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HomeMy WebLinkAboutGallatin Center Lot 12 - Water & Sewer Main Relocation - As Builts l WATER & SEWER MAIN RELOCATION FOR LOT 12, BOZEMAN MT AS-BUILTS � W e � ii» a SHEET INDEX W.-t st. SHEET NO. DESCRIPTION JU N E 049 2018 COVER SHEET came COA GENERAL NOTES AND INDEX t a C3.0 SANITARY SEWER PLAN AND PROFILE o' cae,=St. Re C4.0 WATER PLAN AND PROFILE a cotroo se rke St. m m o N H M 0 Si ental Trail o N x o Cattail Street. St. Blondie St. - BENCHMARK HYDRANT Way ]PROJECT_-_ Kimft 4671.38 Kimberwicke St. LOCATION o ❑ o \ z ~ O U Er o Gallows St. IE Rawhide Ride Ct. 2 'd `- - rn E w i r--- c E z n - V_ H m D N J a, m N m Equestrian Ln 0 o CITY LIMBS ar am = Boothill Ct. o c O U Baxter Rd. Baxterz� a n VICINITY MAP NTS ADDRESS 2913 MAX AVENUE BOZEMAN MT 59718 LEGAL DESCRIPTION LOT 12B & 12C GALLATIN CENTER SUBDIVISION PUD PH IV. SECTION 35, T01S, R05E P.M.M. BOZEMAN, GALLATIN COUNTY MONTANA m 3 1 Civil Engineering by- Owner/Applicant: MADISON ENGINEERING GALLATIN TR, LP B., asaa'�D NTAtHa a� d� � -T o.108 PE:fi.- DE 895 TECHNOLOGY B]LVD, SUITE 203 25O1 N IOSEY SUITE 120 -o• s T.i Et+s��.oaf N ]BOZEMAN,MT 59718 CARROL LION TX 75006-1600 �'�,;onla>;,'�; (406)586-0262(406)586-5740 FAX 972 389-179S AS BUILT COVER SY3EET GENERAL NOTES: TRAFFIC CONTROL I ,n,-T­ m m o 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO MONTANA PUBLIC WORKS STANDARDS AND CURRENT CITY OF + BOZEMAN MODIFICATIONS. UNLESS OTHERWISE APPROVED BY THE ENGINEER CONSTRUCTION SHALL BE DONE BETWEEN 8:00 1. CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL A TRAFFIC CONTROL PLAN TO THE DESIGN ENGINEER -tiyY w EXT'G 8" WATER MAIN- s I ¢n t2: A.M. AND 5:00 P.M., MONDAY THROUGH FRIDAY 5 WORKING DAYS PRIOR TO THE PRE-CONSTRUCTION CONFERENCE. CONTRACTOR SHALL REFERENCE THE MUTCD S •I` m AND THE MDT TRAFFIC CONTROL AND PROTECTION STANDARD DETAIL DRAWINGS IN DEVELOPMENT OF THE TRAFFIC Is" • o 2. CONTRACTOR SHALL PROVIDE FOUR SETS OF REVIEWED MATERIAL SUBMITTALS TO DESIGN ENGINEER, WITH INSURANCE CONTROL PLAN. ALL TRAFFIC CONTROL MEASURES SHALL BE APPROVED AND IN PLACE PRIOR TO ANY F a �"� CERTIFICATE.AND PERFORMANCE AND PAYMENT BONDS FOR ALL WORK 5 BUSINESS DAYS PRIOR TO THE PRE-CONSTRUCTION CONSTRUCTION ACTIVITY WITHIN THE RIGHT OF WAY, cE 1." EXT'G 4"EEEWER SERVICECONFERENCE. BONDS AND INSURANCE TO BE TO THE OWNER. CITY OF BOZEMAN AND MADISON ENGINEERING SHALL BE �e.�� - ]5TAPLVII ;q I r��.., I 3 U NAMED AS ADDITIONAL INSURED. 2. CONTRACTOR SHALL ERECT AND MAINTAIN BARRICADES, WARNING SIGNS, AND TRAFFIC CONES PER THE �c, E ( ir, EXYG S""~S-EWE-RHMAIN ¢w w a APPROVED TRAFFIC CONTROL PLAN. IF REQUIRED TRAFFIC 1 SHALL BE DIRECTED IN ACCORDANCE WITH THE MDT /J 3. CONTRACTOR SHALL ATTEND AND PARTICIPATE IN ACITY OF BOZEMAN PRE-CONSTRUCTION CONFERENCE. DESIGN ENGINEER FLAGGERS HANDBOOK. ' �'dLl -I 1 (TO BE REMOVED) TO SCHEDULE PRE-CONSTRUCTION CONFERENCE ONCE MATERIAL SUBMITTALS, BONDS AND INSURANCE CERTIFICATES HAVE "+ BEEN SUBMITTED FOR REVIEW. I I imU 3. IT IS THE CONTRACTORS RESPONSIBILITY TO MAINTAIN AND ADJUST THE TRAFFIC CONTROL DEVICES TO MAINTAIN A SAFE ENVIRONMENT FUTURE 4. CONTRACTOR SHALL APPLY FOR AND PROCURE STREET CUT PERMIT IF NECESSARY. FOR THE CONSTRUCTION.WORKERS AS WELL AS THE GENERAL PUBLIC. ' I� I F�R�{1G, PROPOSED 8" SEWER MAIN RELOCATION 5. CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES WHERE NEW FACILITIES CROSS OR INSPECTION TESTING& CERTIFICATION NO �• III m o CONNECT. CONTRACTOR SHALL BE RESPONSIBLE FOR EXPOSING POTENTIAL UTILITY CONFLICTS FAR ENOUGH AHEAD OF I ` o w III 1 CONSTRUCTION TO MAKE NECESSARY GRADE MODIFICATIONS WITHOUT DELAYING THE WORK. ALL UTILITY CROSSINGS SHALL BE 1. CONTRACTOR SHALL NOTIFY CITY OF BOZEMAN PUBLIC WORKS OFFICE AND DESIGN ENGINEER A MINIMUM OF 24 LOT }!r;O. PROPOSED 8" WATER MAIN RELOCATION o i; I 5 s OTHOLED AS NECESSARY PRIOR TO EXCAVATING OR BORING TO ALLOW THE CONTRACTOR TO PREVENT GRADE OR HOURS (1 BUSINESS DAY) PRIOR TO START OF CONSTRUCTION. qI ¢ ALIGNMENT CONFLICTS. III +) I ��+ w I ;�';. 