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Home My WebLink AboutNorth Park Development Phase 1 Design NORTH PARK DEVELOPMENT - PHASE 1 DESIGN STREET, STORMWATER, SANITARY SEWER AND WATER PROJECT LOCATION: BOUNDED TO THE NORTH BY RED WING DRIVE, TO THE EAST BY FLORA LANE & 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 3-13;TRACT 4-13;P.M.M.,GALLATIN COUNTY,MT. JULY 17, 2024 oa a N � PROJECT LOCATION ��®� OWNER: STATE OF MONTANA BOZEMAN TRAX PARTNERS,LLC RECORD DRAWING PO BOX 201601 5148 US 89 HELENA,MT 59620-1601 LIVINGSTON,MT 59047 DEVELOPER: BOZEMAN TRAX PARTNERS,LLC 5148 US 89a. LIVINGSTON,MT 59047 CIVIL ENGINEER- ALLIED ENGINEERING SERVICES,INC. = ...... Tq�; � � �� :� �;•: 4 3 32 DISCOVERY DRIVE BOZEMAN,MT 59718 RORY SCOTT i BM -' 3 \ . ELECTRICAL: MARVIN&ASSOCIATES ' e R 46A?A ( o 1300 N.TRANSTECH WAY CN _ a N BILLINGS,MT 59102 :-Q: r r ^ 4636 °85 SFIEET q�T INDEX�P .cc, '�NAL�� „ PROJECT SITE ►- •� �� - 9``"T. �; _ / 62T NORTH PARK SHEET NO. SHEET N0. � ,:i -`t.i � PROJECT SITE Q CO.1 COVER C3.0 SANITARY SEWER INDEX - - v,� ei• a NORTH PARK z z ( o w CO.2 PROJECT NOTES & GENERAL INFORMATION C3.1 WHEAT DRIVE SANITARY SEWER �: _- w z CO.3 GENERAL TABLES C3.2 WHEAT DRIVE SANITARY SEWER .1 i •r` 35 Bog E _ �N CO.4 GENERAL TABLES C3.3 CULTIVAR ST SANITARY SEWER '� :_i §,; b ,�- r � ,, _. �, 31 v C3.4 CULTIVAR ST SANITARY SEWER - Y'� .J OW �� v\\' •p a C1.1 EXISTING CONDITIONS & SURVEY CONTROL C3.5 SANITARY SEWER EXTENSIONS X-SECS 7 y S-•- �F _ ♦ - t' = o c� C1.2 PROJECT OVERVIEW C1.3 GRADING OVERVIEW PLAN C4.0 WATER INDEX , a7z "a7 j i _-- `1• d C1.4 WATER, SEWER & STORM OVERVIEW C4.1 WHEAT DRIVE WATER - PLAN & PROFILE `J. �1 .. -"-- 'si• ,� z C1.5 POND 1 GRADING & OUTLET DETAIL C4.2 WHEAT DRIVE WATER - PLAN & PROFILE ` + ,""", x Yam' I r `` ��cA �� Y Q�T• - _ ti C1.6 MAIN STORM OUTFALL - PLAN & PROFILE C4.3 CULTIVAR ST WATER - PLAN & PROFILE 5. ` � - _ ____ _-- i• u�As �'., I _�- 3 C1.7 MAIN STORM OUTFACE - PLAN & PROFILE C4.4 CULTIVAR ST WATER - PLAN & PROFILE - C1.8 CULTIVAR STREET - EAST & WEST STORM DRAINAGE C4.5 FLORA LANE WATER - PLAN & PROFILE ` i / � ) j 57 ti' �• �.,,,( C4.6 WATER MAIN EXTENSIONS CROSS-SECTIONS I 1 -_71 , C2.1 WHEAT DRIVE & STORM DRAINAGE I i i i i ?� ' ,r •n sr- � •� ^wr, - C2.2 WHEAT DRIVE & STORM DRAINAGE C5.1 TYPICAL STREET SECTIONS i ve♦k i A76BAT =J1 - 1 1 I'is �11 C2.3 CULTIVAR STREET & STORM DRAINAGE C5.2 DETAILS 24 fa� C2.4 CULTIVAR STREET & STORM DRAINAGE C5.3 CONSTRUCTION ROUTE MAP i �- • 4•' \a7e�s / C2.5 INTERSECTION - WHEAT DRIVE & MANDEVILLE C5.4 DETAILS Al r7a � .• T• - ,l �n 9 C2.6 INTERSECTION - WHEAT DRIVE & CULTIVAR ST E-1 OVERALL SITE MAP C2.7 INTERSECTION - CULTIVAR ST & FLORA LN E-2 WHEAT DRIVE LIGHTING C2.8 INTERSECTION - CULTIVAR ST & N. 7TH AVE. E-3 CULVITAR STREET LIGHTING LOCATION MAP P � VICINITY MAP 7,f Ta C2.9 SIGNAGE PLAN E-4 CULVITAR STREET LIGHTING I'm 1VJlL'il 'Y 1V'1 ]C 1!'llt'ilJC C2.10 SIGNAGE PLAN E-5 POLE & PULL BOX SCHEDULES 0 5,000 10,000 15,000 0 2,000 4,000 6,00!i N N C2.11 SIGNAGE PLAN E-6 SERVICE S-1 WIRING DIAGRAMS C2.12 SIGNAGE PLAN E-7 WATER TIGHT CONNECTORS DETAIL SCALE (FEET) SCALE (FEET) C2.13 SIGNAGE PLAN 0 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 SERVICE.,INC. 5•' NORTH PARK DEVELOPMENT ��erse Pro)e° CO.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 LLF 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 ow GAS VALVE - EXISTING s0 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(S): 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 ��v�E�®�� 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 ' r DRAWING 11 CONTROL ACTOR SHAL T T OL PROVIDE WATER AND OTHERE TOTHMEASURES AS E UNDERLYING NECESSARY OWNERS. 42.3. COVER WR TTPROPERTE NO OVER TH APIPELINE MAY NOT EXCEED 6-FT WITHOUT PERMITTOR'S PRIOR MEW MONTANA PUBLIC WORKS LON, 42.4. PERMITTEE SHALL REMOVE CUTTING TEETH FROM EXCAVATION BUCKET WHEN WITHIN MPWSS MANUAL PUBLIC WORKS STANDARD SPECIFICATIONS 12. IN ACCORDANCE WITH THE COB DESIGN STANDARDS AND SPECIFICATIONS POLICY, A MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES .;� 10-FT OF PIPELINE. PRE-CONSTRUCTION MEETING SHALL BE SCHEDULED BY THE ENGINEER PRIOR TO 425. 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-81O 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 MATERIALS. THEY MUST BE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER PER PROP PROPERTY 1 PSI POUNDS PER SQUARE INCH THE PRE-CONSTRUCTION OCEDURES EMEE�MEETING.RTH IN SPECIFICATIONS FOR REVIEW PRIOR TO THE AESI STANDARD BORDER ]FORMAT PSIG POUNDS PER SQUARE INCH GAUGE PT POINT OF TANGENCY 15. ALL WATER MAINS AND SANITARY SEWER MAINS AND MANHOLES MUST BE TESTED IN PVC POLYVINYL CHLORIDE ACCORDANCE WITH MPWSS AND COB MODIFICATIONS TO MPWSS PRIOR TO BEING PRV PRESSURE REDUCING VALVE PLACED INTO SERVICE. Q FLOW 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 19. REFER TO SPECIAL PROVISIONS FOR PERMITTING REQUIREMENTS. SOH SCHEDULE _ SD STORM DRAIN •� SECT SECTION e 't 20.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING CONSTRUCTION DISCIPLINE LETTER & NO. SS SANITARY SEWER _ PROPOSED y7 SAFETY AND SANITATION FACILITIES. PROJECT#: 14-167 SHEET STA STATION iJ�JC®SJLaJIJ 1®®AD�jA�7 SHEET NO. WITHIN DISCIPLINE !-'rr 21. THE CONTRACTOR SHALL PROVIDE A SET OF AS-BUILT DRAWINGS TO THE RPR PRIOR DATE: 04/05/19 STD STANDARD CO-COVER.DWG c PROFILE LABEL KEY TO THE FINAL ACCEPTANCE. �� TBM TEMPORARY BENCHMARK - f 22.CONTRACTOR SHALL ADJUST ALL MANHOLES IN ACCORDANCE WITH THE CITY OF PROJECT-NAME TBC TOP BACK M CURB 'j TDH TOTAL DYNAMIC HEAD BOZEMAN STANDARD DRAWING # 02213-1. SHEET-DESCRIPTION TEMP TEMPERATURE 1C 1f 1� Y]f 1C RY 1f TP TEST PIT .t. - ELEVATION 23 BOZEMAN ST SHALL ADJUST ALL ANDARD DRAWING # 02213R VALVES IN ACCORDANCE WITH THE CITY OF AESI STANDARD SHEET DESIGNATION TW TOP OF WALL � � DESIGNATION TYP TYPICAL 24.ALL CURB AND GUTTER SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF UPC UNIFORM BUILDING CODE a BOZEMAN STANDARD DRAWINGS # 02528-1. LETTER DISCIPLINE UPC UNIFORM PLUMBING CODE r N w UG UNDERGROUND 25.ALL DOUBLE GUTTERS (VALLEY GUTTERS) AND FILLETS SHALL BE CONSTRUCTED IN CO.X GENERAL ACCORDANCE WITH THE CITY OF BOZEMAN STANDARD DRAWINGS # 02529-1 AND # VERT VERTICAL �_ 3_i -'+�Ywi �• __ �' O 02529-2. C1.X GRADING AND SITE PLAN 41 a C2.X ROADS & STORMWATER W WEST ]LOCATION MAP' � � 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, CS.X DETAILS - SCALE (FEET) DIMENSIONS AS NOTED ON PLANS. 51 NO. REVISIONS DRAWN BY DATE �ONTq/yq PROJECT #:14-167.10 SHEET NORTH PARK DEVELOPMENT _ PHASE 1 DESIGN 32 DISCOVERY DRIVE � DATE: 07/17/2024 �®a� oRY Scorn BOZEMAN,MT 59718 Civil Engineering �j No,ROMEYY 40776 F PROJECT NOTES & GENERAL INFORMATION PHONE(406)582-0221 Geotechnical Engineering ALLIED � COVER FAXeden ineednq. Land Surveying ENGINEERING PROJECT ENGINEER: REP DRAWN BY: EVR, EJF F. ', N:c�RE www.alliedengineenng.com ammcm m yo NORTH[]PARK DESIGN SS, BOZEMAN MONTANA DESIGNED BY: RSR,BDA,ASG REVIEWED BY: PER A ➢ ° e NOTES GE']�T,][�Tj7®][�Nj[A'J['j®j�T CELL TOWER ACCESS ROAD UTILITY AND EMERGENCY ACCESS SEGMENT START NORTHING RADIUS LENGTH LINEXHORD 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 [FTI [FT] DIRECTION 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. .25 6668; N/A 102.25 N39' 42' 16.56"E N/A 1+02 535,666.3321; 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 35.80 N2' 44' 04.37"E N/A 1+50.00 535,444.9775; 018 1+02.25 535,666.3321; 150.00 97.31 N58' 17' 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 START NORTHING RADIUS LENGTH LINEXHORD END NORTHING 536,221 2408; 536,273.3444; ID# &EASTING [FT] [FT] DIRECTIION &EASTING START STATION A Value END STATION L81 7+81.00 1,572,346.1948 N/A 65.05 N36° 46' 27.45E 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 VI LLE 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] DIIRECTION 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 LINE/CHORD 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' 43.78"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 1,573,058.3322 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; 5573,10 +638 1,572,474.8997 1572465.5943 L53 9+02.04 1,573,05 596 N/A 47.31 589' 01' 06.03"E N/A 9+49.36 1,32,60 .5490; 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' 03.45W 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 LINE/CHORD END NORTHING ID# START STATION &EASTING [FT] [FT] DIRECTION A Value END STATION &EASTING L6 0+00.00 533 441.9334; N/A 1,482.92 N1' 15' 44.31"E N/A 14+82.92 534 924.4929; RFC®RD D�� g y 1,573,029.0432 1,573,061.7114 �-q� R �� 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+63.38 534,936.9711; 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 �ONTANq �,7 7p DEVELOPMENT T��n �?y�7 p T? �? �/w PROJECT #:14-167.10 SHEET NORTH PARK DJLeV]Ce�,®JC1VJ[]C'eNT � P�Id'1SE 1 DESIGN 32 DISCOVERY DRIVE DATE: 07/17/2024 �®o� BOZEMAN,MT 59718 Civil Engineering R.sE° GENERAL TABLESEngineering ..40776 P PFAX(40)582-5-0221 Geotechnical ALLIED FAx laos�saz-sn° Land Surveying a6►emt�►tm►c PROJECT ENGINEER: RSR DRAWN BY: EVR, EJF Ho.<0"6 PE = -alliedengineering.com F�;-E BOZBMIAN,MIONTANA NORTH PARKTABLES DESIGN DESIGNED BY: RSR,BDA,ASG REVIEWED BY: RSR A ° •�o GENERAL TALES BASIS OF BEARING,COORDINATES North Park Survey Points Control Table BEARINGS TE PLANE GRID. DSTANCESSARE GROUND DISTANCES HOWN ARE MONTANA AIN INTERNATIONAL FEET. Phase 1-Fire Hydrant Data Table Point# Northing Easting Elevation Raw Description MONTANA COORDINATE SYSTEM HAD 83 HORIZONTAL DATUM: BOZEMAN CONTINUOUSLY OPERATING REFERENCE STATION At Connection to Main dram Location Lead 1 535322.589 1572959.520 4712.41 SE BASE RID DESIGNATION Bury Depth" Plv @ rt Length DK7547 MTSU BOZEMAN COPS ARP Road fit) Ele Description 2 533665.208 1573039.351 4734.739 CP MH-RIM MONTANA STATE PLANE NAD 83(2011)(EPOCH: 2010.0000) Station Offset Station Offset FG EIeV. Hydrant ft NORTH LATITUDE 40.37689" 3 534063.878 1573513.194 4734.714 AXLE FACE n1*02' WEST LONGITUDE roz'4z.00ags" WHEAT DRIVE 04+50.00 5.45E 04+50.00 27.0E 4722.78 6.2 4716.59 21.55 New Fire Hydrant,Per COB Std.Dwg.No.02660-4&-5 4 534172.773 1573115.182 4726.718 YPC GASTON C Sr9 n GR nn gI.:NATH AL0107T4g 08+50.00 5.74E 08+50.00 27.0E 4719.68 6.4 4713.33 21.26 New Fire Hydrant,PerCOBStd.Dw .No.02660-4&-5 5 534133.521 1573074.290 4728.586 YPC GASTON DATUM NOTE: ELEVATIONS BASED ON NAVD 88 VERTICAL DATUM 12+02.94 14.8 L Remove Existing Hydrant,Lead,and Tee. 6 534073.737 1573073.235 4729.829 AXEL FACE 12+12.44 6.47 L 1 12+12.66 27.0 L 4716.20A8.44724.22 20.53 New Fire Hydrant,Per COB Std.Dwg.No.02660-4&-5 7 533688.896 1573064.492 4733.764 AXEL FACE 8 532585.189 1572273.469 4728.58 AC 4"MDOT FLORA LANE 03+50.01 10.93 L 03+50.01 20.43 L 4732.67 9.50 New Fire Hydrant,Per COB Std.Dwg.No.02660-4&-5 10 535348.695 1572307.402 4692.853 AC 12 532650.648 1572201.847 4728.012 YPCGASTON CULTIVARSTREET 5+81.72 11.0R 5+81.72 20.5 R 4730.60 9.5 New Fire Hydrant,PerCOBStd.Dwg.No.02660-4&-5 14 536956.585 1571253.636 4666.992 YPC GASTON 09+50.00 11.0 R 09+ .00 20.5 R 4716.559.50 New Fire Hydrant,Per COB Std.Dwg.No.02660 4&-5 27 534351.263 1573498.967 4730.816 RB 13+37.51 1 11.0 R 1 13+37.52 20.5 L 4712.88 1 10.3 4702.57 31.50 New Fire Hydrant,Per COB Std.Dwg.No.02660-4&-5 32 532579.000 1572885.645 4738.777 YPCGASTON 17+70.60 11.0 R 17+70.60 20.5 R 4715.28 9.9 4705.40 9.50 New Fire Hydrant,PerCOB Std.Dwg.No.02660-4&-5 33 532688.750 1571681.983 4718.773 YPC GASTON 1.Pipe with less than 6.5-FT soil cover requires insulation to prevent freezing. 34 533081.727 1572203.954 4724.232 YPCGASTON 46 1 533028.194 1570686.194 4721.298 YPCGASTON 47 533349.275 1570443.333 4717.835 YPC GASTON 48 533786.682 1570178.881 4712.564 YPC GASTON ��®�T�j ]PROPOSED SANITARY SEWER MANHOLE 49 534013.191 1570067.437 4710.513 YPC GASTON RECORD DRAWING COORDINATE TABLE 50 535363.619 1569695.696 4698.561 AC RM-100 FT TOClC ROAD MANHOLE ID STATION OFFSET DESCRIPTION 51 535433.797 1569687.853 4698.557 YPC GASTON Cultivar Street SSMH#A.3 9+00.00 0.00' 48" ECCENTRIC SSMH 52 1 535477.242 1569682.731 4697.143 AC RM-100 FT 103 535321.131 1573163.625 4709.564 YPC Cultivar Street SSMH#A.4 11+87.46 0.84' L 48" ECCENTRIC SSMH 104 535628.734 1572883.017 4698.904 YPC Cultivar Street SSMH#A.5 17+81.60 0.00' 48" ECCENTRIC SSMH 105 536054.128 1572421.490 4682.947 YPC PIVOT Cultivar Street SSMH#B.2 1 6+22.08 1 0.00' 48" ECCENTRIC SSMH 106 536553.063 1571775.910 4676.164 YPC-GASTON 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 1 534203.123 1573046.367 4727.265 IP 2" Connection at Main End of Extension 112 1 532577.606 1573063.135 4744.431 YPC SURVCO Road Station Offset Station offset Extension Length Size and Material Notes Wheat Drive 3+98.67 8.45 R 3+88.80 55 L 62.0 8"PVC Pipe SDR 35 @ 0.509/o End Cap&Plug per COB Std Dwg 02730-2 EXISTING SANITARY SEWER MANHOLE COORDINATE TABLE Wheat Drive 3+98.67 8.45 R 3+93.33 55 R 45.0 8"PVC Pipe SDR 35 @ 0.50% End Cap&Plug per COB Std Dwg 02730-2 EXISTING RIM PROPOSED RIM GRADE RING FIELD Wheat Drive 7+99.49 5.98 R 7+99.48 55 L 59.0 8"PVC Pipe SDR 35 @ 0.50% End Cap&Plug per COB Std Dwg 02730-2 ROAD MANHOLE ID STATION OFFSET ELEVATION ELEVATION OBSERVATIONS Wheat Drive 7+99.49 5.98 R 7+99.49 55 R 1 47.0 8"PVC Pipe SDR 35 @ 0.50% End Cap&Plug per COB Std Dwg 02730-2 WHEAT DRIVE EX. MH #2 0+31.25 5.56' R +4,727.47' +4,727.47' 8' ECCENTRIC SSMH Wheat Drive 11+77.28 3.43R 11+83.68 55L 57.0 8"PVC Pipe SDR 35 @ 0.50% End Cap&Plug per COB Std Dwg 02730-2 48" ECCENTRIC SSMH Wheat Drive 11+77.28 3.43 R 11+69.07 55 R 50.0 8"PVC Pipe SDR 35 @ 0.509/o End Cap&Plug per COB Std Dwg 02730-2 WHEAT DRIVE EX. MH #3 3+98.67 8.45' R +4,723.32' +4,723.15' GRADE RINGS: (1) 3";(1) 2" Cultivar Drive 9+00 0 9+00.00 40L 40.0 8"PVC Pipe SDR 35@0.50•5 End Cap&Plug per COB Stcl DI 02730-2 2' OF EX. 8" PVC TO EAST AND WEST Cultivar Drive 9+00 0 9+00.00 40 R 40.0 8"PVC Pipe SDR 35 @ 0.509/o End Cap&Plug per COB Std Dwg 02730-2 48" ECCENTRIC SSMH WHEAT DRIVE EX. MH #4 7+99.49 5.98' R +4,720.13' +4,720.12' GRADE RINGS: (2) 6';(1) 2" Cultivar Drive 11+87.46 0.8 L 11+90.72 40 L 39.0 8"PVC Pipe SDR 35 @ 0.50% End Cap&Plug per COB Std Dwg 02730-2 2' OF Ex. 8" PVC TO EAST AND WEST Cultivar Drive 11+87.46 0.8 L 11+81.55 40 R 41.0 8"PVC Pipe SDR 35 @ 0.50% End Cap&Plug per COB Std Dwg 02730-2 48" ECCENTRIC SSMH Cultivar Drive 17+81.60 0 17+81.60 40 L 40.0 8"PVC Pipe SDR 35 @ 0.50% End Cap&Plug per COB Std Dwg 02730-2 WHEAT DRIVE Ex. MH #5 +77.28 3.43' R +4,716.92' +4,716.73' GRADE RINGS: (TO WEST 2' OF EX, 8' PVC TO W Cultivar Drive 17+81.60 0 17+81.60 4OR 40.0 8"PVC Pipe SCR 35@0.50% End Cap&Plug per COB Std Dwe 02730-2 48" ECCENTRIC SSMH WHEAT DRIVE EX. MH #6 15+79.28 5.80' R +4,712.52' +4,712.08' 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 +4,707.74' +4,707.36' 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' +4,702.60' 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 4+10.59 4.3 L 4+05.18 55 L 51.0 8"Dia.DI Class 51 Water Main End Cap&Blowoff per COB Std Dwg 02660-7 _ 48" ECCENTRIC SSMH Wheat Drive 4+10.59 4.3 L 4+14.96 55 R 60.0 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 +4,693.22' +4,694.92' GRADE RINGS: (1) 2" 2' OF Ex. 8" PVC TO WEST Wheat Drive 8+10.49 5.7 L 8+10.49 55 L 49.2 8"Dia.DI Class 51 Water Main End Cap&Blowoff per COB Std Dwg 02660-7 48" ECCENTRIC SSMH Wheat Drive 8+10.49 5.7 L 1 8+10.49 55 R 61.7 8"Dia.DI Class 51 Water Main End Cap&Blowoff per COB Std Dwg 02660-7 UTILITY AND EMERGENCY ACCESS EX. MH #10 2+90.71 0.84' R +4,683.78' +4,683.78' GRADE RINGS: (1) 6";(1) 2" Wheat Drive 11+89.47 7.7 L 11+93.01 55 L 47.5 8"Dia.DI Class 51 Water Main End Cap&Blowoff per COB Std Dwg 02660-7 2' OF EX, 8" PVC TO EAST AND WEST Wheat Drive 11+89.47 7.7 L 11+82.66 55 R 63.0 8"Dia.DI Class 51 Water Main End Cap&Blowoff per COB Std Dwg 02660-7 48" ECCENTRIC SSMH Cultivar Street 9+11.00 1111 9+11.00 40 L 51.0 8"Dia.DI Class 51 Water Main End Ca &Blowoff per COB Std Dwg 02660-7 UTILITY AND EMERGENCY ACCESS EX. MH #11 6+91.55 0.33' L +4,680.16' +4,680.16' GRADE RINGS: (1) 6" P p g 2' OF Ex. 8" PVC TO EAST AND WEST Cultivar Street 9+11.00 11 R 9+11.00 40 R 29.0 8"Dia.DI Class 51 Water Main End Cap&Blowoff per COB Std Dwg 02660-7 NOT APPLICABLE EX. MH #12 N/A N/A +4,678.11' +4,678.11' 48" ECCENTRIC SSMH Cultivar Street 11+98.01 10.9 R 11+99.41 40 L 50.9 8"Dia.DI Class 51 Water Main End Cap&Blowoff per COB Std Dwg 02660-7 NOT-APPLICABLE EX. MH #13 N/A N/A +4,675.43' +4,675.43' 48" ECCENTRIC SSMH Cultivar Street 11+99.01 10.9 R 11+96.63 40 R 29.1 8"Dia.DI Class 51 Water Main End Cap&Blowoff per COB Std Dwg02660-7 Ex MH #1 Cultivar Street 17+92.60 11 R 17+92.60 40 L 51.0 8"Dia.DI Class 51 Water Main End Cap&Blowoff per COB Std Dwg 02660-7 ??? EX. MH#1 ??? ???' ??? +4,734.79' +4,727.47' 0 48" ECCENTRIC SSMH Cultivar5treet 17+92.60 11 R 17+92.60 40 R 29.0 8"Dia.DI Class 51 Water Main End Cap&Blowoff per COB Std Dwg 02660-7 NO. REVISIONS DRAWN BY DATE �ONTgNq �,7 7p DEVELOPMENT ,(}� `n �?y�7 p �? �? �/w PROJECT #:14-167.10 SHEET NORTH HI PARK D EV E�,llP]�J[]C'eNT - P�IG71SE 1 DESIGN 32 DISCOVERY DRIVE DATE: 07/17/2024 �®o� BOZEMAN,MT 59718 Civil Engineering R.sE" GENERAL TABLESEngineering °R""EY�` � PHONE GeotechnicalgLL�ED FAx(aos)58e-5770 Land Surveying EN6INEER►N6 PROJECT ENGINEER: RSR DRAWN BY: EVR, EJF Ho.<""6 PE = -alliedengineering.com F�;- BOZEMAN,MONTANA A NORTH I'ARI�DESIGN DESIGNED BY: RSR,BDA,ASG REVIEWED BY: RSR A °'�esa��`°y9•�o GENERAL TABLES 1 COS 1723�� // TRACT 1-B COS 2153A / L�CRr+'�i' — EX. 36" CMP. CULVERT / �N D�.$1•IL �\ ° / INV. = 4663.1T WATERCOURSE SETBACK ZONE 2� �Y EXISTING MDEQ MONITOR WELL(M-37) � , I_ I ♦ �rrri v � � � _ FOR BOZEMAN SOLVENT SITE WATERCOURSE SETBACK ZONE 2 PROPERTY BOUNDARY WATERCOURSE SETBACK ZONE 1 WATERR�SETBACK I ZONE 1�4j 4�� 8 / / DELINEATED WETLAND /„� / TRACT 3-A DELINEATED WETLAND\ p8'� S / \ BOUNDARY // // COS 2153 I/ �� BOUNDARY `� 40.0 NW ENERGY EASEMENT TO REMAIN / — STATE OF MONTANA a — SW 1/4 NORTH OF J � c TRACT 3-B /o PROPERTY LINE (TYP.) J III ][-90 LESS TRACTS /I / COS 2153A / � / COS 2153A k �� / / / y PROPERTY LINE (TYP.) o LOT 1 � `/ I / I / / 24.0' ACCESS EASEMENT MINOR SUB32® l I / / // // TO BE ABANDON ID 20.0' WIDE WORK LINE ACCESS EASEMENT 0. / TO BE ABANDONED [UTILITY ACCESS AND I I I 6 / c 1 m — EASEMENT EX. MH #9 / a 2' OF 8" PVC @ 0.4% 3 L —_— --__ SECTION LINE EX. FIRE HYDRANT 51 WATER CLASS 30.0' SEWER EASEMENT /STUBBED TO WEST / EX. PRV STATION EX. 36" RCP.CULVERT Y \ \ EX. WATER MAIN I + + ' 30.0' SEWER 60.0' WIDE ROW EX. 11.25'BEND 12" BUTTERFLY VALVE EX. FIRE HYDRANT / EX. WATER MAIN EASEMONT DI BUTTERFLY VALVE EX. FIRE HYDRAC I EASEMENT IN WATER MAIN ———— 12"--BUTTERFLY VALVE I / 20. WIDE WATER YDRAN // N�// / �® — O EX. UNDERGROUND 120.0' WIDE ROW Iµ',. _ — — UTILITIES AND I I EASEMENT i ��, — ( OVERHEAD POWER _ EX. MH /5 EX. MH #6 EX. MH #7 /� EX. 1A PVC ° EX. 11.25' BEND 1 '2' OF 8" PVC @ 0.4% 2' OF 8" PVC @ 0.4% 2' OF 8" PVC @ 0.4% / / /o / SANITARY SEWER EX. MANHOLE w� EX. MH #4 STUBBED TO WEST STUBBED TO WEST STUBBED TO WEST MAIN IN WATER MAIN %� / � 2' OF 8" PVC @ 0.4% Z / i � i' / EX. MH 10 EX. MH #13 WHEAT DRIVE _ j STUBBED TO EAST & WEST EX. MH 8 / 2' OF 8" PVC @ 0.4% —— —— EX. 10" PVC 2' OF 8 H PVC @ 0.4% / / / I —� # �/ \ EX. MH #12 SANITARY SEWER/ / I EX. CELL—T SITE -- — ----- EX. MH 3 MAIN STUBBED TO WEST / / / 4890 ^ STUBBED TO EAST &)JWE�STI ^ I J)��7�X 2' OF 8#PVC@0.4% \ \\�,Y=1/ EX.LEA C' I EXISTING STORM TRACT 4-B1 RCP CULVERT TRACTIl STUB\BED TlO EAST��```'''& WEST WATER POND /^ / COS2153A gyp,, EX. MH #11 INV. = 4676.64' •� �f / �.11g 40.0' NW ENERGY EASEMENT 20.0' WIDE UTILITY STUBBED TOC EAST WEST TO BE ABANDONED ,// EX. STATE LEASE BOUNDARY 4700 EASEMENT �Jrj00 I EXISTING STORM '/ \ 471p 40.4 ROW EASEMENT WATER POND \\\ /"ti 4710 470$ 705 � EX.LEASE TRACT B I � 47�� 4720 EX MH #1 ~ O V 30.0' WIDE SEWER 4725 47 \ ' av 47,3p 32' OF 8" PVC @ 0.4% 40.0' YELLLOWSTONE 1 (� EASEMENT STUBBED TO NORTH & 36' OF 8" �`4727_ / PIPELINE EASEMENT �E�I T I LL 4 47 PVC @ O.v STUBBED TO EAST GAS iLINE W ENERGY EX. POWER POLE I a W FLORA LANE a EX. 8" DI WATER MAIN V EX. FIRE HYDRANT O A _ \ 60.0 FLORA LANE ROW ACCESS AND WUTILITY PUBLIC EX. STORM DETENTION POND AND OUTLET PIPE / I RECORD D DEED. LO Le - EX. CURB & GUTTER 4 Aj� \/NW ENERGY GATE STATION 4®Qy� DRAWING \� Q CORDON MANDEVILLE SUBDIVISION ° ®1ST u \ I REVISIONS: LJ J e / 1. THE EXISTING 20' WIDE UTILITY EASEMENT IS o O / / NOW DISPLAYED ALONG THE SOUTH BOUNDARY _ OF FUTURE TRACT 46 (SHOWN AS TRACT 4—A o� ON THIS SHEET SURVEY NOTES NORTH 7TH AVE. 1. SEE SHEET CO.4 GENERAL TABLES FOR SURVEY CONTROL POINTS TABLE. loll j NO. REVISIONS DRAWN BY DATE 0 150 300 450 �ONTgNq PROJECT #:14-167.10 SHEET 1 ADD. EX. EASEMENT SHOWN RSR 06/29/201 NORTH PARK DEVELOPMENT PHASE 1 DESIGN 32 DISCOVERY DRIVE DATE: 07/17/2024 ��°� 2 NO CHANGES — CURRENT DATE RSR 02 19 2020 RY SCo BOZEMAN,MT 59718 Civil Engineering / / SCALE (FEET) * RCROMEv� � �q��'�� ®��'��®��° PHONE(406)582-0221 Geotechnical Engineering EXISTING CONDITIONS FAX(406)582-5770 ALLIED PROJECT ENGINEER: RSR DRAWN BY: EVR, ETRo.