Loading...
Greenfield Drive Water Quality Facility Repair p TY OF �Lu F A R f ii '9<7 TAYLOR'S FERRY %p ORE ON�I �Lb N ROP) FERRY 5 Q NORTH7-7 PLANS FOR PROJECT SG�o ,aP° '-- DAKOT o N \/ Q w GREENFIELD DRIVE E BARROWS 92Grn STREET O / \Z QP 8°44 0 (STREET MCDONALD MOUNTA/RD N BONITA1RL WATER QUALITY FACILITY REPAIR BEEF BEND RD. °� DURHAM = N & TO BE SUPPLEMENTED BY THE CITY OF TIGARD DESIGN STANDARDS DATED JULY 15, 1998 tOP0,1IN R0�,Q Project Location' VICINITY MAP CITY GENERAL CONDITIONS CITY GENERAL CONDITIONS INDEX OF SHEETS 1 THE CONTRACTOR MUST COMPLY WITH ALL APPLICABLE PROVISIONS OF FEDERAL AND 19 OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON UTILITY NO. NAME TITLE STATE LAW, THE TIGARD MUNICIPAL CODE, AND THE TERMS OF ANY AGREEMENT WITH NOTIFICATION CENTER. SAID RULES ARE SET FORTH IN OAR 952-007-0070 THROUGH THE CITY OF TIGARD REGARDING WORK TO BE DONE PURSUANT TO THIS PERMIT. ES OAR 952-007-0080. COPIES OF SAID RULES MAY BE OBTAINED FROM THE CENTER BY x1 CALLING 503-246-7987 'FOAMY F YOU HAVE ANY QUESTION ABOUT THE RULES, CONTACT I CLOD COVER SHEET 2. THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL ON UNIFORM C27 THE CENTER NOT- DAMAGE TO UTILITIES SHALL Bf CORRECTED AT THE TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS; U.S DEPT. OF O C7 CONTRACTORS EXPENSE 2 C1O1 GENERAL NOTES & EROSION CONTROL TRANSPORTATION, FHWA, CURRENT EDITION. Y z 1111&PV# 20. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION DETAILS & NOTES 3. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE [xj AND HORIZONTAL LOCATION PRIOR TO START OF WORK (POTHOLE BEFORE DIGGING IF WITH THE CITY'S STANDARD SPECIFICATIONS AND, ALSO, IN ACCORDANCE WITH A CITY C t" NECESSARY). SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF FACILITIES (JOB SPECIFIC) APPROVED TRAFFIC CONTROL PLAN. A COPY OF THE APPROVED I a t7 BE NECESSARY, IT SHALL BE DONE AT THE CONTRACTORS EXPENSE. CHANGES MUST 3 C200 SWALE A PLAN & PROFILE TRAFFIC CONTROL PLAN SHALL BE AVAILABLE AT THE WORK AREA. r. BE APPROVED BY THE CITY IN ADVANCE OF WORK PERFORMANCE. CONTRACTOR SHALL 4. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC,AT ANY TIME WITHOUT HAVING LJ C-' CJ COORDINATE THE WORK WITH AFFECTED UTILITY AGENCIES. 4 0201 SWALE B PLAN & PROFILE FIRST OBTAINED WRITTEN APPROVAL FROM THE CITY ENGINEER. THE CONTRACTOR IS 21. A TEMPORARY HARD-SURFACE PATCH (COLD MIX A.C. OR HOT MIX BASE PAVING) 5 C300 WATER QUALITY FACILITY PLANTING PLAN RESPONSIBLE FOR PROVISION OF TIMELY NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS y SHALL BE PLACED ON TRENCHES WITHIN ROADWAYS AT THE END OF EACH DAYS WORK. TO AREA WIDE EMERGENCY SERVICES (TIGARD POLICE DEPT., TUALATIN FIRE&RESCUE) r=1 NO TRENCH, ON SITE OR OFF-SITE, SHALL BE LEFT AT ANY TIME IN AN UN-SAFE AND TO TRI-MET AND TIGARD SCHOOL DISTRICT AND OTHER SERVICE PROVIDERS. xJ CONDITION. THE CONTRACTOR IS RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR 6 C400 DETAIL SHEET DAMAGE RESULTING FROM THE PROSECUTION OF THE WORK. 5. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE S6.A.. 7 C401 DETAIL SHEET GENERAL MOTORING PUBLIC BY PLACEMENT OF AN ADVANCE NOTIFICATION SIGN AT "T [, 22. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING EACH END OF THE CONSTRUCTION AREA 72 HOURS (MIN.) BEFORE INITIATION OF c;1� FACILITIES (ROADS DITCHES, ETC.)AS MAY BE NECESSARY, IN THE CITY INSPECTORS CONSTRUCTION WORK `C'.I',.:-''''411 OPINION, TO OVERCOME DETERIORATION OR DAMAGE WHICH OCCURRED IN CONJUNCTION �, WITH THE WORK AUTHORIZED BY THE PERMIT. CORRECTIVE WORK SHALL BE DONE AT 6. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING / THE CONTRACTORS EXPENSE NORMAL DELIVERY SERVICE AND MAIL SERVICE AND IF NOT, SHALL BE CAUSE FOR .d.� WORK STOPPAGE UNTIL EFFECTIVE ACCESS IS ESTABLISHED. ' 23. ONE AS-BUILT PAPER CLEAN MARKED UP SET OF PLANS SHOWING ALL NEW PUBLIC 4 IMPROVEMENTS, INCLUDING ANY REVISION MADE TO THE PREVIOUSLY APPROVED 7 TRAFFIC CONTROL DEVICES, FLAG PERSONS, ETC, SHALL BE IN PLACE PRIOR TO CONSTRUCTION PLANS AND, ALSO, ANY IMPROVEMENT WHICH MAY IMPACT AN EXISTING INITIATION OF CONSTRUCTION WORK AND SHALL BE EFFECTIVELY MAINTAINED PUBLIC SYSTEM OR FACILITY, SHALL BE PROVIDED TO THE CITY 8. PURSUANT TO TIGARD MUNICIPAL CODE SECTION 7.40 180, WORK IS PERMITTED LJ - 24. THE CITY'S INSPECTOR MAY, AT HIS D/SCRET/ON, REQUIRE PROVISION OF TESTS AND BETWEEN THE HOURS OF 7:00 A.M. TO 7.00 P.M. DAILY UNLESS OTHERWISE OR REPORTS FROM THE CONTRACTOR, CONTRACTORS ENGINEER OR CONTRACTOR TO AUTHORIZED BY THE CITY MANAGER. WILLOW POINT LN VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION ADEQUACY/COMPLIANCE SUCH il 9 MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE(12j FEET;PEDESTRIAN TRAVEL SHALLAffaT TESTS/REPORTS SHALL BE PROVIDED AT THE CONTRACTORS EXPENSE. ALSO BE PROVIDED FOR 25. THE CONTRACTOR SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND WAIVER DOCUMENT TO THE CITY FOR EACH OWNERSHIP DISTURBED BY CONSTRUCTION 10 THE CITY AND THE COUNTY RESERVE THE RIGHT TO ADD TO OR MODIFY TRAFFIC ACTIVITY,AS EVIDENCE OF DISTURBANCE RESOLUTION AND OWNER SATISFACTION. CONTROL REQUIREMENTS AS MAY BE NECESSARY TO EFFECTIVELY CONTROL TRAFFIC EMMMINAND TO ASSURE PUBLIC SAFETY PINE VIEW ST •i 26. EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BEhf`tom% PROTECTED. REPLACEMENT SHALL BE AT THE CONTRACTORS EXPENSE 11 BEFORE INITIATING ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL BE I I - �./i' CONTACTED BY THE CITYS PRIVATE DEVELOPMENT INSPECTOR, TO ESTABLISH A PLACE, a 27. THE CONTRACTOR SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY TIME AND DATE FOR A PRECONSTRUCTION MEETING. INSPECTOR, IN WRITING, THE NAME AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF A DESIGNATED "COMPETENT PERSON"RESPONSIBLE FOR CONSTRUCTION SAFETY AS PER 12. THE CONTRACTOR OR HIS CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTOR, OR-OSHA, CHAP. 437, DIV 3 CONSTRUCTION, SUB-DIVISION P - EXCAVATIONS THE ANDREW NEWBURY AT 503/718-2472 TWENTY-FOUR (24) HOURS PRIOR TO CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR OF ANY/ALL ASSIGNMENT CHANGES. COMMENCING WORK, TWENTY-FOUR (24) HOURS PRIOR TO ANY STAGED INSPECTION II (SEE ATTACHED LISTING)AND AFTER COMPLETING WORK COVERED BY THE PERMIT 0` (( NAA 28. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE FOR PROPER C�. RIGHT-OF-ENTRY AND/OR EASEMENTS PRIOR TO STARTING WORK. PROOF OF 13. A COPY OF THE PERMIT AND ALL ATTACHMENTS, AND A COPY OF THE APPROVED , ,4,- RIGHT-OF-ENTRY OR PROPERLY EXECUTED EASEMENTS, SHALL BE PROVIDED TO THE CONSTRUCTION PLAN AND ALL AMENDMENTS SHALL BE AVAILABLE AT THE WORK AREA. .9N CITY. THE CITY SHALL IN NO WAY BE CONSTRUED TO BE LIABLE FOR THE X ALL WORK SHALL CONFORM TO THE PERMIT TERMS, CONDITIONS AND PROVISIONS AND , ll CONTRACTORS FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF RIGHT-OF-ENTRY OR TO THE CITY APPROVED PERMIT PLANS, AND APPROVED PLAN AMENDMENTS AND TO EASEMENTS. THE CITY'S STANDARDS AND SPECIFICATIONS AND TO THESE GENERAL CONDITIONS. CHANGES TO ANY OF THE AFORESAID MUST BE APPROVED BY THE CITY, IN ADVANCE I 29. BEFORE PLACEMENT OF THE FINAL LIFT OF ASPHALT, THE CONTRACTOR SHALL CLEAN 8 OF WORK PERFORMANCE ` AND COMPLETE A PRE-ACCEPTANCE VIDEO INSPECTION OF ALL NEW SEWER LINES. / THE CONTRACTOR SHALL PROVIDE THE CITY WITH 30 DAYS OF NOTICE FOR THE VIDEO 74. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF INSPECTION. ANY DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OF FINAL THE CONTRACTOR THE WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED IN A LIFT CLEAN CONDITION, FREE FROM OBSTRUCTIONS AND HAZARDS A COPY OF THE CONTRACTORS CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA Project Location 111, '75. THE SPREADING OF MUD OR DEBRIS ON ANY PUBLIC ROADWAY IS STRICTLY ' 40 b PROHIBITED AND VIOLATION SHALL BE CAUSE FOR IMMEDIATEA CANCELLATION OF THE ,�� a PERMIT. THE CITY MAY AT ANY TIME ORDER IMMEDIATE CLEAN-UP AND STOPPAGE OF �Cn BENCHMARK WORK TO ACCOMPLISH CLEAN-UP. CONTRACTOR TO COORDINATE WITH CITY ON P AVAILABLE MATERIAL AND EQUIPMENT STORAGE WITHIN RIGHT-OF-WAY. 'd ELEVATION DATUM IS STORM MANHOLE 09A111 WITH A RIM ELEVATION OF 449.42'BASED 76. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE ,-'O ON RAVEN RIDGE ASBUILTS DATED APRIL 76,2007. VERTICAL DATUM USED FOR ASBUILTS 3 INSTALLED AND MAINTAINED MEETING THE CLEAN WATER SERVICES AND DEO IS BASED ON A BRASS DISC IN CONCRETE LOCATED 4'BEHIND THE NE CURB RETURN OF 8g REQUIREMENTS. THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND thilli 4� SW 725TH AVENUE AND BULL MOUNTAIN ROAD;HAVING AN ELEVATION OF 472.74' 11 STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. `, 77. PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A hSTANDARD GRASS MIX, SHRUBS, FLOWERS, BARKOUST, EXISTING SIGNS PAVEMENT `�AC MARKINGS, MAILBOXES, ETC. SHALL BE REESTABLISHED, REINSTALLED OR REPLACED, / 9 WITH LIKE KIND AND MATERIAL 78. EFFECTIVE DRAINAGE CONTROL IS REQUIRED DRAINAGE SHALL BE CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY, LOCATION MAP 4 nl PUBLIC PROPERTY AND THE RECEIVING SYSTEM IS NOT ADVERSELY IMPACTED THE RCTIVCITY MAY AT ANY TIME GER ACCOMPLISH EFFECTIVE DRAINAE CONTROL f ACTION AND STOPPAGE OF WORK TO �R�0 PROFFS�+ R & GIN, O 6 c63213PE� f OREGON a , R �a F T 14,2OO J' 1„,ATTENTION:Oregon low requires you to follow rules PFW ��O fl adopted by the Oregon Utility Notification Center. Those PAUL H i rules ore set forth In OAR 952-001-0070 through OAR RENEWS: 952-001-0090 You may obtain copies of the rules by 12/31/2018 calling the center. (Note: the telephone number for the g Oregon Utility Notification Centers(503)232-7987) Issue Date SHEET 1u Description Date No. B ENGINEERING DIVISION - GREENFIELD DRIVE G,DD ,`ATTENTION:Notify NW natural at(503)220-2415 when �1 PUBLIC WORKS DEPARTMENT =excavatio within 5'of on existing high pressure os BID 07/07/16 7 APN ----- main. gg g p g RECORD DRAWINGS 11/29/17 2 APN 13125 S.W HALL BLVD. I NGARD, OREGON 97223 WATER QUA-LI-TY FACILITY REPAIR of s VOICE 503-639-4171 — ___ 7 ae /� CALL BEFORE YOU DIG FAX; 505-624-0752 WWW TIGARD-OR.GOV , 1-800-332-2344 FILE NO � DESIGN:APN DRAWN:ARN I CHECK:i�ANT PROJ. NO: 94034 COVER SHEET 94025 "alma GENERAL NOTES: ariu9;1110.2.110-.0'ms • --...�•-_.�."_ ----` ¢ t•701r NON E.s¢r.:iRSN1HPaG11i11 RiiaTILMINoiilwRtFEwuIMMEMIT 1, ALL WORK SHALL BE IN ACCORDANCE WITH THE APPLICABLE REGULATIONS, SPECIFICATIONS, CODES,AND REQUIREMENTS OF CITY OF TIGARD, CLEAN rr�uN>h •- - ¢ 0!!11l111o110wet R¢wTRRam�rr_. Re. rc¢¢r¢ri.enRNrnaN�ImNW�EnarnE WATER SERVICES R&D 07-20, THE OREGON STATE PLUMBING SPECIALTY CODE,AND UNIFORM BUILDING CODE. \ r RSB W "'S.:x: : ¢ - - 2.THE CONTRACTOR SHALL PERFORM ALL WORK NECESSARY TO COMPLETE THIS PROJECT IN ACCORDANCE WITH THE PLANS INCLUDING SUCH /Jr ��P�r LONIa INCIDENTALS AS MAY BE NECESSARY TO MEET APPLICABLE AGENCY REQUIREMENTS AND OTHERS AS NECESSARY TO PROVIDE A COMPLETED , I Oa �sw nuLwR�a� �!spa irsi®anewara. PROJECT _ I ` - ¢ IUAu1ENFxYTINEf�6Ra.ngsi` 6mNLfBiirMA¢AIggl ARmw16RE qd 3. THE CONTRACTOR SHALL KEEP AN APPROVED SET OF PLANS WITH ALL APPROVED REVISIONS ON THE PROJECT SITE AT ALL TIMES.ANY CHANGES + �..