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PFI2016-00238 CITY OF TIGARD PUBLIC FACILITIES IMPROVEMENT PERMIT s COMMUNITY DEVELOPMENT Permit#: PF12016-00238 13125 SW Hall Blvd Tigard OR 97223 503.718.2421 Date Issued: 11/01/2016 Parcel: SEG1824 Jurisdiction: Tigard Site address: Subdivision: Lot: Project: Canterbury Storm Line Upgrade CIP94033 Project Description: Storm main and catch basin replacement for CIP 94033 Owner: FEES Description Date Amount PHONE: Contractor: D &T EXCAVATION PO BOX 3767 WILSONVILLE, OR 97070 PHONE: 503-612-9285 FAX: Applicant: ANDREW NEWBURY 13125 SW HALL BLVD PHONE: 503-718-2427 Total $0.00 Please sign below to indicate acceptance of conditions and return a copy with the proposed work schedule along with names and contact information of responsible parties before beginning work. Permittee/Applicant Signature: Issued By: Special Conditions(See Attached Note:THIS PERMIT DOES NOT COVER WORK ON PRIVATE PROPERTY Conditions for PF12016-00238 Type: Condition Name: Status: Severity: PFI_Sidewalk/[ 01 -WORK SITE REQUIREMENTS Applied Notice Applicant must comply with all applicable provisions of federal and state law,the Tigard Municipal Code, and the terms of any agreement with the City of Tigard regarding work to be done pursuant to this permit. PFI_Sidewalk/[ 02-WORK SITE AREA Applied Notice The work area and approach roads shall be maintained in a clean condition, free from obstructions and hazards. The spreading of mud or debris or storage of materials or equipment of any kind upon any public roadway is strictly prohibited and violation shall be cause for immediate cancellation of the permit. The City may at any time order immediate clean-up and suspension of work to accomplish clean-up. PFI_Sidewalk/[ 03-WORK SITE EROSION CONTROL Applied Notice Prior to starting work,effective and approved erosion control devices must be installed and maintained meeting the Clean Water Services and DEQ requirements. The City may at any time order corrective action and suspension of work to accomplish effective erosion control. PFI—Sidewalk/1 04-WORK SITE REPAIRS Applied Notice Disturbed landscaped areas shall be restored or replaced. Existing signs, pavement markings, mailboxes, etc. shall be reinstalled or replaced,with like kind of material. Obtain City approval of restoration work. PFI_Sidewalk/[ 05-PRECONSTRUCTION MEETING Applied Notice Before initiating any construction activity, the applicant shall coordinate with the City's inspector, <Insert Name>at<Insert Phone#>, to establish a preconstruction meeting. PFI_Sidewalk/[ 06- NOTICE TO COMMENCE WORK Applied Notice The applicant shall notify the City's Inspector twenty-four(24)hours prior to commencing work, prior to any staged inspection, and after completing work covered by the permit. PFI_Sidewalk/[ 07- PERMIT/PLAN ON SITE Applied Notice A copy of the permit including a Certificate of Insurance, and all attachments, and a copy of the approved construction plan and all amendments shall be readily available at the work area. All work shall conform to the permit terms, conditions and provisions and to the City approved permit plans, and approved plan amendments and to the City's standards and specifications and to these General Conditions. Changes to any of these must be approved by the City, in advance of work performance. PFI_Sidewalk/[ 08 - EMERGENCY CONTACTS Applied Notice Provide to the City inspector, in writing, the names and 24 hour emergency telephone number of two(2) persons who have authority to resolve problems,take corrective action and, in general,will be responsible in case of any emergency. The applicant shall notify the City Inspector, in writing, of any/all assignment changes. PFI_Sidewalk/[ 09- OTHER Applied Notice City of Tigard RECEIVED a PUBLIC WORKS — ENGINEERING NOV 0 1 2016 Public Facility Improvement (PFI) Permit IGARD jQj= NG TYPE OF WORK DESCRIPTION OF WORK(in the right-of-way) ❑ TYPE 1—Franchise Utility Work Check one: ❑ Utilities Sidewalk/driveway approach ❑Street improvements performed by NWN, PGE Detailed description: S46'f on IMct;y1 AM Cnk­i (Do,S;h and/or utility agency. 1 r(� I TYPE 2—Sidewalk/Driveway/Sewer V� IGLG✓t1GH'�' 'fdr t✓ I p 9�-(b�j - �ciN*c.rbc r.,-}o iw) 53 r 3 Work performed for the purpose of: • Sidewalk installation or repair. 7 r �� Driveway approach installation Property address/location(s): af b J`Y h fvc:n 019W -fo and/or repair 100*` Ave- AOA 10 q}h Ayc- {/Om (,ay►�c.✓�u�l Lal 4y 11,A4.1 • Sanitary sewer lateral installation sa. and/or main line tap Applicant: �'� o� �t a r� El TYPE 3—Full scale Development t' Work performed with Land use Address: 1312ul 0 5 Svvj SIVA. approval which includes any of City/state: 'Tt�dk i 6(_ Zip: q-1'Lz.3 the following. Phone: 503--1W Ly-1 ZEmail: Ay%Areyj F �-':3. vd • Subdivisions or Partitions Contact name: la�dre� �1Jeulbi'yY Phone: So3' lig- 2.912 • Street widening • Mainline installation for Sanitary Contractor: ayl D f T EX f-iwek�c sewer, Storm sewer,Tigard water lei�6 6 S and/or Tigard Water Service Area CCB#: Expiration: �1���$ Address: F6 S cox 1,1(6-7 SUBMIT COMPLETED APPLICATION TO: City/state: W'(S0'Av A1L , O(L Zip: C00-16 City of Tigard Phone: 5-03`6VZ-g28S Email: wtu'r✓tW AP d 4 Zx c c�v���L'at3 Planning/Engineering /'� 13125 SW Hall Blvd. Contact name: My✓✓AV 0. oo,M Phone: 56'�, SdS-'t691 Tigard,OR 97223 Applications for"minor work in right-of-way' Engineer: Pace. evi 9 t n e Gy's Z v:,:. only may be emailed to: rowpe rmitsatiga rd-or.gov Address: SovO Me���l©�.�5 fL���,d, S�.�z 3�t City/state: 1,�k.e l�s:�Gyc V(L Zip: 9-70---'15 •{R STAFF USE • Phone: ;c a -,9-1-'32ZZEmail: 160*1C;� A[I�C e_kA se S. C.�w1 Case PFT L11 �'�019 Contact name: S��+'� S�"'ti`/ei� Application submittal fee: Additional fees: Estimated value of work is required(if over$5,000):$ 3 ?4 O 0 D Application accepted: (within the public right-of-way) By: Date: i l /1 l�' Is work related to a LAND-USE DECISION? ❑ Yes CI No Application reviewed: l� L Bys3)(9 3 L Date: If so,please specify (MLP,SDR,SUB,etc.) case#: :Applicant notified: l Is work related to a BUILDING PERMIT? ❑ Yes 91 No By: L2 Date: If so,please specify(BUILDING PERMIT)case#: I:\CURPLN\Masters\and Use AppRations Rev.09/26/2016 City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov 0 503-718-2421 • Page I of 4 APPLICANTS NOTE: Person specified as"Applicant"shall be designated"Permittee"and shall provide financial assurance for work,if required by the city pursuant to TMC 15.041.140. * With the exception of a utility operating pursuant to a valid franchise with the City of Tigard,when the owner and the applicant are different people,the applicant must be the purchaser of record or a lessee in possession with written authorization from the owner or an agent of the owner. The owner(s)must sign this application in the space provided or submit a written authorization with this application. Franchised Utilities are not required to obtain the owners signature on the application BY SIGNING BELOW,THE APPLICANT(S) SHALL CERTIFY THAT: • The above request does not violate any recorded deed restrictions that may be attached to or imposed upon the subject propeM. • If the application is granted,the applicant will exercise the rights granted in accordance with the terms and subject to all the conditions and limitations of the approval. • All of the above statements and the statements in any plot plan,attachments,and exhibits transmitted herewith,are true;and the applicants so acknowledge that any permit issued,based on this application,may be revoked if it is found that any such statements are false. • The applicant has read the entire contents of the application,including the policies and criteria,and understands the requirements for approving or denying the application. ;7 Avike-vi V3 1,6 Applicant/Authorized Ag is signature Print name Date SIGNATURES of each owner of the subject property, if required. Owner's signature Print name Date Owner's signature Print name Date Owner's signature Print name Date PUBLIC FACILITY IMPROVEMENT PERMIT City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov 503-718-2421 • Page 2 of 