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PFI2017-00115 CITY OF TIGARD PUBLIC FACILITIES IMPROVEMENT PERMIT COMMUNITY DEVELOPMENT Permit#: PF12017-00115 13125 SW Hall Blvd.,Tigard OR 97223 503. 4?^ Date Issued: 07/13/2017Parcel: SEG1853 Jurisdiction: Tigard Site address: Subdivision: Lot: Project: Pacific Crest Apartments Sewer Replacement Project Description: Adjacent to SW Canterbury and 109th. Sanitary sewer replacement for Pacific Crest Apartments. SEG1853 Owner: FEES Description Date Amount PFI Permit Fee 07/13/2017 $300.00 PHONE: Contractor: BLACK ROCK UNDERGROUND LLC 267 NE 34TH PLACE HILLSBORO, OR 97124 PHONE: 503-747-9312 FAX 503-214-5886 Applicant: CORY MOORE 267 NE 34TH PLACE HILLSBORO, OR 97124 PHONE: 503-747-9312 Total $300.00 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 Conditions(See Attached) Note:THIS PERMIT DOES NOT COVER WORK ON PRIVATE PROPERTY Conditions for PF12017-00115 Type: Condition Name: Status: Severity: PFI—Sidewalk/1 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/1 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/[ 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/1 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/1 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. call Jonny Gish 971-713-0281 or Jonny@tigard-or.gov 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/1 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/1 09-OTHER Applied Notice Contractor must remove concrete debris in lateral for"Building B"that was left from previous lateral replacement. Additionally, Contractor must plug lateral and smooth channel within City of Tigard Sanitary Manhole SS10A035. Both conditions must be completed prior to final permit completion. RECEIVED City of Tigard JUL 05 2017 PUBLIC WORKS — ENGINEERING i C"n,'OF TIGARD Public Facility Improvement (PFI) PermitENGiNFERING TYPE OF WORK DESCRIPTION OF WORK(in the right-of-way) ❑ TYPE 1—Franchise Utility Work Check one-.'�n Utilities ❑LSidewalk/driveway approach ❑ Streetimp rovementsperformed by NWN, PGE Detailed description: 61r f^ Se wc�c �('C. and/or utility agency. TYPE 2-Sidewalk/Driveway/Sewer Work performed for the purpose of: • Sidewalk installation or repair. • Driveway approach installation Proper address/location(s): 6W GCA\r, « U and/or repair 10 C_ S3 • Sanitary sewer lateral installation and/or main line tap t Applicant: �rkC.1C V=a C,`L \'l1h�'(gry V, L. C, ❑ TYPE 3-Full scale Development �� Work performed with Land use Address: u approval which includes any of City/state: w'e Zip: ��') the following: Phone: Email: �y • Subdivisions or Partitions Contact name: br Moc)m Phone: 5'3 1y1 1—{l r. • Street widening t� W � 2� �� $Z$t41gV • Mainline installation for Sanitary Contractor: ✓U �- sewer, Storm sewer,Tigard water and/or Tigard Water Service Area CCB#: Expiration: Address: SUBMIT COMPLETED APPLICATION TO: City/state: `` 11 Zip: `` City of Tigard Phone: Email'lh 6��WR.F�oC. V1N�tc�COVY1 .CONN Planning/Engineering 13125 SW Hall Blvd. Contact name: Phone: Tigard,OR 97223 Applications for"minor work in right-of-way" Engineer: only may be emailed to: rowPermitsna.tigard-or.gov Address: City/state: Zip: ��,-Q�, Phone: Email: Case No.: Contact name: Application submittal fee: $ Additional fees:$ Estimated value of work is required(if over$5,000):$ Application n accepted: (within the public right-of-way) _z-2 By: I•y Date: 75 /17 Application reviewed: Is work related to a LAND-USE DECISION? ❑ Yes Z No Application li fSev Date: / If so,please specify (MLP, SDR,SUB, etc.) case#: Applicant notified: Is work related to a BUILDING PERMIT? ❑ Yes [:] No By: /CL Date: 1 I f so,please specify(BUILDING PERMIT)case#: 1:\ENG\permKApplintions\pri-apphution Rev.12/16/2016 City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov • 503-718-2421 • Page 1 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 APPLICANTS) SHALL CERTIFY THAT: • The above request does not violate any recorded deed restrictions that may.be attached to or imposed upon the subject prope • 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 app' ation. Q Applic nt/Authorized Agent's si 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 • wwwtigard-or.gov 503-718-2421 • Page 2 of 4 DEVELOPMENT ENGINEERING FEES FOR SI'AFF USE ONLY Public Facility Improvement(PFI)Permit: DETAILED SUBMITTAL REQUIREMENTS APPLICATION FEE Part 1: Required submittal fee$300.00 FRANCHISE UTILITY AND SIDEWALK/ PERMIT FEE DRIVEWAY AND UTILITY Part 2: All non-water system improvements CONNECTIONS,ETC. Engineer's estimate X 5% (less$300.00 submittal fee) (work in the right of way) Engineer's estimate X 2%Plan Review Sketch (including information below) WATER SYSTEM FEE ❑ Dimensions Part 3: All public water system improvements ❑ Street Name Engineer's estimate X 12% ❑ Site Address PFI Permit Fee Exemptions: FULL SCALE DEVELOPMENT There will be no permit fee charged,or assurance required for the following types of work: (Subdivisions/Partitions'and Street Improvements) • Sidewalk repair(less than 20 lineal feet) i • Relocate or replace mailbox Design Plans • Ditch cleaning that does not involve regrading. (G sets, 406 or 22x34) • Weep hole repair ❑ Cover—Site,Vicinity,Abbreviation,Legend • Curb repair or replacement(less than 20 lineal feet) ❑ General Notes(City,Water,Sewer,etc.) • Lawn sprinkler system installation or repair ❑ Street(Plan,Profile) • Street tree pruning or planting ❑ Water,Storm and Sanitary(Plan Profile) • Planter strip landscape maintenance ❑ Water Quality Facilities • Test wells ❑ Grading ❑ Landscaping/Tree Plan. ❑ Composite Utility Plan(Electrical,Phone,Gas, Note: A cash assurance may be required per Storm,Sanitary,Wates Signage,Street Lights,etc) TMC 15.04.140.