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HomeMy WebLinkAboutTown & Country - Ferguson Farms- Infrastructure & Fire Service Plan Set CITY OF BOZEMAN APPROVED FOR ONE YEAR FROM THIS DATE These plans an speci£ I;— of Bozeman and are h nreby approved.This approval does not Imply any specific war anty of the project design by the City of Bozeman.All engin ring design details and construction INFIRASTIDUCTUIRE IMPIDOVEMENTS operations performs ce arethe responsibility of the design en ineer and the owner. 09/20/2021 apazsolis Date City Review Engineer FOR TOWN 00C COUNTIRPS-I. Y F 0 IN"_.)/ D S PROJECT BOZEMAN MT 00 Cascade St. MARCH 2nd 2020 U P Broadwater pruce endows Babcock St. o a Q p ZONING: o U a O R-0 U) [if o ZONING " Q SHEET INDEX O R-0 O + n d > Fallon St. W O o SHEET NO. DESCRIPTION DATE U ZONING: C 3 COVER SHEET 03/02/20 j Competition Dr. BP COA INDEX & GENERAL NOTES 03/02/20 Gra i e m o ZONING: ZONING: CO.2 EXISTING SITE & DEMOLITION PLAN 03/02/20 o B-2 UMU a- Fallon St. Li C4.D WATER PLAN & PROFILE 03/02/20 0� PROJECT Ginea C4.1 FIRE SERVICE PLAN & PROFILE 03/02/20 C6.0 DETAILS 03/02/20 a Z BNI2G LOCATION Valley Commons Dr, o r>n I U.S. HWY 191 / Huffine Ln. I I I CITY LIMITS I I I � I I Of I I o 0 VICINITY MAP NT6 ADDRESS TBD LEGAL DESCRIPTION E BLOCK 5 FERGUSON FARMS SUBDIVISION LOCATED IN THE SW 1/4 OF SECTION 10, T.2.S., R.S.E. P.M.M. CITY OF BOZEMAN, GALLATIN COUNTY, STATE OF MONTANA. PLAT J-563 E I i Civil Engineering by-. Surveying Design by: ONYnCr/Applln'ca>rntv ALPINE SURVEYING TOWN & COUNTRY FOODS MADISON ENGINEERING CHRIS G. y ELDES 89S TECHNOLOGY NO]LOGY B LVD, SUITE 2D3 2075'ChaTlatte St.Suite 1 1611 S 11th Avenue ;p:No, PE •�- BOZEMAN,MT S9718 BOZEMAN MT S9718 BOZEMAN MT 5971� ��E"• 406 586-SS99 ��fONAtt�R� � (406)586-D262 �4D�➢��7 ���ll I! COVER SBEET CITY OF BOZEMAN APPROVED FOR ONE YEAR FROM THIS DATE These plans an i pea Ica Ions have been rewewe y the City of Bozeman and are hereby approved.This approval does not imply any specifi warranty of the pro' sign by the City of tt o Bozeman.All gineering desig ils construction WW WWWWW W wWWWWWWWWWW WWWWWW XW operations pert rang are the o si f the design - EXT'G 8" PVC�' - e engineer and e e _ - - SEWER MAIN EXT'G 12" DI - III 09/20/2021 apazso FALLON STREET 3 WATER MAIN. ICI`-r - S S -w z Date City Review Engineer �� a SCALE 1 =1 3 3 flel�:?'%�liJ3Y' 4 zX� o ., UG-FIB UG-FIB uG-FIB -uG-FIB- uG- - --FIB�G-FI G FIB LM_ - - - - - - - - - - __-_ _ _ _ ��-II=�G =aG-FIB=ec PROPERTY LINE - G 1"=30 so so D sD - - SD SD SD -� - - - wGTFi��c -mac-Fie I c-Fie- i s PHASE LINE SD N I. I f I E O I EXYG 8" PVC I SEWER MAIN IAEf - > ]LEGEND o•o o' o o n•o I I EXT'G 30' WIDE I Buu.DINGPAO I `f � EASEMENT • EXT'G 8" PVC o PROPOSED CURB ® UTILITY SEWER MAIN -4770- INDEX CONTOUR • FOUND MONUMENT AS NOTED z AND GUTTER __ . . . . . . . PROPERTY LINE I h I 4771 - CONTOUR MINOR (1' INTERVALS) Q SEWER MANHOLE J PROPERTY LINE pd WATER VALVE I� I e - - - - ROAD RIGHT-OF-WAY y FIRE HYDRANT T FUTURE I I E ` - '- J I ADJOINING PROPERTY �w POWER POLE P Cz PROPOSED 8" DI - - - - I WATER MAIN. EASEMENT LINE MI CABLE PEDESTAL 't cUDS II SEE SHEET C4.0 FENCE OD STORMDRAIN MANHOLE 5 PE w WATER MAIN ER CURB INLET I�°rxsE° EXT'G 8" PVC (� -I g SEWER MAIN ® TELEPHONE PEDESTAL AL SEWER MAIN EXT'G 30' WIDE UTILITY_ s S s SD STORM DRAIN ` FUTURE I s ddd EASEMENT - S - _ J ,. m `a TREE DECIDUOUS - TOWN&COUNTRY oo oo� 0.0 - EXT'G 8" DI DP DRAWN BY: EWR - - - - J I TEL OVERHEAD POWER 0o WATER MAIN. £ I �..�. REVIEWED BY:CGB I i - UNDERGROUND GAS LINE - ROAD CENTERLINE PROJECT ENGINEER:CGB £ c� DESIGNED BY:CGB ss I I i� TOP BACK OF CURB f EDGE OF PAVEMENT s o o I - PROPERTY LINE sS - II I w I I If � - f y EDGE OF GRAVEL ' PROPOSED 2" TYPE K COPPER PER 0 I C CONCRETE PAD/SIDEWALK _6 I WATER SERVICE EXT'G 8" DI WATER MAIN. - S ..'M�'. o o I I o•o o•o 0.0 PROPOSED - J 30' WIDE _ FUTURE s UTILITY EASEMENT BUILDING PAD PROPOSED 6" DI FIRE SERVICE SEE SHEET C4.1 I w I s J T � 11 J I L 3I=�: I I IL�I 1 L IJI I. I� - - - LIZ E- - - - - - � - - - - - - -IT - -- - - - - - - - -- - � - I� I�\\' " . PROPOSED DRIVEWAY- WATER I � 8 DI � , --..- - MAIN. eo, H� N l-W W W W W W W W W I W W III W W W-W-W-W-W-Wyw W-W-W-W-W-w W FIELD STREET as as as as as as as as as as as I a - T n OWN AND COUNTRY WATER MAIN PLAN �h HORZ. SCALE: 1" = 30' PLUS OR MINUS 2 PERCENTAGE POINTS OF OPTIMUM MOISTURE CONTENT PER BE CONSTRUCTED USING 4,000 PSI CONCRETE. GENERAL NOTES: PIPE BEDDING AND BACKFlLL 4. INSTALL JOINT RESTRAINTS ON ALL PIPE JOINTS AND FITTINGS AS SPECIFIED ASTM D-698 TEST METHOD (STANDARD PROCTOR). 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO MONTANA PUBLIC WORKS 1.ALL PIPES SHALL BE BEDDED WITH MINIMUM 4-INCHES OF TYPE 1 PIPE BEDDING AND IN THE DRAWINGS. 