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01-22-18 City Commission Packet Materials - C8. Sketch Plan Materials for Burke Park Pump House
Commission Memorandum Report To: Honorable Mayor and City Commission From: Jessica Ahlstrom, Water Conservation Technician Craig Woolard, Director of Public Works Subject: Pump House Sketch Plan Materials for the Sunset Hills Cemetery and Lindley Park Water Conservation Project Meeting Date: January 22, 2018 Agenda Item Type: Consent Item Recommendation: Authorize the City Manager, or her designee, to approve submitted sketch plan materials for the irrigation pump house to be constructed at Burke Park for the Sunset Hills and Lindley Park Water Conservation Project. Background: The Sunset Hills Cemetery and Lindley Park Water Conservation Project will conserve water, increase availability of domestic water supplies during periods of drought, reduce safety risks to city staff associated with the Bozeman Creek diversion structure, and increase instream flows for fish habitat. It also allows for the protection and efficient use of one of the City’s most senior water rights. The scope of this project includes the design and construction of a pump house to be located near the Church Ave. parking lot for Burke Park. The purpose of the pump house is to pump water from Story Ditch to the Sunset Hills Cemetery irrigation system where it will be used to irrigate the cemetery. A master site plan does not exist for Burke Park, and thus the City is required to submit sketch plan materials for this project, which detail site improvements and building design plans and specifications. Improvements to this site include a pump house building, access improvements, and the reseeding of all native grass areas disturbed during construction. Full pump house building design plans and specifications have been approved by the Parks and Recreation Board and the Director of the City’s Parks and Recreation Department. Alternatives: As suggested by the Commission. Fiscal Effects: The Sunset Hills Cemetery and Lindley Park Water Conservation Project is budgeted for in the approved FY-18 and FY-19 capital improvement plan. An additional $300,000 in grant funding from the Bureau of Reclamation’s WaterSMART Grant Program and $125,000 in grant funding from the Department of Natural Resources and Conservation Renewable Resource Grant and Loan Program has been secured. 51 Attachments: Project site and pump house building design plans and specifications. 