4 CITY OF TIGARD 4 YLORS FERRY N Rp�D OREGON CRY � NORTH PLANS FOR PROJECT `� ry D4cprA LZ o h CANTERBURY LANE B��M�Ma� s TREk7 gA000094W N RD S BONITA STORM SEWER LINE UPGRADEffi o BEEF KENO RD. Si' _ DURN4M N O� SW CANTERBURY LANE & SW 109TH Project Location TO BE SUPPLEMENTED BY THE OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION 2015 VICINITY MAP INDEX OF SHEETS NO. NAME TITLE 1 C1 COVER SHEET & VICINITY MAP SW Fairhaven W5A � 11 W1 pae 2 C2 GENERAL NOTES AND LEGEND pst' 3 C3 SW CANTERBURY LANE STA 10+00 TO STA 15+00 Q 4 C4 SW CANTERBURY LANE STA 15+00 TO STA 19+50 < 5 C5 SW CANTERBURY LANE STA 19+50 TO STA 22+00 :n n SW Hrnvievr St 6 C6 SW 109TH STA 10+00 TO STA /3+50 7 C7 MISCELLANEOUS DETAILS mz 1Y31Sr! 15 6 Goodwill Thrif,Stnre c s St Antho,ys Cemetery C p y �6 8 C8 MISCELLANEOUS DETAILS 9 C9 MISCELLANEOUS DETAILS W Gaarde St SW Glare,9 St Sl0.r Gawde Stn SW Caarde St SMV AMCDnHald St jv%f r,�LGoI a3-,I St � 10 CIO MISCELLANEOUS DETAILS SW Cole Ln t Brighton Hills c A N Aparrmerts o W cn i GameStar.Tigard m Project Location Harbor Freight Fools r )rland BlvdS� �t1}e1y Ln ry SW Inez St SW Inez St � � Q � G A R y � d a SYV Bull h�DUntain Rd � � SW PemhrooF i ■ BullMountainHeights o sn[aic+Hd P _ A RECEIVED V) TimbedineApartments ■ `D $YYMUrdockST `0 SW Murdock St e �J NOV 01 2016 SW Del Monte Dr CITY OF TIGARD 33 LOCATION MAP N PLANNING/ENGINEERIN( 4 SCALE: NTS QA/OC APPRO THESELIME BEEN REVIEWED BY: 3 NAME: DATE: Z R a 9,5r 0r.EfBID SET ORIZONTAL DATUM: »FEOREGON COORDINATE REFERENCE SYSTEM LOW DISTORTION NETWORK, PORTLAND ZONE. • i so VERTICAL DATUM: EXISTING UTILITY LOCATIONS SHOWN ON THE DRAWINGS ARE oaFraR ab r CAPITAL CONSTRUCTION AND THE VERTICAL DATUM IS NGVD 29. HOLDING CITY OF TIGARD BENCHMARK NUMBER 214. A 3- BRASS ONLY AND ADDITIONAL UTILITIES MAY EXIST. ( �'V 16 �9 ��' TRANSPORTATION DMSION CONTRACTOR SHALL HAVE UTILITIES LOCATED IN ACCORDANCE WITH ;P"A—C— �0°y'm'�fbi0'Si` ��A 4 ��' ENG/N£ERfNC � 1JI25 S.W. FIALL BLVD. BRASS DISC IN THE NORTH EDGE OF THE SIDEWALK ON THE SOUTH SIDE OF THE STREET, wr aryn cn anus M pPAPPROXIMATELY 80' EAST OF THE INTERSECTION OF S.W. CANTERBURY LANE AND S.W. 106TH ORS 952-001-0010 THROUGH 952-001-0090 PRIOR TO CONSTRUCTION. pso1.■r ir¢Ir.�Wnr�ssA13125 OREGON 97223 AVENUE. THE PUBLISHED ELEVATION IS 396.20 FEET. (ONE CALL 811 OR 800-332-2344) Know Whal's below. ora Is�i 11 RENEWS: (],/((/J6 BID DATEVOCE,507-6J9-4171 dP Call before you dig. M a■.,,..-�. ,R� 16819.00 9403:ZwwwncAW-OR-GOV FAX: 507-624-0752 PRUAMr NO. F8E NUA LEGEND GENERAL CONDITIONS GENERAL CONDITIONS (CONT.) sx»�w sty RA UWL Gs EaCunoR 1. THE CONTRACTOR MUSE COMPLY WITH ALL APPLICABLE PROVISIONS OF FEDERAL AND STATE LAW, 23. THE CRY'S INSPECTOR MAY, AT HIS DISCRETION, REQUIRE PROVISION OF TESTS AND OR REPORTS sirrAr sCxcR ws.+ac csvKx � THE TIGARD MUNICIPAL CODE, AND THE TERMS OF ANY AGREEMENT WITH THE CITY OF TIGARD FROM THE CONTRACTOR TO VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION REGARDING WORK TO BE DONE PURSUANT TO THIS CONTRACT. ADEQUACY/COMPLVWCE SUCH TESTS/REPORTS SHALL BE PROVIDED AT THE CONTRACTOR'S swrortr sCwCRa an --- oCcnunusIXPENS 2. THE CITYS STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS 'MANUAL ON UNIFORM TRAFFIC �'" - ""❑' CONTROL DEVICES FOR STREETS AND HIGHWAYS% U.S. DEPT. OF TRANSPORTATION, FHWA, 24. THE CONTRACTOR SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND WAIVER snRv CURRENT EDITION. DOCUMENT TO THE CITY FOR EACH OWNERSHIP DISTURBED BY CONSTRUCTION ACTIVITY, AS EVIDENCE OF DISTURBANCE RESOLUTION AND OWNER SATISFACTION. c s cumcErcY sur ar. 3. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH THE swore CTIYS STANDARD SPECIFICATIONS AND, ALSO, IN ACCORDANCE WITH A CRY (JOB SPECIFIC) 25. EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE PROTECTED. sroRw oRACwcc Gs Rrsm - APPROVED TRAFFIC CONTROL PLAN. A COPY OF THE APPROVED TRAFFIC CONTROL PLAN SHALL REPLACEMENT SHALL BE AT THE CONTRACTOR'S EXPENSE. u/c °"�'A"c" EA BE AVAILABLE AT THE WORK AR - � 5T0fg1°w^1°E"11XX0tE 26. THE CONTRACTOR SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAMES AND 24 ows courts rroa1 oRswuoC arw an 4. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY TIME, WITHOUT HAVING FIRST HOUR EMERGENCY TELEPHONE NUMBER OF TWO (2) PERSONS WHO HAVE AUTHORITY TO RESOLVE OBTAINED WRITTEN APPROVAL FROM THE CITY ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR PROBLEMS, TAKE CORRECTIVE ACTION AND, IN GENERAL, WILL BE RESPONSIBLE IN CASE OF ANY - ■ Sf0A1 D1A1N^cE�^'❑'a mt rscnuRCous "arvuCrRs PROVISION OF TIMELY NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS TO AREA WIDE EMERGENCY EMERGENCY. THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR, IN WRITING, OF ANY ALL / � ea rwr<ru ccCss saAw/K„�,e��� SERVICES (TIGARD POLICE DEPT., TUALATIN FIRE & RESCUE) AND TO TRI-MET AND TIGARD ASSIGNMENT CHANGES. G1CH Bl N gT11 M/NLMMI"CM SCHOOL DISTRICT AND OTHER SERVICE PROVIDERS. o�uuR vert . sCrea�sssaCw 27. THE CONTRACTOR SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAME AND 24 HOUR 5. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SWILL BE PROVIDED TO THE GENERAL EMERGENCY TELEPHONE NUMBER OF A DESIGNATED 'COMPETENT PERSON' RESPONSIBLE FOR ssrCutC asn arum vwzr w " w/�"C "o CP MOTORING PUBLIC BY PLACEMENT OF AN ADVANCE NOTIFICATION SIGN AT EACH END OF THE CONSTRUCTION SAFETY AS PER OR-OSHA, CHAP. 437, DIV. 3 CONSTRUCTION, SUB-DMSION P - sU­ 5i0fl10RA scT°u" /_ CONSTRUCTION AREA 72 HOURS MIN. BEFORE INITIATION OF CONSTRUCTION WORK. (MIN-) EXCAVATIONS. THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR OF AN/ALL ASSIGNMENT sCT M.A s ncx CHANCES. sroew oRARuce oecR exn osrmreu urrm uRC(sO e w T 6. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING NORMAL DELIVERY SERVICE AND MAIL SERVICE AND IF NOT, SHALL BE CAUSE FOR WORK STOPPAGE UNTIL 28. BEFORE PLACEMENT OF ASPHALT, THE CONTRACTOR SHALL CLEAN ALL NEW STORM SEWER LINES rRusr.�roR wEFFECTIVE ACCESS IS ESTABLISHED. AND NOTIFY THE CITY TO COMPLETE A PRE-ACCEPTANCE VIDEO INSPECTION OF ALL NEW SEWER -- smRw oRrxuce rRCHCR owa+ Fawn Am Rao LINES. THE CONTRACTOR SHALL PROVIDE THE CITY WITH 30 DAYS OF NOTICE FOR THE VIDEO Foua�ROR Roo w/cw 7. TRAFFIC CONTROL DEVICES, FLAG PERSONS. ETC., SHALL BE IN PLACE PRIOR TO INITIATION OF ao GR tR�rw rac INSPECTION. ANY DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OF FINAL UFT. ■ Fawn ro"Roo w/uv CONSTRUCTION WORK AND SHALL BE EFFECTIVE& MAINTAINED. F�wR,o eRass c �°PNM t""r'c t'`"r Fawn eRwss scAzw 8. PURSUANT TO TIGARD MUNICIPAL CODE SECTION 7.40.180, WORK IS PERMITTED BETWEEN THE lk raxo eRacs sGCw rM'wsRFx HOURS OF 7:00 A.M. TO 7:00 P.M. DAILY UNLESS OTHERWISE AUTHORIZED BY THE CITY RCorsltaw Rae f0�'°in s`wn.eeao sRAC MANAGER. • rouo eCAniwva 9. HOURS OF CONSTRUCTION WORK ON COLLECTOR AND ARTERIAL ROADS WILL BE UMTIED TO 9:00 Yw1ER vKSC rRAfr1C Catllleot1l11 AM.-3:00 P.M. UNLESS AUTHORIZED BY THE CITY ENGINEER. NO WORK WILL BE PERMITTED ON w1 stow-oFr vxw rr trx r�.RO Ro�T cROA ewp COLLECTOR AND ARTERIAL ROADS BETWEEN 3:30 P.M. AND 9:00 AM. UNLESS AUTHORIZED BY THE CITY ENGINEER. wsn»iar� u/c rwvrx:srxsu uRC 'E' 10. MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE (12) FEET; PEDESTRIAN TRAVEL SHALL ALSO BE FAC kY~ PROVIDED FOR. NM1ER srwn Far Rl.w.rtrmc 11. THE CIN RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL REQUIREMENTS AS MAY - sa ro T BE NECESSARY TO EFFECTIVELY CONTROL TRAFFIC AND TO ASSURE PUBLIC SAFETY. asrCR ARC oCrecnan m"ora ss Ros urtR wCu 12. THE CONTRACTOR SHALL NOTIFY THE CTTYS INSPECTOR, TO BE DETERMINED TWENTY-FOUR (24) HOURS PRIOR TO COMMENCING WORK, TWENTY-FOUR (24) HOURS PRIOR TO ANY STAGED INSPECTION AND AFTER COMPLETING WORK COVERED BY THE PERMIT. NOTE: °,vncw¢"Crm lsRan 13. A COPY OF THE CONTRACT AND ALL ATTACHMENTS, AND A COPY OF THE APPROVED THE EXISTING STORM DRAINAGE SYSTEM IS LIVE WRING ARrGtro"SPRIIMlO1 CONSTRUCTION PLAN AND ALL AMENDMENTS SHALL BE AVAILABLE AT THE WORK AREA ALL CONSTRUCTION, THE SYSTEM WILL BE SEVERED IN MULTIPLE ""'❑"1N11O1E °'Vb`"'e ucree (D-L) WORK SHALL CONFORM TO THE CONTRACT TERMS, CONDITIONS AND PROVISIONS AND TO THE CITY LOCATIONS_ CONTRACTOR SHALL CONNECT NEW PIPE TO OLD APPROVED CONTRACT PLANS, AND APPROVED PLAN AMENDMENTS AND TO THE CITYS STANDARDS PIPE SO AS TO MAINTAIN THE FUNCTIONALITY OF THE SYSTEM oRww�wa raRrtw - wneox AND SPECIFICATIONS AND TO THESE GENERAL CONDITIONS. CHANGES TO ANY OF THE AFORESAID WHEN NOT ON THE JOB. RosC • Rnrs RwCR eox MUST BE APPROVED BY THE CRY, IN ADVANCE OF WORK PERFORMANCE. 14. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE uA WATER u'C�m rows R,wtx Rox CONTRACTOR. THE WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED IN A CLEAN CONDITION, FREE FROM OBSTRUCTIONS AND HAZARDS. CRATES, FROM CATCH BASINS THAT ARE REMOVED OR C�c,Ric ,Esr°rr 15. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE INSTALLED ABANDONED AS PART OF THE PROJECT, SHALL REMAIN PROPERTY OF THE CITY. CONTRACTOR SHALL SAVE AND RETAIN AND MAINTAINED MEETING THE CLEAN WATER SERVICES AND DEQ REQUIREMENTS. THE CITY MAY GRATES FOR PICKUP BY CITY PUBLIC WORKS AT Y TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE ON SITE ALL SUCH GRRA A EROSION CONTROL _ eccvRc wflrR 16. PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A STANDARD GRASS ❑ ¢rctacoGA�ucroR eop MIX; SHRUBS, FLOWERS, BARK DUST, EXISTING SIGNS, PAVEMENT MARKINGS, MAILBOXES, ETC. co""u"rA^o"s""""❑F SHALL BE REESTABLISHED, REINSTALLED OR REPLACED, WITH LIKE KIND AND MATERIAL t{QM; u�rrwc�w>EsTHE CONTRACTOR SHALL NOT DAMAGE OR CUT EXISTING A.C. 17. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE WORK PIPE. EXCAVATE AND EXPOSE EXISTING A.C. PIPE UNTIL P10i1E B0OTM SITE AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY AND THE APPROPRIATE JOINTS ARE EXPOSED. DISCONNECT THE A.C. PIPE vnm Rac RECEIVING SYSTEM IS NOT ADVERSELY IMPACTED. THE CITY MAY AT ANY TIME ORDER JOINT AND REMOVE THE APPROPRIATE SECTIONS OF AC. PIPE ' R CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. WITHOUT CUTTING OR DAMAGING THEM. DISPOSE OF REMOVED A.C. PIPE IN A LEGAL MANNER AND IN CONFORMANCE WITH THE C01"'uR0` 1DC"16 18. OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION REQUIREMENTS OF AUTHORITIES CONTROLLING AIR POLLUTION CENTER. SAID RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0080. AND SOLID WASTE DISPOSAL CONTRACTOR SHALL COMPLY WITH -AA AA COPIES OF SAID RULES MAY BE OBTAINED FROM THE CENTER BY CALLING 503-246-1987. IF APPLICABLE REQUIREMENTS OF OREGON REVISED STATUTES (ORS) YOU HAVE ANY QUESTION ABOUT THE RULES, CONTACT THE CENTER. NOTE: DAMAGE TO 468A700 THROUGH 468A.760. - - unnr Fac wA,nrte DROIT UTILITIES SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE 19. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND urCnr an Rac HORIZONTAL LOCATION PRIOR TO START OF WORK (POTHOLE BEFORE DIGGING IF NECESSARY). SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF FACILITIES BE NECESSARY, NOTIFY �. CITY FOR REVIEW AND DIRECTION. CHANGES MUST BE APPROVED BY THE CITY IN ADVANCE OF WORK PERFORMANCE. 20. A TEMPORARY HARD-SURFACE PATCH (COLD MIX A.C. OR HOT MIX BASE PAVING) SHALL BE v PLACED ON TRENCHES WITHIN ROADWAYS AT THE END OF EACH DAYS WORK. NO TRENCH, ON y oRwuwuu uurwrr SITE OR OFF-SITE, SHALL BE LEFT AT ANY TIME IN AN UN-SAFE CONDITION. THE CONTRACTOR IS RESPONSIBLE FOR AND IS LIABLE FOR WIZARDS OR DAMAGE RESULTING FROM THE PROSECUTION OF THE WORK. E 21. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING FACILITIES (ROADS, ! DITCHES, ETC.) AS MAY BE NECESSARY, IN THE CITY INSPECTOR'S OPINION, TO OVERCOME 145® EQ� DETERIORATION OR DAMAGE WHICH OCCURRED AS A RESULT OF THE CONTRACTOR'S WORK. �p6tM[ER ggg®$ CORRECTIVE WORK SHALL BE DONE AT THE CONTRACTOR'S EXPENSE. /t i 22. THE CONTRACTOR SHALL MAINTAIN ACCURATE AS-BUILT INFORMATION AS CONSTRUCTION ' PROGRESSES. THE AS-BUILT DRAWINGS SHALL SHOW ALL NEW PUBLIC IMPROVEMENTS, 1� INCLUDING ANY REVISION MADE TO THE PREVIOUSLY APPROVED CONSTRUCTION PLANS AND, ALSO, `J��` ANY IMPROVEMENT WHICH MAY IMPACT AN EXISTING PUBLIC SYSTEM OR FACILITY. THIS -1M y pP INFORMATION SHALL BE AVAILABLE FOR REVIEW DURING ALL CONSTRUCTION ACTIVITIES. ALL AS-BUILT INFORMATION SHALL BE SUBMITTED TO THE CITY UPON COMPLETION OF CONSTRUCTION. RE"eus'xm�S/�(o BID SET Revisions and AddendumsCANTERBURY LANE STORM SHEET ENGINEERING DVISION Ng Description Date No. 8 saooxxam,Wao.a,suwsAs C2 PUBLIC WORKS DEPARTMENT A sm.sm�m r.sm.ssn.rassMPROI-10: 13125 S.W.GON BLVD. 2 SEWER LINE UPGRADE. _........._............._..._.._.. VQXf., OREGON 97223 OF sib I F �++o l s�wrVDlC£.'307-638-417J FAN: 503-614-0752 SIN CANTERBURY LANE 1- ~ -�� FILE NO DESIGN: WP DRAWN: Ma CHECK JS 819.00 BID ON: GENERAL NOTES & LEGEND 1 94033 CONSTRUCTION NOTES(SHEET C3-C6) GENERAL NOTES CONFORM WORK TO ODOT REQUIREMENTS SDMH/4 48'DIA MANHOLE 1 ALL STORM DRAINAGE PIPE, MANHOLES, CATCH SO CB FOR CONSTRUCTION STA 10+00 WATER QUALITY(SNOUT)MANHOLE STA- 13+66,03(12.17 R) BASINS, AND FITTINGS SPECIFIED OR INDICATED RIM 285..: TRENCH (SEE DWG RD300, SHEET C9) STA.10+70.79(14.04 R) r v i, ON THE PLANS AS NEW SHALL BE FURNISHED 'SURFACING(SEE DWG RD302. SHEET C9 ?2'Pvc 11 AND INSTALLED BY CONTRACTOR. ALL MATERIALS (EXCEPT CATCH BASIN GRATES) REMOVED SHALL SL ce CONTRACTOR UNLESS RIM 289 a4 ` � +'I I n.• BE DISPOSED OF 81' i�(NW)283 c �, G in3_ a, ._ CLAIMED BY OWNER. +2 CONC(NIF)266 i `- - 1 pr :"%-j hN tI 3i i i _ y N T THE RF F GROUND c 1� ISE)265.60 M 7 'C1 SHALL BE KEPT TO A MINIMUM ENECESSARY TO N _-- -- �� - .- 1�-- - __,._-T_.�. -- 1 -T- i (� INSTALL THE PIPE IN A SAFE MANNER. IN ALL 72"DOING.CSW)480.5 _ _. '_ " '''- -.-,. _ R I. -;-... CASES. TRENCHES SHALL BE OF SUFFICIENT WIDTH s+-... ••_-,. .....'., =� - m�-- - -7=-�-•�'- _r.- _s - ss=-_.,_ _:._-'�- 4".'�-�:-�:�-- r `- r _ '- _"a-Tye :- '-r�-�---'�.*'�•1-- -• =-'�t+ 3+�-- ` - T ALLOW FOR SHOPoNG, PROPER JOINING OF THE SSM77 1! / f '--Ta: �-•�_ -� .�5" .ate - - P. -'` / i i - r ; -;:r - /.-.- f i W PIPE. AND BACKFILLING OF MATERIAL ALONG THE RIM 289.3 ,I (L. '= -:�t _ q / 3"IN(St)?80.5 = - / ,I ..I -_._ -'--- -- '- - -i��-, --- W W INTHEPIPE ZONES SHALL PROVIDE CLEAR WIDTH 3"IN(SW)261.E E -�- E .- --^- - --- )`".�_ -� n` 3"OUT(NE)280.9 It - / /(�J r .i ;• 6 _ / - __ _= Y- __ Z WORKING SPACE OF SIX INCHES OUTSIDE THE l .r - -. -�- _-"-`T MAXIMUM OUTSIDE DIAMETER OF THE PIPE. USE CLASS B BACKFILL (DWG 590. SHEET C9). 6 1r- 1- --- C _,___s i - ° y �_- - J W \ 6 sW T oY�1 �___ - - - - \ 3 68 LF-12'..QL_CL-S6 .-_.------.. -�7-LT"12f ` ', , I' I - $�g,,il tr Si1Q,71 -t �-(�W 3 ALL ABANDONED LINES TO BE FILLED WITH t• S=0.50R S-BABi 10.337[ _ ® I • `. __ _ n� CONTROLLED -STRENGTH OSTR�043R ANDMODIFIED_-___ _ -II - - TO INCLUDE ALL STORM WATER PIPING (MAINS AND (� _ _ _ - D -- J•H ! LATERALS) 12 NICHES IN DIAMETER OR SMALLER- CB RIM 310'3. 0 - /. M 289.20 F E - 12"CONC.IN I )3 f5.2 A (/ COrIC (nW)28'2 S LF 10'C900 PVC 4 ALL FINAL ASPHALT SURFACE REPLACEMENT SHALL 5-42.988 •2"CONC.!N(S .3 s.•i BE T-CUT (DOUG 180 OR RD302 AS APPPUCABLE, 12'CONC.!N(SW).t''s: SHEET C9). .`ULL OF SILT STA_ /3 I_"CONC OUT(NW, SDMH� STA-12+36.54(12.77 R) /11 �I SJ CE STA. 13+67.21 (16.96 R) KEYED NOTES STA. 11+37.96(13.53 R) MW 320.'07 STORM UNE PLAN VIEW STA 10+00 TO STA 15+00 ,0"CONC.(NE)314 8_ SO STANDARD MANHOLE (DWG 010, SHEET C7). SCALE: 1'=20' 5"CONC.(SW)316. SDMH F1 BTM.315.5 STA.10+0287(14.56 R) CLASS '8. BACKFILL 6 NOTE EXISTING UTILITY - SEE PROFILE FOR _._. DESCRIPTION. -_ ................... _ .. ..........--..--. ................ ................ _ ........ ... ...... ... -...............- ....... O ( 300 AND 320. SHEET ) D GRATE WITH .. N .. OO WGSGG EX FRAME.S). 7 EXISTING CATCH REPLACE W . - + 2 CATCH BASIN, 330- '. .......... J-. .... ;....... ...........;.... . ......... .................. ............... U BO STANDARD MANHOLE(DWG 010; SHEET C7). Q CONNECT EXISTING STORM DRAT (NE). + or _ n n g ai i 3 I J 9O ABANDON EXISTING STORM DRAIN. 325- ........... ;...._.. ...._.._._ ._ ... _._. ...__._. ..... _ .._.....__... ._. ....__. _ __.. -.-..._. ...... .. ......... ... WITH OD07 0049044 H BASIN IN ACCORDANCE W F�nnwl e� ' . .. .. ._. .. :.... ..;.. W = 0 ABANDON EXISTING CATCH Z - 0-SA PJC U O CONSTRUCTION OF THE NEW N . EXISTING GROUND AT STORM DRAIN. 320- __.....-ROAD¢. ...... i STORM DRAIN WHERE LOCATION Q © CONSTRUCT FLOW THROUGH CATCH BASIN (DWGS iv�v 300 AND 320; SHEET C8). ® FLAT TOP MANHOLE (DWG 050: C7). 