4.CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH ENGINEER TO ASSURE STANDARDS, MOOT, AND CURRENT CITY OF BOZEMAN MODIFICATIONS. UNLESS OTHERWISE BACKFlLL WITH THE SAME MATERIAL A MINIMUM OF 6-INCHES OVER THE TOP OF THE PIPE 8.SUB BASE AND CRUSHED BASE ROCK SHALL CONFORM TO THE CONCRETE TESTING IS COMPLETED IN ACCORDANCE WITH CITY STANDARDS. A APPROVED BY THE ENGINEER, CONSTRUCTION SHALL BE DONE BETWEEN 8:00 A.M. AND PER CITY OF BOZEMAN STANDARD DETAIL 02221-1. 5. ALL CROSSES, TEES,VALVES, AND BENDS SHALL BE MECHANICAL JOINTS MINIMUM OF 24 HOURS NOTICE IS REQUIRED. b 5:00 P.M., MONDAY THROUGH FRIDAY. WITH MEGA-LUG. REQUIREMENTS OF SECTION 02234(SUB BASE COURSE) AND SECTION 02235 2.CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT AND FACILITIES REQUIRED FOR (CRUSHED BASE COURSE) MONTANA PUBLIC WORKS STANDARD INSPECTION.TESTING&CERTIFICATION NOTES: 2. CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES WHERE TESTING ALL UTILITY PIPING IN ACCORDANCE WITH CITY CONSTRUCTION SPECIFICATIONS. GRADING. PAVING&DRAINAGE SPECIFICATIONS(MPWSS). COMPACT SUB BASE AND CRUSHED BASE ROCK NEW FACILITIES CROSS OR CONNECT. CONTRACTOR SHALL BE RESPONSIBLE FOR EXPOSING COST OF ALL INITIAL AND RETESTING SHALL BE BORNE BY THE CONTRACTOR. PER GEOTECHNICAL REPORT SPECIFICATIONS. IF NO REPORT IS AVAILABLE 1.CONTRACTOR SHALL NOTIFY CITY OF BOZEMAN PUBLIC WORKS OFFICE AND POTENTIAL UTILITY CONFLICTS FAR ENOUGH AHEAD OF CONSTRUCTION TO MAKE NECESSARY COMPACT TO 95%OF THE MAXIMUM DRY DENSITY AT PLUS OR MINUS 2 DESIGN ENGINEER A MINIMUM OF 24 HOURS 1 BUSINESS DAY) PRIOR TO GRADE MODIFICATIONS WITHOUT DELAYING THE WORK. ALL UTILITY CROSSINGS SHALL BE 3.ALL LANDSCAPING DAMAGED DURING CONSTRUCTION SHALL BE REPLACED/REPAIRED TO 1.UNLESS OTHERWISE NOTED, ALL GRADING,ROCKING AND PAVING SHALL PERCENTAGE POINTS OF OPTIMUM MOISTURE CONTENT PER ASTM D-698 START OF CONSTRUCTION. POTHOLED AS NECESSARY PRIOR TO EXCAVATING OR BORING TO ALLOW THE CONTRACTOR PRE-CONSTRUCTION QUALITY. CONFORM TO MOOT AND MONTANA PUBLIC WORKS STANDARD TEST METHOD(STANDARD PROCTOR). TO PREVENT GRADE OR ALIGNMENT CONFLICTS. SPECIFICATIONS,MOST CURRENT ADOPTED EDITION, WITH CITY OF BOZEMAN TRAFFIC CONTROL MODIFICATIONS. 2.COMPACTION TESTING OF SUBGRADE, BASE COURSE AND ASPHALT REQUIRED p k1 3. CONTRACTOR SHALL ERECT AND MAINTAIN BARRICADES, WARNING SIGNS,AND TRAFFIC 9.A.C. PAVEMENT SHALL CONFORM TO SECTION 02510(ASPHALT CONCRETE FOR ALL LIFTS. CONTRACTOR SHALL PROVIDE ACCESS TO INSPECTOR TO CONES PER MOOT REQUIREMENTS IN ACCORDANCE WITH THE MUTCD (INCLUDING MONTANA 1. CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL TRAFFIC CONTROL DESIGN TO 2•CONTRACTOR SHALL PREPARE AND PROCURE A DIED STORM WATER PAVEMENT)MPWSS FOR TYPE B MIX. A.C, PAVEMENT SHALL BE COMPACTED COMPLETE THE COMPACTION TESTS. er1 AMENDMENTS).ALL TRAFFIC CONTROL MEASURES SHALL BE APPROVED AND IN PLACE PRIOR CITY, MDOT, AND ENGINEER PRIOR TO PRE-CONSTRUCTION CONFERENCE. A COPY OF THE POLLUTION PREVENTION PLAN (SWPPP)AND CITY OF BOZEMAN STORM WATER PER GEOTECHNICAL REPORT SPECIFICATIONS. IF NO REPORT IS AVAILABLE O TO ANY CONSTRUCTION ACTIVITY. APPROVED TRAFFIC CONTROL PLAN SHALL BE PROVIDED TO THE DESIGN ENGINEER. MANAGEMENT PERMIT. COMPACT A.C. PAVEMENT TO A MINIMUM OF 93%OF THE THEORETICAL 3.CONTRACTOR SHALL NOTIFY DESIGN ENGINEER A MINIMUM OF 24 HOURS(1 fV MAXIMUM RICE SPECIFIC GRAVITY. BUSINESS DAY CONTRACTOR SHALL ERECT AND MAINTAIN BARRICADES,WARNING SIGNS, AND TRAFFIC ) PRIOR TO THE REQUIRED INSPECTIONS. 4.AT LEAST 2 BUT NOT MORE THAN 10 BUSINESS DAYS BEFORE BEGINNING ANY EXCAVATION, CONES PER APPROVED CITY AND MDT REQUIREMENTS IN ACCORDANCE WITH THE MUTCD. 3.CONTRACTOR SHALL BE RESPONSIBLE FOR MANAGING CONSTRUCTION THE CONTRACTOR SHALL, ACCORDING TO MCA 69-4-501, NOTIFY ALL OWNERS OF TRAFFIC SHALL BE DIRECTED IN ACCORDANCE WITH THE MDT FLAGGERS HANDBOOK. ACTIVITIES TO INSURE THAT PUBLIC AND PRIVATE STREETS AND PARKING 10. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, ST(AIGHT GRADES SHALL 4.CONTRACTOR SHALL NOTIFY DESIGN ENGINEER FAR ENOUGH IN ADVANCE TO ap UNDERGROUND FACILITIES AND COORDINATE THE WORK WITH THE OWNERS OF SUCH CONTRACTOR SHALL REFERENCE THE MDT TRAFFIC CONTROL AND PROTECTION STANDARD LOTS ARE KEPT CLEAN OF MUD,DUST OR DEBRIS. DUST ABATEMENT SHALL BE RUN BETWEEN ALL FINISH GRADE ELEVATIONS AND/OR FINISH CONTOUR ALLOW THE INSPECTOR TIME TO COMPLETE COMPACTION TESTING. UNDERGROUND FACILITIES.THE INFORMATION SHOWN OR INDICATED IN THE CONTRACT DETAIL DRAWINGS IN DEVELOPMENT OF THE TRAFFIC CONTROL PLAN. ALL TRAFFIC CONTROL BE MAINTAINED BY ADEQUATE WATERING OF THE SITE BY THE CONTRACTOR LINES SHOWN. CONTRACTOR SHALL NOT COVER ANY LIFT PRIOR TO COMPACTION TESTING M DOCUMENTS WITH RESPECT TO EXISTING UNDERGROUND FACILITIES IS BASED ON MEASURES SHALL BE APPROVED AND IN PLACE PRIOR TO ANY CONSTRUCTION ACTIVITY TO SUBSTANTIALLY LIMIT DUST FROM THE CONSTRUCTION SITE.UNDER NO BY INSPECTOR. LIFTS NOT TESTED WILL NOT BE CERTIFIED BY THE DESIGN 4. A y INFORMATION AND DATA OBTAINED FROM THE OWNERS OF THE FACILITIES WITHOUT FIELD WITHIN THE RIGHT OF WAY. CIRCUMSTANCE SHALL THE CONTRACTOR ALLOW CONSTRUCTION DEBRIS,.MUD ENGINEER OR ACCEPTED BY THE CITY. EXPLORATION,AND AS SUCH, OWNER AND ENGINEER ARE NOT RESPONSIBLE FOR THE OR GRAVELS TO BE LEFT ON THE STREETS OVER NIGHT. 