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Home My WebLink About11 - Design Report - Resurrection Parish Lot 11A, Tai Lane Addition - Water WATER MAIN EXTENSION DESIGN REPORT FOR: RESURRECTION PARISH LOT 11A, TIA LANE ADDITION BOZEMAN, MT Prepared By: MADISON ENGINEERING Madison Engineering 895 Technology Blvd. Ste 203 Bozeman, MT 59718 (406) 586-0262 November 8, 2011 WATER MAIN EXTENSION DESIGN REPORT FOR: RESURRECTION PARISH LOT 11A, TIA LANE ADDITION BOZEMAN, MT •' o a CHRIS G. ®1 e ° Btotpf S o. ;w vw� Prepared By: Madison Engineering 895 Technology Blvd. Ste 203 Bozeman, MT 59718 (406) 586-0262 Water Design Report RESURRECTION PARISH WATER MAIN EXTENSION DESIGN REPORT A. General This design report will give an overview of the proposed water main extension for the proposed Resurrection Parish Catholic Church Expansion project on Lot 11A of the Tai Lane Addition, in Bozeman, MT. The report includes a description of the proposed water main extension and design parameters. The proposed improvements are anticipated to be constructed during the spring of 2012. Once the water main is constructed and approved, the main will become a part of the City of Bozeman system. The following references were used in the preparation of this report: a. COB Design Standards and Specifications Guide,2004. Addendum#3 b. COB Modifications to Montana Public Works Standard Specifications(MPWSS). Addendum#3 c. City adopted MPWSS and Adopted Addenda d. WQB Circular No. 1 e. City of Bozeman Zoning Map f. Uniform Plumbing Code B. Existing Water Supply The proposed water main extension will be served from the existing City of Bozeman water distribution system in Kagy Blvd. The following information regarding pressures of the existing system obtained from the City of Bozeman: Fire Hydrant#1921 — South 1 lth—approximately 100' south of Kagy Static Pressure: 75 psi Pitot Pressure: 55 psi Residual Pressure: 68 psi Hydrant Discharge Calculation—2.5 inch port, during test Qt= 167(pt).5 Qt= 167 x 555 Qt= 1,240 gpm Distribution Main Capacity—Fire flow at minimum residual pressure Qr=Qgp( '—py(Ps—Pt)]0.54 Q,= 1,240[(75 —20)/(75—55)]0.54 Q,=2,141 gpm Qt= Hydrant Discharge During Test Qr= Fire Flow at Residual Pressure PS= Static Pressure Pr = Minimum Residual Pressure Pt= Pitot Pressure Resurrection Catholic Church—Water Design Report Pagel of 3 C. Proposed Water System The proposed water main extension will consist of approximately 215 if of 8" Class 51 Ductile Iron Pipe, wrapped in poly wrap and connect to an existing 8-inch stub. The proposed main will terminate at a fire hydrant. Included in the appendix of this report is a plan and profile of the proposed water main. The layout of the proposed water main meets the City of Bozeman design criteria and will be located within a 30-foot wide water main easement. An existing public sanitary sewer main is located approximately 30-feet west of the proposed water main alignment. A fire hydrant will be installed at the end of main extension, fulfilling the distance requirement for fire hydrant spacing, as well as assisting in flushing of the main. A gate valve will be installed at the connection point to the existing 8-inch stub on Kagy Blvd. The water service line has been sized based on fixture units by the Mechanical Engineer and will be 1'/Z-inch copper service. A 4-inch fire suppression main is proposed to serve the Church. D. Capacity Analysis A capacity analysis was performed on the proposed water main extension. The water main extension has been designed to meet the maximum demand plus fire flow during the peak hour. The main extension will only serve the Church. A Hazen-Williams "C" Factor of 130 was used in the pipe evaluation. The working residual water pressure shall not be less than 20 psi at any point in the water distribution system under maximum day plus fire flow and the velocity shall not exceed 15 feet per second through the main. The existing Church is not currently served by domestic water and is not metered so no historic data is available. Based on information provided by the Mechanical Engineer, there will be 111.5 fixture units, equating to a maximum peak demand of 45 gpm. In addition to the peak hour demand, the water main must also be sized to provide for fire flow demand. Based on Appendix B of the 2009 International Fire Code, the minimum required fire flow and duration for a 17,600 sf Type V-B structure is 1,500 gpm for two hours. Based on a fire flow demand of 1,500 gpm the following Maximum Day and Peak Hour flows are shown in Table 1. TABLE 1 ANTICIPATED FLOWS Flow Designation Flow m Fire Flow m Flow m Maximum Day 15 1,500 1,515 Maximum Hour 45 1,500 1,545 Based on a fire flow demand and a maximum hour demand a maximum hour flow of 1545 gpm is required. Flow analysis of an 8-inch D.I. pipe with a C value of 130 can provide the required 1,545 gpm with a pressure drop of approximately 1.2 psi, from 75 psi to 73.8 psi, well above the Resurrection Catholic Church—Water Design Report Page 2 of 3 minimum of 20 psi. The pipe velocity at 1,545 gpm is 9.9 Vs. Capacity analysis calculations outlining the capacity of the proposed 8-inch pipe are included in the appendix of this report. E. Conclusion Based on this analysis, the proposed 8-inch water main extensions for the Resurrection Parish Expansion project provides adequate service to meet the,peak hour demand and fire flows for the development. This project will require the approval of the City Engineer and MDEQ. Resurrection Catholic Church—Water Design Report Page 3 of 3 Calculations Resurrection Parish 8-inch Water Main Project Description Friction Method Hazen-Williams Formula Solve For Pressure af2 Input Data Pressure 1 75.00 psi Elevation 1 4910.00 ft Elevation 2 4904.00 ft Length 215.00 ft Roughness Coefficient 130.000 Diameter 8 in Discharge 1545.00 gal/min Results Pressure 2 73.79 psi