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HomeMy WebLinkAboutCrestview Condominiums - Infrastructure Improvements-AsBuilts INFRASTRUCTURE IMPROVEMEN FOR CRESTVIEW CONDOMINIUM BOZEMAN, MT b � AS—BUILTS O Ii � cutumwnt s<Tt corm rn 0 > � aoo--S,. cmrm sr. ai urke St. �v U; Si ental Trail SHEET INDEX v SHEET NO. DESCRIPTION DATE z Cattail Street. Cattail St. COVER SHEET 11/20/18 Blondie St. Orville Way NOVE 9 2018 C0.1 GENERAL NOTES 11/20/18 Kim rwicke NOV EMBER SANITARY SEWER PLAN AND PROFILE 11/20/18 _ C3.1 SANITARY SEWER PLAN AND PROFILE 11/20/18 v Kimherwicke St. 6 0 tR = o ITY LIMITS n �;n 3 C4.0 WATER PLAN AND PROFILE 11/20/18 ni ri 3 E PROJECT a o Gallows St. w LOCATION E > > J Equestrian Ln a a - PUBLIC CITY artain z Boothill Ct. 3 �a oa PARK m w O O Baxter Rd. Baxter RL I rn > U K K W a r E Q J IW/1 m 0 n K Q � T O� Z -N Z VICINITY MAP » LEGAL DESCRIPTION LOT 6 BAXTER LANE SUBDIVSIONLOCATED IN THE SW Ya OF SECTION 35, T1S, R5E P.M.M..CITY OF BOZEMAN, GALLATIN COUNTY, STATE OF MONTANA. PLAT.H-15 MINOR.SUB 210 SECTION 35, T1S, R5E LOT 3 LESS GALLATIN CENTER.SUB PHASE 1-4 E E ti 2 r���111 Ji(UpVOItl Owner: Surveyor: Civil Engineering by: � 4a�NR�se y - ® BUDESKI. �p1.No.10 MERIDIAN SURVEYING MADISON ENGINEERING FHG CONSTRUCTION ]L]LC p 64 BRECKEN COURT 895 TECHNOLOGY BLVD,SUITE 203 2972 N 27TH AVENUE SUITE A BOZEMAN,MT 59718 BOZEMAN,MT 59718 BOZEMAN,MT 59718 (406)586-0262(406)586-5740 FAX A�BUILT COVER SfIEET m W N GENERAL NOTES: GRADING.PAVING&DRAINAGE H �a 7.PRESSURE, VELOCITY FLUSH,AND BAC-T TESTS ARE REQUIRED FOR THE O 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO MONTANA PUBLIC WORKS STANDARDS, MDOT, i.UNLESS OTHERWISE NOTED,ALL GRADING, ROCKING AND PAVING SHALL WATER MAIN AND FIRE SERVICES. ALL TESTS SHALL BE PERFORMED BY o AND CURRENT CITY OF BOZEMAN MODIFICATIONS. UNLESS OTHERWISE APPROVED BY THE ENGINEER CONFORM TO MOOT AND MONTANA PUBLIC WORKS STANDARD THE CONTRACTOR AND WITNESSED BY THE DESIGN ENGINEER. CITY OF CONSTRUCTION SHALL BE DONE BETWEEN 8:00 A.M. AND 5:00 P.M., MONDAY THROUGH FRIDAY. SPECIFICATIONS, MOST CURRENT ADOPTED EDITION, WITH CITY OF BOZEMAN BOZEMAN SHALL OPERATE THE VALVES. } MODIFICATIONS. m 2. CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES WHERE NEW B.CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT AND FACILITIES z FACILITIES CROSS OR CONNECT. CONTRACTOR SHALL BE RESPONSIBLE FOR EXPOSING POTENTIAL 2.CONTRACTOR SHALL PREPARE AND PROCURE A DEQ STORM WATER REQUIRED FOR TESTING ALL UTILITY PIPING IN ACCORDANCE WITH CITY 3 w a UTILITY CONFLICTS FAR ENOUGH AHEAD OF CONSTRUCTION TO MAKE NECESSARY GRADE POLLUTON PREVENTION PLAN(SWPPP)AND CITY OF BOZEMAN STORM SCALE MODIFICATIONS WITHOUT DELAYING THE WORK. ALL UTILITY CROSSINGS SHALL BE POTHOLED AS WATER MANAGEMENT PERMIT CONSTRUCTION SPECIFICATIONS. COST OF ALL INITIAL AND RETESTING NECESSARY PRIOR TO EXCAVATING OR BORING TO ALLOW THE CONTRACTOR TO PREVENT GRADE OR SHALL BE BORNE BY THE CONTRACTOR. a �o• m xa ALIGNMENT CONFLICTS. 3.CONTRACTOR SHALL BE RESPONSIBLE FOR MANAGING CONSTRUCTION ACTIVITIES TO INSURE THAT PUBLIC AND PRIVATE STREETS AND PARKING 3. CONTRACTOR SHALL ERECT AND MAINTAIN BARRICADES, WARNING SIGNS,AND TRAFFIC CONES PER LOTS ARE KEPT CLEAN OF MUD, DUST OR DEBRIS. DUST ABATEMENT EXT'G 12" WATER MAIN - Tom' Ar MOOT REQUIREMENTS IN ACCORDANCE WITH THE MUTCD (INCLUDING MONTANA AMENDMENTS). ALL SHALL BE MAINTAINED BY ADEQUATE WATERING OF THE SITE BY THE _ __ TRAFFIC CONTROL MEASURES SHALL BE APPROVED AND IN PLACE PRIOR TO ANY CONSTRUCTION CONTRACTOR TO SUBSTANTIALLY LIMIT DUST FROM THE CONSTRUCTION SITE. - - 3 ACTIVITY. UNDER NO CIRCUMSTANCE SHALL THE CONTRACTOR ALLOW CONSTRUCTION DEBRIS,MUD OR GRAVELS TO BE LEFT ON THE STREETS OVER NIGHT. I i EXT'G 8" SEWER z 4.AT LEAST 2 BUT NOT MORE THAN 10 BUSINESS DAYS BEFORE BEGINNING ANY EXCAVATION, THE W W W W W W �l NI IF MAIN CONTRACTOR SHALL, ACCORDING TO MCA 69-4-501, NOTIFY ALL OWNERS OF UNDERGROUND - 4.CLEAR AND GRUB WITHIN WORK LIMITS SHOWN ON THE DRAWINGS ALL --- j U FACILITIES AND COORDINATE THE WORK WITH THE OWNERS OF.SUCH UNDERGROUND FACILITIES. THE -- - -- - - - - - - - - - - INFORMATION SHOWN OR INDICATED IN.THE CONTRACT DOCUMENTS WITH RESPECT TO EXISTING SURFACE VEGETATION, TREES, STUMPS, BRUSH,ROOTS,ETC. STRIP WORK _ i ( W I w UNDERGROUND FACILITIES IS BASED ON INFORMATION AND DATA OBTAINED FROM THE OWNERS OF LIMITS,REMOVING ALL ORGANIC MATTER WHICH CANNOT BE COMPACTED S S S S S S S w THE FACILITIES WITHOUT FIELD EXPLORATION,AND AS SUCH, OWNER.AND ENGINEER ARE NOT INTO A STABLE MASS. ALL BRUSH AND DEBRIS ASSOCIATED WITH 3 SARTAIN STdtEET I V� a RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION OR DATA. CLEARING, STRIPPING OR GRADING SHALL BE REMOVED AND DISPOSED OF r -� W W w OFF-SITE. /'.