11. ALL EXISTING OR CONSTRUCTED MANHOLES, CLEANOUTS,MONUMENTS, GAS ACCURACY OR COMPLETENESS OF SUCH INFORMATION OR DATA. VALVES,WATER VALVES AND SIMILAR STRUCTURES SHALL BE ADJUSTED TO Fi EXISTING UTILITY NO15L MATCH FINISH GRADE OF THE PAVEMENT,SIDEWALK, OR LANDSCAPED AREA 5.INSTALLATION OF WATER MAINS SHALL BE INSPECTED AND CERTIFIED BY THE d 5. BACKFlLL MATERIAL UNDER IMPROVED AREAS SHALL BE PLACED IN 8 TO 12-INCH LIFTS 4.CLEAR AND GRUB WITHIN WORK LIMITS SHOWN ON THE DRAWINGS ALL WHEREIN THEY LIE. DESIGN ENGINEER. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER FAR AND COMPACTED IN ACCORDANCE WITH GEOTECHNICAL RECOMMENDATIONS. 1.EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED SURFACE VEGETATION, TREES, STUMPS, BRUSH, ROOTS, ETC. STRIP WORK ENOUGH IN ADVANCE TO ALLOW THE INSPECTOR TIME TO COMPLETE THE o ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES LIMITS, REMOVING ALL ORGANIC MATTER WHICH CANNOT BE COMPACTED INTO REQUIRED INSPECTION. 6. CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT AND FACILITIES REQUIRED FOR NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER, POWER, A STABLE MASS. ALL BRUSH AND DEBRIS ASSOCIATED WITH CLEARING, 12. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, NO CUT OR FILL SLOPES O TESTING ALL UTILITY PIPING IN ACCORDANCE WITH CITY CONSTRUCTION SPECIFICATIONS. GAS,STORM, SEWER,TELEPHONE&TELEVISION) MAY NOT BE STRAIGHT LINES OR AS STRIPPING OR GRADING SHALL BE REMOVED AND DISPOSED OF OFF-SITE. SHALL BE CONSTRUCTED STEEPER THAN 4H;lV. 6.NO PIPE,VALVES,BENDS, ETC. SHALL BE BURIED PRIOR TO INSPECTION BY Q C COST OF ALL TESTING SHALL BE BORNE BY THE CONTRACTOR. INSPECTOR SHALL BE ON INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY DESIGN ENGINEER. ® z �A SITE TO WITNESS ALL TESTING. CONTRACTOR SHALL NOTIFY INSPECTOR AND CITY OF COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. 13. IF DIRECTED ON THE DRAWINGS, ALL PLANTER AREAS SHALL BE BOZEMAN ENGINEERING DEPARTMENT A MINIMUM OF 24 HOURS (1 BUSINESS DAY) PRIOR 5.FOLLOWING STRIPPING OPERATIONS, SUBGRADE SHALL BE COMPACTED PER BACKFILLED WITH APPROVED TOP SOIL MINIMUM 6" THICK. STRIPPING 7,PRESSURE, VELOCITY FLUSH, AND BAC-T TESTS ARE REQUIRED FOR THE TO TESTING. GEOTECHNICAL REPORT SPECIFICATIONS. IF NO REPORT IS AVAILABLE MATERIALS SHALL NOT BE USED FOR PLANTER BACKFlLL, UNLESS ALLOWED WATER MAIN AND FIRE SERVICES. ALL TESTS SHALL BE PERFORMED BY THE 2.EXISTING UTILITY DEPTHS ARE BASED RI BEST AVAILABLE KNOWLEDGE, CONTRACTOR TO SUBGRADE SHALL BE COMPACTED TO 95%OF THE MAXIMUM DRY DENSITY b W VERIFY DEPTH OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. IF CONFLICTS EXIST AT PLUS OR MINUS 2 PERCENTAGE POINTS OF OPTIMUM MOISTURE CONTENT BY THE OWNER. CONTRACTOR AND WITNESSED BY THE DESIGN ENGINEER. CITY OF BOZEMAN (� 7. NO TRENCHES IN ROADS OR DRIVEWAYS SHALL BE LEFT IN AN OPEN CONDITION CONTACT DESIGN ENGINEER FAR ENOUGH IN ADVANCE TO RESOLVE CONFLICT WITHOUT SHALL OPERATE THE VALVES. � _ OVERNIGHT.ALL SUCH TRENCHES SHALL BE PLATED OR BACKFILLED, COMPACTED AND PER ASTM D-698 TEST METHOD(STANDARD PROCTOR). CLOSED BEFORE THE END OF EACH WORK DAY AND NORMAL TRAFFIC FLOWS RESTORED. CREATING DELAY IN CONSTRUCTION. 14. CONTRACTOR T1 RESPONSIBLE FOR PLATED IN AC WITH ENGINEER TO - I ASSURE COMPACTION TESTING IS COMPLETED IN ACCORDANCE WITH CITY 8.CONTRACTOR SHALL PROVIDE ALL MATERIALS,EQUIPMENT AND FACILITIES o WATER 6.SUBGRADE SHALL BE PROOF ROLLED AND SOFT AREAS SHALL BE STANDARDS. A MINIMUM OF 24 HOURS NOTICE IS REQUIRED. REQUIRED FOR TESTING ALL UTILITY PIPING IN ACCORDANCE WITH CITY s B.ALL ROAD CLOSURES SHALL BE COMMUNICATED THROUGH THE POLICE DEPARTMENT, OVER-EXCAVATED AND REPLACED WITH STRUCTURAL FILL.SUBGRADE MUST CONSTRUCTION SPECIFICATIONS. COST OF ALL INITIAL AND RETESTING SHALL z RECORDS DIVISION WITH A MINIMUM OF 24 HOUR ADVANCE NOTICE WITH THE FOLLOWING BE INSPECTED AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO BE BORNE BY THE CONTRACTOR. INFORMATION: 1.WATER MAINS UP TO 12-INCHES SHALL BE CLASS 51 DUCTILE IRON. ALL WATER MAINS PLACING EMBANKMENTS, ENGINEERED FILLS OR FINE GRADING FOR BASE CURBS &SIDEWALKS ° EXACT LOCATION:ADDRESS IF APPLICABLE OTHERWISE STREET NAME AND START AND SHALL BE THE INSTALLED WITH A MINIMUM 6.5' OF COVER TO FINISH GRADE UNLESS ROCK. SHEET END LIMITS. OTHERWISE NOTED OR DIRECTED. ALL OTHER APPURTENANCES AND INSTALLATION TO TYPE TYPE OF WORK: IE.TRENCHING, PAVEMENT SAWCUT. CONFORM TO MDEQ AND CITY OF BOZEMAN SPECIFICATIONS. 1.UNLESS OTHERWISE SHOWN OR INDICATED ON THE DRAWINGS, 6-INCHES START DATE AND TIME AND ANTICIPATED CLOSURE DURATION. 7.ALL FILLS SHALL BE ENGINEERED EXCEPT FOR FILLS LESS THAN 18-INCHES NOMINAL CURB EXPOSURE SHALL BE FOR ALL CURBING. j 2.CITY FORCES TO OPERATE ALL VALVES, INCLUDING FIRE HYDRANTS, ON EXISTING AND IN DEPTH WHICH ARE LOCATED OUTSIDE THE PUBLIC RIGHT-OF-WAY, TOWN&COUNTRY 9.ALL PAVEMENT CUTS SHALL BE DONE IN SUCH A MANNER WHICH WILL RESULT IN A CLEAN PROPOSED PUBLIC MAINS. CONTRACTOR SHALL NOTIFY THE CITY WATER DEPARTMENT A BUILDING PADS, PARKING LOTS OR OTHER AREAS TO BE IMPROVED. 