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HomeMy WebLinkAboutSOUTH SHIELDS STREET SPRING CREEK LANE TO HOBBIT STREET - Filed W-WATER LINE - 2006-08-30SPRING CREEK WEST STUARTSTREET LANE SPRING CREEK,, PLAZA 7p—15"S/l — ®� - - - 00 —� �T--- -- +- - 9 — -�+00 - --:;F- - - �rrrt_=ZLIMITS 11 t- r -lL1_ ♦ ♦ ♦ OF MIRAFI FILTERWEAVE FABRIC. REFER TO SHT. 6 OF 10 FOR ADDITIONAL DETAIL AND DEFINtTiOM OF SPECIFIC LIMITS. HERITAGE PARK t APARTMENTS _ SOUTH SHIELDS STREET —15"S/L-1—� — — — —1 S s/L--- -o-- I LlI _ 1�=------ ----- -- -=fir E FUTURE WEST STUART STREET (FOR REFERENCE ONLY) 6 — — 7 II I I LANDMARK APARTMENTS FUTURE ABBIT SPRING CREEK VILLAGE I I STREET (FOR REFERENCE ONLY) I I I II � J J (n N t t (V SCALE: 1"=50Y 25, 50, 100 , MASTER UTILITY PLAN CONSTRUCTION NOTES: © Existinz 0 x 12" W/L TOGETHER 12" gate valve; Station 4+53.1; 24' left _ A 36" W/L X existing valve cover elevation = 5015.52 1/4" DIA. OPERATOR SHAFT BEND TOAROUND A 36" butterfly valve and box 0 6+36.30 NON-SHRINK TO MTCH VALVE EDDY x Approx. Elev.=5015.00 Verify in field AdkIL MANUFACTUREDSBSOPERATING 1 4'L1BA 2 FIAT 5/B' DENT AS SHOWN MASTER UTILITY PLAN GENERAL NOTES: Ad at: x existing valve box to final design grade = 5015.06 ENPCQUAL OR APPROVE1/2" DDT. ANCHOR TO EQUAL OVER THE CONCRETE MH wALL 1. All sanitary sewer construction shall conform to the City of Fort Collins Standards �E existing valve box to final design grade = 5014.33 ® cur AREA and Specifications current at the time of construction. © ]-1/4' DIA. THREADED R00 ExWing;1-IR' STANDARD HEX NUT 60" diameter sanitary sewer manhole (rim below existing grade)2. All water distribution system construction shall conform to the City of Fort Collins A 30" W/L X Existing rim grade = 5012.00 (see note below) ANHOLE STEPS-12' D.C.Standords and Specifications current at the time of construction. Proposed rim grade = 5016.73 NUT To BEyr ILx 2-`/2 x 2 1/rTOR YffffV SIBLE THROUGH VALVE EXTENSION r-Wom MANHOLE. 1-1/2' DIA. STEEL PIPE * Minimum depth of cover over a water line shall be 4.50'. Maximum depth of s Depth of existing water line "SEWER") TD BE POLY WRAPPED cover shall be 5.50' unless otherwise noted on the plans. A Existing frame and cover with Neenah R -1648 (Lid to be imprinted with SEWER") or approved equal Ply WHERE BURIED Install• 3. D.I.P. water line joint deflections shall not exceed manufacturers recommendations. " �` 1R FL 5 x 5 f � i - 30 to PPin saddle with thrust block & 8" ate valve Maximum allowable joint deflection is 4" per joint for 8" D.I.P. water line x 40.00 LF of p8' DIP W/L 9 A rim grade approximately 4.73' to final detached walk grade (see note below) manufactured by Pacific States. x 1 - 8" plug and thrust block # See MANHOLE RING AND COVER DETAIL FOR RAISING TO FINISHED GRADE ADJUSTABLE STEEL See STANDARD MANHOLE Detail — - - 24' MANHOLE SWEDGE 1r BAR TO PIPE AND VALVE SUPPORT 4. Contact One Call 0 1-800-922-1987 for Utility locates prior to digging or © NOTE: This existing manhole rim is below existing grade. An actual