<°"6 Re = w alliedineeringmc Land Surveying EN6INEERIN6 BOZEMAN,MONTANA eng � NORTH PARK DESIGN DESIGNED BY: RSR,BDA,ASG REVIEWED BY: RSR A °%�es•a,o�e°y9��o E+XIST)ING COND. / T / / WATERCOURSE ZONE 1 II WATERCOURSE ZONE 2 - / SETBACK SETBACKDELINEATED WETLAND BOUNDARYFEET — �y 100 YEAR FLOOD PHASE I BOUNDARY r �-� —__—_— 1 INUNDATION EXTENTS APPROXIMATE LOCATION OF ABANDONED I I I I UNDERGROUND GAS LINE. CONTRACTOR TO VERIFY ABANDONMENT PRIOR TO CONSTRUCTION. �I I� I ADJOINING PROPERTY � I I (NOT THIS PROJECT) li EXISTING UNDERGROUND HIGH PRESSURE GAS TRANSMISSION PIPELINE (NORTHWESTERN ENERGY) I FUTURE TRAIL, SEE TRAIL PLANS. I I�TO BE INSTALLED IN FUTURE PHASE PROPOSEDGRRAVEL ACCESS L——— J 60.0' ROAD ROW STORM TREATMENT POND L— WHEAT DRIVE / / 60 0' ROAD ROW / \\ `I 5-7N —j —————— —————— ---------- o EXISTING CELLULAR TOWER -- ---- --- III li STORM TREATMENT POND 60.0' / /I PROPOSED APPROACH 0 / STORM TREATMENT POND I � � L — — — — — — — — — — 4, 11 SEWER EASEMENT \ I DRAINAGE EASEMENT \ \\ IJ1 I AP ONLY WATER MAIN EXTENSION ALONG I / / / // I � II FLORA LANE AS PART OF PHASE 1 I , / / / 1 60.0' WIDE I PUBLIC ACCESS ------ --------- I L / / & UTILITY v �� ————— — —— EASEMENT / FLORA LANE(EXISTING) _ — — - / / FLORA LN PROPOSED GRAVEL DRIVE / /// EXISTING NWE GATE STATION ADJOINING PROPERTIES r� NOT THIS PROJECT I nJ / / ( ) / / EXISTING UNDERGROUND PETROLEUM PIPELINE �p / ��®�� (PHILLIPS 66/YELLOWSTONE PIPELINE) �� I / DRAWING SECTION OF CULTIVAR STREET TO BE EXCLUDED FROM PHASE 1. IMPROVEMENTS WILL BE_COVERED UNDER A PHASE 2.5 CERTIFICATION ONCE MDT APPROVAL HAS BEEN ISSUED AND IMPR TS CAN BE CONSTRUCTED TO NORTH 7TH AVE. MAJOR ENTRY/EXIT o �� POINT OF PROJECT SECONDARY ENTRY/EXIT POINT OF PROJECT / / ONTO 7TH AVE. - PHASING NOTE: ONTO 7TH AVE. / • PHASE 1 INCLUDES WHEAT DRIVE TO JUST NORTH OF THE INTERSECTION NORTH 7TH AVE. — — _ WITH CULTIVAR STREET, FLORA UTILITIES, AND CULTIVAR STREET FROM THE — — — — -- — • WEST EXTENTS TO JUST EAST OF THE INTERSECTION WITH FLORA LANE. PHASE 2 WILL INCLUDE IMPROVEMENTS SHOWN NORTH OF CULTIVAR STREET. _ • PHASE 2.5 WILL BE SPECIFIC TO THE SECTION OF CULTIVAR STREET BETWEEN FLORA LANE AND NORTH 7TH AVE. TO BE FINALIZED UPON APPROVAL FROM MDT. 3i NO. REVISIONS DRAWN BY DATE 0 150 300 450 �ONTq 9 PROJECT #:14-167.10 SHEET NORTH PARK DEVELOPMENT - PHASE I DESIGN 32 DISCOVERY DRIVE DATE: 07/17/2024 CY•2 * ar sc BOZEMAN,MT 59718 Civil Engineering OVERVIEW SCALE (FEET) FoROM76� PROJECT OVERVIEW PLAN PHONE(406)582-0221 Geotechnical Engineering ALLIED PAxeden 5 eering. Land Surveying ENGINEERING PROJECT ENGINEER: RSR DRAWN BY: EVR, EJF Ho.<o/J6 PE = www.alliedengineering.wm F�;- BOZEMAN MONTANA NORTH PARK DESIGN DESIGNED BY: RSR,BDA,ASG REVIEWED BY: RSR A 9 °'�e.:ea„�°°y9•�o OVERVIEiW PLAN M wo Jim _ � •• �� j� ��1to/I 736- yC�► PROJECT - NORTH PARK DEVELOPMENT - PHASE I DESIGN 32 DISCOVERY DRIVE SCALE (FEET) GRADING OVERVIEW PLAN PHONE(406)582-0221 Geotechnical Engineering ALLIED •• ��WW BO -- a t• ii • i•i ►i R=82. R 112.04' R 8. L 25.02' -- �,1� (r>=1ti'45'43" 7'28'19"N17'2'3"E of qq R=100:00' R=100.00 a53 2' S, \ L=8345' L=69.17 R= 0' R_8 \\ 0=47'48'50" -3938'Ot" _ 2 / I !'✓` I / \ 39 3 T3600 4=2 ' " t \ _ / / R=280.00' �/ i�— i �a- N00'03'54"E r1=29'09 � I I _-- N18'41'491'�y 181.116' '13" /// 19'33�g4'E \\ / WATERCOURSE ZONE 1 Ilr 142.03' 315.78' NI SETBACK I I N08'S4'11"E _ WATERCOURSE ZONE 2 1 141.35' III SETBACK PROPOSED TRAILI --- ----_�� / i � I o / a I \ t�31.7a' � �^'-� DELINEATED WET'oLAND 4=72' _—' C BOUNDARY 100 YEAR FLOOD- INUNDATION EXTENTS I / PHASE 1 BOUNDARY II 1j1-----------LJr---------------- 1 I —————————— II / IIIII _ ————————— I N115'50'25"W �`\ / ,�512.55' I PROPOSED SEWER III MAIN EXTENSION h MAOPO EXTENSION WATER NS ON I / _ I -3 PROPOSED WATER MAIN EXTENSION III PROPOSED UTILITY STUB EASEMENT (TYP) I �1 --e E�RALLY 20' DEEP AND 31.7' WIDE 11 I o STORM POND PROPOSED WATER AND SEWER MAIN _^^ n // // v\ �A EXISTING PRV PROPOSED STUBS (TYP) — _ 1� � � 1' / / HYDRANT (TYP# C J— 1 3 /A EXISTING WATER — - — — —1 1 (TYP) n w�s WHEAT DRIVE EXISTING EWER — — — J EXISTING SEWER STORM POND 2 0 / � � �L IJ- i ---s s s �� / _ PROPOSED SEWER STORM POND 1 n \ / MAIN STORM OUTFACE MAIN (TYP) 5 ---- ----- l MAIN EXTENSION0 / EXISTING — — — — — — _ MAIN (TYP) -- —� - - - - - - — - - - — o / �o MAIN STORM OUTFALL 11 PROPOSED SEWER �I PROPOSED WATER MAIN EXTENSION MAIN EXTENSION ONLY WATER MAIN EXTENSION ALONG CONNECT TO EXISTING WATER MAIN (�7) FLORA LANE AS PART OF PHASE 1 PROPOSED WATER \ MAIN EXTENSION EXISTING WATER MAID— FLORA LN I 8 0 o FLORA LN' Ia EXISTING SEWER PROPOSED SEWER MANHOLE MAIN EXTENSION I� EX. GAS LINE EXISTING WATER MAIN � CJ] APPROXIMATE LOCATION OF ABANDONED UNDERGROUND GAS LINE. CONTRACTOR TO S-, VERIFY ABANDONMENT PRIOR TO CONSTRUCTION. NORTH 9TH AVE. - . — — — — — /\ I NO. REVISIONS DRAWN BY DATE 0 150 300 450 �ONTq 9 PROJECT #:14-167.10 SHEET NORTH H[ PARK DEVELOPMENT - PHASE I DESIGN 32 DISCOVERY DRIVE� DATE: 07/17/2024 CIA A* aaar sco BOZEMAN,MT 59718 Civil Engineering OVERVIEW (� SCALE (FEET) Raaev WATER SE WER & STORM OV ERVIE4� PHONE(406)582-0221 Geotechnical Engineering ALLIED FAx(aos)saz-sn° Land Surveying ENGINEERING PROJECT ENGINEER: RSR DRAWN BY: EVR, EJF F.Ho.aoN'EOPEO= —alliedengineeringm SERy1c�,pM, NORTH PARK OE�d'(iN E �1 BOZEMANI MONTANA OVERVIEW DESIGNED BY: RSR,BDA,ASG REVIEWED BY: RSR A D °%eseP,,,e°` 1 1 1 I k1p9 1 p NOTE: REFER TO THE PLANS FOR ADDITIONAL STORM STRUCTURES V^ INFORMATION RELATED TO KEY ELEVATIONS SEE SHEET C2.3 / ' 1 ' 80.0' of 18" A-2000 STORM ®3.82% - B - - - - - - - ,25.0%I - _ - - 11 00 ' 1 - _ _ h�0$ RIM = 4707.00 4711 4709 24" SLOTTED MANHOLE 1 N COVER WITH RING G4707 Aj 1 1 0> I TOP OF WEIR = 4706.25 11 ; 4705 I 4" WIDE WEIR 4N'1' SLOT 1 a POND BOTTOM t 4705.17 122.9' -- CCC v � A t 1 16.2' of 24" A-2000 STORM ®0.29% 28 3' 3" DIA. ORIFICE q INV = 4704.50 -25.19< 2" PVC INLET T 12" PVC OUTLET PIPE 1 g STA. Drive 27 OFF. 333.05R OUTLET STRUCTURE I A00� FROM POND BOTTOM 2' SUMP INV =-4F84.98 Wheat Drive / 0 0o s NV. OUT = 4704.80 SEE DETAIL 2/C1.5 y 4703.95 96" 'I INSTALL FETS AND ROCK 1 1 U_q% 71 97" ARMOR. SUMP = 4702.00 " 1 1 145.5'.of 24" A-2000 STORM ®0.40% 4706 4 4708 SECTION 2-2 STORM STRUCTURE d+ 11.2•" SEE SHEET C2.3 82" \ 24.8' of 12" A-2000 STORM @ 8.44% 10.T of 24'" A-2000 STORM 4.66% B 85•' 95' 1 FLOW DIVERSION, SEE 1/C1.5 11 1 1 STORM MANHOLE_STRUCTURES_ _ 1 SEE SHEETC1.6 o STORM MANHOLE STRUCTURES - /' a SEE SHEET C1.6 J TOP OF WEIR ' 1 ELEV. = 4706.25 0 p0 I O 4' ` n; 12 DIA. 4 4" WIDE WEIR SLOT 1 1 \is _124% 4708 OUTLET PIPE ELEV. _ ^t+*n-T.=r •t t /•, 4705.17 --rr--�� 4 3 DIA • Y PLAN VIEW-POND 1 0 15 30 45 ORIFICE �,t •i /. •�2' SUMP SCALE (FEET) 11�1G CO f1� r 4 t /4 JC�JLe LO LJI t/ 472 720 DRAWING SECTION 1-1 ROAD A FG SURFACE 471 715 471 715 72" MANHOLE EXISTING GROUND RIM = 47010.86 EXISTING GROUND SUMP = 4702.00 471 _ _ 710 471 710 \ 96"� _ \\ TO POND 18" INLET PIPE 1 INV = #�BScE}J- 4705.06 470 705 470 705 24" OUTLET PIPE INV = 4;�G4,$F5 4704.92 a POND BOTTOM POND BOTTOM 71 3" DIP._ EL = 4704.5 EL = 4704.5 ORIFICI - 470 700 470 700 TOP OF WEIR 24" INLET PIPE = 4706.10 INV =8F94..65 4704.71 12" INLET PIPE - 12" 469 695 469 695 ri^ no 00 00 00 c 0 0o o o . 1 97" 82" 2 2 oo o 00 0 oo o 0 0 ow 24" OUTLET PIPE \ o o + + N N o o }} INV = 4704.00 \ i PLAN VIEW 12" ourLEr PIPE SECTION A-A SECTION B-B OVERFLOW NOTE: SECTION VIEW-POND b 1. APPROX. DEPTH To GROUNDWATER 7-FT /�¶\\ /�')\\ BELOW GROUND SURFACE. APPROX. RESULTING HORIZONTAL SCALE FEET VERTICAL SCALE FEET l I l�ET��. 1 " 1 DETAIL GROUNDWATER ELEVATION OF 4702. 0 50 100 0 5 10 0l C1.5 FLOW DIVERSION STRUCTURE C1.5 DETENTION POND OUTLET STRUCTURE - NTS NTS NO. REVISIONS DRAWN BY DATE �ONTANq �,7 7p DEVELOPMENT ,(}� `n y�7 }� p T? �? �/w PROJECT #:14-167.10 SHEET NORTH PARK DJCeV]Ce�,OPMENT - PHASE 1 DESIGN 32 DISCOVERY DRIVE � DATE: 07/17/2024RDRY SC- �lls� BOZEMAN,MT 59718 Civil Engineering ..ROMEY 40776 PPOND I - GRADING & OUTLET DETAIL PHONE AX(40)582-5-0221 Geotechnical EngineeringALLIED FAx�aos�sae-sn° Land Surveying a►e►lvt-EI PROJECT ENGINEER: RSR DRAWN BY: EVR, EJF Ho.<0"6 PE = -alliedengineering.com �Ss'°E BOZEMAN,MOINT A s erc NORTH PARK DESIGN DESIGNED BY: RSR,BDA,ASG REVIEWED BY: RSR A °"es"a,"1`°y9•�o GRADING&OUTLET --NOTES: 1. PROVIDE PIPE VERTICAL CLEARANCE OF 6-IN .- 0-4 O - FROM ANY SANITARY SEWER MAIN CROSSING v ,ir 1 I AND 18-IN OF VERTICAL CLEARANCE FROM ANY J I WATER MAIN CROSSING. 2. A MINIMUM OF 1-FT CLEAR COVER IS NEEDED h FOR TRAFFIC RATING ON ALL STORM PIPE. N��6 p �j 0A k I 3. INSTALL INSULATION ABOVE ALL SANITARY a1 I SEWER CROSSINGS, ALL UTILITY CULVERT r O� N CROSSINGS, AND AT ALL LOCATIONS WHERE SEWER BURY DEPTH IS LESS THAN 5.0-FT. I I I p0 a R>>9 I 4. INSTALL INSULATION ABOVE ALL WATER MAIN L a� 00 I CROSSINGS, AND AT ALL LOCATIONS WHERE I WATER MAIN BURY DEPTH IS LESS THAN 6.5-FT. N� 1 11 k10 5. BACKFILL FOR ALL STORM DRAIN TO BE "TYPE 1 A" BACKFILL PER MEW. PIPE BACKFILL TO BE IN n CRITICAL SEWER MAIN CROSSING AT STA. 8+82.90 - CONTRACTOR TO 1 ACCORDANCE WITH COB STANDARD DRAWING NO. 1 EX. STORM POND µn 02221-1 VERIFY THAT CROSSING MEETS MINIMUM SEPARATION REQUIREMENTS. INSTALL 1 I STORM POND 1 INSULATION OVER SEWER MAIN AT CROSSING 72" SDMH W/ INLET GRATE - 1 SEE SHEET C1.5 STA:13+04.95 OFF:O.OR O t I e TEMPORARILY DEPRESSED GRADING 11 - - - - - - 4-704- EX. FENCE a� r 4713 1 1 1 4705 - - - - -4j D I OOI}Z 48 SDMH W/INLET GRATE - Z- SEE NOTE 1 & 2 FOR MINIMUM v I OUTLET 72" SDMH W/ INLET GRATE 4705 4703 04 / ILIIR COVER OVER STORM PIPE / STRUCTURE O STA:2+32.16 OFF:6.8R - _ �10.00' of 15" A-2000 STORM @ 1.09% 1' STA:11+56.66 OFF:0.0 EX. STRUCTURES - - - - 179 - - INV. IN: 3�4714�-471�0.63 169.. ro oo -o- - - _ o 60" SDMH W/ INLET GRATE 60" SDMH W/ IN GRATE 1 O -0 4705 /4703 Q / STA:6+28.73 OFF:-1.SL STA:8+37.53 OFF:0.072" SDMH W/ INLET GRATE 4706 O 30.0' WIDE PROPOSED STORM / ! 1 STA:10+87.21 OFF:O.OR Q \DRAINAGE EASEMENT 3�"y I 60" SDMH W/ SD COVER 470 8 4707 �� a^ 4>13 tlOg4 4717 STA:9+25.84 OFF:0.0 _- 4709 4717\ i� 4714 4712 I 4711 PLANT VIEW-MIAINT STORM®UTFALL(STA.0+00.00-15+00.00) ]RIECORD ]RIIWING 1 472 4/2- CRITICAL CRITICAL SEWER MAIN CROSSING STA. 8+82.90 - INSTALL SDMH 2+32.16 INSULATION ABOVE SANITARY SEWER PIPES AT ALL STORM RIM:4717.75 DRAINAGE PIPE CROSSINGS, ALL UTILITY CULVERT CROSSINGS, AND CULTIVAR MH HEIGHT: 5.40' AT ALL LOCATIONS WHERE BURY DEPTH IS LESS THAN 5.0-FT STREET SUMP: 4712.35 (TYP.) 472 18" INV OUT:44}3-48-{Wj 4720 EXISTING GROUND FINISHED GROUND SDMH 8+37.53 _ RIM:4714.14 MH HEIGHT: 5.28' SDMH 9+25.84 _ SUMP:�T 4708.97 RIM:4712.70 471 - 24" INV IN:4;39 )4709.66 4715 15" INV IN:1718. 4710.55 SU HEIGHT: 11.70') SUMP: 4701.00 24" INV OUT:4�69 )4709.69 24" INV IN:-4-�B8-69 (S)4708.49CIN 7.21 _ 24" INV IN:1F83:58 (W)4703.622 24" INV OUT. (N)4701.63SUMP: : 53g 471 SDMH 6+28.73 4�66.9�(S)4700.56 710 400.0' of 18" A-2000 STORM @ RM:4714.474-�B9-99 (W)4701.70 0.53% MH HEIGHT: 4.91 T: 6-(N)4700.06 148.3' of 30" A-2000 STOi M CO 0.42% SUMP: 4709.56 88.3' of 24" A-2000 STORM @ 1.11% _ 18" INV IN:4710.81 (S) _ 290.3' of 30" A-2000 STORM @ 0.41% 470 24" INV OUT.1419-6'r(N)4710.40 ` 705 208.8' of 24" A-2000 STORM 0 8+zH'ifr STORM DRAIN CROSSING - _ a 0.36% WATER MAIN CROSSING u 470 700SUMP: 4698.31 - 161.4' of 24" A-2000 STORM @ 0.54% SDMH 11+56.66 SDMH RIM:4706.28 05.35 95 _ 69.4' of 30" A-2000 STORM @ 0.55% MH HEIGHT: 7.30' RIM: SUMP: 4698.99 MH HEIGHT: 7.04' 30" INV IN:4699.93 (S) 30" INV IN:189 1 (S)4698.97 469 30" INV OUT:4699-�4(N)4899.65 9H 695 30" INV OUT:4699.06 (N) - EXISTING GAS LINE - VERIFY PRIOR TO CONSTRUCTION 469 690 M O �fl m OC rn0 co OOJ 0N �� Ncp m M noJ �� fOM M^ �O �N �^ n� 't M� ^ 00 .� n^ �N acp �O t0 n M O� i(] n N w M O W � w M O n M O n < 6c2 dui �jui �� uj r'i pN pN 7� �� a0 moo, Moi 'im �^ ^� 6. dui 1p' N Nri �N 4N 4 �" r 0 0 00 00 O^ 00 00 n DO 60 00 00 00 00 DO n^ �" n^ n n7 n^ i:^ n^ n^ n n^ n^ ^ n^ n^ n^ n^ n^ n^ a� 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 0 0 o �n o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + PROFILE VIEW-MAIN STORM®UTFALL(STA.0+00.00-15+00.00) s NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE FEET VERTICAL SCALE FEET ONT'1 PROJECT #:14-167.10 SHEET 0 50 100 0 5 10 vD n'q }�T®lf9'R'lf lT PARK D VELOP}�/�lfq}�T - 1TDlf if A S)['q `� ID)[�'q SIGN 32 DISCOVERY DRIVE DATE: 07/17/2024 C1.6 �o y NORTH JCS JL JC71 .0 DEVELOPMENT 9 JL PHASE��.e .L DESIGN v" BOZEMAN,MT 59718 Civil Engineering 6 R.sE° MAIN STORM O U�CFAL L e PLAN & PROFILE g g ..40776 P PHONE(40)582-5-0221 Geotechnical En ineerin ALLIED FAx�aos�saz-sn° Land Surveying DMINEEN►NG PROJECT ENGINEER: RSR DRAWN BY: EVR, EJF Ho.<0"6 PE = -alliedengineering.com F,�;-�E�=EE�� B®ZEM[A1�,MI®�ITANTA .�. 1�IoffFTH PAS DESIGN DESIGNED BY: RSR,BDA,ASG REVIEWED BY: REP A °%�esP,o1�°y9•�o MIAIIN STORM®UTF'ALL U � NOTES: 1. PROVIDE PIPE VERTICAL CLEARANCE OF 6—IN FROM ANY SANITARY SEWER MAIN CROSSING I 7 AND 18—IN OF VERTICAL CLEARANCE FROM ANY WATER MAIN CROSSING.A MINIMUM OF eee��,,, 8 1—FT CLEAR COVER IS NEEDED FOR TRAFFIC RATING ON ALL STORM PIPE. /7 I > a 2. INSTALL INSULATION ABOVE ALL SANITARY SEWER CROSSINGS, ALL UTILITY CULVERT 7 CROSSINGS, AND AT ALL LOCATIONS WHERE SEWER BURY DEPTH IS LESS THAN 5.0—FT. n�, 3. INSTALL INSULATION ABOVE ALL WATER MAIN CROSSINGS, AND AT ALL LOCATIONS WHERE 7/ V� WATER MAIN BURY DEPTH IS LESS THAN 6.5—FT. / 4. BACKFILL FOR ALL STORM DRAIN TO BE "TYPE A" BACKFILL PER MEW. PIPE BACKFILL TO ^� 7 Y BE IN ACCORDANCE WITH COB STANDARD DRAWING NO. 02221-1. V 7 cal 2 0 � I On m �� zi iF F til tTj � I I J zo 00 4703 72" SDMH W/ INLET GRATE I o STA:15+95.26 OFF:O.OR c 7 fM O O 0L41w 19 0 / END PHASE 1 STORM 2 /4703 IMPROVEMENTS STA:16+23.34 ]PLAN VIEW-MAIN STORM®UTFALL(STA. 15+00.00-16+23.34) 47, PROPOSED FINISHED GRADE FUTURE FAUNA STREET 47O FUTURE PHASE 2 FINISHED GRADE PROFILE HIP STORMM 0.4 ' 30" ADS GRADE AWAY FROM SDMH AT 4:1 FOR TEMPORARY HP STORM GRADING PRIOR TO PHASE 2 CONSTRUCTION 470 STUB OUT 25 OF 30" ADS HE STORM AT 1.09% FOR PHASE 2 CONNECTION PRE—DISTURBANCE EXISTING GROUND SURFACE 469 FUTURE SDMH 15+95.26 SEWER ��®�� RIM:4704.04 MAIN MH HEIGHT: 6.97' CROSSING SUMP: 4697.07S) DRAWING 30" INV IN:#69�9E}(S)�4697.87 Jj�J 30" INV OUT:4697.82 (N) FUTURE WATER MAIN CROSSING 468 468 467 467 �2O poo 'o Mif1 0 0 0 0 u� u� co co PROFILE VIEW-MAIN STORM®UTFALL(STA.15+00.00-16+23.34) NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE FEET VERTICAL SCALE FEET ONT'1 PROJECT #:14-167.10 SHEET 0 50 100 0 5 10 vD n'q }'�T®lf9'R'lf lT PARK DEVELOPMENT V LOPMEq}�TT — PHASE A S�['q `� DESIGN 32 DISCOVERY DRIVE DATE: 07/17/2024 ��oq NORTH JCS JL JC71 .0 ev'u b 9 JL JC JC71d'1 ��.e .L �e d v� BOZEMAN,MT 59718 Civil Engineering / ��ROMErRY PHONE(406)582-0221 Geotechnical Engineering ALLIED FAX(aos)sae-sn° 6 Land Surveying EMINEEN►NG PROJECT ENGINEER: RSR DRAWN BY: EVR, EJF Ho.<0"6 PE = —alliedengineering.com F,�;-�E�=EE�� B®ZEMA1�,M®�ITAI�A .�. 1�IoffFTH PARK II�EsdG1�T DESIGNED BY: RSR,BDA,ASG REVIEWED BY: RSR A •�o MAIIN STORM®UTFALL EXISTING I I I I I I 1 \ / � \ / (4) - 12" A2000 PVC PIPES - 68.0' LONG I � I IL GRAVEL \ I I I I I I I 1 �I 2' CENTER TO CENTER - EXTEND 4' BEYOND SIDEWALK (TYP.) 48" COMBINATION INLET PAD I I I I I I N I 1 I ' i > ' i STA:15+36.18 O F'23.OR (WHEAT DRIVE) I I + I I 1 30.0' WIDE PROPOSED Z 30.0' WIDE PROPOSED �� 48" COMBINATION INLET 36.1' of 18" RCP .4 ° 1 \ 1 \ I STORM DRAIN EASEMENT I �� STORM DRAIN EASEMENT I STA:11+13.74 OFF:16.5L ~ - INV. I of 15" RCP 71 1.74%' 29` .4' of 18" A-2000 STORM @ 0.347' 1 INV. N: liHE).?9 4710.12 O \ 48" COMBINATIONINLET 169°' TEMPORARILY DEPRESSED TBC GRADING I 47f97 STA:11+43.11 OFF.16.5L-------i ____________ I I 48"SDMH W/ SD COVER I PROPOSED UTILITY I I 33.0 STORM @0.of 18" �107 _ 93.• 48" COMBINATION_INLET STUB EASEMENT TYP. I I I / - I I i _ o 0 93 pp STA:15+36.78 OFF:23.OL (WHEAT DRIVE)_ I 2 STA:6+05.23 OFF:6.5L 1 ` (TYP.) I 60" SDMH W/ SO COVER I J� I -_ o o 4714� _ 46.0' of-Y5"-RCP O 0.449� / ___ __I47245 1 ' )230.'4' of 18"@ 4.86% I STA:10+33.80 OFF:6.5� 47131� �- _ - 1 4713,109°'0o M N & GRATE ° CSTREET I 48" COMBINATION INLET _ STA:8+00.11 OFF:16.5E2000 90 168"- h�13 v STREET OMB. INLET W/ CONCAVE FRAME -- - - o�93 h CENTERED-IN VALLEY GUTTER _ NEENAH R-3362-L OR SIMILAR APPROVED EQUAL- e _ STA:15+72.78 OFF:25.OR WHEAT DRIVE - - -- w 71•' _J 221.9' of 18" RCP � _ ( ) \ o o I 1 TBC 48" COMBINATION INLET 'o CULTIVAR o NI ^ 1 - \ p°j o - ) N �^ �" _ 50.9' of 24" A-2000 �" 4712.97 STA:11+13.74 OFF.16.5R I 0 93• ^ STREET 174" µn.w�,_�- _ _ _ _ STORM @ 0.40% -Z}_ \ >-}_ 00 \ S 3.82PROED POND0 TORMNUMBER \ W W W 4727 I r I r I I I I I I INLET INFRASTRUCTURE - SEE 195.2 of 18 A-2000 LT-� ' " I I I I I \ I I I SHEET C1.5 d ,� SEE 60.0' WIDE PUBLIC STREET ELECTRICAL STORM 0 1.36% ) o I I I ) o PLANS 1 ^ & UTILITY EASEMEINT E DETAIL B/C5.1I 470I ^ I I II /I ,\ PROPOSED DETENTION POND SEE � � STREET SECTION - BE 0 (GRADING EXTENTS) 'VIEW •I� FeR �� (I REw1" 1-n,m 10.0' WIDE PUBLIC UTILITY EASEMENT I(TYIP.) PROPOSED DETENTIONS d^z m ^P 1 1 PHASE® / 7fl \POND EASEMENT � 1 GN 4708 Iz 1 ]PLAN VIEW-CULTIVAR STREET-EAST STORM DRAINAGE ]PLAN VIEW-CULTIVAR STREET-WEST STORM DRAINAGE NOTES: STATIONING NOTE: SDMH 6+05.23 1. PROVIDE PIPE VERTICAL CLEARANCE OF 6-IN FROM ANY SANITARY SEWER MAIN CROSSING 1. THE ALIGNMENTS SHOWN IN THESE PLAN VIEWS ARE ONLY FOR CLARIFICATION PURPOSES. THE STORM CULTIVAR ALIGNMENT AND 18-IN OF VERTICAL CLEARANCE FROM ANY WATER MAIN CROSSING.A MINIMUM OF STRUCTURES MAINTAIN LABELS TIED TO THE STATIONING FOR CULTIVAR STREET OR WHEAT DRIVE. 473 RIM:4730.19 735 1-FT CLEAR COVER IS NEEDED FOR TRAFFIC RATING ON ALL STORM PIPE. MH HEIGHT: 11.64' 2. INSTALL INSULATION ABOVE ALL SANITARY SEWER CROSSINGS, ALL UTILITY CULVERT SUMP: 4718.55 CROSSINGS, AND AT ALL LOCATIONS WHERE SEWER BURY DEPTH IS LESS THAN 5.0-FT. 18" INV IN:4719.50 (S) 3. INSTALL INSULATION ABOVE ALL WATER MAIN CROSSINGS, AND AT ALL LOCATIONS WHERE 15" INV IN:4719.50 (N) WATER MAIN BURY DEPTH IS LESS THAN 6.5-FT. 18" INV OUT:1iEl9.Z9 (W)4719.29 4. BACKFILL TYPE FOR STORM DRAIN WITHIN ROAD RIGHT-OF-WAYS TO BE TYPE A BACKFILL 473 730 PER MPW. PIPE BACKFILL TO BE IN ACCORDANCE WITH COB STANDARD DRAWING NO. EXISTING GROUND 02221-1. STA. 8+00.11 OFF:16.50L 5. BACKFILL TYPE FOR STORM DRAIN OUTSIDE OF THE ROAD RIGHT-OF-WAYS TO BE TYPE C \ FINISHED GRADE CULTIVAR ALIGNMENT BACKFILL PER MPW. PIPE BACKFILL TO BE IN ACCORDANCE WITH COB STANDARD DRAWING GRATE FLOW LINE: 4724.07 NO, 02221-1. SUMP:"ems 4715.76 SDMH 15+72.73 INV IN:4716.70 18" STA. 11+13.74 OFF:16.50R WHEAT DRIVE ALIGNMENT STA. 15+36.78 OFF,23.00R 472 \ INV OUT:!7+6-59 18"4716.54 725 CULTIVAR ALIGNMENT STA. 11+13.74 OFF.I6.SOL RIM:4711.83 WHEAT DRIVE ALIGNMENT GRATE FLOW LINE: 4712.54 CULTIVAR ALIGNMENT MH HEIGHT: 3.28' GRATE FLOW LINE: 4712.27 SDMH 10+33.80 SUMP:"�,-9 4707.51 GRATE FLOW LINE: 4712.54 SUMP:-#P68c�E 4708.68 INVERT®SEWER CULTIVAR ALIGNMENT SU :6Cr 4707.69 SUMP:-4�68c5rs 4708.49 CROSSING = 4719.06 INV IN:47Q�2 18 4708.43 18" INV IN:��r(S) 4709.20 INV IN: 15"4709.44 RIM:4713.71 INV OUT-18" 4708.25 INV IN:-d�68r4'r 18"4708.39 INV OUT:�.r 18"4709.40 MH HEIGHT: 9.43 INV OUT:-4B98-4�18"4708.50 18" INV OUT:+7e&- - 4709.24 472 SUMP: 4704.28 720 472 720 19 .2 of 18" 18" INV IN:�-53 (E) 4705.43 ��4 ®�� STA. 11+43.11 OFF:16.50L f A-2000 STOP 24" INV OUT:476S93(N) 4705.07 CULTIVAR ALIGNMENT DIRAWINl`� GRATE FLOW LINE: 7.67 8 � 1.6' � �Y�Y A�f��llJJ1l SUMP: .rr 4707.67 0.6 INV IN:�B&3&18"4708.48 STA. 15+36.78 OFF:23.o0L 471 3 715 471 715 WHEAT DRIVE ALIGNMENT s,of \ INV OUT:-4�-e&SG 18"4706.45 GRATE FLOW LINE: 471227 7e- 24" A-2000 STORM 84.9' of 18" A-2000 STORM 0 3.82% _ - - SUMP:4708.95 -r q 20pC - - - _ -1.1 INV IN:4709.70 15" USE BAR !ER PIPE E) 2.2' STO SDMH 10+33.63 _ 10 INV OUT:4709.70 15" 471 HILL. SEE 710 CULTIV 4�AR ALIGNMENT 471 221.9 of 18 710 E 4, RIM:4710.86 to--or�`?iFI-E)W BI-F 869, QS ' 30.T of 15" RCP 0 1.747 PROPOSED 8 inch SS PVC SUMP, HEIGHT: 00 11' SUMP: 4702.8. -{� 46.0' of 15" RCP @ 0,44% Pipe CROSSING (TYP.) 24" INV IN:44B4,$�(S)4704.71 J T - 18" INV IN:°',. �(SW) 4705.06 0.5' ip PROPOSED 8 inch DI WATER 705 24" INV OUT:��-7"0+.