6. GROUNDWATER IS SHALLOW ON THIS SITE. DE-WATERING WILL LIKELY BE REQUIRED FOR EXCAVATIONS OVER THREE FEET IN 2• COMPACTION TESTING OF SUBGRADE, BASE COURSE AND ASPHALT REQUIRED FOR ALL LIFTS. CONTRACTOR SHALL (,'� n I o DEPTH. CONTRACTOR SHALL PREPARE, SUBMIT AND PROCURE A DISCHARGE PERMIT FOR DE-WATERING ACTIVITY PRIOR TO PROVIDE ACCESS TO INSPECTOR TO COMPLETE THE COMPACTION TESTS. ]] m N I I a EXT'G 8 IN /JAI ' a w I THE INSTALLATION OF THE WELLS. SEWERR MA 3. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER A MINIMUM OF 24 HOURS (1 BUSINESS DAY) PRIOR REQUIRED INSPECTIONS. TO THE 14 I •r °' o o °� 7. AT LEAST 2 BUT NOT MORE THAN 10 BUSINESS DAYS BEFORE BEGINNING ANY EXCAVATION, THE CONTRACTOR SHALL, q TNINCO ry ACCORDING - -TO MCA 69 4 OUN NOTIFY ALL OWNERS OF UNDERGROUND FACILITIES AND COORDINATE THE WORK WITH THE I i FOODS OWNERS OF SUCH UNDERGROUND FACILITIES.FACILITIES THE INFORMATION SHOWN OR.INDICATED IN THE CONTRACT DOCUMENTS WITH 4• CONTRACTOR SHALL NOTIFY DESIGN ENGINEER FAR ENOUGH IN ADVANCE TO ALLOW THE INSPECTOR TIME TO 'y�I, n `" BENCHMARK _ -""" =' `'+.. ('^,� I w+ z N RESPECT TO EXISTING UNDERGROUND FACILITIES IS BASED ON INFORMATION AND DATA OBTAINED FROM THE OWNERS OF THE COMPLETE COMPACTION TESTING. CONTRACTOR SHALL NOT COVER ANY LIFT PRIOR TO COMPACTION TESTING BY III .4 HYDRANT NB B 4& FACILITIES WITHOUT FIELD EXPLORATION, AND AS SUCH, OWNER AND ENGINEER ARE NOT RESPONSIBLE FOR THE ACCURACY INSPECTOR. LIFTS NOT n WILLNOT B CERTIFIED By THE DESIGN rACCEPTED NGIN R OR av THE CITY (ARROW BOLT)y OR COMPLETENESS OF SUCH INFORMATION OR DATA. III It4668.98 I ..I o- s 5. INSTALLATION OF WATER MAINS SHALL BE INSPECTED AND CERTIFIED BY THE DESIGN ENGINEER. CONTRACTOR �I` V 3 ;a,•., MI III y a q ���yCCC` NT 8. CONTRACTOR SHALL PREPARE&PROCURE A MDEQ SWPPP AND PROVIDE A SWPPP ADMINISTRATOR FOR THE DURATION OF SHALL NOTIFY DESIGN ENGINEER FAR ENOUGH IN ADVANCE TO ALLOW THE INSPECTOR TIME TO COMPLETE THE cfa ';':"" a• EXT'G 8" WATER MAIN CONSTRUCTION. CONTRACTOR SHALL COMPLY WITH AND INSTALL ALL NECESSARY EROSION CONTROL DEVICES AS OUTLINED IN REQUIRED INSPECTION, LOT 12-C (`: (TO BE REMOVED) THE APPROVED DEQ STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND CITY OF BOZEMAN STORM WATER Ip I I ' O ,I +gyp e MANAGEMENT PERMIT. 6. NO PIPE, VALVES, BENDS, ETC. SHALL BE BURIED PRIOR TO INSPECTION BY DESIGN ENGINEER. II I . n 9. CONTRACTOR SHALL BE RESPONSIBLE FOR MANAGING CONSTRUCTION ACTIVITIES TO INSURE THAT PUBLIC AND PRIVATE STREETS ANDPARKING LOTS ARE KEPT CLEAN OF MUD, DUST OR DEBRIS. DUST ABATEMENT SHALL BE MAINTAINED BY 7. PRESSURE, VELOCITY FLUSH, AND BAC-T TESTS ARE REQUIRED FOR THE WATER MAIN AND FIRE SERVICES. ALL _- �'y ADEQUATE WATERING OF THE SITE BY.THE CONTRACTOR TO SUBSTANTIALLY LIMIT DUST FROM THE CONSTRUCTION SITE. TESTS SHALL BE PERFORMED BY THE CONTRACTOR AND WITNESSED BY THE DESIGN ENGINEER. CITY OF BOZEMAN $1 ®� SHALL OPERATE THE VALVES. L .,, I O UNDER NO CIRCUMSTANCE SHALL THE CONTRACTOR ALLOW CONSTRUCTION DEBRIS, MUD OR GRAVELS TO BE LEFT ON THE I BENCHMARK w yr STREETS OVER NIGHT. l� I DRAWN BY: EMIR 8. CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT AND FACILITIES REQUIRED FOR TESTING ALL UTILITY HYDRANT SE II 10. CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT AND FACILITIES REQUIRED FOR TESTING ALL UTILITY PIPING IN PIPING IN ACCORDANCE WITH CITY CONSTRUCTION SPECIFICATIONS. COST OF ALL TESTING SHALL BE BORNE BY l\ I II (ARROW BOLT) `.y% REVIEWED BY: CGB ACCORDANCE WITH CITY CONSTRUCTION SPECIFICATIONS. COST OF ALL TESTING SHALL BE BORNE BY THE CONTRACTOR. THE CONTRACTOR. „ +�y. INSPECTOR SHALL BE ONSITE TO WITNESS ALL TESTING. CONTRACTOR SHALL NOTIFY INSPECTOR AND CITY OF BOZEMAN \� I BUUILD�IE II I i 4672.64 jj n. PROJECT ENGINEER: CGB ENGINEERING DEPARTMENT A MINIMUM OF 24 HOURS-(1 BUSINESS DAY) PRIOR TO TESTING. ., 1111 ' I BENCHMARK �" � � DESIGNED BY: CGB GRADING. PAVING &DRAINA _ 'i .