- - / ..- m m 5. BACKFlLL MATERIAL UNDER IMPROVED AREAS SHALL BE PLACED IN 8 TO 12-INCH LIFTS AND EXT'G 8" SEWER MAIN \�\ COMPACTED IN ACCORDANCE WITH GEOTECHNICAL RECOMMENDATIONS. \� rr �- ;!/�I I -5.FOLLOWING STRIPPING OPERATIONS, SUBGRADE SHALL BE COMPACTED PER __ to GEOTECHNICAL REPORT SPECIFICATIONS. IF NO REPORT IS AVAILABLE - -.- - - 31 3 6. CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT AND FACILITIES REQUIRED FOR TESTING E 3 WH CITY CONSTRUCTION SPECIFICATIONS. COST OF ALL __ SUBGRADE SHALL BE COMPACTED TO 95%OF THE MAXIMUM DRY DENSITYALL _ _ _ ___ - -- ni TESTINGLI CONTRACTOR SHALL TY PIPING N ACCORDANCE NTRACTOR AND INSPECTOR T R HALL E ENGINEERING DEPARTMENT AT PLUS OR MINUS 2 PERCENTAGE POINTS OF OPTIMUM MOISTURE CONTENT _. .� _____.._ � � �,!,, � PROPOSED I z TESTING SHALL BE BORNE BY THE CONTRACTOR. INSPECTOR SHALL BE EN SITE TO WITNESS ALL PER ASTM D-698 TEST METHOD(STANDARD PROCTOR (f° 8" SEWER MAIN! I A MINIMUM OF 24 HOURS (1 BUSINESS DAY) PRIOR TO TESTING. _- - _- _- - -__ _-_. - - --- ---- ---- --) I N SEE SHEET C3.0 6.SUBGRADE SHALL BE PROOF ROLLED AND SOFT AREAS SHALL BE - - -- SD-- 7. NO TRENCHES IN ROADS OR DRIVEWAYS SHALL BE LEFT IN AN OPEN CONDITION OVERNIGHT. ALL OVER-EXCAVATED AND REPLACED WITH STRUCTURAL FILL. SUBGRADE (3 T to I N,y SUCH TRENCHES SHALL BE PLATED ORBACKFILLED, COMPACTED AND CLOSED BEFORE THE END OF MUST BE INSPECTED AND APPROVED BY THE OWNER'S REPRESENTATIVE EACH WORK DAY AND NORMAL TRAFFIC FLOWS RESTORED. PRIOR TO PLACING EMBANKMENTS, ENGINEERED FILLS OR FINE GRADING FOR I /� •� �\ a 8.ALL ROAD CLOSURES SHALL COMMUNICATED THROUGH THE POLICE DEPARTMENT, RECORDS DIVISION WITH A MINIMUM OF 2 BASE ROCK.24 HOUR ADVANCE NOTICE WITH THE FOLLOWING INFORMATION: EXACT LOCATION: ADDRESS IF APPLICABLE OTHERWISE STREET NAME AND START AND END 7.ALL FILLS SHALL BE ENGINEERED EXCEPT FOR FILLS LESS THAN 18-INCHES LIMITS. IN DEPTH WHICH ARE LOCATED OUTSIDE THE PUBLIC RIGHT-OF-WAY, TYPE OF WORK: IE.TRENCHING, PAVEMENT SAWCUT. BUILDING PADS, PARKING LOTS OR OTHER AREAS TO BE IMPROVED. T START DATE AND TIME AND ANTICIPATED CLOSURE DURATION. ENGINEERED FILLS SHALL BE CONSTRUCTED IN LIFTS NO GREATER THAN �,,..' - O 8-INCHES OVER APPROVED SUBGRADE. EACH LIFT SHALL BE COMPACTED I 9.ALL PAVEMENT CUTS SHALL BE DONE IN SUCH A MANNER WHICH WILL RESULT IN A CLEAN SQUARE PER GEOTECHNCIAL REPORT SPECIFICATIONS. 1F NO REPORT IS AVAILABLE DRAWN BY: EWR I ( 13 to ! EDGE BY SAW. THE TOP 12-INCHES OF THE EXCAVATED AREA WITHIN THE STREET SHALL BE FILLED EACH LIFT SHALL BE COMPACTED TO 95%OF THE MAXIMUM DRY DENSITY REVIEWED BY:CGB WITH ROAD MIX AND COMPACTED. AT PLUS D MINUS TEST METHOD(STANDARD PROCTOR). MOISTURE CONTENT -- -- - --- -- --- - - --- - -- ---- - 10. PRIOR TO PAVING CONTRACTOR SHALL SCHEDULE A PRE-PAVING WALK THRU WITH THE CITY, PROJECT ENGINEER:CGB MDOT,AND DESIGN ENGINEER. GENERAL CONTRACTOR AND PAVING CONTRACTOR SHALL ALSO BE I ! PRESENT. B.SUB BASE AND CRUSHED BASE ROCK SHALL CONFORM TO THE DESIGNED BY: CGB REQUIREMENTS OF SECTION 02234(SUB BASE COURSE)AND SECTION PIPE BEDDING AND BACKFlLL 02235(CRUSHED BASE COURSE)MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS(MPWSS). COMPACT SUB BASE AND CRUSHED BASE ROCK - - - - _ 1 WITH PIPES SAMESHALL MATERIAL BEDDED MINMUMMINIMUM 4-INCHES OVER THE TOP PIPE OF THE PIPE PER CITY OFPER GEOTECHNICAL REPORT SPECIFICATIONS. IF NO REPORT IS AVAILABLE COMPACT TO 95%OF THE MAXIMUM DRY DENSITY AT PLUS OR MINUS 2 BOZEMAN STANDARD DETAIL 02221-7. PERCENTAGE POINTS OF OPTIMUM MOISTURE CONTENT PER ASTM D-698 - -.- 5D _._._ C N 2. CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT AND FACILITIES REQUIRED FOR TESTING TEST METHOD(STANDARD PROCTOR). _ - _ - - - - - - _ - - _ - 13 ! ALL UTILITY PIPING IN ACCORDANCE WITH CITY CONSTRUCTION SPECIFICATIONS. COST OF ALL - --- - - s ( I ( z INITIAL AND RETESTING SHALL BE BORNE BY THE CONTRACTOR. 