginal qual;ty. � n. ; �� ili �ilill � Ililllil1 � � ► ii � i � �f� � i � I � + � II � i I IIS � I � IIiIi i 1 I I I I1 ! � �J1.Ill � I i i Illllil t +I+ifi+ �►+ '� � lilt iill�llll IIIIIIIIIIIIII�IIIIIIfIIIIIIIIIIIIIIIII IlH�III Iilllll�lll ! 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DATEI"tel 10- 8 �. D"'2659 f If this police appears clearer tium the document, the document is of marginal qual.:;y. I pII I�I��I�I � ! � ' #�{ _. 16 X 14 it�. I � IIIIII { iI 1Ii { I � � JLI { II IIlL1 I � � i17 11 if I, ill T . ` .I —3 l J115' J fse�.enr son .— f�.xm7E SM �a�snsws as J/16' J 1x/16` s 116' s 15/16' J is/16` J 3/1 : ,.•. . J 1 J/16" CASIM BW '- r---- SPOCES SaARM l e 7x T n/11� hm S-I" LENGM Dr BED "Mmaw t i/r•t r/r lir. Nrwr s.r vr r Fi+Esur �svr SECTION '*AA" SEcnON "B-Br sEcnoN "c-C" RO RF_BAR SPLICING DETAIL—TYPICAL AU ROOF ANX s1" 901/2" 130' 169 1/2 20g" 248 1 r 28e" 328' 49 l/r 4" 48'" I I T V 4" 48" r— L2j �o w - I J � r I I �r 0 REBAR w w i w w 4Jw36` r 36' r 36' r jr J6" r Js" r J6- 4" b •� I 10. 4' p. 4" e!12- 4- for 4" 14 112r- 4" ur 4" 10" iTT ____j L_- 91 T �6j 0__ 11 40' J9 1 r J9 1r J9 1,12" J9 1 r J9 1/2" J9 1 r 40" CONFIDENTIAL 510 + 90 1/2- fJ0" 169 1/r 20r 248 1/2' 28r 328" • 2e--3- AUG 1 1994 ROOF MZc'. NO— F I B R E B 0 N v TKM1300 Davenport Driers l[indan. Louisiana 71066 316-37'1-1030 e NO TES: P AW� °°M S. COOKS CELLULAR ONE T>� SE� OF °°m°"""°" "" " PORTLAND ,a 1 . ALL RE8AR GRADE 60 TYPICAL � "'w"mft"nm"'� °" "'� �'"' °"�' m �� a,aim a,�, 11 'S X 279 EQUIPMENT SNEL TER 2. DIAGONAL DIMENSION -- 367 15/16 Ft Fumm ° a STRUCTURAL aY >,n ,> LAYOUT OIMwINCs 1At EM 0WTmv_ �'m Mm ROOF ELE►�i1 SON KE7 UM WN ,K uNooesu ADW Pfaffle Street, 8540 114►T 'WMA Imus o in AMM BLIP 94-0263, SIT 94-0039 29 °WNMNO po - �- 31 of 40 - - --___—�-� REV. 9Y OATS REVISION APP. DATE ^�Y "�� t NOS MCC2107,211s 1 � r Sl Mo. 0-2659 - __. - -- ------- cow oufrvk W If this notice appears clearer than the 1 document, the document is of marginal qua'e;y• VADE 16 X Tu � � ��I��l�uil��i�ii�til�iccicucliccc��cccicici c��Iccc�Icccilcccc�ic�cicic��ccci�cccc�ccc,Iic�c�ccc�lcicc�icccic��Tiiflilillqltlil� � 0 y ' 1.•hrl^.]IN••*M/O•lwWrf`i-✓_. .x.r ..L-...+•..sr i.IW .ar .oil �z�r-►� L �r c�As ner�cx�e '' xArrn+. ~ f11111[LbT71C r' SECTION "A--A" SEC77ON 08--9" �79 S a' 111 71arwIr - 145 1 4" 176 J d' 205 1 ?61 1/? 29J 114-1 B" 28 5/9' _ 43' M 1 4- J2 3/e 31 1/8 29 1 d 56' 31 J/4 31 314- L 4- - r ~ 1 T 1 e 1 T T ,r 1 1 1 t 1 1 1 1 I 1 11 1 1 I e e 1 1 1 e 1 1 f 1 1 'A' t 1 1 1 1 b 1 1 1 1 1 e 1 1 t 1 1 I 1 1 1 1 1 1 1 t 1 e 1 e 1 1 1 1 1 I I 1 1 1 t 1 1 1 1 1 w • e 1 1 1 1 1 a t 1 1 1 r 1 1 1 t 1 1 t t 1 e ..e•� � t 1 1 t 1 1 1 1 1 t 1 e 1 1 1 1 8 w 12 i/ I J 26 1120 t J Z2 3 �' 1 J 42 5 1 3 +2 5 8" t J � 42 .5/d" I J � 42 5/d' J t 16 J/4' J 1 14 J 1 1 14 �2' 1 1 %4' I e I t 1 I J 1 12 4 1 1 1 1 1 1 t 1 1 1 I 1 1 t 1 1 1 1 t 1 I 1 1 1 1 i i i 1 e e t e 1 1 1 1 L 1 1 1 e 1 1 1 114 10 011 d t 1 1 2 •B• Ir 45 ' ' 2 � 45 4 45 3 4 45 3 4 31 1 29 1 d1J 4 J1 34' . 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DIAGONAL DIMENSION — 34 ) )5/16" ,, o�m ;; SOX a � OF COWAN� CE .ULAR ONE UM E` ««.m an PORTLAND NVM&JFOR AW'° CONTAINED TM 11 'SRM � X 27'9 EQUIPMENT SHELTER As oahrm wrno n o rno.m DAM " ""�°"° "' ' a STRUCTURAL c�,�o„uT t affle Str�:at, 8540 s11MC11y , p�� EiEVAnaer BUP 94-01263, SIT 94-00;19 W'�” gM °W"_ A"Sh DAM SIDE PANEL 33 of 40 A � na- A"J" DAM oit}e�wm osrAraro - - -- - ....... y , _ , .�.. Ev BY DATE REVISION PPIE Y Wn�m°CER niauc�r Na ,ICC2107,?1 fs scow sMccr "m .. .,..., 1 �. 3 D 2 F�59 R _ .._ __ ,,,,..•,.,,... . .., ._. APP. DATE n+ -fir ....,.. .r..ni n., ..,..,M' S.•' nmpr� ........... ..._- If this notice appeals clearer than the document, the document is of marginal quav ,y. a lll � 1 llli � ii f-44 Litt",C D l I I .. . I it 16 , e 4, I i I I I tf y •.r a' ! . a a' p � t1�,i Zf}gf,. I -:Y F .rii r if,Ate FIBWCRE'TE S7QN- s/B" • �ER17GL " — J/8' I HORIZOWTAL 1 1/4- .t 1/4' RQNf�7RONG BIR INTFRAOR CONTROL. 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SIDE PANEL CAST AGGREGATE SIDE DOWN F I B R E B 0 N D e J. ALL REBAR GRA Y 60 TYPICAL CAL 1 _ 1300 Da.Q,poe Dr:,e 10ndea, r.�i=a 71065 315-371-1030 4. DIAGONAL DIMENSION - 341 15/16" TMDE SE°P°`"'""° ammmmm °r"" GOOK C<<L L ULA P ONE A � «� PORTLAND M mawamy w1ramm c w.�n an, 11 'S X 279 EQUIPMENT SHEL TER �"°�° °°"'�°"9'°" . STRUCTURAL L�,YO,�JT' Pfaffle Street, 8540 senr:nr n�o�nrrEa >01 ora, Ez.Ev�noN ' " , , '�"" SIDE PANEL C BUP 94-0263, SIT 94-0039 um� �� - 34 of 40 �� _ Arr.sn a REV. BY DATE REVISION EMIE ��pF TMQ moi' "M MCC2107,1115 � r �' D--2659 DATE 'ML 1:1 N0. w0 APP. c]or�ioFx nom. If this police appears clearer thim the document, the document is of marginal qual:,;y. �, 1 iL l I I � I � � � � � il 11 � ► � � � I jt i � rj- . I � IC1 � � 1.pf gig I ftlEi � l I � I � I I I � f � l � l i ! t I I I # {1j` I� I.� IIjI r 1 II►� ilIlf �III� IIIIi�II�Illlliii(�IIII�I111�(III Illi�llillllil�lill IIT " L ' TH . 