� I I II I'a _ - HYDRANT 11. NO TRENCHES IN ROADS OR DRIVEWAYS SHALL BE LEFT IN AN OPEN CONDITION OVERNIGHT. ALL SUCH TRENCHES SHALL BE PLATED OR BACKFlLLED, COMPACTED AND CLOSED BEFORE THE END OF EACH WORK DAY AND NORMAL TRAFFIC FLOWS ICI s i - ` o- (ARROWBQy� RESTORED. 1. UNLESS OTHERWISE NOTED, ALL GRADING, ROCKING AND PAVING SHALL CONFORM TO MONTANA PUBLIC WORKS I 4671.38 II STANDARD SPECIFICATIONS, MOST CURRENT ADOPTED EDITION, WITH CITY OF BOZEMAN MODIFICATIONS. "`r 12. ALL PAVEMENT CUTS SHALL BE DONE IN SUCH A MANNER WHICH WILL RESULT IN A CLEAN STRAIGHT/SQUARE EDGE BY I�I EXT'G B" WATER MAIN `.; SAW. THE TOP 12-INCHES OF THE EXCAVATED AREA WITHIN THE STREET SHALL BE FILLED WITH ROAD MIX AND COMPACTED. 2• CLEAR AND GRUB WITHIN WORK LIMITS SHOWN ON THE DRAWINGS ALL SURFACE VEGETATION, TREES, STUMPS, Iyp�°I STREET CLOSURES MUST BE COMMUNICATED THE CITY POLICE DEPARTMENT, THE CITY ENGINEER, AND THE PROJECT BRUSH, ROOTS, ETC. STRIP WORK LIMITS, REMOVING ALL ORGANIC MATTER WHICH CANNOT BE COMPACTED INTO A 1 1 ENGINEER. STABLE MASS. ALL BRUSH AND DEBRIS ASSOCIATED WITH CLEARING, STRIPPING OR GRADING SHALL BE REMOVED �I s s �s- AND DISPOSED OF OFF-SITE. _ \ - a s w b 13. ALL LANDSCAPING DAMAGED DURING CONSTRUCTION SHALL BE REPLACED/REPAIRED TO PRE-CONSTRUCTION QUALITY. w s-�{-w w w w w uiiu 14. PRIOR TO PAVING CONTRACTOR SHALL CONTACT DESIGN ENGINEER TO SCHEDULE A PRE-PAVING WALK THRU WITH THE CITY. 3• FOLLOWING STRIPPING OPERATIONS, SUBGRADE SHALL BE COMPACTED PER GEOTECHNICAL REPORT Y I La SPECIFICATIONS. IF NO REPORT IS AVAILABLE SUBGRADE SHALL BE COMPACTED TO 95%OF THE MAXIMUM DRY s VATTAM STREET-s GENERAL CONTRACTOR AND PAVING CONTRACTOR SHALL ALSO BE PRESENT. DENSITY AT PLUS OR MINUS 2 PERCENTAGE POINTS OF OPTIMUM MOISTURE.CONTENT PER ASTM D-698 TEST I 0 METHOD (STANDARD PROCTOR). _ - _�EXTG 12" WATER MAIN < WRIER I 1. WATER MAINS UP TO 12-INCHES SHALL BE CLASS 51 DUCTILE IRON. ALL WATER MAINS SHALL BE THE INSTALLED WITH A 4. SUBGRADE SHALL BE PROOF ROLLED AND SOFT AREAS SHALL BE OVER-EXCAVATED AND REPLACED WITH MINIMUM 6.5' OF COVER TO FINISH GRADE UNLESS OTHERWISE NOTED OR DIRECTED. ALL OTHER APPURTENANCES AND STRUCTURAL FILL SUBGRADE MUST BE INSPECTED AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO kid INSTALLATION TO CONFORM TO MDEQ AND CITY OF BOZEMAN SPECIFICATIONS. PLACING EMBANKMENTS, ENGINEERED FILLS OR FINE GRADING FOR BASE ROCK. 2. ANY EXISTING NEW VALVES WHICH CONTROL THE CITY OF B EMAN'STE WATER SUPPLY SHALL OPERATED BY CITY OF 5 ALL FILLS SHALL BE ENGINEERED EXCEPT FOR FILLS LESS THAN 18-INCHES IN DEPTH WHICH ARE LOCATED vy� BOZEMAN PERSONNEL ONLY. THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUMM .OF 24-HOURS PRIOR TO BEGINNING ANY WORK. OUTSIDE THE PUBLIC RIGHT-OF-WAY, BUILDING PADS, PARKING LOTS OR OTHER AREAS TO BE IMPROVED. BENCIII* K HYDRANT BENCEDARjHY RANT BENCHMARK(ARROW BOLT)HYDRANT ENGINEERED FILLS SHALL BE CONSTRUCTED IN LIFTS NO GREATER THAN 8-INCHES OVER APPROVED SUBGRADE. EXISTING HYDRANT gypR�T HYDRANT SE EACH LIFT SHALL BE COMPACTED PER GEOIECHNCIAL REPORT SPECIFICATIONS. IF NO REPORT IS AVAILABLE EACH (ARROW BOLT) (ARROW s(3 2" MINIMUM ORIFICE.REQUIRED FOR FLUSHING LIFT SHALL BE COMPACTED TO 95%OF THE.MAXIMUM DRY DENSITY AT PLUS OR MINUS 2 PERCENTAGE POINTS N-114543.51 E38541.26 N-114473.09 E3s427sa N-------.os E3s4as.99 OF OPTIMUM MOISTURE CONTENT PER ASTM D 4. .INSTALL JOINT RESTRAINTS ON ALL PIPE JOINTS AND FITTINGS AS SPECIFIED IN THE DRAWINGS. -698 TEST METHOD (STANDARD PROCTOR). 