9.A.C. PAVEMENT SHALL CONFORM TO SECTION 02510(ASPHALT CONCRETE PAVEMENT) FOR 3. ALL LANDSCAPING DAMAGED DURING CONSTRUCTION SHALL BE REPLACED/REPAIRED TO COMPACTED PERSGEOTECHMCAB REPORT SPE IFICATIQNSHE MIX. A.C. PAVEMENT SALL IF NO REPORT IS -i- -®EXT'G 12" WATLU ER MAIN 13 11� PRE-CONSTRUCTION QUALITY. -� 1'* p AVAILABLE COMPACT A.C. PAVEMENT TO A MINIMUM OF 92%OF THE TRAFFIC CONTROL: THEORETICAL MAXIMUM RICE SPECIFIC GRAVITY. T � W 10. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, STRAIGHT GRADES SHALL I - PROPOSED 4" FIRE SERVICE 1. CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL TRAFFIC CONTROL DESIGN TO CITY, BE RUN BETWEEN ALL FINISH GRADE ELEVATIONS AND/OR FINISH CONTOUR I : I I I I bW MDOT, AND ENGINEER.PRIOR TO PRE-CONSTRUCTION CONFERENCE. A COPY OF THE APPROVED LINES SHOWN. PROPOSED 1.5" WATER SERVICE',.. 3 30' UTILITY TRAFFIC CONTROL PLAN SHALL BE PROVIDED TO THE.DESIGN ENGINEER. CONTRACTOR SHALL ERECT ��- ° I EASEMENT AND MAINTAIN BARRICADES, WARNING SIGNS, AND TRAFFIC CONES PER APPROVED CITY AND MDT - so lI I I I A REQUIREMENTS IN ACCORDANCE WITH THE MUTCD. TRAFFIC SHALL BE DIRECTED IN ACCORDANCE 11. ALL EXISTING OR CONSTRUCTED MANHOLES, CLEANOUTS, MONUMENTS, - - _ I 10�.''�.EX �_(a WITH THE MDT FLAGGERS HANDBOOK. CONTRACTOR SHALL REFERENCE THE MDT TRAFFIC CONTROL GAS VALVES, WATER VALVES AND SIMILAR STRUCTURES SHALL BE PROPOSED 4" FIRE SERVICE AND PROTECTION STANDARD DETAIL DRAWINGS IN DEVELOPMENT OF THE TRAFFIC CONTROL PLAN. ADJUSTED TO MATCH FINISH GRADE OF THE PAVEMENT, SIDEWALK, OR L_... 2-2 EDRM ALL TRAFFIC CONTROL MEASURES SHALL BE APPROVED AND IN PLACE PRIOR TO ANY LANDSCAPED AREA WHEREIN THEY LIE. ---- PROPOSED 1.5" WATER SERVICE CONSTRUCTION ACTIVITY WITHIN THE RIGHT OF WAY. - ")BDRM UNITS V7 L BE CTED STEEPER EXISTING UTILITY NOTES: 73SH IF DIRECTED ON THEDRAWINGS, ALL PLANTERAREAS SHALL BE -- - nnuT I I ! 12. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, NO CUT OR FILL SLOPES - e - 4)21.76 1.EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO ® O 5 euw sa ( I ( 13 THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER,GAS,STORM,.SEWER, BACKFILLED WITH APPROVED TOP SOIL MINIMUM 6"THICK. STRIPPING TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT - -- _ PROPOSED fl LOCATIONS. 14. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH ENGINEER TO m ! 8' WATER MATERIALS SHALL NOT BE USED FOR PLANTER BACKFlLL,UNLESS ALLOWED P L I BY THE OWNER. ' ER MAIN - rn 3 (7] 2.EXISTING UTILITY DEPTHS ARE BASED ON BEST AVAILABLE KNOWLEDGE,CONTRACTOR TO VERIFY ASSURE COMPACTION TESTING IS COMPLETED IN ACCORDANCE WITH CITY rTF ,- FS FS- - L SEE SHEET C4.0 DEPTH OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. IF CONFLICTS EXIST CONTACT DESIGN STANDARDS. A MINIMUM OF 24 HOURS NOTICE IS REQUIRED. 1• ,'� WS S-� ENGINEER FAR ENOUGH IN ADVANCE TO RESOLVE CONFLICT WITHOUT CREATING DELAY IN CONSTRUCTION. _ CURBS&SIDEWALKS W W -W W W W W� W W SANITARY SEWER- 1. g� 30 UTILITY 1.UNLESS OTHERWISE SHOWN OR INDICATED ON THE DRAWINGS, 6-INCHES 1.UNLESS OTHERWISE SPECIFIED, SANITARY SEWER PIPE SHALL BE PVC IN CONFORMANCE W S WITH ASTM NOMINAL CURB EXPOSURE SHALL BE FOR ALL CURBING. S -S --S -S S S $ 3034, SDR 35. ALL OTHER APPURTENANCES AND INSTALLATION TO CONFORM TO THE CITY OF I EASEMENT S -S BOZEMAN SPECIFICATIONS. 2.CONTRACTOR SHALL CONSTRUCT HANDICAP ACCESS RAMPS AND SIGNAGE IN PROPOSED 4" SEWER ��7 _ _ PROPOSED 8•' SEWER MAIN _ _ _ _ _ _ _ _ _ _ _ J ACCORDANCE WITH CURRENT ADA AND LOCAL REQUIRMENTS. ' �- SERVICE - - - - - - - �i :% J JI'• 2.ALL SANITARY SEWER PIPES SHALL BE STRAIGHT GRADED BETWEEN MANHOLES. NO BENDS, DEFLECTIONS, HIGH OR LOW POINTS ARE ALLOWED. � SEE SHEET C3.1 3., 3.SIDEWALKS SHALL BE A MINIMUM OF 4-INCHES THICK. ALL SIDEWALKS 3.PER DEQ&CITY REQUIREMENTS, CONTRACTOR SHALL HAVE SEWER INSTALLATION INSPECTED AND SHALL BE CONSTRUCTED USING 4,000 PSI CONCRETE. TESTED PER DEQ&CITY PROCEDURES AND CERTIFIED BY A LICENSED ENGINEER. CONTRACTOR TO 1� PROVIDE ENGINEER WITH 24 HOURS ADVANCE NOTICE FOR INSPECTION. CONACTOR SHALL.PROVIDE 4.CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH ENGINEER TO - J-- -- ) _I ��J•/' SAFE ACCESS TO TRENCH