315- CONFORM WORK.TOODOT-REQUIREMENTS. __. ........ ..._..._ ?__.. a -..... _ .. ..... ... .............. FOR CONSTRUCTION STA 10+00: - s REMOVE EXISTING STORM DRAIN. TRENCH (SEE DWG RD300.SHEET C9) SURFACING(SEE DWG R0302.SHEET C9 ! ?�'l © PIPE SPECIFIED ON PLANS ARE ABBREVIATED FOR: AWWA C900 PVC - GgpO pV0 ........... - _.... ASTM C15030'4 OPVCCL 50 DR 31 O- ___. __ Z, ....... CATCH BASIN TABLE 0 TEMPORARY AC TRENCH SURFACING TO COMPLY + StAfon: 13+67.21 WITH COOT 00495.40(b). 305- _.. Y ._._. _. _ _ rcW. _. .. .. _... ......._._....:. ........ Cents of CB(e): 320.0721( .. © SEE NOTES ON PAGEC2REGARDING ASBESTOS. 16.96 It) Elewitim invert Elvtm(m CATCH BASIN GRATE OWNERSHIP, AND MAINTAINING zp s (HEk 317.70 CON FUNCTIONALITY STRUCTION NOTESS(SSHHEET CW3E)R SYSTEM. 300- x,.. g'i m.$ _.. .. -..__. :.._.. ... .. �p (BE.IC ... ..._bi cd (EY DWG 342. SHEETUCT OWC7OVER IXISi1NFLAT TOP G�1 YODOT W - \'1 57• _ (Sk k STORM DRAIN. r r r 5• (SWry. 31670 SANITARY SEWER LATERAL(REPORTED); LOCATION AND DEPTH APPROXIMATE. 295- 8 W W (HINk ❑ - C80tecAer9e l.aferY .. C. EXISTING MANHOLE AND NE STORM DRAIN D4chnOn to SWNM CONNECTION TO REMAIN. CONNECT TO NEW STORM DRAIN. ' - - AAeteliel: 1C900 PVC D❑. EXISTING 1Y STORM DRAIN LOCATED FROM 515° 290- ...... ......... .. :. '......_. _- ... CENTERLINE ALIGNMENT FOR SW CANTERBURY _- _ Lelplb(LF): 5 - APPROXIMATELY STA 11+80 (SEE NOTE 8) TO p -� DRAIN ANDB.01: REMOVE REPLACE WITH SPECIFlEDGP�E AS a'41 _ INDICATED. LANE IS LOCATED 17' SOUTH OF THE NORTH Slope(%): 4299 ,'.68 LF 12 Dl CL'A ' ' 71E IN NEW 12' STORM S-0.51010 : : : TO CURB EX STORM OFTHE LOCATED WITHIN HWY E❑. REPORTED 45' HORIZONTAL BEND IN EXISTING 285- '---- ° ° STORM DRAIN ANGLES NORTH THEN NORTHWEST...- .. ... ..... ............. .... .... ......... ...._. - ..... ._...-_ .. _.. TO THE EXISTING NE - SW STORM DRAIN HWY 99W {( S1OF�A LTE pp�� VEIN;>sTA ige00�-WA 16e00. j 99W (ACTUAL TIE-IN LOCATION UNKNOWN). 5 "�" : LOCATE AND ABANDON EXISTING UNE FROM 45' )� SCALE: 1 -20' H ' - 0 10 2�.- 40 HORIZONTAL BEND TO CONNECTION AT HWY 99W. 3 1'-5' V HORIZ. - 3 280- _ _.. _ Scow In.Fert ........_... WATER QUALITY MH (DWG 250, SHEET C8) 60" MH DA`pp O O O O O MN,MIN. SUMPVOLRASE TTHHE INSIDE VOLUME O O O O O BETWEEN THE BOTTOM AND THE LOWEST EDGE OF N m LO THE sNo(IT SEPARATOR. BID S E T CANTERBURY LANE STORM SHEET 275- D FF;]c�p Revisions and AddelWlms � ENGINEERING DVISION psy - �1slooPe Date No. By PUBLIC WORKS DEPARTMENT C3 i' 13125 S.W INCL fX60. 3 -�. P- �°"1�757 SEWER LINE UPGRADE • 7VXE-, 03-639 4171 OF °moo" a° IdlelsMr NICE 500-639-4f7i C '"ie °� ����°� M1� FAN: 5W-624--0752 SW CANTERBURY LANE '0 M PpN� MN'W.TOG4RD-MCOV FILE NO STA 10+00 TO STA 15+00 94033 DESIGN:WP DRAWN:A44 CHECK: JS PROD.NO: 16819.00 BID ON: STA ST17+08.03(16.32 L) COMMOVIGIM (SHEET C4) H 06 48•STM MH WATER SERVICE (DEPTH UNKNOWN). 25 LF 10.0900 PVC STA.17+42.87(9.45 R) 5-13.6271 STM94 STM MH FOR NUMBERED CONSTRUCTION NOTES SEE SHEEP C3. STA,57+7+0252.5 6(6.88 R) 09 CATCH BASIN TABLE ����� Q 81N(S7 346.3 ,,p of CB No.: CB Ih CB 05 C8112 Q -I 9 OJT,i,4)345.• - 21 LF 10'C900 PVC G°1',I,a vy ./1, SWlon: 18+7&01(1&85 R)17+06.03(18.32 L)17+8272(1fl43 fa t ' 7 6.591 j::,, M1 7 RIM EkrOm T--t---- _-.�_, i -�-tom,'`-^---�� ♦'1' Q / T_'-��". _�`- y_'�ry ' -- -_ __ ® --- ..+.! 13� f of Cadw d0B(ft 36t.o1 356.21 360.86 � N� ft 357.40 Q W - --r - '-- - - 26 LF tr 3034 PVC ----- 9 O (NEF -.__. _-._ __. 9 _ .Y- W W SW CANTEROMY LANE s-6.497c s -- 5 _ �__ _m�� __- ___ _-_- - f8i00 _ ---.- _ 7- 5 m -mss_ - -_ .w�..�w- -- __�__ _ _ lC.�"4+' (SEI: 34882 7 Z + + 40 LF 12.3034 P 151 LF�� ® 5�8.587C 9. R _.- S -g 5-81070 LU 312' - ui--- ,3 1 0PV .3034 C' a AD: / 34882 / v _.-_ Q .- OB Otrd..p laI&W -__ _- �- -= 1-3 9 - 7 z T - MI, 0bchrgn b: SOME$4 SOME 05 SDNH/8 12 --- 9 - __ _ _._ - ----- u -�-- -'-- _-` RtM 3 2�d DlemeMr Cn) '12 10 10 9 ___ - - 3''N(E).363.: Metedsl: 3034 PVC C900 PVC C900 PVC D C8 10 I:.: 10 3"OLt(NN,X68.0 Lenplh(LFp 312 25 21 R:M 356-3 ,� SD Cd 12"CONC.(NW)353.8 + ® RIM 360.06 f12 Slops 110.85 113.62 859 J"CON.. (NE)354.2 'D"CONI _'., 10'CO.NC.(NE)357.8 STA.17+82.72(18.43 R) LLLYYY J'CONC SE)3`+4.0 3TU.357.4 SDMH f7 48'S7M MH FOR STORM UNE ON STA. 18+91.96(841 R) GO h SW 109TH - SEE SHEET C6 STA.16+76.01(16.85 R) 9 1 390- 375- __ STORM UNE PLAN VIEW STA 15+00 TU STA 19+50 SCALE: 1'=20' - i 370- �. ..__._ „ .... ... 385- • 2� Zww +Oirn o y w� +PIG ,^ j ? NN ♦♦ YI o m 365- .... pM�NN.O.... .. N NKW.W W... 380- .... .... ..... ......... ~+�00... RR +n oso O.nOm : 4 360- N =O 375- 1O W10 z + W CCU _._.. O J W _.... . EXISTING GROROAD VND A(L - co ~W 355- _._ $ _ __ _ � 370- 12, .12 g3A W EXISTING GRORROAD % - 3A pJC �„ - - �. Z AO 1F LLI yb 3:350- 365- ^ V W 345- ,..__ 360- LL 26:LF 12"3Q34 PVC : W W ,6Y 1F yB1 S=6.495 (11 + Z W 340- G _ __ $ 355- J LU_ V ff to V � 335- 350- ±$ �F- ._. ;,._ __ ___ __.... _ _ _ _ _.._ ' _ 10 W ' W= �+� _ _ CLASS "B" BACKFILL g 330- J `........STORM LINE PROFILE VIEW 8TA'16+00 TO UA 17+75 __ __ 345- _w SCALE: 1"-20' H STORM UNE PROFILE VIEW STA 17475 TQ STA 190W d V 0) V-3, V - SCALE: 1'=20' H . L V 0 10 20 40 za325- _....__ ... _. CIASS..V BACKFILL .........._ ...- ._.__._. _ -__._ _ ...._ 340- _. .... _.. _.HORR• Scale In Feet OO O O O O 8 O Q a CD Im BID SET ggn�-M�l Revisions arld WNO: INEERING DVISION SHEET 4�• LIC VNDRKS DEPARTIbENr CANTERBURY LANE STORM s000w.m.leasur74sJ SW. 114(1.BLw. 4 - - �"� SEWER LINE UPGRADE of • amsn.lmll.smsvr lees �. 0WE6101�1 97223S�tT-6.T9-4177 SW CANTERBURY LANE10 SOT-624-0752AGA41D-QILGOV FILE NO AENEW5. ,;z. �� 3TA 15+00 TO STA 19+50 x4033 DESK3N:IYP DRAYMI:AN CHECK: JS .00 BID ON: $ CONSTRUCTION NCnW(SHEET C5) STA.20+17.10(18.13 L) ❑~ NOTE UTILITY (UNDERGROUND POWER). LOCATE UTILITY BY POTHOLING AND NOTIFY ENGINEER IF THERE IS A CONFLICT WITH THE PROPOSED CATCH BASIN. �` , SUMH 05 48'SIM W 9 a�r .,1 A STA.20+16.96(4.28 L) s: ti"C /9 48'STY MH FOR NUMBERED CONSTRUCTION NOTES SEE SHEET C3. STA.21+47.03(4.50 L) IO s , �, .. + 12 LF 12'C900 PVC d CATCH BA31H TAME IFUME CB$6 C8 e7 CS 02 CS e3 ♦'�W 6 14 13 130 LF 12'C900 PVC /' 5 �Y-- z6.1871(18.61ft)zw17.10(18.131)z1*47.51(3211 R)zt.n.eo(34.06 R) WW S � 5-7.2976 � � � M�onS _-__ •- -- - --- -- rMfofCB(RJ: 361.10 3s13D 390.67383.98 .o., N.�NonOt1 11 14 21 LF 10'C9W PVCS-2.708 SW CANTERBURY LAAE o. `�'� FOR SDMH /9 - CS /2 PROFNE ' '�V W - $ - 3 9.'y S' 37350 378.9(8') 388.30 /My� A _ SEE PROFILE DETAIL A BELOW. G�'3�s� ). l,: _3��� �-�. - O --7- � v�•'�; pr - �s (SEk .399.20 ., ---- - %-- 11- I- - • �k 371.81 390.6(1(') a m �- LF 10'[`900 a S-797X 7 (w1; 391.80 A.20+16.71(15.51 R) 9 MWt o f. 8 12 ONdvgas to: SDMH 88SOMH/e SCMH OB CB X12 `T F•v ' CB 12 Dirnder pnJ 10 12 1z /0 STA.21+77.513(34.08 R) 'YS C8 R o MelaW: Ct1o0 PVC C900 PVC wC C900 P". STA.21+47.51 (3211 R) --'-6 IMp8QLF1. 21 12 137 130 Slope My 1170 110.62 11.37 17.91 STORM LINE PLAN VIEW STA 19#60 TO STA 22400 SCALE: 1'-20' J 415- ......_ .....;. ._. -410 405- -405 CLAW 'B'BACKFLL - 410- _ _405 400- i c%. n�_ -400 V9y 1 p y W W 405- x -400 395- PJ -395 N :KWW + _ -- N 400- _ _.� __._... EXLS`TING GROUND, 8 .., - -395 390- O -390 N vt � 37 LF 12 C90D PVC m : S-1.37% N�O 395- o°o�"$8 _ -390 385- -385 30-LF 10'C9W PVC . 5-7.91 XCLASS '. 390- -385 380- BI4CKFILL _......: -380 O SEE PROFILE DETAIL A FOR PROFILE OF PIPE Ip 170 5.T 2`Iri BETWEEN SOMH 09 AND - - CB #2 385- '-U -380 375- -375 ODH W +. PROFILE DETAIL A N (SUTTON 21+47) H 380- W= 4vc _ -375 SCALE: 1'-20' H 1'=5' V Lu V W $ _ 375- H _ STORM UNE PROFILE VIEW STA 19+60 TO STA 22400 370 N __. SCALE: t'-ZO' H //,�\ a� � t*-51 V 370- S -365 W I 0 1020 40 4 - - HORIZ. 0 C Scale In Feet s ++ + a N N BID SET N Revisionsand A&WOune CANTERBURY LANE STORM SHEET 1 �y �G1NEt-R ENGINEERING DEPARTMENT sa /�'�� Son DaOe Na � xmr.'er�.srls PUBLIC WORKS DEPARTMENT �t1O"ggO1A0" u1n sw. lwr BLVD. 5 aena7m21csm1anle6 71TSVtb OREWN97113 OF SEWER LINE UPGRADE' " � �° aAl �, 14>7 �,71 3W CANTERBURY LANE r.rrt.e�e.