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REB—AR SPLIC/N� SECTION "D—D" SECTION "E--E" GROUNDING PENETRATION DETAIL DETAIL — TYPICAL Alas Atrs ALUAL�s ALrs At r_1 Al T.t 47' 90- -..- far 1JJ- 9d 4T r 4• ,u- 4X 6Q 1/2- 4.r' 4J- 4.J' 4 -C- - O � w <. b 2M _ in L 20- IS f1Q in V*= N � .. 9LOCXOUT D• 40I q .£. - • N - cr G .►. b n b b b w -0- w ^ t0 w a 27 114- b ?T 1 4- b 'o "'A" '0 "A" h 3/b- 0 REEM N b .. o0 q 1v i »A» b � b w w 46 / 4' a 6 4 32 1 4- 2- 3r 4- _ ss f 4a 1140 N 4 2' sct+ 40 �c 9 J/4- Qa / 4' f RE0.D. o- IL -0 MROUGH WALA y A ►� w w » i i w r J2 1 4- J? 1 4' J2 1 4• JZ f 4- J2 114 J2 1 4' .J2 1 e J2 1 4- 'r 4 �u Ja 1 6a 1 2' _F_._. 100 J14" �! ,ter 1J.Y' 100 fJ •-3- 13 �CONFMFNTIAL , END PANEL B" END PANEL "D" A U G 16 199A NOTES: _.� 1. TYPICAL 4" WALL SEE DETAIL SHEET- — - c 2. END PANELS CAST AGGREGATE SIDE DOWN F i HLDG. N0�6Q9Q69fd B R E B 0 N D J. ALL REBAR GRADE 60 TYPICAL MW 7w 1300 D`venpor' � Minden. t�� 71066 gig-T"-10.90 ° 4. DIAGONAL DIMENSION — 173 13 16" — � °""' G1pO1 a�,��° CELLULAR ONE rmm or"°"• C T °W PORTLAND A _ � 01M TMAt ^ONONM �� 11 'S X 27'9 EQU,�PMENT SHt.' TER „� R ,,,, X" ate, `TRUCTURAL„ L�YOUj „ '"�"M "W UNU'' °'A""" END PANELS B & D �LEV�TaOW KEY Pfaffle Street, 8540 °� BUP 94-4263, SIT 94-0039 -- '"m wu K1_NMV#m on "'*�'� a� 35 of 40 REV., QY DATE REV1SlON ArP. DATE Y wn� tm na MCC21r7,2113 �cxra l+LQT ori —_ �. S5 �. g a,r'�e�Nt It' this notice appears clearer tlrfrrr the document, the document is of rnarginA qual:.y. Jill , r w! I I ! - _ �Ifl�i` � M � �i�1 �Ili�i[[i [I[[��Iiil[ill�lllllilii�llIIIIIII�!!li i[li,llillilii�illllllli�iil�liiifl�. lil IIIIIIIIIilllllllllllll�I�i[ iC[i�{�-ti [ili�(iil ti1� ,�1 i _ i I -- _ 5/li' NUT- CONCRIE7L� SIGN RECESSW QENETR,4n0N S' ROOF • - --- /-GROUT • LOCK ER .9 1 2` HER . IAWLA row a • ; r – ° J CONCRM '.•1'q►M L X 51a'' 1110, I REMSTANCF 0P S'1RP GWE S ALL7HRE40 4 e I GUI.K SEAM .2Qr 0 LC WIRE J14' 0 THREAD F-42 CONCRETE (4100 M#4 7MME S1REhWH) FERRULE #VS ?r 04U. AGGREGATE Faw IWA-fLAMV CoNcilEx Sm CDAME7E SM F-42 CONCRETE INSERT r r r TYPICAL ROOF TO WALL JOINT DETAIL 1• scALE FOAM CONC9E7E' SM CONCRETE SKIN EXMWOR PAN& WWr HOi.E P'l UGGEO AFTER CASRMG AGQ :rA YE W s 7r�G� .4 WALLL °wim ft�AA/ INSUU V VENT HOLE awl" FLLW SEC aV NNSEXT F-42 COAM7F THR L C&" SEW 1/4' CLEW nMAV CR40E S - 1 X J ►+ now �NCAUr �N � TYPICAL VENT A* DETAIL 1 MN;" MW AVSUAMM--" it LOCK WASHER r + Me Nur cavom7r mN FLOOR SLEVX 40 X 40 X 3/B" T YPI CAL FLOOR TO SEr Wff DETAIL 1) WALL JOINT DETAIL . 