FOR INSPECTION. MANHOLE TESTING SHALL PERFORMED PRIOR TO ASSURE CONCRETE TESTING IS.COMPLETED IN ACCORDANCE WITH CITY PAVING AND FINAL SURFACE RESTORATION. STANDARDS. A MINIMUM OF 24 HOURS NOTICE IS REQUIRED. _ T I �/ O t 9 4.CLEANING. PRIOR TO TESTING AND TV INSPECTION, CONTRACTOR SHALL FLUSH AND CLEAN ALL INSPECTION. TESTING&CERTIFICATION NOTES: ki � SEWER PIPE.AND MANHOLES AND REMOVE ALL FOREIGN MATERIAL ( (� i.CONTRACTOR SHALL NOTIFY CITY OF BOZEMAN PUBLIC WORKS OFFICE AND I 5.LEAKAGE TESTING. SANITARY SEWER PIPE AND APPURTENANCES SHALL BE TESTED FOR LEAKAGE DESIGN ENGINEER A MINIMUM OF 24 HOURS(1 BUSINESS DAY)PRIOR TO BY CONTRACTOR. LEAKAGE TESTS SHALL BE COMPLETED PER MONTANA PUBLIC WORKS STANDARD START OF CONSTRUCTION. A N I SPECIFICATIONS AND CITY OF BOZEMAN MODIFICATIONS. LEGEND 2.COMPACTION TESTING OF SUBGRADE, BASE COURSE AND ASPHALT REQUIRED N I4 E• N 6.TV INSPECTION. UPON COMPLETION OF ALL SEWER CONSTRUCTION, TESTING AND REPAIR, THE FOR ALL LIFTS. CONTRACTOR SHALL PROVIDE ACCESS TO INSPECTOR TO ' Q CONTRACTOR SHALL CONDUCT A COLOR TV ACCEPTANCE INSPECTION OF ALL MAINLINES. THE TV COMPLETE THE COMPACTION TESTS. 4770---- INDEX CONTOUR • FOUND MONUMENT AS NOTED INSPECTION SHALL BE CONDUCTED BY THE CITY OF BOZEMAN. SUFFICIENT WATER TO REVEAL LOW ____ CONTOUR MINOR (1' INTERVALS) (S SEWER MANHOLE _ AREAS OR REVERSE GRADES SHALL BE DISCHARGED INTO THE PIPE IMMEDIATELY PRIOR TO 3.CONTRACTOR SHALL NOTIFY DESIGN ENGINEER A MINIMUM OF 24 HOURS(1 INITIATION OF THE TV INSPECTION. THE TV RECORDING AND WRITTEN REPORT SHALL BE DELIVERED BUSINESS DAY)PRIOR TO THE REWIRED INSPECTIONS. PROPERTY LINE pd WATER VALVE TO THE OWNER'S REPRESENTATIVE. CONTRACTOR SHALL COORDINATE AND PAY ALL COSTS FOR TV Q INSPECTION. ------------------ ROAD RIGHT-OF-WAY FIRE HYDRANT 4.CONTRACTOR SHALL NOTIFY DESIGN ENGINEER FAR ENOUGH IN ADVANCE TO r ALLOW THE INSPECTOR TIME TO COMPLETE COMPACTION TESTING. ------------------- ADJOINING PROPERTY tea. POWER POLE ® y Ora WATER CONTRACTOR SHALL NOT COVER ANY LIFT PRIOR TO COMPACTION TESTING EASEMENT LINE �fl LIGHT POLE V BY INSPECTOR. LIFTS NOT TESTED WILL NOT BE CERTIFIED BY THE DESIGN 1.WATER MAINS UP TO 12-INCHES SHALL BE CLASS 51 DUCTILE IRON. ALL WATER MAINS SHALL BE ENGINEER OR.ACCEPTED BY THE CITY.. FENCE QD STORMDRAIN MANHOLE THE INSTALLED WITH A MINIMUM 6.5. OF COVER TO FINISH GRADE UNLESS OTHERWISE NOTED OR WATER MAIN ® CURB INLET A DIRECTED. ALL OTHER APPURTENANCES AND INSTALLATION TO CONFORM TO MDEQ AND CITY OF 5.INSTALLATION OF WATER MAINS SHALL BE INSPECTED AND CERTIFIED BY BOZEMAN SPECIFICATIONS. THE DESIGN ENGINEER. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER FAR -•-•-•-•-•--•-•-•-•- SEWER MAIN u TREE DECIDUOUS ENOUGH IN ADVANCE TO ALLOW THE INSPECTOR TIME TO COMPLETE THE STORM DRAIN 2.ANY EXISTING OF NEW VALVES WHICH CONTROL THE CITY OF BOZEMAN'S WATER SUPPLY SHALL BE REQUIRED INSPECTION. -- --u NEW PAVEMENT OPERATED BY CITY OF BOZEMAN PERSONNEL ONLY. THE CONTRACTOR SHALL NOTIFY THE WATER --------•----- OVERHEAD POWER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK. 6 DESIGN IPE, VALVES, BENDS,ETC. SHALL BE BURIED PRIOR TO INSPECTION BY OVERHEAD TELEPHONE SHEET Z' 3.2"MINIMUM ORIFICE REQUIRED FOR FLUSHING. UNDERGROUND GAS LINE ------ ROAD CENTERL ®"1 INE 4.INSTALL JOINT RESTRAINTS ON ALL PIPE JOINTS AND FITTINGS AS SPECIFIED IN THE DRAWINGS. TOP BACK OF CURB CRESTVIIEW 5.ALL CROSSES, TEES,VALVES, AND BENDS SHALL BE MECHANICAL JOINTS WITH MEGA-LUG. EDGE OF PAVEMENT GENERAd.NOTES EDGE OF GRAVEL PROJECT: 18-113 CONCRETE PAD/SIDEWALK AS BUILT DATE: 11/20/18 cl O NOTES: N o N • it S - - - i. EXISTING UG INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO �11 - - ( W - WS W`� -y-I THE BEST INFORMATO AVAILABLE T E GINEER. THE ENGINEER DOES NOT GUARANTEE m __ _ I } + I-,J _ - c f I' r� THE ACCURACY OF SUCH)INFORMATIO0 N. SERVICES LINES (WATER, POWER, GAS, STORM, w m i� I N 0 N SEWER, TELEPHONE & TV MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. a w a �/J - I _ �. SCALE 2. ENSURE ALL NEW CONNECTIONS ARE WATER TIGHT. � o y PROPOSED 8" SEWER MAIN 0 10 20 40 I I SEE SHT C3.1 O ( - ( 3. EXISTING UTILITY DEPTHS ARE ASSUMED. CONTRACTOR TO VERIFY DEPTH OF UTILITY PRIOR TO CONSTRUCTION. If CONFLICT EXISTS CONTACT DESIGN ENGINEER FAR ENOUGH IN "'- P-2W ADVANCE TO RESOLVE CONFLICT WITHOUT CREATING DELAY IN CONSTRUCTION. 1295 ii I I D VDI88 CITY OF M BACKFILL BOZ MAN STANDARDS WITH CLEAN NATIVE BACKFILL FROM REMOVAL SANITARY SEWER & WATER MAIN PER w A THOMAS DRIVE b _ o 10-PLEX o---� No "= 5. ALL SEWER SERVICE ARE SDR26 UNLESS OTHERWISE NOTED. INSTALL ALL SERVICES AT n N ii Ii N I 2.0% MIN SLOPE. U CG W SSE SHT C4.0 c n TRENCH PASSES m v, S6 THHROUGHNOTE: ERE EXISTING PAVEMENT THE q - - - - - - - - -_- - - - - w PAVEMENT SHALL BE CUT ALONG A _ SM _ - - NOTE: SLOPING, BENCHING OR NEAT VERTICAL LINE A MINIMUM Of p N SUPPORT SYSTEMS IN THIS AREA TO 12" FROM THE EDGE OF THE Z CONFORM TO O.S.H.A.'REGULATIONS TRENCH OPENING. WHERE NEAT LINE IS LESS THAN 3' FROM EDGE OF i r EXT'G 8" SANITARY SEWER EXISTING PAVEMENT OR CURB AND o �» GUTTER SECTION. 4 ~'oI '- PROPOSED 8" WATER MAIN REMOVE AND REPLACE ENTIRE ny SEE SHT C4.0 ]AS $ J �, PAVEMENT SECTION BETWEEN TRENCH caeis . r _ --.-- I _ SAWCUT LINE a, !!! SAWCUT AND REMOVE EXYG ASPHALT AND CURB. �q• AND EDGE OF PAVEMENT. �5 ® BACKFILL WITH NON-SHRINK LEAN CONCRETE. �- - -EXYG 12" DI WATERMAIN- EXISTING uiN GROUND SURFACE N REPLACE PAVEMENT AND CURB TO MATCH EXT'G THOMAS DRIVE PAVEMENT 'PE15Eo - - - -�- -�THICKNESS. TACK COAT AND SEAL ALL JOINTS. _- - SURFACE (q -CONSTRUCTION -""-_ - --- - - ,:,'� �5 N BY: EWR � r -ACCESS ROAD- --- -___ _. AINTAIN 10'-- - -- '- - - -- - - [ - -_ --- - -- -- - -. -. PAVEMENT SECTION TO MATCH EXT'G DRAW SEPERATION THOMAS DRIVE ON A MIN OF 3" A.C., REVIEWED BY:CGB n 6 1 MINUS, 18 PIT RUN PLACED AND PROJECT ENGINEER:CGB T i -�- COMPACTED PERCITY OF BOZEMAN STDS EXT'G 72" DI WATERMAIN TYPE A,"B "C" SUITABLE DESIGNED BY: CGB TRENCH BACKFILL PAVEMENT SECTION PLACED AND COMPACTED PER CITY OF BOZEMAN STDS. 8" STUB & CAP I STA 2+25.42 - - - - - - - - - - - _ - - -I- _ STA 0+00.00 i_ INSTALL DETECTABLE WARNING TAPE L=3LF, S=0.5% PROPOSED SSMH#1 W - W - W -_W W - W -rW W W EXT'G SSMH 6" 18" DEPTH 8" SDR35 PVC 30' UTILITY *TRENCH BACKFILL IN ROAD L=226LF, 5=0.50% EASEMENT TO BE FLOWABLE FILL SELECT TYPE I BEDDING MATERIAL PLACED S S -S -SI -S -S �-S ^^^^S E i-S -S I -- PER C.O.B. STDS. 4" N 6" SAYERS AND COMPACTED 2+00 1+00 0+00 r - AS SPECIFIED IN SECTION 02221. - - - - - - - - - - - - - - - I - - [IL-It1-mmHrc_- - - - - - - - - - - - - -'� TYPE II PIPE BEDDING (� i WHERE REQUIRED FOR ra-i CRESTVIEW SEWER MAIN PLAN 12' SOFT OR SUBSTABLE ry HORZ. SCALE: 1" = 20' TRENCH WIDTH=O.D. FOUNDATION. O 0.5' 0.5' OF PIPE PLUS 2' a MIN. TRENCH WIDTH=3.5' -SEE O.S.H.A. CONSTRUCTION STANDARDS FOR EXCAVATION O A 3 0% 3 07L FBI 4.0-L I I - _III 4.0 1.0 C7A TYPICAL UTILITY TRENCH DETAIL DETAIL Z 1.a - -111 L I1-I I III-I I- _-.- -- __ - _ - - _ -"�-� C.O.B. STD. DWG. NO. 02221-1 MOD. [�1 STA 2+25.42 6" OF COMPACTED U60- r� lV RIM ELM4720.76--- - EXT'G SSMH#0. 3"-MINUS PIT RUN YC NON-WOVEN FABRIC OR GEOGRID 1/ RIM EL ±4718.67 AS DETERMINED BY THE ENGINEER. 12' OF COMPACTED - - - _ PROOF ROLL TO DETERMINE IF PIT RUN 4720 - - - - - - - _ 4720 SUBGRADE IS.STABLE. ENGINEER FRAME AND COVER TO BE EITHER CAIRD NO. 52441, MCI 305 FRAME, - - - - - STANDARD CASTING &SHALL WITNESS ALL TESTING 305A COVER, OR IFCO 772 FRAME, 772-8 COVER, OR - - - - - - COVER DEETER 1025 COVERS SHALL HAVE TWO 1" PICK HOLES. COMPACTED SUBGRADE FLAT SLAB (� EXT'G GROUND ADJUSTABLE - COVER rn RINGS, 2" MIN., 12 MAX. z DETAIL I NOTE: ALL JOINTS BETWEEN MANHOLE SECTIONS, u -- - - ---- �•0 TYPICAL ACCESS ROAD SECTION 24" .-I MANHOLE RING AND TOP SECTION, AND AROUND NTS. OPENING SEWER PIPE INTO MANHOLE SHALL BE WATERTIGHT. o a JOINTING MATERIAL SHALL BE "RAM-NEK" OR 0 0 EQUAL FOR ALL JOINTS EXCEPT BETWEEN SEWER N MANHOLE STEPS PIPE AND MANHOLE WALL. =p1 AT 16" CENTERS PRECAST REINFORCED CONCRETE MANHOLE RISER 4710 o o 4710 AND COVER MANUFACTURED IN ACCORDANCE r w a WITH ASTM DESIGNATION C-478. J U m o REQUIRED a (60MIN.) FLEXIBLE GASKETED JOINT INV. IN (W) 45-0a.96 4708.88 GASKETED TEE [� V)N B W ly EXT'G 8" INV. IN (E) f4706.70 m �Jj pp ....--- --------- -------..._- ---- -- m a PIPE RESTRAINT (TYP.) A fV cy a 4700 4700 w n r A GASKETED 90' ELBOW CAST INTO BASE 0 .. CHANNEL = DIA. ado 0.48% OF PIPE P �qy in 8" SDR35 PVC L= 226 LF, S PRECAST OR POURED-IN-PLACE BASE. T ... .