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Home My WebLink AboutNorth Park Development Phase 2 - Street, Stormwater, Sanitary Sewer & Water NORTH PARK DEVELOPMENT - PHASE 2 DESIGN STREET, STORMWATER, SANITARY SEWER AND WATER PROJECT LOCATION: BOUNDED TO THE NORTH BY RED WING DRIVE, TO THE EAST BY FLORA LANE & CIO NORTH 7TH AVE, TO THE SOUTH BY MANDEVILLE DRIVE, AND TO THE WEST BY INTERSTATE 90 IN THE CITY OF BOZEMAN, MONTANA. 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; SECTION 36,TOWNSHIP 01S,RANGE 05E,C.O.S. 1723,PARCEL 2,ACRES 21.492,P.M.M.,GALLATIN COUNTY,MT; SECTION 36,TOWNSHIP 01S,RANGE 05E,C.O.S.2153A,PARCEL TRACT 1-13;TRACT 2-13;TRACT 3-B;TRACT 4-B;P.M.M.,GALLATIN COUNTY,MT. JULY 17, 2024 oQ a N OWNER: STATE OF MONTANA BOZEMAN TRAX PARTNERS,LLC R ECOR TT��1Jl PROJECT LOCATION � PO BOX 201601 5148 US 89 DRAWINGHELENA,MT 59620-1601 LIVINGSTON,MT 59047 DEVELOPER: BOZEMAN TRAX PARTNERS,LLC 5148 US 89 LIVINGSTON,MT 59047 _A CIVIL ENGINEER: ALLIED ENGINEERING SERVICES,INC. •' p' RORY SCOTT _' 32 DISCOVERY DRIVE �R ° r BOZEMAN,MT 59718 ., gao•Q; 40776P c 7A L :.��07 f l�l20 4 BM I ELECTRICAL: MARVIN&ASSOCIATES acs 46A?A 1300 N.TRANSTECH WAY 7CENSEO,• BILLINGS,MT 59102 ^ /OR(AL�� SFIEET INDEX SHEET N0. SHEET NO. PROJECT SITE COA COVER C3.0 SANITARY SEWER INDEX �, �1 NORTH PARK czr �' �r e C0.2 PROJECT NOTES & GENERAL INFORMATION C3.1 WHEAT DRIVE SANITARY SEWER PROJECT SITE p' "� - '� ` NORTH PARK zz CO.3 GENERAL TABLES C3.2 WHEAT DRIVE SANITARY SEWER CO.4 GENERAL TABLES C3.3 FLORA LN SANITARY SEWERu \ w C3.4 FAUNA ST SANITARY SEWER �-'T J� ,- +g -Is i .," °K 35 BOz C1.1 EXISTING CONDITIONS & SURVEY CONTROL C3.5 UTILITY ACCESS SEWER C1.2 PROJECT OVERVIEW C3.6 SANITARY SEWER EXTENSIONS X-SECS ��_?� � `'�1,, 5444 �� ` -�� \ •o C1.3 GRADING OVERVIEW PLAN � _ �3 tl• " 1' ° c'` Tbi•�1• \ E 1 C1.4 WATER, SEWER & STORM OVERVIEW C4.0 WATER INDEX a �""" ; * f� '� C1.5 POND 2 - GRADING & OUTLET DETAIL C4.1 WHEAT DRIVE WATER - PLAN & PROFILE .. 47z8r (M • ~_- `1' d C1.6 POND 3 - GRADING & OUTLET DETAIL C4.2 WHEAT DRIVE WATER - PLAN & PROFILE �"� '',f-eqr aJ` !,a�. si• z C1.7 MAIN STORM OUTFACE - PLAN & PROFILE C4.3 FLORA LN WATER - PLAN & PROFILE C1.8 MAIN STORM OUTFALL - PLAN & PROFILE C4.4 FAUNA ST WATER - PLAN & PROFILE - -_--_I' ___ •i, I• °:As \� i' i _ % ;4'� ti C1.9 MAIN STORM OUTFALL - PLAN & PROFILE C4.5 UTILITY ACCESS WATER - PLAN & PROFILE C4.6 EXISTING WATER REVISION ` / �; ,� _i.I �T 57 •' G C2.1 WHEAT DRIVE & STORM DRAINAGE C4.7 WATER MAIN EXTENSIONS CROSS-SECTIONS ( ---� � �__ ']R `' 1• C2.2 WHEAT DRIVE & STORM DRAINAGE i •i�� ,r �1 sm •`' C2.3 FLORA LANE & STORM DRAINAGE C5.1 TYPICAL STREET SECTIONS i v' I A1 I E76BAT C2.4 FLORA LANE & STORM DRAINAGE C5.2 DETAILS '� -- I I i � ■ i 11 .7 /{a\7Q C25 FAUNA STREET & STORM DRAINAGE C5.3 CONSTRUCTION ROUTE MAP I �- , a763 C2.6 UTILITY & EMERGENCY ACCESS STREET& STORM T• C2.7 CELL TOWER ACCESS PLAN & PROFILE E-1 OVERALL SITE MAP C2.8 INTERSECTION - WHEAT DRIVE & FAUNA ST E-2 WHEAT DRIVE LIGHTING 1f MAP 7� C2.9 INTERSECTION - WHEAT DRIVE & UTILITY ACCESS E-3 WHEAT DRIVE LIGHTING LOCATION 1V A � VICINITY MAP � d C2.10 INTERSECTION - FLORA LN & FAUNA ST E-4 FLORA LN. LIGHTING 0 5,000 10,000 15,000 0 2,000 4,000 6,000 C2.11 SIGNAGE PLAN E-5 POLE & PULL BOX SCHEDULES N N C2.12 SIGNAGE PLAN E-6 EXIST. SERVICE S-1 WIRING DIAGRAMS SCALE (FEET) SCALE (FEET) C2.13 SIGNAGE PLAN E-7 WATER TIGHT CONNECTORS DETAIL C2.14 NORTHWESTERN ENERGY ACCESS ROAD E-8 TYPE 10-A LUMINAIRE STANDARD 32 DISCOVERY DRIVE Civil Engineering - PROJECT ENGINEER RORY S.ROMEY,PE PROJECT SURVEYORS: GREG FINK,PLS BOZEMAN,MT 59718 g g BRANDON SCHREINER,PLS PHONE(406)582-0221 Geotechnical Engineering ALLIED DESIGN ENGINEERS ERIC J. FOSS,PE FAX(406)582-5770 Land Surveying ENGINEERING www.alliedengineering.com SERVICES,INC. t5•` NORTH PARK DEVELOPMENT PH. 2 �'�erse Pro")e° C0.1 COVER SHEET LEGEND SPECIFICATIONS&NOTES: AC ASBESTOS CEMENT AESI ALLIED ENGINEERING SERVICES, INC. 1. ALL CONSTRUCTION WILL CONFORM TO THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS (MPWSS), SIXTH EDITION, AND THE CITY OF BOZEMAN (COB) 28.ALL THRUST BLOCKING FOR WATER MAIN FITTINGS SHALL BE CONSTRUCTED IN BLDG BUILDING 4770 INDEX CONTOUR - FG (5' INTERVAL) S SEWER MAIN MODIFICATIONS TO MPWSS AND THE PROJECT SPECIFICATIONS. ACCORDANCE WITH THE CITY OF BOZEMAN STANDARD DRAWINGS # 02660-1 AND SM BENCHMARK 4771 CONTOUR MINOR - FG (1' INTERVAL) s SEWER MAIN - EXISTING 02660-3. BOG BACK OF GRATE (GUTTER) 2. ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'S WATER SUPPLY SHALL BE -4770- INDEX CONTOUR - EG (5' INTERVAL) -y-a-y-a- SEWER SERVICE OPERATED BY COB PERSONNEL ONLY. 29.ALL FIRE HYDRANTS SHALL BE MUELLER SUPER CENTURION 250 OR WATEROUS PACER CL CENTERLINE AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BOZEMAN STANDARD CMH CENTER OF MANHOLE -4771 CONTOUR MINOR - EG (1' INTERVAL) QS SANITARY SEWER MANHOLE 3. THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS DRAWINGS # 02660-4 AND # 02660-5 AND SHALL HAVE 5 J" VALVE OPENINGS, CMP CORRUGATED METAL PIPE • FOUND MONUMENT AS NOTED ® SEWER CLEANOUT PRIOR TO BEGINNING ANY WORK. FLANGED INLET, ONE 5" STORZ CONNECTION AND TWO 2 }" HOSE CONNECTIONS. CO CLEAN OUT COB CITY OF BOZEMAN O SET MONUMENT w WATER MAIN 4. CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. 30.ALL WATER SERVICE LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY CONC CONCRETE CONTROL POINT w WATER MAIN - EXISTING CONTRACTOR MUST NOTIFY ENGINEER IF EXISTING CONNECTION LOCATIONS AND OF BOZEMAN STANDARD DRAWING # 02660-6. CU COPPER ELEVATIONS ARE DIFFERENT THAN THOSE SHOWN ON THE PLANS. CY CUBIC YARD X X FENCE - EXISTING WATER SERVICE 31. ALL WATER VALVE/TEE RESTRAINTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH - GHP OVERHEAD POWER - EXISTING 5. CONSTRUCTION INSPECTION AND TESTING MUST BE PERFORMED BY A PROFESSIONAL THE CITY OF BOZEMAN STANDARD DRAWING # 02660-10. DI DUCTILE IRON FIRE HYDRANT ENGINEER LICENSED IN THE STATE OF MONTANA. THE ENGINEER SHALL BE NOTIFIED DIA DIAMETER -G-G- UTILITY GAS - EXISTING ® BLOW-OFF HYDRANT AT LEAST TWO DAYS PRIOR TO ANY WORK COMMENCING. THE CONTRACTOR AND THE 32.REFER TO THE SPECIFICATIONS FOR A JOINT RESTRAINT TABLE. DWG DRAWING ENGINEER WILL NEED TO COMMUNICATE DAILY SUCH THAT ALL CONSTRUCTION TEL UTILITY PHONE - EXISTING pd WATER VALVE INSPECTION AND TESTING REQUIREMENTS CAN BE COORDINATED. INSPECTION AND 33.AS INDICATED ON THE PLANS, WATER MAIN CROSSINGS BELOW EXISTING SEWER MAINS E EAST E-E- UTILITY ELECTRIC - EXISTING FTi TEE TESTING SHALL MEET MPWSS, MDEQ, AND COB REQUIREMENTS. SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BOZEMAN STANDARD EA EACH DRAWING # 02660-11. EG EXISTING GRADE UTILITY POWER POLE - EXISTING FD CROSS 6. THE CONTRACTOR IS REQUIRED TO CALL THE NATIONAL ONE CALL NUMBER FOR ELEV ELEVATION # LIGHT POLE - PROPOSED UTILITY LOCATES. NOT ALL EXISTING UTILITIES MAY BE SHOWN ON THE PLANS 34.ALL SANITARY SEWER MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE EOP EDGE OF PAVEMENT b REDUCER AND/OR THE DEPICTED LOCATIONS MAY NOT REPRESENT ACTUAL FIELD CONDITIONS. CITY OF BOZEMAN STANDARD DRAWINGS # 02720-3 AND # 02720-7. EXT'G EXISTING ❑E ELECTRICAL PEDESTAL - EXISTING T] BEND THEREFORE, THE CONTRACTOR SHALL ONLY USE THE UTILITY INFORMATION THAT IS FD FLOOR DRAIN ELECTRICAL METER - EXISTING SHOWN ON THE PLANS AS A GENERAL GUIDELINE AND MUST NOT DEPEND ON ITS 35.ALL SANITARY SEWER SERVICE LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH 04 ] END CAP ACCURACY. PRIOR TO PERFORMING ANY EXCAVATION, A UTILITY REQUEST SHALL BE THE CITY OF BOZEMAN STANDARD DRAWING # 02730-2. FDN FOUNDATION © TELEPHONE PEDESTAL - EXISTING STORM INLET/MANHOLE MADE AND ALL UTILITIES SHALL BE MARKED BY THE UTILITY LOCATING COMPANY. THE FETS FLARED END TERMINAL SECTION CONTRACTOR IS RESPONSIBLE FOR GIVING THIS NOTICE BY CALLING (800) 424-5555 36.ALL SANITARY SEWER CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FG FINISHED GRADE ® GAS METER - EXISTING so STORM LINE - EXISTING (OR CALL 811) AT LEAST 2 BUSINESS DAYS PRIOR TO ANY EXCAVATION. CITY OF BOZEMAN STANDARD DRAWING # 02730-4. FHYD FIRE HYDRANT D4 GAS VALVE - EXISTING so STORM DRAINPIPE UNDERGROUND UTILITIES MUST BE FLAGGED OFF BEFORE ANY EXCAVATION CAN BEGIN. FL FLANGE THE ENGINEER HAS NOT PHYSICALLY LOCATED OR FIELD VERIFIED ANY OF THE 37.ALL STREET SIGNS, REGULATORY SIGNS, AND DEAD END BARRIERS SHALL BE FLR FLOOR o- GUY ANCHOR - EXISTING --------- CULVERT - EXISTING UNDERGROUND UTILITY LOCATIONS AND THEREFORE IS NOT RESPONSIBLE FOR THE INSTALLED IN ACCORDANCE WITH THE CITY OF BOZEMAN STANDARD DRAWINGS # FT FEET EASEMENT LINE DITCH CENTERLINE - EXISTING ACCURACY OR COMPLETENESS OF THE PLAN INFORMATION. 09810-1, # 09810-2, AND # 09810-4. FTG FOOTING BOUNDARY/LOT LINE ® EXISTING STORM INLET 7. CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES 38.ALL WATER MAIN PIPE SHALL BE 8-INCH DIAMETER OR 12-INCH DIAMETER (WHERE GPM GALLONS PER MINUTE WHERE NEW FACILITIES CROSS OR CONNECT. CONTRACTOR SHALL BE RESPONSIBLE INDICATED), CLASS 51 DUCTILE IRON PIPE. GV GATE VALVE ROAD CENTERLINE SEWER BEDDING DRAINPIPE FOR EXPOSING POTENTIAL UTILITY CONFLICTS FAR ENOUGH AHEAD OF CONSTRUCTION TO MAKE NECESSARY MODIFICATIONS WITHOUT DELAYING THE WORK. ALL UTILITY 39.ALL SANITARY SEWER MAINS SHALL BE 8-INCH DIAMETER, ASTM D3034, SDR 35 HD PE HIGH DENSITY POLYETHYLENE ROAD - CURB , TRENCH PLUG CROSSINGS SHALL BE POTHOLED AS NECESSARY PRIOR TO EXCAVATING OR BORING TO GRAVITY SEWER PVC PIPE. HORZ HORIZONTAL CONCRETE SIDEWALK ® DITCH BLOCK ALLOW THE CONTRACTOR TO PREVENT GRADE OR ALIGNMENT CONFLICTS. HP HORSEPOWER 40.WATER MAINS SHALL HAVE A MINIMUM OF 6.5-FT OF COVER. SEWER MAINS SHALL HWY HIGHWAY 4 STREET SIGN 8. CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT AND FACILITIES REQUIRED HAVE A MINIMUM OF 5-FT OF COVER. INSULATE OVER THE MAINS WHERE MINIMUM FOR TESTING ALL UTILITY PIPING IN ACCORDANCE WITH MPWSS, MDEQ, AND COB COVER CANNOT BE MET. IE INVERT ELEVATION SPECIFICATIONS. COST OF ALL INITIAL AND RETESTING SHALL BE BORNE BY THE IN INCH CONTRACTOR. 41. CONTRACTOR SHALL COORDINATE DRY UTILITY CONDUIT INSTALLATION PRIOR TO INV INVERT CONSTRUCTION. CONDUITS SHALL HAVE STRUCTURAL STRENGTH TO WITHSTAND HS-20 LF LINEAR FEET 9. ALL DIMENSIONS SHOWN ARE IN DECIMAL FEET. LOADING. CONDUITS TO BE PVC WITH A MINIMUM STIFFNESS OF 46 PSI. LT LEFT 10. PIPE BEDDING (TYPE 1) AND TRENCH BACKFILL (SEE CITY OF BOZEMAN STANDARD 42.WARNING: HIGH PRESSURE PIPELINE(5): NO EXCAVATION OR CONSTRUCTION IN THIS MAT'L MATERIAL DRAWINGS # 02221-1 AND # 02221-2) SHALL BE UTILIZED IN ACCORDANCE WITH AREA WITHOUT ONE-CALL AND WITHOUT CONTACTING PHILLIPS 66 PIPELINE LLC MECH MECHANICAL MPWSS SECTIONS 02221, 02225, 02234, 02235, 02510 AND THE ASSOCIATED (P66PL) AT (406) 587-7060. MFR MANUFACTURER STANDARD DRAWINGS AND THE ASSOCIATED COB MODIFICATIONS TO MPWSS, UNLESS 42.1. WORK WITHIN 25-FT OF PIPELINE SHALL NOT COMMENCE WITHOUT CONTACTING MH MANHOLE NOTED OTHERWISE IN THE PLANS. ENTITIES LISTED ABOVE. MIN MINIMUM 42.2. MAINTAIN MINIMUM 48-INCH COVER AT ALL ROAD CROSSINGS. MJ MECHANICAL JOINT 11. CONTRACTOR SHALL PROVIDE WATER AND OTHER MEASURES AS NECESSARY TO 42.3. COVER OVER THE PIPELINE MAY NOT EXCEED 6-FT WITHOUT PERMITTOR'S PRIOR MEW MONTANA PUBLIC WORKS �y '-' CONTROL DUST TO AN EXTENT ACCEPTABLE TO THE UNDERLYING PROPERTY OWNERS. WRITTEN APPROVAL. MPWSS MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS ,,LLL 42.4. PERMITTEE SHALL REMOVE CUTTING TEETH FROM EXCAVATION BUCKET WHEN WITHIN MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES 12. IN ACCORDANCE WITH THE COB DESIGN STANDARDS AND SPECIFICATIONS POLICY, A 10-FT OF PIPELINE. PRE-CONSTRUCTION MEETING SHALL BE SCHEDULED BY THE ENGINEER PRIOR TO 42.5. REFER TO ENCROACHMENT AGREEMENT WITH PHILLIPS 66 PIPELINE LLC FOR MORE N NORTH BEGINNING CONSTRUCTION. THE CITY OF BOZEMAN, CONTRACTOR, ENGINEER, AND DETAILS, REQUIREMENTS, AND SETBACKS. NIC NOT IN CONTRACT OTHER AFFECTED UTILITIES OR GOVERNMENT AGENCIES (IF APPLICABLE) SHALL BE PRESENT. 43.ALL WATER MAIN SHALL BE ENCASED IN V-810 ENHANCED POLYETHYLENE PC POINT OF CURVATURE ENCASEMENT. PE PLAIN END 13. ALL CONSTRUCTION MATERIALS THAT ARE INSTALLED ON THIS PROJECT MUST BE NEW. PI POINT OF INTERSECTION 44.REFER TO THE CITY OF BOZEMAN DESIGN STANDARDS AND SPECIFICATIONS FOR r 14. SHOP/FABRICATION DRAWINGS WILL BE REQUIRED FOR ALL INSTALLED CONSTRUCTION ADDITIONAL LIGHTING DETAILS. PL PROPERTY LINE PROP PROPERTY MATERIALS. THEY MUST BE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER PER 1 PSI POUNDS PER SQUARE INCH RECORD PTHERE-CONSTRUCTION TIONEMEE�MEETING. IN SPECIFICATIONS FOR REVIEW PRIOR TO THE AESI STANDARD BORDER ]FORMAT PSIG POUNDS PER SQUARE INCH GAUGE �}\ }��/� STANDARD PT POINT OF TANGENCY D IRAWI \ 15. ALL WATER MAINS AND SANITARY SEWER MAINS AND MANHOLES MUST BE TESTED IN PVC POLYVINYL CHLORIDE PRV PRESSURE REDUCING VALVE ACCORDANCE WITH MPWSS AND COB MODIFICATIONS TO MPWSS PRIOR TO BEING !1 a PLACED INTO SERVICE. Q FLOW c� 16. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING ALL PROJECT NAME R RADIUS NECESSARY PROJECT SITE ACCESS CONTROL DURING THE COURSE OF THE PROJECT. SHEET DESCRIPTION RCP REINFORCED CONCRETE PIPE R 17. THE CONTRACTOR WILL BE REQUIRED TO MAINTAIN A CLEAN JOB SITE. ROW REDUCER RIGHT OF WAY 18. THE CONTRACTOR WILL BE RESPONSIBLE FOR RESTORING THE GROUND SURFACE TO A PER RESIDENT PROJECT REPRESENTATIVE RT RIGHT PRE-PROJECT DISTURBANCE LEVEL INCLUDING BUT NOT LIMITED TO RESTORING VEGETATION, GROUND COVER, AND STREET AND SIDEWALK RESTORATION AND REPAIR. S SOUTH `) --= SCH SCHEDULE 19. REFER TO SPECIAL PROVISIONS FOR PERMITTING REQUIREMENTS. -" SO STORM DRAIN •� SECT SECTION e 't 20.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING CONSTRUCTION DISCIPLINE LETTER & NO. SS SANITARY SEWER f� C1C1f�ROADWAY q7 SAFETY AND SANITATION FACILITIES. PROJECT#: 14-167 SHEET STA STATION ° PROPOSED ROAD VY A i SHEET N0. WITHIN DISCIPLINE 21. THE CONTRACTOR SHALL PROVIDE A SET OF AS-BUILT DRAWINGS TO THE RPR PRIOR DATE: 04/OS/19 gpgre STD STANDARD TO THE FINAL ACCEPTANCE. co-covER.owc dd��dd11 TBM TEMPORARY BENCHMARK [[[ q PROFILE LABEL KEY Y ' TBC TOP BACK OF CURB 22.CONTRACTOR SHALL ADJUST ALL MANHOLES IN ACCORDANCE WITH THE CITY OF PROJECT-NAME TDH TOTAL DYNAMIC HEAD BOZEMAN STANDARD DRAWING # 02213-1. SHEET-DESCRIPTION TEMP TEMPERATURE 1C STANDARD 7�1f� CLT1CIC C1f �a,Y 1f 19,Y TP TEST PIT ELEVATION 23 CONTRACTOR SHALL ADJUST ALL DRAWING # WATER 2VALVES IN ACCORDANCE WITH THE CITY OF AESI STLa1�IDARD SHEET DESIGNATION TW TOP OF WALL - TYP TYPICAL � � z 24.ALL CURB AND GUTTER SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF _� •� S�F z < UPC UNIFORM BUILDING CODE < BOZEMAN STANDARD DRAWINGS # 02528-1. UPC UNIFORM PLUMBING CODE r ry N o w LETTER DISCIPLINE UG UNDERGROUND wow 25.ALL DOUBLE GUTTERS (VALLEY GUTTERS) AND FILLETS SHALL BE CONSTRUCTED IN COX GENERAL ACCORDANCE WITH THE CITY OF BOZEMAN STANDARD DRAWINGS # 02529-1 AND # VERT VERTICAL O 02529-2. C1.X GRADING AND SITE PLAN 1� a C2.X ROADS & STORMWATER W WEST ]LOCATION MAP e � � 26.ALL PEDESTRIAN RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF W/ WITH BOZEMAN STANDARD DRAWING # 02529-8 AT ALL INTERSECTIONS. C3.X SANITARY SEWER W/O WITHOUT 0 500 1,000 1,500 N 27.ALL STORM DRAINAGE OUTLET AND INLET CHASES SHALL BE CONSTRUCTED IN C4.X WATER ACCORDANCE WITH THE CITY OF BOZEMAN STANDARD DRAWING # 02529-14, C5.X DETAILS - SCALE (FEET) DIMENSIONS AS NOTED ON PLANS. NO. REVISIONS DRAWN BY DATE �CNTq/yq PROJECT #:14-167.10 SHEET NORTH PARK DE VERLO C MEAT _ PHASE 2 DESIGN 32 DISCOVERY DRIVE :7,.1 DATE: 07/17/2024 �®o� oRY SCorr BOZEMAN,MT 59718 Civil EngineeringNo, OMEYY F ]P]E�OJECT NOTEES & G EN E]E�AL INFOT��J[ATION PHONE(406)582-0221 Geotechnical EngineeringApoCOVERFAX(406)582-5770PROJECT ENGINEER: RSR DRAWN BY: EVR, EJF ` E www.allieden ineering.com Land Surveying EN( 6F `/EN= I BOZEMANMONTANA 9 1�TORTII PARK IDESIGI�DESIGNED BY: RSR,BDA,ASG REVIEWED BY: RSR 9 °�'e 'p�oie NOTES&GEN.INFORMATION CELL TOWER ACCESS ROAD UTILITY AND EMERGENCY ACCESS SEGMENT START NORTHING RADIUS LENGTH LINE/CHORD END NORTHING SEGMENT START NORTHING RADIUS LENGTH LINEXHORD END NORTHING ID# START STATION &EASTING [FT] [FT] DIRECTION A Value END STATION &EASTING ID# START STATION &EASTING [FT] [FT] DIRECTIION A Value END STATION &EASTING Li 0+00.00 535,348.3910; N/A 52.82 N73' 04' 17.69"E N/A 0+52.82 535,363.7710; L80 0+00.00 535,587.6668; N/A 102.25 N39' 42' 16.56"E N/A 1+02.25 535,666.3321; 1,572,288.1233 1,572,338.6548 1,572,077.3695 1,572,142.6893 L2 1+14.20 535,409.2190; N/A 3580 N2' 44' 0437"E N/A 1+5000 535,444.9775; C18 1+02.25 535,666.3321; 150.00 97.31 N58' 1T 21.79"E N/A 1+99.56 535,716.5887; 1,572,374.0390 . . . 1,572,375.7469 1,572,142.6893 1572224.0280 L82 1+99.56 535,716.5887; N/A 90.94 N76' 52' 27.02"E N/A 2+90.50 535,737.2413; 1,572,224+0280 1,572,312.5965 L83 2+90.50 535,737.2413; N/A 395.64 NO' 32' 37.68"E N/A 6+86.14 536,132.8648; 1,572,312.5965 1,572,316.3515 C19 6+86.14 536,132.8648; 150.00 94.85 N18' 39' 32.57"E N/A 7+81.00 536,221.2408; CULTIIVAR STREET 1,572,316+3515 1572346.1948 SEGMENT STARTNORTHING RADIUS LENGTH LINE/CHORD END NORTHING 536,221.2408; 536,273.3444; ID# &EASTING [FT] [FT] DIRECTIION &EASTING START STATION AValue END STATION L81 7+81.00 1,572,346.1948 N/A 65.05 N36° 46' 27.45"E N/A 8+46.04 1,572,385.1367 C3 8+05.11 534,208.4608; 150.00 33.10 S84° 58' 05.55"W N/A 8+38.21 534,205.5634; 1,572,862.8601 1572829.9534 LS 8+38.21 534,205.5634; N/A 333.44 S78° 38' 46.90"W N/A 11+71.65 534,139.9203; 1,572,829.9534 1,572,503.0347 MAND]Ei VILLE LANE CENTER LINE 534,139.9203; 534,136.9967; C2 11+71.65 150.00 31.61 584° 40' S7.86"W N/A 12+03.26 SEGMENT START NORTHING RADIUS LENGTH LINE/CHORD END NORTHING 1,572,503.0347 1572471.6225 ID# START STATION &EASTING [FT] [FT] DIRECTION A Value END STATION &EASTING L59 5+28.43 532,608+8865; N/A 31.67 S89' 22' 56.80"E N/A 5+60.10 532,608+5451; 1,572,684.7691 1,572,716.4375 L58 5+60.10 532,608.5451; N/A 35.47 S88' 26' 33.18"E N/A 5+95.58 532,607.5810; 1,572,716.4375 1,572,751.8980 L57 5+95.58 532,607.5810; N/A 127.68 N89' 44' S1.91"E N/A 7+23.25 532,608.1431; 1,572,751.8980 1,572,879.5743 WHEAT DRIVE 532,608.1431, 532,607.6038; L56 7+23.25 1,572,879.5743 N/A 91.58 S89' 39' 45.29"E N/A 8+14.83 1,572,971.1483 SEGMENT START NORTHING RADIUS LENGTH LINEXHORD END NORTHING ID# START STATION &EASTING [FT] [FT] DIRECTION A Value END STATION &EASTING L55 8+14.83 532,607.6038; N/A 39.90 S88' 51' 41.73"E N/A 8+54.73 532,606.8110; 1,572,971.148i 1,573,011.0450 L84 0+00.00 532,583.4151; N/A 358.28 NO' 36' 4378"E N/A 3+58.28 532,941.6783; 532,606.8110; 532,605.3596; .1,572,471.0718 1,572,474.8997 L54 8+54.73 1,573,011.0450 N/A 47.31 S88° 14' 30.95"E N/A 9+02.04 11573,058.3322 C20 3+58.28 532,941.6783; 300.00 78.19 N6° 51' 15.96"W N/A 4+36.47 533,019.0899; 532,605.3596; 532,604.5490; 1,572,474.8997 1572465.5943 L53 9+02.04 1,573,058.3322 N/A 47.31 S89' 01' 06.03"E N/A 9+49.36 1,573,105+6380 L85 4+36.47 533,019.0899; N/A 700.84 N14° 19' 15.71"W N/A 11+37.31 533,698.1478; 1,572,465.5943 1,572,292.2392 C21 11+37.31 533,698.1478; 300.00 78.75 N6° 48' 03.45"W N/A 12+16.06 533,776.1194; 1,572,292.2392 1572282.9403 L86 12+16.06 533,776.1194; N/A 762.68 NO' 43' 08.81"E N/A 19+78.74 534,538.7393; 1,572,282.9403 1,572,292.5124 L88 19+78.74 534,538+7393; N/A 718.77 NO' 41' 04.78"E N/A 26+97.51 535,257.4531; 1,572,292.5124 1,572,301+1011 C22 26+97.51 535,257.4531; 300.00 267.15 N24' 49' 32.95"W N/A 29+64.65 535,491.9791; 1,572,301.1011 1572192.6066 L87 29+64.65 535,491.9791; N/A 759.33 N50' 20' 10.68"W N/A 37+23.98 535,976.6416; 1,572,192.6066 1,571,608.0747 FLORA LANE 1 SEGMENT START NORTHING RADIUS LENGTH LIINEXHORD END NORTHING ID# START STATION &EASTING [FT] [FT] DIRECTION A Value END STATION &EASTING IR E C®]ER D L6 0+00.00 533441.9334 N/A 1,482.92 N1' 15' 44.31"E N/A 14+82.92 5 �� 1,573,41.9334; 1,573,061.711424.499; L7 14+82.92 534,924.4929; N/A 917.08 N89' 00' 39.31"W N/A 24+00.00 534,940.3234; 1,573,061.7114 1,572,144.7675 - 1. FLORA LANE CONTAINS FAUNA LANE COORDINATES. STORM POND 2 INLET SEGMENT START NORTHING RADIUS LENGTH LINE/CHORD END NORTHING ID# START STATION &EASTING [FT] [FT] DIRECTION A Value END STATION &EASTING L77 0+00.00 534,924.5613; N/A 68.38 N24° 07' 35.67"E N/A 0+65.38 534,986.9711; 1,572,579.0351 1,572,606.9870 L78 0+68.38 534,986.9711; N/A 203.86 N17° 39' 43.29"W N/A 2+72.25 535,181.2258; 1,572,606.9870 1,572,545.1343 L79 2+72.25 535,181.2258; N/A 43.65 N75' 20' 35.23"W N/A 3+15.90 535,192.2715; 1,572,545.1343 1,572,502.9010 3i NO. REVISIONS DRAWN BY DATE �ONTgNq NORTH Tp�p T?�JT? T�}��T?}�7 }� �? T��? w}�7 PROJECT #:14-167.10 SHEET A®1®RTJI-JL PARK DEVELOPMENT JC LO AN'JLENT � PHASE 2 DESIGN 32 DISCOVERY DRIVE � DATE: 07/17/2024 q-�®o� * aY SCo BOZEMAN,MT 59718 Civil Engineering (� reo-EY� GENERAL TABLES PHONE(406)582-0221 Geotechnical Engineering ALLIED alleden FAX 58&5770 Land Surveying ENGINEE@ING PROJECT ENGINEER: RSR DRAWN BY: EVR, EJF Ho.<0"6 PE = www.alliedengineering.wm �Ss' BOZEMAN,MONTANA s�xnc�u+c NORTH PARK DESIGN DESIGNED BY: RSR,BDA,ASG REVIEWED BY: RSR GENERAL TABLES North Park Survey Points Control Table COORDINATE SYSTEM: MONTANA STATEPLANE, INTERNATIONAL FEET Phase 2-Fire Hydrant Data Table Point# Northing Easting Elevation Raw Description PROJECT HORIZONTAL DATUM: NAVD 88 1 535322.589 1572959.520 4712.41 SE BASE PROJECT VERTICAL DATUM: NAD 83 At Connection to Main Hydrant Location Bury Depth Pipe Invert Lead 2 533665.208 1573039.351 4734.739 CP MH-RIM Road ift) Elev.