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SW TIGARD STREET i arra •���it�ra• rra�. q04 6 70 T1 412jo ME. /AIEA00Wr J T P 7 M4 Adw COWS TRL/C T.rCAI /1/C TES,' 1. CO/VSTRUCTIO/V SHALL CONFORM TO THE CITY OF TI 6A RDA. W. A . S7A1VDAA!0S 6 SPECIFICA TIONS, OA E60/V ED. !960 ANO ALL OTHER BUILDING CODES TNA T ARE ENFORCE. I. E. U. C. . 7 P. C. 2 . THE CO/VTi9ACVS7 SHALL OBTAIN gE ALL OUIRED PE"gMITS ANL D ICENSES BEFORE SANT T,4RY SE�✓ER 7N ST4gT6 CONSTRUCTION. f. T,'•/E MATERIAL FOR THE SANT TARY SEW 3. ER LINES SHALL BF CONCRETE SF.WEF+ NO CO/VSrRUCTIO/V IS TO COMMENCE UNTIL fPLA,VS ARE APPROVED ANO ISSUED BY THE CITY. PIPE OR P. V. C 4 1, COVER SHEET . THE CONTRACTOR IS TO COOROINA TL E WI rH AL OF THE UTILITY COMPANIES 2. ALL SERVICE LICE A TERAL S SHALL_ Be CONSTRUCTEp TO MEET OR EXCEED THE THE MARKI/VG OF ALL EXISTING; UTIL I TIES. COMPLIANCE wI TH ORS 757. 54! TO fTEOU.TREMENTS OF THE CITY OF TIGARO ANO THE U/VIF'ORM PL MB /v COVE. 137. 541 IS RElJUIREO. 3. AL L MA TERIAL S AND W'ORKMA/VSHIP ARE TO MEET OR EXCEED THE REOUIRENE/VTS 2, 5I TE PLAN5. THE CONTRACTOR VA IS TO CoOROI/ TE THE REL OCA TION OF N AY EXISTING OF THE CITY OF T76Ag0 ANO ALL ADPL_ICABL_E CODES. (THE CITY IS AN A BENT UTIL I TIES. CO.N.�L I C TS TO RESOL VED BY E/V6I,VEER. OF UNIFIED SEWE.9A GE A BENCYI . 6-. THE CONTRACTOR SHALL KF_-EP THE CI TI' 6 W. S. WE'LL S 6 ASSOC. , INC. 4. ALL SEWER LINES ARE TO BE AIR TESTED ANO Tv 'ED, PER THE RE'OUIREMENTS 3, OR40INO PLAN ADvISEO OF' HIS PROGRESS SO THA T INSPECTION CAN SE PERFORMED IN AN OF THE CITY OF 776AR0 (IN THE RIGHT-OF--wA Y OR ESN 'r. / TFSTS ARE TO BE EF.­rc.7E1vr MANNER. TWENTY-FOUq (24) HOUR NOTICE MUST BE 6IvEv FOR TESTS OBSERvEO BY THE CITY ANO W. B. /✓ELLS 6 ASSOC. , INC. IF PVC IS THE SELECT- Q, STORM SEWER PLAN INSPECTIONS. CALL 1639-4171 FOR CITY INSPECTION. EV MATERIAL A MANDRAL TEST WILL BE REOUIREO ON ALL LINES. WRITTEN 7. THE CONTRACTOg SHALL DO ALL f7EP0RT(SI 6 BETA TAPF. (.SJ SHALL BE PROVIDED TO THEE CITY FOR REVIEW 6 OF THE WORK SHOWN ON 7ME ORAWIN6_S ANO APPROVAL . ALL INCIDENTAL WONK CONSIDERED NECESSARY TU COMPLETE THE PRO✓ECT IN AN 5. SA NI TARP SEWER LA TERAL S SHALL SE PL UG6E0 6 MARKED WI TH A 2" X 4" �, SANITARY SEWER Cely 7E` E MANNER. NARKF.R FXTENTED FROM TME ENO OF THE LA TEAWL TO A POINT 2 ' ABOVE FINISH B. ALL MA TERIAL .SUPPL IERS SHALL_, UPON RE-OUESr, SUBMIT TO THE CI TY OF 09A DF ANO LABEL EO "SA NI TARY SEWER LA TFRAL ". THE DEPTH SHALL AL SO BE 6, `✓,4 TER LINE RL AN r76AR0 ANO/OR W. S. WELL S 6 A SSOC. , INC. PROOF TNA T THE MA TERTAL S HA VE NO rED ON 7HE MARKER ANO PA IN TED WHI TE. BEEN 7E-5TEV ANO FOUND I/V CONPL IANCE WITH TME .ABOVE SPECIFICA TIONS ANO 6. PIPE BEDDING SHALL GO,VFOfiYN TO THE MA TERIAL REQUIREMENTS Co' THE CI TY �J F)ec L L•E iD s, THAT ALL MATERIALS TO BE DELIVERED TO THE ✓OB SITE MEET Oq OF TIGAgO. / TIG,4RD hi�l TER DISTRICT .f'L,4N EXCEED SA IO SPECIFICATIONS PRIOR TL? DELIVERY. A/VY MATERIAL. NOT CER TIFIEO 7. BACKFILL FUq TRENCHES WITHIN THE RIGHT-UF-WAY SHALL CL',VFURM TO THE BY THE SUPPL IER SHALL BE RE'MOVEO FROM THE ✓OB SI TE A T NO ADDI TIO/VAL CCSr NA TER_TAL REQUIREMENTS OF THE CI TY OF rI6ARO. TO THE OWNER. 91. TRAFFIC CUNTgOL OURI/V6 THE CONSTRUCTION OF S. W. TI6ARD ST. SHALL BE 9. TESTING SHALL BF- AS PER SECrIO/V 3. B OSPSC. (J ADDRESSED BY THE CONTiRi 4 C TOR 6 PRO✓EC r ENGINEER. A TRAFFIC CONTROL PLQ, P,4 THw,4 Y PLAN (f7E0UIRE0 By THE CITY OF TI6AgD/ _SHALL BE PREPARED A.vo SUBMI T TEO TO THE- CITY HE J�(�j'. PUBLIC H,4 L F STREET PL�4 N CITY FOR APr'�ROVAL . 10. rHF CONTRACTOR IS TO 000AIOINA TE ALL UrIL I TY INSTALLA TIONS. THE ,/ CYJ/1 TRAIAL L 7-r I S TO SUPPL ►` ALL NECES S"4gY TRENCHING FOR SA IU UTILITY G��OQ`/ e)we,R ,( O, PUBLIC S,4NI T�4RY SEl✓ER PL,4N INSTALLA TIONS. �.7 �7,I, �7 /7G Ji . EMBANKMENT MA TERIAL SHALL SE FREE -Ram Ogb'A1vrc_% -RazEA, MA TERIAL, GnNCi9ETE, ASPHAL TIC C01VCRE7F ANO OTHER O,cSr4rs. 1. ALL STORM SEWER PIPE SHALL RE ASrM C-14 CLASS 2 CONCRETE BELL ANO ,/ A 12. EMBANKMENT SHALL BE CONSrgUCTEO IN SUCCESSIVE HORI20NTAL LAYERS NOT _wr&vT WITHOUT RUBBER 64SKETS, UNLESS OTHERWISE APPROVED BY rHE CITY of EXCEEDING DET"/ILS EXCEEDING EI BHT (B/ INCHES IN LOOSE THICKNESS. THE USF. OF L oAOEO HA UL ING TI6AR0. EOUIPME/V T IN AL L BUT TME L A S T TWO (2) FEE T OF FILL WILL BE A CCEP TABLE 2'. CATCH ETA SINS; INLETS, `IPF BEDDI/V6 ANO TRENCH BA CKFIL L SHALL BE AS 12• DE T�4 IL 5 FOR COMPA C TION, PROVIDED 7HE REOUIREO DE/VSI T Y is OB TA INEO THROUGHOUT rHE S7LIOW/V ON THE 'S OE TA IL SHELF 7 . I/ID Th' ANO DEP 7H OF ,EA CH LAYER. THE TOP Two 12/ FEET SHALL BE COMA C TED 3. ALL STORM