�o..w nanegnme FAX: 107-624-0752 10 zYPSTA 19+50 TO STA 22+00 94033 DRAWN:AIA CHECK JS PROD. 16819.00 BID ON: SDMH /10 48' STM MH Su 10+36.87(5-53 L) CONSTRUCTION NOTES(SHEET C6) D M G STORM LATERAL LOCATE EXISTING STORM LATERALS AT CONNECTION WITH EXISTING 8' n R - 'n�'�� - LATERAL A (SEE TABLE THIS STORM DRAIN. ESTIMATED LOCATIONS BASED ON SEWER VIDEOS AND SHAT) ARE MEASURED FROM THE DOWNSTREAM EXISTING CATCH BASIN (NEAREST EDGE)TO EACH LATERAL: EXISTING 4' LATERAL (250); A {��- ." 9 A EXISTING 4' LATERAL. (75.4'); EXISTING 6' LATERAL (128.5'). 82 tYs+ 6 1 S 1 LATERAL DISCONNECT EXISTING LATERALS FROM 9' DRAIN; CUT LATERAL AND GRIND AS NEEDED TO CREATE A SMOOTH AND EVEN PIPE END, AND U B LATERAL C ',104y 9 °s < SDMH /12 48'STM MH r. JOIN TO THE NEW LATERALS. { 4 _ 0 q - 3 21 LF 10'0900,PVC Is OPS, A STA. 12+92.96(299 L) STA 12+94.87(15.11 l) 0 ESTIMATED LATERAL LENGTH IS 12 LF BASED ON 10 LF SEPARATION it k, _ 5-1.117f _ _ Q t '4 BETWEEN THE EXISTING 8' STORM DRAIN AND THE NEW 12' STORM 13 •12 LF.4' B ' 9 _ DRAIN, PLUS AN ALLOWANCE OF 2 LF TO COMPLETE THE CONNECTION I a _ E _ !� 8 '` ..1�• :o,' WITH THE EXISTING STORM LATERAL. 8 _ - _ _ _ -O ?a$ � .:;;- ;'w .. C. ELEVATION OF EXISTING UTILITIES (GAS AND UNDERGROUND POWER) t r _.`- ^rn` _ 1 0 ° - _ �_ 12 LF 4 u7Y �4 A 9 �=' _ NOT KNOWN. PROPOSED PIPE FOLLOWS EXISTING STORM DRAIN C8/4 ,, _ -- _ _ :`�. --._C90Q PNC \ �$gi plr.,.,n, i AUGNMENT. VERIFY NO CONFLICT BY POTHOLING PRIOR TO MAINLINE STA 10+30.50(18.41 L) g\� 7 - ,- INSTALLATION. NOTIFY ENGINEER IF CONFLICT FOUND. � `.�-c�, 1,i ` ° �+(., y.�"' \�y � = `�� F ," I 1 _ I /8 12 lF E' j D�. CONSTRUCT NEW CATCH BASIN. v �'y� 0900 PVC B -- } s '� si i z STA 10+36.70(15.44 R) `14 �°. E❑. EXISTING UTILITIES (GAS AND UNDERGROUND POWER) NOT SHOWN IN ���� . PROFILE. VERIFY NO CONFECT BY POTHOU14G PRIOR TO MAINLINE �\�� 12 LF 10'C9U0 PVC''. INSTALLATION. NOTIFY ENGINEER IF CONFLICT FOUND_ lk . _ I,., /11 48'STM MH ���.\` p 1jy� F�. CONNECT LATERAL TO MAIN WITH INSERTA-TEES (DWG 530. SHftf LFJ 13 LF 10'C900 PVC ` �y S-7.38x ,l STA 10+97.86(6.17 L) r. ....... ca). 28 LF 12'C900 PVC .. - �� 5 S-193X \\'•� 14 - FOR NUMBERED CONSTRUCTION NOTES SEE SHEET C3. I C ` SW 109TH STORM UNE PLAN VIEW STA 10e00 TO STA 13+50 -� SCALE: 1'-20' 7 CATCH BASIN TABLE CB p9 5TA. 12+90.88(15.46 R) "' 19 LF 112'C9p'PVC o r CS No.: CS 14 0818 Can CB 110 5-8.99x Styes: 10+30.50(18.41 L)10+36.70(15.44 R)12+9088(15.45 R)12+94.87(15.11 L) J 4� " a Rim Ele+etion .. .1 Hard CB(A): 380.76 359.72 395.02 385.54 400- _ _ _ ' .... .... ._... hoard Ek-1on(8) N 381.90 N_ +t,dmg$$ (NEY 395- _ +._. W_Z Taw W-.. .. (SE): 356.00 8 (Sy 36z.30 ISM: 8 (w1: 356.70 390- __ ....... ... ... LarerN sDM sDM sDM sxn CS Discharge „$ Dische t' H f10 H i10 H{72 H%12 MDiernstar(im) 10900 PVC 10900 PVC 1 2 PVC 110 PVC 19 LF 1Y G900 PVC - . ^^ EXISTING GROUND AT S 113 jig 12 385- F.o b Rono s-699x`._,. swv.(°b)) z36 121 1 e.99 z3s ZZdv W4r2r ppn ^ N NN o o r�i 'o n 12 LF 10'C900.PVC p {;8 n 11: S-7.35x STORM LATERAL TABLE Y p 0 n ri!!1� + p �:m$e� 1 d i.(R M ir11. See also conatnrclion notes A artd C an this illaet 380- "tRRn«S vrrcShcumt� gnn �_ N in C IJ W�i1 W vv - Lateral Lateral A Lateral S lateral C g r:' Station: 11+3889(2.7 L) 11+88.43(3.4 L) 12+39-52(4.2L) +o n Diameter 4 4 0900 PVC Ma terial 0900 PVC 0900 PVC 375- : .... j�RR...._.__ ,._._. .. .. :�='.c.. ..;... ... .................... ....... .. _ slope(14) 207 4.85 7.43 wgtyW P� alert♦g Ex.8'SD 387.94 372.48 377.28 �µ a Insert C Ns W.12'SO 387.73 37201 378.52 length' 12 112 12 370- _. .........:....... ..... _ 1m Sea Construction note 8 this sheet 8 365- .........._ m . .. ..._. ...... ...... ....... ....... .... . z 3c 0 Z o ' o - .. ._.._ ...... ............ 360- ` ........ _. _... ._. .. .......... ... 355- 0 __.. _ .... ......... ...........' .... ... .... ;... .. .. ..... . ...... SW 10971'1 WORM UNr,PROFLE VIEW f rA iO.OD TO 8rA 0 y 28 LF 12'0900 PVC SCALE: 1"-20' H 7lT S-283x 1'=5' V 3� 350- CLASS "B" BACKFILL HORIZ 0 10 20 40 Scale In Faat e r (V T BID SET g GINE ENGINEERING Revisions and CANTERBURY LANE STORM SHEET 4� cid Revisions Date No. BY e000el.eu.m.asrls PUBLIC WORKS DEPARTMENT C6 Ly.rn.ynca sra+s •'' P rAwl�l.rmlTArAR r.sol�ers.rms ' 5'.W. N BLVD. 6 17G4Rd, OREGON 97223 SEWER LINE UPGRADE of s P1ACE _ - 503-639-4171 - • �N 18 1ya�4 .ticnw..n e.,srarr � m,,,IBarsel�w F��%U-624-0732 SW 109TH M ro a� li,1M 4� • e1Y14'.Tr RD-OR.GOV FILE NO d'J � DESIGN: MP DRAWN:AfA CHECK: JS PROD.NO: 16819.00 BID ON: STA 10+00 TO STA 13+50 94033 LOW O AAD mal IRBI IWDI OF AT LUX NOTES Fr dbee.W WNr (YNds caw a1W h-h- IY M MOM meaty M SHE IEa RIDIMIS t �•NL'0ine^"""'�GAME1a*M M1Au RUBBER GASKET rop' sglr Wba spree r YY m� :Au.cu SEC1100 SMALL ODAFOft FLAT TOP trrdrll�R eeM (�GI"tE 101°T Femme MIM be seeMG WNh MerY1GM aoMt Mid tam To MNE 1Ea1arMl9la OF AS•IY S478 TactMra na.MRir uPeaRred AND APn1ptEPROWaaDOFSTANDARD (OPTIONAL) (Fade pyMp a 4eY to form e Y n1eL Fid V We Sim SI MUY11O Ilu at0. 1 S11BP9 IeLIMD dl MT nP YAMIalS mL Y mnx. Ebbyy R rw NOTE:; ty1yppee LEGEND -_/ omvt Aw N'. rrrerD�eCOat (See Generd roe ry / M (FdmfMDOYeDE - M'DLA. w�.o mrwealpw.mi caeEi.Pl.csOa,a.tP-_•J tractp aai1rad Rat ail _ Pacad onoMe ,® IDC 2y-� ( A 1°p I _... rraetpNwtNa�y 1:z ceTaa rrrM MAIMIN xr ERaI MONO PIIAE Ale IbuR a f trot I ( CONMIL x110°. "M1B I si sews pM ® ro t v�usw�ia ,a � iu In'wSkIST o >e um (Typ.) ��•) �t GW{1/de N NbF-lMaN x \l1l s a CplaNe bNttl4 LF 4C q r C.-M,bMdL - SIDpe now w#E mil. NOTES: •,�rxADE Reqs(T.,•.aR 61 j min. '•_ r saps WYIL:Sf'IR.mil. + 1. ALL REMAREMENTS WIN n'-478.N9 SNNL CafaN ro M IrON-91,z• � RIBBER GASKET MT IOP 7 I + _ _•.. i ALL POIArm N PLACE mKAEIE SHALL NAW A L DAY RFyFORCflENi 1111®1 GI9ET _ •. -BBL rads 1 NL ri1R 9WL t L11aD MIM PE FW®W1alr STA O OCONSOC p+ BW rOCk Plpe Mats4yen veMM I SUCH Af 1!M-arK w 2 R.6-MM M w1 MIIDI4O M•CriIE OOIYNCEM vtlL aP - smsl (T(Sye OLNa11e1B 7) ATM SS-90M& 4w(tel�'1 8'mn. 0. PAL PVt BE ft�mR(L'IAK K aG8�4W1 RQNa a STANDARDNM0.E Mi TOP se'aA �jgTg{p�e 46`pk..M- ILw", M nM n GENERAL NOTES FOR ALL DETAILS MANWXE No C w DETAL SKPS ' SECTION A-A SECTION S-B ` RRIAE A IVIMEEaa 6aR0M ATO .ESD ORAEaMG eD.� b BAR AROUNDOU7510E 6 OPENING(RBBB.Riley A FIM Sk b Tap) (Base a RM Slab Top) 1. Mk*,An!;th E WM b t m01- roV..I da ftid.dl 7. WA IMM Or r OF MNIHO E SEC" � AGONLSNOTMSIDES W OPIDANG �a� DIAGONALS MA a pt.. MANHOLE WALL aETM PPEMRa (rARY4lE 1 i1 DM THE NSM FACE OF M WIRr01L 2 U.S.G.."When wQe f 1fw bt I-BunMA1aAw R1Y1i1RRh Mrwrt n eRFAKWT t MMLL Fal PSE S W E r YN11M Aie 4' 10� •••••a Er myCEM OF PPENL E S. BIW y be WSCSM a aM'i.pM�L. 0. TNM DETAL uIRMANMOM D TO N1roeCR CROP Cr 24• Fal SANT-CaAEt110N AND 4r POR SIGN Ij 4. AN prVMW POAACAr ShM OOfft1R to On MW MTWft Of ASTM 0476. t0.WIER11O1T/fw1PF1t PROOF MANNgE iRAME NO r YRMN 48' S 5. See Sid.DrD.RDSS/kR Osaka tat d- STREET SA�EE u5in N NL FwSFadi,wo yr - $ S. See Sid.THD.RDS44 AN Moftft baL MCIM yyE 7. S4e SEd Dry.ROG45 kR p"to-we mMISCtlOrr. IrM.M it IEDCE Outside a boo Arr be 8. 54G gid.Dry.80058 br meMoe mwa grid iamL. ,�.i�Emivr. Y MTA FROM IOP a R PPE ro MAN1aE an mund d oas Mmeacloroneg,t Ia1M adamr�gor>�the M.N mnaele ahaA be mmremW GrWe mYxaa. sECna rrpYon d the cmwa w MM1Yole cove 8 R iqt Miowr8 10 M-pial d1IrrlBur-I..WMi pip.r Swe L m trarlr not Mahn --hast.'A'ife(TYPI -all (9es Mawr.Yp 1 S) 11.Lm ,dev d n.dememr.Mope•a I n..bewd pk*.)vri..see PoJ%J PF e. t +• t _ t _r a/,AQ1MX IEIafT OF PPE NOTE: FRAME TO BE PLACED NEAR A 6 r 6 a MMYN 0O.0 E sapoRl w4s1 aAreEl ro D.a.DPAtr_ NfA_______ -vase ----2-15 -yam! UPSTREAM PIPE AND NOT IN CENTER __ rDiE:w _ wYv..a Y YMaMW a tc'-0•caPACTFD OF FLAT TOP. RASE YAIEAIAL 9• wwU.N^MVNN awrJAar�V S1epe,whet mqukW I I OREGON STANDARD DRAWINGS (see parte]note 5) NOTES: The selrxlion rrid usF MRYS A-(,�8. TreaNW.B(T �"°"°Oe"°;"a°� STANDARD MANHOLE ©�W���v FLAT TOP MANHOLE �� ��eS (gee GNrral nada 5) a cepMd V wllh YNlen H.4Y a bL make ICOM sacepred NNktaedrp PrieclPlra SHALLOW MANHOLES Oa wrdwl M ds. Ot arril.m b AWT. D for hems in owdw of c deb. andpracbwe w ft ede u.msp DRAWING NO.010 RPASED 02-03 ORANiNG NO.050 TOP VIEW WMn F1=42w N iaa onA Maps TOP VIEW 2015 N (Base,Riser 8 Rd Slab Top) (Be"8 FIM Stab Top) �usetl CO '0 e _ - Replsfered Prde.SSional Figlneer. PRE CAS,TL• E (R)SAN- TARr w,ER aLr Effective Date:June 1,2016-November 30,2016 RD342 I'FLAT FACE LETTERING (RE-�FSSED FLUSH) NOTES: pJli'p Wq`S''F-i ROm 1.ALL STEPS MALL catOA1A M ME O �D ® O s RE E1nS OF ASTM c-47L 0 L M STEPS MUST E Tre1R A e c I 1 AU.STEPS 111TL A YAwInE SNAEL l 1 o a E OF ME SAME DESSN,TYPE,MW O )'r0 0 ' o �r aSw(- F~70 sTan 0 0 5-3/4• 0 0 (1)OPEN �Ay O SZ - P C<MOLC- (16)3/a' 4' SANITARY PIAN VIEW HOLES AS SHOWN COVER BACK 1D-a/a •r I-�-24 3/4" DIA- 7/8- COPOLYMERIn POLYPROPYLENE PLASTIC QG 1/Y tRAaE L toegltMENr r >Y I � - F� 1 1Y oe 2 7/8 6 T s r "50. -T 1 1/Y 7 '/r s0 PICKHOLE DETAIL _ys� 22 112" D . r I " SECTION VIEW q n• 7t R a/4•aAlvw®BAB 1 •••I �l�GINE � MATERIALS: $ 'r 1. 