Headloss 8.79 ft Energy Grade 1 5084.50 ft Energy Grade 2 5075.71 ft Hydraulic Grade 1 5082.99 ft Hydraulic Grade 2 5074.20 ft Flow Area 0.35 ft2 Wetted Perimeter 2.09 ft Velocity 9.86 fits Velocity Head 1.51 ft Friction Slope 0.04090 ft/ft Bentley Systems,Inc. Haestad Methods SolrBiadlOpfitewMaster V8i(SELECTseries 1) [08.11.01.031 11/8/2011 4:25:16 PM 27 Siemons Company Drive Suite 200 W Watertown,CT 06795 USA +1-203-755-1666 Page 1 of 1 Vicinity Map (� �f (� (� ❑ �� StorySt. �J ��U I—(-1 I_3l L 1-1 ❑ 0 El Moc) L;Q St. El D ❑ 1-1 C � �i FJF� F] ❑ [Aid r[son] St. a❑ ❑ ❑ SCAI`I;' I [I F1 [I[I [I [I [I LollL] St. Qison St❑ ❑ ❑ DDI Grant ❑� Chamber— ElC I �I a I � [ lain Dr. .s= ]in `n -� ❑�❑❑ ❑ ❑� Arth r St 0 El El L Garfield St. MontanaPROJECT Garfi Id St. Ll;t.]D El ❑ LOCATI Lincoln Rd . State Gran S Q �inca st. cn G� o \co Q 3 University �t Kaq B vd . "J 0 Dr. PJe. S v 2 O 8—INCH Hill St. .,� WATER MAIN X _o w 9 Rng Westrid eC g v Q PARISH g MADISON ENGINEERING EXHIBIT A RESURRECTION JC ARIS° DRAWN BY: CG8 845'1'ECHNOLOGY I3LVD 5'1'I's 203,BO"1,EMAN,MT 597t8 DATE: 12/22/10 VICINITY MAP PHONE(406)586-0262 FAX(406)586-5740 PROJECT/:09-104 Drawings a n n^ m EXT'G 30'WIOE UTILITY EASEMENT r m J I �m PROPERTY R" T:ll TANK AUDITIO\ LINEx I o SCALE _ I E%T'C B" °i STA 3+05.0(RT) N I I A 0 10 20 40 �w B"X4'TEE NOTES: m o W EXT'G CURB SAN SOUR —� C'1 E, AND GUTTER - - p STA 3+07.0 1. WATER MAIN INSTALLATION SHALL CONFORM TO MONTANA PUBLIC WORKS i Inch 2D _z WATER SERVCE(RT) e pb I I AND CITY OF BOZEMAN SPECIFICATIONS.MOST CURRENT ADOPTED g g !-i STA 1+02.0 _ a STA 3+10,0 I EDITIONS. a m E%T'C B" N•/ 8"45'BEND "� "6"X B"REDUCER WATER MAIN - '. STA 1+12.0 -- PA 304 y 76 s UTV STA 3+14.75 2. EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE w�^p + 8"45'BEND �� fH ASS'Y 8.5'BURY C $� INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE g a S 0 GUARANTEE THE ACCURACY OF W Wi+50 WROADWAIvw 2+00 �, ,� 2+50 W 3+00.. _, Os - SEWER T PHDNE I&S ELAVISSLINES(W NOR,B OWER,IGAS„STORM, R AS p E G D a S .., .."- OSINFORMATION, _ I' E ON)MA E STRA GHT LINES 0 z a n STA 1+00 ° 3+14.75 FDC nl N INDICATED ON THE PLANS, STATE LAW REQUIRES CONTRACTOR TO CALL �_ PROPOSED ;' �, J I d - ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. CONNECT TO EXT;G 8" TEE — — — -PROPOSED 8" 30"CULVERT - _ ps WITH B"DATE VALVE I� E%T'G CURB DI CL -- ` AND CUTTERS WATER _ '-PROPOSED 4 - 3. EXISTING UTILITY DEPTHS ARE ASSUMED.CONTRACTOR TO VERIFY DEPTH __ I `- 'I - DI CL OF UTILITY PRIOR TO CONSTRUCTION,IF CONFLICTS EXISTS CONTACT EXT'G FH I i I - FIRE LINE DESIGN ENGINEER FAR ENOUGH IN ADVANCE TO RESOLVE CONFLICT PROPOSED r!J L� WITHOUT CREATING DELAY IN CONSTRUCTION. WATER LOT IRS -0 SERVICE 4 CAPS AND ELBOWS SHALL BE MECHANICAL T.A1 LANHADDITION a _ �- ALL TEES,VALVES,ENDS C PROPOSED 20' JOINTS WITH MEGA-LUGS. WIDE WATER EASEMENT - — — — — - t—Os . ANY OR NEW VALVES SHALL BE OPERERATED BY CITY OF ROW 5 AY EXISTING I, ; .. _. - ...- :>, y DRAWN BY:CGB R RRECTION PARISH BOZEMAN PERSONNEL ONLY. REVIEWED BY:MIJ ESU I CATHOLIC CHURCH Ic_ t 6. CONTRACTOR SHALL NOTIFY CITY OF BOZEMAN WATER DEPARTMEWNT PROJECT ENGINEER:CG8 1 I 24-HOURS(1 FULL BUSINESS DAY)PRIOR TO BEGINNING OF WORK AV - (� I � - v - I n ��\ �� /I I.I DESIGNED BY:CGB 7. SEE SHEET C5,0 FOR WATER MAIN EXTENSION DETAILS WATER MAIN PLAN VIEW NOTE: B. CONTRACTOR SHALL POTHOLE AND VERIFY DEPTH AND LOCATION OF SCALE: 1." = 20% E%ISTING WATER AND GAS MAINS PRIOR TO CONSTRUCTION. IF INSTALL JOINT RESTRAINTS ON ALL )ISCREPENCY IS FOUND BETWEEN DESIGN AND FIELD CONDITIONS PIPE JOINTS WITHIN 20' OF ALL CONTACT ENGINEER PRIOR TO CONSTRUCTION, FITTINGS AND END OF LINE. 9. CONTRACTOR SHALL SAWCUT EXT'G PAVEMENT AND PROVIDE EXCAVATION, k1�Id BACKFILL.PAVEMENT REPLACEMENT AND ALL MATERIAL AND EQUIPMENT pdvC ' O ._ .— .__• AND INSTALL 8"CL 51 D.I. WATER MAIN PER CITY OF BOZEMAN UO 0 STANDARDS, CITY SHALL HOT TAP EXT'G WATER MAIN. CONTRACTOR TO H PROVIDE TAPPING TEE AND GATE VALVE. CONTRACTOR TO COORDINATE �5,1 �'7�+g�' y q 'fig AND PAY ALL COSTS. BACKFILL IN COTTONWOOD ROAD TO BE LEAN MIX n SOUTH 13 11�1Y BACKFILL PER CITY STDS. PAVEMENT REPLACEMENT SHALL MATCH 44 !F� EXISTING THICKNESS BUT BE A MINIMUM OF 3" THICK. Q (-� z " 4912Er, m a 4912 0 PROJECT BENCHMARK CONSISTS OF A YELLOW PLASTIC CAP m p G a m z ASTON) LOCATED ON THE NORTHWEST PROPERTY CORNER OF 490e o W a EXT'G cRND z � 4908, THE LOT. ELEVATION = 4903.29 y PROPOSED a - =vim 1 D (L � 1� � W EX7 G - - - FINISH GRADE x w 0 [� B WTR _.. __.. ... MAIN 4904 _ _ .._ .. �.._ PROPOSED -,d 4904 Go m --- 65 MIN DEPTH 30 ST SWR n MTm o� w .._._.D1 C a...S - vl in z L N SURVEY CONTROL POINT SQ SEWER MANHOLE —5 EXISTING SANITARY SEWER 4900 -.._ w _.. .._.__ ... ._._ _ .,.__. _ .... ... 4900 p r 2 p WA At 0 PROPOERTY CORNER Dd WATER VALVE —w— EXIS17NO WATER 0. p V m Z FOUND 5/8-REBAR W/CAP p up -- Ex o m w G p z p m ._..__ _-..._ _ _... ® EXISTING WELL OVERHEAD POWER +, m=m 2mza SERVICE(ASSUMED 4"X4"METAL POST 4896 a""' in m=v DEPTH-- _._. _. ` 4896 • A SERMCE VALVE __UE— UNDERGROUND ELECTRIC DECIDUOUS TREE a IRRIGATION CONTROL.VALVE qw.1 W �.,. W S 6'DI CLASS 51 WATER MAIN z} OUTDOOR LIGHT —_^— UNDERGROUND CABLE TV p �x� EVERGREEN TREE o aln o + _ UTILITY POLE —Ur— UNDERGROUND TELEPHONE py U�1 `nt o mo e N v 'O w _ BUSH GUY ANCHOR P UNDERGROUND GAS - Q 2 N HEDGE ROW t' 1+00 2+00 3+00 ❑ ELECTRIC BOX LANDSCAPING eF Eo ELECTRIC METERiE p 0- INVERT OF EXISTING WATER MAIN IS FROM -- CULVERT ro TELEPHONE PEDESTAL 1-� p O o THE BEST AVAILABLE INFORMATION. WATER MAIN PROFILE VIEW --- -,I CONTRACTOR TO POT HOLE AND VERIFY SCALE: STREET SIGN POST Ga GAS METER 5 7p 16 INVERT AND LOCATION OF WATER MAIN " 20' ® .4 t�NOR: 1 PRIOR TO CONSTRUCTION.ANY VERT, 4' b [ U DISCREPANCIES SHALL BE REPORTED TO ENGINEERING FAR ENOUGH IN ADVANCE 5 F C5 NOT TO DELAY CONSTRUCTION. CONTOUR INTERVAL -Y SHEET C4.0 RESURRECTION S"WATER MAIN 3 PROJECT:09-104 DATE:2/17/11