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PFI2018-00002 CITY OF TIGARD PUBLIC FACILITIES IMPROVEMENT PERMIT COMMUNITY DEVELOPMENT Permit#: PF12018-00002 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Date Issued: 01/08/2018 Parcel: 1 S136CD01401 Jurisdiction: Tigard Site address: Subdivision: None Lot: None Project: Pacific Realty Addociates LP Project Description: Associated with address 11646 SW Pacific HWY, Parcel ID: 1S136CD01401. Construction of new manhole on public sewer for private sanitary sewer lateral. Owner: FEES Description Date Amount PFI Permit Fee 01/05/2018 $300.00 PHONE: Contractor: PHONE: FAX: Applicant: MATTHEW OYEN 15350 SW SEQUOIA PKWY, STE 300 TIGARD, OR 97224 PHONE: 503-523-7619 Total $300.00 Please sign below to indicate acceptance of conditions and return a copy with the proposed work schedule along with names and contact information of responsible parties before beginning work. Permittee/Applicant Signature: -C, r I�`I��lr ' Issued By: Special Conditions(See Attached) Note:THIS PERMIT DOES NOT COVER WORK ON PRIVATE PROPERTY Conditions for PF12018-00002 Type: Condition Name: Status: Severity: PFI—Utilities 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—Utilities 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—Utilities 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—Utilities 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—Utilities 05-TRAFFIC CONTROL SPECIFICATIONS Applied Notice Applicant shall provide traffic control according to the current edition of the"Manual on Uniform Traffic Control Devices [MUTCD]for Streets and Highways", U.S. Dept. of Transportation, FHWA, current edition, American Traffic Safety Services Association [ATSSA], and Oregon Temporary Traffic Control Handbook[OTTCH]. PFI—Utilities 06-TRAFFIC CONTROL PLAN Applied Notice Submit a job specific traffic control plan. A copy of the approved traffic control plan shall be readily available at the work area. Traffic control devices, flag persons, etc., shall be in place prior to initiation of construction work and shall be effectively maintained. PFI—Utilities 07-TRAFFIC CONTROL ROAD CLOSURE Applied Notice Public roadway shall not be closed to traffic, at any time, without obtaining written approval from the City Engineer. The applicant is responsible to provide 48 hour advance notice of traffic flow disruptions to affected businesses, residents and area wide Emergency Services: 503-629-0111 (Tigard Police Dept., Tualatin Fire& Rescue)and to 503-962-8140(Tri-Met) and 503-431-2345(Tigard School District)and other service providers impacted by such closure. PFI—Utilities 08-TRAFFIC CONTROL PROPERTY ACCESS Applied Notice Access to existing properties shall be maintained at all times, including normal delivery service and mail service. Obtain City approval of any access closures. PFI—Utilities 09-TRAFFIC CONTROL WORK HOURS Applied Notice Work is permitted in daylight between the hours of 7:00 a.m.to 7:00 p.m. Mon-Fri unless otherwise authorized by the City. PFI—Utilities 10-TRAFFIC CONTROL LIMITED WORK HOURS Applied Notice Hours of construction work on collector and arterial roads will be limited to 9:00 a.m.to 3.00 p.m. unless authorized by the City Engineer. Work will not be permitted on collector and arterial roads between 3:00 p.m. to 9:00 a.m. unless authorized by the City Engineer. PFI—Utilities 11 -TRAFFIC CONTROL MODIFICATION Applied Notice The City reserves the right to add to or modify traffic control requirements as necessary to effectively control traffic and to assure public safety. PFI—Utilities 12-UTILITY NOTIFICATION Applied Notice Oregon law requires following the rules adopted by the Oregon Utility Notification Center. Said rules are set forth in OAR 952-001-0100 through OAR 952-001-0080. Copies of said rules may be obtained from the Center by calling 503-246-1987. If you have any question about the rules, contact the Center. NOTE: Damage to utilities shall be corrected at the permit holder's expense. PFI—Utilities 13-UTILITY LOCATION CONFLICT Applied Notice Applicant must verify all existing utilities for both vertical elevation and horizontal location prior to start of work(pothole before digging if necessary). Should conflicts arise and redesign or relocation of facilities be necessary, it shall be done at the applicant's expense. Changes must be approved by the City in advance of work.Applicant shall coordinate the work with affected utility agencies. PFI_Utilities 14-TEMPORARY PATCH Applied Notice A temporary hard-surface patch shall be placed on trenches within roadways at the end of each work shift. Obtain advance approval of patching method. No trench shall be left at any time in an un-safe condition. Applicant is responsible for and is liable for hazards or damage resulting from the prosecution of the work. PFI_Utilities 15-REPAIR OF EXISTING FACILITIES Applied Notice Work under this permit shall include repair of existing facilities(roads, ditches, etc.)as may be necessary, as determined by the Inspector, to overcome deterioration or damage which occurred in conjunction with the work authorized by the permit. Corrective work shall be done at the applicant's expense. PFI_Utilities 16-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_Utilities 17-NOTICE TO COMMENCE WORK Applied Notice The applicant shall notify the City's Inspector twenty-four(24)hours prior to commencing work, prior to any staged inspection, and after completing work covered by the permit. Call Jonny Gish at 971-713-0281 or Jonny@tigard-or.gov PFI_Utilities 18-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_Utilities 19-MONUMENT PROTECTION Applied Notice Existing monuments, property corners, and survey markers shall be protected. Replacement shall be at the permit holder's expense. PFI_Utilities 20-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_Utilities 21 -OTHER Applied Notice City of Tigard RECEIVED PUBLIC WORKS — ENGINEERING JAN 0 3 2018 CITY OF-i'IGARD Public Facihty Improvement (PFI) TOM11AINEERING TYPE OF WORK DESCRIPTION OF WORK(in the right-of-way) ❑ TYPE 1—Franchise Utility Work Check one: X Utilities ❑ Sidewalk/driveway approach ❑ Street improvements performed by NWN, PGE Detailed description: Construction of new manhole on public sewer and/or utility agency. for private sanitary sewer lateral. [X TYPE 2—Sidewalk/Driveway/Sewer Work performed for the purpose of: • Sidewalk installation or repair. Property address/location(s): 11646 SW Pacific Highway,Tigard OR • Driveway approach installation and/or repair • Sanitary sewer lateral installation and/or main line tap Applicant: Pacific Realty Associates L.P. ❑ TYPE 3—Full scale Development pp Work performed with Land use Address: 15350 SW Sequoia Pkwy, Ste 300 approval which includes any of City/state: Tigard, OR Zip: 97224 the following: Phone: 503 603-5492 Email: matto@pactrust.com • Subdivisions or Partitions Contact name: Matthew Oyen Phone: 503-523-7619 • Street widening • Mainline installation for Sanitary Contractor: Flying H Construction sewer, Storm sewer, Tigard water CCB#: CCB#104699 Expiration: 02/04/2018 and/or Tigard Water Service Area Address: P.O. Box 2533, SUBMIT COMPLETED APPLICATION TO: City/state: Wilsonville, OR Zip: 97070 City of Tigard 503-780-4916 phil@flyinghconstruction.com Planning/Engineering Phone: Email: 13125 SW Hall Blvd. Contact name: Phillip Rissel Phone: 503-780-4916 Tigard,OR 97223 Applications for"minor work in right-of-way" Engineer: Westlake only may be emailed to: Address: q Y 15115 SW Sequoia PkwySte 150 ro-,wp rmits .tigard-or.gov , City/state: Tigard, OR Zip: 97224 FOR ST.XFF USE, ONLY Phone: 503 684-0652 Email: Jtoll westlakeconsultants.com Case No.: Contact name: Jay Toll Application submittal fee(.07%of Engineer's Estimate) $ SOO.00 Estimated value of work is required(if over$5,000):$ 5,000 Additional fees: $ (within the public right-of-way) Application accepted: ' Is work related to a LAND-USE DECISION? El Yes CA No By: )�- Date: If so, please specify (MLP, SDR, SUB, etc.) case #: Application reviewed: By��•SL%- Date: Is work related to a BUILDING PERMIT? ❑ Yes [X No Applicant notified: If so,please specify(BUILDING PERMIT)case#: By: Date: I:\ENG\PermitApplications\pfi_application Effective 10/16/2017 City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov • 503-718-2421 • Page 1 of 4 APPLICANTS NOTE: Person specified as"Applicant" shall be designated"Permittee"and shall provide financial assurance for work,if required by the city pursuant to TMC 15.041.140. * With the exception of a utility operating pursuant to a valid franchise with the City of Tigard,when the owner and the applicant are different people,the applicant must be the purchaser of record or a lessee in possession with written authorization from the owner or an agent of the owner. The owner(s) must sign this application in the space provided or submit a written authorization with this application. Franchised Utilities are not required to obtain the owners signature on the application BY SIGNING BELOW,THE APPLICANT(S) SHALL CERTIFY THAT: • The above request does not violate any recorded deed restrictions that may be attached to or imposed upon the subject prop • 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 o enying the application. ,,,, Matthew Oyen-Construction Manager Pacific Realty Associates,L.P. 01/02/18 pplicant/Authorized e s signature Print name Date SIGN ' S of each owner of the subject property, if required. Eric Sporre-Vice President Pacific Realty Associates,L.P. 01/02/18 Owner'6 signature Print name Date Owner's signature Print name Date Owner's signature Print name Date PUBLIC FACILITY IMPROVEMENT PERMIT City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.dgard-or.gov • 503-718-2421 • Page 2 of 4 DEVELOPMENT ENGINEERING FEES FOR STAFF USE' ONLY Public Facility Improvement(PFI)Permit: DETAILED SUBMITTAL APPLICATION FEE REQUIREMENTS Part 1: Required submittal fee$300.00 FRANCHISE UTILITY AND SIDEWALK/ PERMIT FEE DRIVEWAY AND UTILITY CONNECTIONS,ETC. Part 2: All non-water system improvements (work in the right of way) Engineer's estimate X 5% (less$300.00 submittal fee) 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 Plans • 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 ❑ Water,Storm and Sanitary(Plan Profile) • Planter strip landscape maintenance ❑ Water Quality Facilities • Test wells ❑ Grading ❑ Landscaping/Tree Plan ❑ Composite Utility Plan(Electrical,Phone,Gas, Note. A cash assurance may be required per Storm,Sanitary,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 ❑ Engineer's Construction Estimate PUBLIC FACILITY IMPROVEMENT PERMIT City of Tigard 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov • 503-718-2421 • Page 3 of 4 ( 2-cA(3 - oo002 4 . o f CA�`E QAL- S o LU r QE @ clKdt of AIA'Al 14NZ " ot �M CONSTRUCTION KEYNOTES: �1 SAWCUT, REMOVE, AND REPLACE EXISTING AC.nal, O Pro INSTALL FLAT TOP MANHOLE PER DRAWING NUMBERS 020, 030, 050, 100, AND 130. RIM=204.89, IE IN (4"W)=200.02,11 AND EXISTING IE'S=199.82 (CALCULATED). .2 bC�• W I 21 41 3 INSTALL 4" PVC ASTM D3034 SDR35 SANITARY SEWER PIPE a: ' V SCALE: 1"=40' WITH MINIMUM 3 OF CO ER LENGTH-- 85.38 AND SLOPE=4.6% N w (MINIMUM 2% SLOPE). INSTALL 4 LONG SWEEP 90 BEND AND CLEANOUT PER Fil Z p, DRAWING NUMBERS 500 AND 510. e e� 'r7 REMOVE AND REPLACE APPROXIMATELY 5' OF EXISTING CURB. NEW STANDARD CURB PER DRAWING NUMBER 125. INSTALL 4" PVC ASTM D3034 SDR35 SANITARY SEWER PIPE WITH MINIMUM 3' OF COVER. LENGTH=45.33' AND SLOPE=4.6% co (MINIMUM 2% SLOPE). 147 INSTALL 4" 22.5' BEND. ® MAINTAIN 6" VERTICAL SEPERATION BETWEEN PROPOSED 4" SEPTIC TANK AND SANITARY 13 SANITARY LINE AND EXISTING 24" STORM DRAIN LINE. SERVICE LINE TO BE DECOMISSIONED APPROXIMATE LOCATION OF INSTALL 4" PVC ASTM D3034 SDR35 SANITARY PIPE PER CITY REQUIREMENTS � EXISTING 24 STORM DRAIN O ANIY SEWER WITH MINIMUM 3' OF COVER. LENGTH=40.30' AND SLOPE-- 4.6% 12 (MINIMUM 2% SLOPE). O10 INSTALL 4" 22.5' BEND AND CLEANOUT PER DRAWING NUMBERS 500 AND 510. �- 11 INSTALL 4" PVC ASTM D3034 SDR35 SANTARY SEWER PIPE Ire ; WITH MINIMUM 3 OF COVER. LENGTH=55.80 AND SLOPE=4.6% (MINIMUM 2% SLOPE). COORDINATE WITH PROPERTY OWNER ON REMOVAL AND 12 INSTALL CLEANOUT PER DRAWING NUMBER 500 AND 510. !�0•I - REPLACEMENT OF EXISTING FENCE 10 I- 13 INSTALL 4" PVC, ASTM D3034 SDR35 SANITARY SEWER PIPE F �Ep PROF WITH MINIMUM 3 OF COVER. LENGTH=55.81 AND SLOPE=4.6% GENE Ss�p 9 , f (MINIMUM 2% SLOPE). �'p ��f ��� 14 INSTALL CLEANOUT PER DRAWING NUMBERS 500 AND 510 AT A15 9PE THE END OF AN EXISTING LINE THAT IS MARKED WITH AN r�2113 75 ORANGE 2"X4" STUB. CONNECT NEW 4" SANITARY SEWER 0 EGON �I8 PIPE TO NEW CLEANOUT. RIMa216.01, EX 4" IE IN=213.01 �� v�N 21 �°'��/ SANITARY SEWER (ASSUMED), AND NEW 4" IE OUT=213.01. ��.4R o" EASEMENT 750 SF _ PROTECT EXISTING d R. SM 5 WHEEP HOLES NOTES: RENEWS: 06/30/2018 PROTECT EXISTING = _ �^ 8' 36TREE. 2 1. CONTRACTOR TO POTHOLE AND VERIFY ALL UTILITY TIE IN W 4 1 3 1 ELEVATIONS AND CROSSINGS. NOTIFY PROJECT ENGINEER OF RECEIVED ANY DISCREPANCIES PRIOR TO ORDERING STRUCTURES, PIPES, o a M AND ALL MATERIALS. o o JAN Q 3 Z01$ 2. ALL AC, CONCRETE, AND OTHER WASTE CONSTRUCTION NCD MATERIAL SHALL BE REMOVED FROM SITE AND DISPOSED OF r o CITY OF t IGARD AT APPROPRIATE LOCATION. N m PLANNING/ENGINEERING Z 3 5 w a) o Q O U C7 °' 0 c�G' �GIN�F' X0, a o 157,59PE �� • � an JR CON o Lai 211 MANHOLE STEPS SEE STD DRAWING NO. 100 NOTES: y; �p R SMS A-L PRE CAST ib'AN4HOLE SECTICJNS SHALL C0',.=0RM TO irE -�E:QUIREMENTS 0-- ASTW rF- 1.4 48" MINIMUM ---�I C;-478 ANO ADP._iCA3_L r'F2()4'ISIOf�iS Cr ♦ p RENEWS: 06/30/2018 STAB+DA.R, DRAWING NO- C-o � rgg �H W �*,Z Uj0 C/) 5" MINIMUM 8 W v o v S" MINIMUM -inkn SMOOTH FINISH CHANNEL TO ENCAPSULA TED _ ate. Z PIPEYr X3/4 VERTICAL HEIGHT OF PIPE. RUBBER GASKET _• � — — — — — — — — — '� W a�� j Fj"r„llrl. ,` • NON-SHRINKING GROUT t '^•` 4—CONSTRUCT CHANNEL AND - RAIN 12” SHELF IN FIELD PVC PIPE CONS TRUCT ' CHANNEL AND MIN V 12" SHFI-F IN FIELD 1"/FT SLOPE SANDED BELL---"// ELL 4 \, 12" MINIMUM OF -Y4"-0" FITTING COMPACTED BASE MATERIAL - PIPE 1.D. , •a • 7 48 PVC SANDED BELL —� 5" MINIMUM a 4 • + x 6" MIN SMOOTH FINISH CHANNEL TO 3/4 VERTICAL HEIGHT \ I R N uWi OF PIPE. KOR-N-BANG m °IPE STAINLESS INTERNAL •, O a • �► 6" MINIMUM OVERLAP- STFEI BA D W. �r r SMOOTH FINISH CHANNEL TO a 3/4 VERTICAL HEIGHT OF jj g ' CONSTRUCT CHANNEL AND INTF'RCF P I PIPE F • e MIN 12" SHELF IN FIF.I1) PIPE 8" MINIMUM CONCRETE .' 1'?" MINIMUM OF 3'a"-0" COMPAC IED BASE ROCK o FLEXIBLE N CONNECTOR U n k12" OF -1'4"-0" NOTES: COMPACTED BASE ROCK 1 ALL MAW,01 F SFC(IONS SI-Ail I CO\FORM -0 'ILRC}UI•;I:MF?.IS OF K 0R—N—S�AL UU F ASTM C 478 A',,D Ar'?_ICA=?,F PROVISIONS ')[' ;'ANDARD MA\4-0!+. L) DRAW,NC NO, O'C 0 At POURF_D I\ PLACE CONCRF IF SHA.I '­AVF. A 28 -)A" STRC\G-I- a OF 3000 PSi AND A SL',MP CF 7" TO 4" z z MANHOLE B ASE MANHOLE CONNECTIONS o Q H_ er vNiCleanWatSiCltServices REVISED '2-16 N I n DRA�P;�l� NO 10?,) 'i 1I_�i_� � ��— _ �i�•�1'4'•7��v .VO, 030 avt 0 N CV (V m w r Q m Z c7, U z 5 Q w m o a o v 0 $o p PRpF�.sCq 1 N EF �Q � 5759PE �� • � STANDARD 'MANIOLE FLAT TC-) W/RE INFORCEMEN T 58" DIA. OR r= 0 GO RUBBER GASKET F,A- TG? �� �"�/`/ 21' W/RFINFOIR(;_VtvT >1 R. _ Co RENEWS: 06/30/2018 boa #6 BAR AROUNDTS Dri OF O. CNINC 10" l# ?O�f- JID`.S ;l- ;)�'LLJN� TYP .•A@ A @b •• PX 25" 1001 6 DIAWNA; .� 1+1 #6 6" O C 90TI i WAYS — — — — 0 O W USO MATERIALS: NAOL Urn� NON-SHRINKING GROUT 48" Qmm ch s _ PI_AST'C: 10-3/4" V1.>>1 C;)NI 01<\A 'N,I f 1 .A;;ISA CONS TRUC f Qm 01o, CHANNEL AND MIN `n 12" 4%8. ',i EEL R=1P�F ChC.V`• 1?" SHFLF IN FIELDHA<- tvi N MIYA %� '3RAD_ (iU + 1"/FT SLOPE VE--Tih1,3 REUUIhEVI=N 1' (_`� L A' ")T'v1 A s; I N(,A1)'.,, A I L 5 Vv I I• INJ C 11(;I\. 1%I I)FF) PIPE "' UGr�:_�tt�= CiLYP;'CPYLENE C0P01 YMFR F'01_YPR0PYLENE PLASTIC W1 it i ♦d ea • 1,. js SMOOTH FINISH CHANNEL TO r 3/4 VERTICAL HEIGHT OF • ' 1/2" GRADE 60 REINFORCEMENT PIPE --, 6" MIN, NOTES: 12" MINIMUM OF 4"-Q�-r 1 A. 1 , " i1Al Cr1N Ok%A !i) }' COMPACTED BASE ROCK 5-3/4" -�. 111 F� -� JT ��^ ASik,► •. 1/8 f RUBBER CASKET LAT TOP NoIFS: TI(;f IT ave, :r/LY Ei,,IBEUDED. � A_L ..�•NT` A�fl R.;RP.FK CAS�<�IS SHAI t C^yi ORV '0 TI iC REOU REM=NTS Or a ' (OF' IIONAL) �• .5 AI__ :;Irl => Y;�I��I��. A h1.41`,liOI � a P�TM dJS ` `;f:Al I L31. b _ `.AVIL " 4. \LI 'v11VH(;;� ;Fi:'ION illnlL f:ONIORM �' DEM, _YF:., AND ;I_/E. F I� 64" DIA, 10 T11t REOUIRCME!v fS OF AS I M C 4/8 12" `Ill IX I\'i ')' (.N k/A l 1lf-L'I) N 25•• AHO \PPI ICA31 r PHG'd")10',.S OF STANDARD .- MA.\110LE, SE= S`U DRAWN; NO 010 � IS o - - < P P` 4'f QJ HE ON H Al (OP MAN-40:FS i)? AI)I)1 8.• a• a a „FFf'f R T-AN Ori" �i2')M �1\'5HEO "'PAUE 10 e'. c- r- �. TYP `� a I E ( ' �i IAL_ _'E E�(-)X.E_) N -i�_E` -- — — — — — — — • T•I_'- AR" F:�Fi Of W I , • AND DFBF;S. ' f'OXY () V1 I- 1'• 48" (a — A5 .LI C881) a / I O RUBBER GASKET o - 3-3/8' FOR PLASTIC a SAFETY STEP / 0 a U i MANHOLE H OLE STEP FLAT TOP MANHOLE o Q F- CleanWateer Services C1eanWater Services � W 0 O N �-<AWiNS NO. '00 REVISED 12-16 0) DRAWING NO 050 REvsEo .2—�� r• � o N N / N m W >_ z O z Y z 3 U Z L5 5ft a w m o x o v o C-4o- PRO,c-FSS Al �C9 GINE- �D,L 4 °�o �15759PE� • LI Its WATERTIGHT MANHOLE RING COOO EGON,� 3,79" 0 3.79„ � -9�, 21 W o >� 'SM\��, A A • � a� R. O FRAME WILL BE ATTACHED TO THE 067 MANHOLE TOP/ CONE SECTION BY USING A 1143RENEWS: 06/30/2018 "RED HEAD" ANCHOR (OR EQUAL) THAT IS A MIN 1-1/4" O.D. W/S. STEEL WASHER H �0 Q 3/32" THICK. IF GRADE RINGS NEED TO BE INSTALLED, A HOLE WILL BE CORED h+-1� p� THROUGH THE RING SO THE BOLT CAN BE C o . ` , 1 ATTACHED TO TOP SECTION IL) v�o © A Cl n 2fi� INTEGRATED GASKET ON ——-r— SRA 11.N-:�E B_v:,K0UT -- - G SCh=D�JLE 40 * : -• /n B^ rl\t COVER FRAME 4.125" ®Q� 24 1/4- LTJ L/ a 37' SEE BOLT BOLT—DOWN SECTION A—A DOWN DETAIL DETAIL T NOTES: COti'�OS TE :4'ATERTIGrT/-AMPER PROOF MA\HC_E FRAME AVD CCVER SI-IAL_ 3E 1,,S_ I\ .A_L EASEMENT AND OFF STREET AREAS. 2 -HE Y!ATE?TIGFT 1r'ANi -OL= COVER FRAME S-AL_ BE GWI 2600 CCVPCSI-E -RAME A,,D COVER MANI.=ACTURED EY -IT._S I\',:STR A� GROIN, NC. OR TS EQUAL �O1%PAC-=D SUBS RASE TES. _ �..� NO3 I-_ LOCK NG MECHAI-4ISV SHAD_ BE A T'+`hS-LI MA\U=AC-UR:D 3" T.-LS I\DUSTRIAL GRO-P, INC OR TS EO_AL NOTES:C 4 `E TW Si-:F-s COMPOS 7 ACCESS COVER _JCK, S DES,GNED AS A SECURI-Y BO-T R=J„IR.NC A SPEC AL TOO- TC J'ERA-E � E.XPA\S C\. �O!NTS.- -L-E CJARTER T;,rR\ 3C_T .AND _IFT T-E COVER '7ROM THE =RAME - FUNCT DNS W,T-i El-HER -H_ STANDARD CAM _CCK QUARTER TURN PADDLE, OR -NI EXTENCED 'SDRC-+ARGE' PADC_E 3 1) A TO BE FRCVID-I;: � � A. EACH PO 1-4T OF T.ANGE CY 0- T-;E CJRB- 5 T-E 30L_ S-ALL PE &�ACHIN=C =ROM 3' S- EEL STAIN-ESS SEE 2) AT Each CO_C �OI�- °1 6 T-E 3OL- F'A-UR=S A DOMED HEAD �MTH 3 _Q[,A__Y SPACED 'J' S_O_S K„NN'NG HCRiZONTAL_Y ARO,-\D T-iE BCL" 1--EAD 17 3 j AT EACH S!DE OF II`,L=- STR'!_CTI_R=S 4} AT EACH END O= DRIVE','VAYS. STANDARD 3OL_ SIZES ARE '4 MM COARSE THREAD WITH A F-AT MACHN=C O\ TV,'O SIDES TO ENGAGE =ADC_E d nn -. - -. n n T 1 AT LCCAT IS \__-n�'ESSA-tY TC L;\,ilC 43 FEET S�A.� \ 3 a 3 Tr' E ?ADC_E IS DI= CAST FROM 304 S"A\LESS S`EEL ANC A-SO AVA_ABLE IN 30T=- S"ANCARJ CAM LOCK DESIGN, CR n EXTE\DED S ?ChArtGE CON=.GURATIOtJ 2 -RA VERSE =XPANS ON KrA-FR!:ti- TO 3- F MCLDED N.2'\-=XTR;,DED 1JATER'.AL Wl H A �b11\Rlt<.�IUV -H. :KNESS CF ;2".ANC SHA_L COVER ESI IiRE CROSS 9 THE BOLT AND PADDLE" vv'IL_ 3E ASSEVr_ED ' S1\;, Trac STAINLESS STEEL ',4 MM NUT'S, ThE a0-TDIJ NUT IS %> STA\CARD NJT -HA- Vdl_L 3E TORQ_E TC 35 rT LBS TC G VE T-IE DESIRED TENSION ON THE 3OLT A SECOND NYLOCK"I _OCK NU" 1S SEC ION Or CO\.CRE -SED AS A AlM ':�', AND TORQUE TO 90 =T -as S-AW_ESS S_EE_ 'NAS"ERS ARE -jS=D TO PROVIDE CO\S STE\T TjRN,NG N RES S­A\CE 3 T AVEASE CONTRACT C\i :O V-S TO BE SP;L' `:OT P,rORE Tt-.A�i '5 =*FET APART 3 VV T-- A _')EPTh OF AT LAST :�\- -OURTH O- T 1_ C'�OSS SECT OI\A-_ A-trA 0 A 5/'6 STA,NLESS STEEL SE- SCREW. SE- IN A THREADED HCLE IN TnE COVER PRCVIDES FOR A S-OP AT %. TURN C� OPER ATON a 1­0\CR_T= 8 -.4r<i\� S-RE\iGTH TO K 3:,00 °SI. AFT=R 28 DAYS 11. _L-E BCLT ,MILL BE OPERA.-ED 3Y V_A.\S OF A SPECIALLY MAD_ OPENING �CEY CONSISTNG OF .a. SPECIA_ SOCKET ATTAC-ED L) n _,+. �T `0 A 'T' HANC_E .,SED TC BCTH -URN T-E BCL AND LCT OUT T-_ COVER SRA: J�,GE .A�r=SS T-= -' Ntv,; C'1,;RBS S-lA-_ :E DLACED A WN 0 2 E� AND MAX. OF 3 FEET FRCD/ i DRCPEP,TY -i\ES (SEC NOTE STC DETAI_ \O. 126 12 ONE SE- OF REPLA.CEViENT OPENING KEYS WILL BE PROVIDED TO C_EAN '*ATE.R SERV-CES AT -I).1_ OF INSTA_LATION S r n -3 T-iE 30L- HEAD IS PRO-ECTEC BY .A WEA-HER RESISTAN- PLAST C DEBRIS CAP T-iE CA-"' IS INCLDED WI-F- EACH -OCK o FOR SuEEDIVISiONS \I "S" FO? SAN TA:iy AND A L' FOR STORM DRA.N SHALL BE STAVr-ED O\; THE TOD Or THE C�,RB AECVE THE LATERAL '4 SEE LCCAL -URISDICTiON REO.:IREVENTS FCR ,;SE IN TRAFFIC .AREAS (:t'I cel t iG\Rn �pR°�'er. NO SCALE a OREGONz MICHAEL A. 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