�_`.(NW)4704.92 470 705 MAIN CROSSING (TYP.) 24" INV OUT:4704.00 (E) 36.1' of 18" RCP @ 0.45% EXISTING 12 inch DI WATER MAIN CROSSING F1 1.6' 19.1' of 24" A-2000 STORM @ 0.29% EXISTING 10 inlch SS PVC Pipe CROSSING 50.9' of 24" A-2000 STORM @ 0.40% 1 1 33.0' of 18" A-2000 STORM @ 0.31% PROPOSED 8 inch DI WATER PROPOSED 6 inch DI WATER MAIN CROSSING 19.1, of 24" A-2000 STORM @ 0.29% MAIN CROSSING TYP. 470 700 470 (TYP.) 700 29.4' of 18" A-2000 STORM @ 0.34% PROPOSED 8 inch SS PVC Pipe CROSSING (TYP.). 469 695 469 695 0N NN N Nd 00 0 a � M W r uN)Nw c I � I Nr') O� 1) NO N � QO Ol N M M N NNM O � N N c'IO 0 N n� �! C C M ]PR®FILE VIEW-CULTIVAR STREET-EAST STORM DRAINAGE ]PROFILE VIEW-CULTIVAR STREET-WEST STORM DRAINAGE 51 NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE FEET VERTICAL SCALE FEET CNTA PROJECT #:14-167.10 SHEET 0 50 100 0 5 10 eP Nq R.Y®1fD'li'lf lT P A 1T➢TP lfl�lf'q Vlf'q'f ®`1T31��f1f'q�YT e 1TD1f lT A C°1f'q 1 lf�lf'q DESIGN N 32 DISCOVERY DRIVE � DATE: 07/17/2024 ��o oRr score NORTH C4 L C 1 PARK C4 CA DEVELOPMENT Le Le C lYll LeA�I JL PHASE�n�Ca L L/L e ll w A BOZEMAN,MT 59718 Civil Engineering * R ROMEr CULTIVAR STREET _ EAST &WEST STORM DRAINAGE PHONE(4U6>562-022, Geotechnical Engineering PLAN & PROFILE rv°.wne PE FAX(406)582-5770 ALLIED PROJECT ENGINEER: REP DRAWN BY: EVR, EJF _Alliedengineenn.com Land Surveying eIv AMMIM Fss`'E E° B®ZEM[AN,M ONTANA 9 SEI NORTH[]PARK DESIGN DESIGNED BY: RSR,BDA,ASG REVIEWED BY: RSR A °'�e.x P.°ia``9•" CULTIVAR STREET-STORM U � c J� --------- -------J I I I l \ START INV. = 4707.66 111' WIDE UTILITY l END INV. = 4707.66 iR1ry I I III \1I� I I \ \1 \ \\ EASEMENT (TYP.) EX. WATER MAIN / 10.0' WIDE / (TYP.) I UTILITY LOT ------ --- -� ----- -EASEMENT 1 MINOR SUB N0. 320 1 I i^i I I / I \ � ----- PER MINOR EXISTING SUB #320 / 20.0' WIDE I I 1 PROPOSED CURB & — _ RIGHT-OF-WAY I / m J / UTILITY STUB GUTTER (TYP.) 25 w i --- _)EASEMENT #2131522 I I I WHEAT DRIVE .0' PROPOSED TRAIL EASEMENT EASEMENT (TYP.) i / - - -'r--- aiz 12 ------ 471 - FUTURE TRAIL, SEE TRAIL PLANS -- I r �\''� � i � ��'o � � g� 4>>6 TO BE INSTALLED AS PART OF FUTURE PHASE I EXISTING UNDERGROUND UTILITIES -� _ I i FINISHED GRADE CONTOURS i I / �%� i 4j7g l -—L- ~ EX SEWER ,,'/� R300.0' MAIN (TYP.) n I 1 4719 / 30.0' EXISTING SEWER / I � /j� / � � �,�''��o � � -'' , - I I EASEMENT o '�'/i 90' WIDE PUBLIC STREET r I i I I SEE ELECTRICAL PLANS Doc. #310478 R300.0' I�'� i -� �-�'' 11 & UTILITY EASEMENT COLLECTOR PROPOSED GRADING EXTENTS Fm155, Pg4115 - ` DIVE // J STREET SECTION - SEE DETAIL A/C5.1 r- i o 721 -- --------- — ' // 4722 I / I PROPOSED DKAINAGE - EASEMENT I 0 0 0 0 ACC WIDE EXISTING-- --- ---- —�---- — ---- _ � /� 1 ACCESS & UTILITY 4723 EASEMENT l J Doc. #2522521 (WHEAT DRIVE) \ \ // C, �\ / 6.0' PEDESTRIAN SIDEWALK (TYP.) - / I / EASEMENT (TYP.) / I \ I\I 30.0' PROPOSED DRAINAGE EASEMENT NORTH ROAD EASEMENT BOUN/DARY UTILITY STUB ..h / EXISTINGWID 30.0' / I 1 10.0' PUBLIC UTILITY EASEMENT SEWER EASEMENTDOC. NOT AVAILABLE ]PLANT VIEW e WHEAT DRIVE &STORM(STA.0+00.00 e 14+00.00) 473 735 GRADE BREAK STA = 0+34.66 m ELEV = 4727.20 0 473 730 GRADE BREAK STA = 2+58.99 ¢ EL EV = 4724.49 ~ "' Y � -1.21% a 472 EXISTING GROUND w 725 m w II _ o -0.77% ¢ w 0 PROPOSED 12' A-2000 PVC UTILITY CULVERT 472 720 FINISHED GRADE CE — — 471 715 EXISTING WATER MAIN EXISTING SANITARYSEWER 471 710 470 705 prnO 0 ^ o1�oci ON aN No> M N oh ^ o Oa NN n N ro m� MO LO 0 M OS O � s N W Y aD N r r.z 10, 0^r, NnaNNr� NnaNNr� ^aNrs nar� nar� pnaOr� pnj0s �nr 6ry VnO N N -: �r 1 ar 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 0 0 0 0 o n O o o I o I I o "' + + + + + + + + + + + + + + + + + + + + + + + + + + + + +o o N N n n + PROFILE VIEW- WHEAT DRIVE &STORM(STA.0+00.00 e 14+00.00) RECORD DRAWING 51 NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE FEET VERTICAL SCALE FEET ON TAN PROJECT #14-167.1 SHEET 1 NO PAVING SECTION FOR PRV EJF 07 29 2022 0 50 100 0 5 10 eP q NORTH HI PARK RK DEVELOPMENT L®P}�/�Eq NT e PHASE H�j S 1 DESIGN 32 DISCOVERY DRIVE � DATE: 07/17/2024 oar scorn A41 6 11 JLe eT'Jl AEI d;1 BOZEMAN,MT 59718 Civil Engineering C2.1 * a.MEv * �]g--��4�'�` ID��q �°'�`��4`�'� �'�®� �� `-1 PHONE(406)582-0221 Geotechnical Engineering PLAN & PROFILE Mo.acne PE FAX(406)582-5770 ALL PROJECT ENGINEER: RSR DRAWN BY: EVR, EJF —Alliedengineenn.com Land Surveying EIv61NEEROVR Fs I"--I°ICI BOZEMANT M ONTTANA 9 ,u+�. NORTH[]PARK DESIGN DESIGNED BY: RSR,BDA,ASG REVIEWED BY: RSR A ' °'�e.xP��i°``9•o WHEAT STREET&STORM J PHASE 1 / PROPOSED CURB & h GUTTER (TYP.) I TEMPORARILY I DEPRESSED GRADING 1 I�` PHASE 2 f1 STA:15+30.24 OFF:52.951- J I cn 1 /30.7' of 15" RCP @ 1.74% I 'I START INV. = 4707.66 IJ J) l END INV. = 4707.66 1 H I END OF PHASE 1 48' COMBINATION INLET / IMPROVEMENTS 'STA:15+36.78, OFF:23.OL U I, I WHEAT DRIVE --------IL - STA: 16+35.45 TBC - kNN 4712.71 46.D' of-15" RCP - --g=WHEAT IIJRIIVE+3 o- o0 0 NOTES: 4714 48" COMBINATION INLET- -- o STA:15+36.78, OFF:23.OR ��®�D 1. PROVIDE PIPE VERTICAL CLEARANCE OF 6-IN FROM ANY SANITARY SEWER MAIN CROSSING AND 18-IN OF VERTICAL CLEARANCE FROM ANY WATER MAIN CROSSINGA MINIMUM OF L 47f2B71 >'2 -------- ��R�y}��L/'� 1-FT CLEAR COVER IS NEEDED FOR TRAFFIC RATING ON ALL STORM PIPE. -----I --- - ---------L- JL_11 �y�y I ley 2. INSTALL INSULATION ABOVE ALL SANITARY SEWER CROSSINGS, ALL UTILITY CULVERT 36.1' of 18" RCP @ 0,457 CROSSINGS, AND AT ALL LOCATIONS WHERE SEWER BURY DEPTH IS LESS THAN 5.0-FT. 1 3. INSTALL INSULATION ABOVE ALL WATER MAIN CROSSINGS, AND AT ALL LOCATIONS WHERE PEDESTRIAN RAMP SEE INTERSECTION SHEET C2.10 1 1 WATER MAIN BURY DEPTH IS LESS THAN 6.5-FT. z 48" COMB INLET W/ CONCAVE FRAME II START INV. 07.30 4. BACKFILL TYPE FOR STORM DRAIN WITHIN ROAD RIGHT-OF-WAYS TO BE TYPE A BACKFILL END INV. = 47730 & GRATE CENTERED IN VALLEY GUTTER PER MEW. PIPE BACKFILL TO BE IN ACCORDANCE WITH COB STANDARD DRAWING N0. / 02221-1. NEENAH R-3362-L OR SIMILAR APPROVED EQUAL 5. BACKFILL TYPE FOR STORM DRAIN OUTSIDE OF THE ROAD RIGHT-OF-WAYS TO BE TYPE C STA:15+72.78, OFF:25.OR / N . FLL PER MPW. PIPE BACKFILL TO BE IN ACCORDANCE WITH COB STANDARD DRAWING V /iSEE ELECTRICAL PLI NS 221.9' of 18" RCP@ 0.37% I J cn PLAN VIEW-"WHEAT DRIVE"&STORM(STA.14+00.00-16+11.78) 4730 4730 473 4725 4725 472 TSDMH 15+72.78 4711+83 HEIGHT: 3.28' P:_ 4808.49 INV IN:T3^�-(S) 4809120 INV OUT:178-349-(E) 4809.24- 4720 4720 472 STA. 15+36.78 OFF:23.00R EXISTING GROUND GRATE FLOW LINE: 4712.27 END OF WHEAT DRIVE IMPROVEMENTS TEMPORARILY DEPRESSED GRADING. SUMP:-4RI68- 4808.68 Station=16+11.78 SEE PLAN VIEW EXISTING GROUND FINISHED GRADE INV IN:T,'v^9-�4 15" 4809.44 SDMH 15+36.78 INV OUT: 18" 4809.40 ELEV = 4711.79 4715 44715 RIM:4712.27 471 - - FINISHED GRADE MH HEIGHT: 3.57' - 1 SUMP: q,S&�9 4808.68 30.65 of 15" RCP @ 1.63% 15' INV IN:4R99c5`2 (W)4809.4-4 18" INV OUT: B9-15 (N)4809.40 _ SDMH 15+36.78 4710 4710 471 ll RIM:4712.27 MH HEIGHT: 3.32 36.1' of 18" RCP @ 0.45%�� 46.00 of 15" RCP @ 0.44% 4Q QQQ GRADE BREAK STA = 16+79.28 SUMP: 4708.95 36.06 of 18 RCP @ 0.45% ELEV = 4711.01 15" INV IN:4709.70 (W) 15" INV OUT:4709.70 (E) 4705 4705 470 STA. 15+36.78 OFF:23.00L EXISTING WATER L EXISTING SEWER GRATE FLOW LINE: 471' - --- ___ MAIN CROSSING MAIN CROSSING SUMP:4708.95 _- -- -- -- INV IN:4709.70 15" - - INV OU T:4709.70 15" o 4700 4700 470 EXISTING WATER MAIN 5-12" & 1-15" PROPOSED A-2000 PVC UTILITY CULVERTS 4695 4695 469 4690 4690 469 lo 41!, MM, W)r' c!N , �O� O oh N oo " - 0 0 0 0 0 0 0 0 0 a a u� �n co co n n ro CROSS SECTION-"WHEAT DRIVE"&STORM(AT STA.15+36.78) PROFILE VIEW-"WHEAT DRIVE"&STORM(STA.14+00.00-16+11.78) 51 NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE FEET VERTICAL SCALE FEET �NTAN PROJECT #:14-167.10 SHEET 1 UTILITY CONDUIT CONFIGURATION RSR 06 16 2022 0 50 100 0 5 10 eX q NORTH PARK DEVELOPMENT - PHASE 1 DESIGN 32 DISCOVERY DRIVE C � DATE: 07/17/2024 oar scow BOZEMAN,MT 59718 Civil Engineering C2.2 * a ROMEv * ��q�'� ��4 �'�®� ��4 PHONE(406)562-0221 Geotechnical Engineering PLAN & PROFILE Mo.acne PE FAX(406)582-5770 ALLIED PROJECT ENGINEER: RSR DRAWN BY: EVR, EJF www.allieden9ineenn.com Land Surveying ENGINEERING Ss'CENSE�� BOZEMANI MONTANA 9 NORTH PARK DESIGN DESIGNED BY: RSR,BDA,ASG REVIEWED BY: RSR A ' °'e.xP�i°``9•o WHEAT STREET e�STORM START INV. -4707.53 II till END INV. = 4707.53 ��( I EXISTING FSRUCTURE I E STINGI 1 I I N I I ` I I I 11 1 \ I NG 2' CENTER TO CENTER 12EXTEND 04'' BEYON0 PVC D ESIDEW AK0(TOYP.) START INV. 4708.23 EXISTING GRAVEL PAD II a I I I ( 1 I I + I I I I I I30.�' WIDE PR I 48" COMBINATION INLET END INV. - 470823 \ STUB & CAP 18" A-2000 STORM 1 1 1 I STA:11+13.74 OFF:16.SL \ STORM DRAIN EASEMENT I �� @ 1.84% BEYOND UTILITY CULVERTS 1AN CK OF I I I / 1 TBC .� FOR PHASE 2 CONNECTION. 1 I I ` 4712.97 MARK WITH PURPLE STEEL POST. �j 5 T I I I BR 48" COMBINATION INLET EXISTING STRUCTURE I R® I r I 33.0' of 18" A-2000 STORM @ 0.31% \ STA:11+43-11 OFF-16.5L- I I EXISTING CURB I I_ I I 11 I I J �I J �+ POTENTIAL FUTURE APPROACH �I IC I PROPOSED UTILITY I 6STA:i10+{33.80S OFF+6.5L PER COB STD DETAIL 02529-12 I � I I 1 PROPOSED ASPHALT MILLING / I ( ) FOR PAVING OVERLAP. 60.0' WIDE PUBLIC STREET 48" A:6+ 5. SD COVER / l I STUB EASEMENT TYP. ® 48" COMBINATION INLETi_ SEE DETAIL 1/C5.4 & UTILITY EASEMENT STA:6+05.23 OFF:6.6E I A STREET SECTION - SEE DETAIL /C5.1 / ,� STi:8+i0.11 TOFF:16.5E l I I I I _ 168 0o AD1�oo u 1 I I 4713 a o o. THIS PORTION OF CULTIVAR STREET WILL BIE47�_51 \ OF A SEPARATE PHASE OF WORK. SEE C1.2 FOR STA-. 0+83.58 OFF: .99E v ,ADDITIONAL INFORMATION RELATED_ TO PHASI o INV. IN = 4 0.75 �� k�o" R150.0 J 4T�r J�, / 0 1 0 48 COMBINATION INLET J n -�--�-�� -� _ -F__C�JE�'p�7 w 1� n,I o - TBC STA:11+13.74 OFF:16.5R 1 o 4"13i�oo �- o0 o^`y o ilTREE�, o �N `v�q^. `� 4712.97 \ START INV. = 4707.3011 707.30 f c+� �'�-6cpli CULVER 0 1 o O �` END INV. = 4707.301 II LENGTH = 116:0- / ---�;+ -- - 7 AN PROPOSED POND NUMBER 1 --- -�--- INLET INFRASTRUCTURE - SEE W� 4727 r -- I I \ i / 1 START INV. = 25.74 1I I I I SHEET C1.5 o < --�-�- EXISTING (� END INV. = 4725.74 I 1 I N fV.o I o o�� `� R184.0' ELECTRICAL BOX g" DI CROSS, MJ '� 60.0' WIDE PUBLIC STREET io SEE TO BE RELOCATED STA. 5+76.88 ,�, J PROPOSED DETENTION POND ✓ •� 1 & UTILITY EASEMENT 1� ELECTRICAL STREET SECTION - SEE DETAIL B/C5.1 I � (GRADING EXTENTS) �a NT STUB & CAP 15" A-2000 STORM I PLANS ICIPATED AREA TO BE / @ 1.72% BEYOND UTILITY CULVERTS PROPOSED DETENTION P14ASE 2 �o ADDED TO EXISTING 60' � I 1 FOR PHASE 2 CONNECTION. OLRIDE T STING�,WIDE PUBLIC ROAD MARK WITH PURPLE STEEL POST. ® I I 10.0' WIDE PUBLIC UTILITY EASEMENT TYP. 1 POND EASEMENT � YELLOWSTONE EASEMENT (13,278 SO. FT.) I � EXISTING GAS LINE. ( )I I I VERIFY PRIOR TO I PIPELINE 1� \o EXISTING GAS LINE. CONSTRUCTION t EASEMENT � � VERIFY PRIOR TO PER Bk114 Pg122 \' \ CONSTRUCTION 4I �� 40.0' WIDE EXISTING STA. 0+84.74 OFF: 56.99R I �\ UTILITY EASEMENT INV., OUT = 47zs.ss Bk10,, Pg444 PLANT VI AR STREET&STORM(STA.0+00.00-14-+50.00) II II II I I' I \ I / /I - - J T ' ' THIS PORTION OF CULTIVAR STREET EXCLUDED FROM PHASE 1. HIGH PT STA: 5+89.19 SEE SHEET C1.2 FOR PHASING HIGH PT ELEV: 4730.41 PVI STA:7+26.81 474 "'I ELEV:4729 34 LU IA: 11+16. 7<. GRADE BREAK STA = 3+08.85 K:53.24 LOW PT ELEV: 4713. 6 HIGH PT EL V: 4713.56 GRADE BREAK STA = 0+44.13 ELEV = 4732+59 LVC:275.00 PVI S TA:10+12.61 PVI STA: 2+49.09 ELEV = 4734.90 PVI E EV:4712.35 PVI ELEV 4713.84 rn� n EXISTING GROUND m o rn K:38+04 K:5.28 N L :250.00 LVC:1 0.00 7 \ -0.87% u+i� + Nh Nv oa o� FINISHED GRADE AT CL \ w STUB & CAP PIPE BEYOND UTILITY CONDUITS TO NORTH w n of r-�"> O1`' rn N - _p 8% >> & SOUTH OF SDMH FOR PHASE 2 CONNECTIONS. 0 j C F, +� +� +a SEE PLAN VIEW FOR PIPE SIZES AND GRADES. w w m 473 _ rn 730 24" RCP m w ri N " STA. 11+13.74 OFF:16.50R _ 725 \ GRATE FLOW LINE: 4712+54 II SUMP: 4707.51 RE ®R EXISTING GAS LINE - VERIFY INV IN: 1-3218"4708.43 < PRIOR TO CONSTRUCTION \ INV OUT:!;�9oTt 18"4708.25 Y N 472 �� /� \ STA. 11+13.74 OFF:16.50L w 720 \� 1.5' 795. of ig^ GRATE FLOW LINE: 4712.54 of A' 000 STORM @ 136% -5.94% SUMP:+?B6G 4707.69 m II END OF WHEAT SDMH 6+05.23 INV IN:#�86.41 18"4708.39 0 DRIVE IMPROVEMENTS a Station=13+4250 RIM:4730.19 1:5' \ INV OUT:�,88:4�18"4708.50 w ELEV= 471224 471 MH HEIGHT: 11.64' 715 SUMP: 4718+55 NOTES: 18" INV IN:4719.50 (S) of/8'• \ 24" A-2000 STORM 0.63% 1. PROVIDE PIPE VERTICAL CLEARANCE OF 6-IN FROM ANY SANITARY SEWER MAIN CROSSING 15" INV IN:4719.50 (N) STA. 8+00.11 OFF:16.50E 18" INV OUT:d�-19c38 (W) GRATE FLOW LINE: 4724.07 p S? - -1.71% AND 18-IN OF VERTICAL CLEARANCE FROM ANY WATER MAIN CROSSING.A MINIMUM OF 4719.29 SUMP: 4715.76 ORM 471 - 1-FT CLEAR COVER IS NEEDED FOR TRAFFIC RATING ON ALL STORM PIPE. 710 2. INSTALL INSULATION ABOVE ALL SANITARY SEWER CROSSINGS, ALL UTILITY CULVERT CROSSING PLAN 'VIEW P40TES FOR STORM j INV IN:4716.70 18" 86 2 .9' of 18" RCP @ 0.3 A,,,,, CROSSINGS, AND AT ALL LOCATIONS WHERE SEWER BURY DEPTH IS LESS THAN 5.0-FT. SEE � r INV OU T:4FiS.58 18 IVYWYNYNYLYI 3. INSTALL INSULATION ABOVE ALL WATER MAIN CROSSINGS, AND AT ALL LOCATIONS WHERE � 4716.54 SDMH 11+43.11 - WATER MAIN BURY DEPTH IS LESS THAN 6.5-FT. RIM:4712.68 4. BACKFILL TYPE FOR STORM DRAIN WITHIN ROAD RIGHT-OF-WAYS TO BE TYPE A BACKFILL MIT HEIGHT: 4.93' 8" DI CROSS, MJ SUMP: -4�6�-7fr 4707.67 470 - PER MPW. PIPE BACKFILL TO BE IN ACCORDANCE WITH COB STANDARD DRAWING NO. SDMH 10+33.80 705 02221-1 STA. 5+76.88- RIM:4713.71 18" INV IN:i�B8-58 (W)4708.48 5. BACKFILL TYPE FOR STORM DRAIN OUTSIDE OF THE ROAD RIGHT-OF-WAYS TO BE TYPE C MIT HEIGHT: 9.43' 18" INV OUT: BSc59(E)_4708.45 BACKFILL PER MPW. PIPE BACKFILL TO BE IN ACCORDANCE WITH COB STANDARD DRAWING SUMP: 4704.28 ic N0. 02221-1. 18" INV IN:4565+55 (E)4705.43 5-12" & 1-1 5" 24" INV OUT: E(N)4705.07 84.9' of 18" A-2000 STORM @ 3.82% 29.4' of 18" A-2000 STORM @ 0.34% PROPOSED A-2000 PVC 470 UTILITY CULVERTS 700 n n a0 O O CC O M O O O a0 fp O O N N CO 10 00 u'1 �oJ µa �O �ifl O� w^ NM �O �N ^� MM �cp �C ^I� wco 00 Of �O ^oJ Oco Of NN Sul 7� 00 W c0 N Ol a M M M M M M N •N N MM NM NM M r'l M Or7 OM O1N CON NN 7N cVN Oi� f0� 7� Nj� Nl� Nip NIA Nip CVO N � C•l� M M M M Mn M M M M Mr M M N N N N N r r r r r r r r r r n r r n r r r r r n r n n n n n n r r� n� n� r� r� ra r� ra ra ra r� r� r� 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 0 - o + + + + + + + + + + + + + + + + O O � � N N M M C C u] u] c0 c0 I� r W PROFILE VIEW e CULTIVAR STREET&STORM(STA.0+00.00-14+50.001 NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE FEET VERTICAL SCALE FEET gN PROJECT #:14-167.1 CNT 0 SHEET 1 UTILITY CONDUIT CONFIGURATION RSR 06 16 2022 0 50 100 0 5 10 e� q NORTH PARK DEVELOPMENT - PHASE I DESIGN 32 DISCOVERY DRIVE � DATE: 07/17/2024 oar scow CULTIVAR 7 �y BOZEMAN,MT 59718 Civil Engineering C2.3 * a ROMEv * S,_J��1Y�� °'�°��q'�'�' �°'�`®� ��-!' PHONE(406)582-0221 Gectechnical Engineering PLAN & PROFILE N°.acne PE FAX(406)582-5770 ALL PROJECT ENGINEER: RSR DRAWN BY: EVR, EJF q` -allieden ineering.com Land Surveying ENGInmNNe F`Ss`/'°E"�`°�I BOZEMANT M®NTTANA 9 sExvrca:s,rnc. NORTH[PARR DESIGN DESIGNED BY: RSR,BDA,ASG REVIEWED BY: RSR A 9 °'�e.xP�°i°`9�y" CULTIVAR STREET&STORM INV. = 4707.53 I START-INV. = 4708.23 END INVi - 4708.23 / I/NORTH PARK TRAIL SEE PLAN SET I r 1 y SEE ELECTRICAL PLANS �, `/ � UTILITY STUB EASEMENT (TYP.) TRAIL/ / / i / / / l N 12" A-2000 PVC PIPES — 68.0' LONG —),J•�4714 \ ) 1 a • -------J 2' CENTER TO CENTER — EXTEND 4' BEYOND SIDEWALK (TYP.) PROPOSED 96' DIAMETER CUL—DE—SAC TURN—AROUND --------------------- /J o / _ I I, 471.4 z/S � � / / / F— 7 7 cn`CIULTIVAR o, 4715 a�\3 0o a o 00 STRET oO o v I --- R48.0'- — --�-�� ------------------- — 10.0' WIDE PUBLIC o C� UTILITY EASEMENT 2T INV. = 4707.301 ID INV. = 4707.30 'cat cV ,� / \ 60.0 WIDE PUBLIC STREET / I I o o 0 0 (7� U 4712 / \ UTILITY EASEMENT / I I I I I I I / STREET SECTION — SEE DETAIL B/C5.1 cn I I I / \ PLAIN VIEW-CULTIVAR STREET&STORM(STA. 14+50.00-18+50M) HIGH PT STA: 17+50.44 HIGH PT ELEV: 4715.34 PVI STA:18+36.31 PVI ELEV:4716.06 K:57.00 LVC:250.00 17 na N N N 472 + NOTES: a FINISHED GRADE AT CE f w 1. PROVIDE PIPE VERTICAL CLEARANCE OF 6—IN FROM ANY SANITARY SEWER MAIN CROSSING N> 00 AND 18—IN OF VERTICAL CLEARANCE FROM ANY WATER MAIN CROSSING. A MINIMUM OF j m j w 1—FT CLEAR COVER IS NEEDED FOR TRAFFIC RATING ON ALL STORM PIPE. 471 2. INSTALL INSULATION ABOVE ALL SANITARY SEWER CROSSINGS, ALL UTILITY CULVERT CROSSINGS, AND AT ALL LOCATIONS WHERE SEWER BURY DEPTH IS LESS THAN 5.0—FT. 3. INSTALL INSULATION ABOVE ALL WATER MAIN CROSSINGS, AND AT ALL LOCATIONS WHERE — \ WATER MAIN BURY DEPTH IS LESS THAN 6.5—FT. \ 4. BACKFILL TYPE FOR STORM DRAIN WITHIN ROAD RIGHT—OF—WAYS TO BE TYPE A BACKFILL EXISTING GROUND PER MPW. PIPE BACKFILL TO BE IN ACCORDANCE WITH COB STANDARD DRAWING NO. 471 02221-1. 9 5. BACKFILL TYPE FOR STORM DRAIN OUTSIDE OF THE ROAD RIGHT—OF—WAYS TO BE TYPE C PROPOSED SEWER MAIN BACKFILL PER MPW. PIPE BACKFILL TO BE IN ACCORDANCE WITH COB STANDARD DRAWING \ NO. 02221-1. 470 PROPOSED WATER MAIN 470 RECORD 469 DRAWIN/f� END OF PROPOSED CULTIVAR ST \� IMPROVEMENTS (STA 19+00,00) - 469 468 ci"' Ni"? ri`? 6 a vi`r' vi"' vir' a r1 o0 000 a a a a a a a a a a a a a 0 0 0 0 0 0 0 0 0 0 0 0 0 + + + + + + + + + + + + + o o - PROFILE VIEW-CU]LTIVAR STREET&STORM (STA.14+50.00-I8+50.00) NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE FEET VERTICAL SCALE FEET CNTq PROJECT #:14-167.10 SHEET 0 50 100 0 5 10 eP Nq R.Y®lf9'If'lf lT 'f71A TP DEVELOPMENT t'�T'q V 'f OP �flfq R�YT — PHASE A S 1 DESIGN 32 DISCOVERY DRIVE � DATE: 07/17/2024 ��o� oRr emn NORTH JL C 1 PARK CA IJ Le Le Le C A�LJLeA� JL C C 1G71 Le L i r a BOZEMAN,MT 59718 Civil Engineering * rv-El Cg�LTIVAR STREET & STORM DRAINAGE PHONE(406)582-0221 Geotechnical Engineering PLAN & PROFILE rvo.acne ae FAX(406)582-5770 ALLIED PROJECT ENGINEER: RSR DRAWN BY: EVR, EJF —alliedengineenn m Land Surveying EIv61NEERINR Ss'CENSE�� EOZEMA� MONTANA 9 leTORTII PARK DESIGN DESIGNED BY: RSR,BDA,ASG REVIEWED BY: RSR A ➢ °�e,saP�oia``9•�o CIULTIVAR STREET&STORM sj? EXISTINGI / r `S SEWER 1 MAIN NN �yv RECORDD I I I �� STA: 1+49.87� EXISTING \ I I I OFFSET: 24.00L WATER MAIN I STA: 1+49.87 TBC = 4725.41 `* OFFSET: 24.00R I ^N. TBC = 4725.40 , I � 1 g>�o ry6o p1 6' CONCRETE SIDEWALK - -4725- I ?sS a I Nti6� I I I I / I I -4726- \ 1 00 � j I I I \ I I I I I 2 I I I I 476.5 Q\ p^rye BAD RADIUS POINT IUS POINT / STA: 0+74.61 SEE ELECTRIC ` STA: 0+74.87 OFFSET: 54.00L PLANS N I ry STA: 0+74.87 OFFSET: 54.00R I N OFFSET: 24.00R ` \ I I TBC = 4726+99 -o�z% -o_a% I I 11 I � / BEGIN SIDEWALK TRANSITION STA: 0+74.61 I `z� - / TO MATCH EXISTING SIDEWALK I 2�y OFFSET: 24.00E s i STA: 0+50.17 I TBC - 4727.13 NORTH BOUNDARY OF ROAD EASEMENT OFFSET: 181.11RX © \ EOC = 4728.96 \ II \ 5' SIDEWALK AND CURB & GUTTER CONSTRUCTION ALONG EXISTING '4727 4727.32 I 1 4727+18 MANDEVILLE LANE. PROPOSED CURB & GUTTER TO HAVE MINIMUM OF EXISTING COORDINATE RELOCATION PEDESTAL \ �. APPROXIMATE LOCATION OF EXISTING OVERHEAD 0.5% GRADE (SLOPING DOWN TO THE WEST) WITHOUT LOW POINTS. U NYNECESSARY STA: 0+54.24 _ ?, -PEDESTRIAN RAMP_ _ __ POWER POLE WITH "NO OUTLET" SIGN TO REMAIN.