SEWER LATERALS SHALL SE MARKED WITH A .2" X 4 " MARKE_R L/SINS SUITABLE MET:H41VICAL CC7MPACT0R5. EY7ENO,IN6 FROM THE END OF THE LATERAL TO A POINT 2 FEEr ABOVE Fz1vrsHE7D 13. ALL BUT THF TOP TWO /2•I FEET OF FILL IS TO MEET 90.t" OF AASHTO T-190 6)9AOE ANO MARKEO 4" STORM LATERAL . THE DEPTH OF THE LA TER4L SHALL Al-So FOR COMPA C TION. THE T(7P Th'O 12) FEET SHALL MEET 95Ar OF AA SHTO r-1 BO. BE NO TED ANO !:7A I1V TFD GREEN. Y4. THEHA TERIAL IN EA CH LAYER SHALL_ BF OF A MOISTURE CON TENT TO MEET 4. THE CONTRA C TOR SHALL BE gESPONBSIBL E FOR DEVEL OPME/V T OF AN ON SI TE THE ABOVE C'OMPA C rlCIV REQUIREMENT. WETTING OR DRYIN6 OF THE' MA TERIAL ANO RA rl%0RA I/V .S YS TEM THA T IS IN CONFORMANCE :r7 TH CHAP TER 14 OF rHE UNIFORM N.4/VIPULA TION TO SECURE A UNIFORM MOISTURE CONTENT THROUGHOUT TNF LA VER PL UMBIN6 CODE. NA Y BE REQUIRED. SHOULD THE MA TERIAL S BET- TOO WET TO FERMI T PROPER SLw'CTICA' 1401 - S TORMWA TEA ORA INA 6E REOUIREY7.• CtW,lc'4 C 7 ION BY ROL L I.N6, ALL WORK' ON ALL PGR TIONS OF THE FILL THUS (A/ ALL RAIN STORM ANO OTHER R(J/V-OFF FROM ROOFS, EXPOSED STA rA iA Y, AFFFCTEV SHALL BE DELAYED UNTIL THE MATERIAL HAS DRIED TO AN ACCE-PTASZ_F LIGHT WELLS, COURT, COURTYARDS ANO EXTERIOR P,< VED AREAS WHICH IS ORAI/VED _ NOI S TUBE CONTENT. B Y S TORMWA TER DRA INA 6E PIPI1V6 SHAL L SE CU/VVEYED B Y SUCH PIPING TO A 15. THE UW/VEP. CITY ANO W. B. WELLS 6 ASSOC., INC. SHALL RESERVE THE STORM SEWER, STORM S'FWA6F SYSTEM, DRY WELL, OPEN ORA IN TERMINAL. ORA INA 6F H76H T TO CALL FOR COMPA C TIOiV TESTS. IF THE TESTS OU Nor SHOW SUI TABLE DI TCH, S TREET GU r7ER OR NA TURAL SURFA CE ORA INA BE COURSE IN A MA/✓HER RESUL TS THE CU/VTRA C TOR SHALL COgREC T IT A T NO COST TO THE OWNER. WHICH W.L L No T CAUSE FL C700I/V6 TO AD✓A CE7V T PROPERTY, STREETS, ALLEYS Og 16. ALL EARTHWORK AND GRADING .SHALL COMPLY WI rH A .`. W. A. STANDARDS 6 WAL/CW,C YS. ..� �� LAI SPECIFICA TIONS. SECTION 204, INCLL/OI/b'6 AMENOMFNTS, ANO CRAFTER 70 OF THE (bl DISPOSAL - ALL POINTS OF DISPOSAL SHA!__ MEET WITH THE PROVISIONS C \ w ( y r`� L_ UNIFORM BUILDING COOS, A/VD;'OR THE REOUIREME,V7S OF THE fPUBL:C WORKS OF THIS CODE ANO THOSE OF THE DEPAg7MENr HAVING ./URISvrcrrov. SUCH .r-- ( I _- CONS TRC/C TION COOS". ORA INA 6E SHALL NOT BE OI SCHAR6ED TO ANY SUBSLJRF"A CE SEwA 6E a I SPOSAL [ f,^ \ ..c,.. 17. AL TERNA TESTEMF S YS , OU/VDA TION OR FOOTI/V6 DRAIN OR N TO ANY L.00A T_ION WHICH COULD ALL MA TERIAL USED IS rC BE PER THE APPROVED PLANS. ANY 1pr-.ARE TO BE APPRENOVED BY THE GINEER Alwc THE CITY . ALLOW A MINIMUMOF TWY7NTRO CIBUTE TO A NNUISACE OR TO CONDITIONS OERMENITA, TO THE WELL - BErIVSMEEKS FOR APPROVAL . OF PE.,95C7NS OR PROPERTY. THE DISPOSAL OFALL SUCH ORAINA6E SHALL BE IN ��! Jf 1B. THE CONTRACTOR IS TO KEEP 4N ACCURA TE RECORD OF AS-BUIL TS. G1'7NfN L IACE WI TH LOCAL ORDINN ACES, STA TE RUL t S ANL? RE6ULA TIONS. 19. ANY PLAN CHANGES ARE TO BE SUBMI TTEO TO THE ENGINEER ANL) APPROVED 5. FOUNDA TION AND IRA I/VORA INS ARE TO CONFORM TO AL L APDL I i:ASL E CODE'S. TME CITY PRIOR T7 ANY MORA. 20. THERE SHALL BE NU BA CKFIL.L ING OF "ANY WORK PRIOR TO TES TING ANO 6. SEC TION 1407 - S TOFiGN ANO OPENED WA TER ORA INA GE - WfrlERE THE ACCEPTANCE BY THE CITY Pi_um6r1v6 I/✓SPECTOR. ANY WORK BACKFILLED WITHOUT ORA INS CO/VNEC7' INTO 7HE STG/W SYSTEMS, THERE SHALL BE_ A BACK WATEg VALVE BEING INSPECTED WILL BE UNCr VEREC FORTHE INSPEC TOR. SERVING 71-14 T LINE (PAR"J GRAPH C), BA CK hA TER VAL VES. 21. E/V67NEER SHAL L PROVIDE ONE A S-®(TIL T MYLAR OF AL L IMPgOVF.MENr WORK 7. SFC TION 1409 - CATCH BASINS (PAfZ4 6Fi.APH BI - ALL CA TCH ESA SINS SHALL " 1 TO THE CI TY ANU CERTIFICA TICK JF WORK CONFOfiMANCE TO TfAE PLANS 6 BE TRAPPF.O BY USING AN INVERTED ONE-O!JAgTER BEM7 (1/4/ OR WELDED BAFFLE. _ �.+w.• Q p „1 1 57pECIFI CA TIONS. hHE/V O THE.R THAN A TURNED DOWN ONE OC/A R TER "/4/ BEND, A CL EAN OUT SHALL .J --'""«� - - 30 BE REOUIREO A S PER E SC TION 1107 (O/ ANO /Ei OF THIS 4:00F. ••••••, ((� t \= I B. RA IN ORA INS ARE TO BE CONiVEC TED 7'O THE `OU/VVA TION DRAINS. PROPERr--�'l WA TER LINE BA CKMA TER VAL VE OF VI CES ARE TO BE USED IN A CCOROA/VCE WI TH THE U. C. J. NOTIFY rI6'ARD wA TER DISTRICT (TwV/ PRU I 1 _ L / IDR TO CMMENCINE CONS TRUE TION. �_ � Y ,' l ,.� \�� PHONE NO. 699-t 554 ✓ Z. ALL WORK SHALL BE IN A CCOROA/VCE WITH AWWA S TANORD AS. 3. ALL WORK r✓ILL BE INSPECTED AND APPROVED BY TWC. � 4. FIRE HYDRANT A SSEMBL Y CONSI S TS OF B" OR 6" M✓ X 6" FL 6. TEE, 6- FL G. Tr 0111 X M✓ 6A TE VAL .VE 6" M✓ jr M✓ HOLDING SPOOL, ANO MODERN MUELLER CENTURION > s FIRE HYpgi4NT, A-4c2, 6" M✓, 5 !/4 " MVO, 3-PORT (2"-2-!