�¢� T\ vuaar� SHALL BE DESIGNED BY THE ENGINEER AND SUBMITTED TO AGENCIES FOR APPROVAL. i ii. . :-. s':f',i, ISERC¢I1�100�. 1Y1C11//1iR1`oJall•• r a.:L .�®iw� 4. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ALL EXISTING UTILITIES ON THIS SITE ANY DAMAGE TO EXISTING UTILITIES, WHETHER SHOWN OR - - ���__'�� ' OPERRI NFO RIPERWROM NOT ON THIS DRAWING, SHALL BE REPAIRED REPLACED AT THE CONTRACTOR'S EXPENSE EXISTING SURFACE FEATURES ANO FENCING SHALL BE I-' -._'r'='-.' ` R r.ReaEw�auurrrr® REPLACED IN KIND, UNLESS OTHERWISE NOTED ON THE PLANS. �1.2i;: ';,' �2""" ,•'"1:.;t!I.':! .,C.01.1.1,4:7•:, ._ __..-.... ....._...._. ¢ as iIEYi-11lLL>i.a.a... .. anrlowRw.RRar. 5. THE CONTRACTOR SHALL HAVE ALL EXISTING UTILITIES LOCATED PRIOR TO STARTING ANY WORK,INCLUDING POTHOLING. "" "' — ' UV- AIOA MAN S tlBleinl.A1131111011BEINIMUM7SIMITUS1111101.11E7134EIRIVEIUMSIVIMVINEEMEOMMIMINSILUOIP 6. THE EXISTENCE AND APPROXIMATE LOCATION OF KNOWN UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE DRAWINGS WERE DETERMINED ua.aNENrRRaT- BY A SEARCH OF AVAILABLE PUBLIC RECORDS. THE LOCATIONS AND DEPTHS OF THESE UTILITIES ARE FROM THESE RECORDS ANO ARE SHOWN FOR CATCH BAST 1¢nnTbarl eoro lilliaURllNw¢ammlaw EIpi_ORY.rIRaRlUl11_al THE CONVENIENCE OF THE CONTRACTOR. NO RESPONSIBILITY IS ASSUMED BY EITHER THE OWNER OR THE ENGINEER FOR ACCURACY OR COMPLETENESS. TL I Imo','„ 'r—MIOSCLf�%IMNwXkROyN •JR¢¢Rx�r•IWT _ y .o1aI1.R�m�a¢®w.¢w.�¢1wn 7. CONTRACTOR TO NOTIFY CIN, COUNTY,AND ALL UTILITY COMPANIES A MINIMUM OF 48 HOURS(2 BUSINESS DAYS)PRIOR TO START OF -.11— CONSTRUCTION � Re�. ip®IjpilljWpWlRAZ#7G9�AriiR�liiDi18iW09�Yi1i071iElilWi CONSTRUCTION BY CALLING "ONE CALL"AT 246-6699 OR 1-800-332-2344 AND ALL OTHER APPLICABLE AGENCIES,AND SHALL COMPLY WITH ALL 1 .w..c¢sa lwl.avrannann71.1•T ENE.». OTHER REQUIREMENTS OF OAR 952-001-0010 THROUGH OAR 952-001-0090. '- n mT.EI rw��r a.....RgE.rTi aITRTNRTIRNri.1 l l �e 8. AFTER LOCATES ARE REQUESTED AND UTILITY COMPANIES HAVE PROVIDED LOCATES, CONTRACTOR SHALL POTHOLE TO THE DEPTH OF THE — RuR � a r r ��L PROPOSED UTILITY TO VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION AND PROVIDE THE CITY AND THE .� �w�.�s _n��� �1r¢1�wir�wwr.>fn.¢i�r¢nn� APPROPRIATE INSPECTOR, 72 HOURS NOTICE OF ANY POTENTIAL CONFLICTS. • I'Ii __ .� uw•Z•r. 6vn�a�Mme. M 1.FM '--'�"- L �_ ' 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE RELOCATION OF BURIED AND OVERHEAD UTILITIES. t.P: %:, 1 I 1 ,�.L� Em R1� �1vn�n�ua-n�1 1�rn • 70 THE CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES PRIOR TO BEGINNING CONSTRUCTION. 'T eweNISMI .�wEnwa.0 SITAR aMa�rtir01.E.VEwM.SLaw�vf®w pRY I MET � w ¢cam BY{i1EFIMMI r119I®iiEGMEEMMEl 71 ALL EXISTING SITE CONDITIONS AND ELEVATIONS SHOWN ON THIS PLAN ARE FROM AS-BUILT DRAWINGS AND A SURVEY COMPLETED BY ANDY PARIS i� p�1 &ASSOCIATES THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS AND ELEVATIONS TO HIS OR HER SATISFACTION II.MN "I®a n •%iC�{�eMI>trtReoR'riTli�R??cR 12 ANY ALTERATION OR VARIANCE FROM THESE PLANS, EXCEPT MINOR FIELD ADJUSTMENTS NEEDED TO MEET EXISTING FIELD CONDITIONS, SHALL FIRST r WNW R.Yap. _ Ri UyEJ M1FlRIKE111=1 ma9URown� RalRATi1�RB ®IA Esi6►N R MECOE BE APPROVED BY THE CITY AND THE ENGINEER. MORONI 1. AMMON _WAS-99M 19h7 OE tl11tl1BEA1EO I5tI',01'iD UN.J� a e>°i.Rw..w�>e .....'��m.v_w11•3. ieira>umelmsarmorsnRmna's1r1oR 13 ANY CONSTRUCTIONWOBSERVATIONINSTICTM THE CITY THE ENGINEER,L SHALL NOT, IN ANY WAY, RELIEVE THE CONTRACTOR FROM ANY OBLIGATION TO 1 PERFORM THE WORK IN STRICT COMPLIANCE WITH THE APPLICABLE CODES AND AGENCY REQUIREMENTS TIFRFS' a n__mita--Roi.fl fl +afl ---— — mmna 14 APPROVED EROSION CONTROL MEASURES SHALL BE TAKEN. THE CONTRACTOR SHALL PROVIDE ALL MATERIAL, EQUIPMENT,AND PERSONNEL 2. 9tl--FL1E9 11979:110 1D S . N� EI¢�a�Tu �I�M¢1Y aNTNNR NECESSARY TO MAINTAIN SUCH EROSION PROTECTION MEASURES ANY DAMAGE CAUSED BY EROSION SHALL BE CORRECTED BY THE CONTRACTOR 51199...]EIl1R.9411 a MOW a OI Ri1ZINUM¢NC RR..aliP a�R1E¢RiRRREA1tlE R1!'Tw¢'wawi¢o1R 75 DEMOLITION WORK SHALL INCLUDE REMOVAL OF ALL STUMPS AND VEGETATION DEBRIS CONFORMANCE WITH ALL REGULATIONS AND PERMITTING I 3ER BS w I LLI ��®Eels ea�aEmn¢aQ1a` nlsr Al4R4Y@ I]y1A PER BIIC. REQUIREMENTS FOR SUCH WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. TW TWIN%RpPaMIPr a wLwmxaRE.n �rmo¢RxnNNNR 16 ALL OPEN CUTTING OF EXISTING STREETS SHALL BE PATCHED WITH A.C., COLD(TEMPORARY)OR HOT MIX,AT THE CLOSE OF EACH WORK DAY. I 1Ra71 a alaNi wait TRENCHES SHALL NOT BE LEFT OPEN OVERNIGHT HMS A CA I 'HEYRASO AU 991.051 y +Y NRfM1Y w.FR¢uY HAVE 4 SACS N1'R 'HEY SHALL ME'�Rlr COMM 77.ALL TRAFFIC CONTROL SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES OTIERRAPPEO BY Ate!ATR WIE R MEAL (MUTCD)AS MODIFIED BY THE OREGON SUPPLEMENTS 78 PROVIDE 18-GAGE TRACER WIRE FOR ALL NONMETALLIC UNDERGROUND STORM DRAINS, WATERLINES,AND SANITARY SEWERS INLET PROTECTION 711'E 4 11260463;kmvkis STANDARD 79 ALL PIPE BEDDING SHALL BE 3/4"-0"CRUSHED ROCK FROM A MINIMUM 4"BELOW THE BOTTOM OF THE PIPE TO THE SPRING LINE FOR PIPE E NOT SMALLER THAN 18"DIAMETER,AND 6"MINIMUM FOR 18"DIAMETER OR LARGER TRENCH BACKFILL SHALL BE A5 NOTED IN THE TRENCH BACKFILL INNING la 1f111!