-- -t3�-o p.gy e STA: 0+51.96 ------- ---------- ______________________ --VERIFY BEFORE CONSTRUCTION. COORDINATE WITH TES-OFFSET: 37.99L, _ -1.5% TEL -E. - - - -- - _ --� ------- --------- POWER COMPANY IF NECESSARY EOC = 4727.1 TEL-4>_ O`E e rEE ,IiEE �i -32° R30.0' OCS= 472 007- _ \ STA: �- 0+44.60 R30.0' � �6° 4 �/ 4727.0-� � -7.e� R25.0' 'i. OFFSET: 53.94E �% h �3i 131 -TBC = 4727.88 I. ' -1 r31 r31 3i r31 r i dHO-d dHo dH0 H -dH0 131dH0 dH0 dH0 dH0 "'dHU y dH0 '-dH0 dHo dH0 dH0 d d d dFG-- ° -STA: 0+49.87 - �31 T31- - -- 31 L - --- - dHO-r dHO I / �31- STA: 0+54.24-_ -56% OFFSET: 54.06R 1 ,473 131- EX. EDGE OF- PEDESTRIAN RAMPS E31- a1 r 13 OFFSET: 38.00R EOC = 4727+85 80 GRAVEL SHOULDER 3 �31 r r3128$-�31- r31 r31-- - i31 - - - END OF CURB & GUTTER IMPROVEMENTS �, EOC - 4727.18- - - - g) ' PEDESTRIAN RAMP 4727-5 0 0 o <'� 410. TRANSITION NEW ASPHALT TO EXISTING - - STA: 0+38.48 c c c c - c �- m c -c - c _ c c c _ - _ c _ _ c c - �_ c _ _c _ c G_ c OFFSET: 74.93E TRANSITION TO DROP CATCH EXTEND SAW CU� EX. EDGE OF PAVEMENT MATCH EXISTING CURB ELEVATION. SAW CUT EXISTING PAVEMENT I / FOR CONNECTION OF WHEAT CURB ALONG SIDEWALK RAMP STA: 0+44.87 A MINIMUM OF 2-FT SAW CUT EXISTING PAVEMENT AND SLOPE NEW PAVEMENT APPROXIMATE LOCATION OF POWER POLE. VERIFY MATCH EXISTING SIDEWALK OFFSET: 54.07R FROM EXISTING L LOCATION PRIOR TO CONSTRUCTION. COORDINATE DRIVE TO MANDEVILLE LANE I .S AT 3%DOWN TO NEW CURB & GUTTER. GRADE MAY VARY ELEVATION AND WIDTH �4728 j w TBC = 4727.75 EDGE OF ASPHALT BETWEEN 1%MIN. AND 4%MAX SLOPE DOWN TO CURB. WITH POWER COMPANY IF NECESSARY. / -- - - i- - - - - -o- - -------------�T-----------� _ cn/ LIKELY UNDERGROUND GAS LINE. CONTRACTOR o MANDEVILLE LANEo --� TO VERIFY AND REQUEST UTILITY LOCATE+ o oo� � EXISTING MANDEVILLE LANE CENTER LINE ALIGNMENT / 21 I EX. VALLEY GUTTER 4j? g�2 EX. CURB & GUTTER @� 9 - - - - - - - - - - - - - - ---- - ---- ------ b -Goo ----- ----- ------- --- _ -----�------ \ 4728 \ / / EX. SIDEWALK NO. REVISIONS DRAWN BY DATE 0 10 20 30 NORTH �[]� �? �? }�/( }�7 �? �( �? }�� PROJECT g:14-167.10 �pNTA yq A�(®C��JC7L PARK Ce�DEVELOPMENT _ PHASE CeSIGAV SHEET 32 DISCOVERY DRIVE DATE: 07/17/2024 BOZEMAN,MT 59718 Civil Engineering SCALE (FEET) * re°R Er INTERSECTION - WHEAT DR. & MANDEVILLE LN. PHONE(408)582-0221 Geotechnical Engineering INTERSECTION GRADING ��v� FAX(406)582-5770 ALLIED PROJECT ENGINEER: RSR DRAWN BY: EVR, EJF Ho.<0"6 PE = -alliedengineering.wm Land Surveying EMINEENIN6 F ,E=Eo�� BOZEMAN 1 ONTANA NORTH PARK DESIGN DESIGNED BY: RSR,BDA,ASG REVIEWED BY: RSR A 9 °%......ode°�'��o WHEAT&MANDEVILLE END OF UTILITY CULVERT RADIUS POINT( STA: 16+21.78 STA: 16+21.78 STA: 16+21.78 4712 L STA: 16+21.78 _ _ALIGNMENT=WHEAT DRIVE OFFSET: 24.00L 1 OFFSET: 22.00R OFFSET:- 24.00R RADIUS POINT STA: 16+21.78 OFFSET: 22.00E STATION-16+13.660 _ ' OFFSET: 49.00L_ TBC = 4711.72 EDP = 4711.34 EOP = 4711.34 TBC 4711.72 STA: 16+21.78 OFFSET=49.09L - OFFSET: 49.00R \ NORTHING='34174.3 \ --- EASTING=1572238+85 \ \ END OF UTILITY CULVERT -----------------\ ALIGNMENT=CULTIVAR STREET END OF UTILITY CULVERT \ ------ STATION=14+36.88 ALIGNMENT-WHEAT DRIVE \ OFFSET=34.00R STATION-16+13.69 NORTHING=534173.93 OFFSET-49.00R _ EASTING=1572238.45 A NORTHING-534173.10 EASTING-1572336.93 R25.0' II = -3.4% 4711+99 I se 1 4712.04 -ss% _3,.% 4711.65 4711.99 STA: 16+04.81 4711+90 -3.1% OFFSET: 28.00L STA: 16+04.81 47I - -ts% EOC 4711.60 ( OFFSET: 28.00R I 4712.04 ,1 EOC = 4711.63 STA: 14+36.40 n %� R25:0' -i.s% / -- OFFSET: 17.50R TBC = 4712.31 16 1 00 PED. RAMP RED. RAMP STA: 14+36.40 STA: 13+38.40 STA: 13+38.40 OFFSET: 15.50R �'s9 ?s° OFFSET: 17.50R OFFSET: 15.50R EOP liV TBC EOP = 4712.00 - 4711.93 = 4712.37 SEE ELECTRICAL PLANS V PROPOSED WATER MAIN CONCRETE I VALLEY GUTTER I I 11 j PROPOSED SEWER MAIN ry STA: 13+65.40 = 4711.84 STA: 14+09.40 - 6.0' 4711.84 STA: 13+87.40 N CULTIVAR STREET CL = .� CONCRETE - 4712.17 VALLEY \ i GUTTER o� I STA: 13+38.40 H q, OFFSET: 17.50L 1 ,� \TBC - 4712.84 =t.gy PROPOSED STORM DRAIN \ OFFSET: 15.50L TRANSITION FROM y EDP = 4712.40 CATC STA: 14+36.40 H TO SPILL STA: 13+38.40/ ACROSS PED RAMP TRANSITION FROM OFFSET: 15.50L CATCH TO SPILL ,29g° EOP 4712.46 I ACROSS RED RAMP STA: 14+36.40 \ OFFSET: 17.50E a - _�, - , TBC = 4712:77 RED. RAMP TBC GRADE BREAK 139 -0.6. - (LOW POIN O T) TBC.GRADE BREAK FED. RAMP n I 4712.28 EXISTING SEWER MAIN (LOW POINT) n \ \I� 4712.30 4712.50 STA: 15+53.75 PROPOSED FIRE HYDRANT STA: 15+53.75 (OFFSET: 28.00R 4712.59 0l -2.37 OFFSET: 28.00L EOC = 4712.22 4712.63 - = �I 4712.54 EOC 4712.24 4712.59 R25.0 4712.63 -4.37 R25.0 1 4712.50 -2.07 4712.54 � ti Pl I ''ll o END OF UTILITY CULVERT \ TBC 5.0' TRANS .� R ALIGNMENT=CULTIVAR STREET FROM CATCH TO SPILL s I STATION=1 4+36.85 �,I 1 j �g' TBC 5.0' TRANS OFFSET=34.08L FROM CATCH TO SPILL NORTHING=534105.85 V EASTING=1572237.62 - --- Z��, : 15+36.78 STA: 15+36.78 OFFSET: 24.00E OFFSET: 22.00E \ TBC = 4712.71 EDP = 4712.33 I L I - z RADIUS POINT RADIUS POINT STA: 15+36.78 STA: 15+36.78 OFFSET: 49.00R OFFSET: 49.00L� I STA: 15+36.78 N STA: 15+2.'COP RECORD ECOR \ \ I EXISTING WATER MAIN OFFSET: 22.00R OFFSET: 24.00R I JL fJ TBC 4712.71 \EOP = 4712.33 I DRAWING ` g I N0. REVISIONS DRAWN BY DATE 0 5 10 15 PROJECT #:14-167.10 �pNTA yq NORTH PARKDEVELOPMENT _ PHASE ll Le��GA m SHEET 32 DISCOVERY DRIVE DATE: 07ON GRAD( BOZEMAN,MT 59718 Civil Engineering l� SCALE (FEET) * aoR EYRY E INTERSECTION - WHEAT DRIVE & CULTIVAR ST PHONE(406)582-0221 Geotechnical Engineering INTERSECTION GRADING ��a� FAX(406)582-5770 ALLIED PROJECT ENGINEER: RSR DRAWN BY: EVR, EJF Ho.<0"6 PE = _.alliedengineering.wm Land Surveying ENGINEERING F�;-E BOZEMAN I�ONTANA NORTH PARK oEsdcN DESIGNED BY: RSR,BDA,ASG REVIEWED BY: RSR A 9 °'�e.:ea„�°°y9•�o WHEAT&CULTIVAR I�lz IV END OF UTILITY CULVERT \ ..Or-UTILITY i� �C VERT ------------------------ALIGNMENT=CULTIVAR STREET END STATION=6+55.75 ALIGNMENT=CULTIVAR STREET O g12 OFFSET=34.40R STATION=5+87.72 N NORTHING=534239.49 M OFFSET=34.40R ------- �� 'OR EASTING=1573012.96 STA: 7+95.11 _ NORTHING=534237.95 e e s 6 OFFSET: 17.50L 8 00 NORTINNG 534237.9 73080.97 DRAWINLj'a TBC = 4729.54 \ STA: 7+95.08 o OFFSET: 17.50R TBC = 4730-.00 _ RADIUS POINT STA: 5+89.59 RADIUS POINT OFFSET: 32.SOR� STA: 6+54.59 \ OFFSET: 32.50R 4729.63 4/29.56 I RED. RAMP SEE ELECTRICAL PLANS 1.21 I6 - 0% \ 4729\.98 4730.19 -- - - - - - - - - \ \ I N \ 472955 I \ -1. % 1 .y9� \ 4730.05\ \ 4729.60 R15.0' �iG \ STA: 6+54.59 v OFFSET: 17.50R 4730.13 TBC 4729.64 \\ � �° \ \ RED. RAMP PROPOSED FIRE HYDRANT \ = ---, \ -2 TBC GRADE BREAK \ I Q \ 471GH 29.65POINT) \ RED. RAMP R15.0' _ STA: 7+78.09 -0.s° \ I CE = 4729.82 STA: 5+89.59 V OFFSET: 17.50R \ TBC = 4730.55 W / PROPOSED WATER MAIN \ N \ / I J \ PROPOSED SEWER MAIN STA: 5+8 9.19 CE = 4730.41.41 CULTIVAR STREET \ \ I I \ \ + - o o \ ( STA: 7+62.59 CE = 4730.05 PROPOSED STORM DRAIN STA: 5+89.56 STA: 6+54.56 OFFSET: 15.50L \ OFFSET: 15.50E EDP = 4730.17 \ EOP = 4729.27 I STA: 5+89.57 TRANSITION FROM OFFSET: 17.50L CATCH TO SPILL \ TBC = 4730.55 \ _3 y, \ ACROSS RED RAMP NL,0 STA: 6+54.56 OFFSET: 17.50L I 6.0' CONCRETE TBC - 4729.134 c STA: 6+41.60 c c VALLEY GUTTER c c -.So p -0.5% OFFSET: 21.50L STA: 6+02.53 '.9 c c .s° EOC = 4729.47 OFFSET: 21.50L c c ^rye pry EOC = 4730+13 c c a 4729.65 I \ O \'o _ c c _ c R15.0" �� -0.6% 0- / RED. RAMPS 4729.62 -10% ^ -1.7. 4730.42 4730.45 \ -0.6% RED. RAMP \ Z -� 4729.72 7I R15:0' \ \ ® V 4730-a.o%.45 1�-.5% RADIUS / ADIUS POINT s 4729.69 N > TRANSITION FROM / ?i I CATCH TO SPILL STA: 6+54.56 OFFSET: 32.50L \ STA: 7+30.08 o RADIUS POINT / STA: 7+30.11 - - OFFSET:-17.50L OFFSET: 311,47 STA: T. 3, 6 TBC = 4730.01 \ TBC 4730.47 OFFSET: 32:SOL ----------------------------------------� I I II � NO. REVISIONS DRAWN BY DATE 0 5 10 15 PROJECT g:14-167.10 �pNTANq l�TOR TH ]HA]f K D EV E�,OPMENT - PHASE I DESIGN SHEET 32 DISCOVERY DRIVE DATE: 07/17/2024 �7 BOZEMAN,MT 59718 Civil Engineering 7 SCALE (FEET) * reo-EY� INTERSECTION ECTION - (CULTIVAR ST & FLORA LAB PHONE(406)582-0221 Geotechnical Engineering INTERSECTION GRADING ��v/ Ho.4077 6 PE FAX(406)582-5770 ALLIED PROJECT ENGINEER: RSR DRAWN BY: EVR, EJF = -Alliedengineering.wm Land Surveying ENGINEERING �Ss'°E" BOZEMAN9 MONTANA amxncs%H NORTH]PARK DESIGN DESIGNED BY: RSR,BDA,ASG REVIEWED BY: RSR A 'i....a,o�e°y9•�o CULTIVAR&FLORA �< 40FT RADIUS POINT p STA: 0+92.92 PC TRANSITION TO MATCH aj STA: 0+53.27 EXISTING AS-NEEDED M a \ OFFSET: 78.OSR � n M OFFSET: 72.81R q' v EOG 4734.92 9 �p / STATE LAND oq _ h1 �X N� PROPERTY BOUNDARY ry EXTEND SAW CUT / I \ \ STA. 0+84.74 OFF: 56.99R ,5. I A MINIMUM OF 2-FT I \X CULTIVAR STREET EXISTING ABANDONED UNDERGROUND GAS LINE. / I h FROM EXISTING �I / / a� I ' \\ CONTRACTOR SHALL VERIFY ABANDONMENT / � I �0 INV. OUT = 4729.58 g EDGE OF ASPHALT \\ PRIOR TO CONSTRUCTION. - // •� 'h� o - s% \ EXISTING POWER POLE //✓/ k^ O r`�i I / a AND GUY WIRES, \ 4731.5 \\ NOT TO BE DISTURBED \ p1� a / p ) \\ / -730.5 EOG COMPOUND CURVE PT. a'� q.7-32•D - STA: 0+73.53 N1� R40.0 PROPOSED EOP \ OFFSET: 43.06R� I EXISTING EOP I IIII r[\\I 25 EXISTING UNDERGROUND HIGH PRESSUREI PETROLEUM PIPELINE a \ 5' WIDE CONCRETE SIDEWALK SIDEWALK \� \ '� R160.0 R150' \ OFF 29.50'R _ _ \ a EXTEND EX. 12" CMP CULVERT III 20-FT TO THE NORTH, REUSE III / \ \ PC PT \ \ p�q \ r \ EX. FETS, MAINTAIN EX. \III STA 2+14.49 < " GRADE AND ALIGNMENT STA: 2+67.70 \ STA: 1+51.10 2' WIDE GRAVEL SHOULDER / \ OFFSET: 23.00R OFFSET: 23.00R \ \ a 'O \ OFFSET: 19,OOR \ 11' or \ TBC = 4733.00 \\ TBC = 4733.6fi TBC - 4734.39 8 \ I I I yM^. I \1 \ < 2-FT TRANSITION FROM FULL JI,\ p v EXISTING ROAD STRIPING oq I III \ sy \ HEIGHT CURB TO LAYDOWN CURB \ 124" RCP CULVERT w/ LETS @ 1.019 M I I 4" WIDE WHITE PAINT \ \ \\ \\ -09q LENGTH = 116.0-FT \^ c \ END OF CULTIVAR ST. IMPROVEMENTS T I °r III z _1 (LENGTH DOESN'T INCLUDE PETS) a 1 / III � n STA:0+44.16 �z- L % \ \ I OFF:0.00' ° CULTIVAR STREET -I 7t 0 \\ \\ STATE LAND loI \ PROPERTY BOUNDARY I _p,9% \\ SAWCUT N,.7TH ,�Q 1 -p.9%\ s5 \ �� a� \\ 3 / I \ EXISTING PAVEMENT O�2 III \ �c c \ I I \� I �r�0 CMP CULVERT °o a III \\ 6 \ \ I (2) 3" SCHEDULE VI �2� EXISTING 12"�.HI h \ /o> \ �� \ 80 CONDUITS FOR ,o yq, EXISTING EOP o ro PC. ��, \\ en I -os% FUTURE SIGNAL I �3 III / \ STA: 2+44.77 c / \ OFFSET: 24.23L 2-FT TRANSITION FROM FULL I PT 4732.5 --_ _'--- \\ TBC = 47,53.22 HEIGHT CURB TO LAYDOWN CURB STA:1+22.73 ---i --- --_ i OFF:24.00'L 2 WIDE GRAVEL SHOULDER c / \ -1.2 - PROPOSED EOP I , EXTEND SAW CUT AI R150' \\ c END OF SIDEWALK MINIMUM OF 2-FT STA:1+41.33 / I I FROM EXISTING \ - OFF:32.50'L \ R55.0 \ J EDGE OF ASPHALT I \\ r SEE DETAIL 1/C5.4 (� / PT � � \ c k kh A 3 3 STA: 3+08.84 OFFSET: 17.50E I TBC = 4732.50 / \ 0�4734 (~ EXISTING / \\ 4733,5 EOP \ ' 5' WIDE CONCRETE SIDEWALK EOG COMPOUND CURVE PT. -STA: 3,1 0 RAJ I II \ - 4733, OFFSET:: 39.18E `�S ' / \\ \c a- \\ I R97,0 5' WIDE 2" DEPTH ASPHAI 11 MILL TO \ \ACCESS NOTE: THE INSIDE EDGE OF EXISTING WHITE J \ \ RECORD \\ \ I \y SHOULDER STRIPING, SEE DETAIL 1/C 5.4 1. ACCESS TO RED WING DRIVE FROM THE INTERSECTION OF NORTH 7TH �� j� �� 60.0' WIDE PUBLIC ROAD EASEMENT c \Q � Z . 0+83.58TI VA OFF STREET AND CULTIVAR TO BE MAINTAINED UNTIL PERMANENT FUTURE UTILITY DRAWING - ACCESS TO CELL TOWER AND NWE GATE STATION ARE IN PLACE. �/ PER GORDON MANDEVILLE INV. IN = 4730.75 / \ STATE SCHOOL SECTION SUBDIVISION ROAD SECTION NOTE: \\ c \\ REMOVE EXISTING PAVEMENT APPROACH o \\ RE-GRADE DITCH BOTTOM TO MATCH" TO REDWING DRIVE AND RE-GRADE TO 1. ROAD SECTION WITHIN MDT ROW TO HAVE 6" (THREE 2" LIFTS) _\\ PROPOSED CULVERT INVERT. MAINTAIN \ \ MATCH EXISTING GRAVEL ROAD. OF ASPHALT CONCRETE PAVEMENT, 95%MINIMUM COMPACTION. �I c POSITIVE DRAINAGE. \\ SEE ACCESS NOTE THIS SHEET. SEE DETAIL 1/C5.4 of \ \ \ \ FINAL LIFT OF ASPHALT TO \ \ \\ 55FT RADIUS POINT \ Aj \\ OVERLAP ONTO MILLED SURFACE c c c c c c c c c c c c \\ STA: 1+22.73 c \ `�iP\ \\ \ \ SEE DETAIL 1/C5.4 \ \ c c c c c� OFFSET: 81.00L 1 \ \�1 III \ REMOVE EXISTING I \ EXISTING ROAD STRIPING c c c c c c c c c c Y\\ c STOP SIGN I 1 4" WIDE WHITE PAINT \ EXISTING UG UTILITIES (TYP.) \ / \ i/\ LOT 7A PROPERTY _ ^AV BOUNDARY © \ 110.0' \ EXISTING PARKING LOT CURB DO NOT DISTURB APPROXIMATE OF `\ ( N ) NORTH 7TH AVE. \\ OFFSET: 110.02E \ .� • \ EOG = 47\83 I 220' WIDEII R/W NO. REVISIONS DRAWN BY DATE 0 10 20 30 PROJECT #:14-167.10 1 CULTIVAR REALIGNMENT EJF 05 09 2023 �ONTq Nq AY®RTH PARK DERy�?L®P� rr �vT e PHASE 11 n-q�v�a��-yN 32 DISCOVERY DRIVEEngineeringDATE: 07/17/2024 SHEET 1'� DEVELOPMENT l�/.� 1� ll DESIGN\l4 BOZEMAN,MT 59718 Civil Q SCALE (FEET) * reoR EvRY e �Ip l'�`�4��q(�'�`�®� e ��'�� °'� N. �'�`� AVE. HONE(406)582-0221 Geotechnical Engineering INTERSECTION GRADING ��oll INTERSECTION FAX(406)582-5770 ALL o PROJECT ENGINEER: RSR DRAWN BY: EVR, EJF Ho.ao"6 PE = _Alliedengineering.wm Land Surveying EN6INEENIN6 ,-' ]�®ZEIV�[<1�I ICI®1�T�A1�� .�. NORTH PARK DESIGN DESIGNED BY: RSR,BDA,ASG REVIEWED BY: RSR A 9 °"....a,o�°°`9•4c CULTIVAR&N.7TH AVE. NOTES: 1 \ \ r 1. PER CITY OF BOZEMAN DESIGN STANDARDS SECTION IV.H — UNLESS W5-1 (30" X 30' W OTHERWISE APPROVED, ALL TRANSVERSE MARKINGS, WORDS AND D3-1 (2) (8': SYMBOLS, AND 8" OR LARGER LANE LINE PAVEMENT MARKINGS SHALL STA:0+51.43 BE INLAID THERMOPLASTIC OR PRE—FORMED PLASTIC TAPE. ALL OTHER OFF.78 / MARKINGS MAY BE EITHER INLAID OR PERFORMED THERMOPLASTIC OR /h9Z3 R2-1 (35) (24" X 30") - .76'R EPDXY PAINT �—�/ v STA:1+6L98 / N 2. MATERIAL TYPES SHALL BE IN ACCORDANCE WITH SECTION 02581 AND a OFF:27.00'R a 02582 OF MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 6TH EDITION. 8" CROSSING LINES J 6.0' (WHITE THERMOPLASTIC TYP.) W� \ R7-1(a)R (12" X 18") + 14.O' SKEW 45' TO FACE OF CURB STA:0+81.97 OFF:26.00'R YELLOW EPDXY ON N CURB RETURNS (TYP.) a 5.O 5.0' BIKE LANE 0 8.0, — 10.5' WHITE THERMOPLASTIC WORDS & SYMBOLS TYP. PROPOSED STRIPING 0 0 STA:0+67.87 0 0 0 0 4'0� OFF:10.50'R 0 d" ® (2) 4" YELLOW EPO Y STRIPING N WHEAT DRIIVE f v PROPOSED STRIPING o STA:0+67.91 OFF:0,00' o PROPOSED STRIPING 0 STA:0+67.88 - ,n OFF:10,50 L BIKE LANE I —� (2) 4" WHITE EPDXY STRIPING R7-1(a)L (12" X 18") \ SKEW 45' TO FACE OF CURB STA:0+81.84 24" WHITE STOP BAR o OFF.26.001 (WHITE THERMOPLASTIC TYP.) 0 R1-1 (30" X 30") I I D3-1 (2) (8") ^n� STA:0+66.17 OFF:28.00'L L APPROX. LOCATION OF EXISTING OVERHEAD POWER POLE WITH NO OUTLET" SIGN TO REMAIN ® A� p^� 1 4720 n N n BIKE LANE (2) 4" WHITE EPDXY STRIPING 44.0' o o o WHEAT DRIVE 0 0 10.5' (2) 4" YELLOW EPDXY STRIPING 5.0' BIKE LANE (2) 4" WHITE EPDXY STRIPING T�111111 z NO. REVISIONS DRAWN BY DATE 0 20 40 60 �ONTq 9 PROJECT #:14-167.10 SHEET NORTH HI PARK DEVELOPMENT e PHASE 1 DESIGN 32 DISCOVERY DRIVE DATE: 07/17/2024 Cw9 �I }�T�j /��[' BOZEMAN,MT 59718 Civil Engineering SCALE (FEET) ��ROMEv� �JL�A�ISAYJ1JLe4 �� PH0NE(406)582-0221 GeotechnicalEngineering gLLIED FAxeden 6 eering° Land Surveying EN6►NEER►N6 PROJECT ENGINEER: RSR DRAWN BY: EVR, EJF Ho.<0"6 PE = www.alliedengineering.com F�;-E B®ZEI�AN,10 ONT A NORTH PARK DEsdo�r DESIGNED BY: RSR,BDA,ASG REVIEWED BY: REP A °%�esep,o�e°�'��o sIIGNAGE PLAN Ob^ O BIKE LANE a (2) 4"-WHITE EPDXY STRIPING o v �^0 0 ^� SEE ELECTRICAL PLANS (2) 4" YELLOW-EPDXY STRIPING ��T �aj o k 0 N o o O O 5.0' NOTES: BIKE LANE 1. PER CITY OF BOZEMAN DESIGN STANDARDS SECTION IV.H - UNLESS (2) 4" WHITE EPDXY STRIPING OTHERWISE APPROVED, ALL TRANSVERSE MARKINGS, WORDS AND 8.5 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 T�C®RD 02582 OF MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 6TH EDITION. �p 3. ALL STATION AND OFFSET LABELS ON THIS SHEET ARE REFERENCING � �� y�� WHEAT DRIVE ALIGNMENT. 1 0421 SEE ELECTRICAL PLANS I R7-1(a)R (12" X 18") R7-1(a)L (12" X 18") SKEW 45' TO FACE OF CURB MOUNT ON LUMINAIRE SKEW 45' N STA:70.67'78 STA:16+OL 24 OFF: 0.6 TR OFF:71.06'R v w Ri-1 (30" XI30") STA:15 3.78 SKEW 45' TO FACE OF CURB STA:16+00.78 h Ri-1 (30" X 30") R7-1(a)L (12" X 18") O OFF:50.00'R a +4 a C.) OFF:28.00'R STA:15+23.11 OFF:26.06'R R7-1(a)R (12" X 18") a SKEW 45' TO FACE OF CURB STA:16+35.45 OFF:26.00'R BIKE LANE SYMBOL THERMOPLASTIC (TYP.) PROPOSED STRIPING s DEAD END BARRICADE STA:15+42.11 5.0' BIKE LANE 'CONSTRUCT-PER-COB DETAIL NO. 09810-2 OFF:10.50'R (2) 4" YELLOW EPDXY STRIPING I PROPOSED STRIPING 0 10.5' o STA:15+42.11 OFF:0.00' o __ o {{ O l co PROPOSED STRIPING GJv 44.0' 0 srA:1s+az.11 WHEAT DRIVE � ' a OFF:10.501 - 8.0 00tbl PHASE LINE R7-1(a)L (12" X 18") SKEW 45' TO FACE OF CURB STA:16+35.45 R7-1(a)R (12" X 18") - R1-1 (30" X 30") OFF:26.06'L STA:16+14.78 SKEW 45' TO FACE OF CURB BIKE LANE OFF:28.00'L STA:15+23.11 (2) 4" WHITE EPDXY STRIPING OFF:26.00'L 11 IIIIII 8" CROSSING LINES (WHITE THERMOPLASTIC TYP.) M L EPDXY ON CURB RETURNS (TYP.) b � M R7-1(a)R (12" X 18") _ R1-1 (30" X 30") SKEW 45' TO FACE OF CURB D3-1 (2) (8") STA:15+98.78 STA:15+57.78 OFF:70.671 OFF:50.00'L 2'' STOP BAR (WHITE THERMOPLASTIC TYP.) I R7-1(a)L (12" X 18") N I I SKEW 45' TO FACE OF CURB STA:15+59.78 µn I- 31:0' OFF:70.671 of NO. REVISIONS DRAWN BY DATE 0 20 40 60 �ONTq 9 PROJECT #:14-167.10 SHEET NORTH HI PARK DEVELOPMENT - PHASE 1 DESIGN 32 DISCOVERY DRIVE DATE: 07/17/2024 C2.10 }�T�j /��[' BOZEMAN,MT 59718 Civil Engineering SCALE (FEET) ��ROMEv� ��A�ISAYJ1JLe4 PLAN PHONE(406)582-0221 Geotechnical Engineering ALLIED FAx(aos)sae-sn° Land Surveying aa►e►NtE►t►we PROJECT ENGINEER: RSR 6 DRAWN BY: EVR, EJF Ho.<0"6 PE = www.alliedengineering.com �Ss ®��'1�E��9 ®1�ITAI�E� SEI NORTH PARK DESIGN DESIGNED BY: RSR,BDA,ASG REVIEWED BY: RSR A °'.......o�°°y9•�o .SIGNAL$PLAN PROPOSED STRIPING a2 \ / / PROPOSED STRIPING OFF:8,1 O'R STA:0+69.76 III PROPOSED STRIPING or / � STA 2+08.06 129' � R30.0' OFF 0.00' STA:2+16.06 PPS 11 cv OFF:8.1O'R 2L0' 8-1 PROPOSED STRIPING o f R1 OFF:0.00' 1'P R133.7 ° o o OFF:12.00_L _ o III orb - - CULTIVAR ST 20.0' (� 189.3' \�\ 120' o PROPOSED STRIPING STA:2+90.057%, 12.0' OFF:0,00' 15 PROPOSED STRIPING II\ STA:2+21.88 EXISTING 10.0' WIDE 2' WIDE STOP BARx \ �� OFF:11.951 PUBLIC UTILITY EASEMENT' o (WHITE THERMOPLASTIC TYP.) \ 13.2 / LIKELY TO BE ABANDONED 1 \, I \\ I THROUGH EXPANDED AREA h^off OF ROAD EASEMENT s ROPOSEDSTRIPING STA:0+69.77 EXISTING NORTHERN BOUNDARY FOR oo,® ' '52.00'L k \ONLY 60 WIDE PUBLIC ROAD EASEMENT NY R3-62 36 X 3 v ( " 0") R1-1 (30" X \ STA:3+08.84 c D3-1 (2) (8") \ EXISTING 60.0' WIDE PUBLIC ROAD STA:0+70 'L o (30" X 30") OFF:20.50 EASEMENT PER GORDON MANDEVILLE i OF L � ,�/ � +58.84 8.0' (TYP.) L STATE SCHOOL SECTION SUBDIVISION \� %�{IV 4" EPDXY STRIPING \ 0.50c c c c c c c c \ �4" YELLOW EPDXY STRIPING (TYP.) \\ REMOVE EXISTING STOP SIGN APPRO \\�� ^M �a I \NORTH 7THTAVE. v ^ 220' WIDE R/W 110.0' CONNECT PROPOSED STRIPING TO EXISTING STA:0+45.32 OFF:118.121 4735 o /SKEW SEE SHEET C2.13 FOR PROPOSED REVISED DESIGN ARRICADE R7-1(a)L (12" X 18) N �N 45' TO FACE STA 6+41.60 \ I dI CONSSTRUCCTDEAD END BPE\COB DETAIL NO. 09810-2 OFF.51.14'R '�I® I R7-1(a)R (12" X 18") R1-1 (30" X 30") Gj� �4 111 SKEW 45' TO FACE OF CURB STA:6+42.35 I(S+ STA:6+02.60 r PHASE LINE OFF:35.50'R Q OFF:51.19'R / EXISTING UNDERGROUND GAS MARKER. COORDINATE RELOCATION WITH NWE AS NEEDED R1-1 (30" X 30") STA:5+86.59 SEE ELECTRICAL PLANS S 00 c OFF:20.25'R c c c c R7-1(a)R (12" X 18") c SKEW 45' TO FACE OF CURB R7-1(a)L (12" X 18") STA:6+73.27 I SKEW 45'TO FACE OF CURB OFF:19.50'R STA:5+70.95 OFF:19.50'R 2' STOP BAR r (WHITE THERMOPLASTIC TYP.) 8.0' CULTIVARST g 4.Q� YELLOW EPDXY OM 8" CROSSING LINES iO POTENTIAL FUTURE w NOTES: s as as as (WHITE THERMOPLASTIC TYP.) APPROACH PER COB >/ CURB RETURNS (TYP.) STD DETAIL 02529-12 1. PER CITY OF BOZEMAN DESIGN STANDARDS SECTION IV.H - UNLESS NOT THIS PROJECT OTHERWISE APPROVED, ALL TRANSVERSE MARKINGS, WORDS AND R7-1(a)L (12" X 18") c c c SYMBOLS, AND 8" OR LARGER LANE LINE PAVEMENT MARKINGS SHALL SKEW 45' TO FACE OF CURB R7-1(o)R (12" X 18")BE INLAID THERMOPLASTIC OR PRE-FORMED PLASTIC TAPE. ALL OTHER STA:6+73.22 SKEW 45' TO FACE OF CURB MARKINGS MAY BE EITHER INLAID OR PERFORMED THERMOPLASTIC OR OFF:19.501 STA:5+70.89 EPDXY PAINT. I R1-1 (30" X 30") OFF:19.501 26.0' 2. MATERIAL TYPES SHALL BE IN ACCORDANCE WITH SECTION 02581 AND D3-1 (2) (8") Ri-1 (30" X 30")� 02582 OF MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 6TH N STA:6+57.57 I R1-1 ( 0" 1.81 EDITION. r OFF:20.25'L OFF:35.50'L PHASE LINE �/'V 3. ALL STATION AND OFFSET LABELS ON THIS SHEET ARE REFERENCING < ��U./®�� CULTIVAR STREET ALIGNMENT. R7-1(a)R (12" X 18") N R7-1(a)L (12" X 18") SKEW 45' TO FACE OF CURB ��'}��3[ y�}I�y�jy \ 7 STA:6+41.55 7 00 SKEW 45' TO FACE OF CURB JIFLyO \\V/\\V/ A\\ill 1�,11/R \\ OFF:51.19'L \ STA:6+02.55 I`�� OFF:51.13'L DEAD END BARRICADE 19Y CONSTRUCT PER COB DETAIL NO. 09810-2 NO. REVISIONS DRAWN BY DATE 0 20 40 60 �ONTq 9 PROJECT #:14-167.10 SHEET NORTH HI PARK DEVELOPMENT e PHASE 1 DESIGN 32 DISCOVERY DRIVE DATE: 07/17/2024 C2.11 }�T�j /��[' BOZEMAN,MT 59718 Civil Engineering SCALE (FEET) R�ROMEv� ��A�ISAYJ1JLe4 �� PHONE(406)582-0221 GeotechnicalEngineering gLLIED FAX(406)582-5770 Land Surveying EN6►NEER►N6 PROJECT ENGINEER: RSR DRAWN BY: EVR, EJF Ho.