5. ALL CROSSES, TEES, VALVES, AND BENDS SHALL BE MECHANICAL JOINTS WITH MEGA-LUG. 6. SUB BASE AND CRUSHED BASE ROCK SHALL CONFORM TO THE REQUIREMENTS OF SECTION 02234(SUB BASE COURSE) AND SECTION 02235 (CRUSHED BASE COURSE) MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS (MPWSS). COMPACT SUB BASE AND CRUSHED BASE ROCK PER GEOTECHNICAL REPORT SPECIFICATIONS. IF NO SANITARY SEWER: - REPORT IS AVAILABLE COMPACT TO 95%OF THE MAXIMUM DRY DENSITY AT PLUS OR MINUS 2 PERCENTAGE CURBS & SIDEWALKS POINTS OF OPTIMUM MOISTURE CONTENT PERASTM D-698 TEST METHOD (STANDARD PROCTOR). 1. UNLESS OTHERWISE SHOWN OR INDICATED ON THE DRAWINGS, 6-INCHES NOMINAL CURB EXPOSURE SHALL BE FOR ALL p`MQp; 1 UNLESS OTHERWISE SPECIFIED, SANITARY SEWER PIPE SHALL BE PVC IN CONFORMANCE WITH ASTM 3034, SDR 35. ALL CURBING. OTHER APPURTENANCES AND INSTALLATION TO CONFORM TO THE CITY OF BOZEMAN SPECIFICATIONS. 7. A.C. PAVEMENT SHALL CONFORM TO SECTION 02510(ASPHALT CONCRETE PAVEMENT) MPWSS FOR TYPE B MIX. A.C. PAVEMENT SHALL BE COMPACTED PER GEOTECHNICAL REPORT SPECIFICATIONS. IF NO REPORT IS AVAILABLE 2, CONTRACTOR SHALL CONSTRUCT HANDICAP ACCESS RAMPS AND SIGNAGE IN ACCORDANCE WITH CURRENT ADA AND LOCAL 2. ALL SANITARY SEWER PIPES SHALL BE STRAIGHT GRADED BETWEEN MANHOLES. NO BENDS, DEFLECTIONS, HIGH OR LOW -COMPACT A.C. PAVEMENT TO A MINIMUM OF 92%OF THE THEORETICAL MAXIMUM RICE SPECIFIC GRAVITY. POINTS ARE ALLOWED. REQUIREMENTS. 8. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, STRAIGHT GRADES SHALL BE RUN BETWEEN ALL FINISH GRADE SIDEWALKS SHALL BE A MINIMUM OF 4-INCHES THICK. ALL SIDEWALKS SHALL BE CONSTRUCTED USING 4,000 PSI 3. PER DEQ &CITY REQUIREMENTS, CONTRACTOR SHALL HAVE SEWER INSTALLATION INSPECTED AND TESTED PER DEQ&CITY ELEVATIONS AND/OR FINISH CONTOUR LINES SHOWN. 3. PROCEDURES AND CERTIFIED BY A LICENSED ENGINEER. CONTRACTOR TO PROVIDE ENGINEER WITH 24 HOURS ADVANCE CONCRETE. NOTICE FOR INSPECTION. CONTRACTOR SHALL PROVIDE SAFE ACCESS TO TRENCH FOR INSPECTION. MANHOLE TESTING SHALL BE PERFORMED PRIOR TO PAVING AND FINAL SURFACE RESTORATION. 9• ALL EXISTING OR CONSTRUCTED-MANHOLES, CLEANOUTS, MONUMENTS, GAS VALVES, WATER VALVES AND SIMILAR 4. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH ENGINEER TO ASSURE CONCRETE TESTING IS COMPLETED IN . STRUCTURES SHALL BE ADJUSTED TO MATCH FINISH GRADE OF THE PAVEMENT, SIDEWALK, OR LANDSCAPED AREA ACCORDANCE WITH CITY STANDARDS. A MINIMUM OF 24 HOURS NOTICE IS REQUIRED. 4. CLEANING, PRIOR TO TESTING AND TV INSPECTION, CONTRACTOR SHALL FLUSH AND CLEAN ALL SEWER PIPE AND MANHOLES WHEREIN THEY LIE. AND REMOVE ALL FOREIGN MATERIAL. 10. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, NO CUT OR FILL SLOPES SHALL BE CONSTRUCTED STEEPER THAN LEGEND � 5. LEAKAGE TESTING. SANITARY SEWER PIPE AND APPURTENANCES SHALL BE TESTED FOR LEAKAGE BY CONTRACTOR. LEAKAGE 4H:1V. TESTS SHALL BE COMPLETED PER MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS AND CITY OF BOZEMAN -4770-- INDEX CONTOUR • FOUND MONUMENT AS NOTED MODIFICATIONS. 11. ALL BOULEVARDS SHALL BE FINISHED GRADED TO 6-INCHES BELOW TOP OF SIDEWALK TO ALLOW FOR THE PLACEMENT OF 6-INCHES OF TOP SOIL -------- CONTOUR MINOR (1' INTERVALS) BENCHMARK 6. TV INSPECTION. UPON COMPLETION OF ALL SEWER CONSTRUCTION, TESTING AND REPAIR, THE CONTRACTOR SHALL CONDUCT ® MONUMENT BOX A COLOR TV ACCEPTANCE INSPECTION OF ALL MAINLINES. THE TV INSPECTION SHALL BE CONDUCTED BY THE CITY OF ROAD RIGHT PROPERTY LINE NE WAY 9 SEWER MANHOLE C~ BOZEMAN. SUFFICIENT WATER TO REVEAL LOW AREAS OR REVERSE GRADES SHALL BE DISCHARGED INTO THE PIPE EXISTING UTILITY NOTES IMMEDIATELY PRIOR TO INITIATION OF THE TV INSPECTION. THE TV RECORDING AND WRITTEN REPORT SHALL BE DELIVERED TO ADJOINING PROPERTY WATER VALVE THE OWNER'S REPRESENTATIVE. CONTRACTOR SHALL COORDINATE AND PAY ALL COSTS FOR TV INSPECTION. 1. EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION - - - - EASEMENT LINE ® CURB STOP `Q AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES -x x- FENCE FIRE HYDRANT " 7. VACUUM TESTING, IF SPECIFIED FOR CONCRETE SEWER MANHOLES MUST CONFORM TO THE TEST PROCEDURES DESCRIBED IN (WATER, POWER, GAS, STORM, SEWER, TELEPHONE& TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE U ASTM C 1244. WATER TESTING WILL ONLY BE ALLOWED WHERE GROUNDWATER IS BELOW THE BOTTOM OF THE MANHOLE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVA11ON FOR EXACT LOCATIONS. w WATER MAIN ® WATER WELL 4 s O � N DURING TESTING. -WS- WATER SERVICE R' POWER POLE �-d 8. HYDROSTATIC TESTING SHALL BE CONDUCTED BY SEALING ALL PIPE PENETRATIONS TO THE MANHOLE AND FILLING THE l�l 9 2. EXISTING UTILITY DEPTHS ARE BASED ON BEST AVAILABLE KNOWLEDGE, CONTRACTOR TO VERIFY DEPTH OF EXISTING SCALE 0 0 16 UTILITIES PRIOR TO CONSTRUCTION. IF CONFLICTS EXIST CONTACT DESIGN ENGINEER FAR ENOUGH IN ADVANCE TO RESOLVE F9 ®FIRE SERVICE GUY ANCHOR 00 HOLE TO THE TOP OF THE MANHOLE CONE WITH WATER. WATER MAY BE ADDED OVER A 24-HOUR PERIOD TO CONFLICT WITHOUT CREATING DELAY IN CONSTRUCTION. - S SEWER MAIN © ELECTRIC PEDESTAL u w +m U COMPENSATE FOR LOSSES DUE TO EVAPORATION AND ABSORPTION. FOLLOWING THE 24-HOUR SATURATION PERIOD ANY LOSS OF WRIER WITHIN A 30-MINUTE PERIOD SHALL BE A FAILED TEST AND THE MANHOLE MUST BE REJECTED. ALLOWABLE - ss SEWER SERVICE � STORMDRAIN MANHOLE linch- 80FEET b H LEAKAGE FOR SEWER MANHOLES SHALL BE IN CONFORMANCE WITH SECTION 02730 PER CITY OF BOZEMAN MODIFICATIONS. s° STORM DRAIN ® CURB INLET DATUM OP OVERHEAD POWER © TV PEDESTAL CITY OF BOZEMAN DATUM •� 00 STORM DRAIN PIPE BEDDING AND BACKFILL RELATIVE TO BM 2001 - - - TEL OVERHEAD TELEPHONE ® GAS METER ry 1. ALL STORM DRAIN PIPE SHALL BE LAID STRAIGHT GRADED BETWEEN BEGINNING AND END INVERTS. NO BENDING, - ROAD CENTERLINE ® TELEPHONE PEDESTAL 1. ALL PIPES SHALL BE BEDDED WITH MINIMUM 4-INCHES OF TYPE 1 PIPE BEDDING AND BACKFILL WITH THE.SAME MATERIAL A SWEEPING OR DEFLECTIONS ARE ALLOWED. s SHEET MINIMUM OF 6-INCHES OVER THE TOP OF THE PIPE PER CITY OF BOZEMAN STANDARD DETAIL 02221-1. TOP BACK OF CURB " TREE CONIFER 2. CONTRACTOR SHALL FLUSH AND CLEAN ALL STORM DRAIN PIPE AND MANHOLES AND REMOVE ALL FOREIGN EDGE OF PAVEMENT a TREE DECIDUOUS .s �°®"Il 2. TRENCH BACKFILL MATERIAL UNDER IMPROVED AREAS SHALL BE PLACED IN 8 TO 12-INCH LIFTS AND COMPACTED IN MATERIAL, IF NECESSARY, AS A RESULT OF CONSTRUCTION ACTIVITIES. - EDGE OF GRAVEL ACCORDANCE WITH GEOTECHNICAL RECOMMENDATIONS. ( - CONCRETE PAD/SIDEWALK GALLATINCENTER EDGE OF BUILDING GENERAL NOTES o PROJECT: 16-142 AS �Ul a DATE: 06/04/2018 �� N Sewer Alignment rn N 0 Number Length Line/Chord Direction Start Station Northing Easting End Station Northing Easting m L1 130.630 S13' 43' 36.49"E 0+00.00 1-113948.65 38392.16 1+30.63 -114075.55 38423.16 NOTE: WHERE TRENCH PASSES z of Ir w a THROUGH EXISTING PAVEMENT THE qa PAVEMENT SHALL BE CUT ALONG A o NOTE: SLOPING, BENCHING OR NEAT VERTICAL LINE A MINIMUM OF SUPPORT SYSTEMS IN THIS AREA TO 12" FROM THE EDGE OF THE CONFORM TO O.S.H.A.'REGULATIONS TRENCH OPENING. WHERE NEAT LINE w IS LESS THAN 3' FROM EDGE OF w \ EXISTING PAVEMENT OR CURB AND S' MAX I I GUTTER SECTION. 3' MIN. \ I I I REMOVE AND REPLACE ENTIRE TO BACK OF CURB Z L� GREASE I SAWCUT LINE - PAVEMENT SECTION BETWEEN TRENCH p S" SDR 35 PVC h -- -INTERCiPTOR 12" AND EDGE Of PAVEMENT. NEW HYDRANT, z f o: L=131LF, S=0.46% �I EXISTING MIN MIN. 4'- 0" CLEAR ALL INSTALL PLUMB WITH MUELLER SUPER K w GROUND SURFACE PUMPER NOZZLE CENTURION 250 a V m PAVEMENT AROUND (TREES, HEDGES, m FACING STREET co y m I � SURFACE BUSHES, ETC.) �� o STA 1+30.63 ill )'--- o M STA 0+00.00 1"51 PROPOSED SSMH#2 ��1'M'� -I L_- _ _ y ELEVATIONS AS SHOWN O ADJUSTABLE SCREW REMOVE AND REPLACE 30' UTILITY p�J �" � ON PLANS OR 0.2' EXT'G SSMH. INSTALL SSMH#1 EASEMENT _ _1}0 /W� - TYPE VALVE BOX f f - - ABOVE TOP OF CURB GRADE Ir o & RECONNECT EXT'G SS SERVICE -- s s 1 � ",', �' SEE PAVEMENT SECTION 1"-MINUS GROUND LINE i WITH �1 