rim shot has not RING L COVER 5/B" HEX NUT FIT OPERATING NUT I; WED g 9 9 STOP WASHERS WELDED TO STEEL BAR installing any underground utilities. been taken. The rim elevation of 5012.00 appears on Sheet 11A of 11 of the °/e LOCK WASHER SHAFT AND PVC BUSHING N❑ SCALE - 5/e" FLAT WASHER FOR BUTTERFLY LINE SET SCREW X 30" W/L final utility plans for the Pulse Final P.U.D. prepared by Parsons and Associates; ti - o VALVE INSTALLATION) s 30' butterfly valve and box 0 6+28.5 City approval date 07/06 87. Use this elevation for biddingpurposes. Confirm _ 24' CONCRETE x Approx. Elev=5012.0 Verify in field rim grade and manhole extension requirements prior to ordering extension barrel. uc❑LLARs Fumish and Install FLAT M.H. COVER ASTM, C-47 N❑ COVER 1/4' BELOW FINISHED tr' SO. NUT 1. PLACE MANHOLE RING AND STREET GRADE. 'RUB'R-NEK', 'KENT SEAL' �, 2" VALVE 3"x3'x3/E' SO. SEAMLESS A Butterfly Valve assembly over the existing valve and waterline OR 'RAM-NEK' JOINT SEALANT It OPERATING NUT TUBING x 3-3/4" LONG IS A Rim grade = 5013.95 ORHNEOPRENE RUBBEEN WATEROR GASKETT EE DETAIL WITH GUIDE VARIES SEE DETAIL THIS SHEET AS MANUFACTURED BY FDRSHEDA A Sowcut opening in manhole for 30" waterline OR APPROVED EQUAL. ADJUSTABLE Grout opening with "RAM-NEK" joint sealant and Seal PIPE SUPPORT RECAST CONCRETE BASE, VALVE OPERATOR EXTENSION Coordinate all construction with City of Fort Wins Water UtOity SEE DETAIL N.H. AND FLAT COVER City of Fort Collins, Colorado THIS SHEET � UTILITY P APPROVAL 72• nIA. HH A Contact Dean Say 0 (970)-221-6700 24 hours in advance of excavation . J VALVE OPERATOR EXTENSION & GUIDE_ + (� Z-L LIMITS OF CUT -. -. APPROVED. ��{��.LINE - PROVIDE ', NE1 SCALE CI ENGINEER DAIt # See ® ExMing; MIN, 3' CLEARANCE BUTTERFLY VALVE ASSEMBLY DETAIL this sheet GROUT OPENING 14 2 l2' 3' ❑F 3/B' ROCK ' 60" diameter sanitary sewer manhole v/ RA"-NEK' CHECKED BY: y EXPANSION MATL. T R A WASTEWAIV UilqyDA X Existing rim grade = 5016.99 OR APPROVED EQUAL A Proposed rim grade = 5016.99 SEE NOTE ❑ BUTTERFLY VALVE ASSEMBLY CHECKED BY: d' /-el 0 Exisiia ggplace: N- ❑ SCALE 3D' W/L STDRMWA R UTILITY DATE o X 30" butterfly valve and box; Station 4+72.9; 27' left x Existing frame and cover with Neenah R -1648 (Lid to be imprinted with "SEWER") or approved equal CHECKED BY: x existing valve cover elevation = 5015.52 dust PARKS AND RECREATION DATE CHECKED BY: Adktt TRAFFlC ENCI ERAT� x No rim grade adjustment required (verify) C _ !_/lf N s existing valve box to final design grade = 5014.93 CHECKED BY: DATE M 1�1LE MASTER UTILITY PLAN EROJICI No- SHEET No. SHEETS RE VISIONS Dale NOV_EMBER, 2000Draw CADtrOx D_M.C. C.G.T. CLIEN1 SHEAR ENGINEERING CORPORATION Date By Description Field Book Checked B.W.S. A. STEPHEN AND COMPANY, INC. 4836 SO. COLLEGE AVE, SUITE 12, FORT COLLINS, COLORADO 80525 SOUTH SHIELDS STREET IMPROVEMENTS 1572-01-97 �`� 1 Date By Descr'Iption PHONE: (970) 226-5334 970 226-4451 FAX: (970 282-0311 FORT COLLINS, COLORADO M-UTIL.DWG V Dote By Descrotion Scale 1"=50' Approved B.W.S. ( ) )