/2" NST HOSE ' -fpr � ) CONNECTIONS, ! - 4-1/&?" NST PUM`ER), !-1/2" `ENT OPR NUT, OPEN LEFT, �,,� _ ML ! ( ="► <\ \\\✓ COL Oq. YEL L Oh; TRAFFI C MODEL . 5. EACH FIRE HYDRANT SHALLBE INSTALLED UPON A PRE-FORMED CONCRETE ;r G/ -�,-- � � TIGAHD�4� OLCCA' WI T,� !-!/2 CUBIC YARDS OF CRUSHED 1-1/2 " ORA IN ROCK. TARPAPER WI_L ' �^+�� M SIM BE LA 7D ON TOP O,� ORA IN ROCK TO SEPARA TE ROCK FROM EARTH COVER ,..�.� 1 Rw�• �' ��� f 1 6. POURED CONCRE TE THgb S TSL 0CKS A 7 L EA S T B S'OUARE FEE r OF BEARING / , 3URFA c- ,, T EA CH TEE AND BRA LOCA TION. 7. .96" OF 3/4 - INCH MLNUS GRA VEL FOR ALL. MAINS IN STREETS 6 ORI V_EWA YS. / �r ^��� «�� B. ALL SANT rARY SEWER LINES !O ' L A TERA L L Y OR 3 ' vER TI CA L L Y Of WA IFR ` , NA INS SHALL BEFNCA SED IN CONCRETE 6" TNI CK 10 FROM CROSSING. WHERE O/i'NE%1 / OF VEL 0)OE) G79OSS7N •4 NE ,SS RE CESSARY, THE-Y MUST BE MAOF A T APPROXIMA TEL Y 90 OE6R��E-S WI TH A r L EA S T f 6" SEP4 qA TION BEL_Ow wA TER L.INE'. Q. MAINS SHALL BF. TESTED AT 150 PSI FOq f HOUR WITH MAXIMUM LOSS OF 5 CHARLES B. HARRIS COMPANY PSI. STA TIC PRESSURE 100 PSI. PRESSURE-RFDUCI.•VG VAL V'S- WILL BE REOUIREO a - 1 AT FA CH METER. FOR 1 METERS, TWO WILL INSTALL ANl7 INC/_UDE IN COST OF 8315 S. A:', ST,gRf� STREET � � r, l �..... _ iYF ER FOR P-R VALVE. F"OR !-1/2" METEq� C0/VTRACTO,9 A.'ILL INSTALL AT - ` OWNER 'S EXPENSE FOR P -R VAL VE. =N 'UTT -- JO. ALL PIPE ANO FCLASS6S WILL BE CEMENT-L INED. PIPE WILL_ BE TY7(.7N Jo-TNT PORTLAND, OREGON 9 216 ' DUCTILE IRON, CLASS 5'?. Q 1!. TJ S. B. H. BAC7ALL A L CAL TESTS vrcE-5 EO. (50 1 252 �Q��+ 12. TWO WILL INS TALL ALL COPPER SERVI CES PRIOR TO BLACK 7-GIPPING O.F -- - - STREETS AAV DRIVEWAYS. METERS WILL SF I/V57ALLED BY DISTRICT UPON .I/VOI VIOUAL gEOUES T FOf7 SANE. 1.3. UPON COMPLETION OF INSTALLATION, CONTRACTOR OR VEVE"L OPER WILL ADVISE TWO OF TOTAL CONS TRUE TION COSTS TO WHICH W1 L L BE ADDED 10At FOR OLS rRI C r .INSPEC rIONS, WATER LOSS.OSOVERHEAD, SAMPL I/V6. ,40MT/VIS TRA TION, ETC. , ANO zx FOR F_N6I/VEERING REVIEW, INCLUDI/V6 VI CINI T Y M,4P "AS-BUIL T" &,9AWl1VGS INTERSECTION PERMIT NO.21�2/!� NAA-7S; UPVA TINS MAS TER MAP, FTC. 14. THE ESTIMATED 12X TO TWO /VUTEO ABOVE MUSr BE G'/V OF_PCSIT PRIOR TO ��, Iff 7, S. EI 6NNIN6 CONS TRUE TION. •_,_____,_-__- . I OF 11. - 1 1 I 1 I . I I I I I I I I I f �► I I I I i I I I I 1 I I I I I I II III Ill111lllltlll .'. i,. 11llllit • NOTE IF THIS MICROFILMED i..,...............__ �" DRAI,,NG IS LESS CLEAR THAN � THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING. :Et_.____.. ....___---- ---•---_ ...--- ---- --- --- -------- -------_____. - _ ------ 0E 62 02 L7 92 s2 OZ 2Z I OZ 61 laI LI III SI 41 EI 21 II 01 -6 9 c 9 S b e �' I ' " �I�IIIInIuuI1N11llIlIIINII1lIlllullll,Illllllllllllglllllllnllnn�nllnnl►IuIIUI�In11u111u�J111n11nihnlllllllllulnN�Ilnllul�I11411init�llulllullluul1111111ulunllullulllwlltlululllunllullln111u1111111uul�nulutl�tu�illlulntlllulll � w -. ATtltj 11'1 1991 I Yy r I I 1 w Pk �C o 12.949 ,E M1 I _• rP � � I i I lu n "m 49 W r W y 4 S . 138 ° 18 ' 00 " E . o M 349 . 3 ' ' S . fj8025 " 4p " F , m 00 EXISTING FENCE - - - - - _. _ _ - - - X- - - �( - - _X X - - - -X- - - _ N 559 . 90 - - - --X- - - -- -X � er, ,---- ------- o LA_ -- D CO N 7IE mmLu Cv V1 13 I 49 . LO �� v pQ" W a 1015 r� 40 R= 1@ / 69 ,/ m all 7 C4 14 . AREA TO BE DEDICATED m o Lm 30 24 \ 10 i 1 1 �`� � TO THE CITY OF TIGARD m W SEE SURVEY FOR DETAILS . m� Z \ c / O �m TE 38 , l)" '� CONSTRUCT 8 ' WIDE PEDESTRIAN M _ — 5 CARPCIR 5 Cq pgRT PATHWAY . SEE SHEET 8 FOR 01 In X. -� Lo ► I PLANS . H/ C In 3@ ' 6 OLD BUILDING \�� 15 O 0 LO i - _ REMOVE . cx � �( W ,,i- � _1 - \ •, to - Z I uj 0 z _ 6 ! `OLr) uj =� Z i 30 RENTAL ac 9�v \ 20 , -� N �n * -- \ 100 YEAR FLOOD c! 24CENTER e cc z PLAJ7N LINE . co \ OTE cn ELEV . 16@ ' o_ u ac a CD C-0 CD CD W w W W _ - � I N •-- i -_� Q a a a R E C . ROOM _�— 16 W 'f w mO McL I U� LAA a < a a EXISTING FENCE a c� REMOVE . -- ( w s CD SUN --- I I Ui z Z D DECK L - --z - - _x_ _ _ _ _x_ _` _ _ _ _ _ _ _' 4%�: i 30 530 ' < SWIM 24 ' - e I - POOL N N 142 . 9© ' 1 ` z I \ I i \ N . 88023Oa " W . ' uums, Z --`O _ _ N -WALL c� ° R� � N � © � - - EXISTING FENCE �� mm 1 o R- 15 ' I - _ -o 6..-- 6 J d, ° )K --� _ - I H/ C \� c� I I T E \ m eo TL 101 z _ w 2 _ _ ACESS ESMT , LEGEND CL r` 24 \� 2 1 OLD WINDMILL TO BE r � � PRESERVED , DO NOT DAMAGE . , cv 61 LTE TRASH ENCLOSURE� _ � m � FENCE BEFORE STARTING z 0 , CONSTRUCTION , r� o ►� FIRE HYDRANT ,\ 19 - -- ----- --- 0 °° o --- -- / m WATER METER T; Ln EXISTING GRAVEL DRIVEWAY . SS SAN . SEWER 24 ' - ----- ,n 475 . 45 ' �' e �'� ST STORM SEWER � 144 . 