/1L1-IE r1P 5d1. FOR SITES LESS THAN I ACRE I�1R1ie SSetvic s DETAIL. ORREHQ Ma 945 N'.Rlaa YL-tt1 20.A PRE-CONSTRUCTION MEETING IS REQUIRED WITH ALL INSPECTORS PRIOR TO STARTING ANY WORK 21.CONTRACTOR TO LOCATE ALL EXISTING PROPERTY MONUMENTS PRIOR TO CONSTRUCTION.ANY MONUMENTS DISTURBED DURING CONSTRUCTION OF THIS PROJECT SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE. STORM DRAINS: 1 AH11E FLIER Ran I FENS ID A•A11E sac 6 11'/44'[4 7. ALL STORM SEWER PIPE SHALL BE INSTALLED WITH WATERTIGHT JOINTS IN EASEMENT AREAS 2. BACKFILL MUST BE COMPACTED TO A DENSITY OF 958 PER AASHTO T-99 IN PAVED OR STRUCTURAL FILL AREAS MINIMUM COMPACTION IN F I i• UNPAVED OR NON-STRUCTURAL FILL AREAS IS 908 3 STORM DRAIN LINES SHALL TESTED ACCORDING TO THE REQUIREMENTS OF THE CLEAN WATER SERVICES TESTING SHALL BE PERFORMED AFTER NL \ ti CONSTRUCTION IS COMPLETED INCLUDING BACKFILLING AND COMPACTION OF BASE ROCK. THE DEFLECTION TEST AS DESCRIBED IN THE AMERICAN PUBLIC WORKS ASSOCIATION MANUAL - OREGON CHAPTER IS REQUIRED.ALL STORM SEWER LINES WILL BE THOROUGHLY CLEANED PRIOR TO DOING ANY TESTING OR VIDEO TAPING NrIERLOCKIED 4.NOTIFY CITY OF TIGARD INSPECTOR 48-HRS PRIOR TO PERFORMING ANY WORK. RIC IPOSTS 1 r►1 ■NCy/ SliPa CO won CIEIt 21.Y"PUSIS NOTE C 'Sun lift •• I.NRI RUR IF EFFIE PAIN W _ RUM s FIRM ERRE. g /1, ' .Ts r 1;PEC OR MER g Eax wwx. / --, x orris n NMmu.m u Mal_SW O'■ow. : /,'!f \F 6,=MD FRIii a FERN Plat `// Men, R PENIS NM i NAWS 6 PROFILE .........*.11.Rd IW W MUM g. 113 g WIER PANIC NAIERIAL Ag :. • 1111E ROLLS qg _ FFF 1I II 9 L1 encomium swabs LI FOE FIRVER A SWN ff FRONT VIEW 1.r,4-rt R.YR U.SI IA AMPM• RIN ANDY Z. € Ire AIR .�srl�. BRED PROFFS d„ &� GINE . o o �� �63213PE, "a SEDIMENT FENCE ICIgatiVLIhkgr4SCrikeli OREGON a' 7141911!19 R0.873 IWO—1111 Uv-- -'4.`-. 77'vyO SFA � 94 100J E La La PFW T PAUL NF-�0 Hm £1 RENEWS: 12/31/2018 Issue Date I ENGINEERING DIVISION GREENFIELD DRIVE SHEET %� Description Date No. By PUBLIC WORKS DEPARTMENT -----_ C101 i, BID 07 07 16 1 APN �L— 13125 S.W HALL BLVD. 2 .- RECORD GF-It7JG3 11/29/17 2 APN Fp; TIGARD, OREGON 97223 WATER FACILITY REPAIROF s VOICE. 503-639-4171 xeIFAX: 503-624-0752a€ WWW TIGARD-OR.GOV tz FILE NO u. GENERAL NOTES & EROSION CONTROL NOTES & UETAI� 94025 DESIGN:APN DRAWN:APN I CHECK:Al VI I PROJ. NO: 94034 f I / "ARLINGTON HEIGHTS NO X 37o.3e + -�zR1II I/ LOT 715 LEGEND' I "SUMMIT RIDGE"" 'SUMMIT RIDGE" N 'fid VARIED Aram HEDGE E �m ROCK whet MAP O 1 090ADOSING ��� ' LOT 20 �I �V' / TAX LOT 78800 I ' LOT 19 I MAP 25 1 090A X37°36 O cs N 'r�_ ' • FOUND SURVEY MONUMENT %:�v30T MAP 2S 7 090A I TAX LOT 4200 IIIIIE - STORM LINE I TAX LOT 4200 b MAPLE 6: - N / ON STORM DRAIN MANHOLE -�\ /X3]" _--3T3 1' \ d'� P VIII CATCH BASIN/DITCH INLET O STORM MANHOLE CEDAR ,I' '3 �> ( \ / 9T MPEG w/wa > CULVERT END 5 VARIED MOTH re RETAINING WALL I ){_0- ROCK WALL _ vAROCK WALL , af-4,41.0°- 40 i -� oaP" _ _ -� SIGN . "SUMMIT RIDGE"" --X 'X / ,' I rc uR O r' vE ELECTRICAL VAULT ROCK CHECK DAM / xm3ze' c- HEDGE t.~4�o ,s3a I TRACT 'B" - 7- �`' AY _14./.2„...------ - . , -74-47.A ''a crz TELEVISION RISER / MAP 2S 1 090A __- __ o E33:03400431443t / 36 • R,�®` s• T vtA it 7AX LOT 9000 '� 2 / NK I� COMMUNICATIONS RISER CEDAR z^ / / - - s - .i`y �s Of Bp ©4�/�, �iA, / ®< PLUNGE POOL APLHA oo GINC"Z-- \ 6 sz __-____al___ a-//�-NR ��/ -''..°,13.4.70'•� rrs? 760 in WARTER METER CONTROL BOX ��- 7 3 -/ EGNPNNEI / / / ./ Vo35 _ ___c yy'' 0N 883231"W 6780• �� - _,,,,,,g: �� � ✓• ' 0 r c/ 3 CEDAR 11 �5 '}3s----6.s "' E roa r ® �/ i J/ 6 / /�`n Iln INLET PROTECTION a wG 0® a m_, --74.z -- rap _ bry lo/ /// DQ WATER VALVE sTokarMM3s s' 1 / -`�o 365 or BANK-N--- w au --- ©v a / - '1,- ,6;-. �y�5 © s+/• QBELLA STA SEDIMENT FENCE FILLED=u•,� °°"SGn °er. 'N o- i'' -_-364 -m s+ HpNNE�/ / / L 0/ 17 -X- FENCE AS NOTED . -ro-aaraN rr RracE / / `�i_ --363 - __"SUMMIT RIDGE"a+ ---- �. a rarr. n i [DATED FROM AS-BUIL, -- / N/ �' _ _ __362 STA 1+08.8 .SWALE AJ / Q _ unit rEnCE r TRACTA' /� ,,,,,„,,,..r. i '''.3.6.975 p / IW4LI,s.GND 3.,.n r ,73/N0 -SD- STORM GRAIN UNE 450.00 FG FINISH GRADE SPOT IN(W)3s 6(CALM / / e --_ r"/,,,,=,..... °�iis361-_ i 1 00(1� WALE /�i 3. 75+ / TA 1+8r 2,¢A5 R/8/00 ELEVATION C IE our(.93508.(ca) N 883231 W 20.2'//// / �� ko iso-/- '360 i j i NN/ M� ,y y / /qT WALL CENTER? RETAINING WALL o.o 367 53. _- \ R X 366 77'/ / / / ( _,•- - -- ._- 360 \ So / - i /Of © 'D'''' / / --450--CONTOUR-7'INTERVAL 0 OS � "SD 5�' �0/ I g p LIE y, r_ \ • -450- GONTDUR1INTERVAL / / WALE B S• II,, Au /9� �3 -- �" ,/10E/ 5 g0 j625 J I 00 s -- `a >_i r 83,L ' gpNato •I \ / \ x a s 7 V /�i / �: P of �'1 ' - --SWALE CENTERLINE t2' /`P \.0!„.' k sl rorvNEirc VJP% 36'1.75 FG to EDGE OF SWALE BOTTOM S 13 / m \ ° _ ��f s'd Si B PROPERTY LINE 36 sa Au --_ �'° >, L 75 / A 1'1 /35e>.• 3k/' 0 J RAVFn�r / �+ GFB A + „4.50.07 /' „ / � W 9p / s� ���2.-243 ROCK wA �� ac / ,A x 3,59•5'" �: ♦ i1 ��a rALL cNArN as - i . . 1 2 -361' / GENERAL NOTES. / LINK FENCE '3�, X '3 Wo I/ e /eV/ / 62NK # -0 9z / / / ®/ 6'N` tom%, i- ' I Existing bypass piping within facility to be removed by City crewprior to construction ,,, o n Il / �- 5 w 7a 61 $ / ti 360. a A I+z1.70, 8 21 R "'3ELCA VISTA" 0 I� / 5� / ��- �-/ice-' i / '^tl / i �� 36150 FG Usoo66c l (AT WALL CENTER) O.0 INLET N // /+ NpNNE, LOT 16 CONSTRUCTION NOTES: f® �: 5 Fl.00' 3588 N NEL/ !AAP 2S 1 (' rov Or cRArE iso ^'� . ^ • / rlpN,� yI 367 5/„..41.91,,,,, II X/14/7'' 36a7r Q g c PI 0 i n, 1 PA,,,,.„..„,,,,4,...,,,-- TAX LOT 8, 7 Connect to existing 12"Dl storm prpe Extend prpe at existing line and grade il rE our(385w) sa r \II //// /„..-- ......,,,,,,..5„„,,,.. O \• Contractor to venfy existing grade and notr(y engineer of any discrepancies n r' / „ �/ 367 50 FG - CO I s/ s AS' 'G/ Roa wa 2 Install 48 flattop manhole See CWS Detail 050 on sheet C400 N fto lad p �� A "`s 3.Instal/Plunge Pool See detail on sheet C400. x \ 4 Regrade and reconstruct swage to a//ow positive drainage to outlet. See spot i/ `� BE3a osoo Wig " �i5--� ` 36110 FG I2 t3 6 �_ -OS „�� IO e1evatwns on this sheet and cross sections and CWS Detail 700 on sheet C401 for STORM MANHOLE LLA VISTA" AL " = 10 / t t d t I RIM 36390' Q - �j. 4a LOT 15 swae cons rut ion ear. " SCALE: 1 IE IN(11 E)�JS)6 .