11r-1' 1 r fall 111' l SOLES 1/4' VFJVT SW WWr L1ErAX 1) ` � Ft�4A11NSilU1)ON CONFI O N T I A L SKIN TYPICAL PANEL "O", ' yr X-s L VENT SYSTEM AUG 16 199A 7'aw 14GULr naV F 42 d CAULK SII FALSE N.T.S. M PANEL L GROUT 1 ' GRADES - SIB' BOLT RLc;EB'SED PE]NE7ROON BLDG. NO, M9$018 _ R I B R E B 0 N D left �'��> 1900 Davenport Drive )linden. Louiniaaa 71066 910-377-1090 8M# � M C-YMM SUMM OF MUM CELLULAR ONE mow. �cort,�,r owe oarriw oa.s,n S Coat eAlcaln/b4 CO MCRE7E SX�N AGGRErA ' �CAUUC SHIM hFNASF� ►,ION. � USEor PORTLAND S0cPm°' _ cmumm MAN FMI Aw "�1°0" ore" 1 "w X 217'9w ECJUIPMENT SHELTER TYPICAL PANS TO � �Y w� '�.." CAM nelluoNo comomm 0 :II4ICItr r+a►wrltel� n+oc SIDE PA,�VEI_ JOINT D_E"T AIL Pfaffle Sireet, 8540 — V"m � KM OtOWW A P• o"n MISC. DEI"Al /r=�• scAt,t 94-0263, SIT 94-0039 TWAwwn M AN0N1 — I- BUPLS tw4r rwroNe AocarerO an ,�,�,yh o+►rr, v"*)MK OMNINO Po 7 -- SON of IMM wu W_ Ex- S6 �a �— _._.__._ 36 of 40 REV. BI' DATE REVISION APP. DATE P�.r NQI M OF 1HM Cdr „o. 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BEifAl 1 7 7/16' COWORCM. MY UX Of PORTLAND /4 19119 1 nm OWANO N THE �c►+t+w DAiG FLOOR aEw X 9•� Mw 45 '20 1"�'°��"TMS" 11 X 27'9 EQUIPMENT SHELTER 1901Sd Ja cOw+cRE1£ ,w�cl�orP 1/?" ,~+or Race Rour�ly ? 1/�' �s o�xr wn+o�a�o + �►� 1901x9 29 r_ooR r Evr LQN1D"1T J 9/1d m a ° MW x 1STRUCTURAL LAYOUT 19044 6 cussEr PurE 3/!!" s' ft rlr 9�R ,- 01 ' Mm' �" coupum MIT J14' X 1 1/4' uFLOOR ASSEMBLY El�VA110N KEY 1, z 16 m WPH Tft UNDu mom TINT P&I MMmm" " AMJ" a"►,K am"" mm- an, "°" Gr 'wo' 'ru. EX—OF TM� �EW "m AICG2107,2113 f S7 D—2659 l laarT ---- _r. vim REV. BY OATS REVISION APP. OATS �� "O^ M ■e4maNsanlnrn�-.�..,sr .NwrbNa"' "- _- --_. If this notice appears clelti•er than the *"•l document, the document is of marginal qual,. 'w 17 1 16 X n —w , 1 r�M1YM�•��w."" wit ~ 1� 1 �� X111 lU� ill liif llllllifil�llllllill�ilil i111�iiillilllh(1111111�41i1(I!I(Il1i(I1111111 1114111•I fill*, k . '�`+�tNet r j GRAPHIC SCALE 3 EXTG, F.H. LOCATED AT THE EXT PA M NT la. 1-4 END OF SIDEWALK, AT 170' I tii k �Ei� I- NORTHERLY FROM CENTER UNE ( IN rzrr = PFAFFLE STREET E Inch - 20 K H U ' Ir � � I YA MIN. EXTG. BUILDING rT , SAWCUT S �; E ISTING PROPOSED LU EXTG. EIEC. POLE WITH STREET LIGHT 'ME—CUT' DETAIL ,� A r N.T.S. EXTG DRIVEWAY N I\, AN TG. R.O.W. TREE TOBE REMOVED TO BE RECONSTRUCTEDMBINATION STREET NAME NEW PAVEMENT MATCH TO PROPOSED E.O.P.D STOP SIGN. NCRETE IISECTION A—AONST. CB.