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MEP2007-00046 - MEP Permit / Conditions - 7/2/2007
yoN_STA MASON COUNTY o P A o N DEPARTMENT OF COMMUNITY DEVELOPMENT oN E Planning Division T N Y o~ P O Box 279, Shelton, WA 98584 1864 (360)427-9670 MASON ENVIRONMENTAL PERMIT July 02, 2007 CITY OF SHELTON (DENNIS MCDONAL- 'r 525 E COTA ST SHELTON WA 98584 Parcel No.: 420024400010 Issued: 7/2/2007 Case No.: MEP2007-00046 Project Description: The proposal is for the construction of 2 new pipelines in a Critical Aquifer Recharge Area as part of the Shelton Regional Water and Wastewater System. The pipelines will convey wastewater and reclaimed water between the Washington Corrections Center, the Washington State Patrol Academy, and the proposed Shelton Water Reclamation Plant. The following critical areas are present on this property: Long-Term Commercial Forest FWHCA Ch. 17.10.060; Ch. 17.01.110; Mineral Resource Lands Frequently Flooded Areas Ch. 17.01.066; Ch. 17.01.090; Inholding Lands Landslide Hazard Areas Ch. 17.01.062; Ch. 17.01.100; Wetlands Seismic Hazard Areas Ch. 17.01.070; Ch. 17.01.102; X Critical Aquifer Recharge Erosion Hazard Areas Ch. 17.01.080; Ch. 17.01.104. This permit, with conditions, is granted pursuant to the Mason County Resource Ordinance (Chapter 17.01 MCC.) Nothing in this permit shall excuse the applicant from compliance with any other federal, state, or local statutes, ordinances, or regulations applicable to this project. This permit may be rescinded if the permitee fails to complete the project as proposed or fails to comply with the standards of this ordinance. 7 --Z - ° 7 Authorized Local Government Official Date Mason Environmental Permit 7/2/2007 Case No.: MEP2007-00046 Conditions: 1.) Water quality is not to be degraded to the detriment of the aquatic environment as a result of this project. X 2.) Residential developers and individuals shall be required to control erosion during construction. Removal of vegetation should be minimized and any areas disturbed should be restored to prevent erosion and other environmental impacts. X 3.) Applicant acknowledges that this proposal will be designed in such a manner to avoid impact to Mason County Critical Areas and their buffers. X 4.) The applicant shall implement Best Management Practices (BMP), implement the Washington State Department of Ecology's Storm Water, Water Quality, Hazardous Waste, Wetland, and Solid Waste Program BMP and BMP from the Departments of Health, Agriculture, Transportation, and State Conservation District Office. X 5.) Notification of Aquifer Recharge shall be recorded with the Mason County Auditor's Office prior to permit approval. X 6.) Provide a written agreement to the County providing that all employees at the site will be notified that the operation lies above an aquifer recharge area and providing annual training regarding all measures set forth by the BMP extablished in the above condition. X 7/2/2007 Page 3 of 3 MEP2007-00046 t.ON CO°� MASON COUNTY � ap Shelton (360) 427-9670 DEPARTMENT OF COMMUNITY DEVELOPMENT Belfair (360) 275-4467 Planning Mason County Bldg. 1 411 N.5th Elma (360) 482-5269 P.O.Box 279 Shelton,WA 98584 1854 July 2, 2007 Dennis McDonald City of Shelton 525 E. Cota Street Shelton, WA 98584 Dear Mr. McDonald, A copy of the Mason Environmental Permit with conditions is enclosed. Please sign attached conditions and return the entire original signed copy to: a Mason County Planning Department Attn: Tammi Clark PO Box 279 Shelton, WA 98584 A copy is included for your records. Permit is not valid until conditions are signed and received by the County. Thank you. Sincerely, Tammi Clark Mason County DCD (360) 427-9670 x295 ta=Ic a,co.mason.wa.Us 5/10/2007 Tammi Clark -TEXT htm Page 1 f - Tammi - The following is the information that I believe Dennis was referring to regarding site investigations along the pipeline route. When we had a wetlands biologist (Dan Ufnar, Pacific Rim Soil and Water) out to evaluate the treatment plant site immediately south of the Port, Dennis and Mr. Ufnar also drove the pipeline alignment out to WCC. There was one area in particular where there was some question about whether the area adjacent to SR-102 would be classified as a wetland. An email from Dan Ufnar describing this site visit follows. Based on his cursory reconnaisance, he states that it did not appear that this area would be classified as a wetland. His description of the area is included in his email. I have attached a couple of drawings that show the area described (starts about 1200 feet east of the generator along SR-102 and extends about 600 feet farther east). Dennis will return next week, please let me know if you have any questions I can answer before he gets back. Jeff Jeff Morgan, P.E. Parametrix, Inc. P.O. Box 460/1231 Fryar Ave. Sumner WA 98390 (253) 863-5128 x. 163 Fax (253) 863-0946 imorgan(a)parametrix.com >>> "Dan Ufnar" <dufnar@tss.net> 3/19/2007 8:31:46 AM >>> Jeff, I apologize for not getting back to you sooner about that secondary site visit I made with Dennis and Jason on February 151h, 2007 at the location off of State Highway 102. 1 did not view this site visit as part of a formal investigation, but more of a cursory reconnaissance. However, from what I saw on site, there was no indication of a wetland or stream within 100 feet of the road. i Dennis wanted to look at the area at the bottom of the hillslope, adjacent to the side of the road (on the south side of 102). This toeslope had been left un-harvested, while the hillslope between the toeslope and the road surface had been recently clear-cut. He. wanted to make sure that the toeslope was not part of a stream and/or wetland system. (5/10/2007)Tammi Clark-TEXT.htm Page 2 Upon field review, we determined that the soils within the toeslope position would not be considered hydric—color chromas were 3 or greater within the upper 18 inches (a hydric soil must have chromas of 2 or less to be considered hydric). In addition, from what I remember, the vegetation community was marginal at best as far as wetland status (species were FAC to FACU in indicator status—i.e. borderline wetland). In addition, there was no defined stream channel and water was not flowing across the surface during this site visit. So this portion of the toeslope would not be considered a stream. However, it did appear that this landscape position was at the head of a drainage basin. The toeslope was a natural collection point from water draining from the hillslope to the north (adjacent to the road) and from areas to the south. I would expect a stream channel to form, at some point, further down stream. However, this would more than likely be outside of any potential buffer (> 300 feet)from the road surface. Based on discussions with Dennis and Jason, any work that will be done, will be conducted in the road right-of-way, which would also be outside of any potential buffer. I hope this brief discussion is sufficient for your files. As mentioned, this synopsis should not be considered part of a formal critical area review, but only as a reconnaissance for planning purposes. If you have any further questions, please contact our office. Dan Ufnar Pacific Rim Soil &Water, INC Daniel R. Ufnar SSSA CPSS No. 32300 1220 Fourth Avenue East Olympia WA 98506 Voice: (360) 236-1899 Fax: (360) 236-7813 dufnar(a).tss.net r Department of Public Works - Engineering 525 W.Cota St. • Shelton WA 98584 • PHONE 360 426-9731 • FAX 360 426-7746 IN ••s:w:an GE c- m :y 1 1 T()rETIfER" December 26, 2007 TO BE KEPT IN THE 4.206,2- 0 _000/0 PARCEL FILE Ms. Tammi Clark RECEIVED Mason County- Community Development DEC 2 4 2007 426 W Cedar, Building III Shelton, WA 98584 .MASON COUNTY. Project: City of Shelton—Regional Water&Wastewater System Conveyance and Reclaimed Water Pipelines Project COPIES DESCRIPTION 1 Complete Project Specification book(October 2007) 1 Complete Project Drawings (October 2007) Pape & Sons Construction, Inc. has been selected to do this project contractor and plan to start construction in February 2008. Let me know if you have any questions. I can be reached at(360) 432-5167 email: Dennis ci.shelton.wa.us Thank you. VSinc rely Dennis cD nald Regional Projects Manager Enclosure HARegional Plan\1-Satellite\Construction\Pipelines\Transmittal_PlanSpecs_MasonCty12-26-07.doc cc: SWRP-Pipes Project File t STgTFo� MASON COUNTY Ao N DEPARTMENT OF COMMUNITY DEVELOPMENT o N Z Planning Division 7 N Y y P O Box 279, Shelton, WA 98584 0`' 0 1864 (360)427-9670 MASON ENVIRONMENTAL PERMIT July 02, 2007 CITY OF SHELTON (DENNIS MCDONAI-i- 525 E COTA ST SHELTON WA 98584 Parcel No.: 420024400010 Issued: 7/2/2007 Case No.: MEP2007-00046 Project Description: The proposal is for the construction of 2 new pipelines in a Critical Aquifer Recharge Area as part of the Shelton Regional Water and Wastewater System. The pipelines will convey wastewater and reclaimed water between the Washington Corrections Center, the Washington State Patrol Academy, and the proposed Shelton Water Reclamation Plant. I' The following critical areas are present on this property: Long-Term Commercial Forest FWHCA Ch. 17.10.060; Ch. 17.01.110; Mineral Resource Lands Frequently Flooded Areas Ch. 17.01.066; Ch. 17.01.090; Inholding Lands Landslide Hazard Areas Ch. 17.01.062; Ch. 17.01.100; Wetlands Seismic Hazard Areas Ch. 17.01.070; Ch. 17.01.102; X Critical Aquifer Recharge Erosion Hazard Areas Ch. 17.01.080; Ch. 17.01.104. This permit, with conditions, is granted pursuant to the Mason County Resource Ordinance (Chapter 17.01 MCC.) Nothing in this permit shall excuse the applicant from compliance with any other federal, state, or local statutes, ordinances, or regulations applicable to this project. This permit may be rescinded if the permitee fails to complete the project as proposed or fails to comply with the standards of this ordinance. 1�� 7 -Z- 0 7 Authorized Local Government Official Date ry Mason Environmental Permit 7/2/2007 Case No.: MEP2007-00046 Conditions: 1.) Water quality is not o a d d to etriment of the aquatic environment as a result of this project.X 2.) Residential developers nd individuals sh II be required to control erosion during construction. Removal of vegetation should be minimized and any areas disturbed should be res re to prev nt and other environmental impacts. X 3.) Applica c nowledges that this proposal will be designed in such a manner to avoid impa t n C my Cr' ' I Areas and their buffers. X 4.) The app nt shall implemerft Best Management Practices (BMP), implement the Washington State Department of Ecology's Storm Water, Water Quality, Hazardous Waste, Wetland, and Solid Waste Program BMP and BMP from the Departments of He:��ure, =sporta.Vnd State Conservation District Office. X 5.) Notificatio quifer Recharge h N bare rded ith the n County Auditor's Office prior to permit approval. X 6.) Provide a written agreement to the y providing that alr employees at the site will be notified that the operation lies above an aquifer recharge area and providing annual train' g regarding all asures forth by the BMP extablished in the above condition. X 7/2/2007 Page 3 of 3 MEP2007-00046 o'Shif` Department of Public Works — Engineering 525 W. Cota St. • Shelton,WA 98584 • PHONE(360)426-9731 • FAX(360)426-7746 "BWWing A ShaW,C—muwv TOGETHER' RECEIVED July 5, 2007 J U L - 9 2007 Mason County Planning Department MCCD - PLANNING Attn: Tammi Clark PO Box 279 Shelton, WA 98584 Subject: Mason Environmental Permit with Conditions Case No.: MEP2007-00-46 COPIES DATE DESCRIPTION 1 July 2, 2007 Mason Environmental Permit- Conditions agreed by signature of City of Shelton representative Thank you, Let me know if I can be of further assistance. Thank you Sincerely, Dennis P. McDonald Regional Project Manager cc: SWRP pipelines file HAMcDonaldlaTransmittal FORM.doc I PERMIT NO.: DATE RECEIVED: MASON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT RESOURCE 5T Street RH ORDINANCE P O. Box 279, Shelton,ter lWA1 M584 ) TO BE KEPT IN THE PARCEL FILE ENVIRONMENTAL PERMIT APPLICATION MASON ENVIRONMENTAL PERMIT P/ CONDITIONAL USE ❑ The purpose of the Resource Ordinance is to protect Mason County's natural resource lands and critical areas and is under the authority of Chapters 36.32, 36.70A, 39.34, 58.17, 76.09, 84.33, 84.34 and 90.58 RCW. PLEASE PRINT 1. Owner: City of Shelton (Attn: Dennis McDonald) Owner Mailing Address: 525 West Cota Street Site Address: 10891 U.S. Highway 101 City: Shelton State: WA Zip: 98584 City: Shelton State WA Zip: 98584 Lien/Title Holder N/A Phone: Daytime( 360 ) 431-5167 Address: Fire District#: 11 City: State: Zip: Signature: q1X1,2'v7 2. Parcel Number: See Attached. Legal description: See attached for legal description Parcel Size: of easements secured across Port of Shelton. 2CO2- ! L4 1 3. D-irections to site: U.S. Highway 101 north to 10891 U.S. Highway 101. From there, pipelines extend across Port of Shelton to SR 102 and then west on public(WSDOT)right-of-way to the Washington Corrections Center. State what sections require a permit: In-Holding Lands,Chapter 17.01.062 ❑ 4' Long-Term Commercial Forest,Chapter 17.10.060 ❑ Wetlands, Chapter 17.01.070 ❑ Mineral Resource Lands,Chapter 17.01.066 ❑ Frequently Flooded Areas,Chapter 17.01.090 ❑ Aquifer Recharge Areas, Chapter 17.01.080 ✓0 Landslide Hazard Areas, Chapter 17.01.100 ❑ Erosion Hazard Areas,Chapter 17.01.104 ❑ Seismic Hazard Areas, Chapter 17.01.102 ❑ Fish and Wildlife Habitat Conservation Areas,Chapter 17.01.110 ❑ 5. Identify current use of property with existing improvements: Property where pipelines will be installed is public right-of-way and Port of Shelton property. Port of Shelton property is unimproved except for paved roadways and existing utilities, including power,gas, and water. 6. Identify and describe the proposed project,including the type of materials to be used, construction methods, principle dimensions and other pertinent information(Attach additional sheets if needed): See attached. 7. Will there be an alteration of a wetland and/or wetland vegetation area? Yes ❑ No ❑✓ 8. Any water on or adjacent to property: None Saltwater ❑ Lake ❑ River ❑ Pond ❑ Wetland 0 Seasonal Runoff ❑ Other 9. If septic is located on project site,include records. N/A Connect to septic? ❑ Community Septic? ❑ Public Water Supply? ❑ Well? ❑ 10. Type of Job: New p✓ Add ❑ Alt ❑ Repair ❑ Demolition ❑ Other This permit is granted pursuant to the Resource Ordinance (Chapter 17.01 MCC)and nothing in this permit shall excuse the applicant from compliance with any other federal, state, or local statutes, ordinances, or regulations applicable to this project, but not inconsistent with the Resource Ordinance. The permit may be rescinded pursuant to the event the permittee fails to comply with the conditions of this ordinance. MASON ENVIRONMENTAL PERMIT: $560:00/$335.00(with another permit) MASON CONDITIONAL USE ENVIR.PERMIT: $1,350.00 HABITAT MANAGEMENT PLAN: $395.00 IAPLANNINGWMENVIRONMENTAL REVISED 01-16-07 Show the following on the site plan Lot Dimensions Flood Zones Existing Structures Fences Water Lines Driveways Drainage Plans Shorelines Septic System Topography Indicate Directional by(N,S,E,W,etc.) Proposed Improvements Easements In relation to plot plan Name if Flanking Street APPLICANT TO DRAW SITE PLAN BELOW: See enclosed draft Contract Documents. APPLICANT TO DRAW TOPOGRAPHY BELOW: See enclosed draft Contract Documents. MASON COUNTY RESOURCE ORDINANCE July 2003 Publication cost is the responsibility of the applicant. Final permit processing will not occur until advertising fees have been paid to the newspaper by the applicant. The Shelton-Mason County Journal will bill the applicant directly. I /WE understand that I /WE must sign and date the attached acknowledgment indicating and that I / WE understand that is MY/ OUR responsibility. I /WE must submit the signed page as part of application in order for it to be considered as complete. oc n 42,�P7 DATE CTY OWNER APPLICAN Mason CountyEnvironmental Permit Application Responses 2. Parcel Numbers: The proposed pipelines will be constructed on Port of Shelton property and in WSDOT right-of-way in the following parcels: U bA 420120060000—Port of Shelton U�A 420110060000—Port of Shelton M(,A 420044 00010—Adjacent to Port of Shelton, owned by North One Investment AAssociation,Tacoma WA U"420020062000—Port of Shelton U&A 420020060010—Mason County Right-of-Way -r;&e- 420030060000—Mason County Right-of-Way T5c 420040060010—Mason County Right-of-Way T5(-420090060010—Mason County Right-of-Way Legal Description: SR-102 alignment is along WSDOT public right-of-way. The legal description for the easement that has been secured across the Port of Shelton is attached. 6. The proposed project consists of the construction of two new pipelines as part of the Shelton Regional Water and Wastewater System: 1. Sanitary Sewer: Approximately 9,200 feet of 10-inch sanitary sewer force main will be constructed from WCC to a point near the Washington State Patrol Academy along SR-102. From this point, approximately 11,970 feet of 15-inch and 18-inch gravity sewer will be constructed to convey sewage to the new Shelton Water Reclamation Plant(WRP). Gravity sewer will be constructed in SR-102 right-of-way and across the Port of Shelton, as shown on the enclosed drawings. 2. Reclaimed Water Pipeline: Approximately 23,500 feet of 12-inch reclaimed water transmission main will be constructed from the WRP to WCC. Connections for reclaimed water will be provided for future beneficial uses at the WSP Academy and WCC and a third connection will be made at the existing WCC sprayfield. When the WRP is placed into service, the sprayfield will be used to implement land application of Class A reclaimed water for groundwater recharge, and the existing discharge of treated effluent from the WCC treatment plant will be eliminated. EASEMENT DESCRIPTION ACROSS PORT OF SHELTON A 25.00 FEET WIDE EASEMENT OVER A PORTION OF THE SOUTHEAST QUARTER OF SECTION 2, THE NORTHEAST QUARTER OF SECTION 11 AND THE WEST HALF OF SECTION 12, ALL OF TOWNSHIP 20 NORTH, RANGE 4 WEST, WILLAMETTE MERIDIAN, MASON COUNTY, WASHINGTON, THE CENTERLINE BEING DESCRIBED AS FOLLOWS: COMMENCING AT THE EAST QUARTER CORNER OF SECTION 2, TOWNSHIP 20 NORTH, RANGE 4 WEST, WILLAMETTE MERIDIAN; THENCE ALONG EAST-WEST CENTERLINE OF SAID SECTION 2, NORTH 87°23'12"WEST, 1709.94 FEET, MORE OR LESS, TO THE INTERSECTION OF THE NORTH RIGHT-OF-WAY MARGIN OF STATE ROUTE 102 WITH A LINE 42.50 FEET DISTANT FROM THE CENTERLINE OF EXTENSION ROAD AS MONUMENTED AND SHOWN ON PORT OF SHELTON MAPS; THENCE PARALLEL WITH SAID EXTENSION ROAD AND 42.5 FEET DISTANT EASTERLY, SOUTH 02049'44"WEST, 60.00 FEET TO A POINT ON THE SOUTH RIGHT-OF-WAY MARGIN OF STATE ROUTE 102 AND THE TRUE POINT OF BEGINNING OF SAID CENTERLINE; THENCE CONTINUING PARALLEL AND 42.50 FEET DISTANT EASTERLY THE FOLLOWING COURSES: SOUTH 02049'44"WEST, 175.46 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 507.50 FEET; THENCE ALONG SAID CURVE AN ARC DISTANCE OF 343.10 FEET THROUGH A CENTRAL ANGLE OF 38044'08" SOUTH 35054'24" EAST, 33.24 FEET TO THE BEGINNING OF A CURVE OF THE RIGHT HAVING A RADIUS OF 592.50 FEET; THENCE ALONG SAID CURVE AN ARC DISTANCE OF 502.71 FEET THROUGH A CENTRAL ANGLE OF 48036'48"; SOUTH 12042'24"WEST, 1205.10 FEET TO A POINT 42.50 FEET SOUTHERLY OF THE CENTERLINE OF SANDERSON WAY; THENCE PARALLEL WITH SANDERSON WAY AND 42.50 FEET DISTANT SOUTHERLY, SOUTH 77019'27" EAST, 625.25 FEET TO A LINE 42.50 FEET SOUTHWESTERLY OF THE CENTERLINE OF ENTERPRISE ROAD; THENCE PARALLEL WITH SAID ENTERPRISE CENTERLINE AND 42.50 FEET DISTANT SOUTHWESTERLY, SOUTH 23007'27" EAST, 195.79 FEET TO A POINT HEREINAFTER REFERENCE AS POINT "A"; THENCE CONTINUING PARALLEL WITH SAID ENTERPRISE CENTERLINE AND 42.50 FEET DISTANT SOUTHWESTERLY, SOUTH 23007'27" EAST, 609.39 FEET TO A POINT ON THE WESTERLY EXTENSION OF A LINE LYING 42.50 FEET NORTHERLY OF AND PARALLEL WITH THE CENTERLINE OF AIRVIEW ROAD; THENCE PARALLEL WITH SAID AIRVIEW ROAD CENTERLINE AND 42.50 FEET DISTANT NORTHERLY, SOUTH 67.58" 6" EAST, 471.36 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF 285.00 FEET; THENCE CONTINUING PARALLEL WITH SAID AIRVIEW ROAD CENTERLINE ALONG SAID CURVE AN ARC DISTANCE OF 225.89 FEET, THROUGH A CENTRAL ANGLE OF 45°24'42"; THENCE CONTINUING PARALLEL WITH SAID AIRVIEW ROAD CENTERLINE AND 42.50 FEET DISTANT, SOUTH 22°33'34" EAST, 573.74 FEET; THENCE CONTINUING PARALLEL WITH SAID AIRVIEW ROAD CENTERLINE AND 42.50 FEET DISTANT, SOUTH 23004'15" EAST, 197.99 FEET; THENCE CONTINUING PARALLEL WITH SAID AIRVIEW ROAD CENTERLINE AND 42.50 FEET DISTANT, SOUTH 44041'06" EAST, 420.69 FEET; THENCE SOUTH 23°08'20" EAST, 777.96 FEET; THENCE SOUTH 66051'40"WEST, 434.27 FEET; THENCE SOUTH 23008'20" EAST, 1160.08 FEET; THENCE NORTH 70001'53" EAST, 624.21 FEET TO A POINT HEREINAFTER REFERENCE AS POINT "B"; THENCE SOUTH 43001'03" EAST, 278.49 FEET, MORE OR LESS, TO A LINE BETWEEN THE SOUTHWEST CORNER OF SAID SECTION 12 AND THE CENTER OF SAID SECTION 12, ALSO BEING THE TERMINUS OF SAID CENTERLINE, FROM WHICH SAID SOUTHWEST CORNER OF SECTION 12 BEARS, SOUTH 47-03'17"WEST, 2354.97 FEET. ALSO, CONTINUING SAID EASEMENT CENTERLINE FROM AFOREMENTIONED POINT "A"; THENCE NORTH 66052'33" EAST, 585.61 FEET; THENCE SOUTH 68007'27" EAST, 29.73 FEET, MORE OR LESS, TO THE EASTERLY PROPERTY LINE OF THE PORT OF SHELTON PROPERTY AND THE TERMINUS OF SAID CENTERLINE. ALSO, CONTINUING SAID EASEMENT CENTERLINE FROM AFOREMENTIONED POINT "B"; THENCE NORTH 43001'03"WEST, 31.71 FEET TO THE TERMINUS OF SAID CENTERLINE. THE SIDELINES OF SAID EASEMENT EXTENDED OR SHORTENED TO PROVIDE A FULL AND CONTINUOUS EASEMENT. ON_STA MASON COUNTY V* ^, DEPARTMENT OF COMMUNITY DEVELOPMENT 0 9 o z Planning Division N Y ci P O Box 279, Shelton, WA 98584 (360)427-9670 1864 MEP2007-00046 NOTICE OF MASON ENVIRONMENTAL PERMIT Notice is hereby given that CITY OF SHELTON (DENNIS MCDONALD), who is the owner of the described property, has filed an application on 04/24/2007 for a Mason Environmental Permit for the development of: The proposal is for the construction of 2 new pipelines in a Critical Aquifer Recharge Area as part of the Shelton Regional Water and Wastewater System. The pipelines will convey wastewater and reclaimed water between the Washington Corrections Center, the Washington State Patrol Academy, and the proposed Shelton Water Reclamation Plant. A determination of completeness was made on: 05/18/2007 Site Address: 12001 N U.S.HIGHWAY 101 SHELTON Parcel Number: 420024400010 Location of Project: Within: (quarter section) of Section: 02 Township: 20 N Range: 4 W, W.M. in, Mason County Washington. Said development is proposed at The proposal is for the construction of 2 new pipelines in a Critical Aquifer Recharge Area as part of the Shelton Regional Water and Wastewater System. The pipelines will convey wastewater and reclaimed water between the Washington Corrections Center, t. Any person desiring to express their view or to be notified of the action taken on the application should notify: MASON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT P O BOX 279 SHELTON, WA 98584 Written comments must be received by 6/4/2007. A decision on the application will be made within 120 days of the date of completeness A Determination of Nonsignificance was issued under WAC 197-11-340. Written comments regarding this determination must be received by 6/4/2007. MEP2007-00046 Shelton Regional Wastewater System f RECLAIMED WATER n a CONNECTION AT tP, WSP ACADEMY WITH s t, MOTORIZED VALVE 12'RECLAWEO r' WATER _ CONNECTION FUTURE ` 12"RECLAIMED r' SR.102 EXTENSION TO COUNTY SHOP 2' WATER _ -__ AtdLK}itFAIRGROUNDS n MASON a RAW SEWAGE FORCE COUNTY MAIN DISCHARGES 15 SS . - LANDFILL TO NEW GRAVITY N6 /, '10"RAW SEWAGE SEYVERATWSP ___.," #2 .!f%/ y,///�zr�' FORCE MAIN VdASHINGTON r 12"RECLAitAED EXIS YFtELD C STATE WATER ,- SPRAYFtEL PATROL SIT$ EXTENU GRAVITY 9,gWER AND cr CONNECT RECLAIMED WATER ACADEMY E RECiAIhiEI1WAi6RTOyV Si, ' ,A •` f� TRANSMISSION MAIN AT 1$ SS � � •ate- ,$HELTON SPRINGS'RF7Ai�A ` EXISTING WCC SPRAYFIELD Ir RECLAIMED WATER . WITH THREE WAY VALVE � � TO WCC SERVICE ENTRANCE i � Y EX 10"FM - CONNECT EXISTING 17 REC EFFLUENT PIPELINE PORT OF WATER SHELTON WASHWGTON TO NEW 10'RAW ' CORRECTIONS SEWAGE FORCE MAIN 1$"SS ti r CENTER • > 10, MINIr UM T , SEPARATION k1\ „ •; t' THROUGHOUT \ c> WATER RECUMA•TK}N � � WETLAND AND �rI DEMal.13H EXISTING WCC PLANT wigRELATED 6UFfE1� WWTP,CONSTRucTNEW RAW SEWAGE PUMP STATtQN ' ` q .. r r w. TMIO CONSTRUCTION CONTRACTS 1. PIPELINES-BIDS MAY 2007 FIGURE 2 2. MOTORIZED VALVES ON RECLAIMED WATER LINE CONTROLLED BY WRP SCADA SYSTEM 3. #1,#2,##,#9•APPROXIMATE LOCATION OF MONITORING WELLS. sR-1oz ' 100.00 i w. SR-101 i RCiON CORREGOONSIv CENTER A\ CEN,ER a f I � f ' '� ,j- TREATMENT PWif YS• ` y/If-�'�l Y.