67 ' 98 . 65 ' '^ - - - - -�(- - - = - �(- �(- - - - - - - -- W WATER LINE X - - - -�(- - - -X - - - - - - x _,--�(- - - _(- - - -X��( N . 88023 ' 0 @ " W . X- - - - - - - � -- Z 1 .STING FENCE f— EXISTING FENCE w Os 0 ® CATCH BASIN I z W TIGARD STREETWATER VALVE S , W ♦ LID - --- _—. _,__—_ ------ - _ _--------- ------- --- LIGHT POLE S� —____--- - — -- -- -- - --— __ -- -- —. .LII e z ° PERMIT NO. 'c1-9(::)1.f.)q of f CSC= I ]. f� Nonni" m0a. 1 I 1 I i I I Ii I I I I I I I { ;rll ►II III rIr III rIr III III III III III III III III III III III II lIi �l aII III 1lllrlll;llIIIIIIIIIIIIIIIlIIIIIIIIIIIIIIIIjIIIIIIIIIIIIIIrIIIIIIIII �IIIIIIIIIIIIIIIIIII111'111� _. . ' I 2 3 4 5 6 1 71 8J A �0 I I t NOTE: IF THIS MICROFILMED I�""'`�^'-- — —�' '�� - THIDRAWSNOTICE.. CLEAR TN TICE.. IT IS S THF QUALITY OF THE ORIGINAL --- DRAWING, nE 62 92 12 92 S2 f2 E2 22 Iz OZ 61 91 IL 91 SI bl EI 71 II 01 6 9 1 9 S� p b E 7 I • ►!IIuIIInnlunaul�nulnn�uulunlnllllllllllpllnl�uulnllnrulrlrrlullnulllllllllllllll{IIIIIIIII{IIIIIIIIIIIIIIuIIIIIIIIIIIIIIIIIIIII{IlilIII11tIUIlIIIIIIIlilI111�IIIlIIIIIIIIII11111�IIIlIIW�UIIIIIuIIInInnIUIIIIIIIIIWiI#WIIIIIIII1�lIlllllllllllllllllll111I •{ APRIL1991 a j PRS 'I o ,1 1�I t �� y • M N 2.449 all4 �. 'cN .. G r Cpl ��'► z > Z Y u, Z N 0 uJ u W O c3 > F r S NSE 0 3 u �, ac SG I 1 N N Q W 1� < J d i -44 — -- � 1 / 0 0 Q 1 .10 - — ----- FF 163 1 ��1 9 �6�1 / m 1 FF 182" + /,, i �'�. m 7 12 o ` 14 FF 188 ! 10 11 FF 170 ' �. 1 FF 163 ' p IFF 184\� a / 1 FF 179 FF 175 ' I I 9 � \ ` O^• I S v - - UDch CQ U3 0 �P cm ag 1 �0 FF 164 ' � FF 187 ' ' � o 6 a / i - '��� ►,��' RENTAL \\ 11 100 YEAR FLOOD ex 1 m - CENTER PLAIN LINE . Qa s 1 TE li � ELEV . 0 ' ti w Ln ti w w ,��� — _. FF 178 ' 16 a c co REC . ROOM 11A 'c 6 �' I �0� °C a a — �1� FF 173 ' / Q I � 0 LD ►,1 _1.' FF 169 ' w Z Z z © m , SUN Lf) — _ _ -- - ~ 2 — - - J LLJ DECK I ,," - SWIM 1 ' ►- `' Y Iw� W P O 0� 171 CK ; w FF 18Z ' ,�'' I1�' FF 175 ' 0 tr 9' FF 170 1 16B F— a LEGEND Ln TL 101 TRASH ENCLOSURE_ Z 11 � FIRE HYDRANT OD 3 o 2 I 16 Z - 113 i ; / WATER METER Q + FF 1750 12 " FF 161 ' L �` FF 171 ' \ t65 -- -- --- - �� . I SS SAN . SEWER FF 169 � � , 19 ST SFORM SEWER I � O —1— 7 _.._. W W WATER LINE > 164 [� CATCH BASIN - - __-- _ - --- -- ® WATER VALVE uj uj Z LIGHT POLE z i e�• ;�— DESIGN CONTOUR - _ .1k Lo / CATCH POINT s o W o TI (3ARD STREET t --- - _-- — — - EXISTING CONTOUR t•� ------------- o 3 � rata„ Ht.�0:t.59 of t� OF 11. WIN A - �11111 Itlll�l 111111 �illltl 1t111�1 I�Ill�t I�IIIII II1�1�1 1�11it111�111�1 1�111�111�111� I�III�III�fIIII 1�111�111�111�1 1�111�111111111 1111�111�IIIIIIII1t111�1111111111111111��IlI) ... . 1 1 1 { 1 1 1 1 f I I 1 I NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING, dE 62 9Z 12 8Z SZ bZ �Z ZZ 12 02 6! 91 11 91 St ft f:. 7,1 I1 01 6 9 1 9 S b E Z I I��IIun111I�! ��I1nl�►.111111111uInnIullllu111n111I11111I11111�h1111�1����Iu111111!ullnuluu ifIIIInIIli#Illlull1111u111in1111nlr111111A11161111ll'1f1111111111111�nu1u111unittltJtw{Iw1u111uIIIunIu111uIIlllullw 11tt�ttuluu�utl�utl�lullu 1 APRIL 111991 Ai } M raw 11,949jf'! sN w Z > Z u+ Z L r Y W fU LA So n ac O M ' v1t a N M � O INSTALL INSTALL C.B. GRATE ELEV. = 169. 001 �` "' 6R4 TE ELEV. = 162. 70 `' Ll A. 14-00 `^ . u 0------.- r ii 4 . 1✓6. 61 r 94 LF. S 0. 07!610 / �> r 'If 7 � STA. l0 / \ j I.E. _ l56. 77 cb��TA. OF9.5 ala' •, / N rj cn h ; S 7A. 1+55 O C. 0., 6.8. STA. 0+00 �n I.E. - 157. 50 OU TEAL L ,'Z` uu '' c -, � � � ,• I.E. 155. 00 4 Of T&i TO DA YL I6HT O J �r \ 1 , �0, •A 7 STA. 4+l0 p� S',4'. 6+05 a } C. O., 6.B. C. 0. a E. _ 172 00 1.E. = f 80. 57 I 4 P. V. C. I.E. a !55. 00 5 - 0. 0576 _ - 4" P. V. C. / ,, OUTFALL eh ti �''M.,,� - I.E. 154. .50 N _ S = 0. 0642 '` '�, f DITCH TO DA YLI6HT Lr _ r P v S 0. 0278 , i STA. 2+28 `�` " P. V C. / - P A STA. 5+00 `� 6 • L /' C. 0. 6.B. INSTALL C.B. - �, STA. 2�33 \ S5 S r 0 009 I.E. _ f.,'14. 50 16RATE ELEV. _ 177. 00 INSTALL C.B. 7 Z TE ELEV. y 169. 60 ti C. 0. y � _ 1.E. = 160. 50 B. uj 0 E. 155. 00 %' " • I I Z L C• /� .�` p. 140 Cp 6 25 F� _ 0 a p• V. C. S 3 0.0 OUTFALL T r d Ica 55 �F 27 ; I.E. = f54. 50 O s 0• OI TCH TO DA YL I6HT ~� N� r W T I.E. N L� 1 N r 1 w �� u~► -jcr- O + _ Lu + I STA. 3+00 r T I v W I LV 1.E. = 168. 00 ` Q _ Z Q I TSTA. l+.58 r.�.\ Z wU M s = o. 0492 �o � � - 18 �f •' � � N INSTALLC.B. ' 0. 0255 �' B , f v ``� TE ELEV, = 171. 30 Imo- ' - , r 6R4 TE ELEV. 169. 50 STA. 1+43 ^� STA. 4+43164. 00 = / 1.E. = �n , I.E. = 175. 04 1o �-4" P. V. C. .1 L ' J Z 2 t 0 ti � i 5TA 0+75 _ OLD vJ i ' li�Ml'_l_ TL BF � I / M j I.E_ = 160. !