s-S w M M M COMPACTED CRUSHED ROCK. PLACED AND ddd= s IRi - TYPE "A","B",'C' COMPACTED PER CITY OF BOZEMAN STDS. UNDISTURBED ® ___ _EXT'G SSMH#2 __ SUITABLE ,r �I BURY LINE J J �� ^ -_ TO BE REMOVED AND TRENCH BACKFILL SEE PAVEMENT SECTION. PLACED AND EARTH EXT'G 4" SERVICEI� 0+00 // I� �_ __ DISPOSED OFFSITE. I � COMPACTED PER CITY OF BOZEMAN STDS. 6COVER T TO BE RECONNECTED I /N� I (IS _ xixx xx+H SEE NOTE BELOW t J� INSTALL DETECTABLE WARNING TAPE _ cNnrs -' �- EXT'G 8" PVC SDR35 SEWER 6" 18" DEPTH *CONCRETE 6UDE5 _ - MAIN TO BE REMOVED AND SELECT TYPE I BEDDING MATERIAL PLACED THRUST TO MAIN LINE N".1 25 PEBLOCK \ �- DISPOSED OFFSITE 4" IN 6" LAYERS AND COMPACTED AS SPECIFIED IN SECTION 02221. i =SAWCUT EXT'G I _ _ _ _ - ONAL ASPHALT; REMOVE ( e STA 0+91.04 \\��\��\\ \-" JOINT AS REQUIRED FOR AND REPLACE. 6" PVC SDR26 - - W SS SERVICE RT - II .I'{-"�q� PIPE SPECIFIED 8" DI WATER MAIN MAINTAIN - - � - DRAWN BY: EWR L=34LF, SLOPE=2.0% TYPE II PIPE BEDDING 10' SEPARATION BETWEEN YXT71�7. WHERE REQUIRED FOR NEW 6" AUXILIARY GATE VALVE REVIEWED BY: CGB SEWER T. C4.0 WATER VV CO TRENCH WIDTH=O.D. FOUNDATION.SOIFT OR BSTABLE MIN. 1/2 CUBIC YARD WASHED GRAVEL FLANGE JOINT SEE WIN CO PROJECT ENGINEER: CGB \ ` OF PIPE PLUS TRENCH W DTH2 3.5' * DESIGNED BY: CGB MIN �'- MEGA-LUG OR APPROVED EQUAL JOINT RESTRAINTS GALLATIN CENTER SEWER MAIN PLAN MAY BE USED IN LIEU OF CONCRETE THRUST BLOCK HORZ. SCALE: 1" = 30' 1*SEE O.S.H.A. CONSTRUCTION STANDARDS FOR EXCAVATION K-1-'\DETAIL K_2'�DETAIL c!.o TYPICAL UTILITY TRENCH DETAIL a-n FIRE HYDRANT C.O.B. STD. DWG NO. 02221-1 MOD. C.O.B. STD. DWG. NO. 02660-4 r-4 b NOTES: 1. EXISTING UG INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO ® a4 THE BEST INFORMATION AVAILABLE TO ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICES LINES (WATER, POWER, GAS, STORM, W4 oP SEWER, TELEPHONE & TV) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. kT SCALE 2, REMOVE AND DISPOSE EXISTING SANITARY SEWER MANHOLES AND MAIN. BACKFILL AND 0 15 30 60 COMPACT VOID LEFT BY REMOVAL OF MAIN AND MANHOLE WITH SOUND NATIVE MATERIAL. FRAME AND COVER TO BE EITHER D&L A-1172 RING WITH A-1172 COVER, �y] 3. ENSURE ALL NEW CONNECTIONS ARE WATER TIGHT. EJIW 3771/3772 SERIES, OR APPROVED EQUAL COVERS SHALL HAVE I 30' - �9 4. EXISTING UTILITY DEPTHS ARE ASSUMED. CONTRACTOR TO VERIFY DEPTH OF UTILITY TWO 1" PICK HOLES. 7" [� DATUM PRIOR TO CONSTRUCTION. IF CONFLICT EXISTS CONTACT DESIGN ENGINEER FAR ENOUGH IN NOTE: ADVANCE TO RESOLVE CONFLICT WITHOUT CREATING DELAY IN CONSTRUCTION. ADJUSTABLE RINGS ALL JOINTS BETWEEN MANHOLE SECTIONS, MANHOLE RING & CITY OF BOZO BM DATUM b Q� RELATIVE TO BM 2001 2" MIN., 12 MAX. TOP SECTION, AND AROUND SEWER PIPE INTO MANHOLE SHALL BE 5. BACKFILL &.COMPACT TRENCH FROM REMOVAL OF SANITARY SEWER & WATER MAIN PER WATERTIGHT. JOINTING MATERIAL SHALL BE "RAM-NEK" OR EQUAL CITY OF BOZEMAN STANDARDS WITH CLEAN NATIVE BACKFILL FOR ALL JOINTS EXCEPT BETWEEN SEWER PIPE AND MANHOLE WALL. 5 2-0" PRECAST REINFORCED CONCRETE MANHOLE RISER 4'-0" AND ECCENTRIC CONE TOP MANUFACTURED IN MANHOLE ACCORDANCE WITH ASTM DESIGNATION C-478. GREEN STEEL POST STEPS AT GROUT INVERT TO SPRINGLINE AT END OF SERVICE 16" CENTER -:'F OF PIPE IF GAP BETWEEN ,_ PIPE AND CHANNEL IS PROPERTY LINE 4'-0 GREATER THAN 1/8" - STREET SURFACE OR EASEMENT LINE j (MIN) PRE-CAST CHANNEL j 4' STA 0+00.00 FLOWLINE RESTORE GROUND j 48' SSMH #1 STA 1+30.63 VARIABLE ' ! TO ORIGINAL GROUND SURFACE RIM EL 4681.90 48" SSMH#2 12"MAX.(TYPICAL CHANNEL DIA D,... TOP OF PIPE MAY CONDITION i RIM EL 4683.60 FOR POURED PIPE NOT EXTEND PAST '" ADJUST TO NEW FG IN-PLACE BASES) INSIDE WALL OF COMPACTED BACKFILL 2 5 FINISHED GROUND FLEXIBLE GASKETED JOINT (TYPICAL MANHOLE. IF (SEE SPECS.) A - FOR PRECAST BASES - SEE DETAIL) NECESSARY TOP �11.5' 8• M _ _ HALF OF PIPE MAY STA 0+04.31 BE TRIMMED OFF (TYP) I� N 4680 RECONNECT EXT'G 4"=EXISTING GROUND 4680 SMOOTH. (8" (TYPICAL EXCEPT IN SPECIAL PRECAST OR POURED-IN-PLACE BASE. SS SERVICE RT CONNECT TO EXT'G SS MAIN. SHELF-SLOPE 1" PER A DIAMETER ONLY) CIRCUMSTANCES WHERE CITY HAS Py�4y FIELD VERIFY ELEV. CONTACT FOOT TOWARD CHANNEL. POURED-IN-PLACE BASE, MINIMUM APPROVED ALTERNATE LOCATIONS 2" X 2" h41 N �+ INV.