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9075 SW BURNHAM STREET ,--- Sc N GENERAL CONSTRUCTION- 1. VERTICAL CONTROL IS BASED ON THE CITY OF TIGARD BENCHMARK NO. 157, BRASS DISC AT THE N.W. CORNER OF TIGARD ST. do MAIN. EL 157 95 99W 2. MATERIAL AND WURKMANSHIP WILL CONFORM TOT S ,-tt APPLICABLE STANDARD CONSTRUCTION SPECIFICATIONS OF THE CIN OF TIGARDeb SSG Al THE UNIFIED SEWAGE AGENCY, AND THE T1Gh RC WATER DISTRICT `HV S �N2ik f R yo 3. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND MUST BE VERIFIED BY THE CONTRACTOR. ADQIlIONAL UNDERGROUND UTILITIES MAY EXIST. CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION AND SHALL ARRANGE FOR THE RELOCATION OF ANY IN �Pjt2� OO,A� CONFLICT WITH THE PROPOSED CONSTRUCTION. 4, CONTRACTOR TO OBTAIN ALL REQUIRED PERMITS AND LICENSES BEFORE STARTING CONSTRUCTION. A CONNECTION PERMIT IS REQUIRED FROM THE SITE q� CITY BUILDING DEPARTMENT BEFORE CONNECTION TO THE SANITARY SEWER. �� F B� �j -v OIC C a A � 5. THE TIGARD WATER DISTRICT WILL EXTEND WATER SERVICE ACROSS BURNHAM ST. do SET METER AT R/O/W LINE. CONTRACTOR IS TO COORDINATE F� e0 ,p9�iC, g'� 11 NTH TH HIS WORK. STREET SERVICES, DOUBLE CHECK ASSEMBLY do METERS TO BE 1'. 16�� �S �' ;PP I 6. CONTRACTOR SHALL NOTIFY THE ENGINEER, CITY OF TIGARD, 24 HOURS BEFORE STARTING CONSTRUCTION OR RESUMING WORK AFTER SHUTDOWNS �p Fc EXCEPT FOR NORMAL RESUMPTION OF WORK FOLLOWING SATURDAYS, SUNDAYS OR HOLIDAYS. CONTRACTOR SHALL ASSIST THE ENGINEER IN PREPARING � a "AS-CONSTRUCTED" DRAWINGS. �T � ,o �9 � QFC 7. TRAFFIC CONTROL SHALL BE PROVIDED BY WITFIE CONTRACTOR IN ACCORDANCE WITH THE CITY STANDARD SPECIFICATIONS AND, ALSO 1N 1 V 1 �5a B� `��'.�s m ACCORDANCE TH A CITY (JOB SPECIFIC) APPROVED TRAFFIC CONTROL PLAN. A � COPY OF THE APPROVED TRAFFIC p,. g^ !,� �• ,�� CONTROL PLAN SHALL BE AVAILABLE AT THE WORK AREA AND PROVIDED TO CITY OF TIGARD ENGINEERING DEPARTMENT. �,�o• 8. EXCAVATORS MUST COMPLY WITH ALL PROVISIONS OF ORS 757.541 TO 757.571 INCLUDING NOIIFICAT!ON TO ALL OWNERS OF UNDERGROUND FACILITIES AT '� LEAST 48 BUSINESS DAY HOURS, BUT NOT MORE THAN 10 BUSINESS DAYS, BEFORE COMMENCING EXCAVATION. 9. EFFECTIVE EROSION CONTROL IS REQUIRED, EROSION CONTROL DEVICES MUST BE INSTALLED AND MAINTAINED MEETING THE D.E.Q. REQUIRMENTS. ��•'�� eci�� � 157'4 VICINITY MAP THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL � A SEDIMENT FENCE SHALL ,� ,; FVv N.T.S. BE INSTALLED ON THE NORTHWEST EDGE OF THE PROPERTY. A GRAVEL PAD FROM THE EDGE OF THE PAVEMENT EXTENDING 50 INTO THE PROPERTY `'o' 1� 157.9 MUST BE PLACED AT THE POINT OF INGRESS AND EGRESS USED BY THE CONSTRUCTION HAUL VEHICLES. THE PAD IS TO BE 20' WIDE BY 6" DEEP. 160 10. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE WORK SITE AND SHALL BE ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY AND THE RECIEVING SYSTEM IS NOT ADVERSELY NPACTED. THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND `s• �o STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL j 11. ASPHALT CONCRETE PAVEMENT MIX TO RE PROVIDED FROM A MIX FORMULA AS SPECIFIED BY O.S.H.D. SPECIFICATION SECTION 403.11 FOR CLASS "9", '� 1 X7.40 I "C", OR "D" ASPHALT, AS SPECIFIED. CONTRACTOR TO PROVIDE ENGINEER WITH CERTIFICATE OF COMPLIANCE FROM ASPHALT PAVEMENT PLANT UN,ZSS _ -- OTHERWISE INDICATED. PG c11 '�-xieU 8 vC1t1VNi}�r� :SSa1ppV qor ,` j �etld 12. NO WORK WILL BE PERMITTED DURING THE HOURS OF DARKNESS, NOR BETWEEN 9 P.M. TO 7 A.M. MON.-ERI. NOR BETWEEN 9 P.M. TO 8 P.M. SATURDAY, �O . . .............. ... .......... NOR BETWEEN 9 P.M. TO 9 A.M. SUNDAY. 'Tv 157.4.0 .. .... ..... M0lIc_� :o11aua-1 aaS 157.70 ( , _ �0 4�' ON i�AUDd 13. PRIVATE STORM do SANITARY SEWER PIPE MATERIAL TO 8E P.V.C. PIPE PER A.S.T.M. D-3034, SDR 35,WITH PUSH ON TYPE FITTINGS TO MATCH AND RUBBER GASKETS IPJ' ': ` :ui paquosaN se �76M aui Aiuo Jo:j 14. CATCHBASINS ON PRIVATE PROPERTY TO BE LYNCH TYPE CATCHBASIN 1/4" STEEL WITH ASPHALTIC PAINT, 24" DIA. BY 30" DEEP, OUTLET TO BE 6" WITH �s ?�' �� 5 , ;( j ..... pano�ddy � iieuo1l!pu00 Lie .............................. 