�'i: 'n� l .a�!N"�;....'� I �ir' _( \l 15, ROAD i i i , , S BOiTER RECLAIMED WATER ® SILT FENCE DETAILS PROPOSED EASEMENT ON TORT PROPERTY SECTION doe:v,ao,a niE:vNaa,.cwv-v, STORMWATER 4 a O 0 P SITE PLAN �w.E^�^^m• APRIL 2007 ^ne R.�.wron^i Con I�ng STgT oN- F MASON COUNTY �P5 ,,,oc �� DEPARTMENT OF COMMUNITY DEVELOPMENT r oPlanning Division N I ti P O Box 279, Shelton, WA 98584 1864 (360)427-9670 REQUEST FOR ADDITIONAL INFORMATION May 03, 2007 CITY OF SHELTON (DENNIS MCDONALD) 525 E COTA ST SHELTON WA 98584 Parcel No.: 420024400010 Project Description: PIPELINE Dear Applicant: You have submitted a permit application (case no. MEP2007-00046) for proposed construction or development in the county. Upon review of your application, I require additional information to complete the permit review process. Therefore, review of your application will not proceed until the necessary information is provided (see the comment section of this letter for details.) Once the information is submitted and the application is complete, I will continue to process your application accordingly. If the additional information is not provided to the County within 180 days of this request, the application shall expire and no further action on the proposed development shall take place. Please contact me at (360) 427-9670, ext. 295 if you have questions. Sincer ly, Tammi Clark Land Use Planner Mason County Planning Department 5/3/2007 Page 1 of 2 MEP2007-00046 REQUEST FOR ADDITIONAL INFORMATION 5/3/2007 Case No.: MEP2007-00046 Comments: Based on a conversation with Pam Bennett-Cumming, it is my understanding that you had a biologist/wetland specialist review the proposed pipeline site to ensure the pipeline would not pass through any critical areas or buffers. Please provide documentation from that specialist that shows there are no critical areas/buffers impacted by the placement of the pipeline. Once I receive this information I can continue to process the SEPA and Mason Environmental Permit. 5/3/2007 Page 2 of 2 MEP2007-00046 AP "_FOUGONSTRUCTION 3 i Date: I y E gineer, It of Shelton SHELTON REGIONAL WATER Approval Expi s: AND WASTEWATER SYSTEM 41 CONVEYANCE/ RECLAIMED WATER O o' i to 8. zo �n 50 no PIPELINES ZU sg �I U� gl m PORT 11 5 9 92 AN ES CJ 25 PIPELINES �o S a 04 EVERETT wSP € o 0 ` BRE o� 90 . #dl,;:� WRP LOCATION so ATT E wcc iyoi2 _cN 18 N 06 ACI IC Sg 3 69 PORT OF c•' eI- —�S SHELTON . 64 . SHELTON °m V gN 410 —@ 10 p 5 TAC MA ABERDEEN EN 0 7 a 07 OLYMPIA 10 s5 Ry 0 n; :- 0 12 0 gp E JECT z5 CENTRALIA L TION CHEHALIS r' ;,,, 'va LOCATION MAP VICINITY MAP (SEE SHEET G-3) o>i WN NOT TO SCALE NOT TO SCALE K. p. �OF W AS%y�BO :r f \ rt Q 0 QO'••, 'A• 2647�8Fp 10 A07 a E EXPIRES 2-17-08 I g 0 REVISIONS DATE BY DESIGNED 1/, PROJECT NAME DRAWING NO. JKD ONE INCH AT FULL SCALE. �N6IHRIN6 1 OF 32 DRAWN IF NOT,SCALE ACCORDINGLY SHELTON REGIONAL WATER p JDF I A 0 U P ENGINEERING.PLANNING.ENVIRONMENTAL SCIENCES AND WASTEWATER SYSTEM VICINITY MAP LOCATION MAP CHECKED PMxoi401-Corte I 111 ,TRTB"AVENGE CONVEYANCEIRECLAIMED WATER PIPELINES e JOB No. SUMNEIR'R NGTON BB390 r4 216-2125-016 P01 cl"I,a"°tF°"'"°"L°I T.253N354B F.2U.B.- V-� APPROVED DATE antlGR.wnmy°I -"""P°'°""""'A'" SHELTON,WASHINGTON DULY 2007 _ GENERAL NOTES: LINE LEGEND (EXISTING PROJECT FEATURES) "s SHEET INDEX CENTER LINE x 1. ALL MATERIALS AND WORKMANSHIP WITHIN WSDOT RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE LATEST STATE OF WASHINGTON, DEPARTMENT OF - -- -- -- -- -- RIGHT OF WAY LINE GENERAL TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE,AND MUNICIPAL ---- ------ SECTION LINE g CONSTRUCTION,AND CITY OF SHELTON ROADS STANDARDS. 8 .......••••••••.......••• APPROXIMATE SECTION LINE FOR GRAPHICAL REPRESENTATION ONLY G-1 ' VICINITY MAP, LOCATION MAP 2. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL UTILITY COMPANIES IN ORDER "-- ---__ TO ASSURE THAT ALL LINES, PIPES, POLES AND OTHER APPURTANCES ARE PROPERLY LOCATEDAND THEIR INSLAIFION - QUARTER SECTION LINE G-2 SHEET INDEX, NOTES Et LEGEND WORK SHALL BEAT THE IEXPENSEINATED OF THEW CONTRACTORTHES AND MUST BE IN ACCORDANCE WITH ALL UTILITY RELOCATION — — — - SIXTEENTH SECTION LINE 8 STANDARDS ADOPTED BY THE CITY PRIOR TO ACCEPTANCE. ------ --- ONE FOOT CONTOUR LINES $ G-3 KEY MAP Ft HORIZONTAL CONTROL PLAN 3. BURIED UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION. THE CONTRACTOR SHALL TWO FOOT CONTOUR LINES HAVE THE UTILITIES VERIFIED ON THE GROUND PRIOR TO ANY CONSTRUCTION. FIVE FOOT CONTOUR LINES 4. ANY REVISIONS TO THESE PLANS MUST BE REVIEWED AND APPROVED BY THE CITY OF TEN FOOT CONTOUR LINES SHELTON PRIOR TO ANY IMPLEMENTATION IN THE FIELD. ---- DEPRESSED MINOR CONTOUR SITE CIVIL 5. BEFORE WORKING IN THE PORT OF SHELTON RIGHT-OF-WAY,THE CONTRACTOR SHALL• ---- DEPRESSED MAJOR CONTOUR EXISTING UNDERGOUND WATER LINE, A. OBTAIN A SS-1 CONVEYANCE PIPELINE/RECLAIMED WATER PLAN/PROFILE STA 10+00 TO 25+00 B. PROVIDE PGROOF OF LIABILITY INSURANCE ON AN AMOUNT REQUIRED BY THE PORT. EXISTING UNDERGOUND SEWER LINE RAL PERMIT FROM THE RT. a -- --> --------��--- EXISTING UNDERGOUND STORM DRAIN LINE —N 6. SHOULD THE CITY BECOME AWARE OF CONDITIONS THAT INVALIDATE THE ORIGINAL DESIGN ------- - - EXISTING UNDERGOUND GAS LINE s SS-2 CONVEYANCE PIPELINE/RECLAIMED WATER PLAN/PROFILE STA 25+00 TO 40+00 DATA USED TO OBTAIN THE CONSTRUCTION PERMIT OR DETERMINE THAT THE CONTRACTOR IS NOT COMPLYING WITH THE CONDITIONS OF THE PERMIT OR APPROVED PLANS,THE CITY MAY - --- --- - EXISTING UNDERGOUND TELEPHONE LINE OR FIBER OPTIC LINE Q`Q SS-3 CONVEYANCE PIPELINE/RECLAIMED WATER PLAN/PROFILE STA 40+00 TO 55+00 MAY REQUIRE REVOKE THE THEONTRACTOR OO RESUBMIT IER NFORMATION PLANSEFOR PROJECT. ANo C� - -- - EXISTING OVERHEAD TELEPHONE LINE x APPROVAL AND APPLY FOR A NEW PERMIT. ` ----'----- - EXISTING UNDERGOUND POWER LINE o� SS-4 CONVEYANCE PIPELINE/RECLAIMED WATER PLAN/PROFILE STA 55+00 TO 70+00 7• A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS --__ ----- EXISTING OVERHEAD POWER LINE IN PROGRESS. EXISTING OVERHEAD FIBER OPTIC LINE PER MASON COUNTY PUD RECORDS TREE_. LINE SS-5 CONVEYANCE PIPELINE/RECLAIMED WATER PLAN/PROFILE STA 70+00 TO 85+00 8. THE PORT OF SHELTON HAS THE AUTHORITY TO REQUIRE EXISTING URLIRES TO BE RELOCATED - -- FENCE LINE IN CASE OF CONFLICT WITH SANITARY SEWER AND/OR RECLAIMED WATER CONSTRUCTION ON ---- ----- - EDGE OF PAVEMENT I PORT OF SHELTON PROPERTY. IN CASE OF CONFLICT, CONTRACTOR SHALL NOTIFY THE CITY, SS-6 CONVEYANCE PIPELINE/RECLAIMED WATER PLAN/PROFILE STA 85+00 TO 100+00 WHO WILL COORDINATE EXITING UTILITY RELOCATION WITH THE PORT. E SS-7 CONVEYANCE PIPELINE/RECLAIMED WATER PLAN/PROFILE STA 100+00 TO 115+00 SYMBOL LEGEND (EXISTING PROJECT FEATURES) g TRAFFIC CONTROL NOTES: ® CONTROL POINTS A, WATER VLAVE oSS-8 CONVEYANCE PIPELINE/RECLAIMED WATER PLAN/PROFILE STA 115+00 TO 130+00 1. ALL TRAFFIC CONTROL IN WSDOT RIGHT-OF-WAY SHALL BE PER WSDOT STANDARD PLANS K-1 I;K)c3 QUARTER CORNER rJ FIRE HYDRANT 10 AND/OR K-2,AS WELL AS FRANCHISE AGREEMENT PROVISIONS. o 15< SS-9 CONVEYANCE PIPELINE/RECLAIMED WATER PLAN/PROFILE STA 130+00 TO 145+00 SECTION CORNER I WATER BLOW OFF VALVE 2. ALL TRAFFIC CONTROL ON PORT OF SHELTON PROPERTY SHALL BE PER PORT OF SHELTON N REQUIREMENTS. POWER POLE OO SANITARY SEWER MANHOLE SS-10 CONVEYANCE PIPELINE/RECLAIMED WATER PLAN/PROFILE STA 145+00 TO 156+71.21 a POWER POLE WITH UNDERGROUND DROP ® CATCH BASIN 5q SS-11 CONVEYANCE PIPELINE/RECLAIMED WATER PLAN/PROFILE STA 4+00 TO 19+00 EROSION CONTROL NOTES: GUY ANCHOR m % 1. EROSION CONTROL MEASURES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ANY OSP GUY POLE Qt TELEPHONE MANHOLE v5 N PROBLEMS OCCURING BEFORE FINAL ACCEPTANCE OF THE PROJECT BY THE CITY SHALL BE �.} POWER POLE WITH LIGHT TELEPHONE PANEL SS-12 CONVEYANCE PIPELINE/RECLAIMED WATER PLAN/PROFILE STA 19+00 TO 26+39.64 CORRECTED BY THE CONTRACTOR,AT HIS EXPENSE T TELEPHONE 2. IN CASE EROSION OR SEDIMENTATION OCCURS TO ADJACENT PROPERTY,ALL CONSTRUCTION WORK 0---j - LIGHT POLE SS-13 CONVEYANCE PIPELINE/RECLAIMED WATER PLAN/PROFILE STA 26+39.64 TO 33+00 THAT WILL AGGRAVATE THE SITUATION MUST CEASE AND THE CONTRACTOR SHALL IMMEDIATELY OTTJ TELEPHONE H i COMMENCE RESTORATION OR MITIGATION MEASURES. RESTORATION ACTIVITY SHALL CONTINUE ) POWER METER € UNTIL SUCH TIME AS THE PROBLEM IS RECTIFIED. D POWER HANOHOLE © GAS �R 3. SHOULD THE CONTRACTOR INSTALLED TEMPORARY EROSION AND SEDIMENTATION CONTROL Fri TELEVISION RISER GAS METER SS-14 CONVEYANCE PIPELINE/RECLAIMED WATER PLAN/PROFILE STA 33+00 TO 46+00 SS-15 CONVEYANCE PIPELINE/RECLAIMED WATER PLAN/PROFILE STA 46+00 TO 61+00 MEASURES NOT PROVE ADEQUATE TO CONTROL EROSION AND SEDIMENTATION, THE CONTRACTOR Gas VALVE SHALL INSTALL ADDITIONAL FACILITIES AS NECESSARY TO PROTECT ADJACENT PROPERTIES, ?R SENSITIVE AREAS, NATURAL WATER COURSES, AND/OR STORM DRAINAGE SYSTEMS. aN Ea SS-10 LVNV EYAI`C PIPr_ NG/RECLAIMED YYA I ER PLAN/PROFILE r71/A v I+vV T O 7 2+vv LINE LEGEND (NEW PROJECT FEATURES) 4. IN ANY AREA WHICH HAS BEEN TRIPPED OF VEGETATION OR EXPERIENCED LAND DISTURBING ACTIVITIES AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 2-7 DAYS OR -------- - EASEMENT LIMITS 5= MORE,ALL DISTURBED ARIAS MUST IMMEDIATELY STABILIZED WITH MULCHING, GRASS SS-17 CONVEYANCE PIPELINE/RECLAIMED WATER PLAN/PROFILE STA 72+00 TO 79+00 PLANTING, OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF RV RECLAIMED WATER LINE o m YEAR IN QUESTION. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF s SS-18 ACCESS ROAD CROSSING APRIL THROUGH SEPTEMBER, INCLUSIVE. SEEDING MAY PROCEED, HOWEVER,WHENVER IT IS IN SS SANITARY SEWER LINE THE INTEREST OF THE CONTRACTOR, BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR STATIONING LINE �o OTHER TREATMENT. E SS-19 NOT IN CONTRACT RECLAIMED WATER(PURPLE PIPE)PIPE IDENTIFICATION: SYMBOL LEGEND (NEW PROJECT FEATURES) SS-20 CONVEYANCE PIPELINE/RECLAIMED WATER PLAN/PROFILE STA 79+00 TO 83+27.12 ALL NEW, BURIED DISTRIBUTION PIPING IN THE RECLAIMED WATER SYSTEM, INCLUDING SERVICE LINES, VALVES, • MANHOLE SS-21 DETAILS AND OTHER APPURTENANCES, SHALL BE IDENTIFIED AS FOLLOWS: N VALVE o + BE COLOR-CODED AND EMBOSSED OR BE INTEGRALLY STAMPED/MARKED WITH THE APPROVED $5 SS-22 DETAILS WARNING (SEE TABLE). 9 AIR RELASE VALVE/VACUUM RELIEF VALVE �� • BE INSTALLED WITH IDENTIFICATION TAPE OR A POLYETHYLENE VINYL WRAP (SEE TABLE). STEEL CASING aSS-23 DETAILS THE WARNING SHALL BE STAMPED ON OPPOSITE SIDES OF THE PIPE AND REPEATED EVERY 3 FEET OR LESS. 0 ROADWAY RESTORATION/NEW ROADWAY SS-24 DETAILS ®FILL OF LOCALIZED LOW AREAS IDENTIFICATION STANDARDS FOR RECLAIMED WATER SYSTEMS SS-25 DETAILS ITEM SUGGESTED STANDARD W + <� (MUST BE ACCEPTABLE TO THE REVIEW AGENCIES) SS-26 DETAILS COLOR PANTONE 512 OR 522,OR OTHER SHADES OF PURPLE ACCEPTABLE TO REVIEW AGENCIES. SHOULD BE EITHER ONE OF THE FOLLOWING PHRASES: WARNING •WARNING.RECLAIMED WATER-DO NOT DRINK w SS-27 DETAILS •WARNING:NONPOTABLE WATER-DO NOT DRINK !! R IDENTIFICATION(WARNING)TAPE HIGH-CC TAPE COL!ADE G.AS USTED THE OVERALL ABOVE)SHOULD IN TAPE SHOULDCLUDE THE I AT LEAST ABOVE BW INCHES. SS-28 DETAILS - m THE WORDS'RECLAIMED WATER"SHOULD BE CLEARLY INSCRIBED ON EQUIPMENT TAGS AND THE TOP SURFACE EQUIPMENT TAGS AND SURFACE IDENTIFICATION o, o OF BELOW-GRADE APPURTENANCES,SUCH AS VALVE BOXES. SS-29 DETAILS SSTON �7 AL Ea o SIGNS(COLOR-CODED,AS LISTED ABOVE)SHOULD INCLUDE THE WARNING(LISTED ABOVE)IN HIGH-CONTRAST i FACILITY SIGNS LETTERING AND MUST HAVE THE UNIVERSAL SYMBOL FOR'DO NOT DRINK". AN ADEQUATE NUMBER OF SIGNS IN E ENGLIISHSURROU ANG FENCEPARIMARY N THE ANGEAGNES S 0 EACHTHE AIJ A SHOULD ALSO BE POSTED ON THE EXPIRES 2-17-08 ro Q REVISIONS DATE BY DESIGNED � ry/IH rr1Yl�/ PROJECT NAME DRAWING NO. N ONE INCH AT FULL SCALE. {I'V i-ti5 V N DRAWNF IF NOT,SCALE ACCORDINGLY rix SHELTON REGIONAL WATER FILE NAMEPMX01401-CONV ,1 I 4 T 0 U D ENGINEERING.PLANNING.ENVIRONMENTAL SCIENCES AND WASTEWATER SYSTEM SHEET INDEX, NOTES & LEGEND CHECKED I I llI"YAR AVE NHE CONVEYANCEIRECLAIMED WATER PIPELINES VI JOB G. GIWI,EnW�onTenL01 SUMNER,wASNINGTON Be390 216-2125-016 POl SAS E]sle4lW16 GnB R.u.oDonol SHELTON,WASHINGTON �J APPROVED DAIEULY 2007 Conwltinq J SS-6 SR-102 CONTROL POINT 157 t SS-7CONTROL POINT 1131, 1• x (- 1 CONTROL POINT 6880 SS-8 o --_fp5� CONTROL POINT 275 SS-9 SS•10 PROJECT DATUMS: - '" HORIZONTAL - NAD83/91 WASHINGTON STATE SOUTH ZONE: - E. ni-T: r-_.a.• . HOLDING MONUMENTS "SANDERSON"AND"BIG WHEEL". i { 9 COMBINED SCALE FACTOR: 0.99997524III 6 VERTICAL- NAVD88: \ CONTROL P01 276 p HOLDING MONUMENTS "SANDERSON"AND "BIG WHEEL". 1k za" SANDERSON I , N t f Gj u N 705076.060 ,� E 984413.241 sR ''�," CONTROL I?OINT 262 ELEV 273.897 > DESCRIPTION: BRASS DISK IN CONCRETE MONUMENT(REFER TOH ( \ ( '� < WASHINGTON STATE DEPARTMENT OF TRANSPORTATION MONUMENT ID -•� --' `4 5500; NGS PID SY 5597) WSP It it k I � �`'` k SR-101 m 1 1 i CONTR 1NT 2 ; s� N BIG WHEEL N 693043.220 a / l E 99582.26t ^� } CONTROL POINT 263 ELEV 155.620 I a DESCRIPTION: BRASS DISK CEMENTED IN DRILL HOLE (REFER TO y •\l`\'• \ :' WASHINGTON STATE DEPARTMENT OF TRANSPORTATION MONUMENT ID _ ✓V 4j� - 624) .......... ......... CONTROL POINT 278 ' CONTROL POINT 258 'CONTROL POINTS \ `)• Point Northing Est Elevation Decriptor a ing -'1 sar�rarr rn�a ' S�. ' 113 710867.3740 981641.4410 297.8320 XHV o • 122 704590,8290 985815.7970 273.6790 XHV ; CONTROL POINT 261 { `c i• \ -'+ 1 157 710901.3480 980308.5920 290.2970 XMAGW t J \ $$ 1 256 706232.7746 985104.6042 277.7210 XSPIKE t t CONTROL POINT 257 o$ CONTROL P01 257 706869.8964 984677.3496 280.50 XMAGW 50 -� 258 707438.9705 984439.4087 283.7810 XMAGW F ° i 01 SS 259 707628.8992 983976.2543 281.8700 XMAGW L 5 J _ 260 708490.4475 983608.3792 283.3830 XMAGW PORT OF L HELTON - 261 708635.3481 982938.3596 280.8980 PK INT SANDERSON/EXTENFION 1 r 'fiOADWAY �� �'��;:. CONTROL POINT 256 1 262 709617.4904 983159.8461 284.7970 PK INT SANDERSON/EXTENTION 263 708301.0314 984105.5307 285.1681 XRC \ t 275 710503.3154 982972.3054 301.7520 XMAGW \ ' ' CO{ f 0 POINT 259276 710213.1742 983102.8476 295.5750 XMAGW 277 \ , _ ` ' ' r .,�•.-, = ,�<709940.5254 983194.4339 286.6570 XMAGW 278 708662.2588 982849.8414 281.7930 MON T6-A2-Al CONTROL POINT 255 6880 710589.7634 982979.4924 301.2370 MON , WCC { I \ CONTROL POI T 122 ALIGNMENTS Station Northing Easting Distance Direction ( Alignment `^ , -m I a Ion Northing Easting Distance Direction Baseline Ali nment across Port of Shelton Centerline SR 102 Alignment 1 ' 3+99.19=156+71.22 710795.5133 982909.8784 205.30 S 02-49-44 W 1 { N k Q'•i6i 10+00 BEGIN 706815.0984 1970115.4014 2129.72 N 63-21-21 El 6+05.30 PC 710589.6533 982979.7061 /� 1 _ 31+29.72 PC 707770.1714 972018.9620 82.04 N 63-21-21 E CURVE D=38-44-08 R=550.00 L=371.83 1 EO CURVE D-05-50-03 R=1610.10 L=163.94 I I f i �J�J �\ - 3- 32+93.66 PT 707836.1090 I972768.9788 30.30 N 69-11-24 E) 9+77.14 PT 710239.9523 983083.5505 33.24 N 35-54-24 W Eaa 33+23.96 PC 707846.8737 972197. CURVE D=48-36-48 R=550.00 L=466.653020 198.46 N 69-11-35 Ei 10+70.38 PC 710213.0288 983703.0446 -CURVE.__..._, D=24-OS-26 IR=930.00 L=391.03 I 14+77.03 PT 709769,4943 983194.OB92 155.85 S 12-42-24 W �m 37+14.99 Pfj 708057.4374 972523.3786 156.37 N 45-05-58 EI 16+32.87 INTX 709617.4613 983159.8D84 1006.77 S 12-42-24 W gN 38+71.36 PO 708167.8158 972634.1404 93.95 N 45-06-00 E 26+39.64 INTX 708635.3481 982938.3596 681.64 N 77-19-27W ! _ CURVE 1 D=18-14-51 f R=585.00 L=186.31 I 7 J' ! / �' t( 33+21.28 INTX 708485.7724 983603.3864 6.77 N 46-47-31 E J P 40+57.67 PTI 700317.9530 972743.1262 110.71 N 26-51-07 33+28.05 INTX 708490.4068 983608.3201 936.83 S 23-07-27 E l' •�• �,,, r.i .a- TT i'V m 41+68.38 P(< 708416.7260 972783.1323 167.53 N 28-51_05 42+64.88 INTX 707628.8455 983976.2362 368.36 S 67-58-16 E l l" io CURVE D-15-01-45 R-1270.00 L=333A3 46+33.25 PC 707490.6827 984317.7074 j !r,`I E. 45+01.51 PT 708690.9213 1 972980.6391 101.07 N 41-52-52 -•may r' 46+02.58 pC 708766.1712 ! 973048.1120 129.66 N-41-52-51 CURVE 0=358.91 1 8 45.69 L=192.20 }1{ j �o= "" ,/ �- !r CURVE D=05-42-36 ( R=2600.00 L=259.11 48+99.38 PT 707358.9191 984670.8790 206.30 S 22-33-34 E ItK "/ L•'� /j� •//�' I s r I i• j 48+61.69 708967.3816 973211.1998 496.64 N 36-10-16 53+99.38 AP 706828.9064 984751.7203 420.72 S 23-04-6 E f 56+05.67 AP 706639.1089 984751.7203 420.72 S 44-41-06 E 0 52+45.52 709277.2319 I 973437.7352 383.83 N 36-10-16 E Aw E2 CURVE III D-13-20-10 R=965.00 L=224.61 11 60+26.39 AP 706339.9850 985359,4778 479.27 S 23-51-20 E o + 68+20.12 AP 705610.1066 985359.4778 479.27 S 66-57-40 W o 54.t70.13 PCC 709441.5812 973590.1139 112.82 N 49-30-26 72+99.39 AP 705421.7720 984918.7627 1080.OB S 23-OB-20 E I ' - CURVE D=02-57-i7---I R:_43Q9.37 L-226.78 84+44.29 AP 704368,9821 985368.6634 702.17 N 70-D1-53 E ` - 56+96.92 PT 709584.3042 973766.3b67 T 3.42- --N-52-28-03...,_._ __._..�. r �' # o IP- ........9t+46.46 AP... .... ..704608.7783 986028.6228 274.57 S 43-Ot-10 E .w 58+74.38 PC 709692.4152 973907.0336 116.17 N 52-28-03 E 94+21.03 END 704408.0379 " '- 986215:9443 -- ..... Ilia"-F«��os x+4? �"�I�,*,; i TER RECLAMATION i --3 CURVE D-10-17-48 R=1289.40 L=231.72 _-`-'-"' PLANT - '� 61+06.10 PRIG 709049.2897 974077.1504 175.13 N 42-10-15 E -- - - - a a Y<�`°ul nsr r; 'D•t` s eiarllr<<aixi®e - -- -" CURVE D=08-32-36 R=2344.61 L=349.60 N�y5 -.-.."..__ ._..._.....-,__..._.,,_-......_.....�._..._.._�.... - - m S 64+55.70 PT 710089.9715 974330.2677 1990.59 N 50-42-51 E i� r "" �'-- "5`r 84+46.29 PC 711350.3953 975870.9754 362.94 N 50-35-26 E n� \ . � CURVE D=18-48-19 R=800.00 L=681.45 91+27.74 PT 711521.5589 976509.4653 B54.92 S 80-28-50 E , t �"pi 99+82.66 PC 711380.1719 977352.6129 27.45 S 80-28-51 E I r- ---•-----..- Ib CURVE D=02-44-05 R=1150.00 L=54.89 ' x 100+37.55 PT 711369.8063 977406.5095 800.18 S 77-44-43 E 108+37.73 PC 711199.9631 978188.4567 104.33 S 77-44-44 E CURVE D=03-03-11 R=3915.00 L=208.61 G'. >v� NOTE• K o� 110+46.34 PT 711161.1346 978393.4004 342.94 S 80-47-54 E " of 113+89.28 PC 711106.2958 978731.9274 117.62 S 80-47-55 E '�{.=`S THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY �F':1� CURVE D=11-21-56 R=1182.00 L=234.47 ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. �1 a CURVE .75 PT 11-21-669 978958.1579 =234 S 69-25-58 E THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE _ w m 116+23.75 PC 711104 .166 97858.155 186.61 S 69-25-55 E COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES + a CURVE D=17015.74 R=839.2 L=2.99 WHICH MIGHT BE OCCASIONED BY THE CONTRACTORS'S FAILURE TO EXACTLY LOCATE AND "Po`.. Ze.5 119+74.15 PT 710962.9463 979296.6020 164.61 S 87-22-59 E PRESERVE ANY AND ALL UNDERGROUND UTILITIES. eIONA 0 121+38.77 AP 710955.4306 979461.0438 3532.45 S 87-24-19 E SSraNAL a 156+71.22=3+99.19 710795.5133 902989.8784 205.30 S 02-49-44 W 07 E EXPIRES 2-17-OB -i F■-y DESIGNED y/y���y PROJECT NAME DRAWING NO. REVISIONS DATE BY �IIVIIISIII� 3 OF 32 g DRAWN IF NOT,INCH LE FULL SCALE. SHELTON REGIONAL WATER KEY MAP & DRAWN 11LE NAME SCALE ACCORDINGLY 6 A 0 0 P ENOINEEgI NO.PIANNIMO.ENVIRONMENTAL SCIENCES AND WASTEWATER SYSTEM � JDF g CHECKED PMx01401-CONY ( 11 T 135tFRYMiAVENUE CONVEYANCE/RECLAIMED WATER PIPELINES HORIZONTAL CONTROL PLAN G_3 v'f Clvi.EnNronmentW 9uMrER.w/sNINOTON BS]Bo 216-2125-016 P01 Ind RSIrSotional .zs�esa.5lxe r.Z51.56).55.5 ow:..w•".oL.�: SHELTON,WASHINGTON APPROVED DATEULY 2007 Cmallting I 5' OFFSET FROM r'; 12' RECLAIMED WATER STA 16+00t »s--" ! a V EXIST GAS (TYP.) I 1 12" 90 BEND J ; �. 1 2 LANE PAVEMENT REPAIR ZONE IE - 291.4 _ / / so3.. PER DETAIL ON SHT SS-23 FOR TRENCH AND SHT SS-27 FORLu ROADWAY'" ✓'� `'� I N _ .r -TT�.RV_ _.-__^.:.� RV .ti _--_-u - .... �l .... 21+Oo 42+oD sa*t .. -=ten _.__ ^:`_-^c-' __:__.___ !_.. fi7.:. -'�fi- .. -� 00�� 1 DD J 00 - _ ....a......� Z ao - -,-�. t-.-_.. �� .�-;�.,r -+�u •��---.�- - - .,MF: -".•�„-SOD ._-. SR 102 --- �/ _- ��•r -sue -- ---- --- - - -- - _- - .- �. � __'__ ",,.=•----"'mac. s w � ------------------------------ WSDOT R/w (TYP.) N 1 j I SR-102 CROSSING SHALL BE EITHER JACK/BORE \ - WIDTH VARIES a 3' OR MICRO-TUNNELING, AS WSDOT DOES NOT EXISTING 10" P \.� .•-• / STA 12+00, 58 FT RT I 1 ALLOW OPEN CUT CONSTRUCTION. 12" CARRIER SS FORCE MAIN BEGIN RECLAIMED WATER \' PIPE TO BE ENCLOSED IN 18" STEEL CASING S i i �� sDs �^ 30411--�.- INSTALL 12" GATE VALVE AND 2" . (30' MIN. LENGTH, 60" MIN COVER OVER CASING) > BLOWOFF ASSEMBLY O TERMINATION jjj ~ - I LSHIIAG'Tot � 'SEE DETAIL ON SHT SS-29SEE SHT SS-26 FOR BLOW OFF1Sss ASSEMBLY DETAILILIN �/ SS ss g i r, \� ysR4 �i - =�> _ ___- --.__. ......,,_...`-` -- _ _. ���� 't_tis -ss - ss -s�..A- Tss } r-' ss - _s _ r-' ". '_ 1 _ _. - s_ \ �-f--ss ss ss s- _� -- -�`' PIPELINE DESIGN DATA o� L - - --- - PIPELINE DESIGN DATA s EXISTING 10" HDPE SS FORCE MAIN --�n----__�_._ SR-102 STA 12"RW 10"SS FM SR-102 STA 12"RW 10"SS FM l ( p 12+00 14.68 LT, IE = 291.30 19+00 20.08 LT,IE 297.41 rc 13+00 15.40 LT, IE = 293.69 - 20+00 18.04 LT, IE = 297.63 - uy' I �-- -` ;.-' f --w_._._.;-- -----+'------N--..-'"' '-"-_... �. _...y..._._.....__.y:...............y._._..._..{,..._. .: -a'l.___c_ _ 21+00 15.19 LT, IE = 297.85 - 14+00 16.13 LT, IE - 296.08 _ PLAN 15+00 17.34 LT, IE = 296.53 - 22+00 10.44 LT, IE - 298.06 - g 8 SCALE: 1=50 16+00 18.79 LT, IE = 296.75 - 23+00 4.65 LT, IE = 298.28 = N 17+00 19.83 LT, IE - 296.97 - 24+00 2.98 LT, IE = 298.50 18+00 19.89 LT, IE- 297.19 25+00 4.46 LT, IE = 298.72 42"":(3.5').MIN:COVER S w STA 12+00:::::: - .. OVER RECLAAIMED WATER:..: ----- ------ .. ... ....:. BEGIN RECLAIMED WATER .. .... . . ... .. N% ... ::IN:WSDOT:R/W �-�"- �_� ..... :..... ... .. �EXISTING:GRADE IE - 291.3_ - _ -- ...- - - --- - g3001+1 ---_. .............................. -..-..._�_----- .......i... .. ... .:I:: T:. g$ ...OVER u8 ::...... ... .:... ..... - .. ....... ........ .. - ..: .::.. .. .: ....... .:::::.. .... .. - .. M7UNiAIN .... ... ... .... ......._. .... .... 295 .. ... ... - - ---- -- y _. ..__ ---- - £- 29S ......... - - - ----- ------ - - - . ...... .. . .. ...,. . .. ... .' .. o �__..__......_... _.. _------ _- ._..._._ _ - - -- .. -- - GRADE ... . .. .. .. ... ... .. . .... - . '- . :i... F. STA: ::..... .........:......... ....... .... U.1;X MIN :... . .... .... T .... .... ... . .':: ...... PIPE:GRADE:CHANGE;::::::':: .........:. ..::: :: :.:. ..... .... . ... ... ...... .. ..... o" :296:3:.. .. :: ... ... ....... ... .. -....1 1,..... ...... 290 s 12" HDRE DR 21:: ::: ..... .. .... .. - - I.... . - 290 :...:. - -- --- - RECLAIMED WATER-.. _ .. :. FILE ..... ..... .. .... .. .... .. PRO .. .................. .. .......... 18° CASING i:. :: ....... .. ..... ..... HORIZ: 1=50.. .... .. .. ..... ..... S E 291.0 i:::'.:::'!.::::::::I:::::..::!:::: VERT• 1=5:: i :":' ::.: .. 285 285 .... .. .... .... . 20+00 25 00 .... ...... .... .... ............ ....................,.........,.........,........................ .... ... , 5 10+00 15+00 RECLAIMED WATER(PURPLE PIPE) + om tpNp ... .. ...... .. yy ..... .. ..... ... .... ... ..... ... ...... ..... ... .. ... ... .. .... _ .... .. TF" .... ...].. ... .. .. ..1 .. .. .. .. .. .. .. ..... .. .. ... ... ... ...... .. .. .. ... ..y ......'t .. .. .. ... ... .. .... ... .. .... .. .. ...... .. .. .. ... 1j0 ... .. ... .. ..... .. .... I' ... .. ..... .... .. .... .. ....... ..... ... . ...... .... ...f ... i ....... .... .. .. .. .. .... .. .. .. ... .... .. .. 'q ... .. .. ... .. .... .. ..... ..... ....... ......... .. ...... ..... ... .... .. ..... .. .. ... .. .. ��� ... ..... ..... ..... .. ... ....... EXISTING:GRADE. :i: ... .. .... .. .... ..... .. . ....... 300 ;: :O300 VER:PIPE. .......:.........I..... .. ...... ------ - - - --.. 300 -- - .. _..._...----- - 1---'---------.._... - __.... '- .. - -----t----- x .........j.. . ... ... .. .. .. ....... s ......... ... ... .. ... ... ... .... ....... .. ... .. ... .. .... .... . .. .... .. ... .........::........ ........ 10 ........ ... ..... .. .. ... .. ... ..... ..... .. ... .. ........ �........ .. ....... ... .... .. .... ...... .. .. .. .. ..... ......... , i ... .. . ..... ...... .. .. ... ... ... :I: E ....... .. ... ... .... .... .... ' .. .... I .... .. :. EXISTING 10° HDPE: I'. ..... ... ...... ..... ! .. .... .. .. ..... .. .... .. MAIN.:. .... ....... ... ... .. 2ss 55 FORCE ... -S ........ ..... ... .... ...... _ _. .... -- - __ - .. ..... . g_ 295 APPROX:'LOCAT�ON'}: -.. -' - - - ... -- - .. :1--7777 --� ........... .... .. ...... .... .... .. i .. ..... .... .....---,._.._,_„�.,-,_�.-:. .. -...... .��:�y_....... ..... ....... ....... ....... .... .. .. ....... ....... ....... ....... .. 6 a .... .... .. ... .. :I. .. :;: .. .4:....... ..... .... ... .. ... .. .. ........ ....... .. .... .. ....... ... .. ... .. .. ...... ........ -b .... .. .... .. .. .. .. .. 1 .... . .. .. .. . :: ... .. .... ... .. ...... ..... ... ... . .... 1.. .......:I.... .. ..:1 1 - .. .... .... ... ... .. .... .. ... .... .. ... ...... ....... ... 299 .. --- N .........�,....... '.........�........ .. ..i.. ... .... .. I __- __ ... .. .... ...... .. .. .. ..... ... 290 - -- - N - _..- - ... ... Fl .... ... .... 25+00 .... N :T .. ... .... .. ..... ....... o .. .. .. .. .. ... ....... .. .. ... ... ... .. .. ... .. .... .I .. I .. ... ... ... ... ..... ... ... .. .... ..... .I .. .... .... .. ... .. ... ... .. ... .. .. ... .... ... .:I:. .... u�1 ..... ....... .. .... . D y w.. ..... .... .. . ..... ... o .. ...... 1 x .... .. ... .. .. .. .. ...... .. .. ... .... ... .. .. __ _ .... .. _.. _ _. .. ......._... ... ... P .. .:.. .. .. .. .... .. .. .. .. .. ... ......... .. .. .. ... .. ..... ... ..... .. ..... .. .. ... _ I ..... .. ....... .. .. ..... ...... .. I ..... .1.. .. .. ... .. _.T.._ ..... :�.... PROFILE I �I� .. ... .. � ... .. P .... ....... .... ....... .. .... .. .... .. ....... ... i ..... ....... .... ...... ... ..... ..... ... ... .... .. �+' 264T6 .... ..... ....... ... I .. .. .. .... .. .. ... .. .. .... ... . ... .... .. .... .. ...... ... .. ....:i 0' ...... ....... ... .... .. .. .... .. ...:(... j = ... 1:....... ... .. I t'.......:I ....... ....... .... ....... HORIZ 1-50r t ` 3i f :( 1 I .. VERT• 1-5 2ao AL /Sao7 .... .: 10►00 15+00 SANITARY SEWER 20+00 �ExPiREs z-n-oe O a E Q REVISIONS DATE BY UESIJKU NL N/y PROJECT NAME DRAWING NO. 8 ONEINCHATFULLSCALE. �11�111 111� SHELTON REGIONAL WATER CONVEYANCE PIPELINE 4OF32 DRAWN JD Mr-AA SCALE ACCORDINGLY16 A 0 0 0 E-EEMNG.PLANNING.ENVIRONMENTAL SCENCES AND WASTEWATER SYSTEM PLAN/PROFILE CHECKED PMX01401-CONY I 111 1 2JIFRYARAVENUE CONVEYANCE/RECLAIMED WATER PIPELINES SS-1 JOB N"s-2lzs-o1s Pot Gi''Envl-..t"I L" G'°"�°° STA 10+00 TO STA 25+00 6�6w sm Fes.26266a 6a.6 Gn6 R6cr6mionnl SHELTON,WASHINGTON �,] APPROVED DAT5ULY 2007 Consulting s� 9 PIPELINE DESIGN DATA PIPELINE DESIGN DATA _, TO SPRAYFIELD tioNE 1 yo SR-102 STA 12"RW 10"SS FM SR-102 STA 12"RW 10"SS FM `'i 1 (FUTURE CONNECTION) { -•� t REP 23 fp RpP .xoo S - 1 �. STA 36+61, 34• LT_GT_.'. J 31}2�� P PM� SS 1 - 26+00 5.22 LT, IE = 298.94 - 34+00 23.58 LT, IE= 301.33 �� SZP �1E\,pt;1 7c••55�2=.:..:: a 27+00 5.81 LT, IE = 299.16 - 35+00 22.tt LT, IE= 301.93 - `-\ RECLAIMED WATER VALVE (FCV) VAULT �� \I R p�p�p S.0 yGy uI 28+00 6.39 LT, IE 299.38 - 36+00 23.&5 LT, IE 302.53 24.00 RT. IE= 298.65 _``. SEE DETAIL ON SS-27 �. P �NGH..._.__.-.may,-� '" ._�J� Ry�`' F` $ 29+00 7.52 LT, IE = 299.60 - 37+00 18.70 LT, IE = 302.93 24.00 RT, IE= 303.16 \.1;•y`\ `� i `-LOCALIZED LOW AREA (] 7, 30+00 11.63 LT, IE = 299.82 - 38+00 14.17 LT, IE = 303.11 24.00 RT, IE= 303.42 `� T ,\ 55 _ gy /. }�+p0 \UT - FORCE MAIN DOWNSTREAM OF NEW - 39+00 15.07 LT IE= 303.30 24.00 RT, IE= 303.92 EXISTING 31+00 13.99 LT, IE = 300.04 _ a 32+00 12.63 LT, IE = 300.26 - 40+00 18.39 LT, IE= 303.48 24.00 RT, IE= 304.42 CONNECTION TO BE/ABANDONED IN PLACE " - t •\,�- _ py 33+00 15.10 LT, IE = 300.72 �` _.._.._. / 12 RECLAIMED av � & J.. t t 5s WATER _ sl+°° - cJ P 6' OFFSET FROM\iA rn. .... .._ ..�- - s ara R, RV ----Rv - --t - - .r T �. Hj ROW LINE _ ._ -- - _ -RYT� Rv v--- --RW �G+aD"• _ r Rv av � Y -- n .. --1-- - - -� -t --+- _ rrr - nr 1 3 +Go + _. m as+eo -- ..._ .: q ._-::max- "�..: ,. .- �' GR(��, 10" SANITARY SEWER ... to .._-fir. ..v"..r''k '." G FORCE MAI Y 1 - > ur_.: k 30? a E AS REQUIRED FOR w gal. _..-- --- -- -: _ x --� `- w[:.:- f`' .._. - -.... �; _-,•` ALIGNMENT (50' RADIUS MIN.) ._..._.._�.__._._ .__ _ y+r. ..- ._ J Z 1 5' OFFSET FROM n -_-- - �- - - - - STA 35+50, 2a' RT (� WSDOT R/W (TYP.) I._._. } LOCALIZE > zi EXIST GAS TYP. _ ( ) / v. BEGIN 10" SANITARY SEWER FORECE MAIN �. � WIDTH VARIES ,�, �' L�W AREA / P CONNECTION TO EXISTING FORCE MAIN \ ( EXISTING 10" y SEE DETAIL B ON SHT SS-29 AND NOTE WASHINGTON STATE t 1/2 LANE PAVEMENT REPAIR ZONE f }+ SS FORCE MAIN " ON THIS SHT 00 + ,�---' CORRECTIONS FACILITY �� PER DETAIL ON SHT SS-27 I � xo Of -- STA 35+32, 135' RT s �..�-Ss s ss ss ss--7+- +0 ss ss---ss------- ss �Q ss EXISTING FORCE MAIN REALIGNMENT / CC STA 33 �TE WORK ON EXISTING SS FORCE MAIN SEE DETAIL A ON SHT SS 29 `• n ,:_.._....---ter.__- STAFF BEMUST COORDINATED ENSURE�CONTINUOUS COPERATION OF W PLANTC TREATMENT -- ss -ss---• ss ss pt /�✓ - Tr _--�r�- 7 !--"err"-'- >,�._,.._.._.__ _-, AND NOTE ON THIS SHT TREATMENT PLANT AND CORRECT LOCATION OF - _ Ia 1 ire~' VACUUM RELIEF VALVE ASSEMBLY EXISTING FORCE MAIN as PLAN SCALE: 1=50 a� io € ..... .... FILL:LOCALIZED.LOW AREA AS:REQUIRED p COVER E< EXISTING:GRADE:: ....., 42` (3:5').MIN:COVER:OVER...... .. ....,..... ,......... ._i.... .... ..... ..... .. ....... > OVER:PIPE...':':';::'::'::. ..... ... .. ...RECLOMED MATER:IN HSDDT:R/W:::..... ... . ........... ..... ..... .. ... .. 305 i o .. TO MAINTAIN,MINIMUM: SEE SPECIFICATION FOR MATERIAL g 305 .. ... .... --- -- - - ----- - o .. .... .. ... ...... .... . .. ... .. .. ... .. ... Lo ......... ......... ... ... .. .... ... .. ... .. .... ... .. .. ...... :. .. ... : ... .. _ .... ... ..:. ... , } ..:.. ....... ... .. .. .... .. ... .... ....... .... . ..... ... 300 RECLAIMED 'Jr'ATER 9- 300 ... .. _:. .. ._. ._._-_.7 7 _ _-------- ---MAINTAIN ------- -- - - - - --- - o -.-.___. .._.-._-. '' -_ - - 77.7.1 .' PbSITNE ..:: . ... .. .. VALVE VAULT ..... PIPE:GRADE:CHANGE :.... ... _; . ........ ......... ...................E........ �� ::... .. .. .... > i....... pCzj:g M - .... ........... ......... .. 32+35..: ::. ss z ,;.... .. ...... :: PIPE GRADE CHANGE :...: -.... ..... ....... _. _ ................... ...:.........I......... .. .......... --+-- -- ----..._._._...----------------._...__. .. _..---- = 3003 ..,... .. ... ... .. 72 IaDPE-bR 21 T'2`N6FE...DR i3'S. ... s........ ..........I.........I.. ;..::::.::'. :. RECLAIMED:WATER:....... :::"::::1... ... ... ... .. ..... ..... 295 $ :: .. .'. .:PROFILE '.' .. .. ....... STA 36+34f .... .. .. .... ... ..... ORIZ: i=50:: ... ... .. ... i .... .. .... H ..... a� ... ... ...... _ i ..... ; . E_ :... .. .... .... VER". 1-5" 2 y 290 .......:.j:.::..':. .....:.; .... ......... ......... 40►00 1. .I. ` 90+00 85+00 90 25+0o RECLAIMED WATER(PURPLE PIPE) �m -P .... .. ....... ...... .... ... ....... .. .. ....... ..... ... .. ... ..... ... .. ... .... ... .. .... .... .. .. ....:: .... .. ... .. .. I ... ..... .. 1 .. ..... .... .. ..... ...... .. ... ...... ..... .. .... .. ..... ... ......�.. t ...... ...... ... .. .. t ... ... ... �o ................... I........ I'..... :!. ..I...... ..�.........t .. .....i .... .. ..... ... ...... l. ...... .. ....I ... ... ... ... .. .. .. ... .. .. .... .. .. :.::.'.. ........ . .. ..... .. .. .. .. 42 3.5'. MIN COVER OVER:..: .. ....... .. .. ... .. ... .. H :'.......: ... :"'SANITARY>SEWER IN WSDOT:R. I............... ...;.........I......... ....... ::::':' ..'i:.... ...... 10 HDRE _....._ITAR_ __ �- 310 310 ..... ;. _- _. .__ __ - -- - Y , . , .' . ...... ... .. ..... .. ..... .. .SANiPAtY'SEWER .. ... ' ...... .... EXISTING GRADE .... ........ ..... .. .. .... ..I ..I. 'lo ..... .I.. .... ......:�:.... .. .. ... .. .. .... . .. ...... ..... .. .... i'.. .... .. ... .. .. ... .. . ... .E. .. .. .. .. ... . .... .. E :OVER PIPE ... .. .... .. .. �3 :i: .... { .... .. o .......... 1 . .. .. .. .... . :i j' ..... .. .. ....... .... . .. .. i. ... ..... :I. ... .. .. .... .. .. .... .... E .. .. ...... ... .... .._ .. ....... .. .. .. .. ..... .... ... .. ....... .. .... .. .. ... .. ... ... .. 30S.. r05 .......'........ _.. -- - __._. - - -- - - . - - ,� _.. ------- - ----- - -- .: .. .. .. .: ....... .." .... ... ...: �� - -_ - _ �� ... .....:.......... .... ... .. .. .. .... .. : ... ... ... :::::.. :..... :. .... ... ::. :: :: .: : : ...: ... .. .: :.. .. .. a ...... ... ... MAINTAIN:. _o .. .. .... ..... ... . .... POSITIVE .:............ ... N. ... .. ,..... ..... STA:34+00# .. . EXISTINf 10 HOPE......... ..... ..... ..... 300 H /- ..�......... ...................... ..... ,. AL ACUUM'RE I VE ASSEMBLY ._.-.._:_._._..--- - - - .....GRAD __._........_ _ 3aa _._. _ --- - +_.�.._,...__��...... ......... _. ... _-- --- -- - --- INS7.._1_._V. Vv.M......_UEE...YA�.. -------- --... ..-... ---- - -- r _.._._..._......:............. ��.FORCE MNN...,.... .... ... - ...:: .. ....... .... t 0.1%:MIN : 40+00 .. . N ... .. APPRQ ::LOCH Q .. ... .. ...... .. .. .. ... ... .. .. .. .. ... ....t ...... ..... .. .. o ( X. L6 .� � tE�R 29556fN SHT .. ... ss 2a -.:- -. .... .. STA 37+50 ....... K. p < ...... .......'t. .. .....I.. .. .... ....... .. ....... ....... . ...... .. .... ... ... ... .. .. . K ____-- . 7% ... .. ....... ..+. .. .. ... ... .. .. ... ....... ..... .. ' --•----- --_- _ PIPE GRADE GRANGE. 2 5 0 295 :__"._- _....- -------- ^..:...:.- - ----- - - - - -- -- - :I -...__...... _...... ---,..... �. _ _. _.... -........................ ---- ... .. .. .... . - . -- .... ... .. IE .303 2 -- --...... ... .. ....i 1:.. EXISTNG 10 DIP . :j: - :::::;::::PROFILE:::::; .. ... _ �R SS'FORCE MAIN: .... . .. .... ... .. ... .. .. . .. GRIT:i l=50::. .. ; .. FIE VERIFY LOCATION AND:DEPTH .. !....... zH1e :..... H ...... :1:. ...:i (FIELD: ) a. R ... ....... .. .... ..'i: i. ..... ....... ... ... .. .. .. - ..... ..... .. .. ... .. ...... ..... .... ... i. y,�,•: +'�2 i .I �// i'... ., 07 ,. VERT 1 5 I: ' t � � 290 SS�ONAL 25+00 30+00 SANITARY SEWER 35+00 EXPIRES 2-17-OB 0 a E 0 iJ I PROJECT NAME DRAWING NO. n Q REVISIONS DATE BY DESIGNED $ JKD ONEINCHAT FULL SCALE. �N6INI-�RIN6 _ SHELTONREGIONALWATER CONVEYANCE PIPELINE _ 5OF32 N DRAWN IF NOT,SCALE ACCORDINGLY I� O u'1 n n JDF L * Y ENGINEENING.PLANNING.ENVIRONMENTALBCN:NCEB AND WASTEWATER SYSTEM PLAN/PROFILE PMX01401-CONV 1 zTI FN.ARAVENNE CONVEYANCE/RECLAIMED WATER PIPELINES CHECKED I CWO.En,wwmenlal JOB No. wMNPN.An , .N salsa - 216-2125-016 P01 T.15JBBJSRB��?SJ06JOA<G STA 25+00 TO STA 40+0 and-limbnal oe ,,.. SHELTON,WASHINGTON APPROVED DAT5ULY 2007 GO"'"II'n9 STA 5 +OOt �.. 1 / ` } i""\. ) \ / ; t\1 ( ;` \ �• \, TRANSITION T 5 F 0 FROM I N 0 OFFSET 6' OFFSET t ---'�' 1 �\ \""-���--_"'`�� ; � { / �" \ `.i t� � �-• \ FROM EXIST GAS ROW LINE � '. �__-,; ( / ,i '� \ } I •�-� ^..,"'^'.---- -.� \ �\ ` �s6�. i ,� '� \\ \\ � ! 1 it t ,� ,\��\ `, \� \ , �t 1/2 LANE PAVEMENT REPAIR ZONE { ` "�`, j 1 PER DETAIL ON SHT SS-23 FORZX \ / TRENCH AND SHT SS-27 FOR ROADWAY /�•.^.��` \ \• ••,� i '� . WSDOT R/W (TRIES \\ WIDTH VARIES .\� \��\,)\ ..12" RECLAIMED ` \ �\ - t t ` \ ATER \ _." STA 40+50 t il_ ./ t � i �' \ \ `F�, -' / END PI j' _ s.._, \ \ \ \`J \ v \ \�- 5' OFFSET FROM .... - J I / �-=-- B PE AS REQUIRED FOR.`'tt� ,� x / INSTALL 12" GATE VALVE \ L 1,,�,• 4. �� EXIST GAS I ` ).y` 1l �f y ``. --j t �� �.=_- _ _ (TYP•) / 1 ALIGNEMENT (50' RADIUS MIN I li S .DS i K--• 3v9 , __ .r-..•_-:^.,2. `````•• `` _ lu "fi RV + '• / RV ,s.. _..` _..:. •,,-"-s-....��� :r_..>'o--... -='b .�._..r_____.chY_I.,._- -�a�,a:,a...G+e_'r _�"'�-sl_-`+-�•� __ -''-.,.e::±y.;'�;,.�G.�. -_'_ "- W a i -� /_.,..,.. o J" --.-�•ra�� o Y".�`.. -u� iet+O�D`....,. ���_ - R ��0�_r::.:.:.�..,-�•^�+-.__�"-_..•_,w_ .„:-1-_-__�' _. 4440Q -.�.y«..__...,_,,._..-..�;__....-.I_.._••...•.<-',��:3„�-=.�=.'._ ..-.n-.^...",a.-.;"`_"--..... N-.�rS:7..-- T -.�-._..J.Lw-3J"1-.-.'.?. 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' : t= ASSEMBLY.F25' RT'....._ I)' '} �i � `---5' OFFSET FROM / �� -�•-.�,, �k...�\,�'"', '\\T�""�"`T;.:.',�;,__, " 'n o n ._ss- AIR RELEASE_ L.■-! m ) 1 €m \ " / n iic_....._ REVRADT ASOUND EO.�� EXIST TV (TYP.) io i 1.. `VALVE ASSEMBLY I I�,�20.9' LT � � PIPELINE DESIGN DATA PIPELINE DESIGN DATA f 10" SANITARY \ s ul ` AIR RELEASE I { _.._.n�...._... � / W �SEWER t t _ � � SR-102 STA 12"RW 10"SS FM SR-102 STA 12"RW 10"SS FM " N �\ VALVE ASSEMBLY '.\ \ �` �I 41+00 13.15 LT, IE - 303.37 24.00 RT, IE- 304.04 49+00 14.75 LT, IE- 302.44 21.99 RT, IE = 301.04 Y o 27' RT ( 1 3z � aw< \ \ 1�� •5 I � 42+00 10.51 LT, IE= 303.25 22.77 RT, IE= 303.67 50+00 13.25 LT, IE = 302.41 22.87 Rr,IE= 300.67 i TRANSITION TO 6' OFFSET 5' OFFSET FROM = - ' (r \ 1 '^•` 43+00 11.72 LT, IE = 303.14 24.57 RT, IE= 303.29 51+00 12.90 LT, IE = 303.14 22.48 Rf, IE = 300.99 FROM EXIST ROW LINE.[EXIST TV i� \ J \'•. .�t(.tt -y;l!i. .-... ksl� �Y n 44+00 10.91 LT, IE = 303.02 25.74 IRT, IE- 302.92 52+00 12.54 LT, IE= 303.88 22.31 ITT,IE= 301.43 Ib STA 41+50t - PLAN 45+00 8.66 LT, IE 302.90 26.77 RL IE = 302.54 53+00 13.74 LT, IE= 304.61 23.43 RT, IE 302.29 ga SCALE: 1=50 48+� 10.48 LT, IE = 302.79 26.83 RT, IE= 302.17 54+00 13.50 LT, IE= 305.35 22,85 RT, IE = 304.10 47+00 15.18 LT, IE= 302.67 23.74 Rr, IE =301.79 55+00 19.00 LT, IE- 306.08 23.71 RT, IE - 305.91 48+00 16.74 LT, IE= 302.55 21.40 RL IE= 301.42 la .. .... .. .. .. .. ... .. .... .. .. .. .. ..... .. ... .. ., EXISTING.GAS'LINE: .. FILL LOCAIJZEO LOW AREA A3 REQUIRED. �w .. ... .. ... :I: .. .i, .. .. .. .. :I. .,. .... .. .. ... ..:. ...... a ....... ...,.i :. ..:. ..'.'::.:::.:'.: .. .. :::i::'.. AIN:MINIMUM:PIPE COVER":. ._..::APFROX::000ATION .. ': TO:MAINT :::::::: :HIGH:PO]NT IN'RECLAIMED:WATER::.:......:.....:.. " :;t.:.. !: ::1..:.....:i.... ., ;... -� EXISTING GRADE ::I' :SEE:SPECIFICATION;FOR DETAILS. AND DEPTH. .INSTALL AIR.RELEASE;VAWE ASSEMBLY...,,i....... :.,.EXISTING:GAS:LINE,'; . 310 P OVER RIPE:.... 42"-(3_5')`MIN COVER iOVER ' - - - - :: . - _.-._........._._......._._.._....--...- +-- --._ ...._.__-._- �.. _.. . .. . . - -- -- .. ----.... ._.............................-..._P..ER.-DETAIL....ON._.SHT....SS.....26........_.... ..-_.........._._.._._...._.._..._._...._..... ....__.._...... O . T1pN o APPR_X.VO0A r t. .... REGI AIMED WATER iN WSDOT f2�W ' D DEPTH:AND DE. ....... I: •I� .... ... 30S - -.. ............ .. . : .. �. : :s - - - .... ._ 30 -....... ................_ ---- ---__« - ._-___ .__.._ - - --.- o _._ - -..._.......--__ -- -- ---... . 1...... . s NTF1N a : ..: .... ... _ ... .. .. t Z I .. .. .. .... MAI ... t� P.OSITNE: ....}: -I ... .. .. ..... ... .. .... .. .... ... .. _ ... .. ... _ ... .. .. .. .. .. E !:. ... . .... ... .. .. ... .. i. .GRAD.. :i: -1] M 300 POSITIVE:300 - a --- -_ -- STA.40+50 12 ,HD E,DR 13 i ILE'. ... PR `F 0_1 . Q 8 MIN i RECLAIMED:WATER:.GA VALVE .. i- .. .TEr., . IT IN RECLAIMED WATER .. LOW POINT .. . ... .. HORIZ.1--50 .. IE -s 302.3 E. .. E •'t .. .... - ... .. VERY'`1_5.. ! 295 Ea 295 ..... ....... :'......I,..,.,. ... ... ` 50 00 .55+00 'a 40+00 45+00 RECLAIMED WATER(PURPLE PIPE) + 's> r� .. .. .. ........ t I' .... I .. -is k A FO .. .. j . .. .. ; HIGH EXISTINRApE P0 T IN FORCE!MAIN:: . : .. + ...3 ' �28EX1 .... ....:�:OVER PIPE AIR:RELEASE!VALVE ASSEMBLY s . SNSS. NI : I:. . ,... .. ---- - _ 310 PER DETAIL:ON SHT:$5 ...... "..... _ 310 . ............_...._._...._.._..._..._........- - -_.._.._: 4PPREX.,k4ATI0 N .. bE-R _ -:...-_.................... ....----._. - ..... .........-.. IN WSDOT:R W:... AND:QEM . ....... :I Ea .. ... .. .. ; .. .. ..... .. .. .... ... .. ..t. .. .. a�-� .. .. ....:....:... .. . ... .. . . .... .... .. ... ...... 9E .. .. 30 - 5 - - Y I , no ... .... .. ....... ... ... ... ....... ao- ... .. .... :i _e MAINTAIN: ... .. P:p51. 300 .,. .. ,. ..... ., ..,. .., ...,,.. .. •y i. 300 POST : .. .;_.G?7ADE..i. ..,,..:. .,.i ,. .' ... ... ..:i:. .. .. ....... ... .I: :(: -MIN EXISfLNG.N:LINE... :. ..:......... ... D:IK 1 U' HDPE DR 13 5.. o .. ...... ... .. .. .... .. ... .. .. ... ... _. .. .. ...... .. APPR L ATION:: 0 19 MIN: .; .i: . OX OC ITARY.EWER {{ SAN.... 5.. ...... -I•:j: a _... I .. ... STA$0+1 DE t• L G7 D P?H a .. .. .. .. .. .. .. .. .. N FORCE N :i LOW POINT N 295 s x .... ...... .. .. STA 52�69 :o : 295 .."... -_-.�___--�:_-__.- Y:.-'_-- --t._'_.-.-... - 1-'-- _.. E._..300.6>..:.......... -----._..:._......._.... -... - .... _..-.. ------... --- -- - - -.-�-------------r- -- .. T.........I .......,. -_ PIPE.GRADE CHANGE .. .,.....I...... :' '... I: :. PROFILE E :.. I\ (::,: .:.'j'',.. ACUUM.RELIEF VALVE ASSEMBLY E - i P INSTALL V s PER DETAIL`:.ON SHT SS, 2B . i .. ... HORIZ:'1=50... .I i $o'•., seasalo f+4 VERY 1 G .. 290 fss/pN L EaG m 290 I A 07 40+00 45+00 SANITARY SEWER 50+00 EXPIRES z-17-oa 0 a E e 14 g 0 REVISIONS DATE BY DESIGNED �� / r�'n // PROJECT NAME DRAWING NO. St0 ONE INCH AT FULL SCALE. �N6IHRINV _ SHELTON REGIONAL WATER CONVEYANCE PIPELINE 6 OF 32 DRA�F IF NOT,SCALE ACCORDINGLY O U P I' ENc:Nee„I„c.vu„xiNe.eNviRON"ENLaLsciFNces AND WASTEWATER SYSTEM PLAN/PROFILE CHECKED PMX01401-CONY 1 I ,mFrrvu,«�e„oF CONVEYANCE/RECLAIMED WATER PIPELINES JOB O. SLMNE0.WASN�NGLON 99]90 216-2125-016 Pot I adl.E^c, to .I T.]Sf°fi]SLtBF25]B6]OB,6 STA 40+00 TO STA 55+00 one R,:cre°tra°OI SHELTJN,WASHINGTON APPROVED a DATE LY 2007 C-Ring �� \\ `•'I1�`_. \ �' t �,__1-'__ � {'�-,.•• � �` ! WSDOT R/W (TYP.) � Y \tip r\� \_ •._.._ \ \ \ �\\ \� '\�\ BEND PIPE AS REQUIRED FOR I \ \ 5 �� \\ 4s � '-r WIDTH VARIES � \\�\ \,\\L 1 ` No �.` �� �� Cis I\,._ �• �� ALIGNEMENT 50' RADIUS MIN.) AIR RELEASE VALVE `� L,,� �\\`��� :�„ �� BEND PIPE AS REQUIRED FOR�„ `\ ASSEMBLY, 22' LT � ALIGNEMENT (50' RADIUS-MIN) -� \\�1`C - \ \�` j \ 12" RECLAIMED L-j ��`��1�� 6' OFFSET FROM a _ �\ STA 55+50 �� �,V� J'� \ j try WATER : ROW LINE (TYP.) � w INSTALL 12" GATE VALVE '� ��d)}7 7 rt.�� \_./._ - - - - o N .' _ __ .. - 5' OFFSET FROM - _ - - - -- - --� -- - - --- -- EXIST TV P. Rw < _ -Y-c".._F-- - t_,.r...._ .... � _ =. -+\.__=�7r - ..... :-a--- - rrI,,am..:....�...z'•., �.,-.W:, .� Tf'\Ch3..s t`�� 62++W-.--�sa I_-� VR-RV _ -67 ...._... _. - RVs6+Dott wo ..... 00�+b71.00 _..Fb __. 3,flf z .,.--..�....-- 60+65 trZmo got m > ; l '-'tea. - ._.._._-..�_=�".-•,w,._m-___..._.rll...__. s_W _- -_..__.. __ ..- In �y _ - a AIR RELEASE VALVE - - - €m 0.7 RT __...10" SANITARY.-=;,�-.=:,.. _ -- _ -- .- ASSEMBLY 2 _ _._.._... BEND�PIPE AS REQUIRED FOR=:"�. •��;�.�....____-...-_._._.,_. "-"�- _ N .. ft •1Ti "8 _. SEWER r o.. __..._ -- .._:�::....-..........__:........_...�....-__._.� .-._.._..._..__._..__......._......._...:._ _.___._:_.AUGNEMENT (50' RADIUS MIN.) _. :.-:=��. ,.`�.=--� c"__"'/" u' ryry -PIPELINE DESIGN DATA PIPELINE DESIGN DATA -�__-.--- _:-__.._..�__._..__..,_. ---...._....._......._ � - _ _ 12"RW 10 SS FM .._._....._:_._.._._ -- ° - --- -.._..__..r _..-- -- __ :=. 6' OFFSET FROM ON SR•102STA 12 RW 10 SS FM SR-1025TA .._.-,__-___ _-.-;.._.. .-_.r------ -.._-•...._.:•- --' .:c- :;.`'v---. ..................-., - .. -~::_ -/1 -, 19.00 LT IE 303.95 21.95 RT, IE = 304.30 64+00 34.00 LT, IE = 301.56 28.37 R7, IE = 3atst _...._..._..._......_._-.__.- ,-- -„r'• "'-= - TRANSITION TO 5-c6' OFFSET FROM ti``;•- `tom.._ROW LINE TYP. �_ C�_- da __...--_-. '^`,••...�_ „ice- '-_._....-_- .- z 57+00 19.00 LT, IE = 303.14 20.66 RT, IE- 303.36 65+00 34.00 LT, IE = 301.33 26.35 Rt, IE 301.25 _, - OFFSET FROM EXIST TV:'EXIST ROW -� ✓ STA 67+OOt y - 58+00 19.00 LT, IE = 302.91 22.54 RT. IE= 303.10 66+00 34.00 LT, IE= 301.11 26.39 RT. IE = 300.98 ...... ,-�, •-✓"` ` ` - " "0 59+00 19.00 LT, IE - 302.69 1 21.54 RT, IE= 302.83 1 67+00 34.00 LT, IE - 300.08 34.00 RT, IE= 300.72 -`~----- Ia 60+00 19.00 LT, IE = 302.46 21.04 RT, IE - 302.57 68+00 34.00 LT, IE - 300.66 34.00 RT. IE = 300.45 PLAN - = 300.19 =_ 34.00 RT. IE SCALE: 1 50 8 0 _ 89+00 34.00 LT, IE - 300.43 ooG 61+DO 19.00 LT, IE = 302.24 24.29 RT, IE 302.30 =ry 62+00 34.00 LT, IE - 302.01 27.67 1 IE= 302.04 70+00 34.00 LT, IE 300.21 34.00 RT, IE= 299.92 I a 63+00 34.00 LT, IE - 301.79 27.64 RT. IE- 301.77 �� ... _...... ..... .... .. .. ... ....... .. .... ..:: : . :::::. "t :. .. .. ... EXISTING GRADE: OVER plpE.. .. v`r .. .. .... :i .. , .,. ., is _ I 305 . --. - - ; 1 m 300 : " - _..._ LA55.t.5Q------._. ---- ---7: --- �\, :. ... ... . t ,..,,..DR1 ... -N GATE VALVE... ...:.........:. DR''13.�fXISTING GAS•LINE � !• ...EXISTING.GAS LINE;.;::.:....: .:.. -., .� . "< - : 12 HDPE 5 ..• .. .. ... .... . �= 57A.56+ 0 " ROX. LOCATION:; .:.':;:.'i:::..•...; APPROX..,LOCATION.:!: .. I ......:G(2ADE:.,.:'''..:.. (: .. REELAf)AED WATER, APP I MIN.COVER;OVER.-i PIPE.GRA©E CHANGE ::::::._;,,.. 0.1 .. ;42' (3.5); ": ......... > AND:DEPITi::. ... '.... AND.DEPfFI.. MIN.. ..... i OTt R.,m - :i'. j r . ... ... .... .... RECLAIMED:WATER:IN:WSD /W.. IE:_.303:3;. ..... ... ! A 55+0 :........... ......... - --- : 295 I" t ST......4. .:...... --- ..-..--- .... "0 295 ..... CL ..... ......................__..................._..«.----._---"-----'*-_-_...__-.-.r--- + .. .. ..,.. ........ ....... .....-._i .',i• ... _G HI0+1 POINT IN RECLAIMEO.WAFER..: .. .. .... .. . SLY ....... ................. :... .. ... "s INSTALL AIR RELEASE nsS�M .......,. .. , PROFILE : I ' t PER:DETAIL )N _H. SS..28 .. ' HORIZc i-50 '� 1 -.:306.1 I: - g VERT i 1-5 290 .. !. 70+00 55+00 80+00 RECLAIMED WATER(PURPLE PIPE) ss+oo a< 0 ' .... . A 55t 0. I$T .....::.. I.,...., ...... 1. ::.... GRADE om HIGH POINT.IN.FORCF MAIN .......• ....... EXISTING EXISTING: LINE:. � : .(::: ....t....... APPROX.,LOCATION. .: 8 A _M LY ...,.,,..I......., OVER PIPE.: ,:.: , EXISTING TEL LINE EXiSANG TEL LINE g G ,INSTALL.NR.RELEASE VALVE SSI B _.....: .... ... a� !......... ...... ..!...,....,!........ :: " ... .. .... AND:DEPTH:' is 42 3 5') MIN CODER ..' 310 PER t.. (:.. DEVIL.QH SHT.'ISS-28 ;, APPROX LOCATION .....__ APPROX. 1OCATION_...1_...: �. . i---...---...... _.__.__ t ..... . ------- - -- :- -- - --- OVER-SANITARY SEWER... o 310 .. _._._..�. ... ..-_.. r...__._.-.._-_..... _:._: ....__.-:- "_'.:----_^-�-- - - --- - --- _ - AND:DEPTH. ... _ $.-..303.9... ....... ......:......... -- - - - AND :i: .. .. __ x i, E� .. .. t' .. .. .. .,• uao .. ..... .. .. .. I' .... .. .. ., .. ,. ......:I:. .. .. .. ..a , j , „ a- ........._......__.._........ _..._.-. .... .. .. ... ..... ... .t. ... .. .... " ...... .......,. 'I .. .. .... .. .. 1 .. ,.. vo .. .... .. ... .. .. .'I' ..... .... ..'i.. ., ...._.. ...,. _ .. ... ..... .... 300 I I:. : ... , .,... .. :I:. .. .. .... _. _ _. _._ .. _ ...... +..._. MAINTAIN - - - t t, _ - - ----- ,. .- .._.. ! :EXISTING 7ELLINE 70+00 -_- t------r'--- E i' POSITIVE .. ... E EXISTING 7EG ........ .... - o x : .. ...I....... .:.. ... : .. 10- HDPE DR 13.5 : ;: ... .. .... .. _.. :APPROX.:LOCATION APPROX. LOCATION ......... I:': GRADE c ..... ....:(:._ f AND:bEP.TH.. u;� AND DEPTH SANITARY SEWER :1: 0.1X M .i t IN f:.... .. .. .. .. .. .. ... .. .. .. .. ,. K. .. .. ... •, .... ..... ..,.... ..A .. .. .... 295 ... ... ,. .. ,. .. l�:of s 295 ___.. -__-.-___..___-...._.-_. ............................_.._.........; .. ___ ___ _ _ __ -_ ... f.. i. .STA 56+.,0 ...........................I....,..,. .. ... . `..: !- ........ ......... .. .......... .... ... : ,. .....,,: .. PIPE GRACE CHANGE,........ .. I t i, .I_. r. _. •-r. t._ : • I:' �' PROFILE _.�_.... , ....... _ 3015 i :.... {:.. HORIZ: 1 �o• 6.,, .'�� R VERT: 1=51 290 290 ;. ..;! ...:• ,I:: ...' I' .. 85+00 SroNAL E 07 Y ..,.. ., .". 55+00 60+00 SANITARY SEWER EXPIRES 2-17-OB o E NI Q REVISIONS DATE BY DESIGNED !I�y r PROJECT NAME DRAWING N0. g JKD ONE INCH AT FULL SCALE- {N6IN RING SHELTON REGIONAL WATER CONVEYANCE PIPELINE 7 of 32 DRAWN IF NOT,SCALE ACCORDINGLY / A O II A ENGINEERWG.PUNNING.ENVIRONMENTAL6MWE6 AND WASTEWATER SYSTEM PLAN/PROFILE JDF Fl V u r PMxolaot-coNv 111 1 R.MAVENUE CONVEYANCE/RECLAIMED WATER PIPELINES m CHECKED I sun"eR,wnsmncron eeaw SS-4 a' 216-2125-016 POt ����•E,Arw.ntd ,,,,, 5128 F.,,a.s _ STA 55+00 TO STA 70+00 and Recreational ".."e."mew.w:,, SHELTON,WASHINGTON �.f APPROVED DATEULY 2007 ConeWUnq a J \ I �^Y -- ...__ __... _ t _.., , 3 / I ,....-.....I.., �`w. �,J j I i o / � .� __ I I\ 11 ,, � . "i .# f'` 5' OFFSET FROM 1 . C, } `PAVEMENT +RESTORATION / $ l ; EXISTING GAS f E\\ �\` s�9� PER DETAIL ON SHT SS-27 J `• 6' OFFSET FROM I ✓ ! / / i � BROW LINE (TYP.) ' '! 12" RECLAIMED I�� �� �l� 1 `-'u'� <p /// 6' OFFSET FROM i i WATER 1 \ w ! ! , � N I 1 i __�� -___._-... �� 4 +n IN ( ) WIDTH VARIES ES(TM D ��� UI .", N -°'----.... ._.raRSL-.._. ._.*V.a , R1t. RV`�_`__. _. ./m/^' - .,. _ I«_�r _... _Z:.:�.�__. , t ` - __ ,c::,,,,.m:_- .. .-. --- - ._ ._ a_.._ ._RV _RY. - '�' �"Ree' _ _ - .__ __.. .. _... .__ .. .-..- - ._ -- O -, w _...__....._-_ ,_ ...... ....... ..:__.._--..__.�..c.-�-r o- .�.:�.,, ._..__.�_"' -.__. '_ ...=-- ....._ - RV RV .pV _- - -_ - _. .._-... \- _ __ - s -•,::c=.-._..... _ _ :_...,�w._-...�_..r-�- .•_... .,-.- ......; j!I?'."._mmmmmmmmmm,�-- -_-- /"""' rxx. ..�:_::"^' .�=�:..,^-� _. _. .. -._. zii•.!� 'R ._ .�W..., _RV_. RV _._. - .�C m•.._.---• �rTdr . " g 72+oB 4� # �._ -'m _. -:r. emu,.:,.. _,fir"^ :L - _ ...- -• s,.. _ ;7`. a_ _.,,...1 51 x f"` _ la+oo _.- x4+� �. �r P ---.err q -' - - o-- ----}".-,-h-" _ u.. ... �, �.. 7 `` -...._... ,. :01..! r - _ _ "'""�'_- ..._t'1''.-_ ;._...tom-.=...<_._ c� +- _ 75�pp 8+0p y U ...-.........__._............. .. +rw .. w. ---�'�'F' ^-x,5� .x ,. .::E1L" -`"�"'.._�"'i----�' I v+td 77i00 .... ..IB ' 80+00 _ - ._ ~.I "�0;._ <• -...__.� .,_ff1 .. :�..:«.:.=...an --eu..,......:..,,�.•®.w•�-,.•yuww„wa»....-....- ...u--++..�,.,„ - - .. - - % ._...< f .. _s.w:.,....•--.,,--..mF .... ....._�_-..:..f.! _. �._. •t.. L. _ -}.. _ .81 B2+W B3 0- -'C-1 - 2 ",/,+,d m "". - + -' .,- - ___ _- ��-'3L..:b, .pc, -._ .-� .__+�`* ......_. __. . - ES SS 4 f-x ...m-. d3t-.. ..`��� .._.: 3av__..�_._i r_._ ,v_.. _..w:,,_.... x ,-.°a,.,._. rr N __ .-_ _ _ �_--'c e \. _ ��._- _ ._ t 5a 9 ......-.308_.._-., , '6 ,..._'- , ^ _ - - __ 1 _ - _ _ ( 3c,-/ arn ' �.._._._....- -. V r 'y ......._. _.- GRAVEL DRNEWAY RESTORAT ON "" - �"- PIPELINE DESIGN DATA PIPELINE DESIGN DATA i . _- ` o� _____ PER DETAIL ON SHT SS-23 //�,�~ --^ -. `: _-.- _-_...__, -_.._ d- SR-102 STA 12"RW 10"SS FM SR-102 STA 12"RW 10"SS FM - -i-"y_lm TRANSITION FROM 6' OFFSET TO 5' OFFSET FROM `; ' -� r i' SE SANITARY ( �� u._...,."--'r..--= t:..=__ .. °' 71+00 34.00 LT, IE 299.98 34.00 RT, IE = 299.66 79+00 34.00 LT, IE = 2s7.7o 34.0o RT, IE= 297.54 7 SEWER ✓ ; ("-` FROM EXIST ROW LINE"EXIST TELEPHONE { 72+00 34.00 LT, IE = 299.75 34.00 RT, IE- 299.39 80+00 34.00 LT, IE = 297.00 34.00 RT, IE- 297.27 -,- `J�-} �_ t50t __<1�.,-"1y�5'`OFFSET FROM =o _..- 1-- �� �! ---�_•.� /'_Y. -FA 83 73+00 34.00 LT, IE = 299.53 34.00 RT, IE = 299.13 81+00 34.00 LT, IE = 296.30 34.00 RT, IE= 296.49 '� •--+ •EX$T TELEPHONE _� / - 74+00 34.00 LT, IE - 299.30 34.00 RI, IE - 298.86 82+00 34.00 LT, IE - 295.61 34.00 RT, IE 295.37 J gi$ 75+00 34.00 LT, IE = 299.08 34.00 RT, IE= 298.60 83+00 34.00 LT, IE - 294.91 34.05 Rr, IE = 293.69 PLAN 89 76+00 34.00 LT, IE = 298.85 34.00 RT, IE= 298.33 84+00 34.00 LT, IE = 294.21 37.48 RL IE= 293.12 SCALE: 1=50 =S 77+00 34.00 LT, IE - 298.63 34.00 RT, IE= 298.07 85+00 34.00 LT, IE= 293.51 39.88 RT, IE= 292.00 a- 78+00 34.00 LT, IE - 298.40 34.00 RT, IE = 297.80 .... ... .. ... .... ... .... ... ...... i� .. ...... ...... .. .. ...,.. .. .. ... .. .. .. .. ... .. ...... ...... % .. 'r ,i. ... .i:. .. m . :I; g .. .. ;i. .. .. ST{N LNE: x sn cns X I. .G: I :.E UN . .N. .. I:. . EX NG .. O I. RODE ' . T �.. O . L 1. �> PR 9CA N TI AP ....PR :I" ..AP N". i'v ':c cA.o .X, 4 . ... 303 .. •OVER I COVE PIP . .5'`"M N ;.::;:'::.:'::: D D PT OVER �.. .I. : ANPiH: .':: ::.: ... AN....E..H:.... ..I:.. - - -- - ... f - -. - ....... P ,...._-- :.:. 1�. - _.._..... ........._.._.. _.....- ...:...:...:..:..:..__....._._...-.... ._..i__ --.. _ - 305 _...__ ..__._.._---......_._..._..-__ __ __..�__..__....._..---..._..._._. ._ , --° --- RE-CWMED'WATER IN�MSDOT R P14 8o . . rt. --i 1. .... c .. .. .. .. .. .. ... .-. ... .. •t .. ..... # .. ...'#' .. .....,... .... ...... .. .... I• ....... ... .. .I' .... ... ...... .. ..... - .. .... .... .. .. #' :i: sTi ... ...... -, .. .. ... .. - .. .. .. .... ..... ... ... ... ..-.. - .. .. .. .. .. - .;1 .. ......, .. .. ... ... -. .. ..- .. .. ... ti -..V N .I .. ... ... .. ..... .. ..... .. .. ...... - .. .... .. ... ... .. -... -... .. ... ..'I:... .. I t ... p ... .. It 30 I• : NJ .. .. .,. ........, ... .. .. ... .. .. .. .. _ 7_ _`_, __��� . ....... .... .... .. ,: ...... .., .. ... ............ i :,. , - .. .. -..,o ..._.-_. _.._...__..._...____.................._..__..._ r .... .. .. .. .- --- .......:I .. ..........,... .. 'i, ..... .... .. ....... .. .. ..�� ... .. ....... .. ....... ... ... ..... - - .. .. .. .. .. .:i:.< .. :i:.. ...... ... ,. # . s� .. .. i.. .. .. ... ... .. .., ... ..,. .... - .. .... .I: ... ..,,. f, .... .. .. -I :}, :I: ..... } .. i, .....,.. .... .. .. I,i� ... �I: ;I, I' 1- .. .. .... _. .. i { .. . ... :I• •i ... .... ;I: 1 :.5' .. _� 12" HDPE'DR 3 i' ... :I... 5 29 ::.'I::.`.;,..; ..:.. RECLAIMED WATER' .. :�'.... - -- ;.. - - -- :': ..' :i. -- -- - - - -- - .56 295 - -. - - :..:_.__ _.-i _a _._.._.__. i........... ........... .... ..... ... .... 78+0 '..... :per i.. • ... , .. ... .. STA' Q OS{7NE:. PROFILE . XS .... ... ..... I:. :I: PIPE:GRAVE:CHANGE.: G.. RADE:: ... _... . .. ... ... ....#... ... I: ... .. ...... �� nCRiZ. 0 MIN' ...... .. .. .. .. :I: ... ... M. .. .. .... :I: - :i: ! ... .. 290 E9 ... v�RT: :-J ,. ...I... .t. .• .;. I. .. E� 70+00 75+00 RECLAIMED WATER(PURPLE PIPE) ea+oo 85+00 -.. .. -� :I: j: t ...... . ... is .... .. .. .. i ..... .. .. :i: .. .. . .. . . ... . _, . {' % i I I_ ..... .. ;.. 4 3. I C0 R ii M'I 2" VE r '� SI� N 9YE, •i ' .. ....... .. �i i i• _.... :I' ... . . TRW ' .... ARY R'IN:. SDO is SANITARY 'I: 'r.. IT W.. 7 I' .. . i; I; S is __ 30 :I:;...:;:. . .. . 7-7-77 __._.._..: - -* r .. -.. {_ Y EOVER Nf'IPE i. I-.x T.. .... .. 1 :- ... '...:.:.:: .... .. .. .. .... ... ... E �r ....., I �. .. is .. .. �}- i' 'I' . .... ...... �: I °§ _. .. : ..Do I is I: 9 .. .. ...,. . .. 300 . I ... .:._... .. ., __ ._. __ S ... _.... ,. #: 300 ,. a_ -_I...-- _- r---- f. ... i ... ... ...... , .. ... .. .,. .. -�... 1� ...... , ... ... .._.. _ .:i .. .. :.. '.........: ..... El ... .... :.... ....:..... ..... - ., . .. ... .. . .. _ ..... .. . ao .. ... .. .... ..... .... .. .. ... .....,. ... ... .. .. .I .. :I; .. .. ....;I: ... ...... . .... .... ... .... ....... .. ... .'#'. .. ....... .. .. .. -. .. .. .I .. -- 10" HDPE DR 135 ' MAINTAIN' 295 ,. ,, ::.: :` .. .. i. ... I' ..... i I: :. . ::. ;. 295 SANITARY StIYER #_-_.-.__ :.' .....- POSITIVE --- i .. ........:........ I.I...,. . ... ... ... .. ....... .... .. ......, , ,.I - .. .. . M ... ..:.....:':.::; ,. GRADE' I' ... .. .. ...........�.. .. .. .. I i'N� .. ;i: ... :I I' :I:o x . .- r. ... % 1. M. is + .i• �FA 80 40'' 1�1' MIN I: .. .. r .. .. .... ... .. .... .. .... .. IPE GRADE�CHAN GE'• .. i P i. '#' .... .. .. .. .. 15 I I .. I 7 2'i.. I 29•I� .. is z :i: 290 I:: ;. x ..I:: 'I ...... ....... ....... ..... i 111 i i # I i 290 - --- ----- -_ _.._�.__- s _ ... . , ---- .- .. .... .. .. .. .. .. f .. ......... ... I. ...... ... 'I: I: I: i ..... ........... ..::t..:.... .. .. ..... ... .......%.. ..:.. I :" (: f: 70 0o PROFILE : I. .. .... ......... .... .. .............. .... . ............. ..I _ ..... ........ t I :! K. op� -.. . _.. HORIZ,r1 50 ,..:I: -. ...:i:...... ! 'f'RA•^.'6 .. .. ... ......I. ._.... ` .. ..... _ .. -...... .. ... ..... t' v _fib :,W. ! i'. 'I' ......:i:.. VERT.'1 5. 28s r?t c.o� ... .. ...-I........ . _ ...._ ... .. 80+00 ek 85+00 - 75+00 SANITARY SEWER o'. 't.:ve°hp4°.'G2 SS�ONAI fA Iz o7 N EXPIRES 2-17-08 PROJECT NAME DRAINNG NO, 8 A REVISIONS DATE BY DE,A E �'�'� RING lWhI CONVEYANCE PIPELINE 8 OF 32 ONE INCH AT FULL SCALE. bII, SHELTON REGIONAL WATER N DRA JD FILE NOT,SCALE ACCORDINGLY V if O U P �+,AF ERciREEaiNe.vuRRiRe.euvia""rnERln�sciEncEs AND WASTEWATER SYSTEM PLAN/PROFILECHECKED PMX01401-CONY 4D_ ,z3,rnrwAveNue CONVEYANCE/RECLAIMED WATER PIPELINES Sal=rJ JOB No.216-2125-Ot6 P01 "'''E""r..t nI°� STA 70+00 TO STA 85+00 and Recre°tbn°I SH ELTON,WASHINGTON APPROVED DATE-LY 2007 cen.ulunq < JU STA 95+50t IE?p._ \ 5' OFFSET FROM \'" _._.__ TRANSITION FROM TO 1 OFFSET� FROM -_.._ - - - OFFS FROM EXIST GAS EXIST ROW LINEF EXIST GAS (TYP.) BEND PIPE AS REQUIRED FOR --- ry9� ALIGNMENT (50 RADIUS MIN) _.- STA 86+00f TRANSITION FROM 6' TO 5' OFFSET -� . WSDOT R/W (TYP.) -n '- ti - WIDTH VARIES 1 OFFSET FROM ROW LINE FROM EXIST GAS ad x -tir _/ . ��st ry _.. $ I ttr -: _ =✓✓<t_.�_-1."�- 12" RECLAIMED -- Y -RV�4ca WATER 6' OFFSET FROM - - - E " �= -" - - - EXIST OFFSET FROM I �-'� /� `.'"^ >� --------� - _-- t � �-.y� w•-� -��_.�a� O,ST ROW LINE M I � d'I ROW LINE} �` - 9 1�. _ Y- 11t. •_ -- aB x //d4�i ,.� ;- � ./�_�-- - ;••� •, �' ..BEND PIPE AS REQUIRED FOR •=:� .. � �'�'"' `�-•."�- a ;'"'= \� \ ALIGNMENT 50' RADIUS MIN -� ` ey x .. ,� . � i""' .i \` �.� ``� ''$. �� -►t4 "•r^W Via:: ._"-•U<•-_..,,,.�_I. d-.-.. -...�'" ,n- ;may 5 OFFSET FROM , < F EXIST TELEPHONE I 1 'I 1 TRANSITION FROM 5' OFFSET TO 6' OFFSET ---"'_-- - -- `rF l ) t 11 FROM EXIST TELEPHONE FROM ROW LINE BEND PIPE (5 REQUIRED FOR / ( ( STA 92+50t ��J �Q ALIGNMENT (50' RADIUS MIN) j/ - `� 1 i/ 10" SANITARY j / _ I / � SEWER - - + J \ -' ��/ 6' OFFSET ROW FLROM INE \ $ big o PIPELINE DESIGN DATA PIPELINE DESIGN DATA Sy SR-102 STA 12"RW 10"SS FM SR-102 STA 12"RW 10"SS FM ----zna- 86+00 27.32 LT,IE - 292.01 31.59 RT, IE - 289.70 94+00 24.88 LT, IE - 283.04 34.00 R1, IE - 284.99 i 'zes zas 87+00 27.39 LT, IE = 290.52 46.82 RT, IE = 287.40 95+00 24.81 LT, IE = 283.30 34.00 RT. IE = 285.27 __. 88+00 26.91 LT, IE = 289.02 54.70 RT, IE = 285.10 96+00 30.00 LT, IE - 283.57 34.00 RT, IE - 285.55 �i 7 ` �''"•� -`"'-- - -���-- `-' 89+00 26.91 LT, IE - 289.52 54.70 RT, IE - 283.58 97+00 30.00 LT, IE - 283.84 34.00 RT, IE - 285.83 e PLAN Iit 90+00 21.78 LT, IE = 286.07 34.97 RT, IE = 283.86 98+00 30.00 LT,IE = 284.11 34.00 RT, IE = 286.11 S. 91+00 16.71 LT, IE = 284.52 35.34 RT, IE 284.14 99+00 30.00 LT, IE = 284.38 34.00 RT, IE 286.39 SCALE: 1=50 V 92+00 21.19 LT, IE - 283.03 34.54 RT, IE - 284.42 100+00 30.00 LT, IE - 284.65 34.00 RT, IE - 286.67 93+00 25.10 LT, IE = 282.77 34.00 RT, IE= 284.70 . ..... .. . < .... ... ........ .... .... .. ....... ...... ... .. .. .... .... ......... .... .. .. ... ... .... ....... .. ... .......:} ....... ..... ....... ... . -STA 85+U0 ... .. .:: ..... ... .. .... F ... i ...... .. ... ... ..... .. ....... ... .. .. ... .. I:.. ..... ........{ ... .. .. ...... ...... .... .. .... ..... ....... .. ... 8 PIPE:GRADE CHANGE .. .. ... {: ... .... .. ... ...... .... i. �41 _ GRADE:.. :j'.. -1. ....... 293;5 ... ... ... f7(ISTING I' ... :1:..... .. ... ... ..... .. f ... ... ... ....... ... -. ... ... .. ... .. ... ... ....... ... ..... .. .. ....... .... _ _ _ 295 ... is ' N o ... - - -- - - - - - __. --. -. OVER-PIPE _-- -- - 295 .. _- - --- - _...... - - --- -- _.. STA 92 29'... .... .... ..... .... :..........: .. .... 42 .5 MI S .. .. :;::.:.... RECLAIM WATER .... .... RECLARMED WATER: E W 282 6�N R .. ... .. .. ..... i:: ..::: ..... ... IN WSOOT R/W ..... ... .. g 290 -- .._.. _.- _:_. - -- A1AI . ------ 20 E NTAIN 7.j.:. $< 0$177VE. .... 12' HDPE DR 115 . ... DE ... g� 0-iX: :: '�� 285 MIN _ ...... _ ... �_.....__ . ¢ :.:. 285 .............. - ............! ---- -.� -' _.-{-- . -:.. .. AI ExlsrrNc:cAs:uNE ; PROFILE ::POSRNE aH APPROX. LOCATION: ....... ..... ":::. GRADE:.::::: y .. .. .. ... ........ .... .. ... .. . 'E ":: AND DEPTH:::: HORaZ: 1=50 ":: .. .... . .. ... .. .. 0 0I. VERT::1=5 ... s: ..... .. .. 280 5� 280 ... ........ 95+00 100+00 0.1% MIN e5+00 RECLAIMED WATER(PURPLE PIPE) 7. so+oa "m ::. ":: . i.. :.: .'I ::.. P .. 85+00: .. :i':' i'..: .. . ....... ....... :I ias sTA .... :t:...... :j.. . �a .... .. .. .. .. .. .. .. ..... .... .. .... .... .. .... ...... .. .. .... .... ...... ...... ................ ... ....... .... PIPE GRADE CHANGE: ... . ..... ..... . 'lo ....... .....i:... .......'I .. .. ... ... j ..... ..... .. ..... ... .. ..... ..... ; .. ;. E IE = 292.0.... .:'.. ... . . ;:':' :.. ....... .. ... EXIS....;GRADE _ 42" (3.5 MIN 295 __."......_._._......_. :: _. -I._... COVER, OVER.. --- - - .. '77- -.- OVER {'If'E , z .. 295 x ^``._ .. ....... ....t. .... .. .. .... i' SANITARY,SEWER _- i ..... r ._... .................. :.. :I....... .. ....... .... :IN Wsl ..... ..... ......... ... ..... :{ .. ... ... .... i ....... F ....... .. .. ....... ....... .... .. :{. -I. ...... ...... .. .. .. .. .. .. .. .. .. ... ... ...:i:. ......... 6 .. .. I .. .. ... ... .. ... 290 Ei .!.. .. ... _ ....._...... ..._. -- -- - - S` .. .... ...... i...... ..(.... .... ... .... .. .....-.... .. _. _ ........ .. _q_._. .. ... ... ... ....... .... ...... ... ... ..... i s 290 .. - ._....._... .. .._... ..-_-i._. _. -_.. .............. .........__. _-.-. _._... _.. _-.. ...... .............. .. ... .... .. ... ......... ...... ..... .... .. ..... _. .. ...... ...... .. 1 ... .. ... ... .. ... .._.. ....... .. .. :amq F� i... .. .... .. .............. .... .. .. .. .... ...... ..... ..... ....... ....... ..... .... .. .. ::. .. .:.. : : : ... .. ..... ..... ::. _ 1 ....... ...... .... ..... .. ...... .... I ..::... .... ::.... ... .... ... .. .. 1..... .... ..... ....... .......:I:. _._ .... ... . .. .... ...... e ...... .. ..: ....... i........ ...... .. .... :I'...... :..... 285 �pO ... .�1_ .... --- --..._ -- - -- - .... .. ....... ....... 1 .t 285 ,..!IfAINT ....:..........._..__._. __.-_ __.__ ......_._ _._...__- - MAINTAIN 11.11 . ..... ".::'... AIN. N POSIT "...::. :::}::.:':: .... _ :POSffNE.':... o .: ( ....... . .... .... .. ..... GRADc GRADE:%:... .. .f%1 ..... .. D .4. ,... .... ... ...... , ... ... ...... ......... ... .. .. ... .. ... ... 1�. " 10"'HDPE DR:13.5::j. .. .... ..... .. IIS MIN..:.................. ... .. ... 280 < _SANITARY;SEWER ._._. _.... _...._._ ILE ;. STA 88-r,70: .... 85+00 PR MAIN OF ..i3OW.POIJ�IT:iN.FORCE.M.. :HORI[ 1 ... .. .. ...... :. .. ... t, .. ...... ... . . . .. ..:::: s pF'ies' .. ... VER 1=$ 275 i m 9...c 5 - - 95+00 - - - -- - - 100+00 so+oo SANITARY SEWER ��'•., xsFT �nss/'�st�•�G�2 B °7 i4 EXPIRES 2-17-70B HROJFCI NAME DRAWING NO. �� 8 0 REVISIONS DAB DESIGNED 9Y JKp �tiGINAIN6 CONVEYANCE PIPELINE ONE INCH AT FULL scwLe. / n SHELTON REGIONAL WATER 9 OF 32 N DRAWN JD IF NOT,SCALE ACCORDINGLY / A 0 0 r PLAN/PROFILE ENGINEERING.PUNNINO.ENVIRONMENTAL SCIENCES AND WASTEWATER SYSTEM Iri JDF pMX01401-CONV 1 I 12JIFRYMAVEN CONVEYANCEIRECLAIMED WATER PIPELINES CHECKED I �,�;,.E��;,onm,nln, F,;� STA 85+00 TO STA 100+00 SS-6 218-2125-016 POt rxsaews,:a nne Revemlono� .P.,.ma,�=om SHELTON,WASHINGTON �,1 APPROVED DA�JULY 2007 Consu�rng STA 106+50t � ,• -. --_ TRANSITION FROM 5' TO 6' OFFSET FROM L• OFFSET FROM EXIST GAS EXIST ROW LINE - - "-�- WSDOT R/W (TYP. ---- -- ------- --- _ t-sas-. WIDTH VARIES __� ----_- - 5' OFFSET FROM ��' I L-z3x'- STA 111+30t - �l STA 101+50t "" -'- - - 0 EXIST GAS __.�-.��_-___. f '1,> �� � to P TRANSITION FROM 10 OFFSET TO 5' OFFSET - - �- TRANSITION FROM 6' OFFSET TO 5' OFFSET LOCALIZED LOW AREA N 1p FROM EXIST ROW LINE FROM EXIST GAS ~~ 28Y BEND PIPE AS REQUIRED FOR 6' OFFSET FROM6� FROM EXIST ROW LINE FROM EXIST GAS % 1 W 1 zee ALIGNMENT (50' RADIUS MIN) EXIST ROW LINE / ,. _ tNFi1 231 �� �� as 1 2s3 / EXIST GAS' OFFSET FROM �` (w .l.i TER RECLAIMED ....._ l �( ICI-1-2-3 -_- /' WA w-RV RV ._- r"--c,�p,_..- _---"__'_ __"�-___.._...•Yw': '--�� _.. --_._ _..-. --.._. _. -._ _ _- _ .ae-- _s w __._..- ."" "�_-_R -. -..__..-o ._.. �1/ Rv bird•'- -p--:-': _�- _ ._ _._.- ._,R11L ._. z �-- .R1L_._. LR11_-tee.-Rv _ - _._.- _ ..a,-. --�--..---.=,-�- --'-� ._... __ _ r,. -m--_'._..-err-----nr-' -_._..__ .._ =-�-�- ..'.- --RV > t01+00 __.. '�jl- _. .. • _. .... ..- 12+ _ --F---""'__._ t..-.'•-e_. ., Q t02+00-. _-._._-_.. _ _- _. JJi 1 .-`-F__u.'":` .. � 113a� _ - to3+ao too ---r'D5+1rir-^-�=_-�-;----. } - I- _-nJ---- � +`oo __ ,,. --ram<.,_.,._:_ _ { rr--_t� _._. _.-_,mEOD m_ -.tDm+tr� ---ter _ 1 - ... _._.. F ....... far___ �__.•."... » _ - - - _ m Q( _ �.,. -v- ....:.°,._ .»t.� 3W:$ .... n..._.. *n-,.,...:.- ",.m"..:._" „• ' °°". - ...,` = _,v In ...�_...�SS�-r - - " - ss 'r F to' OFFSET FROM /` \/ \✓� ` ��-`94- 6' OFFSET FROM - PIPELINE DESIGN DATA PIPELINE DESIGN DATA 6 {-n EXIST ROW LINE j 10' SANITARY EXIST ROW LINE / 111 SR-102 STA 12"RW 10"SS FM SR•102 STA 12"RW 10"SS FM SEWER ) VACUUM RELIEF _- �� VALVE ASSEMBLY �i j 101+00 30.00 LT, IE = 284.92 34.00 RT, IE= 286.88 109+00 33.51 LT, IE = 287.07 34.50 RT, IE = 288.54 102+00 29.94 LT, IE = 285.19 34.00 RT, IE= 287.08 110+00 30.66 LT, IE - 287.34 37.40 RT, IE - 288.75 o ....-. - �� '``'•• -� 103+00 27.70 LT, IE = 285.46 34.00 RT, IE = 287.29 111+00 25.62 LT, IE= 287.61 42.48 RT, IE = 288.96 c 104+00 25.46 LT, IE 285.73 34.00 RT, IE- 287.50 112+00 24.77 LT, IE - 287.88 47.80 RT, IE 289.17 la PLAN 105+00 21.97 LT,IE - 286.00 34.00 RT, IE - 287.71 113+00 24.50 LT, IE = 288.15 53.15 RT, IE- 289.43 g 106+00 23.75 LT, IE = 286.27 34.00 RT, IE = 287.92 114+00 - 24.28 LT,IE = 288.42 58.41 RT, IE = 289.69 SCALE: 1=50 ryry 107+00 34.00 LT, IE - 286.54 34.D0 RT,IE- 288.13 115+DD 24.34 LT, IE - 288.69 58.59 RT, IE- 289.95 S 108+00 34.00 LT, IE - 206.80 34.00 RT,IE = 288.33 J .. ...... ........:. ..... .. ...... ... .. .... --- ..... ... ... :... :.. .. I¢ .. ....i .. ..: ...� GRADE .. .. I .. ... ... - ---- -------- - - .. .. I .. EXISTING - - 8p is .. .. . I: ' ... 4:pa OVER:PIPE:. :i: .. j• :i: ;: ... .. .._ t I' . .- .. V1 .. .. - .. ,4• ....... .. .... ... .. .. I: i- 290 290 - .. - - - --- ........................ .. ...._..._......_._......'».:: ......__ . - -.--. -- .... --- ____L_ -__- e._._.._.__..__:.. t� .. . _N 00 _ 285 285 :.. .. .... .. -_- _- _ M INTAIN -- -- - » A -- - - ... . CCV'ER OVER _. 3.a,) MIN:.. z ...f: I....... :i...... .. . RECLAIM€D WATER=IN WJDOT R/W :( ... �RADE•� 12"�HO�E DR�tt" .. _... .. :E:. ,,... .I: .. . -I I .. .. .. ...... .... ... ....... ... P i .. .. ...... .. .... .. .,. ...... • I. �T R:. . ... �RECLAI M EDWA E :i: 280 12..t3DP*.OR.f. S.♦.12 .tiDPER.t T....:.........:.........:..... .. o ..... .. .. .. .. ... .. ... ....... .. .. .. ... .. ... ....j" ... .. ..:i: ... .. .. ... ... :i:.. .. ILE�o - PROF ... .,. t: .... .. ..:STA ant:+00 .I .. ah ....... �7215 :. .. .... VERT:.1-5 :i: :I: Ea 275 .. .:.�. . . .., ::::..':(:,::: :::::...:," .. #:. , 'w 100+00 105+00 RECLAIMED WATER(PURPLE PIPE) 110+0° 11s+oo �> I Lo - ... .. ,.,.,.....I...,,.,..:.. ... ...... .. :: .: ZC.0`V.ER 42":(3.5')'MIN_ :OVER:...i.,. : , ,. ,. FILL:LOCALIZED LOIN:AREA:AS:REQ. .. .. .... .. .. .. :'1':: SANITARY'SEWER::: EXISTING GRADE TO:MAINTAIN:MINIMUM:PIPE COVER OVER PIPESEE:SPECIFICATION:FOR:MATERIAL IN:WSDOT R/W:.a .... . . . 295 1. ..-O 295 D LOIV AREA Aa FI LOCALIZE ---- - -- -- - -- --._.t..--- -�-----_ - - - - Y QUIRI_D TO MAIN AIN MINIMUM ----- a- R1.. .,,....-I.. .:. .:i - r .. .. Tp PIPE COVER _ . .:...... ..:. ....:........ ....: .. ...... .. 9 E _ ( 290_s : - p 290 i -- -- - - - -- -- i j j u� ..:. .. .. ... .. .. .. .... ... . vo. .. ... .. ..i: ... ..... (... ... ,n .. .i. .... .. .. .. ... .. .,,. ..,. :i� ... ::MAINTAIN � - ;: .... + .. .... ... _ .. .. .. .. i .. ...... ... t .. ... ... ..... .. .. ... I: 285 h .... N .. ....... ..I...,.. S' : ,p i 285 ----..-..-....__ ----_ _�..�..... _ - '�_ ___�__.__...-..«..._ -- --: -N _. _....._...._..... _......-_}-.-_.-_..._.. ...- -t + :. -.,.. ?-. GRADE - -- -- -- 15 00 I:. 10" HDPE DR 13.5 is ox I 1U5 .. ... .. .. ;D:17. MIN.! •t. .... ... .. .. :"4`. .. ... . R:: 'BLY�� .. .. SANITARY!SEWER::: r �i� INSfALLi VACUUM RLIE[ VALVE'ASSEM I: t: .. t bN H. SS-28 i .. .. is YS EfA1L o�PER�D � I' ... s. t'a }: 'I' ... ... ...... ... .. ... .. A•.. •'F S•. 7 X ..., 280 'I 1. .... .. I' ._ . .. ..:.:I:.:.....'i .r„ f , : ... .. : :j: , .. PROFILE `" -. I .. -I. j' I. : ...... is � ( zs.Te i.. .. .. :j' .. ....I. ..... HORIZ: 1=50 i _ r 'I {' .. VERT•'1=5 .... .. 275 m 275 .: .. ... .. .. ... .I. .. :I: .. 'r'. i ... : .. ... :I ONAL Q//�p'7 100+00 105+00 SANITARY SEWER 110+00 EXPIRES 2-17-08 0 a E iJ n Q RENSIONS DATE BY DESIGNED � (�/ ��It / PROJECT NAME DRAWING NO. `MD ONE INCH AT�FVLL1SCALE. �IITIIN'E'fISINTI SHELTON REGIONAL WATER CONVEYANCE PIPELINE 10 OF 32 DRANK IF IN - ENGINEERING.PIJINNING.ENVIRONMENTALSCIENCES AND WASTEWATER SYSTEM �F D PLAN/PROFILE CHECKED PMxolaol-CONY I t SU ER. A�ENUE CONVEYANCE/RECLAIMED WATER PIPELINES GNI, Recreational ,�z3.1$1�,INGTGN o.. STA 100+00 TO STA 115+00 SS-7 a 216-2125-016 POl sa esasse r aaaos osas p�eCon.vNiNt9 Rpl ,-w SHELTON,WAS HIN GTON a APPROVED DATE LY 2007 SR-102 CROSSING SHALL BE EITHER JACK/BORE OR MICRO-TUNNELING, 10' MIN. AS WSDOT DOES NOT ALLOW OPEN CUT CONSTRUCTION. 10" CARRIER - SEPARATION o PIPE TO BE ENCLOSED IN 18" STEEL CASING _t *jI ---- 1 j I;• t _- t s (30' MIN LENGTH, 60" MIN COVER OVER CASING) ` ' _ __ I' - , 6' OFFSET FROM ", i I I / i x -SEE DETAIL ON SHT SS-29 1-.........._ t ;`j- j ; t/ i EXIST ROW LINE yl> ft i L _ � I" I 1y I ii 1 LOCALIZED LOW AREA I; ^ �...ti STA t 17+00t I 45' BENDS W THRUST BLOCKING ,It rn AIR AND VACUUM RELIEF / STA 127+55 j t- rn - VALVE ASSEMBLY, 54.6' RT PER DETAIL ON SHT SS-22 (TYP.) ri tj 1= INSTALL 12" GATE " t j WSDOT R/W (TYP.) 23.76' LT I o �. TYP. OF 4 BEND ASSEMBLY PER I �� WIDTH VARIES (f` „! 15" SS ` I,� ( ) STA 119+OOf t t o = 6' OFFSET FROM DETAIL ON SHT SS-26 - i i# I�ht'„ STA 127+50 �C u, = 1 2 LANE PAVEMENT REPAIR ZONE ------ #I I _I w �, PER DETAIL ON SHT SS-23 FOR J+=d 11 \I` 8' SADDLE REDUCER {-EXIST ROW LINE 5' OFFSET FROM EXIST GAS \ I 1` 12- RECLAIMED _-. t t 23.76 LT �_•.. _ TRENCH AND SHT SS-27 FOR ROADWAY �; „ (1 WATER -- g rn 13 (BOTH SIDES) ! �y a z tr01 LOCALIZED LOW - � j ..�� RA. �i „� . 129+00� ,- „-�_. _^_•----.._ �'` AREA � t / Itt �� _ _ � _.,r...---'•� t -, . ¢., ue n ,` .:._�._, •- - _..._ __.. .-..._ 1 v - _ --... �_ - _..L___ _. _ ..._: - � --,• CONTROL POINT - I �\ i25+00 ..r N ---+�- - `+ _ ._r , 2 _ x RE - 0 - FER TO SHT G _ _T...r- m In ;.. .c.. > _._ T-�x=,�"'^• _ -�-__ �.- r,12��_ ,L .::�Yn-- ��.::: ,,r.__----12� ,:,-' 2�e --- -^.=�,c,.t""pm„_;�'- � - �t�- �- �"- �.�.�. �MH1... <`�:...,,...�,•._..- 10' MIN. --� T g �..,���.- _'-•_• :�� SEPARATIONs STA 127+61.1, 13' L 1[r __ht?.t}�. __-= _:.{ _. .._ _ - ;.-:-'.. _ ,-___....-.._._...._.