#673:9&4672.77 .ENGINEER IF DISCREPENCY IS SEE CHANNEL DETAIL. CONCRETE THICKNESS BELOW PIPE IS ) 5'-4" DIA. 8 INCHES. PRECAST BASE, MINIMUM WOOD 00 STA 0+00.00 8" SDR35 PVC 0.41% FOUND. #4 BARS - 1'-0" O.C. THICKNESS IS 6 INCHES. ALL BASES SERVICE LINE. SLOPE,= 1 4' ��sl MARKER n n ASSUMED INV. 4673.10t L= 131LF,-S=6r46 PRIORPOT OTO CONSTRUCTION EIFY (MIN) REINFORCED,AS SHOWN. 46 ELBOW � § FOOT MIN., 1/2 PER/FOOT!^,?, m A y REMOVE AND REPLACE INV. IN 4672.G 4672.26 SLOPE AT 1" PER FOOT. RADIUS OF � E1 in T.O.P. INV. OUT#6�2:3� MANHOLE0-4 EXT'G SSMH. INSTALL SSMH#1 p M� SEWER MAIN iNVERF ELEV. CHANNEL TO FULL o� FIELD VERIFY INV. ELEV SANITARY SEWER MAIN 4672.06 PRIOR TO CONSTRUCTION FINISHED GRADE ELEV. 4F,70 .PIPE DEPTH NOTE: D'+ IF DISCREPENCY IS FOUND STA 0+91.05 STORM DRAIN MANHOLES SHALL NOT e ��y CS CONTACT ENGINEER PRIOR '� L m 1O IN LINE W1'E FITTING FOR PLUG H c� ry o 4" SS SERVICE RT HAVE FORMED CHANNELS AND THE 1� O N TO PROCEEDING. ri r+ Ni n r•i INV.467t68- DIA. OF �,,,� °° r. c0 n SEWER PIPE +� LOWEST PIPE INVERT SHALL BE 9" FITTINGS ALLOWEDSFOR SADDLE W �p INV. OUT i�Cr}�'}E} m Eo m ro 0 4672.44 HIGHER THAN BOTTOM OF MANHOLE. �q 8 N O 4672.79 Q v a .r SERVICE INVERT NO EXISTING INSTALLATIONS FOR FLAT TOP MANHOLE SEE C.O.B. LOWER THAN SPRING OLY UPON APPROVAL OF o 00 o 00 0+00 1+00 SECTION A-A STD. DWG. NO 02720-4 LINE OF SEWER MAIN CITY OF BOZEMAN SEWER ® C,) FOR WYE FITTINGS. DEPARTMENT. 0-4 DETAIL DETAIL �y c0.o SANITARY SEWER MANHOLE Cs.O SANITARY SEWER SERVICE LINE GALLATIN CENTER SEWER MAIN PROFILE C.O.B.Sm.DWG.NO 02720-3 C.O.B.STD.DWG.NO 02730-2 = o0 HORZ. SCALE: 1" = 30' c� VERT. SCALE: 1" = 6' �..q 's SHEET 3 C3.0 GALLATIN CENTER I SEWER fS PROJECT: 16-142 ABU�LT 5 DATE: 05/04/202D � � N - u � 11 'I.'1'll'I 11 N 1 1 -�I-I -I- N shl� I I I I STA 1+99.47 I 1, 11 31 m 24.02' LF 6" DI I W -I-I � 7 1 z w HYDRANT ASSEMBLY '�' i• 1 11 1 '1 1 1 11 3 _ _L °2� PROPERTY LINE a_ 1 1 � � SCALE STA 5+54.66 11 0 STA 1+99.47 I "`� 24.54' LF 6" DI 1 In FUTURE STORM DRAIN 1 II 0 15 30 60 EXT'G 8" PVC SDR35-I- 8"X6" DI MJ TEE I HYDRANT ASSEMBLY _ (NOT IN CONSTRUCTION) SEWER MAIN fl p ,,, 1 t _ L\EXT'G HYDRANT�E,JI.. 8" DI S111.25+BEND �II� ® { V V "ICI STA 5+54.66 1 3W 0 REMOVED AND DISPOSED � t ® UTILITY EAPROPOSED SEMENT PER AMENDED 8"X6" MJ TEE III I I 1� 11 111 DATUM " I L°J II STA 3+46.73 '`Q� PLAT LOT 12 I- 1 1 11 `1 1 1 I1 II CITY OF BOZEMAN DATUM N 8" GATE VALVE- STA 4+52.42 t E013 HYDRANT TO BE I o 0 7.19 RELATIVE TO BM 2001 .o o STA 1+9 - r -- 8" DI 11.25' BEND REMOVED AND DISPOSED 11 1 N J C5 RELOCATE 8" SEWER MAIN 8" DI 11.25' BEND 30' 1 1 1 II m a .. 3+00 J J ry STA 5+ 1 a © __ UTILITY EASEMENT _ a+DD -__ - J- L _ _ 99.44 11 ,STA 0+35.01 S S 2+00 8" DI 45'BEND I m o N °' 8' DI 11.25' BEND I �I 11 1 1 N m EXT'G 8" DI WATER MAIN / STA 3+69.51- 5+00 �'� 6+ / STA 6+17.44 w�i rn > � S/ 0 � 12" PVC STORM_ ------- - -- '" - o m V31 J 8" DI 45'BEND 1 1 - -_ � � 1+0 _--_----_ _- M DRAIN CROSSING - J, � -�-- 1 -0+00 ®'� \ "r _ 8" DI WATER MAIN _ _ M WI/ \ n HHHN HHHR 3 Z N n M M- nl, ,/AM\ _ -- M M M I I1. 6' PVC SDR26 SEWER -- _ __ SERVICE CROSSING -___ _ _- __ __-- iI I EXT'G GATE VALVE I STA 0+30.00 EXT'G 8" DI WATER MAIN TO BE I II 1 F I II NTq 4 - 8" GATE_VALVE REMOVED AND DISPOSED EXT'G O o o STA 0+30.00 EASEMENT UTILITY �f i t I I I * a 7-7Ew �SAWCUT EXT'G 8"DI WATER MAIN (TO BE ABANDONED PER AMENDED REMOVE& DISPOSE I PLAT OF LOT 12) EXT'G 4" PVC SDR26 21 SEWER SERVICE CROSSING l�1p I ��® i O .' 