• p, rE IN(te"N)3575 I 1>4 • • - - ,6I 36110 FG' 70' 5' 0 70' 5 Install 12"wide, 5'deep, 148/meal foot, 3,000 psi concrete filled trench. See rE OUT MM.52.357 9 ® x 9 4' - \ MAP 25 1 0900 section detail on sheet 0407 _363- PTAX LOT 8500 4 361 WAIT FNO \ 6, Install inlet protection, See CWS detail 915 on sheet 6101, NEAREST .� STA 0+39.62, 755'R DOWNSTREAM® ® + P� (AT WALL'CENTER) 7 Install sediment fence, See CWS detail 875 on sheet C101 BASIN I a 88 8. Install rock check dam, 4"high, 18"wide with 3"4"quarry spoils. \ �73or •1 ?_ \ -WALE A PLAN AND GRADING AND EROSION CONTR6 - . 9 Existing boulders to be reused in new plunge pools or moved outside of swage channel. SCALE: 1"=10' 10. Protect existing fence - 370 CLASS A' ' L I SEE CWS DETAIL 590370 /2. Bee11. t shoot C401 for ect existing section detai. I NO ON SHEET C400 L I 13. Existing rrngation control box. O = V,;p.\ = I 14. Existing rrngation meter. N 36 h M' I _ I 368 15. Remove existing tree. oc6nroN�- a ,..j II I o,. ''�'ti ii II 3 366 m II z z 6 n N h .. I 366 ~xo0:1 EEW W W N N. �Jts Nom. IfL.1 LQ 1i ,iin "1 N,L 2 O W tiI ti q 364 - _ - - v _, II O W („),..1,., y o"'W W 364 _ Q_ Y w1W --`/I ,/ l ^opry .oi 4.Z O WC ini� Y n¢ 110 G +Z nom- },n Y Q4 I W �v3i i. a 362 1 Ian W r o ¢W ? '-....6-'') ' `Y`,, ,,,z" / / /1E 5 Is RM 362 y L U 1 \ O co ,nom I �� \ £XISTINr.GRADE +, o+o+ ±� isoI 7\ 360 0.66% - - 2 m. _�� J I Ti et JI; et 358 PNGEPOOL �, O 358 EXISTS PROPO�D GRADE J v 2 n 1/ 8 LF 12"Dl, S=0.75/- +W� e it EXISTING E.EVA770N AT Swn PROPOS ELEVATION I s, Lu ' )PROFFS. AT SWALE L 8. 1 LF 12"DI. S-ZO3.TJ ,nc� _ �&��G1NfF� O RE ffi 356 1 356 63213PE ea o n'1 of ry0 •vN. nh NO roII vh NO of o rn0 ig nh v0 rn rn n R` H o H ,d a a 5301 N01 coo ISN IQ.1 b01 ,o 245 0301 h '3 h fOREGONa - Ni "I''''' n'i roy3 T-;" mo, orn ooi 0 O or of rnoi rno, rnoi rnai a,0; 0)0.; o /5 vy <%1: p0 PI co cco ',56) ',In' 5353 coh rn rn In h 5353 h h 53„1 h �,n ,o''' ro ro aP 14,2 0J x ^° "i h h h rvl h •rvs h ^'i rvs ^1 ^° ^°h ^° h M h M N1 h h h h F 3‘ m PAUL NF. g� 0+00 1+00 2+00 RENEWS: 12/31/2018 SWALE A PROFILE Issue DateA' SHEET ENGINEERING DIVISION --------_ G R E E IV F I E L D DRIVE C200 4 SCALE: 1"=10'HORIZONTAL Description Date NO. By PUBLIC WORKS DEPARTMENT p¢ 1"=2'VERTICAL L. BID °"°7/16 1 APN HALL BL UO. WATER FAILITY REPAIR 3 ORD DRAWINGS 11/29/17 2 RElJ1I3125SW VOICE. 503-639-4171 SWALE A PLAN & OFILE_ C FAX: 503-624-0752 7 a; I WWW TIGARD-OR.GOV ---------- FILE NO SoGRADING AND EROSION CONTROL PLAN 94025 DESIGN:APN I DRAWN:APN I CHECK:,1'14 PROJ, NO: 94034 - t"b / "ARLINGTON HEIGHTS NO x370.38' ,# _I 0II I/ LOT 715 LEGEND' "SUMMIT RIDGE" "hs -�Y/ VARIED MOTH "SUMMIT RIDGE"' o- ��. ROOK WALL MAP 25 7 090A ' LOT 20 HEDGE �� � / TAX Lor lasoo PROPOSED X 373 BT I LOT 19 I MAP 25 7 090A X iso 36' � ti `;�L 7/ • FOUND SURVEY MONUMENT I "72-9•,-.2„\\\ MAP 2S 7 090A I TAX LOT 4200 J \ IIIIIE� STORM LINE TAX LOT 4200 b / Q STORM DRAIN MANHOLE b fi B I - sro 9e' / _8. �a - q- r xo i v / re VIII CATCH BASIN/DITCH INLET O STORM MANHOLE 1'111 Y/ I�. CEDAR 1'}Qyry VARIED mO rA - ( \ _� --II 1j/1 . 1,411.7 / STAMPED w e CULVERT END I I RETAINING WALL 1 - ROCK WALL ARIED INDTH v ROCK w n F \_,'E ,% 6Q 46 js--'' IzLl up 041 _ _ SIGN - F\ SUMMIT RIDGE" -n �— �x HEDGE o E "A0 �s - 'I / p O� vE ELECTRICAL VAULT ROCK CHECK DAM / l x3sa zs / i 1'2 CEDAR 1" _ x I o ...,may N 334 sek ,✓ 11.'6'6. } /II I' MAPR2S 1 090A -CT "El \ \ __ _ i ���ry�` ls // 361 41, Y 3 © TELEVISION RISER r TAX LOT 9000 HEDGE E - H� CCE; z / BpNK •S ZI1 / 1 / ® COMMUNICA DONS RISER ctoare z^ - a>e.a-.,.v-- _ �� s- 1 ,,,..77 � E _� �s e / to-of .�I!�. 3 )l' / . PLUNGE POOL �5 APLHA ENG INC" /\_ i ^ _ - _- / �/ l N WARIER METER CONTROL BOX CO�e 7 3 9 # /k_--- OF Roe' / / ��j / ,5,,5..5d / 118'' 5I 60 a900,5w0 a- 42 0'z C R +�/ 3 Dare z' n"I N 88'32 31"W 67 80 s 8. - -- i0P/PM' / - - ,„7 .y6j/ l A N INLET PROTECTION . 4wJs �__ _ �wry,DF1 �/� �/' s/i/ * / 1 N WATER VALVE STORM MANHOLE :\ �� ea in.' -- - I---J6J<, - /♦ "BELLA VISTA„ 36 o / Ei-....'''5,6,. '-/ / Q SEDIMENT FENCE K srGA -- SM 1+08.8 SWALE A= NN E.ED mrMa- '" ! o/ - R 4_5'-i /s+ HP / / cnaN LOT 17 -X- FENCE AS NOTED A vRoIaBraiN C r OGE / o/ ���i_ 36s STA 1+00 q SWALE 5, a L 1224' + ore,�� PENCE FROM AS-DUETS ,r. "I sOM— / / u, / - e_ 155'50'0.$7" µ+: x ass as -SD- STORM GRAIN LINE 450.00 FG FINISH GRADE SPOT } - / o / MAP 25 1 0900 ULA N CWJ Ss s(CALC) / /wC ho _ .2". n 0 t i LC,/ ELEVATION D.o / h / TAX LOT 8700 IE our(E)-350 es'(cAlc) o N 88'32'31"W 20.32 i/ / / k 360 50��. i j i NN/ ,773 ♦ �y0 y / /// IIITi ::L 6 � •• 2 15 • f9 56 P vF e ..3'. \I \ // Q69µ +� ••of BANK /�a.o�360 A2x 3s 56� % cE ♦ /'s 4 �— TALL CHAIN 4. a,� 4, ss J / ♦ ..44-4,01.,---� ROCK WALL - / 1 .Is FENCE °' x GENERAL NOTES. iF BANK J -' 61 391J9� W ea / / i i ' e / / p i ,/ j a -2- - 7 Existing bypass piping within facility to be removed by City cre prior to construction h a / _6''Z'''<--- 4� ® / O nI / ��0� .�- i �� 6cJ `N 1636086 X35499' LLJiII /^°/ "' moi 360.E i i / / w �� 5 6/ - .0/...4110...../ 1 A/ c .,BELLA VISTA„ 090o66c I + �' - - _� • // DC. TECH" LOT 76 DITCH INLET f / / �� - % �X,us .--..���/i x o r CONSTRUCTION NOTES: �-0 �pOiNE 3588 s II /X9a 7i / % tiI MAP 2S 1 0900 n O r Gina iE 360 ' l c JSO 2, Mh+ '"s�,\ TAX LOT 8600 3 Install Plunge Pool See detail o sheet C400. �E OUT(r2';. 5 — 1 / / / '..------a ♦ 42 . `N.\ ge N o / 365 o 71+\ 3/ '77777-4.