@ Length Description Station Offset Station Offset FG Elev. Hydrant ft 3 534063.878 1573513.194 4734.714 AXLE FACE 4 534172.773 1573115.182 4726.718 YPC GASTON WHEAT DRIVE 20+25.00 6.75L 20+25.00 27.0L 4707.67 8.3 4699.42 20.25 New Fi re Hydrant,Per COB Std.Dwg.No.02660-4&-5 5 1 534133.521 1573074.290 4728.586 YPC GASTON 24+20.06 6.67 L 24+19.91 27.0 L 4702.97 9.3 4693.72 20.33 Relocate/Replace Existing Hydrant 6 534073.737 1573073.235 4729.829 AXEL FACE 26+97.51 7.06 L 26+97.51 27.0 L 4696.80 9.2 4687.56 19.94 New Fire Hydrant,Per COB Std.Dwg.No.02660-4&-5 7 533688.896 1573064.492 4733.764 AXEL FACE 31+49.43 11.0 R 31+49.43 27.0 R 4687.96 11.0 4676.99 16.00 New Fire Hydrant,Per COB Std.Dwg.No.02660-4&-5 8 532585.189 1572273.469 4728.58 AC 4"MDOT 10 535348.695 1572307.402 4692.853 AC FLORA LANE 12+00.00 11.0 L 12+00.00 20.5 L 4728.50 9.3 4719.15 9.50 New Fire Hydrant,Per COB Std.Dwg.No.02660-4&-5 12 532650.648 1572201.847 4728.012 YPC GASTON 14 1 536956.585 1571253.636 4666.992 YPC GASTON FAUNA STREET 15+22.00 11.0R 15+22.00 20.5R 4720.20 9.7 4710.48 9.50 NewFireHydrant,Pe r CO B Std.Dwg.No.02660-4&-5 27 534351.263 1573498.967 4730.816 RB 18+99.16 11.0R 18+99.16 20.5R 1 4705.17 11.5 4693.67 9.50 1 NewFireHydrant,Pe r CO B Std.Dwg.No.02660-4&-5 32 532579.000 1572885.645 4738.777 YPC GASTON 33 532688.750 1571681.983 4718.773 YPC GASTON 34 533081.727 1572203.954 4724.232 YPC GASTON PROPOSED SANITARY SEWER MANHOLE 46 533028.194 1570686.194 4721.298 YPC GASTON COORDINATE FABLE 47 533349.275 1570443.333 4717.835 YPC GASTON ROAD MANHOLE ID STATION OFFSET DESCRIPTION 48 533786.682 1570178.881 4712.564 YPC GASTON �q Wheat Drive SSMH#1.4 31+12.06 0.00' 48" ECCENTRIC SSMH 49 534013.191 1570067.437 4710.513 YPC GASTON ' ((�4� ®�D Utility and Emergency Access SSMH#1.5 1+51.43 0.00' 48" ECCENTRIC SSMH 50 535363.619 1569695.696 4698.561 AC RM-100 FTTOQC Flora Lane SSMH#B.1 4+00.00 0.00' 48" ECCENTRIC SSMH 51 535433.797 1569687.853 4698.557 YPC GASTON DIRINAWING Flora Lane SSMH#B.3 11+50.00 0.00' 48" ECCENTRIC SSMH 52 535477.242 1569682.731 4697.143 AC RM-100 FT Flora Lane SSMH#B.4 14+82.92 0.00' 48" ECCENTRIC SSMH 103 535321.131 1573163.625 4709.564 YPC Fauna Street SSMH#B.5 17+28.00 0.00' 48" ECCENTRIC SSMH 104 535628.734 1572883.017 4698.904 YPC 105 1 536054.128 1572421.490 4682.947 YPC PIVOT Fauna Street SSMH#B.6 18+40.00 0.00' 48" ECCENTRIC SSMH 106 536553.063 1571775.910 4676.164 YPC-GASTON Fauna Street SSMH#B.7 20+31.22 0.00' 48" ECCENTRIC SSMH 107 536105.288 1571464.847 4680.315 YPC-GASTON 108 535593.986 1571377.691 4685.407 YPC-GASTON 109 535379.908 1571341.053 4689.144 YPC-GASTON Sewer Main Extension Table 111 534203.123 1573046.367 4727.265 IP 2" Connection at Main End of Extension 112 532577.606 1573063.135 4744.431 YPC SURVCO Road Station Offset Station Offset Extension Length Size and Material Notes Wheat Drive 19+78.85 5.74 R 19+78.85 55 L 59.0 8"PVC Pipe SDR 35 @ 0.50% End Cap&Plug per COB Std Dwg 02730-2 Wheat Drive 19+78.85 5.74 R 19+78.85 55 R 47.0 8"PVC Pipe SDR 35 @ 0.50% End Cap&Plug per COB Std Dwg 02730-2 EXISTING SANITARY SEWER MANHOLE COORDINATE TABLE Wheat Drive 31.12.06 0 31.12.06 55 L 55.0 8"PVC Pipe SDR 35 @ 0.50% End Cap&Plug per COB Std Dwg 02730-2 ROAD MANHOLE ID STATION OFFSET EXISTING RIM PROPOSED RIM GRADE RING FIELD ELEVATION ELEVATION OBSERVATIONS - WHEAT DRIVE EX. MH #2 0+31.25 5.56' R +4,727.47' f4,727.47' 8' ECCENTRIC SSMHe.5696 SEIR 35 - 48" ECCENTRIC SSMH Flora Lane 14+82.92 0 14+82.92 40 R 40.0 8"PVC Pipe SDR 35 @ 0.50% End Cap&Plug per COB Std Dwg 02730-2 WHEAT DRIVE EX. MH #3 3+98.67 8.45' R t4,723.32' f4,723.15' GRADE RINGS: (1) 3";(1) 2" 2' OF EX. 8" PVC TO EAST AND WEST Fauna Street 17+28.00 0 17+28.00 40 L 40.0 8"PVC Pipe SDR 35 @ 0.50% End Cap&Plug per COB Std Dwg 02730-2 48" ECCENTRIC SSMH Fauna Street 17+28.00 0 17+28.00 40 R 40.0 8"PVC Pipe SDR 35 @ 0.50% End Cap&Plug per COB Std Dwg 02730-2 WHEAT DRIVE Ex. MH #a 7+99.49 5.98' R t4,720.13' t4,720.12' GRADE RINGS: (2) T 2" 2' OF EX. 8" PVC TO EAST AND WEST Fauna Street 20+31.22 0 20+31.22 40 L 40.0 8"PVC Pipe SDR 35 @ 0.50% End Cap&Plug per COB Std Dwg 02730-2 48" ECCENTRIC SSMH Fauna Street 20+31.22 1 0 20+31.22 40 R 40.0 8"PVC Pipe SDR 35 @ 0.50% End Cap&Plug per COB Std Dwg 02730-2 WHEAT DRIVE EX. MH #5 11+77.28 3.43' R t4,716.92' f4,716.73' GRADE RINGS: (1)-2" Fauna Street 22+41.5 1 O 23+78.01(Wheat) 55.2L 61.0 8"PVC Pipe SDR 35@0.50% End Cap&Plug per COB Std Dwg 02730-2 2' OF EX. 8" PVC TO WEST Util&Emergency 2+90.71 1 0.94 R 1 2+90.71 35.1 R 36.0 8"PVC Pipe SDR 35 @ 0.50% End Cap&Plug per COB Std Dwg 02730-2 45" ECCENTRIC SSMH WHEAT DRIVE EX. MH #6 15+79.28 5.80' R f4,712.52' t4,712.08' GRADE RINGS: (2) 6";(1) 2" 2' OF EX. 8' PVC TO WEST 48" ECCENTRIC SSMH _ WHEAT DRIVE EX. MH #7 19+78.85 5.74' R f4,707.74' t4,707.36' GRADE RINGS: (1) 6";(1) 3" Water Main Extension Table 2' OF EX. 8" PVC TO WEST 48" ECCENTRIC SSMH Connection at Main End of Extension - WHEAT DRIVE EX. MH #8 23+77.69 6.11' R +4,702.62' t4,702.60' GRADE RINGS: (2) 6";(1) 3" Road Station Offset Station Offset Extension Length Size and Material Notes 2' OF EX. 8" PVC TO WEST Wheat Drive 19+89.81 6.8 L 19+89.91 55.22 L 48.5 8"Dia.DI Class 51 Water Main End Cap&Blowoff per COB Std Dwg 02660-7 - 48" ECCENTRIC SSMH Wheat Drive 19+89.81 6.8 L 19+89.69 54.78 R 61.5 8"Dia.DI Class 51 Water Main End Cap&Blowoff per COB Std Dwg 02660-7 WHEAT DRIVE Ex. MH #9 27+76.54 17.01' R f4,693.22' f4,694.92' GRADE RINGS: 2" T 2' OF EX. 8" PVC TO WEST Wheat Drive 31+23.06 11R 32+98.50 11R 66.0 8"Dia.DI Class 51 Water Main End Cap&Blowoff per COB Std Dwg 02660-7 Flora Lane 4+11.01 11 L 4+11.03 39.89 L 29.0 8"Dia.DI Class 51 Water Main End Cap&Blowoff per COB Std Dwg 02660-8 48" ECCENTRIC SSMH UTILITY AND EMERGENCY ACCESS EX. MH #10 2+90.71 0.84' R t4,683.78' +4 683,78' GRADE RINGS: (1) 6";(1) 2" Flora Lane 11+61.01 11 L 11+61.03 39.37 L 28.0 8"Dia.DI Class 51 Water Main End Cap&Blowoff per COB Std Dwg 02660-9 2' OF EX. 8" PVC TO EAST AND WEST 48" ECCENTRIC SSMH Flora Lane 14+93.87 11R 14+93.73 55.6 R 446 60.0 8"Dia.DI Class 51 Water Main End Cap&Blowoff per COB Std Dwg 02660-11 UTILITY AND EMERGENCY ACCESS EX. MH #11 6+91.55 0.33' L t4,680.16' t4,680.16' GRADE RINGS: (1) 6" 2' OF EX. 8" PVC TO EAST AND WEST Fauna Street 17+17.00 11R 17+17.00 40 L 29.0 8"Dia.DI Class 51 Water Main End Cap&Blowoff per COB Std Dwg 02660-13 NOT APPLICABLE EX. MH #12 N/A N/A f4,678.11' t4,678.11' 48" ECCENTRIC SSMH Fauna Street 17+17.00 11R 17+17.00 40 R 51.0 8"Dia.DI Class 51 Water Main End Cap&Blowoff per COB Std Dwg 02660-14 NOT APPLICABLE EX. MH #13 N/A N/A f4,675.43' t4,675.43' 48" ECCENTRIC SSMH P. - ??? EX. MH#1 ??? ???' ??? f4,734.79' t4,727.47 EX MH #1 of 48" ECCENTRIC SSMH Fauna Street 23+88.76(Whea�LJ23+89.01 55.11 L 1 49.0 8"Dia.DI Class 51 Water Main End Cap&Blowoff per COB Std Dw 02660-17 NO. REVISIONS DRAWN BY DATE �ONTgNq y7��77 T� �}� Tp�p T�T�??�J�? }��?}�7 T� T? TAT? w�7 PROJECT #:14-167.10 SHEET 1 REMOVED SOME WTR & SWR STUBS EJF Ol 06 2023 NORTH H[ PARK DEVELOPMENT ELOPAN'JLJC NT - PHASE 2 JLJ/JCeSI1�pb@I 32 DISCOVERY DRIVE � DATE: 07/17/2024 Ro m �®o� * RY sco BOZEMAN,MT 59718 Civil Engineering -EY GENERAL TABLES PHONE(406)582-0221 Geotechnical Engineering ALLIED FAx(406)582-577. Land Surveying ENGINEE@ING PROJECT ENGINEER: RSR DRAWN BY: EVR, EJF Ro.<0"6 Re = www.alliedengineering.wm �Ss'°EA BOZEMAN,MONTANA samtc�a+c NORTH PARK DESIGN DESIGNED BY: RSR,BDA,ASG REVIEWED BY: RSR GENERAL TABLES 1 COS COS 2153A INV . 46631R7 / EX 36 MP / WATERCOURSE SETBACK ZONE 2 Y� EXISTING MOROBOONI OR WELL SOLVENT(M SITE 11 drri v � WATERCOURSE CK ACK ZONE I DELINEATED COURSE D W`NDBACKAZONEDIU*'�1 4'� �83ROPERTY BOUNDARY WAT�C�\SDELLIINEAI E WELLARY / / \Sj A f - OS BOUNDARY \� 40.0 NW ENERGY EASEMENT TO REMAIN 4/ STATE OF M®leTTAl>TA !// + - SW 1/4 NORTH OF // T1iA/T3� //O PRPREROYSINET RN I-9®LESS / COS 2153A / TRACT 2-13 � I k�,� I ,ro ^� , I , / cos 21s3A �• y I' PROPERTY LINE (TYP.) LOT 0 MINOR SUB32Q `I I I // / I // // 24.TO BE ABANDONED / 20.0' WIDE WORK LINE I / / AREA ACCESS EASEMENT p 60.0' ACCESS AND TO BE ABANDONED / / UTILITY EASEMENT EX. MH #9 I / a / • O 1 2' OF 8' PVC @ 0.4% 1 / ^\/ �• ' .-1 I I I EX. 12" DI CLASS 30.0' SEWER1 EASEMENT -STUBBED TO WEST 1 / EX. 36" RCP CULVERT L- -_- ---- J SECTION LINE EX. FIRE HYDRANT 51 WATER MAIN \ / 30.0' SEWER EX. PRV STATION ✓ -- \ \ EX. WATER MAIN / I f ' / EASEMENT EX. 12" DI BUTTERFLY VALVE / INV. = 4675.49 EX. FIRE HYDRACI / 60.0' WIDE ROW EX. 11.25'BEND 12" BUTTERFLY VALVE EX. FIRE HYDRANT / EX. WATER MAIN i - y j h EASEMENT IN WATER MAIN - - - - 12"_gU 20.0' WIDE WATER_� HYDRANT �- - - - - - - EX. 12" DI BUTTERFLY VALVE TTERFLY VALVE EX. FIRE H r T Q EX. UNDERGROUND �-{/�I{1'�1.20.0' WIDE ROW _ _ _ I- = PIPELINE EASEMENT- --- - --- UTILITIES AND ( EASEMENT - ( OVERHEAD POWER 1 _ r / EX. 12 PVC _ I i �� EX. MH #5 EX. MH #6 EX. MH #7 ° I EX. 11.25'BEND IL1_ 12' OF 8" PVC @ 0.4% 2' OF 8" PVC @ 0.4% 2' OF 8" PVC @ 0.4% / / /o / SANITARY SEWER EX. MANHOLE w� SEX. MH #4 / / 4 MAIN IN WATER MAIN /� STUBBED TO WEST STUBBED TO WEST STUBBED TO WEST / / 2' OF 8" PVC @ 0.4% 7 / i' / EX. MH 10 EX. MH #13 WHEAT DRIVE v_ j STUBBED TO EAST & WEST EX. MH 8 / 2' OF 8" PVC @ 0.4% i__- EX. 10" PVC 2' OF 8#PVC @ 0.4% / / / 1 -� # EX. MH„Y12 . i.�� SANITARY SEWER/ / 1 EX. CELL TOWER SITE # -- EX. MH 3 /S/ MAIN STUBBED TO WEST / / / +gSTUBBED TO EAST &)JWE�STI ^ I 2"OF 8#PVC @0.4% J // / / ,Y=1/ EX.LEASE EXISTING STORM TRACT 4-B 1 EX. 24 RCP CULVERT STUBBED TO EAST & WEST � 1(p EX. MH #114676.64' TRACT 1 WATER POND /^ / COS 2153A 8, J O 1 40.0 NW ENERGY EASEMENT 2' OF 8" PVC @ 0.4% n•� Y :11p TO BE ABANDONED 20.0EASEMENTWIDE' UTILITY STUBBED TO EAST & WEST ,7/ EX/STATE LEASE BOUNDARY 470p �7r, u EXISTING STORM 471Q 40.0' ROW EASEMENT 1 WATER POND \\\ 47 rti 4710 470$ � � EX.LEASE 4720 �� 4718 sryQ TRACT? � EX MH #1 ~ O V 30.0' WIDE SEWER 4725 4725 \ ' av 47JQ 32' OF 8" PVC @ 0.47. 40.0' YELLLOWSTONE 1 (� EASEMENT STUBBED TO NORTH & 36' OF 8" �`4727_ �� / PIPELINE EASEMENT EX. WELL PVC @ 0.4%STUBBED TO EAST EX. 12" NW ENERGY l J I II ,pq O 47Js v GAS LINE EX. POWER POLE 6 a �j W �FLORALANE - - ,� - -� -- - �- R�C®RJLJI a EX. 8" DI WATER MAIN _ DRAWING _ V EX. FIRE HYDRANT Q A _ 60.0' FLORA LANE ROW ACCESS AND WIDE PUBLIC LIC EX. STORM DETENTION fj POND AND OUTLET PIPE s 4915 EX. ROW DEED. t1 - EX. CURB & GUTTER 1fj NW ENERGY GATE STATION ®4sv Q GORDON MANDEVILLE SUBDIVISION40N.4'� REVISIONS: UU 1. THE EXISTING 20' WIDE UTILITY EASEMENT IS \j n ; p NOW DISPLAYED ALONG THE SOUTH BOUNDARY OF TRACT 4B. O O 0 -47js� Q Q / i�y� SURVEY NOTES O NORTH 7THI AVE. 1. SEE SHEET CO.4 GENERAL TABLES FOR SURVEY CONTROL POINTS TABLE. D ll�ll j NO. REVISIONS DRAWN BY DATE 0 150 300 450 �ONTgNq PROJECT #:14-167.10 SHEET 1 ADD. EX. EASEMENT SHOWN RSR 06/29/2018 NORTH PARK DEVELOPMENT _ PHASE 2 DESIGN 32 DISCOVERY DRIVE � DATE: 07/17/2024 CIA � 2 NO CHANGES - CURRENT DATE RSR 02 19 2020 RY sco BOZEMAN,MT 59718 Civil Engineering / / SCALE (FEET) * RoR Eve � �q ��°'�'�� ®��'�`�®��° PHONE(406)582-0221 Geotechnical Engineering EXISTING CONDITIONS FAX(406)582-5770 ALL PROJECT ENGINEER: RSR DRAWN BY: EVR, ET Ro.<°"6 Re = _Alliedengineering.wm Land Surveying ENQINEERINQ �Ss'°E" BOZENJ[AN MONTANA NORTH]PARK DESIGN DESIGNED BY: RSR,BDA,ASG REVIEWED BY: RSR A 9 °'.......°°y9•�o EXISTING COND. / T / / WATERCOURSE ZONE 1 II WATERCOURSE ZONE 2 - / SETBACK SETBACKDELINEATED WETLAND BOUNDARY 100 YEAR FLOOD r --__—_— INUNDATION EXTENTS APPROXIMATE LOCATION OF ABANDONED I I I UNDERGROUND GAS LINE. CONTRACTOR TO I I I VERIFY ABANDONMENT PRIOR TO CONSTRUCTION.�// i ' / PHASE 2 BOU )) 1,� ADJOINING PROPERTY (NOT THIS PROJECT) II EXISTING UNDERGROUND HIGH PRESSURE GAS TRANSMISSION PIPELINE (NORTHWESTERN ENERGY) I FUTURE TRAIL, SEE TRAIL PLANS. I TO BE INSTALLED IN FUTURE PHASE a //p// ;$ = / PROPOSED GRAVEL ACCESS L-------------J /" / I �� / \ STORM TREATMENT POND 60.0' ROAD ROW —————— — --- WHEAT DRIVE _ 60.0' ROAD ROW / EXISTING CELLULAR TOWER III li STORM TREATMENT POND 60.0' / /I PROPOSED APPROACH -71 STORM TREATMENT POND — — — — — Li T SEWER EASEMENT \ DRAINAGE EASEMENT7 AP ROADWAY, STORM, & SANITARY SEWER EXTENSION /� / I r ALONG FLORA LANE AS PART OF PHASE 2 60.0' WIDE I PUBLIC ACCESS I 1 ----------- & UTILITY v / ---------- I L ---- ---J EASEMENT i / FLORA LANE(EXISTING) - � FLORA LN PROPOSED GRAVEL DRIVE ADJOINING PROPERTIES EXISTING NWE GATE STATION // ///// (NOT THIS PROJECT) RECORD /p/ EXISTING UNDERGROUND PETROLEUM PIPELINE p (PHILLIPS 66/ELLOWSTONE PIPELINE) �D�� I / DRAWING Jill MAJOR ENTRY/EXIT POINT OF PROJECT SECONDARY ENTRY/EXIT — —� ONTO 7TH AVE. POINT OF PROJECT ONTO 7TH AVE. / NORTH 7TH AVE. NO. REVISIONS DRAWN BY DATE 0 150 300 450 �ONTq 9 PROJECT #:14-167.1 SHEET NORTH PARK DEVELOPMENT - PHASE 2 DESIGN ¶32 DISCOVERY DRIVE DATE: 07/17/2024 CYs2 * ar sc BOZEMAN,MT 59718 Civil Engineering OVERVIEW SCALE (FEET) reo—Ev� ��'� OVERVIEW �� PHONE(406)582-0221 Geotechnical Engineering gLL�ED PAxeden 5 eering. Land Surveying EMINEER►N6 PROJECT ENGINEER: RSR DRAWN BY: EVR, EJF Ho.<o/J6 PE = www.alliedengineering.wm F,�;-�E�=E°�� ]�®ZEIV�[<1I�I 1�I®1�TTA1�A .�. NORTH PARK DESIGN DESIGNED BY: RSR,BDA,ASG REVIEWED BY: RSR A ➢ °'....a,.�°`y9•�o OVERVIEW PLAN M wo on IIAMROI I�ml� r � � �� i. . 1 .- •. a .,:.I w s:�� , /, t� MI' ME;�§ OR EI I NORTH PARK DEVELOPMENT - PHASE 2 DESIGN 32 DISCOVERY DRIVE �6�� III BOZEMAN,MT 59718 Civil Engineering SCALE (FEET) PHONE(406)582-0221 Geotechnical Engineering GRADING OVERVIEW PLAN FAX(406)582-5770 ALLIED O PROJECT DRAWN RSR EJF �� -- ENGINEERING t• ii • ii ►i /WATERCOURSE ZONE 1 SETBACK � WATERCOURSE ZONE 2 I �\ SETBACK PROPOSED TRAIL --o ----— �- DELINEATED WETLAND k e, BOUNDARY 100 YEAR FLOOD INUNDATION EXTENTS I o / PROPOSED SEWER MAIN EXTENSION I PROPOSED WATER MAIN EXTENSION / }_T -a PROPOSED WATER MAIN EXTENSION I I PROPOSED UTILITY STUB EASEMENT (TYP) I o ��s�z — — / =a-s // / / GENERALLY 20' DEEP AND 31.7' WIDE I a PHASE 2 BOUNDARY STORM POND 3AND SEWER MAIN PROPOSED WATER PROPOSED STUBS (TYP) _ _ \` EXISTING PRV — — — HYDRANT (TYP) _ w w _ EXISTING WATER /s .s MAIN (TYP) II 5/ — — — — — — — — — WHEAT DRIVE_ r----- / ------ ----- ^ I EXISTING SEWER STORM POND 2 0 W�w MANHOLE (TYP) I SEWER EXISTING / PROPOSED SEWER STORM POND 1 �/ / MAIN STORM OUTFALL MAIN (TYP) MAIN EXTENSION I ----- �® / MAIN TING EWER — I — — — ---------- — — — — MAIN STORM OUTFALL 1 PROPOSED SEWER o �I PROPOSED WATER MAIN EXTENSION MAIN EXTENSION ryl� ROADWAY, STORM, & SANITARY SEWER EXTENSION r ALONG FLORA LANE AS PART OF PHASE 2 PROPOSED WATER ` MAIN EXTENSION EXISTING WATER MAID- F ORA LN a EXISTING SEWER PROPOSED SEWER FI®RA LN MANHOLE MAIN EXTENSION I� o EX. GAS LINE / / RECORD - EXISTING WATER MAIN cc APPROXIMATE LOCATION OF ABANDONED i / // DRAWING �Y�Y IA�1 WSJ/ o UNDERGROUND GAS LINE. CONTRACTOR TO VERIFY ABANDONMENT PRIOR TO CONSTRUCTION. / — — NORTH 9TH AVE. = — . — . — — — — � / — — — — — — — — + — — — I N0. REVISIONS DRAWN BY DATE 0 150 300 450 �ONTgNq ] DEVELOPMENT PROJECT #:14-167.10 SHEET 1 REMOVED SOME WTR & SWR STUBS EJF 01 06 2023 NORTH ARK .► EVE L®]��J►]ENT - PHASE 2 DESIGN 32 DISCOVERY DRIVE � DATE: 07/17/2024III CIA o�* RORY SCo �v BOZEMAN,MT 59718 Civil Engineering OVERVIEW C SCALE (FEET) —EYE WATER SEWER & STORM OVERVIEW PHONE(406)582-0221 Geotechnical Engineering ALLIED FAX eden 5 eering. Land Surveying ENGINEERING PROJECT ENGINEER: RSR DRAWN BY: EVR, EJF F.Ro.<oNYEOREG? www.alliedengineering.wm 8EHylp�,pl6 NORTH]PARK DESIGN E ]�®�EE�1� ®��E� OVERVIEW DESIGNED BY: RSR,BDA,ASG REVIEWED BY: RSR A 9 °%�e.:e a,o�e°` --------------- f e / _ - - - -- - ----'- - WHEAT DRIVE PROPOSED CELL Y v / / TOWER ACCESS EDGE OF PAVEMENT NOTE: REFER TO THE PLANS FOR ADDITIONAL - �sog I INFORMATION RELATED TO KEY ELEVATIONS -25.07 ACCESS EASEMENT _ O a RIM = 4692.00 ------ 24" SLOTTED MANHOLE COVER WITH RING / g / , TOP OF WEIR = 469L25 4H:IV U6"oWUEEIR 690.50 POND BOTTOM •! 3' DIA. ORIFICE 12" PVC INLET/// INV = 4689.50 A q FROM POND BOTTOM /� / 2' SUMP INV PVC4f OUTLET PIPE i89cB�4688.94 OUTLET STRUCTURE . Al SUMP =-4687-68 SEE DETAIL 1/C1.5 - / T 4686.92 STA:20+35.50, OFF:27.OL STORM CONVEYANCE i (MAIN STORM OUTFALL ALIGNMENT) SYSTEM SEE SHEET C1.7 4" / SECTION 2-2 o '� 72 22.7' of 12" A-2000 STORM @ 24.45% I � 4692 / I " SDMH W/ INLET GRATE STA: 20+73.42, OFF: 0.0 / 34.9'pf 18 A-2000 STORM O 2.73% STA: 3+09.16, OFF: 0.00 B 90 (MAIN STORM " �OUTFALL ALIGNMENT (STORM POND 2 INLET) / ) /• INV. OUT: 4689.46 / I .l TOP OF WEIR 48" SDMH W/SO COVER INSTALL RCP FETS AND ROCK ARMOR 469 ELEV. = 469L25 STA:2+72.25, OFF:0.0 / 0-2.1 4• '• ••' / (STORM POND 2 INLET) �72" SDMH W/ INLET GRATE Q 12" DIA. 4 SEE SHEET C1.9 FOR PIPE 122 / / STA:20+35.50, OFF:O.OR (MAIN STORM OUTFALL ALIGNMENT) OUTLET PIPE '• 4•� / o AND STRUCTURE PROFILE 1 0 20 40 60 '-a t t--rr/�� ELEVIDE 4619050 T 3„ DIA. • .1 4 / STORM CONVEYANCE I I ORIFICE SYSTEM SEE SHEET C1.7 SCA ET) 2: SUMP 4 PLAN VIEW-POND 2 4 i4 .� ' 470 705 RECORD SECTION 1-1 47 1700 470 700 DRAWING EXISTING GROUND 469 695 469 695 \ EXISTING GROUND — i 469 690 469 690 POND BOTTOM EL = 4689.50 POND BOTTOM EL = 4689.50 468 685 468 685 INLET PIPE 3" DIA._/� - OUTLET PIPE ORIFICE 468 680 468 680 0m 0N a r� N� dm �- 41 N N N N N Nr,� rn oirn �rn rn rn rn �rn �rn p rn o o S o co PLAN VIEW + + + + + + + + ++ O O O O N N SECTION A—A SECTION VIEW e POND 2 SECTION B—B A HORIZONTAL SCALE FEET VERTICAL SCALE FEET l +�DETAIL 0 50 100 0 5 10 3i CIl.S DETENTION POND OUTLET STRUCTURE - NTS NO. REVISIONS DRAWN BY DATE �ONTgNq �? PROJECT #:14-167.10 SHEET 1 REVISED OUTLET& CONNECTION EJF 11 29 2022 NORTH PARK DEVELOPMENT ELOPAN'JIENT _ PHASE 2 DESIGN\y 32 DISCOVERY DRIVE Civil Engineering � DATE: 07/17/2024 C1o5 2 ADDED ADDITIONAL SDMH (0-2.1) EJF Ol O5 2023 * RYSc BOZEMAN,MT 59718 RoR EY POND 2 - GRADING & OUTLET DETAIL AIL PHONE(406)582-0221 Geotechnical Engineering l gLLIED PROJECT ENGINEER: PER DRAWN BY: EVR, EJF Land Surveying EN6INEERIN6 Ro.<0"6 Re = _Alieeng FAX(406)582-577o neering.wm F ]�®ZEN1[AN 1�I®NTANA d i .�. NORTH PARK DESIGN DESIGNED BY: RSR,BDA,ASG REVIEWED BY: RSR A 9 °%�QseR,o�°°"�4c GRADING&OUTLET 49.9' of\2" A-2000 STORM 0 0.56% 3 .I OUTLET STRUCTURE ` 96 SEE DETAIL 1/C1.6 STA:25+21.64, OFF:54.6L 'qs \ (MAIN STORM OUTFALL ALIGNMENT) P` NOTE: PLANS O INFORMATION RELATED KEY ELEVATIONSIAL 12" SDMH W/ INLET GRATE 1 84' STA: 25+26.96, OFF: 0.0 140' (MAIN STORM I OUTFALL ALIGNMENT) 5.,5' of 12" A-2000 STORM ®0.00% 3 I I INV. IN 1 = 4682.50I // N6g5 n RIM = 4685.00 468§ 24" SLOTTED MANHOLE o� j � 0" 2509 i i 3 I i I COVER WITH RING TOP OF WEIR =~4681-25 4684.11 4H.1V '4. / ✓ N g6 3" WIDE WEIR SLOT = 4683.50 }• / N Iff POND BOTTOM / _ / /I 3" DIA. ORIFICE IN 12" PVC INLET INV = 4682.50 6 / 2' SUMP 11NV = 168.22. 'LET PIPE FROM POND BOTTOM 4682.33 �116 86 / F1 SUMP = 4669,25 4680.26 83 / 4.. SECTION 2-2 STA:30+69.55, OFF:23.00R (WHEAT DRIVE) / 13 GRATE FLOW LINE: 4688.58 SUMP: 4683.76 INV IN: 4684.76 12" INV OUT: 4684.51 15" \ // I I I STA: 30+58.29, OFF: 78.09R 54.2'-of 15" A-2000 STORM O 0.83% (WHEAT DRIVE) \ INV. OUT: 4684.06 46gT INSTALL RCP FETS AND ROCK ARMOR 168 ��\ // 13 TOP OF WEIR 46 4' 84.11\ * ,•. ELEV. _ 8a �• 46 12" DIA. 3" WIDE WEIR SLOT '�� \ �� OUTLET PIPE . ' ELEV. _-4663.58 82.51 \ 46g8 3" DIA. d } '-1 4 ORIFICE PLAIT VIEW-POND 3 0 15 30 45 4 /. �2:SUMP .r 4',' . /4 q/ SCALE (FEET) 4695 4695 469 69s RECORD SECTION 1—1 DRAWING 469 690 469 690 EXISTING GROUND EXISTING GROUND 468 ` 685 468 685 POND BOTTOM POND BOTTOM EL = 4682.5 EL = 4682.5 u 468 680 468 680 - INLET PIPE 3" DIA. 675 467 675 ORIFICE a as as aaa < \ `OUTLET PIPE 0 0 m 00 0 00 0 o �n n 2 + + + ++ 0 0 0 1 0 0 SECTION A—A SECTION B—B PLAN VIEW SECTION VIEW-POND 3 1' A HORIZONTAL SCALE FEET VERTICAL SCALE FEET l +�DETAIL 0 50 100 0 5 10 31 CIl.6 DETENTION POND OUTLET STRUCTURE NTS NO. REVISIONS DRAWN BY DATE �ONTgNq PROJECT #:14-167.10 SHEET NORTH JL PARK DEVELOPMENT _ PHASE 2 DESIGN 32 DISCOVERY DRIVE � DATE: 07/17/2024 ��o� BOZEMAN,MT 59718 Civil Engineering RrsY POND 3 — GRADING & OUTLET DETAILEngineering ..R0776R PFAX(40)582-5-0221 Geotechnical ALLIED FAxeden 5a2-5770 Land Surveying ENGINEENIN6 PROJECT ENGINEER: RSR DRAWN BY: EVR, EJF Ho.<0"6 PE = www.alliedengineering.wm �Ss'°E" BOZEMAN MONTANA > NORTH PARK DESIGN DESIGNED BY: RSR,BDA,ASG REVIEWED BY: RSR A 9 °'�e.:a„�°`"�4c GRADING&OUTLET 0 - - - - - - / z I¢ OUTLET STRUCTURE - SEE SHEET C1.6 60 o �ay1[]f STORM POND 3 - SEE SHEET C1.6 11 1 h o - WHEAT DRIVE - - __ �- FOR DETAILS ON INFRASTRUCTURE�_ --- 1 1----__----_- -- ---- ---- - -- ----------------- __-_---_-^ 4704� ___ 0-7--_-_- ---_ -------------- / _ I 194° ----- A 123 OCI 726 SDMH W/ INLET GRATE STORM @ 0,4 A-2000 o i II - STA:23+37.19, OFF.-2.7L " STORM 0.41% v�v<11 g STORM POND 2 - SEE / SHEET C1.5 FOR DETAILS ON �� _ / 72" SDMH W/INLET GRATE�4686� / ~ INFRASTRUCTURE //�60 I690' -----g5 190.9' of 30" A-2000 STA:25+26.96, OFF:0.0 �` / N STORM 0 0.41% 4688 N 133' 72" SDMH W/INLET GRATE / �I // p6°j I// STA:22+55.42, OFF:6.2R OUTLET I V 4680 STRUCTURE 158' 2� CFs�9 RECORD 0-4 SEE C1.5 �I / DRAWIN T H / // I Q/ 72" SDMH W/ INLET GRATE J� �J 11 I SEE SHEET C1.9 FOR STORM / STA:21+88.45, OFF.-0.9L 4692 DRAINAGE INFRASTRUCTURE / 90• 0-3 / / L+ BETWEEN FAUNA STREET 171' 72" SDMH W/ INLET GRATE APPROXIMATE LOCATION OF EXISTING GAS LINE CROSSING. ` - / / AND POND NUMBER 2 / o STA:20+73.42, OFF:0.0 NOTES: / / I CONTRACTOR TO VERIFY DEPTH AND LOCATION OF LINE PRIOR TO ORDERING STORM DRAINAGE STRUCTURES AND STARTING CONSTRUCTION. COORDINATE WITH THE APPLICABLE 1. PROVIDE PIPE VERTICAL CLEARANCE OF 6-IN FROM ANY SANITARY SEWER MAIN CROSSING 108.1' of 30" A-2000 STORM @ 1.09% / 0-2.1 72" AND 18-IN OF VERTICAL CLEARANCE FROM ANY WATER MAIN CROSSING.A MINIMUM OF o / / UTILITY COMPANY AND ENGINEER PRIOR TO CONSTRUCTION. SDMH W/ INLET GRATE \ 1-FT CLEAR COVER IS NEEDED FOR TRAFFIC RATING ON ALL STORM PIPE. STA:20+35.50, OFF:O.OR 2. BACKFILL TYPE FOR STORM DRAIN WITHIN ROAD RIGHT-OF-WAYS TO BE TYPE A BACKFILL START PHASE 2 STORM / o� PER MPW. PIPE BACKFILL TO BE IN-ACCORDANCE WITH COB STANDARD DRAWING NO. IMPROVEMENTS STA:16+15.00 / O-2 4694 72" SDMH W/INLET GRATE 02221-1. - 72" SDMH W/ INLET GRATE (EXISTING FROM PHASE 1) / / 3. BACKFILL TYPE FOR STORM DRAIN OUTSIDE OF THE ROAD RIGHT-OF-WAYS BE TYPE C STA:19+70.00, OFF:0.OR STA:15+95.26, OFF:O.OR 174° a o i BACKFILL PER MEW. PIPE BACKFILL TO BE IN ACCORDANCE WITH COB STANDARD DRAWING � III? NO. 02221-1. T I 4704 rn 169•' -o' APPROXIMATE LOCATION OF EXISTING UNDERGROUND GAS LINE CROSSING. DEPTH UNKNOWN, VERIFY \ 17 c0 PRIOR TO ORDERING STORM DRAINAGE STRUCTURES. COORDINATE CROSSING WITH APPLICABLE UTILITY _4704- - +" o a/ SERVICE PROVIDER AND ENGINEERING PRIOR TO CONSTRUCTION. REFER TO ADDITIONAL REQUIREMENTS Oi / o / O-1 IN THE SPECIAL PROVISIONS FOR CONSTRUCTION NEAR THE PHIL/LIPS PIPELINE. 72" SDMH W/STA:17+03 38,IOFFTO ORATE___�4700 ' II �¢]00� PLAN VIEW-MAIN STORM®UTFALL(STA.15+95.26-27+00.00) 72" SDMH W/INLET GRATE (PHASE 1) 471 710 STA:15+95.26 RIM:4704+04 PHASE I I PHASE 2 83.8' of 30" MH HEIGHT: 6.97' A-2000 STORM 1.09% 0-1 SUMP: 4697.07-1-1 1 CONNECT TO EXISTING 72 SDMH W/ INLET GRATE 30" INV IN:4699-98(S)4697.87 FAUNA STREET STUB FROM PHASE 1 STA:17+03.38 0-2 30" INV OUT:469?-82 (N)4697.67 RIM:4702.41 72" SDMH W/ INLET GRATE 705 MH HEIGHT: 6.66' STA:19+70.00 0-4 4705 I 30"INV:N95 76�096+41 (S) 4696.67 MH RIM: HEIGHT:6.59' 72" SDMH W/INLET GRATE 30" INV OUT:16696.5R(N) 4696.52 SUMP: 4685.85 STA: 45 RIM:4688+688.63 470 30 INV IN:4686-8�(S) 4686.76 MH HEIGHT: 8.38' 700 2.0' MIN. COVER 30" INV OUT:#fifr6-6!}(NW)4686.66 SUMP: 46110.21 0-3 30" INV IN:4689-RE}(SE) 4681.16 0-72" SDMH W/ INLET GRATE 30" INV OUT:4681.66(N) 4680.99 0.5'� 2.8' ;::_ STA:20+73.42 0-5 469 - - RIM:4690.50 72" SDMH W/ INLET GRATE 695 8" SANITARY SEWER MAIN CROSSING 266 - MH HEIGHT: 9.65' STA:22+55.42 8' RIM:4688.11 I of 3p, SUMP: 4680.85 MH HEIGHT: 8.29' 2.83' q� 30" INV IN:468q.S@ (SE) 4681.59 0-7 8" WATER MAIN CROSSING �.8 SEPARATION 2pOp 30" INV OUT:4689-68-(N W)4681.58 SUMP: 4679.82 72" SDMH W/ INLET GRATE 1 -$ STOR 1 30" INV IN:4680.77 (S) STA:25+26.96 469 ' M®3/29 POWER LINE 30" INV OUT:468e.57 (W) 4680.55 MIH:468.626.31' 690 PHONE LINE_ APPROXIMATE EXISTING PHILLI N.66/YELLOWSTONE SUMP: 4678.31 PIPELINE CROSSING LOCATION. VERIFY PRIOR TO FIBEROPTIC LINE CONSTRUCTION. SEE PLAN VIEW NOTES 1.5' SEPARATION 30" INV IN:46i9-96(S) 4676.25 12" INV IN:46�89-9-7-(W) 4681.92 468 ANTICIPATED - 30" INV OUT:4S49-B6(N) 4678.97 -2' SEPERATION 685 1 5.3' of 30" A-2000 PRASE I I PHASE 2 65.7' of 30" A-2000 STORM @ 7.787 STORM @ 0.37% 190.9' of 30" A-2000 STORM 0.41% 468 680 0-2.1 70.0`of 30" A-2000 STORM @ 0.36% I 72" SDMH W/ INLET GRATE 0-6 IT _ 'II STA:20+35.50 85.4' of 30' A-2000J 72' SDMH W INLET GRATE J L0.6' I 37.9' of 30" A-2000 / RIM:4691.82 STORM @ 0.43% STA:23+37A9 8" SANITARY SEWER MH HEIGHT: 10.83' STORM @ 0.45% MAIN STUB CROSSING 467 I RIM:4688.51 675 SUMP: 4680.99 MH HEIGHT: 9.23' 30" INV IN:-468i.91 (SE)4682.071 APPROXIMATE EXISTING NWE 12" STEEL HIGH SUMP: 4679.28 338.3' of 30" A-2000 STORM @ 0.41% I 12" INV IN:4683c4+(SW)4683.47( PRESSURE GAS TRANSMISSION PIPELINE CROSSING 30" INV IN:1686.Fz5 (E) 4380.24 30" INV OUT:468�+(N W)4681.78 JJJ LOCATION. VERIFY PRIOR TO CONSTRUCTION. 30" INV OUT:4680.03 (N) SEE PLAN VIEW NOTES 467 670 M 7 O 4D O 00 ill N � �N O W O w10 O � 1 M MN 0 M N 4 co c. ^C M , J cd '' '. p6O ^ 6- �Q � � � N1�7O, WO °N? �O as as �a �a �� 'ga 'ga 'ga 'gam as e � 'ga as ae as 'ga �e 'ge 'ga as 'ga v� 'gam as 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - + �+ + + o vl + �+ + + + �+ + + + �+ + �+ + �+ + �+ 0 + 0 + + + + + + + + + + + + + + + + + + + + + + + + + _ I] I] (p cp h h OJ OJ Q7 Q7 O O N N r'l Nl C R ill ill t0 t0 I� / PROFILE VIEW-MAIN STORM®UTFALL(STA. 15+95.26-27+00.00� NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE FEET VERTICAL SCALE FEET ONTAN PROJECT #:14-167.10 SHEET 1 STORM PIPE AFTER STRUC. 0-2 EJF 11 02 2022 0 50 100 0 5 10 e� q NORTH PARK DEVELOPMENT - PHASE 2 DESIGN 32 DISCOVERY DRIVE � DATE: 07/17/2024 2 ADDED ADDITIONAL SDMH (0-2.1) EJF 01 O5 2023 * RRrsco BOZEMAN,MT59718 Civil Engineering �°�v`� ROM76P MAIN STORM O U7["]�A][ L - PLAN & PROFILE PHONE )582-5-022, Geotechnical Engineering ALLIED FAxeden 582-577° Land Surveying ENGINEERING PROJECT ENGINEER: RSR DRAWN BY: EVR, EJF rto.<0"6 PE = www.alliedengineering.wm F��,�EA=Eo�� E®ZElV[AN,M®NTANA 8ERVICE%INC. NORTH PARK DESIGN DESIGNED BY: RSR,BDA,ASG REVIEWED BY: RSR CONVEYANCE PIPE. UTILITY& 00 EMERGENCY i ACCESS / 60.0' J \ 1 STA. 29+33.18, OFF: 15.OR EXTENTS OF RECENT RAILROAD tr1 tsl INV. OUT= 4677.20 EX. PROPERTY LINE / 3o EMBANKMENT GRADING POND 3 OUTLET v ;,,y,, .860.0' STRUCTURE - SEE SHEET C1.6 EX. 36" CAST IRON CULVERT ^oo' 4^0' /PROPOSED (ORIGINA OC TI N)O-8 STILLING BASIN EX. WATER MAIN --- - 1 1 72" SDMH W/ INLET GRATE APPROX. 30'x30' --- - - 1 �- — — — — — — — — — — _2 SHIFT STIWNG BASIN --- - - 9 AND ALL GRADING _ _127° �O SHIFTED TO MATCH NEWC7 _U- -- -�-- --— -----� -TEMP OUTFALL LOCATION EX. SEWER — _27 -o _ \/ MAIN r ---- ----- - -+------- - 60.0' SHIFT SDMH 0 / 30.0' WIDE STORM 18 8' DRAINAGE EASEMENT `Foxe 0-7 0-8 (REVISED LOCATION) 72" SDMH W/ INLET GRATE 72" SDMH W/SD COVER �STA:25+26.96, OFF:0.0 STA:28+76.71, OFF: 15.0R RECORD DRAWING NOTES: PLAN VIEW-MIAIN STORM OUTFALL(STA.25+00.00-31+33.00) 1. PROVIDE PIPE VERTICAL CLEARANCE OF 6-IN FROM ANY SANITARY SEWER MAIN CROSSING AND 18-IN OF VERTICAL CLEARANCE FROM ANY WATER MAIN CROSSING. A MINIMUM OF 1-FT CLEAR COVER IS NEEDED FOR TRAFFIC RATING ON ALL STORM PIPE. 2. BACKFILL FOR ALL STORM DRAIN TO BE "TYPE A" BACKFILL PER MEW. PIPE BACKFILL TO BE IN ACCORDANCE WITH COB STANDARD DRAWING NO. 02221-1. 0-7 72" SDMH W/INLET GRATE STA:25+26.96 O-8 469 RIM:4684.62 72 SDMH W/INLET GRATE 690 MH HEIGHT: 46H-65-'C+28+76.71 PROPOSED FUTURE GROUND SUMP: 4678.31 RIM:4682.42 30" INV IN:-465-9.26 (S) 4676.25 PRE-DISTURBANICE EXISTING MH HEIGHT: 5.66' 12" INV IN: t(W) 4681.92 GROUND SURFACE SUMP: 4676.76 468 30" INV OUT:""poi soo (N) 4678.97 30" INV INS!(S) 4677.70 685 30" INV OUT: (NW)4677.65 Q — — 2.3' COVER AT ¢OF ACCESS ROAD 357 2.0' MIN. COVER 468 of 30" A-2000 STORM 8.4qg PROPOSED 8" SANITARY SEWER CROSSING REVISED SDMH 16C345C\5\\6. ' J30" A-2000 STORM 0 0.42% 1 467 LOCATION NOT 675 HOWN IN PROFILE - APPROX. LOCATION OF EXISTING 12" PVC SEWER MAIN.CROSSING [APPROX. LOCATION OF EXISTING 12" DI WATER MAIN CROSSING 467 670 NN �oJ pM nM Mo) 0� 1, ON Nrn to itl N u i r'i r"l r"l�a0o0J a00o0J aaDo�J UDC NO NN0 N� � IO� 0 0)m N 0N 0N N N.0 00 m co O a� 0 o o 0 o o 0 o 0 0 0 0 o n O O 1 O � O � O 1 O 1 O M + + + + + + + + + + + + + + N N N N N N N N N N M M r"J M PROFILE VIEW-MAIN STORM[OUTFALL(STA.25+00.00-31+33,00) NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE FEET VERTICAL SCALE FEET ONTAN PROJECT #:14-167.10 SHEET 1 RELOCATED OUTFALL EJF 11 29 2022 0 50 100 0 5 10 e� q NORTH PARK D V ]L®PM]ENT e PHASE 2 DESIGN 32 DISCOVERY DRIVE � DATE: 07/17/2024 RaRy 2 SDMH 0-8 SHIFT EJF OS O5 2023 * BOZEMAN,MT59718 Civil Engineering C1"8 R Er MAIN STORM OUTFALL L _ PLAN & PROFILE PHONE(406)582-0221 Geotechnical Engineering ALLIED FAX eden Saa577° Land Surveying EMINEENING PROJECT ENGINEER: RSR DRAWN BY: EVR, EJF Ho.<0"6 PE = www.alliedengineering.wm F ]�®ZEM[AI�T MI®1�TTA1�A .�. NORTH PAI�I�DESIGN DESIGNED BY: RSR,BDA,ASG REVIEWED BY: RSR A ' °.......e`"�4c MAIN STORM[OUTFALL - --- ----- -- - -- I I I � / M STORM POND 2 - SEE SHEET /I C1.5 FOR INFRASTRUCTURE DETAIL ^ / OUTLET POND 2 2 0 ,/ / / ^ 48" SDMH W/ SD.COVER o �0 STA:20+35.50,-OFF:27.OL \(MAIN STORM OUTFALL) SEE C1.5 FOR MORE DETAIL / :Tj o / 0 / /F , STA. 3+09.16, OFF: 0.00 3 / INV. OUT = 4689.46 15.9, 4690 3 122' 00 I 20 00 / -I o 1 0-2.1 0 4695- SEE SHEET C2.5 FOR 11 68.4' of 18" A-2000 I L I 72" SDMH W/ INLET GRATE / MANHOLE DETAILS STORM ®0.41% STA:20+35.50, OFF:O.OR (MAIN STORM OUTFALL) / / I / 4703 118° i I F I 1 1.38' o ,n F-12 4695 / / o 48" SDMH W/SD COVER 4>04 / a STA:2+7225, OFF.0.0 4695--- 203.9' of 18" A' A-200�2.95% 19, / / APPROXIMATE LOCATION OF EXISTING UNDERGROUND GAS LINE CROSSING. DEPTH UNKNOWN, VERIFY PRIOR TO ORDERING STORM \� DRAINAGE STRUCTURES. COORDINATE CROSSING WITH APPLICABLE UTILITY SERVICE PROVIDER AND ENGINEERING PRIOR TO /47oj -CONSTRUCTION. REFER TO ADDITIONAL REQUIREMENTS IN THE SPECIAL PROVISIONS FOR CONSTRUCTION NEAR THE PHILLIPS PIPELINE. F-11 �- 48" SDMH W/ SD COVER I STA:0+68.38, OFF:0.0 I O - / 4705 4710 RECORD PLAN VIEW NOTES: DRAWING 1�4� 1. PROVIDE PIPE VERTICAL CLEARANCE OF 6-IN FROM ANY SANITARY SEWER MAIN CROSSING � AND 18-IN OF VERTICAL CLEARANCE FROM ANY WATER MAIN CROSSING. A MINIMUM OF 1-FT CLEAR COVER IS NEEDED FOR TRAFFIC RATING ON ALL STORM PIPE. 2. BACKFILL FOR ALL STORM DRAIN TO BE "TYPE A" BACKFILL PER MPW. PIPE BACKFILL TO BE IN ACCORDANCE WITH COB STANDARD DRAWING NO. 02221-1. 471 710 471 710 F-11 48" SDMH W/ SO COVER STA:0+68.38 FAUNA RIM:4702.03 STREET MH HEIGHT: 6.27' 470 SUMP: 4695.76 705 470 705 18, INV IN:4696-F1-(SW)4696.63 18" INV OUT:4696.5i (N)4697.02 68.4' of 18" A-2000 STORM O 0.41% PRE-DISTURBANCE EXISTING GROUND SURFACE 470 1 1 4700 470 700 ZL SEWER MAIN CROSSING PROPOSED FUTURE GROUND ADD SINGLE 4'x8'x2" SHEET OF INSULATION BETWEEN STORM AND SEWER MAIN 0.5 \ 2.7' COVER (INSULATION TO MEET SECTION 02660, 2.15.A OF COB MODS TO MPW) T 7.5' of 12" A-2000 STORM @ 0.00% OUTLET POND 2 469 30 �039 of f8„ 2.1 COVER 695 469 695 48 SDMH W/SD COVER 11 A 200p STORM STA. 3+09.16, OFF: 0.00 STA:20+35.50 (MAIN STORM OUTFACE) a RIM:4692.00 INV. OUT = 4689.46 MH HEIGHT: 5.00' WATER MAIN CROSSING 1.8' SEPARATION 2'g59 - SUMP: 468F-664686.92 ANTICIPATED 12" INV IN:i689.59 (SW) 4689.49 469 4690 469 690 12" INV OUT:1689.88 (NE)4688.94 APPROXIMATE EXISTING PHILLIPS 66/YELLOWSTONE F-12 36. of 18" A-2000 STORM O 2.73% 27.6' of 12" A-2000 STORM 9 24.45% PIPELINE CROSSING LOCATION. VERIFY PRIOR TO 48" SDMH W/ SO COVER CONSTRUCTION. SEE PLAN VIEW NOTES STA:2+72.25 0 RIM:4694.36 0-2.1 _ 468 MH HEIGHT: 4.70' 685 468 685 72" SDMH W/INLET GRATE SUMP: 4689.66 STA:20+35.50 (MAIN STORM OUTFALL) 18" INV IN:4696c61-(S)4690.53 RIM:4691.82 18" INV OUT:4696-41 (W)4690.42 MH HEIGHT: 10.83' SUMP: 4680.99 680 468 680 30" INV IN:"FSgo.91 (SE) 4682.07 468 12" INV IN:46&z6+44(SW) 4683.47 0_ o"' rn°i M� iz ' o� o, 0- 0"' m = 30" INV OUT: 4(NW)4681.78 ai vi "6 ri n 6 N N Nm Mrn 0rn 00 0� No,0rn Off m m 0 0 0 0 0 0 0 <0 0 0 n + + + + + + + + + + + PROFILE VIEW- POND 2 INLET PROFILE VIEW-POND 2 OUTLET 3� NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE FEET VERTICAL SCALE FEET ONTAN PROJECT #:14-167.10 SHEET 1 SEE INDIVIDUAL CALLOUTS EJF 10 27 2022 0 50 100 0 5 10 e� q NORTH PARK DEVELOPMENT e PHASE 2 DESIGN 32 DISCOVERY DRIVE � DATE: 07/17/2024 2 ADDED ADDITIONAL SDMH (0-2.1) EJF 01 O5 2023 * RaRy BOZEMAN,MT 59718 Civil Engineering C1v9 -Y MAIN STORM OUTFALL - PLAN & PROFILE PHONE(406)582-0221 Geotechnical Engineering ALLIED FAx(aos)saz-sno Land Surveying ENGINEERING PROJECT ENGINEER: RSR DRAWN BY: EVR, EJF Ho.<0"6 PE = -alliedengineering.wm �Ss'°E" BOZEMAN MONTANA NORTH PARK DESIGN DESIGNED BY: RSR,BDA,ASG REVIEWED BY: RSR A ' °i.......� 19.4c MAIN STORM OUTFALL O PHASE ]l APPROX' I I I 1 IMATE LOCATION OF EXISTING UNDERGROUND GAS PIPELINE CROSSINGS. CONTRACTOR J° SHALL FIELD VERIFY LOCATION, DEPTH, AND COORDINATE CROSSING WITH APPLICABLE UTILITY SERVICE PROVIDER & ENGINEER PRIOR TO CONSTRUCTION. CONTRACTOR SHALL TAKE APPROPRIATE CAUTION WHILE WORKING IN PROXIMITY TO EXISTING UNDERGROUND UTILITIES. / STORM DRAIN STUB. CAP & MARK I PER COB STD. DWG. 02720-10 W 1 1 IF n I \ ( STA. 23+35.00, OFF. 23.00L (Wheat Drive) 48" COMBINATION INLET / ��• // I / 4 r // _ / / d UTILITY STUB \ INV. OUT = 8TPJ5.99 STA:23+35.00, OFF:2E3OL EASEMENT(TYP.) 46 9.88 I1 \ 1 28.5' of 12" A-2000 STORM ®0.54% I TBC ( / ° (5) 12" & (1) 15" PROPOSED A2000 PVC PIPES / STA:16+35.45 I EX. WATER 10' WIDE UTILITY _ 4704.60 / AS UTILITY CULVERTS. 98' LONG, 2' CENTER TO CENTER. ---- ------ ------ 9 TBC:471L56 /�_ -_--_-�_-- --I --MAIN (TYP EASEMENT- - -� EASEMENT(TYP.) - \ ---- I, I , I -- I/ EXTEND 4' BEYOND SIDEWALK (TYP.) / c'y T 22 - 42.0'of 18" A-2000 STORM -- ------ '1-- ----�-- - ---- - - - - - - - - - - - - - - - -4-os� 4 - - - - - - --- W 2 c� 8" COMBINATION INLET a _ _STA:23+35.00, OFF.23.OR oo WHEAT DRIVE--oO o oF -+---t00 - b 4 HEAT694 RIVE -- 27 - G -4704.60 STA:16+35.45 7ACCESS - ------ _ __30.0' EXISTING SEWER - WIDE EXISTING ---- --- TBC:4711+56 � 90' WIDE PUBLIC STREET EX. SEWER MAIN (TYP.) --- -- - -EASEMENT & UTILITY i o PROPOSED APPROACH Doc. 310478 EASEMENT & UTILITY EASEMENT COLLECTOR i ° I I� PROPOSED CONCRETE CAP ABOVE PIPELINE 1 I I # STREET SECTION - SEE DETAIL A/C5.1 30.3' of 18" A-2000 STORM @ 0.66% / SEE SHEET C2.7 FOR \ Fm155, Pg4115 Doc+ #2522521 l I / l / PER DETAIL 4/C5.2 ADDITIONAL INFORMATION _ M (WHEAT DRIVE) W-3/ / SEE ELECTRICAL PLANS / / � / 48" SDMH W/ SD COVER / Wi `r / / / STA:23+69.33, OFF:23.2R Lra / EXISTING 40.0' WIDE / r 20.0' EXISTING WIDE- PHASE / CU°i YELLOWSTONE PIPELINE EASEMENT / � UTILITY EASEMENT-_ I O o J JI . I I � � A �40.0' WIDE EXISTING Doc #2375124 XX M XX / 40.0' WIDE EX. GAS LINE EASEMENT ~ a" / / / / / // UTILITY EASEMENT / / TO BE ABANDONED /I °I .DOC. #2556288 / DETENTION POND I, / APPROXIMATE LOCATION OF ABANDONED XX EASEMENT UNDERGROUND GAS LINE. CONTRACTOR TO y VERIFY ABANDONMENT PRIOR(T�Oy�CpON�STRCUCTON.q�7 ryp PLAl'E' VIEW Y S' "WHEAT ll llEAT DRIVE"&STORM(STA.1 4+00.00 G®+00.00) 472 720 I HIGH PT ST 21+99.99 HIGH PT A: V: 0.00 2 7,AWING C® DPVI STA: 3+00.00 J��/STA:16+35.45 SAW CUT EXISTING ASPHALT PVI ELE 4705.42471 MATCH EXISTING CURB & GUTTER, 715 ASPHALT, AND SIDEWALK FROM PHASE 1. LVC: 00.00 1 VERIFY GRADE PRIOR TO CONSTRUCTION. m N m n _ DESIGN PROFILE ELEV AT CL 4711.52 mo m0 471 710 GRADE BREAK STA = 16+79.28 - _ - w W-3 ELEV = 4711.01 -0.9G" - >m 34.3' of 18" A-2000 w 48" SDMH W/ SO COVER m STORM @ 0.66% w STA:23+69.33, OFF:23.19R - - - RIM: 4703:56 _ - -- --- EXISTING SANITARY SEWER MIT HEIGHT: 5.71' 470 --- W-2 SUMP: 4697.85 705 ------- 48' COMBINATION INLET 18' INV IN:1698+86-(So 4698.81 1 PROPOSED CONCRETE CAP ABOVE PIPELINE I STA:23+35.00, E: 47.O16 18" INV OUT:�698c66-(E)4698.63 PER DETAIL 4/C5.2 GRATE FLOW LINE: 4704.16 � MIT HEIGHT: 5.91' FINISHED GRADE 0 CE EXISTING WATER MAIN SUMP: 4698.25 470 18" INV IN:4699.20 (W) 700 18" INV OUT:"t699.G9-(N)4698.97 (5) 12" & (1) 15" _ PROPOSED A2000 W-1 PVC PIPES AS 469 48' COMBINATION INLET UTILITY CULVERTS. EXISTING GROUND 695 NOTES: STA:23+35.00, OFF:23.00L GRATE FLOW LINE: 4704.16 1. PROVIDE PIPE VERTICAL CLEARANCE OF 6-IN FROM ANY SANITARY SEWER MAIN CROSSING MH HEIGHT: 5.51' D 18-IN OF VERTICAL CLEARANCE FROM ANY WATER MAIN CROSSING.A MINIMUM OF SUMP: 4698.65 469 I 1-AND CLEAR COVER IS NEEDED FOR TRAFFIC RATING ON ALL STORM PIPE. - 12" INV IN:4699c98-(W)4699.88 690 2. BACKFILL TYPE FOR STORM DRAIN WITHIN ROAD RIGHT-OF-WAYS TO BE TYPE A BACKFILL 18" INV OUT:-4699-&8-(E)4699.36 APPROXIMATE LOCATION OF �� I PER MPW. PIPE BACKFILL TO BE IN ACCORDANCE WITH COB STANDARD DRAWING NO. ABANDONED GAS LINE CROSSING 02221-1 VERIFY PRIOR TO CONSTRUCTION 3. BACKFILL TYPE FOR STORM DRAIN OUTSIDE OF THE ROAD RIGHT-OF-WAYS TO BE TYPE C BACKFILL PER MPW. PIPE BACKFILL TO BE IN ACCORDANCE WITH COB STANDARD DRAWING 468 NO. 02221-1. - 685 APPROXIMATE LOCATION OF EXISTING UNDERGROUND GAS TRANSMISSION PIPELINE CROSSINGS. DEPTH UNKNOWN. CONTRACTOR SHALL FIELD VERIFY LOCATION, DEPTH, AND COORDINATE CROSSING WITH APPLICABLE UTILITY SERVICE PROVIDER & ENGINEER PRIOR TO CONSTRUCTION. CONTRACTOR SHALL TAKE APPROPRIATE CAUTION WHILE WORKING IN PROXIMITY TO EXISTING UNDERGROUND UTILITIES. 468 680 n m M N r � r� N� O_ � r O� NaN�t mO_rMW pp� n^ m Q� O N n n 0a� N N N O O 01 NN � O NO NO <Njr? O NO mm N- m O O n � taQO0D MmO r� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + CO TN7�^�7T�^�N$j �$juN DRIVE" STORM N�1 9�1N �Ny® N N N N N N N N N PROFILE VIEW{W �"WHEAT HEAT DRI v E"&STORM(STA,1`1�+00.00 8t00.®®) NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE FEET VERTICAL SCALE FEET CNTgN PROJECT #:14-167.10 SHEET 1 CONCRETE CAP, LIGHT POLE #11 EJF 11 18 2022 0 50 100 0 5 10 eP q NORTH PARK RK DEVELOPMENT LOPME'}�T - PHASE S°E'q 2 DESIGN 32 DISCOVERY DRIVE � DATE: 07/17/2024 oar scow ® a 1� �e W' �e bW'u b\7 6>• BOZEMAN,MT 59718 Civil Engineering C2.1 * a RouEv * /u/��4`�` '� DRIVE JC'a` �'�`®� DRAINAGE�4` PHONE(406)582-0221 Geotechnical Engineering PLAN & PROFILE ao.�»6 PE FAX(406)582-5770 ALL PROJECT ENGINEER: RSR DRAWN BY: EVR, EJF q` -allieden ineering.com Land Surveying ENGINEERING FSS/,,E„ I BOZEMAN MONTANA 9 s au+c NORTH PARK DESIGN DESIGNED BY: RSR,BDA,ASG REVIEWED BY: RSR A ➢ °aes�p�oia``9•ho WHEAT STREET&STORM 1L PROPOSED CONCRETE CAP ABOVE 40.0' WIDE EXISTING ROW \ \\ PIPELINE PER DETAIL 4/C5.2 // c' EASEMENT DOC. #2556288 XX NORTH PARK TRAIL - SEE TRAIL PLANS \ FOR ADDITIONAL DETAIL i •24.O' WIDE EXISTING \ ACCESS EASEMENT Dos. 02050420 ) 1 \ \ \ \ \ \ _•��/ f ram/ `\ \\ AND #2555167 90.0' WIDE PUBLIC STREET \ �� I - ___ --L---- O \ G _ ___ --- --yE-\��\---I--- --y- 40.0' WIDE -�f-------_-- -- � UTILITY EASEMENT COLLECTOR \ �� i -� 1 STREET SECTION - SEE DETAIL A/C5.11 \ �� / YELLOWSTONE PIPELINE 1110 � \� -% ii� 110�110 110 _ -io�V�io- iio��t6 1i -- )R iio /iio / iio iio�iio EASEMENT PER -iio- -Rio-Rio-iio \ \\ \\ 46.0' of 12" A-2000 STORM @-0,79% 1 Bk 114 Pg122 ��- _ 24"x36" INLET _ )_ � --� =--STA:30+69.55, OFF:23.OL� -�\ PROPOSED GRADING EXTENTS TO INCLUDE \ \ 1p TBC HAMMERHEAD PER THE CITY OF BOZEMAN FIRE 4689.01 \ DEPARTMENT TU NAROUND DIAGRAM \ i SEE ELECTRICAL \ / ro' I \o�WHEAT -PLANS - )RIVE o - I ' i I I v RECORD v _ W_5 TBG vv 468 '� I I ��\ \ 48" COMBINATION INLET 4689.01 8 / \ - -STA:30+69.55, OFF:23.OR 1 20.0' WOE WATER / - --- - y X\. J / � I \ PIPELINE EASEMENT \ 56.2 of 15"-A-2000STORM 0.83% / 10.0' WIDE PUBLIC UTILITY EASEMENT ,� �\ Doc. #2066505 1 \\ 30.0' EXISTING SEWER EASEMENT PROPOSED DETENTION POND Doc. #310478 (GRADING EXTENTS) - SEE SHEET C1.6 Fm155, Pg4115 R -SEE \ \ \\ \ \ I I \ / \ \ SHEET C2.7 FOR \z� �� I INV: 4684.06 \\ \ EX. CELL TOWER' 20.0' WIDE EXISTING WORK AREA/ACCESS ROAD DOC #2541395 / ADDITIONAL DETAIL\ i 30.0' WIDE PROPOSED INSTALL RCP PETS' \\ � TO BE ABANDONED WITH NEW CELL TOWER ACCESS EASEMENT r /STORM DRAINAGE,EASEMENT f fl I / \ S x ]PLAT VIEW-"WHEAT DRIVE"&STORM(STA.28+00.00 37+00.00) NOTES: 1. PROVIDE PIPE VERTICAL CLEARANCE OF 6-IN FROM ANY SANITARY SEWER MAIN CROSSING AND 18-IN OF VERTICAL CLEARANCE FROM ANY WATER MAIN CROSSING.A MINIMUM OF 1-FT CLEAR COVER IS NEEDED FOR TRAFFIC RATING ON ALL STORM PIPE. 2. BACKFILL TYPE FOR STORM DRAIN WITHIN ROAD RIGHT-OF-WAYS TO BE TYPE A BACKFILL PER MPW. PIPE BACKFILL TO BE IN ACCORDANCE WITH COB STANDARD DRAWING NO. LOW PT STA: 31+63.39 02221-1. LOW PT ELEV: 4688.07 3. BACKFILL TYPE FOR STORM DRAIN OUTSIDE OF THE ROAD RIGHT-OF-WAYS TO BE TYPE C PVI STA:30+88.39 BACKFILL PER MPW. PIPE BACKFILL TO BE IN ACCORDANCE WITH COB STANDARD DRAWING PVI ELEV:4688.77 NO. 02221-1. K:126.85 470 700 rnin rnn MM MO M2 M o T t0 OJ +t0 }(0 O� a M M 469 695 U> U> >0] >W p] W \ -2.11% FINISHED GRADE AT OL 469 690 EXISTING GROUND - - _ _ GRADE BREAK STA = 36+70.20 W-4 ELEV 4683.36 24"x36" INLET -0.937 STA:30+69.55, OFF:23.00L 468 GRATE FLOW LINE: 4688.58 - _ _ 685 MH HEIGHT: 4.23' END OF PROPOSED WHEAT DRIVE(NE) 12" INV OUT: ?(NE) SUMP: 468 IMPROVEMENTS (STA 33+00.00) 4785.08 468 VJ-5 I 680 48" COMBINATION INLET STA:30+69.55, OFF:28.0R GRATE FLOW LINE: 4688.58 MH HEIGHT: 4.81' 467 SUMP: 4683.76 675 12" INV IN:a68aG(SW)4784.82 15" INV OUT:4684.51 (NE) 467 670 0� O NN �� am Mill N� 00 M� �oJ ON aM 1, rn aM 00 a0 ODD n r0 r0 10 00 N n N 00 M 00 7 Cn O N M o •rn of N of N of h h (D u) M M r'i M 7rn 1M p> NQ, o) Om OOJ 00� a0� ^� ^W wW �oJ Lo N� aoJ aoJ 'Dw MOJ W Cn�p m0 mO �O O!� 000 00� ODO 00� 000 000 000 00 c r�0(D Oco ��o r�OO 000 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o in o u> o in o u� o in o in o in o u> o in o + + + + + + + + + + + + + + + + + + + N N N N M M M PROFILE M �r M M 7� M M M M M M M M M JC RO]FILE VIEW-"WHEAT DRIVE"&STORM(STA.28+00.00-37+00.00) si ej NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE FEET VERTICAL SCALE FEET �NTAN PROJECT #:14-167.10 SHEET 1 CONCRETE CAP EJF 11 18 2022 0 50 100 0 5 10 eP q NORTH PARK DEVE�[.,®]�1�J[]ENT - PHASE 2 DESIGN 32 DISCOVERY DRIVE � DATE: 07/17/2024 oar scow ® DEVELOPMENT�e ba'u BOZEMAN,MT 59718 Civil Engineering C2o2 * a RouEv * WHEAT'� ��4` �'�`®� ��J PHONE(406)582-0221 Geotechnical Engineering PLAN & PROFILE �o.-»6 PE FAX(406)582-5770 ALLIED PROJECT ENGINEER: PER DRAWN BY: EVR, EJF q` -allieden ineeringmc Land Surveying ENGINEERING Fss`'E E° BOZEMAN MONTANA 9 s au+c NORTH PARK DESIGN DESIGNED BY: RSR,BDA,ASG REVIEWED BY: REP A ➢ °aes�p�oia``9•ho WHEAT STREET&STORM O V ' \ u) EXISTING STRUCTURE _L- 4738 4740 EXISTING STRUCTURE 4736 rCr!�r CJi MATCH 5—FT WIDE SIDEWALK TO EXISTING h`I STATION=-5+00.92 EXISTING STRUCTURE OFFSET=26.56L I M C>•J 4730 SAW—CUT ASPHALT ALONG CENTERLINE OF C EXISTING CURB (TYP) EXISTING ROAD AND INSTALL CATCH CURB 4j3¢ N N \ PER COB STANDARD DRAWING #02528-1. $ r EXISTING 5—FT WIDE SIDEWALK START SAW—CUT AND MATCH CURB LINE TO EXISTING_ CURB TO HAVE A MINIMUM OF 0.5% STATION=-4+73.23 LONGITUDINAL GRADE WITHOUT LOW POINTS. CONNECT TO EXISTING FLORA LANE�_ EXISTING STORM INLET OFFSET=16.40L REPLACE ROAD SECTION PER B/C5.1 STA: 2+40.50 PROPOSED 5.0' WIDE SIDEWALK PER DETAIL B/C5.1 ———— --------- FLORA LANE j EXISTING rn o 4740 FLORA LANE - - N— -o o o0 00 o 1k o 00 (EXISTING)_ o EXISTING STORM INLET a EXISTING CURB (TYP) C2.3 EXISTING 5—FT WIDE SIDEWALK EXISTING STRUCTURE PLAN VIEW-FLORA LANE&STORM(STA.-5+63.52-1+00.00) 474 745 APPROXIMATE FINISHED GRADE AT EXISTING CENTERLINE. 474 — ---OAT — _ _ 740 8g_ PROXIMATE EXISTING CENTERLINE ELEVATION. SAW—CUT AND MATCH TO EXISTING 473 735 WIDTH VARIES SLIGHTLY o rn m e M N rn e O e m N 16.4—FT AT STA: —4+73.23 o rn rn n r r r n r r r r r n r n r r r 16.8—FT AT STA: 2+40.50 SAW—CUT ALONG CENTERLINE AND MATCH EXISTING ELEVATION. SET CURB PROPOSED FINISHED GRADE VARIES. ELEVATION BASED ON RELATIVE GRADE. EXISTING y o 0 0 0 0 0 0 0 0 0 0 4% MAX SIDEWALK BOULEVARD GRADE 1%MIN, SIDEWALK PROPOSED CATCH CURB CENTERLINE EXISTING CURB PROFILE VIEW-FLORA LANE AT CENTER LINE(STA.-5+63.52-1+00.00) EXISTING GROUND ALONG WEST EDGE OF ALONG EAST EDGE FLORA LANE OF FLORA LANE HIGH PT STA: —3+38.37 HIGH PT ELEV: 4739.82 PVI STA:-3+56.83 Al PVI ELEV:4740.00 APPROXIMATE VERTICAL CURVE GEOMETRY ALONG EDGE OF PAVEMENT. / 1 \ SECTION K:59.07 VERTICAL CURVE REQUIRED FOR GRADE BREAKS BEYOND 1%. 1 C2.3 ROAD CROSS-SECTION LVC:100.00 M N M M 1 =5 oo oOn p T p T 474 745+ + APPROXIMATE FINISHED GRADE AT EDGE OF PAVEMENT. FIELD VERIFY PRIOR TO CONSTRUCTION. ENSURE CROSS SLOPE U U REQUIREMENTS CAN BE MET (1% MIN, 4% MAX) WHILE MAINTAINING m w MINIMUM LONGITUDINAL GRADE OF 0.5% AT CURB. 474 _ _ 740 0.57% —1. 2% EXISTING GROUND AT PROPOSED EDGE OF PAVEMENT 473, 735 �10 pro roREC®RD avl '�vl rno �n �rn Mn ^rn �N ro ro ro ai ai ai ai ai ^ai ai ro r` � co ^co DRAWING ^ ^ M^ M^ M^ n^ M^ M^ M^ M^ M^ Mr M^ Mr M^ a a a a a a a a a a a a a o o 0 o 0 o 0 o 0 0 0 0 0 0 + + �+ + �+ + �+ + + + N o u� o + + + + + + + + + + + + + + + O O O I I I I I I I I I I I I PROFILE VIEW-FLORA LANE AT WEST EDGE OF PAVEMENT(STA.-5+63.52-1+00.00) NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE FEET VERTICAL SCALE FEET �NTAN PROJECT #:14-167.10 SHEET 1 ADDED VERTICAL CURVE EJF 10 28 2022 0 50 100 0 5 10 eP q I®T®]E�TH PARK D�ee�/ELO]�MENT — PHASE2 DESIGN 32 DISCOVERY DRIVE � DATE: 07/17/2024 oar scow NORTH ll BOZEMAN,MT 59718 Civil Engineering C2.3 * a RouEv * ��®�� 6 11A V`�q �'�®� DRAINAGE�Yd ll�UJLe4 PHONE(405)582-0221 Geotechnical Engineering PLAN & PROFILE rvo.acne ac FAX(406)582-5770 ALLIED PROJECT ENGINEER: RSR DRAWN BY: EVR, EJF q` w allieden ineeringmc Land Surveying ENGIn G Fss, BOZEMAN MONTANA 9 NORTH PARK DESIGN DESIGNED BY: RSR,BDA,ASG REVIEWED BY: RSR A ' °aes�poia``9•ho FL©RA LN SL STORM[ NOTES: U 1. PROVIDE PIPE VERTICAL CLEARANCE OF 6-IN FROM ANY SANITARY SEWER MAIN CROSSING AND 18-IN OF VERTICAL CLEARANCE FROM ANY WATER MAIN CROSSING.A MINIMUM OF 1-FT CLEAR COVER IS NEEDED FOR TRAFFIC RATING ON ALL STORM PIPE. - \ 4718/ / 2. BACKFILL TYPE FOR STORM DRAIN WITHIN ROAD RIGHT-OF-WAYS TO BE TYPE A BACKFILL \ APPROXIMATE LOCATION OF EXISTING UNDERGROUND GAS LINE CROSSING 7� PER MEW. PIPE BACKFILL TO BE IN ACCORDANCE WITH COB STANDARD DRAWING NO. (±STA 7+44.00). CONTRACTOR SHALL FIELD VERIFY LOCATION, DEPTH, AND 8 O �I // o // 4>22 / 02221-1. COORDINATE CROSSING WITH APPLICABLE UTILITY SERVICE PROVIDER & 4� 3. BACKFILL TYPE FOR STORM DRAIN OUTSIDE OF THE ROAD RIGHT-OF-WAYS TO BE TYPE C ENGINEER PRIOR TO CONSTRUCTION. CONTRACTOR SHALL TAKE APPROPRIATE 472 S / ° / Wi BACKFILL PER MEW. PIPE BACKFILL TO BE IN ACCORDANCE WITH COB STANDARD DRAWING CAUTION WHILE WORKING IN PROXIMITY TO EXISTING UNDERGROUND UTILITIES. W APPROXIMATE LOCATION OF EXISTING UNDERGROUND GAS LINE NO. 02221-1. STA:7+11.44 I 1 CROSSING (±STA 12+29.46). CONTRACTOR SHALL FIELD VERIFY TBC:4730.10 E-! I-4726� LOCATION, DEPTH, AND COORDINATE CROSSING WITH APPLICABLE 1 cf](7a 1 UTILITY SERVICE PROVIDER & ENGINEER PRIOR TO CONSTRUCTION. \ CONNECT TO EXISTING 18" A-2000 00 EXISTING UTILITY CONTRACTOR SHALL TAKE APPROPRIATE CAUTION WHILE WORKING IN PROPOSED GRADING EXTENTS STORM STUB FROM PHASE 1 .� CULVERTS FROM PROXIMITY TO EXISTING UNDERGROUND UTILITIES. / / PROPOSED CURB & CUTTER (TYP.) SEE PROFILE VIEW NOTES PHASE 1 CONNECT TO / o x 40.0' WIDE EXISTING / 16 00 UTILITY STUB EASEMENT(TYP.) H py / EXISTING WATER MAIN FROM PHASE 1 F-5 �y I> EXISTING 15" F-6 / / YULE EASE E �F-2 28 A-2000 STORM PIPELINE EASEMENT / z(~ F-1 24"x36" INLET 1 24"x36" INLET / / (7� 48" SDMH 7, F COVER STUB FROMSTA: / �. 48" SDMH W SD COVER STA:6+99.81, OFF:16.5E 1 � I 9+37.04, OFF.16.5L / STA:4+15.17, OFF.B.iR -PHASE 1 L STA:2+60.57, OFF.1- TBC I STA:8+13.77 SEE PROFILE TBC .- --------- ----- --- -- -_ 4728 __ 4730.16 I I I / / � / I •� � I CONNECT TO EXISTING--FLORA LANE -4730 - J I TBC:4729.12 VIEW NOTES 4727.46 - 33.0'_of 12' A-2000 STORM @ 1.24%- - - ----- - 33.0' of 12" A-2 60 STORM C�0.70%r"--1 STA: 2+40.50 4 j2 3, + ' A FLORA LANK o FL®RA LANK o - rn 88' o. O EXISTING O 90' 93° o 90. 0 4N 2�' / 4729 EXISTING 5-FT WIDE 88° 89' -F-3 0 47 SIDEWALK 134` 31 0o hP�a k�`L� oo M,1`lh ^(Lt k^ry'7 o N,L`l, 47 48" COMBINATION INLET STA:8+1175 29 I o Fo 154.T of 15" A-2000 STA:6+94.81, OFF:16.5R F-4 `-`TBC:4729.46 TBC END OF EX. CURB 22.3' of 12' A-2000 48" COMBINATION INLET ---4725- --4727.46- STORM @ 1.25% STORM @ 1.10% i - 4720 _ & GUTTER, MATCH _ STA:6+99.81, OFF:16.5R EXISTING FROM PHASE 1 CURB LINE TO EX. - - - - STORM DRAIN STUB. CAP PER TBC ' ---1 STATION=2+43.24 END OF EX. SIDEWALK 48" SDMH W/ SO COVER F-7 10.0' WIDE PUBLIC UTILITY EASEMENT (TYP.) SEE ELECTRICAL PLANS COB STD. DWG. 02720-10 �4730.07 T STA:6+05.23, OFF:6.5L CAJ� OFFSET=17.36R MATCH SIDEWALK TO EXISTING ) 48" COMBINATION INLET �' / / STATION=2+47.62 STA:7+11.42 CULTIVAR ALIGNMENT STA:9+37.04, OFF:16.5R 60.0' WIDE PUBLIC STREET OFFSET=26.72R TBC:4730.23 \ / `4j APPROXIMATE LOCATION OF ABANDONED UNDERGROUND GAS LINE & UTILITY EASEMENT _ r ?0 CROSSING ±STA 10+55.80 CONTRACTOR SHALL FIELD VERIFY \rrJ ry \ \ / ( ) STREET SECTION - SEE DETAIL B/C5.1 y EXISTING EXISTING GRAVEL PARKING EXISTING STRUCTURE EXISTING // // ABANDONMENT PRIOR TO CONSTRUCTION. `47 STRUCTURE \�� " CURB 5 00 40.0' WIDE EXISTING �/ / N N EXISTING POND OUTLET STRUCTURE. EXISTING 12" INV. OUT = ±4732.51 I} I PROPOSED GRADING EXTENTS/ w REMOVE EXISTING 12" RCP AND REPLACE WITH NEW 12" RCP. CONNECT TO PROPOSED SDMH. /I / / GAS LINE EASEMENT yJ / TO BE ABANDONED / 4714 / CONTRACTOR TO VERIFY GRADES PRIORTO CONSTRUCTION. COORDINATE WITH LOT OWNER FOR IMPROVEMENTS. III �\I ■1 \ �/ / '/ I j ]PLAN VIEW-I IZA LANE&STORM(STA.1+00.00-14+82.92) F-1 LOW PT STA: 9+37.07 ��®�� 48" SDMH W/ SD COVER LOW PT STA: 3+66.25 F-2 LOW PT ELEV: 4727.55 DRAWING STA:2+60.57, OFF:11.63R LOW PT ELEV: 4732.58 48" SDMH W/ SO COVER PVI STA:9+15.73 \\V'/�\V'/ AI\V`I STA: 2CUT A END C PARTIAL FLORA LANE STREET SECTION. GRATE FLOW LINE: 4733.72 PVI STA:3+16.24 STA:4+15.17, OFF:8.12R STA:8+13.76 SAW CUT EXISTING ASPHALT PVI ELEV:4727.01 HIGH PT STA: 11+29.02 SAW CUT AND MATCH EXISTING PAVEMENT, CURB & GUTTER, PVI ELEV:4732.94 RIM: 4731.98 HIGH PT ELEV: 4729.07 AND SIDEWALK. VERIFY GRADES PRIOR TO CONSTRUCTION MH HEIGHT: 5.70' MATCH EXISTING CURB & GUTTER, K:47.13 PVI STA:11+92.84 SUMP: 4728.01 K:77.38 MH HEIGHT: 6.06' ASPHALT, AND SIDEWALK FROM PHASE 1. LVC:150.00 PVI ELEV:4730.16 LOW PT STA: 14+48.16 474 12" INV IN:+'?"- 3 (SE) 472g,18 LVC:100.00 SUMP: 4725.92 VERIFY GRADE PRIOR TO CONSTRUCTION. LOW PT EL V: 4721.56 740 B VCS: 2+66.25 15" INV IN:# 6-8� (S) 4726.78 DESIGN PROFILE ELEV AT CL = 4729.09 �� GRADE BREAK STA = 1+89.50 15" INV OUT:17-28c;6 N)4728.74 BVCE. 4733.95 O� o� LVC:25 .00 PVI STA: 3+98.15 12" INV IN: ++-+� E 4726.88 ELEV = 4735.50 ----- aN p1N PVI ELEV:472245 EVCS: 3+66.25 o a o n 15" INV OU T:4�frfrF N)4726.62 +� +^� �� ro� K:5 .88 EVCS 4732.58 m rn _ STA:7+11.43 SAW CUT EXISTING ASPHALT w LVC:1 0.00 473 MATCH.EXISTING CURB & GUTTER, Nc� NCT 5 +� ASPHALT, AND SIDEWALK FROM PHASE 1. m w 735 FG TO MATCH EXISTING ASPHALT AT CL VERIFY GRADE PRIOR TO CONSTRUCTION. 56.3' of 18" A-2000 m w .. f w ro ro \ DESIGN PROFILE ELEV AT CL = 4730.08 STORM @ 1.847 j `j j + + REMOVE 35 of EXISTING 12" RCP @ 0.03% -1.50% m m w w n EXISTING 48" SSMH \ 721 1 507 FINISHED GRADE @ CL cii \ _ -2.04% EXISTING GROUND 473 F-5 ci 730 154.T of 15" @ / 24"x36" INLET � 1.14% m w 39.9' of 12"i RCP @ 8.39% A-2000 STORM STA:6+99.81, OFF:16.50L 1.25% GRATE FLOW LINE: 4729.73 _ _ EXISTING FIRE HYDRANT MH HEIGHT: 9.15' 24z 36" INLET z/9.g• SUMP: 4720.58 STA:9+37.04, OFF:16.50L \3P 725 472 °f 15"q_ 12" INV OUT:::::4n", 3 E) 47 1.24 4E�ISTING UTILITY GRATE FLOW LINE: 4727.03 \2000 CULVERTS FROM RM @ 2 089 PHASE 1 MH HEIGHT: 4.78' I APPROX. LOCATION 15 STORM @ 1.72� SUMP: 4722.25 OF ABANDONED GAS LINE WATER MAIN EXISTING FROM PHASE 1 F-3 of A-2000 12" INV OUT:22.96(EI (VERIFY PRIOR TO CONSTRUCTION) -7799' 48" COMBINATION INLET 181.0' 11 472 STA:6+94.81, OFF:16.50R F-7 ` 720 GRATE FLOW LINE: 4729.67 48" COMBINATION INLET MH HEIGHT: 9.68, STA:9+37.04, OFF:16.50R SUMP: 4719.99 GRATE FLOW LINE: 4727.03 APPROXIMATE LOCATION OF EXISTING UNDERGROUND GAS 15" INV IN:"+moo-71 .99 472p,g2 F-4 MH HEIGHT: 5.23' LINE CROSSING (±STA 12+29.46), DEPTH UNKNOWN. 15" INV OU T:4S4^^;4 (N)_4720.59 48" COMBINATION INLET SUMP: 4721.80 CONTRACTOR SHALL FIELD VERIFY LOCATION, DEPTH, AND 471 12" INV IN:"�9(W) 4722.73 COORDINATE CROSSING WITH-APPLICABLE UTILITY SERVICE 715 STA:6+99.81, OFF:I6.SORq_ff��t 15" INV OUT: .5 S 4722.48 PROVIDER & ENGINEER PRIOR TO CONSTRUCTION. CONNECT TO EXISTING 18 A-2000 GRATE FLOW LINE: 4729.64 STORM STUB FROM PHASE 1. EXISTING FROM PHASE 1 CONTRACTOR SHALL TAKE APPROPRIATE CAUTION WHILE ' STA: ± 7+10.00, INV: ± 4720.19 SDMH 6+05.23 CONNECT TO EXISTING 15" A-2000 WORKING IN PROXIMITY TO EXISTING UNDERGROUND UTILITIES. SUMP: 4719.71 (CULTIVAR ALIGNMENT) STORM STUB FROM PHASE 1. 15" INV IN:�-rzo^-rr(S)4720.69 RIM: 4730.19 STA: t 8+25.00 710 471 12" INV IN:4�26c96 (W)4720.83 IMH HEIGHT: 11.64' INV: ± 4719.89 18" INV OUT: (N)4720.22 SUMP: 4718.55 APPROXIMATE LOCATION OF EXISTING UNDERGROUND GAS LINE CROSSING (±STA 7+44.00), DEPTH UNKNOWN. CONTRACTOR SHALL 18 INV IN:4719.50 (S) PROPOSED SEWER MAIN FIELD VERIFY LOCATION, DEPTH, AND COORDINATE CROSSING WITH APPLICABLE UTILITY SERVICE PROVIDER & ENGINEER PRIOR TO 15" INV IN:4719.50 (N) CONSTRUCTION. CONTRACTOR SHALL TAKE APPROPRIATE CAUTION WHILE WORKING IN PROXIMITY TO EXISTING UNDERGROUND UTILITIES. 18" INV OUT:4719.30 (W) 470 705 t, h 1) n� N �cD �N NOJ �� O n0 �� DOS ncD ^� 1) O� � My ^N ON LO M� a0 N N M r M O� N a0 a0 M M r O O O Lo N N r0 N O� (O u� ifl N �j Q7 r n O O O m m OJ I� . u i u i u� cO Qj'6 cD [O M O m _OJ N r r Nr AM M^ r Nn r r r O^ O^ O^ N^ N^ �^ ^r ^r n^ W^ �r r W^ nr nr NN Nr Nr N� MN M N N N N N N N N N N N N N N NN N M Mr M M M M M M M M N N N N N N N N N N N na �� a a a a a a a a a a a a a v a a a v a a a a 0 0 o o o o o o o o o o o o o o o 0 0 0 0 0 0 0 0 0 0 o n o r o I o I o I o I o I o I o I o I o Co + + + + + + + + + + + + + + + + + + + + + + + + + + + + + N N M M CO W m m O O f N N M N ]PR®FILE VIEW-FLORA LANE&STORM[(STA.1+00.00-14+82.92) NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE FEET VERTICAL SCALE FEET CNTq PHASE A 1f' DESIGN }�7 PROJECT #:14-167.10 SHEET 0 50 100 0 5 10 eP Nq I®T®]�TH PARK DEVEL®]�1�J[]CaNT - JC JL7LL'ilSJLeq 2 llJ/JLeq S'IG 32 DISCOVERY DRIVE � DATE: 07/17/2024 a-v�o� oar scow ® BOZEMAN,MT 59718 Civil Engineering C * a ROMEr FLORA LANE & STORM DRAINAGE PHONE(406)582-0221 Geotechnical Engineering PLAN & PROFILE N..acne ac FAX(406)582-5770 ALLIED PROJECT ENGINEER: RSR DRAWN BY: EVR, EJF q` w allieden ineeringmc Land Surveying UMNEDUM Fss`'°E" BOZEMAN MONTANA 9 SExvrc< MMM NORTH PARK DESIGN DESIGNED BY: RSR,BDA,ASG REVIEWED BY: RSR A ' °aes�p�"ia``9•h" FL©RA LN&STORM I \ R)2. 40.0' WIDE EXISTING Q W-2 YELLOWSTONE 30.0' WIDE STORM 1 W-3 -� 1 48" COMBINATION INLET PIPELINE EASEMENT DRAINAGE EASEMENT o \�� 48" SDMH W/ SO COVER H STA:23+35.00, OFF:23.OR 1 �2 �• ty q^' �� STA:23+69.33, OFF:23.2R (WHEAT DRIVE ALIGNMENT) J �C1 N2' �` WHEAT DRIVE ALIGNMENT d G >o o SEE SHEET C2.1 FOR WHEAT 1 SEE ELECTRICAL PLANS 1 0 00 b �1��. 1 DRIVE STORM DRAINAGE L' PROPOSED CONCRETE �� \ ��, Cif W-1 CAP ABOVE PIPELINE ----------- - o- PER DETAIL 4/C5.2 '166.6' of 1\ STORM 0.657 48" COMBINATION INLET PROPOSED GRADING EXTENTS I TBC F-9 I STA:23+35.00, OFF:23.0E _- - - -_ �� - - 4701.71 �� 48" COMBINATION INLET I (WHEAT DRIVE ALIGNMENT) -STA:20+57.83, OFF:16.5L- J J _ 18 118• 87 v p N FAUNA -------- ----- - -- . STREET 0o cO O N o N N 0 85' 8T o - ----- + 4704-------- O+ O r PRIVATE DRIVE APPROACH r 20 - -�9- - �cp��. _ -- -1-------o-------------- ----�-- --- PER COB STD DWG 02529-11 --------------- -� - - - ..x36., INLET - - -�---------------------- ----i---- F-APPROXIMATE LOCATION OF ABANDONED UNDERGROUND GAS LINE �\ �O of 12'-R--2000 STORM Q 0.56% n 50.0' WIDE PUBLIC STREET & UTILITY EASEMENT -J F_8 CROSSINGS (±STA 21+71.06) DEPTH UNKNOWN. CONTRACTOR TO VERIFY 4701.71 24 ABANDONMENT PRIOR TO CONSTRUCTION. ` Y STREET SECTION - SEE DETAIL B/C5.1 1 STA:20+57.83, OFF:16.5R I�� F-10 c � 40.0' WIDE EXISTING APPROXIMATE LOCATION OF EXISTING UNDERGROUND GAS.LINE 48" SDMH W/SO COVER 11 �� GAS LINE EASEMENT 24' WIDE GRAVEL ACCESS ROAD TO STA:19+65.53, OFF:8.3L TO BE ABANDONED CROSSINGS (±STA 15+09.26 & 17+98.96), DEPTH UNKNOWN. NORTHWESTERN ENERGY GATE STATION. SEE C/C5.1 I CONTRACTOR SHALL FIELD VERIFY LOCATION, DEPTH, AND COORDINATE 1 c �\ CROSSING WITH APPLICABLE UTILITY SERVICE PROVIDER & ENGINEER \�0 68.4' of 18" A-2000 STORM 0 0 41% I h PRIOR TO CONSTRUCTION. CONTRACTOR SHALL TAKE APPROPRIATE SEE SHEET C1.9 FOR CONNECTION CAUTION WHILE WORKING IN PROXIMITY TO EXISTING UNDERGROUND AI I I UTILITIES. ]PLAN VIEW-FAUNA STREET&STORM(STA.14+82.92-24+50.00) HIGH PT STA: 15+51.47 HIGH PT ELEV: 4719.71 473 P I STA:16+76 56 730 P I ELEV:4717 48 K:64.0+ LOW T STA: 20+ 1.79 RECORD D LVC:250.00 LOW T ELEV: 4701.79 �11.=ae NCO�L1� ^ o PVI STA:19+73. 7 DRAWING 472 PV ELEV:4700. 3 725 JU K:36.86 APPROXIMATE LOCATION OF EXISTING UNDERGROUND GAS LINE 4a LVC:250.00 CROSSINGS (±STA 15+09) DEPTH UNKNOWN. CONTRACTOR 1An ^ SHALL FIELD VERIFY LOCATION, DEPTH, AND COORDINATE CROSSING WITH APPLICABLE UTILITY SERVICE PROVIDER & -1.7gy m EXISTING GROUND w rn ENGINEER PRIOR TO CONSTRUCTION. CONTRACTOR SHALL TAKE 472 + 720 APPROPRIATE CAUTION WHILE WORKING IN PROXIMITY TO EXISTING UNDERGROUND UTILITIES. _ FINISHED GRADE AT rL m 0.. .. > � > N rno m w + + N N NOTES: 471 F 9 715 F-10 411 COMBINATION INLET STA:20+57.83, OFF:16.50L a a 1. PROVIDE PIPE VERTICAL CLEARANCE OF 6-IN FROM ANY SANITARY 48" SDMH W/ SD COVER n SEWER MAIN CROSSING AND 18-IN OF VERTICAL CLEARANCE FROM ANY STA:19+65.53, OFF:8.26L GRATE FLOW LINE: 4701.27 in a m WATER MAIN CROSSING.A MINIMUM OF 1-FT CLEAR COVER IS NEEDED RIM: 4702.70 MH HEIGHT: 4.4T ¢ o Y o PROPOSED WATER MAIN SUMP: 4696.80 ^ FOR TRAFFIC RATING ON ALL STORM PIPE. MIT HEIGHT: 6.4T 2. BACKFILL TYPE FOR STORM DRAIN WITHIN ROAD RIGHT-OF-WAYS TO BE 471 SUMP: 4696.23 18" INV IN:4697.55 (W) m m TYPE A BACKFILL PER MPW. PIPE BACKFILL TO BE IN ACCORDANCE WITH 6j9, 12' INV IN:169�95 (N) 4697.91 II 46.0' of 18" A-2000 COB STANDARD DRAWING NO. 02221-1. 18" INV IN:�69�-4&(W) 4697.2 18" INV OUT:'-+.+9=�5(E)4697.53 0 > o STORM 0 0.48% 18" IN OUT:i69G98(NE) 4697.0 a w a 3. BACKFILL TYPE FOR STORM DRAIN OUTSIDE OF THE ROAD W-2 < w < w W-1. RIGHT-OF-WAYS TO BE TYPE C BACKFILL PER MPW. PIPE BACKFILL TO SDMH 23+35.00 BE IN ACCORDANCE WITH COB STANDARD DRAWING NO. 02221-1. A SDMH 23+35.00 WHEAT DRIVE ALIGNMENT 470 WHEAT DRIVE ALIGNMENT 705 SEE SHEET C2.1 49q 1+81 SEE SHEET C21 1.12% - - -I- - _� PROPOSED SEWER MAIN STORM PIPE CROSSING _ _ - - - 30.5' of 12" A-2000 SEE SHEET C1.7 _ - - STORM @ 0.54% 470 700 PROPOSED CONCRETE CAP ABOVE PIPELINE 92,7 of 18 A-2000 166.E of 18 A-2000 PER C5.2 DETAIL 4 W / 1 SDMH 23+69.33 WHEAT DRIVE ALIGNMENT 0 5 SEE SHEET C2.1 469 0 5, 695 APPROXIMATE LOCATION OF EXISTING UNDERGROUND GAS LINE CROSSINGS (±STA 17+98.96), DEPTH F-8 UNKNOWN. CONTRACTOR SHALL FIELD VERIFY LOCATION, DEPTH, AND COORDINATE CROSSING WITH 24"x36" INLET APPLICABLE UTILITY SERVICE PROVIDER & ENGINEER PRIOR TO CONSTRUCTION. CONTRACTOR SHALL STA 20+57.83, OFF:16.5OR TAKE APPROPRIATE CAUTION WHILE WORKING IN PROXIMITY TO EXISTING UNDERGROUND UTILITIES. 68.4' of 18" A-2000 GRATE FLOW LINE: 4701.27 469 STORM ®0.41% MH HEIGHT: 3.91' 690 SUMP: 4697.37 _ 12' INV OUT:". -==(S) APPROXIMATE LOCATION OF ABANDONED UNDERGROUND GAS LINE-CROSSINGS (±STA 21+71.06), 4698.06 DEPTH UNKNOWN. CONTRACTOR TO VERIFY ABANDONMENT PRIOR TO CONSTRUCTION. 468 685 u>� rn� n� m0 ON n"' 0"� NO IM �� 7^ 0 �^ 1) N'n OON O� �r7 �n n m 0o]ON Oico cdRN nN NO rMN poJ ^p uj of ij c1 cl NN N)N 'in n n n Nr N^ r ^r Or O� O� O� O� 0� o 00 00 O O O n�^a ny ny ny ny as n� ^� a ^l I a a a a a a a a a a a a a n o o o o o o o o o o 0 0 o o 0 0 0 0 0 0 o o o o n + + + + + + + + + + + + + + + + + + + + + ]PR®FILE VIEW-FAUNA STREET&STORM[(STA.14+82.92-24+s®" NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE FEET VERTICAL SCALE FEET CNTgN }� �? }�7 PROJECT #:14-167.10 SHEET 1 MOVED W-3 & F-10, GONG. CAP EJF 11 18 2022 0 50 100 0 5 10 eP q NORTH PARK DEVELOPMENT - PHASE 2 DESIGN 32 DISCOVERY DRIVE � DATE: 07/17/2024 oar scow Ap! BOZEMAN,MT 59718 Civil Engineering C2. * a ROMEv * �q ��°'��4�q'� �°'�®� ��4 PHONE(406)582-0221 Geotechnical Engineering PLAN & PROFILE jO No.acne PE FAX(406)582-5770 ALLIED PROJECT ENGINEER: REP DRAWN BY: EVR, EJF q` w allieden ineeringmc Land Surveying UMNmNNG Fss`'°E" BOZEMAN MONTANA 9 sExvrc<s me NORTH PARR DESIGN DESIGNED BY: RSR,BDA,ASG REVIEWED BY: REP A 9 °'�e.x P��i°``9•h" FAUNA STREET&STORM u / 20.0' WIDE EXISTING /r - WORK AREA/ACCESS ROAD / // -L / DOC #2541395 --- TO BE ABANDONED WITH NEW / 40.0' WIDE / /J- / T - - - - / / -_____ -- CELL TOWER ACCESS EASEMENT / / / I YELLOWSTONE PIPELINE // / / p _ _-- _ / __ EASEMENT PER / Bk I '+' Pg122 'PRIVATE DRIVE 24.0 WIDE EXISTING 40.0' WIDE EXISTING ROW / / \ / EASEMENT DOC. 2556288 APPROACH PER COB / # / / / / � � STD DWG 02529-11 ACCESS EASEMENT Docs. #2050420 - --- / AND #2555167 TO BE ABANDONED AS PART OF THIS PROJECT 40.0' UTILITY AND ACCESS EASEMENT PROPERTY BOUNDARY / / / \ \ SEE SHEET C1.6 FOR POND #3 \INFRASTRUCTURE DETAILS / r DETENTION POND EASEMENT \\SEE ELECTRICAL PLANS -- ------__-- _ _--- 10.0' WIDE PUBLIC UTILITY EASEMENT / 30.0' EXISTING SEWER' 1 \ 20.0' WIDE GRAVEL ACCESS ROAD EASEMENT PER DETAIL C/C5.1 20.0' WIDE WATER / I Doc. #310478 1 PIPELINE EASEMENT / Fm155, Pg4115 11 Doc. #2066505 EXTENTS OF RECENT RAILROAD -- ---- - ------ - ------- 1- \ O GRADING / -- - -- --- - - -- --- -------------- ---------- -- P - W AIiEAT I)RIOE=- - - - - �---�- �R.-� -I UTILITY AND EMERGENCY ACCESS / DE EXISTING CELL PHONED IWERE DRAINAGE EASEMENT SEE SHEEIN 1.7 &U CTUREOR MAIN STORM Rs 8 / S SHEET FOR ADDITONAL Ag86 INFORMATION ON PROPOSED NGES PLAN VIEW-UTILITY AND EMERGENCY ACCESS(STA.0+00-8+00) HIGH PT STA: 5+84.05 HIGH PTA ELEV: 4682.43 RECORD PVI STA:5+93.15 470 HIGH PT ELEV: 4637.55 LOW PT TA: 3+58.2 PVI ELEV:4682.72 700 P I STA:1+74. 7 LOW PT ELEV: 4682.9 K:9.10 DRAWIA��1 GRADE BREAK STA = 0+45.00 PVI S A:3+08.19 LVC:50.00 ELEV = 4688.76 P ELEV:4686. 9 PVI EL V:4683.32 BVCS: 5+68.14 K:92.44 K 57.05 BVCE: 4682.29 LVC:100.00 EVCS: 6+18.14 469 o, EVCE: 4681.79 695 ro ro a o N o o LOW T STA: 5+14.55 WHEAT N^� N m N LOW T ELEV: 46 1.64 LOW PT TA: 6+83.2 DRIVE +I +m '� '� P STA:5+23. 2 WHEAT DRIVE FINISHED GRADE EDGE fd NI N + PV ELEV:4681. 0 LOW PT LEV: 4680.1 OF ROW On L:i w .. K:19 27 PVI S A:6+58.26 469 PVI EL V:4680.28 LOW PT STA: 6+98.53 690 >> o� K 15.40 m m w w >> >> LOW PT ELEV: 4680.12 -i.$2% mm ww N N LV :50.00 PVI STA:6+97.45 N m. m. PVI ELEV:4680.09 + + N o K:27.17 468 FINISHED GROUND a +m +m LVC:25.00 BVCS: 6+84.95 685 6' BVCE: 4680.15 WHEAT DRIVE FINISHED GRADE > > Gil'' Gi EVCS: 7+09.95 TYPICAL 4:1 DAYLIGHTING SLOPE -2.60% _ -0.85% m >> >w EVCE: 4680.14 GRADE BREAK STA = 8+01.43 m m w ELEV = 4680.52 468 EXISTING GROUND 1.75% - 0 42% -3.75% 1 680 2.3' COVER -0.50% E 467 675 PROPOSED 30" A-2000 STORM.CROSSING STORM DRAIN CROSSING AND 467 ACCESS ROAD PROFILE GRADING 670 SHIFTED 18.8' TO THE NORTH 466 665 O 00 Nd rN Onh r W W N O O � Ord Nrn OM �O MO N r [p O O ' M N N O O O O a0 r r f0 a pj tV (V N N O O O O o p) 00 �W pup) pup) WM .0 W� �W �OJ �W �� DDm WM pu D) pow �m [O 10 !24 0. 0. �t0 �[O �[O �t0 �� cD �[O �[p �[O �[O rp[O �. a a� v� a� a� a� a� a� v� a� v� a� 10 41 0 o O o 0 0 0 0 0 0 0 0 0 0 0 0 o co O + O + O + O + + + + �+ o �+ o �+ o + + + + + + + + + + + + + + + + + + + N N PROFILE VIEW-UTILITY AND EMERGENCY ACCESS(STA.®+®®-8+00) NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE FEET VERTICAL SCALE FEET �NTq PROJECT #:14-167.10 SHEET 0 50 100 0 5 10 eP Nq 1�Y®1f�'If'lf if P A TAK lf�lf'q�f'1f'q 1f ®1f�T�Af1f.'NT _ lf�lf if 3�S'lf'q 2 T�lEq DESIGN 32 DISCOVERY DRIVE � DATE: 07/17/2024 �y�o� Der sco NORTH[O L L7L PARK il C�LA DEVELOPMENT fi Le C ANll CeA� PHASE ll JLe l r u A� BOZEMAN,MT 59718 Civil Engineering C * a RouEv * �'�`��'�`� EMERGENCY��JLe4�� ACCESS�� '�`��d�4'�` STORM PHONE(405)582-0221 Geotechnical Engineering PLAN A, PROFILE N.acne PP FAX(406)582-5770 ALLIED PROJECT ENGINEER: RSR DRAWN BY: EVR, EJF q` w allieden ineering.com Land Surveying UMNm11NG FSs,' BOZEMAN M®NTANA 9 NORTH PARK DESIGN DESIGNED BY: RSR,BDA,ASG REVIEWED BY: RSR A 9 °' ``9•ho UTILITY&EMERGENCY 0 I / � - w w w w w w w w w / w yr w w w w / w / w w w w w w/ o STA:27+89.73 w w - V (WHEAT DRIVE) -—- / WIIEAT DRIVE // I / s s sus s s s / o s s s 5• .. a .,♦ FV DRIVEWAY APPROACH CURB PER / ��'�� s s s s-s s s s s / „.•• ,•'tc COB STANDARD DETAIL 02529-11 \t•• / �/ EX. SANITARY / / •'�' •y' CONCRETE APPROACH SEWER MAIN i • ------ �� / / I "•• •..::•, an'. .?•!.. .. \ APRON 0.0' WIDE WHEAT DRIVE UTILITY o� --- -- / CURB & GUTTER y ! �.I % \ N EASEMENT SEE ELECTRICAL PLANS o • �• '.•�; 24' • / \ / WHEAT DRIVE I "�• - / EDGE OF SIDEWALK EXISTING UNDERGROUND /i + j \ \\ N6� ` \ /SOIL PIPELINE (PHILLIPS 66) �`O / �9 oy ' ACCESS EASEMENT R45.4' \\ PROPOSED ACCESS WHEAT DRIVE \ �o EDGE OF PAVEMENT /r_ EDGE GF Row EXISTING CELL I TOWER EASEMENT \ \ ----- ----- --- I I I \\ \\ EX. FENCE �'b 469I I PROPOSED ACCESS \ \ R70.0' -- o / EDGE OF PAVEMENT \\ \ -96y I EXISTING ACCESS EASEMENT / I I TO BE ABANDONED EX. CELL / ACCESS EASEMENT \ \ o TOWER // --- ————— — ——————— o PROPOSED STORM \ \ - / DRAINAGE POND SEE D/C FOR ACCESS S �q4g ROAD SECTION DETAIL \ //III __ �30.0' WIDE STORM DRAINAGE EXISNG PRESSUREUGASRTR AN SMISSION J I PROPERTY BOUNDARY \ i EASEMENT —� p LINE (NORTHWESTERN ENERGY) EXISTING UNDERGROUND UTILITIES \ \ I iF--- ------- ------- -- / I III —_ ————————— ————— -------- I PLAIN VIEW-CELL TOWER ACCESS ROAD HIGH PT STA: 0+46.67 LOW PT STA: 1+20.91 HIGH PT ELEV: 4695.26 LOW PT ELEV: 4689.96 PVI STA:0+59.19 PVI STA:1+08.39 PVI ELEV:4695.00 PVI ELEV:4690.33 K:3.33 K:3.85 LVC:25.00 LVC:25.00 r�<o INN �N -l0 WHEAT DRIVE EDGE OF ROW -2.007 470 700 0 0 o -y GRADE BREAK STA = 0+42.79 ELEV = 4695.26 ci CELL TOWER o 0 >m ACCESS ROAD m m w w WHEAT DRIVE °� FINISHED GRADE FINISHED GRADE 469 695 RECORD - ��q� CONCRETE APRON — — — — — _ _ _ — — \\\ll 469 - .00% 690 WHEAT DRIVE EXISTING GROUND SIDEWALK GRADE BREAK STA = 1+23.30 ELEV = 4689.88 468 685 M ON o'o O a a� as a o 0 0 0 o in o in + + + + 0 0 PROFILE VIEW-CELL TOWER ACCESS ROAD NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE FEET VERTICAL SCALE FEET ONTA NORTH �I�+r p�}��ryp}��r�py T�??�y�? }��?}�7 �}�}� �? T��? w}�7 PROJECT #:14-167.10 SHEET 0 10 20 0 5 10 l�T®RTH PARK]1 DEVELOPMENT JL'eL®PAN'JLENT _ PJ[]LASE 2 DESIGN 32 DISCOVERY DRIVE � DATE: 07/17/2024 ��oq oRY scow �?T� }��y-a TOWER � y �7 BOZEMAN,MT 59718 Civil Engineering / * a ZMEY * PROPOSED CELL 'JL O \Y E4 R ACCESSPLA & PROFILE PHONE(406)582-0221 Geotechnical Engineering TOWER ACCESS N..-76 PEFAX(406)582-5770 ALLIED PROJECT ENGINEER: RSR DRAWN BY: EVR, EJF q` —allieden ineeringmc Land Surveying ENGINEERING Fss`'E E° BOZEMAN MONTANA 9 s au+c NORTH PARK DESIGN DESIGNED BY: RSR,BDA,ASG REVIEWED BY: RSR A ➢ °�e.:�v�oia``9•ho CELL TOWER ACCESS I I \ \ \ \ \ a I I I \ 46s8 \ I - - -4701- \ \ \ \\I�� END OF UTILITY CULVERT\\ \ \ \ ALIGNMENT-WHEAT DRIVE \\ STATION=24+30.19 ` OFFSET=48.78R NORTHING=534989.57 IEIASTING=1572346.69 \ TBC l' \ 4702.91 c \ ` 4700 ` IF------- `Z' (2 \ °' \ RADIUS POINT \ y OFFSET:39.00R \ \ PROPOSED HYDRANT STA: 24+10.01 _______ \ -------------- ,> OFFSET: 24.00R 7p2 STA: 24+10.01 TBC = 4703.18 - ` OFFSET: 22.00R - - -14.0' \ EOP - 47( RAMP 5 0' R15.O' \ ---STA 24+01.92 24�00, > STA: 22+08.64 \ LVT J J OFFSET: 38.00E SPED. RAMPS �� OFFSET: 17.SOR ` STA: C EOCI= 4703.59 \\ sy -t 5% \ OFFS BC EL 4701+71 - N TBC = 4702.91 \ \ WATER MAIN -4703- _ _ STA: 23+80.93 4703.70 43 a. STA: 22+25.46- o = 4703.44 i - -----�-- - - 48.0' - - _ o SEWER-MAIN - N -- - - - ---- ------ R�o FAUNA STREET - I g° N L----1---- m I 1 i _dI° � I PED. RAMP M -I- - - - s STA: 22+08.29 --- R75.0' OFFSET: 17.50E `� STORM MAIN STA: 20+57.83 \ TBC = 4703.38 OFFSET: 17.50E STA: 23+53.92 PED. RAMP 0,5% 1r \ 4-.. `� TBC = 4701.71 i OFFSET: 38.00L 1 27 ` a EOC = 4704.54 PED. RAMP OQ)I STA: 23+45.01 CONCRETE SIDEWALK OFFSET: 24.00R --- ------ TBC = 4704.42 a RADIUS POINT ------------>�------------------- a------ ---- ---- STA: 23+45.01 c --------------�- _ --I- I STA: 23+35.00 STA: 23+35.00 STA\5.00 OFFSET- 39.00R 4703 1 STA: 23+35.00 OFFSET: 22.00E 1 ~\ OFFSET: 24.00L EDP = 4704.22 OFFSET: 22.00R OFFSET: 24.00R -1_ - - - - - ` c _ TBC = 4704.60 i EOP = 4704.221 TBC = 4704.60 1 o \� EXISTING ABANDONED \` \�� UNDERGROUND GAS LI NE � �L\------- _ 1 -4704 CONTRACTOR SHALL VERIFY JJ \ ABANDONMENT PRIOR TO L 1 CONSTRUCTION. a° \` \ 1 i STA: 23+05.92 SEE ELECTRICAL PLANS CL = 4705.02 XO 2300 olp DRAWIN RECOR _ -4705- NO. REVISIONS DRAWN BY DATE 0 10 20 30 �ONTq 9 PROJECT #:14-167.10 SHEET NORTH PARK DEVELOPMENT PHASE 2 DESIGN 32 DISCOVERY DRIVE DATE: 07/17/2024 BOZEMAN,MT 59718 Civil Engineering Q SCALE (FEET) * aoRaaevRY � INTERSECTION e �]��4`�'� ��4 �� °'�' PHONE(406)582-0221 Geotechnical Engineering INTERSECTION GRADING ��olJ� FAX(406)582-5770 ALL PROJECT ENGINEER: RSR DRAWN BY: EVR, EJF Ho.<0"6 PE = _Alliedengineering.wm Land Surveying EN6INEERIN6 "I'll 1 1 BOZEIV[AN MONTANA NORTH]PARK DESIGN DESIGNED BY: RSR,BDA,ASG REVIEWED BY: RSR A 9 °'�ersea,o�e°y9•�o WHEiAT&ROAD B STA: � GRADE AWAY FOR 2+28.00 _`POSITIVE DRAINAGE OFFSET: 60.00R �- EOG = 4686.57 STA: 1+74.87 4686.67 /o - - 20.0' I l EXISTING ROAD (TO BE REMOVED) QIP 20:0' \ ° STA: 32+08.00 OFFSET: 60.00R EOG = 4686.1 I 87 / � 87.0 I I I I I I \ EDGE OF ACCESS ROAD�(\ / / / \\ // \ 0 / STA: 6 '�' CL = 4687.5687.55 \ \ / % I I RADIUS POINT \ 120.0' I I STA: 31+80.00 1 I I I OFFSET: 50.00R S"`S / STA: 1+0225 CL = 4687.90 WATER MAIN \ / I STA: R28.O" i ^� II IIII / / � SEWER MAIN OFFSEET:T: 0.00 n \.00 'Q>9 I I I O-FT WIDE GRAVEL ACCESS ROAD EOG 4687:47 I / 4687.5 N I SEE SHEET C2.6 FOR ROAD PROFILE - I I SEE C/C5.1 FOR ROAD SECTION GRAVEL HAMMERHEAD TURN-AROUND \ � I I � ACCESS ALIGNMENT 48.0' \ 0 STORM POND #3 TBC 1468792 STA: 32+28.00 \ 1 / DRIVEWAY APPROACH STA: 31+29. \ OFFSET: 60.00L d \ I I 1 \` / PER COB STANDARD \ EOG = 4688.67 \ 42 DETAIL 02529-11 46885 \ I - OFFSET: 24.00R / I N TBC 4687.80 w ,6° R28.0' STA: 31+29.42 OFFSET 22.00R \ 4687.77, A STA: 31+09.42 \\ 'MW / OFFSET: 24.00R ok S 8yo �69y \O d+�j I 1 TBC = 4688.05 \\ / °?\ \s�, �4 \ STA: 31+09. 8) I I I OFFSET: 22.00R 'S I I I EOP = 4688.03 o` 4688.0 1 I I STA: 31+14.44 RADIUS POINT \ I I CL = 4688.62 / \ oi< STA: 31+80.00 OFFSET: 50.00E - `� \° STA: 32+08.00 v\ OFFSET: 60.00L EDP = 4688.86 I I I p \ / `\\ \ o STA: 30+69.55 / o \ I I I ,5�� \ OFFSET: 24.00R / ` \ I \\ TBC = 4689.01 / \ STA: 30+69.55 / \ ok AI`� \ I STORM DEAN INLET OFFSET 22.00R / EOP = 4688:64 RECORD - `� \ \o DRAWING V' �A V�lJl SEE ELECTRICAL PLANS o v V ok ` N 4689, w � -4688- STA: 3 - 0+69.55 - ___ \\ 1 STA: 30+69.55� OFFSET: 22.0 0E \\ �\-OZ"\ \OBC ET-FFS :689.01� E\ \4\8"\\ 3i NO. REVISIONS DRAWN BY DATE 0 10 20 30 NORTH �� '+ �p�p DEVELOPMENT }��?}�7 �? DESIGN PROJECT #:14-167.10 �pNTA yq A (`®R L P2�C�LA �JCe Y CeL®PAN L GA�T _ PHASJG SHEET 32 DISCOVERY DRIVE DATE: 07/17/2024 BOZEMAN,MT 59718 Civil Engineering SCALE (FEET) * reo-EvRY � ��'�`�`-1��°�q '��®� e �]��q�'� �'�`��'��(��4�°�° PHONE(406)582-0221 Geotechnical Engineering INTERSECTION GRADING ��v� FAX(406)582-5770 ALLIED PROJECT ENGINEER: PER DRAWN BY: EVR, EJF Ho.<0"6 PE = -Alliedengineering.wm Land Surveying EMINEENIrM F�;-E BOZEMANI 1�ONTANA NORTH PARK oEsdoN DESIGNED BY: RSR,BDA,ASG REVIEWED BY: RSR A 9 °'�ersea,o�e°y9•�o WHEAT&UTILITY RECORD DRAWING i END OF UTILITY CULVERT \UT I I I \ I ALIGNMENT=FLORA LANE I dN-0 STATION=15+16.75 \ OFFSET=34.29R I I NORTHING=534959.36 1 \ / FASTING=1573028.47 24.0' WIDE GRAVEL N WE ACCESS ROAD SEE DETAIL C/C5.1 68.0' I FEE - PROVIDE DROP CURB AND CONCRETE APRON TO SIDEWALK FOR NWE ACCESS ROAD PER COB STANDARD DRAWING 02529-11 Aj STA: 15+06.84 - - ---- OFFSET: 17.50R / A O TBC = 4720.02 / STA: 15+51.46 OFFSET: 17.50R TBC TBC = 4719.62 - 4720.1 TBC: 472 5 ^ \ i. 0.87 --� STA: 15+51.46 -1.2% OFFSET: 15.50R _ EOP 4719.25 h 'wV 90• 3.0, -471 STA: 15+51.46/ o CL = 4719.71 STA: 14+82.92 I I I 11AUNA6T - 31-:0'- _ CL = 4720.69 / I � I I / k'�°I° I o STA: 14+82.91 I q• _�8y �` OFFSEL 17.SOR I I I I � i TBC 4721.04 STA: 15+51.46 �25q i � �I�� OFFSET: 15.50E \ I I EOP = 4719.37 -J -.a% 2 % 4>27D SEE ELECTRICALPLANS I I -2.8% STA: 15+51.46 STA; 15+15.57 \ OFFSET: 17.50E OFFSET: 17.50L ^ TBC = 4719.75 / TBC = 4720.76 r -2.5% \ I I \ I I I_-------------1_--------------------- ---- ------------------ STA:. 14+50.26 m s. 0 / RADIUS POINT OFFSET: 17.50E I y I I �1^ STA: 14+50.26 TBC = 4721.43 a / OFFSET: 32.50L \ I I .S 31.0' \ I n I � \ -- - -- - - -4720- 5' CONCRETE SIDEWALK j I SEWER MAIN \ \ I I WATER MAIN \ ! \ 5 CONCRETE SIDEWALK \ I IN, \ 14 DOA�d,2 I I I I / IN, I I I �! cp I o 0. 3� NO. REVISIONS DRAWN BY DATE 0 10 20 30 �ONTq 9 PROJECT #:14-167.10 SHEET` N NORTHPARK DEVELOPMENT _ PHASE DESIGN V 32 DISCOVERY DRIVE DATE: 07/17/2024 �7 BOZEMAN,MT 59718 Civil Engineering ¶ SCALE (FEET) * ao-EY� INTERSECTION ION - FLORA LN & ]FAUNA ST PHONE(406)582-0221 Geotechnical Engineering INTERSECTION GRADING C�vIl® FAX(406)582-5770 ALL PROJECT ENGINEER: RSR DRAWN BY: EVR, EJF Ho.<0"6 PE = -Alliedengineering.wm Land Surveying EN6INEERIN6 �Ss'°E"�`°�� BOZElV[AN MONTANA NORTH]PARK DESIGN DESIGNED BY: RSR,BDA,ASG REVIEWED BY: REP A 9 °'�e.:ea„�°`i ROAD B Do�EI I o y 6.0' WIDE SIDEWALK U SEE ELECTRICAL PLANS 14 0' R2-1 (35) (24" X 30") STA:17+10.45 a OFF:27.00'R PROPOSED STRIPING- STA:16+16.45If _ OFF:10.50'R 5.0' BIKE LANE PROPOSED STRIPING \ STA:16+16.45 WHEAT DRIVE o \ o 0 10.5' REMOVE DEAD END BARRICADE OFF:O.00' N o 0 0o FROM PHASE 1 o 10.5' m (2) 4" YELLOW EPDXY STRIPING co 5.0' BIKE LANE BIKE LANE SYMBOL THERMOPLASTIC (TYP.) 4.0' 8.0' 00}bl PHASE LINE PROPOSED STRIPING_ 14.0' 5 OFF.10.501 BIKE LANE (TYP.) - I STA:1 -- (2) 4" WHITE EPDXY STRIPING .50'L NOTES: 1. PER CITY OF BOZEMAN DESIGN STANDARDS SECTION IV.H - UNLESS 6.0' WIDE SIDEWALK OTHERWISE APPROVED, ALL TRANSVERSE MARKINGS, WORDS AND SYMBOLS, AND 8" OR LARGER LANE LINE PAVEMENT MARKINGS SHALL BE INLAID THERMOPLASTIC OR PRE-FORMED PLASTIC TAPE. ALL OTHER MARKINGS MAY BE EITHER INLAID OR PERFORMED THERMOPLASTIC OR ---------- EPDXY PAINT 2. MATERIAL TYPES SHALL BE IN ACCORDANCE WITH SECTION 02581 AND 02582 OF MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 6TH EDITION. I I ��0 y v R7-1(a)L (12" X 18") N I� SKEWR7-1(45' TO FACE OFCURB p, SKEW 45' TO FACE OF CURB o STA:F:65.8 87 '� STA:25.66'R 7 �IFq 11 OIJL D OFF.65.86'R I� OFF:65.66'R JJJJ1111�000�1}1) ,.}�/�}��J1�JJJLLL 1d�/'V 1 Ri-1 (30" X 30") I� I 8" WHITE THERMOPLASTIC (TYP.) D I I H\ \\/\\/ IN .r 1 D3-1 (2) JJJlllillll////JL�1d V V JJJLLL AAA �Jl �y R7-1(a)R (12" X 18") STA:23+98.95 W11-2 (30" X 30") 0 R7-1(a)L (12" X 18") SKEW 45' TO FACE OF CURB OFF:50.00'R W16-7P (24" X 12') SKEW 45' TO FACE OF CURB STA:24+28.75 STA:23+43.07 STA:23+26.41 OFF:26.00'R OO ZZ OFF 27.50'R OFF:26.00'R R2-1 (35) (24" X 30") STA:25+08.75 I OFF:27.00'R PROPOSED STRIPING STA:24+12.16 n OFF:10.50'R 0 PROPOSED STRIPING- STA:23+40.16 TYPE B CROSSING PER COB STD DWG 02581-2 (TYP.) WHITE THERMOPLASTIC IOFF. 0.50'R F PROPOSED STRIPING PROPOSED STRIPING o ao o STA:24+12.22 0 STA:23+43.22 0 o OFF:0.00' Cg OFF:0.00' D o __ _ o WHEAT DRIVE o N N /...µµµ+�� (2) 4" YELLOW STRIPING 10.S d N I I N N 5.0' BIKE LANE N d PROPOSED STRIPING w STA:23+43.27 d0 OFF:10.50'L SEE ELECTRICAL PLANS 14.0' BIKE LANE (TYP.) PROPOSED STRIPING YELLOW CURB (2) 4" WHITE EPDXY STRIPING STA:24+15.28 - OFF:10.50'L EPDXY (TYP.) 6.0' WIDE SIDEWALK R7-1L (12" X 18") W11-2 (30" X 30") m R7-1R (12" X 18") R2-1 (35) (24" X 30") SKEW 45' TO FACE OF CURB W16-7P (24" X 12") SKEW 45' TO FACE OF CURB STA:24+29.03 STA:22+46.69 STA:24+12.37 STA:23+26.69 OFF:26.00'L OFF:27.50'L OFF:26.00'L OFF:27.00'L I I 3i NO. REVISIONS DRAWN BY DATE 0 20 40 60 �ONTgNq y�7 �? PROJECT g:14-167.10 SHEET 1 WHEAT STOP CONTROL REMOVED EJF 02 06 2023 b®J®][gTH PARK DEVELOPMENT _ PHASE 2 DESIGN\y 32 DISCOVERY DRIVE � DATE: 0 RORY e 7/17/2024 ��e�� 7p,p�v BOZEMAN,MT 59718 Civil Engineering SCALE (FEET) e Ev ��A�(S�1�l.YE PLAN PHONE(406)582-0221 Geotechnical Engineering ALLIED FAxeden 6 eering. Land Surveying EMINEMIrM PROJECT ENGINEER: RSR DRAWN BY: EVR, EJF Ho.<0"6 PE = www.alliedengineering.wm �Ss'°E BOZEN1[AN MONTANA a�xnc�eic NORTH PARK DESIGN DESIGNED BY: RSR,BDA,ASG REVIEWED BY: RSR A 9 °'�e.:ea„�°°y9•�o .SIGNAGE PLAN PROPOSED UTILITY ACCESS 'III 4687__<� � PROPOSED PROPOSED STORM POND 3 � � a`a HAMMERHEAD I ® EXISTING FENCE TURNAROUND AROUND CELL TOWER SITE \ PROPOSED BIKE LANE SYMBOL THERMOPLASTIC (TYP.) ' BIKE LANE DGEACCE OF SS PROPOSED STRIPING PROPOSED ACCESS CONCRETE PAVEMENT STA:31+80.00 APPROACH APRON OFF: 10.50'R (SEE SHEET C2.7) (SEE SHEET C2.7) DEAD END BARRICADE PROPOSED STRIPING CONSTRUCT PER COB DETAIL NO. 09810-2 I STA:31+80.00 OFF:0.00' g I a o WHEAT DRIVE o ——_— --- — -- — 4- — n �I (2) 4" YELLOW EPDXY STRIPING �' o PROPOSED STRIPING N STA:31+80.00 .+• —i OFF:10.50'L / I BIKE LANE (TYP.) / SEE ELECTRICAL PLANS (2) 4" WHITE EPDXY STRIPING o° NOTES: 9� 46g1 1. PER CITY OF BOZEMAN DESIGN STANDARDS A� SECTION IV.H — UNLESS OTHERWISE APPROVED, ALL I — TRANSVERSE MARKINGS, WORDS AND SYMBOLS, AND L 8" OR LARGER LANE LINE PAVEMENT MARKINGS 46g2 SHALL BE INLAID THERMOPLASTIC OR PRE—FORMED PLASTIC TAPE. ALL OTHER MARKINGS MAY BE EITHER INLAID OR PERFORMED THERMOPLASTIC OR EPDXY PAINT 2. MATERIAL TYPES SHALL BE IN ACCORDANCE WITH _OIL OIL OIL OIL OIL OIL OIL OIL OIL OIL OIL OIL OIL OIL OIL OIL OIL OIL OIL OIL OIL OIL OIL OIL OIL of 0 0 SECTION 02581 AND 02582 OF MONTANA PUBLIC ^ kyg4 WORKS STANDARD SPECIFICATIONS, 6TH EDITION. I r co /q0 I I PROPOSED ACCESS Icc + \ EDGE OF GRAVEL SEE DETAIL C/C5.1 REMOVE DEAD END BARRIO ADE R7-1R (12" X 18") /r FROM PHASE 1 SKEW 45' TO FACE OF CURB PROVIDE DROP CURB AND GJ I bl O STA:15+33.33 CONCRETE APRON TO SIDEWALK PER O SEE ELECTRICAL PLANS PHASE LINE OFF:19.50'R COB STANDARD DRAWING 02529-11 YELLOW CURB EPDXY (TYP.) —FAUNA ST a I r� SEE ELECTRICAL PLANS � r CULTIVAR ST I a as � POTENTIAL FUTURE R7-1(a)L (12" X 18") S Os as OS OS O APPROACH PER COB SKEW 45' TO FACE OF CURB w STD DETAIL 02529-12� STA:15+33.51 I� NOT THIS PROJECT OFF:19.501 IRPNECOIRD g�[y }may I® R7-1L (12" X 18") ��\`/\`/ I\`I SKEW 45' TOOFACE OF CURBSTAN14+32.51 45' TO FACE OF CURB 26.0' V V A V` STA:14+32.33 OFF:19.50'R OFF:19.50'L — I PHASE LINE N� 14I00 REMOVE DEAD END BARRICADE FROM PHASE 1 NO. REVISIONS DRAWN BY DATE 0 20 40 60 �ONTq 9 PROJECT #:14-167.1NORTH PARK DEVELOPMENT PHASE 2 DESIGN 0 SHEET 32 DISCOVERY DRIVE DATE: 07/17/2024 C2.12 �7p,p�v BOZEMAN,MT 59718 Civil Engineering SCALE (FEET) aoeaaev� 0, ��A�(S�1�l.Y� �� PHONE(406)582-0221 Geotechnical Engineering ALLIED FAxeden 68&6770 Land Surveying ENGINEERING PROJECT ENGINEER: RSR DRAWN BY: EVR, EJF Ho.<0"6 PE = www.alliedengineering.wm �Ss'°E" BOZEMAN MONTANA am eic NORTH PARK DESIGN DESIGNED BY: RSR,BDA,ASG REVIEWED BY: RSR A 9 °'�e.:ea„�°°y9•�o .SIGNAGE PLAN SPEED o LIMIT NO NO ROAD NAME STOP PA HEREITOG PAANYNG 3 5 CORD TIME D3-1 8" R2-1 (35) 24" X 30" R1 -1 30" X 30" R7-1 aR 12" X 18" R7-1 R 12" X 18" W11 2 30" X 30" NO NO PARKING PARKING HERETO ANY CORNER T� El R7 1 aL 12" X 18" R7 1 L 12" X 18" W16 7pL 24" X 12" RECORD - DRAWING 6' T 0' 6' Ile BIKE LANE SYMBOL (TYP.) NO. REVISIONS DRAWN BY DATE �ONTgNq PROJECT #:14-167.10 SHEET REr NORTH PARK DEVELOPMENT - PHASE 2 DESIGN32 DISCOVERY DRIVE Civil Engineering � DATE: 07/17/2024 C2o13re°Rrso BOZEMAN,MT 59718 SIGNAGE PLAN PHONE(406)582-0221 Geotechnical Engineering ALLIED PAxeden 58&577° Land Surveying EN6►REER►N6 PROJECT ENGINEER: RSR DRAWN BY: EVR, EJF Ho.<0"6 PE = www.alliedengineering.wm F��,�E�=Eo�� ]�®�EIV�[<1I�I ICI®I�I�Al�A .�. NORTH PARK DESIGN DESIGNED BY: RSR,BDA,ASG REVIEWED BY: RSR A 9 °'�ersa„��°y9•�o SIIGNAGE PLAN I u I I I I 40.0' WIDE EXISTING ROW PROPERTY EASEMENT DOC. # 2556288 LINE PROPOSED UTILITY CULVERTS m l (1) 15" AND (5) 12" A-2000 PVC ~ —_ W EXISTING 60.0' WIDE PUBLIC ROAD & UTILITY EXISTING NWE HIGH PRESSURE GAS TRANSMISSION LINE EASEMENT PER DOC. #2522520 EXISTING 12" STEEL GAS MAIN I 20.0' WIDE r I EXISTING UTILI T` 24.0' WIDE GRAVEL ACCESS ROAD TO NORTHWESTERN ENERGY GATE STATION. SEE C/C5.1 MATCH EXISTING EASEMENT GRAVEL ACCESS ROAD DOC. #2375124 � a o s � I I I I I I I FLORA LA^e E o — — — — — — — TRAC,'T 4-B I I 10' �1ti ti� ti� o O ro c y o L o EXISTING ROW DEED I a — — — — DOC. #2547026 � I _SEE ELECTRICAL PLANS I—————— _ I --- o s 0 EXISTING FENCE AROUND e NWE GATE STATION � I —r --4720 o —— —— ————— EXISTING 4" PLASTIC GAS MAIN GRADE DITCH AWAY TO THE WEST TO DRAIN I I I PRIVATE DRIVE APPROACH PER COB STD DWG 02529-11 O k1ry AN Nb m I I PLAN VIEW—NO STERN ENERGY ACCESS ROAD HIGH PT STA: 0+32.49 LOW PT STA: 1+00.67 HIGH PT ELEV: 4720.86 LOW PT ELEV: 4717.35 PVI STA:0+45.00 PVI STA:0+88.16 PVI ELEV:4720.61 PVI ELEV:4717.59 K:5.00 K:4.90 LVC:25.00 LVCt 25.00 473 y n 730 N O r O N t n MN + r O� O� O� Uj LJ uj W N LJ >1 j> >1 >1 MM W W m0] W 472 N 725 <r n -2.00% a � ro �n n 472 720 GRADE BREAK STA = 0+30.00 �'0p9 �FINISHEDGRADE AT CL OF ACCESS ROADELEV = 4720.91ISTING GROUND- - a w _ MATCH EXISTING -1.90q GRAVEL ACCESS ROAD 471 — _ 715 PROPOSED UTILITY CULVERTS — — (1) 15" AND (5) 12" A-2000 PVC _ — — — — — — — SSMH #B.4 z 471 710 RECORD 470 705 DRAWING O N'n MOB o N OJ O h ^cp 1 i O O+ + i11 + i11 m + + + + + + + + + O O {q �r7 � �c }�� ,�7 ACCESS c T'p N M M M PROFILE VIEW Y Y NORTHWESTERN 9'V ESTER1� ENERGY ACCE S ROAD HORIZONTAL SCALE FEET VERTICAL SCALE FEET PROJECT :14-167.10 N0. REVISIONS DRAWN BY DATE # ][3$E"J(` ONTAN 0 20 40 0 4 8 eP q NORTH PARK DEVELOPMENT - PHASE S°E'q 2 T�E'q SIGN 32 DISCOVERY DRIVE � DATE: 07/17/2024 �-q�o�� oar swrr l �e JLe ba'u b�f 6 v DESIGN v BOZEMAN,MT 59718 Civil Engineering C * a ROMEv * ®�'�`��4�°'�`�q�� -0 A��(��° ®�� PHONE(406)582-0221 Geotechnical Engineering PLAN A, PROFILE No.—76 RE FAX(406)582-5770 ALLIED PROJECT ENGINEER: PER DRAWN BY: EVR, EJF q` —allieden ineeringmc Land Surveying ENGINEERING Fss`'E E° BOZEMAN9 MONTANA 9 s au+c NORTH PARK DESIGN DESIGNED BY: RSR,BDA,ASG REVIEWED BY: RSR A °aes�Roia``9•ho NWE ACCESS ROAD o 0 G o PREVIOUS LOT ,w� LINES (TYP.) c EX.TRACT 2 of \ ° / C.O.S.No.1723 / (FUTURE PHASE) 4 EX.STATE OF MONTANA PARCEL 0 (FUTURE PHASE) "aI / EX.TRACT 1 of C.O.S.No.2Il5353A / (FUTURE PHASE) / 0 NA ! EX.TRACT 2-B of o C.O.S.No.2153A / 4. EX.LOT 1 4MINOR I I `�� // •� I SUB.No.320 (NOT THIS PROJECT) �I I C31 I j WHEAT DRIVE G UTILITY&EMERGENCY —ACCESS ROAD — EX.LEASE AREA I / "TRACT 1" I � (NOT THs PROJECT) _ _ EX.TRACT 4-B of =— — — C.O.S.No.2Il53A EX.LEASE AREA `1 TRACT2'° m I (Nor rws PROJECT) C3.3 FLORA LN U RECORD 0 � DRAWING ° -d NN 7'th AVE. �— — u � r - 3I NO. REVISIONS DRAWN BY DATE 0 250 500 750 NORTH �}� Tp �p�p DEVELOPMENT 7T? }��T?}�7 T? �p TAT? w}�7 PROJECT g:14-167.10 �pNTA yq I�TORT H[ PARK K DEV ]L®]�1�J[]ENT e PHASE 2 llJ/JCeSI�.4A� SHEET B DISCOVERY DRIVE DATE: 0T INDE024 C3a® BOZEMAN,MT 59718 Civil Engineering SCALE (FEET) * re°R Er SANITARY SEWER PLAN & PROFILE SHEET INDEX PHONE(406)582-0221 Geotechnical Engineering SHEET INDEX FAX(406)582-5770 ALLIED PROJECT ENGINEER: RSR DRAWN BY: EVR, EJF F.e�,�Eo:coPEG? —alliedengineering.wm Land Surveying �G NORTH PARK DESIGN DESIGNED BY: RSR,BDA,ASG REVIEWED BY: RSR A ]�®ZElV[�1I�I,ICI®1�T7CAl�� SS P&P SHEET INDEX u REMOVE EXISTING 2-FT MAIN EXTENSION AND REPLACE WITH 61' of 8" DIA. SDR35 @ 0.49% WITH 8" END CAP & PLUG PER COB STD DWG 02730-2 INVERT = 479 1.41 4.55 / A/�ZUNDERGROUND 4794.55REMOVE EXISTING 2-FT MAIN EXTENSION AND REPLACE WITH / APPROXIMATE LOCATION OF ABANDONED59' of 8" DIA. SDR35 @ 0.50% WITH 8" END CAP & PLUG GAS LINE. CONTRACTOR TO EXISTING UTILITY CULVERTS PER COB STD DWG 02730-2 // / VERIFY ABANDONMENT PRIOR TO CONSTRUCTION. FROM PHASE 1 INVERT = 47Rig EX. RIM ELEV:X4702.62 APPROXIMATE LOCATION OF EXISTING UNDERGROUND GAS TRANSMISSION PIPELINE NEW RIM: ± 4703.67 CROSSINGS (±STA 27+41 & ±27+70). CONTRACTOR SHALL FIELD VERIFY LOCATION, d �� START STA: 23+77.69, OFF: 6.11R DEPTH, AND COORDINATE CROSSING WITH APPLICABLE UTILITY SERVICE PROVIDER & D PHASE 2 IMPROVEMENTS it WHEAT DRIVE EX. GRADE RINGS= ± (2) 6", (1) 3" ENGINEER PRIOR TO CONSTRUCTION. CONTRACTOR SHALL TAKE APPROPRIATE I LL STA: 16+35.45 SEE ELECTRICAL PLANS ADD 16" TALL BARREL SECTION CAUTION WHILE WORKING IN PROXIMITY TO EXISTING UNDERGROUND UTILITIES. Ai REMOVE ± 3" OF EX. GRADE RINGS , I -o�+. �-- W l0 0NF -WHEAT -�- lA 111 0 0 -----0N°F 7 /- 00 START OF PHASE 2 IMPROVEMENTS WHEAT DRIVE / EX. MH #9 \ STA: 16+35.45 10 EX. MIT #7 EX. RIM ELEV: 4693.22 NOTES - EX. RIM ELEV: 4707.74 NEW RIM: ±4694.84 PHASE LINE I : NEW RIM: ± 4708.14 / STA: 27+76.54, OFF: 17.01R CORE EXISTING MANHOLE AND CONNECT 1. ALL NEW SANITARY SEWER MAINS SHALL BE 8-INCH, STA: 19+78.85, OF 5.74R I EX. GRADE RINGS= (1) 2" 47' of 8" DIA. SDR35 @ fr3B4o WITH 8" END CAP & PLUG / ASTM D3034, SDR 35, GRAVITY SEWER PVC - UNLESS EX. GRADE RINGS= ± (1) 6", (1) 3" PER COB STD DWG 02730-2 0.49% / ADD 3" OF NEW GRADE RINGS I -✓ -_ NOTED OTHERWISE. ADD 12" TALL BARREL SECTION INVERT = t / I / I & 16" TALL BARREL SECTION/ 2. ALL PIPE BEDDING SHALL BE TYPE 1 IN ACCORDANCE REMOVE ± 7" OF GRADE RINGS 4701.47 WITH COB STD DWG. 02221-1. 3. ALL SEWER MAINS ARE WITHIN PLANNED PAVED 40' WIDE GAS , PROPOSED DETENTION STREETS/ROADS; THUS ALL TRENCH BACKFILL SHALL BE PIPELINE EASEMENT-y '� I POND (GRADING EXTENTS) TYPE A. TO BE ABANDONED 4. INSTALL RIGID BOARD INSULATION IN AREAS WHERE TOP / 40' WIDE YELLOWSTONE OF PIPE IS LESS THAN 5' BURY. // / i PIPE LINE EASEMENT PLANT VIEW-WHEAT DRIVE SANTITARY SEWER(STA:16+00.00 STA 28+00.00) 47z 720 EX. MH #7 EX. RIM:±471'7.74 PROP. RIM:±4708.14 A RIM ELEV:±0.4' fE . MH #8 471 EX. MH HEIGHT:±6.81' . RIM:±4702.62 715 EXISTING UTILITY CULVERTS PRE-DISTURBANCE EXISTING ADD 12" TALL BARREL SECTION OP. RIM:±4703.67 -FROM PHASE 1 GROUND SURFACE REMOVE ±7" OF GRADE RINGS RIM ELEV:±1.05' REMAINING INVERT ELEVATIONS PROPOSED WHEAT DRIVE 10" INV IN:±4701.13 (S) LIKELY 0.12' HIGHER . MH HEIGHT:±8.68'FINISHED GRADE 8" INV IN:+4701.13 (W) D 16" TALL BARREL SECTION 471 10" INV OUT:±4700.93 (N) MOVE ±3" OF EX. GRADE RINGS-REMAINING INVERTS 710 _ 8" INV IN:±Rl-7BYrt�(E) CORE FAUNA 10" INV IN:±4694.14 (S) ELEVATIONS LIKELY - - 4701.25 60' WIDE-18" INV IN:±4694.14 (W)�10.22' HIGHER _ R/W 10" INV OUT:±4693.94 (N) EX. MH #9 EXISTING 10" DIA. PVC SANITARY - 8" INV IN:±4694�4 (E) CORE 4694.36 EX. RIM:+4693.22 SEWER TRUNK LINE @±1.03% PROP. RIM:+4694.84 470 - APPROX LOCATION OF ABANDONED GAS RIM ELEV:±1.62' 705 PIPELINE - VERIFY PRIOR TO CONSTRUCTION EX. MH HEIGHT:±7.27' ADD 3" OF NEW GRADE RINGS & 16" TALL BARREL SECTION 10" INV IN:±4687.15 (S) 470 0 \ 8" INV IN:+4687.15 (W) 700 I mill _ - _ 10" INV OUT:+4685+95 (N) EXISTING 10" DIA. PVC SANITARY 469 SEWER TRUNK LINE @±1.70% _ 695 EXISTING 10" DIA. PVC SANITARY SEWER TRUNK LINE @ ±1.697 469 690 468 685 APPROXIMATE LOCATION OF EXISTING UNDERGROUND GAS TRANSMISSION PIPELINE CROSSINGS (±27+41 & ±27+70). DEPTH UNKNOWN. CONTRACTOR SHALL FIELD VERIFY LOCATION, DEPTH, AND COORDINATE CROSSING WITH APPLICABLE UTILITY SERVICE PROVIDER & ENGINEER PRIOR TO CONSTRUCTION. CONTRACTOR SHALL TAKE APPROPRIATE CAUTION WHILE WORKING IN PROXIMITY TO EXISTING UNDERGROUND UTILITIES. 468 680 M� N. 0 ^ Or r 0 r O� � OD n N 0 � n 00 N N ON OD �� Od QD �O O O M 6- Op N O O OO O Orn OrnOh O^ r O O O O O o) Olp y y na n1 n1 n� na n� na na na na n� n0 na n� na na (Oa (0� r0a (Oa r0a O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O 0 0 0 0 0 0 CO m m O O N N M N N � N N O n n CO N N N N N N N N N N N N PROFILE VIEW-WHEAT DRIVE SANTITARY SEWER(STA:16+00.00-STA:28+00.00) NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE FEET VERTICAL SCALE FEET CNTAN PROJECT #:14-167.10 SHEET 1 ADD BARREL SECTION SSMH #7 EJF 11 29 2022 0 50 100 0 5 10 eP q NORTH PARK RK DEVELOPMENT �[�'q�YEq LOPM T� T - PHASE SE '2 DESIGN S°I(GN 32 DISCOVERY DRIVE � DATE: 07/17/2024 AQ! t ll JLe�Y A� t>\ \tD A� BOZEMAN,MT 59718 Civil Engineering C3.1 reO ROMEI WHEAT DRIVE SANITARY SEWER PLAN & PROFILE PHONE(406)582-0221 Geotechnical Engineering PLAN & PROFILE N..acne PE FAX(406)582-5770 ALLIED PROJECT ENGINEER: PER DRAWN BY: EVR, EJF q` www.allieden ineering.com Land Surveying UMNmNNG FSs,' BOZEMANT MONTTANA 9 NORTH PARK DESIGN DESIGNED BY: RSR,BDA,ASG REVIEWED BY: PER A 9 °Ees�p�oia``9•ho WHEAT DRIVE SS]P&P o O EX. CELL TOWER ACCESS ROAD EX. OIL PIPELINE PROPOSED GRADING EXTENTS - _ _----55' of 8" DIA. SDR35 O 0.53% WITH 8" END CAP & PLUG- ---- - ---- '27 ---L-------------- - PER COB STD DWG 02730-2- 0D, \ / // �\ \ INVERT - "464679.37 110 110 110 110 110 110� 110 110— �io 110 110 110 1i �� fro 110 fro 1io�\iio \ 1i � . \ G ` O ———————————————————————— ———— — — — - -- - - SSMH#1.4_ f------ - --- / , _ _ -------STA:31+12.06 \`\ OFF:0.0 \ � \ o 0 PROPOSED TEMPORARY = _ -- \ HAMMERHEAD TURNAROUND —Y— ' PROPOSED DETENTION POND / (GRADING EXTENTS) i UTILITY & EMERGENCY ACCESS NOTES: SEWER EXTENSION - SEE SHEET C3.5 1. ALL NEW SANITARY SEWER MAINS SHALL BE 8-INCH, ASTM D3034, SDP 35, GRAVITY SEWER PVC - UNLESS NOTED OTHERWISE. PLAIT VIEW-WHEAT DRIVE SANITARY SEWER(STA:28+00.00-STA 32+64.00) 2. ALL PIPE BEDDING SHALL BE TYPE 1 IN ACCORDANCE WITH COB STD DWG. 02221-1. 3. ALL SEWER MAINS ARE WITHIN PLANNED PAVED STREETS/ROADS; THUS ALL TRENCH BACKFILL SHALL BE TYPE A. LOW PT STA: 31+63.39 470 LOW PT ELEV: 4688.07 705 V A: 88.39 PVI ELEV:4 88.77 K:126. 5 LVC:150.00 M M M O 470 700 MW M 00 WDIRAWI / >m >W 469 695 PRE-DISTURBANCE EXISTING -2.pq GROUND SURFACE I PROPOSED WHEAT DRIVE CL FINISHED GRADE 469 690 _ END OF PROPOSED WHEAT DRIVE _ IMPROVEMENTS (STA 33+00.00) 468 — 685 SSMH#1.4 468 RIM:4688.65 680 MH HEIGHT:%�9.76 8" INV IN:46i9-4$(SW) 4679.11 8" INV OUT:4648.98 (NE) 4678.91 467 675 w O 0 0 Q n N� O M� n O W a0� rN u)� O� <ON DJ - N� r N°J a0N MM �0� �rn TM YM 00 <oi Nirn Cio '°' aro mro M I ^`° r;^ 'o^ <o ui'n �� an an rn�o Ol cO OldWw D]�p 1� W� W w I C0w 00w �M po o 00w 00 X 0 0 0 0 0 0 0 0 0 0 0 o 0 0 o o o o n o ,1 0 ,1 o in o ,1 0 n o u1 o u1 0 CO co O O N N n M n n ifJ n N N N N r7 M � � M M r� r7 r7 M M PROFILE VIEW-WHEAT DRIVE SANITARY SEWER(STA:28+00.00-STA:32+64.00) NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE FEET VERTICAL SCALE FEET ONTAN PROJECT #:14-167.10 SHEET 1 N.W. SWR MAIN STUB REMOVED EJF 01 06 2023 0 50 100 0 5 10 e� q NORTH H[ PARK DEVELOPMENT - PHASE 2 DESIGN 32 DISCOVERY DRIVE � DATE: 07/17/2024 BOZEMAN,MT 59718 Civil Engineering C3 a2 * re°—Y �7�[]�AT DRIVE SANITARY SEWER PLAN & PROFILE PHONE(405,582-022, Geotechnical Engineering PLAN & PROFILE FAX(406)582-5770 ALL PROJECT ENGINEER: RSR DRAWN BY: EVR, EJF Ho.<0"6 PE = _Alliedengineering.00m Land Surveying EN6INEENING �s�'°E"�`°�� BOZEMAN MO�TTANA NORTH PARK DESIGN DESIGNED BY: RSR,BDA,ASG REVIEWED BY: RSR A 9 °'ersea,o�°`"�4c WHEAT DRIVE SS]P&P APPROXIMATE LOCATION OF EXISTING UNDERGROUND GAS LINE /o / Zf2 CROSSING (±STA 12+29). CONTRACTOR SHALL FIELD VERIFY LOCATION, DEPTH, AND COORDINATE CROSSING WITH APPLICABLE PROPOSED GRADING EXTENTS APPROXIMATE LOCATION OF EXISTING UNDERGROUND GAS LINE Q' UTILITY SERVICE PROVIDER & ENGINEER PRIOR TO CONSTRUCTION. S�` // C4 CONTRACTOR SHALL TAKE APPROPRIATE CAUTION WHILE WORKING IN CROSSING (±STA 7+44). CONTRACTOR SHALL FIELD VERIFY b PROXIMITY TO EXISTING UNDERGROUND UTILITIES. LOCATION, DEPTH, AND COORDINATE CROSSING WITH APPLICABLE SSMH#B.2 EXISTING FROM / UTILITY SERVICE PROVIDER & ENGINEER PRIOR TO CONSTRUCTION. y�l PHASE 1 / �/ / o/ 16 00 CONTRACTOR SHALL TAKE APPROPRIATE CAUTION WHILE WORKING IN STA:7+62.59 / PROXIMITY TO EXISTING UNDERGROUND UTILITIES. OFF:0.0 CONNECT TO EX. MH#1 - EXISTING ±41' of 8" SDR35 @±0.37% 7 00 CONNECT TO EXISTING 8" SDR35 SANITARY SEWER / CONTRACTOR TO VERIFY TO BE REMOVED. CAP WITH 2-FT STUB. SSMH B.1 - CONNECT TO EXISTING 8" SDR35 STUB FROM PHASE 1 SEE PROFILE VIEW NOTES / / /CONNECTION DEPTH PRIOR # VERIFY WATER-TIGHTNESS AND GROUT IF NEEDED. STA:4+00.00 SANITARY SEWER STUB FROM PHASE 1 / o TO CONSTRUCTION r--, / // / ------------------ OFF 0.0 --------SEE PROFILE VIEW NOTES / / I J L-- -----------------------1---- / r--r PI: 14+8292 -- FLORA LN " °' O EX. MH#1 0 0 0 00 0 0 0 o FLORALN o / ^' / w a 15 00 _ - EX. RIM ELEV: 4734.8 o O o o / NEW RIM: ±4734.72 STA: 2+22.44 OFF: 5.49R I --------------------- EX. GRADE RINGS= ± UNKNOWN - EXISTING ±32' of 8" SDR35 @±0.40% - ----- ---------- - -- ----� --- __ / _ ------------------- I TO BE REMOVED & REPLACED. - I // / SSMH#B.3 / STA:11+50.00 / / SSMH#B.4 OFF:0.0 --I EX. LOT LINE (TYP.) t APPROXIMATE LOCATION OF ABANDONED / STA:14+82.92 � UNDERGROUND GAS LINE CROSSING (±STA 10+55). �/ / 0.63% OFF:0.0 CONTRACTOR SHALL FIELD VERIFY ABANDONMENT / / 40' of 8" DIA. SDR35 @ 6339e WITH 8" END CAP & PLUG LOT 4,GORDON LOT S,GORDON I PRIOR TO CONSTRUCTION. / 2730-2 MAN➢EVILLE MAN➢EVILLE LOT 6,GORDON LOT 7A,GORDON I // / /, // / PER COB STD DWG 0f INVERT = #�oR+26- B9-2fr STATE SCHOOL STATE SCHOOL MAN➢EVILLE MANDEVILLE 5 00 9 NOTES:/ / 4707.24 SECTION SECTION STATESCHOOL STATESCHOOL t SUB➢IVISION SUBDIVISION SECTION SECTION I / `� / / / 1. ALL NEW SANITARY SEWER MAINS SHALL BE 8-INCH, SUBDIVISION SUBDIVISION II UTILITY CONDUITS EXISTING FROM PHASE 1 0/ / ASTM D3034, SOB 35, GRAVITY SEWER PVC - UNLESS I I / / /' 7 NOTED OTHERWISE. PT: 4+49.89 PROPOSED GRADING EXTENTS / / 2. ALL PIPE BEDDING SHALL BE TYPE 1 IN ACCORDANCE WITH COB STD DWG. 02221-1. ALL SEWER ARE ED Ij 3 STREETS/ROADS;S THUS ALL i1TRENCH NBACKFIVEDSHALL BE 4. INSTALL RIGID BOARD INSULATION IN AREAS WHERE TOP PLAN' -FLORA SANITARY SEWER(STA:1+00.00-STA 14+82.92) 'R]JECO gD',�gA OF PIPE IS LESS THAN 5' BURY. DR3AWIN 474 745 LOW PT STA: 3+66.25 CULTIVAR PRE-DISTURBANCE EXISTING LOW PT ELEV: 4732+58 60' WIDE LOW PI STA: 9+37.07 GH PT STA: 11+26.02 I GROUND SURFACE PVI STA:3+16.24 ACCESS & UTILITY LOW PT ELEV: 4727 55 GH PT ELE : 4729.07 PVI ELEV:4732.94 EASEMENT PVI TA:9+15.73 PVI STA:11 92.84 474 K:77.38 740 GRADE BREAK STA = 1+89.50 [LVC:100.00 K:47.13 ELEV = 4735.50 K:51. 0 BVCS: 2+66.25 L C:150.00 LVC:25 .00 BVCE: 4733.95 FRIM+ #6.1 LOW PT STA: 14+48.16 EVCE: 3+66.25 732.33 I? I? LOW PT EL V: 4721.56 PVI STA: 3+98.15 EVCE: 473258 EIGHT: 1208' o ro o h N =N 473 -2'029, 8" INV IN:+'zBr4rs(S) 4720.44 +� +� o� "2 K:5 .88 PVI FIFV-47?945 735 FG TO MATCH EXISTING-ASPHALT AT 8" INV OUT: 2-9,2S (N) 4720.22 °J O1 =w PROPOSED LVC:1 0.00 EX.MH \ w U U N U FLORA LN CL N V EX.RIM:}4734.79 >> >> >m FINISHED GRADE >w PROP.RIM:±4734+720 \ -0.72% m m w w m wCo A RIM ELEV.±D.046' Ex.MH HEIGHT:±I218' \ - 1. -1.50% ,z p43 + + 730 8"INV IN:_�+F±i (N)4722.87 SSMH#B.2 \ 1.14% jj a"INV OUT: =:.:(w)4722.67 \ / ;8S NG FROM PHASE 1 SSMH 6.3 N N EXISTING ±32' of 8" SDR35 @±0.40% 5-FT RIM: - 47 4730.05 # > > TO BE REMOVED & REPLACED. BURY MH HEIGHT: 12.68' - - _ _ _ -RIM:4729.01 m w MH HEIGHT: 14.71' 472 (MIN) _ NV IN:4717.57 (S) - - - - 8" INV IN:1714.3e(S 4714.41 3�So 725 OUT:#'-Na7-(N) CONNECT TO EXISTING 8" 8" INV OUT:-d�fi3E}(N)4714.22 �4717.31 SDR35 SANITARY SEWER I STUB FROM PHASE 1 APPROX. LOCATION OF MAINTAIN EXISTING a"SANITARY SEWER STA:±8+20, INV:±4716.89 ABANDONED GAS LINE \ (5)..12 & (1) 15" SERVICE CONNECTION PER COB STD DTL (VERIFY PRIOR TO PROPOSED A-2000 472 02730-2 AT APPROX STA: 2+44 ` PVC PIPES AS 720 i CONSTRUCTION) 178' of 8" SDR35 @ 363' of 8"ISDR35 @ 0.75% UTILITY CULVERTS. -1.27% - _ CONNECT TO EXISTING 8" SDR35 SANITARY SEWER STUB FROM PHASE 1 SSMH#B.4 STA: ±7+04, INV: ±4717.97 RIM:4720.69 471 MH HEIGHT: 13.83' 715 APPROXIMATE LOCATION OF EXISTING UNDERGROUND GAS LINE CROSSING (±STA 12+29), 38T of 8" SDR35 @ 0.75% 8" INV IN:+'B�-BG(S 4707.01 DEPTH UNKNOWN. CONTRACTOR SHALL FIELD VERIFY LOCATION, DEPTH, AND COORDINATE 8" INV N:d�8R.96 (E)..4707.00 CROSSING WITH APPLICABLE UTILITY SERVICE PROVIDER & ENGINEER PRIOR TO 8" INV OUT:4'66c8Cr(W)4706.84 CONSTRUCTION. CONTRACTOR SHALL TAKE APPROPRIATE CAUTION WHILE WORKING IN - PROXIMITY TO EXISTING UNDERGROUND UTILITIES. APPROXIMATE LOCATION OF EXISTING UNDERGROUND GAS LINE CROSSING (±STA 12+29), 471 DEPTH UNKNOWN. CONTRACTOR SHALL FIELD VERIFY LOCATION, DEPTH, AND COORDINATE 710 CROSSING WITH APPLICABLE UTILITY SERVICE PROVIDER & ENGINEER PRIOR TO CONSTRUCTION. CONTRACTOR SHALL TAKE APPROPRIATE CAUTION WHILE WORKING IN 333' of 8" SDR35 @ 2.20% PROXIMITY TO EXISTING UNDERGROUND UTILITIES. 470 705 m 0) Q M M �(1 m N fD w I". w O I". I". M O M I' w In M a m r7 O r m N l0 N m O O m c0 N M N 7 N M �!1 O N Nf M 1� M 01 N N co M M I� N W N O� O N N N �O N O! u)� Q1 M(V cyol NIA r O O p0 Do) Orn c6 J �1 �O ^n ^n ^o W� Old �� W. ^N (per a0 NOi N �N r7 r7 Mr'l MM MM MN MN MN Mr'l MM MM MN MN NN NN NN NN NN NN NN NN NN NN NN NN NN c4 r r nr n" ^r ^r nr ^r nr nr nr ^r nr nr ^r nr ^r ^r ^r ^r ^r ^r ^r ^r nr nr ^r ^r ^r <� a� a� a� a� a� a� v� IN a� a� a� a� as I� 0 0 o o o o o 0 0 o o o o o o o o 0 0 0 0 0 0 0 0 0 0 o n o �n o o o o o o o o o o in o in o in ro + + + + + + + + + + + + + + + + + + + + + + + + + + + + + - N N M M ifJ tp t0 I� r of of O D7 O O N N M M a PROFILE VIEW-FLORA SANITARY SEWER(STA:1+00.00 STA:14+82.92) � PROFILE EXTENDED TO NORTH NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE FEET VERTICAL SCALE FEET ONTAN PROJECT #:14-167.10 SHEET 1 EXTENDED PROFILE NORTH EJF 10 21 2022 0 50 100 0 5 10 e� q NORTH ]PACE K DEV �[ O Pl�J[]ENT - ]P]H[AS 2 DESIGN 32 DISCOVERY DRIVE � DATE: 07/17/2024 2 REMOVED SOME WTR & SWR STUBS EJF 01 06 2023 * RaRr sco BOZEMAN,MT 59718 Civil Engineering PLAN & PROFILE C3^3 R Er FLORA LANE SANITARY SEWS g PLAN & PRO FILE PHONE(406)582-0221 Geotechnical Engineering Ho.<0"6 PE ALLIED FAX(406)582-5770 ENGI PROJECT ENGINEER: RSR DRAWN BY: EVR, EJF = _Alliedengineering.wm NEERING Land Surveying �Ss'°E" ]�®�E A� N1®�TA�A u+c NORTH PARK DESIGN DESIGNED BY: RSR,BDA,ASG REVIEWED BY: RSR A 9 °%�esep,oie``• FLORA LN SS P&P 0.55% 40' of 8" DIA. SDR35 @ 8.534o WITH 8" END CAP & PLUG\ \�� PER COB STD DWG 02730-2 ,40' of 8" DIA. SDR35 @ 0.53% INVERT =�84-81 WITH 8" END CAP & PLUG 00 bl PROPOSED GRADING EXTENTS ° PER COB STD DWG 02730-2 I SEE ELECTRICAL PLANS -� \\ 4701.95 �\ INVERT =,469548-4695.54 PI: 14+82.92 SSMH#B.5 \ STA:17+28.00 O OFF:0.0 - -� SSMH B.4 STA:14+82.92 --_ OFF:0.0 I _J 61' of 8" DIA. SDR35 @ 0.49% WITH 8" END CAP & PLUG PER COB STD DWG 02730-2 OFF:0.0 FAUNA � � _ � ti I INVERT =i694-44.4694.55 o f o STREET O o o N u A 0 0 0 0 O a o l o0 r � F L PROPOSED GRADING EXTENTS L- I SSMH#B.7 0 1 -- STA:20+31.22 L- .509 EX.MH q8 \� OFF:0.0 -40' of 8" DIA. SDR35 @^ SEE SHEET C3.1 0.55% WITH 8" END CAP & PLUG �� PER COB STD DWG 02730-2 �I 40' of 8" DIA. SDR35 @8:53� \ �� \ INVERT =4695.48-4695.56 c �� WITH 8" END CAP & PLUG �� 1/0 \ PER COB STD DWG 02730-2 APPROXIMATE LOCATION OF ABANDONED t.c�G INVERT =,4�B4-B4.4701.92 �� \7 \ UNDERGROUND GAS LINE CROSSING (±STA 21+71) APPROXIMATE LOCATION OF EXISTING UNDERGROUND GAS LINE CROSSING \� ° DEPTH UNKNOWN. CONTRACTOR TO VERIFY ABANDONMENT PRIOR TO CONSTRUCTION. t� (±STA 15+09 & 17+98), DEPTH UNKNOWN. CONTRACTOR SHALL FIELD �! ��f-�qv I1m1�, Gj� vy I I I VERIFY LOCATION, DEPTH, AND COORDINATE CROSSING WITH APPLICABLE \�\ \\ 'cb \�� ° \��\ RECORD UTILITY SERVICE PROVIDER & ENGINEER PRIOR TO CONSTRUCTION. CONTRACTOR SHALL TAKE APPROPRIATE CAUTION WHILE WORKING IN �� w �� DRAWING PROXIMITY TO EXISTING UNDERGROUND UTILITIES. PLAN VIEW-FAUNA SANITARY SEWER(STA:14+00.00-STA 24+50.00) HIGH PT STA: 15+51.47 NOTES: HIGH PT ELEV: 4719.71 1. ALL NEW SANITARY SEWER MAINS SHALL BE 8-INCH, 473 BY ELEV:4717 48 730 ASTM D3034, SDR 35, GRAVITY SEWER PVC - UNLESS K:64.48 NOTED OTHERWISE. LVC:250.00 2. ALL PIPE BEDDING SHALL BE TYPE 1 IN ACCORDANCE WITH COB STD DWG. 02221-1. 3. ALL SEWER MAINS ARE WITHIN PLANNED PAVED o STREETS/ROADS; THUS ALL TRENCH BACKFILL SHALL BE 472 a 725 TYPE A. 4. INSTALL RIGID BOARD INSULATION IN AREAS WHERE TOP PRE-DISTURBANCE EXISTING w w LOW RT STA: 20+ 7.83 OF PIPE IS LESS THAN 5' BURY. GROUND SURFACE > PROPOSED FAUNA ST m > LOW T ELEV: 47)1.79 -7.79% CE FINISHED GRADE PV STA:19+73. 7 WHEAT DRIVE P ELEV:4700. 3 0 472 720 K:36.86 90' WIDE LVC:250.00 ACCESS & UTILITY no n EASEMENT or o \ o ai ao rn +� SSMH#B.6 + 715 471 SSMH#B.5 RIM:4708.22 N RIM:4714.14 MH HEIGHT: 11.97' N MH HEIGHT: 12.50' >> 8" INV IN:469645(E)4696.38 > 8" INV IN:-45'89-84(E)4701.75 m 8" INV OUT:9-rr(W)4696.22 m 8" INV IN:4�81.64(S)4701.74 [APPROXIMATE g"SINV OUIT:4781.61 (W)4701.57 \S6j9, RIM-4701.89 710 \ MH HEIGHT: 6.81' 8" INV IN:4695.28 (E)4695.35 Ex.MH qa 8" INV IN:4695.28 (N)4695.37 SEE SHEET C3.1 8" INV IN:4695.28(S)4695.34 8" INV OUT:4695-B8-(W)4695.20 705 40' of 8" SDR35 @ 0.50% 49%-1.51 245' of 8" SDR35 @ 2.08% - 5_FT 700 BURY 112' of 8" SDR35 @ . p,g' (MIN) REMOVE EXISTING 2' SS STUB 4.97% I I 61' of 8" SDR35 @ 0.49% p 5 I 695 ON OF EXISTING UNDERGROUND GAS LINE CROSSINGS (±STA 17+98 AND ±STA 15+09), 210' of 8" SDR35 @ 6.45CONTRACTOR SHALL FIELD VERIFY LOCATION, DEPTH, AND COORDINATE CROSSING WITH 0.40% APPLICABLE UTILITY SERVICE PROVIDER & ENGINEER PRIOR TO CONSTRUCTION. CONTRACTOR SHALL TAKE 191' of 8" SDR35 @6-5z3fr _ APPROPRIATE CAUTION WHILE WORKING IN PROXIMITY TO EXISTING UNDERGROUND UTILITIES. 0.46% 469 690 INSTALL SINGLE 4'x8'x2" SHEET INSULATION ABOVE SANITARY SEWER MAIN AT THESE TWO STORM DRAIN CROSSINGS V APPROXIMATE LOCATION OF ABANDONED UNDERGROUND GAS LINE CROSSING (±STA 21+71), (INSULATION TO MEET SECTION 02660, 2.15.A OF COB MODS DEPTH UNKNOWN. CONTRACTOR TO VERIFY ABANDONMENT PRIOR TO CONSTRUCTION. TO MPW) 468 685 a r> anna N� m�vO� ONna O� Mna�a .ana0, ui On n m ujo i Un?N 0M"d O 6 ^ L DOJ o) 0 O 0 0 Mn� 0 M 0N N 0 0 0 P, W M O O O O O O O O O O O O O O O O O O O O OOOOO O Ai la�4 W EASTERN WATER & SEWER STUBS PROFILE VIEW-FAUNA SANITARY'SEWER(STA:14+00.00-STA:24+50.00) NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE FEET VERTICAL SCALE FEET ONTAN PROJECT #:14-167.10 SHEET 1 EXTENDED PROFILE EAST EJF 10 21 2022 0 50 100 0 5 10 e� g FORTH[ PARK DEVELOPMENT - PHASE 2 DESIGN 32 DISCOVERY DRIVE � DATE: 07/PROFII 4 lq-y 2 REMOVED SOME WTR & SWR STUBS EJF Ol 06 2023 * RaRr sco BOZEMAN,MT 59718 Civil Engineering PLAN & PROFILE ` 3.4 R Er FAUNA S�[°']f�EET SANITARY SEWER PLAN & PROFILE PHONE(406)582-0221 Geotechnical Engineering ALUED FAx(406)582-5770 Land Surveying ENGINEERING PROJECT ENGINEER: RSR DRAWN BY: EVR, EJF FN',cEo:coPEG? www.alliedengineering.wm 8ERVICs,INC. NORTH PARK HESd'�iN BOZEMAN MONTANA DESIGNED BY: RSR,BDA,ASG REVIEWED BY: RSR A 9 °%"e FA1[JNA SS P6cP u 24.0' ACCESS EASEMENT TO BE ABANDONED / 178* 20.0' WIDE WORK LINE AREA ACCESS EASEMENT TO BE ABANDONED / PROPERTY LINE 151' of 8" SDR 35 SDR35 PVC @-0.52% EX.TOIL AND GAS ` �PROPOSED UTILITY ACCESS LINE. // // / / \ � \ EX. CELL TOWER SEE NOTES ON"C3.2 ON // / /// / / / `\\ >� \ ACCESS ROAD / CONSTRUCTING IN PROXIMITY o / / �p \ OF GAS LINES. p \ STA:1+ 1 43 \/ OFF 0.0 EXTENTS OF RECENT RAILROAD 148°\ \ \ EMBANKMENT GRADING PROPOSED GRADING EXTENTS / i PROPOSED, 001 ` 1\ EX. MH #10 / DETENTION POND #3 EX. MH #11 RIM ELEV: EX. RIM ELEV: 4680.16 (GRADING EXTENTS) \\ \ ` \\ PROPR M ± 4683.78 139' of 8" SDR 35 STA: 2+90.71, OFF: 0.84R PROP. RIM: ±4680.16 _ _ / \ STA 6+91.55, OFF: 0.33L: // SDR35 PVC ®0.50% 1 ` 1 EX. GRADE RINGS = ± (1) H AS EX GRADE RINGS 2" = ± (1) 6" CORE MH AND GROUT TROUGH AS NEEDED / --- / \ FOR NEW WEST PENETRATION ANGLE ---- - ---------- WHEAT DRIVE- --------------------- -- ---�/- � - - - - - - - - - - _ - _ ---9r- - _o-U d ILITY EMEo GENCY ACCESS - o � - - - ---------------------- -- ---------------- /\//// / - -------------------- \ c -° - - - - - - - - 7- - - / -- SEE ELECTRICAL PLANS I = 4677.16 PROPOSED DETENTION POND #2 / / / II _ MAIN STORM OUTFACE INVERT �_- I I I REMOVE EXISTING 2-FT MAIN EXTENSION AND (GRADING EXTENTS)/// / r REPLACE WITH 36' of 8" DIA. SDR35 ®0.50% WITH 8" END CAP & PLUG (SEE SHEET C3.6) 6 ---EX. CELL TOWER PLAN VIEW-UTILITY&EMERGENCY ACCESS SANITARY SEWER(STA:0+00,00-S I A 8+00M) 470 705 GRADE BREAK STA = 0+45.00 ]l� CORD ELEV = 4688.76 470 700 D IRAWIN 469 695 EX. MH #11 EX. RIM:+4680.16 EX. MH #10 PROP. RIM:+4680.16 469 EX. RIM:±4683+78 690 A RIM ELEV:±0.00 NEW RIM:+4683.78 EX. MH HEIGHT:±6.56' -1,529, d RIM ELEV:±0.00' 12" INV IN:±4673.80 (S) _ EX. HEIGHT±6.7 8" INV IN:±4673.80 (E) WHEAT DRIVE FG ) ±46 7.16 ORE & GROUT TROUGH AS NEEDED FOR E ANGLE 8" INV IN:±4673.80 (W) 8" INV IN: (E) +4677.16 12 INV OUT:+4673.60 (N) 468 SSMH#1.5 10" INV IN:±#6-�-7-28(S) ±4677.16 685 RIM: MH#1.0 -2.60% 12" INV OUT:±'469-7-6&(N) ±4676.96 PROPOSED 30" A-2000 STORM CROSSING w MH HEIGHT: 9.68'' 9.14 - _ _-0.85% _ 1 759= 8" INV IN:"mot(SW) 4678A6 8" INV OUT:1o:o4t(E) 4677.96 - -0.50% 0 42% m� 468 PROPOSED UTILITY & 680 EMERGENCY ACCESS ROAD CL FINISHED GRADE PRE-DISTURBANCE EXISTING GROUND SURFACE 467 675 151' of 8" SDR 35 SDR35 PVC 0-0.52% 139` of 8" SDR 35 EXISTING 12" DIA. PVC SANITARY SDR35 PVC ®0.50% SEWER TRUNK LINE @ ±0.81% 467 670 UD N M O M 0 1� a N O 1" O° O N N O ON OIL �� N 00� Otp ON N� �2 nr 0� Nrn OM r a a a� Oa�i aa0N CaDN� Na- c N � . 0 . 0�0X� OOa0 O Ow O Ow 0r�N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PR®FILE VIEW-UTILITY&EMERGENCY ACCESS SANITARY SEWER(STA,0+00.00-STA:8+00.00) NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE FEET VERTICAL SCALE FEET q PROJECT ONT SHEET#:14-167.10 0 50 100 0 5 10 vD n'q NORTH ]PARK DEVELOPMENT - PHASE 2 DESIGN 32 DISCOVERY DRIVE � DATE: 07/17/2024 C3a5 b l ba'u Civil E BOZEMAN,MT 59718 Engineering * re°-Y UTILITY &]EMERG ENCY ACCESS SS ]PLAN & PROFILE PHONE(406)582-0221 Geotechnical Engineering PLAN & PROFILE N PE FAX(406)582-5770 ALLIED PROJECT ENGINEER: RSR DRAWN BY: EVR ]�®ZEMAN1 M®NTANA, ELF F ',cEo:coG? -alliedengineering.wm Land Surveying we NORTH]PARK DESIGN s, A DESIGNED BY: RSR,BDA,ASG REVIEWED BY: RSR UTILITY&EMER.SS P&P EX. MH #7 EX. RIM:±4707.74 PROP. RIM:±4708.14 0 RIM ELEV:±0.40 WATER MAINS CROSSING GRAVITY SANITARY OR STORM SEWERS MUST BE LAID WITH A EX. MIT HEIGHT:±6.81' I9+�$$5 MINIMUM VERTICAL SEPARATION DISTANCE OF 18-INCHES BETWEEN THE OUTSIDE OF 8" INV. IN:±d�3 (E) CORE4701.25 THE WATER MAIN AND THE OUTSIDE OF THE SEWER. 4715 10" INV IN:±4701.13 (S) 4715 I 8" INV IN:±4701.13 (W) REMAINING INVERT ELEVATIONS IF 18-INCHES OF VERTICAL SEPARATION CANNOT BE OBTAINED, THE FOLLOWING MUST EG FG loll INV OUT:±4700.93 (N) LIKELY 0.12' HIGHER BE DONE PER MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY STANDARDS (DEQ-1, 4710 4710 8.8.3): - CORE EXISTING MANHOLE �� 20tO 1.VERTICAL SEPARATION AT CROSSINGS MUST BE AT LEAST 6-INCHES; 4705 EX. 12" WATER MAIN TO FOR.8" CONNECTION PROPOSED 47-FT 8" SEWER 4705 BE REMOVED & REPLACED MAIN STUB @ 0.50% 2.SEWERS MUST BE CONSTRUCTED OF SLIP-ON OR MECHANICAL JOINT PIPE O COMPLYING WITH MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY PUBLIC 4700 8" SEWER EXT. INV=4701.56 8" SEWER EXT. INV=4701.47 4700 19+78.85 WATER SUPPLY DESIGN STANDARDS AND BE PRESSURE TESTED TO A MINIMUM OF 1.9' REMOVE EXISITNG 2'-SS STUB 150 PSI TO ASSUME WATERTIGHTNESS; PROPOSED 59-FT 8" SEWER 4695 MAIN STUB �0.50% 4695 3.AT CROSSINGS, ONE STANDARD LENGTH OF NEW PIPE MUST BE CENTERED AT PROPOSED 12" DI WATER MAIN APPROXIMATELY A 90-DEGREE ANGLE IN RESPECT TO THE EXISTING PIPE; 4690 4690 I� �� `O N`O �� O� Ian $n poJ boJ MOJ �m p0 $O n0 4.SEWER SERVICES UTILIZING IN-LINE FITTINGS AND EXTENDING TO PROPERTY LINES, ac^ $o 00 $o oo $o c^ ;; $°' oo $0 06 V OR BEYOND, MUST BE INSTALLED AND TESTED WITHIN 10-FEET OF THE CROSSING. $o $� $� c� n^ n^ no na 9 no ^o no n^ SADDLES ARE NOT ACCEPTABLE; ANDas a< a' +a as as as sa as 5.EITHER THE WATER OR SEWER MAIN MUST BE ENCASED IN A WATERTIGHT o N Q CARRIER PIPE WHICH EXTENDS 10-FEET ON BOTH SIDES OF THE CROSSING OR - THE MAINS MUST BE ENCASED IN A MINIMUM OF 6-INCHES OF FLOWABLE FILL A, FOR A MINIMUM OF 10-FEET EACH SIDE OF THE CROSSING PIPES. IF THE MINIMUM SIX-INCH SEPARATION IS NOT VIABLE, THE WATER LINE MUST BE WHEAT DRIVE SANITARY SEWER STUBS 0 0 40 60 RELOCATED AND VERTICAL SEPARATION AT CROSSINGS BETWEEN WATER AND SEWER MAINS MUST BE AT LEAST 18-INCHES. SCALE (FEET) MANHOLE NOTES: EX. MH #10 EX. RIM:±4683.78 1. SEE PLAN VIEW ON SHEETS C3.1, C3.2, C3.3, C3.4, & C3.5 FOR INFORMATION ON PROP. RIM:±4683.78 EXISTING AND PROPOSED GRADE RINGS AND BARREL SECTIONS. 4 RIM ELEV:±0.00 EX. MH HEIGHT:±6.72' / 8" INV IN:±46�-7-.-Ffi(W)±4777.16 CORE & GROUT TROUGH AS NEEDED FOR NEW ANGLE 8" INV IN:±46�-7-`26(E)±4777.16 10" INV IN:±46i� .2B(S)±4777.16 2+90.75(UTILITY & EMERGENCY ACCESS ALIGNMENT) 4695 12" INV OUT:±•467h:66 (N)±4776.96 4695 / 3 00 SSMH#1.5 PROPOSED 36-FT 8" SEWER MAIN STUB 9 0.5% 4690 4690 EG STORM.CORRIDOR FILL FG i E�CS ACCE��46 - - _ _ _ _ _ 4685 i EX. 12" WATER MAIN TO PROPOSED 30" A-2000 STORM CROSSINGUTjT.jTY� j� I � - 46 0 BE REMOVED &REPLACED P.0• 4680 r / o G61 4675 8" SEWER EXT. INV=4701.47 4675 // r PROPOSED 139-FT EXTENSION SEWER MAIN 0 51% PROPOSED 12" DI WATER MAIN 2kgO 15�/ \ 4670 4670 Coll 4665 4665 � x ma n^ na $� �o N ww ow �Wo �� 0 20 40 4685 4684 A11113] UTILITY AND EMERGENCY ACCESS SEWER EXTENSION&STUBS RECORD DRAWING 3� NO. REVISIONS DRAWN BY DATE 0 10 20 30 NORTH }� �p Tp�p DEVELOPMENT � �? }��?}�7 7� �? DESIGN PROJECT #:14-167.10 �pNTA yq AQI®RT L7L C C�LA LJEV CeL®PAN L GA PHL�SJLe .SIIEET 32 DISCOVERY DRIVE DATE: 07/17/2024 ��"� BOZEMAN,MT 59718 Civil Engineering SCALE (FEET) * re°-YRY 0, SANITARY SEWER EXTENSIONS CROSS-SECTIONS PHONE(406)582-0221 Geotechnical Engineering SS CROSS-SECTIONS FAX(406)582-5770 ALLIED PROJECT ENGINEER: RSR DRAWN BY: EVR, EJF Ho.<0"6 PE = -alliedengineering.wm Land Surveying EMINEERING �Ss'°Ell BOZEN1[AN M®NTANA NORTH]PARK DESIGN DESIGNED BY: RSR,BDA,ASG REVIEWED BY: RSR A 9 °'."rse...� 19"4" SS EXTENSION X-SECS / / , FF LF ------� �� o / 0 EX.LOT 1 of M[IN{OR SNUB,No.320 (NOT THIS PROJECT) I I I �® I I I f PHASE 2 BOUNDARY li C4.5 I I C4.1 I SEE SHEET C4.5 FOR UTILITY & EMERGENCY ACCESS WATER III JP7 — --— --- - ------- JIV / i — � % o N -- -- EX.LEASE AREA SEE SHEET C4.6 FOR EXISTING WATER REVISION I "TRACT 1" (NOT THIS PROJECT) EX.LEASE AREA Ll TRACT 2" C4,3 a (NOT THIS PROJECT) ROADWAY.STORM.&SANITARY SEWER EXTENSION O ALONG FLORA LANE AS PART OF PHASE 2 n o / 0 N.7th AVE. CO NOTES: ALL WATER MAINS SHALL BE 8—INCH OR 12—INCH (AS INDICATED), CLASS 51, AWWA C151 DUCTILE IRON PIPE. INSTALL r DETECTABLE WARNING TAPE OVER ALL MAINS. I END OF SERVICE STUBS AT CURB STOP SHALL HAVE MAXIMUM OF 7.5—ft COVER 3I I I ALL PIPE BEDDING SHALL BE TYPE 1 IN ACCORDANCE WITH COB STD DWG. 02221-1. ALL WATER MAINS ARE WITHIN PLANNED PAVED SECTIONS; ALL TRENCH BACKFILL SHALL BE TYPE A. 3 SEE SHEET CO.4 FOR FIRE HYDRANT TABLE. - REFER TO SPECIFICATIONS FOR JOINT RESTRAINT TABLE. ALL THRUST BLOCKING SHALL BE IN ACCORDANCE WITH COB STANDARD DRAWING 02660-1 AND 02660-3. ALL FIRE HYDRANTS SHALL BE MUELLER SUPER CENTURION 250 OR WATEROUS 5 J" PACER MODEL HYDRANTS PER COB I'�y STANDARDS AND INSTALLED IN ACCORDANCE WITH COB STD. DWG. 02660-4. RECORDREFER TO SPECIAL PROVISIONS FOR INFORMATION RELATED TO CONNECTIONS TO AND CONTROL OF EXISTING WATER MAINS. DRAWINGTHE CONTRACTOR SHALL FIELD VERIFY THE EXISTING ELEVATION FOR ALL CONNECTIONS TO EXISTING MAINS. UNLESS OTHERWISE DIRECTED BY THE CITY OF BOZEMAN WATER/SEWER DEPARTMENT, EACH OF THE 8" GATE VALVES AT THE BEGINNING OF THE 8" WATER MAIN STUBS (RANGING FROM APPROXIMATELY 26' TO 61' IN LENGTH) SHALL REMAIN CLOSED AFTER PASSING ALL TESTING REQUIREMENTS IN ORDER TO PREVENT THE POSSIBILITY OF STAGNATE WATER. ;I NO. REVISIONS DRAWN BY DATE 0 200 400 600 NORTH }� PARK DEVELOPMENT }��?}�7 PHASE �? PROJECT g:14-167.10 �pNTA yq A�(`®RTH PAJC K DE�Y ELOPAN'J ENT — .0 ll ASE 2 DESIGN SHEET 32 DISCOVERY DRIVE DATE: 0T INDEX 024 C4a® BOZEMAN,MT 59718 Civil Engineering SCALE (FEET) * RoRWEvRY � �]�'�`�`-1� �� v ��®��4 �°��4�q'� ��J� PHONE(406)582-0221 Geotechnical Engineering SHEET INDEX FAX(406)582-5770 ALL PROJECT ENGINEER: RSR DRAWN BY: EVR, ET No.<0"6 RE = —alliedengineering.wIT Land Surveying ENGINEERING �Ss'°E" I BOZEMAN MONTANA urc NORTH PARK DESIGN DESIGNED BY: RSR,BDA,ASG REVIEWED BY: RSR A ➢ °'.ersea,o�°`"�4c WATER P&P SHEET INDEX NOTES: ALL WATER MAINS SHALL BE CLASS 51, AWWWA I 48.4' of 8" DIA. DI CLASS 51 WATER MAIN C151 DUCTILE IRON PIPE. EXTENSION WITH 8" DI END CAP & ALL PIPE BEDDING SHALL BE TYPE 1 IN I BLOWOFF PER COB STD DWG 02660-7 INVERT q691.RP / ACCORDANCE WITH COB STD DWG. 02221-1. 4691.21 PHASE BOUNDARY 12%8 DI CROSS, MJ : DI GATE VE, MJ 48.5' of 8" DIA. DI CLASS 51 WATER MAIN ALL WATER MAINS ARE WITHIN PLANNED PAVED EXTENSION WITH 8" DI END CAP & STA: 23+88.76 STA: Z76 NOT INSTALLED SECTION; THUS ALL TRENCH BACKFILL SHALL BE I BLOWOFF PER COB STD DWG 02660-7 OFFSET: 6.7 L ET: 6. TYPE A. INVERT = `98 37 12" DI 22.5' VERTICAL BEND, MJ / 4698.28 12" DI 22.5' VERTICAL BEND, MJ STA: 23+59.59 12" DI 22.5' VERTICAL BEND, MJ / SEE SHEET CO.4 FOR HYDRANT TABLE. I 12" DI 22.5' VERTICAL BEND, MJ STA. 19+94.81 STA: 24+11.09 ARROW BOLT / STA: 19+72.93 OFFSET: 6.7 L INV = 4698.20 OFFSET: 6.7 L ELEV= 4698.73 I V ' ALL THRUST BLOCKING SHALL BE IN ACCORDANCE I OFFSET: 6.8 L 12" DI 22.5' VERTICAL BEND, MJ / 1,� MUELLER SC-250 FIRE H RANT WITH COB STANDARD DRAWING 02660-1 AND 12" DI 22.5' VERTICAL BEND, MJ 12" DI 225' VERTICAL BEND, MJ STA: 23+50.75 MUELLER SC-250 FIRE HYDRANT BURY DEPTH: 9.24' / 02660-3. I STA. 19+97.16 OFFSET: 6.7 L BURY DEPTH: 9.25' STA: 26+97.51 / 4 STA: 19+68.52 ARROW BOLT CO DI GATE VALVE, MJ i INV = 4699.17 STA: 24+19.91 OFFSET: 27.0 L OFFSET: 6.8 L 12" DI GATE VALVE, MJ OFFSET: 2Z0 L ELEV 4704.79 CONNECT TO EXISTING d i / ALL FIRE HYDRANTS SHALL BE MUELLER SUPER EXISTING A-2I ( UTILITY CULVERTS CONNECT TO EXISTING CONTRACTOR TO VERIFY' I N C GATE VALVE, NG MUELLER DEPTH 8 2 FIRE HYDRANT / 19.9' of 6" DIA. DI CLASS 51 ®0.00% r CENTURION 250 OR WATEROUS 5 �" PACER r-- FROM PHASE 1 (TYP) CONTRACTOR TO VERIFY / EXISTING ELEVATION CONNECTION TO EXISTING r- BURY DEPTH: 8.25' / MODEL HYDRANTS PER COB STANDARDS AND I STA: 20+25.00 ARROW BOLT EXISTING ELEVATION - - , / 12"x12"x6" DI HYDRANT TEE, MJ STA: 27+02.63 CONTRACTOR TO VERIFY STA: 23+47.75 / 20.3' of 6" DIA. DI INSTALLED IN ACCORDANCE WITH COB STD. DWG. EXISTING ELEVATION OFFSET: 27.0 L ELEV= 4709.53 ) ) STA: 26+7+1L OFFSET: 7.0 L 02660-4. _ - STA: 19+63.52 OFFSET: 6.7 L CLASS 51 0.00% OFFSET: 7.1 L / CONTRACTOR TO VERIFY ALL CONNECTIONS TO OFFSET: 6.8 L- - 20.3' of 6" DIA. DI CLASS 51 ®0.00% ° I - - - - - REMOVE AND REPLACE _ - _ - _ _ _ EXISTING WATER MAIN. EXISTING HYDRANT4 %N� J INSTALL INSULATION ABOVE WATER MAIN AT ALL 1- �_ - �' LOCATIONS WHERE BURY DEPTH IS LESS THAN o � oo 00 °0 20 +- o WHEAT-II)RIVE o--�--o- I- ----------I- 6.5-FT, TYP. + 0 0 0 0 0 0 27 -_ 00 12" DI GATE VALVE, MJ /o ° ° / + / RESTRAIN JOINTS ON EXISTING MAIN PER - - - - - - - - CONNECTION TO EXISTING- - - - _ _ _ _ _ 12" DI GATE VALVE, MJ 00 RESTRAINT TABLE AT NEW GATE VALVES. CONTRACTOR TO VERIFY - - - - - - CONNECT TO EXISTING 7- --e- 12"x8" DI CROSS, MJ EXISTING ELEVATION EXISTING GATE VALVE _ CONTRACTOR TO VERIFY \ EXISTING 12" DI GATE VALVE, MJ (FROM PHASE 1) STA: 19+89.81 STA: 20+30.00 TO REMAIN. CONTRACTOR TO EXISTING ELEVATION / STA: 26+92.51 STA: 16+09.28 L- -� OFFSET: 6.7 L 12" DI 22.5' VERTICAL BEND, MJ OFFSET: 7.0 L// o / \\ OFFSET: 6.8 L STA: d 25.ING-24+270N. I OFFSET: 6.6 L STA: 24+16.56 / 12"x12"x6" DI HYDRANT TEE, MJ SEE ELECTRICAL PLANS OFFSET: 6.7 L / OFFSET: 6.7 L APPROXIMATE LOCATION OF STA: 20+25.00 �- I OFFSET: 6.7 L / I APPROXIMATE LOCATION OF EXISTING UNDERGROUND GAS LINES PHASE �I / (~/ ABANDONED UNDERGROUND GAS JC HASE 1 I EXTENSION WITH 8" DI END CAP &ER MAIN // rr] LINE, SEE NOTES ON SHEET C3.2.BLOWO - I 12"x12"x6" DI HYDRANT TEE, MJ ��-v,yam®gyp INVERT F PER COB STD DWG 02660-7 / / o ~ II�d JI1..1�/ INVERT = qvao-o'r 4698.18 ,�- STA: 24+20.06 I OFFSET: 6.7 L // \ Iky \\�/ \\I" R / �" APPROXIMATE LOCATION OF J10 V' V A \l\lJl / ° / I I / / C.) / ABANDONED UNDERGROUND GAS LINE. /� / CONTRACTOR TO VERIFY ABANDONMENT// PLAIT VIEW-WHEAT DRIVE WATER(STA:15+00.00 STA 28+00.00) PRIOR TO CONSTRUCTION. 4720720 CULTIVAR I CL OF CULTIVAR 60' WIDE GRADE BREAK STA = 16+79.28 APPROXIMATE LOCATION OF EXISTING UNDERGROUND GAS TRANSMISSION LINES CROSSING (STA 15+79.28) R/W I ELEV = 4711+01 (t27+41 & ±27+70). DEPTH UNKNOWN. CONTRACTOR SHALL FIELD VERIFY LOCATION, MUELLER SC - 250 FIRE HYDRANT DEPTH, AND COORDINATE CROSSING WITH APPLICABLE UTILITY SERVICE PROVIDER & 471 PRE-DISTURBANCE EXISTING STA. 20+SC ENGINEER PRIOR TO CONSTRUCTION. CONTRACTOR SHALL TAKE APPROPRIATE CAUTION 715 GROUND SURFACE INV =�-42 4699.91 WHILE WORKING IN PROXIMITY TO EXISTING UNDERGROUND UTILITIES. PROPOSED WHEAT DRIVE CL FINISHED GRADE REMOVE EXISTING WATER MAIN & REPLACE WITH NEW PIPE MUELLER SC - 250 FIRE HYDRANT 471 I _AND FITTINGS AS SHOWN STA. 24+19.91 710 EXISTING A-2000 UTILITY CULVERTS - -0.90% - - REMOVE EXISTING WATER INV = 693.72 4693.68 16 I FROM PHASE 1 (TYP) _ - - - MAIN & REPLACE WITH 12" DI GATE VALVE, MJ NEW PIPE AND FITTINGS EX. f703.5' of 12" DIA. CONNECTION TO EXISTING _ AS SHOWN APPROXIMATE LOCATION OF ABANDONED UNDERGROUND GAS LINE. DI CLASS 51 @ tL24% CONTRACTOR TO VERIFY CONTRACTOR TO VERIFY ABANDONMENT PRIOR TO CONSTRUCTION. TOP OF PIPE ELEVATIONS: 470 EXISTING ELEVATION 705 STA. 19+63.52 27.8' of 12" DIA. DI CLASS 51 0 0.00% TOP ®19+63 = 4701.14 INV = #786:69- TOP ®20+00 = 4700.51 4700.07 1 8' 12" DI GATE VALVE, MJ MUELLER SC - 250 FIRE HYDRANT TOP ®20+30 = 4700.59 STA. 20+30.00 STA. 26+97.51 EX: t509.2 of 12" DIA. TOP 023+50 = 4796.95 INV = '^ -==4699.52 DI CLASS 51 ®t1.39% INV =-468-7:SB IN TOP ®24+00 = 4791.78 470 0 12" DI 22.5' VERTICAL BEND, MJ_ 4687.50 700 STA. 24+16.56 2.11% TOP ®24+27 = 4793.99 1�12" DIA. 22.5' VERTICAL BEND, MJ 4��00 NV= 4 9265 �7 TOP ®26+97 = 4788.96 I STA. 19+68.52 INV = 4700.01 EX. 12" DI GATE VALVE, MJ 12" X 6" DI HYDRANT TEE, MJ STA.z- -25.97-24+27 4.8' of DI CLASS 51 0 41.42% 2.0' 12" DI GATE VALVE, MJ STA. 20+25.00 INV =�693-47 4692.92 469 I CONNECT TO EXISTING - 695 12" DI 22.5' VERTICAL BEND, MJ INV = d£99-��(12") 4699.52 12" DI 22.5' VERTICAL BEND, MJ EX. t85.8' of 12" DIA. CONTRACTOR TO VERIFY STA. 19+72.93 '_' � �' STA. 23+50.75 DI CLASS 51 ®f258% EXISTING ELEVATION I INV = 4698+29 12" DI 22.5' VERTICAL BEND, MJ 4695.88 INV = 4694.76 STA. 26+92.51 4697.95 STA. 19+97.16 12" DI GATE VALVE, MJ INV=-4fi$- 4fr 4699.44 4688.36 a 16.9' of 12" DIA. DI CLASS 51 O 0.00% STA. 23+47.75 ;i 469 INV =-469-4.�6 4695.93 12" X 6" DI H D A E, M 4690 12" X 8" DI CROSS, MJ 12' DI 22.5' VERTICAL BEND, MJ STA. 24+20.06 i I STA. 19+89.81 STA. 19+94.81 12" DI 22.5' VERTICAL BEND, MJ INV ^Rr(12")4692.66 INV = __._" 4697.93 STA. 23+59.59 3 I INV =-46Q&26 (12") 4690.96 INV=4699-+E} 12" DI 22.5' VERTICAL BEND, MJ 4697:95 STA. 24+11.09 468 29.2 of 12" DIA. DI CLASS 51 O 0.00% INV = 1691+29 4690.33 685 r JC7LASE ll I rJC7LASE 19.0 of 12" DIA. DI CLASS 51 ®0.00% GATE VE, MJ u JG E STA.- �76 NOT INSTALLED 12" X 6" DI HYDRANT TEE, MJ 12 X 8" DI CROSS, MJ 1 4691. STA. 26+97.51 12" DI GATE VALVE, MJ STA. 23+88.76 INV =d687-39(12") CONNECTo TO EXISTING, �4611.71 INV =4699-4� 12") 4687,89 CONTRACTOR TO VERIFY EX. ELEV. 468 ST, 27+02.63, INV. _-4667-45 O1M r MM N� N� Imo^ N� I�� Nr ^N Nc0 �� N� r`� NO O� N� 0 0 Opp QO oo MN r`� N� w- 4687.72 O N W M 00 M 0 7 O N N N r M w N Mr N N O O O� Ol 00 O T OJ OJ ' r r <O <O c0 ifl N O _OJ M MM NN -N 0:= O� Oh 00 O° O° 00 00 00 00 00 O° 00 00 00 NO 00 �O r^ �^ n^ n^ nr n� n� 0 r^ 0 ^^ Or 00 00 �O �O �O Ol0 �� a" 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O N O N O N O N O 0 0 0 0 0 O 0 O N O N O N 0 N N N N r r W W T T O O N N N M C C «l N c0 n n W N N N N N N N N N N N N N N N PR®FILE VIEW-WHEAT DRIVE WATER(STA:15+00.00 STA:28+00.00) NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE FEET VERTICAL SCALE FEET ONTAN PROJECT #:14-167.10 SHEET 1 REMOVED GATE VALVES ON STUBS EJF 11 01 2022 0 50 100 0 5 10 e� g FORTH[ ]PACE K DEVE[ OPl�J[ENT - PHASE 2 DESIGN 32 DISCOVERY DRIVE � DATE: 07/17/2024 BOZEMAN,MT 59718 Civil Engineering C°4o 1 * re°-Y WHEAL[" DRIVE WATE Z PLAN & PROFILE PHONE(406)582-0221 Gectechnical Engineering PLAN & PROFILE FAX(406)582-5770 ALLIED PROJECT ENGINEER: RSR DRAWN BY: EVR, EJF FN',cEo:coPEG? B®ZEMAN9 NI®NTANA _Alliedengineering.wm Land Surveying amtwcs%weEMINEMiNG NORTHl'IIi PARK DESIGNs, A DESIGNED BY: RSR,BDA,ASG REVIEWED BY: RSR WHEAT DRIVE WATER P&P O EX. UTILITY EASEMENT 12" X 6" DI HYDRANT TEE, MJ 65.9' of 8" DIA. DI CLASS 51 WATER MAIN STA: 31+49.43 \ \ / // EXTENSION WITH 8" DI END CAP & OFFSET: 11.0 R \ 27 / /\ / BLOWOFF PER COB STD DWG 02660-7 - ---------1 - +- - - -� G-- ---- ---� � � - --� - INVERT =-469G-99 i � � \ 00 / \\ 4676.77 /// \ \ w 110 110 W ll / / 110 ll llo \� \ 0 / w w 110 w 110 110 110 110 110 \\ - ----------------- -- - -- ----- --------------�� 16.00 of 6" DIA. DI CLASS 51 ®0.00% 12" DI END CAP & BLOWOFF \ SEE ELECTRICAL PLANS \ \ � \ STA: 32+98.50 ( OFFSET: 11.0 R o I ? N O O O I O O 149.1' of 12" DIA. DI CLASS 51 O 0.00% // /�\ I �,(�\ ( \ - _ _ _ \ 1 PROPOSED TEMPORARY j HAMMERHEAD TURNAROUND 12" X 12" DI TEE, MJ \� \MUELLER SC-250 FIRE HYDRANT & 12" X 8" DI REDUCER,MJ (ON SW STUB) \ BURY DEPTH: 11.00 \STA: 31+23.06 STA: 31+49.43 'REC®�D \ \\ OFFSET: 27.0 R ARROW BOLT / OFFSET: 11.0 R �IA V V��/y I \l }I�\`yI G // \\ \\ // /\ \ \ I 12" DI GATE VALVE, MJ / \ / STA: 31+44.43 / \\ \\ \\ / OFFSET: 11.0 R \� / PROPOSED DETENTION POND FLAN VIEW-WHEAT DRIVE WATER(STA:28+00.00-STA 32+64.00) 470 700 NOTES: ALL WATER MAINS SHALL BE CLASS 51, AWWWA C151 DUCTILE IRON PIPE. ALL PIPE BEDDING SHALL BE TYPE 1 IN 469695 TOP OF PIPE ELEVATIONS: ACCORDANCE WITH COB STD DWG. 02221-1. -2179 ALL WATER MAINS ARE WITHIN PLANNED PAVED TOP G 31+ = 4677. TOP ®31+50 = 4677.80 \ � SECTION; THUS ALL TRENCH BACKFILL SHALL BE TOP ®32+03 = 4677.84 TYPE A. 469 690 TOP ®32+50 = 4677.80 PROPOSED WHEAT DRIVE MUELLER SC - 250 FIRE HYDRANT TOP ®32+98 = 4677.83 SEE SHEET CO.4 FOR HYDRANT TABLE. CL FINISHED GRADE - _ STA. 31+49.43 INV = 4�99 4677.00 ALL THRUST BLOCKING SHALL BE IN ACCORDANCE PRE-DISTURBANCE EXISTINGr WITH COB STANDARD DRAWING 02660-1 AND GROUND SURFACE 3 02660-3. 468 685 ALL FIRE HYDRANTS SHALL BE MUELLER SUPER CENTURION 250 OR WATEROUS 5 4" PACER SEE CROSS SECTION (STA. 31+23.06) ON SHEET C4.7 FOR END OF PROPOSED WHEAT DRIVEi MODEL HYDRANTS PER COB STANDARDS AND INSTALLED IN ACCORDANCE WITH COB STD. DWG. VERTICAL SEPARATION DIMENSION TO SANITARY SEWER 21.4' of 12" DIA: DI CLASS 51 B 0.00% IMPROVEMENTS (STA 33+00.00) 02660-4. 468 I 680 CONTRACTOR TO VERIFY ALL CONNECTIONS TO 12 X 12" DI TEE, MJ 3 EXISTING WATER MAIN. & 12" X 8" DI REDUCER, MJ (ON SW STUB) _ STA. 31+23.06 INSTALL INSULATION ABOVE WATER MAIN AT ALL INV = 4 4 149.1' of 12" DIA. DI LOCATIONS WHERE BURY DEPTH IS LESS THAN 467 4676.70 CLASS 51 O 0.00% 6.5-FT, TYP. 12" DI GATE VALVE, MJ 12" DI END CAP & BLOWOFF STA. 31+44.43 12" X 6" DI HYDRANT TEE, MJ STA. 32+98.50 INV = i6116-74 STA. 31+49.43 INV 4676.73 INV =-16+6-+1 (12") 4676.76 467 5.0` of 12" DIA. DI CLASS 51 ®0.00% 4676.73 670 [0� O NN Wy apt ENT GO 00� n w (O 00 N n N 00tV� � Ow oow oo I" r r6� aD,o aD aD aD aD 00 0 0 0 0 0 0 0 0 0 0 0 01 0 0 0 0 0 0 - + + + + + + + + + + + ++ PROFILE VIEW-WHEAT DRIVE WATER(STA:28+00.00-STA:32+64.00) NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE FEET VERTICAL SCALE FEET CNTgN PROJECT #:14-167.10 SWEET 1 REMOVED GATE VALVE ON STUB EJF 11 Ol 2022 0 50 100 0 5 10 eP q NORTH PARK RK DEVELOPMENT �[�'q V LOPM NT - PHASE S°�[�'q 2 DESIGN 32 DISCOVERY DRIVE � DATE: 07/17/2024 y scow AQ! t ll >Le\Y A� t v II BOZEMAN,MT 59718 Civil Engineering C4.2 * R ROMEY WHEAL[" DRIVE WATER PLAN & PROFILE PHONE(406)582-0221 Gectechnical Engineering PLAN & PROFILE N..acne ac FAX(406)582-5770 ALLIED PROJECT ENGINEER: RSR DRAWN BY: EVR, EJF q` www.allieden ineering.com Land Surveying UMNme1NG F`Ss1'G-1 C\�' ]�®�E AN ®NTANA g sExvlca:awe NORTH[PARK DESIGN DESIGNED BY: RSR,BDA,ASG REVIEWED BY: RSR A 9 • WHEAT DRIVE WATER P&P jR]EdC®]DL\D MUELLER SC-2 FIRE HYDRANT . / [gI � BURY Y DEPTH: 9.35' DIRAWING ARROW BOLT STA: 12+0L ELEV= 4730.30 OFFSET: 20.5.5 L 6 0 ',? APPROXIMATE LOCATION OF ABANDONED / UNDERGROUND GAS LINE CROSSING, 28.4' of 8" DIA. DI CLASS 51 WATER MAIN / •,� CONTRACTOR TO VERIFY ABANDONMENT EXTENSION WITH 8" DI END CAP & 8"x8%6" DI HYDRANT TEE, MJ PRIOR TO CONSTRUCTION BLOWOFF PER COB STD DWG 02660-7 STA: 12+00.00 EX. WATER MAIN r--� 8" DI GATE VALVE, MJ (FROM PHASE 1) C.) INVERT =1'+8-99 OFFSET: 11.0 L CONNECT TO EXISTING WATER /47p,73 STA: 7+1.0 L I MAIN FROM PHASE 1. VERIFY // / APPROXIMATE LOCATION OF EXISTING OFFSET: 11.0 L + PRIOR TO CONSTRUCTION / / r , UNDERGROUND PIPELINE CROSSING, / SEE PROFILE VIEW NOTES THIS SHEET. 15 0 T T O O O O FL®1\L9 LA1WE O / N O O J_ _ APPROXIMATE LOCATION OF EXISTING UNDERGROUND GAS LINE I ----------------------- CROSSING (+STA 7+44+00). CONTRACTOR SHALL FIELD VERIFY --------------------- LOCATION, DEPTH, AND COORDINATE CROSSING WITH APPLICABLE / 8" DI TEE, MJ -�-� / / e-8" DI GATE VALVE, MJ - - - UTILITY SERVICE PROVIDER & ENGINEER PRIOR TO CONSTRUCTION. / " STA: 11+61.01 --� '� STA: 14+52.87 CONTRACTOR SHALL TAKE APPROPRIATE CAUTION WHILE WORKING IN OFFSET: 11.0 L // 8" DI GATE VALVE, MJ L- STA: 11+66.01 OFFSET: 11.0 L PROXIMITY TO EXISTING UNDERGROUND UTILITIES. OFFSET: 11.0 L SEE ELECTRICAL PLANS LOT 4,GORDON LOT 5,MAN➢EVILLE MAN➢ I GORDON F-1I I /// ° /// /// /// 4h4 of 8" DIA. DI CLASS 51 WATER MAIN STATE SCHOOL STATE SCHOOL / / / 9/ / EXTENSION WITH 8" DI END CAP & SECTION SECTION LOT b,GORDON LOT 7A,Gflhi➢ON I / / // / BLOWOFF PER COB STD DWG 02660-7 SUB➢IVISIflN SUBDIVISION / / INVERT= 4710.40 MANDEVILLE MANDEVILLE STATE SCHOOL STATE SCHOOL I // TOP OF PIPE ELEVATIONS: SECTION SECTION TOP ®7+92 = 4717.37 / SUBDIVISION SUBDIVISION / ° / TOP ®8+53 = 4717.57 / // = 7 / NOTES: TOP ®8+85 4717. 7 EX. LOT LINES = ALL WATER MAINS SHALL BE CLASS 51, AWWWA C151 DUCTILE IRON PIPE. TOP ®9+31 4718.10 ]P]LAI�T VIEW-FLORA WATER(STA:Il+00.00-STA Il4+�2.92) TOP ®9+67 =4718.36 ALL PIPE BEDDING SHALL BE TYPE 1 IN ACCORDANCE WITH COB STD DWG. 02221-1. TOP ®10+29 = 4718.77 ALL WATER MAINS ARE WITHIN PLANNED PAVED SECTION; THUS ALL TRENCH BACKFILL SHALL BE TYPE A. TOP ®10+65 = 4719.10 TOP ®11+01 = 4719.34 SEE SHEET C0.4 FOR HYDRANT TABLE. 474 TOP ®11+37 = 4719.63 TOP ®11+61 = 4719.67 ALL THRUST BLOCKING SHALL BE IN ACCORDANCE WITH COB STANDARD DRAWING 02660-1 AND 02660-3. CULTIVAR TOP ®11+66 = 4719.67 60' WIDE TOP ®12+09 = 4719.70 ALL FIRE HYDRANTS SHALL BE MUELLER SUPER CENTURION 250 OR WATEROUS 5 2" PACER MODEL ACCESS & UTILITY TOP ®12+27 = 4718.89 HYDRANTS PER COB STANDARDS AND INSTALLED IN ACCORDANCE WITH COB STD. DWG. 02660-4. EASEMENT TOP ®12+85 = 4717.05 474 TOP ®13+21 = 4715.89 CONTRACTOR TO VERIFY ALL CONNECTIONS TO EXISTING WATER MAIN. PRE-DISTURBANCE EXISTING TOP ®13+57 = 4714.52 GROUND SURFACE TOP ®13+93 = 4713.32 INSTALL INSULATION ABOVE WATER MAIN AT ALL LOCATIONS WHERE BURY DEPTH IS LESS THAN 5.5-FT, TYP. TOP ®14+11 = 4712.34 MUELLER SC-250 FIRE HYDRANT _ STA. 3+50.01 APPROXIMATE LOCATION OF EXISTING UNDERGROUND GAS LINE APPROXIMATE LOCATION OF ABANDONED MUELLER SC-250 FIRE HYDRANT 473 INV = 4724.53 IN UNDERGROUND GAS LINE CROSSING, CROSSING (f STA 12+29), DEPTH UNKNOWN. CONTRACTOR 735 CONTRACTOR TO VERIFY ABANDONMENT PRIOR - STA. 12+00,00 SHALL FIELD VERIFY LOCATION, DEPTH, AND COORDINATE TO CONSTRUCTION INV = d3fi9. IN CROSSING WITH APPLICABLE UTILITY SERVICE PROVIDER & 4719.17 ENGINEER PRIOR TO CONSTRUCTION. CONTRACTOR SHALL (6) EXISTING A-2000 PROPOSED FLORA LN TAKE APPROPRIATE CAUTION WHILE WORKING IN PROXIMITY UTILITY CULVERTS, TYP. CL FINISHED GRADE TO EXISTING UNDERGROUND UTILITIES. 473 / \ (EXISTING FROM PHASE 1) 730 APPROXIMATE LOCATION OF EXISTING � UNDERGROUND GAS LINE CROSSING, SEE NOTES ON SHEET C4.1. - 472 - - Tt 725 6BURYT 9.1' \ (5) 12 & (1) 15" 2,g' (MIN) PROPOSED A-2000 368.4' of 8" DIA. DI PVC PIPES AS 472 4.6' CLASS 51 O-0.66% UTILITY CULVERTS. 2.3' 720 2.1' 3 EXISTING WATER MAIN FROM PHASE 1 252.9' of 8" DIA. DI 8 8" DI TEE, MJ CLASS 51 ®3,43% INV _-4978-35 � 4710.38 471 715 8" DI GATE VALVE, MJ FROM PHASE 1 CONNECT TO EXISTING WATER 41.0 of 8" DIA. DI i ( ) MAIN FROM PHASE 1. VERIFY 0 CLASS 51 0.00% STA. 7+92.61 PRIOR TO CONSTRUCTION 8" DI TEE, MJ 8" X 6" DI HYDRANT TEE, MJ 3 INV = d 96.58 STA. 11+61.01 STA. 12+00.00 4716.30 INV - 4�48 4718+96 INV = # 9+87-(8") 471 4719.05 710 8" DI GATE VALVE, MJ 34.0' of 8" DIA. DI STA. 11+66.01 CLASS 51 @-0.43% INV = 4�8+95 8" DI GATE VALVE, MJ 4718.96 STA. 14+52.87 INV = t'MO.B9 470 4710.42 705 m cD 7 Q M M N m N u7� w I' w O I" r M O M I� w LO M a o� M O r m N t0 N O> O O O> cp � c0 M N �7 N M �!1 O N N M n M 01 N N M M I� N W N O O N N N �O N O! u)� Q� M(V �y D7 M� r O O p0 0Oi 0rn W� Ol^ �� ^u) ^u) ^� W� Old �� W� ^N (per ao NOi N �N M M M M M M M M N M N j7 N Mr'l M M M M M N M N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N r n r n r N r n r ^r ^r N r ^r ^r ^r ^r ^r r`r n r ^r ^r N r 0 0 o o o o o o 0 0 o o o o o o o 0 0 0 0 0 0 0 0 0 0 o n o o in o in o in ro ]PROFI]LE VIEW-FLORA WATER(STA: Il+00.00-STA:Il4+82.92) � PROFILE EXTENDED TO NORTH NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE FEET VERTICAL SCALE FEET ONTAN 7�7 �? PROJECT #:14-167.10 SHEET 1 SEE INDIVIDUAL CALLOUTS EJF 11 01 2022 0 50 100 0 5 10 e� q NORTH PARK DEVELOPMENT Eq JLe®PAT'llJG'A�T _ PHASE '2 DESIGN 32 DISCOVERY DRIVE � DATE: 07/17/2024 2 REMOVED SOME WTR & SWR STUBS EJF Ol 06 2023 * _y sco B0ZEMAN,MT 59718 Civil Engineering PLAN & PROFILE ��^� -Y ]FLORA LAN] WATER PLAN & PROFILE PH0NE(406)582-0221 Geotechnical Engineering ALLIED FAx(406)682-5770 Land Surveying ENGINEE8ING PROJECT ENGINEER: RSR DRAWN BY: EVR, EJF Ho.<0"6 PE = www.alliedengineering.wm F�;- BOZEMAN N1 ONTANA NORTH PARK DESIGN DESIGNED BY: RSR,BDA,ASG REVIEWED BY: REP A 9 °%^esep,oie``• F]LORAWATER]P&P I � APPROXIMATE LOCATION OF EXISTING \ Do 8"x8"x6" DI HYDRANT TEE, MJ UNDERGROUND GAS LINE, SEE ® APPROXIMATE LOCATION OF EXISTING\ STA: 18+99.16 '� �� APPROXIMATE LOCATION OF ABANDONED PROFILE VIEW NOTES THIS SHEET w UNDERGROUND GASLINE CROSSING, `� OFFSET: 11.0 R �� \ UNDERGROUND GAS LINE CROSSING, 8 8" DI TEE, MJ 00 b SEE PROFILE VIEW NOTES THIS SHEET �o 8" DI 22.5° VERTICAL BEND, MJ MUELLER SC-250 FIRE HYDRANT I CONTRACTOR TO VERIFY ABANDONMENT STA: 14+93.87 / `� \�\ STA: 18+66.69 BURY DEPTH: iL51' `� PRIOR TO CONSTRUCTION OFFSET: 11.0 R OFFSET: 11.0 R STA: 18+99.16 `� 51.0' of 8" DIA. DI CLASS 51 WATER MAIN Dom OFFSET: 20.5 R ARROW BOLT �\ 12" X 8" DI CROSS, MJ O EXTENSION WITH 8" DI END CAP & \8" DI 22.5° VERTICAL BEND, MJ ELIE = 47017.39 _ I STA: 23+29.88 (WHEAT DRIVE ALIGNMENT) BLOWOFF PER COB STD DWG 02660-7 STA: 18+55.40 OFFSET: 6.6 L INVERT =-47650 OFFSET: 11.0 R r--T\ o �\ 4706.28'� ---I L I _�I `� I � F m FAUNA T L O O '-I- O r 8" DI CROSS, MJ r -- r -� \ \ 48.4' of 8" DIA. DI CLASS 51 WATER MAIN ), I STA: 17+17.00 L J I T ` EXTENSION WITH 8" DI END CAP & _ 8' S : 11 VERTICAL BEND, MJ \ \ BLOWOFF PER COB STD DWG 026& OFFSET: 11.0 R STA: 17+54.80 __J �k' II 11 60-7 OFFSET: 11.0 R �� 1 INVERT =-46Q9-I ,S-�9c• I I 8"x8"x6" DI HYDRANT TEE, MJ 8" DI 22.5' VERTICAL BEND, MJ V\� \ 1 4691.21 !' 8" DI GATE VALVE, MJ y STA: 15+22.00 OFFSET: 11.0 R STA: T: 11. 33 \ ), OFFSET: 11.0 R o STA: T: 11. 62 \ c MUELLER SC-250 FIRE HYDRANT -� OFFSET: 11.0 R �\ BURY DEPTH: 9.73' 8" DI GATE VALVE, MJ STA: 15+22.00 ARROW BOLT STA: 17+22.00 `� ` �"' c ` OFFSET: 20.5 R ELEV= 4722.42 OFFSET: 11.0 R II 8" DI GATE VALVE, MJ \ STA: 15+17.00 29.0' of 8" DIA. DI CLASS 51 WATER MAIN OFFSET: 11.0 R EXTENSION WITH 8" DI END CAP & \ \ BLOWOFF PER COB STD DWG 02660-7 INVERT #785c56 0 ` 4706.31 PLAN VIEW e]FAUNA WATER(STA:14+83.00 e STA 23+00.00) NOTES: APPROXIMATE LOCATION OF EXISTING UNDERGROUND GAS LINE 1. ALL WATER MAINS SHALL BE CLASS 51, AWWWA C151 DUCTILE IRON PIPE. CROSSINGS (±STA 17+98 AND ±STA 15+09), DEPTH 4725T UNKNOWN. CONTRACTOR SHALL FIELD VERIFY LOCATION, 725 2. ALL PIPE BEDDING SHALL BE TYPE 1 IN ACCORDANCE WITH COB STD DEPTH, AND COORDINATE CROSSING WITH APPLICABLE UTILITY DWG. 02221-1. PRE-DISTURBANCE EXISTING SERVICE PROVIDER & ENGINEER PRIOR TO CONSTRUCTION. GROUND SURFACE CONTRACTOR SHALL TAKE APPROPRIATE CAUTION WHILE 3. ALL WATER MAINS ARE WITHIN PLANNED PAVED SECTION; THUS ALL WORKING IN PROXIMITY TO EXISTING UNDERGROUND UTILITIES. TRENCH BACKFILL SHALL BE TYPE A. 472 720 4. SEE SHEET CO.4 FOR HYDRANT TABLE. 0 MUELLER SC-250 FIRE HYDRANT _ - PROPOSED FAUNA STREET STA. 15+22.00 FINISHED GRADE 5. ALL THRUST BLOCKING SHALL BE IN ACCORDANCE WITH COB STANDARD DRAWING 02660-1 AND 02660-3. INV = 4710.48 IN 6. ALL FIRE HYDRANTS SHALL BE MUELLER SUPER CENTURION 250 OR 471 715 WATEROUS 5 }" PACER MODEL HYDRANTS PER COB STANDARDS AND WHEAT DRIVE INSTALLED IN ACCORDANCE WITH COB STD. DWG. 02660-4. 23.1' of.8" DIA. DI 1 8" X 6" DI HYDRANT TEE, MJ 90' WIDE CLASS 51 @ 0.00% STA. 15+22.00 MUELLER SC-250 FIRE HYDRANT ACCESS & UTILITY 51.8' of 8" DIA. DI INV = +7w39 (8") 4710.31 STA. 18+99.16 EASEMENT 7. CONTRACTOR TO VERIFY ALL CONNECTIONS TO EXISTING WATER MAIN. CLASS 51 @ 0.00% INV =-4693.6-7-IN 8. INSTALL INSULATION ABOVE WATER MAIN AT ALL LOCATIONS WHERE BURY 471 �S- 4694.34 710 DEPTH IS LESS THAN 6.5-FT, TYP. 15.3' of6)9 CLASS 51 @ 0.00% 2 7; APPROXIMATE LOCATION OF ABANDONED 195.0' of 8" DIA. DI UNDERGROUND GAS LINE CROSSING, CLASS 51 @2.51% CONTRACTOR TO VERIFY ABANDONMENT 30 PRIOR TO CONSTRUCTION 705 �'}��''v�/'� 8"DI CROSS, MJ 2 9' 499-151 JLOJLo O]RD g470t STA. 17+17.00� 1,12% - - - - - INV =-4785-5&4706.35 ' � _ - _ D�AWING 4710.28 -- - - 8" DI GATE VALVE, MJ CLASS of 8" DIA. DI _----- CLASS 51 @ 0.00% STA. 17 785.00 --- 700 INV =-4�85-5&VALVE, MJ 4706.36 15+17.00 48:4' of 8" DIA. DI = q- ie.39 8"DI 22.5' VERTICAL BEND, MJ CLASS 51 @ 0.00% 4710.31 STA. 17+37.33 INV = 70558 2.9 3.0' ( 2.0' a 469 4705:57 8" DI 22.5' VERTICAL BEND, MJ 695 v STA. 18+55.40 2'0 TOP OF PIPE ELEVATIONS: 3 17.5' of 8" DIA. DI 4698.19 INV =moo a CLASS 51 @ 41.42% 11.3' of 8"^DIA. DI TOP ®15+50 = 4709.92 303.5' of 8" DIA. DI 469 8" DI 22.5° VERTICAL BEND, MJ CLASS 51 @ 41.427 CLASS 51 @ 0.76% 690 TOP ®16+00 = 4609.20 STA. 17+54.80 8" DI 22.5' VERTICAL BEND, MJ TOP ®16+50 = 4708.48 r i INV STA. 18+66.69 =4:69i+iE) TOP 0 17+17 = 4707.08 4698.25 INV =-4693.59 8" X 6" DI HYDRANT TEE, MJ 8" DI GATE VALVE, MJ TOP ®17+55 = 4698.27 3 STA. 18+99.16 STA. 22+02.62 TOP ®18+00 = 4698.12 4694.24 INV - 4695.59-(8") INV = 4691.27 TOP ®18+50 = 4698.92 - 468 4694.27 685 TOP 0 19+00 = 4695.00 32.5' of 8" DIA. DI TOP ®19+32 = 4694.47 CLASS 51 @ 0,00% 51.6' of 8" DIA. DI TOP ®19+86 = 4693.62 CLASS 51 @ 0.00% TOP ®20+40 = 4693.30 SEE C4.2 FOR CONNECTION TO EX. MAIN TOP ®20+94 = 4692.81 TOP ®21+48 = 4692.24 468 680 TOP 0 22+00 = 4692.00 TOP ®22+50 = 4691.62 a M a m o �n= mo ON nN EOM NO M MM NN coN O� LL7 �r'l n W ON QOJ �OJ �OJ ^OJ NO NIN 0'OJ ^Q NCO 'i J NO Cl� C!N MjN MIM 0 M M Nh Nh h h h h O 0r 0m 0� 00 00 00 00 00 00 O O O n� n� n� n� n" n n� n, n, � M O O O O O O O O O O O O O O O O O O O N O ill O ill O ill O ill O ill O N O ill O N O N O � if1 ifl cp cp I� r of W m m O O N N M M � A PROFILE EXTENDED TO SHOW EASTERN WATER & SEWER STUBS PROFILE VIEW-]FAUNA WATER(STA:14+83.00 e STA:23+00.00) �I NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE FEET VERTICAL SCALE FEET ONTAN PROJECT #:14-167.10 SHEET 1 SEE INDIVIDUAL CALLOUTS EJF 11 Ol 2022 0 50 100 0 5 10 e� q NORTH PARK DEVELOPMENT ENT _ PHASE 2 DESIGN 32 DISCOVERY DRIVE � DATE: 07/17/2024 lq-y 2 REMOVED SOME WTR & SWR STUBS EJF 01 06 2023 * _y sco BOZEMAN,MT 59718 Civil Engineering PLAN & PROFILE 4.4 -Y FAUNA STREET WATER PLAN & PROFILE PHONE(406)582-0221 Gectechnical Engineering ALLIED FAx(406)682-5770 Land Surveying ENGINEERING PROJECT ENGINEER: RSR DRAWN BY: EVR, EJF Ho.<0"6 PE = www.alliedengineering.wm �Ss'°E" BOZEMAN MONTANA a�xnc�urc NORTH]PARK DESIGN DESIGNED BY: RSR,BDA,ASG REVIEWED BY: RSR A 9 °i.......� 19.4c ]FAUNA WATER P&P u .& 12" X2 8DIDI REDUCER, MJ (ON SW STUB) STA: 0+10.89 - PROPERTY BOUNDARY / OFFSET: 8.6 L / 12" DI GATE VALVE, MJ' SEE ELECTRICAL PLANS/ / STA: 0+44.89 -_-OFFSET:OFFSET: 8.6 L - - - �_ - _ _ EXTENTS OF RECENT RAILROAD 12" DI 11.25' BEND, MJ - - _ - - EMBANKMENT GRADING STA: 1+29.82 OFFSET: 11.3 L EX. CELL TOWER ACCESS ROAD / ° // / / O 12" DI 22.5' BEND, MJ \ \/ STA: 1+57.65 OFFSET: 13.7 L 1 12" DI GATE VALVE, MJ STA: 2+57.80 OFFSET: 10.2 L Ij 1211x1211x6" / / DI HYDRANT TEE, MJ 12" DI 45' VERTICAL BEND MJ P� STA: 2+64.05 STA: 6+93.39 FF OFFSET: 10.4 L OFFSET: 13.3 L �G MUELLER SC FIRE HYDRANT SEE SHEET C4.6 FOR 1 1 BURY DEPTH: 8.00' 12" DI 45' VERTICAL BEND, MJ / DETAIL BLOW-UP OF EX. 1 ARROW BOLT STA: 6+88.80 / WATER MAIN DIP BELOW STA: 2+64.05 ELEV- 4687.05 OFFSET: 13.1 L / / \ OFFSET: 18.4 L - / PROPOSED SEWER MAIN 12" DI 11.25' BEND, MJ 12" DI SOLID SLEEVE (UNION), MJ 12" DI 45' VERTICAL BEND, MJ/ STA: 2+70.80 CONNECT TO EX., CONTRACTOR TO VERIFY EX. ELEVATION STA: 6+95.47 r________________ - - 1 - -OFFSET::-10.6 L -STA 6+83_66, OFFSET: 13.1 L OFFSET: 13.4 L --�- - -- -- - - - - �- -- - ---- - - - - - / /-��-- -�s�- s- -s- s A - - . - 1------r= --- --- _ -_-_ - _ �-/ - T � - PROPOSED DETENTION POND UTILITY AND EMERGENCY ACCESS O (GRADING-EXTENTS) \ \ PROPOSED �- - - ---- ------ -------- CONNECT TO EXISTING 12%6" DI HYDRANT TEE, MJ o / 8.0' of 6" DIA. DI 12" DI TEE, MJ 12" DI 45' VERTICAL BEND,MJ STORM DRAIN CONTRACTOR TO VERIFY EXISTING ELEVATION CLASS 51 Q 0.00% STA: 2+78.73 STA: 6+86.62 OFFSET: 8.7 L OFFSET: 13.1 L EX. CELL TO �{ PLAN VIEW-UTI]LITY AND EMERGENCY ACCESS(STA.0+00.00-8+25,00) NOTES: ALL WATER MAINS SHALL BE CLASS 51, AWWWA C151 DUCTILE IRON PIPE. ALL PIPE BEDDING SHALL BE TYPE 1 IN ACCORDANCE WITH COB STD DWG. 02221-1. 470 700 ALL WATER MAINS ARE WITHIN PLANNED PAVED SECTION; THUS ALL TRENCH BACKFILL SHALL BE TYPE A. SEE SHEET CO.4 FOR HYDRANT TABLE. 469 695 ALL THRUST BLOCKING SHALL BE IN ACCORDANCE WITH COB STANDARD DRAWING 02660-1 AND 02660-3. ALL FIRE HYDRANTS SHALL BE MUELLER SUPER CENTURION 250 OR WATEROUS 5 �" PACER MODEL HYDRANTS PER COB STANDARDS AND INSTALLED IN ACCORDANCE WITH COB STD. DWG. 02660-4. 469 690 CONTRACTOR TO VERIFY ALL CONNECTIONS TO EXISTING WATER MAIN. MUELLER SC-250 FIRE HYDRANT INSTALL INSULATION ABOVE WATER MAIN AT ALL LOCATIONS WHERE ��®�� STA. 24676.9 BURY DEPTH IS LESS THAN 6.5-FT, TYP. ST = 464.05 IN �'}� }}��y 468 685 RESTRAIN JOINTS ON EXISTING MAIN PER RESTRAINT TABLE AT NEW DIRDA ]` I �l GATE VALVES. �v//�� 12" DI GATE VALVE, MJ EX. FIRE HYDRANT TO REMAIN STA..0+44.89 _ 3 INV = 46716.69 30.2 of 12" DIA. DI - 4676.67 CLASS 51 ®0.00% 12" DI TEE, MJ _ 103.4' of 12" DIA. DI CONNECT TO EX., CONTRACTOR TO VERIFY ELEVATION 12" DI 45' VERTICAL BEND, MJ 8 CLASS 51 ®0.00% STA. 24676.6 12 DI 45° VERTICAL BEND, MJ TOP OF PIPE ELEVATIONS: INV = 4676.69 STA. 6+86.62 a X. SEWER MAIN INV =-d£ fi7- STA. 6+95.47 4673.21 INV =46;�4.9;46.73.10 TOP ®0+00 = 4677.59 w 12" DI SOLID SLEEVE (UNION), MJ EX. GATE VALVES TOP ®0+50 = 4677.74 4675 STA. 6+83.66 675 TOP ®1+50 = 4677.70 86.8' of 12" DIA. DI 'i 12" X 12" DI TEE, MJ 12" DI 22.5' BEND, MJ 12' DI 11.25' BEND, MJ EX. WATER MAIN EX. WATER MAIN TOP ®2+00 = 4677.70 CLASS 51 ®0.00% STA. 1+57.65 STA. 2+70.80 19" TOP ®2+50 = 4677.76 & 12" X 8" DI REDUCER, MJ (ON SW STUB) INV = 4676.69 EXISTING PRV REMOVED TOP ®6+86 = 4674.28 STA. 0+10.89 134.0' of 12" DIA. DI INV = 46�6c69• 12" DI 45' VERTICAL BEND, MJ AS PART OF PHASE 1.5 TOP ®6+90 = 4671.89 INV = 4G 76-t4 12' CLASS 51 9-0.14% 467 .61 STA. 6+88.80 3 ( �) TOP ®6+96 = 4674.17 4676.70- 467 INV= 4670.80 670 12%12%6' DI HYDRANT TEE, MJ EX. PR i; INV = 46�6.99(8") 12" DI 11.25' BEND, MJ 12" DI GATE VALVE, MJ VAULT 4676.86 STA. 1+29.82 STA. 2+57.80 STA. 2+64.05 5.0' of 12' DIA. DI CLASS 51 0.00% INV = 4666.69 INV = 4676.69 INV = 16�&-6'9 4676.53 12" DI 45° VERTICAL BEND, MJ CONNECT TO EXISTING 12%6" DI HYDRANT TEE, MJ 4676.83 STA. 6+93.39 CONTRACTOR TO VERIFY EXISTING ELEVATION INV 46;�A-89 466 4670.83 665 O �N N� Mud ON M� c'cD ^oJ �O 00 0 m N of 'd, NOy y a0v 0yo y 'i� N N� N � NO� C30 CO0 p00 0 a0N O 1w J 0J 0co w Co a0W m ° m ° .0 Go GDwO m� v a ma f0� a a a v a a a O O o o O O O O O O O O O O O O O �n O O f) O O O O O O O N + + + + + + + + + + + + + + + + + + PROFILE VIEW-UTI]LITY AND EMERGENCY ACCESS(STA.0+00.00-8+25.00) NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE FEET VERTICAL SCALE FEET ONTq PROJECT #:14-167.10 SHEET 0 50 100 0 5 10 vD n'q NORTH PARK DEVELOPMENT - PHASE S°�[�'q 2 DESIGN 32 DISCOVERY DRIVE � DATE: 07/17/2024 ��o� b l ya ba'u b xf 6 v �e BOZEMAN,MT 59718 Civil Engineering * re°-Y UTILITY & EMERGENCY ACCESS WATER PHONE(406)582-0221 Geotechnical Engineering PLAN & PROFILE Ho.<0"6 PE FAX(406)582-5770 ALLIED PROJECT ENGINEER: RSR DRAWN BY: EVR, EJF = _Alliedengineering.00m Land Surveying EMINEENING �Ss'°E" BOZEM[AN9 M ONTANA smxncs% NORTH]PARK DESIGN DESIGNED BY: RSR,BDA,ASG REVIEWED BY: REP A °'�e.:ea„�°`"�4c UTILITY&EMERGENCY u EX. CELL TOWER ACCESS ROAD //I / / \ / I / o PROPOSED DETENTION POND (GRADING EXTENTS) \\ \\\\ / y \ 12" DI 45' VERTICAL BEND, MJ \ \ STA: 34+80.11, OFFSET: 0.0 \ 12" DI GATE VALVE, MJ 1 1 12" DI GATE VALVE, MJ CONNECT TO EXISTING - --t---------- ----- o----_I�/ ,I �, CONNECT TO EXISTING 1 \\ CONTRACTOR TO VERIFY CONTRACTOR TO VERIFY / EXISTING ELEVATION ` \\ EXISTING ELEVATION - - - - - - STA: 34+88.51, OFFSET: 0.0 - - - - - - �- / STA: 34+60.77, OFFSET: 0.0 END: 35+00.00 ------------------------- - N i`----_-_-_-_-w-_-_-_-_-_-_-Z--A-_- _-- _ __ WHEAT DRIVE - g / o % o 0 o - - -UTILITY AND EMERGENCY ACCESS ---- --- --- -- - ----- --------------- - -- / 0.0 _ _ \ 12" DI 45' VERTICAL BEND, MJ ------------------------- \ --- STA: 34+63.77, OFFSET: 0.0------ START OF WATER REVISION ALIGNMENT / o / \�\ �- 12" DI 45' VERTICAL BEND, MJ 12" DI 45' VERTICAL BEND, MJ STA: 34+82.51, OFFSET: 0.0 STA: 34+66.78, OFFSET: 0.0 �-_� -_---I EX. CELL TOWER PLAN VIEW-EXISTING WATER REVISION(STA.30+00-35+00) 470 700 �]Ej C®IRD APPROXIMATE LOCATION EXISTING UNDERGROUND GAS TRANSMISSION LINES CROSSING (t30+47 & t30+72). DEPTH UNKNOWN. CONTRACTOR SHALL FIELD VERIFY LOCATION, DEPTH, AND COORDINATE CROSSING WITH APPLICABLE UTILITY SERVICE PROVIDER & ��r� y,'y ENGINEER PRIOR TO CONSTRUCTION. CONTRACTOR SHALL TAKE APPROPRIATE CAUTION J'L�\\\yl(\/l�_J WHILE WORKING IN PROXIMITY TO EXISTING UNDERGROUND UTILITIES. 469 695 WHEAT DRIVE FG � EG 469 ` 690 -EXISTING 12" WATER MAIN TO BE SANITARY SEWER CROSSING EX. 12" DI WATER MAIN REMOVED & REPLACED WITH NEW 1.5' MIN. VERT. SEPARATION PIPE AND FITTINGS AS SHOWN 468 - 685 STORM DRAIN 12" DI 45' VERTICAL BEND, MJ STA. 34+82.5 12" DI TEE, MJ 2.8 STA. 34+85.51 - 468 ]-/-4680 NV - dfi�fi-69 4 76.64 1;DNIGATIE VALVE, MJ 12' DI GATE VALVE, MJ CONECT TO EXISTING CONNECT TO EXISTING 3 CONTRACTOR TO VERIFY CONTRACTOR TO VERIFY EXISTING ELEVATION 2.0 EXISTING ELEVATION - 467 STA. 34+60.77 675 NTV.= 16;�8.569 4676.46 NOTES: W INV = 46 6. CAL NO, MJ 12" DI 45' VERTICAL BEND, MJ 1. CONNECTIONS TO EXISTING WATER MAIN SHALL HAVE STA. 34+63.77 STA. 34+80.11 LOCATION AND ELEVATION FIELD VERIFIED BY 3 INV =46�738 INV = 4674.40 CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR _ 467 .0 ofD 4676.69 9 6 TO NOTIFY ENGINEER IF FIELD VERIFIED ELEVATION CLASS 51 O -100.009 13.3' of 12" DIA. DI DIFFERS FROM THAT SHOWN ON THE PLAN. CLASS 51 @ 0.00% 2. 45' VERTICAL BENDS UNDER SEWER MAIN SHALL BE IN 12 DI 45' VERTICAL BEND, MJ ACCORDANCE WITH COB STD DWG 02660-11. STA. 34+66.78 466 INV - '6-4674.40 665 3. ALL VALVES SHALL BE THRUST BLOCKED IN ACCORDANCE WITH COB STD DWG 02660-3. aN m� ^o� wo nm oe w rn ro n 4. ALL FITTINGS SHALL BE THRUST BLOCKED IN �cm uim am rim d. m m ACCORDANCE WITH COB STD DWG 02660-1. 5. RESTRAIN JOINTS ON EXISTING MAIN PER RESTRAINT TABLE AT NEW GATE VALVES. 0 0 0 0 0 0 0 0 0 0 0 o 0 o + + + + + + + + + + + PROFILE VIEW-EXISTING WATER REVISION(STA.30+00 e 35+00) NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE FEET VERTICAL SCALE FEET ONTq PROJECT #:14-167.10 SHEET 0 50 100 0 5 10 vD n'q NORTH PARK DEVELOPMENT T - PHASE H j�S 2 DESIGN 32 DISCOVERY DRIVE � DATE: 07/17/2024 ��o,p * ev sco ® .Le ya ba'u b�f 6 v �r BOZEMAN,MT 59718 Civil Engineering PLAN & PROFILE 6 re°_'y EXISTING WATER REVISION PHONE(406)582-0221 Geotechnical Engineering ALLIED FAXeden 6 eering. Land Surveying EMINEENING PROJECT ENGINEER: RSR DRAWN BY: EVR, EJF Ho.<0"6 PE = www.alliedengineering.wm F�;- BOZEMAN MONTANA > NORTH PARK DESIGN DESIGNED BY: RSR,BDA,ASG REVIEWED BY: RSR A 9 °%.......� 11.4c EXISTING WATER REV. WHEAT DRIVE WATER MAIN EXTENSIONS WAIEH MAINS CROSSING GRAVITY SANITARY OR STORM SEWERS MUST BE LAID WITH A MINIMUM VERTICAL SEPARATION DISTANCE OF 18-INCHES BETWEEN THE OUTSIDE OF 19+89.80 THE WATER MAIN AND THE OUTSIDE OF THE SEWER. 4715 4715 IF 18-INCHES OF VERTICAL SEPARATION CANNOT BE OBTAINED, THE FOLLOWING MUST PRE-DISTURBANCE EXISTING BE DONE PER MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY STANDARDS (DEO-1, 4710 GROUND SURFACE PROPOSED FINISHED GRADE 4710 1.VERTICAL SEPARATION AT CROSSINGS MUST BE AT LEAST 6-INCHES; 4705 EX. 10" DIA. SEWER MAIN 4705 EX. 12" DIA. WATER MAIN 20 0 2.SEWERS MUST BE CONSTRUCTED OF SLIP-ON OR MECHANICAL JOINT PIPE 1.64' SEPARATIION 19+89.80 COMPLYING WITH MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY PUBLIC 4700 4700 , WATER SUPPLY DESIGN STANDARDS AND BE PRESSURE TESTED TO A MINIMUM OF 150 PSI TO ASSUME WATERTIGHTNESS; 8" DI INV=4698.28 8" DI INV=4698.18 I 3.AT CROSSINGS, ONE STANDARD LENGTH OF NEW PIPE MUST BE CENTERED AT 4695 4695 APPROXIMATELY A 90-DEGREE ANGLE IN RESPECT TO THE EXISTING PIPE; 12" X 8" DI CROSS 4.SEWER SERVICES UTILIZING IN-LINE FITTINGS AND EXTENDING TO PROPERTY LINES, 4690 n n 4690 HN m� oo Wm no nw wm g� eve g� wm nm ,v,o Wm oo �- H"! hn I� OR BEYOND, MUST BE INSTALLED AND TESTED WITHIN 10-FEET OF THE CROSSING. �^ r^ $o 00 $o $� o� o^ o^ SADDLES ARE NOT ACCEPTABLE; AND $o $o $o $o 00 $o 00 $o o IA as �� 5.EITHER THE WATER OR SEWER MAIN MUST BE ENCASED IN A WATERTIGHT 0 20 40 60 CARRIER PIPE WHICH EXTENDS 10-FEET ON BOTH SIDES OF THE CROSSING OR "' o N o o n o N o ,n o o o N N no M p p o N o 1 THE MAINS MUST BE ENCASED IN A MINIMUM OF 6-INCHES OF FLOWABLE FILL FOR A MINIMUM OF 10-FEET EACH SIDE OF THE CROSSING PIPES. IF THE MINIMUM SIX-INCH SEPARATION IS NOT VIABLE, THE WATER LINE MUST BE �(FEET) RELOCATED AND VERTICAL SEPARATION AT CROSSINGS BETWEEN WATER AND SEWER MAINS MUST BE AT LEAST 18-INCHES. I 23+88.72 4710 4710 24 t 00 23+88.72 4705 4705 4700 4700 FAUNA]LANE EX. 12" WATER MAIN TO EX. 10" DIA.-SEWER MAIN BE REMOVED & REPLACED I 1 1 4695 1.75' SEPARATION 4695 I� O 4690 g" DI INV=4691.21 4690 I� 12"x8" DI CROSS 8" DI GATE VALVE 4685 4685 1 8- "r3� �� n� n� W ro ho ho gam' 1d`� v� gp Hp Hp N� H� O r O r O O r O O O O O O O O O O O O r O o O ksl Oy ny ny ny nr na na na na na na na n� na na na na n� na ♦ ♦ ♦ ♦ a� as a a a a� a a a a a� a a a a a a� a a 0 20 40 60 I SCALE (FEET) 31+23.06 / 4695 4695 \ 4690 _ 4690 _ \ 4685 4685 �I 4680 4680 \ 4675 WINV=4676,.77 467512"x8" DI REDUCER THIS SIDE OF TEEI TEE 12 DI GATE VALVE 4670 p 4670H� w� O� NNMa HM M� Nm Om wr w� ON Ma wa bM Yc��®Jl�lJld 1w1pp w,o 1�1pp,o ww 11pp g' �fp4' wb '2 w� �2 mw m, V VV �� Yd �V YV �d YV �J Yd �V YV �d yV �d �d �V �V \ lo J \22 0 20 40 60 \ SCALE (FEET) \ of NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE FEET VERTICAL SCALE FEET ONTq PROJECT #:14-167.10 SWEET 0 10 20 0 10 20 vD Nq NORTH[ PARK DEVELOPMENT e PHASE 2 DESIGN 32 DISCOVERY DRIVE � DATE: 07/17/2024 ��"p NORTH�i a �LJ/.Le ya ba'u A� �e �sr A r1 BOZEMAN,MT 59718 Civil Engineering / * Ro-Y WATER MAIN ]EXTENSIONS CROSS-SECTIONS PHONE(406)582-0221 Geotechnical Engineering WATER X-SECTIONS FAX(406)582-5770 ALLIED PROJECT ENGINEER: RSR DRAWN BY: EVR, EJF Ho.<0"6 PE = _Alliedengineering.wm Land Surveying EMINEENIrM F�;- BOZEMAN MONTANA NORTH PAII�II�DESIGN DESIGNED BY: RSR,BDA,ASG REVIEWED BY: RSR A 9 °%�esep„fie°�'�yo WATER STUB X_SECs 10' WIDE 10' WIDE UTILITY UTILITY EASEMENT 90' WIDE PUBLIC ACCESS & UTILITY EASEMENT EASEMENT .0' 1.0' 6.0' SIDEWALK BOULEVARD 48.0' WIDE TBC TO TBC BOULEVARD 6.0' SIDEWALK 44 FT. WIDE, EDGE OF PAVEMENT TO EDGE OF PAVEMENT 2' WIDE 2' WIDE CURB AND PROFILE GRADE LINE CURB AND SLOPE = 2.0% GUTTER 2% 3% CROWN FG CENTERLINE) 3% CROWN GUTTER 2% SLOPE = 2.0% _ :..,>.�...s _% 4 IN. THICK M-4000 CONCRETE SIDEWALK 3 IN. BASE (MIN.) 6-IN. THICK 1.5-IN. MINUS CENTERLINE BASE COURSE GRAVEL =18-IN. PPER 8" OF 95%COMPACTION SOILS TO 95% ROAD FABRIC. SEE FABRIC NOTE 3 IN. BASE (MIN.) 4 IN. (TWO 2 INCH LIFTS) OF ASPHALT -IN. MINUS CONCRETE PAVEMENT 95%COMPACTION - RSE GRAVEL 95% COMPACTION �A�SECTION C5.1 TYP.ROAD CROSS-SECTION 10' WIDE WHEAT DRIVE 10' WIDE UTILITY UTILITY EASEMENT EASEMENT 60' WIDE PUBLIC ACCESS & UTILITY EASEMENT 1.0' 1.0' 5.0' SIDEWALK gOU6.5' 35.0' WIDE TBC TO TBC BOULEVARD 5.0' SIDEWALK 31 FT. WIDE, EDGE OF PAVEMENT TO EDGE OF PAVEMENT 2' WIDE CURB AND 2' WIDE GUTTER CURB AND GUTTER SLOPE = 2.0% 2% PROFILE GRADE LINE 2% SLOPE = 2.0% 3% CROWN (FG CENTERLINE) 3%CROWN CONN IT CRETE KSIDEWA00T�� LK 6-IN. THICK 1.5-IN. MINUS 3 IN. BASE (MIN.) BASE COURSE GRAVEL CENTERLINE ROAD FABRIC. SEE FABRIC NOTE / 95% COMPACTION COMPACT UPPER 8" OF 3 IN. BASE (MIN.)J 3-IN. OF ASPHALT 15-IN. SUB-GRADE SOILS TO 95% THICK 6-IN. MINUS CONCRETE PAVEMENT SUB-BASE COURSE GRAVEL FABRIC NOTE: 95% COMPACTION 95%COMPACTION 1 SEC�[°I®iq 1. AT A MINIMUM, ALL ROADS MUST HAVE A SUBGRADE SEPARATOR iq FABRIC CONSISTING OF 315 LB. WOVEN GEOTEXTILE FABRIC (MIRAFI CS.Il TYP.ROAD CROSS-SECTION 60OX OR EQUAL). THIS IS FOR STABLE SUBGRADE CONDITIONS. ALL NOTES: FLORA LANE, FAUNA STREET ROADS WILL HAVE SILT/CLAY SUBGRADE CONDITIONS. THE FABRIC SHALL BE PLACED ALONG ENTIRE LENGTH AND WIDTH OF ALL THE 1. REFER TO PLANS FOR MORE INFORMATION RELATED TO ROADS. SUBGRADE MUST BE SMOOTH AND RUT FREE PRIOR TO LANE SLOPE TRANSITION POINTS AND CURB TYPE LOCATIONS. WOVEN FABRIC PLACEMENT. 2. CURB AND GUTTER PER COB STD DRAWING 02528-1. 20' to 24' WIDE EDGE OF GRAVEL TO EDGE OF GRAVEL 2. IF THE ROAD SUBGRADE IS MARGINALLY SOFT/UNSTABLE, USE HIGH STRENGTH GEOSYNTHETIC (MIRAFI RS 5801) INSTEAD OF THE 315 LB. WOVEN FABRIC. SUBGRADE MUST BE SMOOTH AND RUT FREE PRIOR 1.0' WIDE 3.5' MIN. WIDTH DITCH TO GEOSYNTHETIC PLACEMENT SHOULDER PROFILE GRADE LINE 1.O' WIDE 3. IF THE ROAD SUBGRADE IS WET AND HIGHLY UNSTABLE, GO WITH 3% CROWN CENTERLINE) 3%CROWN MN SHOULDER MPX TENSAR TX-190L GEOGRID (OR TENSAR BX-1300 GEOGRID) X F� SCOPE \� GUj�i WOVENPE OVERLYING 8 FABRIC..Z SUBGRADEEMUSTBRIC BE SMOOTH OF AND THE 315 FEE 1 LB. PRIOR �(FC �� TO NON-WOVEN FABRIC PLACEMENT. 15" OF 6-IN. MINUS 6 IN. THICK 1.5-IN. MINUS PIT RUN SUB-BASE GRAVEL ROAD FABRIC. SEE FABRIC NOTE CRUSHED BASE COURSE 95% COMPACTION CENTERLINE L COMPACT UPPER 8" OF _ 95% COMPACTION SUB-GRADE SOILS TO 95% SECTION CS.Il TYP.ROAD CROSS-SECTION - GRAVEL ACCESS ROADS 24' WIDE 1.0' WIDE EDGE OF PAVEMENT TO EDGE OF PAVEMENT 3.5' MIN. WIDTH DITCH SHOULDER PROFILE GRADE LINE 1.0' WIDE a 3% CROWN 3%CROWN ��...qq 1 MAX (FG CENTERLINE) SHOULDER 1 PX �EPCOIR� SLOPE .. ,.:� .. � s DRAWING 6 IN. THICK 1.5-IN. MINUS 18" OF 6-IN. MINUS CENTERLINE ROAD FABRIC. SEE FABRIC NOTE PIT RUN SUB-BASE GRAVEL CRUSHED BASE COURSE 95% COMPACTION COMPACT UPPER 8" OF 3-IN. OF ASPHALT CONCRETE PAVEMENT 95%COMPACTION SUB-GRADE SOILS TO 95% 95% COMPACTION j SECTION cS.Il TYP.ROAD CROSS-SECTION ASPHALT ACCESS ROAD NO. REVISIONS DRAWN BY DATE �ONTgNq PROJECT #:14-167.10 SHEET NORTH Pl-�JC�K DEVELOPMENT EL®P1N'J[]C NT - PHASE 2 DESI�.41V 32 DISCOVERY DRIVE � DATE: 07/17/2024 C5o1 NOT TO SCALE Civil Engineering * ar sco BOZEMAN,MT 59718 DETAILS reoR EYE STREET SECTIONS PHONE(406)582-0221 Geotechnical Engineering gLL�ED FAxeden 6 eering Land Surveying EN6►REER►N6 PROJECT ENGINEER: RSR DRAWN BY: EVR, EJF Ho.<0"6 PE = www.alliedengineering.wm F ]�OZElV[�1I�I 1�IO1�T�A1�� .�. NORTH PARK DESIGN DESIGNED BY: RSR,BDA,ASG REVIEWED BY: RSR A 9 •�0 STREET SECTIONS STORM PIPE OR CULVERT W/ FETS, SIZE VARIES\ FINISHED GRADE �iii�iTIIJI I I— —I I I I I-11 Dy�—D--D ----------- —3—FT � 1—FT INSULATION LENGTH IS INSULATION w �'C\s --- DETERMINED WHERE DEPTH WIDTH `v` OVERSIZE COBBLES OR OF COVER IS LESS THAN SEE TABLE Y a /\/ ANGULAR RIPRAP WITH �3 3—FT MINIMUM REQUIRED STORM PIPE OR CULVERT D50 = 6—INCHES m 0 W/ FETS, INLET OR ARMORING PROTECTION OVERSIZE OUTLET, SIZE VARIES COBBLES OR ANGULAR RIPRAP INSULATION THICKNESS WITH D50 = 6—INCHES SEE TABLE EROSION CONTROL FABRIC � JSWALE CHANNEL PROFILE EXPANDED POLYSTYRENE PLAN RIGID BOARD FOAM PLASTIC. REFER TO SPECIFICATIONS DETAIL FOR ADDITIONAL INFORMATION. DETAIL WATER OR SEWER MAIN OR SERVICES PIPE BEDDING C5.2 ]PIPE OUTLET PROTECTION SCALE:NTS AS PER MPW 02221-1 * THIS DETAIL APPLIES TO WATER LINES REQUIRED COMMENTS FITTING FITTING RESTRAINED 'FOR TEE FITTINGS,THE FIRST DIMENSION LISTED IS THE SIZE(IN) LENGTH NOMINAL PIPES I7E THES ECOND DIMENSION LISTED IS �� THE BRANCH PIPE SIZE 6 GATE VALVE 29 APPLY TO EITHER SIDE OF IN-LINE VALVES SOIL SURFACE 6X8 TEE 33 RESTRAIN ON NOMINAL SIDE OF TEE,ASSUMED}FTMIN. \\\\/\\\\\/\\\/�` \�\\�\\��\,�\,\\\�� BRANCH LENGTH 6X12 TEE 51 RESTRAIN ON NOMINAL SIDE OF TEE,ASSUMED 3-FT MIN. BRANCH LENGTH 8 GATE VALVE 38 APPLY TO EITHER SIDE OF IN-LINE VALVES 11.25'HORIZONTAL A BEND 8 3 EACH SIDE OF BEND 10 Ir i 22.5'HORIZONTAL FUNDISTURBED SHED GRADE, ASPHALT ROAD SURFACE RIGID BOARD 8 BEND 6 EACH SIDE OF BEND INSULATION 45°HORIZONTAL _ O 8 11 EACH SIDE OF BEND CONCRETE CAP MAY INTERFERE WITH BEND SUB—BASE OF ROAD SECTION. PLACE °� 8 90D HORIZONTAL EACH SIDE OF BEND ROAD FABRIC ABOVE CONCRETE CAP. 90 BEND SEE FABRIC NOTE ON SHEET C5.1 _.... 8 22.5'VERTICAL 6 EACH SIDE OF BENDCOVER WILL VARY PROPOSED CONCRETE CAP, BEND ABOVE CONCRETE CAP CENTER ABOVE PIPELINE. 8 45'VERTICALBEND 11 EACH SIDE OF BEND CONCRETE TO BE 5000 PSI 8X6 REDUCER 16 APPLY TO LARGER SIDE OF REDUCER AND UNREINFORCED. 8X8 TEE 32 RESTRAIN ON NOMINAL SIDE OF TEE,ASSUMED3-FTMIN. 5' GRANULAR FILL WATER MAIN BRANCH LENGTH 4 8X 12 TEE yO RESTRAIN ON NOMINAL SIDE OF TEE,ASSUMED 3-FT MIN. BRANCH LENGTH 12 GATE VALVE 55 APPLY TO EITHER SIDE OF IN-LINE VALVESXX NOTE: A+213 >REQUIRED INSULATION WIDTH 11.25'HORIZONTAL / //\\\/\ /\ WHERE A = TRENCH WIDTH BEND 4 EACH SIDE OF BEND \ \\ \/\/ / // / / \/\\ \ \\ \ \/ 22.5'HORIZONTAL Y/\/\\ \\ \\ \ \/ /18 MIN. / //\/\/\\ \ \\. ��-qv/f T� BEND 8 EACH SIDE OF BEND \// //// //\/\\/\\ \\/ /\/\/ // / //\/\/ �lL wU�®��J 45°HORIZONTAL �VA\VAA�VA�VV � A \ A��A\�VA�VAA�VA��V\� ALTERNATE CONFIGURATION BEND 16 EACH SIDE OF BEND �\ \ \ DRAWING90D HORIZONTAL 12 1BEND 37 EACH SIDE OF BEND \VVA VA�VA ,�A�VA�VVA�VA�VA��\% 22.5'VERTICAL � \�� \�� BEND 8 EACH SIDE OF BEND INSULATION MINIMUM REQUIREMENTS TABLE 12 45'VERTICALBEND 16 EACH SIDE OF BEND �AA� VA�V\�VAA�VA� �� DEPTH OF INSULATION INSULATION RESTRAIN ON NOMINAL SIDE OF TEE,ASSUMED 3-FT MIN. A �� A�\' EXISTING UNDERGROUND PETROLEUM PIPELINE BACKFILL OVER PIPE THICKNESS WIDTH* 12X6 TEE 17 BRANCH LENGTHVA V\ Y.,- (PHILLIPS 66/YELLOWSTONE) � 12X8 REDUCER 29 APPLY TO LARGER SIDE OF REDUCER V � / 2'-0" 12X8 TEE 29 RESTRAIN ON NOMINAL SIDE OF TEE,ASSUMED 3-FT MIN. " 3'-0" 2.5" 6' BRANCH LENGTH NOTES: 4'-0" 2.0" 4' 12X12 TEE 48 RESTRAIN ON NOMINALSIDEOF TEE,ASSUMED 3-FT MIN. BRANCH LENGTH 1. KEITH BAST OF PHILLIPS 66/YELLOWSTONE PIPELINE MUST BE ON SITE FOR ALL EXCAVATION 5'-0" 1.5" 2' NEAR PIPELINE AND CONCRETE CAP PLACEMENT. CONTRACTOR MUST NOTIFY KEITH BAST AT 6'-0" 1.0" 0'-6" 1. REQUIRED RESTRAINED LENGTHS APPLY TO EACH SIDE OF THE FITTING. 406-224-8941 IN ADVANCE OF ALL WORK RELATING TO THIS DETAIL BEING PERFORMED. 2. NO BELL AND SPIGOT JOINTS SHALL BE LOCATED WITHIN THE REQUIRED RESTRAINED 2. CONCRETE TO BE 5,000 PSI. * ACTUAL MINIMUM INSULATION WIDTH TO BE LENGTH. INSTALL SOLID PIPE IN THESE AREAS ONLY. 3. CONCRETE TO BE UNREINFORCED. INSTALLED IS THE GREATER OF TRENCH WIDTH OR 3. WHEREVER THE REQUIRED RESTRAINED LENGTH EXCEEDS THE LENGTH OF A FULL 4. CENTER 5' WIDE CONCRETE CAP ABOVE PIPELINE. CALCULATED INSULATION WIDTH LISTED IN TABLE STICK OF PIPE, THE BELL AND SPIGOT JOINT SHALL BE MECHANICALLY RESTRAINED 5. CONTRACTOR TO VERIFY ELEVATIONS OF PIPELINE TO ENSURE CONCRETE CAP IS CONSTRUCTED ABOVE. WITH A PIPE HARNESS. ABOVE PIPELINE AT ROAD CROSSINGS WHERE 48" MINIMUM COVER CANNOT BE MET. DETAIL \4\DETAIL \3\DETAIL C5.2 PIPE JOINT RESTRAINT TABLE C5.2 PIPELIINE CONCRETE CAP C5.2 WATER LINE INSULATION % NTS NTS 3i NO. REVISIONS DRAWN BY DATE �ONTgNq yy��77 Tp��pp T�T�??�yT? �?}�7 T? T��? w}�7 PROJECT #:14-167.10 SHEET 1 PIPELINE CONCRETE CAP DETAIL EJF 11 18 2022 NORTH ]BARK DEVELOPMENT�y ELOPMJC NT — PHASE 2 DESIGN 32 DISCOVERY DRIVE � DATE: 07/17/2024 C5o2 NOT TO SCALE Civil Engineering * ar sc0 BOZEMAN,MT 59718 DETAILS a0eaaev� DETAILSJ PHONE(406)682-0221 Geotechnical Engineering ALL PROJECT FAX eden 9 eering. Land Surveying EN6►REER►N6 PROJECT ENGINEER: RSR DRAWN BY: EVR, EJF .Ho.aoN'EOPEO= www.alliedengineering.wm lIENYICES,BIC. NORTH PARK DESIGN E BOZEMAN MONTANA DETAILS DESIGNED BY: RSR,BDA,ASG REVIEWED BY: RSR A 9 °%�°.:°a,o�e°` L m NLo 41 Lo C v C LO W C Co Co Cn (O LLJ m > 7 QU U C� C O C Cn Cn Q o NOT TO SCALE a 10 zL T w Cr� 3N Q 10 Lm F- Lo ~ O C C O O L L II ' II Z L O O II +II PHASE 2 BOUNDA ,/12 oQO II III 'NEW LIGHTING •'s EXISTING LIGHTING - - - - - - - - CONDUIT (TYP.) �¢t � CONDUIT (TYP.) II III - - / WHEAT DRIVE ___ = WHEAT DRIVE / EXISTING �/ /� / � SERVI CE /� � 1 z Ks-1 �/ � ��/ _ I I I 14 11 Njll - - - - - - - - - - - w a o WHEAT DRIVE �i U NEW LUMI NAI RE (TYP.I W LD zui EXI STING LUMI NAI RE (TYP.l 11� III II� III ~ J � w IIII III �I LLJ � Q J LLu a � III �I CD o Cr III II '1 Q O CL III All I CC I 0 z -FLORA LANE- -gym 1 0 +) I FLORA LANE 1 I O Dwy,: NDflTH PARK-EI.DGN Survey By: ALLIED Design BY: RRM Drawn By: KRH Checked By: FIRM Date: 3/20/1 9 REVISIONS: 4/2/1 9 WARNING 6/9/21 11/18/22 IF THIS H£ASURES •'BAR SHEET NO.: OF: THEN DRAWING IS HALF SCALE E—1 8 Ia NOTE: SEE SHEET NO, E-G FOR POLE & PULL BOX SCHEDULE a) Lo 30 a 30 GO AND SHEET NO. E-7 FOR LUMINAIRE WIRING DIAGRAM° 01 L0 w scale feet LLJ � m U Q.6NEW 0 25 COMPOST E 1PU�LC6 COMPOS TE 1PU�LCBOX NEW TYPE 1 CONC.- AS NEW PERLIGHTING OFCONDUIT BOZEMANINSTALLED NEW TYPE 1 CONC.- COMPOSITE E COMPOSITE PULL BOX 2 8 � O AS PER CITY OF BOZEMAN STANDARD DRAWING FIGURE 1 3 S COMPOSITE PULL BOX STANDARD DRAWING (TYP.) 10 NEW TYPE 1 CONC.- I Cn +1 FIGURE 2 & 3 (TYP.) 29 A A A A COMPOSITE PULL BOX Q L A I a NEW SIDEWALK C —NEW SIDEWALK— I Lij I Z� H I NEW CURB& GUTTER NEW CURB& - 3 N -J B GUTTER GNE CUUTTERRB& I LLJ Q L 0 m WHEAT DRIVE z 0Lo u I NEW CURB& GUTTER NEW CURB& A G C U GUTTER GNE IUTTER & I = O — u D ~ r ° Q LF NEW SIDEWALK Z SIDEWALK NEW SIDEWALK CD I mm NEW TYPE 1 CONC.- COMPOSITE 27 O NEW LUMINAIRE I4 3� PULL BOX.2.0'BEHIND NEW CURB. (TYP.) W/ 2'SCH.80 PVC & 2 NO.8 CONDUCTORS & 1 NO.10 CONDUCTOR TO POLE BASE CONDUIT & WIRE '3 VA T A4, AS PER CITY OF BOZEMAN STANDARD NEW TYPE 1 CONC.- ;•""""'•;9 DRAWING FIGURE 4 & 5 (TYP.) SCHEDULE COMPOSITE PULL BOX I « 'RO INSTALL NEW 2'SCH.80 PVC CONDUI .T (TRENCH) NEW TYPE 1 CONC.- `�'• �gy'� ¢ Q 2 NEW OF AWG NO.8 CONDUCTOR (LLu IGHTING) 4PJ COMPOSITE PULL BOX tlFi97E 1 NEW OF GREEN JACKETED AWG NO.10 CONDUCTOR (GROUND) TONAL�..•`. QINSTALL NEW 3'SCH.80 PVC CONDUIT (TRENCH) F— B 2 NEW OF AWG NO.8 CONDUCTOR (LIGHTING) (n 1 NEW OF GREEN JACKETED AWG NO.10 CONDUCTOR (GROUND) Q INSTALL NEW 3'SCH.80 PVC CONDUIT (TRENCH) Z UTILITY NOTE: 2 NEW OF AWG NO.8 CONDUCTOR (LIGHTING) THE CONTRACTOR IS RESPONSBLE FOR Z Q LOCATING ALL UTILI I TIES PR OR TO EXCAVATION. LD 1 NEW OF GREEN JACKETED AWG NO.10 CONDUCTOR (GROUND) CONTACT THE UTILITY LOCATION SERVICE AT LL 8-1-1 TO LOCATE UNDERGROUND UTILITIES. w LD CD z LL1LD ~_ a Z 2 CD = J Z J w LLJ 2m: :�> CD 3 w O w Q CD CD Y Q � LLJ Q O_ F— CC. CD Z U N (D O L +-) L 0- F- (n DHg.: NORTH PARK-E3.DGN Survey By: ALLIED Design BY: RRM Drawn By. RRM Checked By: RRM Date: 3/20/1 9 REVISIONS: 4/2/19 WARNING 6/9/21 0 1 11/18/22 IF THIS BAR SHEET NO.: OF: H£ASURES 112' THEN DRAWING IS HALF SCALE E—2 8 L m O) Ul C v 61 Ul C LO W (n D > v ~ U QC6 a I U C O � 30 0 30 60 Ln a scale feet (f Q L Q dS C L NOTE: �� z SEE SHEET NO. E-6 FOR POLE & PULL BOX SCHEDULE a AND SHEET NO. E-7 FOR LUMINAIRE WIRING DIAGRAM, Q 4 rm 0 v. +� O 0 C C Q 47 1 H Cr 0 LE L o 12 Z 01 NEW TYPE 1 CONC.- COMPOSITE 34 mm PULL BOX,2.0'BEHIND NEW CURB, W/ 2'SCH.80 PVC & 2 NO.8 CONDUCTORS O & 1 NO.10 CONDUCTOR TO POLE BASE AS PER CITY OF BOZEMAN STANDARD pN,Tq/V ; DRAWING FIGURE 4 & 5 (TYP.) . '. * RO ¢ 8697E / �� SSfONAL Env, NEW LIGHTING CONDUIT INSTAL AS PER CITY OF BOZEMAN �P STANDARD DRAWING FIGURE 1 �Z (TYP.) / CD / z NEW TYPE 1 CONC. N ~ COMPOSITE PULL Bt 3 LCD ~ NEW NEW TYPE 1 CONC. ~ 3� COMPOSITE 1PUONCBOX 31 COMPOSITE PULL BOX � J A , ZJ w LLJ A / CD Q Jp0 W NEW SI DEWALK / / / NGV S R w Q _ b W CD LLI— $ - - - - - — _ Jae Y Q z NGJStFP ¢ W JI I L-) 0I WHEAT DRIVE A 3 1- I H- Q z NEW SIDEWALK 0 -C �. 11 T W LUMINAIRE CONDUIT &SCHEDULE IRE U, NEW TYPE 1 CONC.- COMPOSITE 32 Q INSTALL NEW 2'SCH.80 PVC CONDUIT (TRENCH) PULL BOX,2.0'BEHIND NEW CURB, 2 NEW OF AWG NO.8 CONDUCTOR (LIGHTING) W/ 2'SCH.80 PVC & 2 NO.8 CONDUCTORS A 1 NEW OF GREEN JACKETED AWG NO.10 CONDUCTOR (GROUND) O.q.: NORTH PARK-E4.DGN & 1 NO.10 CONDUCTOR TO POLE BASE AS PER CITY OF BOZEMAN STANDARD INSTALL NEW 3'SCH.80 PVC CONDUIT (TRENCH) Survey By: ALLIED DRAWING FIGURE 4 & 5 (TYP.) Q 2 NEW OF AWG NO.8 CONDUCTOR (LIGHTING) RRM 1 NEW OF GREEN JACKETED AWG NO.10 CONDUCTOR (GROUND) 0-9: BY: Dr— By: RRM Checked By: FIRM UTILITY NOTE: Date: 3/20/1 9 THE CONTRACTOR IS RESPONSIBLE FOR REVISIONS: LOCATING ALL UTILITIES PRIOR TO EXCAVATION. CONTACT THE UTILITY LOCATION SERVICE AT 4/2/1 9 8-1-1 TO LOCATE UNDERGROUND UTILITIES. WARNING 6/1 0/21 0 I IF THIS BAR SHEET NO.: OF: H£ASURES •' THEN DRAWING IS HALF SCALE E-3 8 N h O I Lu Q1 I I a CONDUIT & WIRE � c � V) I SCHEDULE V W o O v 30 0 30 60 INSTALL NEW 2"SCH.80 PVC CONDUIT(TRENCH) .w U Q I Q 2 NEW OF AWG N0.8 CONDUCTOR (LIGHTING) In 0 _> scale feet 1 NEW OF GREEN JACKETED AWG NO.10 CONDUCTOR (GROUND) .4 F I EXISTING 3"SCH,80 PVC CONDUIT(EXIST.SLEEVE) Q C J QB 2 EXIST.OF AWG NO.8 CONDUCTOR (LIGHTING) Z O 1 EXIST.OF GREEN JACKETED AWG NO.10 CONDUCTOR (GROUND) Q �]! +: U I / EXISTING LUMINAIRE LL W 71( (TYP.) EXIST.TYPE 1 CONC.- ` O I COMPOSITE PULL BOX (TYP.) Im Q EXIST. SIDEWALK NEW SIDEWALK O NEW SIDEWALK U p� X ISTING B '" C y � ti w NEW CURB C GUTTER FLORA LN. D 2 0* GUTTERRB°XIST. SIDEWALK FLORA L N. -- ❑ y` NEw 5 I D E w A L K ._ Z O EXIST.TYPE 1 CONC.- NEw sloewaLK ^Cal COMPOSITE PULL BOX A NEW TYPE 1 CONC.- 3rj (TYP.) COMPOSITE PULL BOX A NEW TYPE 1 CONC.- 36 AS PER CITY OF BOZEMAN COMPOSITE PULL BOX A NEW LUMINAIRE(TYP.) 0 NTA STANDARD DRAWING NEW LIGHTING CONDUIT INSTALLED 13 ,0,..• NEW TYPE 1 CONC.-COMPOSITE 3]FIGURE 2 & 3 (TYP.) AS PER CITY OF BOZEMAN PULL BOX,2.0'BEHIND NEW CURB, _ :.R". STANDARD DRAWING FIGURE 1 W/2"SCH.80 PVC & 2 NO.8 CONDUCTORS Y (TYP.) & 1 NO.10 CONDUCTOR TO POLE BASE sa• 97E uWi AS PER CITY OF BOZEMAN STANDARD ',ts':::::::;`:•�r; UTILITY NOTE: DRAWING FIGURE 4 & 5 (TYP.) THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES PRIOR TO EXCAVATION. NOTE: CONTACT THE UTILITY LOCATION SERVICE AT SEE SHEET NO. E-6 FOR POLE & PULL BOX SCHEDULE 8-1-1 TO LOCATE UNDERGROUND UTILITIES. AND SHEET NO. E-7 FOR LUMINAIRE WIRING DIAGRAM. z c� U) Lu N LL 2 0 z CL Z I � _ z J w OLu Q z w QO Q 0 cr 0 � O Q LL d 2 H O Z U ♦✓ O Q, Q) z � F. Dwg.:NORTH PARK-E5.DGN Survey By: ALLIED Design By.. RRM Drawn By: FIRM Checked By: FIRM Date: 3/2 0/19 REVISIONS: 4/2/19 WARNING 6/1 0/21 U6ig�IF THIS BAR SHEET NO.: OF: L ESAWING IS SCALE E $ L m 0) N LO C v I 0 LO *POLE SCHEDULE w w > � :F POLE *OFFSET TYPE POLE FOUNDATION LUMINAIRE LUMINAIRE LUMINAIRE I—U a.6 NO. TYPE LINE STATION (C POLE) BASE DIA.X DEPTH MASTARM HEIGHT TYPE o 0 cn V 9 **10-A WHEAT DR. BREAKAWAY 2'-OJ"x5'-OJ" 6' 30' 72w 32 LED-2M Cn � 1P WHEAT DR. 72w 32 LED-2M a 11 WHEAT DR. 72w 32 LED-2M 06 c 12 WHEAT DR. 72w 32 LED-2M z L 13 FLORA LN. 55w 32 LED-3M > ° 14 **10-A FAUNA ST. BREAKAWAY 2'-0!'x5'-0 6' 30' 55w 32 LED-3M Q 10 Lm aa))Lo Lo to U C c R1 9 L� F c O N Z CA C &2 O- POLE NUMBER AS SHOWN ON PLAN SHEETS - SEE DETAIL SHEETS FOR POLE DETAILS Ri97E ** - POWDER COAT POLES & MAST ARMS HUNTER GREEN p:. (SEE SPECIAL PROVISIONS FOR DETAILS) - POLE LOCATION TYPICALLY 4.0' BEHIND THE CURB PULL BOX SCHEDULE PULL ***OFFSET Li BOX TYPE LINE STATION & gOX) o NO. CD o LLJ 25 ** TYPE 1 WHEAT DR. Ln CD v 26 cn 27 28 Z J o 29 w m 2: } CD 30 o 3 J 31 > Q J w o � 32 cl cc m 33 06 34 WHEAT DR. w 35 FLORA LN. CD 36 FLORA LN. Z CD � m 37 FLORA LN. -' 38 WHEAT DR. o m 39 WHEAT DR. 40 ** TYPE 1 FAUNA ST. D.g.: NORTH PARK-E&DGN Survey By: ALLIED Design By: RRM I - PULL BOX NUMBER AS SHOWN ON PLAN Dr.— By: FIRM Che By: RR - CONCRETE-COMPOSITE PULL BOX peye,ed 3/20/1M9 REVISIONS: 4/2/1 9 6110121 - PULL BOX LOCATION TYPICALLY 2.0' BEHIND THE CURB WARNING 3/23/22 0 1 11/18/22 IF THIS BAR SHEET NOLOF*F£F UIHI 12'THENDRAWING IS ALF SCALE E— L L m N N 1Lo PHOTO-ELECTRIC ——————T I In CONTROL W :D ii- -----I� I �~ I I W m Q U a XISTING SERVICE \ / I`�\ I I i EXISTING AWG N0.8 (TYP.) I I IV-EXISTING I fi XISTING AWG NO.10 GROUND (TYP.) CD L � 0 -------�S-1 I II Cn L I� I �I I I I III I Q0 m 06 C II I tl I z� I I III I III I > 0 / �- / �- I III I 3N z 2 2 2 Q � oS2 I�rL I _ I---I C � III �I I\ III �I_I\ III �I I\ III I I LI-r---I-- I 9 0 o� 1 1 %��I I I %�� %��I IiI I i ---rt I I NEW AWG NO.8 (TYP.) 1 0 12 Co I \ I ♦ \ I I-L I I_ I I� NEW AWG N0.10 GROUND (TYP.) Z rn p 1 2l 1 mC 1 L-- --- r-Z-1 --T-r� *T -_,�Z-_-Ft-_--It+ -I-�i p1 1 1 1 m . L---- ----L- ----L-I-� l- ---I-:�-a I---F-T_ 7:IU. - � I2 — — — — — — — — L — — 1 — 72 — 1 gym" I�L�II---III I_Irt I 1 z1 EXISTING AWG NO.8 (TYP.) I I I I I I I I I I NEW AWG NO.8 (TYP.) ,,, .,,, EXISTING AWG NO.10 GROUND (TYP.) L I I I I—I I NEW AWG NO.10 GROUND (TYP.) �p N^T•A:yq,% NEW PULL BOX R (TYP J 2 1 97E ;wF III �I I I I_�I�• I I I � 'SSfONALE��' (TYP.) 1 EXISTING PULL 88X/ I L I ———-7 21 NEW POLE BASE (TYP.) Z U) - I �� CD 2 2 cn Q 2 11 Lu AWG NO.10 C7 CD 1 1 I—1 INSIDE POLES (TYP.) N Q / GROUND LUG (TYP.) I�TLI uj O I I I I d H- z_ I Ij�I z _J 3 ILLJ I i WIRING DIAGRAM Q 120/240 VOLT I-It i I NOT TO SCALE of 3 SERVI CE 11 — j Q W w Q AWG N0.2 — — CI RCUI T BREAKER / _�_—_—_— 1 LL I—_r L' II I O C 100 AMP,2 POLE. ( r171----�L—��—r I Y SERVICE RATED I SINGLE THROW \I I———I I—LI t I LLI 200 AMP METER I I O_ MAIN I PHOTO-ELECTRIC yI_I\ i I I = U) — IA2 CONTROL I I I I NEW AWG NO.8 (TYP.) NEW AWG NO.10 GROUND (TYP.) (n 3 AWG NO.l 4 CABLE I—F_2 I CD BARE AWG NO.6 1 �1 Z X CI RCUI T BREAKER 1 21�— —-—-—- _ 1 +' LLI GROUND RODS— 20 AMP,2 POLE, -—-—-—-—-—-— O H-> SINGLE THROW I———I a) N LIGHTNING ARRESTO o I I O +' W H' (TYPICAL) }--} AUTO-OFF-MANUAL L .+ L -+ I Li SWITCH I 13 Co I— N.E.M.A. TYPE 3R i CABINET 20 AMP RELAY 2 POLE.SINGLE THROW I NEW POLE BASE (TYP.) AWG N0.6 I I 18 I L- 2 2 Dwg.: NDRTH PARIc-E6.DGN - INDICATES NEW WATERTIGHT CONNECTOR, Su.vey By: ALLIED AWG NO.B SEE DETAIL DRAWING ON SHEET E-9 AWG NO.10 RRM INSIDE POLES IT Oes:gr, BY: TO LUMINAIRES PROVIDE WATERTIGHT CONNECTORS IN PULL GROUND LUG (TYP.) 0,e By: KRH AWG NO.lO GROUND BOXES WHEN SPLICING OF CONDUCTORS IS Checked By: RRM REQUIRED. oat.: 3/20/19 S-1 EXISTING SUPPLY FUSED CONNECTORS THAT ARE MIDGET REVISIONS: FERRULE TYPE RATED AT 6 AMPS FOR LUMINAIRES. 4/2/19 SINGLE TYPE "C" SERVICE WIRING DIAGRAM WARNING 6/8/210 1� 11/18/22 NOT TO SCALE IF THIS BAR SHEET NO.: OF: H£ASURES 112' THEN DRAWING IS HALF SCALE E-6 8 W a WATERTIGHT CONNECTORS v W 0 7� a a � a TYPES I,6. 1 1 & 16 TYPES 2. 7, 12 & 17 i 0 Z c NON-FUSED BREAKAWAY FUSED BREAKAWAY I� Q IDENTITY DESCRIPTIVE ~ N NO. SYMBOL & TYPES 3,8, 13 & 18 WIRE SIZES o y � C 1 e 0 C 2 0 PROVIDE A PLUG AND RECEPTACLE HOUSED IN WATER- Z g a RESISTANT, SYNTHETIC RUBBER CAPABLE OF BURIAL 8 FUSED BREAKAWAY IN THE GROUND OR INSTALLATION IN SUNLIGHT. 3 10 THE HOUSING. CONSISTING OF 2 SECTIONS. PROVIDES e m A WATERTIGHT SEAL AROUND THE CABLE AND A 8 WATERTIGHT SEAL BETWEEN THE TWO SECTIONS AT 4 e e THE POINT OF DISCONNECTION. SUPPLY EACH KIT WITH ON.TA4, SUFFICIENT SILICONE COMPOUND TO LUBRICATE METAL 5 e e PARTS AND THE RUBBER HOUSINGS FOR EASY ASSEMBLY. WHERE INDICATED, CRIMP A COPPER PIN AND A COPPER 6 6 6 RECEPTACLE TO THE CABLE. THE RECEPTACLE IS TO ESTABLISH CONTACT PRESSURE WITH THE PIN THROUGH TYPES 4.9. 14 & 19 THE USE OF A COPPER BERYLLIUM SPRING AND BE 7 �v to EQUIPPED WITH A DISPOSABLE MOUNTING PIN. THE PIN IS TO BE CONSTRUCTED OF AT LEAST HALF-HARD Z 6 0 MATERIAL. THE CRIMPING PORTION IS TO BE FULLY C� J g to 0 ANNEALED WHILE THE REST OF THE PIN IS MAINTAINED 6 Lu 0 IN ITS ORIGINAL STATE OF HARDNESS. THE RECEPTACLE C) Q 6 IS TO BE FULLY ANNEALED. THE PIN AND RECEPTACLE n1 Lu 9 6 6 ARE TO LOCK TOGETHER SO THE CONNECTION IS Lu NON-FUSED BREAKAWAY MAINTAINED WHEN A MINIMUM FORCE OF 20 POUNDS (n 6 10 6 TENSION IS APPLIED TO THE ATTACHED CABLES. = O 6 � Z PROVIDE FUSED CONNECTOR KITS CONTAINING A PAIR O= o I g OF SPRING LOADED 90% CONDUCTIVITY CONTACTS FOR O V GRIPPING A STANDARD MIDGET FERRULE TYPE FUSE. Z J LLI THE CONTACTS MUST BE FULLY ANNEALED AND w z 12 ADAPTED TO BE CRIMPED TO THE CABLE. � Q z q O Q 0 to w 13 q TYPES 5, 10, 15 & 20 0 0 �— A q 14 q 0 CD q m < I - 15 q q 0 = LLI 16 to l0 NON-FUSED NON-BREAKAWAY 0 Q O Z > 17 ) to to a� 1� N ,v;.. J4 18 Ip ID TYPE 21 10 19 D. El__' 10 Dwg„NORTH PARK-E8.DGN 10 ALLIED Survey By: 20 10 10 Design By.. RRM COPPER SPLIT BOLT - Drawn By: KRH VARIES MAKE WATERTIGHT USING Checked By: RRM 21 1 VARIES SELF ADHERING MASTIC 3/20/19 VARIES Date: REVISIONS: 6/10/21 WARNING O 1/2 IF THIS BAR 7�E-7 NO.: OF: LEASURES%z THEN DRAWING IS HALF SCALE 8 W a H � a USE GRADE 60 REINFORCING STEEL MAST ARM LENGTH a '�3) SAP SEE POLE SCHEDULE u #6 BARS (4'-1" LONG) Oj (8 TYPICAL) #4 HOOPS AT cif ' a 1'-0" CENTERS Q ANCHOR BOLT ° (4 TYPICAL v ANCHOR BOLT CIRCLE L v SINGLE MEMBER TYPE MASTARM (TYPICAL) Z 2-1/2" CLEARANCE I ` GROUNDING LUG SECTION A-A Q � a PROTRUDE CONDUIT FROM FOUNDATION ~ N NO. 6 AWG BARE GROUND WIRE TYPE I CONC.-COMPOSITE NOT MORE THAN 3" O OR PIGTAIL EXTENSION I PULL BOX AT EACH LUMINAIRE POLE 2' 3' y I; w C II II II ° v II COPPER GROUNDING STRAP BETWEEN CONDUIT L) & III( I II II II ANCHOR BOLT, I I Zo a) II If I I I NO. 6 AWG BARE GROUND WIRE OR II ° II II 2'-0" PIGTAIL EXTENSION. II II II ° i A II_III Q h1 I I 411 ((II = JI # Q II I �oN aqy, ° > ° v FOR MOUNTING HEIGHTCLASS _- ° LL CONCRETED SEE POLE SCHEDULE ° FOUNDATION ° I 'ems/oNnL�Ertl`: ° 2' 0" 3„ Z 2 w TYPICAL OF ALL FOUNDATIONS o Q 0 w z Tn I O CL z_ Cf) I = W Z J _ BREAKAWAY BOLT LLI Q COUPLING (ONE REINFORCED : Q z OF FOUR) HAND HOLE & COVER O Lu Lu p CAST ALUMINUM w O J FRANGIBLE TRANSFORMER p Cr: BASE WITH ACCESS DOOR I <Q O Q 2" BEVEL BREAKAWAY BOLT I'-6" 2' MIN. COUPLING W CC � ° II II o II ° ' II•II° II a. ° II II all O II } II II II °. ll°II II - v `--- °II. °II II v, 6" TO BE FORMED J Q) ai AT THE TOP TO �f" ° '� (U N A 2'-3" DIAMETER — m NOTE —MAKE THE TOP OF THE CONCRETE FOUNDATION ° 4. 6" ABOVE THE GROUND LINE. ° v ° PROVIDE A HANDHOLE DETAIL AND A I/Z" NUT '.° ° BOLT COVER HOLDER DETAIL (FOR GROUNDING) . Dwg.:NORTH PARK-E8.DGN v v Survey By. ALLIED Design By.. RRM Drawn By, KRH ANCHOR TRANSFORMER BOLT COUPLING RRM Checked By: (BREAKAWAY TYPE) (BREAKAWAY TYPE) TYPE IO-A POLE Date: 3/20/19 REVISIONS: 3/23/22 BASE TYPES FOR LUMINAIRE STANDARDS o WARNING 3/2$/22 IF THIS BAR ET NO.: OF: MEASURES 1/2"THEN DRAWING IS 7E-8] HALF SCALE 8