3--1/2" BRASS CLEANOUT dt 45' STEEL ELBOW. � � 157.4 • panojddy � auvou :jo Am G �'a 156.4 l i X8.4 5' PUBLIC SEWER 155.40 l� I EASEMENT ,00 ��F� .80 0 AIN 11( TIGARD VISION CENTER c� 6F FCO O •9/>, QQ` ° No O 9169 SW BURNHAM B.p/'�� •4 y _ 15 � EXIS G 6" SANT Y j,°',,�� Q" TE 275 FROM r I S F J-A � •9� � ��G 0 ,tip' ti°j/ 5 ' G� 55.40 60 TRAS NCLOSURE 155.30 &I S S,g0> Cau'GLd c 7..' '1pF� o �19 55.4 HP ,S 9�,� �c� Ci,Q'f'O �,�►� 55.60 • � O,� �Gti tiy9�c�0 o ?ocsC�,�, O yo HANDICAF SIGN P O' Q �°�0o 00 n .1 'A UDOT � � 155.40 kti �. ° ,494,;qC'� � ?y 9p\ A�gC'T 17" K �S F�O . •y'l" 153.9 $ N o` 5 s, OP �, 15 oo ° �� 2.54A �r� u �s �' LEGEND • ��� � '^� �?�,, WO BICYCLE RACKS . , . . . , ` ' SANITARY SEWER SS NEW CONCRETE O . 90' � ,,s � 155.2 ��, STORM WATER LINE DRAIN SD` NEW ASPHALT C s' I 150.80 32•�' NEW PIPE UNE RIM 3 \o GAS LINE __ SAW CUT ASPHALT - - -v OVERHEAD WIRES OH PROPERTY bNE O . 55.00 153.50 / �P? �. UNDERGROUND TELEPHONE T + 8 00• �1 .00 GAO �� t�� NEW POWER, PHONE do T�/ --- ° - EASEMENT UNE - - - \ SANITARY SEWER MH C) EXISTING STREET LIGHT ' 153:60�. �Q` STORM MH NEW WATER SERVICE --� I � �� P N 53.7 1 EXISTING WATER SERVICE - r EXISTING TREE " 17" AK at h NEW PUBLIC CATCHBASIN ■ TREE TO BE REMOVED REPLACE EXISTING 1 METER WITH 1 .0 q EXISTING PUBLIC CATCHBASIN ® POWER POLE cu,, 1METER AT NEW R/Of IV LINE. PROVIDE 1" DOUBLE CHECK ASSEMBLY AT PRIVATE $ / PRIVATE CATCHBASIN SIDE OF METER. 153,57 SIG TELEPHONE VAULT TO DRAINAGE DIRECTION 53 RETAINING WALL 4" TEE R SPRINKLER SYSTEM NEW CG-1 CATCHBASIN FIRE HYDRANT TRANSFORMER PAD FIRE PROTECTION LINE - 4" DOUBLE DETECTOR CHECK ,ef ", VALVE ASSEMBLY WITH OS&W VALVES TO b IN NIV IN 151.849.92A E STALLEDCOMMERCIAL DRIVEW MAIL. BOXi '' 4„ INV OUT i 49.82 N GUY ANCHOR o LEGAL DESCRIPTION: PEI? CITY r1C IRE DEPARTMENT STANDARDS, ALL INA PER (CITY OF TIGARD) tiry . CCAJMETE VAULT, PROVIDE 4" STANDPIPE WITH SIAMESE ' T.L. 1400, SE 1 /4 NE 1/4 CONNECTION THROUGH TOP OF VAULT. SECTION 2, T2S R1 W W.fA, 2' X 8' EASEMENT FOR DEDICATION OF 10' OF R/O/W Burnham Sir 9075 WASHINGTON COUNTY, OREGON FIRE HYDRANT. 10 S �\ 12" RCP " PVC BUP2000-00097, SIT96-00058 RELOCATE TELEPHONE POLE ' of b OWNER DEVELOPER: � � � � CONTACT: BRIAN MOORE C S-0.0100 INV IN � 1 9.2 OWNER: TIGARD ALIGNMENT tIGARD, OR - 15" RCP / .._.. (B JACK HENDERSON S INV = 149.62 RM LINE _ `(��01 �� CAD 0 981 TIGARD ALIGNMENT S TO NEW CATCHBASIN TIGARD ALIGNMENT 9694 DESIGNED BY DLM SITE PLAN !0?S SW/S/�t,�tl�l�/A� qtr. SITE�. DIRAFTED BY DJM TIGARD, OR 972.23 PLAN F `�-o ��, 11 ,01-7 "1-7 .{-503) 6319-1768 1" = 20' �.s CATCHBASIN C 0 NNEC TIO N� DETAIL °�q J� DATE 11\28\9e SCALEi AS SHOWN SHEET 1 OF 3 \ N.T.S. L DONALD L. MURRAY Comultilg Engineer DRAWING NUMBER FCb Exp 12/31/98 Telephone (503) 697-5984 1502 Country Club Rd 1 Lake Oswego, Oregon 97034 NOTICE: IF THE PRINT ORTYPE ON ANY I� I � Ali � l � Ali � I � � I � � I � i IIIIlI Ili ilIIlillili rli rlr r�rilr rlr Ili i i Ili ilililililil � i Ili i i i Ili Ili ililili Ili Ili Ili iIi Ili Ili ililili il � Ili ililili il � Ili hili i IMAGE IS NOT AS CLEAR AS THIS NOTICE, L- ---1� I - _ l - 3L-- - 41l -- �_ �l I-- -6L-l -= I-Il_ ITIS IDUE TO THE (QUALITY OF THE No.36 1011-*.C.°'•"' �ds s(z Nlz L 9�z sIz tiIsz �z ilzl�ll�olz g�[ el[ ��i eli I sl[ la ORIGINAL DOCUMENT z z i,��,� I� I IIII IIII IIII IIII IIII�II�Iillll IIII IIII IIIIIIIII IIIIIIIII IIII .III IIII IIII�IIII ,,I� . It IIII IIII IIII�IIII IIII IIII IIII�IiII III. 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WOOD LATCHSET 6Y EVERGREEN PACIFIC ��l JJJ t BY __— ►-� M ^ O N O WINDOW SCHEDULE I � d O CO I � Cq V MARK SIZE TYPE MATERIAL NOTES S E C T I O N I N T. E L E V. atom A 3'0'x3'0" FIXED, 4 LT. VINYL BY EVERGREEN PACIFIC dC� B 9'0"x7'0" 2x4 'TOREFORNT ALUMINUM BY EVERGREEN PACIFICco 1/4« �•_Ow 1/4"=1'-0` m C 9 Q x7 0 2x4 STOREFORNT ALUMINUM W/ 3'0'x7'0" DR.. BY E. PACIFIC rA q O D 6'0"x7'0" 2x4 STOREFORNT ALUMINUM W/ 3'0"x7'0" DR.. BY E. PACIFIC I � q 001 N j #4 O 18" EA. WAY, -•-- "^ 2" CLR. TOP `j" O F F I C E F I N I S H S C14 E D U L E J S M q • ROOM FLOOR BASE WALLC E i L I N 5" SLAB OVER 2" SAND NOTE 5 OVCR