-$,--,, \/ '/ ��, RO On A. N 4 Regrade and reconstruct Swale to allow positive drainage to outlet See spot l ,,, _ - -,rs elevations on this sheet and cross sections and CWS Detail 700 on sheet C401 for �� VARIED e ui'/ /'� -� s / WALL Swale construction detail. W��1 �� soo, �'"�' �5-- S x5s7 i5' 6. Instal/in/et protection See CWS detail 915 on sheet C101. STORM wAANHOIE N —'as • - _ 7. Install sediment fence. see CWS detail 67e an sneer c7o7. RIM 36390" , xY �♦. Aa�: i' J BE LOT 15TH AL " = 10 SCALE: 1 IN(11 E)�JS)6 _ S> IE rA Ue",A,5]5 IX] • ♦ -- ss 8 Instal/rock check dam, 4"high, 18"wide with 2"4"'quarry spa/Is lE 801(IB".5)=35]4' '� CR '� / 1p 10' 5' 0 10' ❑ - MAP 25 1 0900 �363. / x /"N ", \ TAX LOT 8500 70 Protect existing fence. \ 11 Protect existing slope. 36>>5'"' 12 See sheet 0401 for section detail 357 7 } 3�36oss\ \ 9 0 -WALE B PLAN AND GRADING AND EROSION CONTRO - • SCALE: 1"=10' 37! 372 STA 0+00 EXISTING ECS' ib4 RIM=368.6 5 IE IN (8"E4=360 370 IE OUT(8 W)=359 86 370 368 \ 368 366 366 C A C ti 364 \ w 364 p T. O h / n M EXISTINC'GRADE) `1p J ?a 362 *.4 rn W 362 1fw =R Ln ,•., STA 408.8/c SI VALE A)= II *3 STA (+00(¢SWALE B) En') P (n Lu W --n £L. . 9.29 PROPOSED GRADE qs 360— 360 ne14 :S 71\0.72$ - -- �� EXISTING ELEVATION �LJI PROPOSO EL£VA710N1 STA 1-w20, INSTALL RED PROFF .it AT SWAL I .�E S,� RE AT SWALE/ CL ROCK/HECK DAM c ,,GINE4, On PLUIICE POOL 4, R 358 I 358 63213PE h Of01 h h N h ro a- 0003 in Nh v 1 Al 00 0S. rn h 00 41 h N Ra ro 03 of N N, d of tr of of of of of e, of to of of S OREGON a n m to <o 'o <o <o Ln v1 u1 v1 u1 RI h h E w M r7 i'1 r.1 i'1 r7 r'1 h h r7 h i'1 h QPe A)T 14.20�OJ� Um �PAULNF' g,- 2+10 2-1-00 1+00 RENEWS: 12/31/2018 SWALE B PROFILE Issue Date - G R E EIV A'F I E L D DRIVE SHEET -------____ %,!,, SCALE: 1"=10'HORIZONTAL Description Date NO. By PUBLIC WORKS DEPARTMENT C201 p¢ 1"=2'VERTICAL = BID °"°7/16 ' APN 3125 S HALL WATER FACILITY REPAIR 4 RECORD DRAWINGS 11/29/77 2 APN 0 ENGINEERING DIVISION --. 77GARD, OREGON 97223 OF e VOICE 503-639-4171 --- <e FAX. 503-624-0752 SWALE B PLAN 2 PROFILE_ a= WWW GAR°-ORG°V GRADING AND EROSION CONTROL PLA F94025 g DESIGN:APN I DRAWN:APN I CHECK:ib V; PROJ. NO: 94034 5'' / '� SOIL PREPARATION (W.Q.F.) 1 1. PRIOR TO PLANTING, THE SOIL IN ALL PLANTING SITES WILL BE PREPARED IN I I ACCORDANCE WITH THESE PLANS AND CWS GUIDELINES XI373 BTI I - -- 2. THE SUBGRADE SHALL BE TILLED TO A MINIMUM DEPTH OF 4",AND A MINIMUM OF I ly,� C 3b1�s' 12"OF CERTIFIED WEED-FREE COMPOST-AMENDED TOPSOIL SHALL BE ADDED. V �e, �� COMPOST-AMENDED TOPSOIL SHALL HAVE THE FOLLOWING CHARACTERISTICS TO ENSURE A GOOD GROWING MEDIUM. I I, - 4.--- < A)TEXTURE-MATERIAL PASSES THROUGH ONE-INCH SCREEN. i- I B)FERTILITY-359, ORGANIC MATTER - ci__ __ -1- - - - 3. NO ADDITIONAL FERTILIZER IS TO BE ADDED TO THE PLANTING SITES OR PLANTING _.. OeCe O o�nR 6 HOLES • I I R ♦ WATER QUALITY FACILITY(W Q.F.) PLANTING NOTES O OO ,/ TREATMENT PLANTING AREA ARE TO BE 4111' -- -- - - ---- _.y." • -• .— � �l�/ 4 HYDROSEEDED BEYONDWITH THE FOLLOWINGTSEEDMIX + x ,'1 0 0 f 0® • O©O• + • may+ y„� j/ - R QUALITY FACILITY TRACT SEED MIX: WATER _„�_�'+„ ✓,__„ DWARF TALL FESCUE 405 ,.a lf�j« �OO� O x , --- • - -. O O _{f., , � ' O DWARF PERENNIAL RYE 309< • -411' ,r+ CREEPING RED FESCUE-259 O / 1,:•”;.•;" '�`x•` •+O �OilI O' j / COLONIAL BENTGRASS 59, fie tri ,� _ :'`„. ,r:P +_' T::::,T7•'z:;`` Y - '�_'_ ®_tow APPLICATION RATE= 120 POUNDS PER ACRE —.II":1-'0 OS �� SD SD SD � ',`•, .'j=•,�..« Q.::;"':'•l,�`+ vvOe / • • • « _..,« ✓ ."ter,•+• OO'� POST—PLANTING EROSION AND WEED CONTROL Ci \ e , MULCH TO PROVIDE FOR WEEDLANDEEROSIONOCONTROL.3 LAYER MATERIALGAN • O PLANTING WITH A , + cl „.,:,•:?,:,::.;;:,-,,,,,,,,,:. u� L \ • ', • :;,:,.:=7 _„ ,.......<!„•,: :: '1 OO \ SHALL MEET CWS STANDARDS THE MULCH WILL BE RAKED SMOOTH THROUGHOUT W O•000, O : \ THE ENTIRE PLANTING SITES, BUT IT MUST NOT COME IN CONTACT WITH PLANT EXISTING TREE or OO •OO�� + •. . •.-A y�«,'.:: +: OO1 t 1O STEMS. Z I TO BE REMOVED y - \ �I`l OiO O �« ^: y ` l�” WATER QUALITY FACILITY(WO.F.) MAINTENANCE NOTES 1 O LU FA , • t` /+ + I 6 THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING AND MONITORING THE CC 1 al4W4 , . « _• ' WATER QUALITY FACILITY IN ACCORDANCE WITH SECTION 2.11 2 OF R&O 07-20 vOO Y `^a`,--- O - / MONITORING THESE OTHE IBFAC TY FOR ILITIES DA MINIMUM E BUT S OF 7 NOT LYEAR DAFTER THETO A FACILITY INING AND I I ✓`y u «r / \ MAINTENANCE PERIOD IS COMPLETE PLANTS r x ✓ k,!-:-,:'. Z ^ BEEN INSPECTED AND DEEMED COMPLETE 905 SURVIVABILITY RATE OF OOj \ QV WILL BE REQUIRED AFTER ONE YEAR. CITY WILL MAINTAIN FACILITY AFTER +F , Cl) N • ` : C =A 01_, - ® — / N CITY CONTACT CITY OF TIGARD.BRIAN WHEATLEY PH 503-718-2610 + , ,.moo _ , A* �5. `6 :„„ 'i�OOiO — L GENERAL MAINTENANCE NOTES (WATER QUALITY FACILITY) _` .S `r` 1 s_ �, 45 A E SCALE: 1” = 10' 7. A TEMPORARY IRRIGATION SYSTEM WILL BE USED DURING THE 2 YEAR MIN. ��J O� �Ji� s MAINTENANCE PERIOD FOLLOWING PLANTING IRRIGATION SYSTEM TO 1”WHITE ri ' ' s POLY PIPE PLACED BELOW GROUND SPACING OF HEADS TO PROVIDE COVERAGE m El 3604}, _35JT .;^ \ 70' S' 0 f0' OF ENTIRE WATER QUALITY FACILITY AND BUFFER PLANTING AREAS. IRRIGATION TO CONNECT TO DEDICATED EXISTING IRRIGATION METER N / b s 6. ALL PLANTS IN THE PLANTING SITES ARE TO BE WATERED AT A RATE OF AT —�� } 3LEAST ONE(1)INCH PER WEEK FROM JUNE 15 TO OCTOBER 15. WATER QUALITY FACILITY PLANTING PLAN SCALE: 1"=10' WATER QUALITY FACILITY PLANT SCHEDULE HERBACEOUS PLANTS WATER QUALITY FACILITY TREATMENT AREA (WATER QUALITY FLOW HEIGHT): 1,545 SF SYMB BOTANICAL NAME COMMON NAME(S) MIN. SIZE/ TYPE QTY. SPACING NOTES CAREX OBNUPTA SLOUGH SEDGE 6"x 1"DIAMETER PLANT AS AN EMERGENT ROOTED PLUG 3,090 6 MIXTURE,MIXING SPECIES +;1 JUNCUS PATENS SPREADING RUSH 6"x 1"DIAMETER AREA,OMLY&PLANTING GROUPS ROOTED PLUG 3,090 PER SF q 4"x 1"DIAMETER OF 5 PLANTS OF SAME `.