(customer deposit) ❑ Details ❑ Traffic Sight Distance ❑ Signing and Striping ❑ Street Light Plan and Photometric ❑ Engineers seal signature ❑ Sheet label(project land use name,revision and plan log block,dates and sheet numbers.) Additional Submittals (per Land Use conditions) ❑ Traffic Report ❑ Storm water Drainage Calculations ❑ Geotechnical Report ❑ Preliminary Access Report(Sight Distance) ❑ Proposed Plat ❑ Pathway Design(if applicable) ❑ Water Department Approval PUBLIC FACILITY IMPROVEMENT PERMIT City of Tigard 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov • 503-718-2421 • Page 3 of 4 SAMPLE SKETCH: - y SW lT 19 St Edge of Pavement Ditch Streetlight I A — -----•—•--- —C--- 1• xatn D,rtn FW TrM a 1 c�sue�er r 1 T' Fro'�SiE rEhg Howse ` N 1-1 I u= j Existing ,I I >i Driveway 1 vi 1 I w a l ' ' I N� 3t a � I i ' E 1 �� 1 i cm i Powerpole i I I d 0 I� 95' 1 -—-— 747ityl_Ine—-—-—-—-—- � I iI Fire Hydrant(FH) � I I Scale: 'I"=30' � I I � I I I I � � I MINIMUM SKETCH REQUIREMENTS (Put"N/A"if Not Applicable): North arrow Property lines &dimension Slope of property Street &street name(s) Existing building, structures Utility &street light poles Proposed work Existing curb or edge Trees Existing S/W or of pavement Existing utility locations D/W apron (sewer,water,storm) PUBLIC FACILITY IMPROVEMENT PERMIT City of Tigard - 13125 SW Hall Blvd. - Tigard,Oregon 97223 - www.tigard-or.gov - 503-718-2421 - Page 4 of 4 RECENED JUL 0 5 2011 J N CITY OF TIGARD PLANNING/ENGINEERING O� R qqa 9 V `691$ RwA 6 Ln M o S � O - RwA `O `� tu1a9 01100 10801) ' ' 10149 10 10735 10739 ''^ 10749 10739 e° i' 1 10739 07 35 10739 new lateral at existing connection point N, 1. 11119") It)/9,) 1111N1 10/9 t 111/91 .New connection point oon existing lateral. " 1�`� 111!'1! 11}68`, 1/ 10195 10193 10191 1(166`.) 1066`, 10791 10791 685 10645 1 10797 10795 10795 10193 10793 n 106b5 `✓,r..� 106 85 10685 10 64 10665 10665 10645 1 1l that needs to be removed from crossing Right-Of-Way. -eds to be either existing lateral to existing lateral or new zo m (onne(tion G) rO c "+ L 17 cJ .� z � R m X a.. A� 10700 z 10700 10700 e, GC 10A031 10183 10700 1070 Existing lateral 10700 10183 HIM) 10/00 1(118 3 111;tt/ I I1/1t5 III/8/ 1018'r '/ 106/0 10781 10111', 1/ Possible new connection 106/0 10/8/ 106/0 10610 10640 10187 10640 10640 • • PVC SADDLE (TEE) STRAP RETAINER RIDGES RUBBER GASKET T - = T ED INSTALL PER NOTE #7 STORM OR SANITARY STAINLESS STEEL MAIN BAND NOTES: 1. INDEXED PVC GASKETED SADDLE SHALL CONFORM TO ASTM 3034 SDR35. 2. PVC COMPOUNDS SHALL CONFORM TO ASTM D1784 WITH CELL CLASS OF 12454-B/C OR 12364-C. —CEIVLL 3. ALL ELASTOMERIC SEALS (RUBBER GASKETS) SHALL CONFORM TO ASTM F477. 4. INDEXED PVC GASKETED SADDLE SHALL BE INSTALLED WITH RUBBER GASKETS APPROVED FOR THE SEWER MAIN WALL CONFIGURATION (PROFILE OR SMOOTH WALL). 5. STAINLESS STEEL BANDS SHALL BE 300 SERIES, 516" BAND WIDTH, CADMIUM PLATED, JUL U 5 CARBON STEEL, AND ATTACHED WITH HEX HEAD, SLOTTED SCREWS. 6. INSERTION HOLE SHALL BE CORE DRILLED. _ 7. INDEXED SADDLE SHALL BE INSERTED A MINIMUM OF Y4" FROM OUTSIDE WALL OF olr HOST PIPE AND SHALL NOT PROTRUDE BEYOND THE INSIDE WALL OF THE HOST PIPE. jKlIN,!% INDEXED PVC GASKETED aeanWater\ Services DRAWING N0. 540 REVISED 12-06 SADDLE Our commitment is clear. As required in Off typical sections StreetStreet Area of construction plans 1 ' T—cut see Surfacing note 1) Topsoil oIE5 directed Base Material a� + U U O a U � O � � > E 0 -0 00 O U c Z (q 0 x E Q) a� X0C � 0 O c 0 -0 — c N O CL N a N I- a O N � i O �-� U C7) Q a Q 6" Min bedding 1p„ below outside of 6 6 pipe bell 3/4” — 0" MIN MIN crushed aggregate 2' Min Trench foundation stabilization if required 1. 1' T-CUT FOR PIPE ONLY PROJECTS. RECEIVED 2. JOINTS TO BE TACK AND SANDED. IL 0 5 2017 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. 3IT`fi OF TIGARD PLAN NINGIENGINEERING CITY OF TIGARD APPROVED BY. NO SCALE ORECON MICHAEL A. STONE, P.E. ENGINEERING DIVISION 07Y 94GI, R TRENCH DWG. NO. PUBLIC WORKS DEPARTMENT S.W.HALL BLVD. TIG BACKFILL 1 8O TIGARD,OREGON 97223 JANUARY 2013 1 : VOICE:(503)639-4171 FAX: (503)684-7297 1 APPROVAL DATE R C.ONSTRUCTION NOM(SHEET C5) // STA,�0+17.10(16.13 L) A NOTE UTILITY (UNDERGROUND POWER). LOCATE UTILITY BY POTHOLING MID NOTIFY ENGINEER IF THERE IS A CONFLICT WITH THE PROPOSED CATCH ,q.�cBASIN. .,50 /6 46'STM YH 4� TA.20+16.42(4.26 L) SDMH Rg48•STM MH FOR NUMBERED CONSTRUCTION NOTES SEE SHEET C3. Q (ap STA.21+47.03(4.50 L) �to 4 , 12 LF Ir C900 PVC yy q!r9�, 5�1.Box 12 V W CATCH BASIN TABLE - J I- W 6, ce NO.: CB t6 ce n CS is CB p W it 1 13 ! 1131 LF/1Y PVC, 1 32 5 / sletlax 2x16.71(16.51 R) 17.10(1&13 L)21.47.51(32.11 R)21+71.80(M.08 R) W • 1 5�7. 1: / R2nEleatlon Z _ _ atce�vace ae1.� 361.6 3a�w X4.05 X21 LF 1 Cr C900 PVC p,•.sr/�+�- py , r� a I ss ss ss _s u ,s ss .p, ImM EMsetlm AL) J W I 11 1 \� g_ 1'� \S~4.23 1 gn i rl"`"'•J LAW o b y FOR SOMH J9 - CB J2 PROFILE z'iy (IO: 37&31 37D-04(S•) 36614 8 ` yy�y(4)$ SEE PROFILE DETAIL A BELOW. e°G ? (NEk 3110.32 1 O 1- �° 0 7rfj .e • 381 (SEk (6): 378.98 39004(10-) 7 30e 39(142 391.46 STA. 20+16.71 (16.51 R) r1_/ �o$� lwt Go Dadmmo wow ' '1��J 70• e� a 12 7o U�$ 113 D�.9w m SDMH 08 SDMH s6 SOMH g9 C6 02 �J'T�e •fr'L}, QD'rneler(n) 10 12 12 10 Jae S Prst'J' `J�gJ.9 I 6 �'1p+�s STA.21+77.60(34.08 R) Melyyt C900 PVC CBM PVC C900 PVC C90D PVC •� CBSTA. 1+47.51 (32.11 R) `fPpvre >9 B�J�'Di le�glMLFt 21 12 3r 30 I SIga 1%): 14.23 11.8 10.49 13.72 STORM LINE PLAN VIEW STA 18.60 TO STA 22.00 SCALE: 1'-20' 415- -410 405- .9 -405 CLASS 'B' BACKFLL _ rc N H 410- 53- -405 400- N 93 n -400 f Ecsa vrcWW T. 405- -40D 395- - : -395 • 13J V + w0_ EXISTING GROUND AT m a. .-...-- _395 390- -390 r..... �4 a_ ROAD 4 37 LF 12 0600 PVC :r I 5-0. 395- -390 385- -385 O YNI N1p md5�� ry LF 1r CROD PMC 1 NCW-__ � 9"3.7l7t CLASS O 390- _. ......� r..'......... ...... ........ .. ....... -385 380- BACKfni __ -380 SEE PROFILE DETAIL A C C900 FOR PROFILE OF PIPE • 13T y.T•a�' s BETWEEN SDMH /9 D CB 385- U . ......... .. . ...... . .f2 -380 375- -375 H 04 W PROMS DETAIL A 380- W = '. '. L _ .1. ....... 0 -375 STATION 21+47 ( ) Z CID Cpd3 PC SCALE: 1'-20' H 1s = W 116>F yy.9A� n 1'=5' v W m 375- H o STORM LINE PROFILE VFW STA 18460 TO STAB __ 370 SCALE: t'=20' H N R ll n - x v - 1"`5'V m 370- -365 !� HGRIz. 0 10 20 4a 1 O O Sccle In Feet A • O04 N04 4, € �1 Revisions and AdderlAam CANTERBURY LANE STORM SHEET ���NciweE,y ENGINEERING 14 /1&\o9rE REVISED FIATS DUE TO UMM LOCATES 4 17 MA � m 'PUBLIC WORKS DEPARTMENT C5 �✓`.t /. asm�,mirsols�s�VM r3125 sw. two erw. 5 REVISED PLANS PER c11r RE 517 MA _ __ ■- T)G4� a%-UN 8722, SEWER LINE UPGRADE G R A D E f o�a�+ ee? RECORD DRAWINGS 6 17 MA �Is�uc�.rl�Wisurr' WIQC 30.7-638-4171 010 „„,, 24 SW CANTERBURY LANE ,MMP^ FILE NO ! ac c s ta/i1/1f1 DESIGN WP DRAWN:U4 CHECK: JS PROJ.No: 16819.00 BID ON: STA 19+50 TO STA 22+00 94033 I z< -SDMH/10 46 Stu MH o STA 10+36.97(5.53 L) , CONSTRV(,`MN NOTE8(SHEET C6) I oz p CIA o LATERAL ® LOCATE EXISTING STORM LATERALS AT CONNECTION WITH EXISTING 8' a+'°- o J�ro` LATERAL A (SEE TABLE THIS STORM DRAIN. ESTIMATED LOCATIONS BASED ON SEWER VIDEOS AND o,n SHEET) ARE MEASURED FROM THE DOWNSTREAM EXISTING CATCH BASIN I, 10 9 (NEAREST EDGE) TO EACH LATERAL: EXISTING 4' LATERAL (25.8'); I 66 �A LATERAL C EXISTING 4' LATERAL (75.4'); EXISTING 6' LATERAL (128.5'). 5 �'T4 12'0900 LATERAL BDISCONNECT EXISTING LATERALS FROM 8" DRAIN; CLT LATERAL AND _Y�� • S-10.93x @ �. 9 - SDMH/12 48'STM MH I I - • g e a \� �. - - STA t2+64.21(6.31 L) 710 JOIN AS NEEDED TO CREATE A SMOOTH AND EVEN PIPE END. AND - JOIN TO THE NEW LATERALS. ' S ---211 LF 10'CY00 PYC 6 �� A a STA 12+94.67(75.11 L) B�. ESTIMATED LATERAL LENGTH IS 12 LF BASED ON 10 LF SEPARATION 9 6 S•fL77x ¢ 13 g ���\ Q 9 0'� BETWEEN THE EXISTING B' STORM DRAIN AND THE NEW 12" STORM p E u pDRAIN, PLUS AN ALLOWANCE OF 2 LF TO COMPLETE THE CONNECTION i 6 1 9 o L'J /- B " / "' WITH THE EXISTING STORM LATERAL. n _ 12 LF 4' � D a�pgpp PJC y� a B Ate',�. © ELEVATION OF EXISTING UTILITIES (GAS AND UNDERGROUND POWER) \`\. 12 LF 4@ �bip� 9 NOT KNOWN. PROPOSED PIPE FOLLOWS EXISTING STORM DRAIN CS STA�0+30.50(16.41 U �y ?S I �- = x v 6 �\ \ � �� f�7\\8gx +� \ c°ii u Q 7 INSTALLATION. NOTIFY ENGINEER IF CONFLICT FOUND.IFY NO CONFLICT BY POTHOUNG IOR TO MAINLINE F I 12 LF 6" _ - " ' D❑. CONSTRUCT NEW CATCH BASIN. 6 m S �':v STA 10138.70(1SM R) p ��, C900 PJC � � � EXISTING UTILITIES (GAS AND UNDERGROUND POWER) NOT SHOWN IN 6 �Quz �7 N/ yy.y��_ 1l� CliDd PVC PROFILE VERIFY NO CONFLICT BY POTHOLING PRIOR TO MAINLINE iS chi;�� '�R/7Zi �� \ ^ • �5' \\ INSTALLATION. NOTIFY ENGINEER IF CONFLICT FOUND. 0 0 ��i77 y`I � `-F 5 9 F❑. CONNECT LATERAL TO AWN WITH INSERTA-TEES (DWG 530. SHEET 13 LF 1lY COD u SDMH fil 48"STM MH �� \°� 5 - CO). �a STA 11+10.13(3.00 L) 28 LF 12'0900 PVC R 14 o . S-1.411% \ '^ a FOR NUMBERED CONSTRUCTION NOTES SFE SHEET C3. C SW=TH STORM UNE PLAN VEW STA 10.00 TO OTA 13+60 N SCALE: 1'-20' o ce 09 7 yj � CATCH BASIN TABLE STA 12+90.89(15.46 R) o r y 7max CB No- CBM CB 08 CB 99 CB MO 5��5R stair: 10-30.50(16.41 U 10+36.70(7544 M 12+9866(15.46 R)12+94.67(15.11 L) O Rin Ebation ° J atCearan(e); 360.112 359.95 365.02 385.71 400- TrM f El1na r(10 W Zy v N wll n (74j 361.90 395- K ." =93 z 362.30 3 (EY. 357.91 3i (SX O N N 8 4t kilo mw12' 4' (W): (NW]: 356.70 $$ �7 C8 O1Wrq.L96ra 390- kz SDMH 010 BOMH f10 SOUH 912 SDMH 812 lPPSs ; Olnwbr Qn) f0 10 12 10 rn EXISTING GROUND AT- 5 24 LF 12'0900 PVC • Mrrla: C900 PJC CB00 PVC C800 PVC 0900 PVC 78x ROAD t : � 5-3. � Lrpe�(LFI: 19 1 2A 12 385- 9$ __.. n fe�W^ _ s1lP.l+Lt 10 -- ' 12 LF 10'C900 PVC 7.22 .67 3.78 .4 s-5.40x STOW LATERAL TABLE N .RR�1=71'=71 aa ,`r� 4713 sea wo c tm lr nue A ane C r m�SheW 380- 3 La 3371717171 C NK --- {_�a� W W W W d{:I d ���'' 11'd L�Mr A Lally B l�>✓G .' +d lo," ,-' Stam 11+38.89 R 7 L) 11+66.43(3.41) 12+39.52(4.2 y N `nom Dhnelar 4 4 8 c nn 94aeri.l C900 we CBOD PVC C900 PVC ... ........moi. 375- + Sk"1%) 508 5.92 5.n 371.71 8 Ex.c so 367.94 372.46 37.28 m 1,A y6cw� �N...trSO 3m.33 371.7 376.52 12 12 12 370- s«con. el R w0-on B 7Ne e eta N O O N / N r N /: 365- ....... ........... ..........��/....1..................-...1 .......j ................ ........ ..... 360- ^` T _. i - 4. S o �8 355- AW 1000 STORM UNE PROFILE VIEW STA 10.06 TO STA 13460 28 LF 2'(.'900 PVC SCALE: 1"=20' H 5-1 41x ,.=5. N )� 35D- -- - _ CLASS 'B' BACKFILL _. _ __ - _ - �I HORIZ. 0 10 20 40 7 Scale In Feet O ppp OO + t t IgE r I8 1�PRry- i Revisions and Adderdume - - - - SHEET cl EpGliEfq o.� ENGINEERING CANTERBURY LANE STORM C6 R� VIMIPEzP 'o.. PUBLIC WORKS DEPARTMENTREVISED PIANS DUE TO UTILITY LOCATES 3 17 AIA Iaa _on T/05 RECORD DRAWINGS 6 ,7 MA °w1T,�,S J SEWER LINE UPGRADEOFLOTC£5O.T-639-417! FM: 503-624-0752*W.T,�D-0R.GOV SW 109TH FILETNO DESIGN WP DRAWN:MA CHECK JS819.00 BLDoN: STA 10+00 TO STA 13+50 94033