(j STA.11+87.74 II�rFND. .P. N.T.S.� EXISTIN T C. Ad.l PAVEMET SAWCU EXTSET P.K. ENCHMARK - \� `f'EXTG. CURB - - -- - - - " - " MATCH PROP. AC II ' PROJECT LEV. - 100.00 AND GUTTER q o r EXTG. AC. II �l1 DC 1G t - n STA. 11+90 74 q w v o END CURB AND SIDEWALK 96' II��EXTG. 12" CONCRETE CULVERT I', A. FND, —�- W. PFAFFLE STREET 3 « h AND BEGIN TAPER �,� a I— Q BRASS CAP 10 00 10+35 rgl,,M O6q.87 11+00 _ a a 1200 o� _ 1 3+00 5 FND�bEA ,�CONST. CURB EXTG. EDGE OF PAVEMENT g95 v E G. POLE T E RELOCATED A a q3 Iy B �� BRASS CAPd —1 �I' — _ _- _ ' $� > _ _ _ _ _!✓•__. ` EXTG. SANITARY SEWER LINE �'>' -•� 1 - WHITE STRIPING 011 v MATEp�HpLNEW T�CU,R,.�gC.ANS u 10� FLOW STA1 10+35 PFAFFLE ST. D `SIDEWALKE ER CURB' -__. .- _ .. . MARKING. TAPER- LIN CONST. 'DI DIRECTION TO EXTG. DITCH H T 13E CLUED J R C11Y ONST. 5' C C. SIDEWALK ti C i7'%50 SECTION B-B BEGIN NEW S DEWALK - STANDARDS A D SPECS„-\ 1 Nr'- *0^"W 5� 6 I TA 1 +4 AN STA 13+00 N.T.S. (0 In E G. CATCH J ° 110+ STS. 5' D KATION ,04.35' _ END APER42,33 y B n^ w 5 BASIN ^N•. � S4 SI//ff 11 +50 EXTG. CONCRETE A 0.' 1_ a -.START CURVE RETIAL G WALL r_ EXT I CSI CRA E�'-V j• , JOpp� SIDEWALK EXTG. o EXTG. 5' DEDIC. I�--I w J(j/`y EXTG. DRIVEWAY ` `EXTG' GUA RAIL ?r �l� STORY STORY WITHTYPE2TS 55' R. W. I EXTG. R. I SINGLE o q SINGLE TO BE RECONSTRUCTED ;TO BE RENO I S. < OBJECT MARKERS 30' \ J, I O,p FRAME o FRAME AT THE END OF 25 Q n I� EXTG: FOUNDA\TION� ALL qY - BLDG. In BLDG. SIDEWALK 20' 20 ,r- CONST. 5' SIDEWALK F� \ � CONST. 15' COMMERCIAL DRIVEWAY VARIE CONST. CURB PER CITY W N CUR PER CITY OF TIGARD STANDARDS ?x OF TIGARD STANDARDS 0 x B a AND SPECIFICATIONS v-: a\ w�•:„ AND SPECIFICATIONS ^ I� O NOTES NO 41 EXTG. SIDEWALK O U \ sSTA 11+73 v ?• 1 . NOTIFY INSPECTOR LETHA THOMAS 60' .O.W. END CURVED WORK9-4171) 24 HRS. BEFORE STARTING EXISTING - - PROPOSED SIDEWALK 2. ALL WORK SHALL CONFORM TO CITY a' CLASS "c" Ac. IMPROVEMENTS w `• STANDARDS AND SPECIFICATIONS. 3" CRUSHED SURFACING Q 3. ORS 757.541 - .571 (UTILITY CO. TOP COURSE �_'F�/[ 0. ` PRE-NOTIFICATION, ETC.) APPLIES. 12" CRUSHED SURFACING- 4. TRAFFIC CONTROL MUST BE PROVIDED BASE COURSE z FOR BY CONTRACTOR. U F, FOR EROSION5. BYONTRACTOR.CL MUST BE PROVIDED TYPICAL CROSS SECTION 5'rq "J';? fbpgq_oW G? 6. THE ROADWAY SHALL NOT BE CLOSEDS.W. PFAFFLE STREET v 70 THROUGH TRAFFIC, AT ANY TIME. NOT TO SCALE SS4� sw FFB Ie Q PROFILE CURB RETURN --..._-__. CD 27.J8' z �I O 00 z ° - o 104 EXTG. EDGE OF V V II o p w o4 PAVEMENT W .a 1ao z w w 0 'D 4 f � ° o 11,6 'Na � � LEGEND q (j a _, o n ma < Ll m a 102 f J w wp 'OND IL 4 EXISTING CONTOUR LINE E O r Y 3x Q. 0:.