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PFI2017-00173 CITY OF TIGARD PUBLIC FACILITIES IMPROVEMENT PERMIT COMMUNITY DEVELOPMENT Permit#: PF12017-00173 13125 SW Hall Blvd ,Tigard OR 97223 503.718.2421 Date Issued: 08/17/2017Parcel: SEG1151 Jurisdiction: Tigard Site address: Subdivision: Lot: Project: East Tigard Sewer Improvement Project Description: Installation of 60 LF sewer pipe in Hunziker Road. Pavement restoration, conc. driveway repair. Owner: FEES Description Date Amount PHONE: Contractor: BRAUN CONSTRUCTION& DESIGN LLC 24805 SW GAGE RD WILSONVILLE, OR 97070 PHONE: 503-638-6406 FAX: Applicant: JEFF PECK PHONE: 503-718-2466 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. PermitteelApplicant Signature: Issued By: Special Conditions(See Attached) Note:THIS PERMIT DOES NOT COVER WORK ON PRIVATE PROPERTY Conditions for PF12017-00173 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/1 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/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/1 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/[ 09-OTHER Applied Notice RECEIVED City of Tigard AUG 16 2017 PUBLIC WORKS — ENGINEERING RD Public Fadh Improvement (PFI) P� c�F TIGAEE � �T � ENGINEERING `J TYPE OF WORK DESCRIPTION OF WORK(in the right-of-way) ❑ TYPE 1-Franchise Utility Work Check one: X Utilities ❑Sidewalk/driveway approach ❑Streetimprovements performed by N\X N, PGE Detailed description: nIS int.:,R 1-i o tat O FG7() L l- and/or utility agency. rJ�C/W -rf- 1=' 1 PC � ti %-�1it/y�I k4,r'L P_Ll_ � TYPE 2-Sidewalk-/Driveway/Sever Work performed for the purpose of: i 1A V em G Al T Q-f��T[�i+1, L d�J( , 2)U�W Sidewalk installation or repair. f, L v r A Driveway approach installation Property address Wocation(s): � /0/`'J and/or repair A CC 61:s TD -7 q,3 Q S f J H(t k)Z t 16-/? R--D Sanitary sewer lateral installation and/or main line tap Applicant: C I T Y O I T1 6 A-f2"L� El TYPE 3-Full scale Development PP Work performed with Land use Address: / Z S LJ /Jf�4yr,' '" Ly.1)� approval which includes any of City/state: T/C A-� Zip: 7 Z-�� the following: Phone: S 03 'i• Z y�Email: ra e LT rcj- vj, 4 O V • Subdivisions or Partitions Contact name: J t GF P tsr t_ Phone: 50 "f', c' • street widening • Mainline installation for Sanitary Contractor: L�2.4v�n1 Co P,/,s 1-r-cl C T-1 Cy�'1 sewer, Storm sewer, Tigard water � and/or Tigard Water Service Area CCB#: 2- Expiration: 1 � 0,0i (9 Address: c lac 1 SUBMrrCOMPl=MAPPUCATIONTo: City/state: 101 J, I IS- Ci Zip: C) 70-7 t City of Tigard Phone: 50,3 Q.�'K_ WtO�, Email: J11�/✓nSiq • ( Cry) Planning/Engineering 13125 SW Hall Blvd. Contact name: IfLut,i(_ -)Y��j-) Phone: 156.34M `t Tigard,OR 97223 Applications for"mint wort:in right-of-way" Engineer. C gs­s�!"j W only may be emailed to: r4 rmit tigard-or.gov Address: 13 i '0 SW U8 t l+ PA t k-w^It' City/state: 1 16&P-N Zip: "11 ZZ-3 f Phone: u .y 4R 1,4 SS Email: :j w e e-r Cf S r`.kl • (.y r, Case No.: Contact name: -To r-,:.i W t?,11 fx P Application submittal fee: Additional fees: $ Estimated value of work is required(if over$5,000):$ Application accepted: (within the public right-of-way) By- �--C Date: Application reviewed: Is work related to a LAND-USE DECISION? ❑ Yes XNo B yN Date: �'5 1 1 71 -) . � / If so,please specify (NILP,SDR,SUB,etc.) case#: Applicant notified: Is work related to a BUILDING PERMIT? ❑ Yes 9 No By- Date: If so,please specify(BUILDING PERMIT)case#: 1.\EW\ParcnkApp w is\pfl_sm1kar1o" Mv.IV16/2016 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 Tb1C 15.041.140. + Widt the exception of a utility operating pursuant to a valid fmicltise with the City of Tigard viten 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 signattire on the application BY SIGNING BELOW,THE APPLICANT(S)SHALL CERTIFY THAT: • The above reQuest does not violate a"recorded deed restrictions that may be attached to or imposed u,pun the subject • 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. Applican o ' e Agent's 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 • wwwtigard-or.gov 503-718-2421 • Page 2 of 4 . DEVELOPMENT ENGINEERING FEESFOR STAFFtISEONLY 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 (Subdivisions/Partitions and Street Improvements) for the following types of work: • Sidewalk repair(less than 20 lineal feet) • Relocate or replace mailbox Design flans • Ditch cleaning that does not involve regrading. {6 sets,24x36 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 ❑ Fater,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 maybe required per Storm,Sanitary,Water,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 • wwu:tigard-or.gov • 503-718-2421 • Page 3 of 4 SAMPLE SKETCH: Edge of Pavement I -40— Ditch Streetlight ( — ----------- —C--- R*Jn Dna, I 1 I I ' ' T—propos c1'"Se1w�rTine" � I d U) d Existing Existing House d� I 1 a1 Driveway CI h j/t• a 1 �I i� I 'C,,e 1 >� I o Existing Shop Power ole I a 95' 1 —- -- I �------•'�ropertyiLine------ � I Fire Hydrant(FH) I � I Scale: -I-=30' � I I I i I ' I I � I MINIMUM SKETCH REQUIREMEN'T'S(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 City of Tigard RECEIVE[ Contractor's Submittal AUG 16 2017 Transmittal Form CITY OF T1 ARD For all Contractor submittals, including SbOWNG!E !QW." \!G Transmittal No.: drawings, samples calculation, data, or other 8-14-17 009-Traffic Control Plans To: City of Tigard From: Braun Construction Attention: Jeff Peck Attention: Project Name: East Tigard Sewer Improvements This is: Check one xan original submittal Owner: City of Tigard a 2nd submittal a—2nd submittal Subject of Submittal: (00490) Equipment Designation: Specification Section(s): Traffic Control Plans for Hunziker Road and Wal!Street 00225 Complete either(a)or(b), following: (a) We have verified that the materials or equipment contained in this submittal meets all the requirements specified or shown(no exceptions) (b) We have verified that the material or equipment contained in this submittal meets all the requirements specified or shown, except for the following deviations(List Deviations): Contractor's Authorized Representative:Jeanie Braun TRAFFIC CONTROL PLAN BRAUN CONSTRUCTION SINGLE LANE CLOSURE WITH FLAGGERS SW HUNZIKER ROAD SW HUNZIKER ROAD © 100' � O 100' • • 100' 100' Q KEY: 1 ROAD WORK AHEAD 2 BE PREPARED TO STOP 100' FLAGGER SYMBOL 1 O o o 48" CONES TAPER LENGTH 100' SIGN SPACING 100' SW WA L STREET FLAGGER WORK HOURS: MONDAY-FRIDAY WORK ZONE 9 AM -3 PM TRAFFIC CONTROL PLAN Single Lane Closure With BRAUN CONSTRUCTION Flagging KEY: SW WALL STREET Q 1- Road Work Ahead -- _ SW Hunzinker Rd Q 2 -Be Prepared to Stop O O �_ — _ _ ---------- -- 3-Flagger Symbol O1 _ © -�- ---- _ 0 0 0 o Cone Taper 100' Work Zone • -Sign Spacing 100' Taper length 50-100' Low Volume Single Flagger ,�� option Flagger J* 01 70 Wall eet FERRY CITY OF TIGARD ", AyLOR3 OREGON N PLANS FOR PROJECT 5, -lit EAST TIGARD SEWER IMPROVEMENTS -"5 , , N sill � f SANITARY SEWER REPLACEMENTSTREE7 �o� - PROJECT LIMITS CIP NO. 2017-93013 s -----77 F`R TO BE SUPPLEMENTED BY THE CITY OF TIGARD DESIGN STANDARDS DATED JULY 15, 1998 NO g�1 BEEF BE '? DURFtAM- isrelcaooaoe INDEX OF SHEETS i OWNER AIXI MNLnunFSTA�" 1+73.28 SMH-A2.1 ��-r-- 707 ao COUNTY RD I PROJECT LOCATION BBLMONT,CA9 2 SAN LAr1 NO. NAME TITLE — - -- ---- -. . --..-"----- srrEADDRESS: - 2SI01CB00200 l 12700 SW HALL BLVD 2510ICB00300 VICINITY MAP CWS21148� OWNER ADL31l WE 4 TIGMO,OR 97223 SMITH GERIG WESTERN PROPERTIES 11C 1 GD COVER —3+73 76 CWS21147 M0wMM.DDRAIECO. "0 now VINE,OR 97070 I i 2 G1 GENERAL CONSTRUCTION NOTES I SAN EXTG 707 OLD COUNTY RD SITE ADDRESS: BELMDR,CA 94OW B2Do SW HUNZIKER RD LCWSS9103 0+39.92CWS58644 / TIGARD.OR97223 I 3 EX1 EXISTING CONDITIONS SAN LINE A _J7+63.41 cwsul4s 4 EX2 SITE PLAN 2S101CBO0100 1+00.00 H-Al ` - SAN EXTG 2+91.78 SMH-AS.1 OWNER ADDRESS: 5 C1 SSWR PLAN AND PROFILE LINE A SAN LINEASM ;` SAN LAT 2 HurnG,INC ,.S NA0.VILLE CENTER DR 6 C2 SSWR PLAN AND PROFILE LINE A \ - PO BO% FIE 2+57.40 SMH-A2 1 SITE ADnELD.Mo e300e 7 C3 SSWR PLAN AND PROFILE LINE A 11+06.73 CW52114q SITE ADDRESS: SAN LINEA 4+88.445MH-A3 \ / 6300 sW HLNLIKIM RO i 8 C4 SSWR PLAN AND PROFILE LINE A =0+90 SAN LAT 1 SAN UNE A SAN EXTG TIGARD,OR 97233 \ \ i / 9 C5 SSWR PLAN AND PROFILE LINE B 2S101CA00600 , 16,79.77 CWS21074 10 C6 SSWR PLAN AND PROFILE LATERAL 1 AND 2 -1+00.00 CWS56466 _ �+.� OWNER ADDRESS: 251dJU00700 14+32.45 CWS2/143 SAN LINE A SAN EXTG ) \ \ HERITAGE FIVE LLC // SAN EXTG 16+86.77 CW 21142 7940 SW HUNZWER ST OWNER ADMSS. SAN EXTG 3 \ TIGARD,DR 97223 I/ McMAGEFIVEUC 11 RL PLANTING RESTORATION SCHEDULE PLAN T7"ARO HUNZIKER I 12 R2 PLANTING RESTORATION SCHEDULE PLAN r' 6+44.01 SMH44 _—_ _ _-___ _ 13 DETI DETAIL SHEET 1 SAN LINE A , 4 - ---1 0+00 SAN LINE B I. 15+45.63 SMH-AB i 14 DET2 DETAIL SHEET 2 8+35.20 SMH-AS F SAN UNE A ( 15 DET3 DETAIL SHEET 3 SAN UNE A 16+55.63 SMH-A9 7 // -0+80 SAN LAT 2 T. 11+37.30 SMH-A7 SAN UNE A 2SI01CA00200 1 // 0+82.73 SMH-Bl 9+03.52 SMH"A6 €F SAN UNE A I 16 EC1 EROSION CONTROL COVER OWNER ADDRESS: SAN UNE S SAN UNE A r z51o1CAooaoO `o 17 EC2 EROSION CONTROL SITE PLAN w4L1 STREET INDRMTRNLLLC cc 2SIOICA00500 OWNER AooaEss. I 18 EC3 EROSION CONTROL PLAN A RR'HARD VWL D' IVF CENYE Uc I, MERITAGE FNE ULCcc 7oo9 sw,OR 9 T // owNER ADDtE55: [ 7924 SW NO ZIXER NO y 19 EC4 EROSION CONTROL PLAN PORTLAND,OR 97123 CITY D IKaARD TIGARD,OR 97223 SITE ADDRESS: 17129 SWHAUBLVO SITE ADDRESS: i 20 ECS EROSION CONTROL PLAN 7900 SW HUNZIKER RD SITE ADDRESS: 7924 SW HUNZIKER RD TIGARD,OR 97223 // 79W SW HUNZIKER ST t TIGARD.OR 97223 I= 21 EC6 EROSION CONTROL DETAIL TIGARD,OR Orn) 22 EC7 EROSION CONTROL DETAIL !1 zslol9oq> oo sw WALL ST 23 ENV1 SITE/BORING LOCATION PLAN DwNERADDRESS; 24 ENV2 ESTIMATED IMPACT PROFILE/CONSTR. SEQUENCE FIELDS,FIRED WREVOCABLE LIVING TRUST 2S101CA00100 25 ENV3 ESTIMATED IMPACT PROFILE/CONSTR. SEQUENCE 111 SW STH AVE•3675 CW 558279 PORTLAND,OR 97204 OWNEP ADDRESS. 1 26 ENV4 CONCEPT WATER TREATMENT SYSTEM 4+31.45 SSWR CO-BI FIELDS,FRED W REVOCABLE LIVING ) SAN LINE B 111 SW STH AVE*3675 PORTLAND,OR 97204 —. -- — SYMBOLS LEGEND LOCATION MAP BENCH MARK PROPOSED SILT FENCE 0� CITY OF TIGARD BENCH MARK Y 41: WATTLES AMASS DISK STAMPED-FRM 3.SO 1967'LOCATED IN THE CONCRETE SIDEWALK NORTHWEST CIVIL ENGINEER CITY PROJECT MANAGER CITY PARKS DEPARTMENT WASTE WATER/STORM SEWER UTILITY CONTOUR(I') CORNER OF BRIDGE OVER FANNO CREEK ON S.W.HALL BLVD.;0.2 MILES NORTH OF S.W.OMARA ST CONTOUR(1') ELEVATION:143.18 FEET ANTHONY R.WELLER,P.E.,P.L.S. JEFF PECK MARTIN MCKNIGHT ROB BLOCK SEE SPECIAL PROVISIONS "'O-W CESINW,INC. CITY OF TIGARD CITY OF TIGARD CITY OF TIGARD STREET CENTERLINE Rx 13190 SW 68TH PKWY,SUITE ISO 13125 SW HALL BLVD 13125 SW HALL BLVD 13125 SW HALL BLVD MOTRACH CENTERLINE NE LINE TIGARD,OR 97223 TIGAR,OR 97223 503-718-2598 503-718-2607 SANITARY SEWER 503-968-6655 503-718-2466 MARTIN@TIGARD-OR.GOV ROB@TIGARD-OR.GOV STORM SEWER ' TWELLER@CESNW.COM JEFFP@TIGARD-OR.GOV WATER MIN PORTLAND•WESTERN SANITARYUTERAL -- RAILROAD VEGETATED CORRIDOR CRYSTAL GALBRFATH, V2BTLA1410 BOUNDARY REAL ESTATE COORDINATOR FENCE c o 0 0 THIS DESIGN COMPLIES WITH ORS 92.044(7)IN THAT NO UTILITY INFRASTRUCTURE ORDINARY HIGH WATER(OHW) IS DESIGNED TO BE WITHIN ONE(1)FOOT OF A SURVEY MONUMENT LOCATION GENESEE&WYOMING RAILROAD O d� SHOWN ON A SUBDIVISION OR PARTITION PLATE.NO DESIGN EXCEPTIONS NOR SERVICES,INC. SANITARY MANHOLE 8I� FINAL FIELD LOCATION CHANGES SHALL BE PERMITTED IF THAT CHANGE WOULD 13901 SUTTON PARK DRIVE STORM MANHOLE d� CAUSE ANY UTILITY INFRASTRUCTURE TO BE PLACED WITHIN THE PROHIBITED AREA. SOUTH-SUITE 160 WATER vuvE JACKSONVILLE,FL 32224 FIRE HYDRANT Cf ' ATTENTION: TELEPHONE:904-596-7782 WATER MUM BOX X A 7 Oregon law requires you to follow rules adopted by the Oregon Utility E-mail:gwappswest@gwTr.Com CATCH BASIN reg req Y 001- Rty ,sR[D PROffS ,/ BI Notification Center.Those rules are set forth in OAR 95211 -001-0010 GSl aGINEF sb' STREET LIGHT 0 ¢¢ through 952-001-0090.You may obtain copies of Me rules by calling e 'P POWER POLE CD, the center. (Note:The telephone number for Me Oregon Utility � Revisions and Addendums Notification Center is(503)232.1987). �" -- -- ,/ Descriptio_n__ _ Dote o. B T C '✓ II _ - C L V I N W BID DATE. ENGINEERING Dl DEPARTMENT ATTENTION:Notify NW natural at(503)220-2415 when B/O _ _ ".. 1 �J � `Lt F2B Y9 � 0171,ENC/NfER Im PUBLIC WORKS DEPARTMENT 4g� excavating within S'of an existing high pressure gas main, E R'N LORI FAHA IJ125 S.W. ti4LL BLVD. '8 SCALE: I* - 100' 13190 SW 68th PRrk—y,Suitc 150 I �L _ nG4R0 OREGON 97225 e _ _____--- - -I'iMural,c 3—g—97223 RENE"670018 1�1 CIP NUMBER VOICE. 5W-6-119-4171 FAX 507-624-0752 �e 100' 50' D iiiial., — M�_-- _.._ _ 2017-93013 WWW.7?CARO-OR.G0V THIS DRAWING IS FULL SIZE WHEN 2Y X l4.OR 15 REDUCED TO HALF SCALE WHEN 11'K IT DESIGN:ARW DRAWN:ASM CHECK: ARW CONSTRUCTION NOTES • A. GENERAL 1. ALL PUBLIC IMPROVEMENTS SHALL BE CONSTRUCTED PER THE APPLICABLE SECTIONS OF THE CITY OF TIGARD PUBLIC IMPROVEMENT DESIGN STANDARDS, OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION 2015/APWA&CWS DESIGN AND CONSTRUCTION STANDARDS. 2. THE CONTRACTOR SHALL PERFORM ALL THE WORK SHOWN ON THE DRAWINGS AND ALL INCIDENTAL WORK NECESSARY TO COMPLETE THE PRO)ECT IN AN ACCEPTABLE MANNER.ALL INCIDENTAL WORK SHALL BE INCLUDED IN THE UNIT PRICE BID FOR THE ITEMS OF WORK LISTED IN THE PROPOSAL,ANY ITEM NOT LISTED IN THE PROPOSAL IS CONSIDERED INCIDENTAL 3. THE CONTRACTOR AND/OR SUB-CONTRACTORS SHALL HAVE A MINIMUM OF ONE(1) SET OF APPROVED CONSTRUCTION PLAN ON THE)OB SITE AT ALL TIMES DURING CONSTRUCTION PHASES. 4. THE CONTRACTOR SHALL CAUSE ALL MATERIAL SUPPLIER(S)TO SUBMIT TO THE ENGINEER PROOF OF MATERIAL(S)TESTED IN ACCORDANCE WITH THE SPECIFICATIONS.WITHIN TWO WEEKS OF ACCEPTANCE OF THE CONTRACT WITH THE OWNER,THE CONTRACTOR CERTIFIES THAT ALL MATERIALS DELIVERED TO THE JOB SITE OR INCORPORATED INTO THE WORK WILL MEET OR EXCEED SPECIFICATIONS.ANY MATERIAL NOT CONFORMING SMALL BE REMOVED AT NO ADDITIONAL COST TO THE OWNER. 5. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO BEGINNING CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY SIGNIFICANT DISCREPANCIES. UTILITIES HAVE BEEN LOCATED FROM AVAILABLE RECORDS AND MAY NOT BE AS SHOWN HEREON.CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AT LEAST 48 HOURS PRIOR TO BEGINNING EXCAVATION. 6. CONTRACTOR TO PROVIDE TRAFFIC CONTROL PER ODOT AND M.U.T.C.O STANDARDS FOR ALL CONSTRUCTION ACTIVITIES WITHIN THE PUBLIC RIGHT OF WAY. CONTRACTOR SHALL MAINTAIN ACCESS TO ADJACENT PROPERTIES AT ALL TIMES, CONTRACTOR TO SUBMIT TRAFFIC CONTROL PAN AT PRECONSTRUCTION CONFERENCE TO BE REVIEWED AND APPROVED BY ENGINEER. 7. CONTRACTOR SHALL PREPARE AND SUBMIT DEWATERING AND DISPOSAL PLAN AT PRECONSTRUCTION CONFERENCE TO BE REVIEWED AND APPROVED BY ENGINEER. DEWATERING PLAN WILL PROVIDE STABLE TRENCH CONDITIONS AND PROPERLY MANAGE AND DISPOSE OF WATER GENERATED FROM DEWATERING ACTIVITIES.THE PROJECT GEOTECHNICAL REPORT AND GROUNDWATER MEASUREMENTS ARE PROVIDED IN THE CONTRACT DOCUMENTS. S. ANY CONTAMINATED SOILS ENCOUNTERED DURING THE WORK MUST BE MANAGED AND DISPOSED OF IN ACCORDANCE WITH STATE AND FEDERAL REGULATIONS, 9. CLEAN WATER SERVICES,DEPARTMENT OF STATE LANDS,CORPS OF ENGINEERS, TRIMET RAIL,AND GENESEE&WYOMING RAILROAD SERVICES,INC.HAVE ISSUED PERMITS FOR THIS WORK,COPIES OF THESE PERMITS ARE INCLUDED IN THE CONTRACT DOCUMENTS.CONTRACTOR MUST PERFORM THE WORK IN COMPLIANCE WITH PERMIT CONDITIONS AND REQUIREMENTS. 8. UTILITIES 1. ALL PUBLIC UTILITY INSTALLATION SHALL CONFORM TO THE APPLICABLE PORTIONS OF THE CURRENT CITY OF TIGARD CONSTRUCTION STANDARDS,0007 STANDARD SPECIFICATIONS OR AW WA STANDARD SPECIFICATIONS. 2. ALL NONMETALLIC LATERAL PIPING SHALL HAVE AN ELECTRICALLY CONDUCTIVE TRACER WIRE(12 GAUGE,INSTALLED COPPER,OR HEAVIER,IN APPROVED COLOR) INSTALLED IN THE TRENCH FOR LOCATING PIPE IN THE FUTURE,PER UNIFORM PLUMBING CODE. 3. ALL TRENCH BACKFILL WITHIN PAVED AREAS AND SIDEWALKS SHALL BE COMPACTED 3/4"-0 CRUSHED ROCK,COMPACTED TO 95%OF MAXIMUM DENSITY AS OBTAINED BY AASHTO T 99 COMPACTION TEST. 4. THE CONTRACTOR SHALL NOTIFY THE CITY AT(503)-718-2466 48 HOURS PRIOR TO START OF CONSTRUCTION. 5. SANITARY SEWER SHALL BE OF THE SIZE NOTED ON THE PLANS. a.SANITARY SEWER SERVICE LATERALS SMALL BE 6-INCH PVC AND SHALL BE INSTALLED AT 2%MINIMUM SLOPE UNLESS OTHERWISE NOTED ON THE PLANS. b.P/C SANITARY SEWERS SHALL CONFORM TO ASTM 0-3034,WITH RUBBER GASKETS,AND BE COLOR GREEN. 6. INSTALL IMPERMEABLE CLAY PLUGS AS SHOWN. C. APPROVALS 1. SIGNIFICANT CHANGES TO THESE PLANS MUST BE APPROVED BY THE CITY Of TIGARD,AND THE ENGINEER PRIOR TO IMPLEMENTATION. 2, CONTRACTOR TO ACQUIRE ALL REQUIRED PERMITS BEFORE WORKING IN THE PUBLIC RIGHT OF WAY. ��PED PROF, 3 DINE o 4WD �a14041 Iz.W{ REGON Y26.Y°°0� t� �lwvy R�m�� M� RENEW5:6fMIS I t i1T Revisions and Adden_dums EAST TIGARD SEWER IMPROVEMENT SHEET Description Date_ �Jo.1 B PUBLIC ERWORKS I DEPARTMENT GT r CSNW 1 AR rTlzs sw. rwu BLVD. 2 •. _ -- _--____-_- JPROJ. I1%M. OYYECON 97225 OF 13190 SW 6816 Pkwy,Suite 150N?C£.. 305-659-4171 11g—d.C)a j n 9_,7 3FAX.• 305-624-0732 26 _ - IMPW.IIGARD-CN.COV503.968.6655 unv.ccanw.ccml ILE NTHIS DRAWING I5 FULL SIZE WHEN 22'X34'OR IS REDUCED TO HALF SCALE WHEN 11'X 1T -- --- "— _ _ _-- GENERAL CONSIRUC1ION NOTES 9JolJ DESIGN:ARW DRAWN:ASM CHECK: 01J BIO ON: CL OF TRACK Zs101C80040D - 1 i - \ f %Y<G-��".;�: RWS591.07 OWNER ADDRESS 'rs RIM-152.01 McLEIUN ESTATE CO. - "' _ i 707 OLD COUNTY RD -�_� Fi IE(SE)-142.31 BELMONT,CA 94002 - SITE ADDRESS: 25101CB00200 GROUND=152.01 12700 SW HALL BLVD _ TIGARD,OR 97223 OWNER ADDRESS. EXTG SANITARY LATERAL ' S101*0306 PROPERTIES SMITH WESTERN _ I - IES LLC f CW521148 OWNER ADbRES...: PO BOX 930 I tt RIM=140.56 MdELL![NfSTAr♦E CO. WILSONVILLE,OR 97070 [E(NE)12'CONC=132.96 707 01 D?JOHN RD 517E ADDRESS - IE(SW)12'CONC=332.96, (YEL3EONT,CA 002 8200 SW HUNZIKER RD 1 CWS21074 1 GROUND-139.56 ` I-- TIGARD, 97223 - RIM=151.96 1 \ t �"` 2$1O10600100 IE(NE)15-CONC=138.46 OWNER ADDRESS: IE(SE)8'P'VC=141.06 1J HUT7IG,INC iE(SE)8'CONC-138.66 ' ) 555 MARVILLE CENTER DR IE(SW)12-CONC=130 46 5$1 _ �.- - `� --• �� \ EXTG SANITbav iATL-WL PO BOX 1041 IE(NW)10-CONC=138.66 ss •�. - - _ 4YBTSRPYUp ANO CW521146 CHESTERFIELD,MO 63006 GROUND-151 96 e _SEW@ICBeDO_dd-FF PFAN. - - __ RIM 14.61 SITE ADDRESS: IN !34.61 - \` _ _ 8100 SW HUNZIKER RD CWS21142 e S -OUT-134.61 �LJ :^ TIGARD,OR 97223 RIM-148.21 - 1 .��� CWS21144 11 " � �.;.._- _.,y��-. ..�. r,-. --- = _ RIM=145.18 IE(NE)12'CONC=138.01 / sE�� _ ��"�'� _ _ - _ ..`', IE NE 12'CONC=135.88 �� IE(SW 12"CONC=138.01 //y SANRARY SEWER r _, "`ti-+.�„„ sr .._ '� ( ) �--r CW5211a3 ) `;/ ( ss EASEMENT PER 45087860 . s y _ IE(SW)12"CONC=135.88 za WATEA WAIN Aro IE(SE)6'CONC=138.21 / CW521147 to POWER uNE\.- ) 1- _Sr -+ GROUND=144 88 xwER BOOA 475 vAGE III R(NE)12.4B GROUND=148 Ol (` IE NE112'CONC=137.08 RIM-141.02 EASEMENT PER 74w9955 - sE�� [E(SW)12"GONG=137.08 IE(NE)12'CONC=133.17' ' I_ �'T --1 ',� ss -� GROUND=147.48 IE(S)24'PVC=133.17 ' / �- •_•�"-'! � 5��--z. --` - - -i/��� 1 _ - JN L _ _ IE(SW)12"GONG=ABANDONED g1lLI[SAll mi SEWER '� ^may"`- __��ss � 6 I GROUND=140.92 1 ll - - �� -- EXTG SANITARY LATERAL f EASENENTPERPP20D)-06A ss - - 2S101CAD0600 f. _2;1 Od77J0 ss - t� OWNER ADDRESS: NERITAE.E FNE LLC OWNER ADDRESS: ss MERTTAGE FIVE LLC �"^-- - _ _ • PIEZOMETER __� T _ ' 7940 D,HUNZIKER ST 7940 SW HUNZIKER ST TIGARD,OR 97223 M5��54 - �� ' `TIGARD,OR 972 uTy FACUSN ' N IE(SE)24-PVC-132.44 ' _ -r ll WP7ERl f F",r�^ j 1 IE(NW)24-PV C=132.74 4 y f 2S101CA00200 1 - - .- __ - _1 ( .ter F-` EXTG SANITARY LATERAL GROUND=141.54 ; f / �' OWNER ADDRESS. WALL STREETEXEC UL LLC A RICHARD VIALL EXKUTNE CENTER LLC I ( f 7000 SWETLAND BOUNDARY - 1 C (p1,1 W YARNS ST r� '� J! 25101CA00400 I 2 1 BRIM=1 4. PORTSITE ADD,OR 97227 j OWNER E FIVE L �J I� RIM 144.23 SITE ADDRESS I�- ' r� ' � HERBAGE FIVE LLC APPROXIMATE LOunon or GAS ` N f' III � � EASEMENT BOOK 583 PAGE 258 IE(SW)18'PVC=130.33 7900 SW HUNZIKER RD `. .+ L/ 7940 SW HUNZIKER D 1 A IE(NW)24'PVC=130.63 TIGARD,OR 97223 4 '( �I - / r,..•.y,�`, TIGARD,OR 97223 R O 1` IGROUND=144.03i I VEGETATED CORRIDOR 517E ADDRESS:� BOOK 7924 SW HUO aa HUNZIKER RD SLOPE EASEMENT-� DK ll,PAGE 489 ""'•�7;ry)jj� i 21•ACCESS EASEMENT TIGARD,OR 97223 ` 'T�.'TJ,rv,�, �, � TER vP7n074r.4 2S112SIDICA00500 `/ISUAL CLEARANCE 4 OWNER ADDRESS: EASEMENT M007 064 111 A CITY Of TIGARD 13125 SW HALL BLVD SITE ADDRESS: 6•ELECTRIC POWER LINE EASEMENT BOON 335 PAGE 506 \ - • ' 1 7960 SW HUNZIKER 5T I TIGARD,OR 97223 SANRART SEWER EASEMENT EXTG SURVEY ' I ooE NO ZW7 019321 MONUMENT TO BE - PROTECTED(TYP) ` Y _ CW558279 �• - _ - RIM-154,15 -�� IE SE)=145.50 2aWTERRAINA/K POTSO DOG PARK -_ _rte IE(NW)=145.50 SEWER BOOK 435 PAGE II - - - � _ - -_ �'� GROUND=154.15 1.- $W WPLLST _ E.EOPRoFfs tr"GIQQQN§§$fF,ps3,y 16881 �.� LEGEND ELECTRIC EASEMENT �� .. REGON 0001(015 PAfiE 516 """��� I�r - - -ORDINARY HIGH WATER MARK(OHW) �,yr�PTRe yea` _ _ -TEMPORARY EASEMENT LIMITS/PROJECT LIMITS h0 _✓��"" d -- ----WETLAND BOUNDARY t E _ J� ------- -- ----VEGETATED CORRIDORaENEWS:Sr 6 _ 2S101CA00100 AICES.EASEL 11()C.No _ OWNER ADDRESS: zo07-ol9vlizz S� FIELDS,FRED W REVOCABLE LIVING 111 SW 5TH AVE 83675 PORTLAND,OR 97204 Revisions and_Addendums SHEET f r C 5 NW PUBLIC WOGS DEPARTMENT EAST TIGARD SEWER IMPROVEMENT E _ - 2$1010001100 Description T Date o_. By EX1 _. -. .. + PUBLIC WORKS DEPARTMENT ti BID I AR 13125 SIC FALL BLVD, 3 OWNER ADDRESS: (- FIELDS,FRED W REVOCABLE LIVING TRUST - ---- --- ----- ■ VOICE SORE ON 4172) 111 SW 5TH AVE#3675 - 13190 SW 68th Pukmay,Suis:150 OF PORTLAND,OR 97204 - _-- --- - "-- 'Tif,.ard,Orcgl 97223 FAX. 503-624-0752 16 8 1 50 25 0 50 - --.. --_. -- _ _ .-_ _ 5111968.6655 wvW.cc.nw.a rm WWH'.77G4R0-OR.00V FILE NO �'T THIS DRAWING IS FULL SIZE WHEN 22'X 34'OR IS REDUCED 70 HALF SCALE WHEN 11'X 17' - - EXI S I 1 N G CONDITIONS 930 3 DESIGN:ARW DRAWN:ASM CHECK: ARW PROJ. N0:930/3 BID ON: 1 '1(02.08 CWS59103 t " SAN EXTG 4 3,61.11-7S-1,1 LCWS2114B SAN EXTG 1+73.28 SMH-A2.1 > -" 'U - - "SAN UTI I 1•R5.12 CO-I VIETUND ,7;.76 CWS21147 ! SAN LAT 1 V SAN Ek IG NDARY OHW I yL J 12.95 CO-6 t ' 'H SAN A 2 ETATED 12•'CONC 11 - 1 to mwA,FRMAINAIA r oaatl3Da SAN79 77 AWszto'4 LINE1 c a PAGE 112 / m• �2+91.]95MH-A5.1 (i8+22.01 SAN EXTG) ) V SAN UT 2 7+63.41 CWS21146 .! / ''a -T12 CONC__- --� ''� N E%iG Omw 15" '1QJG ��aAN1'TIRT'9E9.tA '/-I- __ _-- _- IJ'e 1�-- -�'--h - - _ L Q �) WETLAND 701YATE0.MA7N AN0-� I+00.00 SMH-Al -_ "10'a0�i ER'tlN[X15 P ?` _ I r -UNDARY sF.vEF eol]k sls PAGE'slz / '_+ SAN LINE A EASEMENT PER]9049955 \'C---C 7D_ `-�,- T ``�_ i+_ - r +_ - - J, 1 (3+49.66 SAN EXTG) r �0+39.92 CW556644 2+57.40 SMH-A2 _ r _ �2 f SNC I r - - •1 3 _-5 CN-211.13 - U - /// _ _ h \\r `� _�i r - - SAN ExTG _ -'- j!i cpNE ` d SAN LINE A>• SAN UNE A vueL;c SAMRAAr s[wE4 1 - -"- (2+89.58 SAN EXTG) (0+90.00 SAN UT 1) / I EAS(MENr PER t _ 11 4+14.42 7.00'R SSWR CO-2� 4+88.44 SMH-A3 \f \ J t r o I ~u~- _ - `_ -f�+��_f _ -•5C fI SAN LINEA SAN LINEA - \ \\\ -I r a>i __12 CON_C _ _ - - JiN� 11+06.73 CW 521144�J 4 _ �aA--�' f+r �16+51.63 SMH-A9J } PIEZOMETER .'w 'Yi3 r \\ I i� \\\ 1 ' SAN EXTG - - �•�.-r" U T :-=">- 7'O` {1 WETLAND f I fACYII_ _- SAN LINE A + \ BOUNDARY I ' WATER QUALl tr _ ' - 15"�C"~j -� 15+14.39 6.86'R SSWR CO _ -�� 'A SAN LINEA ! 1 \ I 8+35.20 SMH-AS _ ! -f- 1 SAN LINF A 1 r I - - % / 1 I SAH LINE A= �~ - 15+45.63 SMH-AR (O�00.00 SAN t INF Bl -� - r - - (0+80.00 SAN LAT 2) -l_- -- // _�iJ 13+45.56 15A5'R E%-CO-1 SAN LINEA - t _ `_ _ pVC- / SAN UNE A i -----J �ts' c -15"PVC- _ ��- _ / 11+37.30 SMH-A7 '- _ A=-- - VP110XfwtE LOCAttOM Ov Gs �' 1+00.00 CW556466 t I /,0 Y ---- _ __ 1 S'�7C r - // / SAN LINE A EAseuFNr 00ot 587 PAGE 159 I Nj� SAN EXTG ^ ----'---- - __-- d ' r ` •! 1 "t/l = EEMENT VEGETATED CORRIDOR �j U 1 7. __ ¢,I@4-.d"mak - - r 0+82.73 SMH-Bl / / / jeo010'1c 1DIOU,vaASGE 989 __ ••"••RR t SAN LINE B / 24'.c[Ess E14EMENr i 9+03 i2 SMH-A6 PER Pv2Op1,OW SAN LINE A t LSAN3,52_NE A.14'R CO-4 j. VI31A1L RE-Na 11 ' � `. 1 EASFMENI ov2(10�'06� STAGING , AREA rr �_ E'EIEC*RIC 90WE0.LINE ,. "'" ,.•!'1 - •rJ r TEMPORARY STAGING TEMPORARY PROTECTION EASEMENr500c835PACA "" AREA FENCE, AREA FENCE, COORDINATE WITH COORDINATE WITH `•" rr r PARKS DEPARTMENT PARKS DEPARTMENT - -�- u EXTG SURVEY r�� a r -20 SMETAX2007-M3 EASEMEtrt / MONUMENT TO BE DOC N0.1001-019]23 PROTECTED(T'P) - POTSO DOG PARK - - 18+IB.30 367,56 R CWS58279 SAN EXTG i 20'WATER'w uEy �' rr r /_ _ SW W ALL ST _ SEWER BOOK 495 V ELECTRIC EASEMENT - BOOR 835 PAGE 52E - '_f_ -r'- - - - - '• �9� 4 ,..+�-..`- �_I f, � l e•4 fes. :7 a+31.45 SS R CO BI - /� W SAN LINE R Access E /22 E DOc NO. .: + + _ y EG NOFF _� _ _ ��l'.r 2TA7-0(9321321/2 .M1 � 914$ Bg = LEGEND Q e`'SEF9 9 CENTERLINE FLOW OF STREAM ' - --ORDINARY HIGH WATER MARK(OHW) ✓ O e -WETLAND BOUNDARY ''Fj,✓ 29.5°0�•,�Q• _ - -VEGETATED CORRIDOR �NYR44 ---- - - - ---TEMPORARY EASEMENT LIMITS/PROJECT LIMITS RENEWS GWIS a 9g �s Its F Jff Revisions and Addendums EAST TIGARD SEWER IMPROVEMENT Description SHEET ENGINEERING DIVISION i - - - - Ep1111 on Date No.. 8 PUBLIC WORKS DEPARTMENT �'2 131905VG`6R1hPukway.5uirc150 �''.7r.OR SX 722 4 191D 1 AR 13125 OREGON CON 9 LVD OF YOKE.'30J-09-417} --- I FAX. 30.7-624-0732 26 j Tig-I.L brc1{.>n 97223 WWW/M.WO-OR.(bV ]� 50 25 0 50 5t 1.968-6655 wwo-.ee•�nw.u,m FILE NO l THIS DRAWING IS FULL SIZE WHEN 22"X 34"OR IS REDUCED TO HALF SCALE WHEN I1"X 17" -- -- SITE PLAN 93013 DESIGN:ARW DRAYM:ASM CHECK: ARW PROJ. NO:93013 BID ON: _- KEYNOTES: ZgFr) } VEGETATED CORRIDOR O San Line 1+00.00 SMH-A1 2SIOIC800400 I lO - ;I io Const.60"conc.manhole over extg.line 12700 SW HALL BLVD I IF"' I .I r��mto,. ,.! - (For detail,see sht DETU NcLELLAN ESTATE CO. I I g p `^$Ii / - - Install 15"PVC san.pipe-157.40' 707 OLD COUNTY RD 10 4 25707(.800300 - BELMONT, CA 94002 j I I p I I $<'� 4 8200 SW HUNZIKER RD --' �N o� SMITH GERIG WESTERN PROPERTIES L PO BOX 930 EXTG SURVEY O San LineA 2+57.40 SMH-A2 m I WILSONVILLE OR 97070 MONUMENT TD BE Const.48"cont.manhole �—WETLAND BOUNDARY -� �_ _ { - < - - "— ROTECTE ( ) For detail,see sht DE Tl) Install 15"PVC san.pipe-231.04' OHW I I I 1 f 7WETLAND BOUNDARY -�\ ——` —_ — — — — — — . P D - I L^'�.�__--• _. --- '- —_ - - _ WETLAND BOUNDARY San Line 4+14 • — — ! - -: - --._ - -f -- - - _ t - -r-- -- --- - _..._.__�... - -. _ _ _ ._ - Confirm extg.lateral size and location 1. :. - / _ - --- I I. I I. �� -', - - • Install in-line"T" ,,,�_.._.1,.: -� -- �..�,;,.�-�� -_ __- _. _ __.. _ _. Install 6"san.sewer.lateral and I _ _.._.._--�_ reconnect extg service { / r j WETLAND BOUNDARY I I I r- �— _-' Constsanitary cleanout 8 ..S / _ _ _' .r I I. I- - (For detail,see sht DET2) / VEGETATED CORRIDOR —. Install 6"PVC san.sew.pipe= 10' `z— _ ___ _ __ _____� �t Imo______ _ _—____ ____, __ __ __ _---_ CENTERLINE OF J L ,�-———————————— —— —— \ O4 San Line A 4+88.44 SMH-A3 NEAREST TRACKS - - -SI�LITV 1+00 ———` 0 o pp o \ Const.48"conc.manhole APPROXIMATE - / s O p I O I S \ \ see sht DE ELEV=153 .+. 15"PVC ry M 15"PVC a �1 Install e15'�PVC san sew. -155.57' ——— 1 \ TIII, '-- --- -- — — I \ I1 15'PERMANENT SANITARY n v O 2 "�C 4 O Not Used \ SEWER EASEMENT m n 7 3 `\ Remove and Rebuild Fence=75 LF O FLOW LINE OF _ _ ____ I \ RED ROCK CREEK //' - G___ __ ____ ____ ____ __________ __-_-___ ____ _ ___________ ________________� 6 \ O7 Trench Resurfacing TEMPORARY CONSTRUCTION J y---- \y (For details,see sht DET2) I EASEMENT IGRAVEL � �[ O Fill abandoned pipes and structures Per PARKING LOT VEGETATED CORRIDOR \\ \ GN\,� r�i COOT Spec.00490.43&00490.44 12 Not used. \ TRIMET RAILROAD ROW \� xp of \ 2SIOICA00200 5 y�E \l 1 7900 SW HUNZIKER RD 10 For San Lat i,see sht C6 WALL STREET INDUSTRIAL LLC - A RICHARD VIAL EXECUTIVE CENTER LLC 11 Const.clay plug,see sht DET2 7000 SW vORNS ST PORTLAND OR 97223 12 Contractor to comply with TriMet railroad 1 PIEZOMETER _ - _ right of way permit and obtain a right of 1 I entry from Portland and Western Railroad: Crystal Galbreath,Real Estate Coordinator Genesee&Wyoming Railroad Services, Inc. _. 13901 Sutton Park Drive South-Suite 160 Jacksonville,FL 32224 Z Telephone:904-596-7782 8 E-mail:gwappswestogwrr.com Z a m 1o 3 vii VEGETATED CORRIDOR NOTE: AREA WETLAND AREA 1. CROSSING UTILITIES ARE APPROXIMATE, CONTRACTOR SHALL CALL FOR LOCATES AND <f =r g:,•S -^ a`4 4"�' FIELD VERIFY LOCATION AND ELEVATION PRIOR TO STARTING CONSTRUCTION.NOTIFY Z n oo EMG GROUND +Y z z O EXTG GROUND m I z p ENGINEER OF ACTUAL ELEVATIONS. M o „+ w w w — v it w I 2. EROSION CONTROL SHOWN ON SHEETS MH-A2 — — — -- l ` SMH _A 144 EC1-EC7. c *�=u, / SM -AI 3. WETLAND AND VEGETATED REMEDIATION W 5586 "II-- EF,G�ATERLINF SHOWN ON SHEETS R1-R2. 1111KW ER ELEV=1 0.79 ON 1.25 16 P?THqLE AND LOCA 3E WA IIER ELEV-1 7.64 ON 8.14 14 61•PVC 15'PVC SUP IMPOSED FL FRED ROCK CREEK 15'PVC I 155.57LF 15"PVC - 231.04LF - S=0.24% 136 136 = 7 l•, ._, _ 5=0.24% - _0 PROpFss O 4.NGIN$F4 goy ty I LA SA BACKFIL I - ♦ 4 P 11 - S.14 CLAY PLUG I NATIVE r CLASI B BACKFILLtEE - e 74'-0' 9'17 130 1'2 6.A9��.�R�� + 130 MRN (1 ! 0+20 0+40 0+80 1+20 1+60 2+00 2+40 2+80 3+20 3+60 4+00 4+40 4+80 5+20 5+40 RENEWS VW18 SANITARY SEWER LINE A Y° 1"HORZ=20' Ry tT 1"VERT=4' ti Revisions and AddendDms - EAST TIGARD SEWER IMPROVEMENT SHEET -- - ---- - ENGINEERING DIVISION Description Date O. B PUBUC WORKS DEPARTMENT C1 BlD I AR N -- rJr2s S.W. N4u eLw. 3 'AGARD. ORL-00Y 9722J OF SCALE'. 1" = 20' 13140 SVP 69th Pul+_•Suia 150 WACE.. 503-09-4171 l ! TiRerd,C:)­K­97223 . , FAX,rA^.ARO-503-021--0752 24-07G0V 26 rc' 0 o 20 - f 901.v6R.665s�.«+�w.«,RWWW (,� o- ILE N i! THIS DRAWING IS FULL SIZE WHEN 22"X 34'OR IS REDUCED TO HALF SCALE WHEN 11"%17" SANITARY SE YrER PLAN OG PROFILE 93013 DESIGN:ARW DRAWN:ASM CHECK: ARW PROJ. N0:930I3 810 ON: I I I KEYNOTES: I O San Line A 6+44.01 SMH-A4 Const.48"cont.manhole (For detail,see sht DETI) Install 15"PVC San.pipe-191.19' / I 12+00 I San N Line A 8+35.20 SMH-A5 _. a ( 2S101CA00700 Const.48"conc.manhole 1 I MERITAGE FIVE LLC For detail,see sht DET1) 2SIOICA006DO I F- I 7940 SW HUNZIKER S? Install t5"PVC san.pipe-68.32' MERITAGE FIVE LLC g m I I TIGARD OR 97223 7940 SW HUNZIKER ST TIGARD OR 97223 San Line A 9+03.52 SMH-A6 I I Z I I EXTG SURVEY �� P• I QConst.48"cont.manhole MONUMENT TO BE (For detail,see sht DETJ) �P•(y G�,/ I I I PROTECTED(TYP) �•-�/ Install 15"PVC san.pipe-233.78' A 9+03.52 Const'nsanitary cleanout i I / \ \\ \\ 7 •�.. - o (For detail,see sht DET2) \ \ �'w \Ntn+ Install o ay 6=140.03VC n.sew.pipe-47.14'@ \ `� 7%,IE'PNn Not Used VEGETATED CORRIDORI I I I O fff \ \ \\ y 6 For San Line 8,see sht C5 --I VEGETATED CORRIDOR / x / 15"QVG ♦W y N \ \ WETLAND BOUNDARY 1 10 ^ / O For San Lat 2,see sht C6 b p / ^ yam\ \ \ O Fill abandoned pipes and structures Per ODOT Spec.00490.43&00490.44 1I+ I T.I \✓ \\ \\ '/ - I { 1+00 I L------- -�—i ' Trench Resurfacing JI 9 ------ter � O9 \ ---- -J ', �-___ ______ — � } (For details,see sht DET2) ------ ------ ---- � . ———---'—— + S 10 Remove and rebuild fence=105' SAN LINEA 8 15"PVC ° �'s' \ ^o —` IS"PVC —— ab———— ———————— —— — 11 Const.temporary protection fence '77 __— T 2 �1 V 4 ^ 2SIOICA00400 coordinate with Parks Department.Cap / 3 '^ 7924 SW HUNZIKER RD extg.irrigation per Parks Department J ^ o_ 15'PERMANENT SANITARY J 3 °' MERITAGE FIVE LLC Provided map and repair and restore any SEWER EASEMENT} 7924 SW HUNZIKER RD damaged irrigation at completion.----- --- 35 - .. TIGARD OR 97223 ------ 1 6 -- ---- -- ----- ------- ----- / 2S101CAO0500 / 0 y 7960 SW HUNZIKER ST Ox 0• / / TIGARD. CITY OF / T 'SO / 10 / TEMPORARY VEGETATED CORRIDOR - / ATTN: CITY MANAGER CONSTRUCTION EASEMENT � �.-� 11 10 13125 SW HALL BLVD NOTE: TIGARD OR 97223 1. CROSSING UTILITIES ARE APPROXIMATE, 1 Tie N CONTRACTOR SHALL CALL FOR LOCATES AND NFIELD VERIFY LOCATION AND ELEVATION PRIOR v, TO STARTING CONSTRUCTION.NOTIFY WETLAND AREA z m VEGETATED CORRIDOR a Z m ENGINEER OF ACTUAL ELEVATIONS. m vAREA HeN_ �o6� 2. EROSION CONTROL SHOWN ON SHEETS 152 — 33� ; ;'^ T- m . ., 152 ECI-EC7. + W'"0 3. WETLAND AND VEGETATED REMEDIATION i z^O EXTG GROUND ata S Z=O �'-'W W SHOWN ON SHEETS RI-R2. o www mo�www SMH-A6 — SMH-_" — — _ _ _ — _ _ — _ — — _SMH• 5— — -- — I — ExTG GROUND / 144 — I I 144 r SUPERIMPOSED FL OF RED ROCK CREEK 15"PVC 15"we Is wC I 233.78LF 15"PVC 19119LF 68.32LF 5.0.24% 155 57L S-0.24% 50.24% 'S=0.24%136 ( 136 EKED PROOFS Q j 0�1 a0PR Sri 0 GONE C SS A BACKFI L CLASS BIBACKFILL -- _ 9'G7. "26.\00��� 11 E NATIVE 3/ 0" 130 �M'R.`N A,/(/ 'J 130 5+40 5+60 6+00 6+40 6+80 7+20 7+60 8+00 8+40 B+BO 9+20 9+60 10+00 10+40 RENEWS d7fM1e SANITARY SEWER LINE A •� 1"HORZ=20' 1"VERT=4' r H Revisions and Addendums SHEET - - IN NGINEERING DIVISION EAST TIGARD SEWER IMPROVEMENT / D_escription Date f_r_o._181r C2 y - C E S N W UBLIC WORKS DEPARTMENT BIO i AR - rzs sIr rrAtc ecw. 6 GARD, OREGON 9722) OF SCALE: 1' - 20' - - - OCE: 503-639-4171 13I90 SW 68th Puk"wy,Suitt LSU AX: 503-624-0752 y Tigard,OreFrt�n 97223 26 �+ m' a' a oo' 503.966.6655 .,.�.ce:�W.com WWrWARO-OR.GOV FILE N THIS DRAWING IS FULL SIZE WHEN 22"X 34"OR IS REDUCED TO HALF SCALE WHEN 11"X 17' DESIGN:ARW DRAWN:ASM CHECK: ARW5PROJ. 0:93013 BID ON: SANITARY SEWER PLAN & PROFILE 93013 KEYNOTES: \ O San Line A 11+37.30 SMH-A7 \ Const.48"conc.manhole \ (For detail,see sht DET1) VEGETATED CORRIDOR Install IS"PVC San.pipe-408.33' 1 EXTG SURVEY O San Line A 13+46 81005 W UNZIKER RD � MONUMENT TO BE Confirm extg.lateral size and location \ HUTTIG, INC PROTECTED(TVP) Install in-line"T" `�- 555 MARVILLE CENTER DR \ CPO 1041 HEI Install 6"PVC san.sew.pipe 17' \ \\ STERFIELD MO 63006g' Reconnect lateral to ext cleanout San Line A 15+15 \ \\ I Confirm extg.lateral size and location WETLAND BOUNDARY / Ins "tall in-line"T' Install 6"PVC san.sew.pipe 8' Const.sanitary Cleanout (For detail,see Reconnect to extgt lateral WATER QUALM \ 5 \ - I O4 Not Used FACILITY \ 5 O FII abandoned pipes and structures Per COOT Spec.00490.43✓§00490.44 Trench Resurfacing - �'I _ / (For details,see sht DET2) Z J U ----- ---o----- -------- - - _ __ - _ �`�__ W BOUNDARY�_y VEGETATED CORRIDOR --—_ d f IDOR � Z o 00 -- ------ e ` —— ----_ --_- a O Remove and rebuild ante 9 gate z 30' aaW — ----- �-- �_ SAN LINEA — 01 -- -----�-s--� -- F -- --_- -- 8 Protect ext fire line 01 JwzFu O 9 f W 11 V } I O ?J W m ^- - ` '�t- ------ -— --_- k - 15"PVC -- ' V Q= 10 Contractor shall maintain access to Loading I 15'PERMANENT SANITARY - - ^' a - - - -- -i _ _ _ 6"-- - - F-N U7 Dock at all times. �_---- --.--- ,l ,I _ _ _ __ SEWE0.EASEMENT 1 = 11 - -" X----'1c--- - F+w --II ------ >-_ _ ____ ___-_ �C 1 I^ 11 Contractor shall verify location and protect -- -------------- -------- ------- -' __ - - ^ existing Fire Line and associated thrust `TEMPORARY CONSTRUCTION 10 8 2SIOICA00400 2 -7924 SW HUNZIKER RD 3 6 I blocks EASEMENT MERITAGE FIVE LLC 7924 SW HUNZIKER RD 8 nWD OR 97223 1 ; w vM _^ NOTE: z N 6_S 1. CROSSING UTILITIES APPROXIMATE,ARE CONTRACTORSHALL OR LOCATES AND 152 k 152 FIELD VERIFY LOCATION AND ELEVATION PRIOR a=b I TO STARTING CONSTRUCTION.NOTIFY C�XTGGROUND a w Exit GROUNDENGINEER OF ACTUAL ELEVATIONS. - - - - _ SMM-A7 - - _ 2. EROSION CONTROL SHOWN ON SHEETS ECI-EC7. 3. WETLAND AND VEGETATED REMEDIATION Q\ SHOWN ON SHEETS Rl-R2. 144 6"FIRE LIN CROSSING `[STORM DRAT CROSSING ELECTR L LINE CRO SING 144 SU RIMPOSED FL OF RED ROCK CREEK )/ 6"PVC IS"PVC 6"PVC 15"PVC 408.33LF 233.78LF S-0.24% 50.24% 136 136 I � I I i .- tEpED PROFFS 5 B SACK L �3 �OINpF t 314"-D' q 130 130 10+40 10+80 11+20 11+60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 15+20 15+40 ' SANITARY SEWER LINE A ° I 1"HORZ=20' 1"VERT=4' RENEWS 6130+e n =A i� I Revisions and Addendums _ IND N0NEEFMCDIVISION EAST TIGARD SEWER IMPROVEMENT SHEET �t DeBCri> on -- -- - I Dote_- O. Ely_ r C T`A j UEIUC WORKS DEPARTMENT - L J l v ,/v C3 c� 810 -- _y r AR Jr15 S.W. H4L acro. 7 GAR0. OREGON 9722) a SCALE: I" 20' ---. _.._ _.-. SE 50J-621-0752 _ 1 t IMI.SW 68th Pi,-y,Suis 1`A 26 y ri�.r�i"oreln.�9722.3 W T?CAgo-ORCOV )i) _t -f - - - 503.968.6655 w,.-w-c-.M,..c- FILE NO iQ THIS DRAWING IS FULL SIZE WHEN 22"x 34"OR IS REDUCED TO HALF SCALE WHEN 11"x 17" _+ DESIGN:ARW DRAWN:ASM CHECK: ARW PR13 BID ON: SANITARY SEWER PLAN & PROFILE 93013 KEYNOTES: - 2SID,C�00,00 8100 HUNZIKER RD � ;'e- u G, INC 1 San Line A t5+45.63 SMH-A8 5 MARVILLE CENTER OR I Const.48"cont.manhole PO BOX 1041 I (For detail,see sht DETI) /CHESTERFIELD MO 63006 EXTG SU RVEY i MONUM NT TO 8E' I { Install 15"PVC san.pipe-110' PROTE ED(TYP) 1 O2 San Line A 16+55.63 SMH-A9 t.48"conc.manhole VEGETATED CORRIDOR I (Orsdetail,see sht DETt) �/-WETLAND BOUNDARY Const.inside drop / (For CWS detail 90,see sht DE-171) Install 15"PVC San,pipe-24.14' 5 F 3 � / O San line A 16+79.77 SMH CiP21074 t' Connect to existing sewer structure and reshape the channel ONot Used 16+80 O Fill abandoned pipes and structures Per a _ _ a B ODOT Spec.00490.43 6 00490.44 wiul __ __� AIVL�NHE Z — O Trench Resurfacing =z 15"PVC o (For details,see sht DET2) UuZ T a o w _ _ O7 Contractor shall submit traffic control plan F+w N-�; I - prior to any work in the public right of way. 2 Contractor shall maintain access to private parking lot at all times. O Restore pavement markings 6 10 1 PERMANENT SANITARY SEWER EASEMENT UI I O Remove railroad pavement legend SE7 _ Lr TEMPORARY CONSTRUCTION C 9 10 Contractor shall verify location and protect EASEMENT N existing Fire line and associated thrust X blocks m O l 2S101CA00400 W 7924 SW HUNZIKER RD I ZO MERITAGE FIVE LLC 7924 SW HUNZIKER RD Q TIGARD OR 97223 m Q w m O0 NOTE: 2 3 160 - _ 160 1. CROSSING UTILITIES ARE APPROXIMATE, CONTRACTOR SHALL CALL FOR LOCATES AND FIELD VERIFY LOCATION AND ELEVATION PRIOR TO STARTING CONSTRUCTION.NOTIFY ENGINEER OF ACTUAL ELEVATIONS. 5 nr r r 5 2. EROSION CONTROL SHOWN ON SHEETS +=6Zo em =� o EC1-EC7. n F- GAS LINE C OSSINGS _ . u 7 r SHOWN ON SHEETS RI-R2. 152 + =O SMH- 3WETLAND AND VEGETATED REMEDIATION i 1 9 21074 ., 152 �+�-- — — _/_EXTG GROUND — � SMH-AB E RICAL LINE ROSSING 1 F-:TG i CHIP i 144 144 15"PVC O ls•PVC .GOLF 24.14LF S-0.24% tiCAEO PROFFST �NGINEE,P 47,1 y 4 1 7 a 136 c ss B BACK L 136 sir-D o i 134 134 t 15+40 15+60 16+00 16+40 16+80 17+00 RI$ : SANITARY SEWER LINE A RENEWS SWIS 1"HORZ=20' �c 1"VERT=4' R'A 41 { y Revisions and Addendums SHEET 11 Description Date o. By CES �T`/�JgPROJ. N0:9j01j EPNU�CEWORKSI�ONTMENT EAST TIGARD SEWER IMPROVEMENT C4 jam, j`J ,/,/ IJ125 S.W rwl BLVD. 8 BID --- - --_ ---- 1 AR TrARI), OREGON SCALE: t" 20' VOCE. 503-6J9-4171 2) 1 1170 tiW'69th Pvkvay.Suite 1.50FAX.• 50J-624-0752 026 ! Tigard,"—g—07223m ic' ozo _ _ 503.68.6655 uv,..roenv,.co�, WwMaNt4RD-LW.tbv ��/� p� ILE NTHIS DRAWING 15 FULL SIZE WHEN 22'X 34'OR IS REDUCED TO HALFSCALEWHEN 11-X 17' SANITARY SEE CR PLAN & PROFILE 93013DESIGN:ARW DRAWN:ASM CHECK: ARW BID ON: 1 1 KEYNOTES: I tt - 1 6 O San Line 8 0+00.00 SMH-A4 7+00 I , 1- See sht C2 t , Install 8"PVC san.pipe-82.73' I 2SIOICA00600' 1 STAGING AREA POTSO DOG PARK A i HERITAGE FIVELLC ` 3 O San Line B 0+82.73 SMH-81 1 7940 SW HUNtiKER ST ` 3NConst.48"conc.manhole 1 TIGARD OR 97223 \ (For detail,see sht DET1) VEGETATED CORRIDOR Install 8"PVC San.pipe-348.73' San-�.� I \I WETLAND BOUNDARY O Const.c 1.45 SSWR CO-B1 cleanout 1 (For detail,see sht DET2) `._ 2S101CA00500 I' - O Remove and Rebuild Fence 80 LF 7960 SW HUNZIKER ST TIGARD, CITY OF ,It 5 Trench Resurfacing i / \ ATTN: CITY MANAGER O g / \ \ TEMPORARY 13125 SW HALL BLVD (For detail,see sht DET2) TIGARD OR 97223 4 CONSTgRUCTiDN !i - EASEMEiJT O Const.temporary staging area fence, coordinate with Parks Department.Cap EXTG irrigation per Parks Department xo / 2 _ _ provided map.Restore and repair any / P o \ \\px 15'PERMANENT SANITARY 5 damaged Irrigation and landscaping after SEWER EASEMENT�— 3 completion. ------- - ----- ---- ---- - -- -- ----... —� SAN LINE B g i o o 0 0 + WETLAND `- - ------ — ----- ----- --- —6"—PVC PVC ---- ------ ------ . BOUNOARY _ -. ..�- y-- �_�_.—_._..�._•--.---.,_ ._.__.-_-.-••---'�arm '� -- -- - - r Ij EXTG SURVEY `-�ti,_• :' 2SI01CA00200 MONUMENT TO BE - 7900 SW HUNZIKER RD TYP WALL STREET INDUSTRIAL LLC PROTECTED ( ) A RICHARD NAL EXECUTIVE CENTER LLC 7900 SW VARNS ST PORTLAND OR 97223 3 m w O Z o 0 VEGETATED CORRIDOR n 5 WETLAND AREA AREA t fo NOTE: 160 I u 160 SWR cO-Bt 1. CROSSING UTILITIES ARE APPROXIMATE, CONTRACTOR SHALL CALL FOR LOCATES AND FIELD VERIFY LOCATION AND ELEVATION PRIOR TO STARTING CONSTRUCTION.NOTIFY ENGINEER OF ACTUAL ELEVATIONS. Z m I _ _ 2. EROSION CONTROL SHOWN ON SHEETS mj Wim♦ ECI-EC7. Z -!'RR+ e.a. „ EXTG GROUND 152 — — ut c..� Z O 152 3. WETLAND SHOWN ONS EETSDRI VEGETATED REMEDIATION +g 1+SMH-BI -PVC 8.73LF 5 2.00`Y° 14 144 � I W g213LF g.5.06°b I tiE1yED PRDFfT °.°� aGINEF'r'bi 131 136 e I CLASS A BACKFI EGON C NATIVE C 3/4`0'1 ASS S BACKFI U. '��NY t 132 - 132 0+00 0+40 0+80 1+20 1+60 2+00 2+40 2+80 3+20 3+60 4+00 4+40 RENEWS°/01' i' SANITARY SEWER LINE B 1'HORZ=20' Rj tl 1'VERT=4' Revisions and Addendums _ EAST TIGARD SEWER IMPROVEMENT SHEET Description _ Dote o.BY 1T� C I1�\TI{\/A\/T PUBLIC�WORKSDEPARTMENT C5 1_AR C L S I 1 r 1� 1� r3125 S.W. HALL BLVD. 9 SCALE. I' = 20 - yp . OREGON X72 3 OF _-_-. _- I31'/0 SW'68th Padc.'ay,Suite ISP 177 503-624-0752 T n-i,(_)reg—91223 fAX: 26 ?p' r0' 0 10' _..--.-____.___.... - -_ 50i!Z.6655�vww.cesnw.cnm 8 WWW T7GARO—ORGOV FILE No THIS DRAWING IS FULL SIZE WHEN 22-%34"OR IS REDUCED 70 HALF SCALE WHEN 11"X 17" � -- DESIGN:ARW DRAHM:ASM I CHECK: ARW I PROD. NO:93613 I BID ON: SANITARY SEWER PLAN & PROFILE 93013 1 , I KEYNOTES: 2SIOICB00400 I I V I 2SWESTERN 12700 SW HALL BLVD I I I` I (8200 SW HUN23KER RD O San Lat 1 0+90 SMH-A2 MCLELLAN ESTATE CO. SMITH GERIG STERN PROPERTIES L PO BOX 930 See shI C1 707 OLD COUNTY RD I I I 2SIOICA00600 ` WILSONVILLE OR 97070 Install 8"DIP san.pipe-83.28' 2+00 I I / BELMONT, CA 94002 I I I 7940 I SW CE FIVE LLC I\ WETLAND - 2 San Lat 1 1+73.28 SMH-A2.1 WETLAND I 1 \ TIGARD OR U971223 ST ` \\ / O Z I I I I II / BOUNDARY 1 U BOUNDARY I Const.aa"cont.manhole (For detail,see sht DETI) v /O/ I I 1 \ I VEGETATED CORRIDOR Install 6"PVC san.pipe- 11.84' F I I 1 I I 1� 15'PERMANENT SANITARY I �,,, 1 \) p<> r�I I ( SEWER EASEMENT TEMPORARY CONSTRUCTION I I \ I I 6 9 �j San Lat 1 1+85.12 xF rvl I I I EASEMENT I I I I Confirm extg.lateral size and location x8 w N^N II 10 I 11 ` \ / Const.sanitary Cleanout _ SID I - _ ------------ ----- I I I \ TEMPORARY CONSTRUCTION E For detail,see sht DETZ) g j w 5 oIZ I '} --- - �` 2 1 j I ) i EASEMENT - -__ Reconnect extg lateral 8=w o�0 r I I 12 12 j 8+00 ' 15'PERMANENT SANITARY U N =N<FZ71 j S I I�- I I SEWER EASEMENT 229' __--___ __---j 1 O Not Used D _ og�r SID L Iz I __ -- -- - - --- u,m;` a I c Ir- ' L VIII' I 12 Remove and Rebuild Fence=40 LF + 8"DIP s I as—T � - -1- - -- --�-- 1 3 Qa I 12 --4- 'Gb S L -- �- �� --- - --- Irn I -� _ _ - -.�. s � lo•z0'—�f O Fill abandoned pipes and structures Per 1 I r-" I - - - - - - ---- -- I I D L _ - 'IS o ODOT Spec.00490.a3&00490.44 I I I 3 I o g"DIP N _ -�-_____ San Lat 2 0+60 SMH-AS L- - • 6 li SAN ILA 2 ——— ——�" — _----- \ 8 See sht C2 10 - 11 Install 8"DIP san.pipe-211.78' 7 I Fr - - L- _ \ O San Lat 2 2+91.78 SMH-A5.1 Const.48" onc.manhole U I I \ (For detail,csee sht DETI) •\ I I or ' I I WETLAND I orlw Install 6"PVC san.pipe m 21.16' BOUNDARY I U I I 1 I -' I , San Lat 2 3+12.95 NOTE: Confirmvitlateral size and location a I 4 Const.sanitary Cleanout 1. CROSSING UTILITIES ARE APPROXIMATE, (For detail,see sht DET2) I I CONTRACTOR SHALL CALL FOR LOCATES AND Reconnect extg lateral FIELD VERIFY LOCATION AND ELEVATION PRIOR TO STARTING CONSTRUCTION.NOTIFY 10 Install temporary Creek Crossing ENGINEER OF ACTUAL ELEVATIONS. Const.Creek Crossing Restoration (For details,see sht DET2) 2. EROSION CONTROL SHOWN ON SHEETS 1 ; ECI-EC7. 11 Locate and protect extg CIP water main _ u 24' WETLAND AREA 3. WETLAND AND VEGETATED REMEDIATION 12 Const.day plug AREA OHW 2 w 3 -a (For details,see sht DET2) SHOWN ON SHEETS RI-R2. zrvnom OUNDARY Fr VEGETATED CORRIDOR AREA 139.1'WETLAND AREA F ;m ry z 6;, OMW BOUNDARY_,,_ SMH- I n j vinRR m ' 144 7 ; I d M " EXT GROUND 144 ` i aim I I ^M p n — SMH-A2.1 CO-1 I � � 1$2 .•� 152 I I I SMH-A5.3 CO-6 — — — _ _ � n /I I +x--0 I 1 I 1 S.DIP 1 1 '/ I _ SMH-AS I I 13 136 I EXTG GROUNDVERIFY PT LOCATION OF EXTG J 6'PVC 1/ I 1 11.84LF LITERAL TO ECONNECT 1 144 CU S A BACKFILL CIAS B BACKI NATIVE 3/4"-0' 1 130 --- --- 130 0+90 1+201+60 2+00 2+40 2+60 --- ----- - 1+22 6 1+44 CLAY PLUG12 B"DIP I _ SANITARY SEWER LATERAL 1 2L1.78LF VERIFY DEPT 6 5=0.50% � LOCATION OF EXTG LATERAL TO I ECONNECT 1"HORZ=20' 13 - 136 , EOPaOvss 1"VERT=4' 1 s'PVC qL F ! 1+14 CU PLUG 12 I I 2It40 UV PLUG 21.16LF �k'34.aGINEF9 ifs CREEK CROSSING RESTORATION I 1 1 (5uu (EIGHT) 1 5=3.23% 1 4 CLAS NA EKFlLL I CLAS 3/4'O KFlLL� - Install class SO riprap 1'thick and 6"-0"well graded river rock 132 - -- 132 -F oorle Q, i V thick in the creek bed,for detail see sht DE72 0+80 1+20 1+60 2+00 2+40 2+80 3+20 3+60 4+00 ! SS LAT 1 SANITARY SEWER LATERAL 2 RENEWS SWID i6 Install riprap between sta 1+20 to sta 1+35 Install revegetation between sta 1+19 to sta 1+46 1'HORZ=20' 1°VERT=4' yy SS LAT 2 ay Install riprap between sta 2+18 to sta 2+43 ti Install revegetation between sta 1+13 to sta 2+53 A." Revisions and AddendDms `�1 EAST TIGARD SEWER IMPROVEMENT SHEET 810-- - 0430 7 1 l By_ v S N W PUBLIC S DEPARTMENT C6 Description i Date tNo_ g f AR PUBLIC WORKS DEPARTMENT G - IJ125 S.W. WILL 8LVD. 10 x _ J/G4A0. OREGON 9711) - -- OF SCALE I" = 20' t 131'X)SW 6Kth P.rkwa]•,Suirc 150 FAX 03-629-4171 •I'ixanl,C)—M—972-1.1 FAX SOJ-624-075? 26 p' -01.968.6655 wwa�.c—.— WWW.11r.41rD-DR.GOV ILE N ! THIS DRAWING IS FULL SIZE WHEN 22"X 34"OR IS REDUCED TO HALF SCALE WHEN 11"X 17° - - _- SANITARY SEWER PLAN & PROFILE 93013 DESIGN:ARW DRAWN:ASM CHECK: ARW PROJ. N0:93013 BID ON: I 1 I I 1 xI • ti 1+73.28 SMH-A2.1 I Ix Oxl SITE ADDRESS: I S I - -•'' 12700 SW HALL BLVD,TIGARD,OR 97223 -+ x EXTG SURVEY MONUMENT SITE ADDRESS: 1 � I SITE ADDRESS: I SITE ADDRESS: TO BE PROTECTED(TYP) 12700 SW HALL BLVD 1 I g I 12700 SW HALL BLVD 8100 SW HUNZIKER RD -•' TIGARD,OR 97223 i Z t TIGARD,OR 97223 TIGARD,OR 97223 1 WETLAND x 1+as-\ N xl IMPACT AREA A -1+21 VEGETATED CORRIDOR IMPACT AREA 1 -- - - - - -- - -- ---- - VEGETATED CORRIDOR — _ 15+14.39SSWR CO-6 t` F S IMPACT AREA 2 ' -- _ -' SPN,�NE - I _ SITE ADDRESS: SAN LINEA ,-13+45.56 EX-CO-1 7924 SW HUNZIKER RD 1 1+00.00 SMH-Al 1+10---' ___�,. �� -�� TIGARD,OR 97223 SITE ADDRESS: 7900 SW HUNZIKER RD SAN LINE A SAN LINE A -TIGARD,OR 97223 VEGETATED CORRIDOR ------------ --- 2+57.40 SMH-Ara SITE ADDRESS: 7900 SW HUNZIKER RD IMPACT AREA 6 TIGARD,OR 97223 Vegetated CorridorI I Pla tina Plan 190sf - ---- - ------- - ------------- Scientft Name Common Name I Tvm I Soacina I Number Veaetated Corr or Im act Area 6 Plantin Plan 941 sf Mahonia a uif lium Tall Oregon grave Shrubl4' 8 Scientific Name Common Name Type Spacino Number Rosa oymnocarpaBaldhi 4' 4 Mahonia aquifolium Tall Oregon grape Shrub 4' 25 Ribes san uineum Red flowertna Currant Shrub 4' 3 We rd Im a P Plan hori a os of s Snowb Shrub4' 10 mu carinatus California bromeGrass 15 Ibs 20° ScientificNa Common Name T Spacing Number Rosemn B I hi rose 4' 25 E!m s la cus Blue wildrye Grass Is Salixi chnsis Si ka willow Shrub 5' 4% Ribessan uineum Red flowenn currant rub 4' 15 Spiraea dou lasii Douglas sIrea Shrub 4' 8 8romus carinatus California brome Grass 15 lbs 20% Rose Disocarpa Small fruited 5 4' 8 E!mus laucus Blue wildrye Grass PIS 80% Carex obnupta Slouoh sedoe Fo 2" 1645 h Fort) G! eria elata Tall manna grass Grass 10% L i oides Rice cut rass Gras 15 lbs 2 Aro tis exarata ik bent rass Gras pis/acre 10 Des ham Sia ces it sa Tufted hai rass Grass 6 Vecietated Corrkl r Impact Area 2 Pla OnoPlan 3 sf Scientffk Name Common Name Type SpacineNumber Mahonia aquifolium Tall Oregon Qrape Shrub 4' 13 Symphoacarpos albusnw h 4' 1 Rosa gymnocarva Bal hi h 4' 1 Ribes n uin m Red fl w rina curran-t Shrub 4' 10 romus carmatus California brome Gras 15 lbs 20% EI mus claucus Blue wildrye Grass pis 80% NOTE: 1. Contractor to comply with requirements of CWS, DSL,&CORPS permits. 2. The entire impacted area outside the wetland, including outside the Vegetated Corridor shall be planted with native grass seed mix such as ProTime 404 Native Upland Mix with Color at a rate of 15lbs per acre. Included in this mix are California brome(Bromus carinatus), blue wildrye(Elymus %tDFROpe ' laucus streambank lupine(Lupinus rivularis and western arrow Achillea mille olium W�s`��GINfF9�b� cm t 'Sb1y1.R.'1'1 iaa RENEWS:&3DI1E �t A= x� Revisions and Addendum_s_— SHEET I Description ENGINEERING SDEPDIVISION EAST TIGARD SEWER I M P R O VE M E N T 1 2_ -_ Date o. B r PUBLIC WORKS DEPARTMENT L I �i`/�� R' iF BID --- f AR L j V �l�I IJ125 S.W. tWL al% J 1 F SCALES 1" 20' - Y171C£ 50-639-4171 0� I31'10 SW fi8th Fvkwap,suite t 5(+ FAA. 103-424-075? y T'iy5a rd,c]re}on 97223 26 �d w' 1° GOV ' ° 2Cr --- 503.968.6655 wvne.°a,ror.°om M M N%'N!DWRD-�' p A -{� ('� oC T p A A' �+^uC 1' C p A' FILE NO THIS DRAWING IS FULL SIZE WHEN 22"X 34"OR IS REDUCED TO HALF SCALE WHEN 11'X 17• _ -- -- -- _ _.-. -_ r LAN 1 IN V RES RESTORATION JCHEDULC PLAN 93013 DESIGN:ARW DRAWN:ASM CHECK: ARW PROJ. N0:93013 BID ON: . - lIK 12+80 SITE ADDRESS: ' SITE ADDRESS: I�VEGETATED CORRIDOR 8100 SW HUNZIKER RD �' TIGARD,OR 97223 _ 8200 SW HUNZIKER RD IMPACT AREA 5 --_—_ EXTG SURVEY MONUMENT TIGARD,OR 97223 2+91.78 SMH-A5.1 S` "1 Ve etat d rWor Im act Area S Plan Plan 943 sf - - -- - - - Sri;BE v `fI2+53 ntt Name Comnwn Name T ac Number M honi ifolium Shrub 4' 25 m hon a os alb Snowbe rub 4' 1 I Rosa oymnocarpa Baldhip rose Shrub 4' 25 'gibe s n ineum Red floweringCurrant Sh 4' 1 Bmmus cannatus California brome Grass 15 lbs 20% 4+77—, iE! mus claucus Blue wildrye Gess pis 80% VEGETATED CORRIDOR SAN LINEA <i OWNER ADDRESS: Wetland ImeaArea C PllanIon214 4+88.44 SMH-A3 '" Scientific Name T 5 Number MERITAGE FIVE LLC IMPACT AREA 3 ;I I 7940 SW HUNZIKER ST Salix sitchensis Sitkawillow Shrub Vegetated Corridor Im act Area 3 Planta Plan 1,347 sf --------�_ >d TIGARD,OR 97223 Cornus olonifera Red osier dogwood Shrub 5' S SdenNa n Name T N r OWNER ADDRESS: '� iraea dou lad Dou I s irea Shrub 4' 12 5+14 �� MERITAGE FIVE LLC IIS - R i all f ited rose Sh b 4' 1 0 Mahonia folium Tall Oregon ra e b 4' 7940 SW HUNZIKER ST Carex obnu to h Forb 12" 1,926 S m honca s albus Snowbe Shrub 4' SITE ADDRESS: TIGARD,OR 97223 r., n s ffu rush Fo 12" 1,926 �, Rosa mnoca Baldhi rose Shrub4' 7900 SW HUNZIKER RD I • f en elata T II mann r 5 10% Ribes san uineum Red flowenn currant Shrub 4' 2 TIGARD,OR 97223 z i `` = Leersia o oides !Ric; rass Grass 15 lbs % 8 m s nn usCalifornia brom r 15 Ibs 20% EI mus 1 Blu wu Grass Is 80 WETLAND 4` WETLAND N A stisexarata ik n rass G pis/acre 10% IMPACT AREA B > IMPACT AREA C I ri —1+14 9+61 1 J ham si s Tufted hai ras Gra % 6+44.01 SMH-A4 II 1 We nd Im LY Area B P nti Plan(5.941 sf .- -•,---�- I --- - - - - - - - - S PN VNE ,,-` / Scientific Na Common Name T e cin NumberS ' Salix silch nsi Sitka willow Shrub] 5' 1 0 ; SAN LINE A /� SITE ADDRESS: Cornus stolonifera Red osier dogwood Shrub SAN LINEA •�/� 7924 SW HUNZIKER RD Spi - 'a TIGARD,OR 97223 raea dou I s;i Douglass irea Shrub 4' 1 8+35.20 SMH-A5T 'C Rosa isoca a Small fruited rose Shrub 4' 1 1'11 Carex bn to Slou h s d e F rb 12" 2,733 �- Y- x ff f Farb 12" 7 1 eri la Tall mann r rass 10% !� J -- Lee i : ides Ri a cu ra ss 1s Its z % I I r yQ�' �� 0+18 VEGETATED CORRIDOR A rata Ik n r pis/acre 11111 I I }' IMPACT AREA 4 _ Descha sia ces Rosa Tufted hai ras Grass % i 1 �' 9+03.52 CO-4 ( i m 0+82.73 SMH-Bt 2 SITE ADDRESS: „i 7960 SW HUNZIKER ST TIGARD,OR 97223 POTSO DOG PARK I 1 32 Veaetated Corridor IMack Area 4 Pie Plan(17.668 sf NOTE: Scientft Name Common Name Tvve I Simacing Number Scifix sitchensis Sitkawillow Shrub 5' 200 Ma nia a uif lium Tall Oregon grave Shrub 4' 350 1. Contractor to comply with requirements of CWS, DSL, &CORPS permits. SYmphoricarpos albusowe h b 4' 250 Rosa gymnocarpa Baldhio rose Shrub 4' 350 2. The entire impacted area outside the wetland,including outside the Vegetated Corridor shall be Ribes sancuineum Red flowering currant Shrub 4' 263 Bmmus cad t s Califomia brome Grass 15 Ibs 0% planted with native grass seed mix such as ProTime 404 Native Upland Mix with Color at a rate of EI mus raucus 10lue wildrye Grass pis 1 0% 15lbs per acre. Included in this mix are California brome(Bromus carinatus),blue wildrye(Elymus glaucus),streambank lupine(Lupinus rivularis)and western yarrow(Achillea millefolium). `E%EO PRopE$' OGINE'c sbf q ANY R���i 14/ t RENEWS.613&'18 tq I+ �tt !t �4 Revisions___and Addenduma __ _ __ SHEET j C S W PUBIC WR DIVISION EAST TIGARD SEWER IMPROVEMENT Description Date o. By PUBLIC WORKS DEPARTMENT R2 e BIO T 'IJ125 S.W. MLL&W. i -___ _._- �-- rIGARD. OREGON 97223 12 SCALE: 1" 20' -- 13190 SVG'°Nrh Prkrv��.Suite 150 VOC£:503-639-<r71 OF "S,1.()r WK 1722], FAX: 503-62<-075226 20' -- 51!79r,N.rJ.55 wuv-.ccsnn.cum 'r'r'r r!(+ARO-� FILE N )' THIS DRAWING IS FULL SIZE WHEN 22'X 34"OR IS REDUCED TO HALF SCALE WHEN 11'X 17' DESIGN:ARW DRAWN:ASM CHECK: ARW PROJ. NO:93013 BID ON: PLANTING RESTORATION SCHEDULE PLAN 93013 LOUR rR•AE -"'� . uUet(rasa') A[AST,Y W ao Sir =F.cN 'K n*r.F n J \wA1wt N stW •� WE tom. wo Wru�rw o. nW1 n1FUL / � .wITLEL aa.un .. sro asA�rc � r ... a...airu , - "r-%/ �� nuoAro rsAAf+rro caraa ;- � t_a .z•� I� _ --- MATERIALS: _1 • I_ yEteLe: nnsA n'real -{- AARatWrarl rtrNo•wD cOKA.aE TI, voo1N rw1sw arAaet m - },.n ss e., L. n a..�® _�%Jrn a rwsl srcp� �,J~/..m o rxa,ar�sr ar ro•v u cAsmrc I / /.1 rR c we.waw zrNa �`� ern t /. _ �N n .r--I RF Nrc' 'Rs t _T-,_-L• �aa+smic,c.wwwEt+ru '7-'ti_n u.n rwa,;r,:a s^, •� r ofrF.w FfLD ANCHOR DETAIL Mut b^E `rorAE� Mier•,, f ---ry T; ASI A 115 Ev0APS11 HW r�Y SEt w - f-I uFE L 1 tCU RCt1CV mw- CLAMP DETAIL (T MTH WX N YctD L A'C'MER .+t`•'R 4 ENS ilE e A - hl vM . ccpayuEp PCXA`PROPLENE PLASTIC N"''`EAR>,ED -ACI' .10A- 9rEK J.wl COwpvu m .� � •O.ND Ftt2NrwC NOIFS �\-�.w+f \•�!' a t'rt.r m`� ..J Wt u s[[s L Rro �� r.An-a w•N».tE�I.LL: � ay.�c'wnn atu w ~.. a[vE ut�t .sn.f.'S � 1 f! .•.v r '.: YNYKEE YCn"•r n„ !F a.Av[ro F.[WI.Yaw[xt-.�- [sAy p'xL rp-1.aw 1-AAL c� �1vAlwaf�-.'• j _�--- _._ R wur 1 , • �. M r al wal[w•,4 .'-w.t. r w»ww�w +.tr..C voo m•"Kt.f 'vw +r wrw.11r:e c CUinr' NoI vuArt.F COa.1^.iww AM•yl ANtf CE.0 E t W ArID d1 • " a e a , !(wbn rµp, Sm cf ,ro tao_ ww wlw Vis. rwul Yr[ aturw�,Eo' !J L iEV''Sn ALI C(Y1FrY Bt}sfEw w0[gluWn :MU JYOOM FMrlJr puNNFL E NC xE.1,NRFY1 vT5 Ld .,� 9aE [4•rE uArrKt( $ � E ar+A -10 J/a,t.Ka!f�Wr r�lvAae wrTFN APT,O 9 L.a w•t ee Y w+.w...rwr ; ¢ d -- a Tsrt. I'EN Aw.wu w+aw f+R.y wrt : 1 °`E r w,wr•„raw. auwca ro,arowut n .W 'AT."N Vi+ort a----�' f Y+NT AND�vL IILUBBDUL" x �.. _ [r A r o..wjr+wtw Yr+or _� •..,.,.� �r ms"uc,nrrn vo E o[,w,wx •` L sN4L BESTEPS JF rrNE S.YEN n. ♦•' e ,,. ArRr1 war rAnwat[n wf AAo rY vftr w rr o .' W.. wEV W Iue or4IIE Rvs i `t 'x DY9 CCF As . 'r MWrlla y Lb f• TIF Iw ut[-..1 x0-1 I "� � e aMAr aratq .. uNAUA-ACCE95 WrtdtENc NO VEPWTTE) s ` sa T� ar.L r� s m n1•arsc .To..✓r vu .:✓E ,dam • s° ♦ oxlfi-may •.I . STE^S ADbSTED P JrEN a A.•u. +•3ll '-'{t �Aa f YL YpaC 6EtT LADR11 Oro SHALL L1E EpOt EL 1H ,S .. L t -SN+Lry�A LE.St Wrt AT ARE IREE OF trry 'L _ NC:EBPoS .EPO- f ' •''mwKhim teas[W%w ` ''! 4)TN"A61j NOBS wM-wRwWC pleat- +� `phi wf. tr O� sxwalE R'.M1w ♦ cawaN m NE,EWwEwEw13 t .n�lt['wP IIO.L F �OrWr[L 90rlor A r AUL!YM.tuEW9 Lx SrANOA•o u ,t yw[l•IP''.(AYCN W ri44.F.ArtmK M'U((.YP/.a w7 LALLtrwLAER Jwuy wAe,A.s V 1'4Na'w y-y�D Ial RASFC WETt SRV s -� S JOm R1 ub• Vue Jr x 1 STANDARD MANHOLE (:leanIrvices MANHOLE BASE INSIDE DROP MANHOLE W/BOWL C IeanWater?Services MANHOLE STEP GeanWahr�Services CleanWdter Services DRAWING N0.G?J i}NA1NN(:NO 090 Rt a',L�':-`• 'PA h,M1...N. 11"U WATERTIGHT MANHOLE RING _ �'` / y,--1-1 _Depth of Ppe / 3.79' (d i:° Y iAnf� xWo,m w ( E'BarsTan 3/1- A / a.t O \ nu4 na eE IF`-m twt. ".r u a srslr JVMd r - ..E c..sr r AaruL I r..w,t rv/caf t4<ws.In as.lo A _ -} -1 wets(N•4r1rr No. , 11 2'min� No 4 aw,c•o'Aayrm(a raw,rw•T rs --- - HnOd `-'E'Bas5'm•� aD sent AA_ ��u uvrr ,woA r ul AWas 1 r0 eF _ NetrV II t stab JOht Slgll br y-nt.ted U O WSTALLtA•Naf.Ly gE CaCO - J . n ab is cast s�<efy cost ICnr�r}.tnct sith�npMde sect,On. �T �D 1--J• +�. __ i/ �'*�•am r0 r0.XCrrai BD_i=w 9[ •r • tM St ePe T _ 0 nYui PRECAST BASE SLAB TYPE 1•' PRECAST BASE SLAP TYPE <" YRou1m WF sro Tins iia Twnrfn (vn�.!) ; r R sLorttwn t n e �'1 .I.,aF No 1. • xw <G ghen -t' t str Face "1f' _ •un snRv wo"oaL a�tw.u4ol 1/e• +OrrI soot eE-D!r t•rb r 1 'e r. H23.�eL9mtSg.:. L�S�+riry�j O�twq SuµL a W ALY•YTw„t -- NO.!Naapa 1 C T , wwowa �Er BOLT-DOWNCOVER TOP c p SECTION A-A_ roase yen 2- DETAIL y Y a.ar�yI I 1/2'rlr. / .r.wK wwa.mw[w0 Lo.t.•r taw rt Fl-T `Note E.R hoop as r gh c to t, oo+els - ~ NFal9 I.W" at4i+aSEFa u Y M SdM YPft r risllYNa,[rAAlf rub arF SiM[r eCC=ito RSN.ove 'tC enough cm r.ta to I' Y7 :c Onpl,sh.eld Pptch Ip.iprt cnsting bas.to Awo:mea w.wur.rnafo n 1 ire rsa odds are present CAST-IN-PLACE BASE 'pl ��-S�Awouo uA1s.aE SLcnoWi)it AE_ AL+,safrl.wYae _ ;e— �. B«.r Dr m.ar.rw Na.xoo+wo wo nD PRECAST BASE SLAB TYPE 3 (OR PRECAST BASE TYPE 4) -1 Af e.-ALq ro a.Ep.R E SZE 60" 72" 84" 96' i reou rwFw. M sT.no.lcur LRs b YAx1YL:M THRQVGH PIPE 512E5 FrrtxaD [ TW- M N• 0 Nwm surwnerf a BAR�t 9As �-4 0-15' 15'-30' W-15' 75'-30' 0'-I5' 15'-30' 0'-15' 15'-30' f1 w J+4 lr..frs_ ��^--._ti` 9e.a ys. k 8.0' 9.0' 8.0' 10 9.0' 9.0" .0- 9.0" 11.0- _ w[xa t .Es.nrwr.o wE.o vrw+Ew.u+saActo a uort -1 I,Ew 'Y 1 D Bars /3 o 12'03 O 12-13 O 12'/4 O0", /3 O 10"/4 O 11' /3 O 9" #4 O 11' n, 60' E arc! /4 O 12' /4 O 9- /4 O 9" /4 O 6" /4 9 8' /5 O 9" /4 O 7" A5 O 8' Y ruts Awt.• ..oW.st rr•aw raL•n•.awrAa a no 54x5 w Lwc•a+.oat - 1ro �. ALIO • x .Lnt n or..IT rapA JaW;r..f[ss SILL Arri . ASLE s .aoTNI—-.r Lar aoW.;+ .• sem___ Ixo' w. 4 t10" t20• tt 0" t10' 120' t30' 12.0" t4.0' E Bos i4 O 12' /4 O 8" i4 O 9" R•e" p'O 7' O 5 O 7 H O 5' /5 O 6' r -erfA,ar uANwlsa sNt r ww.:'v ww:n a rsf auL. amour w.1z MIT A+oaI i+Ss[gYa u a tri Rrt . -Il.sat +s^I,- I` 1s ]Cr 9 0' 7 0' 9.o* 8.0" ID.0" _ _�Ea. [. ile'in r.ten s,Wa-- [rc­wvsFnar*Aw�wR_ 4 l O 11 /3 O 9' /4 N Ott"/3 OtY H Oto'/3 O,0"M O11' Ep ROF9 ! SECTION 'AE',V - FSI vxa x*W. rwrFAtfa ASF W r.r mts rowrrs F- .roe *!�...IF o 12' /4 O 9" /4 O S. #!.!.6' /4 O 8' /5 O 9' /4'O 7' /5 o 9" i ��•. svt t� 7.0- 9.0' 7.0' 9.0- 8.0' 10.0' 9.0- ll.o" Aq,1;S. 'w[ea su Fr O,e,Ar•0 e.wEAM ;V[oAu-uADF aFtnsr.+tv+awsrs,rr,7.EeFnAL a T A•rrwl.. :4Z,4 O 12" /1 ( /44' / 7408sL.auw.N*.Ft. vst s+,a.F r wEAs r.crw AND Nt SMA-sS'KEr; •a a r wAwaE�scs waow n,e. f xa*.rb u,a*r,f caw, W o v" O 9' 4 O 6' ' 1 O 7' 5o �t,Vl r IK N tP +PEAS aF'C C-AND AAR.'AL s Fri. O 12' /4 O 9' /4 O 9' H O 6" /4 O 8' /5 O 9" /4'O Y /5 O 8" 'p Ew up rpaN[hr ALL PE aA ST-ASN A-L!QA55 3G i`�E it J.EVLKtttwt OtNw4 wt 5 Ml i.^PD[a ra¢E+w rARe;La r_Es Ar irE a FR'Y:AIPt 0 Feu,.A0+•rL rD NF u tyrN. a A NE BEAPara Ll AealFlo. - eAs.L•P •Invert 1a Strsrl Grode ••Fabrkota repaisd to cast Illtmg ICWS n ban dab la vlc+l r IN Lb rel Ur-Notes SNE eaI n s..oacrto u..,f+nra rf9yrwl PIAs+R cans.1.T n res s Wal,o[o a,w tAty�La.N ¢E sro.alAwrw was.Ise.rb too Car+crstr. G=x.000 pn honMinq T)ps t h 2 a WrcAs,a Las,-a StM: t,=Gros 80 �kY R Y'1 (/ I I g .1 L'XAL .,��E TEW K——F.-IN e SUBURBAN AND STANDARD WATERTIGHT MANHOLE LARGE PRECAST CONCRETE RENEW&813GI@ LARGE PRECAST CONCRETE MANHOLE - TYPES $y MANHOLE FRAME AND COVER CkanWateT FRAME AND COVER [k.,,1��'Ite� �t (]eanlMaeer SerVk s n «IN•;Pv, '.1;J SANITARY DRA"mc NO 1so MANHOLE !� PEw:m 13-1! 14c N0. 16U 'r•+SFO t; U4 RE'ASEO 11-:.6 8A Descriptsand_Addendums EAST TIGARD SEWER IMPROVEMENT sHETI Description Dote O. B AA ENGINEERING DIVISION D�1 C E S I N W PUBLIC WORKS DEPARTMENT g@ BID - 1 AR 13123 S.W 44LL sLYD. 13 VG4R0, OREGON3-639 4171 OF 131905W 681st Polkrxy,Suite 150 VDICE. 30.7-BJ9-4171 Tigard,0,-gE 97223 FAX: AR-ORGO32 26 _-- 503.768.6655 aro w.canw.com WWM:TIGU2D-OR.L�Dv IEE N / THIS DRAWING IS FULL SIZE WHEN 22"X 34"OR IS REDUCED TO HALF SCALE WHEN 11")(17- DETAIL SHEET 1 93013 DESIGN:ARW DRANTI:ASM CHECK: ARW PROJ. NO:93013 BID ON: _ r r '•f LIMITS OF CREEK CROSSING I WETLAND(VARIES) EyISTMG CREEK BUNK ! PERMANENT EASEMENT LIMITS-� ---- 1 Ya //� \\\ l ALL DISTURBED CREEK BANK AREAS SHALL BE ' ATA•oARR CAST Mor pr_yyWy,aq,i III.r5'MMININ.�111 RESTORED,AS APPROVED COMPACTED e - / \ \\ K //,/ TRACERWIREEVEGETATED USING NATIVE PLANT LIST,ASBULK BAG TYP- SINOvO vNfraEREQUIRED. BOTH ENDS OF FABRIC SMALL---WNRr se BE KEYED IN A MINIMUM OF 6' Di �ifrL FLOWUME roW •'� 4 EROSION CONTROL AND REVEGETAION MAT MATERIAL WOVEN OF CREEK t �J' - ` 2 Hnors tm. lr Feuer tkfADE \ •+r, /, BRISTLE COIR OR AN APPROVED ALT.) ;NSTAUAT10N SMALL BE PER \\ _ _ / - / '1 t'•' v"B-T rsc Mup \ APPROVED MANUFACTURERS INSTRUCTIONS OPTIONAL J �� •��-B�ars�fUeeery___...-_. _._ _----_-__-+ _ I f/•'- o mR• / HEMHIGH WATER SYPASS � /IGH C LEV /ORDINARY ULVERT 'A' Inr] HIGH WATER OMW) ORDINARY 0.0 NnhdR D MphMe 11 MIN. WATER rYOTE$: TOP SCAB "A" TOP SLAB "B" - - - - - I Alt concr0t0 ah011 npw o'B d.Y ultina54 •��• omprK0lw ft-9th of 4,000 PN. ko.5 harpy 1'0 t'w OWkN CLEANOUT SHALL SANITARY LITERAL 2.A1:r0inlac•ment yhdl naw A mnimum \' I MATCH MEW SERVICE 1,01 all-,;th of 60.000 psi•IC, 60). �- m `-._- _ 1aACEK wlw 12"TYP 50 RIFIU�M OROEOQT IIREM PLAN VIEW I LITERAL SIZE '..11 leP rplicH Thal 6.24 par rlwmelers 1' -"i I u�.len rwled ul"erriye J^I r WYE yam'45"BEND SEE STANDARD '.A�fl f p d Cy$!mtlatl Go+in •' EXISTING O!" DRAWING 0770 �KBMi Rp y rR9Vire g I REDUCE AND BOTTOM NO.o10 Raf'A'- / I CONNECT PER O EXCAVATION ROCK FU P LIMITS AS Bwa"B- I�r-1• I6' i:;Kr\.i: -�\ I APPROVED KEY RIPRN UNDER- SHOWN ON THE PLAN CONNECTION TOP SLAB TYPICAL SECTION 45•RENO :�:} RIVER ROCK TOP SLAB "A TOP SLAB "B" TOP SLAB "B" \ f COVER DEPTH . I'OF 6•-O'WELL GRADED RIVER ROCK_ F';?i.:;i�:7 �:i�:;� `4;;?w t?,� 't •w. covEa STALL BE COMPACTED ....,.. -•'. ..u•. •.,v'• I 1.6'FOR UT 1 6 10 12" 4'-0' t0 7'-0" 7•-i t0 22-0" 4.2'FOR UT 2 NATIVE MATERIAL,DIMENSION SAND BAGS AS NEEDED 'SI Z-e T "A"-Bar "B" Bars T "A" Bars"B" Bars T "A" Bar "B" Bare VARIES PIPE AS SPECIFIED -PROYIOE l/4'-0'FORA PIPE BEDDING AS SPECIFIED 60" 8" 0.5 O 7 0.5 O 7,�' j�" No.S O 9' Mo.4 O 9' 12 No.S O 9' No.4 O 9' MINIMUM SLOPES: MINIMUM OF 6'AROUND ]] NEW SANITARY U� 6"PIPE"OALO SERVICE LATERAL AND NEW DIP LATERAL 6'MIN OF 3/4'-0'ON UT 1 - 72" 1 D" No.4 O 7' Np.S O 7" 12" No 5 O 9' No.S O 0' 12" Np.5 O 7' No.5 O 7" SANITARY SEWER MAIN 4'PIPE-0.020 VERTICAL CLEANOUT ALL SIDES L2"MIN OF 3/4'-0'ON LAT 2/ ELEVATION VIEW - -- SUPPORT TEE WITH BEDDING 84" 11" No.5 O 7- No.5•7- 12" No.5 O 6- No.5 O 6- 12" Mp.6 O 6" No.5 O 7• U4'-D",MIN T WIDE, PROFILE VIEW __-_ INSTALL AT 45•ANGLE A gt o i S w q NOTE: • 96" 12 No.5 O 6' No O 6' 12 Na 5 O 6" No.5 O 6' 14" No.6 96. No 5 O 6 000 18 a e0•• �•• 0 a 401,} .s 1. LIMITS OF BULK SAGS VARIES AS NEEDED.DEPENDENT ON SEASONAL FLOW LEVEL I Da" N/A N/A N/A12" Na.6 O 9' No.fi O 8' 16 4o.7 O 9" No.7 O)' /. 120" N/A N/A I N/A 1 12"1 Hoe 0 7"1 Ne.eI 16 No.7 O A' Nc.'D 3- LARGE PRECAST CONCRETE MANHOLCLEANOUT CREEK CROSSING CREEK CROSSING W/BYPASS TOP SLABS C1eanWrlter Services REVISED CWS RESTORATION tfD DRAWING NO,SOD NTS NTS TRENCH RESURFACING PAY LIMITS 2 1 7'MAK B required in T Off typical sections I of constructionyr Street Street rea plans ! / A p I I�+ A 1' T-cut see - r -_ Surfacing11W1111Anote 1 ! ❑O P Oa D D WICTH VARIES Topsoil or as _ 0 �n. CLAY RUG directed Base Material DD. oD ............ - no�Dn o O• D BACKFILL PER O p U C PROFILE SCHEDULE s of v o a -r yfr- PLAN VIEW e U D i � .y« i+ ' � o= E sEcnoN B--B W v$ E c 1 e t o y R a m o �•t<�n j �----r - i�l SECTION A-A D O.e r g Min bedding a " �a belooutside of 31 MIN bew 6" / pipe bell 3/4" - 0" MIN crushed aggregate r sLr.LH"ILII Rats - �- I •UYG P�res:LO NxPMANENT.:IE WS.Irs 1' ' K 9(YT^C•M:AKRS I ariMK ryRE 1. Trench foundation s- -•6' I ~ s s• " PED PROpF stabilization / •r- '' ', ' ' ' as directed ( ` g1E GIN 'rS t TRENCH FOUNDATION CLAY VIEW ` Av PLUG PROFILE VIEW Wv �N FF4�.� PAT LIMITS i 4'MAK TYPICAL TRENCH 14081 p 15'00.8' n NOTE: I UNITS 1. 1'T-CUT FOR PIPE ONLY PRO.ECTS. DETAIL Z JCINTS TO BE ACK AND SANDED. 2, T 3. SAWCUT SOIL BE TACK COATED MRN BITUMNUS ASPHALT EMULSION. �� 1 -- --- RENEWS'6/3D'18 TRENCH BACKFILL CLEANOUT FRAME CLAY PLUG .} REVlseoaTYDFnGARO AND COVER II (TRENCH CUTOFF DETAIL) �DRAWING NO.LBO NT$ J w"'q,a;1a., i:;J -- ----NTS ---- _-..--.-------_ t.1 - K� Revisions and Addendums �1 EAST TIGARD SEWER IMPROVEMENT SHEET _Deacri tion Date iv0.!B \A j` A ] ENGINEERING DIVISION �ETZ Y C r C 1\1 V\/ 'PUBLIC WORKS DEPARTMENT BID _. - J AR L EJ �I ♦ 1J125 Sw AWL atm. 14 I rn.Aao, OREGON 97223 OF 13190 SVC 68Lh PRrkvkv,Suilc 150 VOCE. 503-639-4171 - TiA;.RnI,O- .97223 FAX 501-624-0752 26 _.. - ..-.L..__`.._.- 'A 13.)68.(,655 wvv.crsnu.«rm • www 7ICrFRD-OR.Gov FILE N Q THIS DRAWING IS FULL SIZE WHEN 22"X 34.OR IS REDUCED TO HALF SCALE WHEN 11"X 17' DESIGN:ARWDRAWN:SSM CHECK: ARWPROJ. N0:93013 BID ONDETAIL SHEET Z 93013 : CONSTRUCT I:'2"TO 3!1'P.Ac.vs 1.!P ,—crklSTal K;r vervLWAP APa�r. EXISTING DRIVEWAY MATCH MOTH III GRADE A _ R W LINE - -f - SEE.:^.I. � S'MIN I2 9EE NOTE♦ SIDEWALK 1 -f. '.'� M ;:!-.:a."-F( CURB ANDGUTfER 5E£ LAnDSGPE SEE NOTE 2 NOTE 3 LANDSCAPE STRIP STRIP 1 _LN�IRULT 1,IP 1T MIN 2' 11"RADIUS LIP A - .:rE c.F•.IJeP 7 {I+ 30'MA% 3 I IO•MIN PLAN / N PROJECTED TOP O/ _H 3/4 10F CURB !x MAX i. __�i 1 T..Ii'`.'. '�1� ' STREET ]� °�,�w __.,± STANDARD CURB L 4F I , SEE NOTE NO. A cQ;ES. 5AWG}T THROUGH ;UTTER PLATE SHALL BE MACE AS CLOSE 2.OF AGGREGATE TO CURB FACE AS PO°SIPLF, SECTION A—A (3/4•-(r) COMPACTED COMPLETE^URtl AND GUTTER SHALL NU7 BE RFMUVED UNLESS DIRECTED BY THE ENGINLER. NOIER 3, WHEN STRAIGHT CURBS ARE REMOVED, A MINIMUM OF 2 FEET OF PAVEMENT FROM THE rACE OF CURB SHALL BE PEMOVEU 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUN OF 3000 PSI AFTER 28 DA'_ AND PEPIACED. 2. NRB JOIN"SHALL BE TROWELED MLTH A MIN 1/2-RADIUS ALONG BACK OF CURB. a WHEN ENTIRE GUITER PLATE 15 REMOVED THE EXISTING PAVEMENT SHALL BE CUT BACK AND A NEW 6`MONOLITHIC CONCRETE 3. EXPANSION h CONTRACTION JONTS SHALL BE 1/2-PREMOLDED ASPHALT IMPREGNATED GUTTFF CONSTRUCTED. MATERIAL DR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE, 5 AF-CR ;"?NCRETE HAS CURED. —,ACF F RF.M(1V[D A:FI+.1I T AND -F1:. •.. A. DEFORMED/3 REBAR AT 12-EACH WAY.PLACE 3-CLEAR OF AGGREGATE. TIE ALL BARS. (FOR COMMERCIAL DIRVEWAYS ONLY) Ko sulE Ko zcA1c n.I r.w rc COMMERCIAL t,-w. K n An A s oKc r.c CUKNOCKOUT o.a Ko. t n.o Y DRIVEWAY 143 AKKNAR mu MR DRIVEWAYSRB l 45 t�,EDPROFE9 �a aG1Nf6 s ¢� IAOB1 a y� PF(�0i/N 28.LIB0��� 3& NY :J4 FL' RENEWS:8WIS :a of Y� t� Revisions and Addendums _ ENGNEERING DIVISION EAST TIGARD SEWER IMPROVEMENT SHEET D_escnption _ Date No. B �3 N W IJ125 WORKS 600.DEPARTMENT i BID _ _ - --___--- J AR �IJT1s S.W. HALL eLw. 15 rAG4RD. OREGON 97213 OF _—-- --_----- _ .. '— _- Tim rd,Orc},Pn 97223 Site 150 WIDE:503-639-4}71 26 FAX 50J-614-0751 --------- _ 5039969.6655-.Ce,-.- t NM1Y.RGARD-oR.cov FILE NO ! THIS DRAWING IS FULL SIZE WHEN 22•X 34.OR IS REDUCED TO HALF SCALE WHEN 11•X 17• DETAIL SHEET 3 93013 DESIGN:ARW DRAWN:ASM CHECK: ARW PROJ. N0:93013 BID ON: Ill," THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200-CN PERMIT,THIS ESCP AND GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE COMPLIANCE WITH aPo THE 1200-CN PERMIT REQUIREMENTS.IN CASES OF DISCREPANCIES OR OMISSIONS,THE EC PLAN FOR EAST TIGARD TRUNK 1200-CN PERMIT REQUIREMENTS SUPERCEDE REQUIREMENTS OF THIS PLAN. (SITES 1 TO 5 ACRES) BMP MATRIX FOR CONSTRUCTION PHASES pa ;: REFER TO DEQ GUIDANCE MANUAL FOR A COMPREHENSIVE LIST OF ca AVAILABLE BMP'S. ,k MASS unm STREET FMAL WET WEATHER 4 aosxsN awevaNrioN CLEARWG GRAONIG INSTALLATION CONSTRUClla1 STABILIZATION (OCT.t-MAY 3181) WtESER`.E wrUrNL YEGETATiON x x x SITE MAP U HD COVER x x 4nPLiUT10Na x NOT TO SCALE STANDARD EROSION AND SEDIMENT CONTROL PLAN DRAWING NOTES: RA4Tiq SHEEIV40 x x --...-- KATMAI x It / 7AnOWS FVW I. All permit registrants must Implement the SSCP.Failure to implement any of the control measures or practices Apar CDtgnot x x It x -- described in the ESCP is a violation of the permit. TEMPORARY:Plitt HENT aEEpiirp K x : 2. The ESOP measures shown on this pan are minimum requirements for anticipated site conditions. During the &1FFER 1UeE -x x x K _ construction period,upgrade these measures as needed to comply with all applicable local,state,and federal ecuslon onniat. and sediment control regulations. e aT tions. sopetragL l 7 3. Submission required.of all ESCP revisions is not reqed.Submittal of Me ESCP revisions is only under specific cond mT FNC ons. sicina FF lix sAETEK R) -x x x 5 n < < V ( Submit all necessary revision to DEQ or Agent. aFDs .FENCE(INTERxxq x x x ,F7 fwn, 4. Phase clearing and grading to the maximum extent practical to prevent exposed inactive areas from becoming A source STRAW wATnes x x a h I� p/erOsbnt. FTT TECT 5. Identdy,mark,and protea(6y lancing ofF or otter means)tubal riparian areas and vegetation lndudirg important Nati aRgrECTioN ^x x x x ®tra+�w5 r„ trees and associated rooting tones,and vegetation areas to be preserved. Identify vegetative buffer mins between DEMATERwO x saC>7dafalO� 3 the site and sensitive areas(e.g.,wedands),and other areas to be preserved,especaltv in perimeter areas. scowENT enAP 6. Preserve existing vegetation when practical and re-vegetate open areas.Re-vegetate open areas when practicable NATI,NVL SUFFER ENCAWLMENT 'x 'a 'x •x •�M`4D Q A bNore and after grading or construchon.Identify the type of vegetative seed mix used. -or. ffi 7. Eroson and sediment control measures including perimeter sediment control must be lel place before vegetation gi is RUN On' < NARRATIVE DESCRIPTIONS disturbed and must remain In place and be maintained,repaired,and promptly implemented Following procedures cowers.-EinRANOE -.-I IxI x I or RD_ established for the duration of cottsxruction,including protection for active storm drain inlets and catch basins and PIPE yppE pRAp par BE o _ - 47---- THIS PROJECT IS A SANITARY SEWER REHABILITATION/REPLACEMENT PROJECT appropnate non-stormwater pollution controls. Oil PRMK- x x x or TO ADD CAPACITY. THE EXISTING SEWER ALIGNMENT RUNS ALONG AND 8. Establish concrete truck and other concrete equipment washout areas before begmnrng concrete wort.Direct all wash SIARFACE,td1alEMNq NY1 -sI!, i�2 UNDERNEATH RED ROCK CREEK MAKING MAINTENANCE ACCESS DIFFICULT. THE water into a pit or leak-proof container.Handle wash water as waste,concrete discharge to waters of the sate,s cA5,pAMa x }-'l NEW SEWER ALIGNMENT WILL RELOCATE IT OUTSIDE OF THE CREEK CHANNEL prohibited. OrYER TO FACILITATE MAINTENANCE ACCESS AND REDUCE WETLAND IMPACTS. THE 9. Apply temporary and/or permanent soft stabilization measures Immediately con all disturbed areas as grading POLLU-er�vr- PROJECT LOCATION PROJECT INCLUDES EXTENDING TWO PUBLIC MAINS ACROSS THE CREEK progresses and For all roadways Including gravel roadways. Miiom.sicAfM"E x x R x CHANNEL TO SERVE ADJACENT PROPERTIES AND REMOVE THEIR PRIVATE 10. Establish material and waste storage areas,and ether non stommvater controls. Willi Ncsrr x xx x VICINITY MAP LATERALS FROM THE CREEK CHANNEL AREA. A NEW LATERAL IS BEING I t. Prevent tracking of sediment onto publicinxur au- or private rinds using BMN such as:graveled(or payed)exits and parking soo im: x x K A NOT TO SCALE EXTENDED TO WALL STREET FOR FUTURE EXPANSION. ano and di grave as unpaved roads located onsite,or use an exit tire wash.These 8MPs must be in pace pnor to mruciarE wAeNoureaE,s x x x x disturbing activities. 12. When trucking saturated soils from the site,either use water-tight trucks or drain bads on site OWNER ENGINEERING/SURVEYING FIRM EXISTING SITE CONDITIONS 3 Use i to prevent or minimize storrowreter exposure to pollutants from sells;vehicle and equipment fueling, CITY OF TIGARD ENGINEERING DIVISION CESINW,INC. maintenance,and storage;other cleaning and maintenance Activities;and waste handling activities.These poleuantS CONTACT:TEFF PECK CONTACT:ANTHONY R.WELLER,P.E.,P.L.S. EXISTING SITE CONDITIONS IS CHARACTERIZED AS A MIX OF INDUSTRIAL USES include fuel,hydraulic fluid,and other oils from vehicles and machinery,as well as debris,leftover paints,solvents,and 13125 S.W.HALL BLVD. 13190 SW 68TH PARKWAY,SUITE 150 AND SOME OPEN SPACE. THE OPEN SPACE IS EITHER WETLAND OR VEGETATED glues from construtlon operations. TIGARD,OR 97223 TIGARD,OR 97223 CORRIDOR. IMPACTS TO PROPERTIES WILL BE RESTORED AND THE OPEN SPACE 14. implement the Following BMPs when applicable:written spill prevention and response procedures,employee training on PHONE:503 718 2466 PHONE: 503 968 6655 AREAS WILL BE RESTORED/REVEGETATED BASED ON CORPS/DSL AND CLEAN spill prevention and proper disposal procedures,spin kits In all vehicles,regular maintenance schedule for vehicles and EMAIL:1EFFPOTIGARD-OR.GOV EMAIL: TWELLEROCESNW.COM WATER SERVICES PERMITS. NO PERMANENT GROUND CHANGES OR ADDITIONAL machinery, controls, ,material delivery and storage training and signage,and covered storage areas for waste and SIGNIFIES ADDITIONAL BMP'S REQUIRED FOR WORK WITHIN 50'OF WATER OF THE STATE. '• SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY FILL OR CUT IS BEING PROPOSED. supplies. . 15. Use water,soil-binding agent or other dust control technique as needed to avoid wind-blown solo. NATURE OF CONSTRUCTION ACTIVITY AND ESTIMATED TIME TABLE 16. The application rate of fertilizers used to reestablish vegetation must follow manufacturer's recommendations to INSPECTION FREQUENCY minimize nutrient releases to surface waters. Exercise caution when using lame-release fertlizers within any waterway RATIONALE STATEMENT riparian zone. •CLEARING (EST.07/2017) 17 If a stormwater treatment system(for example,electro-coagulation,flocculation,filtration,etc.)for sediment or othen A COMPREHENSIVE LIST OF AVAILABLE BEST MANAGEMENT PRACTICES(BMP)OPTIONS SITE CONDITION MINIMUM FREQUENCY •UTILITY INSTALLATION(EST.07/2017-09/2017) pollutant removal Is employed,submit an operation and maintenance plan(Including system schematic,location W BASED ON DEQ's GUIDANCE MANUAL HAS BEEN REVIEWED TO COMPLETE THIS EROSION AND •FINAL STABILIZATION(EST.09/2017.10/2017) system.system,location of inlet,location of discharge,discharge dispersion device design,and a sampling plan and Frequency) SEDIMENT CONTROL PLAN.SOME OF THE ABOVE LISTED BMP's WERE NOT CHOSEN BECAUSE WEEKLY WHEN STORMWAT'ER RUNOFF,INC-DING before operating the treatment stem.Obtain plan approval bcfom operating Me trcatmcnt system. Operate and THEY WERE DETERMINED TO NOT EFFECTIVELY MANAGE EROSION PREVENTION AND RUNOFF FROM SNOW MELT,IS OCCURRING. maintain the treatment system actordinrg to manufa turer's specifications. SEDIMENT CONTROL FOR THIS PREFECT BASED ON SPECIFIC SITE PREVENTION INCLUDING 1. ACTIVE PERIOD TOTAL SITE AREA=79,535 SF=1.63 ACRES 18. At the end of each workday soil stockpiles must be stabilized or covered,or ocher BMPs must be mDlo-ted to SOIL CONDITIONS TOPOGRAPHIC CONSTRAINTS,N SPECIFIC SIT 7D THE SITE,AND OTHER AT LEAST ONCE EVERY MONTH,REGARDLESS OF prevent discharges a surface waters or conveyance systems leading to surface waters. TOTAL DISTURBED AREA=52,693 SF= 1.21 ACRES RELATED CONDITIONS,AS THE PROJECT PROGRESSES AND THERE IS A NEED TO REVISE THE WHETHER STORMWATER RUNOFF IS OCCURRING. 19. Construction xtivitas must avow or minimize excavation and creation d bare ground during we weather October 01- ONCE TO ENSURE THAT EROSION AND SEDIMENT May 31, ESC PLAN,AN ACTION PLAN WILL 2. PRIOR TO THE SITE BECOMING INACTIVE OR IN CONTROL MEASURES ARE IN WORKING ORDER. SITE SOIL CLASSIFICATION: 20. Sediment fence:remove trapped sediment before it reaches one thiel of Me above ground fence height and before ANTICIPATION OF SITE INACCESSIBILITY. ANY NECESSARY MAINTENANCE AND REPAIR MUST fence removal. N 21. Other foremen[be BE MADE PRIOR TO LEAVING THE SITE. moan(such as blobags):remove sediment before it reatnes two inches exeunt above ground neigh[. ON-SITE SOILS HAVE A MODERATE TO HIGH EROSION POTENTIAL. and before BMP removal. 3.INACTIVE PERIODS GREATER THAN FOURTEEN(14) SOIL CLASSIFICATIONS HYDROLOGIC GROUP PERCENT 22. Catch basins:clean before retention capacity has been reduced by fifty percent.Sediment basins sediment diment traps. CONSECUTIVE CALENDAR DAYS. ONCE EVERY MONTH. COVE SILTY CLAY D 50% ve trapped sediments before design capacity has been reduced by fifty percent and at completion of project PERMITTEE'S SITE INSPECTOR IF PRACTICALINSPECTIONS MUST OCCUR DAILY HUBERLV SILT LOAM GD 25% 23. Within as 24 hours,significant sediment that hleft the construction site,must be remoschated. Investigate the cause of , 4.PERIODS DURING WHICH THE SITE IS INACCESSIBLE the sediment release and implement steps to prevent a recurrence of the discharge within the same 24 hours. Any COMPANY:CESNW,INC. DUE 70 INCLEMENT WEATHER. AT A RELEVANT AND ACCESSIBLE DISCHARGE VERBOORT SILTY CLAY LOAM D 25% in-stream clean up of sediment shall be performed according to the Oregon Division of State Lands required tegeframe. (UNTIL CONTRACTOR DESIGNEE IS IDENTIFIED) POINT OR DOWNSTREAM LOCATION. 24 The Intentional welding of sediment into storm sewer or drainage ways must not occur. vacuuming er dry sweeping SITE INSPECTOR: ANTHONY WELLER 5.PERIODS WRING WHICH DISCHARGE IS UNLIKELY MONTHLY.RESUME MONITORING IMMEDIATELY RECEIVING WATER BODIES: and material pickup must be used to cleanup released sediments. PHONE: 503 968 6655 DUE TO FROZEN CONDITIONS. UPON MELT,OR WHEN WEATHER CONDITIONS 25. Provide permanent erosion control measures on all exposed areas.Do not remove temporary sediment control FAX: 503 968 2595 MAKE DISCHARGES LIKELY. NEAREST WATER BODY:RED ROCK CREEK,A TRIBUTARY TO fANNO CREEK. Dractice5 until permanent vegetation or Diner cover o1 exposed areas is establlsned.However,do remove all temporary E-MAIL: TWELLEROCESNW.COM cion control measures as exposed areas become stabilized,unless doing so conflicts with local requirements. • HOLD A PRE-CONSTRUCTION MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT INCLUDES THE INSPECTO Properly dispose of construction materials and waste,including sediment retained by temporary BMPs. TO DISCUSS EROSION AND SEDIMENT CONTROL MEASURES AND CONSTRUCTION LIMITS. 26. If vegetative seed mixes are specified,seeding must take place no later that September 1;the type and percentages ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ 1200-CN PERMIT REQUIREMENTS. of seedin the mix must be identified on the plans. INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQS 1200-CN PERMIT REQUIREMENTS. 27 All pumping of sediment Laden water shall be discharged over an undisturbed,preferably vegetated area,and through RETAIN A COW OF THE ESCP AND ALL REVISIONS ON SITE AND MAKE IT AVAILABLE ON REQUEST TO DEO AGENT, a sediment control BMP i.e.(finer bag). OR THE LOCAL MUNICIPALITY.DURING INACTIVE PERIODS OF GREATER THAN SEVEN(7)CONSECUTIVE 28. All exposed sills must be covered during the wet weather period,October 01-May 31. CALENDAR DAYS,RETAIN THE ESCP AT THE CONSTRUCTION SITE OR AT ANOTHER LOCATION. 29. If water of the state Is within the project site or within 50 feet of the project boundary,maintain the existing natural bbou or uffer and in the -foot zone or Me duration of and Sediment a permit coverage,or maintain less than the entire existing natural ,EPEDPR a additional erosion 0FFg4, PROJECT LOCATION: PROPERTY DESCRIPTION: 30. This project includes managing contaminated soils shown on Sheets ENV1-ENV5. The requirements For managing b`V�2lDINEAL.9 47' CITY OF TIGARD,WASHINGTON COUNTY,OR TAT(LOTS 200,400,500,600,8 700(WASHINGTON contaminated sole and ground water may supersede those listed hereon. f LATITUDE 45.426111, COUNTY TAX MAP 2SIDICA) 31. See sheet EC6 Fpr additonal notes. LONGITUDE s-122.761084 TAX LOTS 200,&400(WASHINGTON COUNTY TAX MAP EOON 2510108) B�s,� C LOCATED IN THE WEST 1/2 OF SECTION 1,TOWNSHIP 2 �Ev� !IV1 SOUTH,RANGE 1 WEST,WILLAMETTE MERIDIAN, `+ WASHINGTON COUNTY,OREGON RENEWS 630'18 t ATTENTION EXCAVATORS: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER.THOSE RULES ARE SET FORTH 1N OAR 952-001-0010 THROUGH OAR 952-001.0090.YOU �! MAY OBTAIN COPIES OF THESE RULES FROM THE CENTER BY CALLING 503-232-1987.IF YOU HAVE y$ ANY QUESTIONS ABOUT THE RULES,YOU MAY CONTACT THE CENTER.YOU MUST NOTIFY THE CENTER AT LEAST TWO BUSINESS DAYS,BEFORE COMMENCING AN EXCAVATION.CALL e 503-246-6699. Revisions a,_d_A_ddendumz _ EAST TIGARD SEWER IMPROVEMENT SHEE T ext Description Dote O. B ENGINEERING DIVISION EC I s B10_ I AR CES N W FJ?23PUBLIWORKS DEPARTMENT -- 13113 SW. HALL dCYD. 16 7KdRO, 6WE66W 9711) 13190 SW With Parkway,Suite I50 VOICE.-JO.T-614--0732 F y 'I'tgwzd.Oregon 97223 28 503.968.6655 wwv.ccsnw.otn Roollolkn0-�.w LE N E THIS DRAWING IS FULL SIZE WHEN 22"X 34.OR IS REDUCED TO HALF SCALE WHEN 11"X 17" -- --- _- -- EC TITLE SHEET 93013 DESIGN:ARW DRAWN:ASM CHECK: ARWJPROJ. N0:93013 BI❑ ON: KEYNOTES: OI Install Inlet protection (For detail,see sht EC7) 100 YR FLOOD PLAIN Notes: 1. Contractor shall protect all stockpiles with plastic sheeting. 1 - (For detail,see sht EC6) 1 2. Fueling of equipment and hazardous material storage to be managed in 100 YR FLOOD PLAIN 1 staging area or offsite. 3. All native backfilled trenches shall be covered with straw or appropriate cover after backfilling and prior to 16+79.77 CWS21074 revegetatlon. SAN LINE A EXTG SURVEY 4. See sheet ECl&EC6 additional • - MONUMENT TO BE Erosion Control Notes. RED ROCK CREEK PROTECTED(TYP) In � U 1 SIN HALL I27D L -WETLAND BOUNDARY 25I01CB00400 0 W 127ALL 6lYD ` 17700 SW HAIL BI.VO F M&ELLAN ESTATE CO 251DICB002DD `L MaELIAN ESTATE CO. = 707 OLD COUNTY RD 2+91.78 MH-A5.1 6100 06 MUINZIKER RD 707 OLD COUNTY RD U) BL4.MONT,CA 94002 6200 SW HUNZIKER RD SAN LAT 2SIN BELMONT,CA 94007 W SMITH GERIG WESTERN PROPERTIES ILC HUTrTG,INC LU R'' PO BOK 930 RED ROCK CREEK LU 1+73.28 SMH-A2.1 WILSONVILLE.OR 97070 in SSS ox 1041E CENTER DR SAN LAT 1 U CH BOK Lal LEGEND: W CHESTE0.FIE 7006 �' .--1 Drainage Flow Direction I I IN BOUNDARY LU K I k i _ 16+55.63 SMH-A9 _ UI I I - i - i i SAN LINE A • I I • 1 / 4 —x—x— ORANGE CONSTR FENCE 7"1+00.D.0 — —— zslotCA0a0QI ' / EG SILT FENCE 7924 sW I)UNLIKER RO N 79Ti SW NUNZtKF0.RD— - t15+45.63 5MH•AB WATTLES MERITAGE FIVE LLC HERITAGE FIVE LLCQSAN LINEAl7910 SW HUNZIXEll RO �•' 79W SW HUNZIKER RD 7n_ _ ___ ___ __ _ _ _ _ SAN LINEA TIGARD,Olt97223 TIGARD,OR97223 - E , a INLET PROTECTION 1GO YR FLOOD PLAIN �\ Z4+88.44 SMH-A3 \ i S� L 2AI 2+57.40 SMH-A2 SAN LINE A I I Z i / \H SAN LINE A SAN LINE A Q • — —i —- WETLAND BOUND \\ k l In a SEE SHT EC32SIOIi �' ' ( \\\ 6+44.01 SMH-A4— —J L_ // 7924 S�N00ZIKER RD SAN LINE A zr� MERITAGE FIVE LLC 7940 SW HUNZIKER RD �.— • 11+37.30 SMH-A7 TIGARD.DR 97223 SAN LINE A I WETLAND BOUNDARY � ///'r% 9+03.52 SMH•A6 SAN LINEA 1 / SEE SHT ZSIO1CA00200 1900 SW HUNZIKER RD I .. 0+35.20 SMH-A5 WALL STREET INOUSTNIAL LLC 1 - SAN LINE A \ A RICHARD VIAL EXECUTIVE CENTER LLC I I I' MW SF VARUS ST PORTLAND.OR 97223 -1 SAN SAN LINE SMH-BI I i UNE B � I I STAGING \ AREA 2SIOSCAOOSDD 7960S HUNZIKER ST Ca CITY OP TIGARD 100 YR FLOOD PLAIN Z 1312SSWHALLOIVO LI I I POTSO DOG PARK I I z In - I I (Qn LU I I = II W I I LLJ II PROp I I o$`�RkG N ff9soF. i I 1 4+31.45 SSWR CO-Bl 1 f" 9 SAN LINE 8 25101CA0010FIE0 Ill SIN FRED W REVOCABLE LIVING �'1jy-r 26.T�O�Q- Ir•� Ill AVE 204 `Z [, i P041LAN0,OR972a RENEWS6130118 7 0! 7� T� t� 251010001100 FIELDS.FRED W REVOCABLE WING(RUST 111 sW STH AVE 93575 ti Revisions Dnd Addendums PORTLAND.OR 972a ENGINEERING DIVISION EAST TIGARD SEWER IMPROVEMENT SHEET Descri tion _ D_ote_ .N_o_. B £C? L - ES NW _ � PUBLIC WORKS DEPARTMENT .BID r 1 AR !! _ _ ._. I3125 s.W. Nott BCM. 17 Is nG4RD. OREGON 97223 OF l il'XI SA'6XIh P:Nk—y.Suitt 150 VOCE.10.1-639-4171 SCALE: I" 60' W!Siiiiiiia F;ur.l, '—,g n 97223 FAX. 503-614-0757 26 60' 30• 0 60' 503.96N.((55 wuH.�r.nu•.c�rrn WWWTiGARD-OR.GOV ILE NO �d THIS DRAWING IS FULL SIZE WHEN 22"X 34'OR IS REDUCED TO HALF SCALE WHEN 11'X 17" _--_� _ - - --- _ - _-_i EROSION CONTROL SITE PLAN 93013 DESIGN:ARW DRAWN:ASAI CHECK: ARW PROJ. N0:93013 810 ON: KEYNOTES: O Construct Sediment + I — EXTG SURVEY ' (FordetaCe Per Plan l,see sht EC6) P� pP pt1 i I In MONUMENT TO BE IU I x� �� �— PROTECTED(TYPE / O Install Wattles Per Plan VEGETATED CORRIDOR / ix ILL! I I �/ (For detail,see sht EC6) \ r\. 3 I Iw 111 \ o O3 Construct Orange Temporary Protective 100 YR FLOOD PLAIN / x I I xI I _ - Fay Fence Inside Temporary Construction \ I� Easement Per Plan \ II iW 2-z Note: Ic�F 1. Contractor shall protect all stockpiles VEGETATED CORR.. 'FVC > �5 , r with plastic sheeting. \ WETLAND BOUNDARY ----I / i # \� °A 6'<p0 \ �� 1 /_--•�_—tZ I I ''J' / / � o/� (For detail,see sht EC6) 2. All native backfilled trenches shall be \ \ yo \ \ Ix h xl ' ",n �" covered with straw or appropriate \ / I 1+00 I i'� '� cover after backfilling and prior to SAN LI 1 SMH-A4 / -J L_ _ ___ _�/ / ' I{ _ - revegetation. — \ , � \ \ SAN LINEA /------------- L—_—————'— c 3. See sheet ECS&EC6 additional I \ \ - --- -------- ----_--- -- ---------- - o ' S SAN LINE A + 15•PVC — a, �T 5' SAN LIN SMH-A6 Erosion Control Notes. — SAN LINEA Y,^ '' - -————. IS"PVC ———— —_l 4 .. Ii 8+35.20 SMH-AS '1 J ` 7924 SW HUNZIKER RD IS'PERMANENT SANRARY SAN LINE A 1 0 1 >4� '�� MERITAGE FIVE LLC I SEWER EASEMENT �O / 7924 SW HUNZIKER RD -- 71=X-7 1,0-�;5� ./ TIGARD OR 97223-41 LEGEND: i 6� X—X--�X 2SIOICA00500 �f^.�!- 7960 SW HUNZIKER ST Drainage Flow Direction I / S O1p. / TIGARD. CITY OF i xS0 / (� TEMPORARY 3 VEGETATED CORRIDOR / ATTN: CITY MANAGER 1' /%/ �Q•� CONSTRUCTION EASEMENT /,.�' 13125 SWW HA9LL223w ,/ x—x— ORANGE CONSTR FENCE / SAN LINE A 5+40 TO 10+40 OR o- 0- SILT FENCE 100 YR FLOOD PLAIN I x i oo�00000Cao WATTLES I 1+73.28 SMH-AZA SAN LAT I —_ INLET PROTECTION IIIxp3 VEGETATED CORRIDOR2S101CS00400 I z o 127DO SW HALL BLVD �l Ix '00�^oMcLELLAN ESTATE CO. lc y 707 0 COVNTY RD a ,"�" I o z s 2S101CB00200 BELMONT. CA 94002 I I liJ I 0 7 8200 SW HUNZIKER RD w" - I o I I o EXTG SURVEY = I No0 SMITH CERIC WESTERN PROPERTIES L PO BOX 930 MONUMENT TO BE r WETLAND BOU DARY \ 1 I� '0 xl —y --1-, WILSONVILLE OR 97070 PROTECTED(TYP) - 01W ^� I �WETIAND BOUNDARY ' _ 1 L I WETLAND BOUNDARY WETLAND BOUNDARY 1 —1 2 I Q � CENTERLINE j / I _ V) -J ` OF NEAREST ` / TRACKS / VEGETATED CORtDOR _ _ — —, + o S \ -� 15"PVC ry M 15"PVC a \ APPR JI/ L LZ50.N L.1NE A + n;n N oo o --- -- ------ -------— — ———OXIM — — —— w — ELEV (TYP) ISPERMANENT SANITARY f EASEMENT 2 2+57.40 SMH-A2 6"PVC SEWER SAN UNE A 4+8 —8.44—SM_H-A-3 FLOW LINE OF SAN LINE A RED ROCK ------- ^ \ \\ \ - CREEK I TEMP RA CONSTRU OCTION / ! � EASEMENT GRAY Et %ED PRO \ r PARKING LOT VEGETATED CORRIDOR J \ P�G��J �����aGiNfF9s�, E TRIMET RAILROAD ROW \� Vr�rcP� ,•� a \ 2S101CA00200 5 y 7 OU6GONO ? , 1\ I 7900 SW HUNZIKER RD x28.19 yy� ,tyl g I WALL STREET INDUSTRIAL LLC .,,-I 1 A RICHARD NAL EXECUTIVE CENTER LLC 7000 SW VARNS ST RENEWS.&MIS I 1 PORTLAND OR 97223 PIEZ011,'I�0 SAN LINE A 1+00 TO 5+40 's — ti� �s Revisions and Addendums-- ENGINEERING DIVISION EAST TIGARD SEWER IMPROVEMENT SHEET Description Date NO. By C E S N W ,PUBLIC WORKS DEPARTMENT ECJ BID *!,AR I3r25 SW J`WL BLw. f8 T— nrARD. OREGON 97223 OF SCALE: 1" = 20' 131905V1'G8'h P>rku ap.Suiee lxl F 26 AX 50J-624-0752 0752 FILE N - - ----- Tit{nrcl,C 3—k m 97223 � WWW.7M,4RD-OR.GOV 3] 10' t0' 0 20' 50l-968A(,;5 uv .cc snw.c m !! THIS DRAWING IS FULL SIZE WHEN 22"X 34.OR IS REDUCED TO HALF SCALE WHEN 11"X 17' - --- - - I - - EROSION CONTROL ROL PLAN 93013 DESIGN:ARW DRAWN:ASM CHECK: ARWJPROJ. N0:93013 BID ON: 2SIOIC000100 KEYNOTES: kv. HUNZIKER RD ARVNILLE CENTER DR l Construct Sediment Fence Per Plan 1041 CHESTERFIELD MO 63006 E G SURVEY' (For detail,see sht EC6) MO 4UMENT TO BE j OZ Install Wattles Per Plan l PR TECTED PYP) (For detail,See sht EC6) VEGETATED CORRIDOR -� 1 WETLAND BOUNDARYI Note: - 1 1 1, Contractor shall protect all stockpiles [16+ SAN LI 77 CW521074 SAN LINEA with plastic sheeting. (For detail,see sht EC6) i 2. All native backfilled trenches shall be covered with straw or appropriate _ cover after backfilling and prior to revegetatlon. 16+80 a 3. See sheet EC1&EC6 additional W J — j�5AN LINE A — Erosion Control Notes. _¢m S 1S"PVC a - H N w E+`n u. lift i 15'PERMANENT SANITARY SEWER EASEMENT .. (n ' 16+55.63 SMH-A9 1 LEGEND 15+45.63 SMH-A8 C I SAN LINE A SAN LINE A y Drainage Flow Direction TEMPORARY CONSTRUCTION m EASEMENT 2S101CA00400 a 7924 SW HUNZIKER RD —XX— ORANGE CONSTR FENCE MERITAGE FIVE LLC 0100 YR FLOOD PLAIN, TIGA $W HUNZIKER RD --�—fl- SILT FENCE 71CARD OR 97223 SAN LINE A 15+40 TO 16+79.7 WATTLES 13 INLET PROTECTION -VEGETATED CORRIDOR \ 2S101CB00100�_~ 8100 SW HUNZIKER RD \ HUTTIG, INC P555 O BOX VIL E1ECENTER DR l \ \ 04 CHESTERFIELD MO 83006 `\ I \ WETLAND BOUNDARY I _ WATER QUALITY FACILITY W 7 W — ——— 1Ir—— —o—————-- J!————.-- ———_—— —__—_—— �WEfL74ND BOUNDARY -y VEGETATED COIiRiDOR C _. �- XgW ----- 1A ——L SAN LINEA + jr--- tn ;L1L—_.—_ — .- __ > 15"PVC .7. u a Q Eo,EO PROFfS 0 IS'PERMANENT SANITARY711+3730 31+37.30 SM.-A7 - - a < — _a _",^—— _ _ y SEWER EASEMENT SAN LINEA — `— —— - CJI. .. ��. ,1 g O Vl - --------- - `l\\ EGON `TEMPORARY CONSTRUCTION 1 2SIGICA00400 �6' t EASEMENT 7924 SW HUNZIKER RD JF MERITAGE FIVE LLC !S I 1 OR HUNZIKER RENEWS�sr3ona 7924 SW TIGARD "a SAN LINE A 10+40 TO 15+40 .q q- q� is y Revisions and Addendums__- _ ENGINEERING DIVISION EAST TIGARD SEWER IMPROVEMENT SHEET Description _ Date o. B C .PUBLIC WORKS DEPARTMENT EC4 — CEIJ 1V VV Bt0 _ _ -_ 1 AR 13125 SW HALL e1w. 19 TrARO. OREGON 9722) OF SCALE 1" 20' 13190 SW 611th Pxk..T,%W.1511 W C£50J-6J9-4171 FAX.. 10.7-624-0752 26 y Tigard,Oreg.-.n 97223 WWW 71G4R0-OR.COV �t p. rC. 503.968.6655 aww.cesnw-com LE N THIS DRAWING IS FULL SIZE WHEN 22"X 34'OR IS REDUCED TO HALF SCALE WHEN 11'x 17^ _ - - - EROSION CONTROL PLAN 93013 DESIGN:ARW DRAWN:ASM CHECK: ARW PROJ. N0:93013 BID ON: KEYNOTES: 2SIOIC600200 _ O Construct detail,see sht EC6)ediment Fence Per Plan \ \ 8200 SW HUNZIKER IID 12700 SW HA Ix I I I I SMITH GERIG WESTE N PROPERTIES L PO BOX 930. I ` 12700 SW HALL BLVD 7 I I I I I \ McLELLAN ESTATE CO. I I I I\ WILSONVILLE OR 9 070 O Install Wattles Per Plan 707 DUO COUNTY RD Ix 25101C 00 \ ` I{ (For detail,see sht EC6) j 2+00 I I , / BELMON T, CA 94002 I I MERITA FlVE LLC \ I I 1 I I 7940 SW UNZIKER ST WETLAND II I I WETLAND II I II ` TIGARD OR\97223 BOUNDARY O Construct Orange Temporary Protective W I I I I II / BOUNDARY Ix I U I I \ \ ` I Easement Per PlFence Inside an Construction I V� I VEGETATED CORRIDOR IS'PERMANENT SANITARY I I I I \ \ \\ \ I O Construction Access I o< I I I SEWER EASEMENT TEMPORARY CONSTRUCTION Ix I I II \\ i 1 R= WU nI EASEMENT I J\ S Construct Construction Entrance K 0 X�N to I I( - I I I 1 100 YR FLOOD PLAIN { / Q I - _ TEMPORARY NSTRUCrION \ \ (For detail,see sht E{6) I N z a= I� ___ ___ X X x I 1 EASEMENT $z s R�l I "C7 1I I I 1 1 Construct Tire Wash x o> r. 1+73.28 MH-A2.1 xl 8+00 15'PERMANENT SAr I[TARV _ x X��^ ' (For detail,see sht EC6) Z I SAN LAT 1 I I Ul I SEWER EAS 229 ----------- X .. ---Im L — — 3 x ID � Xf IConstruct Concrete Wash I �Z L-A ..max �A - 2 — —— 1—— QZ` 3 II (For detail,see sht EC7) 8•DIP 6,. 45' .. __ — x 2+57.40 SMH-A2 I 3 --— Gb _ _ _ °� 'x �Z I _ -,� 1 W_ c 10' I Note: SAN LINE A -� --x__ x___ X _ 1 M I --1 O I. Contractor shall protect all stockpiles I I D L——_ —_ $ — J �1 with plastic sheeting. I SAN LAT 1 8+3s'20 sax-A o g•OIP n __ _ —— x x_ _X_--x- (For detai,see sht EC6) L SAN LMEA `+ — SAN lA —X-- __X II"^ 2+41.78 SMH•A5.1 _x _ ��x - \ SAN LAT 2 2. All native backfilled trenches shall be j I I I I I Ix I r_ X X_- x__------ I I -_ I-�' covered with straw or appropriate I I 1 r L _ - \ cover after backfilling and prior to I I I. 13+00 I I I I u I I a revege[atlon. II D I � I 1 �WETLANI � OHW � 3. See sheet ECl&EC6 additional I I I fI I Erosion Control Notes. OHW ' II I m I BOUNDARY SAN T 2 0+80 TO 3+13 I N I SAN I ___.___� . __-..-- r� LEGEND: Drainage Flow Direction —X—X— ORANGE CONSTR FENCE xl SILT FENCE lj�1 0000aocooao WATTLES 7+00 I r x1 � Ii 2SI0ICAOO600 , STAGING AREA POTSO DOG PARK -1 INLET PROTECTION i MERITAGE TIME LLC I I 7940 SW HUNZIKER ST, 3� x1 TIGARD OR 97223 1 I I I I VEGETATED CORRIDOR _- I I 1� WETLAND BOUNDARY 1 6+44.01 SMH-A4 3 `. 79 7901CA00500 *00 60 SW HUNZIKER ST SAN LINEA TIGARD, CITY OF CI ' / \ ATTN: TY MANAGER 13125 SW HALL BLVD01 _ 4 CONSTRUCTION � TIGARD OR 97223 7 EASEMENT / \�C xy 5 IS'PERMANENT SANITARY SEWER EASEMENT Ae SAN LIryES T- t\ +82.73 SMH-81 \ SSWR CO-8t \ SAN LINE B 1 Qac / P���� \� N ---- -- ----SAW LME B---- ---_ ----� - - ------ / C7 0 0 0 0 0 \� n / � �• � \ � , N, 8"PVC r+i a � a WETLAND —— ————— —————— ——— —— ——— — ———— ——————_' 'l6PEO PROfE3� �\ U+ aGINe 6 }L GON 70 ell n V2 1 i EXTG SURVEY -L'<<,�,.- 2SIOICA00200 - MONUMENT TO BE 7900 SW HUNZIKER RD '4 - RENEWS.V019 t WALL STREET INDUSTRIAL LLC PROTECTED TYP ( ) A RICHARD `AAL EXECURVE CENTER LLC Ex'RU9En--lon 7900 SW VARNS ST PORTLANOR 97223 �? s� SAN LINE 50+00 TO 4+31.45 16 g Revisions and Addendums __ ENGINEERING EAST TIGARD SEWER IMPROVEMENT SHEET Date 0. B / T� A ] ECS Ef ( E C 1\1 VV ,,PUBLIC WORKS DEPARTMENT $ 8/0 1 AR \� LJ V 1 1J125 S.W. N4f-t etw. 20 £ I I nrARD. OREGON 97213 OF SCALF: t" = 20° -- -� -- WILE. 503-6J9-SNI �{ _ -._ 11190 SW filth Partway,Suite 150 FAX: 503-624-0752 + Tigard-Oregon 97223 26 20' o o p. .._.__._—___ —__-- — 501.968.6655 vwsr.rcanu.eom ► www.TIGARD-OR.cov FILE NO )E THIS DRAWING IS FULL SIZE WHEN 22"X 34"OR IS REDUCED TO HALF SCALE WHEN 11'x 17" "-"-` - _-' - EROSION CONTROL PLAN 9.3013 DESIGN:ARW DRAWN:ASM CHECK: ARW PROJ. N0:93013 810 ON: 11RRlR vR'rIRNA N.v r.RMCR NI'eNNn:,(M / 1y1 (OP I Ux�Npl CR,EPIA R[ M ttSxN;RITEA+.9E� P.CF 0.EAN'rrF.P IRR 0.ENI uIRNf[.5(.YKNruI fNRwI{5(8054+R2.arvM 'Y lowww:eu ttvcN RNx..N n�...'ww..i o(nw Ywr. � i'"t •.� n+l to u,M uu /� ° •may`'• -_"�`1 i RA"R.al:..Ia .ti.r ,e.N.(M.I a r-s•aEul Roq j/ 1 N•"`rr .Y`5 I I Mrorzsn�u�w.;;uH ALP V / �pak`',I•' �_.. `�lr!. -�I ° --i NOT TO MALE y'"I"3 tIRgIADE/ A,- Tl/ :Wy.(l•/!�'`�--- _T-Y(RDrz xD, __1o,TM P %-' --�- •,.., r,N I. IE Mull, `"n--N vlw-E 4 % r.r Fears 1ftLEi NI-a(rAu Rr raoc"nu ron(c.x cs( KR I. L Fl(.0-"-IINW ;TEII ENR _- ] ins S o BE S,All w UPN.'. __ • - ,, - - IY Hr rRR n+Na mxf ' 6•t CGF C FG -1 cl"I IN In- PANG$IIUR.T BE FLACm (•- _` t�. •'II e '; ,:�Y: •artR rnewc'_i/ I IT 11, SP.cw O(Of llu .. R\-isaNtt� NOT Toscs[t PROFILE PLASTIC SHEETING •+E ENIRaNtZ vl,l+x Y.ro+NNED M.uwancN".AI wLL wL,RN,rz,.c"INc w(Eon(Nc I �,�(. uAR,RN •"EE,MNT ILIIO 1%<-OT- ,IHR YA+REWIRE iz WEBBING,R(PUR?N0,/OR CI"I9I rrt m.Rl[--" 1 72'- •aC a0LL5 �1(AN WT DE-1 YE As S U%D TO AP YDIYEN`. L L(S^uN`r.WE LS WALL NE E.E D T" TT o[NTRANCE-J I+UDLIG FNRI,-Ii-xA. MIEN NA!AT x S RMAKO IT SHALL BE t>tt(c M AN ARIA STAB[IIED NPI CTNI. ED;Tp1E n rtaR"D s'-0" M UR wS NTII AN APPRD,fU&UNFNi TRAP OR•EDN(ENl NA- - a, _0_/,=� , AR[k(PVMC0I I-'#LIMEN.I.XN WAIF"•.IEAVMG INE Ii(Y.TC ElpSTRUCRCN �e.Ra R. n�."Eaa -A.,EL. L1YENrcD o U•Y:Rr RIaWEE n .Ql A.nwROY-c PR FI T- NQT --IMYUY 13'MRI Ak rS 4 SLAf6 RE4A"ID ��5 EAYE I 1tP r "[M„a Act aIED;,MNx, O LE _ _.___ I�Ya N.wuaa. RR rvI 3 aARMER°EWI"ED O 1%TX i; IE N LONG By i10 T-9 aEF c(3N ww/S^IFA%m.<x. P'•[ D N, Kr,n�.'�"i(cA rR,y R( ,•6• M(Rq Ew r !ONEPWG-NIAIN .?•Ill N PLACE Df 011e S.NLBA� AP 01IT E' L�. SAaifffi1AL R.51e 4, 1( r N RA .,e[rvtp In OI.PiER. rzR �OPES M,H A YAaa1UY`0'_o SPA IN RLl raE:NONB. 5o Lo+G BY M'"IDE!-a'MAN Rax.CUUF.PMMO A4IT"ll,YAr vE•a'I"E•20iEa,Rf w x mAv FRONT VIEW .,Rrs EROSI(a�il NA"IE,[,1*°xl I I A.I TI Il TC -11., BE-M, IN 1E 1CPE `.(5Hr rU PAk KN•cIg_;OE PIAmRW < iw.w xo tt„al xru NOT TO SME ttArRIN u,o R AwN rzl,al rARr"r u.ta(r.AR•.ar. p'Sv" PLASTIC SHEETING CkmWdeT 7S,ic, CONSTRUCTION ENTRANCE C�eanWaQer tiervi(es TIRE WASH-(DRIVE-THROUGH) � �� SEDIMENT FENCE CieanW�er\'Services PRE-CONSTRUCTION,CLEARING,AND DEMOLITION NOTES: 5.STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION AND CONFIGURATION.DURING"WET 1.ALL BASE ESC MEASURES(INLET PROTECTION,PERIMETER SEDIMENT CONTROL,GRAVEL CONSTRUCTION ENTRANCES, WEATHER"PERIODS,STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETING OR STRAW MULCH.SEDIMENT FENCE IS ETC.)MUST BE IN PLACE,FUNCTIONAL,AND APPROVED IN AN INITIAL INSPECTION,PRIOR TO COMMENCEMENT OF REQUIRED AROUND THE PERIMETER OF THE STOCKPILE. CONSTRUCTION ACTiVMES. 6.EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AND MULCHING, 2.SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE,BERMS CONSTRUCTED OUT OF MULCH, EROSION CONTROL BLANKETS OR MATS,MID-SLOPE SEDIMENT FENCES OR WATTLES,OR OTHER APPROPRIATE MEASURES. CHIPPINGS,OR OTHER SUITABLE MATERIAL,STRAW WATTLES,OR OTHER APPROVED MATERIALS. SLOPES EXCEEDING 259/o MAY REQUIRE ADDITIONAL EROSION CONTROL MEASURES. r f •(j�R� 3.SENSITIVE RESOURCES INCLUDING,BUT NOT LIMITED TO,TREES,WETLANDS,AND RIPARIAN PROTECTION AREAS 7.AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING THE APPLICATION SHALL BE CLEARLY DELINEATED WITH ORANGE CONSTRUCTION FENCING OR CHAIN LINK FENCING IN A MANNER THAT IS OF A FINE SPRAY OF WATER,PLASTIC SHEETING,STRAW MULCHING,OR OTHER APPROVED MEASURES. PIAu++ ulc sauE m(,ws j CLEARLY VISIBLE TO ANYONE IN THE AREA. NO ACTIVITIES ARE PERMITTED TO OCCUR BEYOND THE CONSTRUCTION TP PROFILE BARRIER. 8.CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE NOT TOS E DURATION OF THE PROJECT.ADDITIONAL MEASURES INCLUDING,BUT NOT LIMITED TO,TIRE WASHES,STREET SWEEPING, 4.CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE AND VACUUMING MAY BE BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING,BUT NOT LIMITED TO,STREET SWEEPING,AND PROJECT. NR:A,snuN a.E s' VACUUMING,MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. s,ADZR ,•a•, _ 9.ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF APPROVED INLET PROTECTION i-� EnaLarn rrxEs 5.RUN-ON AND RUN-OFF CONTROLS SHALL BE IN PLACE AND FUNCTIONING PRIOR TO BEGINNING SUBSTANTIAL MEASURES.ALL INLET PROTECTION MEASURES ARE TO BE REGULARLY INSPECTED AND MAINTAINED AS NEEDED. J / CONSTRUCTION ACTIVITIES. RUN-ON AND RUN-OFF CONTROL MEASURES INCLUDE:SLOPE DRAINS(WITH OUTLET YY PROTECTION),CHECK DAMS,AND SURFACE ROUGHENING. 10.SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN WATER-TIGHT TRUCKS TO ELIMINATE SPILLAGE OF SEDIMENT AND SEDIMENT-LADEN WATER. ;iF�,TI N THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME"DRY WEATHER"CONSTRUCTION. "WET WEATHER" NOT TosmE CONSTRUCTION MEASURES NEED TO BE APPLIED BETWEEN OCTOBER IST AND MAY 31ST. 11.AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A LOCATION THAT DOES NOT •a.- PROVIDE RUN-OFF THAT CAN ENTER THE STORM WATER SYSTEM OR SURFACE WATERS.IF THE CONCRETE WASH-OUT GRADING,STREET AND UTILITY EROSION AND SEDIMENT CONSTRUCTION NOTES: AREA CAN NOT BE CONSTRUCTED GREATER THAN 50'FROM ANY DISCHARGE POINT,SECONDARY MEASURES SUCH AS �+- BERMS OR TEMPORARY SETTLING PITS MAY BE REQUIRED.THE WASH-OUT SHALL BE LOCATED WITHIN SIX FEET OF TRUCK 1.SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED OF ONE OF THE FOLLOWING MIXTURES, ACCESS AND BE CLEANED WHEN IT REACHES 50%OF THE CAPACITY. UNLESS OTHERWISE AUTHORIZED: a wlu , sra"RIG 5F(c-"s: A.VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED MIXES. SEE RESTORATION PLAN FOR APPROPRIATE SEED MIX. 12.SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED TO THE STORM WATER SYSTEM. R I sa u;.:Ns:�ma(oR B.DWARF GRASS MIX(MIN.100 LB./AC.) SWEEPINGS SHALL BE PICKED UP AND DISPOSED IN THE TRASH. I•I(R al f 1.DWARF PERENNIAL RYEGRASS(80%BY WEIGHT) 2.CREEPING RED FESCUE(20%BY WEIGHT) 13.AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF INTO THE STORM WATER SYSTEM. Is1u1.0 C.STANDARD HEIGHT GRASS MIX(MIN.10OLB./AC.) t�gtl)PROFF3,s I (ncs ri Ir..E s,ac +zN+,n xM..R 1.ANNUAL RYEGRASS(40%BY WEIGHT) 14.USE BMPS SUCH AS CHECK-DAMS,BERMS,AND INLET PROTECTION TO PREVENT RUN-OFF FROM REACHING DISCHARGE W.`r NOINpF '6,y PLAN VIEW 2.TURF-TYPE FESCUE(60%BY WEIGHT) POINTS. NOT TO WALE ( .,vAli I•I Ls N A Y 1x[1•Kax;N. $ NSIIwwk�..�RG:.Ps Easr rtTr(+I nr 2.SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE SURFACE ROUGHENED BY MEANS OF 15.COVER CATCH BASINS,MANHOLES,AND OTHER DISCHARGE POINTS WHEN APPLYING SEAL COAT,TACK COAT,ETC.TO I ET""R""I`°^""`� TRACK-WALKING OR THE USE OF OTHER APPROVED IMPLEMENTS.SURFACE ROUGHENING IMPROVES SEED BEDDING AND PREVENT INTRODUCING THESE MATERIALS TO THE STORM WATER SYSTEM. vd°(carxr P.svxo M.o.z•Ra 1aLo<I, '1T Yz6.f REDUCES RUN-OFF VELOCITY. '+bA,1, i3.LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF PERMANENT VEGETATIVE COVER RENEW9.enaTe 9 WATTLESC1ean�Vater SeEvices VIA SEEDING WITH APPROVED MIX AND APPLICATION RATE. Sn 4.TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE:COVERING EXPOSED SOIL WITH PLASTIC SHEETING, R' STRAW MULCHING,WOOD CHIPS,OR OTHER APPROVED MEASURES. RI Revisions and Addendums SHEET Descri Hon -- Date o. B \�'1 F C ENGiNEERiNG DIN510N EAST TI G A R D SEWER IMPROVEMENT i Y �J L V I Nt1>72221 ZPROJ. PUBLIC WORKS DEPARTMENT EC6 BID ------- __ _-_ -- 1 ARK }JI?S SW. HN1 BLVD. 21 =4RD, OREGON 97123 131%1 SW 6R(h Puk- VOCE 503-639-4171 50J-62I-0751 026 y '11g.-II,(.>r g,,n503,W.6655-cWWW.T7GARD-OR.GOV ILE NO THIS DRAWING IS FULL SIZE WHEN 22"X 34"OR IS REDUCED TO HALF SCALE WHEN 11'X 17' - - EROSION CONTROL DEATILS F9J03DESIGN:ARW DRAWN:AS : AO1J BID ON: YtSi NYAl Meif A3L_� r•:nvC%t.DF -Wr BE U`4D 3•oRT;CFv _ %[•ort U ]TT J nuY•InT W(NM AND rT WASMW r FAttIDFS SNA.A eE pPTTW x AT �1...Dt�AlE {{ WASNWr,D nrLowE+. A ,"Al TYED.11-11 wM.,eNA.A1 i �; coNrwN -:tt F+ ...ro.+e.e•- rrtEPOARn a+t -SHouT FAcaIDES MD]T RE f CLEANED Cw KW-;UDES—T RE • SiMI"AND K.Dr at - .SE n(tt MF WAVtWI n)]R y • 'I .J �� I: .• l M/ASNd;i K KMwG j y {. c wr•. ...A,w AND asoox x MF •�+[NA,FMN w An _ n�• �. I.NR -,c—RE" wvtW r IT,� , - '" ff ' twPND4 6 b tT,SENSIDSE + ARLA DRAIN AREQA TCS SND i.�.C R-la i(MTA4 rONCProtR I� CATCH BASIN - - .. coxa .WA•i T EAENi nEt Fte3 W =T(!CONSrPIKTD AM NDt M',CNE SA w SLENT _ IN WWTh AItD SRC ID<dTAM FIVW NE UW D AID Ca Xlf WASTE UENEPATCD 9v WASRWt l(ACRE t 111 te'Br 3A• .. _ ...C/r ew t DPERAIKM r:K PNNrtp EIIe IC �}'1�"� _ _-_..._ / 11 NS,Nt uwmETF..spoor Y� eL.EK Er,ETIS �iid�M 1 D Y . I wn•w)0 tqT a R1vaNP, 1 P' Cqn - � q,( 1` <•]IICRR 9N` .auir 1• _-__ _ _L •• � A 1 _ / 0 r `� nMRORAR,cON(X,E WASNWrS L �, a `�� OPv ,ABLE AME A•U 5m ------T♦1 v t • _-;Y[,qn 9. _,o u.Lt DITCH INLET PIAN VIEW .(�' II ELEk41]eL TILT SED EAV.rATD tIA,EwN ,•-!•RDp MM I'W �YRFRNR nR!lRtl YINeINI f JEPM. b .,varNp at lyys II VEY .a• !•OR� NOTEI A4E.ISVG.0 wM]W!•AwU'•fRh.xa T'+5•.(V e y K teAAyAla)!•\ y I ADUITONAL MEASURES MUST BE �w Ml %PP.YI uG 1r w.E.�t,—'1—(uuun,1. t•uu.. _ 1 ( r.JNSIDERED OFPENINNG ON 5011 TYPE. t 'dcvY •(+ox.w rtcar d:•Re u•p rw•tx..'.¢.nau•�x[Nc CATCH BASIN INSERT Dc%a.! .NI IItFI of r.csm o,fA.I.wY wYwN n+rN,c.P.n..tm 1. BIO-FILTER BAGS SIIOULD BEuR -SbA -N +re%I.+w+I e.e.e,Ar Y(I.aa p.•u xu+hr .o 2. STAM.ED WHERE APPLICABLE USREG(2) Att %DAtD.,BAc eP.scot[PeaAws 1•c I,ce.wc nrtA 1p«vW urwwAt r•tNaty s[D.l+.n e.r. �_. I•r7'WOODEN S1AKEti CR APPROYEO s r. uosrlaMAa:A[mc[NvtApac.4 n slr D a •+f L— .W-L w,.F1iU+1 t'E BAG. a xuw ew ., wNr v Ew+t:.I aLc« n.•�t.As. . IDR r',wrKR w0`—T:m IIRECESSED CURB INLET CATCH BASINS tat F,FIKf IKCetwria( HR' ]AaR +'.11 —`oD, S WEN.ISIN.,SO"BIO-BAGS 70 aN KSir CRITERI.SEE R.nt 2E••!N e R vrww[c �'_'DNTAw L'pNMCR - EeISTNG Q10C PPCTECT A CA'C•1 RAISIN]O,1 MUST DN DEVI CAIIER1A SEE MUST at BLOCKED WHEN USING rtt•:R CT I R Q CLEAN PATER _HAPTER W CLEAN YA,F! FA(9iC INLET iACNS SIZE DF FILTER ANCCES ER16,01 PAFYENrta( 'f't%CED•rt"•P''c'Tt y`t la ns.ttro`tp"• >fElYtl id HAVE 1 9AGS AND THEY'1141.Pr s[RYic[i!Rascal PRE SYrr,w FAHRK INLET•;ArK5 'O BE DETERMINED ,....t A—Al, Y.d••tn�F .rets �. .n n.c.•T+ Moi ro xNE t7.E�VPcE[`g] r,' AND%mKEwr co(rRrA ni•.(�DI.0 KSI-. ..valY•.-arca•Kc h—AG D x]IDN wPAN Hr uA.Y�.—,:;1,RFP .NG AND xsla wrL CONCRETE WASHOUT CleaoVVtier Services INLET PROTECTION INLET PROTECTION SEDIMENT BAG cl water�Scrvices TYPE 4 (leanwater Services TYPE 5Cleanwt; Ser"as w,,(,4J SEF,ED PRo fJJ t S O,NE �o e R co RENEWS&3&18 Revisions_and Addendums SHEET C S NWWN0.93 EERING DINSIGN EAST TIGARD SEWER IMPROVEMENT Description F Date o. B EC7 E 8/D I } AR � C WORKS DEPARTMENT SW. Awl BLVD. 22 OREGON 97??J OF IR'X1 SW 68th Parkxvy,Sure 15(1 503-6J9-4 1711,E)srW—97223503-624-075? 26 GARO-OR.CovLE NO THIS DRAWING IS FULL SIZE WHEN 22'X 3e'OR IS REDUCED TO HALF SCALE WHEN 11'X 17' DESIGN:ARW DRAWN:A$M CHECK: ARW BID ON: EROSION CONTROL DEATILS 93013 Lill $ '.�,'i.:.•.i.=:�' ti .Fri-. 3+64.11-25.44'L CWS21148 _- SAN EXTG 1— • is ".`;"�v"..': •v' 1+73.28 SMH . ..•,,:'s.�:;: j�.:.�%,A-.I.s 1 SAN LAT 1h•` :`i.(l.i' �" F.''- -%" 1+85.12 CO-I Tit ie::t�,ti'3 vfyi: ._'•+/.....::. ,A;. :;•�,�.}•^vF: c f ; 1z WETLAND 3+73.76 CWS21147. �1 SAN LAT1M•��""i:C'•i�:/YY,'• f SAN EXTG f- .. /fir fY•�:7+J+'''�M1�,y N.. Y'>•.+ C I UNDARY \ i+,:.. :e-='I((1•• •ti�C.•" fsY o OHW 1 :'7Y��•.{fir -`'1•a 2X...,F+h�T'•a); rY'�..5=y Lco'j� -,..: �• tiw; ,: �r IMPACT ZONE 3 � � C _ •G�' -_ .� -~_1~�°� � -��-��� 7+63.41 CW521146 //�� 11 � •`•. j. �....�.?..��.r.�Y - , 3�---SS - ' 2'CONC _ - �� �— SAN EXTG _ B-V3 • ` � Omw / ,S.wc B-112 `_y �= _ HA-1 e«,N ° '� 1 p�'c zs //`'`�/3a: 1+oa.0o sMH-a1 -_ --- _ - 15'PVCL z 55 __ _ y � '' 1 �5 r 1( ' I( (3+49.66 SAN EXTG) ;IY''O Z \\. \: lY CO �I �'1' O .. 0+39.92 CWS58644 - 2+57,40 SMH-A2 e _ I — _ \ \ 1 !� ---rs__ �� "_— _ IMPACT ZONE 2 ' IV SAN LINE A= SAN LINE A= -- I � _ (2+89.58 SAN EXTG) (0+90.00 SAN LAT 1) \ 1 J -'38 — y.<�.` .. �� -- �i J>� �� B-07 1 \ ^ IMPACT ZONE 1_ . _— i� 1psHSc�"=U— - e 4+14.427.00 RSSWR CO-274+88.44 SMH-A3 l/\ \ 1 ✓ - 1,l.....- I2'C SS N SAN LINE A SAN LINE A I 1 ONC as - WETLAND 1 \ _„LLyt•r FAU B-09— S _ . \ \ BOUNDARY \ 6+44.01 SMH-A4 1 TER B-02 . L 1 1 / f�WA 15•�' 'io \ \ SAN LINE A= Lam, 1 l B-1 0 / • ` \ -(0+00.00 SAN LINE B) 1 1 > ---- ls• 15”PVC pvc / c / / = APPROXIMATE LOGnOM GAS 1 N 15"PVC / 't. EASEMENT BOON SB3 VALE 25B " 1+00.00 CWS56466 /0 �'------------ u � �� / / 4 SAN EXTG , ----------- B-11 A s l 1 0 'I E EASEMENT 0+82.73 SMH-B1 -- _-- BOOK 1043, AGE 999 SAN LINE B 2a'ACCESSEASEMENT 1 9+03.52 SMH-A6 PER PP2007-a SAN LINE A 1 ' 9+03-52 47.14'R CO-4 SAN LINE A VISUAL CLEARANCE 1 j STAGING EASEMENT"2007-064T 1 'f AREA I TEMPORARY STAGING TEMPORARY PROTECTION AREA FENCE, AREA FENCE, `� \ COORDINATE WITH COORDINATE WITH I B-04 PARKS DEPARTMENT PARKS DEPARTMENT 1 u 20'SANRARY SEWER EASEMENT • 7 DOC.NO.2007419321 / t POTSO DOG PARK t SW WALL ST y ACCESS EASEMENT DOC.NO. 2007-019321/22 LEGEND < CENTERLINE FLOW OF STREAM ORDINARYHIGH 2 WETLAND BOUNDARY ER MARK(OHW) I _ i VEGETATED CORRIDOR TEMPORARY EASEMENT LIMITS/PROJECT LIMITS 0B-04 BORING LOCATION .o CPECC.! e ® NON-HAZARDOUS IMPACT ZONES G�0. "VN ® LEAD TCLP EXCEEDANCE IMPACT ZONES t9 and Addendums CEIASHEET Description Date o. B PUBLIC DEPARTMENT EAST TIGARD SEWER IMPROVEMENT 13125 S.W. HALL BLVD. 73V1 qY amec foster wheeler ■ nOARD• OREGON 97223 89 OF VOCE 503-639-4171 F FAX: 503-624-0752 26 + -LE _ 1 WWWIXNRD-ON.GOV FILE NO l, L TNS D14AWNG,S FULL SIZE*WEN 22'.34'ON IS REDUCED TO HALF SITE/BORING LOCATION PLAN ENV I SCALE OWN 1C. 17', DESIGN:XXX I DRAWN:XXX I CHECK: XXX PRO]. N0:93013 IBID ON: Sequencing-Excavation of Soils from Impact Zone 1 and 2 1) Submittals: Comply with the submittal requirements in specification 00294.03 prior to commencing site work. 2)Labor Qualifications: Comply with the labor qualifications detailed in specification 00294.30 and provide copies of certifications. 3)Use plans(ENV-1 and ENV-2)to locate and mark the Impact Zones 1 and 2 on the ground (along the sewer trench)with markers and marking paint to clearly show the beginning and end of the excavation zones. Impacted zones beyond these areas may be encountered during excavation beyond and between Impact Zones 1 and 2. Field monitoring by environmental technician should be conducted in these areas during excavation work. 4)Prior to excavating the Impact Zones prepare the following: a. Set up the water treatment system in accordance with the concept design on ENV-4 and recommendations of the Engineer and equipment vendor for both turbidity and contaminant removal. b. Test the water treatment system to confirm its function. c. Set up the dewatering boxes for removing water from the saturated soils from B-01-3-4rr the Impact Zones. These should be placed close to the excavation to avoid 1/24/2017 GRH:3.690 m9/kg excessive movement of the soils. ORH: 65.2 J mg/kg ORH: 1.250 J mg/kg d. Set up the Loading Area in accordance with specifications 00294.40. T.1--6N"/kg e-10_1s-2.sff e_02_� EMylbenxena: 16.7 mg/kg e. Ensure adequate shoring or trench boxes to ensure worker safety and trench 3/22/2017 1/24/2017 m,P-xylww,57.6 m9/kg A 0161:2,070 mg/k9 E.—do GWgn RH Screening .->)4—: 10.5 mg/kg A' stability during work are available and serviceable. Ea..W. '_FIN Screening L W.for Totd Arsenic Aroctw 1254: 5.65 mg/kg Le-1.+ar Tatd L.od Emceed,OHO,FIN Screenkig L.-I. for Totol ChromiIN and Lead 5)Excavation of Unsaturated Soils from Impact Zones a. Excavate the soils and load them directly onto the trucks in the Loading Zone for 8-07 transportation to landfill for disposal per specifications 00294.40 and 00294.41. STA 10+00 8-10 8-02 STA 11+60 B_09 STA 12+40 STA 13+40 B-ofi b. If direct loading is not possible,stockpile unsaturated soils on poly liner and cover _---- - B-0, ---- ------ in accordance with the specifications 00294.40 until they can be loaded onto -- --------- ------- IMPACTZ N t trucks for transport to landfill for disposal. 12 6)Excavation of Saturated Soils from Impact Zones 6' jJ IMPACfiZiN�Z — _ a. Excavate the soils and place them directly into the dewatering boxes for water — — • — — — . . — ' removal and treatment in accordance with specifications 00294.40. b. After soils have been dewatered, load them into trucks for transport to the -- L J landfill for disposal in accordance with specifications 00294.40 and 00294.41. Soil ------ - must not contain free liquid water that can drain out of the trucks during fUea P�glp rJL g,lm.ppl C,s. transport. Soils may require the trucks to be lined prior to loading. c. Water recovered from these soils shall be treated in the same manner as water recovered from the excavations(see#7). 7)Water Treatment in Impacted Zones a. Water pumped from the impact zone excavations and recovered from the soil dewatering boxes shall be treated for turbidity and contaminants in accordance 8-01-GW with specifications 00294.43 and 00294.44. l0W/177,OX Ng/L pt design of a water treatments stem is provided on ENV-4 but b. A Cance g y 1.120 Hg/L B.nr.ne:32.1 Vg/L Contractor shall work with equipment vendor to determine best configuration of Toluene:42.400 vg/L Ethoben.. 277 Ng/L equipment to attain discharge compliance. Contaminant compliance levels are m.P-xyWn.: 662 Vg/L a-.y1.ne: 123 Yg/L shown on ENV-4. n-P Oobenaene: 5.94 y9/L 1,2,4-Tdi thyIben .: 20.6 Ng/L c. System shall be tested for compliance before and after GAC vessels every 20,000 4-Methyl-2-PerRanone(MIBN):420 H9/L gallons to check for evidence of contaminant breakthrough. LEGEND d. Treated water shall be discharged into sanitary sewer system at proper locations. NON-HAZARDOUS IMPACT ZONES SANITARY UNE A A flow totalizer and flow rate meter shall be installed at the end of the treatment HORIZONTAL: = 30 system to record daily flow rates and end of day totals in accordance with ESTIMATED VOLUMES: VERTICAL: 1"=6• Specifications 00294.44. IMPACT ZONE 1= 142 C.Y. IMPACT ZONE 2= 178 C.Y. 8)Backfill -Backfill impacted zones with clean import soils or rock that complies with the backfill specifications. This material must be segregated and protected from any impacted soils or water removed from the excavations. 3 CF crr ' CZC; i Revisions and Addendums ERING DIVISION SHEET Description Date o. B PUBLIC WORKS DEPARTMENT EAST TICARD SEWER IMPROVEMENT ENV2 �• 13125 s.W HkL BLVD. 24 amec foster wheeler' ■- TIGARD. OREGON 97223 OF I. 77x5 DR wNG is FuLL s12E IowEN 22'=34'OR fs REDUCED ro HALF VOICE-503-639-4171 26 7 SCALE*NEN 11•. 17' FAX..- 503-624-0732 Z GRH-GASOLINE RANGE HYDROCARBONS. -LE _ 6 WM'W.TIGARO-OR.GOV I� ORN-DIESEL RANGE HYDROCARBONS. O N-ac RANGE HYDROCARBONS FILE N �.= �NOTDETECTED ATORABOVE NfGIVEHREPOR77NGLJ� DESIGN:XXX DRAWN:XXX CHECK: XXX PROJ. N0:93013 BID ON: ESTIMATED IMPACT PROFILE/CONSTRUCTION SEQUENCE ENV2- Sequencing-Excavation of Soils from Impact Zone 3 HA-1 8-03 VEGETATED CORRIDOR 1) Submittals: Comply with the submittal requirements in specification 00294.03 prior to commencing site work. I�t 9,wE Mike AlkEA 2)Labor Qualifications: Comply with the labor qualifications detailed in specification 00294.30 and provide copies of li I I certifications. STA 3+14 3)Use plans(ENV-1 and ENV-2)to locate and mark the extent of Impact Zone 3 on the ground (along the sewer trench) HA-01-3-4@ I I _ __ with markers and marking paint to clearly show the beginning and end of the excavation zones. Impacted zones 3/22/2017 GRH: 274 m9/k9 I ------ --- beyond these areas may be encountered during excavation beyond Impact Zone 3. Field monitoring by environmental OR"' 647 mg/kg GRH: 5.170 mg/kg technician should be conducted in these areas during excavation work. I li Lead TCLP: 15.3 mq/L I I 9-03-6,WT-7.SFT E.-d.aeon FA Sc eenin� 4)Prior to excavating the Impact Zones prepare the following: Level.r«Toted Cedmk,m. STA 2+40 I 1/24/2017 L Lead.and Mercury 1 GRH:274 mg/kg a. Set up the water treatment system in accordance with the concept design on ENV-4 and recommendations of the DRI4 7.320 J mg/kg __ _ -'I` IMPACT 15, ORH:6.590 J /kg Engineer and equipment vendor for both turbidity and contaminant removal. 14D.79 `� , mgmA-xylene:O.t94"/kgH4 01_4.5_S.Sft ZONE 3 a-xylene:0.105 mg/kg b. Test the water treatment system to confirm its function. 7/22/2017 n-ProglDenxene:0.0563 mg/kg 137.64 I GRH:27.0 mg/kg I Amore 1242:0.03.0 J mg/kg c. Set u the dewaterin boxes for removing water from the saturated soils from the Impact Zone. These should be oRH:e36 mg/kg I o�„e. Arbelor 1254:0.0926 J mg/kg P g g P e E-eed 1260:0.126 J mg/kq laced close to the excavation to avoid excessive movement of the soils. - _ - uteeAl ro eecaxe[cT Exceed.Clean FIN Screening p I It cele d ta<ed`admi°m d. Set u the Loading Area in accordance with specifications 00294.40. I I d Lwd p g p I OASSAeACx„ I I 4,�aAsseea«rtu� e. Ensure adequate shoring or trench boxes to ensure worker safety and trench stability during work are available and serviceable. 6-03-GW 5)Excavation of Unsaturated Soils and Phosphate Amendment Treatment 1017 D": 12,280 J yg/L a. Excavate the soils and place them on liner with a thickness no greater than 2 feet. When all unsaturated soils DRH: 2.210 J N9/L have been placed on the liner,spread out amendment material over the soils and mix it into the soils. Once LEGEND mixing is concluded collect a composite soil sample and submit it for analytical laboratory testing for lead TCLP ®LEAD TCLP EXCEEDANCE IMPACT ZONES SANITARY LATERAL 2 (leachable lead). Cover the soils until laboratory testing results in compliance of 5 mg/L. All amendment mixing HCRIZDNTkL: 30• and testing work shall be in accordance with amendment vendor requirements and specifications 00294.40. ESTIMATED VOLUMES: .ERTICAL 6 b. After soils have passed TCLP testing, load them directly onto the trucks in the Loading Zone for transportation to IMPACT ZONE 3= 165 C.Y. landfill for disposal per specifications 00294.40 and 00294.41. 6) Excavation of Saturated Sails and Phosphate Amendment Treatment a. Excavate the sails and place them directly into the dewatering boxes for water removal and treatment in accordance with specifications 00294.40. Soils must be significantly dewatered prior to placing on liner(next a C, _ a o _ step). $ z i E 0 U b. After soils have been dewatered, place them on the liner no greater than 2-ft thick. After soils have been placed Ew� Lo aS a on liner,spread out amendment material over the soils and mix it into the soils. Once mixing is concluded collect is lJ V J Jl N J a composite soil sample and submit it for analytical laboratory testing for lead TCLP(leachable lead). Cover the RBCS.Sod Ingestion, Construction Worker 15 69,000 350 530.000 800 110 NS 1,800 NL Dent,alCantact and ---- soils until laboratory testing results in compliance of 5 mg/L. All amendment mixing and testing work shall be in Inhalation Exca,etion Worker 420 >Max 9,700 >Max 600 2.900 NS 49.OW NL accordance with amendment vendor requirements and specifications 00294.40 Clean Fill Screening Levels 66 790 0.63 76 26 0.23 071 42 NL c. After the soils have passed TCLP testing,load them into trucks for transport to the landfill for disposal in RCRA Hazardous Waste NA NA NA NA NA Nn NA NA 5 accordance with specifications 00294.40 and 00294.41. Soil must not contain free liquid water that can drain out Toxicity Characteristic Threshold of the trucks during transport. Soils may require the trucks to be lined prior to loading. Sample ID Sample � os0o-01345.22 13mgtkg 3 ss no ue 0,112 u U 0.2Wkg U 6s d. Water recovered from these soils shall be treated in the same manner as water recovered from the excavations 8-02-5FT 1/2412017 8.91 171 0.324 32.9 9.66 0.120 U 1.50 U 0.299 U NT B-03-6.5FT-7.5FT _ V24/2017 5.12_ 92.5 2.37 56.6 179 0.144 1.41 U 0.412 0.108 (see#7). B-04-0FT - 1/24/2017 6.93 127 0.436 18.2 6.51 0.112 U 1.40U 0.281 U NT 7)Water Treatment in Impacted Zones B-055FT 1/24/2017 8.07 149 0.298 24.8 8.69 0.115 U 1.44 U 0.288 U NT B.06-5FT ,124120,7 4.62 153 0299u 32.7 9.43 0.120U 1,49U 0 299 U NT a. Water pumped from the impact zone excavations and recovered from the soil dewatering boxes shall be treated B-07 2.53.5rt 312212017 7.06 las 02550 26.1 11 0.102U 127U 0.2550 NT for turbidity and contaminants in accordance with specifications 00294.43 and 00294.44. B-08 1.5-2.511 3/22/2017 6.58 166 0.293 23.0 12.4 0.0977 U 1.22 U 0 244 U NT B-10 15-2.5rt 32220,7 2.24 ,24 0.256 ,s.o s3.i oos7su 1 zzu o2a u Nr b. A concept design of a water treatment system is provided on ENV-4 but Contractor shall work with equipment KA-01 2-13rt 3+2212017 .9 NT NT NT 1,3 Nr 30 NT Nr vendor to determine best configuration of equipment to attain discharge compliance. Contaminant compliance HA-0,_3-art ----- 3,zuzon s.e3 1u ss1 02.2 1,390 o.2a 1.wu -1.9s 10.3 - gg P P levels are shown on ENV-4. Note.; c. System shall be tested for compliance before and after GAC vessels every 20,000 gallons to check for evidence of RBC Risk-Basod Car--obone for Mbk.dual Cbemscais P bkrned try 01non Deparmemw E-arx,ental 0-Kyi0EW Updated l November 2015 contaminant breakthrough. Clean Fdl Derernaneeons P bhshed by Oregon Depar nl of FTvronnenlaiouakty Loclabd 23 Juy 2014 RCRA=Resource Conservation and Recovery Act d. Treated water shall be discharged into sanitary sewer system at proper locations. A flow totalizer and flow rate rryty=ml9raneuermbgram meter shall be installed at the end of the treatment system to record daily flow rates and end of day totals in ^V&=m4grw a Per ee, TCLP=T...ey Chorac.-_.acnngRoced°re accordance with specificaitons 00294.44. Bahl=Anaryledetecled HghVt=.nays neeeds RBC 8)Backfill-Backfill impacted zones with clean import soils or rock that complies with the backfill specifications. This tndcelee a.*%steseds 01130 aeon To standard. T kdic,l..wt..«.d.ea6�i�0andaaanFksa dad. ��FAGI; material must be segregated and protected from any impacted soils or water removed from the excavations. k,dcak s tiew" coeds RCRA 1-1-clots Mist,T-city Ch-t-he l"Noshad q raises=analyte not detected but th ,eponng tnd...sous oAb,,deo.sen Fill ce r standards e W=Screening level not listed by DEO >Nrx=the conslwem ro for ms Pemw ay is caxuletsd as g,esle,man 1 uuD Dou rrglxg i b.ol-ms s..,-c.is oeer.ed na io Pose aisle.,ms scenario .a CPECC. ° U=anay%not detected at or above me given repamg the e� NT=no,tested g W7=screening na app c.bi.:°1^.e 01701,.. �� E79kt6 J,.+e Zoll!I Revisions and Addendum. SHEET Description Date o. 8 ENGINEERING DIVISION EAST TI C A R D SEWER IMPROVEMENT ENV3 PUBLIC WORKS DEPARTMENT MPROJNO r3r25 sew HALL Btw. 25 1. iDRAWING/S FULL SIZE WHEN 22'r J4'OR 15 REDUCED TO HALF amec foster wheeler y�.'503-639417123 of SC LE WNEN rt-r 17: FAX: 50J-624-0757 26 Z GRN-G4.50CINE RAnyE HYDROCARBONS. -LE _ WWW.77G4RD-ORGOVis ' °=� DEr OR�>H£G-NRE��1? ESTIMATED IMPACT PROFILE/CONSTRUCTION SEQUENCE ENv2NESTT44TE VALUE DESIGN:XXX DRAWN:XXX CHECK: XXXO 13 I BID ON: - Imr oaavernnN I Rosedale Model 8302F2150CBSPS Bag FIJI all FOII CR 3N TOP RAI- ' wNOed COmLruCdoM wo n,Carbon gee partL Design Pies-150 psi.Design Tenet aturc'4007,,Ricer 32 Basket:304 SS,4.4 11 arca,9/64'ma.holes IS I% (�I open)_ 2 Expanded metal granfsg 3 Mounting skid with forklR[pockets 4 I'bottom drain °e°e 5 2'I piping °o�oo 4U °°oo 'o 0. 77k 98J --- s TOP VIEW 'oo'oo°0 000 21-{-42 -21 I--3 z 0o o e DOOR PANEL A. ovoaRe 2 ' +5' / �/ BASKET CLEANOUT HATCH SIDE VIEW INLET 5 4'PIPE NIPPLE AND CAP WALL SHEET DIMENSIONS 3.5' 1,- OUTLET 60 49J 96 F 96 59 �3 43} 3 33 FRONT - VIEW 91 6-PIPE NIPPLE AND CAP / 261 o"KE, 2" BAG FILTER UNIT (BAKER TANK) isTwG F NOT TO SCALE, DIMENSIONS 14 INCHES y�cow GONvega NOTES. 1.This drawing is a baseline representation for this model of tank.Variations between this drawing and the actual equipment In the field can and do exist,primarily with appurtenance locations,sizes and quantities.Consult Your local Baker-Corp representative if specific needs exist. I 6,8• EXAMPLE 25 C.Y. DEWATERING BOX (BAKER TANK) NOT TO SCALE.DIMENSIONS IN INCHES SOILS DEWATERING BOX TRANSFER PUMP PLACE SATURATED IMPACTED SOILS IN DEWATERING BOX(ES) C I. CON019TIW.DESI(iV/S NOT INTENDED 7b SNOW ALL ELEVATE SLIGHTLY TO PROVIDE SLOPE n17ING/VALVE5/NOSES OR.MINOR EDIXPNENT POTENTIALLY NEEDED TD ScreeningValue Screening Value TRI WATER STREAM FOR TLR&DRY AND CONT"NANTS.CONTRACTOR Pollutant 9 YSSIiMTO A#VRKDDRESS 7URI AND COA4/NA.of A CasiRLE7E n /L /L 2 RDCCULAN75 I BE NEEDED IN THE WEIR TAW TD RE7xK'E TIARSIOITY. Benzene 0.01 13.99 GAC-GRANULAR ACT"70 CARBOw VESSEL(55-01LLON iAOUIO PHASE) Chloroform 0.06 59.63 now TorAuzER(GiIaows) rRGTA11Kj. TRANSFER SAND AG 55-GALLON LIQUID FLOW " 1.2-Dichbro ro ane 2.94 2,941.1$ S) PUMP FILTERS PHASE CAC TOTALIZER/METER Q-uEc�4vWcv-PRESSURE GAUGE(GALLONS) Eth (benzene 1.67 1,666.67 PRIMARY SECONDARY 1.1.2.2-Tetrachloroethane 1.81 1,807.89 P P Tetrachloroethyiene 0.95 945.61 NEW SEWER TRENCHFT DISCHARGE TO L L Toluene 2.05 2.051.28 (IN IMPACTED GAC IL.AC SANITARY SEWER ZONE) C MANHOLE 1.2-trans-Dichlorceth lane 2.04 2.038.56 1.1.2-Trichloroethane 1.32 1.323.53 L Trichloroethylone 0.33 328.24 Vinyi Chloride 0.01 12.21 # SAMPLE PORTS pg.0 F Dichlorolluoromethane 0.04 42.00 X ane 2.07 2.066.67 F SUMP CI I `t PUMP CONCEPT WATER TREATMENT SYSTEM SANITARY SEWER DISCHARGE LIMITS e€ NOT TO SCALE Revisions and Addendums EAST TI C A R D SEWER IMPROVEMENT SHEET Description Date No. B ENGINEERING DIVISION ENV4 PUBLIC WORKS DEPARTMENT amec foster Wheeler 73725 sN eL Ow. 26 1 77GAR0, OREGON 171 OF MICE -1-1-171 FAX: 50.3-624-0752 26 �: wtkwTCARD-oR'cov FILE NO 1. 111 DRAWING IS FULL SIZE WHEN 22-.34.OR IS REDUCED TO RALF CONCEPT WATER TREATMENT SYSTEM ENI/4 SCALE WNEN 11'. 17-. DESIGN:XXX TDRAYMEXXXTCHECK: XXX PROJ. N0:93013 I BID ON: