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HomeMy WebLinkAboutNorth Park Development Phase 1.5 - PRV Vaults NORTH PARK DEVELOPMENT - PHASE 1.5 WATER MAIN IMPROVEMENT - WHEAT DRIVE & FLORA PRV VAULTS i~ W PROJECT LOCATION: LOCATED APPROXIMATELY 400-FT NORTH OF MANDEVILLE LANE ALONG WHEAT DRIVE AND APPROXIMATELY 1,100 FEET NORTH OF MANDEVILLE LANE ALONG FLORA LANE. a b z LEGAL DESCRIPTION: SECTION 36,TOWNSHIP 01S, RANGE 05E,ACRES 167.26, SW 1/4 OF 1-90 LESS TRACTS, P.M.M., GALLATIN COUNTY, MT Q JULY 17 2024 z F� N PROJECT LOCATION OWNER: STATE OF MONTANA BOZEMAN TRAX PARTNERS,LLC PO BOX 201601 5148 US 89 O HELENA,MT 59620-1601 LIVINGSTON,MT 59047 DEVELOPER: BOZEMAN TRAX PARTNERS,LLC 5148 US 89 ;Q LIVINGSTON,MT 59047 CIVIL ENGINEER: ALLIED ENGINEERING SERVICES,INC. 32 DISCOVERY DRIVE t6 to BOZEMAN,MT 59718 ^r /\ OM \_,✓' .,7 FAG ° .e+R-4�►!!�� 94?SY` I 4642A7`` \ O O RORY SCOTT R 7"�. 'tidy 4636� 465 SHEET INDEX SHEET NO. '•+.�c�Ns��:•'��'.: "' �;_ . �..,'. PROJECT SITE o NORTH PARK __ z w .� \ co.1 COVER PROJEC � F < w C0.2 PROJECT NOTES & GENERAL INFORMATION NORTH PARK C1.1 WHEAT DRIVE PRV VAULTq �� $` • t t '"� - 35 BOZ "`-� �'� C1.2 FLORA LANE PRV VAULT 'Ti�C i�R�y „�'1 C1.3 EXISTING PRV VAULT AT RED WING DRIVE E'+�z.III�I Q C2.1 WHEAT DRIVE PRV VAULT CONSTRUCTION PLAN RECORD Ic ��r�€"�'3$aa117"'"�� T�", r , LL ' �� t rr �- .`'e 7 { o , F• �� -_ �11, ":\ Z ��}(� �I'{}}}I���\\7I Iy� D JL�IAWAA 4�11 BIT '.. °Y. {' ' ` ` 99A ` q.`� -•�• •I 1 8 C3.1 WHEAT DRIVE PRV VAULT DETAILS F +I� '� y L� y5 ✓,Zy % ;T• I I� • - C3.2 FLORA LANE PRV VAULT DETAILS �r�l C3.3 WHEAT DRIVE PRV VAULT INTERNAL DETAILS It. � ` _ I i1 'ee� ' j• • F 3n�,� K {EN• y i � � @ 1 ' I e1,A s \• `- ', s l C3.4 FLORA LANE PRV VAULT INTERNAL DETAILS 1� C3.5 ELECTRICAL SERVICE & PANEL DETAIL j IMF a'u',a '�� - L .� i `/ it. r-' i cur `• ' x78enr* .. _ ' �� - — � I I 6■ :III'�'��,i 2�f - � 176 If LOCATION MAP VICINITY MAP 0 5,000 10,000 15,000 0 2,000 4,000 6,000 N N SCALE (FEET) SCALE (FEET) 32 DISCOVERY DRIVE Civil En ineerin — PROJECT ENGINEER: RORY S. ROMEY,PE PROJECT SURVEYOR: GREG FINK,PLS BOZEMAN,MT 59718 g g BRANDON SCHREINER,PLS PHONE(406)582-0221 Geotechnical Engineering DESIGN ENGINEERS: RORY S. ROMEY,PE FAX(406)582-5770 ALLIED www.alliedengineering.com Land Surveying EENRGINNEEE I G ERIC J. FOSS,PE ���erse Pro)eot5 NORTH PARK - PRV C0.1 COVER SHEET LEGEND SPECIFICATIONS&NOTES: AESI ALLIED ENGINEERING SERVICES, INC. 4690 INDEX CONTOUR - FG 5' INTERVAL S SEWER MAIN 7a. POWER POLE BLDG BUILDING ( ) 1. ALL CONSTRUCTION WILL CONFORM TO THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS (MPWSS), SEVENTH BM BENCHMARK -4691 CONTOUR MINOR - FG (1' INTERVAL) SS) SANITARY SEWER MANHOLE (] ELECTRICAL PEDESTAL EDITION, AND THE CITY OF BOZEMAN (COB) MODIFICATIONS TO MPWSS AND THE PROJECT SPECIFICATIONS. BP BEGINNING POINT -4705- INDEX CONTOUR - EG (5' INTERVAL) w WATER MAIN © TELEPHONE PEDESTAL BVC BEGIN VERTICAL CURVE 2. ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB's WATER SUPPLY SHALL BE OPERATED BY COB -4704 CONTOUR MINOR - EG (1' INTERVAL) SD STORM DRAIN o- GUY ANCHOR PERSONNEL ONLY. CL, CL CENTERLINE OHP OVERHEAD POWER - EXISTING FIRE HYDRANT v SIGN 3. THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY CMP CORRUGATED METAL PIPE CITY OF G G UTILITY GAS - EXISTING pd WATER VALVE ® WELL WORK. COBNC CONCRETE BOZEMAN OIL OIL PIPELINE - EXISTING E CULVERT ® MONITOR WELL 4. CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. CONTRACTOR MUST NOTIFY Cu COPPER ENGINEER IF EXISTING CONNECTION LOCATIONS AND ELEVATIONS ARE DIFFERENT THAN THOSE SHOWN ON THE CY CUBIC YARD TEL UTILITY PHONE - EXISTING --------- EASEMENT LINE • FOUND MONUMENT AS NOTED PLANS. -E UTILITY ELECTRIC - EXISTING BOUNDARY/LOT LINE O SET MONUMENT DI DUCTILE IRON -F UTILITY FIBER - EXISTING Sk WETLAND BOUNDARY 0 CONTROL POINT 5. CONSTRUCTION INSPECTION AND TESTING MUST BE PERFORMED BY A PROFESSIONAL ENGINEER LICENSED IN THE DIA DIAMETER STATE OF MONTANA. THE ENGINEER SHALL BE NOTIFIED AT LEAST TWO DAYS PRIOR TO ANY WORK COMMENCING. DWG DRAWING THE CONTRACTOR AND THE ENGINEER WILL NEED TO COMMUNICATE DAILY SUCH THAT ALL CONSTRUCTION INSPECTION AND TESTING REQUIREMENTS CAN BE COORDINATED. INSPECTION AND TESTING SHALL MEET MPWSS, E EAST MDEQ, AND COB REQUIREMENTS. EA EACH _ EG EXISTING GRADE Z8 p0 PROJECT SITE 6. THE CONTRACTOR IS REQUIRED TO CALL THE NATIONAL ONE CALL NUMBER FOR UTILITY LOCATES. NOT ALL ELEV, EL ELEVATION EXISTING UTILITIES MAY BE SHOWN ON THE PLANS AND/OR THE DEPICTED LOCATIONS MAY NOT REPRESENT ACTUAL EOP EDGE OF PAVEMENT . - - FIELD CONDITIONS. THEREFORE, THE CONTRACTOR SHALL ONLY USE THE UTILITY INFORMATION THAT IS SHOWN ON EVC END VERTICAL CURVE THE PLANS AS A GENERAL GUIDELINE AND MUST NOT DEPEND ON ITS ACCURACY. PRIOR TO PERFORMING ANY EX EXISTING EXCAVATION, A UTILITY REQUEST SHALL BE MADE AND ALL UTILITIES SHALL BE MARKED BY THE UTILITY LOCATING FUTURE (PHASE 2) COMPANY. THE CONTRACTOR IS RESPONSIBLE FOR GIVING THIS NOTICE BY CALLING (800) 424-5555 (OR CALL FDN FOUNDATION a STORM DRAIN 811) AT LEAST 2 BUSINESS DAYS PRIOR TO ANY EXCAVATION. UNDERGROUND UTILITIES MUST BE FLAGGED OFF FETS FLARED END TERMINAL SECTION BEFORE ANY EXCAVATION CAN BEGIN. THE ENGINEER HAS NOT PHYSICALLY LOCATED OR FIELD VERIFIED ANY OF FG FINISHED GRADE -- THE UNDERGROUND UTILITY LOCATIONS AND THEREFORE IS NOT RESPONSIBLE FOR THE ACCURACY OR FHYD FIRE HYDRANT COMPLETENESS OF THE PLAN INFORMATION. FL FLANGE FLR FLOOR 7. CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES WHERE NEW FACILITIES CROSS FT FEET J 24 00 i OR CONNECT. CONTRACTOR SHALL BE RESPONSIBLE FOR EXPOSING POTENTIAL UTILITY CONFLICTS FAR ENOUGH FTG FOOTING AHEAD OF CONSTRUCTION TO MAKE NECESSARY MODIFICATIONS WITHOUT DELAYING THE WORK. ALL UTILITY CROSSINGS SHALL BE POTHOLED AS NECESSARY PRIOR TO EXCAVATING OR BORING TO ALLOW THE CONTRACTOR TO GPM GALLONS PER MINUTE C\ PREVENT GRADE OR ALIGNMENT CONFLICTS. GV GATE VALVE FUTURE (PHASE 2) 8. CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT AND FACILITIES REQUIRED FOR TESTING ALL UTILITY PIPING ~"1 WATER AND SEWER MAIN IN ACCORDANCE WITH MPWSS, MDEQ, AND COB SPECIFICATIONS. COST OF ALL INITIAL AND RETESTING SHALL BE HDPE HIGH DENSITY POLYETHYLENE HORZ HORIZONTAL BORNE BY THE CONTRACTOR. HP HORSEPOWER je r 9. ALL ELEVATIONS SHOWN ARE IN DECIMAL FEET. MOST DIMENSIONS ARE SHOWN IN DECIMAL FEET AND OCCASIONALLY HWY HIGHWAY _ SHOWN IN INCHES AS WELL. IE INVERT ELEVATION 10. PIPE BEDDING (TYPE 1) AND TRENCH BACKFILL (SEE CITY OF BOZEMAN STANDARD DRAWINGS # 02221-1 AND # IN INCH - 20 00 ti INV INVERT 02221-2 SHALL BE UTILIZED IN ACCORDANCE WITH MPWSS SECTIONS 02221 02225 02234 02235 02510 AND THE ASSOCIATED STANDARD DRAWINGS AND THE ASSOCIATED COB MODIFICATIONS TO MPWSS, UNLESS NOTED *�1 LF LINEAR FEET OTHERWISE IN THE PLANS. LT LEFT 11. CONTRACTOR SHALL PROVIDE WATER AND OTHER MEASURES AS NECESSARY TO CONTROL DUST TO AN EXTENT 3 1 ACCEPTABLE TO THE UNDERLYING PROPERTY OWNERS. MATT MATERIAL \" ) 'T- MECH MECHANICAL 12. IN ACCORDANCE WITH THE COB DESIGN STANDARDS AND SPECIFICATIONS POLICY, A PRE-CONSTRUCTION MEETING MFR MANUFACTURER -��• �. SHALL BE SCHEDULED BY THE ENGINEER PRIOR TO BEGINNING CONSTRUCTION. THE CITY OF BOZEMAN, MH MANHOLE CONTRACTOR, ENGINEER, AND OTHER AFFECTED UTILITIES OR GOVERNMENT AGENCIES (IF APPLICABLE) SHALL BE MID MID POINT (� PRESENT. MIN MINIMUM 3 �• t" �� c[` MJ MECHANICAL JOINT G 16 00 cuL1.NAF -5 I i - 13. ALL CONSTRUCTION MATERIALS THAT ARE INSTALLED ON THIS PROJECT MUST BE NEW. MPW MONTANA PUBLIC WORKS 14. SHOP/FABRICATION DRAWINGS WILL BE REQUIRED FOR ALL INSTALLED CONSTRUCTION MATERIALS. THEY MUST BE MPWSS MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS ROADS CURRENTLY ^�''°'••^^*+^*+'s^*--a,-11] - <� SUBMITTED BY THE CONTRACTOR TO THE ENGINEER PER THE PROCEDURES SET FORTH IN SPECIFICATIONS FOR MRL MONTANA RAIL LINK i, MUTCD MANUAL IXJ UNIFORM TRAFFIC CONTROL DEVICES - - UNDER CONSTRUCTION .W�. � o �„ '� � � ,�,: REVIEW PRIOR TO THE PRE-CONSTRUCTION MEETING. AS PART OF PHASE 1 15. ALL WATER MAINS MUST BE TESTED IN ACCORDANCE WITH MPWSS AND COB MODIFICATIONS PRIOR TO BEING PLACED IN NORTH •\ �� F, E INTO SERVICE. I, OFF OFFSET ----_w� W 16. ALL THRUST BLOCKING FOR WATER MAIN FITTINGS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF OHP OVERHEAD POWER $ eeieee BOZEMAN STANDARD DRAWINGS # 02660-1 AND 02660-3. WHEAT-DRIVE PC POINT OF CURVATURE 17. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING ALL NECESSARY PROJECT SITE ACCESS PI POINT OF INTERSECTION STATIONING (TYP.) 12oo = CONTROL DURING THE COURSE OF THE PROJECT. PL PROPERTY LINE / WETLAND EXTENTS FROM_ N, PROPOSED '. ° i + I PROP PROPERTY - 1� FLORA LANE 18. THE CONTRACTOR WILL BE REQUIRED TO MAINTAIN A CLEAN JOB SITE. - Lb PSI POUNDS PER SQUARE INCH -- PRV VAULT _ 2021 WETLAND DELINEATION °!'.- 19 LEVEL CONTRACTOR UITLNBOE LIMITED RESPONSIBLE RESTORING TVEG VEGETATION, GROUORING THE DND COVER, AND TO ASPRE-PROJECT REE AND IDEWALK DISTURBANCE PT IG POIPHUNT OFPEANGEQNCRE INCH GAUGE STORM DRAIN a PVC POLYVINYL CHLORIDE BY.WESTON SOLUTIONS \\ IOAtl� "` RESTORATION AND REPAIR. COMPLETED AS PART -��� PRV PRESSURE REDUCING VALVE OF PHASE 1 (TYP.) a 20.REFER TO SPECIAL PROVISIONS FOR PERMITTING REQUIREMENTS. Q FLOW i 4, ^F 21. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING CONSTRUCTION SAFETY AND SANITATION FACILITIES. R RADIUS r 1 fi y y RCP REINFORCED CONCRETE PIPE • - _ .L 22.THE CONTRACTOR SHALL PROVIDE A SET OF AS-BUILT DRAWINGS TO THE RPR PRIOR TO THE FINAL ACCEPTANCE. RDCR REDUCER BASIS OF BEARING,COORDINATES � i� 23.ALL WATER MAIN SHALL BE ENCASED IN V-BIO ENHANCED POLYETHYLENE ENCASEMENT. ROW RIGHT OF WAY A BEARINGS SHOWN ARE MONTANA STATE PLANE GRID. RPR RESIDENT PROJECT REPRESENTATIVE DISTANCES oescNnnOOND DISTANCES IN INTERNATIONAL FEET. OF PHASE 1 TYP. ' 24.WATER MAINS SHALL HAVE A MINIMUM OF 6.5-FT OF COVER. INSULATE OVER THE WATER MAINS WHERE MINIMUM RR RAIL ROAD MONTANA COORDINATE SYSTEM NAD 83 WATER MAIN STUBS \ W 1 �' COVER CANNOT BE MET. RT RIGHT HORIZONTAL DATUM: BOZEMAN CONTINUOUSLY OPERATING REFERENCE STATION Y ^ v h S SOUTH COMPLETED AS PARTEn , II�' DK7547 MTSU BOZEMAN CORS ARP ( ) 3 w Aa SI STANDARD BORDER FORMAT'I° SCH SCHEDULE MONTANA STATE PLANE NAD 83(2011)(EPOCH: 2010.0000) SO STORM DRAIN �r J, SECT SECTION NORTH LATITUDE 45'39'40.37689" 341 T� z SS SANITARY SEWER 3 WEST LONGITUDE 111'02'42.00898" C UNITS INTERNATIONAL FEET y o0 , e C SSMH SANITARY SEWER MAN HOLE Convergence angle: -01'07'49" .+ PROPOSED T STA STATION o PROPOSED 4" w• STD STANDARD DATUM NOTE ELEVATIONS BASED ON NAVD 88 VERTICAL DATUM WHEAT DRIVE r = PROJECT NAME r PRV VAULT PROFILE LABEL KEY SHEET DESCRIPTION fY11�1��� �.; TBM TEMPORARY BENCHMARK PROJECT CONTROL POINT TABLE t� re TUC TOP BACK of CURB e TDH TOTAL DYNAMIC HEAD 8� _ B'3 w' ,v+.{s•"' TOR TOP OF RAIL Point # Elevation Northing Easting Description • ..-.� _ f F "" ELEVATION TP TEST PIT 12 - eI ' ' TW TOP OF WALL 12 4728.04 532650.65 1572201.85 YPC GASTON e¢ z _ TYP TYPICAL co =.1=- 34 4724.23 533081.73 1572203.95 YPC GASTON MANDEVR.-LE LANE P wZF z- - - 1. D oo '- - e �* ,z� UBC UNIFORM BUILDING CODE 83 4725.46 532704.05 1572615.59 ALUMINUM CAP - r1yy N w UPC UNIFORM PLUMBING CODE �. �t�Y GI wow DISCIPLINE LETTER & N0. UG UNDERGROUND 7��If�1f FaY MAP PROJECT p: 14-167 SHEET SHEET NO. WITHIN DISCIPLINE LOCATION IOA� MA o DATE: 04/05/19 x VERT VERTICAL _ n H CO-COVEROWG d�X 0 200 400 600 A R�C )RD a W WEST i �}� Jle /j`� �' PRO ECT-NAME W/ WITH SCALE (FEET) N D�AWING SHEET-DESCRIPTION W/0 WITHOUT NO. REVISIONS DRAWN BY DATE NTq NORTH 7 �[]� PARK DEVELOPMENT }�7�('� y �[; q PROJECT #:14-167.10 SHEET 1 NO CHANGES, UPDATED DATE EJF 10 21 2022 A�'J ORT ll Pd"i1RK I E�V ELOPA�'llE JL - PHASE L5 32 DISCOVERY DRIVE DATE: 07/17/2024 �®Q� RORY score BOZEMAN,MT 59718 Civil Engineering Ro Y PROJECT NOTES & GENERAL AL INFORMATION ION PHONE(406)582-0221 Geotechnical Engineering A��'CD COVER FAX(406)582-5770 ALLIED PROJECT ENGINEER: RSR DRAWN BY: EJF Ho. "s PE www.allieden ineering.com Land Surveying ENGINm1ING F BOZEMAN,MONTANA 9 > m NORTH[PARK DEVELOPMENT DESIGNED BY: RSR, EJF REVIEWED BY: RSR A °.......oie``•� NOTES&GEN.INFORMATION --- \\ U0 CE RE i 10' WIDE UTILITY EASEMENT \ 3p5'PN\j PRY \ \ 35' �\ POTENTIAL EX. MUELLER SC-250 FIRE HYDRANT L - - - - PHASE i SIDEWALK �/W� \\ -__��� \r FUTURE (TA: 4+50.00, )NV= 4714.78 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \- - - - -- r APPROACH P R 0 A C H FROM PHASE 1 I \ � I � ' I PROPOSED 3'x3'x6" CONCRETE SPLASH PAD WITH 2' WIDE GRAVEL PERIMETER © EX. 45' of 8" DIA. DI CLASS 51 WATER MAIN \�,� I PROPOSED ELECTRIC SERVICE BASE WITH METER &FUTURE SCADA PANEL 7' 0•C• \ EXTENSION WITH 8" DI END CAP I PULL BOX AND CONDUIT FOR STREET LIGHTING (TYP.) 7' BLOWOFF PER COB STD DWG 02660-7 - - - - - - - - - - - - - - - - - - - - - - - - - �\ _ _ (FROM PHASE 1) EX. 12" SOLID SLEEVE (UNION), MJ j POWER, CONTROLS, & INSTRUMENTATION STA: 4+45.04, OFF: 5.44L w , 0 i EX. 8" DI 45'VERTICAL BEND, MJ (FROM PHASE 1) w/ 44' EDP TO EOP EACH IN 3" SC 80 CONDUIT 7' i & 8" DI GATE VALVE, MJ I/ APPROXIMATE LOCATION STA: 4+10.03, OFF: 10.54E RELIEF LINES \ (FROM PHASE 1) w/ PHASE 1 EDP b EX. BELL RESTRAINT HARNESS EX. 8" DI 45'VERTICAL BEND, MJ EX. BELL RESTRAINT HARNESS \ STA: 3+74 _ s PHASE 1 TBC STA: 3+56 F HASE 1) STA: 4+10.32, OFF: 7.36E (FROM PHASE 1) z APPROXIMATE LOCATION sz (FROM PHASE 1) SUMP PUMP LINE EX. 12" X 8" DI CROSS, MJ BELL RESTRAINT HARNESS STA: 4+10.59, OFF: 4.32L w/ I EX. 12" DI GATE VALVE, MJ EXISTING 12" DI WATER MAIN STA: 3+37.68 (FROM PHASE 1)� (FROM PHASE 1) / s STA: 4+55.04, OFF: 5.45L (FROM PHASE 1) w w w w w w w w w w w ;"w w _ 12 DI 45'VERTICAL BEND, MJ i p STA: 4+15.65, OFF: 4.72L I EX. 12" X 6" DI HYDRANT TEE, MJ (FROM PHASE 1) I STA: 4+50.00, OFF: 5.45L WHEAT DRIVE u WI w \ o s_ (FROM PHASE 1) 0 0 t -EX. 12" DI 45'VERTICAL BEND, MJ RESTRAIN ALL JOINTS THIN 55' OF PRV VAULT STA: 4+13.12, OFF: 4.53L � s I i s s s s s s s s s s s s -s- s s s S (FROM PHASE 1) I i EXISTING 10" SDR35 PVC PROPOSED 10"x3"x4"x4" PRV VAULT BY OTHERS EX. 12" DI GATE VALVE, MJ EX. 8" DI GATE VALVE, MJ I i SANITARY SEWER MAIN CENTER ON STA: 3+55.64 STA: 3+90.22, OFF: 4.54L STA: 4+11.22, OFF: 2.91R SEE DETAIL A/C3.1 (FROM PHASE 1) EX. MH #3 (FROM PHASE 1) SIZE COULD VARY W/MANUFACTURE I STA: 3+98.67 EX. 12" DI 45'VERTICAL BEND SLIGHTLY ROLLED, MJ OFF: 8.45R STA: 3+92.24, OFF: 4.32L f i (FROM PHASE 1) PHASE 1 LIGHT POLE EX. 12" DI 45'VERTICAL BEND SLIGHTLY ROLLED, MJ I STA: 3+95.93, OFF: 2.70L _ (FROM PHASE 1)_ I EX. 52' of 8" DIA. DI CLASS 51 WATER MAIN EXISTING 90' WIDE I EXTENSION WITH 8" DI END CAP / ACCESS & UTILITY I BLOWOFF PER COB STD DWG 02660-7 i/ I EASEMENT (FROM PHASE 1) I I JOINT RESTRAINT NOTE: QLOVER NOTES: T� ' RESTRAIN ALL JOINTS WITHIN 55 FEET TS MODIFIED TO MAKE THE PROPOSED IMPROVEMENTS STAND OUT MORE PLAN VIEW-WHEAT DRIVE PRV'(STA:2+00.00=STA 5+00.00) RIECOR U/ OF OUTSIDE WALLS OF PRV VAULT RECENTLY COMPLETED PHASE 1 INFRASTRUCTURE IMPROVEMENTS. DRAWIN� 473 735 2 (TWO) 4" THICK GRADE RINGS SHOWN 473 ON TOP OF RISER 730 GRADE BREAK STA = +58.99 PROPOSED 10"x3"x4"x4" PRV VAULT BY OTHERS ELEV 724.49 EX. B ILL RESTRAINT HARNESS CENTER ON STA: 3+55.64 12" DI GATE VALVE,.22 MJ SEE DETAIL A C3.1 STA: 3+96 EX. MUELLER SC-250 FIRE HYDRANT = PROPOSED WHEAT DRIVE SIZE COULD VARY W/MANUFACTURE STA: 3+74 INV= 4715.841STA: 4+50.00 FINISHED GRADE AT CONTRACTOR TO VERIFY ELEVATIONS AT CONNECTIONS (FROM PHASE 1) (FROM PHASE 1) EX. MH $3 INV= 4714.78 472 _ _ _ _ _ _ _ _ _ 1.6' ANTICIPATED -0.77%_ _ I(EROM PHASE 1) 725 EX. BELL RESTRAINT HARNESS TO BE REMOVED _ PRE-DISTURBANCE STA: 3+56 (FROM PHASE 1) EXISTING 12" DI 11.25'BEND, MJ EXISTING GROUND SURFACE 6" TALL 7STA: 4+00.52 3 WATER MAIN ANTICIPATED INV. ELEV: "moo(STA: 3+43.13 (REMOVED DURING PHASE 1) EX. 12" DI GATE VALVE MJ p 472 4715.87 RISER SHO ® STA: 4+55.04 720 y EX. 12" DI 45'VERTICAL BEND, MJ INV= 4714.43 STA: 3+38 (FROM PHASE 1) 8'-2" 4� STA: 4+15.65, INV= 4714.42 (FROM PHASE 1) 30" (FROM PHASE 1) EXISTING 12" DI WATER MAIN 715 471 RESTRAIN ALL JOINTS WITHIN 55' OF PRV VAULT "T!j 3 EXISTING 10" SDR35 PVC SANITARY SEWER MAIN ® VAULT FLOOR ANTICIPATED ELEV: 4715.06 EX. 12" DI SOU SLEEVE (UNION), MJ STA: 4+45.04, INV= 4714.42 EX. 12" X 6" DI HYDRANT TEE, MJ - (FROM PHASE 1) STA: 4+50.00 471 EX. 12" DI 45'VERTICAL BEND SLIGHTLY ROLLED, INV= 4714.42 710 STA: 3+92.24, INV= 4715.84 (FROM PHASE 1) (FROM PHASE 1) EX. 12" DI 45'VERTICAL BEND, MJ STA: 4+13.12 N EX. 12" DI 45'VERTICAL BEND SLIGHTLY ROLLED, MJ INV= 4711.95 STA: 3+95.93, INV= 4711.71 (FROM PHASE 1) 470 (FROM PHASE 1) 705 0a 00 ^� w 0,� EX. 12" X 8" DI CROSS, MJ N NO N 'O d: =M ^M d M STA: 4+10.59 o M fO N N� 'in INV- 4711.71 (FROM PHASE 1) 0 0 0 0 0 0 0 o N O N O v O PROFILE VIEW-WHEAT DRIVE PRV I(STA:2+00.00-STA:5+00.00) NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE FEET VERTICAL SCALE FEET N DEVELOPMENT j��/� PROJECT $:14-167.10 SHEET i SEE NOTES EJF 10 06 2022 0 10 20 0 5 10 ®R'�H PARK 1Ly�4 V1Ca41L.e®JL AV'JL�4 N'� e P�-A�'�4 "5 32 DISCOVERY DRIVE _ DATE: 07/17/2024 �yI"� 2 SEE INDIVIDUAL CALLOUTS EJF 01 03 2023 * Roav score BOZEMAN,MT59718 Civil Engineering C RaNer * g�7g�[]�AT DRIVE PRV VAULT PLAN & PROFILE PHONE(406>582-022, Geotechnical Engineering � PLAN & PROFILE Nn.sane PE FAX(406)582-5770 ALLIED Land Surveying ENGINEERING PROJECT ENGINEER:RSR DRAWN BY: EJF s,ceR:a� 1I� �T A,� R�7 p�,7p www.alliedengineering.com y g seevices,Iwc. NORTH PARK DEVELOPMENT / JC3®�e.GAYdAA'my ivA®A�TAiV L� DESIGNED BY: RSR, EJF REVIEWED BY: RSR WHEAT DRIVE PRV VAULT -32---------------- r EX. 26' of 8" DIA. DI CLASS 51 WATER MAIN EXTENSION WITH 8" DI END CAP I BLOWOF PER COB STD DWG 02660-7 (FROM PHASE 1) 20'I I -UTILITY STUB EASEMENT EXISTING LOCKING GASKET EX. MUELLER SC-250 FIRE HYDRANT EX. 8" DI 22.5'BEND SLIGHTLY ROLLED, MJ PROPOSED 2'x2'x6" CONCRETE SPLASH PAD (FROM PHASE 1) STA: 3+50,01, OFF: 20.43E I EX. 8" DI GATE VALVE, MJ STA: 2+73.91, OFF: 10.98L WITH 2' WIDE GRAVEL PERIMETER (FROM PHASE 1) STA: 4+11.01, OFF: 13.50L (FROM PHASE 1) 1 (FROM PHASE 1) 60' WIDE ROW EX. 8" DI 22.5'BEND SLIGHTLY ROLLED, MJ PROPOSED ELECTRIC SERVICE BASE WITH METER STA: 2+62.00, OFF: 3.97L & FUTURE E ADAWITH PANEL 7' O.C. EXISTING LOCKING GASKET (FROM PHASE 1) 3' (FROM PHASE 1) EX. 8" DI SOLID SLEEVE (UNION), MJ 10 PWR,7EACH NTROLS, & O y EX. 8" DI GATE VALVE, MJ INSTMENTATION STA: 2+55.70. OFF: 3.99L STA: 4+16.01, OFF: 11.o0L (FROM PHASE 1) IN 3" (FROM PHASE 1) 31' EOP TO EOP SCH0 CONDUIT 3, EX. 8"x6" DI HYDRANT TEE, MJ 2 STA: 3+50.01, OFF: 10.93L EX. 8" DI GATE VALVE, MJ WV (FROM PHASE 1) STA: 2+40.90, INV= 4727.92 EX. MH#1 8' PROPOSED 8"x3" PRV VAULT BY OTHERS (FROM PHASE 1) EX. 8" DI GATE VALVE, MJ FUTURE SSMH#B.1 EX. 8" DI TEE, MJ STA: 2+22.44 O CENTER L STA: 2+95 OFF: 5.49R � MANHOLE LID CENTERED AT OFFSET: 7.OL STA: 3+45.01, OFF: 10.93E STA: 4+00.00, OFF: 0.00 STA: 4+11.01, OFF: 11.00E SEE DETAIL A/C3.2 (FROM PHASE 1) (PHASE 2) (FROM PHASE 1) rJ a SIZE COULD VARY W/MANUFACTURE �-- - tL - - t - - - - - -'I-- - - - - - I - - - - - - - - - - - - - - - - 0 0 0 0 0 0 0 0 FUTURE 276' of 15" A-2000 STORM ®2.08%(PHASE 2) FUTURE 176' of 8" SDR35 ®-1.34%(PHASE 2) EXISTING 8"x6" DI TEE EXISTING CURB STA: 2 4.0' L Q FUTURE 151' of 15" A-2000 STORM ®1.25%(PHASE 2) STA: 4+15.17,FUTURE 48- D0 F:MH W8AR COVER AND GUTTER OFFSET: -4.0' L (PHASE 2) O FUTURE 48" SDMH W/SD COVER FUTURE (PHASE 2) CURB FUTURE (PHASE 2) EOP TYP. EIXSTING FIRE HYDRANT STA: 2+60.57, OFF: 11.6R AND GUTTER TYP. FUTURE 20' of 12" A-2000 STORM ®1.10% (PHASE 2) STA: 2+34.21 (PHASE 2) OFFSET: 20.5 R FUTURE (PHASE 2) 5-FT WIDE SIDEWALK TYP. FUTURE 38' of 12" RCP ®8.39%(PHASE 2) JOINT RESTRAINT NOTE: A REVISION NOTES: 11�1C�®1� �� RESTRAIN ALL JOINTS WITHIN 38 FEET LINEWEIGHTS MODIFIED TO MAKE THE PROPOSED IMPROVEMENTS STAND OUT MORE PLAN VIEW-FLORA LANE]PRV(STA:2+00.00-STA 5+00.00) ]DRE J[ D OF OUTSIDE WALLS OF PRV VAULT OVER THE RECENTLY COMPLETED PHASE 1 INFRASTRUCTURE IMPROVEMENTS. DRAWING 4740 EX. 8" DI 22.5'BEND SLIGHTLY ROLLED, MJ 740 EX. 8" DI GATE VALVE, MJ FUTURE 48" SDMH /SD COVER STA: 2+62.00, INV= 4727.65 EX. MUELLER SC-250 FIRE HYDRANT FUTURE SSMH#B.1 TA. 2+60.57 PROPOSED 8"x3" PRV VAULT BY OTHERS CENTER ON STA: 2+95 RIM: STA: 2+40.90, INV= 4727.92 (PHASE 2) (FROM PHASE 1) SEE DETAIL A/C2.2 STA: 3+50.01 PROPOSED FINISH GRADE AT (FROM PHASE 1) INV= +50.013 8" HEIGHT: 12.08' ® 10" OF GRADE SIZE COULD VARY W/MANUFACTURE (FROM PHASE 1) 8" INV IN:4720.45 (S) FUTURE 48" SDMH W/SO COVER 7.0-FT OFFSET LEFT FLORA LANE RINGS SHOWN ON CONTRACTOR TO VERIFY ELEVATIONS AT CONNECTIONS T:4720.25 STA. 4+15.17 (IN LINE WITH VAULT MANHOLE LID) 473 ------ _ -- TOP OF RISER 735 ------ (PHASE 2) ---- -- --- PROPOSED FLORA LANE EX. MH#1 - _ ---------- RIM:4734.79 ® ------------- FINISHED GRADE AT 72 TALL _ ------- MH HEIGHT: 12.18' RISER SHOWN - 7'47 3 2.2' ANTICIPATED ® ---- --- --- -_--- - - 730 PRE-DISTURBANCE EXISTING 8" DI WATER MAIN 8-2. WATER MAIN ANTICIPATED INV. ELEV. 472480(STA: 3+11.02) - - O - - - - - EXISTING GROUND SURFACE - --472 4724.35 - 30" ® - FUTURE STORM DRAIN EXISTING 8"x6" DI TEE ® (PHASE 2) S STA: 2+38.89 VAULT FLOOR ANTICIPATED ELEV* 4723.82 472 INV= ±4727.92 720 EX. 8" DI SOLID SLEEVE (UNION), MJ EX. 8"x6" DI HYDRANT TEE, MJ EX. " DI TEE, MJ EX. 8" DI GATE VALVE, MJ EXISTING 8" DI WATER MAIN 3 STA: 3+50.01 STA: 4+11.01 STA: 4+16.01 (FROM PHASE 1) _ STA: 2+55.70, INV= 27.69 WATER MAIN ANTICIPATED INV. ELEV: 4712' (STA: 2 779.03) INV= 4724.45 V= 4723.82 INV= 4723.77 FUTURE 8" SDR35 PVC SANITARY 471 (FROM PHASE 1) 4724.37 (FROM PHASE 1) (F OM PHASE 1) (FROM PHASE 1) SEWER MAIN (PHASE 2) 715 EX. 8" DI 22.5'BEND SLIGHTLY ROLLED, MJ EX. 8" DI GATE VALVE, MJ STA: 2+73.91, INV= 4725.17 STA: 3+45.01 (FROM PHASE 1) INV= 4724.49 (FROM PHASE 1) 471 710 NM N^ O M 'IN NO NIA •r O r^ n^ n 0 0 0 0 0 0 0 o N O N O n O + + + + + + + s N N n PROFILE VIEW-FLORA]LANE PRV(STA:2+00.00-STA:5+00.00) NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE FEET VERTICAL SCALE FEET N PROJECT f.14-167,101 SHEET i SEE NOTES EJF 10 06 2022 0 10 20 0 5 10 NORTH ]BARK DEVELOPMENT _ PHASE 1"5 32 DISCOVERY DRIVE _ DATE: 07/17/2024 ��"� 2 SEE INDIVIDUAL CALLOUTS EJF 01 03 2023 * RORY Woo BOZEMAN,MT59718 Civil Engineering RawEv * FLORA LAN] PRV VAULT PLAN & PROFILE PHONE )582-5-022, Geotechnical Engineering � PLAN & PROFILE Nn.sane PE FAX(406)5825770 (i#ED PROJECT ENGINEER:RSR DRAWN BY: EJF s,cEN:a� w alliedengineering.mo Land Surveying ERINGA ]BOZEMAN,MONTANA INC. NORTH PARK DEVELOPMENT DESIGNED BY: RSR, EJF REVIEWED BY: RSR FLORA LANE PRV VAULT A 9 TRACT 2-B / � ��iFgs so•/ / EXISTING 12" DI BUTTERFLY VALVE TO REMAIN STA: 2+55.89 / / rL OF 400' WIDE MONTANA / RAIL LINK RIGHT-OF-WAY EXISTING PRV VAULT TO BE REMOVEDUSE . MECHANICALLY RESTRAINED AND I2" DI SOLID SLEEVE ANICALLY CA NEW L / ARBITRARY STATIONING AND ALIGNMENT FOR EXISTING FIRE HYDRANT 12" CLASS 51 DI PIPE TO JOIN / / / EXISTING WATER MAIN AND RED WING DRIVE PRV / EXISTING 12' DI WATER MAIN / ________ - WATER MAIN AFTER REMOVAL -------------------- -- / APPROX. LOCATION OF -- — - -'o-- -—- EXISTING 12" DI 22.5' / —o -- - - - - - - - - HORIZONTAL BEND - - - -oo- - - - - - - - - - - - o - - - - - - - - - -o o a SECTION LINE 0' /0 5 EXISTING 12" DI BUTTERFLY VEXISTING VALVE TO REMAINEXISTING SANITARYSTA: 2+3.91SEWER MANHOLE #12EXISTING SANITARY EX SI TING 12" SDR35 PVCSEWER MANHOLE #11SANITARY SEWE\AIN \ / P / EXISTING 36" DIAMETER CASINGSFUTURE STORM ev / AT RAILROAD CROSSINGDRAIN AND SDMH EDGE / v• \ (PHASE 2) OF GRAVEL V / l0 EXISTING MAIN LINE RAILS 60' WIDE CORRIDOR OF WATER, SEWER, \/ / & STORM DRAINAGE EASEMENTS Doc. #2066505, 103F 3191, & #2711981 TRACT 4-B EXISTING SANITARY S SEWER MANHOLE #13 PLAN VIEW-EXISTING PRV VAULT AT ICED WING DRIVE(STA.0+00.00-3+82.97) NOTES: 1. ALL WATER MAINS SHALL BE CLASS 51, AWWWA C151 DUCTILE IRON PIPE. 4685 1685 2. ALL PIPE BEDDING SHALL BE TYPE 1 IN ACCORDANCE WITH COB STD DWG. 02221-1. 3. ALL TRENCH BACKFILL SHALL BE TYPE A. —EXISTING GROUND 4. ALL THRUST BLOCKING SHALL BE IN ACCORDANCE WITH COB STANDARD DRAWING EXISTING FIRE HYDRANT ENSURE 6.5' MIN+ COVER EXISTING SANITARY 02660-1 AND 02660-3. OVER WATER MAIN SEWER MANHOLE #12 468 — — — — — — — — 680 5. CONTRACTOR TO VERIFY ALL CONNECTIONS TO EXISTING WATER MAIN. EXISTING SANITARY SEWER MANHOLE #11 EXISTING PRV VAULT TO BE REMOVED. EXISTING 12" SDR35 PVC USE 12" DI SOLID SLEEVE (COUPLER) SANITARY SEWER MAIN MECHANICALLY RESTRAINED AND NEW 12" CLASS 51 DI PIPE TO JOIN 1.9' SEPARATION WATER MAIN AFTER REMOVAL 467 675 EXISTING 12" DI WATER MAIN 3 RECORD EXISTING 12"x6" DI TEE D A WING 467 670 JL�1d71 3 1 HEXISTING 12" DI BUTTERFLY VALVE TO REMAIN - STA. 2+83.91 EXISTING NV = 4672.60 DI BUTTERFLY VALVE TO REMAIN 9 --,'^z 4672.43 466 665 d D 0 N LO Oro O O Co O O 0 O O O O O M + + + + + + + + + PROFILE VIEW-EXISTING PRV VAULT AT ICED WING DRIVE(STA.0+00.00 e 3+82.97) NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE FEET VERTICAL SCALE FEET �NTq PROJECT #:14-167.10 SHEET 1 NO CHANGES, UPDATED DATE EJF 10 21 2022 0 20 40 0 4 8 NORTH[ PARK DEVELOPMENT Eq L®Pl�YllEq NT _ PHASE 1.5 32 DISCOVERY DRIVE � DATE: 07/17/2024 ��o� eor+r soon BOZEMAN,MT 59718 Civil Engineering i� * RED WING PRV "o"Er EXISTING PRV VAULT AT RED WING DRIVE PHONE(406)582-0221 Geotechnical Engineering q���ED FAX(406)582-5770 PROJECT ENGINEER: RSR DRAWN BY: EJF " amrs ae www.alliedengineerin.wm Land Surveying EMINEENING BOZEMAN,1�ONTANA g > .H. NORTH PARK DEVELOPMENT DESIGNED BY: RSR, EJF REVIEWED BY: RSR aJA °'�ersea„�e°"•° EXISTING PRV SECTION LINE AT STATION 3+55.64, SEE CROSS SECTION BELOW PULL BOX AND CONDUIT ---r / FOR STREET LIGHTING (TYP.) — — i APPROXIMATELY 18—FT OF CURB AND GUTTER ESTIMATED TO BE SAW CUT, REMOVED, AND REPLACED II r PROPOSED 3'x3'x6" CONCRETE SPLASH PAD I 10' WIDE UTILITY EASEMENT WITH 2' WIDE GRAVEL PERIMETER i Q P PHASE 1 SIDEWALK PROPOSED ELECTRIC SERVICE BASE WITH METER & FUTURE SCADA PANEL J / �W o- APPROXIMATE EXTENTS OF EXCAVATION FOR PRV VAULT AND JOINT RESTRAINTS. "D a I PHASE 1 LIGHT POLE (TYP.) (ASSUMING 1:1 EXCAVATION WALLS AND 3—FT OVER—DIG AROUND VAULT PERIMETER) Y / s SEE BACKFILL NOTES THIS PAGE. _ s/ — — 44' EDP TO EDP — — — — — — — — — — — — — — — — — — — — — — — — wl ? o Q' I PHASE 1 FOR APPROXIMATE EXTENTS OF EXCAVATION FLOOR (TYP.) I EXISTING 12" DI WATER MAIN PHASE 1 TBC / s / w F w w w w w w�w w w w w w — — tWHEAT DRIVE _ fr 0 0 0 0—s o s s s o—s s s s s so s s s s s s s S EX. MH #3 I // � EXISTING 10" SDR35 PVC i STA: 3+98.67 SANITARY SEWER MAIN OFF: 8.45R III I / — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I I I I \ I I EXISTING 12" GATE VALVE ESTIMATED SAW CUT AND PATCH EXTENTS \ I i APPROXIMATELY 3,140 SQ. FT. PHASE 1.5 SAW CUT NOTES: 0 I ~ PROPOSED 10"x3"x4"x4" PRV VAULT BY OTHERS L——————— 1. 4—INCH THICK ASPHALT AND CURB FROM PHASE 1 TO BE SAW CUT AS NECESSARY TO CENTER ON STA: 3+55.64 INSTALL THE PRV VAULT, CONNECTIONS TO BOULEVARD, AND JOINT RESTRAINTS ON EXISTING SEE DETAIL A/C3.1 WATER MAIN. SIZE COULD VARY W/ MANUFACTURE BACKFILL NOTES: EXISTING 12" GATE VALVE (FROM PHASE 1) WJ I r 1. BACKFILL ALL EXCAVATION EXTENTS WITHIN ROADWAY USING 3" MINUS SANDY GRAVEL COMPACTED TO 95%DRY DENSITY IN 8" MAX THICKNESS LIFTS. I 2. USE FLOWABLE FILL AS BACKFILL SELECTIVELY IN TIGHTER AREAS WHERE COMPACTION EQUIPMENT IS NOT FEASIBLE. 3. REPLACE ROAD FABRIC, SUB—BASE, AND BASE COURSE AFTER REACHING THE DATUM OF THE 0 20 40 60 28" OVERALL THICKNESS ROAD SECTION. VIEW y��R�y PHASE 1.5 PAVING NOTES: ���� ~III SCALE (FEET) �/ �/�/ 1. SAW CUT AREAS OF ASPHALT SHALL BE PATCHED WITH TWO 2—INCH THICK LIFTS OF ASPHALT. MANHOLE FRAME, GRADE RINGS, AND 12" RISER 3+55.64 4730 4730 REPLACE ROAD SECTION AND FABRIC WITHIN EXCAVATION EXTENTS BOULEVARD INFRASTRUCTURE REPLACE CURB AND GUTTER NOT SHOWN IN THIS CROSS AFTER TRENCHING THROUGH FOR NOT (TWO 2—INCH LIFTS) OF ASPHALT CONCRETE PAVEMENT 95%COMPACTION C SECTION. SEE DETAIL A/C3.1 BOULEVARD CONNECTIONS 6—INCH THICK 1.5—INCH MINUS BASE FINISHED GRADE EXISTING GROUND PRIOR TO PHASE 1 CONSTRUCTION COURSE GRAVEL 95%COMPACTION 4725 4725 - o 4720 4720 18—INCH THICK 6—INCH MINUS SUB—BASE COURSE GRAVEL 95% COMPACTION ESTIMATED PRV VAULT EXCAVATION EXTENTS AT 1:1 SLOPE \ 8'-2" // / BACKFILL ALL EXCAVATION EXTENTS WITHIN ROADWAY USING 3" MINUS SANDY GRAVEL PROPOSED PRV VAULT BY OTHERS. SEE DETAIL A/3.1 \\ 2.5' / / COMPACTED TO 95% DRY DENSITY IN 8" MAX THICKNESS LIFTS 4715 4715 ANTICIPATED LOCATION OF EXISTING 12" DI WATER MAIN APPROX. LOCATION OF EXISTING 10" SDR35 PVC SANITARY SEWER MAIN 3 CONTRACTOR TO VERIFY ELEVATIONS AT CONNECTIONS 9' 3' ESTIMATED(OVER—DIG 8" MIN. THICKNESS COMPACTED 3/4" MINUS GRAVEL BEDDING 4710 EXTEND BEDDING 1—FT MIN BEYOND VAULT IN ALL DIMENSIONS. 4710 COMPACT UPPER 6" IS SUBGRADE TO 95%MAXIMUM DRY DENSITY 7�Ty®�� STABLE SUBGRADE IS REQUIRED. IF THE SUBGRADE IS UNSTABLE, f�lA.i- USE 2—FT MIN THICKNESS TYPE 2 BEDDING. �j DR vWING 4705 4705 o 0 5 10 15 CROSS SECTION VIEW SCALE (FEET) NO. REVISIONS DRAWN BY DATE �OINTq PROJECT #:14-167.10 SHEET 1 UPDATED TO MATCH C1.1 EJF 10 21 2022 NORTH[ PARK DEVELOPMENT _ PHASE 1.5 32 DISCOVERY DRIVE � DATE: 07/17/2024 ��o� RORY SCsn BOZEMAN,MT 59718 Civil Engineering R EY WHEAT DRIVE PRV VAULT CONSTRUCTION PLAN PHONE(406)582-0221 Geotechnical Engineering WHEAT PRV CONST. FAX(406)582-5770 ALLIED PROJECT ENGINEER: RSR DRAWN BY: EJF amps ae _Alliedengineerin.wm Land Surveying ENGINEERING F�<,E„sEo� BOZEMAN MONTA NA 9 u+c NORTH PARK DEVELOPMENT DESIGNED BY: RSR, EJF REVIEWED BY: RSR A ' °.......e``z• WHEAT DRIVE PRV CONST. 18" #24 MESH SCREEN FOR EACH OUTLET 24" H-20 TRAFFIC LOAD RATED 036" WATER TIGHT CAST 36"x36"x6" CONCRETE SPLASH PAD 2' WIDE ROCK LINED SCALE AROUND PERIMETER TO DRAIN IRON MANHOLE FRAME AND COVER MARKED "WATER" FOR IDENTIFICATION. 030" CLEAR INSIDE OPENING. GRADE RINGS AS—NEEDED TO MATCH ASPHALT PER COB STD DWG 02213-1 PREFABRICATED PRV VAULT AND COMPONENTS BY OTHERS. SYSTEM TO BE FABRICATED BY PRESTIGE WORLDWIDE TECHNOLOGIES, LLC. T p ° I> °p 3" SPRAYED POLYURETHANE INSULATION (R20) FINAL INTERNAL CONFIGURATION TO BE APPROVED BY THE ENGINEER AND ° COB PRIOR TO PLACING ORDER. 12" RISER ° ° D p 771 p D p SLOPE ALL HORIZONTAL PIPE 4" SCH. 40 STEEL RELIEF LINES AT 2% TOWARDS GRAVEL ALSO 1.25" SCH. 40 STEEL SUMP PUMP DRAIN LINE DRAIN IF LESS THAN 6.5—FT VENT RELIEF LINES SEPARATELY AND ROUTE TO OF COVER OVER PIPE TO BOULEVARD USING SHARED SPLASH PAD AND SHARED FINISHED GRADE 3/4" GRAVEL DRAIN AT VERTICAL 90'BENDS 3/4" GRAVEL DRAIN — DRILL 1/8" DRAIN HOLE IN 90' BEND (ALL PIPES TO SHARE SAME 3/4" GRAVEL DRAIN) � a PIPE RESTRAINT WITH ANCHORING BOLTS PIPE RESTRAINT WITH ANCHORING BOLTS 10" DIA. SCH 40 304 STAINLESS STEEL PIPE STUBBED FROM VAULT (EACH END) 10" SMITH BLAIR TRANSITION COUPLING OR APPROVED EQUAL 8'-2" - p' 10" SMITH BLAIR TRANSITION COUPLING OR APPROVED EQUAL 10" DI CLASS 51 WATER MAIN 10" DI CLASS 51 WATER MAIN EXISTING 12" DI CLASS VALVING AND COMPONENTS NOT SHOWN BETWEEN RELIEF LINES ff12",x10" DI REDUCER, MECHANICALLY RESTRAINED (TYP.) 51 WATER MAIN SEE SHEET C3.3 FOR INTERNAL DETAILS D D POURED—IN—PLACE REINFORCED CONCRETE ° ENSURE VAULT FLOOR DRAINS TO SUMP EXISTING 12" DI CLASS 51 WATER MAIN 12%10" DI REDUCER, THRUST BLOCK 30" SUMP 8'Lx12"Wx10"D W/ ZOELLER MIGHTY MECHANICALLY GIANT SUMP PUMP 120 VAC — SHIPPED LOOSE RESTRAINED (TYP.) INSTALLED BY OTHERS 12 POURED-IN-PLACE REINFORCED CONCRETE THRUST BLOCK o ° o 15' 8" MIN. THICKNESS COMPACTED 3/4" MINUS GRAVEL BEDDING EXTEND BEDDING 1—FT MIN BEYOND VAULT IN ALL DIMENSIONS. COMPACT UPPER 6" OF SUBGRADE TO 95%MAXIMUM DRY DENSITY STABLE SUBGRADE IS REQUIRED. IF THE SUBGRADE IS UNSTABLE, USE 2—FT MIN THICKNESS TYPE 2 BEDDING. SECTS®N RECORD C3.1 WHEAT'DRIVE PRV PIPING PROFILE NOT TO SCALE N o -DiTRAWI NO. REVISIONS DRAWN BY DATE �ONTAN PROJECT #:14-167.10 SHEET` 1 NO CHANCES, UPDATED DATE EJF 10 21 2022 A�®JCO JL llJL ��llOJ[y ���y��®�1LVll�A�y� _ ����� 1,� 32 DISCOVERY DRIVE DATE: 07/17/20,4 NOT TO SCALE RORY soon BOZEMAN,MT 59718 Civil Engineering nn i° is PRV DETAILS.DWG ��°ll ROMEY WHEAT EAT DRIVE PRV VAULT DETAILS PHDNE(408,582-022, Geotechnical Engineering ALL �E� FAx(aos)saz-sn° Land Surveying ►Nt�a►1ve PROJECT ENGINEER: RSR DRAWN BY: EJF f.N<�ENsc°RG www.alliedengineering.wm 8ERVIcs%W_ NORTH PARK DEVELOPMENT BOZEMAN MONTANA DESIGNED BY: RSR, EJF REVIEWED BY: RSR A 9 °'�ersa„��°y9•�o PRV DETAILS #24 MESH SCREEN FOR EACH OUTLET 12" 24" H-20 TRAFFIC LOAD RATED 036" WATER TIGHT CAST 2' WIDE ROCK LINED SWALE AROUND PERIMETER TO DRAIN IRON MANHOLE FRAME AND COVER MARKED "WATER" 24"x24"x6" CONCRETE SPLASH PAD FOR IDENTIFICATION. 030" CLEAR INSIDE OPENING. GRADE RINGS AS—NEEDED TO MATCH ASPHALT PER COB STD DWG 02213-1 3" SPRAYED POLYURETHANE INSULATION (R20) 12" RISER °o p . SLOPE HORIZONTAL PIPE AT 2% TOWARDS 1.25" SCH. 40 STEEL SUMP PUMP DRAIN LINE GRAVEL DRAIN IF LESS THAN 6.5—FT OF COVER OVER PIPE TO FINISHED GRADE v 2 3/4" GRAVEL DRAIN — DRILL 1/8" DRAIN HOLE IN 90' BEND � a PREFABRICATED PRV VAULT AND COMPONENTS BY OTHERS. SYSTEM TO BE FABRICATED BY PRESTIGE WORLDWIDE TECHNOLOGIES, LLC. FINAL INTERNAL CONFIGURATION TO BE APPROVED BY THE ENGINEER AND COB PRIOR TO PLACING ORDER. 8'-2" PIPE RESTRAINT WITH ANCHORING BOLTS PIPE RESTRAINT WITH ANCHORING BOLTS 8" DIA. SCH 40 304 STAINLESS STEEL PIPE STUBBED FROM VAULT (EACH END) 8" SMITH GLAIR TRANSITION COUPLING VALVING AND COMPONENTS NOT SHOWN 8" SMITH BLAIR TRANSITION COUPLING OR APPROVED EQUAL SEE SHEET C3.4 FOR INTERNAL DETAILS ° �. OR APPROVED EQUAL EXISTING 8" DI WATER MAIN ENSURE VAULT FLOOR DRAINS TO SUMP EXISTING 8" DI CLASS 51 WATER MAIN POURED—IN—PLACE REINFORCED 36" CONCRETE THRUST BLOCK SUMP 7'Lx12"WX10"D W/ ZOELLER MIGHTY GIANT SUMP PUMP 120 VAC — SHIPPED LOOSE INSTALLED BY OTHERS 12" POURED—IN—PLACE REINFORCED p CONCRETE THRUST BLOCK 2' RECORD DRAWING 8" MIN. THICKNESS COMPACTED 3/4" MINUS GRAVEL BEDDING EXTEND BEDDING 1—FT MIN BEYOND VAULT IN ALL DIMENSIONS. COMPACT UPPER 6" OF SUBGRADE TO 95% MAXIMUM DRY DENSITY STABLE SUBGRADE IS REQUIRED. IF THE SUBGRADE IS UNSTABLE, USE 2—FT MIN THICKNESS TYPE 2 BEDDING. SECTION C3.2 FLORA LANE PRV PIPING PROFILE NOT TO SCALE 3i NO. REVISIONS DRAWN BY DATE �ONTAN PROJECT #:14-167.10 SHEET 1 NO CHANGES, UPDATED DATE EJF 10 17 2022 NORTH[ PARK DEVELOPMENT PHASE 1.5 32 DISCOVERY DRIVE DATE: 07/17/2024 NOT TO SCALE RORY soon BOZEMAN,MT 59718 Civil Engineering �j i� is PRV DETAILS.DWG ��vLy R EY FLORA LANE PRV VAULT DETAILS PHONE(406)582-0221 Geotechnical Engineering ALL�Ep FAx(aos)saz-sn° Land Surveying EN6►NEER►N6 PROJECT ENGINEER: RSR DRAWN BY: EJF f.N<�ENsc°RG www.alliedengineering.wm 8ERVICs,@M. NORTH PARK DEVELOPMENT BOZEMAN MONTANA DESIGNED BY: RSR, EJF REVIEWED BY: RSR A 9 °'�e.:a„�`°y9•�o PRV DETAILS BILL OF MATERIALS ITEM QTY DESCRIPTION 10"WATTS MUSTANG LF912GD-15YBCSL PSI 1 1 REDUCING/SUSTAINING VALVE EPDXY COATED 150 FLG SST.TRIM 15 3' W/X105 MICRO SWITCH ENERGIZED TO CLOSE ' 14' 2 2 10"MULLERA2360 NRS GATE VALVE 150 FLG C-509 NSF-61 3 1 10"CLA-VAL H STRAINER 150 FLG X FLG 24" 19 23" 3"WATTS MUSTANG LF912GD-15YBCSL PSI REDUCING/SUSTAINING BE MADE BY OTHERRSS FINAL CONNECTION 20 15 16 4 1 VALVE EPDXY COATED 150 FLG SST.TRIM W/X105 MICRO SWITCH ENERGIZED TO CLOSE 5 2 W MULLER A2360 NRS GATE VALVE 150 FLG C-509 NSF-61 1q ° e 1a 6 1 3"CLA-VAL H STRAINER 150 FLG X FLG 4 12 6 11 8 0 12 0 7 1 4"MULLER A2360 NRS GATE VALVE 150 FLG C-509 NSF-61 9 8 53" 5 5 12 4"WATTS MUSTANG 50-01 BV RELIEF VALVE,EPDXY COATED 150 7 8 1 FLG SST.TRIM W/X105 MICRO SWITCH ENERGIZED TO CLOSE 18 13 18 7 13 9 1 1"COMBINATION AIR VALVE W/ISOLATION VALVE 10 3 10"GRUVLOK MODEL 74FP COUPLING IV,OUTLET I(Y'INLET 11 1 3"GRUVLOK MODEL 74FP COUPLING 10 s 17 12 2 1 12 10 3 2 12 17 10 24" 12 6 STANDON ADJUSTABLE PIPE SUPPORTS g" 13 2 10"LINK-SEAL LS-475 ASSEMBLY 15 14 2 4"LINK-SEAL LS-475 ASSEMBLY 3"KO for Electdcal 0 21 15 1 32"C23 MANHOLE CAST IRON FRAME AND COVER H2O TRAFFIC 4"GRADE RINGS TO BE ADDED RATED W/WATER BADGE ONSITE,AS NEEDED TO MEET GRADE LEVEL r HALLIDAY SERIES L1 B ALUMINUM LADDER W/SERIES L1 E LADDER 12'CONCRETE 3"INSULATION 16 1 RISER EXTENSION 17 2 2 "0-200 PSI GAUGE LIQUID FILLED W/ SST.ISOLATION VALVE 18 2 ROMAC 600 SERIES SPLIT PIPE RESTRAINT W/THRUST BLOCK A, 3"KO for ElecAwI 24" 16 19 1 ZOELLER M53 SUMP PUMP W/1.5"DRAIN / 20 1 9Lx12"Wx10"D SUMP W/GRATE 12" IT 24 2 1 2 PRESTIGE WWT 6"WALLED H2O RATED PRV VAULT s W/SHERMAN WILLIAM TARLOCK ON OUTSIDE AND UGL DRY LOCK 8'-2" 6'-6' 10 3 17 10 EINFORCED CONCRETE 21 1 SEALANT ON INSIDE AND 3"INSULATION ON TOP HALF OF VAULT 18 13 17 13 THRUST BLOCKS TO BE W/FLOOR IS SLOPED AT A 1%GRADE TOWARDS SUMP 10 POURED-IN-PLACE BY OTHERS OD:15'Lx9Wx8'2"T ID:14'Lx8'Wx6'6"T C� — NOTES: 10"OUTLET — — 10"INLET 1. ALL PIPING AND EQUIPMENT SUPPLIED BY PRESTIGE WORLDWIDE TECHNOLOGIES.ALL PIPING IS SCHEDULE 40 304 SST. 19 20 2. VAULT SUPPLIER WILL SUPPLY AN INDIVIDUAL WITH AT LEAST 10 YRS EXP.WITH CONTROL 12 12 ° 18 30„ VALVE EQUIPMENT START-UP AND TROUBLE SHOOTING. 3. VAULT SUPPLIER TO PROVIDE 3 COPIES OF O&M MANUALS. ° 9 n 4. VAULT SHOWN INCLUDES ALL EQUIPMENT REQUIRED FORA FULLY FUNCTIONING PRV 12" ° ° < STATION.THIS INCLUDES DELIVERY TO SITE. • • , ' 5. INSTALLER WILL OFF-LOAD VAULT AND COORDINATE WITH SUPPLIER DELIVERY.INSTALLER MUST PROVIDE ALL EXCAVATION AND FINAL CONNECTIONS. 6. DISINFECTION&FINAL GRADE AND ANY CONNECTIONS OUTSIDE OF THE VAULT ARE THE _ A SECTION COMPRESPONSI . 7. PAC PACKAGEDD PRV IS A.I.S COMPLIANT RECORD3"BYPASS AND 4"RELIEFS DISCLAIMER:THIS DRAWING IS THE PROPERTY OF PRESTIGE WORLDWIDE TECHNOLOGIES,LLC.AND DRAWIN/� REMOVED FOR CLARITY EMBODIES CONFIDENTIAL INFORMATION,REGISTERED MARKS,TRADE SECRET INFORMATION, AND/OR KNOW HOW THAT IS PROPERTY OF PRESTIGE WORLDWIDE TECHNOLOGIES,LLC AND SHALL\� NOT BE DISCLOSED TO ANYONE OUTSIDE THIS PROJECT WITHOUT DIRECT CONSENT FROM PRESTIGE WWT. 3 10" X 3" X 4" X 4" PRESSURE DRAWN BY: DATE: SCALE AT AO: TITLE: �� 10/13/2022 1:50 REDUCING/SUSTAINING W/ DUAL RELIEF worldwrda r�n�o1og14,8.LLC_ VAULT CHECKED BY! DATE: REVISION: Mw 10/13/2022 3 PO BOX 1404 PROJECT: RATHDRUM, ID 83858 DRAWING No: MARTY@PRESTIGEWWT.COM CELL: 208-691-7430 NORTH PARK - WHEAT DRIVE WWW.PRESTIGEwwT.COM 3, NO. REVISIONS DRAWN BY DATE �ONTq PROJECT g:14-167.10 SHEET 1 ADDED PENETRATION EJF _10/17/2022 NOT To SCALE NORTH JE PARK DEVELOPMENT PHASE 1.5 32 DISCOVERY DRIVE Civil Engineering DATE: 07/17/2024 RORY SCOU BOZEMAN,MT 59718 it is PRV DETAILS.DWG C3v3 R EY WHEAT DRIVE PRV VAULT INTERNAL DETAILS PHONE(406)582-0221 Geotechnical Engineering ALLIED FAX(406)582-577. Land Surveying ENGINEMiNG PROJECT ENGINEER: RSR DRAWN BY: EJF F."��CE"sEo RG www.alliedengineering.wm 8ERVICE%we T;Q]RT]FI PAP.I{DEVELOPMENT DESIGNED BY: RSR, EJF REVIEWED BY: RSR A ]�®�E E��' ®����� PRV INTERNAL DETAILS BILL OF MATERIALS ITEM QTY DESCRIPTION 8"WATTS MUSTANG LF912GD-15YBCSL PSI REDUCING/SUSTAINING 1 1 VALVE EPDXY COATED 150 FLG SST.TRIM W/X105 MICRO SWITCH 12' 3' ENERGIZED TO CLOSE 11' 2 2 8"MULLER A2360 NRS GATE VALVE 150 FLG C-509 NSF-61 23" 16 3 1 8"CLA-VAL H STRAINER 150 FLG X FLG 4 9 12 15 ° 28 INAL CONNECTION TO 3"WATTS MUSTANG LF912GD-15YBCSL PSI REDUCING/SUSTAINING BE MADE BY OTHERS 4 1 VALVE EPDXY COATED 150 FLG SST.TRIM W/X105 MICRO SWITCH ' ENERGIZED TO CLOSE s s 5 2 3"MULLER A2360 NRS GATE VALVE 150 FLG C-509 NSF-61 11 5 5 6 1 3"CLA-VAL H STRAINER 150 FLG X FLG 8 7 10 7 3 8"GRUVLOK MODEL 74FP COUPLING 1a 10 17 13 7 1a 8 1 3"GRUVLOK MODEL 74FP COUPLING 9 5 STANDON ADJUSTABLE PIPE SUPPORTS 8'OUTLET 8"INLET 10 2 8"LINK-SEAL LS-475 ASSEMBLY 7 9 2 1 9 7 3 2 9 13 24" 11 1 32"C23 MANHOLE CAST IRON FRAME AND COVER H2O TRAFFIC RATED W/WATER BADGE 12 I HALLIDAY SERIES LIB ALUMINUM LADDER W/SERIES LIE LADDER 3"KO for Eledrlcel 11 EXTENSION 4"GRADE RINGS TO BE ADDED 13 2 2 "0-200 PSI GAUGE LIQUID FILLED W/4 SST.ISOLATION VALVE ONSITE,AS NEEDED TO MEET 18 GRADE LEVEL 14 2 ROMAC 600 SERIES SPLIT PIPE RESTRAINT 12"CONCRET INSULATION RISER • 15 1 T L x 12"W x 10"D SUMP W/GRATE 3 16 1 ZOELLER M53 SUMP PUMP W/1.5"DRAIN a 17 1 I"Val Matic Air Relief Valve 10 3"KOkrEleddoal 12 PRESTIGE WWr6"WALLED H2O RATED PRV VAULT 24" W/SHERMAN WILLIAM TARLOCK ON OUTSIDE AND UGL DRY LOCK 12" 12" 18 1 SEALANT ON INSIDE W/3"INSULATION ON TOP HALF OF VAULT W/ FLOOR SLOPED AT 1%GRADE TOWARDS SUMP 24" 2 2 EINFORCED CONCRETE OD:12'L X 8'W X 8'2"T ID:11'L x 7'W x 6'6"T 17 k HRUST BLOCKS TO BE 6'-6" 1 OURED-IN-PLACE BY OTHERS 133 13 74 7 7 E:3 8'OUTLET - - 8"INLET s 9 15 16 30" 12" " •• °e m NOTES: a • '° •; •• ,, a 1. ALL PIPING AND EQUIPMENT SUPPLIED BY PRESTIGE WORLDWIDE TECHNOLOGIES.ALL PIPING IS SCHEDULE 40304 SST. 2. VAULT SUPPLIER WILL SUPPLY AN INDIVIDUAL WITH AT LEAST 10 YRS EXP.WITH CONTROL VALVE EQUIPMENT START-UP AND TROUBLE SHOOTING. 3. VAULT SUPPLIER TO PROVIDE 3 COPIES OF 0&M MANUALS. 4. VAULT SHOWN INCLUDES ALL EQUIPMENT REQUIRED FOR A FULLY FUNCTIONING PRV STATION.THIS INCLUDES DELIVERY TO SITE. _ RECORD S. INSTALLER WILL OFF-LOAD VAULT AND COORDINATE WITH SUPPLIER DELIVERY.INSTALLER MUST PROVIDE ALL EXCAVATION AND FINAL (C A SECTION CONNECTIONS. 8. PDISINFECT[ACKAGEDONS:RV FINAL GRADE AND ANY CONNECTIONS OUTSIDE OF THE VAULT ARE THE INSTALLER'S RESPONSIBILITY. DRAWING 7. PACKAGED PRV IS A.LS COMPLIANT �J 3"BYPASS REMOVED FOR DISCLAIMER:THIS DRAWING IS THE PROPERTY OF PRESTIGE WORLDWIDE TECHNOLOGIES,LLC.AND EMBODIES CONFIDENTIAL CLARITY INFORMATION,REGISTERED MARKS,TRADE SECRET INFORMATION,AND/OR KNOW HOW THAT IS PROPERTY OF PRESTIGE WORLDWIDE TECHNOLOGIES,LLC AND SHALL NOT BE DISCLOSED TO ANYONE OUTSIDE THIS PROJECT WITHOUT DIRECT CONSENT FROM PRESTIGE 3 WVdr. AT TITLE: 8" X 3" PRESSURE DRAWN BY: DATE: 10/12/2022 SCALE PRESSURE AO. Worldwide Technologi!!a,LLC. REDUCING/SUSTAINING CHECKED BY: DATE: REVISION: PO BOX 1404 MW 10/12/2022 3 PROJECT: RATHDRUM, ID 83858 DRAWING NO: MARTY@PRESTIGEWWT.COM CELL: 208-691-7430 NORTH PARK - FLORA LANE 1 WWW.PRESTIGEWWT.COM 3, NO. REVISIONS DRAWN BY DATE �ONT4 PROJECT #:14-167.10 SHEET 1 ADDED AIR RELIEF, PENETRATION EJF 10/17/2022 NORTH[ PARK DEVELOPMENT _ PHASE 1.5 32 DISCOVERY DRIVE DATE: 07/17/2024 NOT TO SCALE soar score BOZEMAN,MT 59718 Civil Engineering it is PRV DETAILS.DWG ��,� R EY FLORA LANE PRV VAULT INTERNAL DETAILS PHONE(406)582-0221 Geotechnical Engineering ALL o alledenFAX 5 eering Land Surveying EN6INEERIN PROJECT ENGINEER: RSR DRAWN BY: EJF F."'�cENsc°RE www.alliedengineering.wm 8ERWIC�,tlM, NORTH PARK DEVELOPMENT � ll➢®�.Ld1WllCbA 1 1!'llOA�V�t�A�l'C] DESIGNED BY: RSR, EJF REVIEWED BY: RSR / A 9 °%".,,"p,o1°°"�4c PRV INTERNAL DETAILS 200A, 120/24OV, NEMA 3R METER HOUSING CONFORMING TO UTILITY OUTLINE OF FUTURE SCADA PANEL, BY OTHERS. PROVIDERS REQUIREMENTS �^-3.0'(D HEAVY DUTY, GALVANIZED FUTURE SCADA PANEL, BY OTHERS. C—CHANNEL TYPE RACKING SET IN SIZE SHOWN AS 3'x5', FINAL SIZE CONCRETE, PAINT TO MATCH PANEL TO BE DETERMINED. COLOR, PROVIDE A MINIMUM OF FIVE C—CHANNEL CROSS MEMBERS 60" PROVIDE TRANSITION FITTING 3x 3" CONDUIT FOR POWER, PROVIDE TRANSITION FITTING JUST BELOW GRADE FROM CONTROLS, & INSTRUMENTATION JUST BELOW GRADE FROM PVC CONDUIT IN EARTH TO PVC CONDUIT IN EARTH TO PVC COATED RIGID STEEL 9" MIN. DIAMETER POST HOLE PVC COATED RIGID STEEL CONDUIT ABOVE GRADE (TYP.) FILLED WITH CONCRETEXY CONDUIT ABOVE GRADE (TYP.) /24' MIN. /24" MIN. NOTE: 3/4"x8' COPPER CLAD DRIVEN A GROUND ROD NOT SHOWN IN DETAIL. —30' \ > FRONT ELEVATION(LOOKING FROM STREET SIDE) REAR ELEVATION(LOOKING FROM SIDEWALK SIDE) RECORD DETAIL DRAWING C3.5 ELECTRICAL SERVICE&PANEL NOT TO SCALE 3i NO. REVISIONS DRAWN BY DATE �OINTAN PROJECT A®' #:14-167.10 SHEET NOT TO SCALE NORTH PL-'ilRK DEVELOPMENT � PHASE SE 1.5 32 DISCOVERY DRIVE Civil Engineering DATE: 07/17/2024 RORY soon BOZEMAN,MT 59718 i i PRV DETAILS.DWG C3o5 ROMEY E][�]�e��[°RICAL SERVICE & ]PANEL DETAIL PHONE )582-5-022, Geotechnical Engineering ALLIED FAxeden 5 eerinMONTANAg. Land Surveying ENGINEERING PROJECT ENGINEER: RSR DRAWN BY: EJF f.N<�EpsEo RG www.alliedengineering.wm 8ERINCE116mm - NORTH PARK DEVELOPMENT DESIGNED BY: RSR, EJF REVIEWED BY: RSR A 9 °f.......�`, ELECTRICAL PANEL DETAIL