51BUBAM TYPE NOT FOR USE N 7RAFM AREAS OF OOLUWM AID ARIERM STREETS /I IALVANEZEro: •. 3 to(S/4.OM,)GALVAi�D DEFORMED REINFORCING SM. 2. COVER AND FRAME s1ALL E[nLY CAST IRON AM A,48 CUSS 30. SEE DETAIL 1110 FOR MANHOLE FRAME SPECIFICATIONS. REREORCM EWE CONFORUNG 07H ASTM A-MS GRADE aG �. .V: 1 COYER AND FRAME TO BE MAC1eED TO A TRUE FARM ALL AROUND. {x GALVAI®OOMFORMW MTN AMA-121 A NOTCH ED FON LPTNG HOOK •E 1y�dA/b\(,'Z PLASM MUST COMPOIN.M �a>d SUBURBAN AND STANDARD STORM WATER +y M pl° ' SM NEMr=aMD em WIu M 1/r OLADE eG MANHOLE FRAME AND COVER �yjpQ MANHOLE LID C7eaElVifa�t $tSv1Ct5 MEEIM REOUNDO 05 Or AMM AMS EMCAPS111AIED e wM wimnol maw COPOLYMER POLYP OP'LEE DRAWNG NO. 110 SANITARY RENSED/2-06 Oa Wrt1 Y 41St. RENSED 12-08 WIN�,ED SWAM DRAWNG N0.120 BID SET 2t ,•Fa GALVAF®Sar ReViBI0I18 and AlYf16 ENGINEERING DVISION CANTERBURY LANE STORM SHUT E, MANHOLE STEP D1roB "� a-DMe1mtRN,a.aM4PROJNO PUBLICWDRKSDEPARTMENT C7 DRAYMNO N0.100 RENSED 02-OJ :ePar`tT4Nr. 5aojr Eo>lFSmm1'3j)(, S`p �pyJ SEWER LINE UPGRADEOF FOFCE 50.7-6JD-1771;,w. � SW CANTERBURY LANE FILE NO ro DESIGN:WP DRAWN:A41 CHECK JS 819.00 BID ON: MISCELLANEOUS DETAILS SEE NOTE AT TOP OF B STAIDAXI MT_•D2J YE STANDARD DRAWING N0.320 FOR NO. MG. AAAtter SM RL]Vlla FOR LVtGE DNMErER �� iRNE AND COVER S IM � MANHOU.ES SEE RA A7 S PP STANDARD DETAL Hm �-GRADE RN0.R(2'.•-.tM I� � ,,,,,,,81 4.�,:I I�_ MAXMIAI f-BEE NOTES F ST IN NON-.91RI,N GROUT A ­NG RINGS NOT ALLOWED MOTES: G Ra Y-Ir• r....° LL MAIAKKE 9ECO TIN9 STALL CONFORM TO THE REOUIRBAENB D u OFASTMC� ANDAP%.MABLE mr. PROVISIONS OF STD.MANMlE -- DRAWrAaNO D1a 1 INLET AND OUTLET PIPE NOT TO EXCEED �.w.... ~ IWL)IA _ 1 PRONOE SPECLIL DETNL FOR OU— I r 1 ROW CONTROL EXCFJEDING tf dA BF WRMR �"' - A­ 4.ALL pJTLEIS 91,AL1 NAVE RDW LONIAOI Mla wa•NFC• JJ A— DEVICE 'NATa'^°"T '°"'� PLAN VIEW RECESSED CURB INLETS S,gIT OL-'I�1FA-0fHlt6 SEFNMI(X1 ..a•.dn TO BE REINFORCED PIPE TY� CONCRETE INSTALLED IN PLAN _ ACCORDANCE WITH Wlap WI MA SEE STD DRAYq MP 32O ANI1SIfAgN DEIALF P CSHolm B J cum TOP Of DRAWMQ MO.310 dA,yR tR PRA,NE Aro CMEB. PINI AS '�NDGOS ARa URNS Fdl G1LN BKaK ARD MTFR OLLMIIY SDBETIIES SW{L BE • PAVOENT ft �� AS MNWPIGT,I® BY, ALL MooDB Aw TRAPS FOR raTCH BAsas r of a DEIUTIs srtTP °� , � AND WATER QUALITY STRUCTURES STALL LYME.CT OaT71 BE AS MANUFACTURED BY: (M){St- n.)(5C0S{O-)t 31M FAX BEBTM GEMENIPRODIICTELNC. FH S�(�b••Mrq wpm M(M)3 -T- OI.EMSEP n = C) I.OINrE i•CK ]• 53 MT.ARCHER RD. v ff Ol.T IYME,CT�M7l ,B. °B� EOIVL I 5, IUr 1` I{ FBS%t]t-0277,(BBO)M]ti]t1q 5r 1 ALL NCOD6 SHNL S LON5IRIX:Tm OFA SA4 R0.IW Cm MFSN iX]NPIMDE MTM 1 I RI- 3 YAX A%TOLL FRE (W) STU{dWB d0 Ofl CIV.T ExTGBdR RN 91 MN A YMaL 0.IW LWMIE 1Nd(IQ6 I I M,'Y Y WEB SITE WNW.BEEGUA, I 1 ---.E OIRPm NTH A MTERDdR ACCESS PGRT.A IIA.•NtINO FIANCE. I 1• OR PSITE ROVEDROUAL OL aFLOAll I r AND IN ANfti$IP1au VENT AS t—L(SEE CONFIGURATION DETAA) � X ON SURFACE CANNOT EXIT PIPE r FAR POURED N A ] t. 11E 5�Na Pp9TIM(F M XODO$Wt1 E O[IFTUNIIm BY CLARET PPE 93 AS _ —PLACE PDR MAMFALTRAY RECOIYDWlI01l 5-MEN i� SUMP VOLUME AVARASE PEANFORLENENI / Ia a YAt MINMW YA%LaM 5. THE BIiRON UT THE UU00 SVLL E%TFID DOrMPXA110 A 06dNli OF 1B-FROM I.E.OUT. FOR IVIF fil a \ sada OdFL NONM1 ,a a a•La a• I p s aarAa Nu w A w0 a. rrc ANOtiSFMUl1 VEM SYIl Exna ABD•E IlDaO BY LFSWIN OF]-AMI)A NAXaRAN OF v aa-NxG]NONMQ ro srmX.TL1RE COMRd1PATKMI .. - - Ar ns ONCAm•a lf.Ia 7. THE SURFAX OF THE SDTUCNRE wf}E THE MIMI 6 MOUNTED sNNL BE FN,S-I 4100m Na E 0' W APL SECl10N A—A SECTION B-8 '...1 ',':.. '.' - a RE HOOD BOLTS A BE SECURELY ATACHD TO SIPLCRX I BML MRN 3/f STMNlF55 a IBA( 5'UFR 80.15 A110 OE-RL F.VTT OlSM[T AS SIPMED tN MNNFACMER.(SEE WTE4 aM ARIL MSXWAIWAN DETAIQ 2 :—STEPS MNEN AST TO' .TO RON LIE OF PPE IS OEATER THNI M-.EE STAHONa •. MSTAIIATpN NSRIUCIpNS SIWL E fIIR,ASIFD WIIN YNlVI'N:iLWFR SUP•SIm DRAMNO NO.IOP SET FIRST STEP 1r FROM TLIP OF AATE SUMP VOLUME REOIUIREMENTS INSTALLATION RI- i MSTALL SWRUCTURE ON 1N•AIIIIN p r O K--O.OOIUPIGRD—MRRYSI �• m ern OCFs0.N°Ow NsrAWIaN NIT 9WL NN0.110E RDNFAtCEWENT FOI PRE GEST,AToN BASIN SVLL BE BLEAR N¢ ASRE A 14 5 OANX N OR tEIOED Wnc SECTION A-A A NsrN.uTILN wslMxmcs �B"D�TM A-NT. HOOK BAR M•Cf NWMw RLaEMD L PLC AHII-SXYIOx YDIT PIPE Ara AdvrER S ALL I O tm NTAACE COlKPEt[SWNL MME A m DAY STRENGTH OF 3000 P.51 ANDA SLAP XF r M t". P Gl-PFSISTNNT CRUSHED CFL.FPW GAStET WBN TSA gICXMa a OIIN,IEL WEST N ROW RIRd1fN APR1UTpH5,AS APPROVED.ALL OINFR APPIICADONS BEOI'ME AN la"SLAW DETAIL 0 ]/f sAINuss BIER BOLTS NRC'B LOWEST PIPE AVERT. E AMOlIOR SHIDDS hIAL A1PB®03LNE REQUIRED U•VNDT BE LOCATm N SflEMU(RANDS Olt RAN"WNCS WATER QUALITY WATER QUALITY GUTTER & CURB GUTTER & CURB INLET CATCH MANHOLE SNOUT A CleanWaher Services MANHOLE SNOUT B CleanWater Services INLET CATCH BASIN CleanWater ServicesREINFORCEMENTCleanV�ahr Services DRAWING NO. 250 ( ) BENSED I2-06 aR...m,�AN"`1°" DRAWANG NO.260 (SNOUT) ' " ,2—. °'•°°-""""""'"` RENSELI,2, G.,�_�a............ BASIN (CG-2) � o.N R...:metMda.r. DRAWING NO. 300 (CG-2) DRAWING NO 310 RUBBER AF"S T STN l0]1,SDR]5 OaK MTO EFlllpt 6 AEE,E KiEA 9FEE IS PLA®N NAE A AULI III 'I f{r x r RUR LL, EZZZZZ3Mz STANIE55 STEEL BAND SEGTREs UPPER IVU'OF RU®CA SUGM TO TIE P4C II116 SrANU:is STRL BNNO SHNL BE 300 ARES W BMD-TI.CAOMMN PLATED tAABON STFF-I]a ATTAdtm WITHCI I !EM SDTiED SECTION A—A r.X, 3 rD1IPtETE RIaBER stEEVE wnlLEs A MOmm E4 NEAT,NAT lams Ir N PLAN Ir n, r 3 2 Alm Ira • U/f aado ,' .a ATM B B _ 3N r MT PLAN w,BN I,AIa Alo .35 MINIMUM WALL THICONESS `AIM f SECTION 8-8 B.aN.AA FIOIE- �i� CONE T.ALL INSERTA-TEE HOLES SHALL BE MACHINE DRILLED AND CORED. Ci E R 2.INSRTA-TEE ARE MOWED IN NEWLY CONSTRUCTED SEWER MAINS 12'AND LARGER INSIDE DIAMETER(I.O.). SE /1&XIBPE FRAME AND GRATE TO BE NEW STRUCTURAL ASTM A-35 FLAT BAR STEEL OR APPROVED EQUAL 1.SEWER MAN SNAIL BE TWO 92ES(NOMINAL I.D.)LARGER MAN ME INSERTA ADDITIONAL THICKNESS AND REINFORCEMENT SMALL BE RqNNh )IRED FOR STATE NONNY APPlTION& -TEL {.HOSE PCE SHALL BE MINIMUM.35"QUAL THICKNESS. OIImON 4b Z• CATCH BASINA( w ? `� �• � RENEwsIxIJ+/+�i ,QQ�QQ FRAME AND GRATE (CG-2) e�ve� Services INSERTA—TEE C�eanWN�r Services RDRAWING NO. 320 RINSED 02-TAT Ov r..Nwl4 a—. RAWING NG. 530 REVISED 12-06 �4 BID SET pzT Revisions arldAdderMums CANTERBURY LANE STORM SHEET 4 ENGINEERING DVISION 14 DeBNxpton Dais No. ey saaoL�RdaS,B>,sMPROJ.NO: PUBLIC WORKS DEPARTMENT C8 S sDu97 �j B•A7..SBTSiN{3413125 S.W. mu BLVD. 87rAw, oft-CON 97223 SEWER LINE UPGRADE OF VOICE 503-839-4171;„ �� SW CANTERBURY LANE10 FILE NO ESIGN:WP DRAWN:MA CHECK: JS 819.00 BID ON: MISCELLANEOUS DETAILS 94033 FOR ALL EJ(CEPT STA 10+00 TO STA 10+20. FOR TRENCH STA 10+00 TO STA 10+20 FOR T-CUT INFORMATION ONLY. As required in Off typical sections Street Street of construction Plane CLASS "B" CLASS "A„ Area _ R.rn v.e. 1' T-cut see Surfacing note 1 6rrbr9 MULTIPLE INSTALLATIONS Topsoil or as AFEACE RESTaunGN NDIM EXaS3 NADME U_0eI IAL Top of auoPade rd,,,�Toosai or 'gyp directed AS SPEtlFlm F'"�'LENENT ' BeisiiiiFi1e -, e_ + Base Material _ —t ena6RAx•'•wA.C-a.vPc_O•nI N+ PPFD g$- IRI M) s O °no a `aOALBB All Af Pea. MK WAGE 24'ETWEs I E� a csmUea * 3 wlaOne 1r D4 dl. ° wOe TO wasXMwv� o° G" 71 7 Y�FtA� vnt �3 dA YA7�AL o EARTH TABLE A nooIt rn 6 Nan"(b1 (M .EEoa Will It Cn I. .e; T• 4 10 4 e Pips"m 6" Min bedding . •tar:'; s 10 4 a below outside of 6" MIN O MIN s/4•-0calaED -. t/y a 10 a 10 li Ta "9 pipe bell 3/4" - 0" ttGLx ;6H"MW. •• • 8°MIN,t oD.PIDs e• rrc za4: to 10 a 10 Te.rete..Mrbm I crushed aggregate 12 12 8 10 rtesa6Pe�r rsq.Nad - �B°`M60 e 0 15 12 6 10 GENERAL NOTES FOR ALL DETAAS: Pryr-o \, ° ; ,o a"j 16 1e a 12 E.. _ t.sMte.:,B w a.aa stem enell oompy ww,w�E en Sid.D.D.Rwoz.IS 2' Min Trench ° °&poo 1, / 21 16 6 12 8° $e\ 2 F.IAPB lam,Yl.rov,km.nt areae we.r.e,a nmol .