- _- POURED-IN-PLACE BASE, MINIMUM RADIUS CONCRETE THICKNESS BELOW PIPE IS 8" STUB & CAP OF ----��II 8 INCHES. PRECAST BASE, MINIMUM �' ® U INV. OUT (N) 4694r48.4697.36 EXT'G GROUND ELEVATION INV. IN.(S)--469Cr.38"4696.27 MANHOLE_ 9) INV. IN (S) 1694,62 4697.56 1 _ THICKNESS IS 6 INCHES. N S=0.5% SEWER MAIN-INVERT ELEVATION EXT'G INV. IN (W) ±4696636 4696.27 STA ASSUMED I 0 C k•1 TOP OF PIPE EXT'G INV. OUT (N) ±4696.10 ASSUMED INV.EXT'G S 10 SLOPE AT 1" PER FOOT. STAINLESS STEEL CONNECT TO EXT'G SSMH ALL-THREAD ROD, 4692 4692 CORE DRILL CONCRETE MANHOLE CHANNEL TO FU 1/2"o a 000 AND BENCH. INSTALL WATER PIPE DEP H SEWER PIPE TIGHT SEAL. FIELD VERIFY o o INV. ELEV PRIOR TO MANHOLE WALLlo EPDXY GROUT RODS CONSTRUCTION. IF DISCREPENCY DIA. OF IS FOUND CONTACT ENGINEER STAINLESS STEEL 3" INTO WALL SHEET PRIOR TO PROCEEDING. SEWE P� IPE PIPE CLAMP 2+00 1+00 C3,0 SECTION A-A SECTION B-B C,'RESTVIEW CRESTVIEW SEWER MAIN PROFILE SEWER MAIN HORZ. SCALE: 1" = 20' �TPROJECT' 18 113 VERT. SCALE: 1" = 4' cs.o SANITARY SEWER DROP MANHOLE W B�J��� Sj DATE: 11/20/1.w C.O.©.STD.DWG.NO 02730-5 .- \�%� \._i - .l - - 1 I (., to W N I W NOTES: o�i p - - EXTG 12" WATER MAIN 1. EXISTING UG INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO V) THE BEST INFORMATION AVAILABLE TO ENGINEER. THE ENGINEER DOES NOT GUARANTEE m THE ACCURACY OF SUCH INFORMATION. SERVICES LINES (WATER, POWER, GAS, STORM, 3 SEWER, TELEPHONE & TV) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. a w a o_ SCALE 2. ENSURE ALL NEW CONNECTIONS ARE WATER TIGHT. o SHT I t ID 20 3. EXISTING UTILITY DEPTHS ARE ASSUMED. CONTRACTOR TO VERIFY DEPTH OF UTILITY - -� PROPOSED W PRIOR TO CONSTRUCTION. IF CONFLICT EXISTS CONTACT DESIGN ENGINEER FAR ENOUGH IN 8...... -. " SEWER MAIN 1"± 20' ADVANCE TO RESOLVE CONFLICT WITHOUT CREATING DELAY IN CONSTRUCTION. SEE C3.0 yp DATUM 4. BACKFILL & COMPACT TRENCH FROM REMOVAL OF SANITARY SEWER & WATER MAIN PER rn w V) NAVD88 CITY OF BOZEMAN STANDARDS WITH CLEAN NATIVE BACKFILL. Z 5. ALL SEWER SERVICES S ARE 4 SDR26 UNLESS OTHERWISE NOTED ALL NST QPU -npUCT,A UCT,B Ui9..�.U�A ==( --U 'S_- U ..,__U -_.UAS--��iAS ��iA' AT 2.0% MIN. SLOPE. ., ALL SERVICES • w 6. REMOVE AND DISPOSE OF EXTG UTILITIES OFF SITE. Ln o w m m30, UTILITY e+H THOMAS DRIVE EASEMENT a -_- 10-PLEX L POE c� _ - EXTG SEWER(SERVICE I I l ��-- TO BE REMOVED AND DISPOSED � SAWCUT AN GREEN STEEL POST THO -P DRIVE AT END OF SERVICE CHRS Q 12-PLEX -__ ��-� ( { D REMOVE IEfXT'G ASPHALT AND PROPERTY LINE SEE SHEET C4.0 t SEE SHT C4.0 CURB. BACK FILL WITH NON-SHRINK LEAN STREET SURFACE OR EASEMENT Pe i CONCRETE. REPLACE PAVEMENT AND CURB LINE exsc9 (1!4/` TO MATCH EXTG THICKNESS. TACK COAT AND 4 19. ( RESTORE GROUND SEAL ALL JOINTS- TO ORIGIN GROUND SURFACE n o { CONDITION L PROPOSED 8" WATER MAIN -,. o DRAWN BY: EWR -N7 - f7v �- �� STA 2+25.42 �+ I _ 2� SEE SHT C4.0 - in a - - --- - �- SSMH#i 1 I COMPACTED BACKFILL REVIEWED BY: CGB 6 g, ( V) I Fes- (SEE SPECS.) �5 - -- _ g' PROJECT ENGINEER:CGB STA 4+61.36 / m _ 11.5' PROPOSED SSMH#2- EXTG SSMH TO BE _yt 1+-_�-_W W 11 - ,N -. v'; TYP REMOVED AND DISPOSED I 10' MIN "® I ( ) DESIGNED BY: CGB s - 8" SDR35 PVC L=235±LF S=0.5% 30'UTILITY SEPARATION I T (TYPICAL EXCEPT IN SPECIAL EASEMENT I CIRCUMSTANCES WHERE CITY HAS 4+61 S S S 04+O S a S -�-S 3+00 S APPROVED ALTERNATE LOCATIONS) 2" X 2" - � /WOOD STA 4+55.66 L STA 3+33.07 - _STA 2+37.35 _ 1 4" SDR26 S.S. SERVICE ;�,�, � � 4" SDR26 S.S. SERVICE I WATER MAIN CROSSING pSEERRVI�OOTI LINE. 1�2L' PER"FOOT MARKER L 55LF, S=2.0% MIN (7YP) Y� �� C L= 25LF, S=2.0% MIN (TYP) I POT HOLE AND VERIFY ELEVATION 45' ELBOW MAX. OF EXTG WATER MAIN PRIOR -� CONSTRUCTION TO ORDERING MANHOLE. NOTIFY CRESTVIEW SEWER MAIN PLAN I (ACCESS ROAD ENGINEER IF DISCREPENCY IS FOUND. SANITARY SEWER MAIN o� F� HORZ. SCALE: 1" = 20' IN LINE WYE FITTING FOR PLUG W NEW INSTALLATIONS. SADDLE FITTINGS ALLOWED FOR SERVICE INVERT NO EXISTING INSTALLATIONS LOWER THAN SPRING ONLY UPON APPROVAL OF Y-xl LINE OF SEWER MAIN CITY OF BOZEMAN SEWER P FOR WYE FITTINGS. DEPARTMENT. DETAIL A caa SANITARY SEWER SERVICE LINE C.O.B.STD.DWG.NO 02730-2 OlV STA 2+25-42 FRAME AND COVER TO BE EITHER D&L A-1172 RING WITH A-1172 COVER hM STA 4+61.36 60" SSMH#1 EJW 3771/3772 SERIES, OR APPROVED EQUAL COVERS SHALL HAVE ~ 48" SSMH#2 RIM EL 4720.76 TWO 1" PICK HOLES. RIM EL 4719.39 FINISHED GROUND - /�`o L J - - - - - 7" ril 4720 4720 ADJUSTABLE RINGS NOTE' ALL JOINTS BETWEEN MANHOLE SECTIONS, MANHOLE RING & STA S SERVICE EXTG GROUND 2" MIN., 12" MAX. TOP SECTION, AND AROUND SEWER PIPE INTO MANHOLE SHALL BE u 4" SS SERVICE RT WATERTIGHT. JOINTING MATERIAL SHALL BE "RAM-ANEK" OR EQUAL INV. 7126 8" MAIN 4712.3 STA 2+37'35 FOR ALL JOINTS EXCEPT BETWEEN SEWER PIPE AND MANHOLE WALL. EXT'G 12" WATER MAIN CROSSING 2,_0„ INV. ±4711.93 (ASSUMED DEPTH) 4,_0.. 5" PRECAST REINFORCED CONCRETE MANHOLE RISER VERIFY PRIOR TO CONSTRUCTION. NOTIFY ENGINEER IF DISCREPENCY IS FOUND. AND ECCENTRIC CONE TOP MANUFACTURED IN - - ---- MANHOLE I-. ACCORDANCE WITH ASTM DESIGNATION C-47$. MAINTAIN 18" SEPERATION MIN (TYP) STEPS AT GROUT INVERT TO SPRINGLINE PVC 8"SDR35 1.51% L= 235 LF, S=},ggq�_ __- _. __..- 16" CENTERS OF PIPE IF GAP BETWEEN PIPE AND CHANNEL IS A 4'-0" GREATER THK9K 4710 INV. OUT E 4710 (MIN.) PRE-CAST CHANNEL CoM O 4712.44 VAR( BLE FLOWLINE N 12"MAX. (TYPICAL CHANNEL_=DIA. (�] FOR POURED ^ IN_PLACE BASES) OF PIPE ti -- STA 3+33.07 ---- INV. IN (W)#798-$ FLEXIBLE GASKETED JOINT (TYPICAL TOP OF PIPE MAY NOT l� 4" SS SERVICE RT 4708.88 A FOR PRE AST BASES - SEE DETAIL) EXTENDWALL PAST MAN INSIDE IF N N INV. 17180.Fi} NECESSARY TOP HALF OF ---- -- PIPE MAY BE TRIMMED SHELF-SLOPE i" PER p PRECAST OR POURED-IN-PLACE BASE. OFF SMOOTH. (8" C� v1 FOOT TOWARD CHANNEL. POURED-IN-PLACE BASE, MINIMUM DIAMETER ONLY) o SEE CHANNEL DETAIL. CONCRETE THICKNESS BELOW PIPE IS #4 BARS - 1'-0" D.C. (MIN)5'-4" DIA. 8 INCHES. PRECAST BASE, MINIMUM 4700 4700 m ( THICKNESS IS 6 INCHES. ALL BASES 4697.56 REINFORCED AS SHOWN. Q ... ® INV. IN (S)( ) RADIUS OF U INV. OUT N 46^� SLOPE AT 1" PER FOOT. aMANHOLE ;A4697.36 CHANNEL TO FULL TOP OF PIPE PIPE DEPTHNOTE.FINISHED GROUND ELEVATION SEWER MAIN !NYER�T ELEVATION STORM DRAIN MANHOLES SHALL NOT4695 DIA. OFHAVE FORMED CHANNELS AND THE °O 4695 SEWER PIPE + LOWEST PIPE INVERT SHALL BE 9" HIGHER THAN BOTTOM OF MANHOLE. of _a 0 _a o 0 0 o m FOR FLAT TOP MANHOLE SEE C.O.B. SHEET SECTION A-A n n n n n n n n n n STD. DWG. NO 02720-4 4+00 3+00 DETAIL C3' C3.1 SANITARY SEWER MANHOLE CRESTVIEW C.O.B.STD.DWG.NO 02720-3 CRESTVIEW SEWER MAIN PROFILE SEWER MAIN HORZ. SCALE: 1" = 20' VERT. SCALE: 1" = 4' �T � PROJECT: 18-113 'lJ IL DATE: 11/20/18 i 7 cv a�o - ---- - �_ - NOTES: ni Mo • � 1. EXISTING UG INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO ENGINEER. THE ENGINEER DOES NOT GUARANTEE � ( THE ACCURACY OF SUCH INFORMATION. SERVICES LINES (WATER, POWER, GAS, STORM, m SEWER, TELEPHONE & N) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. 3 w Va _ � ( EXTG 12" WATER MAIN SCALE 2. ENSURE ALL NEW CONNECTIONS ARE WATER TIGHT. 40 3. EXISTING UTILITY DEPTHS ARE ASSUMED. CONTRACTOR TO VERIFY DEPTH OF UTILITY PRIOR TO CONSTRUCTION. IF CONFLICT EXISTS CONTACT DESIGN ENGINEER FAR ENOUGH IN _ 1"-20' ADVANCE TO RESOLVE CONFLICT WITHOUT CREATING DELAY IN CONSTRUCTION. 3 _ 1 4. BACKFILL & COMPACT TRENCH FROM REMOVAL OF SANITARY SEWER & WATER MAIN PER SD SD w .. p SEE SHT C3,0 DATUM CITY OF BOZEMAN STANDARDS WITH CLEAN NATIVE BACKFILL z -- - NAVD88 5. INSTALL JOINT RESTRAINTS ON ALL JOINTS & FITTINGS WITHIN 10' FEET OF ALL � FITTINGS, OR AS SPECIFIED ON PLANS, EXCEPT FOR 90' BENDS. - ----- -- ---- ---- -- • w 6. MAX DEFLECTION FOR 8" DUCTILE IRON PIPE 5' FULL LENGTH OF PIPE. a 7. REMOVE AND DISPOSE OF EXTG UTILITIES OFF SITE. N m - 30' UTILITY '10 I EASEMENT 8. FUTURE 1.5" CURB STOP IN DRIVE ISLE MUST BE ENCLOSED IN A VALVE BOX. PUE A95so i i z N I'.s THOMAS DRIVE er r 10-PLEX � I 1 FUTURE 4" DI 3 ------- 1297 FIRE SERVICE (TYP) THOMAS DRIVE B CHRIS o. 12-PLEX FUTURE 1.5" COPPER I; (STA 2+16.94 WATER SERVICE (TYP) Ros s re -1 y _ _FUTURE 4" - 1 i ` �i,;�J. - I cnsc CATE VALVE 6" DI HYD. ASSEMBLY Z ( 3 r MAN A v� BEND REDUCER STA 2+13.94 �� FUTURE 4"1 � � � f� FUTURE 4" DI 8"X6" REDUCER/�/ --� i� GATE VALVE ( STA 0+00.00 UNDISTURBED FIRE SERVICE TYP FUTURE 1.5" (TYP) �J''I STA 2+01.02 - - ._J.- CURB STOP I I CONNECT TO EXTG EARTH DRAWN BY: EWR + r 8" DI 90' BEND ,,.. I. 13 1 T DI WATER MAIN REVIEWED BY:CGB L- - - - ---- - - - - - J HOT TAP EXTG MAIN _ \ {l WS - - , _ _ '� 12"X8" TAPPING TEE PROJECT ENGINEER:CGB -�.,,- . 