VAPOR BARRIER OVER RECEPTION V.C.T. PRE-PRIMED MDF GYP. BD./PAINT GYP. BD./PAINT 6" COMPACTED CRUSHED ROCK i 8rr 10 A.. OFFICE V.C.T. PRE-PRIMED MDF GYP. BD./PAINT GYP. BD./PAINT r L FAN TO EXTERIOR PARTS/SUPPLIES SEALED CONC. PRE-PRIMED MDF GYP. 8D./PAINT GYP. BD./PAINT • t (TYPICAL) HALL SEALED CONC. PRE-PRIMED MDF GYP. BD./PAINT GYP. BD./PAINT 77- 0 C41 LNDRY SEALED CONC. 6" RUBBER W.P. GYP. BD./PNT. GYP. BD./PAINT ° r .o W.C. #1 SHEET VINYL , 6` RUBBER W.P. GYP. BD./PNT. GYP. 80./PAINT W.C. #2 SHEET VINYL 6" RUBBER W.P. GYP. BD./PNT. GYP. BD./PAINT 1._4w 2 (2) #4 CONT.. 3" CLR. 3 "MIN. BOTTO► 5 D TA I L 3/4`E-II -0" • i i _ �y A9,5 n TrrI PR D vF��rT _ Ari e� F A 6 C D E F G H I J K 250'-0" 25'-0" 22'-0" 27'--0" 27'-0" 27'-0" 22 -0 25'-0" 25'-0" 25'-•0" 25'-0" I i I I I I I I I - -) (DABO I 1 HR. WALL - SEE DETAI A & B ON SHEET FW-1 PROVIDED BY PBS 4r_ r-1 r -� x" 24 112" r r r-1 r-1 11 r-1 r-1 DABO I 1 I I I I I I I 1 I I I I I I IF 7,-6" r ,._ I J LJ \IT J4 4 1 8 �t ' i !_JL__J LJ L-i �NSLUCENT 1I 00)C I OOF PANELL) 2'0" STEP IN RD AL GNM T SHOP s A FLOOR I r�-- FUTURE DEMISING I1 r•--� LEASE SPACE 4 NDR ALL WASHER & 7 50 S.F. �_. 1 HR. WALL 2x6 O 16` O.C. W/ 5 0 S.F. C4 EL. DRYER 1y1 o - LOCKERS I I 5/8 TYPE "x GYP. BD. 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RAIL - GL IHSS SQ%A V_ /AA6Tk40" DE7ECrn& NOTE: FOR LOCATION AND SIZE OF OPENNINGS IN SHELL SEE DRAWINGS PROVIDED BY PBS � L� '�\(� 2'0" HIGH RETAINING Revhiions: WALL M a-�-i d N flc`T E c_�cocz.- 36,00 cE IL � dD lz�trAH A I'30MC (ZiC KvYPAO L 0 0 R PLAN � �''+ '� . TOTAL BUILDING S. F. 12 , 500 o • S � � P►c za c�c cry c� ��a�e�oa Z 1 ,/8"=,'-o` .0 OCCUPANCY: S 3 CONSRUCTION TYPE: IC N Sheet Burnham Sb 9075 2 i BUF'2000-00097, SIT96-00058 2 of 6 NOTICE-. 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III �/ - - � - - - - i-- - -- - r�- - - - - -- - - - -- - - -- - - - - - - - -- - - " a I - - - - -- -- - - - - - - --- - - - _ _ ___ __ _ _ _ __ _ 2 8 2 7 2 1 2 _ N I �- -- -- ---------- --------- --- -------- --------!-- - - --1 -I - - - - -- --- - - - - - --- - - - - _ _ - -- - - - - i a \ RIDGE ABOVE ` - _- - - I ROUGH IN PLUMBING n I (1 i�2 ri Il L PARTS & I ( , r SUPPLIES °0 I I I I FOR FUTURE W.C.'S I IS O -� _ 5) C� 4x8 ._ ---T =s as II I � 1 1 f- - - I LJ I c_ J I LJ I L -1 LJ i L_J I III I L,J \J t, LL _J 'V A �/A 0VE ~ TRANSLUCENT d 10'-2 1/2" jj it � RECEPTION ROUE PANEL. I I I I - Ej FF I• (TYPICAL) 8" N� � FUTURE Pj FUTURE II � I• I O .I I I I I M OFFICE r '- ro; � • n�. rvr •n, •�t c.'� Yt 7c t. I.L � ............... - �,r � I 41 �Ii OFFICE jl I � n R l- z 0 Z 1' 0 l O 1 Sc O Z , 0 0 1. p 3f. I I Z. fI II ZL Z. I% Ol �JA 0VE c7 JL � � �. 37 (I 3z / �1 r� � aur C,azar•,i -- A61=1 BELT �A o ® �� �3� (�.i �� 0 0 �� f a` Cod (A).BOVE A ABOVE (A ABOVE OABOVE A AB E _ -- - - 4" CONC. 4" CONC. - 36" MTL. RAIL 2'0" HIGH RETAINING WALL 1 Pl l ISI C� �LA1��� TOTAL BUILDING S . F . 12 , 50 OCCUPANCY: S3 CONSRUCTION TYPE -. � N I T � j 2 1 ----�---' uoT s: N -_ 1 ) Install/ revise automatic fire sprinklers to provide coverage I,, , �,. , • r, as shown. 2 ) Piping and spacing per N. F. P. A. B13 and City of At 9-c> - r Fire Department. 1 I \1 3 ) Sprinklers, i!( 165 Brass upright 1/2" orifice ti r - V �CYIC� f - _ -_ 165 Semi-recessed� � recessed 1/2" orifice 4V (ILI I Now 4 ) Hangers: 3/8 A. T. R. and p+.pe rings to structure with �C�0 214 pr o•,, cg 12' MIN VIM 0 A cc�ll n �}'AM6s 3Mp �•�/ Burnham Sir.9075 2. BUP2000-00097, SIT96-00058 J� rte J�lu < 11 ^1 F 1 AIGi �i 3 of '1 TI11 ,C•.� IL r�L j' ► ' ,• ,; '� j.l �- 4'utr ♦t� 2�" MIN A•"cr t . vA 4 t�. ■ 2'ti r � C WYATT FIRE PROTECTION INC. _ --__-_�____.________•__ __. ���� ' • '. '4STALLAhUN AND MAINTENAN( E •' . 