�, �FH,gr ►-�VFD , DO INT" L'AMAGE ► FNCF BFF ORF STARTING �v r:, loo CA 4 M p 4" P. V. C. '\ " P. V. C. ~ cn 1 '-q" P. V. C. I 1 >O _ __ _ > S 0. 0259 /�` - --r..... .._.y of -•..., INSTALL C.a. _ _- 130 LF. 6�A TE ELEV. MY. 40 C. 0. o ---- I.E. r 163. 00 - 60 P. V. C. . «. h STA. 0+28. 5 . o r � .., �I.E. 159. 64) 144 . r w )77 00 4,A J2 SrOW 1 7 t - - - - STA. 0+00 15" STOFd4 W - - - - _ I.E. 165. 57 - 71 !5" STOfI T _ - - - _ - - - - -- - - - - - - - - - - - -- - -- - -- - _ - STA. 0+00 " ty EXIST. C.B. -- - - - - -- _ _ _ _ - - -- _ -- I.E. 159. 32 15 STOW Z UA 6R4rEELEV. - 170. 03 - - - -- - -- - -- - -- - -- - - - - - _ _ _ -- - - - _ - I.E. 167. 32 (INJ EXIST. c.B. _ - _ - _ " _ - - - - - - - - - - - - - �y- - - - - -- - - -- - - - _ _ _ _ - - - - - I.E. 167. 06 (DUTI ♦ ♦ -- 6Y?A TE ELEV. 163. 65 TR� EETI.E. 161. !7 EXIST. C.b 6)Q4 TF ELEV. _ l56. Of I.E. _ !54. ei �r1 "Woo g t PERMIT 1\10. 890169 of .�. 1 .. - ' »ne,. .. ,'-..,..... .Yiiw-..::•M,,YIL�tMINd"N!AM+iMcltlitlNil4ilYNkht:',IiMfN�r : .7Y+1!7K�1...._.... I 1 1 1 1 1 1 1 1 1 Jill I I I 1 I I i 1 1 ! 1 1 1 1 I f l i ( 1 1 1 1 1 1 1 1 III 111 III III 111 i l l 111 III 1 1 1 1 1 1 1 1 1 1 1 a ' ! I 1111II11 � 1111111II � IIIIIII �� � � � I�►II � If1 � � I1 � 1 I � III � III � II1 � 1 � 1 � I I 1 � � 1 � 111 III � III � I � I � NOTE: IF THIS MICROFILMED - - �- - 2 3 4 5 6 _- 7 89 10 11 - t DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING, pE 62 82 a 92 S2 Ih2 E2 22 12 02 61 81 LI 91 SI 41 EI 21 11 01 6 9 L 9 S �Tb E Z 1 . �!IIIIIIIIIu�UII�1nI�nu�nn�lllIli 111111111ill IIIfill ifgill I11�nI1�li��i111411111111�1111�1111IIIG�N11I1ifIIIIIIItII111111I1111Ill 11111111111Ill 114"11IIIIll Ill III IIll III:Ill IdlIIll III111111d111�11111111IluIIIIIII�IIIIIIIII�IIIIIIIII�LWWHIIIIIIIIII�IIIl�l�11UI1111�IIII�I I� APRIL 11991, 4 _. I?..949 4 xff ! 4 4 W O sc 0 mi 1 J W d � � (7 r ch Lu •, r t of ♦ - '`► les �+ (O' 0 U' Za - b 4 / • C. 0. 4 IE - 153. 74 IL Pvc � � �,, U 1 E- 178. 0 C �, �, x A. IE = 164. 0 6. 0 1 C. 0. ,T F , C. O. - ° IE - 176. 50 , J = IE s 165. U 99 LF 6 PVC p v, l J p Le S = 0. 0909 r cry C. 0. / v IE - 173. 0 N 35 LF 6" PVC Q� Z S 0. 0283 6„ VC 0 p i� tae � 6" PVC i , �J uj cc 1� � C. 0. IE 177. 0 +-- 10. 0100 �FAR i 9 Lu ~ r w .- 6 PVC p � O i T SINE N J4. 0 .� cb �, 3�1 LF ? 2 -- C. 0. ...� Q, 6 PVC / v p IE = 16,2. 01 x' S = 0. 0901 f ! 0- % 15 0 t]C I yy W 101 Lf- 6- PVC S = 0. 0179 1 C. 0. W ! w ` I 13G LF 6 PVC 0 S 0. 0901 _ IE 149. 0 Q - PI�JL / v 4 , y� ► . 6" PVC 111 _� - `' � _ 0 ;' IE - 151. 72 _ to. 0 f o ,�„• a � r v \ 1 o I - I z T c [_ r Y 6" PVL C. O. ! , IE s 164. 0 ---•J iq �n 24 LF PVC t,) ` m 89 .S U. 104? Q, 12" SIUHN r - . _ N. y�� 2J "30 " W w w CONS RUC T NH �. J� . EXI S)� SAN. NH - IE s 16J . 5 - - SAN!TAHY SEWER LINE _ CONS TRUC T NH u+ DE TA IL ED ON O THER PL ANS. IE - 146. 0 W TIGARD STREET ` � V ,fir f r rr 5 OF 1. 1. r . .IIIb`�IIIIIIIIIIIIIIIIIIIII''IIIIIIIIIIIII'IIIIIIIIMII1+1Il11I'rIII�IIIIIIII�IIIIIIIIIIIII) IIIIIIIfIIIlI111IIIlIIIIIIIIIIIIIIIIIIIIIIIIIIIII'I1I11'IIIIIIII'ITIII1lII'IIIIIIIIIIIIII'I'II. ...a.... 2 3 ...__.....w.... 6 7 6 9 I0 NOTE: IF THIS MICROFILMED I ' DRAWING; IS LESS CLEAR THAN THIS NOTICE, If IS DUE TO THF QUALITY OF THE ORIGINAI DRAWING. OC 62 82 LZ 9? SZ tZ EZ ZZ IZ OZ 61 —�1 —LI t1 SI til �I ZI II 01 6 9 Lf 9 S � b E Z 1 rIIIIIIIIiInluuinnlnillunluulnnluull111IIIl1Innlunh��ilyn�lunlanlnllllulllllllllUllllIllllllll�llllllllllll1111IIIIlIIIIIIIIIIIIIli�1111I1111IIIIlIIIIlIII11IIIl1�IIIlIIIIIIIIIIIlll1)IIIIIIl�UIIInrIIIIIIIIIIIIIIIIIIIIIIWIH)lilfUll)Illi)IhllllllllllllllllHl�! APRIL 11, A y y V � all 441D � i nn W W W O UA Z a t !WL W Z W V1 Q ` W uj � W > ui ., ac 2 a v W O M 4A OD N M O i IL Dig POJE C T ' AVS TALL F.H. AAO PLUt do 8 \ i AVSTALL X 2' AiR t/ IPT .► O �mw A'/ ?• PILUS illv 1 AVJTALL 6 All/ 1. - - -AtrMN NY - - - I/VSTALL (2I I 6' AIV X 21 IPT 7FES 1' t� f -' \ � w/ 2- PILUS ,r �� 1►� 1-1/21 AIf7ER 1 0, 6Y 7M7 ,�. C" r 1 1-1/2' AFTER BY TAO I �' h �►w .- AVSTALL S' Ail/ 7,17 AV 61 PLUS AUVrH AVSTALL 6' AIV X 1' IPT / ~` 01 1 INSTALL F.H. ME M/ ?' PLUS 1 RMALL F.H. AVS7ALL 6' X •' NJ (MALAWAVI S" 0. I. ME AAV 2-6' All/ OV•S - orrw 15 0 / v 0 AI3TA4L , U rs' AIV X ?• IPT I I L.. .T. 0 4a' AMC \ / 7Aw>E M/w/ 26 PtLU INSTALL go AV BBV \\��. ' { Q Cc 1-!/!' AE7D9 or TAO .- S 1 ( 0 SY 7w .� Af 09 z I_ O I,wT�L? P 6 �.Y 8• IPT a 1-!/l' Ai rMM BY rAV l-1121 w7ER i'✓ or 7AO / INSTALL I' Ail/ X 2' JPT Rw M/PLUS I rI - / 1 �.� T L ` l• AVMW eY TAv , `1 l J Vf r AVSTALL F.H. — I' AffMR BY 7Ap G ► P � � )I- >> INSTALL 6' AV SV INSTALL V AlJ ASV , INSTALL F.H. l c i 1 tiM r`r., 4017,9 7 y h Moci( UA ' tI1L 2d 1q �o Z C7 S C , EXISTING B' C. I. 1 f • ,�` � � � � — — `• �" •—"�+-- — — _ _— _.._ EXISTING B" C. I. �EXIS7 B" 6V EXIST B" 6V ` ` 6 — —_- (FIELD VE.