-•-•- ( ) =•N •, ...r BEND PIPE AS REQUIRED FOR:i= -=-*i : -_.- _ _ _ - _ .. 10* SANITARY y ,a ,- - _: "-=w �° 60 LF SANITARY SEWER STUB-OUT FOR WSP - - ALIGNMENT (50' RADIUS MIN) -`� `:*-' �_ SEWER ,- TYP. -. tI 8" PVC 0S = 0.4R o l � 1bZ IE = 293.72 PIPELINE DESIGN DATA PIPELINE DESIGN DATA c, o„ � g'tP' �q;� i \STUB-OUT TO BE CAPPED FOR FUTURE p SR-102 STA 12"RW 10"SS FM SR-102 STA 12"RW 10"SS FM ��Ca Ala /' CONNECTION AND MARKED WITH SIDE SEWER I MARKER POST PER DETAIL ON SHT SS-29 8 z 116+00 23.88 LT, IE - 288.90 5o.se Rr, IE - 289.22 124+00 23.90 LT, IE - 290.57 13.90 LT, IE - 291.69 �, �\ l7 . .8 117+00 31.23 LT, IE - 289.11 32.88 LT-17.66 RL IE= 288.50 125+00 23.86 LT, IE- 290.78 13.86 LT,IE - 292.15 i �� tg` tt2. / t N I 0o t18+00 33.90 LT, IE = 289.32 23.90 L7, IE= 288.96 126+00 23.82 LT, IE = 290.99 13.82 LT, IE = 292.61 ` �\ ` , ` 8" HOPE RECLAIMED WATER STUB FOR WSP NOTE: BOTH WSP STUB-OUTS CROSSING SR-102 SHALL BE 1 t19+00 25.06 LT, IE - 289.52 14.99 LT, IE- 289.41 127+00 23.78 LT, IE - 291.20 13.78 LT, IE = 293.Os STUB-OUT TO BE CAPPED W/ 8" HOPE EITHER JACK/BORE OR MICRO-TUNNELING, AS WSDOT DOES NOT 00 120+00 24.36 LT, IE - 289.73 14.36 LT,IE - 289.87 128+00 23.75 LT, IE- 291.59 - PLAN FLANGE ADAPTER WITH LAP JOINT FLANGE ALLOW OPEN CUT CONSTRUCTION. STUB-OUTS (CARRIER PIPES) FOR FUTURE CONNECTION AND MARKED TO BE ENCLOSED IN 18" STEEL CASING 121+00 23.79 LT, IE = 289.94 13.79 LT, IE = 290.32 129+00 23.71 LT, IE = 292.16 - SCALE: 1=50 WITH SIDE SEWER MARKER POST PER (40' MIN LENGTH, 60" MIN COVER OVER CASING) P� 122+00 23.98 LT, IE = 290.15 13.98 LT, IE- 290.78 130+00 23.67 LT, IE = 292.73 - DETAIL ON SHT SS-29 SEE DETAIL ON SHT SS-29 is 123+00 23.94 LT. IE - 290.36 13.94 LT. IE- 291.24 _ ... ._ .. _. ._..... ...... ....... ..... ,....., .._._. •...._. .. _.., ._._ ... ......... ......... ......... ......... ......... ... ........ .. vw ......... ......... ......... ......... ......... ......... ......... ... :::.: ....... .... ::::: ....... ....... "a f....... RADE:::: N ......... ......... ......... ....w...., ........ ......... ........ ........ ......... ......... ......... ......... ... .. .. ... .... > ......... ::::: ....... .pVER:PIP :::::...: ::::::::: ...... ........ :::.... . .42.{3,5 .. ..... ......... ......... ......... ... ...... .. ......... . .. ..... ......... ......... ......... ......... ......... ......... ..... ... ......... ......... ......... ... ... . ... ..... ::::: .. ......... ...... .. OVER,RE INMED,WATER. IN..... ......... ... :::. s ......... ...... ......... ..... ... ......... ......... .... .... .... ....... ....... ....... ..... ...... ....... _- . MINIMUM m 295 WBDOT.R .... .. .... ......... -..... ......... ......... .... .. ... No .. ... .. .. .... .. ..... .... .. .. :: .. ... ..... ... .. .. I ::: 295 . . ... .. .... .. .. .... .. :1' -& ......... ......... ........ ......... ......... ......... ......... ......... ......... ... .. .... .. ... .. ....... ...... . .... . . . ... ..... - .... ....... ... ... .. ... ... ... ... .. :::: .. ::. ... ... ... .. ... .. .... ........ .... ....... ....... ..... .. ....... ....... ....... ....... ......... ....... . ....... . ..... ... . 290 ow ......... .... .... ........ ......... ..... ... .. .... ....... .... ....:.::: ._ - - ---.. -{ ...... ......... ......... ........ t< -- - --- -'....... ......... ... ......... ......... .... .. ..... :STA:127i50::::'.: ::STA:127 :55::::.: .. .... N ... .... .. ..... ......... ......... ... ..... . ......... -. ......... ......... .... .... ......... ......... ..::::: ::::::::: ::::::::: ::::::::: :: .:... ... ..:txl ING:GAS:LI :::g".. DI:E:REDU�ER:::'.:: ... OATE:YA VE:::.::: :: �N - MNNTAIN. ......... ......... ...... .. ......... ::APP OX :LOCAII :lE:�.2 .3..:.:.: ......... ......... ....... . ......... ......... ......... ......... ......... .. . GR ......... ......... . _ :POSITIVE:. ......... ......... ......... ......... ......... ::::::::: ::::::::: :........ ......... ... ::AND:R .... . t9 STffi:: NG::.. No ......... ......... ..... .. ......... ::GRADE:* ......... ......... ........ ....y.... ::::::::. ......... ......... ........ ..... ....... ... ... ....... ..... ....... ....... .... ....... .. .... .... 91. .. ....... ....... ........ 285 . .... ... .: ... ......... . ....... .... .. . ... .. 285 EXISTING LINE.. ......... ..GRADE.:-----. __ __..- --� :._H� __ ..t1- -'--... ---- ---- -- - ....: -- - --. - -...__. --- - ......... ......... ......... ......... ......... .. N8 II.S%.MIIV. ......... RECiAIM D:WATER:: ......... ......... ......... .. .. ::::: ......... ::::::::: ::::::::: ......... :::::.: :.-:::.: :...:::.: :.:.....: ......... :........ ......... .....:: :::: ::::::::: APPRO)i.: OCAtIdN:: :........ ......... ......... ......... ......... .... .. . Eg Eo ::::::::: :::::.::: ::::::::: ::::.:::: ::: ......... ......... ......... ::.::.::: :::: a ::::: ::::::::: ::.:::::: ::. ::::::.:. ...... ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::. :�::. ....: .......:: ::......: :::::.:.: :.::::..: ::::::::: ::::::::: ......:: ::.:..... .........�......... .. RT .. ......... ......... ......... ......... ......... ......... ......... 1 280 rm 115+00 120+0o RECLAIMED WATER(PURPLE PIPE) 125+00 130+00 's> t N 80 .. ......... ......... ......... ......... .. .... ... .. ....... ... .. .. .. ...... .... .. .. . 11 +QO.._.I......STA 1 5.. �m ..... ......... ......... ......... S IN ALL AIR.AN .VACUUM. EXISTI......... ......... ......... ......... ......... ......... ......... ........ FILL LO ZED LOW: .EA:AS::: .. ... ........ GAS LINE €� .. ......... ......... ......... ......... ::::::::: ::::::::: :.APPROX. LOCATION :. ... . .....RELEF. VALVE.A SEMBLY... ......... .....:::: ......... ::::::::: :::::.... REQUIRED TO.WiNTAI .MINNOM• .. .. U ..... ..... ......... .. ......... ....... .... :: :. .. . PER DETAIL:ON SHT.SS-2 PIPE CO. R:::::::: ::::::::: :::::::: :...: ::... 300 'CWAN ELtZfD'Mli FLOWLINE Y ......... ......... ......... ......... ......... ......... ......... EXISTI G GRADE - - - - --- ..... ,.. ..... ......... ......... ...... LIVER I?IP :::::: :........ .... En .... ( ) .. ..... ... .. ....... ... .. ...... ......... ....... ......... ....... ......... ......... ......... ......... ...... .. ..... .... "a ....... ......... ..... .. : : : n a ....... ......... .... .... RECLAIMED. ATER.IN.W DQT...... ......... ......... ......... ..... ... ......... ......... L ......... ...... .. ......... ......... ..:::::: � �::. :.....: .. ..... .... ..... .... .... v E :::::: ::::.:::: ::::::::. ::::::::: ......... ::::::::: ::::::::: ::.:.:::: ......... ......... ......... ......... .:::::: ::::::::: ::::::: :::.::::: :......... ......... ... .... .... .... .. ....... ......... ......... ......... ............ ......... ......... ......... ......... ...... .. ...:::. .....:: ::..... ....... ....... ....... ....... .... ....... ....... ..... ....... 295 295 ........ ......... ......... ......... .... .... ......... ......... . .. --- - ........- - -- - ...._. _ ...... .. _ .__. . ..---- --:... ----:.-- -....- ----- ------ --- - ------..: ..- - ..... ......... . ' ..... .. .... ":.: . ........ .. .. ... ..... va .. ... ..... .. ... .. .... ..... ... .. .... .. .... .. .... .. ... .. ...... .. _e .. ........ ......... ......... ......... ......... ......... ......... .. ....... ......... ......... ........ ......... ...... ....... ... ......... ......... I........ ......... ......... ......... ......... ......... .. ....... ... ..... .. .. .... 77p. ... ........ ...... :::... ......... ......... ......... ....... ......... . ......... ......... ... ... ... ....... ...... ..... ... SLOPE ......... ......... ......... .. ......... ..... ... .. .. 77777 ..... ......... ......... ......... .... o ff' ... ......... ---:_..__....... ....... -__- ---. .:':::::: ::::::::: :MAINTAIN: :: .. .... ::#=IH 1 48 0:-Nq:III: H':...`: :. �K.:�'e: 130+00 0 ......... ......... .... .... . . �Iri ::::::::: ......... ::::::::: ::::::::: ..... ... :POSITIVE: :: :: LL ::::::::: ......... ......... ...... .. ......... ......... ......... ......... ...... .. :::: :::: :..:::RIM =::287- (MATCH:E STING GRA E):::::: ::.:::::: .:S:=:D;t ....... ........ ......... ......... ....... .. ::GRADE:: .. ....... x ...... ......... ......... ..10•" HDP AR 13.5:: ::::::::: .::: . ...::IE IN::_:293' (1D.":FM: NY.:::: :: :.::::..: ::::: .. ::::::: K. p. ::::::::: ...... E�C1511NG & :L N6$. .... ......... ..::::::: .. 0.1T..MIH .. ..:::: _ i ....... ..... q .SANITARY SEWER.... ... E:O11T:_: 90 (15' E}::: :.: ......... 285 �`1!orTase�3 285 ......... -APPROX.: OCATION b D1=P'fk. .....-- ---- - ----- ----. _:_ ... --- .._.. ....... ....... ..... .... - .. - - - ......... ::::::::: ::::::::: ::::::::: :::::.... :::::PR II:E:::: ::::::::. ..... :::::: ::::::::: ::::::::: ......... ......... ......... ......... ........: .:. 1. ::: : :::.. :::.. . R 5TEEL.G. tN .. :::: ORIZ: 1=5b::::: ::::::::: :::::::::1::::.:..: IE ..29.8..2.. ......... .. ......... ......... ......... ......... :::::VER7: 1=5...... FS•...s 'e ......... ......... ......... ......... ......... ......... ......... :::::::. ......... 280 .. . . ..... . 280 S/ONAI Ea 115+00 120+00125+00 o SANITARY SEWER EXPIRES z-17-o6 E PROJECT NAME 6QREVISIONS DATE BY DESIGNED ��� r�1 LLN I1LL DRAWING N0. N JKD ONE INCH AT FULL SCALE. {II`IIII11` _ SHELTON REGIONAL WATER CONVEYANCE PIPELINE 11 OF32 DRAVM IF NOT,SCALE ACCORDINGLY . AND WASTEWATER SYSTEM CHECKED PMX01401-CONV I 11 t♦ I 0 U P ENGINEERING PIANNNG.ENVIRONMENTAL SCIENCES CONVEYANCE/RECLAIMED WATER PIPELINES PLAN/PROFILE ,:]I ER.AR,�ENNE SUMNER.WASHiNGTON 99]90 SS-8 219-2125-016 P01 c, En-atieOml i.25]003.SRecEP9.0fi]09E6 STA 115+00 TO STA 130+00 una Ree euuonol -,.o„me,,u em SHELTON,WASHINGTON < APPROVED DAIEULY 2007 Conwlting .............. co 12' RECLAIMED 6' OFFSET FROM V) WATER EXIST ROW LINE V) MI-12 MI-14 1-J t7i STAMI-13 STA 136+61.1. 13' LT WSDOT R/W (TYP.) w LT 10' MIN. WIDTH VARIES r'�STA 141+00 12" GATE VALVE uj LOW AREA 4? MI-15 INSTALL V, ' I,1,30+61.1, 13' LT MH6 STA 133+61.1, 13' LT ; K I SEPARATION (TYP-) LOCALIZED V) STA 139+61.1. 13' LT was , 142+61.1, Rv Rv S Ry 15- ss (PVC) 3' LT Lj Rv , -I-- -- 1 1 z _____1-32+DO Rw RV ' ' 7,7--�--- - '' c�3: - ------------ - 133+00 4- - 136 RV Rw I Rw RV > 140+w-, ss 44'. 739.0 0 RV Rw RW--I 1 43+00 144+00 0 4-1:4,f.., s, z + ..7= En (n m ............ ............... m IC 2,6.7 140+30 11" z CONTROL POINT <AIR RELEASE VALVE REFER TO SHT G-3 m ASSEMBLY, 18.3' LT r-7 j PIPELINE DESIGN DATA PIPELINE DESIGN DATA 12"RW zl� STA 12"RW >SR-102 STA SR-102 131+00 23.63 LT, IE= 293.00 139+00 23.32 LT. IE- 295.15 132+00 23.59 LT, IE= 293.27 140+00 23.28 LT. IE = 295.42 IS t 0 133+00 23.55 LT, IE = 293.53 141+00 23.24 LT, IE- 294.83 134+00 23.51 LT, IE = 293.80 142+00 23.20 LT. IE- 29 PLAN 135+00 23.48 LT. IE = 294.07 143+00 23.17 LT, IE= 292.92 23.13 . IE- 291.96 SCALE: 1=50 136+00 23.44 LT, IE = 294.34 144+00 137+00 23.40 LT, IE = 294.61 145+00 23.09 LT. IE= 291.00 138+00 23.36 LT. IE= 294.88 q 5' STA 140+30: FILL:LOCAUZEQ�LOW:AREA:::::::: :::, HIGH POINT IN:RECLAIMED WATER- STA:141+00 ...... INSTALL AIR:RELEASE VALVE ASSEMBLY: -V .......... AS:REQ.:TO MAINTAIN: GATE VALVE: ING:Gwl�: 42"�(3.5'):MIN: MINIMUR PIPE:COVFR....I'll. ................. EXIST I........ . PER:DETAIL:ON:SHT.SS-28 OVER:PIPE 300 ...... :OVER RECEAIKQ:WATER IN a ,:qw:: ...........- ............ .......... -------............ 300 T. R/W ................................................................................................. ... ...............................I......... ............ ....... .......................---------- ................... ..........--.-JE 295.5 .......... ... .... .... ........ ........ . ............ ........ ......... ... .......- ..... .......... .. ..... mw ........ .......... ........... . . ...... 'EXISTING GAS:LINE ...... ,::::::q,:::: -. .., , , ....:: :1:::::::::...... ----------- w w. ................. ...... ....... ...... ............ ...... q >�7APPROX. LOCATION .......... w ......... .. ............ ...... .......... ...... ........ ........ AND DEPTH a ........ --------------------......... ........ ....... 295 -77- 7.777777. ........... ...... 295 7-.7.1-.............. ............................. ......... .......... .. ......... .......... MAINTAIN PROFILE m.. ..... ..... wa ------- ....... :MAINTAIN POSITW ....... ------- ................... ... ..... POSITIVE HORIZ: 1=50: ..... .... RECLAIMED:WATER ... ml ........ :0.:I+%:MIN ..... ...... ... N- ..... .......... .... ...... GRAD . GRADE :VERT: 1 5: E:o 1%. ......... .. 290 290 .. ..... ......... ... ..... .. ...... -- 140+00 145+00 130+00 135+00 RECLAIMED WATER(PURPLE PIPE) PN to a ......;... ...... .......... ....... . ............. ......... w a ...... ......... ...... ......... ......il....- :*MI-16 48-6 TYPE:I mk, E 1 a.... ....... ...... ........ EXISTING GAS LINE- w q ......... OVER PIPE RIM 29.8,004::(MATCH:EXISTING.GRADE): .......... ......... ....... :LQCATIQN: ..... . ........ . ... .. a ............ ig i .....;-....... ...... IE IN: :290.25 (15*:W) ......... AND:DEPTK ... ... ..... ........... ... ....... ...... ......... ........:I:::::::::I ...::::::::::::!::::---- - - ............. ........ ..... ......... ... ... ...... . .... >1 300 300 ...... ........ .......... . .. ............................ ---------- =._....----- .................................. ......... ........ .... ..... ...... ......... .7Jam ...... ... ......... .......... ............ .......... .......... I...... ....... ....is . ........w .... ........... .. ..... .. ......... ... ......... ........ ......... ...... 15� SS ........ E I ... 6-:SS: S���:::1 ....::!*,... ..r 9 ... 6 S 045%- 2 w w :1:5" ts 0.15% .... ...... 295 -.--N::.::....... ..... .....r.........�* %..; ... 0 S 0 15% ....... .........;....-...: .... 295 ............. ...7\7 .............. ................................................. ................................ -7 .................. ......... .......................... .............. .... . q w. q w o ........ w a q .... ... ...... ........ . . ....... ... 290 1.:SLOPE: ...... ....... ......... .......... ......... .. ........ 7 T 77. . .. 290 ............ ............. q ........ ....... ......... q .................. w q. .............. . ......... ......... ......... ....... MH2 48"0 TYPE Ill MH: ...MH3 48"0 1YOr f MH ...... ...... ..... 285 q ....... ......... A w w MH4:48"o TYPE I IAH ............................ .............................. 285 298.661�() ftH 1XISTNG GRADE).. RIM --.299.00i MATCH EXISTING ... .............. 30 145+00 oYd 7 0. T .........7 ATCH EXISTING GRADE)::: ........- - � :RIM: :299.50± (MATCH:EXISTING:GRADE) JE IN = 292,A5 :(1-5":K iE IN .�:291.90 (rl�5�:W) . ... .... .. . .i....... IC:IN:�-�291.35 (15-�W)::::: .......... ...... IE OUT 292.35:(1 5":E) ::::::::*:::::IEAN :"-�290.80 (1V�W): IE OILIT. 291.80:(15*:E) ...... IE OLJT�� 291.25 (15".1):m:: lb ........ ...7 ........ !,--::': IE:OUT:;-- 290.70 ('15- E) ..7 280 ............ ............ ......... .................... ......... ......... ................... .......................... ... ... ........ ...... ......... ............. ................ ...... .... .... . ..... PROFILE . . ................ :HORIZ! 1=50 q. 2647 .......... VERT: I=5: w ........ .... 275 NAL . ............. ........ ...... 275 ......... o7 130+00 135+00 SANITARY SEWER 140+00 EXPIRES 2-17-08 r!szcs iJ 41111-/1�R, 4,�- S.S J r3OO 77� REVISIONS DATE BY DESIGNED PROJECT NAME DRAWING NO, A JKD ONE INCH AT FULL SCALE. SHELTON REGIONAL WATER CONVEYANCE PIPELINE 12 OF 32 DRAWN IF NOT,SCALE ACCORDINGLY JDF -nU NXWr-- ENGINEERING.PLANNING.ENVIRONMENTAL SCIENCES AND WASTEWATER SYSTEM PLAN/PROFILE PMX01401-CONY ENIJE CONVEYANCE/RECLAIMED WATER PIPELINES CHECKED JOB E,Arwmentol -ION N- SS-9 APPROVED 216-2125-016 Pol -'.`;ICR.-timd - S�AELTON,WASHINGTON STA 130+00 TO STA 145+00 "ll-Y 2007 --Rg ,- STA 148+00f, 12" TEE I _- - y INSTALL 12" GATE VALVE AND 2" BLOW ( f OFF ASSEMBLY ON STUB SIDE OF TEE SEE SHT SS-26 FOR BLOW OFF / { : - MH7 .....�/� ASSEMBLY DETAIL i' A ) STA 145+61.1, 13' LT i It i ! STA 157+20f 1 I }v STA 157+45t, 12" TEE �1.- = j t INSTALL tY GATE VALVE AND Y -__.__ � 1 ! -BLOW OFF ASSEMBLY ON STUB 6' OFFSET FROM - ..--'' INSTALL 12" GATE VALVE 1 i 8 y ` 12" RECLAIMED ( t EXIST ROW LINE WSDOT R/W (TYP.) I I MH8 (PVC) MHll t\ �� I `FOR BLOW OFF ASSEMBLY DETAL 1 SIDE OF TEE. SEE SHT SS-26 WATER J I 15" SS PVC WIDTH VARIES I _ •�,.,,,..i �•�' ! J STA 148t61.1, 13' LT / �I 1 10' MIN. STA 157+61.1. 13' LT SEPARATION , $_ NW � (TYP.) t - - IN--":= v 1._�. MH1_ _..--.,.._� STA0154+61.1, 13' LT \ -- 20 LF � STUB-OUT C W wxa, __ _ _ - -OUT TO BE CAPPED FOR FUTURE 10 ��.. - - ay ems,-, R� -- �` _ C NNECTION AND MARKED WITH SIDE SEWER 10 14-, R 1(,?„ ,..rXrf - : r _ - - -".----nv-- -1- -- •._� �/ wR 1+c _.. �. . T - --�._-' MARKER POST PER DETAIL ON SHT SS-29 %•T .,,._...__........ T --�'`_"y°�.'�y- -••..�;��""A1'!�/."^.-".'..+rra-• --- � �^�-�Y�-_.�' 6Q+G0 I! I_ .,.:_ :y'-ro".:'' 'a-._'.ti:'��-"'.-"�-y�..,`••a=-�a":.'� .n.....-�}..�---(...�... ._. � ��mmn�x`�+!Cxm:•--.sm.. __ -�'�'�- -... - 299 _."�-"` - - _ _. i��.. + - - ..--.....__ MH9. -- -. (` 20 LF STUB-OUT TO R/W LINE �^ 12" PVC 0 S = 1.0X \ I -a f_ .. -y __.. ., - r-, STA 151+61.1. 13' LT ._.. ._- STUB-OUT TO BE CAPPED IFOR FUTURE `� I I ~✓ �_ _.._ , l \ EQUATION STATION - N.s �MATCHLINE, SEE SHEET SS-II ' rn \ STA 151+94- I STA 4+00 FORWARD , to CONNECTION AND MARKED WITH SIDE SEWER / - ._----'�� �� I AIR AND VACUUM RELEASE -�''r� I! � \�\�\..� STA 56+71.21 BACK � ........\\! MARKER POST PER DETAIL ON SHT SS-29 s VALVE ASSEMBLY, 18' LT `< g I I` SR-102 CROSSINGS SHALL BE EITHER JACK/BORE OR } jj ( I -" / J j' / �JD1-_.. 2 i MICRO-TUNNELING, AS WSDOT DOES NOT ALLOW OPEN CUTi z `- PIPELINE DESIGN DATA PIPELINE DESIGN DATA I % i o saet iEni sav / ---a9s-- o t CONSTRUCTION. 12" CARRIER PIPE TO BE ENCLOSED IN 18" STEEL in ,i ' SR-102 STA 12"RW SR-102 STA 12"RW + x __� I 8 9r I 1/2 LANE PAVEMENT REPAIR ZONE oy �- CASING, 18" CARRIER PIPE TO BE ENCLOSED IN 24" STEEL CASING r': I PER DEfNL ON SHT SS-23 FOR _.�,---- tab+00 23.0.5 Lr, IE = zs1.9e 154+00 22.74 LT, IE- 295.35 �¢ ! BOTH CASINGS 30' MIN LENGTH, 60" MIN COVER OVER CASING) 146+00 23.05 LT, IE = 292.95 155+00 22.70 LT, IE = 294.24 ( 1 w I I TRENCH AND SHT SS-27 FOR ROADWAY SEE DETAIL ON SHT SS-29 / -� STA 157+45t 148+00 22.97 LT, IE - 293.93 156+00 22.66 LT, IE = 293.12 1.I /`-� `„`,` 149+00 22.93 LT,IE - 294.91 157+00 22.63 LT, IE = 292.00 ;0 150+00 22.90 LT, IE = 295.88 PLAN o$ 151+00 22.86 LT, IE - 296.86 SCALE: 1=50 0 7 152+00 22.82 LT, IE - 297.59 I o 153+00 22.78 LT, IE = 296.47 .... .... ... .. ........... .......... .... -. ..... 5 EXISTING GRADE COVER PIPE'. 42 ;(3.5'):MIN OOVER:OVER .... ":: .:::::: 9iI --- STA:1.45+OOf .. .... .... .. ..... .... .. ..... .. .... .. ... .: .. :::::. -� DECLAIMED,IVATER:LN:: -`. ".': .......: :: . ...:: LOW:POINT IN _ N o WSDOT:BIW.. ... _ - - ---- - -- -- - - - - .. -- 300 ..... RECLAIMED WATER _. - -- - .. - - --'- -- ------- - - --- - --.. -- ---- - --- -- _.._.._..._- --.... ............ ":: ;J12` HDPE DR t1:. ::.: .... ... €a E.r.291.Ot �/`�" RECLAIMED WATER; ... ----/ �g :': ::: _�'.. 12 TEE ---��--� .;. :' 12"'GATE.VALVE...' ': ...... 18" STEEL CASING:'. - '-"�� 12" TEE295 - STA 1 WATER: r 12 GAT HIGH POINT"IN'RECLMMED E VALVE INSTALL AIR AND:VACUUM: PROFILE MANTAIN POST 15? ��-�- GRADE RELIEF VALVE ASSEMBLY :: GPAD _.12".HDBE DR 77 MAINTAIN POSLTVE PER DETAIL ON SHT SS-28 HORIZ: 1=50 E O.]X MIN::.:.: :: .. 18.STEEL CASING' §g 2, ::::: 1150+00 ... RECLAIMED WATER(PURPLE PIPE) '155+00 '158+00 ATE 3+50 4+00 "2 IE - 297.7 IE 2'91,5 RECLAIMED:W 45+00 to aH N- i........ ::..::i :j:.:::....i. ...:: :::: E1Q5T1N13:GRADE :.. .. Ea ........... .. ......, ... .. .... .. .. ... .. ... .. j... .. .... .. .. ....... ... .. .... .. ... - 5 .. EXISTING GRADE: P PE :::"i' .:..:: OVFat PIPE: .. ..... .... .. .. ... ... ... :i:.... .. 3W ..... .. .... i .... .. ... .... - ... '- .., ---- - ----- --- -- -- I: 300 --- -..._._. - - - -, --.. -. ---'-.._.-._..----- --- ---- ----_-- .. -P ... ::: ::.::.: ::. ....: .. .. .................: . ... :. MHIO 48"O:TYP.E1:MH om .. . . MH11 Io ::::: ::::::- ": " "..... '.::' ::: .....:RIM _ 299.5f MATCH EXISTING:GRADE) :. .... ..... �� . .........:..... ... . .. ...... RIM = 298.5t (MATCH EX EXISTING ... .... ....... a� ....j':::::::: :: ::::I .........i :::: IE IN = 268.05 (15" W) fE IN 287.58 15" W E -- 295 _._i._._'300 LF l5_..$�` 1-......__.............:.. ............_..�- . .__._.�.. ....._.._...-:...._......... -- =15_..SS- .. _..i..._..:-- _ Y o O:S P:0.15'R.. ..... ......... ... ..... O:S _.:0.15X: :::. .....:''' IE OUT = 287.95 (15" E) 7. :'::::: ':::::' 24" STEEL CASING .... .. 1E OUT 28 33 (18/S) 2 ... ......! . :.:: ..... " 245 LF 15" SS o e ::::.:::1 .. 300 O S�=10.15%-- ® S = 0.15%'- 280 .. I z s 290 :. ----- -- - - ..--- - - .'...... . '.. ... ..; a- a SLOPE .. .. ..... ery - . _ 285 -- - -. _..- --- - S 3+50 4+0055 MM 48$... E I MH TYPE I.NH _. 15" SSO:S TU80 1i5% 'MH9 48"0 o x MH7 48'm TYPE I MH RIM ='299.75t (MATCH EXISTING GRADE.) _ RIM - 301 Ot (MATCH EXISTING GRADE) _ 87.61 RIM._.:297.25t (MATCH:EXISTING GRADE) IE IN 269.15 (15";W) IE IN:=:288.66:(15" w):::.' K. p ! - ..... ... .. .. .. ... �F•11�•••. N IE_IN = 289.70 (15" W) it 61JT 289.05 05' E) IE OUT _. 26850 (15"'E):' 5 ...._ .._ . __ . - 280 IE'OUT = 289.61) (15" E) _...._ IE IN = 289.40 (12__.N) ..... 280 PROFILE _ - HORI2 1=5 �xn17 .. VE : 1 5 275 �o�ss o .... ... ... m 07 275 145+00 750+00 SANITARY SEWER 155+00 ��*� EXPIRES 2-17-08 0 E Y rvl {Il�lllkkf{I II� PROJECT NAME DRAWING N0. REVISIONS DATE BY DESIGNED 8 0 JKD ONE INCH AT FULL SCALE. SHELTON REGIONAL WATER CONVEYANCE PIPELINE 13 OF 32 DRAWN IF NOT,SCALE ACCORDINGLY ! ^ O 'I n V �S U Y ENGWfEPoNO.PLANHING.ENVIRONMENTALSCIENLEe AND WASTEWATER SYSTEM PLAN/PROFILE JDF PMXouot-CONY 1 I ,:T,,N.ARA GE CONVEYANCE/RECLAIMED WATER PIPELINES CHECKED sunaER.w�swr"+c*oN eeieo <' 218-2125-016 POi -I CIWI.E^w.�m°°!°' ,zs,.�.z,=:a.m .6,�.6 STA 145+00 TO STA 158+0 °° 0 S-10 a R.�,.1r 1 v ,:I. SHELTON,WASHINGTON APPROVED IAIEULY 2007 ConsuItimg BEND PIPE AS REQUIRED BEND PIPE AS REQUIRED FULL EASEMENT WIDTH PAVEMENT PIPELINE DESIGN DATA PIPELINE DESIGN DATA (50' RADIUS MIN) (50' RADIUS MIN) ! REPAIR PER DETAIL ON SHT SS-23 Z- PORT STA 12"RW PORT STA 12"RW __ - Rv v rr /jN� 3 a+00 45.00 LT, IE = 292.09 12+00 48.40 LT, IE = 281.08 + _ _ S'S""-�,� y �t ' 12" RECLAIMED / 20 LF ^' STUB-OUT x 5+00 45.00 LT, IE = zs2.61 t3+00 4z.37 LT, IEy, 2 3 BEND PIPE AS REQUIRED _ id ss - �' '"\ W PVC = 0.22% a 50' RADIUS MIN j TITER 12' O S ( ) ¢ ,. "� _-._- _ A`�--`" -- ` :1'� '� / '�' ( IE = 276.27 STUB-OUT TO BE CAPPED FOR - --- - 6+00 47.62 LT, IE- 294.05 14+00 50.88 LT, IE19 '� h3+'Of1':":='--'ti •�°'�=- - \ � �� ��,�°�;,;�y)gl,' I � /� -y, � ;{�. � t� 'x a � J� i ' -` FUTURE CONNECTION AND MARKED WITH SIDE 7+00 53.55 LT, IE = 295.50 15+00 45.00 LT, IE6 MH13 \�I I�� ? ," - OV _ "``"' �� ' POST PER DETAIL ON SHT SS-29 K4 8+00 42.77 LT, IE - 293.58 16+00 45.00 LT, IE31 t STA 8+02.7. 32' LT` � -'_ } �` ---y` - - R �, MAR �'-_- �, MH14 W �N� , %� EWER' E� S 9+00 52.78 LT, IE 289.89 17+00 45.00 LT, IE9 MH15. - ,'{!G..,,` rryy.._•- l 1 \MH16 !7 j �` l YJ j STA 11+74.3, �'« s --c_ i..- '^_.___ T STA 13+86.6, r 10+00 47.40 LT, IE = 286.19 18+00 45.00 LT, IE7 j - - ! -� 43' LT = t tq` STA 16+85.0, 35' LT f r- i . ... 43' LTA N8:0 -.�. . Itv� x 11+00 43.14 LT, IE - 282.50 19+00 45.00 LT, IE4 1 = y ��" n r _ Abtiti.-� J ""� �,rc� `-��`� t /y 18" SS (PVC) a ��_r � ..._. , i (� PIPE rt WITHIN 2' Of r !; ' "I I � � STA 7+35 AIR RELEASE VALVE �� +- / \ t i ( PIPE q WITHIN 2' OF 10 LF MATC f 10' MIN. EASEMENT LINE ari> E HLINE, ' j)! ASSEMBLY, 48' LT �" EASEMENT LINE 12' PVC O SSEE SHEET i / !