2.CONTRACTOR SHALL CONSTRUCT HANDICAP ACCESS RAMPS AND SIGNAGE IN T SQUARE EDGE BY SAW.THE TOP 12-INCHES OF THE EXCAVATED AREA WITHIN THE STREET MINIMUM OF 24 HOURS PRIOR TO REQUIRING THE OPERATION OF VALVES. ENGINEERED FILLS SHALL BE CONSTRUCTED IN LIFTS NO GREATER THAN ACCORDANCE WITH CURRENT ADA AND LOCAL REQUIREMENTS. m INDEX&NOTES I SHALL BE FILLED WITH ROAD MIX AND COMPACTED. 8-INCHES OVER APPROVED SUBGRADE. EACH LIFT SHALL BE COMPACTED PER GEOTECHNCIAL REPORT SPECIFICATIONS. IF NO REPORT IS AVAILABLE 10. PRIOR TO PAVING CONTRACTOR SHALL SCHEDULE A PRE-PAVING WALK THRU WITH 3. 2" MINIMUM ORIFICE REQUIRED FOR FLUSHING. EACH LIFT SHALL BE COMPACTED TO 95%OF THE MAXIMUM DRY DENSITY AT 3.SIDEWALKS SHALL BE A MINIMUM OF 4-INCHES THICK.ALL SIDEWALKS SHALL PROJECT:18-12T THE CITY, MOOT,AND DESIGN ENGINEER. GENERAL CONTRACTOR AND PAVING DATE:03-02-20 CONTRACTOR SHALL ALSO BE PRESENT. i i CITY OF BOZEMAN APPROVED FOR ONE YEAR FROM THIS DATE These plans an ecifications have been reviewed by the City of Bozeman and re hereby approved.This approval does not w N Imply any specifi warranty of the project design by the City of ¢ m Bozeman.All a igineering design details and construction 0 operations perti rmance are the responsibility of the design o 0 engineer and the owner. Y 09/20/2021 apazsolis Z co Of Date City Review Engineer a U w 0 SCALE 0 15, 30' 11 w w Y'-30' y O ABANDON EXTG WATER � SERVICES AT MAIN FOR ALL SERVICES NOT TO BE w w USED, PER C.O.B. STDS. a a N IW it —W— W W W—W W W W—W W W W W W—W W W—W W W—W—W—W W W—W W vJ W W W W W W W W—"i�v K K — _ — — FALLON ST. EXTG 12" DI 60' R W a — FALCON STREET -��WATER MAIN—5- S--.3 —S '�„� 5 z �N c� _ - 3 T ----uc-F!EFP mac-Fla uc-FIB uc-FI SAWCUT& REMOVE EXTG CURB & GUTTER EXTG CURB EXTG 8" PVC SEWER - rT, #. CHa15 G. _78 LF TO BE REMOVED & DISPOSED °-Fi6—mac-Flo uc-Fla---I--uc-F!e_—I� _Fle- uc___s =Fla—Uc-Flg=mac_& GUTTER_lo_ MAIN TO REMAIN. _ uoc==== -OFFSITE. _=====j—= � _ _ _ - - - - - - - - - - - - - �' ��F'r.�—Jl, — - JG-n6--:o f l) No. PE SAWCUT& REMOVE EXTG CURB & GUTTER 36 LF TO BE REMOVED & '�ceNsca DISPOSED OFFSITE. 1 30' WIDE 1 EXT'G PROPERTY 1 30' WIDE 1 Ii DRAWN BY: EWR EXTG PROPERTY EXTG UTILITY EASEMENT LINE TO BE EXTG UTILITY EASEMENT REVIEWED BY:CGB LINE TO BE TO BE ABANDONED. RELOCATED TO BE ABANDONED.RELOCATEDJ I WATER MAIN. EXTG PROPERTY PROJECT ENGINEER:CGB }------1 f �` LINE TO BE r DESIGNED BY: CGB EXTG SEWER SERVICES TO BE RELOCATED ALL EXTG UTILITIES & STRUCTURES ABANDONED IN PLACE (TYP). 1 I UNDER FUTURE BUILDING ARE TO SEE NOTE 3. WI 10' DE BE REMOVED & DISPOSED OFFSITE. " EXTG UTILITY EASEMENT. BACKFILL & COMPACT TRENCH WITH EXTG 8" PVC CLEAN NATIVE PER MPWSS STDS. EXTG SEWER SERVICE TO BE I I I SEWER MAIN. (ABANDONED IN PLACE (TYP). EXTG WATER SERVICE TO BE DISCONNECTED AT MAIN & REMOVE CURB STOP. _ SEE NOTE 3. — — (_ABANDON WATER SERVICE IN PLACE. f t� - - - - - � � - - - - - r/ AREA OF UTILITIES XTG 8' PVC SEWER MAIN TO BE SEE NOTE 2. UNDER FUTURE BLDG BANDONED IN PLACE. _ _ _ _ _ I J �L — — EXTG SEWER SERVICE TO BE A r — S — r — — — — Z_i —� — — — ABANDONED IN PLACE (TYP). x P4 E IS S— S S— S S I S� S S S T�— S I SEE NOTE 3. h ; b DISCONNECT B" PVC FROM 50' WIDE • REMOVE 90'BEND. A\ EXTG UTILITY EASEMENT ® H rn MANHOLE. SEAL MANHOLE TO BE ABANDONED. N FOR FUTURE WATER MAIN N FI WITH WATER TIGHT CONNECTION. to rn EXTENSION. � H IW—W W— .--WW WW�MI—W—i�W�W—W—W —W W--I—W— W�W I IT " �o pvy EXTG PROPERTY �t F EXTG 8" DI WATER MAIN TO BE 111LLL EXTG WATER SERVICE TO BE DISCONNECTED AT MAIN & REMOVE CURB STOP. LINE TO BE RELOCATED. ABANDONED IN PLACE. W I I N EXT'G 8" PVC SEWER I ABANDON WATER SERVICE IN PLACE. EXTG S Z � MAIN TO REMAIN. (SEE NOTE 2. & GUTTER Q I L I ; I I s EXT'G 8" DI WATERMAIN V � W =- I r EXTG HYD. TO BE �TO REMAIN. 11 s 30' WIDE I w REMOVED AND RELOCATED. I ///��� I"i Z b EXTG UTILITY EASEMENT I I SEE NOTE #5. TO BE ABANDON 30' WIDE i T ABANDONED. I I EXTG UTILITY EASEMENT. I� ® Z SAWCUT& REMOVE EXTG CURB &GUTTER TO BE ABANDONED & A 27 LF & 28 LF TO BE NEW EASEMENT PROVIDED. 10' WIDE EXT'G REMOVED i DISPOSED OFFSITE. IUTILITY EASEMENT. i �fEXT DISCONNECT WATEREXTG PROPERTY EXTG PROPERTYMAIN AND REMOVE LINE TO BE LINE TO BE G WATER SERVICE TO BE— ABANDONED. RELOCATED.FROM UNDER FUTURE _ — — — — — — — — — LONNECTED AT MAIN & REMOVE CURB STOP.J BUILDING.— — 3 — — (� T �.� ;;y\\�— —EXTG STREET LIGHT- -ABANDONED WATER SERVICE IN PLACE. TO BE RELOCATED SEE NOTE 2. EXTG 5' GUTTER & SIDEWALK. WIDE SIDEWALK. ;b�- �I: O WV!� CURB W WCUT & REMOVE EXTG CURB & N/ W WW W W WWW—W—WW—`pry —WW—W—WWW 'N f� 1 __ XTG SA W G as as as as as EXTG 8" DI WATER-as as& GUTTER. —as as a FIELD$TREET „^, w MAIN TO REMAIN. 34 LF TO BE REMOVED & DISPOSED {>� EXTG ROUNDABOUT. OFFSITE. 