- II 11 n Q. U) rn C! 1.45{ Mxj d w W+ m r 00 C•J EXISTING WATER VALVE W CO, W 3 U U mm 0 ''� a0 O O LO ) 0(0+ < �w I;-J EXISTING GAS METER ' 07 1W aN O :96% ELL Z �Om^ a0¢^ L !%ISTINC GUY � � W ((Q�� ?/ W 1,1X U WIn 11 El Ile 4 EXISTING POWER POLE .� to O m II �KL PROPOSED GUY fa.7 r Ed PROPOSED GUTTER LINE IE = 97.81 w ,p 4 PROPOSED POKER POLE98 z + EXTG. BO1'iOM 4J DECIDUOUS TREE w o SOF DITCH 26.51' 58'97' PROP. 12 CULVERT D I. ® EXISTING SANITARY MANHOLE �i L=50' .O. X 10+00 � 11i'00 0 FOUND SURVEY MONUMENT %%1 9— 1ZTW ❑ PROPOSED CATCH BASIN JOA N0 : 84- 136 ❑ EXISTING CATCH BASIN DWG NO.: 9413801 PROFILE OF EXISTING EDGE OF PAVEMENT DATE: 07/1994 AND PROPOSED CUTTER LINE SCALE: 1" =20' SCALE: HORIZ. 1"- 20' DRAWN BY: DP " VERT, 1"= z' CHECKED BY: DDS SHEET OF NOTE: L THESE PLANS FOR LOCAL COUNTY k Clry gENEW Plaale Blrotl,nad0 SUBJECT TO CHANGES AND REVISIONS. `3 BUP 940283,BIT 94-0039 NOT 70 BE USED FOR CONSTRUCTION. i 39 of 40 c� If this notice appears clearer than the document, the document is of marginal qua!ity. C .. p t 2 4 X i • . " 7j • J. p I• t'C.,;, �� •ti •1n,ar' �.,*►►1'•11". .� ,'.,'r.•� �« . . • � :, .t: I{ /'.f• a .. 77 ..�,.•:»i•,�i:'T+t"°�!'.•wi.._�r.7'�: _'. �,'hC'?• ,'L�f,-r..fh.J," ��:�.. .�°'�. � .Y'�. ..,�V..l.. .�i:s T •rss •y-. tn. �1 - � n - - - _ t' s t. 'f � Y •.!I ' �•'J.J.n'" � r.r\ -AF. 1 •ii � ,y•i', '-t' •. .�' i... . W r� FT!TFR FABRIC MAiMAL 36' ISE RAILS USE STAPLE LES OR IIIR( Rlh.^S TO . A Fi!.CN f ABRTC HIRE 2. 81 Z" 1� GJl IMRE FABRIC OR EWy A R�1NOFf NATER qj� ,: W M T 1.11Av£l (11• MI11 DEPTH) lv i .• � � iR , Ib' MIN. TYI WWI I ) � •1'. a' Mix � C7 II- 2' BY 4' W= POSTS, SEOWNF• STANDARD OA BETTER di F— ta,AL ALIERNATT4 JIM NAI[It - � MESH OCST'S NOTES GRAPHIC SCALE �►IIRR ►Amoc ON m - BURr 901,mm tx t1tnR O MATERIAL IN 1' or 12• o to n 40 so TRE" v l+ FUER FABRtc L4YATtInAI � � (� U4 FENT i' or 2' or 14 dl ETRE I Inch - 20 ITL rAWC OR caw. O o� E ., INLET BARRIER o a TREE 70 BE REMOVED SEDIMENT FENCE 10 00 10+35 10+58.67 11 +00 II —' 1 $-OQ 13+00 o I r ��/ ._ _ / -- _=-'—'"".�•--«-..''r• ._,_- ✓I _' rte. - _.. _.____.__ �_ __ __ .o V 104,35• U 000 c F o o e. •h •� \ \'. +�. a tri H O c0 ti. a O C� O LEGEND M 60, .O.W. \ \\\ ~`\ `` \ `t. (�•.. V•�`�)� "�`'- • ,.:.}'•+;••'�.' 1,.i 1 • �, rW, O [cj�� lb RAOM -21r MK `• .,,\•\ � \\ ` ��,\\ '\` ,..• •ttf:!