<0"6 PE = w alliedengineering.com F�;- B®ZEM[AN,M ONTANA ... NORTH AGE oAsloler DESIGNED BY: RSR,BDA,ASG REVIEWED BY: RSR A °%.esep,ole`�'��0 5'IG�TAAs$PLAN / WEST END OF CULITAR S\ RECORD DRAWING �j w N 2 v PROPOSED 96' DIAMETER CUL-DE-SAC TURN-AROUND \ R48.0' n v ROAD 0 --96-.0'-----+------I-- --- 0 NARROWS y °' CIJLTIVAR ST DEAD END BARRICADE CONSTRUCT PER COB DETAIL NO. 09810-2 ,p SEE ELECTRICAL PLANS e� W5-1 30" X 30" n SPEED n LIMIT NO NO PARKING PARKING ROAD NAME TOP) HERETO ANY 35 CORNER TIME ==4) 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 p PARKING PARKING HERETO ANY CORNER TIME - 3.2.. 5, R7-1 aL 12" X 18" R7-1 L 12" X 18" W16-7pL 24" X 12" BIKE LANE SYMBOL (TYP.) NO. REVISIONS DRAWN BY DATE �ONTANq PROJECT #:14-167.10 SHEET NORTH HI PARK DEVELOPMENT - PHASE 1 DESIGN 32 DISCOVERY DRIVE DATE: 07/17/2024 C2v 12 BOZEMAN,MT 59718 Civil Engineering R.sE° SIGNAG E PLAN Engineering�oR0776P PFAX(40)582-5-0221 Geotechnical En ineerin gLL�ED FAX�aos�saz-sn° Land Surveying a►e►lvt�►tnvc PROJECT ENGINEER: RSR DRAWN BY: EVR, EJF Ho._1 PE = -alliedengineenng.com F ;-�E�=EE�I B®ZEI�[�11�,10�I®�1TA .�. NORTH PARS DESIGN DESIGNED BY: RSR,BDA,ASG REVIEWED BY: REP A °'�esa,o��°y9•�o SIIGNAGE PLAN I ` I I ok ok 0, I II I I I \ I RECORD c\ `�\ \ I EXISTING ROAD STRIPING (TYP.) DRAWING CONNECT PROPOSED STRIPING TO EXISTING CULTIVAR AND NORTH STA:0+43.87 I 7TH APPROACH NOT OFF:86.71'R CONSTRUCTED YET, PENDING MDT APPROVAL NOTES: SIGNAGE AND STRIPING 1. PER CITY OF BOZEMAN DESIGN STANDARDS SECTION IV.H - UNLESS �� 1 \ �IN \ OTHERWISE APPROVED, ALL TRANSVERSE MARKINGS, WORDS AND " NOT YET COMPLETED AS °j� REMOVE EXISTING 4 I \ SHOWN ON THIS SHEET. SYMBOLS, AND 8" OR LARGER LANE LINE PAVEMENT MARKINGS SHALL � I � BE INLAID THERMOPLASTIC OR PRE-FORMED PLASTIC TAPE. ALL OTHER Oro WHITE STRIPING WITHIN �� MARKINGS MAY BE EITHER INLAID OR PERFORMED THERMOPLASTIC OR EXTENTS OF APPROACH ,\\ �\ \oq.-- I `,\ I \ EPDXY PAINT. 2. MATERIAL TYPES SHALL BE IN ACCORDANCE WITH SECTION 02581 AND p / REMOVE EXISTING ROAD STRIPING 02582 OF MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 6TH `� �, \ TO ACCOMMODATE PROPOSED EDITION. Olt 1 \ TURN LANE STRIPING 3. ALL STATION AND OFFSET LABELS ON THIS SHEET ARE REFERENCING ` ANTICIPATED 10.0' WIDE 4" DOUBLE YELLOW EPDXY STRIPING , 4" WHITE EPDXY I 12.0' CULTIVAR STREET ALIGNMENT. WITH 4" SPACE (TYP.) STRIPING �c ,PUBLIC UTILITY EASEMENT ------ Op / 0/C I III PROPOSED STRIPING ANTICIPATED NEW NORTHERN BOUNDARY `� i� STA:0+90.59 PROPOSED STRIPING Q OFF FOR PUBLIC ROAD EASEMENT \ c PROPOSED STRIPING` PROPOSED STRIPING �\ STA:0+69.76 o III / ,\ STA:2+08.06 12.9' , R30.0' OFF:0.101 11 III / STA:2+16.06 OFF:8.1 O'R 21.0' 8.1' � / OFF:0.00' PROPOSED STRIPING CONTINUE 4" DOUBLE YELLOW // / ` R133.7' o o STA:0+69.77 0 EPDXY STRIPING WITH 4" SPACE TO FLORA ,\ OFF:1200_L _ _ _+_ Iry\oi\ CULTIVAR INTERSECTOIN �� o / / CULTIVAR sT i�► zo.o' �j II �c R189.3' 120' I i� 01 _ - ��'� / o PROPOSED STRIPING STA:2+90.05 �� r 12d / OFF:0.00' Il" G G G G G G G PROPOSED STRIPING � Ir STA:2+21.88 EXISTING 10.0' WIDE 2' WIDE STOP BAR OFF:11.951 PUBLIC UTILITY EASEMENT' o (WHITE THERMOPLASTIC TYP.) 13.2' LIKELY TO BE ABANDONED / THROUGH EXPANDED AREA R150.0' o OF ROAD EASEMENT c PROPOSED STRIPING rc STA: EXISTING NORTHERN BOUNDARY FOR OFF:52.00'L \ y ® ONLY 60' WIDE PUBLIC ROAD EASEMENT `' NY R3-62 (36" X 30") ° \ STA:3+08. )08.84 ,, D3-1 (2 EXISTING 60.0' WIDE PUBLIC ROAD 8", STA:0+70.25 W3-1 30" X 30" OFF:20.50'L EASEMENT PER GORDON MANDEVILLE \ ( ) , OFF:61.33'L �, ONLY 8.0' (TYP.) STA:3+58.8G REMOVE EXISTING STATE SCHOOL SECTION SUBDIVISION OFF:20.50'L �� \ 4" WHITE EPDXY STRIPING �� \ G G c c c c c c c E 4" YELLOW EPDXY STRIPING (TYP.) G c c c \ I �\ STOP SIGN � c c\\ APPROXIMATE CL OF c �� \c I NORTH 7TH AVE. 220' WIDE R/W 110.0' 7UT CONNECT PROPOSED STRIPING TO EXISTING STA:0+45.32 OFF:118.121 NO. REVISIONS DRAWN BY DATE 0 20 40 60 �ONTNq PROJECT #:14-167.10 SHEET 1 CULTIVAR REALIGNMENT EJF 05 09 2 NORTH TH ARK DEVELOPMENT PHASE 1 DESIGN 32 DISCOVERY DRIVE DATE: 07/17/2024 ��o�� }�T�j /��[' BOZEMAN,MT 59718 Civil Engineering SCALE (FEET) R�ROMEv� ��A�ISAYJ1JLe4 �� PHONE(406)582-0221 Geotechnical Engineering gLL�ED FAx(aos)sae-sn° Land Surveying ENe►Nerr'm►Ne PROJECT ENGINEER: RSR DRAWN BY: EVR, EJF Ho.<0"6 PE = -alliedengineering.com F�;-E B®ZEM AN,M ONT A NORTH PARK oEsdo�r DESIGNED BY: RSR,BDA,ASG REVIEWED BY: RSR A °%�esep,o�e°�'��o SIIGNAGE PLAN o 0 „o EX.TRACT 1-A of / C.O.S.No 2153 o/ (FUTURE PHASE) / c EX.TRACT 2 of C.O.S.No.1723 (FUTURE PHASE) EX.STATE OF / MONTANA PARCEL {.¢GJ (FUTURE PHASE) o I EX.TRACT 2-A of / EX.TRACT 3-A of / / C.O.S.No.2153 / C.O.S.No.2153 (FUTURE PHASE) (FUTURE PHASE) / \ �o NA I EX.TRACT 4-A o of C.O.S.No.2153 / I EX.LOT 1 of MINOR � � � i"'� I SUB.N..320 (NOT THIS PROJECT) �I C3.2 \ � WHEAT DRIVE UTILITY&EMERGENCY C3.1 ACCESS ROAD SEX.LEASE AREA "TRACT V {� (NOT THIS PROJECT) ® - EX.LEASE AR 94EA "TRACT 2J (Nor THIS PROJECT) 114 FLORA 1:N ono o 0- RECORD o DRAWING o �./. N.7ah AVE. — — — — r - ;I NO. REVISIONS DRAWN BY DATE 0 250 500 750 �7 T7� 7� T}�7p T�T� T� T� �7 T� p �? q T��? �'v}�� PROJECT g:14-167.10 ^oNTANq NORTH®C�TH PARK CA DEVELOPMENT GL®CEA� PHASE Ca L DESIGN LeSI'l7AV` SHEET 32 DISCOVERY DRIVE DATE: 07/17/2024 ��a® BOZEMAN,MT 59718 Civil Engineering SCALE (FEET) RORO77� SANITARY SEWER PLAN & PROFILE SHEET INDEX RHONE(41) 582-022, Geotechnical Engineering SHEET INDEX FAX(406)582-5770 ALLIED PROJECT ENGINEER: RSR DRAWN BY: EVR, EJF Ho.<0"6 PE = —alliedengineering.wIT Land Surveying EMINEENING BOZEM[AN,M ONTANA SEIWIM NORTH PARK DESIGN DESIGNED BY: RSR,BDA,ASG REVIEWED BY: RSR A °'�esea,o�e°i'•�o SS PULP SHEET INDEX I III , c I I I L J I I ANTICIPATED VERTICAL SEPARATION TO WATER MAIN IS LESS THAN 18". REMOVE EXISTING 2-FT MAIN EXTENSION AND CENTER 1 FULL STICK OF 8" C900 DR-18 AT CROSSING IN PLACE OF SDR 35 PVC. REPLACE WITH 57' of 8" DIA. SDR35 0 0.50% 8" SEWER EXT. INV=4710.46' RECORDUSE CARRIER PIPE OR ENCASE BOTH MAINS IN MINIMUM 6" OF FLOWABLE FILL. WITH 8" END CAP & PLUG PER COB STD DWG SEE MDEQ-1 8.8.3 NOTES ON SHEET C3.5 02730-2 - MARK WITH GREEN STEEL POST r �r DRAWING (� I REMOVE EXISTING 2-FT MAIN EXTENSION AND REPLACE WITH 59' of 8" DIA. SDR35 AND C900 DR-18 ®0.50% m WITH 8" END CAP & PLUG PER COB STD DWG -- ---- ---- -- 02730-2 - MARK WITH GREEN STEEL POST I ------ EX. MH #4 8" SEWER EXT. INV=4712.42 O b y I I EX. RIM ELEV: 4720.1 �o -00-------�- o 4 NEW RIM: ±4720.121 -'' --------- ----- ANTICIPATED VERTICAL SEPARATION TO WATER MAIN IS LESS THAN 18". STA: 7+99.49 OFF: 5.98R DE TER ICK I. PVC. USE 1 FULL CARRIER TPIPEOORB" C900 ENCASE BOTH PVC MAINSAIN CROSSING 6N OF PLACE FLOWABLE F ILL. ADD ±OA00" OIFGNEW(GRADE(R RINGS _J EX. MH #5 IC SEE MDEQ-1 8.8.3 NOTES ON SHEET C3.5 EX. RIM ELEV: 4716.9 REMOVE EXISTING 2-FT MAIN EXTENSION AND ,8 ��-' /'/ NEW RIM: ±4716.732 U STA: 11+77.28 OFF: 3.43R REPLACE WITH 62 of 8" DIA. SDR35 AND C900 DR-18 CAD 0.50% + EX. GRADE RINGS= (1) 2" (~ rry WITH 8" END CAP & PLUG PER COB STD DWG 8" SEWER EXT. INV=4715.01' -'� 00 8" SEWER EXT. INV=4710.43 REMOVE ±2.25" OF EX. GRADE RINGS 02730-2 - MARK WITH GREEN STEEL POST /// / / SEE ELECTRICAL PLANS �� o-' rj)a) rn I CORE EXISTING MANHOLE AND CONNECT It 4 r n 50' of 8" DIA. SDR35 @ 0.50% ___ ___ + ' WITH 8" END CAP & PLUG PER COB STD DWG ----------N 00 o- 02730-2 - MARK WITH GREEN STEEL POST O REMOVE EXISTING 2-FT MAIN EXTENSION AND O o -o -o---------- REPLACE WITH 47' of 8" DIA. SDR35 0 0.50% -' --------------------- 8" SEWER EXT. INV=4714.93' WITH 8" END CAP & PLUG PER COB STD DWG EX. MH #3- 02730-2 - MARK WITH GREEN STEEL POST NOTES: I I EX. RIM ELEV: 4723.3 1. ALL NEW SANITARY SEWER MAINS SHALL BE 8-INCH, _- -- NEW RIM: ±4723.152 REMOVE EXISTING 2-FT MAIN EXTENSION AND STA: 3+98.67 OFF: 8.45R NOTED OTHERWISE.ASTM D3034, SDR 35, GRAVITY SEWER PVC - UNLESS EX. MH #2 REPLACE WITH 45' of 8" DIA. SDR35 0 0.50% 2. ALL PIPE BEDDING SHALL BE TYPE 1 IN ACCORDANCE EX. RIM ELEV: 4727.5 EX. GRADE RINGS- (1) 3", (1) 2" STORM DRAINAGE WITH 8" END CAP & PLUG PER COB STD DWG WITH COB STD DWG. 1. STA: 0+31.25 OFF: 5.56R REMOVE ±2" OF EX. GRADE RINGS ��EASEMENT 02730-2 - MARK WITH GREEN STEEL POST I 3. ALL SEWER MAINS AREE WITHIN PLANNED PAVED STREETS/ROADS; THUS ALL TRENCH BACKFILL SHALL BE TYPE A. 4. INSTALL RIGID BOARD INSULATION IN AREAS WHERE TOP OF PIPE IS LESS THAN 5' BURY FOR SEWER AND AT ALL I EX. OFFSITE STRUCTURE STORM DRAIN AND UTILITY CULVERT CROSSINGS WHERE L - - - - - - BURY COVER WILL BE LESS THAN 5'. - - - - - - - - - - - - - - - - -------- - - - ]PLAN VIEW-WHEAT DRIVE SANITARY SEWED(STA:0+00.00-STA I4+00.00) 473 735 GRADE BREAK STA = 0+34.66 EX. RIM:±4723.32 ELEV = 4727.20 N ro PROPOSED WHEAT DRIVE n MANDEVILLE LANE CE FINISHED GRADE EX. MH #3 + 60' WIDE R/W 473 -PROP. RIM:+4723+152 II 730 PRE-DISTURBANCE EXISTING A RIM ELEV:±0.2' EX. MH #4 GROUND SURFACE EX EX. RIM:±4720.13 < � X. MH # . MH HEIGHT:±8.82' EX. RIM:±4716.92 GRADE BREAK STA 2+58.99 p RIM ELEV:+0. 10" INV IN:±4714.70 (S) PROP. RIM::±0. 0.1210 Y PROP. RIM:±4716.732 ELEV = 4724.49 � = -L21% 8" INV IN ±4714.70 (E) a p RIM ELEV:±0.2' 472 8" INV IN:±4714.70 (W) EX. MH HEIGHT:±821' w y EX. MH HEIGHT:±7.10' 725 CL OF MANDEVILLE - _ 10" INV OUT:±4714+50 (N) 10" INV IN:±4712.12 (S) m 8" INV IN:±4712.12 (W) II 8" INV IN:±4710.02 (E) CORE LANE (STA 0+26.59) - - - 8" INV IN:±4712+12 (E) a w 10" INV IN:±4710.02 (S) 8" INV IN:±4710.02 (W) -0�77% _ 10" INV OUT:±4711.92 (N) 0 w 10" INV OUT:+4709.82 (N) I - _ EXISTING WATER MAIN - 472 720 ---1 161 - I 471 - 715 EX. MH #2 EXISTING 10" DIA. PVC SANITARY EX. RIM:+4727.47 SEWER TRUNK LINE O±0.46% PROP. RIM:±4727.47 p RIM ELEV:±0.00' SEE PLAN VIEW NOTES FOR SANITARY SEWER EXIS�IVI - EX. MH HEIGHT:+11.09' CROSSING WITH EXISTING WATER MAIN SEWER TRUNK LINE ®±0.59% 471 8" INV IN:±4721.36 (S) _ 710 10" INV OUT:±4716.38 (N) SEE PLAN VIEW NOTES FOR SANITARY SEWER EXISTING110" DIA. PVC SANITARY CROSSING WITH EXISTING WATER MAIN SEWER TRUNK LINE @±0.50% EXISTING 10" DIA. PVC SANITARY SEWER TRUNK LINE 9±1.09% 4705 4705 prn µoJ ap0 0NNn NCr 0aNn NCr co N^ MNn rNri pMN^rNri NNn�Nr MNn Nr '0' 'Nr nN rN^N 0On0ON 0nN ^Nr C^-4 r � LO� � M� � N LO N O r, w N 00 O M LO 0 m 00 N OO OON NN Nr r Ol r-: 10 N Q 1! ^h ^h nr ^r r <� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0ID 0 0 0 0 0 O N O N O N O N O N O N O Ifs O Ifs O O 'n + + + vl + + + + +O + + + + + + + + + + + + + + + + + + + + + O N + + + O O N N M M fl ul cp cD h h of of Ol 0I PROFILE VIEW-WHEAT DRIVE SANITARY SEWER(STA:0+00.00-STA:I4+00.00) NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE FEET VERTICAL SCALE FEET ONT'1 PROJECT #:14-167.10 SHEET 0 50 100 0 5 10 vD n'q }�T®lfD'II'lf lT ' ARK DEVELOPMENT - PHASE A S°�[.I' 1 DESIGN 32 DISCOVERY DRIVE DATE: 07/17/2024 C3.1 NORTH JL JC11 .0 sau�eAel A JC JC71d'� �e .i �e vi b�l BOZEMAN,MT 59718 Civil Engineering * °ROMEr WHEAT DRIVE SANITARY SEWER PLAN & PROFILE PHONE(406)582-0221 Geotechnical Engineering PLAN & PROFILE FAX(406)582-5770 ALLIED PROJECT ENGINEER: RSR DRAWN BY: EVR, EJF Ho.<0"6 PE = w alliedengineeringmc Land Surveying EMINEENING �rs�'CE"'E�I B®ZEMIAN,M ONTANA S erc NORTH PARK DESIGN DESIGNED BY: RSR,BDA,ASG REVIEWED BY: RSR A °'"sea."�°°y9"yo WHEAT DRIVE SS]P&P U � EX. MH #6 EX. RIM ELEV: 4712.5 NEW RIM: ±4712.081 STA: 15+79.28 OFF: 5.80R EX. GRADE RINGS- (2) 6", (1) 2" REMOVE ± 5.25" OF EX. GRADE RINGS �-- WHEAT DRIVE p O o 0 CORE EXISTING MANHOLE FOR -i 8" PVC CONNECTION (EAST) e U SEE ELECTRICAL PLANS Fy b I ]PLAN VIEW-WHEAT DRIVE SANITARY SEWER(STA:14+00.00-STA 16+I1.78) 47z PRE-DISTURBANCE EXISTING GROUND SURFACE CULTIVAR PROPOSED WHEAT DRIVE 60' WIDE CL FINISHED GRADE R/W 471 CL OF CULTIVAR �(STA15+79.28) 471 ]RUIE C®]R D 10 cccc DIRRAWING NOTES: 47p 1. ALL NEW SANITARY SEWER MAINS SHALL BE 8-INCH, ASTM D3034, SDP 35, GRAVITY SEWER PVC - UNLESS y#NOTED OTHERWISE. 1.6' 2. ALL PIPE BEDDING SHALL BE TYPE 1 IN ACCORDANCE WITH COB STD DWG. 02221-1. 3. ALL SEWER MAINS ARE WITHIN PLANNED PAVED EX. MH #6 STREETS/ROADS; THUS ALL TRENCH BACKFILL SHALL BE EX. RIM:±4712.52 TYPE A. PROP. RIM:±4712.081 4. INSTALL RIGID BOARD INSULATION IN AREAS WHERE TOP A RIM ELEV:±0.4'7 OF PIPE IS LESS THAN 5' BURY FOR SEWER AND AT ALL EX. MH HEIGHT:±7.27' STORM DRAIN AND UTILITY CULVERT CROSSINGS WHERE 8" INV IN: 4705.44 (E) FROM CORE BURY COVER WILL BE LESS THAN 5'. 10" INV IN:±4705.45 (S) _ 8" INV IN:_4;-GF5.�6 (W)4705.63 10" INV OUT:+4705.25 N) 12" A-2000 PVC � 469 UTILITY CULVERT, TYP. 468 468 N� r'0 o" N^ WM d� MM MM N_" N n r n r r^ n r 0 00 o 00 o PROFILE VIEW-WHEAT DRIVE SANITARY SEWER(STA:I4+00.00-STA: 16+I1.78) 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 R.Y®lf9'R'lf lT ' ARK DEVE�,®]�l�[]�Y�YT - PHASE A SE 1 DESIGN 32 DISCOVERY DRIVE DATE: 07/17/2024 ��e� NORTH CC��JJLL �Cllll C DEVELOPMENT C C 11 1 Ca i �e iu b l BOZEMAN,MT 59718 Civil Engineering * ... �V]E--�EAT DRIVE SANITARY SEWER ]CLAN & PROFILE PHONE(406)582-0221 Geotechnical Engineering PLAN & PROFILE FAX(406)582-5770 ALLIED Ho.<0"6 PE PROJECT ENGINEER: RSR DRAWN BY: EVR, EJF = www.alliedengineering.com Land Surveying DMINEENING �Ss'°E BOZEM[AN,MONTANA s erc NORTH PARK DESIGN DESIGNED BY: RSR,BDA,ASG REVIEWED BY: RSR A °"esea,��°°y9•�o WHEAT DRIVE SS]P&P 1 � I I I I Os0%j I I I 39' of 8" DIA. SDR35 PVC O INV=4706.80 I I WITH 8" END CAP & PLUG 1 SEE OO�SI PER COB STD DWG 02730-2 ELECTRICAL a INV=4708.86 I I MARK WITH GREEN STEEL POST II PLANS 40' of 8" DIA. SDR35 PVC @ 0.53% 1 STUB & CAP 8" DIA. SDR35 PVC WITH 8" END CAP & PLUG -� PT: 12+03.26 N PC: 11+71.65 �-{ - ----------- J L ---- - O I,Q"1''JA9 GORDON 1 F 0.75%BEYOND UTILITY CULVERTS PER COB STD DWG 02730-2 ------- G� I FOR PHASE 2 CONNECTION. MARK WITH GREEN STEEL POST J i IVl[ANI�EVdLLE STATE S'CII'QQL MARK WITH GREEN STEEL POST. - _ I I SECTION SUBDIVISION SSMH#B.2 PROPOSED GRADING EXTENTS - ro w STA:6+22.08 1 _ a OF11 F.0.0 PT: 8+38.2 - cR q _- \� TO BE INSTALLED O O DURING PHASE 1 I O O- a k Pa 6+os.11 __- + rlvNlgs� 0 1 00� -------------- - CLIP o -- ------ ° SSMH#A.4 CULTIVAR u _ + \ �-- -- __�_ _ °' _ - o _-- OFF: .46 o + o STREET ��/ o --+-- -- - - I �, 1 SSMH A.3 0 5 6% � 1 0.60%-� J OF .00 1 of INV=4706.82 STA:9+00 I 4' 8" DIA. (SDR35 PVC ®6c55%, .� H - o �- - - F:0.0 ,o o I_ �� o WITH 8" END CAP & PLUG r---------40' of 8" DIA. SDR35 PVC 0 � _ _ PER COB STD DWG 02730-2 I _ __ ^' _ -� o WITH 8" END CAP & PLUG MARK WITH GREEN STEEL POST �-' x 1 00�-L1 -1 �O � \o� ° � STUB & CAP 8" DIA. SDR35 PVC @ -0.75%BEYOND I PER COB STD DWG 02730-2 Cd]CY) i c., ,,W O O W INV=4708.89 I iv � � MARK WITH GREEN STEEL POST I I UTILITY CULVERTS FOR PHASE 2 CONNECTION. I I I -n 0 (SLOPE AWAY FROM MANHOLE FOR FUTURE OUTFALL) 1 1 PROPOSED DETENTION POND 1 1 AROXIMATE LOCATION OF EXISTING UNDERGROUND GAS �. MARK WITH GREEN STEEL POST. 1" ra I 1 1 LINE PP (GRADING EXTENTS)CROSSING (±STA 6+46.66). CONTRACTOR SHALL I FIELD VERIFY LOCATION, DEPTH, AND COORDINATE CROSSING WITH APPLICABLE UTILITY SERVICE PROVER AND ENGINEER PRIOR TO CONSTRUCTION. CONTRACTOR PHASE 2 III I I 0 ��\ �� 1� SHALL TAKE APPROPRIATE CAUTION WHILE WORKING IN 1 PROXIMITY TO EXISTING UNDERGROUND UTILITIES. I Ili III ,III (III ]PLAN VIEW-CULTIVAR SANITARY SEWER(STA:0+00.00-STA 14+50.00) RECORDHIGH PT STA: 5+89.19 DIR,AR WING y�� HIGH PT ELEV: 1 PVI STA:7+26.81 6.81 PVI ELEV:4729.34 474 740 PROPOSED "CULTIVAR LVC:275.00 STREET" 0L FINISHED rn GRADE PRE-DISTURBANCE EXISTING M� N GROUND SURFACE +a FLORA LN + HIGH PT STA: 12+21.36 473 \ T0 877 vi 60' WIDE N PVI STA: 2+49.09 735 > R/W >> PVI ELEV 4713.84 -0.78% m STO28 A 6+211,3)LN "'w LVC 5 0 00 473 24" RCP e i � 730 -- o>r"i Oi N + M InU oU 472 S H B.` ' LOW PT STA: 11+13. 5 -4725 NOTES: RIM:4730.05 LOW PT ELEV: 4713. 6 °� w 1. ALL NEW SANITARY SEWER MAINS SHALL BE MH HEIGHT: 12.68' PVI -EV:471 .35 8-INCH, ASTM D3034, SDR 35, GRAVITY SEWER TO BE INSTALLED PVI E 61 38 04 2.35 PVC - UNLESS NOTED OTHERWISE. DURING PHASE 1 L :250.00 SSMH#A.4 8" INV IN:4717.57 (S) RIM:4713.43 WHEAT DRIVE 472 2. ALL PIPE BEDDING SHALL BE TYPE 1 IN 720 ACCORDANCE WITH COB STD DWG. 02221-1. 8" INV CUT:�l-.37 (N)4717.31 _5 94%, MH HEIGHT: 7.03' 90' WIDE 3. ALL SEWER MAINS ARE WITHIN PLANNED PAVED °' 8" INV IN:4706.60 (E) R/W STREETS/ROADS; THUS ALL TRENCH BACKFILL STUB & CAP PIPE BEYOND UTILITY CONDUITS TO NORTH ++� ±� 8" INV IN:4706.60 (S) CL OF "WHEAT Dr." SHALL BE TYPE A. & SOUTH OF SSMH FOR PHASE 2 CONNECTIONS. w 8" INV IN:4706.60 (N) (STA 13+87.40) 4. INSTALL RIGID BOARD INSULATION IN AREAS SEE PLAN VIEW FOR PIPE SIZES AND GRADES. p> 6i'.0.63% 8" INV OUT:4706.40 (W) 471 WHERE TOP OF PIPE IS ABOVE 5' BURY FOR .1�1 m 715 SEWER AND AT ALL STORM DRAIN AND UTILITY APPROXIMATE LOCATION OF EXISTING UNDERGROUND GAS LINE CROSSING (±STA. w CULVERT CROSSINGS WHERE BURY COVER WILL 6+46.66), DEPTH UNKNOWN. CONTRACTOR.SHALL FIELD VERIFY LOCATION, \ _ Z1%�179%- 1:50� 1.50%-L50% BE LESS THAN 5'. 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. E 5-FT 471BURY 710 SSMH#A.3 =(MIN) RIM:4719.06 �ryY1W MH HEIGHT: 10.48' I rci 8" INV IN:�B8-�9(N)4708.66 470 8" INV IN:#�68-93(S)47pg,gg O 194' of 8" DIA. 705 8" INV OUT:1798.59 (W)4708.54 SDR35 PVC 10 0.50% 288' of 8" DIA MH #6 - SDR35 PVC Q 9�93'c RIM: 4712.52 470 067% MH HEIGHT: f7.27' 700 8" INV IN:4705.44 (E) FROM CORE 10" INV IN:±4705.45 (S) 8" INV IN:±4Fe5.45 (W)4705.63 10" INV OUT:±4705.25 (N) 469 Mr NWna Nna s no`a nr� na nr� n a na cl� an� n� Onp.� O�1 a ofOJ N T 1 O OO N nU O v N N a7 0N a a'00 O � �<(a� OI7a� n V Op O)N fps < cV C1 M NN 1 M M N N ^ ^ �O � 1 NN 695 ^v 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O o 0 0 o O O O O O O i!1 O O i!1 O ifl O ifl O itl O N O itl O N O N O N O ifl O 0 O ill O 0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + - O O N N M M a a ul N t0 t0 h h CO of m o) O O N N M M C PROFILE VIEW-CULTIVAR SANITARY SEWER(STA:0+00.00-STA: 14+50.00) 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 }�T®lfD'li'lf lT ' ARK DEVEL®P}�/�1f�Y�YT - PHASE A S°)[.I' 1 DESIGN 32 DISCOVERY DRIVE DATE: 07/17/2024 C3.3 �o� NORTH JL JC71 .0 DEVELOPMENT A JC JC711'1 ua .i ya Diu b�l BOZEMAN,MT 59718 Civil Engineering * RCRY ROMEv� ��'�`�� °��'�� °�q�]�4 �� ®�4��H PHONE(406)582-0221 Geotechnical Engineering PLAN & PROFILE FAX(406)582-5770 ALLIED PROJECT ENGINEER: RSR DRAWN BY: EVR, ELF Ho.<0"6 Re = w alliedengineering.com Land Surveying ENGINEERING �rs�,CE `°E� B®ZEMAN,MONTANA SEIWM NORTH PARK DESIGN DESIGNED BY: RSR,BDA,ASG REVIEWED BY: RSR A °'�esea,"1e°y9•�o CULTIVAR SS P&P i I I N053 I I I I I i t I i I i I O RECORDI II I SEE 40' of 8" DIA SDR35 PVC @ 0.53% y y DO�SII ELECTRICAL WITH 8" END CAP & PLUG DRAWING PLANS INV=4707.78 PER COB STD DWG 02730-2 v v G�GGJ//JJJ I MARK WITH GREEN STEEL POST �n I I � JI 400' of 8" DIA. SDR35 PVC @ 0.51% + - - - -a a - - - - - - - - - A m CULTIVAR I o a o STREET o o 00+ '1 � o SSMH#A.5 STA:17+81.6 0 - - - - /7 - - - - - - - - o _ --�------------- _-_- OFF:-0.0--_ / - eh PROPOSED GRADING EXTENTS \�---' M enF' INV=4707.82 40' of 8" DIA. SDR35 PVC @ B.SE5% 0.55% C�U WITH 8" END CAP & PLUG PER COB STD DWG 02730-2 W W MARK WITH GREEN STEEL POST I cn OQ�-L�l NNOTES: �) �j �.y 1. ALL NEW SANITARY SEWER MAINS SHALL BE 35, GRAVITY PHASE SE 2 I SEWERH PVC - UNLESS NOTED OTHERWISE. 2. ALL PIPE BEDDING SHALL BE TYPE 1 IN ACCORDANCE WITH COB STD DWG. 02221-1. 3. ALL SEWER MAINS ARE WITHIN PLANNED PAVED 00+^8NN 11 STREETS/ROADS; THUS ALL TRENCH BACKFILL SHALL III S P 4. INSTALL RIGID BOARD INSULATION IN AREAS WHERE TOP OF PIPE IS ABOVE 5' BURY FOR PLAIN VIEW-CULTIVAR SANITARY SEWER(STA:I3+42.00-STA 22+00.00) SEWER AND AT ALL STORM DRAIN AND UTILITY CULVERT CROSSINGS WHERE BURY COVER WILL HIGH PT STA: 17+50.44 BE LESS THAN 5'. HIGH PT ELEV: 4715.34 PVI STA:18+36.31 472 PVI ELEV:4716.06 725 K:57.0 LVC:250. 0 LOW PT STA: 21+58.22 `�! a LOW PT ELEV: 4705.78 PRE-DISTURBANCE EXISTING PVI STA:21+20. 2 472 + GROUND SURFACE + PVI ELEV:4705. 5 720 w w N PROPOSED "CULTIVAR" Oi 0 VC:100.00 PROPOSED 12" A-2000 PVC m FINISHED GRADE >w n 0 cMo ro UTILITY CULVERT, TYP. m w o 1 o ui o n� 471 0.69% + + 715 N N. 1.50% Nj> V> �47-5 - 5B% - - \ >m > m w 471 5-FT \ BURY �3>09 710 (MIN) SDR350PVC f@6-5+3fr 0.45% ( \ \ 470 705 SSMH#A.5 RIM:4715.26 MH HEIGHT: 7.79' 8" INV IN:iF63-66 (N)4707.61 8" INV IN:-#5169c66 (S)4707.58 470 EX. MH #6 700 RIM:±4712.52 8" INV OUT:1 B9-46 (E)4707.41 MH HEIGHT:± 7.27' END OF PROPOSED CULTIVAR ST 8" INV IN: 4705.44 (E) FROM CORE IMPROVEMENTS (STA 19+00.00) 10" INV IN:±4705+45 (S) 469 8" INV IN:±4F65.45 (W) 4705.63 695 10" INV OUT:±4705.25 (N) 11 469 690 7 a0�p Nn�l�3 N� O^!