52 PUMP HOUSE LOCATION PUMP HOUSE LOCATION The pump house will be tucked between the trees and berm at the base of the sledding hill at Burke Park SUNSET HILLS CEMETERY & LINDLEY PARK WATER CONSERVATION PROJECT IRRIGATION PUMP HOUSE LOCATION 53 E E E E E E E // // // // // // // // // // // // // // // X X X OHP OHP // // // // // // // // // // // // // // // // BT BT BT BT BT BT BT BT BT BT BT BT X BT X X X X X X X X X X X OHP OHP OHP OHP OHP / // // // // // // // // // // // // // // // // // // // // // // BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT OHP OHP OHP OHP BT BT X X X OHP OHP OHP OHP OHP OHP OHP OHP OHP // // // // // // // // // // // // // // X X X X X X X X BT BT BT BT BT BT BT BT BT W W W W W W W W W W W W W W W W 1 A-3 3 C 2 A-3 ; 7<3 6,',1*72(;7(1'%(<21':$// 7(50,1$7(#5,33('; 7<3 1 2 3 4 '2:163287 *877(5 C ;6+,3/$36,',1* *$%,21:$// 6((7<3,&$/*$%,21:$//$ &21&5(7(6/$%: 7+,&.(1('('*( 0(7$/&$3 *877(5 &2558*$7(' 0(7$/522),1* 1216758&785$/(;326(' ; 7<3 AB D ,168/$7('67((/'2256 6+,3/$36,',1*29(5; )5$0,1*$%29('225 6(($ /289(5 3 2 1 4 C A B D 1 A-3 3 C 2 A-3 5 | A-2 A B D 1 2 4 %,/&2'522)+$7&+ 25(48$/ ,167$//('3(50$18)$&85(5 6 :5,77(1,16758&7,216 3 1 2 4 ;6+,3/$36,',1*29(5; $%29('225 3$,17(' ;)$&,$%2$5' 3$,17('7<3 67((/'225 -$0% (;326(';%(<21' 3$,17('7<3 67(3,16/$% 6/23($:$<)520%8,/',1*# &+$0)(5('('*(7<3 5,*,';36,168/$7,21 6/23(+25,=217$/$:$<)520 )281'$7,21 '5$,1$*(*5$9(//$<(5 ;7233/$7( 3$,17(' 7<3 &/26('352:*$%/(75,0 720$7&+522) ;+($'(5 6((*(1(5$/6758&785$/127(6 5816,',1*/21*#; 2+ 2+ /289(5 )$&725<3$,17:+,7(7<3 C (;326('; 3$,17('7<3 ;)$&,$%2$5' 3$,17('7<3 A B D 6/$%21*5$'(Z#2& ($:$<&(17(5('7<3 7<3,&$/*$%,21:$// 52&. 3(563(& +286(',1:,5(&$*( 3(563(& )$67(1('726,',1*%703/$7( ;V 723&251(5%(1'#$+25,=217$/:,5(7<3 (;326(';373/$7( 3$,17('7<3 67(3,16/$% 6/23($:$<)520%8,/',1*# &+$0)(5('('*(7<3 5,*,';36,168/$7,21 6/23+25,=217$/$:$<)520 )281'$7,21 0,1&203$&7(''5$,1$*( *5$9(//$<(5 &203$&7('),// #2&(0%('0(17 6,//3/$7($1&+25$*(7<3 6((*(1(5$/6758&785$/127(6 /21*Z#2& 75$1697<3812 2" 12" ;7233/$7( 3$,17('7<3 723&$375,0720$7&+522) *$%,21%(1&+ 6((7<3,&$/*$%,21:$// -2,19(57,&$/ +25,=217$/:,5( &$*(621)$&725<('*(#723 &251(5/$&('Z*$/9,1,=(' *$8*(:,5(:(/'('#(1'6 ;6+,3/$36,',1*%(<21' 3$,17('7<3 (;326('; 3$,17('7<3 (;326(';6,67(5('2172; 5$)7(56 3$,17('7<3 %(9(/('*877(5720$7&+522) ;)$6&,$%2$5' 3$,17('7<3 7<3,&$/522) &2558*$7('0(7$/522),1*3$1(/6%21'(5,=('RYHU ,&( :$7(56+,(/'RYHU $3$5$7('26%6+($7+,1*812$77$&+('ZG 1$,/6#2&('*( 2&),(/'RYHU ;:22'5$)7(56#2&0$;Z 6,03621 +$ +855,&$17,(727233/$7(Z%$77,168/RYHU 3/<:22'6+($7+,1* 3$,17(' '5,3('*(720$7&+522) 581,&( :$7(56+,(/'29(5'5,3('*( ;7233/$7( 3$,17('7<3 /21*Z#2& 75$1697<3 7<3,&$/:$// [+25,=217$/6+,3/$36,',1* 3$,17('RQ :($7+(5%$55,(5RQ [:22'678'6#RFZ%$77,168/RQ 9$325%$55,(5RQ 3/<:22'6+($7+,1* 3$,17(' 6+($5:$//$77$&+('ZG)$67(1(56#2& ('*( 2&),(/'7<3$//(;7(5,25:$//6 ;%/2&.,1*%(7:((15$)7(56 $77$&+Z 6,03621 $&/,36# 2&0$;7<3 2+ 86(3/<:22'%277203$,17(' (;3267(';373/$7(6 3$,17('7<3 2+ ;373/$7(7<3 A-3 3 C D )$&725<('*( 2)&$*( %(1'&$*(#:,5( )(1&(67$3/( )(1&(67$3/( *$8*(:,5(/$&,1* &$*(672*(7+(5 7$&.:(/'(1'6 :,5(&$*( 0RUULVRQ HQJLQHHUV VXUYH\0DLHUOH RUV SODQQHUV VFLHQWLVWV SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DRAWN BY: DSGN. 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DESCRIPTION DATE BY 58 ;7<3 6,'(6 #+$7&+23(1,1* 6,03621 +8 6,03621 +87<3 7<3# /2&$7,216 # /2&$7,216 7<3522)0(0%(5 *877(5 '2:163287 HEAD SECTION JAMB SECTION SILL SECTION WELDED HOLLOW METAL FRAME WITH INTEGRAL ANCHORS - SHIM AS REQUIRED, PAINT 7/16" PLYWOOD - PAINT WELDED HOLLOW METAL FRAME - PAINT 1X6 SHIP-LAP SIDING HOLLOW METAL GASKETING (PEMKO S88) - TYPICAL AT HEAD AND JAMBS HOLLOW METAL THRESHOLD (PEMKO 272 OR EQUAL) - SCRIBE TO DOOR FRAME, SET IN SEALANT DOOR BOTTOM (PEMKO 216PK OR EQUAL) 7/16" PLYWOOD - PAINT 1X6 SHIP-LAP SIDING &2558*$7('0(7$/522) 29(5,&( :$7(56+,(/' 0(7$/)/$6+,1*7+$7(;7(1'683 +$7&+$1'81'(5522)0(7$/ %(9(/('%/2&.,1* 81'(5,&( :$7(56+,(/' (;7(1',&($1':$7(5 6+,(/'72&$3)$6+,1* &$3)/$6+,1*21+$7&+ &2558*$7('0(7$/522) 29(5,&( :$7(56+,(/' 0(7$/)/$6+,1*7+$7(;7(1'6 83+$7&+$1'29(5522)0(7$/ (;7(1',&($1':$7(5 6+,(/'72&$3)$6+,1* &$3)/$6+,1*21+$7&+ &2558*$7('0(7$/522) 29(5,&( :$7(56+,(/' 0(7$/)/$6+,1*7+$7(;7(1'683 +$7&+$1'29(5522)0(7$/ (;7(1',&($1':$7(5 6+,(/'72&$3)$6+,1* &$3)/$6+,1*21+$7&+ 723 %27720 6,'( 0RUULVRQ HQJLQHHUV VXUYH\0DLHUOH RUV SODQQHUV VFLHQWLVWV SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DRAWN BY: DSGN. 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DESCRIPTION DATE BY 56 BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT E E E E E E E E E E E E E E E E 4840 4845 4845 4845 4838 4839 4841 4842 4843 4843 4843 4844 4835 4835 4832 4832 4833 4833 4834 4834 4834 4834 4836 4836 4836 4836 4837 4835 4835 4833 4833 4834 4834 4836 4836 4837 4837 4838 4835 S. CHURCH AVE. STORY DITCH 3:1 (TYP.) 2.5:1 (TYP.) 4842 4844 4846 4837.5 4837.5 1.20% 1.60% 4838 4840 4842 4844 4833 4832 4837 4837.5 4834 4835 4836 FL: 4837.20 FL: 4837.40 FL: 4837.70 FG: 4837.70 FG: 4838.00 FL: 4841.00 FG: 4838.00 FG: 4837.50 FL: 4841.50 FL: 4841.00 FG: 4837.92 FG: 4837.92 FL: 4837.40 FG: 4837.70 FG:4837.70 FG: 4837.70 FL: 4831.40 FG: 4837.70 FG:4837.70 2:1 2 C-4 PUMP STATION SITE PLAN SCALE: 1 N.T.S. - PRECAST PUMP INTAKE VAULT DETAIL SECTION A-A SCALE: 1" = 2'-0" PLAN A - 6" PRECAST CONCRETE WEIR SEE DETAIL D-3 7 24" HDPE PIPE TO PUMP HOUSE IE = 4829.80 PRECAST CONCRETE WEIR SEE DETAIL D-3 7 RIM = 4837.80 (LOCATE PER PLAN) 6" 24" HDPE BACKWASH SETTLING TANK RIM ELEV. = 4837.50 SEE DETAIL . D-2 3 PUMP INTAKE VAULT SEE DETAIL . - 1 NOTES: 1. STABILIZE GRADED AREAS WITH COCONUT / FIBER MAT INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 2. PROTECT EXISTING VEGETATION TO MAXIMUM EXTENT POSSIBLE. ALL TREES LARGER THAN 4" DIAMETER TO REMAIN AND BE PROTECTED. TRIM BUSH AT NORTHWEST BUILDING CORNER AS REQUIRED FOR CONSTRUCTION AND PRESERVE THE REST, AS DIRECTED BY THE ENGINEER. 3. REFER TO SHEETS IR-4 AND IR-5 FOR ADDITIONAL DETAILS FOR PUMP STATION. 4. RE-ESTABLISH EXISTING WOOD RAIL FENCE BOTH SIDES OF NEW ACCESS GATE. DRY WELL RIM ELEV. = 4837.40 SEE DETAIL DITCH OUTFALL SEE DETAIL D-3 5 1'-4" 6" 7'-8" MIN. 2' MAX 11" D-2 4 GRADING LIMITS (TYP.) 1.00% TOE OF SLOPE VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! COPYRIGHT © MORRISON-MAIERLE, INC., 2017 SHEET NUMBER PROJECT NUMBER DRAWING NUMBER NO. DESCRIPTION BY DATE N:\0417\076\ACAD\SHEETS\D-1 DETAILS - PUMP INTAKE AREA.DWG PLOTTED BY:CHRISTOPHER R. HAWKINS ON Nov/09/2017 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 Phone: 406.587.0721 Fax: 406.922.6702 engineers surveyors planners scientists Morrison Maierle SUNSET HILLS CEMETERY & LINDLEY PARK WATER CONSERVATION PROJECT 0417.076 BOZEMAN MONTANA DETAILS - PUMP INTAKE AREA 8 D-1 MDH MGH JRN 11/2017 FINAL REVIEW SET 11/01/2017 ... ... NOTES: 1. SCREEN SHALL BE PERFORATED 1 2" EXPANDED METAL, STAINLESS STEEL. 2. OPEN AREA OF SCREEN SHALL BE 58% OF TOTAL SCREEN AREA OR GREATER. 3. FIELD FABRICATE SCREEN PRIOR TO INSTALLATION OF CAP IN VAULT FROM WALL TO WALL. SCALE IN 10 5 0 10 20 FEET TRANSFORMER (BY OTHERS) EL = 4831.40 3 16" X 2 1 2" X 2 1 2" WEIR PLATE 24" X 36" ACCESS HATCH EDGE OF ROAD RIM = 4837.30 ACCESS HATCH (LOCATE PER PLAN) DEBRIS AREA EXPANDED METAL SCREEN MOUNTED TO WALLS WITH STAINLESS STEEL ANGLE IRONS AND ANCHOR BOLTS GRADING LIMITS (TYP.) GRADING LIMITS (TYP.) 6"± INV.=4831.82 FABRICATED 2-MITER (SWEEP) 45° BEND FLOW (TO DITCH) 4'-0" 6" 1'-8" INV.=4829.17 INV. = 4829.80 1' MIN. INV. = 4829.17 INV. = 4831.82 24" HDPE (IN FROM WEST) 24" HDPE (OUT TO EAST) 1.00% PROTECT BUSH (SEE NOTE 2) THIS TREE MAY BE REMOVED EXISTING SIDEWALK INV.=4831.70 24" HDPE FLOW 24" HDPE FLOW (TO PUMP HOUSE) 30° PRECAST MANHOLE, 10' I.D. INV.=4829.80 EXPANDED METAL SCREEN 4" MIN. (GRADE RINGS) PRECAST MANHOLE, 10' I.D. 25' 35' 6' 6' 19' R15' R15' EXISTING EDGE OF ASPHALT GRAVEL ROAD SECTION SEE DETAIL D-3 4 20' STEEL BARRIER GATE SEE SHEET D-4 GRASSTONE ACCESS DRIVE AND TURN-AROUND SEE DETAIL D-3 10 6' 6' R15' EXISTING BERM TO REMAIN 2.40% INV.=4833.00 10 L.F. - 6" HDPE @ 4.00% 1.0% EXISTING ASPHALT TRAIL SAW CUT R15' R15' EXISTING TRAIL PUMP HOUSE F.F.=4838.00 55 OHP OHP OHP OHP OHP OHP OHP OHP OHP BT BT BT BT BT BT X X X X X X X X OHP OHP OHP OHP BT BT BT BT BT BT BT BT BT NG NG // // // // // // // X X X X BT BT BT BT W W W W W W W W W W W W W W W ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES BT BT BT BT BT BT BT BT BT BT 5+00 6+00 7+00 8+00 9+00 4835 4835 4834 4834 4836 4836 4837 4837 4837 4838 4838 4839 4839 4835 4835 4840 4845 4845 4833 4833 4834 4834 4836 4836 4837 4837 4838 4839 4841 4841 4841 4842 4842 4842 4843 4843 4843 4843 4844 4844 4846 4846 4836 4837 STA 7+49.21 4'∅ MH STA 8+03.46 PUMP INTAKE VAULT 4820 4825 4830 4835 4840 4845 4850 4820 4825 4830 4835 4840 4845 4850 5+50 6+00 7+00 8+00 9+00 IE: 4831.76 IE: 4829.80 IE: 4829.21 IE: 4831.65 IE: 4831.55 STA: 8+03.46 RIM: 4837.50 STA: 7+49.19 RIM: 4838.47 CONSTRUCTION LIMITS 2 - 1" PVC SCH 80 CONDUITS FOR FUTURE USE. INSTALL 24" DEEP WITH 12' SEPARATION. CONTRACTOR TO OPEN CUT CHURCH AVENUE. COORDINATE TRAFFIC CONTROL PLAN WITH SPECIFICATIONS. CONDUCTOR INSTALLATION BY NWE. CONDUIT, EXCAVATION & BACKFILL BY CONTRACTOR. PULL BOX STUB CONDUITS INTO BUILDING AND CAP PROPOSED PUMP STATION ELECTRICAL SERVICE BY CONTRACTOR TRANSFORMER BY NWE REMOVE AND REPLACE SIDEWALK, PEDESTRIAN RAMP, AND SIGN POSTS. CONDUIT SWEEP REPLACE CROSSWALK STRIPING EXISTING 48"Ø RCP EXISTING PEDESTRIAN BRIDGE USE FLOWABLE FILL FROM STATION 7+50 TO 7+80 REMOVE & REPLACE SIDEWALK, PEDESTRIAN RAMP, ASPHALT TRAIL, AND SIGN POSTS AS NEEDED PROPOSED GRASSTONE ACCESS AND TURN-AROUND VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! COPYRIGHT © MORRISON-MAIERLE, INC., 2017 SHEET NUMBER PROJECT NUMBER DRAWING NUMBER NO. DESCRIPTION BY DATE N:\0417\076\ACAD\SHEETS\C-4 STORY DITCH PLAN AND PROFILE STA 5+50 TO STA 8+50.DWG PLOTTED BY:CHRISTOPHER R. HAWKINS ON Nov/09/2017 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 Phone: 406.587.0721 Fax: 406.922.6702 engineers surveyors planners scientists Morrison Maierle SUNSET HILLS CEMETERY & LINDLEY PARK WATER CONSERVATION PROJECT 0417.076 BOZEMAN MONTANA STORY DITCH PLAN & PROFILE STA 5+50 TO STA 8+50 7 C-4 CRH WEH MRD 11/2017 FINAL REVIEW SET 11/01/2017 ... ... HORIZ. SCALE IN FEET VERT. SCALE IN FEET 0 0 20 20 40 5 5 10 S. CHURCH AVE. GALLAGATOR LINEAR TRAIL GALLAGATOR LINEAR TRAIL TRAIL EXISTING STORY DITCH THALWEG EXISTING GROUND INSTALL 197.2 LF OF 24" CORRUGATED SMOOTH WALL INTERIOR POLYETHYLENE PIPE @ 0.10% SLOPE INSTALL 24.0 LF OF 24" CORRUGATED SMOOTH WALL INTERIOR POLYETHYLENE PIPE @ 0.50% SLOPE INSTALL 47.3 LF OF 24" CORRUGATED SMOOTH WALL INTERIOR POLYETHYLENE PIPE @ 1.24% SLOPE EXISTING 12" PVC SEWER LINE IE: 4827.23 IE: 4829.47 IE: 4829.80 65 LF OF 24" DR 35 PIPE TO PUMP STATION SLOPE= 0.51% 15' CITY OWNERSHIP LINE (TYP.) EXISTING 6" WATER LINE IE: 4832.5 NOTES: 1. 4' DIAMETER MANHOLES SHALL BE IN ACCORDANCE WITH CITY OF BOZEMAN STANDARD 02720-3, WITH CHANNEL, NO SUMP. PROPOSED GRADED CHANNEL BURKE PARK BURKE PARK 1 KEY NOTES: 2 3 4 5 6 7 8 9 10 11 2 1 1 3 1 4 5 6 7 8 9 1 D-1 10 11 12 13 12 13 14 14 S. CHURCH AVE. RIGHT-OF-WAY FINISH GROUND EXISTING GROUND IE: 4829.80 IE: 4829.47 PUMP INTAKE VAULT PUMP STATION WET WELL 65 LF OF 24" CORRUGATED SMOOTH WALL INTERIOR POLYETHYLENE PIPE (TO PUMP STATION) @ 0.51% SLOPE SCALE: 1" = 10' SECTION A-A A A 15 16 IRRIGATION PIPE SEE SHEET IR-2 15 16 17 17 PUMP STATION SITE PLAN SEE SHEET D-1 4 MAINTAIN 6" SEPARATION 54