-SEPARATION (TYP.) _._ l \ �- (NPE 3 PLACES)SS-aOI: STA 7+00 ' ' (TYPE 3 PLACES) IE11 •+ 4 ' \ / 1"\1 STUB-OUT TO BE CAPPED FOR--- INSTALL 12" GATE VALVE � . 4' ��1 t( t 1 -t ` ;6d�' � \'CONTROL POINT :' f. � ;1 `I / �� FUTURE CONNECTION AND MARKED � _'�>~„ 4i- ---a p--- Rw REFER TO SHT G-3 TYP. POST' ti E ) WITH SIDE SEWER MARKER t� PER DETAIL ON SHT SS-29 �_ _ 25' EASEMENT LIMITS TYP. L y o °° ( 1 a. _ `,-< .._� - SIGN RU r i i /NOTE: SANITARY SEWER MANHOLES °a '1` - ` ' SEE DETAIL ON SHT SS-27 j .s+�_ PROPERTY TO BE ACCESSIBLE FROM ROAD BY CITY �- ' � -�/�------ 6 :�r� 10 LF STUB-OUT o - j ! _� _ � / --� f VEHICLES. AREA RESTORATION AS REQUIRED TO j - , MH12 _��+� _ 12" PVC O S = 0.22% f PROVIDE ALL WEATHER VEHICLE ACCESS TO ALL _ /J MANHOLES ON PORT PROPERTY. SEE DETAIL ON /^� ' , �jf STA 5+81.7. 35' LT '_ l .__ �L �u ._PIPE (j WITHIN 2' OF EASEMENT LINE IE = 286.87 PLAN �o I 1 -!�"--'^ = -' --�.�" '--•x" "� - - �+ STUB-OUT TO BE CAPPED FOR FUTURE __ 'SB I + i SEE NOTE, THIS SHT (TYP. ,�= ='(NP 3 PLACES ON THIS SHT) �ti-CONNECTION AND MARKED WITH SIDE SEWER SCALE: 1=50 f ! /I SHT SS-29. /y -BEND PIPE AS REQUIRED -" >. MARKER POST PER DETAIL ON SHT SS-29 o H (50' RADIUS MIN) .... .. .... .. ... .. 42' HDPE )f� 11 4.5::MIN COVER:OVER:: .. ... u .... ... .LAMED WATER: :. :'AIR.. ... .. .... .. .. .: ...::: .::: ::: :.. ..... .. .. ..... 3' MIN COVER OVER•'. .. .':: s EXISTING:18"SD:LINE':::R€CLAIM. ........ RECLAIMED WATER AT 1 ..... VALVE:ASSEMBLY:::' ::." ::: ..... .. .. ._. RECLAIMED WATER.:.:: . } -> APPROX..LOCATION.... ........ _ RELEASE . 290 N is . D.DEPTH. ._ ...:.. . . ........ �- ::. . _ ...' .... a ...__ EXISTING GRADE R 3001/ _..__._...__._ :........ ........... EXIS I s -. .. EXISTING.GAS LINE.: g _ .::::: ":.: ..:.: OVER PIPE APPROX._LQCATION_ g .... ... ... .... ... __� .. .. .... .:i:. .... ... .... N ... ... .. ... ... .... .... .. .. ..... ... .. - .TALL .. .. 285 _.3 MIN COVER ... - - lo : .. :................::::::::1:::::::::j::: 295 --285.- . ...- -- -- - - ..... _ ... ...:OVER RECLAMED .. ..... .-.. 295 _.. .__.. _._.._.. -- -..___. ..... ... +-- -- L-- ..-._._... ...--- - -`------- 5 WA7€R....... .. .. 1 ..... - "� ....; ..... .......,..' '.::': .:.:....:.' i'::: .. ... .... 12":HDPE,�:DR-II ...... ..... ..... .... ;. ;... 1 p1N . ::.:::':'r::......:':. .. .. :;:RECLAIMED.WATER . MAINT 1. 9il STfIVE_ .....:............... ::.: :... ... ..... .. ::: ... .. ... .... ... :... .... 280 -� E' - -- - s _... ...... GRAD :::'::::. :::' ..::. zso i6o . - - . - -- -- - - - ------ - . ---- V. 290 .... ,AIN.._ - ----- - A.1........... _.... .. .. a :.:'.i .' .. j:. €m .... ;... :i.':::::::1.: .. :MN :l STA: ...... ..:...... ..... S ::: .. .::::.:::: POSITK,,: ..... .... A 11+00 .. .... .. LOW POINT.IN.RECLAIMED.WATER,• STA,7+35-,..._,.. :. A 7+00... ::i... .... .. ... ... .. GRADE::......... 275 IE._.297.5........ ...........LAST...... HIGH;POINT;IN.TECLAIMED_WATER:.........,.........: ...... RIPE GRADE CHANGE I _ 't '':GATE:VALVE . _.__ _ _285 275 IE - 282.5 - -- --- -- U:1X M{N 2. INSTALL AIR RELEASE,'VAIVE..._ASSEMBLY---...:..:.._.------ __..-..__.-_----, ---- 285 --.- ---....._ _.._ u9/ :'.. ... .... .... EXISTING:8' W.LINE _._..._..'---- _..... -....._.__ PER DETAIL ON SHT SS. ::... :'. $ EXISTING 7V& TEL LINES.... ::::::::. .. .'..::. __ QS1T N PROFILE LOW POINT IN RECLAIMED WATER. '. APPROX.:LOCATION IE 296:0 ..... ,.. .......... ... AND.DEPTH 1:Z• ��5: ..... APRROX: LOCATION AND DEPTH:................ ... GR9p -> ...... ... .... ... :.. ":Q7�:.f. HORIZ: 1-50 ::.. IE ` 27fi.3 ::." :::: €� ::..». .. :.. ... ..:.':::;':::::': ' ..'... .MIN VERT::1-5::::: ": ... ]270 280 .....RECLAIMED WATER CASING'PIPE:........... .. _. ... .. ..... ... .. --'. 14+00 1 .. $0 9+00 9+00 �� 4+00 RECLAIMED WATER(PURPLE PIPE) 0� Eo ... .. .. ............... -... .... .. ..... ... .. ..... �a .....MH12 4-8 0 TYPE'I'MH .... E< t...................I............ .:::::i:.... .............,.........�::::::. ...... ... .... .. .. .. ....... . .... ... 5 ::::::.................................. ....................................... .... .. '0'7YPE MHi.............;MH ...- -� RIM 99:25f MATCH: ...................s......... .........,.... MH14:48...... _MH:. _ ....................... .....:.........:........................................ _. N GRADE RIM:=:285.0*:(Mi+TCH:T XISTING:GRADE): :::RIM:= 285'.5k(MATCH EXISTING:GRADE) EXISTING GRADE ...RIM.-.287.Of:(MATCH:EXISTING ) m ;.EXISTING:GRADE):::''.:::::.:::::::' IE:IN:= 276.50: 78" N .:::: ::. .::... :IE:IN:_:275.73:(18''N)::::°:::':: .: 290 " ...............:......... ....... ::OVER PIPE :]E IN:_:280:00°(18.N) ':': t._.. .) - - - _... . E� IE.IN.-:286.90 (18.:N):... .....: 300 290 _ _ C .. - lE OUT.._ 27563'(18"-S). ..:"...... .... 300 ... .. ..,... _. ....__. _ ....' _... .__...... :'{E OUT 279.9�1 18' S E!OUT 276,40 {f9. )...... . -R IE.OUT 2$6:80 (18._S)....:;: .MH13 48�0 TYPE 1 MH .. .... - ". £s _. .. ... {E IN 27fi.23 (12" E�W) ':... .... RIM =:300.5�:(MATCH i' :::'.:::: :::::::?:::::...: ....::::'j':::::1 .. ..... .. ..... .... ... ..... . .... .......... E .... .. w:EXISTING:GRADE) :....... .. ... .. .. . °N �.... fX.......1. :SD.IJN... •. ::::::::::::.::::::::::':::I::: ':':: :. .... .;: .... .... . 285 IN = 286.35 18 N...._....................... .....':....'.........;......... 5: ` _... APPROX.{LOCATION .... ...........LIE,.........:..(.. �............ ........,.........r.... zs 285 _.. _ N0 295 _..:. ....... __.z..---__-.-......___�--.__._----'-r-""-- ._- _. ._..._ _.. .......... _ .... ..... ... .. _._._.. .... OUT...=....28635...p8......_S Y_ AND DEPTH.....:..... ...:......I .,............E.....) .:........ .........;.... ... .. . r =. :.:."::::"..... ::::."':::.':. 312 Lf 18 SS .... ° 1E,IN...286,85 (12.WI) ... . EXISTING N dc;TEL LINES., . a c :::.::APPROX.: :: .. ... .:... ..... ...... ..............q .. .. ..... ... ....... .. ... ... ... ....... .... .... APPROX._LOCATION AND DEPTH.. .. ... .. ...':20fi:Lf:�:18".:SS:: .....': .. 280 ... .. ... {.. .. .. .... .._... _ _.- ... ..._. ........._ _ .... ._. ........ a- 290 r - _._.___...- ....... . ..... 3 ° SANITARY..:SEWER.. _ - - . ... _. . ....... �p CASING PIPE:::: ... . :...... -...... .... .. m .. .. ..... .... ... .. ... .. .. .. -_-\ .... ... I.... ... .. .. .. .. . w. 275 e -.r..,...... 285 276 �^ 285 ... ? .... . ... .::::.... _..�... _.. .. .._.. - _. _ ......... .._........ .__.._. .._. .::: .. ::. .: .. .. .. .. r SLAP€ _..:. : LOPE 0 2 4+00 :.":::: ..... ................. .:: EXISTING:GAS LINE :.: ..... ::: ::: APPROX, LOCATION. .. .. .: Xi H..... 371 LF �.:18.:SSl. 1:..::. ::!'..:. D DEFT �44 .. .:198:LF::N:18"..55:::'.:::::'::::: O:S.= '1;68X;.. -_.. . _ ... .. . 1 50X' ;. - ::O.S:=:Q.223k:...:: .... __:_. ,_... _::. ... ! .. ... 70 280 _...'._..:._. _....._'. ....;.... __.._._. __'- - -- .---- .._ :`. .:. '... ;'.'.... .. 05®FS =10 22� EXXISTING 8" W.LINE ....... ...... ... .... .. APPROX. iOCATION .,.. .. .. ., ..ALAI.... ........ AND DEPTH........:. 3 :.. PROFILE HORIZ::1 50 s .:. :: _ VERT:.1=5 285 --- - -- m mae o 275 - 14 00 19+00 k S° G`r 9+00 + s NAL 07 SANITARY SEWER EXPIRES 2-17-OB E I DESIGNED ��� FROJ;.Ci NAME DRAWING N0. 8 p RENSIONS DATE BY JKD �h61ti IIN6 CONVEYANCE PIPELINE 14OF32 ONE INCH AT FULL SCALE. / SHELTON REGIONAL WATER DRAWN rI NOT,SCALE ACCORDINGLY V A 0 U D ENOINEERINO.PLANNINO.ENVHIONMENiAL eC+ENCEe AND WASTEWATER SYSTEM PLAN/PROFILE CHECKED PMX01401-CONY 111 ErlTxwr_ 1 13e1 FRYAR RVENOE CONVEYANCEIRECLAIMED WATER PIPELINES SS-11 <' J013216-2125-016 P01 CIYn,EnNr°nm t°I SVMNER,WA9NINGTON.1. STA 4+00 TO STA 19+00 e R"�re.6-d T'��'''°°"'�,'`''s''°"09B SHELTON,WASHINGTON APPROVED DAIULY 2007 C_Hlny 3 STA 19+00, 0' LT s AIR RELEASE VALVE ASSEMBLY 10' MIN. 8 SEPARATION (TYP.) 25' EASEMENT LIMITS (TYP,) I �I SEE DETAIL ON SHT SS-27 if MH17 12' RECLAIMED II STA 19+96.6, 35' LT WATER f Cs � MH18 1 �_....._.. D t._. STA 23+46.8, 35' LT > N + + —— ————————————�'- ——————————————— —————————————————————��.; N (O LLJ RV�`—RV RV RV 1 RV RV ��� .. .'iLMi —RV RV • RVss - LLJLLJ � + _ - 7n 33•Ftl0" �a7a10"'___ C L —_ " _> Z f _�- m � ._.._....L11..__._.._.._.._... 1(�.' _-:.'!f_.___._...__.......Jl!_s,,,�.-..c.=..J11....._._..__—___..__1!1__..__.___...__..... 1...__...................11l............_._...__.._!!L—_—_.._..111___.________�lf. _-...._..._........... ___.__..._..—__..1f1�_..___-.__1L(, _ QS___.--..:."'^_..._..._... ....._... X — .—..._.. ._...—....__...._... � to a§ PIPELINE DESIGN DATA I - - -- - - -- -- - - '� a__._..._._.. - --..._._ - �N oo E ( ) 18' SS (PVC) m �-� SEE NOTE THIS SHT TYP. � �' PORT STA 12"RW 20+00 45.00 LT, IE = 279.50 + FULL EASEMENT WIDTH PAVEMENT N 21+DD 45.00 LT, IE - 278.77 a REPNR PER DEfNL ON SHT SS-23 0 22+00 45.00 LT. IE= 278.31 �ii i� / I NOTE: SANITARY SEWER MANHOLES ON PORT §> 23+00 45.00 LT, IE- 277.94 L / I I PROPERTY TO BE ACCESSIBLE FROM ROAD BY CITY VEHICLES. AREA RESTORATION AS REQUIRED TO 24+Do as.00 LT, IE- 277.82 PROVIDE ALL WEATHER VEHICLE ACCESS TO ALL CONTROL POINT P zs+oo a5.00 LT. IE = 277.58 PLAN MANHOLES ON PORT PROPERTY. SEE DETAIL ON REFER TO SHT G-3 (TYP.) i4 8 26+00 45.00 LT. IE.- 277.83 SCALE: 1=50 SHT SS-29. 10 �o ...................:......... ..... [.... .. ..... ::::.. .:::: ... ..: .: . .::: .. .. .. .. ... .. .: :.. ::... ..: v c_ ...... ..3.........:.........:...... .... .. ... ...... .. : .... .... ...... ....... ......_ ... .... ..... ... .. .: ....... ... .. .... ....... .. ... : ... I. ... ..... .. ...i... wVERI P PEA .. .. >< ... .. .t :EXISTING 8 W LINE: .... RI .. .. ....> OVER:,:.... APPROX.;LOCATION AND DEPTH. ....... 3' MIN COVER ... ....... .. ......_. ..... .. ... - .. D WATER:.: :.:_.. STA '21443 Q RECLAIME _ ----- 285 _........... _. - --- ' - - --- 285 _ :._ -.._. . .._..__.. -- -- - - -- ------- ---- ............... flIPE GRADE;CHANGE ... D;ISTING P LINE.. Om o {E 278.5' APPP,OX:.LOCATION;AND DEPTH... . .. .. ... ... ... . _ 1 '.: i� .. .. .. ... ... ..... ........ .::::.:.... ":::: ...... ....... 12"'HDPE DR.11' 280 ........_' - --'------ 280 -..-- _—.,--...-... o ---- --------__.._._... - -------------'---._.._... ... ... . N z ..... ... .... .. ... .. .. .. .. ... .. .... .. ....... t c .... y� _I :::`•: ..... .. ....... .... ...... MAINTAIN... .. RE'CLA1 Mf0 WATER > I POSI .... .. 1: ::: o� .... r.... . _.... .... ......... .... ... .. .... ..... ...... . .... ..... .... ...... ....... ....... .. ... .. .... .. : 275 GRADE'.. STA 19+00.IN. - - --- -- -- -- - ...-. 0 275 - ------._. _..._ . . .... _ _... .. .. __._.. ... _ ----- —.... ... _._ _._... _... --- . -- --- ---- - --.-..- - . ----... ........................— ........., NIGNnINT IN RhC[AIMEIs WaTE1 ...O.1z Mry : ::1:::::::.::.:. .. ... .. . PROFILE j:::::INSTALL AIR RELEASE VALVE ASSEMBLY..;... ... R( ...... ....... ... .. ....... ., (STING GAS'LINP RON.. .. 1 .. ;...... .. :::: AP?ROX LOCA.... ::: ""' PEP. DETAIL ON SHT SS-28 . ::::::.:':;:::.:.':::::....::: ... .... ...... ..... . HORIZ 1-`.i0 AIyD:DEPTH .. .... _:VERTi. .. .. .... .. 270 5 270 19+00 RECLAIMED WATER(PURPLE PIPE ) za+oo zs+ss.s4 am o> .... ... .... ... .. ...... ..:.:. :i: .... ... .. �o .. . �m .. I........ ..........•..... . EXISTING'GRADE:.::. ro .. ..'°. :'. APPROX..LOCATION.AND DEPTH..': ... .... €� OVER.P.IPE. ..... ... :.: :. :...::.: gas -' - 285 ... - --..-... -_- - _...-'---........__`. _ [XISTING'P NNF-='--- - -- - ..... - ----... - - ..-..'i'- .`.. ------ - ... ...... --. 5— ..... :.1..... - .....:....... :............ .. .:::: ... ... ..... ..... .. ... ... ..... .. .. ...... ... APPROX.LOCATION AND DEPTH E`c .:.::::... ..... ... .... ....... .. .... .... ..::. .. .... ... - .. .. :E: ... ....... .. ... ... .. �: .. ... .. ... . a- ..: :.:.....:.:........�...:: .. ... ... ... .. .... ...... ........ ... .. ..... ...... ..... ....... .. .. .... .. .... ... .. ... ... :? ::::.: MIi18480'IYPE:I MNi I: '.. -5280 RIM -_282:6t�MATCHT—_.._-_. .. - - - - -_ ...__. _ 280 --' o _................__.._... - -- - -- _ ----_-!'-----_ ..._.......- - .. . ... . .. .... ..... ..... 35O LF�. 1B:§S. EXISTING:GRADE) ' ..... . E ...:::. ": :. .... .. ::: .. ::.... ® S ='0.22R :::: - 07:.18",N. .._. ........ .... ..... .. .... ... .... .. ....... ..... IE IN 274. ( ....) .... 343®S =t0 22�..'::.: IE oUT 273 X (18" s) ...... .. ...... ..... .. .. .. ... ... .. ....... ...... ..... ....... ...... ......s. .. ....... 275 .. .. < ....... .. ... .. .. ...... ... .-... ..... ........_ - - -- - �- 275 _.._.. .' _... ----- - - ---- F--- - . -- - :' . -... -...... - - ..... - .. .. --.... -'----'—-- '' .. I' Dx �: .. . .. m� LOPE" :.. is ..I ...... E)CISTiNG GAS.LINE. �x ........ ......... .. _, .... ... .... N. . .... .. .. MH17 48® TYPE 1 MH _ ...> ....._..... ----'-'-'---- :_._...- ___ ----=----'---APPROX._-LOCATIO. .... ... _-Y-- -' - ...._-.._-.... -'- -..... , '--- ):A 270 , .... ..-'--- —_---_......................._...._._.._ - _.._......._....----...- - -- - .._...._.._.__......._._. RIM =:283:5t:�►MTGH.EXISTING.GRADE ' :.. _ :................... ..... ......... ..':. AND DEPTH - 270 PROFiLIE .. .... " :.IE.IN'=:2Z4.94:(18"'N) .. �J .... .... :.:. :. .. .... .. .. ... .. .. .. _ ... .. .. ... .. .. .. .. ''...... :I. .. ... .. ... .. .....:�: .....�: I`% zwTe '.� 1 IE:OUT�:274.84:(:18' S):: HORITi 1 50:... ( ° r� .. ..... .. .... .. .. ::.. ,.1�S:....... .. ... .. ... ... ... ...... .. .. .. .... .:i... �y;•'EAs. c, R .... ... .... ... .. i .. .. .. .. ..... ... .. ..... ... .. L�� i.. ... .:. .. ..... ... .. .. .. i -�.. : .. .. S�ONA Rfi. :: ;. 260 19+00 $/o SANITARY SEWER 2"`00 zs+ss.64 EXPIRES 2-17-06 0 E Q REylgppg DATE BY DEWNED �N61h RIME PROJECT NAME DRAWING NO. g ONEINCI-IATFULLsCALE+ SHELTON REGIONAL WATER CONVEYANCE PIPELINE 15OF32 DRAWN IF NOT,SCALE ACCORDINGLY 6 ME Fl 'I ENGINEERING.PLANNING.ENVIRONMENTAL SCIENCES AND WASTEWATER SYSTEM PLAN/PROFILE o, CHECKED PMX01401-CONV I 111 I 0 I 1 1FRYARAVENUE CONVEYANCEIRECLAIMED WATER PIPELINES < JOB No. Civ11,Environmental SUMNER,—I GTON M_ SS-1 2 216-2125-016 POt A. RecreOH t -° 03�,20 F 25=°3=6 STA 19+00 TO STA 26+39.64 0 APPROVED DATF3ULY 2007 C.-Itme ' SHELTON,WASHINGTON c CONTROL POINT REFER TO SHT G-3 3 FULL EASEMENT WIDTH PAVEMENT REPAIR o PER DETAIL ON SHT SS-23 x a STA 26+84t " 45- BENDS W/ THRUST BLOCKING 3 PER DETAIL ON SHT SS-22 (TYP.) BEND ASSEMBLY PER DETAIL ON SHT SSft^� ---+----•-- EXISTING FENCE (APPROXIMATE LOCATION) (TO BE REMOVED/REPLACED IN SAME LOCATION ID' MIN. > 1 FOLLOWING PIPELINE CONSTRUCTION) ,. `�_ a SEPARATION (TYP.) (A (FINAL LOCATION TO BE COORDINATED WITH PORT STA 26+39.64 MATCHLINE, OF SHELTON) _ - SEE SHEET SS-12 — .. - 25' EASEMENT LIMITS (TYP) r s1 s _.. 7 _. SEE DETAIL ON SHT SS-27 _._.. a 28+00 29+00 �0+00 `-�- JI O�`'� 32 00 "r-J J3 Ez 8m> z SAND ERSA - n ? {50NWA1 m _.. - oPIPELINE DESIGN DATA __-.__:-___ - -_-- --- �'" ,; =L• _ _ _._ � PORT STA 12"RW j 6, 27+00 40.00 RT, IE = 277.09 -- \ 'I1 tt 28+00 40.00 RT, IE 276.85 In o 29+00 40.00 RT, IE = 278.60 18" SS (PVC) SEE NOTE THIS SHT (TYP \, �i` MH19 z t $ 3D+00 40.00 RT.IE = 276.36 STA 26+74.7, 50' RT MH2O I (' �� 3t+00 4000 RT IE 27638 12" RECLAIMED WATER NOTE: SANITARY SEWER MANHOLES ON PORT i i STA 29+80.7, 50' RT ' c PROPERTY TO BE ACCESSIBLE FROM ROAD 13Y CITY 32+00 40.OD RT, IE = 275.49 10 LF ti STUB-OUT I 12" PVC ® S = 0.22% -)• VEHICLES. AREA RESTORATION AS REQUIRED TO 0 33+00 40.00 RT, IE = 276.60 PROVIDE ALL WEATHER VEHICLE ACCESS TO ALL IE = 273.74 PLAN MANHOLES ON PORT PROPERTY. SEE DETAIL ON Id STUB-OUT TO BE CAPPED FOR FUTURE CONNECTION g AND MARKED WITH SIDE SEWER MARKER POST PER SCALE: 1=50 SHT SS-29. DETAIL ON SHT-SS-29 To 5 ". NG 8°'W:LINES:: .: I< .. .... .... .... .. .... .... .. ... .... .... .. .. ... .. .... .." APPROX. OCATIQN:AND'4EPTH.. .. .. �< .:: .. STING'8".W:LINES:. EXISTING GRADE .... ::..... _> APPROX.:LOCATION::;:.. OVER'PIPE EXISTING_W.LINE.. ".:: ::.:... "s :......... .. AND:DEPTH:: ' APPROX. LOCATION AND DEPTH ..:.._:_ ......... ..... . ......... — -- - 285 28 -- - '. -..-_- --- - - --.. __ _ __... - -- -- - —- .. 5 -.. __ ._.._. .._ ...__ .. .. ... _........... . .... . ... �._.._.... ... . o ._._._._. ---- ...... - --- _.-- :. _. .....-...._.. .._-::... ... .... HDPE:DR.1.1.:.. ... ... .... .. .... ..... . .................. ................. 12.. EXISTING .GAS dc:P.UNFS.. ... I 6 . ......I. RECLAIMED: E .. ;: .. ........ ...... :I: .... APPROX LOCATION AND .. I':..... N ..... .. .. .. . ..DEPTH .... . .... ..... . .... ........... ....... .. 6 _ ....... .... .. .. .. .. ... ...... ......,y 1 ... .. .. ..... .. ... ..... .. .... .. .. .. ..-- '- ---.... .-- -- - ------ -- -- 6 .. .... .. .. ... ...: 2 0 g - --- - -- - - -—-- - - - ---- �S- __. _... . -.. _.___. .. .. ' 280 ... € .. ... . ... ...... o: �N u0 .::::. 'I:.... ..:t:. .. .... i :: ::..::i. . -� .. ..... .... ... - ... .. ..... ....... ....... .. ..._.... u .. .....i ..... .... .. .�---- .... �. _ ...._ —_ - _.- _—-----' -__-__—_ -. ___ ___ - _ --.....fs .. 275 ., .. ...i..:. .. . ,.:_MAINTAIN MAINTAIN::. .. ..... ...1'-. .. a 275 _ :":.. ...... STA:3D+30....... ................ 1.. I':'::: ..... ..::::: _ .. ;::: P _ POINT:IN:RECLAIMED:YIATER:::::t POSITIVE :: POSITIVE E 3.MIN.COVER.OVER .. GRADE::. - LOIN GRADE: .... !. .. _..RECLAIMED'WATER: :.0.1K MIN:: HOR GFII E IE .. ... Eo ....., .... "::::: ':.::::..:::.... :::':: ":.:: - :: :: .. .: .... .VERT: �1=5 .:... .................. ...... ..... ::i:::.: ....... .. .. .. .. .- . ...: 270 .... ..... N ,: 01R M1 Na 270 ... 5 26+39.64 RECLAIMED WATER(PURPLE PIPE)31*00 33+� o< .............. : ::: ?.P MH2O 48'0 TYPE:T MH ... .... ... .... .. .. ... . So .........:................. .... ,...:::: .::: �::::...:" ::.: ..0::813t' MATCH'... ...... .. :::: :: :::: ::: .. . ... ....... .. ......... ... .... .. .. ....... ..... .....:.... ... .. RIM... 1......(......... EXISTING:TRADE' 'lo ;. i.:.':: p(ISTING:GRADE .. OVER.PIPE.: :. EXISTING GAS & P;LINES o .. :::.: G 8'.1Af.. :: _ .. .-.:-.:: .: ::: .:: .:j:-...... .. .. .... .. .... .: 285 or EXISTING: TINES IE 1N:-272.43:(18: W) APPROX. LOCATION-AND-- ------- ---- ---- r - — - — - -- -- - - — - — -- 285 ._. ..... -- ---APPRUXc-LOCATI :....._. _ DEPThI .. ::'' ... ::: ::' ::...j ::::::: __... --. sIE OUT... 272.33.(1.B E) o ... - .. ... .. ... ..... ... ..t... .. ....... .. .: �- AND.DEPTH .. ::. ::.::: ::.. :: ::'. I :. ::.:':: ..... .: .. r ...... ...... .. ... .... .......... ::::.:. :::.'I ....... ... :: ... ...... ..... ..... ... ........ o - - 280 ... .... ... .. ...... ..... .. ... ..... ...315®ESN=1-0.'22X- 314 LF 18" SS :...... ...... I .... ...: .. 275 .� _ I ___ _ _ __- _ ° 275 --1— :-----.....- -..:: i` .� .. .. .. .. .. n ....:... ...... ..... _. I ... .:. ..... ..... .. ...... .. ... .. .. ... 1 } . ... .... .... .... ............;:...' .. .... MH19 48"d TYPE T MH SLOPE EXISTING W LINE `:. 270 ti�0 N15 �n �6 _ -_ J _y.... . . k - 270 ........:. _:. RIM = 282.2f.(MATCH EXISTING...GRADE) APPROX.-LOCATION ... .... ...... '_.. i . IE IN = 273.22:(18" N) PROFILE AND DEPTH I::.: .......:'.." IE OUT =:273.12 (18" E) .. . +... ::. HORIZ: 1=50 EXISTING$" W:LINES. .......': ': i.. .... .. $o`. 25476 :W 'v IE IN = 273:72 (12" W) APPROX. LOCATION'AND:DEPTH .... ..::' ::.:: .Reo1: ...... .. 7 m 265 .. .... VERT: 1 5 285 26+39.64 SANITARY SEWER 31+00 33+00 EXPIRES z-17-oa 0 �N61NI�RIN6 PROJECT NAME DRAWING 32 REVISIONS DATE BY DESIGNED I��EI 16 OF 32 8 0 JKD ONE INCF1ATFuuSCALE. SHELTON REGIONAL WATER CONVEYANCE PIP DRAWN IF NOT,SCALE ACCORDINGLY 0 'I n JDF I U I/ ENOINEERINO.PUNNINO.EM/10.0NMENTAL BCIENCE3 AND WASTEWATERSYST PLAN/PROFILE CHECKED PMX01401-CONY I 1 t 1 ,,,,F".aRa�EN"E CONVEYANCEIRECLAtMED WATER PIPELINES SS-13 <' JOB 216-2125-016 P01 Ciml,E°°"°°m°°°°I s°s� s a"F=S�"��° STA 26+39.64 TO STA 33+00 APPROVED IATEj16-205 p°dC°nsWlingnai p,m,,,,=m a SHELTON,WASHINGTON r; � 1! 9 STA 33+2805 STA 33+21.29 �� t STA 33+55 I(�J 11 f px a 45' BEND W/ THRUST BLOCKING 1 l SEE SHT SS-20 8 �9 1 `.._PER DETAIL ON SHT SS (TYP.) I .I, I FOR CONTINUATION Jx MH21 .-_.._... 12" RECLAIMED 1 u -STA 33+42.6, 50' RT 1 Y RECW MED _. STA 36+70 / u .:.. ; WATER r AIR RELEASE VALVE WATER MH25 s f f_ r- J06 _ _._..--_ .._..1 \.; _ `i�--^- ASSEMBLY, 45' RT STA 44+10.4, 35' LT L as+� I ti F _ _ SEE NOTE THIS SHT (TYP.) y �8+0p 25' EASEMENT LIMITS (TYP.)�` -� FULL EASEMENT WIDTH PAVEMENT y __ "SEE DETAIL ON SHT SS-27 REPAIR PER DETAIL ON SHT SS-23 t�• --_it _ .._.a-.�„T •?{+�-�� � EA'p 37+00_ "^-Tom.'••.-.,,.j,.. � .._. .r- i T, y / 1 � �� � 1 A` a _ RLSE RO ae+°° BEND PIPE AS REQUIRED FOR /ll _ ALIGNMENT (50' RADIUS MIN) i; STA 34+50 \V/ �INSTALL 12" GATE VALVE '�'•" ,�, '^,, etr'- __ ��: �� -�.�� -",. � _ 'i i� �� " MH22 `s STA 35+50t 12" TEE STA 35+60.0, 50' RT i =�� ` '- 41+0, ` -_ --i CONTROL POINT - _ _ j "7m- T 'o INSTALL 12" GATE VALVE (STA 0+00 SIDE SEWER) / _ _ ��- _ yY REFER TO SHT G-3 (TYP.) PIPELINE DESIGN DATA PIPELINE DESIGN DATA f --_ar__ _"+�- Ir - �"� - • _ --_�_ MH23 STA 38+62.0, 50' RT _ss / `1 �a PORT STA 12"RW PORT 3TA 12"RW � Y � / ( ) _ __ = �_,_._. 10 LF � STUB-OUT _ - 34+00 40.00 RT, IE = 276.71 41+00 40.00 RT, IE = 275.62 1 18" SS PVC 12" PVC 0 S = 0.22% NOTE: SANITARY SEWER MANHOLES ON PORT - 10 MIN. IE = 270.08 PROPERTY TO BE ACCESSIBLE FROM ROAD BY CITY -� 35+00 40.00 RT, IE = 276.82 42+00 1.07 RT, IE = 275.77 I _ .L I �� SEPARATION (TYP.) MH24 ( J STUB-OUi TO BE CAPPED FOR 3 VEHICLES. AREA RESTORATION AS REQUIRED TO 36+00 40.00 RT, IE - 276.92 43+00 45.00 LT, IE = 276.2t J STA 41+65.0, 50' RT ( 1 7 FUTURE CONNECTION AND MARKED r'---PROVIDE ALL WEATHER VEHICLE ACCESS TO ALLis 37+00 40.00 RT, IE= 276.90 44+00 45.00 LT, IE= 276.65 PLAN WITH SIDE SEWER MARKER POST MANHOLES ON PORT PROPERTY. SEE DETAIL ON 0 0 38+00 40.00 RT, IE- 276.58 45+00 45'00 LT, IE- 277.08 SCALE: 1=50 PER DETAIL ON SHT SS-29 SHT SS-29. 39+00 40.DO RT, IE - 276.26 46+00 45.1 LT, IE - 277.52 40+00 40.00 RT, IE= 275.94 £< EXISTING 8" W LINE:: ..... :: : ::..' ::: :::::. 127:HDPE DR 11:: DEPTH-- -EXISTING P LINE:... ..... ... .... .............. Ri ................. EXISTING GAS LINE RECLAIMED:WATER::: ::: APPROX; LDCATION AND DEPTH . . _N TION-AND DEPTH:::... . ... .. .. ...... APPROX.:LOCArM:AND: ..:EXIST1 G GAS LINES �N .. ... .. .. . ........ ....... 3 MIN COVER.OVER___. _: ----- -EXISTING ,BADE 285 285 . ....... ......... ... --....:._=: .'._....---- ---- -- ----- - - - ._........ . . ROX: L-0W014AND..:DEPTH - __ _ - - . D ISs ---- -..�-_�-_ ... APP .................. OVER PIPE bo ...........STA.34+50...... . .... .. .... It� MED WATER 00 :::. .I. GATE:VALVE :::'::............'.:::.:}: E LAI .:.:....... ........ STA 41+37:... '. .. :i:.. POINT IN RECLAIMED.WATER ... r.. ..... :,... ....: 280 :.. W - 280 - - ...... .. - ---- - - - ---- !S < ... ... MAINTAIN P . IE 2755� ... �. POSITIVE GRADE 0.1% MIN .. ..... .. ..... e� 275 :::::::::..........:...:... ... ....:..... \--STA 36+70 MAINTAIN ......... ._ 275 $oa --- - M41NTAlN....__.__.._.._^__.---------- 12„ SS - -..... HIGH POINT IN RECLAIMED WATER .. .. .:-.__:... _. ..._ .. ---- POSITIVE:: USff1VE ..-__ '.:'::: INSTALL AIR RELEASE VALVE ASSEMBLY.PER: PROFILE GRADE.... ar GRADE::: - ... ...... y- ::. - .. GRIT: t=50 0.1% MIN DETAIL ON SS -8 H ED :..::. .:::. .::::IE 277.0 .. .. _ ...... E< 270 ......., _ VERT 1 '5 .... ...... .. . 270 O 1% MI : . o 33+00 36+00 RECLAIMED WATER(PURPLE PIPE)a,+oo 46+00 - EXISTING GRADE si P_ c EX15TING,GAS;& .LINES... EXISTINC P LINE: o$ O/ER PIPE APPROX.:IOCATION;AND:DEPTH . .'::: APPRDX- LOCATION AND:DEPTH g .. ..... .. - - -__... _.._...._ - 1A -� .. ... ..... 28 0 280 TP .-MH............. ...._ ........... E ._ M= 281:5*:(MAT(H \ EXISTING GRADE):::::: EXISTING'GAS:LINE / o . 200 IF - 18" SS .... - APPROX:LOCATION ... .... :::: 302:LF a8 SS IE IN = 270.33 (18" N) 9 5 = 0,22%- .O S 0 22% ...:AND DEPTH--� .. .. ... z 5 275 I'= OUT 270.23 (18" S) _ _.._ \ \1ow va 270 .. .. .... ___ ... .: :: ..::: 270 SLOPE.:.: o ..: -------- ss �� MH22 48�� TYRE 1 MH 303®FS�=10.22%_ MH24 48 0.TYPE I A1H.. .: K• G MH21. 