•Nr N^ON�r, O^Nr� N^O�r ^0r rn^-0r M^�Nr� Ma t^2 r I^� O^x� N �(]10Nm W 1, ^ Tui[)] 7 M 0m 00N M a' IM a6�V (V N)M 4M aN n O O O OO nI Nr N O O O O O O O O O O O O O O O O O O au) O O O ul O O ul O O fj O PROFILE VIEW-CULTIVAR SANITARY SEWER(STA:Il3+42.00-STA:22+00.00) 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 }'�T®lfD'II'lf lT ' ARK DEVEL®P}�/�1f�Y�YT - PHASE A S°�[.I' 1 DESIGN 32 DISCOVERY DRIVE DATE: 07/17/2024 ��o� NORTH JL JC71 .0 DEVELOPMENT A JC JC711'1 ua .i ya Diu b�l BOZEMAN,MT 59718 Civil Engineering * RORY ROMEY CULTIVAR SANITARY SEWER PLAN & PROFILE PHONE(406)582-0221 Geotechnical Engineering PLAN & PROFILE FAX(406)582-5770 ALLI6ED PROJECT ENGINEER: RSR DRAWN BY: EVR, EJF Ho.<0"6 PE = -alliedengineering.com Land Surveying EN6INEERIN6 F�;- E®ZEMAN,MONTAI�A NORTH PARS DESIGN DESIGNED BY: RSR,BDA,ASG REVIEWED BY: RSR A °'�esea,o�e°y9•�o CULTIVAR SS P&P EX. MH #3 EX. MH #4 EX. RIM:±4723.32 EX. RIM:+4720.13 PROP. RIM:±4723.152 PROP. RIM:±4720.121 4 RIM ELEV:±0.168' A RIM ELEV:±0.009' EX. MH HEIGHT:±8.82' EX. MH HEIGHT:±8.21' 10 INV IN:±4714.70 (S) 10" INV IN:±4712.12 (S) 8" INV IN:±4712.12 (W) PRE-DISTURBANCE 8" INV IN:±4714.70 (E) 8" INV IN:±4712.12 (E) EXISTING GROUND 8" INV IN:±4714.70 (W) 3+98.67 10" INV OUT:±4712.12 (N) 7+99.49 SURFACE, TYP. 10" INV OUT:±4714.50 (N) 4730 4730 4730 4730 4725 _ 4725 4725 4725 PROPOSED FINISHED - - EG ANTICIPATED 0.4' REMOVE EXISITNG 2' SS STUB FG REMOVE EXISITNG 2'-SS STUB 4720 GRADE, TYP. 4720 4720 - - - 4720 EX. 12" WATER MAIN TO ANTICIPATED 0.2' BE REMOVED & REPLACED PROPOSED 45-FT 8" SEWER MAIN STUB @ 0.5% PROPOSED 59-FT 8" SEWER MAIN STUB ®0.5% PROPOSED 47-FT 8" SEWER MAIN STUB ®0.5% 4715 4715 4715 EX. 12" WATER MAIN TO 471 8" SEWER EXT. INV=4715.01 8" SEWER EXT. INV=4714.93 BE REMOVED & REPLACED 1.8' PRO 5 62- T EW A N STUB O 0.5%, 1,7' REMOVE EXISITNG 2' SS STU 8" SEWER EXT. INV=4712.42 8" SEWER EXT. INV=4712.36 47107Z4 4710 4710 4710 6" MIN. VERTICAL SEPARATION REQUIRED. SEE MDEQ-1 PROPOSED I WATER MAIN 6" MIN. VERTICAL SEPARATION REQUIRED. SEE MDEQ-1 REMOVE EXISITNG 2' SS.STUB 8.8.3 NOTES THIS PAGE FOR ADDITIONAL REQUIREMENTS 8.8.3 NOTES THIS PAGE FOR ADDITIONAL REQUIREMENTS PROPOSED 12' WATER MAIN 4705 4705 aMNc0I�N�� YMNc1I�N�p yN<m^� OMMNc1I�N�� OMcI�N� OcNc!�N�� NN� NN� N1� N� N� N� 0Np� NN� •Nl <N YNI� 4705 N N lN � 4705 cN $ OH 0 '' N MI MI 2 d110 do,, do,, No d" d''- N'- 6 62 62 62 EX. MH #5 EX. RIM:+4716.92 PROP. RIM:+4716.732 0 RIM ELEV:+0.188' ,EX. MH HEIGHT:+7.111' 8" INV IN:±4710+02 (E) CORE 10" INV IN:±4710.02 (S) 8" INV IN:±4710.02 (W) 10" INV OUT:±4709.82 (N) 11+77 28 4725 4725 EX. 12" WATER MAIN TO 4720 BE REMOVED &REPLACED 4720 LFG EG 4715 4715 PROPOSED 12" WATER MAIN 4710 8" SEWER EXT. INV=4710.46 8" SEWER EXT. INV=4710.43 4710 PROPOSED 57-FT 8 SEWER MAIN STUB @ 0.5% 1.9' PROPOSED 50-FT 8" SEWER MAIN 4705 STUB @ 0.5% 4705 REMOVE EXISITNG 2' SS STUB CORE EXISTING MANHOLE FOR 8" PVC CONNECTION 4700 4700 ca as ap vp ca as a< as ap ap ap cp as +a as ap ap cp ap WHEAT DRIVE SANITARY SEWER EXTENSIONS WATER MAINS CROSSING GRAVITY SANITARY OR STORM SEWERS MUST BE LAID WITH A MINIMUM VERTICAL SEPARATION DISTANCE OF 18-INCHES BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF THE SEWER. IF 18-INCHES OF VERTICAL SEPARATION CANNOT BE OBTAINED, THE FOLLOWING MUST BE DONE PER MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY STANDARDS (DEQ-1, 8.8.3): 1.VERTICAL SEPARATION AT CROSSINGS MUST BE AT LEAST 6-INCHES; 2.SEWERS MUST BE CONSTRUCTED OF SLIP-ON OR MECHANICAL JOINT PIPE COMPLYING WITH MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY PUBLICi WATER SUPPLY DESIGN STANDARDS AND BE PRESSURE TESTED TO A MINIMUM OF 150 PSI TO ASSUME WATERTIGHTNESS; 3.AT CROSSINGS, ONE STANDARD LENGTH OF NEW PIPE MUST BE CENTERED AT APPROXIMATELY A 90-DEGREE ANGLE IN RESPECT TO THE EXISTING PIPE; 4.SEWER SERVICES UTILIZING IN-LINE FITTINGS AND EXTENDING TO PROPERTY LINES, OR BEYOND, MUST BE INSTALLED AND TESTED WITHIN 10-FEET OF THE CROSSING. SADDLES ARE NOT ACCEPTABLE; AND 5.EITHER THE WATER OR SEWER MAIN MUST BE ENCASED IN A WATERTIGHT CARRIER PIPE WHICH EXTENDS 10-FEET ON BOTH SIDES OF THE CROSSING OR RECORD THE MAINS MUST BE ENCASED IN A MINIMUM OF 6-INCHES OF PLOWABLE FILL FOR A MINIMUM OF 10-FEET EACH SIDE OF THE CROSSING PIPES. IF THE DIRAWING MINIMUM SIX-INCH SEPARATION IS NOT VIABLE, THE WATER LINE MUST BE RELOCATED AND VERTICAL SEPARATION AT CROSSINGS BETWEEN WATER AND SEWER MAINS MUST BE AT LEAST 18-INCHES. i NO. REVISIONS DRAWN BY DATE 0 10 20 30 PROJECT #:14-167.10 "T q"A NORTH PARK DEVELOPMENT - PHASE 1 DESIGN SHEET 32 DISCOVERY DRIVE DATE: 07/17/2024 C3"5 j� �7 BOZEMAN,MT 59718 Civil Engineering SCALE (FEET) * ��R-Y � SANITARY SEWER EXTENSIONS CROSS-SECTIONS�'S�'�`I®AEI S 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 = -alliedengineeringm Land Surveying EN6INEERIN6 �Ss'°E"�`°E�� BOZ MAN,M®NTANA s src NORTH]PARK DESIGN DESIGNED BY: RSR,BDA,ASG REVIEWED BY: RSR A °'........°`y9•�o SS EXTENSION X-SECS 0 � l\ / A D f'1 r, — I o / A;� -� I III � I III I PHASE 1 BOUNDARY I Ex.LOT o 320 l:SUB. suB.moo.,�20 (NOT THIS PROJECT) I I I I tp I C4.2 ,--_ —�_ / L _—JI Ij ��-.� III — — — — ----� -------cn m — i EX.LEASE AREA ,'TRACT I" (NOT THIS PROJECT) _�.LEASE AREA ❑❑❑ "TRACT (NOT THIS PROJECT) ('4o5 ONLY WATER MAIN EXTENS N ALONG 1 C FLORA LANE AS PART OF HASE 1 i NOTES: ALL WATER MAINS SHALL BE 8—INCH OR 12—INCH (AS INDICATED), CLASS 51, AWWA C151 DUCTILE IRON PIPE. INSTALL �,y tL AVE. DETECTABLE WARNING TAPE OVER ALL MAINS. N.7th VE M _ - ALL WATER SERVICE STUBS SHALL BE 1—INCH COPPER, TYPE K, ANNEALED, MEETING AWWA C800. END OF SERVICE STUBS AT CURB STOP SHALL HAVE MAXIMUM OF 7.5—ft COVER 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. 31 SEE SHEET CO.4 FOR FIRE HYDRANT TABLE. REFER TO SPECIFICATIONS FOR JOINT RESTRAINT TABLE. 3 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 STANDARDS AND INSTALLED IN ACCORDANCE WITH COB STD. DWG. 02660-4. RJl.�-v COR , REFER TO SPECIAL PROVISIONS FOR INFORMATION RELATED TO CONNECTIONS TO AND CONTROL OF EXISTING WATER MAINS. DR�`��1.J1 THE CONTRACTOR SHALL FIELD VERIFY THE EXISTING ELEVATION FOR ALL CONNECTIONS TO EXISTING MAINS. d �` 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 58' 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 0 250 500 750 �7 �? �? �7 PROJECT g:14-167.10 "T A"A NORTH HI PARK DEVELOPMENT e PHASE 1 DESIGN sx��T 32 DISCOVERY DRIVE DATE: 07/17/2024 C4a® �]�, �[' BOZEMAN,MT 59718 Civil Engineering SCALE (FEET) * ��—Ev� V V'��JLe4 �� ®�4��i �°��4�'�` �� PHONE(406)582-0221 Geotechnical Engineering SHEET INDEX FAX(406)582-5770 ALLIED PROJECT ENGINEER: RSR DRAWN BY: EVR, ET Ho.<0"6 PE = —.alliedengineeringmc Land Surveying ENGINEERING I BOZEMAN,M ONTANA 8 erc NORTH]PARK DESIGN DESIGNED BY: RSR,BDA,ASG REVIEWED BY: RSR A °'�e.sea,o�e°y9•�o WATER P&P SHEET INDEX NOTES: U ALL WATER MAINS SHALL BE CLASS 51, AWWWA C151 DUCTILE IRON PIPE. I 8" DI GATE VALVE, MJ 41.8' of 8" DIA. DI CLASS 51 WATER MAIN ALL PIPE BEDDING SHALL BE TYPE 1 IN ACCORDANCE WITH COB STD DWG. 02221-1. I I STA: 11+89.95 EXTENSION WITH 8" DI END CAP & OFFSET: 13.38 L BLOWOFF PER COB STD DWG 02660-7 ALL WATER MAINS ARE WITHIN PLANNED PAVED SECTION; THUS ALL TRENCH BACKFILL SHALL BE TYPE I INV: 4707.17 12" DI 45' VERTICAL BEND, MJ A. I I I 12" DI 11.25' BEND, MJ STA: 11+96.73 -- I STA: 11+78.36 OFFSET: 7.1 L SEE SHEET C0.4 FOR HYDRANT TABLE. OFFSET: 8.9 L REMOVE EXISTING HYDRANT 43.0' of 8" DIA. DI CLASS 51 WATER MAIN 12" X 8" DI CROSS, MJ ARROW BOLT ALL THRUST BLOCKING SHALL BE IN ACCORDANCE WITH COB STANDARD DRAWING 02660-1 AND EXTENSION WITH 8" DI END CAP & STA: 8+10,49, OFF: 5.71E 12' DI 45° VERTICAL BEND, MJ - , MUELLER SC-250 FIRE HYDRANT ELEV 4718.32 02660-3. � I I BLOWOFF PER COB STD DWG 02660-7 STA: 11+73.03 - -_BURY DEPTH: 6.49' *INSULATE - - OFFSET: 8.17 L_- 1 � INV= 4712.04 MUELLER SC-250 FIRE HYDRANT STA: 12+12.66 ALL FIRE HYDRANTS SHALL BE MUELLER SUPER CENTURION 250 OR WATEROUS 5 "' PACER MODEL INV: 4707.00 OFFSET: 27.0 L - - - - i BURY DEPTH: 6.7=ARROWBOLT HYDRANTS PER COB STANDARDS AND INSTALLED IN ACCORDANCE WITH COB STD. DWG. 02660-4. 8" DI 45' VERTICAL BEND, MJ STA: 8+50.00 20.5' of6" IA. DI CLASS 1 O 0.00% & 8" DI GATE VALVE MJ OFFSET: 27.0 L '�12" DI GATE VALVE, MJ CONTRACTOR TO VERIFY ALL CONNECTIONS TO EXISTING WATER MAIN. I STA: 8+10.49, OFF: 11.96L �� STA: 11+65.33 HYDRANT LEAD INSULATED 21.3' of 6" DIA. DI CLASS 51 ®0.00% OFFSET: 7.3 L u A INSTALL INSULATION ABOVE ALL WATER MAIN AT ALL STORM DRAIN CROSSINGS, ALL UTILITY CULVERT 8" DI 45' VERTICAL BEND, MJ � STA: 8+10.49, OFF: 9.27L 12" DI GATE VALVE, MJ BELL RESTRAINT HARNESSES INSTALLED CROSSINGS, SANITARY SEWER PIPE CROSSINGS, AND AT ALL LOCATIONS WHERE BURY DEPTH IS LESS 1 2 0 THAN 6.5-FT, TYP. 44.7' of 8" DIA. DI CLASS 51 WATER MAIN , STA: 8+55.04, OFF: 5.75E EXTENSION WITH 8 DI END CAP & 12" DI 45' VERTICAL BEND, MJ 0 0 AT EACH OF THE NEXT 3 EXISTING JOINTS BLOWOFF PER COB STD DWG C2660-7 STA: 7+94.49, OFF: 5.75E / 12" DI GATE VALVE, MJ PROPOSED UNIONS ANTICIPATED AT LOCATIONS WHERE EXISTING WATER MAIN IS MODIFIED. FINAL �\'�� CONFIGURATION TO BE DETERMINED. INV= 4715.30 1 12" DI 45' VERTICAL BEND, MJ h/ STA: 12+17.37 x STA: 7+91.49, OFF: 5.74E-' �j o OFFSET: 6.5 L - - - - MUELLER SC-250 FIRE HYDRANT ��- TD o - - - -_----_- - - EA_- i �-h ~ 12"x12"x6" DI HYDRANT TEE, MJ- 8" DI 45' VERTICAL BEND, MJ BURY DEPTH: 8.00== 47L2�4.10 12" DI GATE VALVE,MJ `9 -__. - BELL RESTRAINT HARNESSES - STA: 12+12.44 STA: 4+50.00STA: 7+86.49, OFF: 5.74L o INSTALLED AT EACH OF THE & 8" DI GATE VALVE, MJ OFFSET; 27.0 L / o NEXT 3 EXISTING JOINTS OFFSET: 6.5 L STA: 4+10.03, OFF: 10.54E i a 8' DI 45' VERTICAL BEND, MJ I I• / 12" DI SOLID SLEEVE COUPLER (UNION) _ 12' X 6' DI HYDRANT-TEE, MJ--- N (� 21.6' of 6" DIA. DI CLASS 51 6-0.51% o STA: 8+50.00, OFF: 5.74L 12%8' DI CROSS, MJ STA: 4+10.32, OFF: 7.36E i 1 12" DI 45' VERTICAL BEND, MJ STA: 11+89.47 STA: 11+70.19 H r 12" X 8" DI CROSS, MJ __ ��' OFFSET: 7.7 L U� --_- SEE ELECTRICAL PLANS- STA: 4+10+59, OFF: 4.32L r �/' o0 12" DI SOLID SLEEVE COUPLER UNION ,r H OFFSET: 7.83 L -- ---------- --- } \-i INV: 4709.94 8' DI GATE VALVE, MJ W 12" DI 45' VERTICAL BEND, MJ STA: 11+89.01 12" DI 45' VERTICAL BEND SLIGHTLY ROLLED, MJ / oo \ J STA: 8+18.95, OFF 5.72E OFFSET: 242 Li�y STA: 3+95.93, OFF: 2.70L v, /I� �-' 1 INV: 4707.17 fn 00 BELL RESTRAINT HARNESSES INSTALLED AT 12" DI 45' VERTICAL BEND, MJ BELL RESTRAINT HARNESS INSTALLED EXISTING JOINT '°C'' oo EACH OF THE NEXT 3 EXISTING JOINTS 20 STA: 8+15+49, OFF: 5.72E 57.7' of 8" DIA. DI CLASS 51 WATER MAIN o a EXTENSION WITH 8" DI END CAP & - - 12" DI GATE VALVE, MJ 31.7 8" DI GATE VALVE, MJ BLOWOFF PER COB STD DWG 02660-7 00 0o BELL RESTRAINT HARNESSES INSTALLED AT oo STA: 4+55.04, OFF: 5.45L- STA: 8+10.49, OFF: 1.04R INV= 4706.92 EACH OF THE NEXT 3 EXISTING JOINTS O 12" X 6' DI HYDRANT TEE, MJ 54.0' of 8" DIA. DI CLASS 51 WATER MAIN PRV VAULT, SEE PHASE 1.5 RECORD DRAWINGS STA: 4+50.00, OFF: 5.45E EXTENSION WITH 8" DI END CAP & 1p< 12" DI SOLID SLEEVE COUPLER (UNION) BLOWOFF PER COB STD DWG 02660-7 \ INV= 4709.05 12" DI GATE VALVE, MJ L �®�� STA: 0 3+90.22, OFF: 4.54E of 12" DI 45' RTI AL D SLI FLY 0 ED, 12" DI 45' VERTICAL BEND, MJ ��}� }� Rgy��/fV STA: 3+92.24, OFF: 4.32E STA: 4+15.65, OFF: 4.72E JIF1K�1d/��\1\\V/\\\1/ AA I�lJJ� 8" DI GATE VALVE, MJ 112" DI 45' VERTICAL BEND, MJ STA: 4+11.22, OFF: 2.91R STA: 4+13.12, OFF: 4.53L� STORM RME DRAINAGE 52.3' of 8" DIA. DI CLASS 51 WATER MAIN 1 EX. STRUCTURE NT x EXTENSION WITH 8" DI END CAP & BLOWOFF PER COB STD DWG 02660-7 PLAN VIEW-WHEAT DRIVE WATER(STA:0+00.00-STA 14+00.00) 473 4735 N r MANDEVILLE LANE PROPOSED WHEAT DRIVE + 60' WIDE R/W OL FINISHED GRADE 12" DI 45' VERTICAL BEND, MJ o 473 STA. 4+15.65 730 GRADE BREAK STA = 0+34.66 PRE-DISTURBANCE EXISTING INV = 1;111.12 4714.87 REMOVE EXISTING WATER MAIN ELEV = 4727.20 & REPLACE WITH NEW PIPE GROUND SURFACE MUELLER SC - 250 FIRE HYDRANT MUELLER SC - 250 FIRE HYDRAN AND FITTINGS AS SHOWN STA. 4+50.00 Y 1 '0I -L21% GRADE BREAK STA = 2+58.99 NV = "' SIN 4714.78 STA. 8+50.00 INSTALL INSULATION ABOVE WATER MAIN AT ALL F ELEV = 4724.49 INV = 41N 4712.63 STORM DRAINAGE PIPE CROSSINGS, SANITARY SEWER 725 472 CE OF MANDEVILLE - _ _ _ TOP=4712.78 PIPE CROSSINGS, UTILITY CULVERT CROSSINGS, AND LANE (STA 0+26.59) 12" DI 45' VERTICAL BEND, M STA 8+18.95 AT ALL LOCATIONS WHERE BURY DEPTH IS LESS 12" X 8" DI CROSS, MJ . 29.0` of 12" DIA. DI CLASS 51 ®.0.00% THAN 6.5-FT, TYP. STA. 11+89.47 12' DI GATE VALVE, M 0,'7%_ INV = 1712.69 4712.32 INSULATION I EX. t175.6' of 12" DIA. TOP=4715.50 _ TOP=4713.39 " `'' INSTALLED INV = 4�BB&(12") 4707.35 � DI CLASS 51 O t1.66% STA. or-o6 3+90.22 - - 472 EX. 1190.0' of 12" DIA. INV = �4 4715.84 12 DI GATE VALVE, MJ EX. f300.0' of 12" DIA. MUELLER SC - 250 FIRE HYDRANT 720 3 DI CLASS 51 @ f0.69% STA. 4+55.04 [DI CLASS 51 0 t0.25% TOP=4714.18 - - - _ STA. 12+12.66 _ TOP=4716.91 INV = 4715 IN 4714.43 31.0' of 12" DIA. DI CLASS 51 @ 0.00% INV = 4709.71 IN 12" DI 45' VERTICAL BEND, MJ -�.169 TOP=4709.69 -- PR V VAULT, SEE PHASE 1.5 RECORD DRAWINGS EX. t110.5' of 12" DIA. STA. 7+91.49 12" DI.SOLID SLEEVE COUPLER (UNION) €i 471 DI CLASS 51 f2.40% INV = "�3& 4713.11 TOP=4710.72 12" DI GATE VALVE, MJ 715 12" DI 45' VERTICAL BEND SLIGHTLY ROLLED, MJ TOP=4709.6 STA. 8+55.04 12" X 6" DI HYDRANT TEE, MJ STA. 3+92.24 12" X 6" DI HYDRANT TEE, MJ INV = "ems IN 4712.29 EX. t368.0' of 12" DIA. STA. 12+12.44 INV = 4715.84 STA. 4+50.00 12" DI GATE VALVE, MJ DI CLASS 51 O t0.70% INV = q-89.16(12")4708.79 3 INV = 171617 6" 4714.67 STA. 7+86.49 _ 12" DI SOLID SLEEVE COUPLER UNION INV =-471336 4713.11 77 12" DI GATE VALVE, MJ (UNION) 3.5' of 1 DI DI CLASS 51 0-98.80% 12' X 6' DI HYDRANT TEE, MJ 12" DI GATE VALVE, MJ 471 12" DI 45' VERTICAL BEND, MJ STA. 8+50.00 STA. 12+17.37 710 12" DI 45' VERTICAL BEND, MJ STA. 11+65.33 INV = 4-709.46 4708.79 12" DI 45' VERTICAL BEND SLIGHTLY ROLLED, MJ STA. 4+13.12 STA. 7+94.49 INV =-4rrrvv 12") 4712.33 INV = +,__4 IN 4709.65 STA. 3+95.93 INV - 4711.9 INV=>17eg.223 4708.57 INV = . � 4712.26 12"DI 45' VERTICAL BEND, MJ 12" DI 45' VERTICAL BEND, MJ 1 X 8' DI RO S, M 12 X 8" 1 CROSS, M STA. 8+15.49 12" DI 45' VERTICAL BEND, MJ STA. 11+94.33 TOP=4713.33 STA. 4+10.59 STA. 8+10.49 INV = 4709.25 4708.57 STA. 11+73.03 INV = 4787.98 4707.35 4705 NV = q71-2.12 (12") 4711+71 INV = 4769.46(12") 4708.57 INV = 4787.68 4706.26 4705 prn µoJ ap0 FNr ^N^Nn N^Nr N^Nr �NNn Nr 0Nn Nr N^Nn �Nn N^ Nn Nr N^Nr NNn Nr MNn Nr '0' �Nr Nn Nr N^Nr ��Nn Nr 0NnNr N � � ^ M� � N O r`rn N o oO ocD o O TOP=4707.33 OMED N N a �N Nu a �- M Mr Mr NN do �o Oo o� ro p6 ^ ^r r ^r co 0 0 0 0 0 0 0 0 0 0 0 0 0 o o o o o o o o o 0 0 o o o o o O N O N o N o N O N O I O I O N O N O I + + + + + + + + + + + + + + + + + + + + + + + + + ++ O N N + ++ ++ o O N N M M of 0I m PROFILE VIEW-WHEAT DRIVE WATER(STA:0+00.00-STA: 14+00.00) NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE FEET VERTICAL SCALE FEET ONT'1 PROJECT #:14-167.10 SHEET 0 50 100 0 5 10 vD n'q }>aT®lfD'li'lf lT ' ARK D VELOP�/�Ej T�YT - 1TDlf lT A S�['q `� ID�[�'q SIGN 32 DISCOVERY DRIVE DATE: 07/17/2024 ��" NORTH JC4 JL JC11 .0 DEVELOPMENT A PHASE��.e .L DESIGN v" BOZEMAN,MT 59718 Civil Engineering * RDRY RoMEY WHEAT DRIVE WATER PLAN & PROFILE PHONE(406)582-0221 Geotechnical Engineering PLAN & PROFILE FAX(406)582-5770 ALL PROJECT ENGINEER: RSR DRAWN BY: EVR, EJF H".<0"6 PE = w alliedengineering.00m Land Surveying EN6INEERIN6 F�;- BOZEMAN,MONTANA w®IIFTH PARS II�ESIIGIOT DESIGNED BY: RSR,BDA,ASG REVIEWED BY: RSR A °%"e,sep,"fie°�'"�" WHEAT DRIVE WATER P&P I I ' I I I ]P TASE ll I P H[AS]E 2 8" DI GATE VALVE, MJ I (SEE SHEET C4.4) I I--PHASE BOUNDARY 12" DI 45° VERTICAL BEND, MJ I 12" DI 45° VERTICAL BEND, MJ RECORD STA 15+54.58 I STA OFFSET: 6.6 L I OFFSET:T: 6.6 6.6 L L ��1<y�}�y�j^N 12" DI 45° VERTICAL BEND, MJ 12" X 8" DI CROSS, MJ \\V/\\V/ �\\Yll��,11)R STA: T: 6.6* 7 STA: T: 6.6 L OFFSET: 6.6 L OFFSET: 6.6 L 12" DI GATE VALVE, MJ I 12" DI GATE VALVE, MJ STA: 15+49.07 STA: 16+09.28 ________ ______OFFSET_6.6 L OFFSET: 6.6 L r--1 -------------------------------- - BELL RESTRAINT HARNESSES INSTALLED AT EACH OF THE NEXT 3 EXISTING JOINTS BELL RESTRAINT HARNESSES INSTALLED AT EACH OF THE NEXT 3 EXISTING JOINTS 4 N ---o-- -'WH ATDRIVE -+- 0 0 0 0 0 0 0 12" DI SOLID SLEEVE COUPLER (UNION) ----------- --- 12" DI 45° VERTICAL BEND, MJ SEE ELECTRICAL PLANS -- _------ � MUELLER SC-250 FIRE HYDRANT STA: 15+87.04 BURY DEPTH: 10.28' OFFSET: 6.6 L (SEE SHEET C4.3) I NOTES: 8" DI GATE VALVE, MJ ALL WATER MAINS SHALL BE CLASS 51, AWWWA C151 DUCTILE IRON PIPE. " ARROW BOLT (SEE SHEET C4.4) U V ELEV- 4714.72 I ALL PIPE BEDDING SHALL BE TYPE 1 IN ACCORDANCE WITH COB STD DWG. 02221-1. F° ALL WATER MAINS ARE WITHIN PLANNED PAVED SECTION; THUS ALL TRENCH BACKFILL SHALL BE TYPE w w l A. 07 I SEE SHEET C0.4 FOR HYDRANT TABLE. a ALL THRUST BLOCKING SHALL BE IN ACCORDANCE WITH COB STANDARD DRAWING 02660-1 AND r 02660-3. ALL FIRE HYDRANTS SHALL BE MUELLER SUPER CENTURION 250 OR WATEROUS 5 �" PACER MODEL PLAN VIEW e WHEAT DRIVE WATER(STA:14+00.00-STA 20+00.00) HYDRANTS PER COB STANDARDS AND INSTALLED IN ACCORDANCE WITH COB STD. DWG. 02660-4. 472 720 CONTRACTOR TO VERIFY ALL CONNECTIONS TO EXISTING WATER MAIN. Y CULTIVAR a PHASE BOUNDARY INSTALL INSULATION ABOVE ALL WATER MAIN AT ALL STORM DRAIN CROSSINGS, ALL UTILITY CULVERT 60' WIDE m CROSSINGS, SANITARY SEWER PIPE CROSSINGS, AND AT ALL LOCATIONS WHERE BURY DEPTH IS LESS CL OF CULTIVAR R/W I o II GROUND SUR PRE-DISTUNbANUt EXISTING THAN 6.5-FT, TYP. 471 (STA 15+79+28) _ (5) 12„ & (1) 15„ 715 -1.16, PROPOSED 12" A-2000 PVC W SULATION ABOVE - UTILITY CULVERT, TYP. PROPOSED WHEAT DRIVE E AT ALL STORM PIPE CROSSINGS, CL FINISHED GRADE UTILITY CULVERT 471 -0.90 710 S, ALL SANITARY TOP=4706.60 I 12" DI 45' VERTICAL BE MJ LINE CROSSINGS, I STA. 145' ER -AND ALL LOCATIONS STA. sm = 4787. 4 BURY DEPTH IS 1.6 58 AN 6.5-FT, TYP. TOP=4706.01 470 705 12"DI 45' VERTICAL BEND, MJ STA. 15+52.07 12" DI GATE VALVE, MJ INV = 4705.33 STA. 16+09.28 12" DI GATE VALVE, MJJ I INV - 4704.5Q IN 4704.85 470 STA. 15+49.07 4700 INV = 705+33 4705.53 12" DI SOLID SLEEVE COUPLER (UNION) 3.5' of 12" DIA. DI CLASS 51 O -100.00% 12" X 8 DI CROSS, MJ 12" DI 45' VERTICAL BEND, MJ STA. 15+90.28 STA. 15+54.58 INV =4704.58(12") 4704.77 _ 469 INV = 1792.82 4702.17 PHASE SR 2 695 3 REMOVE EXISTING WATER MAIN 2.5' of 12" DIA. DI CLASS 51 0 100.00% a'� - & REPLACE WITH NEW PIPE 12" DI 45�EB AND FITTINGS AS SHOWN STA. 15+469 INV a� 690 TOP=4703.38 30.7' of 12" DIA. DI CLASS 51 @ 0.00% 3 468 685 468 680 Nto nm �M I� MM LO N� nr N� r`� Nr �N �t0 N <O O N O M M O < O N 7� M"� MM NN �N O� O� m ago, Olxp c6p c6p h r r ^r nr nr ^r ^r Ortl Or Or Or O^ 0 0 0 0 0 0 0 0 0 0 0 0 0 a a in in <o <o n n ro ro rn rn o N PROFILE VIEW-WHEAT DRIVE WATER(STA:14+00.00 STA,20+00.00) NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE FEET VERTICAL SCALE FEET ONT'1 PROJECT #:14-167.10 SHEET 0 50 100 0 5 10 vD n'q R.Y®lf9'R'lf lT ' ARK DEVELOPMENT - 1TDlf lT PHASE `� DESIGN 32 DISCOVERY DRIVE DATE: 07/17/2024 C4"2 NORTH JJLL �C11 C C C 1d 1 �e L �e d BOZEMAN,MT59718 Civil Engineering * °ROMErRY WHEAT DRIVE WATER PLAN & PROFILE PHONE(406)582-022, Geotechnical Engineering PLAN & PROFILE FAX(406)582-5770 ALLIED PROJECT ENGINEER: RSR DRAWN BY: EVR, ELF Ho.<0"6 PE = -alliedengineering.00m Land Surveying E6N6INEERIN6 �Ss'°E"�E°E�� BOZE'MAN,MONTANA a erc NORTH PARK DESIGN DESIGNED BY: RSR,BDA,ASG REVIEWED BY: RSR A One DRAWN WHEAT DRIVE WATER P&P I II' 8" DIA. DI CLASS 51 WATER MAIN U U EXTENSION WITH 8" DI END CAP (~BLOWOFF PER COB STD DWG 02660-7 MUELLER SC-250 FIRE HYDRANT 31.50' of 6" DIA. DI 8" DIA. DI CLASS 51 WATER MAIN URY DEPTH: 10.28' W W CLASS 51 0.00% I I TOP WM EXT. = 4706.73 I I w(� < EXTENSION WITH 8" DI END CAP 8" DI GATE VALVE, MJ ARROW BOLT STA: 13+37.52 �+x 8" X 6" DI HYDRANT TEE, MJ BLOWOFF PER COB STD DWG 02660-7 STA: 11+92.63 ELEV= 4714.72 FFSET: 20.5 L STA: 13+37.51 .