11GAR0 OREGON 97233 uAN 1:T TDF Tla1 L,, TOTAL SPRINKLERS PATE ~-- THIS SHEET CONTRACT I SCALE - REVISIONS--LOCATE BY GRID COORDINATES HANGER LEGEND DEVICES - STANDARD SYMBOLS STANDARD SYMBOLS SPRINKLER HEAD SYMBOLS REVISIONS LOCATE BY GRID COORDINATES MPROVAL3 a INW1CTION PHONE CONTRACT WTH I "� �� Wolf- D HOOKS LENGTH AS DESIGNATED SPRINKLERS TY►E DE4REE QTY. f POST INDICATOR VALVE - ALARM CHECK VALVE O -- UPRIGHT ON 1/2" OUTLET S - FIG 116 CEILING FLG, ROD & RING �- -- ADORE'iS - ENGINEER SHEET �TPJPA4ZO ASS UPQ1t.1 7 Ia - PENDENT ON 1/2" OUTLET ___� -__ ____ ___ __-_ ----- __-_ - --_-_ ----_-;-_ 6 - FIG 1 S] CEILING FLG, ROD R RING 5,M I MZEC6 S w nJ0 '--� I © V - KEY VALVE 0 - RISER w!ALARM VALVE ----- - _ __.. _ -- 3 city _ 16S. �r --- UPRIGHT ON I" STUbb•U► 1 - COACH SCREW, ROD L RING E �_�_ � �. ___ __�_ � -- FIRE HYDRANT - RISER w/DRY VALVE - - -- - —. rl\ OF 1 - CONC INSERT, ROD R RING , _ 1 _ . _.. ti' - FIRE DEPT. CONNECTION Kl RISER w/M. FLOW SWITCH & -- PENDENT ON 1" DROP ,___ _ _ _ 1 - EXPANSION CASE, ROD L RING _. .-- � --- I -_ . (� - O.S. i Y GATE VALVE f� RISER w/DEilK3E VALVE {!} - FLUSH SPR ON 1" DROP WATER DELT. ARC?IIITECT 10 - EYE ROL) L RING _ __ I _ RISIR MOTOR kLL DRY P6NDENT ON 1" DROP __ _ N �T * 1I C"CLAMP, ROD & RING _.. - _. . _.1_ .. __._L—_--- - h1 - SWING CHECK VALVE (ILEI s - I 1 _ AiIORBM� _. ... __.... .___...-- --_-•_. AbORr1 __-_____ _�1?�1-i �1 7 ._ -_ ____. _ - _- -----•-------.- --_--_-- ___--- _----- _ S DEWALI ON /2" OUTLET `�U � VAI .. - ELECTRIC IEi1 _ _ _ _ CITY CITY l J >K 12 - 'J"ROD ANGLE CLIP, ROD 6 RING _. .. _ _ _ _ __ .. - � � }.r.nY - NEW UNDERGROUND �• ., UP ai DN AT SAME LOCATION ____.._._- `-- -_.__.. ._ ____ ___ __ _ ____.-_._.__._—.--_.---. ----------__- _ 1 12 - ANGLE IRON CLIP ROD b RING � � 7 I Z�_� �• "+ - EXIST UNDERGROUND `i - FLLSH FIRE DST, CONN. _+� _ Pt14N -T I ' ',MI�TW� '� ,mw+a+.vMesiwl�I�1�rM�+e•owwwv.K.nweewn�.n+.�wev+wawa•cta.anmwww.nrwuaewu : .. ,,+,�:u:.�.,,Ne�.ar.. - .. � ,a�WD,dalJirk+ ►Jw,M� it+L�C.w�..�.., ........:.,.. ._.. .u:.u.. .,a:wra..•:.._..... .:...."_.. NOTICE: IFTHE PRINT ORTYPE ONANY fl1_Illrllllllll lllllllllllll l lllllllllllll T rlTrfil(111IT�r 1"I"1IIIrIIIIII�I�IIIIIIIIIIIIIII 1IIIIIIiIIIII I IIIIIIIII�III,�lIfI1I1IrfII11 1r�IIillI111II I IIIIr[ljl]lllll 1IIIIIIIIIIII ( i �,) _ ��j 0Qy IMAGE IS NOT AS CLEAR AS THIS NOTICE, 51--_-_� �_ S_1_- I _ y 111 1 IT IS DUE TO THE QUALITY OF THE _ _ _ _— _ _ _ _ "°3' �'`_t� '"" (! 1 ORIGINAL DOCUMENT S 8 Z 8 Z G Z 99 9 Z 6 B Sff,11111111 �(Z O Z 8 t 8 i L te t �9 t- P illlllilll�llll IIII�IIII IIII�IIII IIII�IIII illl�llll.11ll�llllllll,,,AlllII hk1 i VIII! IIIIIIIII Illll I III! it I ( 1 �,► ,t' ,^s 21b ,I _. r.. •_..sr+w�.w-www/. __..-.•r.r_ _.� _�..... �......� _. _ _ _�._._.._�y...._..ter � - - - - r. - ._ ..N ge•Ar,r.•..,. . _ r..'•�•�.r_.-wr.w.w • N I cu_I � � I _.____ _. _._.__VAN.j r✓N-y imp -, 4 f I I I cmmm var Ex. FAA1vi. ,a (T-K r 30 � .�675 + O O I � ' cl ID 8'"O S.A 1 7�_ _ I ��JQAJ. + S K Y( SH T Wp L.L. \ F. rrP E ACP 3A r ► `�., U)IL I I }FECIFICA TC,.NS_ � I II�MENi- F'!_ENC-MS f� LSF L/NSD �l�k' F1 : 5c'a VIC,, LEIVAIOX MCDLL 5A,'_4Mr 7c FP SN A112 _L-xX.,gxcz ro &r . M/1"- Irl '14 PI-UNkl ik a VrA_,r5 E.XNA.5T vi-Ai r5 ETC• ?C IPP 1427 AMP. MAX ALL V1A''Cc 7r MFE7 /�j94 F'Ak•' MC 1'0a $4 H P t,,"V1FrkP4 NI�GHr1l�l!'�i G 'DFS . cu 1 L.F k1/;C,A A/, UNI T 0"'I r/7cvE R/.73C /PH MAX FIJI G C' 1�/!1�✓ ANif"s. , z 5. F1.)'kYJA(:�'L, .•4/r,CQI,jUI TI rl lv,C�• C I L H JC✓6�'GL� '" 'Zc?t'-J. LClltjnh Mr,& L '-14Z3 • 31 Tt'i 13L` SW17-CHU,) CC'�'?L.106 ciAF7 ' 'H �, -1 . C/H /, ,3,4: ALL I I&S 4/r)L7_,1 1 E * r t?f" 57 ;'11r, 'P/c TNCIVIAL �Ff��=IC/E�VCY, /�,�r�����L c�.s�SP�CR�.• 1��,//"T/c^A.�, I�('�l_TA vC /1 / PFI• ,C.eE'_i 13TCC'ArV MrDE4 G S 8 s n,f m cw c-?. 1 -,g? cif G.ri:e7jf. 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NOTICE' IFTHE PRINTOR I YPE ON ANY r.11_li �rlillllll IIIIIII VIII I IIIIIII VIII I I � ili � � IIIIIII i � lliit IIIIIII IIS III I � IIIII III IIS i � ili I IIIIIII I�III I IIIIIII ; IIII I IJill IIIIJIr-U Il t .r ?II 1111111 III I WAGE IS NOT AS CLEAR AS THIS NOTICE, II IS DUE TOTHE (QUALITY OF THE No.se �••-_� � a ORIGINAL DOCUMENT g 8S Rg GZ eIZ Z 6S SZ Z1Z tz o1z Rt Rt r,i 9t 9[ bt 8,i Zt ti t 6 I R�L 4 s L toque ���� ►IIIIIIIIIIIIIIIIIIIIIII�► IIl►illlll �► IIIIN ii ��� �� IIIII�IIIIILIII�LII � III llll ll Ilf�ILllllllil���l�.