0 -8 DI CLASS 51 WATER MAIN - 2+00 w w W-i10' MIN w-- -W iWII00 W i�w w W 0+00 8" GATE VALVE 15 COPPER - 6 & THRUST BLOCK WATER SERVICE (TYP) .. 30' UTILITY I DESIGNED BY: CGB S _ STA 0+80.3 CURB STOP 1.5 TAPPING SADDLE - ' ---s SEPARATION --' L 11 (� EASEMENT t i g__ S S( - S - - S --�S �� FUTURE 1.5" g --- - S �7'' '( S LE -,. 11 STA 24" TEE ! _STA 0+78.38 "-i _ _ SAWCUT AND REMOVE EXTG ASPHALT AND TEE TEE (Plugged) 8"X4" TEE SEE SHT C3.1 g"X4"TEE J \ CURB. BACKFILL WITH NON-SHRINK LEAN tHd STA 2+09.62 CONCRETE. REPLACE PAVEMENT AND CURB STANDARD DIMENSIONS FOR THRUST BLOCKING TAPPING SADDLE TO MATCH EXTG THICKNESS. TACK COAT AND - SEAL ALL JOINTS. TEES REDUCERS & & PLUGS 97 BEND 45' BEND ® FITTING & WYES 22h BEND SIZE CRESTVIEW WATER MAIN PLAN A B A B A B A B HORZ. SCALE: 1" = 20' WATER SERVICES FIRE SERVICES 8" 2'-B" 2'-6" 3'-2' 3'-0" 2'-5" 2'-l" 1'-9" 1'-6" C) STATION SIZE LF L R ^�II 0+78.38 4" FIRE 56 R 12' a'-o"3-10"a'-6" a'-a" a-6" a'-s" z'-�" 0+80.38 1.5" WATER 52 R NOTES: ® A Ey 2+09.62 1.5" WATER 65 L 1, THESE TABLES ARE BASED ON 150 PSI MAIN 2+11.62 4" FIR 65 L PRESSURE & 2000 PSF SOIL BEARING PRESSURE. 2. WRAP ALL FITTINGS WITH POLYETHYLENE, IF ILH REQ'D BY CITY OF BOZEMAN.DETAIL o 101 4730 4730 cl.o THRUST BLOCKING FOR WATER MAIN FITTINGS m FROM C.O.B.STD. DWG. NO 02660-1 STEEL POST MARKER PAINTED BLUE LOCATION OF CURB BOX --------- ------ NEW HYDRANT, NO COUPLINGS OR OTHER JOINTS OR AS SHOWN ON PLAN STA 2+16.93 MUELLER SUPER ALLOWED ON SERVICE PIPE FROM HYD. ASSEMBLY EXTG GROUND CENTURION 250 8' MAX CORP. STOP TO CURB STOP FOR i' BURY LINE 4720.00 FINISHED GROUND 3/4" AND 1" SERVICES. STRAIGHT 8.5' BURY DEPTH -- - ---------- -- -_ 3 MIN. COPPER PIPE SHALL BE USED FOR 2,5' INSTALL PLUMB WITH r-TO BACK 1 1/2" AND 2" SERVICES CURB BOX 4720 �- _ `j Tr 4720 PUMPER NOZZLE � OF CURB 6.5' MIN. FACING STREET TAP BY q� COVER 8' PROVIDE 5' ELEVATIONS AS SHOWN MIN. 4'- 0" CLEAR ALL AROUND EASEMENT STATIONARY ON PLANS OR 0.2' ROD IN ALL STA 2+11.62 ABOVE TOP OF CURB (TREES, HEDGES, BUSHES, ETC.) CURB BOXES 4" FIRE SERVICE 65LF LT 6.5' MIN GRADE SEE DETAIL COVER ADJUSTABLE SCREW BELOW CURB STOP INV. 471 .61 4711.49 - -- -__- TYPE VALVE BOX WITH LID WATER MAIN BASE MATERIAL STA 2+09.62 GROUND LINE 1.5" COPPER WATER__ __ _ M SERVICE 65LF LT CORPORATION STOP SELECT MATERIAL ~ N INV.^ICE 65-'F4711.49 8" DI CLASS 51 WATER MAIN L=f217LF UNDISTURBED BACKFILL AREA (SEE EARTH 6.5' MI DETAIL OF A r "'SPECIFICATIONS) SERVICE PIPE [[[���]]] W CO ER INSTALLED PROPERLY i rr;5rr r r ,l �,., SIZE PER PLAN ap ------ - �� - *CONCRETE CORPORATION �r r r " MIN. �STA 0+00.00 THRUST `� TO MAIN LINE STOP. TAP MAIN - 1 L fi A in C4 4710 HOT TAP EXTG 12" MAIN BLOCK AT SPRINGLINE. - � 1 STA 0+78.38 m.<.m =• TRENCH BOTTOM F N STA 2+16.94 4" FIRE SERVICE 56LF RT 12"X8"TAPPING TEE INV. 4711.60 STA 2+01.02 GENERAL NOTES: 90' BEND INV.i7-H-7& 8" GATE VALVE JOINT AS REQUIRED FOR 4711.49 - ,7„ & THRUST BLOCK ' PIPE SPECIFIED �a INV.�,-r,-T.r- 4711.54 ,93 i. WATER SERVICE LINES SHALL HAVE A MINIMUM 6 1/2 4711.56 INV. -4,711.57 - FOOT COVER MEASURED FROM THE EXISTING GROUND (�] STA 2+13.ER STA 0+80.38 4711.57 NEW 6' AUXILIARY GATE VALVE O ^ -- MIN. 1 2 CUBIC YARD ® 0 ... 8"X6" REDUCER 1.5" COPPER WATER / SURFACE, EXCEPT THAT COVER SHALL VI MEASURED FROM o INV. '^-rri-o&4711.49 WASHED GRAVEL FLANGE JOINT CENTER LINE STREET GRADE WHEN SERVICE LINES ARE LAID '' y7q SERVICE 52LF RT i4 INV. _ -MEGA-LUG OR APPROVED EQUAL JOINT RESTRAINTS TO A STREET SIDE WHICH HAS AN UPHILL SLOPE. WATER r'Ti 4711.54 MAY BE USED IN LIEU OF CONCRETE THRUST BLOCK SERVICE LINES SHALL HAVE A MAXIMUM 7 1/2 FOOT < ® U M COVER AT CURB STOP. 2. WATER SERVICE LINES SHALL BE INSTALLED WHERE 3 N H -- - - SHOWN ON THE DRAWINGS OR AS SPECIFIED. FINISHED GROUND ELEVATION 3. WATER MAIN INVERT ELEVATION SERVICE PIPE. SHALL BE 1" DIA. MAXIMUM WITHIN 6" OF 3 4700 TOP OF PIPE 4700 4. INSTALL CURB STOP SO THAT OPERATING KEY IS ; N PARALLEL TO STREET IN OFF-POSITION. 5. INSTALL CURB STOP AND VALVE BOX IN PAVEMENT SHEET m N N N N N N O N AREA. a s a s a a a a < 2 DETAIL 3 DETAIL ca.o FIRE HYDRANT 2+00 1+00 0+00 C.O.B STD. DWG. N0. 02660-4 WATER SERVICE LINE C4•0 C.O.B. STD. DWG. NO. 02660-6 CRESTVIEW WATER MAIN CRESTVIEW WATER MAIN PROFILE ILT HORZ. SCALE: 1" = 20' i PROJECT: 18-113 VERT. SCALE: 1" = 4' AS Bu DATE: 11/20/18