� 8" DI CROSS, MJ I OFFSET: 10.7 R OFFSET: 37. R STA: 9+11.00 I 8" DI GATE VALVE, MJ 8" DI GATE VALVE, MJ ®� 8" : GATE VALVE, MJ 11.25' DI BEND, MJ 44.23' of 8" DIA. DI OFFSET: 11.0 R STA: 11+98.10 STA: 511.0 R ® 45° DI BEND, MJ STA: 9+11.00 STA. 11+87.46 CLASS 51 Q 0.00% I I LOT 7Ay GORDON OFFSET: 11.0 R 8" DI GATE VALVE, MJ OFFSET: 8.4 R Ili STA. 6+24.86 OFFSET: 8.5 R OFFSET: 10.22' R M[ANI9EVdLLE STATE SCHOOL OFFSET: 11.00' R STA: 9+11.00 I SECTION SUEHdVdsd®� OFFSET: 13.5 R 8" DI GATE VALVE, MJ _8" DI GATE VALVE, MJ STA. 9+16.00 TOP WM EXT. = 4703.31 a N 45'STA+DI BEND MJ STA: 9+06.00 EET _ �\ 8" DI GA STAV ,5+76.72 OFFSET: 111+00' R OFFSET: DI BEND, MJ CULTw x�� 0 - - - - - - 0 e o 0 o g o OFFSET: 11.0 R STA. 8+89.05 O p o OFFSET: 11.00' R \ 0 8" DI GATE VALVE, MJ 333.09' of 8" DIA. 1 STA: 13+40 R DI ® -0.20%8" DI GATE VALVE, MJ OFFSET: 11.0 R \ o \ o -+ o - -_ _- -___1__ STA: 11+97.92 8" DI CROSS, MJ 8" DI GATE VALVE, MJ OFFSET: 13.4 R STA: 11+98.01 STA: 14+32.51 e o 45' DI BEND, MJ OFFSET: 10.9 R a OFFSET: 11.0 R _ STA. 10+17.51 45'DI BEND, MJ I..I TOP WM EXT= 4706.73 12"x8" DI CROSS, MJ OFFSET: 11.00' R STA. 13+86.73 �+ STA: 13+94.00 Il� \ 11.25' DI BEND, MJ 8" X 6" DI HYDRANT TEE, MJ STA. 8+21.66 45° DI BEND, MJ OFFSET: 11.00' R 45' DI BEND, MJ OFFSET: 11.0 R STA: 5+81.72 OFFSET: 11.99' R STA. 8+95.05 STA. 10+14.00 45' DI BEND, MJ o o OFFSET: 11.0 R STA. 13+89.00 �0 o 1� 8" DI GATE VALVE, MJ OFFSET: 11.00' R OFFSET: 11.00' R W io 9.51' of 6" DIA. DI STA: 6+51.76 OFFSET: 11.00' R \ 8" : 6" DI HYDRANT TEE, MJ �i I CLASS 51 ®0.00% OFFSET: 11.0 R 8" DIA. I CLASS 51 WATER MAIN 8" DIA. DI CLASS 51 WATER MAIN EXTENSION WITH 8" DI END CAP STA: 9: 11.00 MUELLER SC-250 FIRE HYDRANT 8" DI CROSS, MJ BLOWOFF PER COB STD DWG 02660-7 OFFSET' 11.0 R EXTENSION WITH 8" DI END CAP 1 )ip BURY DEPTH: 8.04' STA: 6+33.08 II' BLOWOFF PER COB STD DWG 02660-7 ARROW BOLT MUELLER SC DEPTH: 10. FIRE HYDRANT III \ \ \ \\ ELEV= 4732.70 STA: 520.5 R OFFSET: 11.0 R �d7LAs� c 9.50' of 6" DIA. DI BURY DEPTH: 10.51' d7L I o OFFSET: 20.5 R �]�j[AS]E CLASS 51 ®0,00% STA: 9+50.00 ARROW BOLT 1 I Ao\� ��\ a\ �\ SEE ELECTRICAL PLANS I III I III I OFFSET:1120.S R ELEV= 4718.71 III NOTES: PLAN VIEW-CULTIVAR WATER(STA:0+00.00-STA 14+50.00) ALL WATER MAINS SHALL BE CLASS 51, AWWWA PROPOSED CULTIVAR ST C151 DUCTILE IRON PIPE. � FINISHED GRADE GL OF FLORA LN ALL PIPE BEDDING SHALL BE TYPE 1 IN 473 PRE-DISTURBANCE EXISTING MUELLER SC-250 FIRE HYDRANT FLON A (STA 6+21.73) ,..... ACCORDANCE WITH COB STD DWG. 02221-1. GROUND SURFACE STA. 5+81.72 60' VERIFY GAS CROSSING INV = 4722.60 IN WIDE �p i/'q ALL WATER MAINS ARE WITHIN PLANNED PAVED ��'11--qq.�i(\/\�/'. MJ SECTION; THUS ALL TRENCH BACKFILL SHALL BE - R/W TYPE A. � ti SEE SHEET CO.4 FOR HYDRANT TABLE. 473 \ - 7WHEAT DRIVE 730 \ / \ 90' WIDE ALL THRUST BLOCKING SHALL BE IN ACCORDANCE R/W WITH COB STANDARD DRAWING 02660-1 AND �- ` TOP EX. 717) 12" STEEL 02660-3. 0 GAS MAIN = 4725.25 ALL FIRE HYDRANTS SHALL BE MUELLER SUPER 472 1.5, \ 1L25' DI BEND, MJ INSTALL INSULATION ABOVE WATER MAIN AT 725 STA. 8^21 z66 ALL STORM DRAINAGE CROSSINGS, UTILITY CENTURION 250 OR WATEROUS 5 �" PACER 8.51' of 8" DIA. DI INV = 52 4713.30 MODEL HYDRANTS PER COB STANDARDS AND 8" DI GATE VALVE, MJ CLASS 51 ® -100.01% CULVERT CROSSINGS, SANITARY SEWER PIPE INSTALLED IN ACCORDANCE WITH COB STD. DWG. STA. 5+76.72 \ 6 .69' of 8" DIA. DI CROSSINGS, AND AT ALL LOCATIONS WHERE 02660-4. INV = 4722.52 171.22' of 8" DIA. DI \ CLASS 51 O 2.21% BURY DEPTH IS LESS THAN 6.5-FT, TYP. 472 CLASS 51 Q 1.74% 720 CONTRACTOR TO VERIFY ALL CONNECTIONS TO 8"X8"X6"S TEE, 72 1 6' 45'DI BEND, MJ EXISTING WATER MAIN. TOP OF PIPE ELEVATIONS: +81.72 \ STA. 8+89.05 MUELLER SC-250 FIRE HYDRANT ct (8") NV = m2.8e STA. 9+50.00 ( A WHEAT 0)49 4712.02 INV = g4GG..98 4706.00 MUELLER SC-250 FIRE HYDRANT (STA 93+87.40)INSTALL INSULATON ABOVE ALL WATER MAIN ATTOP ®12+87=4703.13 STA. 13+37.52ALL STORM DRAIN CROSSINGS, ALL UTILITY TOP ®12+37=4703.22 ALVE, MJ 45° DI BEND, MJ INV = 4702.57 INCULVERT CROSSINGS, SANITARY SEWER PIPE 471 TOP ®11+72=4703.295+91.72 715 CROSSINGS, AND AT ALL LOCATIONS WHERE BURY TOP ®11+25=4703.21 �� g" DI GATE VALVE, MJ \ INV = 17eS...Ge 4705.94 DEPTH IS LESS THAN 6.5-FT, TYP. TOP ®11+00=4703.23 4722.4g 12" X 8" DI CROSS, MJ TOP ®10+50=4703.25 STA. 6+51.76 \ - - - STA. 13+94.00 TOP ®10+00=4705.94 of 8" DIA. DI INV = ^moo 4716.51INV =-+GBH-56(12") TOP ®9+50=4705.96 S 51 O 0.00% 18.6 of ' DIA. DI7 4704.77 471 TOP ®9+00=470j CLASS 51 O 0.00% TOP ®8+50=471 45' DI BEND, MJ 8.49' of 8" DIA. DI - 4.97' of-8" DIA. DI 6.5-FT pou000 TOP ®8+00=47, STA. 6+24.86 8"x8" DI CROSS, MJ CLASS 51 ®100.00% 3400' of 8" DIA. DI CLASS 51 @ 100,00% BURY 8" DI GATE VALVE, MJ TOP ®7+50=471 INV = 4722.52 STA. 6+33.08 45' DI BEND, MJ 2.1 CLASS 51 0.00% (MIN) STA. 14+32.51 TOP ®7+00=471 STA. 8+95.05 TOP ®6+50=471 45'DI BEND, MJ INV --4766-664705.86470 168.84' of 8" DIA. DI 139.11' of 8" DIA. DI 705 TOP ®6+00=472 STA. 6+30.88 10.95' of 8" DIA. DI INV = 4716.50 CLASS 51 @ 0.00% 1,8' CLASS 51 ®0.00% CLASS 51 O -0.00% 2' 3 8" DI GATE VALVE, MJ 38.51' of 8" DIA. DI STA. 9+06.00 45' DI BEND, MJ 8"X8"X6" DI HYDRANT TEE, MJ CLASS 51 @-0,00% o INV =9+06-. 9 STA. 10+17.51 STA. 13+37.51 470 4705.86 INV = 47G,.49 INV = 47G2.19 (8") 700 64.00' of 8" DIA. DI 11.25' DI BEND, MJ 4702.38 8" DI CROSS, MJ CLASS 51 ®0.00% STA. ATE 11+87.46 8" DI GATE MJ 45' DI BEND, MJ STA: 9+11.00 INV - 1792A9 4702.56 STA. 13+4 .51 STA. 13+89.00 3 NV = 4766-:00 4705.86 INV 4702.38 INV = 4704.75 _ 8" DI GATE VALVE, MJ I 469 8" DI GATE VALVE, MJ STA. 11+92.63 4. 3 0 8 A. 4695 STA. 9+16.00 INV = "�94702.58 CLASS 51 0.00% u 8" DI CROSS, MJ 3.20' of 8" DIA. DI 8"X8"X6" DI HYDRANT TEE, MJ 8' DI GATE VALVE, MJ STA. 11+98.01 45' DI BEND, MJ STA. 13+86.73 CLASS 51 O 100.00% STA. 9+50.00 STA. 11+97.92 1 INV = 4 702:494702.58 INV = 4702.49 469 INV =-4766-:06 4705.86 INV = 4792+49 4702.58 690 0o n� n m� rnro o,n n� nm °'rn oN r>rn oN oN 1.-.- 2 �� m om N^'� LO ao rn� �� rn a,n _ �o N� m a �n a n `o o �n�O N •lp O'er Otp 67� �pj �tp aNj Npl �� 7�p M� MO �� nl NN LVNIn In HN1r M'7 I, i7N MN MN NN NN NN NO a a a a a a a a a a v 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 n o o o o o o O o o �n + + + + + + + + + + + + + + + + + + + + + + + + + N n O N N M M PROFILE VIEW-CULTIVAR WATER(STA:2+50.00-STA:14+50.00) NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE FEET VERTICAL SCALE FEET ONTAN PROJECT #:14-167.10 SHEET 1 REVISED WATER ELEV. 6+33 RSR 6 8 2022 0 50 100 0 5 10 e� q l�T®]E�TH PARK DEVELOPMENT /R4J'T�YT - 1TDlf lT A S°lf'q 1 DESIGN 32 DISCOVERY DRIVE DATE: 07/17/2024 4 2 RELOCATED HYDRANT 5+81 RSR 6 21 2022 * RDRY SCo �e sa'uJGA®1 A PHASE JCa BOZEMAN,MT 59718 Civil Engineering PLAN & PROFILE u ROMEY CULTIVAR STREET WATER PLAN & PROFILE PHONE(406)582-0221 Geotechnical Engineering ALLIED FAXeden 5 eering Land Surveying ENGINEERING PROJECT ENGINEER: RSR DRAWN BY: EVR, EJF Ro.w"6 Re = www.alliedengineering.com F��,cER=EI I�OZEl�[A1�,1�I®�TTAI�A .�. NORTH PARK oEsdoN DESIGNED BY: RSR,BDA,ASG REVIEWED BY: RSR A °%"eseR,o�e°y9"yo C1ULTIVAR WATER P&P 8" DIA. DI CLASS 51 WATER MAIN W'W EXTENSION WITH 8" DI END CAP BLOWOFF PER COB STD DWG 02660-7 8" DI GATE VALVE, MJ cn� STA: 17+92.60 8" GATE VALVE, MJ OFFSET: 8.5 R STA:: 18+81.41 TOP=4706.20' OFFSET: 11.0 R D�vC® R D CLASS of 8" DIA. D 8"x8"x6' D HYDRANT TEE, 6MJ 0 IIIEA CLASS 51 @ 0.00% STA: 17+70.60 � - \ OFFSET: 11.0 R / \ DI }A WIN/fV 6 CULTIVAR ST \ o y_ - - 7VA - -8" DI-GATE VALVE, MJ_ 22'8" DI GATVE, MJ STA: 17+65.60STA: 13+42.51 333.09' of 8" DIA. OFFSET: 11.0 R / CD OFFSET: 11.0 R DI @ -0.20% \ _ i8"x8" DI CROSS, MJ O 'f N STA: T: 11+ 60 -y_ 8" DI GATE VALVE, MJ 9.50' of 6" DIA. DI OFFSET: 11.0 R o STA: 14+32.51 CLASS 51 @ 0,00% 0 OFFSET: 11.0 R 8" DI GATE VALVE, MJ 45'DI BEND, MJ tr MUELLER SC-250 FIRE HYDRANT STA: 17+92.60 STA. 13+86.73 12"x8" DI CROSS, MJ BURY DEPTH: 9.79' OFFSET: 13.5 R OFFSET: 11.00' R STA: 13+94.00 ARROW BOLT STA: 17+70.60 8" DIA. DI CLASS 51 WATER MAIN (� OFFSET: 11.0 R ELEV= 4717.38 OFFSET: 20.5 R 45' DI BEND, MJ STA. 13+89.00 EXTENSION WITH 8" DI END CAP BLOWOFF PER COB STD DWG 02660-7 OFFSET: 11.00 R NOTES: ALL WATER MAINS SHALL BE CLASS 51, AWWWA C151 DUCTILE IRON PIPE. ALL PIPE BEDDING SHALL BE TYPE 1 IN 1�A w1� ACCORDANCE WITH COB STD DWG. 02221-1. 1I�]H[ASE JC ALL WATER MAINS ARE WITHIN PLANNED PAVED SECTION; THUS ALL TRENCH BACKFILL SHALL BE TYPE A. SEE SHEET CO.4 FOR HYDRANT TABLE. ALL THRUST BLOCKING SHALL BE IN ACCORDANCE PLAIN VIEW-CULTIVAR WATER(STA: 13+00.00-STA 22+00.00) 0WITH 2 60 COB STANDARD DRAWING 02660-1 AND 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. 472 725 02660-4. CONTRACTOR TO VERIFY ALL CONNECTIONS TO EXISTING WATER MAIN. INSTALL INSULATION ABOVE ALL WATER MAIN AT 472 720 ALL STORM DRAIN CROSSINGS, ALL UTILITY PROPOSED CULTIVAR INSTALL INSULATION ABOVE WATER MAIN AT ALL STORM- CULVERT CROSSINGS, SANITARY SEWER PIPE (5) 12" & (1) 15" CL FINISHED GRADE DRAINAGE CROSSINGS, UTILITY CULVERT CROSSINGS, CROSSINGS, AND AT ALL LOCATIONS WHERE BURY SANITARY SEWER PIPE CROSSINGS, AND AT ALL LOCATIONS DEPTH IS LESS THAN 6.5-FT, TYP. PROPOSED 12" A-2000 PVC PRE-DISTURBANCE EXISTING WHERE BURY DEPTH IS LESS THAN 6.5-FT, TYP. UTILITY CULVERT, TYP. GROUND SURFACE 471 715 45' DI BEND, MJ MUELLER SC-250 FIRE HYDRANT \ 471 4 STA.-13+89.00 6.5-FT STA, 17+70.60 710 INV = 4704.75 MM BURY INV = 4705.48 IN 44.23' of 8" DIA. DI I U w000 (MIN) \ CLASS 51 @ 0.00% I 8LLASOS 51 @ 0.00% \ 5' AN I III 470 8" DI GATE VALVE, MJ - - - - 705 TOP OF PIPE ELEVATIONS: v 333.1' of 8" DIA. DI CLASS 51 @ -0.19% STA. 17+65.60 8" DI GATE VALVE, MJ a 8" X 6" DI HYDRANT TEE, MJ I INV = 4705.40 STA. 18+81.41 TOP ®18+50=4706.18 STA. 13+37.51 2 8" DI GATE VALVE, MJ I INV = 4795.494705.45 TOP ®18+00=4706.13 INV = 4-792-4J(8") STA. 14+32.51 8"x8"x6' DI HYDRANT TEE, MJ 8"x8" DI CROSS, MJ TOP @ 17+50=4706.13 INV = 4704.75 STA. 17+70.60 STA. 17+92.60 TOP @ 17+00=4706.04 4702.38 7 700 TOP @ 16+60=4705.94 38.51' of 8" DIA. DI INV = 4705.40 INV = 4705.40 8" DI GATE VALVE, MJ CLASS 51 @-0.00% TOP @ 16+00-4705.85 v STA. 13+42.51 22.00 of 8" DIA. DI TOP @ 15+50=4705.75 3 INV = 4-reRja 45' DI BEND, MJ CLASS 51 @ 0.00% END OF PROPOSED CULTIVAR ST TOP @ 15+00=4705.65 470238 STA. 13+86.73 'of X 8" DI CROSS, MJ _� TOP @ 14+50-4705.55 INV = 4702.49 IMPROVEMENTS (STA 19+00.00) TOP @ 14+00-4705.50 469 . 13+94.00 695 -*�L 58 (12') TOP ®13+50=4703.22 4704 77 TOP ®13+00=4703.11 3.20' 8" DIA. DI CLASS 51 @ 100+00% 469 690 0na^ n^ n^ nA, 0n Nn nM^ 0n1^ n^ na n^ mnrn 00<o 0 o . Imo^ ^ o^t N N aN N M NN 12^ M^ N L01N '4�2a In_ p 0 W, A n p 0^ 0^ ^ n c 5' n^ n ^0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o o o 0 o o 0 o 0 o 0 o In o In o M M fl fl <p cp h h OJ OJ T T O O N PROFILE VIEW-CULTIVAR WATER(STA:13+00.00-STA:22+00.00) NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE FEET VERTICAL SCALE FEET ONT'1 PROJECT #:14-167.10 SHEET 0 50 100 0 5 10 vD n'q }�T®lfD'II'lf lT ' ARK DEVEL®P}�/�1f�T�YT - PHASE A SE 1 DESIGN 32 DISCOVERY DRIVE DATE: 07/17/2024 C4o4 NORTH JC4 JL JC71 .0 DEVELOPMENT JC JC711'1l�JJCa .i �i.ir�e d v" BOZEMAN,MT 59718 Civil Engineering * °ROMErRY CULTIVAR S�[°']F�EET WATER PLAN & PROFILE PHONE(406)582-022, Geotechnical Engineering PLAN & PROFILE FAX(406)582-5770 ALLI6ED PROJECT ENGINEER: RSR DRAWN BY: EVR, EJF rto.<0"6 PE = -alliedengineering.com Land Surveying EN6INEERIN6 F�;-E�=EE�� BOZEMAN,MONTANA NORTH PARK DESIGN DESIGNED BY: RSR,BDA,ASG REVIEWED BY: RSR A °'�esea,o�e°i'•�o CULTIVAR WATER P&P 9.5' of 6" DIA. DI MUELLER SC-250 FIRE HYDRANT gp ' CLASS 51 O 0.00% BURY DEPTH: 8.15' ARROW BOLT U 8" DI GATE VALVE, MJ STA: 316.4 ELEV= 4734.19 DO ' STA: 3+45.01 OFFSET: 20.4 L OFFSET: 10.9 L 1 PROPOSED UTILITY STUB EASEMENT b 8" DI 22.5' BEND SLIGHTLY ROLLED, MJ 8" DIA. DI CLASS 51 WATER MAIN STA: 2+73.91, OFF: 11.0 L ' EXTENSION WITH 8" DI END CAP 8"x8" DI CROSS, MJ 8" DI 22.5° BEND SLIGHTLY ROLLED, MJ U STA: 2+62.00, OFF: 4.0 L 8" DI GATE VALVE, MJ ' STA: 7+73.60 STA: 4+11.01 7+0 OFFSET: 11.0 L 8" DI GATE VALVE, MJ OFFSET: 13.5 L STA:VALVE, 0 r 8" DI GATE VALVE, MJ 8" DI GATE VALVE, MJ OFFSET: 4.0 L STA: 4+16.01 STA: 7+32.59 I 1 PHASE CONNECT TO EX. WATER MAIN OFFSET: 11.0 L OFFSET: 11.0 L + o - (n - o O O FLORA LANE I ° EX. WATER MAIN o 0 EXISTING 8"x6" DI TEE 0 STA. 2+38.89 8"x8"x6" DI HYDRANT TEE, MJ 8"x8"x8" DI TEE, MJ ------------------ NOTES: OFFSET: -4.0' L STA: 3+50.01 STA: 4+11.01 I s ALL WATER MAINS SHALL BE CLASS 51, AWWWA C151 DUCTILE IRON OFFSET: 10;9 L OFFSET: 11.0 L I END PHASE 1 WATER. INSTALL PIPE. _ END CAP AND BLOW-OFF. PRV VAULT, SEE PHASE 1.5 APPROXIMATE LOCATION OF EXISTING UNDERGROUND GAS LINE CROSSING (f STA 7+44.00). STA. 8+18.00 ALL PIPE BEDDING SHALL BE TYPE 1 IN ACCORDANCE WITH COB STD PLANS FOR RECORD DRAWINGS CONTRACTOR SHALL FIELD VERIFY LOCATION, DEPTH, AND COORDINATE CROSSING WITH APPLICABLE t OFFSET: 11.OL DWG. 02221-1. UTILITY SERVICE PROVIDER & ENGINEER PRIOR TO CONSTRUCTION. CONTRACTOR SHALL TAKE g" DI GATE VALVE, MJ / APPROPRIATE CAUTION WHILE WORKING IN PROXIMITY TO EXISTING UNDERGROUND UTILITIES. STA: 7+92.61 / ALL WATER MAINS ARE WITHIN PLANNED PAVED SECTION; THUS ALL LOT 4,GORDON LOT 5,GORDON \\ ' OFFSET: 11.0 L TRENCH BACKFILL SHALL BE TYPE A. 5 MANDEVILLE MAN➢EVII.I.E LOT 7A,GORDON SEE SHEET COA FOR HYDRANT TABLE. STATE SCHOOL STATE SCHOOL MANDEVILLE 00 STATE SCHOOL GORDON LOT ,I ALL THRUST BLOCKING SHALL BE IN ACCORDANCE WITH COB STANDARD SECTION SECTION L SECTION SUBDIVISION SUB➢IVIHION DRAWING 02660-1 AND 02660-3. MANDEVILLESUBDIVISION ALL FIRE HYDRANTS SHALL BE MUELLER SUPER CENTURION 250 OR SECTION STA"Il'ESCHOOL WATEROUS 5 �" PACER MODEL HYDRANTS PER COB STANDARDS AND I STATE IHIOIY PT: 4+49.89 INSTALLED IN ACCORDANCE WITH COB STD. DWG. 02660-4. EX. LOT LINES CONTRACTOR TO VERIFY ALL CONNECTIONS TO EXISTING WATER MAIN. r� I INSTALL INSULATION ABOVE ALL WATER MAIN AT ALL STORM DRAIN PLAIT VIEW-FLORA WATER(STA:1+00.00 STA 7+73.60) CROSSINGS, ALL UTILITY CULVERT CROSSINGS, SANITARY SEWER PIPE CROSSINGS, AND AT ALL LOCATIONS WHERE BURY DEPTH IS LESS THAN 6.5-FT, TYP. 474 CU LTIVAR 60' WIDE PRE-DISTURBANCE EXISTING ACCESS & UTILITY GROUND SURFACE EASEMENT 474 MUELLER SC-250 FIRE HYDRANT STA. 3+50.0, STA 2+39 INV = 4724.53 IN PROPOSED FLOA LANE TOP=4728.65 CL FINISHED GRADE INSTALL INSULATION ABOVE WATER PIPE AT ALL 473 STA 2+62 STORM DRAINAGE PIPE CROSSINGS, ALL UTILITY PRV VAULT, SEE PHASE 1.5 TOP=4728.38 CULVERT CROSSINGS, ALL SANITARY SEWER PLANS FOR RECORD DRAWINGS TOP ®4+05=4724.73 CROSSINGS, AND AT ALL LOCATIONS WHERE EX. f4.0' of 8" DIA. STA 2+73 BURY DEPTH IS LESS THAN 6.5-FT, TYP. 5-12" & 1-15" PROPOSED DI CLASS 51 ®t0.00% TOP=g725.90 _ _ _ A-2000 PVC UTILITY CULVERTS. 473 EXISTING 8"x6" DI TEE .1 4f .5-FT STA. 2+38.89 INV = ±4727.92 STA 3+50 BURY TOP=4725.18 (MIN) APPROXIMATE LOCATION OF EXISTING UNDERGROUND GAS LINE, SEE NOTES _ TOP=4723.69 ON SHEET C4.1. 472 Lilt TOP=4722.68 8" DI GATE VALVE, MJ STA. 2+40.I90 "FUTURE TOP=4720.55 1.6' CROSSING 8" DI 22.5' BEND SLIGHTLY ROLLED, MJ TOP=4720.09 472 STA. 2+62.00, INV= 4727.651!! STA 6+80 TER 12 13.8' of 8" DIA. DI 8 DI GATE VALVE, MJ TOP=4718.68TOP ®7+32=4717.04 LASS 51 ®17.95% STA 4+1601 INV= �4723.60 8" DI 22.5 BEND SLIGHTLY ROLLED, MJ A'^z' 8" DI GATE VALVE, MJ +32=4717.26 471 STA. 2+73.91, INV = 4725.17 8'x8"x8' DI TEE, MJ STA. 7+32.59 STA. 4+11.01 INV = 4716.50 71.1' of 8" DIA. DI INV =- -�024723.85 END PHASE 1 WATER. INSTALL CLASS 51 0.95% 41.0' of 8" DIA. DI END CAP AND BLOW-OFF. CLASS 51 0 0.00% 1 61.0' of 8" DIA. DI STA. 8+18.00 3 8" DI GATE VALVE, MJ CLASS 51 ® 1.03% 316.6 of 8" DIA. DI SEE CROSSING NOTES IN PLAN VIEW INV =-4716-:6B 4716.31 STA. 3+45.01 CLASS 51 ®2,30% - 471 INV - 4724.49- / I DI CROSS, MJ 8' DI GATE VALVE, MJ 8"x8"x6" DI HYDRANT TEE, MJJ STA: 7+73.60 STA. 7+92.61 . STA. 3+50.01 C47:16.53!INV = INV = e�-1-6-56 4716.31 INV = 4724.45 19.0' of 8" DIA. DI 470 CLASS 51 O 0.00% T oD 7 M I� N m N tp� O ^ O O ^ T M O I� m N <p N O� O O Q� <[ N N M ^ M 01 � N UO N � O7 M M I� N c0 N NNI aM 15N NO NIA r O o �O �pj Ih Nc0 ^Ul ^U M M M M MN N N j�M M M N N N N N ^ ^ Mr Mr Mr r Mr M^ ^ M^ Mr M^ Mr Nr Nr Nr N^ TREE GIRD o o o o o o o o o o o o o o o o o o \�/�\�//y O o �tl o N o �tl o �tl o N o N O N o N DIRA V V IN� + + + + + + + + + + + + + + + + + + N N M M a N N c0 c0 n n OJ W + Ol ;I PROFILE VIEW-FLORA WATER(STA:1+00.00-STA:7+73.60) NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE FEET VERTICAL SCALE FEET ONTAN PROJECT #:14-167.10 SHEET 1 REVISE WATER ELEV. 7+73 RSR 6 8 2022 0 50 100 0 5 10 e� q l�T®]E�TH PARK DEVELOPMENT - 1TDlf lT A S'lf'q 1 DESIGN 32 DISCOVERY DRIVE DATE: 07/17/2024 2 MOVE GATE VALVE STA 7+92 RSR 6 16 2022 * RDRY SCo JLe evu A®I A PHASE Jfi BOZEMAN,MT 59718 Civil Engineering PLAN & PROFILE C4.5 ROMEY FLORA LANE WATER PLAN & PROFILE PH0NE(406)582-0221 Geotechnical Engineering gLL�ED FAx(aos)saz-sn° Land Surveying �►e►Nerr'm►j PROJECT ENGINEER: RSR DRAWN BY: EVR, EJF Ro.<0"6 Re = -alliedengineering.com F�;-ER B®ZEMAN,MONTANA6 NORTH PARK II�EsdGN DESIGNED BY: RSR,BDA,ASG REVIEWED BY: RSR A °'.....R,o�e°y9•�o FLORA WATER]P&P WHEAT DRIVE WATER MAIN EXTENSIONS 8+10.49 PRE—DISTURBANCE 4730 4730 EXISTING GROUND EX. 12" WATER MAIN TO PROPOSED FINISHED 4+�®.�9 SURFACE, TYP. BE REMOVED & REPLACED GRADE, TYP. 4730 4730 4725 4725 EX. 12" WATER. MAIN TO BE REMOVED & REPLACED 4725 4725 4720 — — 4720 EX. 10"SEWER MAIN 4720 4720 4715 471 EX. 10" SEWER MAIN �1.73' SEPARATION 4715 1�.56' SEPARATION 4715 4710 8" DI INV=4712.04 8" DI INV=4715.30 8" DI 45` VERTICAL BEND 4710 8" DI 45' VERTICAL BEND & 8" DI GATE VALVE & 8" DI GATE VALVE 8" DI INV=4709.05 4710 4710 4705 8" DI 45 VERTICAL BEND 4705 8' DI 45' VERTICAL BEND 1 8' DI GATE VALVE 8" DI GATE VALVE 12" X 8" DI CROSS 12' X 8' DI CROSS 4705 4705 4700 4700 t�DDYMNI amN! MNI N MNI N MN)N MNI N 1CN1�N -CN1 JNo HN � t2M m�w nk ^m - NC1"� s- � ao M� �� WN 1� G� OG-� 1 W Oi� Oi� C� �CN� aC 7 N S Hn NN C1'n ' MI N c; C � C� N N N r N N N N N N N N N N N N N N N N EX. 10" SEWER MAIN 11+89A7 EX. 12" WATER MAIN TO BE REMOVED & REPLACED 4720 4720 4715 4715 1.79' SEPARATION 4710 4710 4705 8" DI INV=4706.92 4705 8" DI GATE VALVE 8" DI GATE VALVE 4700 4700 WATER MAINS CROSSING GRAVITY SANITARY OR STORM SEWERS MUST BE LAID WITH A 12" X 8" DI CROSS MINIMUM VERTICAL SEPARATION DISTANCE OF 18—INCHES BETWEEN THE OUTSIDE OF 4695 4695 THE WATER MAIN AND THE OUTSIDE OF THE SEWER. IF 18—INCHES OF VERTICAL SEPARATION CANNOT BE OBTAINED, THE FOLLOWING MUST 3 `On `On �n m^ m^ ro^ ro^ m^ m^ m� �^ `^n BE DONE PER MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY STANDARDS (DEQ-1, a ca cp cp ap as ap ap a� a� ca ap a< ap a< a< iz a va va 8.8.3): i o 1.VERTICAL SEPARATION AT CROSSINGS MUST BE AT LEAST 6—INCHES; 2.SEWERS MUST BE CONSTRUCTED OF SLIP—ON OR MECHANICAL JOINT PIPE COMPLYING WITH MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY PUBLIC 3 WATER SUPPLY DESIGN STANDARDS AND BE PRESSURE TESTED TO A MINIMUM OF 150 PSI TO ASSUME WATERTIGHTNESS; 3.AT CROSSINGS, ONE STANDARD LENGTH OF NEW PIPE MUST BE CENTERED AT APPROXIMATELY A 90—DEGREE ANGLE IN RESPECT TO THE EXISTING PIPE; 4.SEWER SERVICES UTILIZING IN—LINE FITTINGS AND EXTENDING TO PROPERTY LINES, OR BEYOND, MUST BE INSTALLED AND TESTED WITHIN 10—FEET OF THE CROSSING. SADDLES ARE NOT ACCEPTABLE; AND REC®RD S.EITHER THE WATER OR SEWER MAIN MUST BE ENCASED IN A WATERTIGHT DRAWI NG CARRIER PIPE WHICH EXTENDS 10—FEET ON BOTH SIDES OF THE CROSSING OR D R G 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 RELOCATED AND VERTICAL SEPARATION AT CROSSINGS BETWEEN WATER AND SEWER MAINS MUST BE AT LEAST 18—INCHES. i NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE FEET VERTICAL SCALE FEET ONT'1 PROJECT #:14-167.10 SHEET 0 10 20 0 10 20 vD n'q }�T®1fD'li'lf lT PARK DEVELOPMENT LOP}�/��[�'q}�T — PH�j SE 1 DESIGN 32 DISCOVERY DRIVE DATE: 07/17/2024 ��",p NORTH JCS JL JC71 .0 y1r ev'u.Leb�I PHASE i BOZEMAN,MT 59718 Civil Engineering 6 * RDRY RoMEY 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 = www.alliedengineering.com Land Surveying DMINEENING �Ss'°EM BOZEMAN,M®1NTANE� SEIWM NORTH]PARK DESIGN DESIGNED BY: RSR,BDA,ASG REVIEWED BY: RSR A °�esea,�1°°y9•�o 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% �M-4000 ;�3 . . 6-IN. THICK 1.5-IN. MINUS CENTERLINE BASE COURSE GRAVEL COMPACT UPPER 8" OF 95%COMPACTION SUB-GRADE SOILS TO 95% ROAD FABRIC. SEE FABRIC NOTE 3 IN. BASE (MIN.) 4 IN. (TWO 2 INCH LIFTS) OF ASPHALT 18-IN. THICK 6-IN. MINUS CONCRETE PAVEMENT 95%COMPACTION SUB-BASE COURSE GRAVEL 95% COMPACTION A SECTION CS.Il TYP.ROAD CROSS-SECTION 10' WIDE WHEAT DRIVE 10' WIDE UTILITY UTILITY EASEMENT EASEMENT 60' WIDE PUBLIC ACCESS & UTILITY EASEMENT 5.0' SIDEWALK BOULEVARD 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 4 IN. THICK M-4000 3 IN. BAOSECRETE(MIN.)SIDEWALK �� 4 IN. (TWO 2 INCH LIFTS) OF ASPHALT 18-IN. THICK 6-IN. MINUS 6-IN. THICK COURSE . MINUS CONCRETE PAVEMENT 95%COMPACTION CENTERLINE SUB-BASE COURSE GRAVEL ROAD FABRIC. SEE FABRIC NOTE BASE COURSE GRAVEL `COMPACT UPPER 8" OF 95% COMPACTION 95% COMPACTION SUB-GRADE SOILS TO 95% B �SECTION C5.1 TYP.ROAD CROSS-SECTION CULTIVAR STREET 10' WIDE 10' WIDE UTILITY UTILITY EASEMENT EASEMENT 60' WIDE PUBLIC ACCESS & UTILITY EASEMENT 1.0' 1.0' 5.0' SIDEWALK BOULEVARD 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 - 4 N. THICK M-4000 7�� o CONCRETE SIDEWALK / 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 SUB-GRADE SOILS TO 95% 3 IN. BASE (MIN.) 3-IN. OF ASPHALT 15-IN. THICK 6-IN. MINUS CONCRETE PAVEMENT SUB-BASE COURSE GRAVEL FABRIC NOTE: 95% COMPACTION 95%COMPACTION 1. AT A MINIMUM, ALL ROADS MUST HAVE A SUBGRADE SEPARATOR FABRIC CONSISTING NOTES: f� OF 315 LB. WOVEN GEOTEXTILE FABRIC (MIRAFI 60OX OR EQUAL). THIS IS FOR STABLE 1 C 1 SECTION SUBGRADE CONDITIONS. ALL ROADS WILL HAVE SILT/CLAY SUBGRADE CONDITIONS. 