<AN MT RINV INLET BARRIER [--•� Q � 4 OR 2 -INtIlS GRAVEL { � EJ 4 d :7 \\a \� \~ •` \ ~� E�1Eft11 RENIFORMrw m ��cfSR*l �' �'�"'� EROSION CONTROL FENCE OW [. AS MOULD N 00 b Z C) nU0u0 Lz] cnEt0 .� GRAVEL CONSTRUCTION ENTRANCE vi .co -� •'� 71� o I C c�Go0o000 � 0 •� \ • - •20' INE, FOR SWQE FAWLV AMz to ouPt.[It Rt s1otN RAS GRAVEL CONSTRUCTION ENTRANCE JOD NO.: 94- 136 DWG NO.: 9413601 DATE: 07/1994 SCALE: 1" =20. DRAWN BY: DP CHECKED BY: DDS SHEET e•J C-3 OF Ffatfle!Street,13540 BUP 94-0263, SIT 94-003NOTE:9 THE ,.� 39 of 4p SE FLANS FOR LOCAL COUNTY dt CITY RENEW SUBJECT TO CHANCES AND REVISIONS. , r� NOT TO BE USED FOR CONSTRUCTION. +J If this notice appears cle;Irer th:ut the docutuent, the document is of margiTeai gmal-zy, I !�!�I��I,I Fid I I�Ikl�l}I�I�I r�1�1;111�I�I i�T�lilll�l�l�l 1plill I11I! 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W DIRE liOiI h l t S E XI 1�1(:N .Il)IN I~; 1 `n A. r PR0,001D: USE F_YISIIt1G F.Xr'AIISIUfI CNt1r x LQ CO f� ( EACH I'OIN f Of 1 of 11;1 rI("r ()I IIIF r I I►1l1 OIf11/1WC11 T ANG FI ACE COT D - I -I/2r E XI'OSIJIRE W UJ�-. v) ' F ACI( COIL) JOINT Q, (/) 1 F nCll SLUE ()f Itlt i f 5 iR11(;1111'1 -----•-,-- `-._•�--�. � I Tell Fill) r'r DRIVEWAYS r-+ Co C7 5) 'ICA TIONS NECESSARY 10 (IMI I `.;FACING 10 45 1 It I tr) ELEVATION p-8 -- 10 (;A. IIESII w I I/p' I)rlElvE• J11SE ) Mn IU HE r'RL MO ( DFD, A,Fllnl T II,irRF(;tin lE U, r1OlI E X II2uDIrIG, � V11 I I "'KNESS Of 112 INCH 5' y 1.1 CCtt rRAc 10114 IS: S(►REE i A Si'Ar IU HE NOi MORE iilAfl 15 f EE 1. -- H. THE 1 OF ii IF JOINT SIIAII UE AT IEASi 1 1/2 MOVES. • !, HA;-E ROC 0 OfR 3/4' U, 95% COMPACTION. HASF iRUc;K 511A1L ESE TO C 2 OF COMPACiFD 3/4'-, 0' AGGREGATE JOB NO. X34 - 136 SlIE1(,iRnDE Ii,FFi SIRIA MRF OR 4' IiI OFFIII, 441II(IIFvER IS C>rREA1I:R xE [IQN A� r±s�IEs DwG NU 9'1 13602 - - r; DIRAIiIAGF til 'IIi - 3' DIAMF IFR PI AST(; III['[: i. CONCRETE SMALL HE CUPAMERCIAI_ MIX. - -- -' - -�-__-_- A I D FI TIFF WI TTI C011r'l IN(,. 2. c,1 IRH JOIN r SI TAIL 13E A I ROWE l_E D J0111 F Mill .1 I.iIIIIMt)M 1/;?,' iRAI►I1►; DATE- 07/1994 ti I)RAifl/ A(,CESS IIIIROII(;II EX1S1'!I(, (A)IMS SriAIL HE CORE DRIIItD Of? (111H ALONG BACK Or 011130. SCALE: - -� SAW (:if1 '41?PCAIl Y 18' EACH SIDE ('I DRAIN ALIO RE1'Ol1REU TO ithI Dl 11111 OF C11RH. ; f XPANSIOU JOINTS SHALL !fE I/2• FRFM0I_DLD A`I'IIALl li.l►'REGiIAIEI) - - - -- LiA1FRIAl OR EUl1Al, EX1Ei11)IN ' IMW SMIGRAI)E IO ►ItIISiI GRAnl . 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