3 DRAWN BY: EWR STAPLES REVIEWED BY: CGB W W EWA ER MA NI I PROJECT ENGINEER: CGB ,I DESIGNED BY: CGB L---- ----� L_ - I EXT'G GATE VALVE r STA 7+17,10 EXT'G 8" DI I - SAWCUT EXT'G 8" DI WATER MAIN WATER MAIN ---- ----y REMOVE & DISPOSE BALANCE OF MAIN. CONNECT TO EXT'G 8" WATER MAIN a WITH 8" GATE VALVE & 90' BEND III ---- . & THRUST BLOCK I GALLATIN CENTER WATER MAIN PLAN NOTES: - Water Alignment HORZ. SCALE: 1" = 30' 1.4 1. POT HOLE AND VERIFY EXISTING WATER MAIN & Number Length Line/Chord Direction Start Station Northing Easting End Station Northing Easting !� SEWER SERVICES DEPTH AND LOCATION PRIOR TO 4. MAX DEFLECTION FOR 8"DUCTILE IRON PIPE 4' 44 CONSTRUCTION. NOTIFY ENGINEER BEFORE FULL LENGTH OF PIPE. LI 8.430 SO' 46' 12.61"W 0+00.00 -113925.96 38377.40 0+08.43 -113934.39 38377.29 P PROCEEDING IF DISCREPANCY OR CONFLICT IS F4 FOUND. 5. SUPPORT EXT'G SEWER SERVICE DURING L2 93.432 SIT 41' 59.42"E 1+03.75 -114027.00 38399.85 1+97.18 -114117.77 38421.98 Pi INSTALLATION OF MAIN AND MAINTAIN SERVICE TO REMOVE AND DISPOSE EXISTING L3 7.279 SO' 00' 00.00"E 1+97.18 -114117.77 38421.98 2+04.46 -114125.05 38421.98 FI BUSINESS AT ALL TIMES. rp FIRE HYDRANT ASSEMBLY. L4 142.258 SO' 00' 00.00'W 2+04.46 -114125.05 38421.98 3+46.72 -114267.31 38421.98 3. INSTALL JOINT RESTRAINTS ON ALL JOINTS & 6. BACKFILL & COMPACT TRENCH FROM REMOVAL OF SANITARY SEWER & WATER MAIN PER CITY OF L5 23.140 SO' 00' 00.00"E 3+46.72 -114267.31 38421.98 3+69.86 -114290.45 38421.98 (Sd FITTINGS WITHIN 10' FEET OF FITTINGS, OR AS BOZEMAN STANDARDS WITH CLEAN NATIVE BACKFILL. N .SPECIFIED ON PLANS, EXCEPT FOR 90' BENDS. L6 82.553 513' 15' 24.17"W 3+69.86 -114290.45 38421.96 4+52.41 -114370.80 38403.05 Pi INSTALL.JOINT RESTRAINTS ON ALL JOINTS AND FITTINGS WITHIN 25' FEET OF 90'-BEND. L7 102.244 SO' 00' 00.00"E 4+52.41 -114370.80 38403.05 5+54.66 -114473.05 38403.05 LB 44.778 SO' 00' 01.81"E 5+54.66 -114473.05 38403.05 5+99.43 -114517.83 38403.05 L9 18.000 S45' 08' 06.21"W 5+99.43 -114517.83 38403.05 6+17.43 -114530.52 38390.29 L10 99.670 S89' 40' 59.94"W 1 6+17.43 -114530.52 1 38390.29 7+17.11 1-114531.08 38290.62 4700 4700 RE-INSTALL 4" INSULATION OVER EXT'G TA 5+54.66 8" DI WATER HYDRANT ASSEMBLY FINISHED GROUND MAIN. (h 4690 BURY LINE EL 468B& ao STA 1+99.47 STA 3+69.51 4690 STA 0+18.06 STA 1+03.75 HYDRANT ASSEMBLY 12" PVC STORM DRAIN 8.5' BURY DEPTH M 4687.86 ENSURE SEWER SERVICE STA 1+14.59 W EXT'G SS CROSSING BURY LINE EL 46844� CROSSING ENSURE SEWER SERVICE CLEARS WATER LINE 8" DI 11.25^VERT. BEND 8.0' BURY DEPTH4684.34 INV. 4681.50 CLEARS WATER LINE BY BY MIN. 6" INV. 4671.504671.76 MIN 6" VERT. SEPERATION VERT. SEPERATION 141 N ka POT HOLE AND VERIFY DEPTH INV. 4673.61± EXISTING GROUND STA 6+17.44 I� PRIOR TO CONSTRUCTION. L STA 3+46.73 8" DI 45' BEND INV. 4674.22± MIN STA 1+39.00 8" GATE VALVE INV. rr34679.56 STA 0+30.00 m lea INV.h6VAL E COVER 8" DI 11.25' VERT. BEND PROPOSED 8" DI CLASS 4680 a � 5 A STA 0+30.00 8" GATE VALVE INV. 46+6-}E 51 WATER MAIN 718 LF 4676.32 CONNECT TO EXT'G INV. _- i-=� 4675.53 - EXT'G 8" DI 3 O DI WATER MAIN 4671.54 INV. '^ STA 5+54.66 WATER MAIN (FIELD VERIFY) STA 0+35.01 8"X6 DI TEE STA 5+99.45 4671.54 8" DI 11.25' BEND STA 1+97.19 INV. 679.39 8" DI 45' BEND STA 7+17.11 INV. '"^ 8" DI 11.25' BEND STA 4+52.42 4679.27 INV. CONNECT TO EXT'G 8'"WATER MAIN, PP�� a N IW. STA 1+99.47 T.O.P. STA 3+69.87 �-C ® N �� w EXT'G 8" DI 4671.66 8"DI 11.25' BEND 4679.44 WITH B" GATE VALVE, 90' BEND N ® z o WATER MAIN 4676.14 8'X 6' DI TEE- WATER MAIN+NVERF ELEVATION 8" DI 11.25' BEND INV. 4677.84 & THRUST BLOCK f� INV.467§4B- FINISHED GRADE ELEVATION INV.4fi�6 9 4676.34 00 n m rn m ro ±INV.�96 rn4 679.334670 FIELD VERIFY) 4670 o ( - I� .a to C11 q W Ui 00 Co 00 Co 10 N O �j 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 s SHEET C4.® T GALLATIN CENTER GALLATIN CENTER WATER MAIN PROFILE WATER g7 i PROJECT: 16-142 6' VERT.SCALE:1"= I HORZ.SCALE:1"= AS B IlJ ILT' I DATE: 05/04/2020