1. REFER TO PLANS FOR MORE INFORMATION RELATED TO C5.1 TYP.ROAD CROSS-SECTION THE FABRIC SHALL BE PLACED ALONG ENTIRE LENGTH AND WIDTH OF ALL THE ROADS. LANE SLOPE TRANSITION POINTS AND CURB TYPE LOCATIONS. FLORA LANE, FAUNA STREET SUBGRADE MUST BE SMOOTH AND RUT FREE PRIOR TO WOVEN FABRIC PLACEMENT. 2. CURB AND GUTTER PER COB STD DRAWING 02528-1. 2. IF THE ROAD SUBGRADE IS MARGINALLY SOFT/UNSTABLE, USE HIGH STRENGTH RECORD GEOSYNTHETIC (MIRAFI IRS 5801) INSTEAD OF THE 315 LB. WOVEN FABRIC. SUBGRADE IAC �1 MUST BE SMOOTH AND RUT FREE PRIOR TO GEOSYNTHETIC PLACEMENT DRAWING ��\TI' - 3. IF THE ROAD SUBGRADE IS WET AND HIGHLY UNSTABLE, GO WITH TENSAR TX-190L d�1 A V� �lJ� GEOGRID (OR TENSAR BX-1300 GEOGRID) OVERLYING 8 OZ. NON-WOVEN FABRIC INSTEAD OF THE 315 LB. WOVEN FABRIC. SUBGRADE MUST BE SMOOTH AND RUT FREE PRIOR TO NON-WOVEN FABRIC PLACEMENT. NO. REVISIONS DRAWN BY DATE �ONTANq PROJECT #:14-167.10 SHEET NORTH HI PARK DEVELOPMENT e PHASE 1 DESIGN 32 DISCOVERY DRIVE � DATE: 07/17/2024 C5.1 NOT TO SCALE Civil Engineering * Rr sco BOZEMAN,MT 59718 DETAILS ROROMEY� STREET SECTIONS PHONE(406)582-0221 Geotechnical Engineering gLL�ED FAx(aos)saz-sn° Land Surveying EN6►NEER►N6 PROJECT ENGINEER: RSR DRAWN BY: EVR, EJF Ho.<0"6 Re = -alliedengineering.com F�;- BOZEMAN,MONTANA > wm. NORTH PARK DESIGN DESIGNED BY: RSR,BDA,ASG REVIEWED BY: RSR A °'�esea��°°y9•�o STREET SECTIONS STORM PIPE OR CULVERT W/ FETS, SIZE VARIES\ FINISHED GRADE \ L=jjj-1J— _-1I1-1I D D—�--D ----------- —3—FT � 1—FT INSULATION LENGTH IS INSULATION w DETERMINED WHERE DEPTH WIDTH OVERSIZE COBBLES OR OF COVER IS LESS THAN SEE TABLE Y ANGULAR RIPRAP WITH 3 3—FT MINIMUM REQUIRED a 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 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 SITE(IN) LENGTH NOMINAL PIPES IZE THES ECOND DIMENSION LISTED IS �Fn THE BRANCH PIPESIZE 6 GATE VALVE 29 APPLY TO EITHER SIDE OF IN-LINE VALVES SOIL SURFACE 6X8 TEE 33 RESTRAIN ON NOMINAL SIDE OF TEE,ASSUMED}FT MIN. \\\\/\\\\\/\\\/�` \�\\�\\��\,�\\\\�� BRANCH LENGTH 6X12 TEE 51 RESTRAIN ON NOMINAL SIDE OF TEE,ASSUMED 3-FT MIN. BRANCH LENGTH 8 GATE VALVE 38 APPLYTO EITHERSIDEOF IN-LINEVALVES 11.2S°HORIZONTAL A BEND 8 3 EACH SIDE OF BEND Ir i z 8 22.5'HORIZONTAL 6 EACH SIDE OF BEND .� RIGID BOARD BEND INSULATION 8 45°HORIZONTAL O BEND 11 EACH SIDE OF BEND m 8 90°HORIZONTAL 90 BEND EACH SIDE OF BEND 8 22.5'VERTICAL 6 EACH SIDE OF BEND BEND 8 45°VERTICALBEND 11 EACH SIDE OF BEND 8X6 REDUCER 16 APPLYTO LARGER SIDE OF REDUCER 8X8 TEE 32 RESTRAIN ON NOMINALSIDE OF TEE,ASSUMED 3-FT MIN. GRANULAR FILL WATER MAIN BRANCH LENGTH 8X12 TEE 50 RESTRAIN ON NOMINALSIDE OF TEE,ASSUMED 3-FT MIN. BRANCH LENGTH 12 GATE VALVE 55 APPLY TO EITHER SIDE OF IN-LINE VALVES NOTE: A+213 >REQUIRED INSULATION WIDTH 12 11.25°HORIZONTAL WHERE A = TRENCH WIDTH BEND 4 EACH SIDE OF BEND 12 22.5°HORIZONTAL 8 EACH SIDE OF BEND BEND ALTERNATE INSULATION CONFIGURATION 12 4S°HORIZONTAL 16 EACH SIDE OF BEND BEND 12 90°HORIZONTAL 37 EACH SIDE OF BEND BEND 12 22.5°VERTICAL 8 EACH SIDE OF BEND BEND INSULATION MINIMUM REQUIREMENTS TABLE 12 45°VERTICAL BEND 16 EACH SIDE OF BEND DEPTH OF INSULATION INSULATION RESTRAIN ON NOMINALSIDEOF TEE,ASSUMED 3-FT MIN. BACKFILL OVER PIPE THICKNESS WIDTH* 12X6 TEE 17 BRANCH LENGTH L12.X8 REDUCER 29APPLYTO LARGERSIDEOF REDUCER2'-0"X8TEE 29 RESTRAIN ON NOMI NALSIDEOFTEE,ASSUMED 3-FTMIN. 3-0 2.5" 6' BRANCH LENGTH4'-0" 2.0" 4' 12 TEE 48 RESTRAIN ON NOMINALSIDE OF TEE,ASSUMED 3-FT MIN. BRANCH LENGTH �j T� 5'-0" 1.5" 2' 1. REQUIRED RESTRAINED LENGTHS APPLY TO EACH SIDE OF THE FITTING. RECORD.'CORD 6'-0" 1.0" 0'-6" 2. NO BELL AND SPIGOT JOINTS SHALL BE LOCATED WITHIN THE REQUIRED RESTRAINED T}\��7j}��/� * ACTUAL MINIMUM INSULATION WIDTH TO BE LENGTH. INSTALL SOLID PIPE IN THESE AREAS ONLY. D Jl�\y\� INSTALLED IS THE GREATER OF TRENCH WIDTH OR 3. WHEREVER THE REQUIRED RESTRAINED LENGTH EXCEEDS THE LENGTH OF A FULL CALCULATED INSULATION WIDTH LISTED IN TABLE STICK OF PIPE, THE BELL AND SPIGOT JOINT SHALL BE MECHANICALLY RESTRAINED ABOVE. WITH A PIPE HARNESS. DETAIL DETAIL C5.2 PIPE JOINT RESTRAINT TABLE C5.2 WATER LINE INSULATION % NTS 3i NO. REVISIONS DRAWN BY DATE �ONTANq PROJECT g:14-167.10 SHEET NORTH HI PARK DEVELOPMENT - PHASE 1 DESIGN 32 DISCOVERY DRIVE DATE: G7/,7/2024 C5,2 NOT TO SCALE Civil Engineering * RY SC0 BOZEMAN,MT 59718 DETAILS ROeoraev� DETAILS PHONE(406)582-0221 Geotechnical Engineering gLL�ED FAX(aos)sae-sn° Land Surveying a►e►lvEo1►NL; PROJECT ENGINEER: RSR DRAWN BY: EVR, EJF F.Ro.<o"ERRG= —alliedengineeringm gt ,gy4, NORTH PARK DESIGN BOZEMAN� MONTANA6 DETAILS DESIGNED BY: RSR,BDA,ASG REVIEWED BY: RSR A , ° N � o W cb V L Q > a � v a � C a a z � U CQ I �N U O^ w� p NOT TO SCALE z � � I o I I m I PHASE 1 BOUNDARY RAOy{��E /ONAt•Ea0 FUTURE LIGHTING CONDUIT (TYP. Lu ) �\ z NEW LIGHTING O I /� // 0 CONDUIT (TYP. ) F= _ _ _ _ _ — — — — —_ i r — — — — — — — — — — — — — — — — ' O I WHEAT DRIVE LJ 3 I_ � � � — — WHEAT DRIVE / < CL SERVICELu III a OI a II I H a O I IIIaIII z -i \ III III FUTURE LUMINAIRE (TYP. ) ul (n WHEAT DRIVE — O- " - - - - - - - I III III -j Q NEW LUMINAIRE (TYP. ) �1 Lu III III > O 1, '1 III III Cr Lu 1 1 — ' " L - - _ - - - - - - - - - - - - - - - 1 III III 1 III III 1 11 III III o 1 z 1 1 1 1 III III U Q I I III III Q) m m I � I I � � IIIaIII I � I Dwg.:NORTH PARK-E1.DGN �_ _ _ _ _ — _ IJI Survey By: ALLIED FLOR=LANE I I FLORA LANE Design BY.. RRM O I _ Drawn By: KRH Checked By: RRM Date: / /I REVISIONS: 4/2/19 WARNING 6/4/21 0� IF THIS BAR SHEET NO.: OF: AEASURES'/i THEN DRAWING IS HALF SCALE E_1 W cb NEW TYPE 1 CONC.- \ � V LU O 30 0 30 60 COMPOSITE PULL BOX �1 p tale feet 6 S-1 A NEW SINGLE LIGHTING ❑ A NEW SIDEWALK a G Q O SERVICE ASSEMBLY AS NEW TYPE 1 CONC.— \ p PER CITY OF BOZEMAN COMPOSITE PULL BOX STANDARD DRAWING C<)R0 FIGURE 8 taw 1Ea O I [3] NEW TYPE 2 CONC.— NEW LIGHTING CONDUIT INSTALLED 2 O E P•( Q — COMPOSITE PULL BOX NEW TYPE 1 CONC.— AS PER CITY OF BOZEMAN wH C&B I COMPOSITE PULL BOX STANDARD DRAWING FIGURE 1 NEwtER A AS PER CITY OF BOZEMAN (TYP) GU STANDARD DRAWING FIGURE 2 & 3 (TYP.) A A K C Ip NEW StOEWNE i NEW SIBEWp`E c I� LLI I NEW SIDEWALK i' N O Q _— ❑ NEW TYPE 1CONC.— h� ———— —————————— J ———————--———— \ COMPOSITE PULL BOX >; m LLJ J GUTTER & 2 0 \\ n C ti O J 1 NEW TYPE 1 CONC.- a \— i z O COMPOSITE PULL BOX WHEAT DRIVE z Ld EW CURB& GUTTER O O Z �m Q p NEW 51DEWNLK NEW TYPE 1 CONC.-COMPOSITE PULL BOX,2.0'BEHIND NEW CURB, CONDUIT & WIRE NEW SIDEWALK W/2"SCH.80 PVC & 2 NO,8 CONDUCTORS SCHEDULE `°� N T a & 1 NO.10 CONDUCTOR TO POLE BASE O N AS PER CITY OF BOZEMAN STANDARD • •'•9 DRAWING FIGURE 4 & 5 (TYP.) INSTALL NEW 2"SCH.80 PVC CONDUIT(TRENCH) ROgE T Z NEW LUMINAIRE Q 2 NEW OF AWG NO.8 CONDUCTOR (LIGHTING) v T• �(.{ O(TYP) 1NEW OF GREEN JACKETED AWG NO.10 CONDUCTOR (GROUND) p° 697E INSTALL NEW 3"SCH.80 PVC CONDUIT(NEW SLEEVE) (,/J��ypp[�✓+ NOTE: Q 2 NEW OF AWG NO.8 CONDUCTOR (LIGHTING) s/OrypE SEE SHEET NO. E-5 FOR POLE & PULL BOX SCHEDULE 1 NEW OF GREEN JACKETED AWG NO.10 CONDUCTOR (GROUND) AND SHEET NO. E-6 FOR LUMINAIRE WIRING DIAGRAM. INSTALL NEW W OF A PVC CONDUIT(TRENCH) Q 2 NEW OF AWG N0.8 CONDUCTOR (LIGHTING) 1 NEW OF GREEN JACKETED AWG NO.10 CONDUCTOR (GROUND) z N LLI I � a� r^ I WI 13 NEW TYPE 1 CONC.- Q z 30 0 30 60 NEW TYPE 1 CONC.— COMPOSITE PULL BOX I = IL Z ~ 11 NEW TYPE 1 CONC.— COMPOSITE PULL BOX = scale feet COMPOSITE PULL BOX AS PER CITY OF BOZEMAN I I I = STANDARD DRAWING FIGURE 2 & 3 (TYP.) 12 NEW TYPE 1 CONC.— NEW LIGHTING CONDUIT INSTALLED O i 14 COMPOSITE PULL BOX I cW J LL AS PER CITY OF BOZEMAN A A NEW R DWA C } STANDARD DRAWING FIGURE 1 9 NEW TYPE 1 CONC.- SLEEVE I o Q > (TYP.) ❑ COMPOSITE PULL BOX 15 NEW TYPE 1 CONC.- J ❑COMPOSITE PULL BOX LLJ 0 Q NEW TYPE 1 CONC.- K NEW SIDEWALK I > Q COMPOSITE PULL BOX A NEW 51DEwA� FUTURE SIDEWALK LLJ g \ FUTURE CONDUIT UJI ' I NEW CURB 6 — W � O GUTTER A Z J CL A ��/ NEW ROADWAY G WHEAT DRIVE A SLEEVE I = _ / NEW CURB& B FU-- 2,0' GUTTER NEW S10EWAEKCUR GUWTEN9 W + 16 NEW TYPE 1 CONC.— U COMPOSITE PULL BO O O i W S`OEWAEK NEW SIDEWALK I FUTURE SIDEWALK 0 w i" NEW CURB& NE � �C\ NEP� QRw GUTTER I 17 NEW TYPE 1 CONC.— _\ \pJ 4 (TYP.) LUMINAIRE COMPOSITE PULL BOX I O Dwg.:N0RTH PARK-E2.DGN m\ e I Survey By: ALLIED \ NEW TYPE 1 CONC.-COMPOSITE sign BY. RRM 1O PULL BOX,2.0'BEHIND NEW CURB, � I De NEW 510EWAEK W/2"SCH.80 PVC & 2 NO.8 CONDUCTORS N RRM \ & 1 NO.10 CONDUCTOR TO POLE BASE Checked By: RRM Drawn By: AS PER CITY OF BOZEMAN STANDARD UTILITY NOTE: Q DRAWING FIGURE 4 & 5 (TYP.) THE CONTRACTOR IS RESPONSIBLE FOR Date: 3/20/19 \ LOCATING ALL UTILITIES PRIOR TO EXCAVATION. — CONTACT THE UTILITY LOCATION SERVICE AT F REVISIONS: \ 8-1-1 TO LOCATE UNDERGROUND UTILITIES. —1 4/2/19 WARNING 6/4/21 U 0 I� IF THIS BAR SHEET NO.: OF: AEASURES'/i THEN DRAWING IS HALF SCALE E-2 8 h O W NOTE. c SEE SHEET NO. E-5 FOR POLE & PULL BOX SCHEDULE - > V W o AND SHEET NO. E-6 FOR LUMINAIRE WIRING DIAGRAM. o y v h 30 0 30 60 Q C W .O scale feet I 20 NEW TYPE 1 CONC.- ❑ COMPOSITE PULL BOX A I O O 12 SQE'NALK NEW SIDEWALK NEW a HEw SIDPWALK rIDEWALK -- 5j• _CULTIVAR STNEWTCURB&NEW CURB&GUTTER NEWCURB&2.0' GUTTER D--------NEW SIDEWALKNEWSIDEWALKNEW SIDEWALK CO 6 NEW TYPE 1 CONC.- I o �$ COMPOSITE PULL BOX A A NEW LIGHTING CONDUIT INSTALLED 5 Z NEW TYPE 1 CONC.-COMPOSITE AS PER CITY BOZEMAN AS PER CITY OF BOZEMAN p.0 PULL BOX,2.0'BEHIND NEW CURB, STANDARD DRAWING FIGURE 1 p W/2"SCH.80 PVC & 2 NO.8 CONDUCTORS STANDARD DRAWING (TYP) ^m & 1 NO 10 CONDUCTOR TO POLE BASE FIGURE 2 & 3 (TYP.) AS PER CITY OF BOZEMAN STANDARD NEW TYPE 1 CONC.- DRAWING FIGURE 4& 5 (TYP.) 19 COMPOSITE PULL BOX Lu> CONDUIT & WIRE SCHEDULE INSTALL NEW PVC CONDUIT(TRENCH) '` •• � Q 2 NEWW OF OF AWG N0.8 CONDUCTOR (LIGHTING) _ "•�7 RO 1 NEW OF GREEN JACKETED AWG NO.10 CONDUCTOR(GROUND) =p Q INSTALL NEW 3"SCH.80 PVC CONDUIT(NEW SLEEVE) UTILITY NOTE: LLI QB 2 NEW OF AWG N0.8 CONDUCTOR(LIGHTING) .s�ONAL THE CONTRACTOR IS RESPONSIBLE FOR 1 NEW OF GREEN JACKETED AWG NO.10 CONDUCTOR (GROUND) LOCATING ALL UTILITIES PRIOR TO EXCAVATION. CONTACT THE UTILITY LOCATION SERVICE AT 8-1-1 TO LOCATE UNDERGROUND UTILITIES. Z C7 U) W W z a D- z C7 I H J 2 Z W w j 0Lu > H Lu 0 W Q Cr Q IL J 2 :D � U 0 z o ai ui °' ai Dwg.:NORTH PARK-E3.DGN Survey By: ALLIED Design By. RRM Drawn By: KRH Checked By: RRM Date: 3/20/19 REVISIONS: 4/2/19 WARNING 6/7/21 0 IF THISj/2" 7E-3] T NO.: OF: MEASURTHEN DRAHALF S NOTE: Vf o SEE SHEET NO. E-5 FOR POLE & PULL BOX SCHEDULE AND SHEET NO. E-6 FOR LUMINAIRE WIRING DIAGRAM. NEW TYPE 1 CONC.-COMPOSITE PULL BOX,2.O'BEHIND NEW CURB, Q NEW TYPE 1 CONC.- W/2"SCH.80 PVC & 2 NO.8 CONDUCTORS 22 COMPOSITE PULL BOX & 1 NO.10 CONDUCTOR TO POLE BASE V W o — — AS PER CITY OF BOZEMAN AS PER CITY OF BOZEMAN STANDARD FUTURE O > a I STANDARD DRAWING DRAWING FIGURE 4 & 5 (TYP.) '� GUTTER CURB& N U 1 FIGURE 2 & 3 (TYP.)II^ N`Idl w FUTURE CONDUIT of NEW LIGHTING CONDUIT INSTALLED I o AS PER CITY OF BOZEMAN �B O 30 STANDARD DRAWING FIGURE 1 A NEW TYPE 1 CONC.- I 24 �f! O 0 30 6o W (TYP.) NEW LUMINAIRE 8 COMPOSITE PULL BOX scale feet 21 NEW TYPE 1 CONC.- (TYP.) COMPOSITE PULL BOX O I A NEW SIDEWALK ---- -———— 16 z.o• SLEO a D D NEW CURB& NEW ROIDW r CULTIVAR ST. GUTTER I — --t— O VE N 51DEWAlK —_— U O CURB& NEW SIDEWALK w OUiTER h m C a o� r K m Z NEW 51DEWAL LL LL m D FUTURE CURB& I GUTTER ........... N.T. ,,, 1 CONDUIT & WIRE LI..I ;1" 0 q Nq SCHEDULE z `Ro - I INSTALL NEW 2"SCH,N PVC CONDUIT(TRENCH) �' J FUTURE CURB& 'q• W697E 2 NEW OF AWG N0.8 CONDUCTOR (LIGHTING) FUTURE CURB& a;•?W UTILITY NOTE: GUTTER Q GUTTER 1 NEW OF GREEN JACKETED AWG NO.10 CONDUCTOR (GROUND) Y'' •, C9' THE CONTRACTOR IS RESPONSIBLE FOR O�yp� LOCATING ALL UTILITIES PRIOR TO EXCAVATION. INSTALL NEW 2"SCH.80 PVC CONDUIT(NEW SLEEVE) 0 CONTACT THE UTILITY LOCATION SERVICE AT I Q. 2 NEW OF AWG NO.8 CONDUCTOR (LIGHTING) J 8-1-1 TO LOCATE UNDERGROUND UTILITIES. 1 NEW OF GREEN JACKETED AWG NO.10 CONDUCTOR (GROUND) LJ_ z CD (n W W z 2 C7 = IL Z (� I = J Z J Lu WCL j w 0 > H Lu Q 0 \Q d J � U 0 z U O O Q) Q) Co Dwg.:NORTH PARK-E6.DGN Survey By: ALLIED Design BY.. FIRM Drawn By: KRH Checked By: RRM Date: 3/20/19 REVISIONS: 4/2/19 WARNING 6/7/21 O I� IF THIS BAR SHEET NO.: OF: AEASURES'/i THEN DRAWING IS HALF SCALE E-4 h O W ¢� aW co 0 Z H U h 0 0 Zy Ii ~ a 0 t^ y � ti w 0 POLE SCHEDULE PULL BOX SCHEDULE Z PULL POLE ***OFFSET TYPE POLE FOUNDATION LUMINAIRE LUMINAIRE LUMINAIRE BOX TYPE LINE STATION ***OFFSET TYPE LINE STATION � BOX) NO. � POLE) BASE DIA.X DEPTH MASTARM HEIGHT TYPE NO. NT4 1 **10—A WHEAT DR. BREAKAWAY 2'-0"x5'-0" 6' 30' 72w 32 LED-2M ** 1 TYPE 2 MANDEVILLE LN. _«; Ro 72w 32 LED-2M 2 ** TYPE 1 WHEAT DR. 2 WHEAT DR. 9: 3 WHEAT DR. 72w 32 LED-2M 3 WHEAT DR. E r" 4 WHEAT DR. 72w 32 LED-2M 4 WHEAT DR. 5 WHEAT DR. 72w 32 LED-2M 5 WHEAT DR. 6 1 CULTIVAR ST. 55w 32 LED-3M g WHEAT DR. 7 CULTIVAR ST. 55w 32 LED-3M 7 WHEAT DR. z 8 **10-A FLORA LANE BREAKAWAY 2'-0"x5'-0" 6' 30' 55w 32.LED-3M 8 WHEAT DR. 9 WHEAT DR. p � 10 WHEAT DR. J 11 WHEAT DR. w cn p 12 WHEAT DR. = O LLI 13 CULTIVAR ST. CL z = 14 CULTIVAR ST. _ O- POLE NUMBER AS SHOWN ON PLAN SHEETS c� WHEAT DR. 15 z =, X * 16 WHEAT DR. 2E } O SEE DETAIL SHEETS FOR POLE DETAILS o Q Co CULTIVAR ST. ** - POWDER COAT POLES & MAST ARMS HUNTER GREEN 18 CULTIVAR ST. > Q J (SEE SPECIAL PROVISIONS FOR DETAILS) 19 CULTIVAR ST. o O :D 20 CULTIVAR ST. Cr CL *** - POLE LOCATION TYPICALLY 4.0' BEHIND THE CURB 21 CULTIVAR ST. I Q 22 CULTIVAR ST. IL 23 FLORA LANE = LLI J 24 ** TYPE 1 FLORA LANE m Q O CL ❑ z 1 — PULL BOX NUMBER AS SHOWN ON PLAN — CONCRETE—COMPOSITE PULL BOX *** — PULL BOX LOCATION TYPICALLY 2.0' BEHIND THE CURB Dwg.:NORTH PARK-E5.DGN Survey By: ALLIED Design By. RRM Drawn By: KRH Checked By: RRM Date: 3/20/19 REVISIONS: 4/2/19 WARNING 6/8/21 D I 3/23/22 IF THIS BAR T NO.: NEASURES Vz THEN DRAWING IS 7E_5 OF: HALF SCALE H AWG NO.8(TYP to AWG NO.10 GROUND (TYP.) W a1 Lo PHOTO ELECTRICE�_ 13, CONTROL e a H AWG NO.8(TYP.1 AWG NO.10 GROUND (TYP.1� 2 V AWG NO.8 ITYP.) Q C O AWG NO.10 GROUND (TYP.) F S-1 °� o Zy � O I � s I i C c � m i z z z 21 y1—I( 1 1 y1-1� 1 1 C. c 1 $ 5 FUTURE AWG NO.8(TYP.) FUTURE AWG NO.10 GROUND (TYP.) 11 11 Z I 1---1 1� ---1 1� 1 rn z, 21 21z1 z, ------- -----1—I �fiI ------1—r—t--- --r�JJ 1 0. L_ 21 21_ 21 2, — -------- — -- - — 21 — 21 — — 2— — — 21 • --------- ------ -FLI— -----�- ::1------ —I�rl--- I I I 1 rl— 1 I t AWG N0.8(TYP.) I I I I I FUTURE AWG NO.8(TYP.) ,,�•��,,,,,,,, T AWG NO.10 GROUND (TYP.) , 1� I L 1 1 1 r 1 y22 � 2 AWG NO.8(TYP.) FUTURE AWG NO.10 GROUND (TYP.) 1+ �11 21 4 I AWG NO.10 GROUND (TYP.) 1 1 1 1 1 1 1 1+ 1 `A •••••• W'� 1 1 T 1 I 1 T 1 I E 97E .?W z z �-- 2 [21t PULL Box I_I z (TYP.) 1 1 1 I_1\ 111 _�1�� C7 tom--LIB w Ln I 7 2 - Q 2 Lu U) M: WIRING DIAGRAM = (D Q NOT TO SCALE I 0- Z 1 H 0 2 z J V Lu z I � } a Or_ 120/240 VOLT GROUND LUG (TYP.) O 5 SERVICE LLI 0 AWG N0.2 —I CIRCUIT BREAKER 2 2 Cr 100 AMP.2 POLE, Y SERVICE RATED SINGLE THROW Cr LL 200 AMP METER I POLE BASE (TYP.) rAWGO.10 <MAIN PHOTO-ELECTRICCONTROL 8POLES (TYP.) — I NIUTURE URE AWG N0. (TYP.) _3 AWG N0.14 CABLE AW NG 0.10 GROUND (TVP.) OLu BARE AWG NO.6 CIRCUIT BREAKER --- ----- -GROUND ROD� 20 AMP,2 POLE, L ————————————-4 I 1 SINGLE THROW I 1-T i I LIGHTNING ARRESTOR ° pUTO-OFF-MANUAL 1 I (TYPICAL) I } } I SWITCH I I v� N.E.M.A. TYPE 313 CABINET 20 AMP RELAY I I I �I_I� 2 POLE.SINGLE THROW 1 1--_ AWG NO.6 Dwg.:NORTH PARK-E6.DGN — 181 -INDICATES NEW WATERTIGHT CONNECTOR, Survey By: ALLIED AWG NO.8 SEE DETAIL DRAWING ON SHEET E-9 Design By. RRM AWG NO.IO GROUND TO LUMINAIRES Drawn By. KRH PROVIDE WATERTIGHT CONNECTORS IN PULL BOXES WHEN SPLICING OF CONDUCTORS IS Checked By. RRM REQUIRED. Date: 3/20/19 S-1 SUPPLY FUSED CONNECTORS THAT ARE MIDGET REVISIONS: FERRULE TYPE RATED AT 6 AMPS FOR LUMINAIRES. 4/2/19 SINGLE TYPE SERVICE WIRING DIAGRAM D WARNING 6/8/21 NOT TO L IF THISj/2" 7E-6] T NO.: OF: AEASUR THEN DRAHALF S h O W ¢� WATERTIGHT CONNECTORS v W O > H U h TYPES I,6, 1 1 & 16 TYPES 2, 7, 12 & 17 0 Zy NON-FUSED BREAKAWAY FUSED BREAKAWAY �! h a g , IDENTITY DESCRIPTIVE ~ N NO. SYMBOL & TYPES 3,8, 1 3 & 18 WIRE SIZES o y � C O 2p 0 PROVIDE A PLUG AND RECEPTACLE HOUSED IN WATER- Z RESISTANT, SYNTHETIC RUBBER CAPABLE OF BURIAL 8 FUSED BREAKAWAY IN THE GROUND OR INSTALLATION IN SUNLIGHT. . 3 to THE HOUSING, CONSISTING OF 2 SECTIONS, PROVIDES m e A WATERTIGHT SEAL AROUND THE CABLE AND A 8 WATERTIGHT SEAL BETWEEN THE TWO SECTIONS AT 4 B e THE POINT OF DISCONNECTION. SUPPLY EACH KIT WITH Ott 17gN''' SUFFICIENT SILICONE COMPOUND TO LUBRICATE METAL �•'' 5 PARTS AND THE RUBBER HOUSINGS FOR EASY ASSEMBLY. 8 97E ° = WHERE INDICATED, CRIMP A COPPER PIN AND A COPPER =W 6 6 6 RECEPTACLE TO THE CABLE. THE RECEPTACLE IS TO ''',SroNp...E?,,``' ESTABLISH CONTACT PRESSURE WITH THE PIN THROUGH TYPES 4,9, 14 & 19 THE USE OF A COPPER BERYLLIUM SPRING AND BE 7 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 0 J 8 10 0 ANNEALED WHILE THE REST OF THE PIN IS MAINTAINED N 6 LLJ 0 IN ITS ORIGINAL STATE OF HARDNESS. THE RECEPTACLE 0 Q 6 IS TO BE FULLY ANNEALED. THE PIN AND RECEPTACLE LLI 9 ARE TO LOCK TOGETHER SO THE CONNECTION IS 0 6 NON-FUSED BREAKAWAY MAINTAINED WHEN A MINIMUM FORCE OF 20 POUNDS Q 10 TENSION IS APPLIED TO THE ATTACHED CABLES. = (D Or_6 z � PROVIDE FUSED CONNECTOR KITS CONTAINING A PAIR �I 11 q OF SPRING LOADED 90% CONDUCTIVITY CONTACTS FOR F = V GRIPPING A STANDARD MIDGET FERRULE TYPE FUSE. z LLJ J THE CONTACTS MUST BE FULLY ANNEALED AND Lu z 12 /1 ADAPTED TO BE CRIMPED TO THE CABLE. O < O 4 Lu 1 3 10 > Q U TYPES 5, 10, 15 & 20 o O 4 Cr 2 4 Y 14 4 0 Cr 4 0 < ~ 15 4 4 0 = OC HLLJ 16 Io Io NON-FUSED NON-BREAKAWAY O Q z 17 o Io Io a ai y 10 1g l0 10TYPE 21 fj 10 19 D. El__' 10 Dwg.:NORTH PARK-E7.DGN 10 Survey By: ALLIED 20 10 10 Design By. RRM COPPER SPLIT BOLT - Drawn By: KRH VARIES MAKE WATERTIGHT USING Checked By: RRM 21 VARIES SELF ADHERING MASTIC sizoil9 VARIES Date: REVISIONS: WARNING 0 IF THISj1/2- THENSHEET NO.: OF: MEASURE DRAHALF S E-7 8 h O WIWW ¢� USE GRADE 60 REINFORCING STEEL MAST ARM LENGTH a '� Lo 'NP SEE POLE SCHEDULE V LLZ A tt 6 BARS (4'-I" LONG) O (8 TYPICAL) H U #4 HOOPS AT N ob 1'-0" CENTERS a ANCHOR BOLT ° a (4 TYPICAL ° ANCHOR BOLT CIRCLE ° SINGLE MEMBER TYPE MASTARM (TYPICAL) Z 12 2-1/2" CLEARANCE I ` GROUNDING LUG SECTION A-A irz a PROTRUDE CONDUIT FROM FOUNDATION ~ N NO. 6 AWG BARE GROUND WIRE TYPE I CONC.-COMPOSITE NOT MORE THAN 3" t O OR PIGTAIL EXTENSION PULL BOX AT EACH LUMINAIRE POLE 2' 3, y m C II II II ° II I I I o COPPER GROUNDING STRAP BETWEEN II = flil IIFI`IF °• Z O� ANCHOR BOLT. CONDUIT (IF METAL) & II II NO. 6 AWG BARE GROUND WIRE OR II ° II 2' .0" PIGTAIL EXTENSION. II II II ° a A ll_III A m I I 0 0 Q 10 ° „ .T..,N. JI N tt II I LL > ° a FOR MOUNTING HEIGHT° CLASS - ° LL CONCRETED SEE POLE SCHEDULE ° FOUNDATION E" .'•°'?� ° I 'ems/ANAL•E�tl`: ° nw 2'-0" T—3„ z C7 W 0 TYPICAL OF ALL FOUNDATIONS Q 0 N z I 0 " U) z U) I H F— = Lu Z J Cr Lu BREAKAWAY BOLT COUPLING (ONE REINFORCED 0- < z OF FOUR) HAND HOLE & COVER 0 Lu G Lu 0 CAST ALUMINUM Lu 0 J FRANGIBLE TRANSFORMER Cr BASE WITH ACCESS DOOR Y Q Cr a . _ --- < 2" BEVEL BREAKAWAY BOLT I -6" 2' MIN. CL COUPLING z L�LuL ° a qll O o ll°II Il II°II II 6" TO BE FORMED I I AT THE TOP TO `/f" ° '� y A 2'-3" DIAMETER = P""'. NOTE —MAKE THE TOP OF THE CONCRETE FOUNDATION 6" ABOVE THE GROUND LINE. ° I° PROVIDE A HANDHOLE DETAIL AND A I/Z" NUTpwg.:NORTH PARK-ER.DGN .° q HOLDER DETAIL (FOR GROUNDING) . q q Survey By. ALLIED Design By. RRM Drawn By: KRH ANCHOR TRANSFORMER BOLT COUPLING R Checked By: RM (BREAKAWAY TYPE) (BREAKAWAY TYPE) TYPE 10—A POLE Date: 3/20/19 REVISIONS: 3/23/22 WARNING 3/28/22 BASE TYPES FOR LUMINAIRE STANDARDS o IF THIS BAR T NO.: OF: MEASURES%z THEN DRAWING IS HALF SC S HEET ALE 8