�9TFY/ (MELD VERIFY/ J — - ___ r -- — — `__ -- — -- — — !� , EXI S TINS 8" C. I. TIG D O,L- TF4EET CUT-IN B" X 6' MJ eRnSS /IVTF : BE6M PRWEC7" WSW ` (67" PL U6 SOU TM) S" TIfAm #A?m DIBTAI CT cur IN t• Au ©w7ss fell Prua S171V7It<! PUN OV MEET AV. 7 Fa9 i• AV Ary MY LIAVI My s' ss RA9TJ''IER DETAIL. hof • � �,,,•.iw•w•I I.k....i....,.. ...`YY... 'n,'.1%'WIYMW:.. :.•h-.L:r.alNr1�•kMIMARIMWM„1iNV�. -.' ..�:':�I:J�d�.•Rwyw••n.:!' ..., �. •�R•.;,�YYfl�f��' .... �lIIIIIIIIIIIIIIIIIIIIIIillllll 111 Ill III III 111 I(1 111 111 111 I�'1 III III 111 111 111 II III 116 ill 111 111 III ill 111 Ill III 111 III 111 111 III 111 III III 1111111 Itl 111 111 �� '-'^ � l��' NOTE: IF THIS MICROFILMED I �----- 4 -r 5 6 7 8 9 (b DRAWING IS LESS CLEAR THAN i ' THIS NOTICE, 11 IS DUE TO THF QUALITY OF THE ORIGINAL l oRAwiNc, - _ __ OE 62 82 L2 92 SZ 0,2 E2 22 12 OZ 61 QI L!!I 91 si bl EI 21 11 01 6 8 [ 9 ��!I�III11uU�tnllnu�nu)nll�un)uu�llll)I111�111I)I'tl�uullln�nllu6l�lul)IIII�IIII�t111�111I�I111�1111{tl�l�llll)IIIIIIIII�IIII�IIII�ItII�III1�N11�tt11�1111�1111�1111�IIIL�IIII�IIII�IIII�IIII�IIII�IIII�Iltt�11111t111�1111�1111�1111�1111111111ftli�llll�llll�llll)1111�1111�IIll� � APRITtA 1991 i i Q cd ;z ad ", UAo 0 0 .. .. 0 O 1�'2' IRON PIPE -_ -- ------------ - 0 v uu -a Z u' 0. 3' DEEP --- -- --- --- - FM7 5/8' IRON Rm u�i W o<c X I.- v W Ff+17. 1,12' IRON PIPE P. 28' frKIRTH 0. 5 ' LFF-W, 3/4" IRON PIPE WI TH CAP 'ALPHA ENGR., INC. p cm p U p Y,A < �- 0. 21 ' NEST P. 72 ' A40RTH -- 0.4 ' LF 0. 1 ' LF C. S. 22322 C 0. 03 ' AVRTH - D_ 16 ' QST 00 m 174. .94 ' --- (N. 8A X24 '26"W. DF-ED/ N � S. 88'19 '.58"E. LIRE TABLE �--•--•-----.:.�-•----._--_.�. S. 98'26 '02"E.0 BEARING OI STANCE ': x '02"W. LY S. 19.54 '29't. 44. 95' ` `'�- 349. 35 ' _�----- 286. 99 ' -- ---'-- --�»-------..2 2. 90 N. SH L2 S. 31•32'fBIN. 46. 58 (347. 7 DEED/ �: ' A ---------- r - _T_-_ - - ------33 L3 S. 31• 02 ON, 24 86' - . �- �,� DED I CA TION 0°•� �' \ L4 S. 58'22'49'F. 3. 81 ' i °D m • T 72, 537 S. F. a,0 W L5 S. 88.23'00'E. 11. 21 ' 1' IRAN PIPE M Vs 'V 4��6- LS N. 77•i 5'00'E. 49.20 ' P. 2 ' uo moo,h0 f 1. a0 iii L7 N. 29'20 '00'E. 45. 80 ' ; 'hELD" p6�/'h0 Ap/p6 0��� L0 S. 19154 '29'E. 42. 98' I �D ti 1 h ,00h ~ u U. LY S. 31132'18'#. 46. 58' Sh ��iA L10 S. .7!'33'02'#. 24. 86' X3,0•,r�� C-L PROPOSED '� • ____�_. j 0L' PED. PA THWA Y �.�A� FAV. 5/8' IR W ROD � a Lit S. 58.22'49 E. 4. 13' I i V -.F� i �' WITH CAP ALPHA EAS9., INC. m L12 N. 88'23'00 ON. 26, 47' .C.'fLUSH" CS22322 kn M N. -S. Y O I , i� 0.06' NEST _ 00 N W Lu TL 100 L4 �'" o .w FA NNO CREEK �rI, AREA = 265, 001 S. F. i I� U? a o u? O C. S. 22322 W tt ;or ' • ' ; FN7. 5/8IRON R619 AT TH CAP 'ALPHA ENSR., INC. " FAV. 5/8' IRAN Rm 0. t ' m C. S. 22322 IN fFNCE 0057 BASE. 0.09' SOUTH POO N77H CAP 'ALPHA ENGR. INC. ' i , 0.07' WEST J eh 'HJELD' E. -w. C. S. 22322 __��' _-- 131 62 ____.�5 �/ ,�° � ----- 12 N. I r----- N. 68'23 '00"W. N ph ��' - -- _ ----� 0, 2�c -V �__ __J • 142. 83 ' ; 'N • °i[, FMD &U SS CAP (142. 90 DEED) I I CITY OF 71 GAfD cANTROIL POINT PLS 1656 4 i 'ti �i� #0 bh IN NOMSENT BOX. Z 2 I --- - ' ~, " ! I.!� //� Ffll7. 5/8' IRON RW "EEL 0' ---- O t , FIV. 5/8 IRON ROO O• o O 2 • " " FAV. 5/8 IRAN ROO '`' �,q i p " ►•, WI TH CAP .SLO/iVERS PL S 1042 O I' p I I �, N7 TH CAP ALPHA EN6R., INC. v O I ' �, N7TH CAP `&A4WRS PLS 1042' aI �,O �'► ,, W fZ USH C. S. 19948 ;� ti ,��o ' c� 0. t ' LIQ C. S. 22322 0 • P. S. 19948 I ^ . Ito I o O 'W 0. 04' SOUTH a p I P. 16, SOUTH f,EE1.v E. -N'. PER DEED `��0 6� ti,�, O ' I O ti y P. 02_EAST 0. 04 ' NORTH I W Tl 101 �lz�' ►n O O �;0 0. 04' NEST z I. 1 `' �, I ° �'p FAV. 5/8' Dwy RODPOO at 0. 5' DEEP � � Q (144. 67 DEED) I 1 I o. 08' NGWTH a --------------------------- -- __45 ' (475. 44 ' CS 22, 322/ ? 144. 69' ' L 12 50. 0! RP 23 '00 �-� 521. 20 ��1 o S 88'23 '00"E. - 98. 58 _ - - - � - - - + - - - - - - - �-- - - - -- - _- _ -- - - - - - - _ __ _ -- _ - _ - - -- - - - - - - - - - - - -- - -�- - - -- - -- - _ 504, L - - - - - - - _ 06 (!'. S. 202671 7�. 61-j %A 2. 69' 1630. 37 ' S. 88'23 '00"E. - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - -•� - - - -- - - _� F- /B' IRGW !Im � (BASIS OF BEARINGS) 0. 3' DEEP l• X 1 " IRAN BAR P. 04 ' SOU 7H OF ROAD p 7' DE:P -�- - O �, �, 8' ROLA Rao " Lu LATER-L IAE- 719A� Ffr!'7. 5/ I �' � � T Ff+O. 5/8 JRLW Rm HELD E-W PER DEED TREE T • • W WITH CAP SIAMyC"RS PLS 1042 r� STH CAP "ALPHA EAASR., INC. P. 13' SOUTH OF ROAD CENTER-L IM= 0. 3' C. S. 1tiuw 0. t ' tF C. S. 22322 'f,EELU' DEEO E. -W. PER EED �� �, 6000 N. S. c� P. 06' SOUTH 0. 