00 SAWCUT ASPHALT - - - CONCRETE & REMOVE b F'� SAWCUT& REMOVE EXTG CURB & GUTTER 118 LF TO BE REMOVED & DISPOSED AND DISPOSE OFF SITE OFFSITE. �yl � o Q o � ® � o ® � � F o NOTES: e, TOWN AND COUNTRY 1. ALL WATER AND SANITARY SEWER ABANDONMENT SHALL BE COMPLETED PER DEMOLITION PLAN C.O.B. & DEQ REQUIREMENTS. s �! HORZ. SCALE: 1" = 30' ?' �q 2. WATER SERVICES TO BE DISCONNECTED AT MAIN & REMOVE CURB STOP. ABANDON WATER SERVICE IN PLACE. SHEET 3. SEWER SERVICES TO BE ABANDONED IN PLACE. ®a2 4. ALL EXTG UTILITIES & STRUCTURES THAT ARE UNDER THE FUTURE BUILDING TOWN&COUNTRY ARE TO BE REMOVED AND DISPOSED OFF-SITE. TRENCH TO BE BACKFILLED & COMPACTED WITH CLEAN NATIVE PER MPWSS STDS. EX SITE/DEMO 5. REMOVE 6" DUCTILE:1R0:NHY:DR:ANT:LE-AD=ANDCAP EXISTING 8"X6"TEE WITH i PROJECT:18-121 6" CAP AT MAIN. 0 a DATE:03-02-20 i CITY OF BOZEMAN APPROVED FOR ONE YEAR FROM THIS DATE These plans an s pecifications have been reviewed by the City of Bozeman and ire hereby approved.This approval does not N imply any specifi warranty oflhe project design by the City of -W-M M �o--ww-RESORT DRIVE -wwwwwWWWWWWw-ww a\ Bozeman.All gineering design details and construction o operations pert rmance are the responsibility of the design o engineer andtheo 3 I EXT'G 8" DI PROPERTY LINE Im 09/20/2021 apaz s - - WATER MAIN m 3� Date City R 'e n w j_B^� Ij_G I-`Jfl p G-FI��IG-FIB�G=FIG- UG-FI= -UG=FIB---UG-FIB-�1G=FIB-SIG-FIB-SIG-FIB UG-FIu�G-FIB UG-FI :iG-FIB- p SCALE EXT'G 5' WIDE SIDEWALK SCALE 0 10 20 40 3 n f 0 35 70 140 w_ 1"=20 1"=70 m J3///IIL EXT'G 12" DI Al PROPERTY LINE _ o I WATERof X MN c - - - - - - - - - - - - - - - - `-- - y of 3 [r �TTTF I a -I- _ _ - - - - - _ �n� w www w T-�• w- w �' / FALLON STREET S 5 > N FUTURE BLDG I I I FUTUREBLDG le-ma c FIB c-r _ _ _ - J off` 11 O a PAD - I PROPERTY LINE PAD `. s -sa =mac I z c F _ II 3 I II- f CC •� I II V SAWCUT& REMOVE EXT'G ASPHALT, - - cUDs o. CURB & SIDEWALK. BACKFILL& COMPACT �/1 m „%%I PE © WITH CLEAN MATERIAL UP TO BASE COURSE. STA 2+11.63 v- e 3 I� I crxsFa REPLACE PAVEMENT, CURB & SIDEWALK TO �`J •,,` / � s DEFLECT PIPE AT NEAREST :`: TOWN 11 MATCH EXT'G THICKNESS. TACK COAT AND _PHASE LINE JOINT TO MAINTAIN ALIGNMENT COUNTRY / 72 STA 0+13.10 - - - ` S SEWER MAIN CROSSING. SEAL ALL JOINTS. - - .. ,„ -I- - FOR HYDRANT BURY DEPTH. _ G MAINTAIN 18' VERTICAL SEPERATION. DRAWN BY: EWR STA 2+20.65 30' WI E RELOCATED HYD. ASSEMBLY F>.'{`;�' °° w - - �•�' ( REVIEWED BY:CGB UTILITY EASEMENT N I, g (ADJUST AS NECESSARY TO FINISHED GRADE) k•I�'/ "/%fy _I,..T:;; f„I f PROJECT ENGINEER:CGB 0+0D - 1+0o B" DI CLASS 51 WATER MAIN - �.;,„ n 2+00 2+24Y: -�- EEt� II f ,.,�/%�I DESIGNED BY:CGB .S S WI -W -IW W -W W -W r-F--W w-"'I-w- w 3 I STA 1+91.08 s ^''_,_. - / W s ti o o� O I � --' SANITARY SEWER CROSSING �-� � --�-- �'"r•-° v� � STA 0+15.10 3 �--�� �• -- - - - %li�. 45 VERT BEND. MJXMJ MAINTAIN 18"VERTICAL SEPARATION. _ A I 3 III I. U STA 1+92.10 STA 2+23.68 _ -MELD STREET w w ti t'n STA 0+05.00 DEFLECT PIPE AT O 45, VERT. BEND MJXMJ 3 REMOVE 90' BEND & i 1 1� NEAREST JOINT _ ------- ------ 14 Gs as 0S s ABANDON LINE TO ,,pp,��yy'' STA 2+20.68 THE WEST. CONNECT TO \ wl I l s STA 0+00.00 8"X6" HYD. TEE EXT'G 8" DI WATER MAIN \� ry 1 '',� 44 HOT TAP EXT'G MAIN. 12"X8"TAPPING TEE, O w, w WITH 8" GATE VALVE. 'I , 8" GATE VALVE & THRUST BLOCK. O O ENSURE WATER TIGHT CONNECTION. o w TOWN AND COUNTRY EXT'G 8" PV 3 EXT'G 8" PVC- - - ° - - - - - - SEWER MAIN ( II OVERALL SITE I�SEWER MAIN 3 EXYG 8" DI WATER MAIN p I S TO BE ABANDONED IN\PLACE. S S L 5 S S cn TOWN AND COUNTRY 04 WATER MAIN PLAN z HORZ. SCALE: 1" = 20' z ON STA 2+20.68 ® �d HYD. ASSEMBLY BURY LINE 4829.22 9.5' BURY DEPTH 4830 4830 FINISHED GRADE EXT'G GRADE _ NOTES: 1. EXISTING UG INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO STA 1+91.08 THE BEST INFORMATION AVAILABLE TO ENGINEER. THE ENGINEER DOES NOT GUARANTEE SEWER MAN f482 N CROSSING THE ACCURACY OF SUCH INFORMATION. SERVICES LINES (WATER, POWER, GAS, STORM, - - -/ SEWER, TELEPHONE & TV) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. p//�� e0j INV. 0.9 ' ' � 6.5' MIN 2. ENSURE ALL NEW CONNECTIONS ARE WATER TIGHT. 1' SPOOL FLXMJ COVER _ 18" MIN _ 3. EXISTING UTILITY DEPTHS ARE ASSUMED. CONTRACTOR TO VERIFY DEPTH OF UTILITY b 4820 STA 0+13.10 SEPARATION 4820 PRIOR TO CONSTRUCTION. IF CONFLICT EXISTS CONTACT DESIGN ENGINEER FAR ENOUGH IN 00 ADVANCE TO RESOLVE CONFLICT WITHOUT CREATING DELAY IN CONSTRUCTION. EXTG 01 EXT'G 8" PVC SEWER MAIN rya INV. ±4816.1 WATERBMAIN 4. BACKFILL & COMPACT TRENCH FROM REMOVAL OF SANITARY SEWER & WATER MAIN PER b > 00 _ ERMAIN 18" MIN 51 WAT t224 LF CITY OF BOZEMAN STANDARDS WITH CLEAN NATIVE BACKFILL. C1p55 DEFLECT PIPE AT 2 STA 2+23.68 M �p SEPARATION 8' DI REMOVE EXT'G 90' BEND & 5. INSTALL JOINT RESTRAINTS ON ALL JOINTS & FITTINGS WITHIN 10' FEET OF ALL >4 5 NEAREST JOINTS TO MAINTAIN ABANDON LINE TO THE WEST. FITTINGS, OR AS SPECIFIED ON PLANS. ppy STA 0+00.00 18" VERTICAL SEPARATION AND TO T'G CONNECT TO EX 8" DI a k=7 MAINTAIN ALIGNMENT. WATERMAIN WITH 8" GATE VALVE. 6. MAX DEFLECTION FOR 8" DUCTILE IRON PIPE 5' FULL LENGTH OF PIPE. HOT TAP EXT'G 12" DI MAIN. INV. 4818.21 INSTALL 12'X8"TAPPING TEE INV. 4819.73 ENSURE WATER TIGHT 3 CONNECTION. 7. MAINTAIN 18" VERTICAL CLEARANCE FOR ALL WATER AND SEWER UTILITY CROSSINGS. FLXFL, 8" GATE VALVE & THRUST BLOCK. STA 0+15.10 FINISHED GRADE STA 2+20.68 INV. ±4819.7 ® 00 INV. ±4815.9 45' VERT BEND. WATER MAIN INV. ELEVATION 8"X6" HYD. TEE 8. MAINTAIN A MINIMUM OF 6.5' OF COVER OVER THE PROPOSED WATER MAIN. IF 6.5' OF 4 Cd� INV. 4813.41 INV. 4819.72 VERTICAL COVER CANNOT BE MAINTAINED. INSTALL RIGID FOAM BOARD INSULATION PER CITY !�! 4810 STA 0+05.00 4630 OF BOZEMAN STANDARDS. PF'�91 n N 45' VERT BEND. N n ^n r m �I .r 4 INV, 4816.01 0"t '�n a 06 9. INSTALL V-BIO WRAP AROUND ALL DI WATER MAIN OR APPROVED EQUAL. N Na N^f N N� a a a;0- .0 a s 0+00 1+130 2+D0 SHEET C4.® TOWN AND COUNTRY TOWN&COUNTRY WATER MAIN PROFILE m WATER MAIN HORZ. SCALE: 1" = 20' 121 VERT. SCALE: 1" = 4' PROJECT: - DATE:03-02-2020 CITY OF BOZEMAN APPROVED FOR ONE YEAR FROM THIS DATE These plans an s eci ica ions nave Been re-vRe-w­Fa By the city of Bozeman and re hereby approved.This approval does not imply any specifi warranty of the project design by the City of N N ¢ Bozeman.All a gineering design details and construction p N operations pert rmance are the responsibility of the desi ,ram p o engineer and the owner. 4-T,4k;5 4,, CITY OF BOZEMAN REQUIREMENTS FOR INSTALLATION OF 4. A DOUBLE DEFECTOR CHECK VALVE ASSEMBLY MAY BE r 09/20/2021 apazsolis 1 ° ;�� ` DOUBLE CHECK VALVE ASSEMBLY: USED WITH A STANDARD CITY METER. THE METER LOOP OF m ��"rr,a THE DOUBLE DETECTOR CHECK VALVE SHALL HAVE A DOUBLE z Date City Review Engineer .5;.'6'�'.>.,5,-r,6,, 3 3 ,r ,aria''. CHECK VALVE ASSEMBLY INSTALLED WHICH MEETS THE SAME a w w 4'4714 1. THE FIRST FITTING INSIDE OF THE BUILDING SHALL BE A INSTALLATION CRITERIA SPECIFIED ABOVE IN REQUIREMENT o '4,'v" UL LISTED FLANGED MUELLER OS&Y VALVE, OR APPROVED NUMBER TWO. STA 1+30.99 SCALE EQUAL, THE SAME SIZE AS THE FIRE SERVICE LINE. STA 0+51.74 6" DI 90' BEND 5. HORIZONTAL INSTALLATIONS MUST BE A MINIMUM OF 2' L 6DI 90' BEND MJXMJ WITH VERT ROLL MJXMJ Q 0 5 30 1A 2. ALL DOUBLE CHECK VALVE ASSEMBLIES SHALL BE: CLEAR ABOVE THE FINISHED FLOOR. ws J-Ws ws ws wS ws1+00 w ws s-ws w A. UL OR FM LISTED. 6. THE FIRE SERVICE RISER MUST BE A MINIMUM OF 2' CLEAR F'S FS-FS FS ry 1 -10 w � - - " t�I'•" p= FROM ANY OUTSIDE WALL, AND A MINIMUM OF 1' CLEAR FROM Z ® ` �44;, _ B. APPROVED BY THE UNIVERSITY OF SOUTHERN ANY INTERIOR WALL, UNLESS NOTED OTHERWISE.. p "1•�"W',y ', CALIFORNIA FOUNDATION FOR CROSS CONNECTION CONTROL "�`�•`�; PROPERTY LINE in PROPOSED 6" DI AND HYDRAULIC RESEARCH (USCFCCCHR) FOR OPERATION IN 7, THE INCOMING FIRE SERVICE LINE SHALL BE A MINIMUM `� v FIRE SERVICE _ ° THE PROPOSED POSITION (VERTICAL OR HORIZONTAL) AS 6.5% AND A MAXIMUM OF 7.5' BELOW THE FINISHED GRADE. I 11�{0A,,- �� _ °a SHOWN ON APPROVED PLANS. a a :A;1 ° ° d° !--- B. ALL FIRE SERVICE LINE APPURTENANCES SHALL HAVE A w w 'd a 'I C. INSTALLED AS SHOWN ON THE APPROVED PLANS MINIMUM PRESSURE RATING OF 175 PSI. w n i., °d 3. A FLOW DETECTION DEVICE SHALL BE INSTALLED 9. LINE SIZING: THE DOUBLE CHECK VALVE ASSEMBLY SHALL z ° ° a° IMMEDIATELY FOLLOWING THE DOUBLE CHECK VALVE ASSEMBLY BE EQUAL IN SIZE TO BOTH THE INCOMING PIPE DIAMETER (ALARM CHECK VALVE, FLOW SENSOR/ALARM, METER, ETC.) AS (UPSTREAM) AND OUTGOING PIPE DIAMETER (DOWNSTREAM). Z N d ° ° - I° - - SHOWN ON THE APPROVED PLANS. PADDLE-TYPE FLOW ALARMS PROPOSED 2" TYPE K d ° ° NOT PERMITTED ON DRY SYSTEMS. COPPER WATER SERVICE ° r - d PROPOSED 30' WIDE UTILITY ° d NOTES: EASEMENT TO BE INCLUDED 1. POT HOLE AND VERIFY EXISTING UTILITY DEPTHS 5. BACKFILL AND COMPACT WITH CLEAN NATIVE FOR EXTG 8" DI WATER MAIN. m AND LOCATION PRIOR TO CONSTRUCTION. IF MATERIAL BELOW BASE COURSE. v euoEs a. PE _ _ _ CONFLICT IS FOUND NOTIFY DESIGN ENGINEER FAR - - - .4 -r ' ENOUGH IN ADVANCE TO RESOLVE CONFLICT 6. ENSURE ALL NEW CONNECTIONS ARE WATER 1 I i i i � WITHOUT CREATING DELAY IN CONSTRUCTION. TIGHT. STA 1+64.73 2. V MINIMUM CLEARANCE FROM BOTTOM OF 7. INSTALL V-BIO WRAP AROUND ALL 6" DI FIRE l I REMOVE AND DISPOSE- INSTALL 6" DI FIRE SERVICE RISER & FOOTING TO TOP OF FIRE SERVICE WATER PIPE. SERVICES OR APPROVED EQUAL. DRAWN BY: EWR FLANGED OS&Y VALVE & THRUST I OFFSITE REMAINING 8" BLOCK. SEE FIRE SPRINKLER DESIGN 3. INSTALL JOINT RESTRAINTS ON ALL JOINTS & 8. CLASS 1 SYSTEM FIRE SERVICE LINE TO BE REVIEWED BY:CGB I DI WATER MAIN PLANS FOR INFO BEYOND OS&Y VALVE. FITTINGS WITHIN 10' FEET OF ALL FITTINGS. INSTALLED. PROJECT ENGINEER:CGB o 1 m: CONTRACTOR TO CONFIRM SIZE AND w w U�+ w Iw LOCATION INSIDE BUILDING PRIOR TO 4. VERIFY SERVICE SIZES PRIOR TO CONSTRUCTION 9. RISER ROOM MUST PROVIDE ENOUGH VERTICAL DESIGNED BY:CGB f o" I - PLACEMENT OF SERVICE. WITH MECHANICAL ENGINEER. CLEARANCE ABOVE OS&Y VALVE TO NOT INTERFERE WITH THE CITY'S OPERATIONS. STA 0+00.00 I CONNECT TO EXT'G 8 DI WATER MAIN. INSTALL 8"X6" 90 BEND GENERAL NOTES: EXTG 8" DI I MJXMJ, 6" GATE VALVE, WATER MAIN I & THRUST BLOCK. 