�►I���II�� III � II�Iillllill Illl�llll IIII I►�► IIII II I+E ENERAL CONSTRUC 'T'ION � _----- -- sc S 1• VERTICAL CONTROL IS BASED ON THE CITY OF TIGARD BENCHMARK NO. 157, BRASS DISC AT THE N.W. CORNER OF TIGARD ST. & MAIN. EL. 157.95 i � `_ L.= 160.P �TY_GQR1Jk I `S`� 2. MATERIAL AND WOTii(MANSHIP WILL CONFORM TO THE APPLICABLE STANDARD CONSTRUCTION SPECIFICATIONS OF THE CITY OF TIGARD 99W � IHE UNIFIED SEWAGE AGENCY, AND THE TIGARD WATER DISTRICT �-!`� s' '% 3• EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND MUST BE VERIFIED BY THE CONTRACTOR. ADDITIONAL UNDERGROUND UTILITIES MAY EXIST. CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION AND SHALL ARRANGE FOR THE: RELOCATION OF ANY IN �kF CONFLICT WITH THE PROPOSED CONSTRUCTION. '� O%�"�, 4. CONTRACTOR 7O OBTAIN ALL REQUIRED CONNECTION PERMITS AND LICENSES BEFORE STARTING CONSTRUCTION. A CONNECTION PERMIT IS REQUIRED FROM THE cy 1, S TE CITY BUILDING DEPARTMENT BEFORE CONNECTION TO THE' SANITARY SEWER. � � 5. THE TIGARD WA fEk DISTRICT WILL EXTEND WATER SERVICE ACROSS BURNHAM ST. & SFT METER AT R/0/W LINE. CONTRACTOR IS TO COORDINATE � �c C' 1 �Qp / /'l'p � �i I THIS WITH HIS WORK. STREET SERVICES & METERS TO BE 1". p 5� 6. CONTRACTOR SHAM NOTIFY THE ENGINEER, CITY OF TIGARD, 24 HOURS BEFORE STARTING CONSTRUCTION OR RESUMIt;G WORK AFTER SHUTDOW�JS T60 '�p 9�s `�' �� EXCEPT FOR NORMAL RESUMPTION OF WORK FOLLOWING SATURDAYS, SUNDAYS OR HOLIDAYS. CONTRACTOR SHALL ASSIST THE ENGINEER IN PREPARING 00 2Uc �� X09 �FGO "AS-CONSTRUCTED" DRAWINGS. S, O .(. N C7. O• TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACIOR IN ACCORDANCE WITH THE CITY STANDARD SPECIFICATIONS AND, ALSO 1N 1v <<��( �O ACCORDANCE WITH A CITY (JOB SPECIFIC) APPROVED TRAFFIC CONTROL PLAN. A COPY OF THE APPROVED TRAFFIC � , m CONTROL PLAN SHALL BE AVAILABLE AT THE WORK AREA AND PROVIDED TO CITY OF TIGARD ENGINEERING DEPARTMENT. ��`� � ^� 1a C \ \ 'p B. EXCAVATORS MUST COMPLY WITH ALL PROVISIONS OF ORS 757.541 TO 757.571 INCLUDING NC'•TIFICA-TION TO ALL OWNERS OF UNDERGROUND FACILITIES AT LEAST 48 BUSINESS GAY HOURS, BUT NOr MORE THAN 10 BUSINESS DAYS, BEFORE COMMENCING EXCAVATION. 9. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE INSTALLED AND MAINTAINED MEETING THE D.E.Q. REQUIRMENTS. THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION %K 1J�� 157.4 VICINITY CONTROL. A SEDIMENT FENCE SHALL `s �J \, INITY MAP BE INSTALLED ON THE NORTHWEST EDGE OF THE PROPERTY. A GRAVEL PAD FROM THE EDGE OF THE PAVEMENT EXTENDING 50' INTO THE PROPERTY � Y N.T.S. MUST 3E PLACED AT THE POINT OF INGRESS AND EGRESS USED BY THE CONSTRUCTION HAUL VEHICLES. THE PAD IS TO BE 20' WIDE BY 6" DEEP. 151.94 �6 \- OO O 10. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE WORK SITE AND SHALT. BE ROUTED THAT ADJACENT PRIVATE TE 0 � �- N.E. PROPERTY PROPERTY, PUBLIC PROPERTY AND THE RECIEVING SYSTEM IS NOT ADVERSELY IMPACTED. THE CIT'( MAY AT ANY TIME ORDER CORRECTIVE ENT P AND Q E CORNER ' STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. ,� EL.= 160.00 11. TRENCH BACKFILL WITHIN THE R/O/W SHA � LL BE CLEANED, ,C'LL-GRADED 3/4-0 CRUSHED ROCK COMPACTED TO 9•`,X AASHTO T-99. 1 1 w 12. ASPHALT CONCRETE PAVEMENT MIX TO BE PROVIDED FROM A MIX FORMULA AS SPECIFIED BY O.S.H.D. SPECIFICATION SECTION 403.11 FOR CLASS "B", NC*, OR 'D" ASPHALT, AS SPECIFIED. CONTRACTOR TO PROVIDE ENGINEER WITH CERTIFICATE OF COMPLIANCE FROM ASPHALT PAVEMENT PLANT UNLESS L1\1 OTHERWISE INDICATED. N 13. ADJUST ALL MANHOLES LIDS, CATCHBASINS AND VALVE BOXES TO FINISHED STREET GRADE. w _ _- -- -------------- 60, ----��-__ fl iVr r r - Z 14. NO WORK WILL 8E PERMITTED ,rNG THE HOURS OF DARKNESS, NOR BETWEEN 9 P.M. TO 7 A.M. MON.-FRI. NOR BETWEEN 9 P.M. TO 8 P.M. SATURDAY, 40 .40 ? 30' NOR BETWEEN 9 P.M. TO 9 A.M. SUNDAY. P 3-00 3 15. PRIVATE STORM & SANITARY SEWER PIPE MATERIAL TO BE P.V.C. PIPE PER A.S.T.M. D-3034, SDR 35,WITH PUSH ON -TYPE FITTINGS TO MATCH AND RUBBER GASKETS Ss / 151'4 N X1. 4 0 8' 22' o �� � 1 PUBLIC STORM DRAINAGE PIPING, WHERE INDICATED AS RCP IS A.S.T.M. C-76, CLASS 4 CONCRETE CULVERT PIPE. 151.4 9 Cr QI g"� _ 17. CATCHBASINS ON PRIVATE PROPERTY TO BE LYNCH TYPE CATCHBASIN 1/4" STEEL WITH ASPHALTIC PAINT, 24" DIA. BY 30" DEEP, OUTLET TO BE 6" WITH 156. S' OPE '�" 3-1;i2" BRASS CLEANOUT & 45' STEEL ELBOW. CATCHBASINS IN PUBLIC R/0/W TO BE AS DETAILEL ON SHEET 2#. 