02' EAST W THE PURPOSE OF THIS SURVEY 15 TO E,STABL I SH THE BOUNDARY OF PROPERTY LEGEND,' 04 tn - Q TO BE DEDICA TED TO THE CI TY OF 7I6ARD L PING WI THIN THE 100 YEAR FL GOD Y CURVE TABLE C4 PLAIN OF FANNO CREEKO ' I RUOIUS DEL TA LENGTH CH.BEARING DISTANCE TANGENT THE SOUTH L INE WAS Ea TAR1L ISHED BY HOLDING 30. 00 FEET NORTH OF THE CENTER • FOUND MONUMENT A S NOTED cti O v C1 20. 00 51'26 '47' 17. 96' S.05846'55'#. i7. 36' 9. 64 ' LINE OF S. W. T IGARD STREET, ESTABLISHED BY HOLDING CITY OF TIGARU MONUMENTS AS SHOWN. THIN WEST LINE WAS ESTABLISHED BY HOLDING THE 1 " X 1 " o`L c2 20. 00 ' 47.20 '01 ' 16- 52 ' S. 55't2 '37ON. 16. 06' 8. 76 ' IRON BAR NEAR THE CEN7R-LINE OF S, W. TI6AR9 STREET AS GOOD EAST-WEST o „ " ~ • SET 5/8 X 30 IRON ROD WITH ~ 4' Q 3 C3 20. 00 ' 47 19'17" i s. 52' �. 55 12 '41 ON. 16. 05' 8. 76 ' AAD BY HOLDING THE 1 IRON PIPE LOCATED AT THE NORTHWEST CORNER AS 6000. YELLOW PLASTIC CAP STAMPED z C4 20. 00 ' 89'55'50" 31.40 ' S. 13'24 '33'E. 28. 27' 19. 98' THE NORTH LINE WAS E STABL I SHED BY HOLDING FOUAC MONUMENTS ALONG SAID LINE A S SHOWN. THE WEST L INE. IS THE CENTER L INE OF FANNO CREEK, SHOWN "W.D. WELLS 6 ASSOC., INC. c5 20. 00 ' 60'05'o> ' 20. 37' S. 29'20 '19'E. 20. 03' !1. 57 fERE AS IT WAS ESTABLISHED BY A SURVEY BY ALPHA ENGINEERING, INC. ( C. S. 22, 322 ) C6 25. 00 ' 51.26'47' 22. 45 ' S. 05'48 '55 ON. 21. 70' 12. 04 ' THE CU7 OUT OF TAX LOT 101 WAS ESTABL I SHED BY HOLDING MONUMENTS A SZ CALLED FOR IN THE DEED. 34 135 C7 25.00 ' 47.20 '01 " 20. 65' S. 55112'33'#. 20. 07' 10. 96' Z CO 15. 00 ' 47819'17" f2. 39' S. 55112'41 ON. 19. 04 6. 57' � Z 3 2 C9 15. 00 ' 89'S5'50" 23. 55' S. 1324 '257E. 21. 20 ' 14. 99' C:0 24. 00 ' 53.20 '03' 22. 34' S. 3f'42'47'E. 21. 54' 12. 05' O W z IOWALL /Z GAIP AS NEOUIND (FIELD LOCAM) t TIMNS/T/OIV 6'RAD+E TO t MATCH EXISTING BIMOE IK IK 7 NOTES' _ - e MATCCN EXlsrkW MADE' �+ 'r � 1. THE FINI FH GARDE OF THE PATH .I S TO MATCH THE' EXISTING GROUND A S E'X/S T I N6 P��t r � FI/'rtm, cIARA CZ USEL !' AS POSSIBLE. SROLND ♦ 1 'r c r 2. MA TERIAL EXCA VA TED FOR THE PA TH IS TO BE REMOVED FROM THE SI TE. . . Ir�L SNOUL M7 SPOIL MA TERIAL_ I S TO BF PL A CEO .IN THE FL 000 PL A IN AREA. w 'MF'Y ?�+ �a THE SUB-BA SE ANO THE BA SE ROCK ARE TO BE COMPA C TEL) TO NEE T THE T1/P!� C� A.C. _ E X/S rm 3. - _- + �"`~ _ REOUIREMENT S OF THE CITY OF TI CARD. 2 S W T/GAAV ST ............. MAX. ---�. 4. STABILIZE PISTURBEO GROUND AREAS. w•� o ° • • ' DETAIL PATH T� ROAD TRANSITION oo • • v- N. r. sb 1-I12"-0 CRUSHED V� IroCK eompic r ro- • go % AS TAI T- 180 or VIAMADE TO SE COIMPAC'TE'O r .. ,,, ,. _. •nN74vNw.wnwr .,wmtt+ed•w.a+r,..m.a'M•._ ". .. ,, . . Y h li�il► ,111111 1111,1, il,�',I, ,111111 111 111 ill III 1I1�II1 .I I1I1�1111111 m 111 111p p, 111�11,1111l�f�1 IIIIIIIItlllill 11111j1111,1,11 �li�ilil,li�,l, it,Iil�',11I11,1111�111�,t,I�[!t ' I I I � I I 1 I ,I 1 2 3 4 5 6 7 A 9 10 II t h NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE, IT 1S DUE TO THF QUALITY OF THE ORIGINAL DRAWING. OE 62 92 t2 92 S7 VZ E2 ZZ IZ OZ 61 91 LI 91 91 b1 EI ZI I OI 6 6 L 9 1; b E Z I ,�11nnIinlL,�,I����L���I,,,,L,ul,u11,u11nnlntlluuLn,I,u,h,,,I,�,�I�,uf1n11111111n11uttlnulnulnnll�ulllulunlul�lllnlu111u1►Itu11n111un1n1�lltu�lntlnnliu111u11utt)tutllwlutlhullnnl1n11unllulhul�nu�uttltut�u!luttlttttlnn� ? �' APRIL 1. 11991 y •k L• ` v �` Y � ' �y ,. I --- - ----- �wc rulo corse r - } --- -----_ -- ------ AvnaM NNW O N 30 ' 30 ' 2 r------ ---- ----- ------- ---- —----------j _ _._ - - _ _ __ Q s 11 m ' --- 20 ' -- 4 ' IU FPAME 9U..-- --_ I c f/_ I NO TE. A L L TRA FF I C CON TROL IS TO COWL V WITH a�our -;: : L ` T 3 Y W i W O UNIFORM MANUAL OF TRAFFIC CON 1 ROL- ' • �, 0 4 y < W I 2 J MIN. TH70[/GH TRAFFIC SHALL BE MAINTAINED AT J71 EW ju �E190vf TOP o+ c o o u o I%A 09 A. II st _ � � ALL TIMES. �� -•� AS Mtcoco EXISTM C a C4 EXI S 7 STREET L- 4" A. C. (CLASS C) 2 LIFTS -� _ /� T u 3' - /3/4" - 0" CRUSHED ROCK. CA / CR BA Sl N 9 SAW CUT TO __----- --- - ---- - MODI FICAMN W SOUIV PA VEMENT 0" CRUSHED ROCK) --C-__- _ NO TE' CONTRA C TOR TO REPL A CE ANY FA VFMENT MARKINGS DISTURBED DURING CONS TRUC TION. H T YPI CQ'L S TREE T SEC TIO/V er N. T. S. Q C4 o M EXI S T 8" WA TER 4A P 6.i=. TO INSTALL 0 _EXIST rEXIST TELEPHON!" LIME STREET L ISHT ON EXIST ui 2 � WOODEN UTILITY POLE Q � �, �, ��� � STREET L I6HT (100 WATT, H P. S. V. . �, _ ,4RD S TREET `� 0 f 00 t 2 _ EXIST ' 7f - - - - 3 V .� f/ �. �— 5 6 _�1y— -- �__u _ --- --- �-UTILITY POLE 10 EXIST. 15" STOW L EXIST. t 5" SMW M EXIST —~ EXIST. !2' STORM EXIST. E. P. BH 06E LOCATION 3 .' 