&W.1 nae be foundation a % 24 18 6 12 .rase eo^the ooeM'3e'ael^.w.baeas°�..�:°n'B-°°.em">r Poe se"'w°r. stabilization 7• 3D 16 6 12 a.Pgas owr r£Seava.ere weaves.and ere nqb me mawdn ewa-g>r 9 if required mala STABR1 aON, 36 24 a 14 4.See Su Dry.ROW6 br nma Mr.d.—(Ma,r,piiatlt. 1/3 WE 00.PWS 4•MN FOR PPE 41AL1Fle 1HNe IrP IEWPFD,rPTNa STABS a- 42 2+ 6 14 1PPE aD Poos a'MIL FOR PPE te'N°—oEe iwo Plan rPw a WA /2 14 T qg 24 8 14 ____ . ____ .e.m,W.m.,a___ ,UL M 4______ OF BEDDING NATERI L NOTE 8't 24 6 14 NOTE' S, 1e 1. V T-CUT FOR PIPE ONLY PROJECTS. NOTE 00 24 8 14OREGON STANDARD DRAWINGS 2 JOINTS TO BE TACK AND SANDED. Tr.setoewe as use mrMe All COMPACTrKkR REQUIREMENTS PER 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. AASH70 T-99 AND ODOTIAPWA SPEC 004Db. 06 24 8 14 s.,bae wa,.l"v.wxr.ccs �.e TRENCH BACKFILL,BEDDING, 4. REQUIRED ASPHALT DEPTH TO MATCH EXISTING OR 6", WHICHEVER IS NST I e~aaWed ergtiw.,I.-,9 PI.P.r PIPE AND MULTIPLE GREATER. INSTALLATIONS 7 FIX finea over T2'G aeF. _,­e k Ilia a.b rppPrf Qn"K� ww n MO SGYE TRENCH BACKFILLsaa,n al noe 3. zot5 gNr WIT' ggpgydAp C' a w.rnw amsabrR a IKIU6�.Eewc.P.c TRENCH mw.Na DETAILS G9eanWaicr Services °P"""°°��°"°r"P"" ' , DRAWING NO. 590 REVISED I2-06 o.rcome�rmrutncic.r. .PIXrARrwta BACKFlLL 180 Effective Date:June 1,2016-November 30,2016 80300 NAY BE USED SHORT TERM No � W/UTEITY a K AIm W/ mrta , sEp,,ENr<preu.,vp pac�w.oF dA� Min Mieth= ILdleF wldM 2• Seal wrface over Joim PHASING a DEVELOPMENT - aRragawro 9Fderre rc EmrieE r�s,amiAwrnrL Am leAartrw.r¢°unAu4.ar eE IV L q meD4 w;th tau,material arlG earle IIII caarN.erla..crrvrtrtsuwr.vdow+rm.a>f vcAVAibrrun uawrbxaF avE ano,wo PaaN ocroan,rinax.n wvs,Bus,vFua mYr. Sae Qenerel lbte9 (AC Patch only) RDW I I [I caa,mlcno.nuu+rarcmN.ruawnms• oANm .0 r.a:swmoww,mc.nn.vaEseo..�mse E49 W� 1'REBAR FOR BAG REMOVAL owwnwcr wrAmEa raxro rE,moaAar srAesew —` "�I .wRa.®AwRFArt em.uR *AwEo on.0 oow aNAOEarabFa oFr�ow M"e'm"oFrr.+a'ceeo sa�ear.u�v . I lack tat ebg (AC EDM— CATCH BASIN GRATE amts AfiaaE.U.stw®ntae an a rr4wm eve.0 aim wtFT nwra xvxe = bOPmPear+�°f,teEaDa`"rev,sE OFM°�,aEM�r�Nr a�r, ..ara Fe °aebPmrN°1P°m rwunna''m`:looA�a"'EE..c'e`oµrr"•"ten -,:Y, w L enArs v+bs aEaiPmmrtruweAer e.srraAe aeAx waP smuFm swuerwaorwm Accwowc mrre o.Eco.osvwrawr /�. amS'v w� _ sEouFHr Mnr ansa ururtuwt.r wA.wm Foosraw cevrtns oa.ra fE wArs aawArae coots (EvtTturhed ba CATCH ar cwraa..wmRae wlcw rt aAe rrFwm,m A Iebrrr 6 vsmttNewaia ssrAer. (Eat9) Campaaed 1 hese. 60" � AREA DRAIN °^tlero"E�G'�" " a�rB2a. CATCH BASIN EXPANSION RISTRNNT s �� wrm mase eal" w..a raE sso.mrr�rElrrlw u+wcnrerr eaa alaAsnaw nes—a Ar C eeV�1l ph. ' e AIn HIE OF,mx oao,�t�w.•wamY.,9War.arFrpinE mo.B,aroaAeE wVI'..°N ab aaoe.L FLOW wAAra oaor�rowcaee:uwrcerwn.ommw..rES 1.em ons cwruwArmmasw,nenwA.rt.awr.Irr wA.rE,umAo I Co posed trench t- •j° r �owmwmn as Geeebrm aaao rnrerauerba beckon es aPeclBed rmFsrAauaveeMrArbR MarFeuawwMrAerwEReaEeoMAnoArnne . ''wrRwe�m' srna rFEa�ruanero s°LaFArE wArmw..mraa wNl.an.raw Re.EAse eEAtrrer erbmaaueEo.Ao rn snare TrarNee waft �) STORM PIPE- rbcs wAPaunmeff PvwnuTAs wrt�Arm DIA wAvaoPsa werlYwmnwbmANterAacedwl Eaoson wb aowerrt coaraa (Ac4Mfj �Il6Hlaw-- FLOW a °�AwP°aa°r abArm�1°'.�wrm�rE�EieaF�navlr.Fe nTwowm wo nATe.wbsaas.0 racaurlwa O nme vsasrwrm ammaa ro se oa.umn wtra owArzrnermcnba N A acRrowa lub aenneno.crlwrrn.r,.Bouo.I,me oFree aumb•rnvEenAre°aseEu r°b A«r sm.rm.T waw.anwea arrr.wmE°Pond.®.rouanRmAr.�m.Ewsr*m at-rm r� (RFIRHUIL NOTES FOR ALL OEFAll9: .i s narlw -r. 1.N axiMNq AC a PCC ITavanaa shall be sawal prbr to repaving. •:AN. rmnra�aA°s mvr�pw,AumArw owva mrar.mrloN rw+Ibe�.rEa.mrn sEn.ENr O0""r�"p"�'`RQfEC'�"'®s Nor eE N1Ni N„neP 41MbTOM`'Y'"E°NOja' z Cm,vete pavemem vau be replawd wlm concrete to a mirlmun thidmass o1 s•or DITCH INLET PLAN VIEW 2X2 KY.'RUBBER eLDDI s F TMTMe E ae ° "a TM" "„ w PF woPe aw.�.o aFEO N M the ttricknem of removed Pavement,whi server le 9reseer. gee In AR As FeoressR mwAenrr.ro abA, 3.Place AC mbc mhimum thkn.of 4'a WN D,ka.of me removed pavement,whichever "'OPIENE Ie Greats.Comp tas speclfled. c � : 6'wwMP of Dopa FILTER SACK(WOVEN) w �sm.en..ner rrw unr ea w.ow.a wrn wuwmrurum.mwrerretr.�F,.rm uaw l.b rMalax AamweNr 8 aPaE r;iFa aA94 � 1. ADDITIONAL MEASURES MUST BE ,a Tie w.mNroPErar ror+mcwE rrmr Pm.wn unae wArFA OREGON STANDARD DRAWINGS s CONSIDERED DEPENDING ON SOIL GOM am.NrFn AswArz wArra mraiawoaA,woa o�i,ea, rrr� TYPES. WOVEN POLYPROPLENE SACK n „w,F emme,abw„Ga ,a,,Aw a..AP REGamEmrm,a eeaAa,b.A,marE Wrbnbrm.nNw.a„w�n,a,aGGrba BIO-FILTER BAGS SHOULD BE � ��e�� ro �ON�°e� STREET CUT 2. t STAKED WHERE APPLICABLE USING ranee Fsc waeAea:aemmrTn roannerAmmaenarxoAvnAAaErooaracrPeecrawwNaco�a*. t�ep PRIry.-f� (2)1"X2'WO0DEN STAKES OR a salarrlla l4uvr*o goenaorlcPFroPa� �r.nrursEl�weurar.ntbE ree.,rnAwrbNar P..tura s+Arw eunc 2015 USFl�_NGINEE-q APPROVED EQUAL PER BAG. W$ FOR FURTHER HFOIOIATXRI 1. RECESSED CURB INLET CATCH BASINS FOR ruRr"ER INFORwrION 3. WHEN USING 30'BIO-BAGS TO ON DESIGN CRITERIA SEE alt DESIGN OFnCE SEE ^"�"`�"%•�^"S 3 YOU CHAPTER 4 OF CLEAN WATER MUST BE BLOCKED WHEN USING TER CHAPTER 4 of aEAN WATER PROTECT A CATCH BASIN Y - 55 FABRIC INLET SACKS. SIZE OF FILTER SERVICES EROSION PREVENTION DRFDaN o 3)Q OVERLAPPED BYHAVE 4 BAGS Nfi.TMS TBE PLANNING ENT CONTROL SEIM p CONTROLIGN u BVBMMIUFACTU SRIC INLET KS TO BE DETERMINED PLANNIAND NG AND DES"MANUAL. RD302 �cqM iv RENEWS:12/11/14 INLET TPRROTECT10N UeartV r INLET PROTECTION STANDARD EROSION CONTROL NOTES BID SET TYPE 5 (�eanV4t�erSavioa FOR SITES LESS THAN 1 ACRE CleanVlF� Sl�vic�s G� DRAWING NO.915 REVISED 12-05 ea..mmllmastral�,. DRAWING NO.920 REVISED 12-06 e`•O•m'R°wr Y.IRa. DRANiN('.NO.945 TENSED 12-O6 I 3 Revision6 and Adde11d6R1a CANTERBURY LANE STORM ENGINEERING DVISION SHEET ey Descri on Date No. � PUBLIC WORKS DEPARTMENT C9 4 C11'E°�ON� 'IJ125 S.W. N4LL BLVD. 9 A E6U6?�lalrsmsariTess .- T� ,f 9�3 SEWER LINE UPGRADE 1541 arrr naawa wP+c VDCE 503-639-417? �a•-•er aeee` Pelee a f,„,, 24 2 SW CANTERBURY LANE 10 �t MISCELLANEOUS DETAILS 94033 DESIGN:WP DRAWN:AIAI CHECK: JS PROJ.NO: 16819.00 BID ON: Tr wire,- Teti W-W4 J*A r pa ea I� C-n4a berth, �.e � ,d (Se•genual nay M r gppe oar.IVAL roto. Ra pard ran.eNr Tr°t�.w. w.%YIL Rbx (Sea games nob,l) N SRV' (Som grtral Magl (Sa.gr B) CwlpaN bbloR 2-K I,mP slope varled'h'rR Mn. Hrr+waaq dr.wb_.h Cm,oaN:Wr,dmr.»I Genera swat dlexbl tbvar Yoallda.rl t TrV•r.a., B'r uV_bd bodom Rrl of`gar pipe So.vr.(8••generr oda n slv vr.rS general nd.n SND°-(Sa•groan rmb 71 Omoleb Tovell tlunul (Br grrr mN,,) macer are, i atom[ (r N ,.: _ _�-� .y. ISea gasses Ibb„) L lbb (sao g nae„i ,�,°eih, OIaR R See gs,vN mY e) vn.N'�mir,. Ob"w, qa I -(8M°18aa IS •.. {g..Y.r,e,r nE 15� Oe�pnNa�al mm,�sj. I Ppa zoo•R7aJ ^ : Plp.:arl.ROP.)':. 61 soya rtleaNl b� s' • t I + (See ge^arel sa•1M. • '-.Isaa gasses oris 15).' bpgen IW dplpb I 'I + � r �T .:...L ease mdr 1-�erl+�•gun.. ..�Y� �fr nlrx ---- -' .. q wlf. N a barb lrm F-r SECTION B-8 T + i•,._�r -I ram«�Rm.) Irmo- 1-k ltaeP leaR'+enl M,�dabroea t«wr pca W't Ryp 1 R SECTION A-A ISBO g°1°•at ndB°j SECTION 11-B SECTION A-A SECTION&B SECTION A-A •Aa.Gleed s JN-pars,Ira- y1--_�,+rI - I gf2bmeram,°w6 T(BSKMegr w�,ws(lTrorpN)11) `.wwlruct�ne veM1 tlaraYl \ r / iA� aMqaW'gaheewY{el lm.arIM-b mwsa,sRomb rmwdrl. - lgu(741 B�I Caner�Vdrar l 3dneas O -01.1 m B� Oevelare riven channel n u hm (sgea-1.B) TITal paa Wo (See 9armrd mN e) A y i ! - _ L --__ __ _____ I _ __ _______ 1 L __ _--_ A t -+- -t- IR L - - �( / \ Tracor whe(Tvp.) IS«9rlaFr nae 111 w routs p as a r0alafa R,p,e e) Sbpa IaWAL _ 17prler teal a me�pnbna atw...wia m B� re••�y" Bnpe a.aA rob a.1 ma arbewr ,� iP PLAN N lemblremen[sro7 w 2' PLAN PLAN PLAN deer of rearast faa d cmc., urease omerwdse sham. CAST IN PLACEMANHOLE BASE PRECAST MANHOLE BASE CONNECTION OF RIGID PIPE TO MANHOLE CONNECTION OF FLEXIBLE PIPE TO MANHOLE (Fpr mad cwtalr dr .eea papas opom at dgM cva m�m__WA_-_____ rrb•asarmrur___ ------ GENERAL NOTES FOR ALL DETAILS' o'rc mao__WA....... awraawaalmar__1NU42011.._____ GENERAL NOTES FOR ALL DETAILS: -- B. Wh��sr4i0 plea N used.ale mons+Yy pp^shall woe a°exiple,geskaned artl Np,E w,rla.,a.amrrr,y.r e.n.may.n NDTe wnYY rwwfwmabera YY�•• hart pmtwMn lB'arneramle wet.bfatype vsroa wan manufacturer. .