48 0 lY E IMH. - RN = 2820t MATCH.EXISTING.GRADE Sc \\__ - - - _ ov"'+"'•• _ RIM =:..282.Ot (MATCH EXISTING GRADE) ( ( ) 251 LF 18" MH25 48"b TYPE I MH 'w. 265 __. __ __:_....... RIM 281.0E MATCH EXISITNG GRADE) IE IN = 269.56 (18"'TI) ® S = 0:22%- - 29.1:0+ (MATCH F- IN = 271.63 (18" W) IE IN = 27?,09 (18" N) EXISTINGGRADE): I s PROFILE E out 2ss4s 18" SE RIM ( ) E OUT 271.53 (18" S) IE OUT = 270.99 (18" S) E IN = 210.06 (12" W) IE IN = 271.59 (12" E) HORIZ 1=50 - 1:(18 NW)2 xen Y 260 .... VERT 1-5 IE:.OUT - 266:81 (18," SE)__ __ 280 �sssioNA�� a/,S�o7 V/ 33+00 36+00 SANITARY SEWER al+oo as+oo EXPIRES 2-17-06 0 a E N n REVISIONS DATE BY DESIGNED r /urrn uI1// PROJECT NAME DRAWING NO. g JKD ONE INCH AT FULL SCALE. {NVIII{ {IIIV / n SHELTONREGIONALWATER CONVEYANCE PIPELINE 17OF32 DRAWN IF NOT,SCALE ACCORDINGLY ri JDF FILE NAMEV n O U D ENGINEERING.PLANNING.ENVIHGNMENTALSCIENCE9 AND WASTEWATER SYSTEM PLAN/PROFILE CHECKED PMX01401-CONY I t 1 I :J,ERrM�VEME CONVEYANCE/RECLAIMED WATER PIPELINES °' CM,EnA-enlel 9UYNER.WA4eNGTGN3- 216-2125-016 P01 rilm�'=^'� -�.m.e + + -14 °Ga Recr.°emn°I � SHELTON,WASHINGTON STA 33 00 TO STA 46 00 APPROVED DATE JU LY 2007 C-Itlnq < 0 BEND PIPE AS REQUIRED FOR i ALIGNMENT (50' RADIUS MIN) \ MH26 \ STA 49+60 FULL EASEMENT WIDTH 20 LF STUB-OUT I STA 47+67.9, 43' LT AIR RELEASE VALVE PAVEMENT REPAIR PER 12" PVC 0 S = 0.22% l ASSEMBLY, 40' LT DETAIL ON SHT SS-23 = 265.1 IE 4 1 10' MIN. . �, I ) STUB-OUT TO BE CAPPED FOR FUTURE SEPARATION (TYP.) MH27 18" SS (PVC) CONNECTION AND MARKED WITH SIDE SEWER \ .r _ - ` STA 49+99.3, 35' LT 25' EASEMENT LIMITS (TYP.) MARKER POST PER DETAIL ON SHT SS-29 MH28 SEE DETAIL ON SHT SS-27 - BEND PIPE AS REQUIRED FOR -- -41 �:�_., STA 52+99.3, 35' LT ALIGNMENT RADIUS MIN) I MH31 . -' (50' IUS STA 60+26.4, 35' LT �. -- ?r--•' �•: -_ ._ ,' 12" RECLAIMED / 9 i� / ! rr-��_� a -__. _ - R CONSTRUCTION WATER MH30 & r % Ai+oD.. �n '. 1 CONFLICTS WITH EXISTING r s 58+ 5 L .;w x / ., __ . /UTILITIES, SEE GENERAL i BEND PIPE AS REQUIRED FOR ti/ ` A 25`6, 3 ' T .. �n`r �, �¢�� ) *`_ - ao+oo - -= \` ` _'- _ NOTE 8 ON SHT G-2 ALIGNMENT (50' RADIUS MIN) �\ 1� _ - �9l PIPE tj WITHIN 2' OF - / cy EASEMENT LINE �' .; �� VIL�B 1?OAp \"+oo_ MH29 ��,•,r - W r.y� 7 W 1! 1 / _ '•-.•w.._._._ - I _.-____ '-S`•-•-�i.-._ �. 32� STA 56+05.7, 35' LT_ '0099 SEE NOTE THIS SHT (TYP.)/�% -"�- 10 LF - STUB-OUT.� 1\ r -t�_� _ r __ --_ ypy_ � � moo t w 12" PVC 0 S = 0.22%% .. -_ ter,-„ __ ---_ • MH25A / IE = 267.01____,.r••-<�.<-:< .. _.._.. oo „�_ .:._��_ __ ,.. "'_•--=.�-_ -- _ -"59+00 STA 46+57.4. 36 LT I�/ STUB-OUi TO BE CAPPED FOR FUTURE -. . J - P !I~ CONNECTION AND MARKED WITH SIDE SEWER'S 00 1Rv.. - MARKER POST PER DETAIL ON SHT SS . _ �__+u-�"'-z._- RG Q s1+oo - ao_ (� _fit -�_..._� xr. FULL EASEMENT WIDTH $ r i PAVEMENT REPAIR AS REQ. FOR STUB-OUT ,\` `' _ PAVEMENT REPAIR PER "1A -- 5„ ;I 1 CONSTRUCTION PER DETAIL ON SHT SS-27 $ rt} j '-a / Ieq+ ,ra-"' DETAIL ON SHT SS oN PIPELINE DESIGN DATA PIPELINE DESIGN DATA ',:, , I <" �•, i «'++.._ 1 , STA 60+26.39 Q CONTROL POINT -- r- Y PORT STA 12"RW PORT STA 12"RW 9 ! ' � �\REFER TO SHT G-3 (TYP.) ~ ,-` iSTA 56+OS 167 1 f 1 ( ti 47+00 42.00 LT, IE= 277.66 54+00 45.44 LT, IE- 275.7 % , 1 s 1 = 48+00 46.59 LT, IE= 277.79 55+00 45.22 LT, IE = 275.29 ' i ' N.J+^'"`�'`� � �`"^"•'',� �^� � � f 49+00 45.00 LT, IE= 277.92 56+00 46.16 LT, IE = 274.78 + NOTE: SANITARY SEWER MANHOLES ON PORT PROPERTY glo 50+00 45.00 LT, IE- 277.80 57+00 45.00 LT,IE = 274.28 PLAN TO BE ACCESSIBLE FROM ROAD BY CITY VEHICLES. AREA RESTORATION AS REQUIRED TO PROVIDE ALL WEATHER sR TO 51+00 45.00 LT,IE=277.30 58+00 45.00 LT,IE = 273.78 SCALE: 1=50 EEIDLETAIL ONSSHT SL2MANHOLES ON PORT PROPERTY. 9. bry 52+00 45.00 LT, IE- 276.79 59+00 1 45.00 LT,IE - 273.27 e_ 53+00 45.00 LT, IE a 276.29 60+00 45.00 LT, IE - 272.77 3.5':MIN:COVER OVEN::::: ... ..... EXISTING`P LINE ;,;. RECLAIMED WATER.::,::::::". .EXISTING TEL LINES . EXISTING P:LINES EXISTING GRADE APPROX. LOCATION AND DEPTH :'.:::;.APPROX.- LOCATION AND:DEPTH EXISTING P LINES.: APPROX.:LOCATION:AND DEPTH... OVER PIPE '...... ::.. APPROX. LOCATION AND:gEPTH; :.: :: "1 EXISTING TEL LINE 280 260 .I'. ...-. ..... ..._.._....... .._-..a_......... .:_.. - -- -- - - ---- -- .-...... -� .. ... APPROX.-LOCATION AND DEpT1.1_..,. .. .._ - MAINTAIN :: - 273 - 27S ::. POSITIVE - 1_.. ..... ! 5, -T I.. 46+00 GRADE - 12 HDPE DR:1:1: MAINTAIN f . SiA 49+60 RECLAIMED WATER ". 1. 0.1% MIN. I POSITIVE T NIGH POINT 1N RECLAIMED WATER ( .. EXISTING TEL do P LINES ... (:::..••..1.. .. K. p INSTALL AIR RELEASE VALVE ASSEMBLY I .... GRADE ::' ::.: .: :: .eo .. -... .: , ... ,:.:_ 01%. MIN ..... .... .. ... .. .. •. .... 270 ;..� PER DETAIL ON SHT SS-28 :.. ,. -- -. ---- 'w•. 0 N 8 W TEL & P LINES - . _.._. _ -4 --- - ._.. ...---.:.---- . . _-.. -- -...:---- - ,-- --, t---`�. ... 40 :at _ EXISTING _.._._�._ _ _...... ....._._.._._..-._....-............. ...... ...... ....... ..... .. .. .LOCATION ... .. .. _.._ a APPROX. LOCATION AND DEPTH .. �r� ' APPROX. TION D DEP1H os _ PROFILE ::. ! f:.. ... :,: .(..... N- HORIZ: 1=50 ..... .. ...... '9.''•. zwve ..... .... ... ....... .. .. .. ... .... ... .. ... .. .. .. - a7 Eo '? : ....... ... ... �:... VERT:-1=5 ... ` ... .- 265 !: �i r c 0 5 NA L 56+00 61 00 � EXPIRES 2-17- 51 00 REC LAIMED D WATER(PURP LE PI PE) b� 08 m EN . To LINES R. :..EXISTING *L:LINE m o EXISTING TEL L.. ::EXISTING TEL,:P &.GAS LINES Qw - ------ --- APPROX. LOCATION AND:DEPTH ;: �':AP �APP .. ........ ....... _,.. ;-.: .. .... OVER PGIPERADE. EXIS ING B W ........, ..... (: EXISTiNGOCATIONEANq _.. . 280 ,- MH26 481 TYPE I MH PR _....... _. -- - -- - ------ - _ 280 .. & TEL LINES ... .. - -- -- ---... _ _ LOCATION AND DEPTH APP:ROX. ':RIM._:283:Ot (MATCH_ .... .. .:.. ... ....... ... x LocAno AND DEPTH LOCATION AND ExIS.TiNG'GRADE) :::! Rt3 N EXISTING.P rrIH29 48"0 TYPE i MH E 3 DEPTH ao IE:IN 267.88 (18 NW) LINE MH28 48"0 TYPE I MH 1• RIM 279:Of (MATCH .. IE OUT = 267:78 (18" S) APPROX. RIM - 280:25t (MATCH MH30 48"0 TYPE I MH EXISTING:GRADE) __. a#E -EXISTING _:__ "` --- :.. _... M.... RIM -_278.0±(II�ATCH 275 .._. . . ..._.._ .._.. LOCATION EXISTING--GRADE).!.. .... ..... IE IN.. .265l3.(.18..N) ;. ..... 275 GAS.LINE EXISTIND:GRADE) .- MH31::48"4 TYPE:I MH f2, 128 LF 18" SS AND DEPTH IE IN = 266.4.9:(,18," N) ;: E OUT 265.63 (18" SE) 0 S - 0.22%- APPROX. IE.IN =:265.16:(18":NW)::: ! RIM:=:276.5t.(MATCH no - 241.LF 18' SS ..: - IE OUT 266:39:(:18":S) '. - - '-IE OUT 265A6:(18',SE)_ _ EXISTING GRADE) S 0.22% AND DEPTH IE IN 266.99 (12" W) 300 LFS 10 2% " _;_. _ _:-:.. . ....... . IE IN - 264.60 (18" NW) 270 IL OUl - 264 50 �18" S) c IE IN - 265.10 (12" NE) 1 vI ti ---- MH27 48"/ TYPE I' MH ... -- - 265 MH25A 48 0 TYPE MH t....MATCH _ - _ L.. t SLOP .:_C:._... -------- _. _._ .........- .__.I- . .RIM =;282.0...( - RIM ?83;Ot.lMATCH 1300 LF ti 18" SS t .. 1. .: 7 .:. (...:. 265 I" EXISTING-GRADE) PROFILE L 8, �S EXISTING GRADE): ;.... ® S = 0.22% i 3 F v 1 S 210 LF - 18" SS E IN = 267.25:(18 N) HORIZ: 1-50 ... . Z1 ® S = 0.22% 7, IE IN:=:268:26 (18".:W) - (: :...... k 0 S = 0.22% R I IE OUT = '267.15 (18" S) VERT: 1-5 260 E our =:268 16 (?8� SE)I. ..: ..�:: -. 6GIoo.. 61+00 o 46+00 51+00 SANITARY SEWER + 0 a E I Nj PROJECT NAME DRAVANG NO. g Q REVISIONS DALE BY DESIGNED �N61NRIN6 18 OF 32 JKD ONE INCH AT FULL SCALE. SHELTON REGIONAL WATER CONVEYANCE PIPELINE DRAM IF NOT,SCALE ACCORDINGLY ENGINEERING.-NNING.ENVIRONMENTALBCIENCE8 AND WASTEWATER SYSTEM JDF , 6 0 U P PLAN/PROFILE CHECKED PMX01401-CONY ► ,zn rRvaNnvE„"E CONVEYANCE/RECLAIMED WATER PIPELINES a JOB N. sws�es�s is"�zs�es�ows T2�16-2125-016 P01 I Co a R c eairoRd SHELTON,WASHINGTON STA 46+00 TO STA 61+00 5 E.i APPROVED 'A.A/LY 2007 Ca At.,y a 10' MIN. SEPARATION (TYP.) SE' EASEMENT LIMITS E.o SEE DETAIL ON SHT SS-27S-27 / 12" RECLAIMED q :' 18- SS (PVC) WATER a / _.._-------------- MH32 STA 63+10.3, 35' LT MH33 STA 65.85.7, 35' LT TREE REMOVAL UP TO 75 TREES ON PORT PROPERTY MAY BE REMOVED AS PART OF PIPELINE CONSTRUCTION. cn / 7 t w __ Is TREES TO BE REMOVED WILL BE FLAGGED BY THE CITY Ci ----- I N e�+--^- �v rtv �H av RV r ev �>- fi<` / MH35 OF SHELTON (WITH PORT OF SHELTON APPROVAL). _ I STA 70+50.87, 35' LT CONTRACTOR TO NOTIFY CITY OF SHELTON INSPECTOR - ----.. 0 ��. cn PRIOR TO CONSTRUCTION IN AREAS CONTAINING TREES. w -- y =v-•...___._ __ - -_ a DO \ 82+OD 63+ _._..-_-_ 6+00 _-- A_5+6G 71�- Ld 0 ? :.. ..—....... �._._..__..—.........._—_.�r..---_--�--� :IZ •---,r _. PIPELINE DESIGN DATA I ' _ » —._.�..._...._....�...rti„�......_."..._. ,.�-- . 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AREA 67+00 45.00 LT, IE- 269.25 :o se+oo 45.00 LT,IE = zs9.,a PLAN RESTORATION AS REQUIRED PROVIDE ALL WEATHER VEHICLE ACCESS TO ALL MANHOLES ON PORT PROPERTY. 69+00 45.00 LT, IE= 270.42 SCALE: 1=50 SEE DETAIL ON SHT SS-29. 70+00 45.00 LT, IE - 273.98 0 71+00 45.00 LT,IE - 275.24 i3 :. ..... .'..::.: .. :: ::: :::.:. .... :::::" .::: .... .. ;... .. ....... ....... :EXISTING GRADE:::: ..... ....... ... . ......... ..... .. .... w .. ... >� .. OVER: . .... 3 MIN COVER OVER.. 3tl I...... APPROX.LOCATION AND DEPTH ... .. .. . -� ....; ....... REGLAIMW WATER•.. ... ... ... .. ....... .. .... ....... 275 _ - -- ---- -- - �a ....:.......... ......... .. ......i. . ..... .. .... ... . ...... __ .. ... . -r .... .... ..... ......... ��/ MAINTAIN I .......:: ::.::::.:':'::::::: O::GRADE:: :...... ...... g 270 ......... ................... ........ _ 270 ......--- -- =--'-------- STA 70+33 ..u ....... no _MAINTAIN. ::. ".: :. �... .... ..... .. .... ... �- POSME .. .. PIPE GRADE:CHANGE RECLAIMED.WATER: .. STA 67+56: - 5 'I . .........:.........I........ , G .... .. . .. .... Ie::.27 .2 .. :.. ...... o" " :':I :.::: LOW POINT IN RECLAIMED WATER., ....... .:: .. BADE �P I 0:1X MIN.:::' :. - 68+69:: ...... ....... ....... ...... ....... .. ....... 26s as 26s .......,... ..... ;. .. iE - 269:0.;. - - - -- - -- - STA i .... :I - ... ..... PROFILE IE - 269.. .... .. ... i:. ............. t......... ... .. .. ..... ...... .. .... .. .. ..... ..c .. ... .. .. .... ....... .. ... .. ... .... ..... :.. : ..:.. . ry .. ... i. . .. ...... ... .... .. . HORZ: .1=.50........ ... .... .. ... .. .. .. .. ..... ... .. .. .. ... .. ES .. .... ... .. ....... .... .. .. : .. ....... ... .. ..... .. .... .. ..... _ :j:. :(:.. :. .. :t... VERT: 7=5 .... .... .. ... ...... ....... 260 ... .. ... . .... ..i... E°d 260 s 8 61+00 64+00 68+00 70+00 72+00 -m RECLAIMED WATER(PURPLE PIPE) o> ru -� .... 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SN�f III I11� DRAWN IF NOT,SCALE ACCORDINGLY SHELTON REGIONAL WATER CONVEYANCE PIPELINE 19 OF2 3 N JDF FILEPMxo,aot-coyly t l I C u p ENGINEERING "A NG.ENVIRONMENTALSCIENCES AND WASTEWATER SYSTEM PLAN/PROFILE CHECKED I IR."R"°EN°E CONVEYANCEIRECLAIMED WATER PIPELINES JOB N°. uraNER,w"sNwG.Gru oa�oo 216-2125-016 P01 CiA ER",-mental *�xs�E� . I zs���oo," ,� + SS-16 e"a R^=.."u°^uI SHELTON,WASHINGTON STA 61 00 TO STA 72 00 Q APPROVED IA JULY 2007 c—Itm9 ...oa m.v,..==m 12" RECLAIMED WATER` g MH36 MH37 25' EASEMENT LIMITS ; I I I STA 72+93.36, 35' LT STA 76+87.09, 35' LT (TYP•) g -------------- - -C ---- ----------- + -\__ ----------* -� RV RV RV RV RV .. V RV RV ss -----tt--- ss ¢ 73+00 74+00 / 75+00 76+00 77+00 78+ r/ 7f1'C tiG 00 j 18" SS (PVC) 10' MIN. f' I r*t rill y� SEPARATION (TYP.) cn I o m ! PIPELINE DESIGN DATA N� �� PORT STA 12"RW PLAN ,I �g 72+00 45.00 LT, IE= 275.36 NOTE: SANITARY SEWER MANHOLES ON PORT PROPERTY SCALE: 1=50 TO BE ACCESSIBLE FROM ROAD BY CITY VEHICLES. AREA 73+00 45.00 LT, IE= 275.48 RESTORATION AS REQUIRED TO PROVIDE ALL WEATHER oN 74+00 45.00 LT, IE- 275.60 VEHICLE ACCESS TO ALL MANHOLES ON PORT PROPERTY. 75+00 45.00 LT, IE - 275.72 SEE DETAIL ON SHT SS-29. s� 76+00 45.00 LT, IE= 275.84 2 I 77+00 45.00 LT, IE- 275.96 U 78+00 45.00 LT, IE - 275.00 IS .. ... ... ,... .. .. .. .. :: .. :... .: .:a ... ...... .. ... EXISTING.GRADE: $o HIGH POINT IN RECLAIME.O WAFER:. ..... OVER:PIPE 3' MIN COVER OVER ;. .. ..... INSTALL AIR RELEASE VALVE ASSfM9CY:: .. RECLAIMED WATER::: AI N S S- 8... ...... .. PER DETAIL.0...HT:S...2. i I .. .. ....... i I _ 280 IE - 276:04 , i 280 .........:... F I� .... ... .... , .. .. .. ..... r .. t _ O w�i 275 ; F : .. i .... ..a ...:... ... .... - _ .. . .' a .. ^ 27S r __ � - - - - - -e- .. .. .... ....... ... . MaNrarl:'" z I �N I VE ... A/ _ osm ..P .I. "N ... N P .. .. ......::_..._-...........:..... 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S'ONAL 6a /S 07 EXPIRES 2-17-08 NIDT IN clDNTl;tACmr a E `I Q REVISIONS DAIS 8Y DESIGNED � ryllN�'r�]IY/ PROJECT NAME DRAYANG NO. oNE INCH AT FULLSCALE. {'IV IIL-HS IIV SHELTON REGIONAL WATER CONVEYANCE PIPELINE 22 OF 32 N DRgIN IF NOT,SCALE ACCORDINGLY ME NAME ` � 0 U p - AND WASTEWATER SYSTEM lz ' EN°NElRINO.PUINNNO.ENVRONNENTAL 6CIENCE9 o, CHECKED PMX01401-CONY ►� 13]1FRYMAVENUE CONVEYANCEIRECLAIMED WATER PIPELINES SS-19 JNER.~^ '°°°°'� NOT IN CONTRACT 216-2125-016 P01 Can R,creoR,mt°i T.25J.BB].5@e F.35]!6]09C8 °Ra Re°F.°9°gym 4w SHELTON,WASH APPROVED DAT5ULY 2007 coR.,Nt.,y �� NOTE: CONTOURS IN THIS AREA ARE APPROXIMATE. 20 LF - STUB-OUT 12" PVC O S = 0.22% WRP PROPERTY LINE ��, STA 5+99.16 CONTRACTOR SHALL VERIFY EXISTING CONTOURS PRIOR e v il � \ IE = 255.00 1 I TO ACCESS ROAD CONS C710N 11. , ■ I,, `s`" /,/ INSTALL 2" BLOW-OFF ASSEMBLY j ] 0 I,7 •t,STUB-OUT TO BE CAPPED -�.` T I�_ ---- , t •1 y�' 5:', i \ �j k PER DETAIL ON SS-26 / FOR FUTURE CONNECTION __ �_-� :-'� _. a ! ;i _ NOTE: SANITARY SEWER MANHOLES ON PORT PROPERTY 25' EASEMENT LIMITS (TYP.) ;� ROAD GRAD 66.5 ,, i ,!i'1' y TO BE ACCESSIBLE FROM ROAD BY CITY VEHICLES. AREA 1 ..► �, 'i` � PROPERTY LINE 2 p\ j }',.y1 �} RESTORATION AS REQUIRED TO PROVIDE ALL WEATHER f rf 12" RECLAIMED WATER �. -- I >I-v-_- r.._- \,y„u, r. 1111 VEHICLE ACCESS TO ALL MANHOLES ON PORT PROPERTY. 10' MIN ti 30' R (TYP.) 10 LF STUB-OUT .SEE DETAL ON SHT SS-29. y SEPARATION (TYP.) 1 / 1 10' MIN. 12" PVC O S SEPARATION (TYP.) `• IE = 259.3 I,b�-• ::. .__ I I ` I ,`t 1. rf,..�? \, F��,�+' `�� �, ...,,`1 �, Z y 1 STUB-OUT TO BE CAPPED 1 1 , FOR FUTURE CONNECTION \ \ y MH22A i ! ! R� `S�J'' a �7' " \�------------ - �I ;,` 1 \ STA 2+95, 0' LT \.\ SNji%� T' ---- ! I.. h1:% i 1 STA 5+90,M0?LT Ik 1 l �\ t RV ss�--ss ss _ MH22 _ --- -- --- J Ilk .w MH39 SHT SS-14 = 0.22% � 30 LF STUB OUT -� 04. ' _'__. t � 11 SEE `~\ � - -273®65 o P m oD \ ez+oD e , 'STA 83+27.12, 35' LT �. 1 \ " % STUB-OUT EXISTING ; �\ x r TO BE CAPPED FOR '-� 'i %� j T' ' 25' EASEMENT Y FUTURE CONNECTION AND MARKED FAIRGROUNDS RD / _ EL = 270.5t i 1 j `I ` %%,� / \; St \ f % LIMITS (TYP.) WITH SIDE SEWER MARKER POST PER DETAIL ON SHT SS-29 18" SS (PVC) . l \ ; \ 2" SS PVC CONTROL POINT�®_� EASEMENT EXTENSION FOR 18" MIN. VERTICAL SEPARATTI �VV{ � ( ) \ul POWER SERVICE TO WRP CROSSING, WITH WATER LINE OVER � i i /r , i i i ± , � / N �' \ REFER TO SHT G-3 J `� BOTH SS AND RECLAIMED WATER PIPELINE DESIGN DATA 00 / WRP ACCESS ROAD r r ( 'S5 MH38 CONSTRUCTION PER PAVEMENT i�A �,` ��,� y !`'!t(t t I PAVEMENT REPAIR PER STA 80+45.40, 35' LT SECTION ON SHT SS-27 ;j Q \ �� DETAIL ON SHT SS-23 PORT STA 12"RW A + 0+10 10.00 LT, IE = 278.85 PIPELINE DESIGN DATA (24' ROADWAY WIDTH) SEE SHT SS-14 x0 \ t� 1+00 10.00 LT, IE - 279.06 ' PORT STA 12"RW \Ia` - FOR CONTINUATION \ 52 79+00 45.00 LT, IE = 271.59 \\\ \ ,�\ \ 2+00 10.00 LT, IE = 279,97 c 80+00 45.00 LT, IE = 260.61 �� \\� 3+00 10.00 LT, IE = 279.97 $0 81+00 45.00 LT,IE = 266.49 PLAN \\\ \�{i t 1 PLAN 4+00 10.00 LT, IE - 280.42 -oN r ] 82+00 45.00 LT, IE 264.96 SCALE: 1=50 SCALE: 1=50 5+00 10.00 LT, IE - 280.88 5+99.16 10.00 LT, IE= 281.33 to 83+00 45.00 EXISTING:GRADE.::':? ..::: .::: ::: :::-.. WRP_PROPERTY LINE:(END;OF. :::::: ......: :: ::: :::::..... .. .. ..:: ...:: mw i....:... i ....... g< OVER RIPE .::: CONTRACT:FOR RECLAIMED.WATER) :. ....... ..... 2 BLOW-OFF 3.:MIN:COVER OVER:;- R OVER -� .. _ ::.. :::: .. ........ .. ... ASSEMBLY RECLAIMED_WATER::::: .. o ... .::': .. . ...... 265 ...... 285 260 280 ..... ' 12" GATE VALVE .... __ `RECUIIMER WATER _ _...... .... . . 77 0 _ _.. _:..._. _...._... ._...... _............._._.._....... -. .. - ._......._. . �a ..... . OVER PIPE om ": .... ... mo ... ..... .. .... ... .... ... pGOs/nl,E CAP RECLAIMED WATER..'::],........ . 0 U lx £ -�`.. AT PROPERTY LINE ..:':::: 255 280 :::: _ _ ......._. 280 0 255 - _ IE = 257 71... -- .... -- -- .... :. . .. M/ .. `�_�__� MAINTAIN �� 12..DIP.CL 52 PROFILE POSITNE - J INTS. ..... W/ RESTRAINED 0 HORIZ: 1=50 :::',::::::::'i:::::::..t:::... .: BADE RECLAIMED WATER..: €_ RECLAIMED WATER VERT: 1=5 275 o.G1% MIN. _ 275 ..... 7_0 ot,S 250 ...... ....... .... .. ,... ..... 250 _. ._.. ..... .. a mo 79+00 80+00 81+00 88+00 RECLAIMED WATER(PURPLE PIPE) 12 TEE: PROFILE ao :::. . 0 0 FOR CO..;...T.... i. :: HVERT 1=50. 270 E< 0+00 1+00 2+00 3+00 4+00 5+00 6+00 5� EXISTING GRADE , 270 m< OVER PIPE WRP..PROPERTY:LINE: RECLAIMED WATER PURPLE PIPE :.I.... 270 8 y 270 ..... ..:::: .. .... ... ........ ....... ....... ....... :..: .....:. .::: :. :.. .: .. .. a EV, .... ... .... ..... .... ,.. .:.. .. :: : :: .... :: .... :: 9« ::: :..:': .... 285 ... . MH22 (STA 0+00 = STA 35+60) _ _._ . ... .:: 285 N 265 . . 5 MH38 48 0 TYPE I MIA $ITT SS,.14 1� RIM = 272.18#.(MATCH I. t.. �u< MH39:48'm TYPE'I MH::' ROADWAY FINAL:GRADE)..:: ... .. MH2219.: o RIM = 267 181 (MATCH:' ... ":. MH22A _ 260 IE IN 255.46 (18 W): ROADWAY FINAL_GRADE). __.. 260 280 RIM 284;0-(MATCH EXISTING_&BADE) RIM = 285.0 (MATCH_EXISTING GRADE) IE OUT = 255.36 (18"-SE) - IE IN ='273.09 (12" W)- �� IE IN = 255,96 (12„ E) : IE IN = 254,75:(1$ .W) IE IN 272.34 (12" W) 280 6! IF OUT = 254.b5{18.".SE)':; IE OUT = 272.24 (12" E) 99 (12° SE) IE OUT 272 oG _ i IE OUT 259.80:(12".E) P 255 �� :: :::..: 255 275 295 LF 12" SS __. ._ ® S 0.22% SLOPE.:. 275 ox ... ... N 279 LF 18" SS 10 LF STUB-OUT OS: 306`l x O 5 0.22% IE 254 35 250 270 270 250 _ STUB-OUT T0:..8F CAPP€D FOR. 79+00 FUTURE CONNECTION 29 LF PROFILE 12 S K. p :.' {END OF CONTRACT FOR SANITARY IE - 271.59 - - - or'wesw7eo� ::: :: . :. HORIZ: 1_50. SEWER) . ...... ::. (SEE SHT SS.14); HOROFI 90 ..:5 2' SS 45 ..... .. ............. ... . VERL1-5 .. .. .... ... ... .... ... .. 6 0 245 285 T ® S 0.22% 0 LF STU OU m - 265 �- 51+00 SANITARY SEWER 88+00 0+00 1+00 2+00 3+0o a+oo 5+00 + o , STa SANITARY SEWER ass/ON...... � 07 EXPIRES 2-17-08 LSIGNED ,� I L yrJr,.IM� PRO•ECT NAME DRAWING NO. o Q REVISIONS DATE BY DE JKD ONE INCH A� TFULLSCALE. /"U`nnIU"_p% _ SHELTON REGIONAL WATER CONVEYANCE PIPELINE 23 OF 32 DRAWN IF NOT,SCALE ACCORDINGLY 4 JDF '�S U U P ENO NEERING.PLANNING.ENVIRONMENTAL 9CIENCF9 AND WASTEWATER SYSTEM PLAN/PROFILE r PMX01401-CONV I11 I 31FR.A-ENGE CONVEYANCE/RECLAIMED WATER PIPELINES SS-2O CHECKED SUMNER,V,ASHINGTON 96399 x 216-2125-016 POt "I,E".�"""""",a 9.351]9Et5]M]D98 STA 79+00 TO STA 83+27.12 APPROVED IA Rd Ne�,eeuwla ," � SHELTON,WASHINGTON < )JULY 2007 coR9VI,1Ry a, 3 s x g NOTES: 1. MANHOLES TO BE CONSTRUCTED IN ACCORDANCE 5. KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE WITH AASHTO M-199 (ASTM C 478) UNLESS OUTER DIAMETER PLUS MANHOLE WALL THICKNESS. A OTHERWISE SHOWN ON PLANS OR NOTED IN MAXIMUM HOLE SIZE IS 36" FOR 48" MANHOLE, 42" FOR a STANDARD SPECIFICATIONS. 54" MANHOLE. MINIMUM DISTANCE BETWEEN HOLES IS 8" 14" 1 t" y .� 2. ALL REINFORCED CAST IN PLACE CONCRETE (MEASURED ON THE INSIDE OF THE MANHOLE). 1 q All - SHALL BE CLASS 4000, NON-REINFORCED - -- 1 CONCRETE IN CHANNEL AND SHELF SHALL BE 6. MANHOLE SIZE DEPENDS ON SIZES, LOCATION AND c CLASS 3000. ALL PRECAST CONCRETE SHALL NUMBERS OF HOLES FOR PIPES. MANHOLE DESIGN AND BE CLASS 4000. NON-SLIP PATTERN SIZE SHALL BE APPROVED AND WARRANTED BY THE m 3. PRECAST BASES SHALL BE FURNISHED WITH MANHOLE SUPPLIER. NON-SLIP TREAD SURFACE -y CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL EXTRACTION RESISTANT R HAVE A WALL THICKNESS OF 2" MINIMUM. SURFACE q 7. FOR HEIGHTS OVER 25' MANHOLE BASE SLAB DESIGN ELEVATION 4. ALL BASE REINFORCING STEEL SHALL HAVE A SHALL BE DESIGNED BY A STRUCTURAL ENGINEER. MINIMUM YIELD STRENGTH OF 60,000 PS AND BE 6 PLACED IN THE UPPER HALF OF THE BASE WITH 8, GROUT ALL PICK HOLES INSIDE & OUTSIDE. _ 1" MINIMUM CLEARANCE. 3? -'---13 Oy LOCKING LID PLAN MASTIC " OUTSIDE 0- GROUT 16" MAX, o° MASTIC & GROUT REQUIRED 1/2" GRADE 60 6' g6 INSIDE 28„ 4" MIN. BETWEEN EACH RISER LIFT & REINFORCING MAX. BETWEEN FRAME AND RISER STEEL BAR a� f--24" (SEE RISER DETAIL THIS SHT.) 15/16" ¢�. a� Lc S., ISER SECTIO ADJUSTMENT SECTION E< 12" TYP. GRADE RINGS REQUIRED PRECAST CONE (ECCENTRIC UNLESS F- -� OTHERWISE SPECIFIED, CONE SECTION IS FLAT s = =4N ON TYPE III MANHOLE) FOR ADDITIONAL ��� 1 1/8 0 00— 48" OR 54 INFORMATION ON TYPE III MANHOLES, SEE RISER DETAIL(PLAN VIEWn ==w WSDOT STANDARD PLAN B-23C SIDE ELEVATION SECTION A—A uj °' ---- ----- ---- SEEP�WG. NOTES: s� MAX. HOLE SIZE IS 36" PRECAST RISER SECTIONS 1. STEPS SHALL BE STEEL REINFORCED COPOLYMER POLYPROPYLENE PLASTIC CONFORMING FOR 48" MANHOLE, 42" (GROUT INSIDE) TO: 8"' FOR 54" MANHOLE 7s (SEE NOTES 5 & 6) —.--- — LADDER (A) ASTM D 478 AND AASHTO M-199, EXCEPT THAT THE MINIMUM HORIZONTAL PULLOUT LOAD SHALL BE 1500 LBS. in KOR-N-SEAL BOOT I GROUT REINFORCING STEEL (FOR (B) ASTM A 615 GRADE 60 (DEFORMED REINFORCING STEEL BAR). (GROUT INTERIOR) PRECAST BASE WITH INTERGRAL RISER) 2. ONLY STEPS APPROVED BY THE ENGINEER SHALL BE USED.. 5 0.15 SQ. IN/FT IN EACH 3. ALL FABRICATION DIMENSIONS INDICATED ARE MINIMUM. -� CONSTRUCT CHANNEL DIRECTION FOR 48" DIA. �m AND SHELF TO THE 0.19 SQ. IN/FT IN EACH 4. THE MINIMUM TOTAL CROSS-SECTIONAL AREA OF THE EXPOSED PORTION OF THE STEEL, Sy CROWN OF THE PIPE Q��\Q• DIRECTION FOR 54" DIA. INCLUDING THE 1/2-INCH DEFORMED REINFORCING STEEL BAR, AND EXCLUDING THE NON-SLIP -o PRECAST BASE WITH TREAD SURFACE, SHALL BE ONE SQUARE INCH. INTEGRAL RISER 5. THE ENTIRE POLYPROPYLENE PLASTIC MATERIAL SURROUNDING THE REINFORCING STEEL BAR ER SHALL BE CAST MONOLITHICALLY. MINIMUM COVER SHALL BE 3/16-INCH. 90 6. THE FOLLOWING DIMENSIONS SHALL APPLY UNLESS OTHERWISE NOTED OF THE DRAWINGS OR 48"fi DIA.-6" STANDARD PLANS FOR SPECIFIC STRUCTURES:g° 54' DIA.-8' 6 CRUSHED SURFACING BASE COURSE 6" MIN. DEPTH D = 6" t11/4", E = 1/4" t1/4" z.E COMPACTED TO 95% OF 7, STEP SHALL BE SPACED AT A MAXIMUM OF 12-INCHES. STANDARD DENSITY 8. STEPS SHALL BE INSTALLED IN ACCORDANCE WITH THE iri ALTERNATE POLYPROPYLENE SEPARATE CAST PLACE OR TYPE I & III MANHOLE APPROVED MANUFACTURER'S RECOMMENDED I �+ � SEPARATE PRECAST BASE ■• n PROCEDURE. PLASTIC STEP �I (48 & 54 ) REINFORCING STEEL (FOR SEPARATE BASE ONLY) .\ APPROVED. o Ylc •%` Olr/� APPROVED: �,Ir 1\l,�. 0.23 SO. FT./IN. EACH DIRECTION FOR 48" DIA. 0.30 SQ. FT./IN. EACH DIRECTION FOR 54" DIA. CITY ENGINEER DATE ENGINEER DATE K. p�6 •A"ua;ns A str°nnrt oArz: BY, Dvrcy .is '9u<WNnp A fFonprt Community pq�; BY.` 0'/if:,Y TOCSTRSA'cRmm"ratty DATE- �OT Ni' �� 8/3/05 SW NOT TO S'GUf SS-1 8/3/OS SW NOT i0 SCALE $$•4 �0`' �O zone ] R SSIONAL GT EXPIRES 2-17—88�! 0 E 0 ry/yrrn y PROJECT NAME DRAWING NO. REVISIONS GATE BY DESIGNED FW� tIIVIIIkkiS�ll� 24 OF 32 JKD oNe INCN wr FULL senLE. SHELTON REGIONAL WATER DRAWN IF NOT.SGAIEACCORDINOLY ` O U p - AND WASTEWATER SYSTEM JDF ENGINEERING.PLANNING.ENVIRONMENTAL SCIENCES CHECKED PMX01401-CONV 1 1 I ,,,,FRYARA�E CONVEYANCEIRECLAIMED WATER PIPELINES DETAILS SS-21 JOB O. $LIMNER.WnSHINGTON Be,90 <' 216-2125-016 POI Civil,ERRa.on,n.ntol ,s,ze r as�es�.os<a and Rave"lionW SHELTON,WASHINGTON ICJ APPROVED DATEULY 2007 Co Ring g x a 3 4 EA. SAME 2 EA. SAME PLUG PLUG AS 45' BEND-\ AS 45' BEND OR CAP OR CAP PLUG a e OR CAP ° > a TRENCH WALL TEE/DEAD END CROSS CROSS W/ CROSS W/ ONE PLUG TWO PLUGS a UNDISTURBED LzL N N o BEARING SURFo (TYP.�CE 4 T' L EP MANHOLE - w FRAME & COVER z <¢ L_LLLLL ip�•- LLLL g g I HINGE - oN (TYP.) LL L 1 TIE S RODS LLI.ILL LLLaI o 3- 4----- CENTERLINE _ _ - LLL�L •_ II LLLLLLL ttLLLLLI y - - LLLLLL L���a - -- - - 11 1/4', 22 1/2• - AS TEE EE "� L" LL;` & 45' BENDS 90• BENDS VALVE TYPICAL ELEV. TRAFFIC (RECTION�/ LIFTING EYE TYPES OF CONCRETE BLOCKING NTS ° �1\ �lif — - --EP— — — — — — — — -- — — — — — — — — — — - -- ---60 �I PLAN VIEW TABLE A TABLE B THRUST (IN LBS.) PER PSI OF WATER ALLOWABLE BEARING PRESSURE -- PRESSURE AT VARIOUS FITTINGS FOR SOILS TYPES �a HINGE - -- `<:)�p DIMENSIONS (IN.) ATTACHMENT �G �$Q„° o PIPE BENDS TEE SOIL TYPE BEARING RESSURE LOCKING b$° S 11 1/4• 22 1/2• 45• 90, DEAD ENDS LBS.�O. FT. -> / /! A O H /� p p of 1 HINGE 4 3 7 13 24 17 PEAT OR MUCK D �° ' 24"' HINGED MANHOLE U I G °p0°�0 0� _ 6 7 t5 29 53 3e ALLUVIAL SOIL 1,000 COVER AND FRAME\ ` 331/z" 24" 4" DUCTILE IRON — oWo° 8 13 26 51 95 67 SOFT CLAY 2 000 � l� MANHOLE FRAME o °p=� 10 zt at ao 148 105 SAND a o00 !\ WEIGHT (IbS) p ; g0 J 12 30 60 115 213 150 SAND &GRAVEL 6,000 Eo COVER & COVER O 14 40 80 157 290 205 SAND &GRAVEL W CLAY 8,000 FRAME ONLY KEY HOLES Oo 16 52 104 205 375 267 SHALE t20oo 5 eL'I'FTING EYE 195 122 �' O 18 66 132 259 479 338 ROCK 20 000 20 82 163 120 591 418 REFERENCE 24 119 235 a61 ast 602 EXAMPLE ty ISOMETRIC VIEW RE 24 R8 FD DUCTILE IRON LIFTING EYES REQUIRED BEARING SURFACE FOR A 90• BEND IN 8' LINER MANHOLE LID �$ NOTES' CDPA60EHSEW — TOP VIEW WITH MAXIMUM OPERATING PRESSURE OR TEST PRESSURE OF NOTES 200 PSI AND SOIL BEARING STRENGTH OF 8,000 PSFI ES 1.) MANHOLE COVER AND FRAME SHALL BE CALLED PAMREX OR H TABLE "A' SHOULD BE USED PATH THE MAXIMUM THRUST = BEARING AREA (SQ. FT.) o APPROVED EQUAL. COVER AND FRAME SHALL BE PRESSURE ANTICIPATED FOR HYDROSTATIC TEST SOIL STRENGTH -o MANUFACTURED FROM DUCTILE IRON. HINGE MUST BE __-.___00 _ PRESSURE OR SURGE PRESSURE. PERPENDICULAR TO FLOW OF TRAFFIC. SEE PLAN VIEW. (WORKING PRESSURE TIMES 1.33) THRUST = 95(FROM TABLE) X 200 = 19,000 LOS o � 0A S 2.) COVERS SHALL HAVE LOCKING ATTACHMENT. COVERS SHALL BE ELEVATION VIEW IN ABSENCE OF A SOILS REPORT, AN AVERAGE SOIL 19.000 LBS AREA OF UNDISTURBED e HINGED AND INCORPORATE A 90 DEGREE BLOCKING SYSTEM TO ------- (SOFT CLAY) WITH AN ASSUMED VALUE OF 2,000 PSF 2,000 PSF 9'5 SO. FT. = SOIL REQUIRED PREVENT ACCIDENTAL CLOSURE. COVERS SHALL BE ONE MAN BEARING STRENGTH (FROM TABLE "B") MAY BE USED. OPERABLE USING STANDARD TOOLS AND SHALL BE CAPABLE of PAMREX HINGED MANHOLE CONCRETE FOR THRUST BLOCKING SHALL BE CLASS 3000 �p WITHSTANDING A TEST LOAD OF 80,000 LBS. °1_`+! FRAME AND COVER OR COMMERCIAL AT THE DISCRETION OF THE CONTRACTOR. .� ,,. ,,, ��v�E��,, HORIZONTAL THRUST BLOCKS SHACKLE RODS SHALL BE ASTM A-36 WITH MINIMUM YIELD /�- �� 3.) FRAMES SHALL BE CIRCULAR, INCORPORATE A SEATING RING AND /�` Wl LOCKING ATTACHMENT STRESS OF 36KSI (KIPS PER SO. IN.)MINIMUM ROD I APPRD D: :� A FITTED PLUG IN THE HINGE HOUSING, AND BE AVAILABLE IN A 'JI DIAMETER SHALL BE 5/8". •1) CITY ENGINEER DATE 24 INCH CLEAR OPENING. THE FRAME DEPTH SHALL NOT APPROVED: p �, REVISED: EXCEED 4 INCHES, AND THE FLANGE SHALL INCORPORATE NOTES IN FIGURES SUCH AS. 'SAME AS as• BEND' MEANS w i11 BEDDING SLOTS, BOLT HOLES, AND LIFTING EYES. CITY ENGINEER THE THRUST BLOCK VALUE SHALL BE THE SAME AS .B"IMiRE A SI," ,CoN,m°.der "B"Ildi.p A SO—Can"nladlyDALE: BY.- DY,G,y 0�1 TOGETHER" DATE: BY. DETERMINED FOR A 45' BEND OF THE SAME SIZE. TOGETHER" 8/9/OS SW 4.) ALL COMPONENTS SHALL BE BLACK COATED. �� 315107 SW SS-11 W-14 9P ]64]6 a E.S'I'2„b,I51E 'Gr STONAL F'a OT E �l EXPIRES 2-17-08 I PROJECT NAME DRAWING NO. Q REVISIONS DATE BY DESIGNS �—� �hcih the 25 OF 32 g ONE INCH ATFULL.GALE. SHELTON REGIONAL WATER DRAWN IF NOT,SCALE ACCORDINGLY r, 0 n Ii JDF I * Y ENGINEERING.—NNING.ENVIRONMENTALBCIENLE9 AND WASTEWATER SYSTEM CHECKED PMX01401-CONV 11 11]IFRYARAVENUE CONVEYANCE/RECLAIMED WATER PIPELINES DETAILS A� ' JOB N°' Ci 1,E-11-men1W SUMNER.WASHINGTGN 86]96 SS-LZ 216-2125-016 POt e6asze'I zs].e6n.°sae APPROVED DATE 66d R—eeti—ll s.ms��.wm SHELTON,WASHINGTON a DULY 2007 cogs°Iona WIDTH VARIES, IF WIDTH FROM EDGE OF TRENCH TO EDGE OF EXISTING SR-102 PAVEMENT IS LESS THAN 4', 1/2 LANE REPAIR ON SR-102 IS REQUIRED, PER DETAIL ON SHT SS-27 / ASPHALT RESTORATION i CEMENT CONCRETE RESTORATION TRENCH WIDTH ` REGRADE TO MATCH IF NO ASPHALT OVERLAY EXISTS, THEN RESTORE EXISTING GRADE ALONG 2" MIN. 5/8" MINUS o AS SHOWN FOR CONCRETE PAVEMENT ONLY. SR-102 AND PORT OF CRUSHED SURFACING SHELTON PROPERTY BASE COURSE 9-03.9(3) OR BLACK BASALT AS > MINIMUM-IF EXISTING ASPHALT IS DEEPER THAN 3", DIRECTED BY CITY ASPHALT PATCH TO 3" OR DEPTH OF EXISTING ASPHALT T _y THE ASPHALT PATCH SHALL BE THE SAME EXISTING GRAVEL SR-102 f� WHICHEVER IS GREATER DEPTH, INSTALLED IN 1-1/2" LIFTS. EDGE OF PAVEMENT 1-1/2" ASPHALT CONCRETE - ASPHALT CONCRETE bi WEARING COURSE (MIN.) (MATCH EXISTING) o 1-1/2' ASPHALT CONCRETE - EXIST. ASPHALT LEVELING COURSE (MIN.) SURFACING SAW CUT (TYP) ASPHALT TACK TOP WIDTH OF ASPHALT TACK C COAT W/SEAM 2,. TRENCH = O.D.+36" 12" COAT W/SEAM WSDOT 9803.9(1) �' SEALED PER MAXIMUM MIN SEALED PER =Y STANDARD SPECIFICATIONS. IN ( ) STANDARD SPECIFICATIONS. O g`gR UPPER 2 FEET 957 EXISTING ASPHALT a.�ti'v;:°<� *� <� j - BACKFILL COMPACTION o SURFACING t.��'���' �� :�; +''-':':� USING MIDIFIED PROCTOR •' .~T a EX. PAVEMENT c;d:;i K �• TEST(ASTM:D-1557) fib ti•: z"�-. t�:�rT.�,Yt.�. DEPTH BACKFILL MATERIAL SAW CUT (TYP) I,a ... ..,.`�: r:..,•• +•• ;�;r;�,_'•; „,::• a��:`c.'4; EX. CONCRETE NATIVE SILTY SAND R 2" MIN. CRUSHED :'•.+:c,ti t�''""'''s`'^%-``":�; r•' PAVEMENT AND GRAVELY SANDY 1 4.':`%~'9'"k::'+'`ti •;.T SOILS OR BANK RUN - SURFACING TOP COURSE ,. � y.,.;�w• - `�•�;,: 6" MIN. OVERLAP (TYP) GRAVEL FOR TRENCH €� ^'='i�'`:,'+°•at'.Y'•�"-- MATERUA�DISTURBE A•».���r Y BACKFILL WSD07 9-03.79 BELOW 2 FEET 909" y"' BACKFILL COMPAC7ION ryry CDF TRENCH BACKFILL ;,.�}r;';^:K'_�'"•• '"`.^':` CDF TRENCH BACKFILL - CONTROLLED DENSITY FILL PER "'' r;�;'. CONTROLLED DENSITY FILL PER SECTION 6" go �r+A'°'•"•;? %•,r' 'i 2-2808 STANDARD SPECIFICATION. N SECTION 2-2808 STANDARD J:..:.;:; '•: As;.; w 63 SPECIFICATION. ` '"::,•.Y•�"]� �'.'-i•?:• '4 Z _7 +;n;'••<'i^� 4' USE PIPE ZONE BACKFILL N - PER SECTION 7-08.3(3)** OF / a €a NOTES: fL+wtis COMPACTTHE �O gARDp�EC1FICATIONS a -8 **PIPE ZONE BACKFILL ;Yy ,''r �9 MATERIAL SHALL BE :`i"''� '•:`•:;; 6' CLEAN EARTH OR SAND, �' 'i" �'�` `,°•='`� GRAVEL BACKFILL FOR PIPE ZONE ;o FREE FROM CLAY, 6 FROZEN LUMPS, ROOTS, BEDDING. STANDARD SPECIFICATION 5� OR MOISTURE IN EXCESS Z 9-03.12(3) PEA GRAVEL ALLOWED TO SANITARY SEWER OR o OF THAT PERMITTING 0 D o 50% O.D. T*WIDTH OF RENCH AT RECLAIMED WATER PIPE g� REQUIRED COMPACTION. w _ ROCKS OR LUMPS 9- TOP OF PIPE LARGER THAN 3 INCHES D_ NOTES: E MAXIMUM SHALL NOT BE 6" **PIPE ZONE BACKFILL MATERIAL SHALL USED FOR PIPE ZONE BACKFILL. BE CLEAN EARTH OR SAND, FREE FROM CLAY, FROZEN LUMPS, ROOTS, OR *WIDTH OF SANITARY SEWER OR MOISTURE IN EXCESS OF THAT PERMITTING TRENCH AT RECLAIMED WATER REQUIRED COMPACTION. ROCKS OR LUMPS >7o LARGER THAN 3 INCHES MAXIMUM SHALL -E TOP OF PIPE NOT BE USED FOR PIPE ZONE BACKFILL. -5 ,P SEWER TRENCH MAXIMUM WIDTH OF TRENCH AT TOP OF PIPE o * 36 INCHES FOR PIPE UP TO AND INCLUDING 12" °�Vu�`. SEWER TRENCH 'a •1i EXISTING PORT V SHELTON ROADWAY CROSSINGS NOMINAL DIAMETER. A� MAXIMUM WIDTH OF TRENCH AT TOP OF PIPE * O.D. PLUS 24 INCHES FOR PIPE LARGER THAN �SUU ROW AND PORT OF SHELTON EASEMENT n� * 36 INCHES FOR PIPE UP TO AND INCLUDING 12" ,'pI;�`' AT>PRD`�D. 12" NOMINAL DIAMETER. 'rt_ �q' AovRo✓co: NOMINAL DIAMETER. CITY ENGINEER DATE 41Ny,� „N "Buuding A st 'I,.cm"muntty DATE; BY.• r"G,N CITY ENGINEER DATE C, * O.D. PLUS 24 INCHES FOR PIPE LARGER THAN T06ETRSR' "BIQRi A S=I c. ft DATE; BY. n"",I K. p. sx 12" NOMINAL DIAMETER. 814105 SAM NTS SS-16 row 814105 SAM NTS SS-17 ' �OF M1sk �Y yD'. "47a •'4�':i /SO7 e EXPIRES 2-17-08 0 a E PROJECT NAME DRAVANG NO. Q REVISIONS DATE BY DESIGNED, ONE INCH A~SCALE. �hCIh IHC SHELTON REGIONAL WATER 26 OF 32 g n DRAVIN DF VI NOT,SCALE ACCORDINGLY C O U P ENGINEERING.PUINNING.ENVIRONMENTAL SCIENCES AND WASTEWATER SYSTEM CHECKED PMX01401-CONV r,►1 I Il]1 FRY RAVENUE CONVEYANCE/RECLAIMED WATER PIPELINES DETAILS S S-23 JOB No,. CINI,EnNlOR .t.1 SUMNER.WASHING—BS].0 T.35]..W.SI1 F.ES]..S]_09"S 216-2125-016 PO1 aRa R.0...-.1 SHELTON,WASHINGTON APPROVED DATE c...Rma DULY 2007 0 3 o "I o 3 2"x4" WOOD POST ALT: STEEL FENCE POST 2"x2"x14 GA. WIRE FABRIC OR EQUIV. FLTER FABRIC MATERIAL 6" PROVIDE .75"-1.5" WASHED GRAVEL BACKFILL IN TRENCH AND ON BOTH SIDES OF FILTER FABRIC o ON THE SURFACE 2'-0" 0 i �F '\ 5'-0" 00 o 8" 3 MIN. U� g FILTER FABRIC MATERIAL 36" WIDE ROLLS. OPT USE STAPLES OR WIRE RINGS TO ATTACH i o FABRIC TO WIRE. I< 2"x2"x14 GA. WIRE FABRIC OR EQUIV. 9s R=25' MIN. L> o 0 f'F` €a Oo°DOo �� vo O o o� p 0D0 oc J ° o` 12" MIN. DEPTH ° 0 ioo rJ --- 0 op 0o �00o O o s ° 00DL ^ O p0C ,� BURY BOTTOM OF FILTER yN -- o o G ° ODI Ed ° Ss MATERIAL IN 6"x12" TRENCH 6' Max. 1 4" TO 8" QUARRY SPALLS U�:s �WOOD , STANDARD OR BETTER, OR EQUAL ALTERNATE: Eo STEEL FENCE POSTS PROVIDE FULL WIDTH OF o INGRESS/EGRESS AREA zE SILT FENCE STABILIZED F DETAILS C-11114", �: CONSTRUCTION ENTRANCE vAPPROVED: p APPROVED: % —'" C-1,14�l•�C ���:. .2 CITY ENGINEER DATE CITY ENGINEER DATE Ipl '6mlm.p A sharp..C"mr"vN4r DAIV BY.. DVUf "O.UdIng A PO-it, DA?E: Dr: 0'�G'f ETHER o K Tam` 818105 SW NOT i0 SCALf E-05 818105 SW NOT TO SCA(E E-07 �x 26478 A !NA O 0 370NAL Ea �07 EXPIRES 2-17-081 Q REVISIONS DATE BY DESIGNED PROJECT NAME JKD ~~ SHELTON REGIONAL WATER D27 OF 32 ONE INCH LE FULL GGALE. DRAWN IF NOT,SCALE ACCORDINGLY ^ JDF I A o U P ENONEERINO.PIANNINO.ENVIRONMENTAL SCIENCES AND WASTEWATER SYSTEM CHECKED PMx01401-CONY 111 T+FR.ARA .T CONVEYANCE/RECLAIMED WATER PIPELINES DETAILS SS_24 j JOB No. awl,Environmental 6UM"ER 5128 F 25OR.11 216-2125-016 P01 *.zsaefilsue vzssfi6�o6ne SHELTON,WASHINGTON ooa o«6ouonal APPROVED IA-11-Y 2007 c palling NOTES: 1_ HYDRANTS AND ALL MATERIALS SHALL CONFORM TO AWWA 6. IF HYDRANT RISES THROUGH CONCRETE, STANDARDS AND SHALL BE OF STANDARD MANUFACTURE USE EXPANSION STRIP AROUND HYDRANT (MUELLER 250 OR APPROVED EQUAL) BARREL. (PER STD. PLAN). IN ADDITION, INSTALLATION OF THE HYDRANT ON 2. 5 1/4" VALVE MINIMUM. PRIVATE PROPERTY SHALL EQUAL OR 3. 1 1/4" OPERATING NUT AND CAP NUT FOR 2 1/2" PORTS. EXCEED THE STANDARDS FOR INSTALLATION 4• SHELTON STANDARD THREAD #475 ON 2 1/2" PORTS. CONCRETE PAD ON PUBLIC FIRE HYDRANTS IN THE CITY OF (CONCRETE SHALL SHELTON. < 5. 4" STORZ FITTING W/SHELTON STD. THREAD #475 ON FIRE HYDRANT CLASS 3000) 7. PROVIDE FOR VEHICULAR TRAFFIC I GUARDPOST THE 4 1/2" PORTS. PROTECTION WHEN NECESSARY PER STD. GUARDPOST m PLANS. (SEE NOTE 1) o MUELLER SUPER CENTURION HYDRANT 8. STEAMER PORT TO BE FACING STREET OR PUMPER PO 36"--� €m ROADWAY FOR FIRE ENGINE ACCESS. FIRE HYDRANT 9• BREAK-OFF FLANGE TO BE 2" ABOVE 61 FIRE o o GROUND LEVEL. A A•�� •.;; I �' .9 HYDRANT TO 10.INSTALL CONCRETE PAD AROUND HYDRANT o„ BE PLACED 3' IN UNPAVED, SOD AND ASPHALT AREAS `1l ° 24 •. BEHIND 2-112"" NST PER STD. PLAN. r +• " '1•`.••' 18" BACK OF HOSE NOZZLES • ' •+ '• %: , SIDEWALK OR a 11. HYDRANT CONNECTION PIPE TO BE DUCTILE Z 2" �• v IRON CLASS 52, ANY INTERMEDIATE JOINTS w JUST INSIDE 0a SHELTON STANDARD TO BE MJ WITH RETAINER GLANDS, OR uwi 4 — �. O _.•"s., < -� 475 THREADS �••. • THE RIGHT # 4 FIELD LOCK GASKETS. �. "• ' OF WAY, AS 4" PUMPER PORT WITH �a DIRECTED BY 12. �' g§ ENGINEER 4" STORZ ADAPTER FIRE HYDRANTS SHALL BE PAINTED W/ :•. •'•• ' - CHAINS TO BE REMOVED TWO COATS OF #12 PARKER PAINT - ` •: 8 i o 2 00 * BY INSTALLER MARATHON SAFETY YELLOW MARINE GLOSS. 6' I I 24" •y •:' 13. ALL HYDRANTS TO BE BAGGED UNTIL I /2"x 4" •,+' •�• 4' •• ALIGN VALVE BOX LID INSTALL 1 ` "DOG EARS" WITH THE WATER TO HYDRANT IS TURNED ON. I I EXPANSION STRIP 18" PIPE MAIN I, 18 —� AROUND HYDRANT 1 —^ CURB FACE BREAKAWAY �yl ��- 36" . 5a ¢ FLANGE ' FINISHED STREET SURFACE I GUARDPOST SPECIAL NOTE: i G m Z L J GUARD POSTS SHALL NOT BURY CAST IRON VALVE BOX �+ LINE PER STANDARD PLAN ENCROACH "CLEAR ZONE' 8„ ELEVATION VIEW PLAN VIEW Z MJ OUTLET ON HYD. MJ X MJ X FLANGE TEE 6 I ° 6" (D.I. CL 52) O �a c PIPE 18 _Z FIRE HYDRANT GUARD POST & CONCRETE PAD Eo _ N TS c0 0 0 (SEE NOTES 1 AND 2) Si ° O 0 2 314" STEEL SHACKLE RODS EN OR MEGA LUGS =� EBBA #1106 0 0 NOTES: ! a Q 1. GUARD POSTS SHALL BE 6' LONG, 9" IN DIAMETER PRECAST i; 6"' FLANGE X M CONCRETE OR 6" LONG, 6" DIAMETER SCHEDULE 40, CONCRETE a� HYDRANT DRAIN HYD. VALVE CONC. BLOCKING FILLED CLASS 52 STEEL PIPE PAINTED WITH TWO COATS OF 'o COARSE PER WATER DEPT. "RUST—O—LEUM" NO. 2766, HI GLOSS YELLOW PAINT. GRAVEL OR 12" X 12" X 4" CONC. BLOCK REQUIREMENTS. DRAIN ROCK 2. TOP OF GUARD POST SHALL BE LEVEL WITH TOP OF PUMPER PORT. v o (3/8„ - 3") —E ADDITIONAL NOTES: 1. ALL SETTINGS SHALL BE APPROVED AND INSPECTED BY 9$ THE CITY PRIOR TO ACCEPTANCE. ti 1 u FIRE HYDRANT ASSEMBLY G1 �u? ; FIRE HYDRANT GUARD POST 2. SPECIAL FIELD CONDITIONS MAY REQUIRE THE WATER AND CONCRETE PAD , SYS) TEM 7 T ALTER THE STANDARD SETTING � n� DEPARTMENT 0 A , �IJ APPaDveo. o REQUIREMENTS. � i APPROVED. }//Itil1 fv" 3.PAYMENT FOR FIRE HYDRANT ASSEMBLIES SHALL S// tic INCLUDE ALL MATERIALS AND LABOR SHOWN ON Orr EmxNEER DA E CITY ENCNEEa DArz K: 0• sM1opn cmnm,mlq DATE. Br. 'xMx•M 1'DC �• •'+N DATE: err fncarxsR' 819105 $W W-09 - THE DETAIL ABOVE. 819105 $w W-08 s O `ram G 07 EXPIRES 2-17-08 0 6 E It i3 PROJECT NAME DRAWING N0. DESIGNED �� fIJ(I����IryC 28 OF 32 n Q REVISIONS DATE BY JKD ONE INCH AT FULL SCALE. {'IN 8 DRAWN IF NOT,SCALE ACCORDINGLY (j O U P SHELTON REGIONAL WATER ri JDF 1 ENGINEERING.PLANNING.ENVRMIMENTALBCIENCEA AND WASTEWATER SYSTEM CHECKED PMX01ao1—CONY 11 ,:�,FRYARA"EN.T CONVEYANCE/RECLAIMED WATER PIPELINES DETAILS SS-25 216-2125—Ot6 POl I came.E"vw-Mni SUMNER.VI/SNiNGTON9B]BO .25].M3 28 F.25J l6].Ow6 oNe R•a•"UO l SI ELTON,WASHINGTON �,•, APPROVED 6AIE LY 2007 c""•"N�'q P•m•lm� < JU 0 3 0 i "I 8 I 3 12" RW OR 8 10" SS FORCE MAIN THREADED CAP 45- HDPE BEND, FIELD WELDED TO FORCE MAIN 4 SEE VALVE BOX AND \\fi /SX EXTENSION< N DETAIL 2" P.V.C. 12 RW OR 10" SS FORCE MAIN METER BOX m 2" SCREWED Cl BODY GATE sit 2' PVC % 2"x6" BRONZE 45' ELL o NIPPLE HDPE SPACER (MAX 12" LONG) TO ALLOW FOR FIELD WELDING oN 2' PVC y _ OF BENDS I 90' ELL a 2I —� 2" PVC 2"x6" BRONZE 45°BEND ASSEMBLY NIPPLE DETAIL o 2" SADDLE REDUCER NTS LRECLAIMEDR •% :.'•..'i..,.c;,i, . 'w'":' i.'•r` CONCRETE THRUST BLOCKING PER DETAIL 5. •k•" ON SHT SS-22 �:. HDPE CAP SECTION VIEW €'2 7-5p NOT TO SCALE �s _a Eo Ea Sw S> BLOWOFF ASSEMBLY DETAIL g NTSQ. — E� a� 0 10 If —E 8FFS U� as as f Iif N 1�yJy O X oafss� A 5�07 EXPIRES 2-17-08 C, E PROJECT NAME DRAWING NO. REVISIONS DATE BY DESIGNED r��lu rrnly/ S JKD ONE INCH AT FULL SCALE. k Ilthi5 I'V SHELTON REGIONAL WATER 29 OF 32 DRAWN IF NOT,SCALE ACCORDINGLYJDF FILE ENGINEERING.PLANNING.ENVIRONMENTALSCIENCES AND WASTEWATER SYSTEM w CHECKED PMX01401—CONv I 111 AMEI O I]JtFRYARAVENUE CONVEYANCE/RECLAIMED WATER PIPELINES DETAILS SS_26 CIW,En Nronmenld SunINER,wnsw"cTGN e9J9a JOB 216-2125-016 P01 onG Racrwtloml r.zs.resTslze F.zsr.ee�.as°e k'I APPROVED oA�E cRs Tool w""°•'°'"°""`°'" SHELTON,WASHINGTON < JULY 2007 ACCESS HATCH 3 CONSTRUCTION BASELINE IN �I ROADWAY 25' EASEMENT EL = 305.08 FG = 307t 7 g ' 15' 10' ROAD WA VAULT STEPS PER MANUFACTURER a � 5 BUFFER RECLAIMED WATER SEWER 0 z m EL = 301.0 EASEMENT FOR PIPELINE CONSTRUCTION ON PORT PROPERTY s SECTION t o� VARIES VARIES VARIES BOTTOM VAULT EL = 298.5 I P �t ? - ? .k £' F FILL DRAIN WITH ROCK o0.02 FT./FT. -r.--�- i—� VAULT PLAN DRAIN ROCK (TYPE E a� �� �� :•,� ,.�,o�,. ;�: 6" MIN (TYP.) SECTION 3/4' &y 3" COMPACTED DEPTH HMA o (PER SPECIFICATIONS) 8" MIN. COMPACTED DEPTH 1 1/4" MINUS FIRM, UNYIELDING NATIVE }TO SPRAYFIELD S CRUSHED SURFACING, BASE COURSE SUBGRADE STRIPPED OF ALL 12"0 DI WALL SPOOL 3' LONG, FLxPE VEGETATION AND ORGANIC SOIL FLANGE COUPLING ADAPTOR AND BLIND g9 FLANGE ON DOWNSTREAM END OF fro SUBGRADE COMPACTED TO 95% BLIND FLANGE LX OF MAXIMUM DENSITY SPOOL FOR FUTURE CONNECTION §�2 UV-676L4 W/ ASPHALT ROADISR-102 PAVEMENT REPAIR RISERS AS REQUIRED 8� DETAIL �� BASE N0. 676—BW NON—SHRINK GROUT (TYP.) �S E. 12" VANSTONE FLANGE AND FLANGE v GE 5 SR-102 CENTERLINE COUPLING ADAPTOR (OR EQUAL) OR EQUAL) (CONSTRUCTION 12" VANSTONE FLANGE AND FLAN l/ STATIONING LINE) EXISTING EDGE OF CONNECTION TO 12" DI WALL SPOOL CONNEC11OCOUPLING NT012"(DII WALL SPOOL PAVEMENT 12" o 12' �a EXISTING ROADWAY REMOVE EXISTING ASPHALT CONSTRUCT 2' WIDE 12" HDPE RECLAIMED WATER 12" HD RECLAIMED WATER FORCE E TO REMAIN AND REPLACE W/ PAVEMENT i SHOULDER OF 3" DEPTH FORCE MAIN TO WCC RESERVOIR MAIN FROM WATER RECLAMATION PLANT SECTION AS PER DETAIL B, I COURSECRUSHED SURFACING TOP 1 —o I THIS SHEET EXISTING GRADE 5 I 12"0 DI WALL SPOOL 3' LONG FLxPE n } GRADE TO DRAIN 12"0 DI WALL SPOOL 3' LONG g I I BLIND FLANGE FLxPE o x I SAWCUT JOINT THROUGHOUT I Crcrc I LENGTH OF PAVEMENT REPAIR BLIND FLANGE K• O• NEW PIPELINE = ACCESS HATCH — z7 676—TW-4242C '�`•., zasre :� ] a DISTANCE FROM EXISTING W/ COVER #44-332P VAULT PLAN 112 LANE PAVEMENT REPAIR EDGE OF PAVEMENT ss�°NAL�`� 07 o VARIES (SEE PLANS) DETAIL �1 DETAIL 3/4" = 1'-0° EXPIRES 2-17-08 o NTS E n f�y/11y PROJECT NAME DRAWING NO. I tIIV�IITT��iI� 30 OF 32 REVISIONS V �n DATE BY DESIGNED 8 0 JKD ONE INGN AT FULL scALE. - SHELTON REGIONAL WATER DRAWN IF NOT,SCALE ACCORDINGLY C O U p AND WASTEWATER SYSTEM ENGINEERING.PUNNING.ENVIRONMENTAL SCIENCES ri JDF PMX01401—CONV 111 I I3I.IRYARAVE E CONVEYANCE/RECLAIMED WATER PIPELINES DETAILS SS-27 < CHECKED 216-2125-016 PO7 I CI I.Envi—mental SUMNER.WAGHiNGTON e9360 ona Rene"Da,a Txea.eeas,xa P.iso.eeaoe�e SHELTON,WASHINGTON APPROVED DATEULY 2007 Cenwllingwinip11q COI' < J ' • PRECAST CONCRETE VAULT BASE: UTILITY VAULT --3" FLOOR DRAIN ZURN Z551 OR EQUAL g MODEL 504-L, ORIGINAL LID: UTILITY VAULT MODEL NO. PRECAST CONCRETE VAULT BASE: UTILITY VAULT 2" COMBINATION AIR VALVE 2 MODEL 504-L, ORIGINAL LID: UTILITY VAULT MODEL NO. 55 ORIGINAL W/ 24 INCH MH OPENING AS SHOWN. 3" PVC TO DRAIN CONNECTION, a! VAULT SHALL BE RATED FOR H-20 AND LID LOADING. - PRECAST CONCRETE VAULT HORIZONTAL LOCATION OF THE DRAIN 55 ORIGINAL W/ 24 INCH MH OPENING AS SHOWN. 8 VAULT SHALL BE RATED FOR H-20 AND LID LOADING. - UTILITY VAULT 575-BL OR ASSEMBLY SHALL BE AS SHOWN ON 1 - 24" MH OPENING IN LID EQUAL LID: UTILITY VAULT LADDER THE PLAN FOR EACH VAULT. x 2" GATE VALVE MODEL 57TL-2-332P r3" CI x PVC ' 2" PIPE SADDLE (_1 LADDERFERNCO C 1NW/ SS BAND� 1FORD MODEL FS202 OR EQUAL - _g 1'-6" 3" GOOSENECK, OI SEE DETAILe2" AIRo 2" UNION z RELEASE VALVE - NON SHRINK O 3" FLOOR DRAIN > eQ GROUT (TYP) oQ ZURN Z551 OR EQUAL - - Q -3" AIR INLET VALVE 2" GATE VALVE 12" RW 3" Cl x PVC NON SHRINK GROUT (TYP) OR 10" SS FM 2" GATE VALVE FERNCO COUPLINGLi 3" Df PIPE o� 2" SCH 80 PVC PIPE 2" GALV STEEL o- - VENT 3" TH X FL ADAPTOR 2" GOOSENECK AND SUPPORT- -- 3" PVC TO DRAIN U� 12" RW AIR&VACUUM RELEASE VALVE&CHAMBER(W&RCL 10" SS FM IC OR 10" SS FM DETAIL / 6 OR 12" RW s SCALE: 3/4" = l'-0° - --.2" VENT TO GOOSENECK 2" PIPE SADDLE W/ SS 3" PIPE SADDLE W/ SS 3" PIPE SADDLE W/ SS BAND a� AND FORD MODEL PS AND FORD MODEL PS FORD MODEL FS 202 OR EQUAL 202 OR EQUAL -- 24" LOCKING MH FRAME LID 202 OR EQUAL 3 MATCH EXISTING GRADE AROUND VAULT--,,,,,AIR RELEASE VALVE VAULT F( M)&CHAMBER \ \\\\ VACUUM RELEASE VALVE VAULT(FM)&CHAMBER DETAIL DETAIL �1 $3s� - 2"' GATE VALVE WITH 2" COMBINATION SCALE: 3/4" = 1'-0" - _ SCALE: 3/4" = 1'-0" AIR VALVE VALVE BOX, SEE CITY OF SHELTON STANDARD -2" GI 90' STREET EL €q PLANS O 3" 90' BEND TO GOOSENECK $N 1-1/2" ADJUSTABLE PIPE �� -T STANCHION GRINNELL 3" AIR INLET VALVE MOUNT 2" SCH 80 FIG 62 TYPE B, OR EQUAL €_ -24" LOCKING PVC PIPE (TH) ABOVE CROWN OF FORCEMAIN -P MANHOLE LID �s SLOPE -SLOPE FLOOR TO DRAIN $ 24" MANHOLE 2" SCH 80 PVC GRADE AREA TO FRAME CAST 90' EL E' MATCH TOP OF INTO LID VALVE VAULT - 3" PVC DRAIN s OR 10W SS FM SLOPE E> PVC PIPE 2" GATE VALVE VALTCH TOP VE VAULT OF �a 2" GI 90'EL \\ 2" UNION -3" CIxP VC FERNCO 3" DI 90' BEND COUPLING E„ -CONCRETE SUPPORT, _SLOPE 3" FLOOR DRAIN, --BACKWATER VALVE, ZURN HEIGHT AS REQUIRED -o Z1090-3 3" GALV STEEL 2 AIR ZURN Z551 OR EQUAL 3" PVC DRAIN AMESH OOSENECK , RELEASE • VALVE SECTION = stoPE__ 2" 90' EL €� SCALE: 3/4" = 1'-0" - ----- 10" SS FM 2'" RW PLACE SCREENIO OR 12" RW BEDDING 3" ClxPVC FERNCO m OR 10" SS FM 1-1 2" ADJUSTABLE OPENING 3" FLOOR DRAIN, COUPLING " �D�W / w ZURN Z551 OR EQUAL- - BACKWATER VALVE, ZURN PIPE STANCHION Z1090-3 ox' GRINNELL FIG 62 o� NON SHRINK TYPE B, OR EQUAL � ' SECTION n K. ;��e x GROUT (TYP)-- 2" GATE VALVE 12"A2"x6" DEEP SCALE: 3/4" = V-0" - �Y....... CONCRETE PAD - 3" GALV STEEL O'•., Feae A FROM VAULT �, ?.... ? SECTION 3"GOOSENECK sS�ONAL�`' Q/��o7 SCALE: 3/4" = V-0" - DETAIL �� / u � EXPIRES 2-17-OB SCALE: 3/4" = V-0" E PROJECT NAME ORAWING NO. REMSIONS DATE BY DE�JKD ~"'~ �t♦61NlIN6 31 OF 32 g ONE INCH AT FULL SCALE. SHELTON REGIONAL WATER DRAWN IF NOT,SCALE ACCORDINGLY - v O U D JDF ENOWFENNO.PLANNINO.ENVRONMENTALeclExcee AND WASTEWATER SYSTEM PMX01401-CONY 1 1 I ,z),ra.a„a�FN"F a CHECKED e I 1 fi„„"F".w�„,"�)oR"„� CONVEYANCE/RECLAIMED WATER PIPELINESJoe N 4e ES]B6)D SS_28DETAILS 216-2125-016 P01 CMI.E,A meetd C lti"qAPPROMED nd Rec—ti I SHELTON,WASHINGTON LY 2007 r S s a g NOTE: ALL BENDS TO HAVE THRUST BLOCKING, PER DETIAL ON SHT SS-22 12'0 MANHOLE ACCESS MANHOLE EXISTING 10" DIP TO SPRAYFIELD E 1 MAX SLOPE TO FLEX/EXPANSION EXISTING GRADE (TYP.) COUPLING (FLxFL) z =• Ev FLANGE COUPLING ; MARK LINE W/DEPTH FROM ADAPTER d MARK TO TOP OF SEWER ° ? PAINT WHITE WITH FLANGE COUPLING �p - - FINISHED GRDE ADAPTER 3:1 MAX SLOPE TO ;;.:�•',;.. 8' WIDE MANHOLE ACCESS APPROACH BLACK LETTERS 10" - 45- (FLxMJ) �.,r LENGTH AS REQUIRED o EXISTING GRADE (TYP.) DEPTH OF SIDE SEWER = t/ AT PROPERTY LINE EXISTING 10" DIP EXIST 10" DIP a I `II FROM WCC (TO BE REMOVED d i - �� FOLLOWING REALIGNMENT) 12" CULVERT AS REQ. TO SIDE SEWER MARKER POST WITH #16 .'' AWG TRACER WIRE TO PIPE PLUG 10" DIP CL 52 §I MAINTAIN EXISTING ROADSIDE ;� FLEX/EXPANSION -� DITCH DRAINAGE =r;+:`:;: EXISTING PORT OF SHELTON LENGTH AS REQUIRED ROADWAY SYSTEM TREATED WOOD 2x4x8' COUPLING (FLxFL) $I� NEW SIDE SEWER (FL OR MJ) og 10" - 45- (FLxW) 10 EXISTING FORCE MAIN REALIGNMENT �I" M DETAIL AI ax9cl „ � ` 4 E -u�i '.e,:���§„,�.-..a ..R.Tc�." '.,.. . -:�kw+a,-�:a•�2��..�a.,.:���v� :;�� NTS m OFF-ROAD MANHOLE ACCESS SIDE SEWER MARKER POST 10" DIP CL 52 DETAIL �� DETAIL �, LENGTH AS REQUIRED NTS - NTS (FIL OR MJ) EXISTING SPR 10" "DIP FLANGE COUPLING ADAPTER FLEX/EXPANSION -P COUPLING (FLxFL)----- , NEW 10" HDPE DR 13.5 CASING SKIDS 5' O.C., CARRIER PIPE TO BE CENTERED TO RECLAMATION PLANT 8o INSIDE CASING PIPE WITH MODEL M-6 INSULATORS FROM 10" GATE VALVE 6" CRUSHED SURFACING TOP CALIPICO INC., OR APPROVED EQUAL E. COURSE, COMPACTED TO 95% - (FLxFL) TOP OF s TOP OF CCSTCTMANHOLE B RATE FLUSH H STEEL CASING PIPE 10" DIP CL 52 + 10" LAP JOINT FLANGE O OR EQUAL. ON NEW HOPE LENGTH ASFRER OR 10" GATE VALVE £� 10" WYE (FL) (FLxFL) FLEX/EXPANSION I 10" - 45' (FL OR MJ) E E COUPLING (FLxFL) FLANGE COUPLING 8 NATIVE MATERIAL FILL AS REQUIRED ADAPTER EXIST 10" DIP 13a FILL SPACE BETWEEN CARRIER PIPE �o FIRM, UNYIELDING COMPACTED TO 90% IN MAX 8" LIFTS AND CASING PIPE WITH SAND AFTER -s EXISTING SUBGRDE CARRIER PIPE $ SUCESSFUL TESTING OF CARRIER PIPE FROM WCC ! N OFF-ROAD MANHOLE ACCESS SR-102 CASED CROSSINGS EXISTING FORCE MAIN REALIGNMENT SECTION DETAIL rD1 DETAIL ox e w NTS - NTS ca}y NTS c;.01- r T fe4]e � ] R ONAI F' /S7G7 EXPIRES 2-17-08 0 E PROJECT NAME ORAVIING NO. REVISIONS DESIGNED �h61hRIN6 32 OF 32 $ Q DATE BY JKD ONE INCH AT FULL SCALE. SHELTON REGIONAL WATER DRAWN F * CHECKED IF NOT,SCALE ACCORDINGLY / I1 0 u II n ENGINE ERING.—NNING.ENVIRONMEMALSCIENCES AND WASTEWATER SYSTEM PMX01401-CONY ( 1 1 I V �r ,,,,,R.ANA�E„,IE CONVEYANCIR EECLAIMED WATER PIPELINES DETAILS S S-2 yQ kai 216-2125-016 POt ona EnHr l ..t—1 � SHELTON,WASHINGTON APPROVED DA C=ItingEULY 2007