1 TAPER 20 ! TAPER - - ' _ - -1 O 7 f 98 CONST. C.B. RIM - 163. 54 � \., Z QI.E. _ !6f. 37 3 \ Q 4 L.F. 10" CCP !O f 46 CONST. C.S. SEE PA 6E 8 FOR v Q ~ AIN 170. 46 4 ` �, PA THWA Y DETAIL. I.E. _ f67. 27 Q 4 L . F. 10" CCP Z STREET )CLAN L a SCA I-E ; l 'v w 50 ' v p - O a J 50 ' ~ ~ -185 z LZk V Q / IY 100' VERTICAL CURVE DATA LENGTH 150 I VERTICAL CURVE DATA LENGTH 200 a Y,;' w� -i 80 PVC STA 5 + 50 ELEV 160.95 IVC STA 9 • 30 ELEV 167.6 PVI STA 6 * 73 ELEV 160.15 PVI STA 10 • 50 ELEV 163.59 �41 y f, PVT STA 7 ♦ 00 ELEV 161.85 PVT STA 11 • 30 ELEV 174.74 0 j / co LOM POINT STA 3 + 97.21 ELEV 160.7 i I C4 175- l ti i/� t y -Y75 _ ? 0 T 0 EX1 S -170 Z Z' ° 7 IL n PROPOSED CURB GRADE - � J tpAM SO f 48 EXIST. C.Ba (MODIFY PtR DETAIL) I a !5 S 1. E. - 167. 06 z. u a - FUTURE 6R4DE d - ` - _ - - - - ---- -- -- - /1' _ !so– � `.- - - -- -- •- - - ' _ — _ — _ _ _ _- - , , , ',�Jif -- } o 7 f ,96 EAVST C.8, (N�DIFY PER OXTAIL) -tQO EXIST. C.L. 6AWDE r g" I. E. t 6f. 17 O EXIST. BRI06E > cz ., � nr �. pw app 1r� � v � of a•• rl� � r� I V1 • l7 A 10'W 1• • ILII r V m O f, • n n W uj JO J m JO JO J10 J'�• JO J O JtD I I ( V- O U. OIL O I h, O I{L OI 4. O LL O IL O LL Z LJ C ''• ti I'h V � � r`. � � ti ti � STREE T PROFILE SCA 4E ; 1 ~ ' 50 ' HA4IZ. BENCH NARK 5/8" IRON ROD ( PHOTO CONTROL POINT I ` M12 f~ 5 ' VERT, LOCATED A T THE IN7ERSE0TION OF S. W. BLACK DIA14OMD �t,��lck � WAY AMO S. W. 106TH AVEMdE. POSI TIOMED 4. 0 FEET EAST ` OREC.0 I Q OF THE WEST CURB AMO 36. 0 FEET SOUTH OF CENTFR[.IME • OF S. W 8L CK DIAMOAV WA Y. VA i ELEVATION 164. 47 FEET O � 12 ' IIIII►1r1���fIIIII�IIII�II��II�II�l�lrlrlrlrirlflrlr(rlr�l�r�rli�rlr�lliii�ili�ill�r�rlrfrlff �I��l������ilr�r�rfr�r�rl�frlrf�l�f�I�f�I�rll�r�l�r�llr�l�f�lll�,IITfII�rI��I�I�r���I�IIrII�rI��� �., NOTE: IF THIS M IGROF I LMED 2 3 4 5 6 7 8 9 DRAWING IS LESS CLEAR THAN 1 I THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING. -- -- - - —_ - -- --- --- ' _:• OE sz 92 12 9? 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STA. 4154. 50 B' CSP I L • FFE SERVEMILL TOOBEDAMA6EQCE BEFORE SIAPTING �y J In STRUCTION_ 15V 1 r / 2 3 V W W I Q I Ilt/ 4 z V 0 IL h Av SANITARY SEWER PLAN �' a 1 " ' 50 ' V - -185 ZZ W lot —i 6RIAKALAR BACKFILL -180 * ,, ,1 Zp o t 75- — Q ------—� -- - -175 d t i O h 170- — ti o _— -170 l65- — — FIJI(AAF GRADE % -165 PA EXIST 6ROCp1D _ - - ` � ~ _ 0� 00 ;0 0390 1. E.' 167. 0 w i C4 -160 C4 90 t.F - - - - - - - - - - �— --- -- -155 1.E. IN a f63. t 0 '- - I.E OUT - 183. 00 Z 150- —' -- -150 1 I.E. IN -- 150. 60 (m) I.E. IN - 150.4O Ar! ..+ 145- I.E. OUT - 150. 30 - - - 26. 12 LF 9' CSP Y -145 05 0. 0200 i 140— — ---- —--- ---— —_ --�-- — — - -140 � .0, _—. -- — __ --�.. __ -- - ---- - - -- — W 135- I.E. IN = 149. 78 (I✓ 9'J Z I.E. IN - 140. 2 +/- (M i0") EXIST um I.E. IN : 134. 4 */- (E- 60"J I.E. 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AMA 1a0. �aalllwr la O � �- •- !N_Ae}2' Now DW-201 x 4• • ��RAIZ-Mot AOIMT MATW�L an CQUPIL-ALt OROVT -- TYP • 20' } O•W'TO 14' Irl • A_....�„1 a" vA�iAe�.E _ a REo'a .n ��:" OPTfONAL LANp9('AP£ VARIES 4 r -�-- HEXCAO "M n. FILL EXTRUDED CMC. CUR& _.— _-- . �----;i—�.. M<x "NAD � SCOPE o• s t:orrAcrey fwrw.V4 0 AT �.. .4• . CONTINUOUS BEADS OF Z w•li.cawLCTla+ noras: FRAME_S COVER WATERTIGHT jo �.•,�.•, EPDXY MASTIC O I- aO1OM CONCRIETE LAA[ - tl SACK MM, VIM Pll.l. AT a OAYS. � p 0 Z foMw &Mo= wvw No MAIL[ >INR%m rwo" to WwcT IlDW � FRAME $ COVER DEl'AI� �r :' - V b W DL -b,. _ _ op O WASHINGTON COUNTY WASHINGTON COUNTY PARTMENT OF LAND USE. STANDARD MANHOLE V t"- CLASS C AC. DEPARTMENT OF LANG USE MANHOLE FRAME & COVEP �v ' t't'� -O"1 p �tD RopC Q ARU TF;ANSPOR7ATION 0 AND TRANSPORTATION - � dl'�(I-fIt"O'1 ptLr�1ED Roca o,►n CIVIL clnlllea aw1IMI1 At>hlrA Mo. wAt1K colllllr Iw DAPI 1Nt11L t/1GMtttll owAIIN ANwA No. wAl t MUNI" No l�R.:V VEL a CONCRETE I.- ,C lr�...._ ,�� NONE D-109 i �„�_ ,��.A, NONE D— 11 Z PAVIMS 6 p CL IIIIIIIII�7�EXTRUDED CONIC. I YMCAL PARK�G SECTION W W ac V,-�)CURB DE TA I L o W r ag W HOLES PRECAST OR BORED — 0 _ I I IVERTICALLY - - - i -„-I�.�;..� STEPS SHALL 13E �'TJj le AVA111ts I ( IMiIUt ; - '` D 12 CENTER TO CENTER. \ N DETAIL A fig; WWHOLE STEPS MUST' BE TIGHT ANR of tX ,' --- .______ aA•�__.-_ ► E' TEE CLASS D CLASS C • . . , . l 1 - -� 1 1 MIMt; IIIIKfARI. of �� E THEY MUST AL30 MEET M PON F I I 1 MIOtMT FILLET sM10oIM A TEW POR MITHSTANDING PULLING WT. rI1MwllaaMl GMT" A :. ( ��— 1 �` I�1 NINSOreA IMMLIT To � - ' y, y.� . , I _ oE1ECT►rll oP P{OM. / `� _ ILuo ENo EYKPACE KST(JMTIOM _ MO111t0 tflr3M IIAALL 1M'7IMIM • �. 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