138:40 � �� �--- 5' PUBLIC SEWER SIDEWALK �(F u) EASEMENT 2" CLASS 'BA G SAW CUT NOT LESS THAW -' 'rJ �►. ENCLOSUREA.C. 6" FROM EDGE OF EXISTING fp / �� TRASH OSUR2" CLASS 'B' A -'' ASPHALT (SEE PLAN) TIGARD VISION CENTER BF ° & v � 3" CRUSHED ROC K 32 a'0 0" , �0r`i 9169 SW BURNHAM 'pFp � O � A `> 12" CRUSHED COMPACTED SUBGRADE- `LEXIS G 6" SANI Y Si0 e� zo TE 275 FROM MN BURNHAM STREET X- SECT. L� Ox � Q 1 0 N.T.S. 4 4Q ,0 15 .40 h 9s�l�i�� \ / 155.60 �3 0�' ° / 4, �c �Cip'pp 155.4 ♦ 155.6 .00 s 4s 0,1, 1 6" ALDERS ' ! NDICAP SIGN ER cF,A OD 1 0. A_ ° 'oppA 155.40 EXISTING _ IRE �-�` � ,\ .A �' .4-q�. �\ F � � �• � �•�� . °�°�'Y�. qo s'`' �9� <`�,� � y � / y1 l h!� 'rY�� \ �' 17" AK 53.9 - �, 5 OSS C� I C \ CITY OF TIGARD 0 00 'f Approved............ �r k S � c 152 �' � � ,a. .w Conditionally Approved..... . ... ...... . ... ( 1 \ y \ f $ 1 LEGEND For only the work, as described in: HP 153.- \ PERMIT NO �;Q `�� C''�.�5� _ _ '��` " P 0 See Letter to: F u':Dvv............ ........... ......I ) \ SANITARY SEWER -----SS-- NEW CONCRETE A l STORM DRAIN ---SD-- Jo'� Address i 7 Lo �U(� ` �C`� - -a- \ S. '� � \� �'j WATER LINE - yy - -- NEW ASPHALT Cry MODIFY EXISTING CATCHBASIN b °�9L NEW CURB I GUTTER By _�_•� - ____- � GAS LINE G --_-- SEE DETAIL n . `� 53.00 rAa�`X OVERHEAD WIRES - ___ OH____ NEW PIPE LINE SAW CUT ASPHALT - -- RIM = 151.84 �� � �Q 15 .5 � 0. � � � UNDERGROUND TELEPHONE -- T -- PROPERTY LINE INV. OUT = 149.56 + c�- ��-Ra'0 .00 � J �� C4,� NEW POWER, PHONE ec TV -- ° --- _ - INV. IN = 149 gp \ SANITARY SEWER MH EASEMENT LINE \\ o �`� " � �¢ J�O��P O UTILITY CONDUIT REPLACE EX. 12" CI�PJ. \� \ ,�_.. 153.80 �� POJ STORM MN D CROSSING >- ----- -� W1 TH 15 RCP, PROPOSED OD SLOPE AT S = 0.0150 N / `'Ir ����' EXIS r"TNG WATER SERVICE -- + EXISTING STREET LIGHT ! �? NEW WATER SERVICE a ` ,�Q' hh NEW PUBLIC CATCHBASIN REPLACE EXISTING 3 4" METER WITH / A p 1 METE, AT NEW R/� LINE. �/ 1 4.0 °� EXISTING P' EXISTING TREE G JBLIC CATCHBASIN _ TRCE TO BE REMOVED `tib .9 < - � PRIVATE CATCHBASIN 10: 1 FOG LINE TAPER - r \�� / - \ \ DRAINAGE DIRECTION --- POWER POLE Yj `T-b SIGN . FIRE HYDRANT TELEPHONE VAULT TT LEGAL D E S C R I P T! O N; ��'•l,�E���,p �\, Q, PERCOMMERCIAL CYOFDTIGA�l � MAIL BOY, n RETAINING WALL � (CITY " \ LOCC.�C N TA FOR � GUY ANCHOR o -INC ME-- �-�- NSW- CATCHBASIN TRANSFORMER PAD T.L. 1400, SE 1 /4 NE 1 /4 p `-- S.E. PROPERTY CORNER` EXISTING CATCHBASIN r SECTION 2, T2S R1 W W.M. 9`�� G/ EL.= 153.60 -, - WASHINGTON COUNTY, OREGON 'op SSS DEDICATION OF 10' OF R�W - ,,,�,� • Burnham Str 5075 / � _ EXISTING CATCHBASIN !�• 12" RCP -, BUP2000-00097. SIT96-00058 u► RIM =� 153.67`-�- V riJ OWNER DEVELOPER: � °F ` �• �' 5 of 6 IE OUT = Tti�1.82 -_-_. , =0.0100 1 OWNS-P: T!GARD ALIGNMENT 11GARD, OR ACK HENDERSON PROPOSED MAILBOX AS APPROVED TEND 5TQRIN ��� "�(� �� CAD 0 REVISE TIGARD ALIGNMENT BY FRANK, FLOWERS POST MASTER `rS FROM NEW CATCHBASIN V`� e+cl Fp r0 10915 SW GREENBURG RD TIGARD. (639-1730) / ��,"/��� DI-sIGNEn �� DIM T:GARD ALIGNMENT TIGARD, OR 97223 j t 9694 --- (503) 639--1768 PLAN �f0 _o _ _ CONNECTION� -I) TAIL ��o / �� G ATC HB AS IN DRAFTED By DJM SITE PLAN \20' -1y N.T.S. OREGON RELOCATE TELEPHONE POLE y� op,L✓�'l► J4 ��e �P DATE 9\30\96 S(-AL_E AS SH[)WN >HFET 1 (IF ,j L• Mv� DUNAI,D L HURRAY Co o� n. rlting Engineer DRAVING NUMBCR -- -� Telephone (503) 697-5984 1502 Country Club Rd 1 Lake Oswego, Oregon 97034 - NOTICE: IF THE PRINT OR TYPE ON ANY TTI- I I I ill III III III III ! VIII I l l l l l l l l Ji l i 1'I I I III III III III III IIIIIII III III III III III III I I III III I ! I I III I I I I I I III ! IMAGE IS NOT AS CLEAR AS THIS NOTICE, III II I I I I I I I I ! I I I 206)-Y 1 II0I ITIS )UE TO THE QUALITY Ur THE 12 T ----- ----------- � ORIGINAL DOCUMENT b 9Z 8? r.z 9lZ 91z 1bJti sz „ tz. oz sr e [ + Lt st st m s1[ at [ t t R _ � - e rlll�►III�II1IIIIII�III►►►►►�►1111►II SII + ! SII � I � , i � (III I IIIIIIIIIIII IIIIIIIIIIII �IIII .I , � I ► I�IIIIIII 111111 III ► I i I �I III II I�IIIIIIIIIIIIII II,III II I �� I 111 I�I 1�I I III III I II I I I I I I I III II II II 11111 ►11111LI Ililll,ll I.►111111 II ff � T IIIIIIIIIIII�lllllllJllll,ll �11111111l111�11.IlIIIII1�Nll� , i i GENERAL CONSTRUCTION 1, VERTICAL CONTROL. IS BASED ON THE CITY OF TIGARD BENCHMARK N0. 157, BRASS DISC AT THE N.W. CORNER OF TIGARD ST. & MAIN. E.L. 157.95 c ss ,00 � 99W 2. MATERIAL AND WORKMANSHIP WILL. CONFOP.M TO THE APPLICABLE STANDARD CONSTRUCTION SPECIFICATIONS OF THE CITY OF TIGARD SC'p� S THE UNIFIED SEWAGE AGENCY, AND THE TIGARD WATER DISTRICT \ \ �0 �jq lQ / / / \.q� H� 3. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND MUST BE VERIFIED BY THE CONTRACTOR. ADDITIONAL UNDERGROUND UTILITIES MAY EXIST. CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION AND SHALL. ARRANGE FOR THE RELOCATION OF ANY IN ogF� p SBL CONFLICT WITH THE PROPOSED CONSTRUCTION. o\\ ti c y O�'AF 4. CONTRACTOR TO OBTAIN ALL REQUIRED PERMITS AND LICENSES BEFORE STARTING CONSTRUCTION. A CONNECTION PERMIT IS REQUIRED FROM THE q O Y� `\ctiCoti S1 TE CITY BUILDING DEPARTMENT BEFORE CONNECTION TO THE SANITARY SEWER. 6y �-� 5. THE TIGARD WATER DISTRICT WILL EXTEND WATER SERVICE ACROSS BURNHAM ST. & SET METER AT R/O/W LINE. CONTRACTOR IS TO COORDINATEFo '1p THIS WITH HIS WORK. STREET SERVICES, DOUBLE CHECK ASSEMBLY & METERS TO BE 1". 'o 'QF�'L\ \ 9�0 \� %3� .qi�`s� ,��'Q Q 6. CONTRACTOR SHALL NOTIFY THE ENGINEER, CIN r 160 � 01P, OF TIGARD, 24 HOURS BEFORE STARTING CONSTRUCTION OR RESUMING WORK AFTER SHUTDOWNS EXCEPT FOR NORMAL RESUMPTION OF WORK FOLLOWING SATURDAYS, SUNDAYS OR HOLIDAYS. CONTRAU TOR SHALL ASSIST THE ENGINEER IN PREPARING 'p4 do Go �, 90 04, sotyg o "AS-CONSTRUCTED" DRAWINGS \ , 7. TRAFFIC CONTROL. SHALL BE PROVIDED BY THE CONTRACTOR IN ACCORDANCE WITH THE CITY STANDARD SPECIFICATIONS AND, ALSO 1N ACCORDANCE WITH A CITY JOB SPECIFIC APPROVED TRAFFIC CONTROL PLAN. A COPY OF THE , � ) E APPROVED TRAFFIC 0p,°'�y1 `, \��" m CONTROL PLAN SHALL BE AVAILABLE AT THE WORK AREA AND PROVIDED TO CITY OF TIGARD ENGINEERING DEPARTMENT. � tK' `J 1 I Q 8. EXCAVATORS MUST COMPLY WITH ALL PROVISIONS OF ORS 757.541 TO 757.571 INCLUDING NOTIFICATION TO ALL OWNERS OF UNDERGROUND FACILITIES AT a �' � �� • � _- ` � _ _ __-____ _.__,___________�__ LEAST 48 BUSINESS DAY HOURS, BUT NOT MORE THAN 10 BUSINESS DAYS, BEFORE COMMENCING EXCAVATION. 00 9. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE INSTALLED AND MAINTAINED MEETING THE D.E.Q. REQ' "'?MENTS. tK � 157.40 VICINITY MAP THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. A SEDIMENT F J G v \ SLDIME T ENCE SHALL j3, � � � � �P N.T.S. t BE INSTALLED ON THE NORTHWEST EDGE OF' THE PROPERTY. A GRAVEL PAD FROM THE EDGE OF THE PAVEMENT EXTENDING 50' INTO THE PROPERTY cP 157.9 MUST BE PLACED AT THE POINT OF INGRESS AND EGRESS USED BY THE CONSTRUCTION HAUL VEHICLES. THE PAD IS TO BE 20' WIDE BY 6" DEEP. uti �+ > 160 10. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE WORK SITE AND SHALL BE ROUTED THAT ADJACENT PRIVATE X00 OO \r�4 PROPERTY, PUBLIC PROPERTY AND THE RECIEVING SYSTEM IS NOT ADVERSELY IMPACTED. THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND mss' O STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. 11. ASPHALT CONCRETE PAVEMENT MIX TO BE PROVIDED FROM A MIX FORMULA AS SPECIFIED BY O.S.H.D. SPECIFICATION SECTION 413.11 FOR CLASS "B", 157.40 "C OR "D" ASPHALT, AS SPECIFIED. CONTRACTOR TO PROVIDE ENGINEER WITH CERTIFICATE OF COMPLIANCE FROM ASPHALT PAVEMENT PLANT UNLESS OTHERWISE INDICATED. QP 12. NO WORK WILL BE PERMITTED DURING THE HOURS OF DARKNESS, NOR BETWEEN 9 P.M. TO 7 A.M. MON.-ERI. NOR BETWEEN S P.M. TO 8 P.M. SATURDAY, 6' NOR BETWEEN 9 P.M. TO 9 A.M. SUNDAY. 157.40 13. PRIVATE STORM & SANITARY SEWER PIPE MATERIAL TO BE P.V.C. PIPE PER A.S.T.M. D--3034, SDR 35,WITH PUSH ON TYPE FITTINGS TO MATCH AND RUBBER GASKETS 157.70��`' i 14. CATCHBASINS ON PRIVATE PROPERTY TO BE LYNCH TYPE CATCHBASIN 1/4" STEEL WITH ASPHALTIC PAINT, 24" DIA. BY 30" DEEP, OUTLET TO BE 6" WITH 3-1/2" BRASS CLEANOUT & 45' STEEL ELBOW. s � 157.4 156.4 \ / �P !,. 156.40 V, A moo mho 155.40 5' PUBLIC EASEMENT SEWER v .80 f \ Az Si TIGARD VISION CENTER \%S� 6F �0 �0 ,��0 Q�O�/o O 9169 SW BURNHAM F '1'.y 'P tis O �� ii o, F�yq qti o�, Fc K-o �? V 15 " Ts�A!'*" , I•Igr kA;"S1�1L OFFICE �o 'f� �� o G``' EXIS G 6 SANI RY \ ANPr�,�N/C 4' . . . . . . .Upp� 'l�Ao/ o GAO J °',y'y Q' TE 275 FRO MH CON011i0l '.I_YNrPP:.1,LD 6 t't f..;r ANPPROVAL OF c­_,S:c3►;TI. A7 �sS hyo SE t" C�; O !_ETTER r P L:l 155.40 5.40 1 60 ��0 TRAS NCLOSURE c' +sxAti -u AT �0,sl ,9 155.30 �` &ir'`��(. - c ti 'LO F,o o S �' 55.40 HP -9 F'Qc BG 'Qo �L,p 55.60 (144O �"44; roti �D�sc�� cop cF'p r HANDICAP SIGN N gyp, /•00 CI o Bloc �' f- c 'p0"9s��' ODOT °' °� APnrovf:d.... TY OF TiARD !y ,� �P q To,, �, sF $155.40 �' p'ti� Can i� , r :................... .............. .............. .. ,,,C_ `gk'job Ory q,Ls '1'q�F,A / PG S 'nnroved .. ......... .... . ... ......... A q .� yc 1 .8 �} �o Q r CIO, �'90 Er;;.,, ; , .din• •( I: c O G i74 o,Q� C'Q�� F " �4j1K^�� 0 see t- J. -Q p vo. o q 12 UIT o Al _ - 153.90 17 K $ 5 job A- .................( I:�r / , 1 RAMP p � o � Y' --__.--- _ � g rL '� o - _ C^to. __ 152 \�41 9. ,2.5% r, U js, h LEGEND \ ?�, TWO BICYCLE RACKS SANITARY SEWER SS NEW CONCRETE STORM DRAIN SD 1 F�5.2 �, NEW ASPHALT .1 . WATER LINE --W F sus, 4 �Qy RIM 1'50.30 ,3�G0 o Q- - NEW PIPE LINE .� -� SAS LINE ---G --- oo R SAW CUT ASPHALT / OVERHEAD WIRES --6c OH-- 53.00 153.50 �/ 5P�\ UNDERGROUND TELEPHONE -- 1 - PROPERTY LINE ` .�i : .� ,y ' 6 `z` � NEW POWER, PHONE do TV o - - EASEMENT LINE -- - .00 �, � 4�' r SANITARY SEWER MH Q EXISTING STREET LIGHT ♦---- O ro X153.60 \ h PJ�Q` STORM MH NEW WATER SERVICE --� �/ �� J tt % 53.72 ?�, c` \����`0 EXISTING WATER SERVICE - --♦ EXISTING TREE � " \ p� NEW PUBLIC CATCHBASIN ® TREE TO BE REMOVED REPLACE EXISTING 3 4 METER WITH 1 4.0 0 EXISTING PUBLIC CATCHBASIN N POWER POLE 1 MITER AT NEW R 0/W LINE. PROVIDE \� \\ E PRIVATE CATCHBASIN -0 TELEPHONE VAULT 1" DOUBLE CHECK A. S MBL.Y AT PRIVATE �53.57 SIDE OF METER, i SIG DRAINAGE DIRECTION 153 \ RETAINING WALL 0 $ 4" TEE R SPRINKLER SYSTEM NEW CG-1 CATCHBASIN FIRE HYDRANT 44 _ _ , TRANSFORMER FAQ FIRE PROTECTION LINE - 4" DOUBLE DETECTOR CHECK �� RIM - 5..66 MAIL BOX o INV IN 149.92 VALVE ASSEMBLY WITH OS&W VALVES TO BE INSTALLED COMMERCIAL DRI V=W INV OUT = 149.82 ►- GUY ANCHOR PER CITY & FIRE DEPARTMENT STANDARDS, ALL IN A r/ I' PER CITY OF Tl _ o LEGAL DESCRIPTION : CONLWTE VAULT, PROVIDE 4" STANDPIPE WITH SIAMESE ° G,4RD) Q T.L. 1400, SE 1 /4 NE 1/4 CONNECTION THROUGH TOP OF VAULT. ,� --- Burnham Str 9075 SECTION 2, T25 R i W W.M. 2' X 8' EASEMENT F'OR � � DEDICATION OF i 0 OF�Ol'WL ,, 10" PVC BUP2000-OOG97, 51T96-00058 WASHINGTON COUNTY, OR'=GON FIRE HYDRANT. t �" RCP s 0- s S \ RELOCATE TELEPIiO!'�POLE OWNER DEVELOPER: \ CONTACT: BRIAN MOORE5=0.0100 INV IN M 1 " RCP _y = 149.92 OWNER: TIGARD ALIGNMENT TIGARD, OR P r v� EXTEND_ STORM LINA ,'r�v�OG�N `�'/ r JACK HE.NDERSON � F CAD # Bei TIGARD ALIGNMENT � INV = 149.62 10915 SW GREENBURG RD \ � � TO NEW CATCHBASIN � �' 8694� DESIGNED BY ��M TIGARD ALIGNMENT L TIGARD, OR 97223 �f ;i�ow.u�i� N' DRAFTED BY DJM 1 el SITE PLAN PLAN {50_3) 639-1768 ," _ ?0' �� °'� CATCHBASIN HB AS I N CONN r� �� "LS EC 1 IO N DETAII, � O �Y 14 19� Q' DATE 11\29\96 SCALE, AS SHOWN SHEET 1 OF 3 N.T.S. tiq�o L. �` DONALD L. MURRAY Consulting Engineer DRAWING NUMBER 'O FO,�, Exp 12/31/963 Telephone (503) 697-5984 1502 Country Club Rd -_ Lake Oswego, rJregor` 97034 _.._ -.-. ..__....._...........>.. .. ,...•. . .. .. .... .....o.........rpraXw,4..,.:.,......w.:..r...,w,. .. _..................,,.»r a..,..A........ .....< .. ,.. ., ,.........weS4..n..r,r,A..i .+... - rvMMfLY.�4.rMliM MYi1Ywiwvww.err .r r+u.rp.dFi ..„Hwr{.yv'...yw . -rnr.n.rn•.�w....__..,„. ..........vr......wwr.M,.r..,.,ypr..W��M.�.)3 NOTICE- IFTHE PRINT ORTYPE ONANY � � I I I I ( I I III I � � I III• I I r r�tlrl! r1-r�rllir�rl!Ir II!II ! IIIIII! IIIIIII !III!�I !�!�! ! !�!�!� ! !� !�!�! ! III! II II � � ! ! !I! 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