=`A'I CAREX ROSSI ROSSI SEDGE ROOTED PLUG 3,090 TOTAL SPECIES TOGETHER. 1 J , E Y SHRUBS WATER QUALITY FACILITY AREA: 4,120 SF SYMB BOTANICAL NAME COMMON NAME(S) MIN. SIZE/ TYPE QTY. SPACING MIN. HEIGHT F I O PHILADELPHUS LEWISII MOCK ORANGE 21 1 GAL.CONTAINER 51 4-5'O.C. 2' a O CORNUS SERICEA RED-OSIER DOGWOOD 21 2 GAL.CONTAINER 51 4-5'O.C. 1.5' O ALMELANCHIER ALNIFOLIA SERVICEBERRY 2'/1 GAL.CONTAINER 52 4-5'O.C. 2' 3 a • SYMPHORICARPUS ALBUS SNOWBERRY 21 1 GAL.CONTAINER 52 4-5'O.C. 1.5' e-6 1W g 9 TREES rye WATER QUALITY FACILITY AREA: 4,120 SF z. SYMB BOTANICAL NAME COMMON NAME(S) MIN. SIZE/ TYPE QTY. SPACING MIN. HEIGHT 4,RE0 PROFFs� ;1 & ‘,\GINEF O4 gAy .g 0 RHAMNUS PURSHIANA CASCARA 2'/1 GAL.CONTAINER 5 10'O.C. 2' -- C63213PE� oa i AGER CIRCINATUM VINE MAPLE 2'/2 GAL.CONTAINER 5 10'O.C. 2' S OREGON a , �a F"T 14,`ZOG - x N PFW PAUL NF--- im- £ RENEWS: 12/31/2018 Issue Date SHEET ENGINEERING DIVISION GREENFIELD DRIVE C300 �� Description Date No. By PUBLIC WORKS DEPARTMENT --------------_ i. BlD O7/O7/16 ? APN 73125 SW HALL BLVD. WATER FACILITY REPAIR 5 RECORD L-,---bl:'✓CS 11/29/17 2 APN 1/GARD, OREGON 97223 OF 7 ls Fp; VOICE. 503-639-4171 it FAX: 505-624-0752 --____------------- WWWTIGARD-OR.GOV F g. 0 DESIGN:APNIDRAWN:APNICHECK:;bV, IPROJ. NO: 94034 WATER QUALITY FACILITY PLANTING PLAN 94025 blas PM I RE MP i'm.oE IaI� DOD MIN a M a_.arar • c A<APO w•r�INTIM tram Rl MEX 1 r a r.11r .�; •` [019! m•d,a>F Pp•r•PlaS CFAAA t. „, L AL i°ac�•usrA POEM FLAT TDP �r �` °�' r Fut I Bamrlls it a rlwwCIO la AO,ILM• mit a•aall 'm•Irl•ws (OPTIONAL)ILL Om_ 7.SER Mail/am Mar RP Oltairl I i �®Ru/0 - nR,.nlaar_ v.)i fmaw.la. I4'nr•• 4 ay.lalr r urrr i�,�r ,ti ��.�i r-t- WO 111111111P n n • .7.:# .., / 1 7 4 !�%5 . A81i. d ✓atFeawl .., I ell.; o o )-riiiiiiiii:::ii:1'- .4.7.7.7 a 744..7.1 ( WEER r.wPIFOlir a,� mmraeiox aaFeas• rTln lUvel IJ_.a!_s:_xv- . RI®[CMIQC MT7T ▪ 1.MAID a N MP Wawa NM.11•r A at Oar ISP 7 .-r- I Q]tAO RSL Alf OAP Q TI¢K to a �}'a e Ira r am MC�� ITA � 2111 Ni MINK DYER BACK smarmwarms Ills•lir l ias Low, 1•rcaaa i eiwiailt ib-ORT III C AL IK•.•612OS W IMYi 2111.1.1E S{OROR. 1 ILrrt Pre la>tta•el WWI ax wawa all_aaaaw Iii IN.ALLAN MAMA a•LIT MEC a NAME NM FEO IP PDE wawa a••L iw .��`= I . y COTO IOC”7 tore A EOM.m.ALMS. LM MAMA PEAK- arra r►' _�� . .r ��.��._.� 1M�/�-urL fa Or 9Om am I x PONE•MOM m r a I��c nom+] Irl:Ur alt.Pram.PPP IL a LE NM lac Cr,�rw•oE 71a C !!1W! as ▪r aMONO Au.Tat PM PPE srrrsnlo • R alaq NMI.•�a.a x.rl•ra arta•aw a DP —L-r r rr I 1 'E. Jr u l•4• r PM aztie naarrIl an r III warI �� '� .c.nmprwNm.wataaaau i r/IYi I` 'I •691 rDOM ffi m.r�rr•v.aur - r r r 1 lir V vela. i T/r•e7. Y s PEKHOl F F ors Y ID i —4r yr'Oil DETAL - IPL l�C iensW v 5 woo •.-r� —_ e�bN YEW • .-I �I- mom a11ll*Amok.allal.• _ N. ..,.,*Ka PCP l�.,at..a.�la. ALt AMYL algritt _ >< matt MO Halm It w er OW WI aka A-aa WAN x DEE a.-r waE111.a `f-•'+`,.. #-- --- D. Erma PM PON .Al LL MEMOS D2 A'ISL awsr•as■rdiaDL DE�AI■11p FOR WNr7 F FiWE R1711Tit]NSL C tIUI In ME Irwo NI— FLAT TOP MANHOLE leindfiber4SentirgeSTANDARD MANHOLE ISIJ HOLE FAME STANDARD lameaker-igrivires STORM WATERItleoniriths-4.tieryitoos 5ucriur� MANHOLE FRAME ANO DOVER g.rAmeOwarlIta•aMANHOLE LID �i r,rallwln nn 9s9 a•-an Itl1E 4 I .Tam �•Qi1 m comic K0.no SANITARY maw De as COOMINC NO.a2O IE.�u-w 6' 31 SIDE N SLOPE l 04,.. AltI iI1 � A aA 0 ASS 13- CLASS rb-. L--� j - �i ��-�.I ptap.r atm.arra.. KM ItiatraDa • PLAN VIEW -§/N- �/ .. • - ro.7s',, . �milcn .NI DIMWIT. r..e aeaaa•aa + • a. a ( �I.oml� Fa ■ �I> s 7• 2 a•a -2ra:ur•acr MINE •2_ 18/N TOEWALL FOR ORM 4, Pitt ebilIMAL IMPERMEABLE GEOMEMBRANE f PERMANENT /� rl•INlrsy PLUNGE POOLS -It•..-....4Il SECTION A-A .. Oral /yy 0...- .. yam i wx C r CONSTRUCTION SPECIFICATIONS -.._ �, { f�. •_ 6 1 USE CLASS 50 RIPRAP. -r Magri y C 2. PLACE 50 MIL IMPERMEABLE GEOMEMBRANE AND PROTECT FROM PUNCHING, CUTTING, MT t t•• • .6 Aria' 'c OR TEARING. REPAIR ANY DAMAGE PRIOR TO BACKFILLING EXTEND GEOMEMBRANE - .... - 61 15 INCHES ABOVE PIPE INVERT AT PLUNGE POOL EXTENTS. . 3. PREPARE THE SUBGRADE FOR THE PLUNGE POOL TO THE REQUIRED LINES AND \- 8g GRADES. COMPACT ANY FILL REQUIRED IN THE SUBGRADE TO A DENSITY OF ail.le :j •, V r 11 APPROXIMATELY THAT OF THE SURROUNDING UNDISTURBED MATERIAL. .1.--... ,Lu• .7.r�r r r ,.k• ".\ 4gLe . EMBED THE GEOMEMBRANE A MINIMUM OF 72 INCHES -� ors m` 5. STONE FOR THE PLUNGE POOL MAY BE PLACED BY EQUIPMENT CONSTRUCT TO THE Ditimoiclat 5 FULL COURSE THICKNESS IN ONE OPERATION AND IN SUCH A MANNER AS TO AVOID TOPE OS-Rid Rr.•W I EYE SOON tr.. • 'J7�!ffiEMMA DISPLACEMENT OF UNDERLYING MATERIALS. DELIVER AND PLACE THE STONE FOR THE PLOW Mu RR W IA I r o Ran PLUNGE POOL IN A MANNER THAT WILL ENSURE THAT IT IS REASONABLY HOMOGENEOUS WITH THE SMALLER STONES AND SPALLS FILLING THE VOIDS BETWEEN :ff THE LARGER STONES PLACE STONE FOR THE PLUNGE POOL IN A MANNER TO Ws g PREVENT DAMAGE TO THE GEOMEMBRANE. HAND PLACE TO THE EXTENT NECESSARY. AllICHHtl('OVICIlplN{/ RIL �'�",��,50 PROFFS, 6 6. AT THE PLUNGE POOL OUTLET, PLACE THE STONE SO THAT IT MEETS THE EXISTING I' ,9GINE- O./, GRADE. TRENCH 063213PE66 � `� .E 7 MAINTAIN LINE, GRADE,AND CROSS SECTION. KEEP OUTLET FREE OF EROSION. IRENCH BACKF7Cl. NaREMOVE ACCUMULATED SEDIMENT AND DEBRIS.AFTER HIGH FLOWS INSPECT FOR DETAILS° SCOUR AND DISLODGED RIPRAP. MAKE NECESSARY REPAIRS IMMEDIATELY DETAILS ( -. 0,,„OREGON,,, , n D[EI.I.IC 710SWr.-- _-r. 2 A O i.P,, PLUNGE POOL DETAIL 6,p 1-• e'',,, NTS il '± A' RENEWS: 12/31/2018 Issue Date ENGINEERING DIVISION ---------------_ GREENFIELD DRIVE SHEET �� Description _ Date No. By PUBLIC WORKS DEPARTMENT C400 i. BID C 07 16 1 APN ,3,25 S.W HALL BLUD. 6 ; RECORD L;F-1I,ICS 11/29/17 2 APN Fp; TIGARD, OREGON 97223 WATER FACILITY REPAIR OF s I VOICE. 503-639-4171 ----------------- a€ FAX: 505-624-0752 7 WWW TIGARD-OR.GOV ------------_- FILE NO g. DESIGN:APN I DRAWN:APN I CHECK:MK PROJ. NO: 94034 DETAIL SHEET 94025 R EXISTING FENCE 1. WRd'qr.N�S�lY Swat aalTE¢tF� �.s.�eerlfalL�0..rma iii n \ twat.a.�,�im�skillIsp„d.e�r,le[erW� ae GROWING MEDIUM- 1'DEPTH EXTEND SLOPE TO 9 A tniksalrl�feiksAnaDDDLI TI kgabe iNtedaDADD � .. EXTEND LINER ALONG MATCH EXISTING GRADE �canna ing.LAsis.IMILlwlrlll in PLsrrc -- the-__- -_.-- _, CONCRETE TRENCH 36110 FG inhadin misiscamm.Aram gassing ADE.Sekimitl27'ne Inv Mwriat$rlsas. 15"ABOVE SWALE N.71Y1:1121aBreee_ lcirr' l crudericsecimit Rid:, EXTEND SLOPE TO BOTTOM ELEVATION 111- MATCH EXISTING GRADE 360.35 FG k Ali LAkeriwMN_knikarTgrimk untrugUlainddinrolkeriosseral 1-111= ELEVATIONORM I A. Yf3MNALLE2 .thir tnnuLkMdllinplimil.warthi v swll? kmthe -III 1i' MAX WATER QUALITY -III III=III redi�fit tt'�E.reb. =III- 1-=1i1_ 4. rl�»»�;ersurR m waiz>ti � t m>r�® I=I i t FLOW HEIGHT 360 09 FG I I III=-' 0.5' -0.99' 35960 FG i= ° III=I Iii- p�, EXTEND LINER -III- 4.7 4:1 =III 1' 1.6' -I 15"ABOVE /f // JJ �:medic growth Id A ea maw growth OC3'earl OM to ea SWALE BOTTOM 1-1 11=I I= IiSWALE�B6TDAA=159.10 -I I=I II ° ELEVATION - - -II I-III-III- 6tido 2 25' 2'— 5.5'SWALE 2' (VARIES) 4' i' e� 7'1: . ..,a'.'.I }DIp Iwe.Yr<f14�j�►rC/p1/Iq Did eU.O� BOTTOM ..;'...... :. .'.i.rnRl."fiem>tAef>sIBiefin /� = NWaebnlswdhdn rimonsfplenIa ps mL�nintwlt-fen pmE -50 MIL, HOPE SMOOTH LINER -7.--7.'INSTALLED 1'DEEP. 1'WIDE, 5'DEEP 3,000 PSI CONCRETE MAINTENANCE FILLED TRENCH t TheyeAchnannianolle ilmenrianonne.. -.GOA, atmo yans SECTION A—A. STA 0+80 NTS 2. fe:Wim[Sp nalitionnintrnepeate InimissMenebropnwiL NB[rkdkillOrwastrelOt mCl.Ipf2nLrfkmp l> litliirsyslelaitlllmtrdwie de illy mow.Figimmilmai broismisl doing dieumma nein mate Lail irWd myna iivorige LiIfC Lisaxgag WeirName itlll Mir JWRttl[ffiM moADDLignaL EXISTING FENCE \ I &Mager sr . .ikIn.. �1Ee�Mig e`,ip.i YLLiftman.Liftman.\\\`` ram* I RN).•hie In Boil titeeMmlull end] EXTEND SLOPE TO EXTEND SLOPE TO Nn nekr,roar tepleif ajlllpin'abinolllnlltlllw(rlt imagALLMDALLefien MATCH EXISTING GRADE - I' MATCH EXISTING GRADE MSL ceaseska. 361 75 FG ELEVATION STORM 4. Tf1el it IILDLnessaimAklwl Wi3d'fieifunterena tlet 3 In naval Ir __ emrsyNtEmenL MAX GH QUALITY /II - —VIII ,°. 1��=— r1 ,,. _ FLOW HEIGHT 360 46 FG g- III 11=11 1-111=3 0. -0.90' 36006 FG 3:1 _ III - [1 I-P L/f ��� WATER QUALITY SWALE EXTEND LINER III 41. / 4.1 = CONSTRUCTION & MAINTENANCE NOTES kezrAMketenkis '15"ABOVE =III=I I=• e'N3i0 ' I=III=I - EXTEND LINER ALONG SWALE BOTTOM CONCRETE TRENCH Nd.r,10 �»t � e - s r e mabbir ELEVATION = =III-III 15"ABOVE SWALE e BOTTOM ELEVATION 3.5' 2' 3'SWALE 2'—.--(VARIES) 8.4' I' BOTTOM /// -50 MIL, HOPE SMOOTH LINER / INSTALLED 1'DEEP. I'WIDE, 5'DEEP 7--'-'7'" 3,000 PSI CONCRETE SECTION B-13, STA 1+35 FILLED TRENCH a22121 full LTi11N Lr&FLrd,wc NTS € * ' SEE SIO.BETA_NO.740 n ➢ -1 Fri it 0 '1 r - MATING EXTEND SLOPE TO r ,i 9N%ILE��� • ;r•„''��`e- f MATCH EXISTING GRADE '''T'''1't I 7 YIL� +r '`LII • Ir 1Y YR 7GPd7L J 361.75 FG 1.IAA _:[. • EXTEND SLOPE TO 25-YR STORM - I ..> -.. ` MATCH EXISTING GRADE ELEVATION - -II- r s A F, -III=_ -III-I 25-YR STORM r MAX MAX. WATER QUALITY _ i�, �� � — FLOW HEIGHT 359 83 FG — I=II -III ELEVATION ITl V "..,.• � IL 1 `�'1 MAX. WATER QUALITY }i :4 J O S' --/ -0.73' 359 93 FG �' III = FLOW HEIGHT 360.03 FG 1 fBYFA ROLIe 4'-3/ I II=I I —III 05' 0.99' 359.54 FG 1I I 2•'�-3' P II 4,1 �4'1 =III EXTEND LINER L�, f) II q FgF�oAL� 7 j�,LUR MG AEF BUR Ht/illICATrtri I I II I I4SWALE{BI�TT0M=.5594.2- =I 1=1 =' 15”ABOVE LEXTEND LINER -I I I=II 4:/ 4:1 -III L sre�LE AREA ANSI{ rNWY�IIOTH AREA NQI{ EXTEND LINER SWALE BOTTOM 15"ABOVE �JJJ/` L } //66 � �� � i -III -III - - ELEVATION SWALE BOTTOM I I =III '11'11=III I I I FL`WI FL'ptlulF• dYSlulf Fl�N OA MUM INUg. F[, JfIF• FLV14�f IF• S7 n 15"ABOVE - III $ ffiGTTOMt .2214 SWALE BOTTOM 1' ON - -III iii SEED mx LOD GROW Y1[ NODE LOD(ROD Ns AS MPfiEDED BP SEE wOTE/F1 SEE ra3IE 25 BEIR CT OR Car ELEVATION DAD SLUM v-Sc 411 I fur e4ntuI 411 2.x1 NA - 4.5'SWALE 55'SWALE 2 BOTTOM 2' 70' 1' 8.9' BOTTOM 2 ~ r+l ,i'lt¢f. •LH Ind w»w:n -50 MIL, HOPE SMOOTH LINER 50 MIL, HDPE SMOOTH LINER IIB[S - INSTALLED I'DEEP. INSTALLED i'DEEP. t fie To 21222 m n cla OM.x Lv�wa<Tdn.srlwrQ rot....MG a IT111S Ntl1ea16 TRF.R M71(111 1 lm 19 AN 2x6 SPI076*1ll g 2. PROW(NrgTYI Al'mom BY MS. 2.4 s. LYE■efwf-�IIIfE RLS el'Fi,' 1 ISE/L EWrwYJIE FIX ML EIER WI'NaIISI H.NS]L tiling.FNIFIC dsFRO ILQHI,tle. 4. 12-11223 OFT .A 0.91111 E PLACED'MAIWM=71E WIER WM'7NlEt p SECTION C—C, STA 1+20 ntusAM)MIR M+L-21212 I WAR RA OM*natuuL mt.AN.taa»wr.eat,US.xx gi'nR rrni neN§yL mon in w nut to WO//Mai NTS P n, 1 DREG PRO% EN NOTE LINER TO BE PLACED OVER COMPACTED SUBGRADE ��G1N, 0 o '' 63213PE eE 0 OREGON a , P ��a F7'T 14,2010 J� 4 ' PAULNEO im L LI RENEWS: 12/31/2018 Issue Date I ENGINEERING DIVISION ---------------- SHEET %� Description Date No. By PUBLIC WORKS DEPARTMENT -- GREENFIELD DRIVE C401 i, BID 07 07 16 7 APN 13125 S.W HALL BLUD. 7 RECORD GF I �S 11/29/17 2 APN TIGARD, OREGON 97223 WATER FACILITY REPAIROF s Fp; VOICE. 503-639-4171 it I FAX: 505-624-0752 --____------------- 7 a= WWWTIGARD-OR.GOV ------------------ FILE NO 'i DETAIL SHEET 94025 DESIGN:APN DRAWN:APN I CHECK:PAN' I PROD. NO: 94034