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO CURRENT CITY OF BOZEMAN 1� --- �'------ J-;L165 LF 6" DI FIRE SERVICE- - - T - - - - STANDARDS. UNLESS OTHERWISE APPROVED BY THE ENGINEER CONSTRUCTION SHALL s (ALTERNATE - 8" 90' BEND WITH S+X6" REDUCER) BE DONE BETWEEN 8:00 A.M. AND 5:00 P.M., MONDAY THROUGH FRIDAY b 2. CONTRACTOR SHALL PROVIDE FOUR SETS OF REVIEWED MATERIAL SUBMITTALS TO DESIGN ENGINEER, WITH INSURANCE CERTIFICATE AND PERFORMANCE AND PAYMENT TOWN AND COUNTRY BONDS 5 BUSINESS DAYS PRIOR TO THE PRE-CONSTRUCTION CONFERENCE. BONDS EXTG 5' `1° 4567 FIELD STREET TO BE TO THE OWNER. CITY OF BOZEMAN AND MADISON ENGINEERING SHALL BE WIDE SIDEWALK 1 � NAMED AS ADDITIONAL INSURED. y4 A. 3. CONTRACTOR SHALL ATTEND AND PARTICIPATE IN A CITY OF BOZEMAN PRE-CONSTRUCTION CONFERENCE. DESIGN ENGINEER TO SCHEDULE PRE-CONSTRUCTIONd CONFERENCE ONCE MATERIAL SUBMITTALS, BONDS AND INSURANCE CERTIFICATES HAVE �0 TOWN AND COUNTRY BEEN SUBMITTED FOR REVIEW. �l FIRZ�. S11CA INIPLAION' 4. CONTRACTOR SHALL APPLY FOR AND PROCURE STREET CUT PERMIT IF NECESSARY. O 5. CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES I� WHERE NEW FACILITIES CROSS OR CONNECT. CONTRACTOR SHALL BE RESPONSIBLE FOR W PROPOSED BLDG. EXPOSING POTENTIAL UTILITY CONFLICTS FAR ENOUGH AHEAD OF CONSTRUCTION TO f4y vq� 6" DI OS&Y VALVE MAKE NECESSARY GRADE MODIFICATIONS WITHOUT DELAYING THE WORK. ALL UTILITY 4830 MAINTAIN 2' CLEARANCE BETWEEN PIPE 4830 AL OW THE CONTRACTOR TO PREVENT GRADE OROSSINGS SHALL BE POTHOLED AS NECESSARY ALIGNMENT NMENTR TO XCONFLICTS.CAVATING OR BORING TO b FACE AND INSIDE EDGE OF EXTERIOR t� WALL & 1' CLEARANCE BETWEEN PIPE 6. AT LEAST 2 BUT NOT MORE THAN 10 BUSINESS DAYS BEFORE BEGINNING ANY FACE & INTERIOR WALLS. EXCAVATION, THE CONTRACTOR SHALL, ACCORDING TO MCA 69-4-501, NOTIFY ALL IR�� SEE DETAIL 2 ON SHT. C6.0 FINISHED FLOOR OWNERS OF UNDERGROUND FACILITIES AND COORDINATE THE WORK WITH THE OWNERS s_a 2' MIN ELEVATION 4827.8 OF SUCH UNDERGROUND FACILITIES. THE INFORMATION SHOWN OR INDICATED IN THE �{ EXTG GROUND CONTRACT DOCUMENTS WITH RESPECT TO EXISTING UNDERGROUND FACILITIES IS BASED ) ON INFORMATION AND DATA OBTAINED FROM THE OWNERS OF THE FACILITIES WITHOUT FIELD EXPLORATION, AND AS SUCH, OWNER AND ENGINEER ARE NOT RESPONSIBLE FOR FINISHED GRADE THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION OR DATA. INSTALL WATER 7. CONTRACTOR SHALL BE RESPONSIBLE FOR MANAGING CONSTRUCTION ACTIVITIES TO TIGHT SLEEVE PER INSURE THAT PUBLIC AND PRIVATE STREETS AND PARKING LOTS ARE KEPT CLEAN OF - NFPA CODE. 2" MUD, DUST OR DEBRIS. DUST ABATEMENT SHALL BE MAINTAINED BY ADEQUATE CLEARANCE WATERING OF THE SITE BY THE CONTRACTOR TO SUBSTANTIALLY LIMIT DUST FROM THE _ - - - - - - - - - _ I BETWEEN CONCRETE CONSTRUCTION SITE. UNDER NO CIRCUMSTANCE SHALL THE CONTRACTOR ALLOW 'I--I & PIPE. CONSTRUCTION DEBRIS, MUD OR GRAVELS TO BE LEFT ON THE STREETS OVER NIGHT. ly 8. CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT AND FACILITIES REQUIRED FOR TESTING ALL UTILITY PIPING IN ACCORDANCE WITH CITY CONSTRUCTION PROPOSED FOUNDATION SPECIFICATIONS. COST OF ALL TESTING SHALL BE BORNE BY THE CONTRACTOR. INSPECTOR SHALL BE ON SITE TO WITNESS ALL TESTING. CONTRACTOR SHALL NOTIFY cn NO JOINTS ALLOWED INSPECTOR AND CITY OF BOZEMAN ENGINEERING DEPARTMENT A MINIMUM OF 24 BTWN 90' VERT. BEND b 6.5' MIN & OS&Y VALVE. HOURS (1 BUSINESS DAY) PRIOR TO TESTING. ry>D COVER L J 9. NO TRENCHES IN ROADS OR DRIVEWAYS SHALL BE LEFT IN AN OPEN CONDITION OVERNIGHT. ALL SUCH TRENCHES SHALL BE PLATED OR BACKFILLED, COMPACTED AND I4a r� CLOSED BEFORE THE END OF EACH WORK DAY AND NORMAL TRAFFIC FLOWS RESTORED. B` 'n 4820 4620 10. ALL PAVEMENT CUTS SHALL BE DONE IN SUCH A MANNER WHICH WILL RESULT IN A �p "I CLEAN STRAIGHT/SQUARE EDGE BY SAW. THE TOP 12-INCHES OF THE EXCAVATED M .. ti65 LF OF CL 51 6"DI AREA WITHIN THE STREET SHALL BE FILLED WITH ROAD MIX AND COMPACTED. STREET FIRE yl �gp SERVICE CLOSURES MUST BE COMMUNICATED THE CITY POLICE DEPARTMENT, THE CITY STA 0+00.00 ENGINEER, AND THE PROJECT ENGINEER. ly SAWCUT EXTG PIPE & STA 0+51.74 11. PRIOR TO PAVING CONTRACTOR SHALL CONTACT DESIGN ENGINEER TO SCHEDULE A DISCONNECT WATER MAIN. 90' HORIZ. BEND CLASS 1 SYSTEM PRE-PAVING WALK THRU WITH THE CITY. GENERAL CONTRACTOR AND PAVING INSTALL 6" GATE VALVE, INV. 4818,43 CONTRACTOR SHALL ALSO BE PRESENT. ® = 8"X6" 90' BEND & V STA 1+30.99 STA 1+64.73 % I-H W THRUST BLOCK. 