•�•oaer^arraf•.ra+•. '•w°a•r°r.•'•°�°•• 1. N pawl asSda sive Nbnlr b mRuranlelle d ASTM G]9. ~ ,.N mncrela stet m mmmerw gram mrmlea ]. inuum,aroma*-,da aa'dope,and nuror d mew verba.sea-Dien vN^a w g.when INxMe pipe Nused,-amt restan mrmnec,ora contar,ang to r.g„remmts d ASTM CSn. OREGON STANDARD DRAWINGS rna arw. w 4se w nb OREGON STANDARD DRAWINGS z ManrmN naso saalona may ee P_or­pia­ Ina aereca^n aro pea rime 2.Clw,neh anal w rnrwvuc M m provide enlocn ebpb rM ratt°m odNl pq. B. N payees podr'N sRaE mrllam+o,he requreemn6 al ASTM GTE. �mab � r i0.Sae Std.Aga.RDJ35.RD336,aM RD338 br-saes rmf shove. StudaN pewMq,wNb deigned 3.Ba-may w merest or cell In pN 0. Sea SM. M345 b I M adxete encs w--medal grade cvrrsata. m acaudarre wan Dry' pipe b mannoN cgnr,edm"'' m.cm.m^oa wxn gen°`ay STANDARD MANHOLE BASE SECTION i1.See Ste.Drg.ROJJ6,w manwle*taps m+aib PIPE TO MANHOLE CONNECTIONS y 4 Ma_pipe d eros a ane wan qpe sedr. 0.See S d dg.R0338 o ro o e s ala dress °asp r g D 4 lga .4N dim,dememr,dope,aM mmbw d PM(s)az ec,see P'14 m pla^s 2 Sae S d RDJ42 w as low manno es e e da sM partes,is ttn:aeb msparF .Dr9 esP^'• W 5.Ose on Ir and 48'Qmmesa m.-nMia. 11.Sae Std.Drg.RD336 br Va�er wire-ala _00 ma user a-M-ay r,d 201S W� 5. Max-ppe diamese-caries wlm ppe mamAN. MEilip-d ane user rN anoub nd w used wbnrt mrrsd;lg a A 13.See 9b.Dry.flD314 br maMda base aecavn. nw-wrtnm4-'a a IDI S P 6.Fxsea pipe Mo maMnse ane mpN snmdn. 12 N aprvq Ime d pipe,ezteM demN W m crawl Lne on 12:,w'tar. a,wna !r fi. N cpnr�ving Apes aryl ave a ttocvr w4a,a tq{xaved aeorrate. lavmvl E Peels)maY extend r rt,ax.beywW me Interior Inennde waA. RegUnrnd{aplessa'mr Figkmp. See Sm.DIg.flD3J6 mr hate wxa daeis. 14.$ee$Id.Drg.RD186 b manhde-vara aM ft-aa.mergmN adjueMmt epS,dc. Regsre.2o Prp npneW. ]. Invert Memeb anal)w-handed a,pravitla smmm rppaa wd tIWI b"ai pipe. 15.Pea zee varies,fee SW.D,%RD3W.. Effective Date:June 1,2016-November 30,2016 RD344 Effective Date:June 1,2016-November 30,2016 RD345 STANDARD MANHOLE COVER,FRAME S GRATE TAPER TYPES 6 FORMULAS Norex. Noyes: nares TAPER I FORMULA I � Sant � �•Pa'1 Yagtg M1aaa Oraal L' when pay.n-n„„lc�n a aorwl•age ax'em men �n PCAts mywm at wna,unbar.wvlm paarinb. s�Fs+v9a 9ron LiO�iaapld M ary A•o.D.a�n�s east waro�. II��'' a.r�»«.,w..r,, gyp .IYpa rn ed.had.pew a Pc+ns maw. bw..•na.paaoL - 2 holes max. 'A'mbx,3 regwea Der-ver %•W°relbe�}--- 2aY.' %a'deararce L•2 tt ttt• a app'ye ,e, iwlaer.ua a llpn uw si.lm.mr marxen brlolaYr Plc rubner washer. I k+f'l_-.sl BIL• r cl a ww41a.n ao.up Boge is a Exit,w a.arer. I eil.srw�neer.use rp�Be a(lu1L on Ip wacro Npr DreRuhM pw rover �.112''llp� Sher-Oman )Waw .TMB50) A'-lar • Uf•wx arena-atn,wf apwm maparp. Race gym;gmb.a wrpowr wpe9 ardar Dpw�s�(em+labn) vades 1S.uewna) r m'sey�x w •nw.mr car ae w�+er. w•neopma % 24%.Ma gasxs,wry iw 1•- %•1•X= *tae fie.CusmA.tian Vmed Speed m Wrt tanperpod rover L7 Ilrl 1 x tltemNr � m•Soaad euro me raM®MM: 8•'m+won zmes)aen,. zr T T Ebg.passe- r a G eros a 1• Ji • CONCRETE BARRIER FLARE RATE TABLE I , y � Wrmtlgrn NOl t: ri iw ia• �p� %• _ ,r ee.--,I� 1%• *SPEED imps,) rNM1M fIARE PATE -7/_ �7- Iq sun- 3 rereyed.eW elsy spacM W x lvr'po�lagmal or hex on&netl,nrmza a i 8'mea, Marian.shish aY � 1 �m I I it 801OR a 4'S0IIR sulnlesc steal.Irmtaa name m That una bog boss n bcaled over me mw�ImN Ndde. 3u%�II - M br We &.1 a+a+aY'aW^(P(YA51 I//-Trop.AeNe dura I a Tulaar (See gwwrd ode el %yI-1'-11'--,r%' beedrg an hems m :1 Swddarw --�� +- ' BOLT DOWN DETAIL {i.-..----7-%• R 12:1 « R (FOR TAMPERPROOF AND WATERTIGHT) cord ahamamwmadeno0 14' aggrgaas 1 - 3 a maVue beadnpd awwb. ] 93 -------- -- ----- •ata f2 r B a.pl,at%y,r,z%•a 3• SECTION A-A SECTION B-Bw05 Cb9yd� �C®3m �w70 1 t fborr Rary J. f,.laaeemba,g gg'a.a g.,•rr rmre 3e rots-arnwr powrNragd.bmrllaaa wt PORTABLE CHANGEABLE MESSAGE FLAGGER STATION mpmnd2g mpearr.(Sea p.rrrnrq MINIMUM LENGTHS TABLE EXCAVATION ABRUPT EDGE SIGN(PCMS)INSTALLATION UGHTING DEUNEATION FOR MIg rot d-6Icer I 25 1' 'L'YALLE9vrws TAPERS aan.rw.e BIIFiE11'B•(q . Tan9 F awn Cad tan""Wprod a uelart0lR uwlper desigwpm Mtleb bNra yJ- 1%• *aFeD NOTES: DEIEML NOTES FOR AIL TCFOMWM09: baarab d erelW } _ t0 .12 4 W=1 • Aa^N•dela mry a o•,led fir I+rllq-aPr•aone.e.aaveawr . s1Pw ra easy Trrac Cwba prom Rml S4•rtb anar imp IFumea aYdensfarlmrd esmuben peewn) 1- 11-� M'FH - - � ��< W1 1 1 t� �aJ rl�d'v�adp•,IPM1gbbrpNrtlr Ymw�r tiv Irailnfn ngr•G brow pulp A N _ A r0���s 35 ISO M 21 240 . cram navgo^4mrd mNrt am•dhrN,rapaa m• • b a ar r.r,dr 0.1mDpW4l Tar -.JIT a ����_�` B 'Ames BNlela 28' 'I I„ T I I��� IBD ABIGIII'Wm-aLll rtlwe vAR4D'ICWY1a41dMa� • Nrawe rmw+b laadwaY ea dY%9wMl aroma brmfa.poFF -2r- 2e%'--.{ ( _ ,T��_i t ego o mbana,+eAle nm..^'.b. uNOENTRAFFtc SECTION GC `o� r ao No 900 °"°�a°"`� p`''p wellga.wr.mrw..ma.r. ® IAael aienucnoN �F ^ %. N,iga r 4a'x 4e',1p 94 aovxur+ 1'h'nom. • � • tt'aaW xlerwr4a Icer-rad lLWlt-% . lw Waaa NV•�'f fro Pam�dErl pard i�dd 4a mOnalr. `• `-'_� pbps m ar Rpt er urq near frb bap Nrrl4la _ Rea ra.,q•ywmaMYferernpaaa.. °lags- • Da rul4oYvWW,.mlvauxs- onVlyd�4N.Ydew a•u•vlen aaisb CC NOTE ee i - L0MANHOLE Ed prl( IaenhpN Frame ga-aloma CAST IRON SUOURBAN30%' FRAME PLAN FLAN r�tall.darr.mrw 1aw'L•rr.bw.,o. 0adMW COVER B FRAME MANHOLE GRATE rw wsp•tl,ze4s:L-ors.p•ee• 45:L.< aawm. ,S.Spb ° 4ane �� mcPwawa sa,1 W"� To a aeealpar0 M DrP Nee.Tf�O a 1111@1 t SUBURBAN MANHOLE COVER FRAME CONTROL DEVICES SPACING TABLE a MANHOLE ADJUSTMENT RING e'er fv uaawMBWMsd MaN,r Fler,e __WA....... eery vola an 1NUL_2011______ 91pr Il0 alaSPEED woo e SWIM omit- 1 NE y" GENERALNOTESFORaLLDETAILS: NOTE:NrwY rown.wAsr„awrzara•rri -� loo 100 tar BPadrN(M _ Al"Nad➢4 I+OfE:~arw rrrrwxaar NN®,rs.N Cid �TLG,NFt-R �n ww..dymsl.e.e sem'• a•.re0s•aara•x•sara 7`F 1. ry,arprpot.vera r.qd.pn ardN OREGON STANDARD DRAWINGS 38.10 380 3B0 S50 20 -''- - --- � Tna eeracm'aM�.aeam.a OREGONSTANDARD DRAWINGS tiJy�� yy, ry a amrm Melo manhde wlrre bcaMd 5.Saa SM.Ore R036D,w marelde hams adluemlern. i)la ease--N ova rimy 9Nrmald[Nawb,g wnrle,trgrlee In pedesbla^ware d easamNa arses.Gaere br eanllary rnsmalae#all nava SNrldad pr1'p WidarpW /B-55 SW 500 700 40 - ---- --- -- --- £ , 990 2"h pNs maamum a sae DDDrs DPL roc anwlrN naampN adluaenwa raga. w epNrUbrea ierw,,,,R, _r g(ap1 a e(aoR .,zcwd.,m wan pr.n�y TABLES.ABRUPT EDGE AND 3 2.Wa,.rW t mora rapred ff blared wawa dryer,ay w aubmelgad foo nasal. ].Mndmb gyre albnsd oNy n locanonc na aueled m acycm a padas¢bl use. aeoro'ad 4npNOMeplr,gYs MANHOLE COVERS AND FRAMES 00-70 700 700 700 40 I edmNd r p.eerYg prcyNa PCMS DETAILS C� A'i e � �Li e+a Pr.*-1. -V .P- Flaewa7 IgOD 1SOD 1tl40 40 'a ml 'il A`m. Aml_� end precaea.eaN apN raglnrr �q4 3.Coosa-hsrea shah Oa sarlmed wfh nmdtN"'.r,bab,nes rsrnlber aM a Sw OWTs OPL for alurrrN non-down mo8x. aEiYale Iwralallwid mf 20,s g NOTES: T- fIHiY d um uar alv aroma-mf tats N ;Y -doi . pa usW+elaf mnNs/9e .R ,"tubal ark m,an.aaal94iarssmism auto leR Va smart a#ro✓muunM. RwEWS: b 3 WM rvav7,rips fpad9 mry b adllelN b b r aridealr 4.See 510.Drg RW3]b marmde seMY Neter. RapNNred ifutaNarr Fif7f•,e4r •Ilea Rammed Frolafnwutt Erpaww. ma-m, eaadlq aaafwYm�,xrma•A'dlnrsmbapwb<46mph .s a. ewre R uxlep.rip.ql.mrmm+afauu•A•ar..lmmr�~zesnp. TYPICAL ABRUPT EDGE DELINEATION BID SET -g Effecffve Date.June 1,2016-November 309 2016 RD356 Efil eeflve Datta June 1,2016-Noveadw 30,2016 TMS {s1 Revislom and AddeWums ENGINEERING DVISION SHEET pYsg Date ND- 'PUBLIC WORKS DEPARTMENT CANTERBURY LANE STORM C7O 3asmsr7 ajr smtg]Bmss COA,(3123 SW. N BLVD. 10 tt /l_ _. ____ _ ■. „�,�• 972.23 SEWER LINE UPGRADE of t7sl Sf 1r IPNmlglsawr VOICE-503-639-4171 FAIL 50-624-0752 SW CANTERBURY LANE FILE iNO • *WW.TM.IRD-MGOV �jMISCELLANEOUS DETAILS 94033 DESIGN:WP DRAWN:AiA CHECK: JS PROJ.NO: 16B 19.00 BID ON: