The URL can be used to link to this page

Home My WebLink AboutSWP2702831.1w V N Q 0 [V d' U LL.1 7) N0 Of n LLJ ZZC L Ld w Q J J Q nI Q W Z Z ::) ry (/) 0 Q W iY z INDEX OF DRAWINGS SHEET NO. DESCRIPTION 1 2 VICINITY MAP & TITLE SHEET PLAN AND PROFILE SHEET 1 o rramT, 3 PLAN AND PROFILE SHEET 2 V 4 TYPICAL DETAILS 1 5 TYPICAL DETAILS C L DE L S 2 m C STORMWATER DRAINAGE NOTES C C ° a 1) A copy of these approved plans must be on the job site whenever construction is in progress. 2) In unimproved areas, manhole to extend minimum 6 inch and maximum 18 inch above finished grade. In paved area, cover must slope in oil directions to match paving. 3) All construction shall be in accordance with the 1996 edition of the "Standard Specifications for Road, Bridge and Municipal Construction" prepared by WSDOT. and the American Public Works Association (APWA), six a as amended by the City of Renton and the special provisions for this project. 4) The Contractor shall be responsible for providing adequate safeguard, safety devices, protective equipment, floggers, and any other needed actions to protect the life, health, and safety of the public, and to property in connection with the performance of work covered by the contract. Any work within p W ,protect the traveled right-of-woy that may interrupt normal traffic flow shall require on approved traffic control pion by the Transportation Division. All sections of the WSDOT Standard Specifications 1-07.23, X y Z 6 Traffic Control, shall apply, Z' . It i PROJECT CONTROL NOTES Sunnydole downstream bosemopping job no. 10-00050-20 3130100 Survey notes: i q v_; 3 Horizontal Datum: City of Renton NAVO 1983/91 feet coordinates per City of Renton control aW z 0 am a Washington State Plane - north zone recovered stations on 3113100 Sto. no. 6077. found a 2" brass disc w/ punch on a 4" X 4" concrete monument in case in the center of the Cedor River Trail approximately 350 feet west of the intersection of SR 169 and 131st Ave. SE. a a- Northing: 174777.603' Eosting: 1311148.764' Elevation. 81.420' IL Q Sto, no. 2678: found a 2" brass surface disc on the concrete deck over the fish ladder on the w Cedor River Trail, 1100 feet west of sto. no. 2677. o Northing: 175326.054' Eosting: 1310176.998' Elevation: 75.092' Sto. no. 1897: found a 1/8" dio. pin in concrete monument in case approximately 150' SE of the m intersection of SE 5th St. and Newport Ave. SE on the centerline of SE 5th St. and lying 29' NE'ly of the corner and on the extension of a 6' wooden fenceline. Northing: 176649.207 Eosting: 1309351.192 Vertical Datum: City of Renton NAVO 1988 feet Recovered benchmark sto. no. 1520 on 3113100 Description. found a hub and tack in a monument case approximately 100 feet NE of the intersection of SE 5th St, and Mople Valley Highway. Elevation: 62.562' Recovered benchmark sto. no. 2678 (see description above in horizontal datum) 0 Elevation: 75.092' v_5 UJ Set Temporary Benchmark (TBM) THM 2992-19-: Set hub & tack 25' south of 18" CMP storm outfoll pipe. Elevation: 107.65' TBM 2992-19-2: Set R.R. Spike in face of 21" dio. mople approximately 40' east of TBM 2992-19-1. Elevation: 117.82' TBM 2992-21-1: Set P,K, noil and shiner in oshpholt pavement on west side of Modrono Drive just north of grovel access rood to Sunnydole M.H.P. south storm detention pond, EL E VA T►ON: 315. 30' z This project is located in the N1/2 of the SE1/4 of sec. 16, T. 23 N., R. 5 E., W.M. wtl�J •2� -2 j CITY OF RENTON, WASHINGTON CONSTRUCTION NOTES 1) Contractor is responsible for providing stormwoter bypass system for existing drainage during construction when existing 18 CMP is token out of service for construction of new HDPE pipe. Bypass must be approved by the Engineer, 2) Contractor shall take precautions while working in vicinity of the gas pipeline crossing, 3) Suggested Construction sequence: The Construction Sequence outlined below is intended to demonstrate a possible general course of action. The contractor shall review and, if desired, develop alternatives suitable to their operation, 1. Locate oil existing utilities, 2. Identify vegetation to be removed and install high visibility fencing in accordance with Special Provision 2-01. 3. Install temporary silt fence, check dom, and temporary stream bypass system at the outlet structure. Install temporary silt fence at rock buttress. 4. Excavate and install outlet structure and adjacent riprop pod. 5. Fuse HOPE pipe and install along approximate alignment. 6. Install pipe bypass system at top of project and transfer flows from existing pipe. 7. Excavate trenches for pipe, dismantling the existing rock buttress and fence as needed. The transfer of flow from the existing system to new pipe shall occur when no rain is forcost within the next 24 hours. 8. Remove the trenched section of the existing pipe, including the existing catch basin nearest to the gas pipelines. Install CDF over gas pipeline. 9. Place the HDPE pipe in the final alignment. Connect pipe to structures. 10. Bockfil► the pipe. Reconstruct the rock buttress. Remove stream and bypass system. 11. Install lateral pipe anchors. 12. Remove the remaining existing pipe and catch basin, 13. Reconstruct the chain link fence as necessary. Restore oil property at the east end of the project. Apply seed, fertilizer, and mulch to oil disturbed areas. 14, Remove temporary erosion control measures, including temporary silt fences and accumulated sediment, after vegetation has been established and accepted by the Engineer, EROSION CONTROL NOTES 1) All limits of clearing and areas of vegetation preservation as prescribed on the pion shall be clearly flogged in the field and observed during construction, 2) All required sedimentation/erosion control facilities must be constructed and in operation prior to iand clearing and/or Other construction to insure that sediment laden water does not enter the natural drainage system. All erosion and sediment facilities shall be maintained in a satisfactory condition until such time that clearing and/or construction is completed and potential for on -site erosion has passed. The implementation, maintenance, replacement and additions to erosion/sedimentation control systems shall be the responsibility of the contractor, 3) The erosion and sedimentation control systems depicted on these pion sheets ore intended to be minimum requirements to meet anticipated site conditions. As construction progresses and unexpected or seasonal conditions dictate, the contractor sholi anticipate that more erosion and sedimentation control facilities will be necessary to insure compete siltation control on the proposed site. During the course of construction, it shall be the obligation and responsibility of the contractor to address any new conditions that may be created by his activities and to provide additional facilities, over and above minimum requirements, as may be needed to protect adjacent properties and water quality of the receiving drainage system. 4) During the time period of November 1 through March 31, oil project disturbed soil areas greater than 5,000 square feet, that ore to be left unworked for more than twelve (12) hours, shall be covered by much, sodding, or plastic covering, 5) in any area which has been stripped of vegetation and where no further work is anticipated for a period of 30 days or more, oil disturbed areas must be immediately stabilized with mulching, gross planting or other approved erosion control treatment applicable to the time of year in question. Gross seeding alone will be acceptable only during the months of April through September inclusive, Hydroseeding may proceed, however, whenever it is in the interest of the contractor, but must be augmented with mulching, netting, or other treatment approved by the City of Renton, outside the specified time period. 6) Issuance of the Building or Construction Permit by the City of Renton does not relieve the contractor of the continuing legal obligation and/or liability connected with storm water disposition. Further, the City of Renton does not accept any obligation for the proper functioning and maintenance of the system provided during construction, 7) The contractor shall make every effort to remove only those trees and vegetation necessary to construct the pipeline. VICINITY MAP = NE 18T ST OLyKj < iiElvT� ME I ST O de4 �►SErNE IOTH S, SE a R9 ~j W I `Q ST = N PH ST TON z g <i HE ST ICIPA _ _ PORT 1 _ l� � = N 6TN ST W W� Xn N ITN ST y NE •TN ST \7 SE 128TN ST 3RD' ST MY + W 2M ST �.��/ SUNNYDALE " �. , N MOBILE 14ME � !RD ST v P1 tun t a STN ST 47JITH ST (may}f SE 142ND ST ST ie s ."' a < y?7TN CT S7 � �rm SE sG TH S �PrWEC LO ATION ST R E N T O N GSDA R 'Y�R�BRN w zi P"y j aq S ei o 1 a r + LEGEND EXISTING NEW CATCH BASIN / CONTROL STRUCTURE SANITARY SEWER MANHOLE WA TER LINE STORMDRAIN LINE � SANITARY SEWER LINE., POLE FM RIPRAPR OVAL rye ry PROPOSED 0 — W — SD — SS -0- mash,! cS� SHEE TS 1 THRU 5 OF e THESE PLANS SHALL� BE DEEMED APPROVED _ CALLHOURS BY THE SIGNATURE AND 1 I €{ - ' BEFORE SEAL ON THIS SHEET,/ST4'�+ 1648 �� 'd�►�2B£i4 i YOU DIG p��s ONAL� �� /l a��ss OMA V1 G`�� MIRES xxPIRSB E N T R A N C 0 UTILITY ONE CALL W W W. ENT R A N C O. COM 1 —800-424-5555--- OLYMPIC PIPELINE D 2 8 3 1 0 1 1-800-664-6661