90, HORIZ. BEND 90' VERT. BEND _ �+ INV. t4819.1 FINISHED GRADE 3 UST BLOCK. _ WITH VERT. ROLL & THRUST ua SEE SHT. C0.2 DEMO PLAN FIRE SERVICE INV. ELEVATION INV. 4817.42 INV 4817.43 Q - 4815 4615 ; �I No N a DN pp N N N^ N SHEET -0 ? M M C4"Il 0+00 1+00 TOWN AND COUNTRY T TOWN&COUNTRY FIRE MAIN PROFILE 7- FIRE SERVICE PROJECT:18-121 HORZ. SCALE: 1" = 10' VERT. SCALE: 1" = 2' < DATE:03-02-20 ...... ........... . CITY OF BOZEMAN APPROVED These plans an pecifications have been reviewed by the City of Bozeman and am hereby approved.This approval does not F Imply any specifi warranty of the project design by the City of p Bozeman.All E ngineering design details and construction operations pert rmance are the responsibility of the design engineer and the owner. m 09/20/2021 apazsolis Z Date City Review Engineer yTyTy STEEL POST MARKER PAINTED BLUE B NOTE: WHERE TRENCH PASSES THROUGH EXISTING PAVEMENT THE PAVEMENT LOCATION OF CURB BOX SHALL BE CUT ALONG A NEAT VERTICAL LINE A MINIMUM OF 12" FROM THE NO COUPLINGS OR OTHER JOINTS OR AS SHOWN ON PLAN 1 EDGE OF THE TRENCH OPENING. WHERE NEAT LINE IS LESS THAN 3' FROM ALLOWED ON SERVICE PIPE FROM EDGE OF EXISTING PAVEMENT OR CURB AND GUTTER SECTION. CORP. STOP TO CURB STOP FOR 1' ' MIN A REMOVE AND REPLACE ENTIRE PAVEMENT SECTION BETWEEN TRENCH AND 3/4' AND 1" SERVICES. STRAIGHT BEND EDGE OF PAVEMENT. COPPER PIPE SHALL BE USED FOR 2.5' Z REDUCER a 1 1/2" AND 2" SERVICES CURB BOX o TRENCH BACKFILL IN ROAD UNDISTURBED EXISTING TO BE FLOWABLE FILL 6.5' MIN. EARTH PAVEMENT PER C.O.B. STDS. TN'B'CONTRACTOR COVER 8' PROVIDE 5' > SURFACE 12" GROUND SURFACE EASEMENT STATIONARY .l�rYi ii�.��� ✓<.C2lcuN<'! �:"! ' MIN ROD IN ALL _ SEE DETAIL CURB BOXES i, -J BELOW CURB STOP yjATER MAIN BASE MASTOP TERIAL SLOPING, ®ENCHING OR SUPPORT �,� -�� SYSTEMS IN THIS AREA TO CONFORM SELECT MATERIAL d ` CORPORATION STOP TO O.S.H.A. REGULATIONS TYPE H AC"C'• ? TRENCH BACKFILL DETAIL OF A i /i BACKFILL AREA (SEE z PROPERLY �,y,' �� .SPECIFICATIONS) SERVICE PIPE TEE TEE (Plugged) i� ���� r i i iiiii SIZE PER PLAN INSTALL DETECTABLE WARNING TAPE INSTALLED p 18" DEPTH CORPORATION i i , 6" MIN. N STANDARD DIMENSIONS FOR THRUST BLOCKING STOP. TAP MAIN U ���� 6" AT SPRINGLINE TEES REDUCERS & SELECT TYPE 1 BEDDING - VTR-NCH BOTTOM & PLUGS 90' BEND 45' BEND MATERIAL PLACED IN 6" SELECT TYPE 1 BEDDING MATERIAL PLACED o: FITTING & WYES 22YZ' BEND LAYERS AND COMPACTED IN 6" LAYERS AND COMPACTED AS GENERAL NOTES: .. oers ae SIZE AS SPECIFIED IN SECTION 0221. SPECIFIED IN SECTION 0221. A B A B A B A B 1. WATER SERVICE LINES SHALL HAVE A MINIMUM 6 1/2 \\\\ \\\\ FOOT COVER MEASURED FROM THE EXISTING GROUND I 6" 2'-0" P-11^z'-s" 2'-z^P-1o"1'-7" 1'-9^ o'-1n^ -p1�;Fm7-mm TYPE 2 BEDDING WHERE SURFACE, EXCEPT THAT COVER SHALL BE MEASURED FROM 8" 2'-8" 2'-6" 3'-2" 3'-0" 2'-5" 2'-1" 1'-e" 1'-6" REQUIRED FOR SOFT OR CENTER LINE STREET GRADE WHEN SERVICE LINES ARE LAID DRAWN BY: EWR UNSTABLE FOUNDATION. TO A STREET SIDE WHICH HAS AN UPHILL SLOPE. WATER 12" 4'-0" V-10"4'-8" 4'-8" S-8" 3'-3" 2'-7" 2'-3" TRENCH WIDTH-O.D. SERVICE LINES SHALL HAVE A MAXIMUM 7 1/2 FOOT REVIEWED BY:CGB OF PIPE PLUS 2' COVER AT CURB STOP. MIN. TRENCH PROJECT ENGINEER:CGB WIDTH=3.5' 2. WATER SERVICE LINES SHALL BE INSTALLED WHERE SHOWN ON THE DRAWINGS OR AS SPECIFIED. DESIGNED BY:CGB NOTES: 3. BEDDING SHALL BE 1" DIA. MAXIMUM WITHIN 5" OF 1. THESE TABLES ARE BASED ON 150 PSI MAIN SERVICE PIPE. PRESSURE & 2000 PSF SOIL BEARING PRESSURE. -SEE O.S.H.A. CONSTRUCTION STANDARDS FOR EXCAVATION 4. INSTALL CURB STOP SO THAT OPERATING KEY IS 2. WRAP ALL FITTINGS WITH POLYETHYLENE, IF PARALLEL TO STREET IN OFF-POSITION. REQ'D BY CITY OF BOZEMAN. 5. INSTALL CURB STOP AND VALVE BOX IN PAVEMENT AREA. DETAIL tl�2 DETAIL a DETAIL c6u THRUST BLOCKING FOR WATER MAIN FITTINGS TYPICAL UTILITY TRENCH DETAIL c6o WATER SERVICE LINE FROM C.O.B. STD. DWG. NO 02660-1 C.O.B. STD. DWG NO. 02221-1 C.O.B. STD. DWG. NO. 02660-6 U b Z M NOTES: ONLY FITTING ALLOWED BETWEEN FIRST OS&Y VALVE Z AND BACKFLOW ASSEMBLY TO BE 90' BEND. NO PRESSURE GAUGES OR PRESSURE GAUGE FIRE SERVICE RISER MUST BE A MINIMUM FITTINGS WILL BE ALLOWED ON THE TEST PORTS OF OF 2' FROM ANY OUTSIDE WALL AND A ANY BACKFLOW ASSEMBLY. MINIMUM OF 1' FROM ANY INTERIOR WALL. MATCH EXT'G SIDEWALK THICKNESS 4" THICK 6" OS&Y VALVE MATCH EXT'G• P.C.C. (MIN) a a MIN. 1—FOOT AND .q. MAX. 2—FOOT CLRNCE 3" COMPACTED CRUSHED BETWEEN FINISH °ad ROCK BASE OFLFLANGE OF OS&Y VALVE to N COMPACTED SUBGRADE 6" CL 51 DI FLANGE TO BE THREADED ON � H - - - - - -� —� —� RISER STANDPIPE. MJ TO FLANGE ADAPTORS NOT ACCEPTABLE. - � c " MIN REDI ROD, INSTALLED IN E v' NOTES: EVERY OTHER AVAILABLE M.J. INSTALL WATER TIGHT SLEEVE AT F BOLT HOLES (TYPICAL) — �" FLOOR PENETRATION PER NFPA CODE Pq .� 1. CONCRETE DEPTH FOR STD. SIDEWALKS SHALL BE 4" MIN. E 2. SIDEWALKS SHALL SLOPE AWAY FROM STRUCTURES AND BUILDINGS RODS ACCEPTABLE FOR 4' " >+ AS SHOWN ON GRADING PLAN. MAXIMUM CROSS SLOPE — 2.0% LINES u (p� 3. CONCRETE SHALL BE 4,000 PSI ® 28 DAYS. 5" DIA. 90'BEND 4. CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS EQUIVALENT MJXMJ WITH THRUST WLOT TO THE WIDTH. BLOCK PER COB STD ` 5. EXPANSION JOINT MATERIAL SHALL BE PLACED AT 50' INTERVALS AND DWG 02660-13 op AS SHOWN ON ADDITIONAL DETAILS. e U $ DETAIL DETAIL cw.o 6"FIRE SERVICE RISER g i c6u CONCRETE SIDEWALK z N.T.S C.0.6, STD. DWG. N0. 02660-13 00°O r b SHEET C6.® TOWN&COUNTRY DETAILS i PROJECT:18-121 DATE:03-02-20