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Home My WebLink AboutNexus Point - Infrastructure Improvement As Builts PUBLIC INFRASTRUCTURE IMPROVEMENTS FOR NEXUS POINT BOZEMAN, MT LARCH[, 2020 AS-BUILT � O SHEET INDEX01-1 al � gy SHEET NO. DESCRIPTION DATE COVER SHEET 03/10/20 W KaAve Nv C0.1 GENERAL NOTES AND SITE 03/10/20 C2.0—C2.3 ROADWAY PLAN & PROFILE 03/10/20 a C3.0—C3.6 SEWER MAIN PLAN & PROFILE 03/10/20 C4.0—C4.4 WATER MAIN PLAN & PROFILE 03/10/20 Stucky Road C6.0—C6.2 DETAILS 03/10/20 O W N University Way Circle Woy I—NI.j Nj N N jr N PROJECT g 0 r. LOCATION < O W Graf St t 6 Graf St rn Graf St w '- Br akdal Dr inConcord Mathew Bird Cr 0 s E S Q LexingtonOf Fi U E L d N E o Park Place Aid rr ore.I 0 J 4 Cambritlge or m r � soaafawea sanod o,dwd �a W rieldvlew Cr 0 Blackwood Road d Z R Poa O Q�oo E 3 E 3 VICINITY MAP NTS 3 z r Surveying by: Civil Engineering by: Owner: ENGINEERING BUDS _ MERIDIAN LAND SURVEYING MADISON ]ENGINE NEXUS POINT LLC ®: °�nE�K 64 BRECKEN CT 895 TECHNOLOGY BLVD,SUITE 203 3661 JAGAR LANE BOZEMAN MT 59718 BOZEMAN,MT 59718 f�PoA; a�' yv , BOZEMAN,MT 59718 (406)579-1746 (406)586-0262 (406)599-5169 g COVER SBEET o LJ N N GENERAL NOTES: GRADING. PAVING&DRAINAGE o N S.CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT AND FACILITIES o 0 1.ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO MONTANA PUBLIC WORKS STANDARDS, MOOT, 1.UNLESS OTHERWISE NOTED, ALL GRADING,ROCKING AND PAVING SHALL REQUIRED FOR TESTING ALL UTILITY PIPING IN ACCORDANCE WITH CITY AND CURRENT CITY OF BOZEMAN MODIFICATIONS. UNLESS OTHERWISE APPROVED BY THE ENGINEER CONFORM TO MDOT AND MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, CONSTRUCTION SPECIFICATIONS. COST OF ALL INITIAL AND RETESTING SHALL } CONSTRUCTION SHALL BE DONE BETWEEN 8:00 A.M.AND 5:00 P.M., MONDAY THROUGH FRIDAY. MOST CURRENT ADOPTED EDITION,WITH CITY OF BOZEMAN MODIFICATIONS. BE BORNE BY THE CONTRACTOR. m 2. CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF ALL EXISTING UTIUTIES WHERE NEW 2.CONTRACTOR SHALL PREPARE AND PROCURE A DIED STORM WATER POLLUTON a w a FACILITIES CROSS OR CONNECT. CONTRACTOR SHALL BE RESPONSIBLE FOR EXPOSING POTENTIAL PREVENTION PLAN(SWPPP)AND CITY OF BOZEMAN STORM WATER UTILITY CONFLICTS FAR ENOUGH AHEAD OF CONSTRUCTION TO MAKE NECESSARY GRADE MANAGEMENT PERMIT MODIFICATIONS WITHOUT DELAYING THE WORK. ALL UTILITY CROSSINGS SHALL BE POTHOLED AS NECESSARY PRIOR TO EXCAVATING OR BORING TO ALLOW THE CONTRACTOR TO PREVENT GRADE OR 3.CONTRACTOR SHALL BE RESPONSIBLE FOR MANAGING CONSTRUCTION AUGNMENT CONFLICTS. ACTIVITIES TO INSURE THAT PUBLIC AND PRIVATE STREETS AND PARKING LOTS ARE KEPT CLEAN OF MUD,DUST OR DEBRIS. DUST ABATEMENT SHALL 3. CONTRACTOR SHALL ERECT AND MAINTAIN BARRICADES,WARNING SIGNS,AND TRAFFIC CONES PER BE MAINTAINED BY ADEQUATE WATERING OF THE SITE BY THE CONTRACTOR MOOT REQUIREMENTS IN ACCORDANCE WITH THE MUTCD(INCLUDING MONTANA AMENDMENTS). ALL TO SUBSTANTIALLY LIMIT DUST FROM THE CONSTRUCTION SITE. UNDER NO TRAFFIC CONTROL MEASURES SHALL BE APPROVED AND IN PLACE PRIOR TO ANY CONSTRUCTION CIRCUMSTANCE SHALL THE CONTRACTOR ALLOW CONSTRUCTION DEBRIS, MUD ACTIVITY. OR GRAVELS TO BE LEFT ON THE STREETS OVER NIGHT. On LD 4.AT LEAST 2 BUT NOT MORE THAN 10 BUSINESS DAYS BEFORE BEGINNING ANY EXCAVATION,THE e v: 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 0 FACILITIES AND COORDINATE THE WORK WITH THE OWNERS OF SUCH UNDERGROUND FACILITIES.THE SURFACE VEGETATION,TREES,STUMPS,BRUSH, ROOTS, ETC. STRIP WORK (r. INFORMATION SHOWN OR INDICATED IN THE CONTRACT DOCUMENTS WITH RESPECT TO EXISTING LIMITS,REMOVING ALL ORGANIC MATTER WHICH CANNOT BE COMPACTED INTO GRACE BIBILE I''u UNDERGROUND FACILITIES IS BASED ON INFORMATION AND DATA OBTAINED FROM THE OWNERS OF A STABLE MASS. ALL BRUSH AND DEBRIS ASSOCIATED WITH CLEARING, 9 I °' THE FACILITIES WITHOUT FIELD EXPLORATION,AND AS SUCH, OWNER AND ENGINEER ARE NOT STRIPPING OR GRADING SHALL BE REMOVED AND DISPOSED OF OFF-SITE. 4`t t N m RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION OR DATA. AGO i S 5. BACKFILL MATERIAL UNDER IMPROVED AREAS SHALL BE PLACED IN B TO 12-INCH LIFTS AND 5.FOLLOWING STRIPPING OPERATIONS, SUBGRADE SHALL BE COMPACTED PER COMPACTED IN ACCORDANCE WITH GEOTECHNICAL RECOMMENDATIONS. GEOTECHNICAL REPORT SPECIFICATIONS. IF NO REPORT IS AVAILABLE SUBGRADE SHALL BE COMPACTED TO 95%OF THE MAXIMUM DRY DENSITY AT \ t- 6. CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT AND FACILITIES REQUIRED FOR TESTING PLUS OR MINUS 2 PERCENTAGE POINTS OF OPTIMUM MOISTURE CONTENT PER ALL UTILITY PIPING IN ACCORDANCE WITH CITY CONSTRUCTION SPECIFICATIONS. COST OF ALL ASTM D-698 TEST METHOD(STANDARD PROCTOR). _ ' - "' ' __ -_ -" ' I -`- "- -".\L� - --, -'.-- h _ 1+ I, i N TESTING SHALL BE BORNE BY THE CONTRACTOR. INSPECTOR SHALL BE ON SITE TO WITNESS ALL TESTING. CONTRACTOR SHALL NOTIFY INSPECTOR AND CITY OF 13OZEMAN ENGINEERING DEPARTMENT 6.SUBGRADE SHALL BE PROOF ROLLED AND SOFT AREAS SHALL BE A MINIMUM OF 24 HOURS (1 BUSINESS DAY) PRIOR TO TESTING. OVER-EXCAVATED AND REPLACED WITH STRUCTURAL FILL. SUBGRADE MUST 'a PROPOSED 8" SEWER MAIN \ BE INSPECTED AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO o o� ,,,f ---- -- (TYPJ --- __ _ \/ PROPOSED SEWER ® \\ 7. NO TRENCHES IN ROADS OR DRIVEWAYS SHALL BE LEFT IN AN OPEN CONDITION OVERNIGHT. ALL PLACING EMBANKMENTS, ENGINEERED FILLS OR FINE GRADING FOR BASE X r-__ SERVICE (TYP) SUCH TRENCHES SHALL BE PLATED OR BACKFlLLED, COMPACTED AND CLOSED BEFORE THE END OF S S --- S J- > --- --- \ `�._ HYDRANT pHR15° EACH WORK DAY AND NORMAL TRAFFIC FLOWS RESTORED. ROCK. �\ \� l^ _, _ _ - _ _- _.- - ,.,. -y ( eocn \ \ j s p \ � EXISTING 8.ALL ROAD CLOSURES SHALL BE COMMUNICATED THROUGH THE POLICE DEPARTMENT, RECORDS 7.ALL FILLS SHALL BE ENGINEERED EXCEPT FOR FILLS LESS THAN 18-INCHES CI ` -C �- _-C`� '�' \ � j I �e xsc�\ >- �� \�\ �'°' PROPERTY LINE DIVISION WITH A MINIMUM OF 24 HOUR ADVANCE NOTICE WITH THE FOLLOWING INFORMATION: IN DEPTH WHICH ARE LOCATED OUTSIDE THE PUBLIC RIGHT-OF-WAY, ( `�\�`\ ?r = EENcxmARR ' _ .,� \\. EXACT LOCATION: ADDRESS IF APPLICABLE OTHERWISE STREET NAME AND START AND END BUILDING PADS, PARKING LOTS OR OTHER AREAS TO BE IMPROVED. xYDRANT LIMITS. ENGINEERED FILLS SHALL BE CONSTRUCTED IN LIFTS NO GREATER THAN \� (nxR°ws°ci1 J PROPOSED FIRE & WATER SERVICE ( ¢ ` TYPE OF WORK: IE.TRENCHING, PAVEMENT SAWCUT. 8-INCHES OVER APPROVED SUBGRADE. EACH LIFT SHALL BE COMPACTED \ Q L 4-ca START DATE AND TIME AND ANTICIPATED CLOSURE DURATION. PER GEOTECHNCIAL REPORT SPECIFICATIONS. IF NO REPORT IS AVAILABLE I�il \\ �,� _ NAVDaa } (TYP) EACH LIFT SHALL BE COMPACTED TO 95%,OF THE MAXIMUM DRY DENSITY AT I �` � i t II � DRAWN BY: EWR 9.ALL PAVEMENT CUTS SHALL BE DONE IN SUCH A MANNER WHICH WILL RESULT IN A CLEAN SQUARE PLUS OR MINUS 2 PERCENTAGE POINTS OF OPTIMUM MOISTURE CONTENT PER \ _ - -•+�-- i ` w Ui EDGE BY SAW. THE TOP 12 INCHES OF THE EXCAVATED AREA WITHIN THE STREET SHALL BE FILLED ASTM D-698 TEST METHOD STANDARD PROCTOR). -. �� \ ° II II I \ \ REVIEWED BY:CGB WITH ROAD MIX AND COMPACTED. ( ) _ ,"'�s8. W W W W W 1 _ - ARNOLD STREET w - i PROJECT ENGINEER:CGB 10. PRIOR TO PAVING CONTRACTOR SHALL SCHEDULE A PRE-PAVING WALK THRU WITH THE CITY, 8.SUB BASE AND CRUSHED BASE ROCK SHALL CONFORM TO THE A\-.� �� ° "---..� a Lu j''' ; -� DESIGNED BY: CGB MOOT, AND DESIGN ENGINEER. GENERAL CONTRACTOR AND PAVING CONTRACTOR SHALL ALSO BE - o _ - REQUIREMENTS OF SECTION 02234(SUB BASE COURSE)AND SECTION 02235 j �I "^- _ _ _ _VF- 'I-"'i ��/ �N PRESENT. (CRUSHED BASE COURSE)MONTANA PUBLIC WORKS STANDARD I� ( C ReNClmurtx } �� N 3 SPECIFICATIONS(MPWSS). COMPACT SUB BASE AND CRUSHED BASE ROCK III F -- DYDRrmrr I� PIPE BEDDING AND BACKFILL PER GEOTECHNICAL REPORT SPECIFICATIONS. IF NO REPORT IS AVAILABLE COMPACT TO 95%OF THE MAXIMUM DRY DENSITY AT PLUS OR MINUS 2 5 a9fi6.64 1. ALL PIPES SHALL BE BEDDED WITH MINIMUM 4-INCHES OF TYPE 1 PIPE BEDDING AND BACKFILL PERCENTAGE POINTS OF OPTIMUM MOISTURE CONTENT PER ASTM D-698 TEST HYDRANT (ARROW BOLT)WITH THE SAME MATERIAL A MINIMUM OF h I � DETAIL I' (VICE I 8" F THE PIPE PER CITY OF BOZEMAN CONTRACTOR SHALL PROVIDE 2ALLiMATERIALSN EQUIPMEES NT AND FACIL THE TOP OITIES REQUIRED FOR TESTING 9.A.C.PAVEMENT SHALL CONFORM TO SECTION 02510 ASPHALT CONCRETE PROPOSED FIRE& WATER SERVICE wSE P ii) ] ,I ry r D t PROPOSED 8' s METHOD(STANDARD PROCTOR). C (. r 2. C C Q ( 3 W ° 'I ., W SEWER MAIN (TYP) ,. - ..., ALL UTILITY PIPING IN ACCORDANCE WITH CITY CONSTRUCTION SPECIFICATIONS. COST OF ALL PAVEMENT)MPWSS FOR TYPE B MIX. A.C. PAVEMENT SHALL BE COMPACTED INITIAL AND RETESTING SHALL BE BORNE BY THE CONTRACTOR. PER GEOTECHNICAL REPORT SPECIFICATIONS. IF NO REPORT IS AVAILABLE W W W_ i { W A > THE AVERAGE DENSITY SHALL E EQUAL VI OR GREATER THAN 93%OF THE lJ ... i 3. ALL LANDSCAPING DAMAGED DURING CONSTRUCTION SHALL BE REPLACED/REPAIRED TO THEORETICAL MAXIMUM RICE SPECIFIC GRAVITY AND NO INDIVIDUAL SAMPLE d PRE-CONSTRUCTION QUALITY. SHALL BE LESS THAN 92%OF THE THEORETICAL MAXIMUM RICE SPECIFIC .l 3 ilk III GRAVITY. - 1�.. PROPOSES W TRAFFIC CONTROL: j r„ 1 - - I, D 8" WATER MAIN j (TYP) '` L, O.-A 1. CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL TRAFFIC CONTROL DESIGN TO CITY, 10. UNLESS OTHERWISE SHOWN ON THE DRAWINGS,STRAIGHT GRADES SHALL .... .. �' -I -.. S8 L'- " bC�-' MDOT, AND ENGINEER PRIOR TO PRE-CONSTRUCTION CONFERENCE. A COPY OF THE APPROVED BE RUN BETWEEN ALL FINISH GRADE ELEVATIONS AND/OR FINISH CONTOUR - ��' "" 'j �I -"=-L _ 0 _ � II z [� TRAFFIC CONTROL PLAN SHALL BE PROVIDED TO THE DESIGN ENGINEER. CONTRACTOR SHALL ERECT LINES SHOWN. -�- \ \ \ j "- G V b`/r- I; �I 1i l 1•"1 Q ' 3 AND MAINTAIN BARRICADES, WARNING SIGNS,AND TRAFFIC CONES PER APPROVED CITY AND MDT \' I C II�- L_ i REQUIREMENTS IN ACCORDANCE WITH THE MUTCD. TRAFFIC SHALL BE DIRECTED IN ACCORDANCE l ' O WITH THE MDT FLAGGERS HANDBOOK. CONTRACTOR SHALL REFERENCE THE MDT TRAFFIC CONTROL 11. ALL EXISTING OR CONSTRUCTED MANHOLES, CLEANOUTS, MONUMENTS,GAS C AND PROTECTION STANDARD DETAIL DRAWINGS IN DEVELOPMENT OF THE TRAFFIC CONTROL PLAN. VALVES, WATER VALVES AND SIMILAR STRUCTURES SHALL BE ADJUSTED TO P P PROPOSED 8" WATER MAIN \\ \� \� PROPOSED SEWER SERVICEh��l ALL TRAFFIC CONTROL MEASURES SHALL BE APPROVED AND IN PLACE PRIOR TO ANY MATCH FINISH GRADE OF THE PAVEMENT, SIDEWALK, OR LANDSCAPED AREA j - \ LLL1 W CONSTRUCTION ACTIVITY WITHIN THE RIGHT OF WAY. WHEREIN THEY LIE. - ---------- -- ; (TYP) \� \ (TYP) \ J I EXISTING UTILITY NOTES: 12. UNLESS OTHERWISE SHOWN ON THE DRAWINGS,NO CUT OR FILL SLOPES BENCHMARK RENc9MnRt< \\O \ _-'--��®�__ E3 SHALL BE CONSTRUCTED STEEPER THAN 4H:1V. HYDRANT RYOWBO 8 /" I ' b I ►`a z 1.EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO it (ARRDw RDLr) (ARRowsoLn THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE 13. IF DIRECTED ON THE DRAWINGS, ALL PLANTER AREAS SHALL BE ; _ 4971.51 NAVD88 ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER,GAS,STORM, SEWER, BACKFlLLEDWITH APPROVED TOP SOIL MINIMUM 6"THICK. STRIPPING TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE MATERIALS SHALL NOT BE USED FOR PLANTER BACKFILL,UNLESS ALLOWED d' - BY THE OWNER. do do-- a do-- do n LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT ! \ - LOCATIONS. ! _ ��_:. t . _. S _-- -�- 2.EXISTING UTILITY DEPTHS ARE BASED ON BEST AVAILABLE KNOWLEDGE, CONTRACTOR TO VERIFY 14. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH ENGINEER TO -S --.-.-�LANTERNLANE ASSURE COMPACTION TESTING IS COMPLETED IN ACCORDANCE WITH CITY -" - DEPTH OF EXISTING UTILITIES PRIOR TO CONSTRUCTION.IF CONFLICTS EXIST CONTACT DESIGN STANDARDS. A MINIMUM OF 24 HOURS NOTICE IS REQUIRED. _ ENGINEER FAR ENOUGH IN ADVANCE TO RESOLVE CONFLICT WITHOUT CREATING DELAY IN -- m -- ---- - -` PHASE LINE CONSTRUCTION. SANITARY SEWER: CURBS&SIDEWALKS 1.UNLESS OTHERWISE SPECIFIED,SANITARY SEWER PIPE SHALL BE PVC IN CONFORMANCE WITH ASTM 1.UNLESS OTHERWISE SHOWN OR INDICATED ON THE DRAWINGS,6-INCHES 3034, SDR 35. ALL OTHER APPURTENANCES AND INSTALLATION TO CONFORM TO THE CITY OF NOMINAL CURB EXPOSURE SHALL BE FOR ALL CURBING. BOZEMAN SPECIFICATIONS. 2.CONTRACTOR SHALL CONSTRUCT HANDICAP ACCESS RAMPS AND SIGNAGE IN T LANTERN PANE 2.ALL SANITARY SEWER PIPES SHALL BE STRAIGHT GRADED BETWEEN MANHOLES.NO BENDS, ACCORDANCE WITH CURRENT ADA AND LOCAL REQUIRMENTS. LEGEND BENCHA4ARK HYDRANT DEFLECTIONS,HIGH OR LOW POINTS ARE ALLOWED. (ARROW BOLT) 3.SIDEWALKS SHALL BE A MINIMUM OF 6-INCHES THICK. ALL SIDEWALKS ----4770- INDEX CONTOUR • FOUND MONUMENT AS NOTED N-110059.9688 E-374675.2014 3.PER DEQ&CITY REQUIREMENTS,CONTRACTOR SHALL HAVE SEWER INSTALLATION INSPECTED AND SHALL BE CONSTRUCTED USING 4,000 PSI CONCRETE TESTED PER DIED&CITY PROCEDURES AND CERTIFIED BY A LICENSED ENGINEER. CONTRACTOR TO -------- CONTOUR MINOR (1' INTERVALS) Q SEWER MANHOLE SOUTH 19THAVE PROVIDE ENGINEER WITH 24 HOURS ADVANCE NOTICE FOR INSPECTION. CONACTOR SHALL PROMBE 4.CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH ENGINEER TO ASSURE - PROPERTY LINE pd WATER VALVE DATUM SAFE ACCESS TO TRENCH FOR INSPECTION, MANHOLE TESTING SHALL BE PERFORMED PRIOR TO CONCRETE TESTING IS COMPLETED IN ACCORDANCE WITH CITY STANDARDS. A BENCHMARK HYDRANT I�1 O ROAD RIGHT-OF-WAY FIRE HYDRANT (ARROW BOLT) NAD83 N PAVING AND FINAL SURFACE RESTORATION. MINIMUM OF 24 HOURS NOTICE IS REQUIRED. - tir w 4.CLEANING. PRIOR TO TESTING AND TV INSPECTION, CONTRACTOR SHALL FLUSH AND CLEAN ALL INSPECTION. TESTING NOTES, - - - - ADJOINING PROPERTY POWER POLE N-110738.3173 E-376003.0677 NOT TO SCALE SEWER PIPE AND MANHOLES AND REMOVE ALL FOREIGN MATERIAL. - - - - EASEMENT LINE LIGHT POLE � to Op 1.CONTRACTOR SHALL NOTIFY CITY OF BOZEMAN PUBLIC WORKS OFFICE AND -XX- FENCE QD STORMDRAIN MANHOLE 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 k N BY CONTRACTOR. LEAKAGE TESTS SHALL BE COMPLETED PER MONTANA PUBLIC WORKS STANDARD START OF CONSTRUCTION. w WATER MAIN ® CURB INLET 0,0 Xp SPECIFICATIONS AND CITY OF BOZEMAN MODIFICATIONS S SEWER MAIN a H c TREE DECIDUOUS Qa " 6.TV INSPECTION. UPON COMPLETION OF ALL SEWER CONSTRUCTION, TESTING AND REPAIR, THE 2.COMPACTION TESTING OF SUBGRADE,BASE COURSE AND ASPHALT REQUIRED SO FOR ALL UFTS. CONTRACTOR SHALL PROVIDE ACCESS TO INSPECTOR TO STORM DRAIN NEW PAVEMENT CONTRACTOR SHALL CONDUCT A COLOR TV ACCEPTANCE INSPECTION OF ALL MAINLINES. THE TV COMPLETE THE COMPACTION TESTS. OP OVERHEAD POWER z INSPECTION SHALL BE CONDUCTED BY THE CITY OF BOZEMAN. SUFFICIENT WATER TO REVEAL LOW w GGJJ AREAS OR REVERSE GRADES SHALL BE DISCHARGED INTO THE PIPE IMMEDIATELY PRIOR TO -iEL- OVERHEAD TELEPHONE O INITIATION OF THE TV INSPECTION. THE N RECORDING AND WRITTEN REPORT SHALL BE DEUVERED 3.CONTRACTOR SHALL NOTIFY DESIGN ENGINEER A MINIMUM OF 24 HOURS(1 �n�,n--oa 7 (� TO THE OWNER'S REPRESENTATIVE. CONTRACTOR SHALL COORDINATE AND PAY ALL COSTS FOR TV BUSINESS DAY)PRIOR TO THE REQUIRED INSPECTIONS, UNDERGROUND GAS LINE- Z INSPECTION. - ROAD CENTERLINE O �4 4.CONTRACTOR SHALL NOTIFY DESIGN ENGINEER FAR ENOUGH IN ADVANCE TO TOP BACK OF CURB U WATER ALLOW THE INSPECTOR TIME TO COMPLETE COMPACTION TESTING. CO W CONTRACTOR SHALL NOT COVER ANY LET PRIOR TO COMPACTION TESTING BY EDGE OF PAVEMENT INSPECTOR. UFTS 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 _ n THE INSTALLED WITH A MINIMUM 6.5'OF COVER TO FINISH GRADE UNLESS OTHERWISE NOTED OR ENGINEER OR ACCEPTED BY THE CITY. EDGE OF GRAVEL �w DIRECTED. ALL OTHER APPURTENANCES AND INSTALLATION TO CONFORM TO MDEQ AND CITY OF CONCRETE PAD/SIDEWALK BOZEMAN SPECIFICATIONS. 5.INSTALLATION OF WATER MAINS SHALL BE INSPECTED AND CERTIFIED BY THE DESIGN ENGINEER. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER FAR 2.CITY FORCES TO OPERATE ALL VALVES, INCLUDING FIRE HYDRANTS, ON EXISTING AND PROPOSED ENOUGH IN ADVANCE TO ALLOW THE INSPECTOR TIME TO COMPLETE THE REQUIRED INSPECTION. PUBLIC MAINS CONTRACTOR SHALL NOTIFY THE CITY WATER DEPARTMENT A MINIMUM OF 24 HOURS PRIOR TO REQUIRING THE OPERATION OF VALVES. 6.NO PIPE, VALVES,BENDS,ETC. SHALL BE BURIED PRIOR TO INSPECTION BY /SHEET 3.2"MINIMUM ORIFICE REQUIRED FOR FLUSHING. DESIGN ENGINEER. Co. 7.PRESSURE, VELOCITY FLUSH, AND BAC-T TESTS ARE REQUIRED FOR THE NEXUS POINT 4.INSTALL JOINT RESTRAINTS ON ALL PIPE JOINTS AND FITTINGS AS SPECIFIED IN THE DRAWINGS. WATER MAIN AND FIRE SERVICES. ALL TESTS SHALL BE PERFORMED BY THE CONTRACTOR AND WITNESSED BY THE DESIGN ENGINEER. CITY OF BOZEMAN GENERAL NOTES 5.ALL CROSSES, TEES, VALVES, AND BENDS SHALL BE MECHANICAL JOINTS WITH MEGA-LUG. SHALL OPERATE THE VALVES. PROJECT: 18-127 ASBUILT DATE: MARCH 2O20 N 1 10' WIDE P.C.C.11// l 0 . .E. m CLASS I TRAIL . R - I I N I 0c STA 0+09.24, 16.69' LT ',, 35' ROADWAY STA 5+95.88, 32.51' LT I U I Z I �_ W PUBLIC PARK) 3 a CURB INLET TBC 4965.1' Iyy� _ � 1 / SCALE PROTECT EXT'G I cn STA 0+38.71, 17.41' LT ( �f l 30' ROADWAYY &C-- -- - STA 5+80.88 17509 LT I _ I '/ m HYDRANT PRC TBC 4965.42' BBt UTILITY EASEMENT R75' 0 15 30 60 I FUTURE SIDEWALK Rl68' STA 0+81.26, 17.50' LT 24'WIDE (5.0' SIDEWALK _, PC TBC 4969.05 - - " R163' PT TBC 4965.64' DROP CURB 6.b' BOULEVARD _ 1"=30' a _ _ _ -- - - - - STA. 5+75 --- I 7 STA 0+03.65, 16.54' LT. do - -�,��---- L-------- SIDEWALK ADJACENT DATUM MATCH EXT'G TBC f4965.0' - do do do-- do--- do- do- - do-- do -- n do d (3) 12" PVC CONDUITS__ n = TO PUBLIC PARK z I • sue® •_ (1) 4" SCH40 PVC CONDUIT I o - _ -_ L ADA RAMP WITH iul TACTI-.. .. -.0 00 --' - -- -.. -- - _LC2 .--. - -- --°-- ----- ----- ROADWAY CENTERLINE--_ ----- _,- -- _.-�"/- --' ^ � (TYP) SURFACE m � LANTERN DRIVE Li 9 _C3 00 2+00 L2 1 3+00 4+00 5+00 i 6+00 6+13 J I 'R92.5' - 1 - - _r- +00 __I T 1--1- -r m _ - - :-- LANTERN DRIVE _-- ---._ - _ _ TYPE "A" PEDESTRIAN CROSSING--�•-- " ---- ��,�� PAVEMENTRI-1 MARKINGS z L.� CURB AND 1 ---- -- R967.5' STA 0+78.1 O PT TBC 4955.62' GUTTER (TIP) D3-2 (2) 30' ROADWAY & EXT'G PROPERTY LINE STA 5+81.13, 17.50' RT STA 0+38.83, 17.42' RT 9 LeMem PRC TBC 4965.42' UTILITY EASEMENT PC TBC 4969.06' EXT'G 20' 5 R15' CHRIS G. STA 0+11.61, 16.50' RT UTILITY EASEMENT STA 5+95,94, 32.42' RT CURB INLET TBC 4965.1' OB25 PE PT TBC 4969.60' N REMOVE EXT'G SIGNAGE y` STA 0+03.35, 16.59' RTIL 1 MATCH EXLG TBC t4965.0' SAWCUT AND REMOVE EXT'G ASPHALT 3' FROM EDGE DRAWN BY:JPS OF EXT'G IMMEDIATELY PRIOR TO PAVING. LANTERNDRIVEPLAN REVIEWED BY:CGB ADD BASE MATERIAL AND COMPACT AS REQUIRED TO MATCH PROPOSED CE GRADE HORZ. SCALE: 1" = 30' PROJECT ENGINEER:CGB AT STA 0+00 TO CREATE SMOOTH TRANSITION. TACK COAT& SEAM SEAL JOINT. DESIGNED BY: CGB LANTERN DRIVE ALIGNMENT DATA 10' UTILITY _IC UTILITY CORRIDOR 60' ROADWAY AND UTILITY EASEMENT CORRIDOR ALIGNMENT LINE DATA 35' TBC TO TBC LINE LENGTH BEARING START STATION START POINT END POINT END POINT 1' 5' 6.5' 7' PARKING 10' TRAVEL 10' TRAVEL 7' PARKING 6.5, 5' 1 L1 1.28 N89' 58' 13.52"E 0+00.00 N 110039.59 E 374671.82 0+01.28 N 110039.5891 E 374673.1006 a SIDEWALK BLVD LANE LANE BLVD SIDEWALKF F-1 2' 2' L2 535.62 N89' 49' 55.61"E 0+77.83 N 110029.85 E 374748.82 6+13.45 N 110031.4235 E 375284.4405 dry ROADWAY ALIGNMENT O ALIGNMENT CURVE DATA a/ MATCH EXT'G 5.0% 2.0% 2.0% 3�__0% 3.09 _2.0% 2.0% 5.0% MATCH CURVE # LENGTH RADIUS CHORD DIRECTION START STATION START POINT END STATION END POINT a GROUND ----' F� 4,1 ---- -- - GROUND Cl 18.26 150.OD S86• 18' 44.76"E 0+01.28 N 110039.59 E 374573.10 0+19.54 N 110038.42 E 374691.3083 f-4 /\/////\//\//\ - \\\ 4:1 4"THICK M-4000 /k '<i/\., / CONCRETE \\i 4" THICK M-4000 C2 19.54 150.00 S79. 05' 36.77"E 0+19.54 N 110038.42E 374691.31 0+39.07 N 110034.72E 374710.4782 3" MINUS GRAVEL BASE C.O.B. CONC. CURB & '�/i\�// j;�%i\� i,%�� CONCRETE C3 38.76 150.00 S82• 45' 54.46"E 0+39.07 N 110034.72 E 374710.48 0+77.83 N 110029.85 E 374748.8235 //�� GUTTER (TYP.) 3"ASPHALT SURFACE 3" MINUS GRAVEL BASE A4 P"I COMPACTED 6" CRUSHED GRAVEL BASE COURSE COMPACTED SUBGRADE (TYP.) Do STABLE SUBGRADE SUBGRADE MINUS) LEAVE FINISH GRADE 6" BELOW TBC FOR COURSE (1-1/2" PLACE MIRAFI 600X GEOTEXTILE FABRIC OR APPROVED EQUAL OVER (TYP.) PLACEMENT OF 6" DEPTH TOPSOIL(TYP.) COMPACTED SUBGRADE. STABLE SUBGRADE 15" PITRUN GRAVEL (6" MINUS) A UNSTABLE SUBGRADE UNSTABLE SUBGRADE �! PLACE MIRAFI RS580i GEOSYNTHEfIC OR APPROVED EQUAL OVER 21" PITRUN GRAVEL (6" MINUS) 'eW7 COMPACTED SUBGRADE. W *CONTRACTOR TO PROOF ROLL. ENGINEER SHALL PRESENT AND E"'I WITNESS ALL TESTING OF SUBGRADE AND DETERMINE IF SUBGRADE IS STABLE OR UNSTABLE. VV hb I DETAIL can TYPICAL LOCAL ST.ROADWAY SECTION N.T.S 4980 >> 4980 v a N n STA 6+13.45 m 4,0? CL S 21st AVE a - S --- .-. .--- -- @ EL 49691.58 p w MATCH SHT C2.1 FINISHED GRADE AT ROADWAY 4970 ([S�� 4970 +z m• - co ao O . EXT'G GRADE AT ROADWAY ----- - -.... m ----._ - - - A STA o+oo.00 a��, _ � _ _ • - - - - - - - - 0000 � a F N MATCH EXT'G _N m m - - - - ____ EDGE OF PAVEMENT _ - - STA. 5+80.96 PVI Im O EL 4965.2f - - p _ _ - -- - w s UTILITY CONDUITS _ -" CROSSING Y STA. 0+09.24, CURB INLET #15 1 4960 TBC 4965.1 4960 ... 15" INV IN•4966-60 (S)4960.62 15" INV OUT 4966:69-(N)4960.52 ; (SHOWN OFFSET FOR CLARITY) ------ -- - - 0-429 LF 15" PVC 0 B..59%0.48% EXT'G GRADE AT ROADWAY CL y 00 - FINISHED GRADE AT ROADWAY CL "-- - � - -- ,>_ 4950 4950 �1 O N o r m KI CI> �_ N M m r sr r N M r r CD !O h O N O 't N Il M µ r` r` .- d- M m I!1 r m 0p M - SHEET M td 10 td 16 n I� n r r, 1� m I� N r` 00 m C6 ®®//^�'�I/''/'/�6 c0 f0 10 t0 10 1p c0 <O 10 t0 (O 10 10 t(1 (LI N f0 t0 10 0 w b f0 [O Vds® rn m En rn m rn rn rn rn 0, rn rn rn rn m rn m m m m rn m rn o, rn rn d- 0+00 1+00 2+00 3+00 4+00 5+00 6+00 = NEXUS POINT ROADWAY LANTERN DRIVE PROFILE Qi PROJECT: 18-127 HORZ. SCALE: 1" = 30' JAS JILT c} DATE: MARCH 2020 VERT. SCALE: 1" = 6' 7 W � H rn Q � N O F m W � STA 5+04.14, 32.45' LT I ev II ( a Fs �" PT TBC 4959.80' U I R15' I v W I 6 n U I I I I 1 I STA 4+89.14, 17.50' LT I PC TBC 4960.28' SCALE ( STA 0+49.99, 32.54' LT STA 2+92.01, 17.50' LT PT TBC 4964.61' STA 4+ o 54.45 I z 0 15 30 60 H-1 I PC TBC 4969.05' 10' P.U.E. TBC GRADE BREAK -- �+ --- --- --- 4961.21' R15' --_ STA 3+83.47, 17.50' LT --1_CL GRADE BREAK STA 4+54.45 ADA RAMP WITH TACTILE CURB INLET TBC 4962.70' _ - - - _ llll�ATiJ1�I EXT'G 20' i ( do B INLE 4961,21'� --- ,� i- - - CURB AND GUTTER (TYP.) -- _ UTILITY EASEMENT j SURFACE (TYP) - do "' NAD83 _ --- � � m STA 0+64.99, 17.50' LT STA 2+00.20, 17.50' TYPE "A" PEDESTRIAN CROSSING �� a I PT TBC 4969.37' i dPRC TBC 4966.64' 3+00 L5 4+00 OIO 5+21 VALLEY PAVEMENT MARKINGS ,') I GUTTER :n �', STA 1+06.34, 17.50' LT G S.21st.AVE. __ II,TACTILE P WITH SURFACE ' ADA RAMP TYPE "A' PEDESTRIAN CROSSING - R1 1 -PC TBC 4968.5T - _- _- R15' III PAVEMENT MARKINGS -. - �' (TYP) -- CHRIS G. US 1 ' h �~ T, D3-2(2)� PTATBC 04960.282.59' I� DEAD END STA. 3+57.7 RT - BARRICADE n CL 24 WIDE DRIVEWAY- i- RT ��ecwsE° OM4-3 X3 0+00 L3 L,4 1+00 -�X y APPROACH ( ) STA 2+92.01, 17.50' RT • ~- CURB INLET TBC 4962.70' o v.S I .. - STA 4+88.75, 17.50' RT• / / j PT�BC(j4964.61' 'STA INLET 13 17.50' RT I j O a I'Z SI i `� PC TBC 4960.51' DRAWN BY: JPS -� STA. 2+93.5 rL 24 WIDE 1 - I ' j '"' i' 3 _ STA 3+83.37, 47.62' RT I REVIEWED BY:CGB DRIVEWAY APPROACH STA. 4+87 _ RBI CURB INLET'TBC 4962.60' I -".' 3 12" PVC CONDUITS I �I N' �� PROJECT ENGINEER:CGB v __- 15" INV THRU 4957.31 " STA 0+00.27, 17.41' RT STA. 0+68------ --- STA 2+00.20, 17.50' RT �j SEE C1.5 I O H40 PVC CONDUIT I ! i „; DESIGNED BY: CGB TBC EL. 4969.76 1 4„ SCH40 PVC CONDUIT �,I F (3) 12" PVC CONDUITS PRC TBC 4966.64' 1 4 SC i 6.5' BOULEVARD O .,k 5.0' SIDEWALK II I II I I ,t, STA 1+45.72, 23.00 RT� :J � I �- fl y STA 1+09.19, 17.50' RT TRANSITION FROM A 6 WIDE SIDEWALK 35' TBC TO TBC PC TBC 4968,54' _TO A 5' WIDE SIDEWALK 60' EASEMENT ',� I 1 10' P.U.E. 6' WIDE P.C.C. --_ �' II I I I 1. 1 SIDEWALK ADJACENT FUTURE SIDEWALK(C PUBLIC PARK I 4 o \ I TO PUBLIC PARK 14�-� i 4 I I V L S.21st AVE.PLAN w HORZ. SCALE: 1" = 30' S 21st AVE.ALIGNMENT'DATA F a ALIGNMENT LINE DATA LINE # LENGTH BEARING START STATION START POINT END POINT END POINT L3 32.45 NO' 14' 12.27"W 0+00.00 N 109998.97 E 375284.57 0+32.45 N 110031.4235 E 375284.4405 14 73.91 NO' 14' 12.27"W 0+32.45 N 110031.42 E 375284A4 1+06.36 N 110105.3318 E 375284.1352 1-5 162.43 NO' 06' 14.32"E 2+92.01 N 110279.83 E 375230.01 4+54.44 N 110442.2575 E 375230,3008 N ALIGNMENT CURVE DATA W CURVE # LENGTH RADIUS CHORD DIRECTION START STATION START POINT END STATION END POINT C4 94.38 150.00 N17' 08' 38.75"W 1+06.36 N 110105.33 E 375284.14 2+00.74 N 110194,04 E 375256.7716 CS 91.27 150.00 N17' 19' 38.32"W 2+00.74 N 110194.04 E 375256.77 2+92.01 N 110279.83 E 375230.0060 4980 4980 a n STA. 5+05.06, MH #1 48 INCH STA 0+32 46 RIM 4959.83 CL LANTERN STREET q °' STA. 3+83.47, CURB INLET #5 15" INV IN-4956.88-(S)4955.59 --- -- FINISHED GRADE o TBC 4962.701 15" INV IN 4955.88 (E)4955.63 STA 0+00.00 EL 4969.58 N AT ROADWAY CE a 15" INV IN "" 7Tr_-(E)4957.22 18" INV OUT ''r9oo:ov-(W)4955.53_ cPi rL EL 4969.75 MATCH SHT C2.0 +J - m 15" INV IN-957,.48(W)-4957.27 4970 _1-57% N EXT'G GRADE 15" INV OUT '- 'r(N),4956.94 4970 AT ROADWAY 0L +w m - 2.21% c --------- --...---- � - �N U] OFF ago_ - - _ m A _ W STA 5+21.48 ' N _ 2.09% �,ARNOLD STREET a N ll� EL 4960.03 Pa O - - - _ MATCH SHT C2.2 UTILITY CONDUITS STA. 3+83.47, CURB INLET #6 �' _ -3.29q 4960 CROSSING TBC 4962.70 _ - _ .0O% 4960 15" INV OUT 4958.:F (E)4958.56 a ^ "-- - ------ (SHOWN OFFSET FOR CLARITY) EXT'G GRADE AT ROADWAY rk 118 LF 15" PVC ® }gg� ® U -- - - 29 LF 15" PVC Q 5.2q ---- -- 4.45% i HI Fr UTILITY CONDUITS m FINISHED GRADE AT ROADWAY CROSSING � 4950 4950 0p rn N M M M M 00 rn M I[l O N '- I� r rn M N r M N M N M N r N o C, rn w m o m o m o w a o m - SHEET rn rn rn rn m m rn rn rn rn rn rn rn rn rn rn rn rn rn rn m rn 0+00 1+00 2+00 3+00 4+00 5+00 C201 NEXUS POINT ROADWAY S.21st AVE.PROFILE PROJECT: 18-127 DATE: MARCH 2020 HORZ. SCALE: 1" = 30' �,�p�4 T i VERT. SCALE: 1" = 6' III JI I�1 a-lYl- N W � ADA RAMP WITH o N TACTILE SURFACE 0 (TYP) PC TBC ±4952.35' / 10' MINIMUM WIDTH STA 0+00.88, 32.18' LT SAWCUT AND REMOVE EXT'G ASPHALT IMMEDIATELY m PRIOR TO PAVING. ADD BASE MATERIAL AND z COMPACT AS REQUIRED 4.1 ED TO MATCH PROPOSED / ,® 2% MAX SLOPE INTERSECTION GRADING TO CREATE SMOOTH �� R1-I �,cP 4.1 - TRANSITION. TACK COAT& SEAM SEAL JOINT 3-2 O Qo -� R15' 'D (2) •" O , ) 3" MINIMUM THICKNESS OF i 1/2" MINUS- 0 k / WASHED ROCK BASE MATERIAL COMPACTED STA 0+16.40, 17.50' LT SUBGRADE PT TBC 4952.65' SCALE / � `. / ROADWAY CENTERLINE 6" MINIMUM THICKNESS OF CLASS1. POUNDS z \ PROPERTY LINE CONCRETE REINFORCED WITH 1.5 POUNDS o rt i.15 30 60 STA 0+00.00, 31.55' RT �, PER CUBIC YARD OF FIBER MESH. 0 ` ��- rri..,-. �r,.l -tr. 0 y � PC TBC ±4952.35'. -. r i/ \ STA 0+82.61, 17.50' LT 1-30' \ EXT'G EASEMENT NOTES: 21"ADS SD W/PETS R15 \ \ CURB INLET TBC 4953.38' S DATUM INV OUT 4947.55 \ - \ - 1. SPACE CONTRACTION JOINTS TO MATCH THE WIDTH OF TRAIL. m 2. INSTALL EXPANSION JOINT MATERIAL AT EVERY FIFTH JOINT FOR THE FULL DEPTH OF CONCRETE. RIPRAP OUTLET NAD83 / 3. FINISH CONCRETE WITH LIGHT BROOM FINISH.. STA 0+13.42, 17.50' RT r \ \ STA 1+31.24, 68.64' LT o PT TBC 4952.62'/,i \, ,�, \\, \ DOUBLE CURB INLET TBC 4954.1' Z 21" PVC J yl •� \' G 82 LF 18" PVC INV OUT 49501 ® 0.50% \ "o \ -v a 1 L=56' s=1.o% v STA. 1+44 �� 1 DETAIL 24' WIDE DRIVEWAY APPROACH `�'r �I 'I C2.2 CONCRETE CLASS 1 TRAIL STA 0+82.61, 17.50' RT \ / CURB INLET TBC 4953.38' \ V A., 60' ROADWAY & C.O.B. STD DETAIL 02529-17 A \ .� UTILITY EASEMENT \ -�`-- tears STA 0+81.63, 55.82' RT ,el '� \ S - 60" FLOW CONTROL FLAT TOP MH \` 35' TBC TO TBC N� STA 1+32 57, 17.50' RT RIM 4955.90 \ \ 10' P.U.E. � �• 21" INV IN 4948.1 NE CURB INLET TBC 4954.09'\ \ 21" INV IN 4948.1 (SE) 6.5' ULEVARD � 1 - - - - - - --q ------ 21" INV OUT 4948.1 NW \\\ \ \5.0' SIDEWALK \ _ i ( ) � -�' " � Imo- \� II Imo. ___-._-�L-_ ---�-------� DRAWN BY:JPS SEE C7.5 N\ „a'` - _ _ .- .� -�i. J - \q �V °`� __--�--_ �. �-r-'- _. r_ -- REVIEWED BY:CGB STA 1+20-97, 60.46' RT �\ \� CURB AND r--- z ass -__ I I� r OUTLET STRUCTURE \\ p '\\GUTTER (TYP.) @ `-- '-�---- -� �- PROJECT ENGINEER:CGB RIM 4953-00 A \ `� `T" - b I II ( II @ DESIGNED BY: CGB \• STA 2+44.64, 17.50' LT `- - - 21" INV IN 4949.3 (N) .\ .68' II II II i 21" INV OUT 4949.30 (S) PC TBC 4955 \ ( pl ADA RAMP NTH O SEE C1.5 TACTILE SURFACE 10' WIDE P.C.C. A A�'V taU I \\, STA 3+87.92, 17.50' LT STA. 6+32 r � STA. 6+41.p5, LT.PT TBC 4957.94 y C!J CLASS I TRAIL (3) 12" P C CONDUITS � �v A � � � � � 8 � ' ll I V I STA 3+97.46, 17.50' LT I') � _=-II O _ </i, I 1 I TACTILE SURFACE R1-1 STORM WATER DETENTION/INFILTRATION I I STA 2+42.94, 17.50' RT\ `•.. \ \ _' ( _-CURB INLET TBC 4958.01'- -°-}1�---- _.-- i- 4=3C CONDUIT -I' ADIA RAMP RFACE _ r- � �1 SEE C1.5 � ..1J,... �L - -- PAVEMENT - �7 15" INV OUT 4954.00 -� CURB INLET TBC 4955.65' \ -_ I "A" PEDESTRIAN CROSSING ►a --' ENT MARKINGS r� STA 2+44.66, 17.50' RT � l PC TBC 4955.68'�b \ \ \ ARNOLD STREET - T - -I - - � �1 _VALLEY 4+00 5+00 6�00 UTTER F G 7+00 - 8-F. TYPE A' PEDESTRIAN CROSSING zFri H O PAVEMENT MARKINGS FUTURE SIDEWALK �� "'" "T""- - - -�-�-�-� ��•- - -STA 6+35.76, 17.50' RT '., V STA 7+00.73, 17.50' RT ,i., ur �.�i� --UP -uv OF -:I- U uv - PC TBC 4959.80' .i u. l:: rTWy -- _ .� ,. �r R15' PT TBC 4960.28' �7 O ( ) STA 3+97.46, 17.50' RT Ri-1 STA. 3+78.3 RT I, CURB INLET TBC 4958.01' O I STA 6+85.73, 32.59' RT 1 24 WIDE ( I f R15' 1 100� / PC TBC 4960.51' �- DROP CURB STA 3+88.33, 17.50' RT -- STA 6+50.72, 32.41' RT t. ! I 5 PT TBC 4957,94' -� PT TBC 4960'28' �I a ARNOLD STREET PLAN HORZ. SCALE: 1" = 30' 4970 o 4970 STA. 0+82.61, CURB INLET #12 __ a a I TBC 4953.38 1 r 18" INV IN�9-(SE).4948,42 w z M STA 6+68.03 15" INV IN 4948.58-(NE)4948.42 $ rn m CL S. 21 st AVE 21" INV OUT "^-r�8-49 (SW)4948.41 L N n EXT'G GRADE MATCH SHT C21 EL 4961.00 d' FINISHED GRADE CO J AT ROADWAY q V d AT ROADWAY M 0.75% 4960 IL o 4960 S M STA 0+00.00 ....- a +a z z -- ---------- ---- ---.�.--_.. -...... ......._ 1 MATCH EXT'G EDGE + OF PAVEMENT-- o0 00 -. _. ---- - _-_.-.._.._..... _-_ -....._._ EL f4951.89 d -- -- - O 150 LF 15" PVC _ _-...._._ - U] ao _ _ 18" PVC ®�75�--.._---- 3.50 1_42% 0.71% 00 .- 159 LF 18" PVC ® - --- --... - 0.79% STA. 3+97.46, CURB INLET #7 UTILITY CONDUITS STA. 6+85.33, MH #1 H O CROSSING` (E)4953.50 15" INV IN RIM 4959.83 4950 106 LF 18' PVC ® 2.04% 18" INV N04^63.q" �88 (E)4955.59 4950 n STA. 2+42.94, CURB INLET #9._._ "_ ___ ............_, .._-.. ._-15" INV IN,4955-66 (S)4955.63 STA. 0+82.61, CURB INLET #38 -- - -- ---- -- --15" INV IN•+ .:(N)4953.50- W O TBC 4953.38 TBC 4955.65 18" INV OUT " 53.4 T(NW)4952.97 18" INV OUT 495rs5&(W)4955.53 Y 15" INV OUTi9i8.66(S)4946.62- --46 LF 18" PVC ®-2.26% 18" INV IN ."`_ (SE)4951.72 _ __ �. _ _.. _...._. _ _-.. _a. �4 O 11 (SHOWN OFFSET FOR CLARITY) 2.39% 16" INV OUT i959-66(NW)4951.72 STA. 3+97.46, CURB INLET #8 _ -- ____ E _..__ - TBC 4958.01 EXT'G GRADE ....._-.-. " x AT ROADWAY GL a 29 LF 15" PVC ® 00.68% _- _ -(SH INV OUT ET FOR (S)4953.99 FINISHED GRADE (~ U pp (SHOWN OFFSET FOR CLARITY) DE AT ROADWAY � -- ----- - - _ --- - 4940 4940 ~ m `- M N O M 0) ? N N rn sh T M N N r0 O> (O r 0 O N <h O> <D n r d- •- N00 rn rn N m Iq n rn O m r m N m M O O •- M r r N O N r m N N M M M M N d- N rn tD m r m m m m rn m O> m rn rn m W rn O O) O rn m m m m m rn m rn rn rn rn m rn rn m rn m rn m rn rn rn m m rn m m rn m rn rn rn i i 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 - SHEET C2.2 NEXUS POINT ARNOLD STREET PROFILE HORZ. SCALE: 1" = 30' m ROADWAY VERT. SCALE: 1" = 6' PROJECT: 18-127 ASBUILT a DATE: MARCH 2O20 N H rn 0' P.U.E. ;�� `,' � ��, EXT'G EDGE OF PAVEMENT ' o 0 35 ROADWAY,'< i �. �� V ` � '� A '; > TBC TO TBC �ni r? / � hem 60 ROADWAY & i� --� �, +a,� z UTILITY EASEMENT ARNOLD STREET ALIGNMENT DATA 3 a LE STA 8+39.02, 17.50' LTALK CURB INLET TBC 4961_2T �� V� ALIGNMENT LINE DATA STA. 8+63.8 (LT) 9 � A EXTG WETLANDD sQ� .-.\ �� DESIGNATIONLINE # LENGTH BEARING START STATION START POINT END POINT END POINT �rE 24' WIDE DRIVEWAY APPROACH y 4- L7 244.64 S34 49' 34.86"E 0+00.00 N 110776.59 E 374688.64 2+44.64 N 110575.7683 E 374828.3466 STA 8+66.88, 17.50' 9 u= \ ' u:o L8 280.12 S89' 33' 17.99"E 3+87.92 N 110511.44E 37495D.31 6+68.03 N 110509.2610E 375230.4224 PC TBC EL. 4961.45L9 198.84 S89° 33' 17.99"E 6+66.03 N 110509.26 E 375230.42 8+66.68 N 110507.7166 E 375429.2600 k I ROADWAY L10 140.30 S51- 59' 14.05"E 9+65.23 N 110475.90 E 375520.47 11+05.53 N 110389.4968 E 375631.0135 8+00 1_9 + STA 9+65.23, 17.50' LT ( m CENTERLINE II '� (� k t L11 177.75 N89' 47' 02.18"E 11+96.80 N 110362.90 E 375716.85 13+74,55 N 110363.5749 E 375894.6012 J ti0�> 'PT TBC 4962.27' fl li (3) 12' PVC CONDUITS (1) 4" SCH40 PVC CONDUIT I m EXTEND 20' BEYOND 80TH j ALIGNMENT CURVE DATA H EDGES OF 42" RCP ARCH PIPE I CURVE # LENGTH RADIUS CHORD DIRECTION START STATION START POINT END STATION END POINTSTA p 8' WIDE CLASS II v 24'WIDE DROP0+19.2 )CURB 19 I NATURAL FINE TRAILI PROPOSED 2" RCP I C6 143.28 150.00 S62' 11' 26.43"E 2+44.64 N 110575.77 E 374828.35 3+87.92 N 110511.44 E 374950.3146 Z -- _STA 8+66.87 /\ \ \�~` - II 1 I INV. OUT 4958.33 C7 98.35 150.00 S70' 46' 14.78"E 8+56.88 N 110507.72 E 375429.26 9+55.23 N 110475.90 E 375520.4719 10' P.U.E. -17.50' RT ,/ �Ox �� STA 11+04.50, 17.4T LT I (� - 7�' /00 1 �\ PC TBC 4963.32' 1 CS 91.27 150.00 S72' 47' 14.82"E 11+05.53 N 110389.50E 375631.01 11+96.80 N 110362.90E 375716.8527 PC TBC 4961.45', . 5' WIDE. ��L},- G § C l.,i AII FUTURE SIDEWALK Wit-2 SIDEWALK fT' 's STA 8+39 02 17-50 RT CURB INLET TBC 496t.2T � A � STA. 11+43.6 (LT)24' WIDE ADA RAMP WITH STA 9+65.18, 17.50' RT �, �d � � DROP CURB TACTILE SURFACE FT- PT TBC 4962.27' / SJ` � TYP. ` ( ) W11-2 STA 13+67.11, 17.50' LT f �� PC TBC ±4964.44' DRAWN BY:JPS - W76-9P -1 STA. 10+19.2 (RT)' \ ��`�--I-1- STA 11+96.77 --- --- -- -- CH E C --_- CL 24' WIDE DRIVEWAY W11-v\,. \ix �'1_l`� I 17.50' LT _ -. "'R a APPROACH`' `Wt6-9P� \, 7 0p \- ,^PC TBC 4964.01 Wiz- ��-�-- - ( } _ MAT XT G TB REVIEWED BY:CGB mot. � � _ PROJECT ENGINEER:CGB SCALE DESIGNED BY: CGB C& �., V 1� 0 I5 30 60 12+00 13+00_ L11 +00 14+34-- EL - - - ,� SS - 1„_30' W STA 11+04.50, 17.50' RT �'" - 6ATCH EXTG DATUM PC TBC 4963.33'_. I T NAD83 CONCRETE w D M �� ._ VALLEY GUTTER I o - - 60 2 (RT) .iui o 2-4' WIDE DROP CURB -- --( I --- -- nays .w ^ STOP SIGN AND I 1Yw STREET NAME SIGNS rN , 5' WIDE. 1 N.I.C.EXT' TELEPHONE UTILTY PROPOSED 42 RCP 1' SIDEWALK . -- _ B tl W11-2 ARCH PIPE AND FETS - a ----- II 1 INV IN 4959.42 II P,n4 STA 11+96,80, 17.50' RT <8> �. +- so-- SD--qiJ III PT TBC 4964,01' d STA 13+67.89, 17.50' RT 1 I lli STA. 12+60 8' WIDE I COLOREDC CAND STAMPEDIJ SIDEWALK CROSSING TBC 1 rC - -I� MATCH EX PC BC t�4964REINFORED CONCRETE .85' NOTES: W GI 1. EXISTING UG INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO ARNOLD STREET PLAN THE BEST INFORMATION AVAILABLE TO ENGINEER. THE ENGINEER DOES NOT GUARANTEEy HORZ. SCALE: 1" = 30' THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, Ey TELEPHONE & TV) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON PLANS. 2. POTHOLE & VERIFY LOCATION & ELEVATION OF EXISTING UTILITIES PRIOR TO Fd CONSTRUCTION. IF CONFLICT IS FOUND, CONTACT DESIGN ENGINEER FAR ENOUGH IN 4980 4980 ADVANCE TO MODIFY DESIGN WITHOUT DELAYING SCHEDULE. �a O _ a N a STA.13+13.00 PV q 4970 a.� o FINISHED GRADE AT ROADWAY CE O 2' OF COVER 4970 EL 4964:90 + r e - +J EXTG GRADE AT ROADWAY OE 77% 0 719 N (� 7 --- 6 -- - STA 13+13.00 / a AA � \ a 4960 - - - _ TOP OF STORM SEWER 4960 g' - - - - - - .,_ - -,- EL 4962.76 ----- - --- STA 13+94.50- A N Ems+ -- ---- STA. 8+39.02, CURB INLET #1 MATCH S 19TH WIDENING SURFACE- .___ r tn TBC 4961.27 EL 4964.29 a -.-- "------ 15" INV OUT,4988.8 (S)4958.10 -- - - - ---- ---- & (SHOWN OFFSET FOR CLARITY) 29 LF 15' PVC ®$8891 0.46% 4 W 4950 950 STA. 8+39.02, CURB INLET #2 7 TBC 4961.27 - --- - - ----- --` q 15" INV IN 4964.89 (N)4957.96 __ w 15" INV OUT�88 (W)4957.98 - EXT'G GRADE AT ROADWAY (L ® U W S 0-4 ----..._. ------ .i R FINISHED GRADE AT ROADWAY - ®1 4940 - 4940 N N f7 N N R M N if1 O a r O O O Iq N O� O N O IO u7 O O d' O a0 O t0 h rn rn rn rn N rn N rn N r`l N M N d N N d' N d- - SHEET C2' rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn o3 8 00 9+00 10+00 11+00 12+00 13+00 14+00 14+35 NEXUS POINT ARNOLD STREET PROFILE ROADWAY HORZ. SCALE: 1" = 30' VERT. SCALE: 1" = 6' PROJECT: 18-127 ASBUIL ° < DATE: MARCH 2O20 Q � ,i I I N I 0 0 STA 0+13.31 l I FIRSTUBRTOP CROSSING 30.PLEX SEE SHUT C4.3 ! ( PUBLIC UTILITY DEASEMENT WA gEESE TIER (TYP) FLITURE r i! VICE STA 0+40.14 FUTURE STORM SEWER CROSSING PROPOSED 8" WATER MAIN __ �_p PROPOSED 8" WATER MAIN m EXT'G 60' WIDE ROADWAY & I ( ELEV= 4960.86 PUBLIC UTILITY - I S P SHUTS. SEES T C4.1 W E 31 EWER MAIN 3 a --------- H- ROPOS D 8" S -- -"- PUBLIC UTILITY ROW -I'-�- EASEMENT LINE- - -- - - I -.-. EASEMENT LINE ___ _ I SE Q I STA 0+46.62 _ t-�--- -'ELEV= --- -_- __ -_- - - - - - - - - 6 S.S. SERVICE LT - ------------------ --- - - 963.06 - -- ------- _ SHT C SCALE - I - an an Jn- do--- do en -- -- - --- --___ _- C E!, I EXT'G 8" L 41 LF, 5=2.0% MIN (TYP) -- an n an an -- do do n do d r .i i ----- do - ,�n _ 0 15 30 60 WATER MAIN _ _ DEEP SERVICE INSTALL �, 'm I I, EASEMENT LINE - EXT'G 8" - _ w -- --�---- PROPOSED 8 WATER MAIN ➢-3d ��-SEWER MAIN 8" SDR35 PVC -- - - - -- SEE SHT C40 --- _ -- -- -- -=-G ,v'm _ L=t93LF, S=0.40% t--!� � � I -- ' W. U - N8" SDR35 PVC L-t262LF S=0.40% O+OC 8 SDR35 PVC L=t262LF, S=0.40% '9 MAINTAIN 10' 1 w DATUM S 1- +00 60' WIDE ROADWAY & 2+00 +`-�3+00 4+00 5+00 S-�_S pl 6+00 6 16 o NAD83 L --5- S- PUBLIC UTILITY EASEMENT 51 S ---IS S -�-S - 5- 5 I -S S SEP ON _}� �- Ili _ N (� LANTERN LANE P.. 04.69 STA 6+15. STA 6+ STA 0+93.23 _ - _ _ _ - -� I _ INSTALL 48 SSMH#2 w STA 3+54.46 STA 4+27.66 WATER MAIN CROSSING INSTALL 48" SSMH#4 STA 0+00.00_ - STA 3+33.34 INSTALL 48" SSMH#3 6" S.S. SERVICE LT m CONNECT TO EXT'G SSMH#1 T I � �� ------- -- " "--- ----- -" 6" S.S. SERVICE RT L=38LF, 5=2.0% MIN (TYP) - - -- I I VERIFY INVERT PRIOR ( STA 0+63.02 L=38LF, S=2.0% MIN (TYP) DEEP SERVICE INSTALL I v� TO CONSTRUCTION. I 6" S.S. SERVICE RT DEEP SERVICE INSTALL STA 3+36.42 REMOVE EXT'G STUB. L=46LF, 5=2.0% MIN (TYP) WATER SERVICE CROSSING SEWER MAIN TOP 37LF OF 8" PVC o ELEV= 4957.72 z INSTALL 8" PVC 5.5. MAIN. DEEP SERVICE INSTALL STUB TOP SEWER MAIN TO BE I STUB TOP ELEV= 4958.08 ( STUBBED 5' PAST PROPERTY SAW CUT AND REMOVE EXT'G ASPHALT. ELEV= 4956.65 GRAFSTREETAPARTMENTS LINE. SAW CUT EXT'G CURB TO CREATE SMOOTH TRANSITION. I STA 0+42.67 (NOT INCONTRACT) NOT IN CONTRACT FUTURE EXTENSION BY OTHERS BACKFILL WITH NON-SHRINK I WATER SERVICE CROSSING I , LEAN CONCRETE. REPLACE PAVEMENT AND CURB TO MATCH EXT'G THICKNESS. TACK COAT AND SEAL ALL JOINTS I LANTERN LANE SEWER MAIN PLAN R \ HORZ. SCALE: 1" = 30' S - DRAWN BY:EWR REVIEWED BY:CGB DESIGNED BY: CGB ARNOLD STREET / l '{ I j I ►a-I NOTES: -_ -- - =1 -- - - '- 6 44 1. EXISTING UG INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO ENGINEER. THE ENGINEER DOES NOT GUARANTEE �I _ _ �� -➢THE ACCURACY OF SUCH INFORMATION. SERVICES LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE &N) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. 2. ENSURE ALL NEW CONNECTIONS ARE WATER TIGHT. II r SEWER SERVICES 3. EXISTING UTILITY DEPTHS ARE ASSUMED. CONTRACTOR TO VERIFY DEPTH OF UTILITY I sir 4 STATION SIZE LF L R PRIOR TO CONSTRUCTION. IF CONFLICT EXISTS CONTACT DESIGN ENGINEER FAR ENOUGH IN i 0+46.62 6" SERVICE 41 L ADVANCE TO RESOLVE CONFLICT WITHOUT CREATING DELAY IN CONSTRUCTION. L,yC= 0+33.34 6" SERVICE 46 R 4. BACKFILL & COMPACT TRENCH FROM REMOVAL OF SANITARY SEWER & WATER MAIN PER , 1 Fi 3+33.34 6" SERVICE 38 R CITY OF BOZEMAN STANDARDS WITH CLEAN NATIVE BACKFILL 4+27.66 6" SERVICE 38 L ➢ _„ ._ i CI FBI 5. ALL SEWER SERVICE ARE SDR26 UNLESS OTHERWISE NOTED. INSTALL ALL SERVICES AT I 2.0% MIN SLOPE. 6. MAINTAIN 6"VERTICAL SEPARATION BETWEEN SEWER MAINS AND UTILITY SERVICES. LANTERN LANE 7. MAINTAIN 18" VERTICAL SEPARATION BETWEEN SEWER MAIN AND EXISTING UTILITY MAINS AS SPECIFIED ON PLANS. EXCEPT FOR STORM SEWER MAINS. -- ell SITE OVERVIEW 4 Z STA 0+00.00 W RIM 4965.00 F4 STA 4967.4 STA 6+15.72 RIM 967.47 CONNECT TO EXT'G SSMH#1 6 ' REMOVE EXT'G STUB. STA 0+93.23 INSTALL 48" SSMH#3 RIM 4969.40 j INSTALL 8" PVC S.S. MAIN. RIM 4965.64 8" INV. IN 4966:6;� (E)4955.66 INSTALL 48" SSMH#4 -8" INV. IN -'___.__ (E)4953.75 -INSTALL 48" SSMH#2 8 -- +8" INV. OUT -4'4 (W)4955.46--- 8" INV. IN 4956.91 (N)4956.91 8" INV. OUT ±4953.66 (W) 8" INV. IN 4954.43(E) 4954.43 8" INV. IN5s-94 (S)4956.91 8" INV. OUT 4954..28 (W)4954.23 - - INV. OUT 4956" (W)4956.71 4970 STA 0+13.31 4970 STORM SEWER CROSSING-1 FINISHED GRADE INV. 4960.71 eq 0 STA 6+04.69 {„L( - _ STA 3+36.42 '--WATER MAIN CROSSING =Z „_WATER SERVICE CROSSING __---_ Y _._ _,_..__ INV. 4961.09 STA 0+42.67 PROPOSED 8" DI INV. 4958.80 - 4960 WATER SERVICE CROSSING WATER MAIN - - -- STA 0+40.14 INV. 4956.30 4960 1-y FIRE SERVICE CROSSING _ �-q A � cV - - - - 0-4 INV. 4956.28 -- - - --- - -- .._._ ..._ _....-8�� SDR35 PVC L=t262LF, 5=0.40% _...._.._. a r VERIFY INVERT - - _ - - -' - - 8" SDR35 PVC L=±250LF, S=0.40% W PRIOR TO CON!STRUCTION_ - ._-. STA 3+33.34 - STA 4+27.66 __" - "--- - STA 0+63.02 6" S.S. SERVICE RT STA 0+46.62 6" S.S. SERVICE LT FINISHED GROUND ELEVATION 6" S.S. SERVICE RT --- INV. 4955.39 - - 6" S.S. SERVICE LT INV. 4954.11 INV. 4956.2T SEWER MAIN INVERT ELEVATION 4950 INV. 4954.04 9.49% TOP OF PIPE ® U 8" SDR35 PVC L=f93LF, S=9-4&SE 4950 O N m N 0 m M OD Y1 0� O 00 N s a oN �O D u) O Lo D In D N O N D Y Na. A a 'a 00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 SHEET C3.0 LANTERN LANE SEWER MAIN PROFILE NEXUS POINT HORZ. SCALE: 1" = 30' SEWERMAIN VERT. SCALE: 1" = 6' ��BUILT PROJECT: 18-927 DATE: MARCH 2O20 I a I FUTURE � o 30-PLEX 60 WIDE ROADWAY f I I GREEN STEEL POST & UTILITY EASEMENT AT END OF SERVICE m PUBLIC UTILITY z EASEMENT �_ PROPERTY LINE 3 a PROPOSED 8" SEWER MAIN EASEMENT LINE �' - a�� STREET SURFACE LINEEASEMENT 0 � .SEE SHT C3.0 a� 4' W ��///��I I RESTORE GROUND Z PROPOSED 8" WATER MAIN `�� an - TO ORIGINAL GROUND SURFACE SEE SHT C4.0 .// CONDITION SCALE FUTURE EXTENSION 1 I I /�i / FRAME AND COVER TO BE EITHER D&L A-1172 RING WITH A-1172 COVER 0 13 30 60 BY OTHERS I / COMPACTED &4CKFILL 2 5 EJW 3771/3772 SERIES, OR APPROVED EQUAL COVERS SHALL HAVE v7 I TWO i" PICK HOLES. z (N.I,C.) I - --- -�� F---- (SEE SPECS.) `.� o _PROPOSED 8" WATER MAIN / (TYP) 8 l"= 10' BY OTHERS SEE SHT C4.1 � DATUM I � 60' WIDE ROADWAY & 7„ � (TYPICAL EXCEPT IN SPECIAL NAD83 PROPOSED 8" WATER MAIN MAINTAIN 10 MIN UTILITY EASEMENT /'JJ NOTE: 1+ /' - CIRCUMSTANCES WHERE CITY HAS ADJUSTABLE RINGS ALL JOINTS BETWEEN MANHOLE SECTIONS, MANHOLE RING & HT C4.1 ,. SEPARATION - �� /a SEE SVV I W � APPROVED ALTERNATE LOCATIONS) 2" X 2" 2" MIN., 12" MAX. TOP SECTION, AND AROUND SEWER PIPE INTO MANHOLE SHALL BE m -- \Aj. _ ' � � - WOOD WATERTIGHT, JOINTING MATERIAL SHALL BE "RAM-NEK" OR EQUAL I 0+00 521S'I'AVENUE �1+00 1+15 SERVICE LINE. ;LOPE 1/4" MARKER ` FOR ALL JOINTS EXCEPT BETWEEN SEWER PIPE AND MANHOLE WALL. S S S H--S SI �' i��- 45' ELBOW � � FOOT MIN., 1/2 PEAR FOOT ' a 37LF OF 8" PVC SEWER MAIN 8" SDR35 PVC �-� �� . r--�J--- 2-0 0 TO BE STUBBED 5' PAST L-t116LF 5=0.40% ��'"�� .�' 4'-0' 5" PRECAST REINFORCED CONCRETE MANHOLE RISER z PROPERTY LINE. °r o - STA 1+15.15 SANITARY SEWER MAIN AND ECCENTRIC CONE TOP MANUFACTURED IN ..--. I STA 1+09.87 INSTALL 48" SSMH#5 --� MANHOLE ACCORDANCE WITH ASTM DESIGNATION C-478. -- --- 4" S.S. SERVICE RT- �� i STEPS AT GROUT INVERT TO SPRINGLINE IN STA 0+00.00 L= 4OLF, S=2.0% MIN (TYP) _ NEW INS INSTALLATIONS. ADDLE E WYE FITTING FORPLUG 16" CENTERS-• OF PIPE IF GAP BETWEEN INSTALL 48" SSMH#4 - - r INV. 4961.50 - FITTINGS ALLOWED FOR 4'_0° PIPE AND GREATER THANNI/85 �1 SERVICE INVERT NO EXISTING INSTALLATIONS CHDE�. I' NLY UPON APPROVAL OF -(MIN..) euoes LOWER THAN SPRING PRE-CAST CHANNEL PEFLOWLINE y� I--® LINE OF SEWER MAIN CITY OF BOZEMAN SEWER VAR I BLE - 2068 FOR WYE FITTINGS. DEPARTMENT. 12"MAX.(TYPICAL - r ,'T ,� N ARNOLD ri_'�DETAIL FOR POURED OF PIPE n IN-PLACE BASES) I} STREET l csi SANITARY SEWER SERVICE LINE FLEXIBLE GASKETED JOINT (TYPICAL TOP OF PIPE MAY NOT C.O.S.SAD.DWG.NO 02730-2 A FOR PRECAST BASES - SEE DETAIL) EXTEND PAST INSIDE DRAWN BY: EWR WALL OF MANHOLE. IF NECESSARY TOP HALF OF REVIEWED BY:CGB S.21s¢AVE.SEWER MAIN PLAN PIPE MAY BE TRIMMED PROJECT ENGINEER:CGB HORZ. SCALE: 1" = 30' SHELF-SLOPE 1" PER L A PRECAST OR POURED-IN-PLACE BASE. OFF SMOOTH. (8" FOOT TOWARD CHANNEL. POURED-IN-PLACE BASE, MINIMUM DIAMETER ONLY) DESIGNED BY: CGB SEE CHANNEL DETAIL CONCRETE THICKNESS BELOW PIPE IS NOTES: #4 BARS - 1'-O" O.C. 5'-4" DIA. 8 INCHES. PRECAST BASE, MINIMUM (MIN) THICKNESS IS 6 INCHES, ALL BASES 1. EXISTING UG INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO REINFORCED AS SHOWN. THE BEST INFORMATION AVAILABLE TO ENGINEER. THE ENGINEER DOES NOT GUARANTEE SLOPE AT 1" PER FOOT. RADIUS OF THE ACCURACY OF SUCH INFORMATION. SERVICES LINES (WATER, POWER, GAS, STORM, CHANNEL TO PULL MANHOLE SEWER, TELEPHONE &T/) MAY NOT BE STRAIGHT LINES OR AS.INDICATED ON THE PLANS. GREEN STEEL POST AT 1.4 END OF SERVICE PIPE DEPTH NOTE: 2. ENSURE ALL NEW CONNECTIONS ARE WATER TIGHT. PROPERTY LINE STORM DRAIN MANHOLES SHALL NOT OR EASEMENT LINE HAVE FORMED CHANNELS AND THE DIA. OF LOWEST PIPE INVERT SHALL BE 9" {yy 3. EXISTING UTILITY DEPTHS ARE ASSUMED. CONTRACTOR TO VERIFY DEPTH OF UTILITY SEWER PIPE PRIOR TO CONSTRUCTION. IF CONFLICT EXISTS CONTACT DESIGN ENGINEER FAR ENOUGH IN 5.5' BOULEVARD ; HIGHER THAN BOTTOM OF MANHOLE. py ADVANCE TO RESOLVE CONFLICT WITHOUT CREATING DELAY IN CONSTRUCTION. (TYP.) 4' FOR FLAT TOP MANHOLE SEE C.O.B. vV 4. BACKFILL& COMPACT TRENCH FROM REMOVAL OF SANITARY SEWER & WATER MAIN PER STREET SURFACE GROUND SURFACE SECTION A-A STD. DWG. NO 02720-4 5' SIDEWALK F CITY OF BOZEMAN STANDARDS WITH CLEAN NATIVE BACKFILL. (TYP.) 2 DETAIL 5. ALL SEWER SERVICE ARE SDR26 UNLESS OTHERWISE NOTED. INSTALL ALL SERVICES AT ca' SANITARY SEWER MAN HOLE i~ 2.0% MIN SLOPE. 1' (TYP.)� COMPACTED BACKFILL 2.5 C.O.B.STD.DWG.NO 02720-3 M� Q+ (SEE SPECS.) O H��jj�-•+•+•+ 6. MAINTAIN 6" VERTICAL SEPARATION BETWEEN SEWER MAINS AND UTILITY SERVICES. 1�1 tom- 11.5' 7. MAINTAIN 18" VERTICAL SEPARATION BETWEEN SEWER MAIN AND EXISTING UTILITY MAINS (TYR.) I 8' (TYPICAL EXCEPT IN AS SPECIFIED ON PLANS. EXCEPT FOR STORM SEWER MAINS. SPECIAL CIRCUMSTANCES WHERE CITY HAS APPROVED ALTERNATE - O LOCATIONS) SEWER SERVICES 2" X 2" STATION SIZE LF L R WOOD 1+09.87 4" SERVICE 40 R MARKER SERVICE LINE. SLOPE _ 1/4" PER FOOT MIN., 1/2" 'A PER FOOT MAX. PLUG STA 0+00.00� SANITARY 45' ELBOW GO RIM 4969.40 B"INSTALL NV IN IN 48r�o-Tr(N)4956.91SM956.91 )4956.91 SEWER MAIN 9 : �,.a I�P7ava_ - S --- 5 -- 5 --- 5 � I 8" INV. OUT 495634(W)4956.71 STA 1+15.15 .� ---�. RIM 4967.40 IN LINE WYE FITTING FOR NEW INSTALLATIONS. \ -- ---S -- L5 ADDLE FITTINGS ALLOWED FOR EXISTING INSTALL 46" SSMH#5 INSTALLATIONS ONLY UPON APPROVAL OF CITY OF _ EXT'G GROUND 8" INV. OUT 'C_' (S) BOZEMAN SEWER DEPARTMENT. FINISHED GRADE 4957. 4970 4970 38 O� � SERVICE INVERT NO LOWER THAN SPRING LINE •uj OF SEWER MAIN FOR WYE FITTINGS. cL) 0 3 DETAIL -� 11 Al v¢_ PROPOSED 8" DI C3A DEEP SANITARY SEWER SERVICE LINE I y r.f i I WATER MAIN C.O.B. STD DWG 02730-3 4960 ~¢ - - - - 4960 ___ ------- ----_-.. I =9- . 8" SDR35 PVC L=t116LF, S49% C 0.41% 0 I 1�i�� h+l a ��•7+ STA 1+09.87 .. �... -xr, l 31 TOP OF PIPE 4" S.S. SERVICE RT SEWER MAIN+NMEffT-ELEVATION INV. 4957.35 FINISHED GROUND ELEVATION 4950 4950 LO N LANTERN LANE I = ! + D+oo 1+00 - �� s S - SHEET C3.1 NEXUS POINT S.21sI AVE.SEWER MAIN PROFILE SITE OVERVIEW SEWER MAIN HORZ. SCALE: 1" = 30' PROJECT: 18-127 �° VERT. SCALE: 1" = 6' AS BULL DATE: MARCH 2O20 q W N N Q Ilj O � r N q O AS BUILT NOTES: m 1. SEWER ALIGNMENT WAS ADJUSTED TO AVOID FIBER OPTIC LINE. SSMH#7 WAS z v RELOCATED 7.5' TO THE EAST. SSMH#8 WAS RELOCATED 7.5' TO THE EAST. SSMH#9 WAS a a RELOCATED 6.5 TO THE EAST TO MAINTAIN ALIGNMENT. WIDE RROOA _ 1I 1�I I Ir�I IiVI /EASEMENT LINE a PROPOSED 8" SEWER MAIN I z I ' SEE SHT C3-4 PROPERTY LINE o /" �DWAY&W "k � � E ST FORK OF SCALE UTILITY EASEMENT �i'II * EAST CATRON CREEK% 00 emw �i 0 15 30 60 z 30 S.S. MAIN p i UTILITY EASEMENT w b PUBLIC UTILITY WETLAND PROPOSED 8" SEWER MAIN 26LF OF 8" PVC SEWER MAIN 1"®30' z O m EASEMENT SETBACK STUBBED AT PROPERTY c - I- - - SEE SHT. C3.3 --- __ _ _ _ _ _ _ _ LINE.E DATUM a�_ d PUBLIC ACCESS_ - - - ' L m 26LF OF 8" PVC SEWER MAIN - -- - - EASEMENT STA 0+56.55 NAD83 H I TO BE STUBBED AT PROPERTY Rpyy - - - - - - _ - -ICJ INSTALL 48" SSMH#7 ' "` - - w _- - - - I wm -1-- fn LINE. PROPOSED STA 1+70.45 N PROPOSED EDGE _---- - - -- ----- CURB & GUTTER -' INSTALL 48" SSMH 8 OF PAVEMENT # Z �N 5+24 5+00 4+00 3+00 $ S 2+FOS S S 1---00 F--S S I-S S S -F-S S ---�-S S I-S _ 8" SDR35 PVC L=t354, S=1.14% PROPOSED CURB & GUTTER 8" SDR35 PVC L=f114, S=0.40% - 8" SDR35 PVC .A, CHRIS L�64 S=t0,40% -- E I STA 5+248" -S.19TH AVENUE -� - x r INSTALL 48" SSMH#9-- 56.5'�_ EXTG EDGE EXTG 18" SEWER MAIN OF PAVEMENT -- ... - o - o ..,...�._ ...,........_. _.... DRAWN BY: EWR s - ems S S S _ s s + q� P _ _ BACKFILLANTH NON-SHRINKS LEAN GCONCRETE. T \ ,f S S - _ 0 1 _ T -- - -- - - -- - REPLACE PAVEMENT TO MATCH EXTG THICKNESS. .c> I ., ,-.. REVIEWED BY:CGB --'� b"��--w--_ ,e -- 'w- --✓ - TACK COAT AND SEAL ALL JOINTS. W 'ikt ��' \ -8-� "�.. �"• PROJECT ENGINEER:CGB ti TEL -i -w W _.. _.-G,- W 'r T�i 'a - STA 0+00.00 ` \.\ ti'� ?� � ' �-. <� .. � " '�.. � w DESIGNED BY: CGB "3 S S I \ '1 EXTG 60' SSMH#6 S.19th AVE.SEWER MAIN PLAN NOTES: HORZ. SCALE: 1" = 30' ARNOLD STREET 1. EXISTING UG INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO --_ _-� \ �i N H THE BEST INFORMATION AVAILABLE TO ENGINEER. THE ENGINEER DOES NOT GUARANTEE 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. N II 2. ENSURE ALL NEW CONNECTIONS ARE WATER TIGHT. "'� ICI ,I 7 M " S -- S- 3. EXISTING UTILITY DEPTHS ARE ASSUMED. CONTRACTOR TO VERIFY DEPTH OF UTILITY PRIOR TO CONSTRUCTION. IF CONFLICT EXISTS CONTACT DESIGN ENGINEER FAR ENOUGH IN I� _ ,�,. (J�'' ADVANCE TO RESOLVE CONFLICT WITHOUT CREATING DELAY IN CONSTRUCTION. 4. BACKFILL & COMPACT TRENCH FROM REMOVAL OF SANITARY SEWER & WATER MAIN PER 1 - i CITY OF BOZEMAN STANDARDS WITH CLEAN NATIVE BACKFILL 5. ALL SEWER SERVICE ARE SDR26 UNLESS OTHERWISE NOTED. INSTALL ALL SERVICES AT �, I 2.0% MIN SLOPE. 6. MAINTAIN 6" VERTICAL SEPARATION BETWEEN SEWER MAINS AND UTILITY SERVICES. 7. MAINTAIN 18"VERTICAL SEPARATION BETWEEN SEWER MAIN AND EXISTING UTILITY MAINS I AS SPECIFIED ON PLANS. EXCEPT FOR STORM SEWER MAINS. LANTERN LANE - -- -- - - - - -�'- , s - � -- c � UQ srA 5�2 5+24.46 SITE OVERVIEW 4970 RIM 4963.86 4970 INSTALL 48" SSMH#9 6" INV. IN *958.5=(W)4950.60 - - ------ 8" INV. OUT "^"^-�o.3Q(N)4950.40 RIM 4954.88 STA 0+00.00 ^I - -"- _ STA 1+70.45 -- C!] RIM 495r&7- 4956.87 ------ - -. .- __ CONNECT TO EXTG 60" SSMH#6 �- EXTG GROUND INSTALL 48" SSMH#8 8" INV. IN. "�9-(W)4945.21 --� FINISHED GROUND- 8" INV. IN 4946.IB (S)4946.33 - STA 0+56.55 18" INV IN. 4944.64 (S) 8" INV. IN 4946.40 (W)4946.33 RIM 495h.68 18" INV OUT. 4944.44 (N) 4960 8" INV. OUT-494639 (N)4946.13 INSTALL 48" SSMH#7 4960 M 8" INV IN. 4946.75 (S)4945.67 0 -8" INV. OUT 4945.55 (E)4945.47 Fo -- -- ----- w Z M w V) W � 00 U 8" SDR35 PVC L=t354, S= 4950 [�] 4950 ¢ - 1.14% _ --_8" SDR35 PVC L=t114, 5=0.40%- 8" SDR35 P=66% N 56.5' 0.46% -- - - -- STA 0+00.00-- - W c ---- --- -- -- CONNECT TO EXTG SSMH#6 CORE---- DRILL CONCRETE MANHOLE AND BENCH. 4940 INSTALL WATER TIGHT SEAL FIELD VERIFY INV. 4940 ELEVATION PRIOR TO CONSTRUCTION IF ® Ow DISCREPENCY IS FOUND CONTACT ENGINEER- W FINISHED GROUND ELEVATION y PRIOR TO CONSTRUCTION. CJ1 SEWER MAIN INVERT ELEVATION- L~ 4935 10 TOP OF PIPE 4935 fq En r'l O W N O� N O �O i� r N 1p 00 W GO Olt Olt Olt -t 5+00 4+00 3+00 2+00 1+00 0+00 SHEET C3e2 NEXUS POINT S.19th AVE.SEWER MAIN PROFILE SEWER MAIN HORZ. SCALE: 1" = 30' PROJECT: 18-127 VERT. SCALE: 1" = 6' AS B TII � �J DATE: MARCH 2020 0 w N N ,� � WATER SERVICE ICE (TYP WE ANDS a PROPOSED 8" WATER MAIN ) I I o 0 SEE SHT C4.2 - � � SETBACK T z PUBLIC UTILITY NOLO l 1I�I� I, TY WETLAND SETBACK PROPERTY 8" SEWER MAIN EASEMENT vv II SEE SHT C32 > 60' WIDE ROADWAY & I i UTILITY EASEMENT t EASEMENT LINE � h JI I I STA 3+83.28 1 _ �� - �. _ 0 IS SCALE OEE 60 EASEMENT \ �' EAST FORK OF EAST �� '. �'i ITT INSTALL 48" SSMH#}1 a CATRON CREEK ROW' SEWXT'ER MAIN LINE �� STA 3+19.9I j ( SEWER MAIN�� z P'-30' WATER SERVICE CROSSING I i i PUBLIC UTILITY N NAD83 x 17.15 - S SERVICE CROSSING ( �� PROPOSED CURB ) o DATUM EASEMENT � c 63 STA 3+ FIRE 6• �'� �--- -�_�. /� - & GUTTER i z0 w STA 1+96.20 I STUB TOP �i m S ,FIRE SERVICE CROSSING ELEV- 4953.19 N q 'S STA 1+98.70- �- � INV. 4959.88 ... S�GO WATER SERVICE CROSSING-I - ---- ----�- 9 q S B .ram__.JI 44S V0 �' id i . SERVICE LT E .t -emu_ i DEEPSS, S=2. INSTALLIN ( ) to STA 3+78.62 6" S.S. SERVICE LT L-40LF, 5-2.07 MIN TYP 7717�_ L=134LF, S-2.0% MIN (TYP) , =�I DEEP SERVICE INSTALL �' S ` - '. _ ` '' _ __ - T T�- - 2+00 1+00 - 0+00 CN is S * ' 0. \ -No. 5825 PE 30' WATER MAIN - � a '\`y ,� (/ \ � z, cry ,, 8° SDR35 PVC L t254, 5=0.45% I N\ NUTILITY EASEMENT- yu r ll-, r 1�, \. \ \! SEE SHT. C4.4 -u STA 2+54.42 �; �- STA 0+00.00 ^\ - - � INV. .B �` INSTALL 48'" SSMH#10 INSTALL 48" SSMH#9 ` STA 3+03.52 �T " „ _ - --- - -- -- -- ,r 4 /, i; 7 STA 1+57.80 } .,� I DRAWN BY: EWR PROPOSED 8" WATER MAIN- - - 6" S.S. SERVICE LT I 6 S.S. SERVICE RT w I 4- �i SEE SHT C4.4 L=SOLE, 5=2.0% MIN TYP h 9 REVIEWED BY:CGB DEEP SERVICE INSTALL', L=SOLE, 5=2.0 MIN (TYP) STUB TOP �.�`l DEEP SERVICE INSTALL I ELEV- 4953.18 j i .' - PROJECT ENGINEER:CGB I i i I II o- _tiR �� - 0 �� ,0 DESIGNED BY: CGB ARNOLD STREET SEWER MAIN PLAN A, ✓ �� 'S• .� ° S S HORZ. SCALE: 1" = 30' - f NOTES: "ARNOLIDSTREETfl }}}}\ 1. EXISTING UG INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO - .�� f � ��.. � ��,�.:� old (� THE BEST INFORMATION AVAILABLE TO ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICES LINES (WATER, POWER, GAS, STORM, -� - -- r- - -il N SEWER, TELEPHONE & TV) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. I � l 2. ENSURE ALL NEW CONNECTIONS ARE WATER TIGHT. �i y ° Jr - I�I PH 3. EXISTING UTILITY DEPTHS ARE ASSUMED. CONTRACTOR TO VERIFY DEPTH OF UTILITY - 1 kt �Y II) C '`/� -'��" �- S�--- S --- 4 z (� PRIOR TO CONSTRUCTION. IF CONFLICT EXISTS CONTACT DESIGN ENGINEER FAR ENOUGH IN ADVANCE TO RESOLVE CONFLICT WITHOUT CREATING DELAY IN CONSTRUCTION. 4. BACKFILL & COMPACT TRENCH FROM REMOVAL OF SANITARY SEWER & WATER MAIN PER SEWER SERVICES F+b CITY OF BOZEMAN STANDARDS WITH CLEAN NATIVE BACKFILL. STATION SIZE LF L R 1+56.30 6" SERVICE 40 L 5. ALL SEWER SERVICE ARE SDR26 UNLESS OTHERWISE NOTED. INSTALL ALL SERVICES AT 1+57.80 6" SERVICE 51 R - 2.0% MIN SLOPE. 3+03.52 6" SERVICE 50 L y Q 3+78.62 6 SERVICE 134 L ' }} P + W Qa 6. MAINTAIN 6" VERTICAL SEPARATION BETWEEN SEWER MAINS AND UTILITY SERVICES. 7. MAINTAIN 18" VERTICAL SEPARATION BETWEEN SEWER MAIN AND EXISTING UTILITY MAINS f AS SPECIFIED ON PLANS. EXCEPT FOR STORM SEWER MAINS. - if LANTERN LA I . v a A a SITE OVERVIEW Q Z 4970 STA 3+83,28 STA 2+54.42 4970 RIM 4962.62 - RIM 4963.19 --_ -_. -STA 0+00.00 INSTALL 48" SSMH#11 INSTALL 48" SSMH#10 FINISHED GRADE RIM 4963.88 INV. OUT (E) 8" INV. IN 4951.09-(NW)4951.89 --_- TRIM 48" SSMH#9 4952.51 8" INV. OUT "^�T(E)4951.69 EXT'G GROUND 8" INV. IN '"�8(W)4950.60 P� M -- - ---- '- --- -8" INV. OUT 1968.8(N) N STA 3+17.15 - - STA 1+98.70 4950.40 Fil ,FIRE SERVICE CROSSING WATER SERVICE CROSSING 0' - W INV. 4956.00 � 'i .�. 4960 INV. 4954.80 STA 1+96.20 42"ARCH EQUIV. RCP o r, 4960 STA 3+19.95 FIRE SERVICE CROSSING CULVERT WITH FETS & + A per, WATER SERVICE CROSSING- - --'---- - INV. 4956.03 ---'---- RIP RAP. � t'+ N INV. 4954.74 _ - - INV. IN 4959.42 W Za STA 1+56.30 - cn!2 " PROPOSED 8" 6' S.S. SERVICE LT___ ___ _¢ Z � DI WATER MAIN - INV. 4951.27 U I- W o r 8" SDR35 PVC � a 4950 L=f129, S=6i5q;- 8"SDR35 PVC L=t254 5=4445* 4950 Z 0.48% STA 3+03.52 STA 1+57.80 TOP OF PIPE 0.43% I�l STA 3+78.62 6" S.S. SERVICE LT 6" S.S. SERVICE RT--- --SEWER MAIN '"�ELEVATION --- o U 6" S.S. SERVICE LT INV. 4952.10 INV. 4951.26 INV. 4952.53-- _.___ - FINISHED GROUND ELEVATION_ ._ ICI [y 4945 4945 �1 k��d11 m uNi � vNi mvNi � uNi min min <o � � "�a rn m rn rn rn rn rn rn rn rn rn m rn rn rn 3+00 2+00 1+00 0+00 SHEET C3"3 ARNOLD STREET SEWER MAIN PROFILE NEXUS POINT HORZ. SCALE: 1" = 30' SEWER MAIN VERT. SCALE: 1" = 6' """' PROJECT: 18-127 ASBUI:Lj DATE: MARCH 2O20 O w N N N O 0 N O O m GRACE BIBLE CHURCH WETLAND CROSSING NOTES: 1. CONTRACTOR IS TO HAVE THE APPROVED LIMITS OF DISTURBANCE AT THE IMPACT AREAS STAKED PER THE °- i� I APPROVED WETLAND PERMITS TO ENSURE CONSTRUCTION IS CONTAINED WITHIN THE LIMITS OF DISTURBANCE. o SCALE 2. CONTRACTOR U 0 15 30 60 I WATERCOURSE T S O REVENT TO USEDIMENT FROM RE THAT Y ENTERING. BMPS ARE PLACED AROUND THE WETLANDS AND EXT'G 18" SEWER MAIN 3 w - rn I 3. CONTRACTOR IS TO INSTALL ORANGE CONSTRUCTION FENCING AROUND THE PERIMETER OF THE WETLANDS AND 1"=30' PROPOSED 8" SEWER MA WATERCOURSE TO PREVENT ANY EQUIPMENT FROM ENTERING WHERE NO DISTURBANCE IS ALLOWED BUT IN EQUIPMENT AND MACHINERY COULD BE. v� DATUM SEE SHT C3.3 I z NAD83 4. CONSTRUCTION ACTIVITY IN OR NEAR THE WATERCOURSE ARE TO BE LIMITED TO THE MINIMUM AREA g N NECESSARY, AND CONDUCTED SO AS TO MINIMIZE INCREASES IN SUSPENDED SOLIDS AND TURBIDITY THAT COULD w v� DEGRADE WATER QUALITY AND ADVERSELY AFFECT AQUATIC LIFE OUTSIDE THE IMMEDIATE ARE OF OPERATION. ee °-J � t o PROPERTY LINE CONTRACTOR TO COMPLY 5. THE USE OF MACHINERY IN THE WATERCOURSE SHALL BE PROHIBITED. vwi m WITH WETLAND CROSSING I I ey TES!_ -rec `_- _GUIDELINES._— — 6. ALL DISTURBED STREAM BANKS AND ADJACENT AREAS CREATED BY THE CONSTRUCTION ACTIVITY SHALL BE a — — — L — — —_ PROTECTED WITH EROSION CONTROL MEASURES DURING CONSTRUCTION. THESE AREAS SHALL SI RECLAIMED WITH � ,� APPROPRIATE EROSION CONTROL MEASURES AND RE-VEGETATED TO PROVIDE LONG-TERM EROSION CONTROL. SEE NOTES i� EASEMENT LINE to In 4- W + 7. ANY EXCESS MATERIAL GENERATED FROM THIS PROJECT MUST BE DISPOSED OF ABOVE THE ORDINARY HIGH F77 0+00 WATER MARK, IN AN AREA NOT CLASSIFIED AS A WETLAND, AND IN A POSITION NOT TO CAUSE POLLUTION OF a _, '--� UTILITY EASEMENT 8B" SDR35 PVC L=±80, S=+0.404 % 'I STATE WATERS. s �s I s S S —jl S 1, S S I S xi � I 8. CLEARING OF VEGETATION WILL BE LIMITED TO THAT WHICH IS ABSOLUTELY NECESSARY FOR CONSTRUCTION OF U EXT'G UNDERGROUND— \ THE PROJECT. F POWER LINE. VERITY — wRis G. EEMO WATER WELL \` �\ DEPTH PRIOR TO SEWER REMOVE AND \\\\ \ I I w i� �i 9. A MPDES PERMIT MUST BE ACQUIRED FOR ANY POINT SOURCE WATER SURFACE DISCHARGE. o i \ MAIN CROSSING. DISPOSE OFF SITE N. oers re INSTALL 48" SSMH#8 Iil 10. OPEN CUT CREEK CROSSINGS WILL NOT BE ALLOWED IN FLOWING WATER. STREAM WATER MUST BE DIVERTED rA AROUND THE OPEN CUT AREA VIA PUMP, FLUME, ETC. N EAST FORK OF EAST 11. UNDER SUPERVISION OF A WETLAND SPECIALIST, REMOVE AND SALVAGE EXISTING VEGETATION COVER (SOD) CATRON CREEK \\ rt to WHEN DIGGING TRENCH FOR SEWER CROSSING. SALVAGE SOD MATS BY REMOVING 8 TO 10 INCHES OF TOPSOIL > ! AND INTACT VEGETATION COVER IN LARGE RECTANGLES. STORE SALVAGED SOD MATS IN UPLAND AREA UNTIL DRAWN BY: EWR INSTALLATION OF SEWER LINE HAS BEEN COMPLETED. PLACE SALVAGED SOD MAT ON SOIL SURFACE ONCE COVER OVER SEWER LINE HAS BEEN PLACED. ENSURE THAT SOD RECTANGLES ARE CONTIGUOUS AND PRESSED INTO REVIEWED BY:CGB tL=+J WETLAND \ I j PLACE TO ENSURE OPTIMUM SOIL/SOD CONTACT. CONSULT WITH ONSITE WETLAND SPECIALIST WITH ANY PROJECT ENGINEER:CGB SETBACK m I II QUESTIONS. ( i DESIGNED BY: CGB 12. CONTRACTOR IS TO MOVE AS SWIFTLY AS POSSIBLE THROUGH THE AREA OF TEMPORARY IMPACT. SEWER MAIN PLAN HORZ. SCALE: 1" = 30' NOTES: W H 1. EXISTING UG INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO 44 THE BEST INFORMATION AVAILABLE TO ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICES LINES (WATER, POWER, GAS, STORM, " QS 1 — I SEWER, TELEPHONE & TV) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. 2. ENSURE ALL NEW CONNECTIONS ARE WATER TIGHT. O jd r�jam. 3. EXISTING UTILITY DEPTHS ARE ASSUMED. CONTRACTOR TO VERIFY DEPTH OF UTILITY '9 '\ S ES S —S PRIOR TO CONSTRUCTION. IF CONFLICT EXISTS CONTACT DESIGN ENGINEER FAR ENOUGH IN o ADVANCE TO RESOLVE CONFLICT WITHOUT CREATING DELAY IN CONSTRUCTION. S S S 1 a 4. BACKFILL & COMPACT TRENCH FROM REMOVAL OF SANITARY SEWER & WATER MAIN PER �__ CITY OF BOZEMAN STANDARDS WITH CLEAN NATIVE BACKFILL ( \ .w' i-" I -' `�` \ �� it (I ��,�' C) 5. ALL SEWER SERVICE ARE SDR26 UNLESS OTHERWISE NOTED. INSTALL ALL SERVICES AT 1 �� ( N o 2.0% MIN SLOPE. (I ; :-_ - � � N1 II 6. MAINTAIN 6" VERTICAL SEPARATION BETWEEN SEWER MAINS AND UTILITY SERVICES. -# - —ARNOLD STREET 7. MAINTAIN 18" VERTICAL SEPARATION BETWEEN SEWER MAIN AND EXISTING UTILITY MAINS AS SPECIFIED ON PLANS. EXCEPT FOR STORM SEWER MAINS. STA 0+00:00 1 � �iiI - RIM 49 4956.87 p �t9 I I �, INSTALL 48" SSMH#8� fi -9. it INSTALL 8" INV. IN 4916.49 (W)4946.33 i r' ... ( r,a. �=�q,:n 8" INV. IN 4946.40 (S)4946.33 1 �, �I } «i 8' INV. OUT 4946,20-(N)4946.13 PROPOSED SIDEWALK 4:1 SLOPE 4960 4960 � EXT'G GROUND C � M LANTERN LANE S 4950 N 4950 a C Z; 8" SDR35 PVC L=t480LF, 5=0.40% SITE OVERVIEW zz F EXT'G GROUND ELEVATION o SEWER MAIN lROER'T ELEVATION ® iiid444 4940 TOP OF PIPE P 4940 U 0 00 t0 OD to IO M1 i[] I� a'c�R O P rn m s m rn rn rn rn rn m rn rn rn m i�l O0 00 3400 2+00 1+00 0+00 SEWER MAIN PROFILE SH1g1EE HORZ. SCALE: 1" = 30' C3.ydT VERT. SCALE: 1" = 6' NEXUS POINT SEWER MAIN PROJECT: 18-127 DATE: MARCH 2O20 0 W N N `E` ._-r-rEL.. ....-1[� ---- rt�. - --- TEL _ --_:..1 R NOTES: 0 0 .. 8'X4' HIGH DENSITY, a -- - --......f - --f - ---- - -_-- ..-- ----- - - ----- ---- 2' THICK RIGID INSULATION - 1. EXISTING UG INSTALLATIONS & PRIVATE FOAM BOARD. SHOWN INDICATED ACCORDING y_-_ - - UTILITIES OWN ARE CATEDTO _ _ _�_ __ .�Ei_ -__ +�--_ _$E� _iE� E� TE INSTALL 4TA 4+80.00 INSTALL OVER 8" S.S. MAIN - - -- _- THE BEST INFORMATION AVAILABLE TO ENGINEER. m _... _ TEL 8 SS # 2 8 f480LF PVC THE 8'X4' HIGH DENSITY, - -- _- -- --- - -'�- --- r: -- - - --- - 4+00 = =0 _ ENGINEEROF SUOCH INFORMATION. SERVICES ¢ w a " MH i ACCURACY 2" THICK RIGID INSULATION �� - _... S S S S 40 S LINES WATER, POWER, GAS, STORM, SEWER, o SCALE FOAM BOARD. --- ---- --_ -- -- _- ---- - ----'- _ -" - ---- - ---- "_T-_ - 8" SDR35 PVC } TELEPHONE & TV) MAY NOT BE STRAIGHT LINES 0 15 30 60 INSTALL OVER 6' S.S. SERVICE L=t59LF, S=0.40% ,� L % OR AS INDICATED ON THE PLANS. &8° S.S. MAIN. 16 pp ^\ �',+N �\ \�- - - - -EXT'G WETLANDS { �y %� I ! - -{I- _ / CONTRACTOR TO COMPLY 2. ENSURE ALL NEW CONNECTIONS ARE WATER 1"= j �'-(1 , 15 g'^ 6TAS S+3 SERVICE LT GUIDELI3.16 WITH NES. CROSSING M DATUM I TIGHT. I!�fir_- Ir STA 8+03.42 _LLDEEP SE S 2 0% MIN (TYP) SEE ADDITIONAL NOTES. Q,' 3. EXISTING UTILITY DEPTHS ARE ASSUMED. �. LDEEP SERVICE INSTALL 3. - - JJJ---... rl- - _ 8' SDR35 PVC CONTRACTOR TO VERIFY DEPTH OF UTILITY PRIOR o S-F-. S S S 9- S- S INSTALL 48" SSMH#t4 L=t264LF, 5=0.40% a' \. ( TO CONSTRUCTION. IF CONFLICT EXISTS CONTACT N w 8" SDR35 PVC 2145 L-t229LF, S=0.40% �- ss � �\ t� DESIGN ENGINEER FAR ENOUGH IN ADVANCE TO 10+32 10+00 9+00 i 8 00� 7+00 6+00 7. W ARNOLD Farr RESOLVE CONFLICT WITHOUT CREATING DELAY IN a F STREET I S- S- S- IS- S- S S S EAST FORK OF EAST CONSTRUCTION. a j 1 CATRON CREEK +„ x - - - -- -- - - - - Yf/� �- �-� I-I �I STA 5+39.54 V 4. BACKFILL& COMPACT TRENCH FROM REMOVAL "m STA 8+44.01 of C STA 7+01.17 Fr� OF SANITARY SEWER & WATER MAIN PER CITY OF ¢ INV. 4953.8 6" S.S. SERVICE LT 6" S.S. SERVICE LT l STA 5+92.67 l I!'i ` INSTALL 48" SSMH#73 FI BOZEMAN STANDARDS WITH CLEAN NATIVE L=41LF, S=2.0% MIN (TYP) - L=41LF, 5=2.0% MIN (TYP) ""' 6" S.S. SERVICE LT' - 30' S.S. MAIN �`�.., BACKFILL. STA 9+52.36 DEEP SERVICE INSTALL DEEP SERVICE INSTALL -_ _ ( ) _- - UTILITY.EASEMENT 0+�« - �L-41LF, 5=2.0% MIN TYP _.. - „ SEWER SERVICE ARE S 26 UNLESS Z =`� STA 10+32.38 6" S.S. SERVICE LT- - I r `_,. _ -- -"!r DEEP SERVICE INSTALL / ' ��\\}�\,\� ,- 5. ALL EW C DR a 6" S.S. SERVICE INV. 4955.68 V - Y C 1 !! t. \/ / `V.\\; OTHERWISE NOTED. INSTALL ALL SERVICES AT _ L=41LF, S=2.0% MIN (TYP) INV. 4954,5 I', V INV. 4957.2a 2.0% MIN SLOPE. L-40LF, 2.09 MIN TYP) * DEEP SERVICE INSTALL UTILITY EASEMENT I - ] I d INV. 4956.4 9 V� " ( v 30� S.S. MAIN i N 1 N II " X � � T � � INV. 4958.5 -- 6. MAINTAIN 6" VERTICAL SEPARATION BETWEEN f,(�'��, I ARNOLD 1 SEE SHT. C3.6T g 1 !I 1 I A II ARNOLD N `� \ WETLAND SETBACK - SEWER MAINS AND UTILITY SERVICES. \ 1 STREET 1 2105 1 1 1 1 1 11 ARNOLD I 1 q STREET I " >' -0 - 7. MAINTAIN 18"VERTICAL SEPARATION BETWEEN �� STA 10+32.38 8 1 �- I 4 SOLD I c I I, � @� I) 1 6 d� � - SEWER MAIN AND EXISTING UTILITY MAINS AS # s 1 I U I " 7 SPECIFIED ON PLANS. EXCEPT FOR STORM SEWER INSTALL 48" SSMH 15 1 I STREET )r STREET T I 1 ) ../! �g ARNOLD I I ( 1 y7' MAINS. 1 U � W II � STREET s -PROPOSED 8" SEWER MAIN - up --- - _ __ ___ SHT C3.6 ___ _ _ DRAWN BY:EWR OF UP UP Uf P Q\f----UP 1!P � � SEE _ __ �9 / REVIEWED BY:CG8 SEWER MAIN PLAN , I PROJECT ENGINEER:CGB HORZ. SCALE: 1" = 30' O�yGO4` �\ ' ,i I DESIGNED BY: CGB WETLAND CROSSING NOTES: 1. CONTRACTOR IS TO HAVE THE APPROVED LIMITS OF DISTURBANCE AT THE IMPACT AREAS STAKED PER THE APPROVED WETLAND PERMITS TO ENSURE CONSTRUCTION IS S S S CONTAINED WITHIN THE LIMITS OF DISTURBANCE. 2. CONTRACTOR IS TO ENSURE THAT HIGHLY EFFECTIVE BMPS ARE PLACED AROUND THE WETLANDS AND WATERCOURSE TO PREVENT SEDIMENT FROM ENTERING. 3. CONTRACTOR IS TO INSTALL ORANGE CONSTRUCTION FENCING AROUND THE PERIMETER OF THE WETLANDS AND WATERCOURSE TO PREVENT ANY EQUIPMENT FROM (1. �` ENTERING WHERE NO DISTURBANCE IS ALLOWED BUT EQUIPMENT AND MACHINERY COULD BE. " -- ARNOLll STREET I'' a S I 4. CONSTRUCTION ACTIVITY IN OR NEAR THE WATERCOURSE ARE TO BE LIMITED TO THE MINIMUM AREA NECESSARY, AND CONDUCTED SO AS TO MINIMIZE INCREASES IN SUSPENDED SOLIDS AND TURBIDITY THAT COULD DEGRADE WATER QUALITY AND ADVERSELY AFFECT AQUATIC LIFE OUTSIDE THE IMMEDIATE ARE OF OPERATION. 5. THE USE OF MACHINERY IN THE WATERCOURSE SHALL BE PROHIBITED. I III` I � 1 6, ALL DISTURBED STREAM BANKS AND ADJACENT AREAS CREATED BY THE CONSTRUCTION ACTIVITY SHALL BE PROTECTED WITH EROSION CONTROL MEASURES DURING --- _ O �,.y" _ a CONSTRUCTION. THESE AREAS SHALL BE RECLAIMED WITH APPROPRIATE EROSION CONTROL MEASURES AND RE-VEGETATED TO PROVIDE LONG-TERM EROSION CONTROL. ---� �� W �. 7. ANY EXCESS MATERIAL GENERATED FROM THIS PROJECT MUST BE DISPOSED OF ABOVE THE ORDINARY HIGH WATER MARK, IN AN AREA NOT CLASSIFIED AS A WETLAND, SEWER SERVICES _ ^ III AND IN A POSITION NOT TO CAUSE POLLUTION OF STATE WATERS. STATION SIZE LF L R S. CLEARING OF VEGETATION WILL BE LIMITED TO THAT WHICH IS ABSOLUTELY NECESSARY FOR CONSTRUCTION OF THE PROJECT. 5+92.16 6" SERVICE 117 L I II _ , ! I�' cn 9. A MPDES PERMIT MUST BE ACQUIRED FOR ANY POINT SOURCE WATER SURFACE DISCHARGE. 7+01.17 6" SERVI 41 B+44.01 6" S RVICE 41 10. OPEN CUT CREEK CROSSINGS WILL NOT BE ALLOWED IN FLOWING WATER. STREAM WATER MUST BE DIVERTED AROUND THE OPEN CUT AREA VIA PUMP, FLUME, ETC. 9+52.36 6" S RVIC 41 11. UNDER SUPERVISION OF A WETLAND SPECIALIST, REMOVE AND SALVAGE EXISTING VEGETATION COVER (SOD) WHEN DIGGING TRENCH FOR SEWER CROSSING. SALVAGE SOD STORE SALVAGED SOD MATS IN UPLAND AREA UNTIL INSTALLATION MATS BY REMOVING 8 TO 10 INCHES OF TOPSOIL AND INTACT VEGETATION COVER IN LARGE RECTANGLES. OF SEWER LINE HAS BEEN COMPLETED. PLACE SALVAGED SOD MAT ON SOIL SURFACE ONCE COVER OVER SEWER LINE HAS BEEN PLACED. ENSURE THAT SOD RECTANGLES ARE CONTIGUOUS AND PRESSED INTO.PLACE TO ENSURE OPTIMUM SOIL/SOD CONTACT. CONSULT WITH ONSITE WETLAND SPECIALIST WITH ANY QUESTIONS. � - I.AIVTERN� _ CA 12. CONTRACTOR IS TO MOVE AS SWIFTLY AS POSSIBLE THROUGH THE AREA OF TEMPORARY IMPACT. SITE OVERVIEW 42 STA 10+32.38 STA 8+03. STA 4+80.00 RIM 4956.69 RIM 4958.06 r INSTALL 48" SSMH#15 INSTALL 48' SSMH#14 STA 5+39.54 RIM 4957.17 8" RIM 4959.58� INSTALL 48" SSMH 8" INV. OUT "-�83 INV. IN 980.1+ (S),4950.15 v-(E) - INSTALL 48" SSMH#13 8" INV. IN-4948. (49- S)4948.45 4951.07 8" INV. IN 4958.1 i (W).4950.15 _ 8" INV. IN-4946c39-.(W)4946.89 8" INV OUT-+945.29 (E)4948.25 START STA 9+98.33 8" INV, OUT 949-'_}} (E)4949.95 FINISHED GRADE 8" INV. OUT 948.59 (N)4946.69 END STA 10+30.33 4960 2"THICK RIGID FOAM EXT'G GROUND 4960 I� �OV BOARD INSULATION 16LF 4:1 SLOPE STA 3FORK bndi/ OVER 8"S.S. MAIN. - -- --- - - - ----- - - EAST FORK OF TOP OF PIPE 4951.84 - - _ - - - - - - - EAST CATRON CREEK W W _ _ _ - - - - - _ - - - _. - _ - -INV. 4952.97 M � i 0 =6:4@fF 0.41% ---- -� 8" SDR35 PVC 0.41% ----- ---- ,� - --8" SDR35 PVC L=t229LF, S B" SDR35 PVC L=3264LF, S=0.40% 4950 L=t59LF 5=0.49Y1- 8" SDR35 PVC L=f48OLF, S 0.40% H O A 4950 V] W STA 10+32.38 - STA 9+52.36 -- --- --- _ ---- -_-� -- .... 6" S.S. SERVICE 6" S.S. SERVICE LT STA 7+01.17 _ STA 5+92.67 -STA 5+33.16 INV, 4951.16 INV. 4950.74 --"- - -_-6" S.S. SERVICE LT - 6" S.S. SERVICE LT 6" S.S. SERVICE LT STA 8+44.01 NV a _ I . 4949.55 _-INV. 4949.11 --INV. 4948.70 START STA 3+29.07 _ _ END STA 3+85.07 '�� 6" S.S. SERICE LT - 2" THICK RIGID FOAM V _ INV. 4950.27 FINISHED GROUND ELEVATION ---BOARD INSULATION OVER SEWER MAIN-INVERT ELEVATION 8" S.S. MAIN. 4940 TOP OF PIPE 4940 00 N O N p O� O O rn a6 rn t0 CO uJ tD �F .tD .a N O aO O O Di p rn Oi rn O� I� rn r cD � .0m � N N N itl i!1 N N iA7 N rn rn rn rn m rn rn m m rn rn rn rn rn rn rn rn rn a a a a a a a a a a a e a s a e SHEET 10+40 10+00 9+00 8+00 7+00 6+00 5+00 4+00 C3.5 NEXUS POINT SEWER MAIN PROFILE SEWER MAIN HORZ. SCALE: 1" = 30' PROJECT: 18-127 VERT. SCALE: 1" = 6' AS BUILT DATE: MARCH 2O20 0 Q N � d N 00 m PROPOSED B" SEWER MAIN- - - -30 S,S, MAIN - - .- - - _ _ - - _ z 0 SEE SHT C S 3 5 S S UTILITY S S S o \ � EASEMENT- 5- � S- - � 2145 e � SEE SHT. C3.5 � o ARNOLD STREET -� N H# SCALE TA 0+00.00 STALL 48" SSM 14, N 30 \\ PUBLIC UTILITYf S 2105 i 8'" SDR35 PVC � L--t154LF, 5=0.4 _ _ 0% EASEMENT LINE � � R I I j 1"=30' w ��. IL ARNOLD I R 2125 N o STREET DATUM \� EASEMENT LINEV P II II o m 30' S.S. MAIN � NAD83 � N ARNOLD II � I , 9 I 1 UTILITY EASEMENT a m II WATER SERVICE (TYP) N`� STREET N 8 SEE WATER SHTS. @ ��4 2095 A ARNOLD GO _ _ _ z 6'x4' HIGH DENSITY, � 4 I I STREET _ 2" THICK RIGID ° -�--u-'�=-��- - o_ �� - - - - - Tom- ..:. S� __S S - S. INSULATION FOAM BOARD INSTALLED STREET _ i I OVER S.S. MAIN. -�- - I,'d �__ + N EASEMENT LINE. I } N7 STA 3+96.64 _ UP uP ! STA R MAIN , - _- _ - i GA __PROPOSED 8" WATER MAIN SS5STORM SEWER CROSSING SEE SHT C4.2 WATER MAI CROSSINGE ROADWAY & -. STA 1+53.94STA 3+93.10 _. __.. __ _ m EASEMENTWATER MAIN CROSSING g" SDR35 PVC INSTALL 48 SSMH#i6 ti ' MAINTAIN 10' _ _ ---.._ _ _.. L=t276LF 5=0.40% __ SEPARATION_ �.... - � 4+30 �+00 -ig- 3+00 - 2+00 - r--1- - S-- - -I �ARNOLD STREET S' I S -9 -S -I S -S -t-� -S S ARNOLD STREET v T - -- r-- _ _ I i Y : I DRAWN BY: EAR STA 4+29.90 C' STA 3+73.16 INSTALL 48" SSMH#17 STORM SEWER CROSSING - " STA 2+01.83 I � ! _ 1 ' REVIEWED BY:CGB -;w FIRE SERVICE CROSSING STA 2+3756 - Si O III "� PROJECT ENGINEER:CGS STA 4+21.95 "" 6" S.S. SERVICE LT - - -- m -- i>�' 8'x4' HIGH DENSITY, 1'6" S.S. SERVICE LT - - STA 2+04.78 y -1 0 I 'd' _ _IN _ DESIGNED BY: CGS =2.0% MIN (TYP)--._L=33LF, Sm2.0% MIN TYP DEEP SERVICE INSTALL_ ( ) - - WATER SERVICE CROSSING INSULATION FOAM BOARD STUB TOP ELEV=4953.61 2' THICK RIGID L-40 I\ H I,, INSTALL OVER 5" S.S. SERVICE. STUB TOP ELEV=4952.88. FUTURE PROPOSED 8" WATER MAI 1 FUTURE A i PUBLIC UTILITY 30PLEX SEE SHT C4.3 SEE SHT C4. 30-PLEX - I�PROPOSED 8" WATER MAIN EASEML - IN� C=P - ( I I'I y ARNOLD STREET SEWER MAIN PLAN I ( II a HORZ. SCALE: 1" = 30' i LANTERN LANE S-..- S IIzF SEWER SERVICES STATION SIZE LF L R C) 2+37.56 1 6" SEWER 33 L SITE OVERVIEW p"1 Q 4+21.95 6" SEWER W STA 1+53.94 STA 0+00.00 STA 4+29.90 RIM 4959.35 RIM 4958.06 RIM 4956.91 _ _ - INSTALL 48" SSMH#16 -- INSTALL 48" SSMH#14 E:1 INSTALL 48" SSMH#17 EXT'G GROUND 8" INV. INS=r(W) 4950.97 8" INV. IN-.�} (W)4950.15 C!� 8" INV. OUT 4951.96 (E) -STA 3+96.64 -- -" 8" INV. OUT g95eT2(N)4950.77 8" INV. IN 4959T4(S)4950.15 NOTES: 4952.08 STORM SEWER CROSSING FINISHED GROUND 8" INV. OUT 4949.9-1 (E)4949.95 A 4960 INV. 4953.24 _ - - _ - 1. EXISTING UG INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO O - _ THE BEST INFORMATION AVAILABLE TO ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICES LINES (WATER, POWER, GAS, STORM, ___ STA 3+73.16 _„- _ - _u1 o SEWER, TELEPHONE & TV) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STORM SEWER CROSSING INV. 4953.81 _ _ __ v __ - 2. ENSURE ALL NEW CONNECTIONS ARE WATER TIGHT. 8" SDR35 PVC L=t276LF, S=0.40% 0.41% + - 8" SDR35 PVC L=t154LF, S-9.499; w� 3. EXISTING UTILITY DEPTHS ARE ASSUMED. CONTRACTOR TO VERIFY DEPTH OF UTILITY PRIOR TO CONSTRUCTION. IF CONFLICT EXISTS CONTACT DESIGN ENGINEER FAR ENOUGH IN e 4950 2"THICK RIGID FOAM _ _ 2- 4950 ADVANCE TO RESOLVE CONFLICT WITHOUT CREATING DELAY IN CONSTRUCTION. v STA 4+21.95 BOARD INSULATION 40LF - STA 2+37.56 - - _ - _ _ _ =Q F� 6" SS SERVICE LT OVER 8" S.S. MAIN. 6" SS SERVICE LT -- - - (.>r 4. BACKFlLL & COMPACT TRENCH FROM REMOVAL OF SANITARY SEWER & WATER MAIN PER 1�-d M r V1 CITY OF BOZEMAN STANDARDS WITH CLEAN NATIVE BACKFlLL 0.4 p INV. 4952.00 INV. 4951.25 PROPOSED 8" DI STA 1+37A7 4 n/ N STA 3+93.10 WATER MAIN-WATER MAIN CROSSING- WATERr- F+1 MAIN CROSSING Q 5, ALL SEWER SERVICE ARE SDR26 UNLESS OTHERWISE NOTED. INSTALL ALL SERVICES AT INV. 4949.70 _ INV. 4948.49 2.0% MIN SLOPE. hM FINISHED GROUND ELEVATION STA 2+01.83 - -� � 00 STA 2+04.78 FIRE SERVICE CROSSING 6. MAINTAIN 6" VERTICAL SEPARATION BETWEEN SEWER MAINS AND UTILITY SERVICES. ---- SEWER MAIN Hfdb'CH2F ELEVATION -WATER SERVICE CROSSING INV. 4948.72 ---- '-- N 4940 INV. 4948.73 VERTICAL SEPARATION BETWEEN SEWER MAIN AND ra .4 N 4940 7. MAINTAIN 18" EXISTING UTILITY MAINS I"'I N N oo a o arnN mnaAS SPECIFIED ON PLANS. EXCEPT FOR STORM SEWER MAINS.0 ffff44 FFFFFFYYYYYY a a .r a a a a a a a e a a 4+00 3+00 2+00. 1+00 0+00 Z ® U Pa ARNOLD STREET SEWER MAIN PROFILE HORZ. SCALE: 1" - 30' VERT. SCALE: 1" = 6' "� 00 SHEET C3"6 NEXUS POINT SEWER MAIN PROJECT: 18-127 �� IT DATE: MARCH 2O20 0 ta! N N � N FS p4J'I} 00 CLOSE VALVE AT ENTERPRISE Il�IlJllURE I I PROPOSED 8" WATER MAIN PROPOSED 6" 6.5 OFcCOSHEETS FUTURE SEES ' I I _ In I } PRIOR TO REMOVAL OF THRUST I PROPOSED e" WATER MAIN m SCALE BLOCK. NOTIFY ALL RESIDENTS JTTA 0+FLE PIKE AT NEAREST 3 SEE SHT C4.3 FSE TOP SERVICEE ADD11IONAL DESIGN. BUILDING "STA 5+64.03 ( I �4I1 ; �!,,1 J I o w a To PUBLC UTILITY " " _ _ WS TOP ELEV- 496 - EASEMENT LINE REQUIRED BY C.O.B. 1 8. ------- ASSEMBLY 40 PUBLIC UTILITY 0 15 30 AFFECTED BY SHU EE TER MAN STA JOINT MAINTAIN ALIGNMENT. EASEMENT LINE__;STAB X8+63.71_ - 30 WIDE PUBLIC 1` FOR SERVICE 4D52 92 --- -_10.5 LT 6 DI HYDRANT I '� EASEMENT LINE - - TEE STORM SEWER CROSSING--------�----- = - do I do do UTILITY EASEMENT _ 1"-30' EXT'G 8" - _ Ii- 8"X6" DI FS TEE LT a^STA 4+55.40 - DATUM 0+0l SEWER SERVICE CROSSING EASEMENT LINE -_-_ -----'3+00 SEWER SERVICE CROSSING �' 8"X4" DI WS TEE LT PROPOSE I z _ AIN STA 0+35.99 STA 4+21.00 NAD83_-- -. 1+00 -.... -..:2+00 --- _4+00 -5+00 5+98 D 8" SEWER MAIN o o W W 4--W W -�--W W WI F-W W I W W 1 I W W -fOL W W W --W -4-W --W IW C SEE SHT C3.1 rnn EXT'G 60' WIDE SEWER M 10' MIN SEPARATION _ 8" DI CLASS 51 WATER MAIN I a ROADWAY & PUBLIC - - �rT 60' WIDE ROADWAY & .--_- ,A� LANTERN LANE -- -- +98 I O_ UTILITY ROW p ) PUBLIC UTILITY EASEMENT �'`� PROPOSED 8' SEWER MAIN ,-.. STA 5+64.03 j\ STA X85 TEE m - �I _ STA 0+66.86 _ STA 2+78.74.,. _- :.::._.n. - .�,�--,........ ..u:,� =SEE SHT C3.0 --- -- 8 X6 TEE 3 .04 Q -- _ --- -��F-==-=-DEFLECT PIPE AT NEAREST � •- -- - - 8" GATE VALVE STA 5+79.14 - - 1 w JOINT TO MAINTAIN ALIGNMENT. N -' (S�SHT. C4.1 STATION 0+00) STA 0+35.95 STA 3+29.82 8' GATE VALVE r ( �. SAW Cl STA 0+00.00 1" WS SADDLE RT z N 2"TYPE K COPPER WS GRAF STREET APARTMENTS T CAP AND BLOWOFF AND Cu CONNECT TO EXT'G 8" STUB. K I SADDLE RT (TYP) (NOT IN CONTRACT) 3 ASSEMBLY LEAN INSTALL 8" GATE VALVE. T I I PROPOSED 1" WS WATER MAIN AND CUKU IU MAIUH LAI U IHIUKNUIS. I STA 0+33.46 MAINTAIN 6.5' OF COVER. INV. ELEV= 4961.07 TACK COAT AND SEAL ALL JOINTS 8"X4" DI FS TEE RT SEE ADDITIONAL SHEETS AND CURB. BACKFlLL WITH NON-SHRINK I I LEAN CONCRETE. REPLACE PAVEMENT PROPOSED 4" FS & 2" WS FOR SERVICE DESIGN. WS TOP ELEV= 4960.86 AND CURB TO MATCH EXT'G THICKNESS. i MAINTAIN 6.5' OF COVER. e TACK COAT AND SEAL ALL JOINTS I SEE ADDITIONAL SHEETS 25 PE \ LANTERN LANE WATER MAIN PLAN FOR SERVICE DESIGN. FS TOP ELEV= 4958.91 HORZ. SCALE: 1" = 30' I WS TOP ELEV= 4958.76 J \ O ak 1r 9 DRAWN BY: EWR_-_.._ter• ��r��- L ,er - 1 1 � REVIEWED BY:CGB -NEW PROJECT ENGINEER:CGB \\I DESIGNED BY: CGS NOTES: "�-::. -ri:: ,a �� _ / ,� I. EXISTING UG INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO ENGINEER. THE ENGINEER DOES NOT GUARANTEE t � y- W 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. ARNOLD STREET_ 1 i was i�i ' 2. ENSURE ALL NEW CONNECTIONS ARE WATER TIGHT. (' _ - �� -� - I ! .� 0 QI 3. EXISTING UTILITY DEPTHS ARE ASSUMED. CONTRACTOR TO VERIFY DEPTH OF UTILITY PRIOR TO CONSTRUCTION. IF CONFLICT EXISTS CONTACT DESIGN ENGINEER FAR ENOUGH IN ADVANCE TO RESOLVE CONFUCT WITHOUT CREATING DELAY IN CONSTRUCTION. FIRE WATER SERVICES 4. BACKFlLL & COMPACT TRENCH FROM REMOVAL OF SANITARY SEWER & WATER MAIN PER STATION SIZE LF L R _ ��E1�11111 n'U --- hI, 11 - CITY OF BOZEMAN STANDARDS WITH CLEAN NATIVE BACKFlLL. 0+33.46 4 FIRE 47 R 7 I ill � � -_ y k- !• - _� �� a 0+35.95 2 WATER 47 R I I � 5. INSTALL JOINT RESTRAINTS ON ALL JOINTS & FITTINGS WITHIN 10' FEET OF ALL 3+29.82 1" WATER IED ON PLANS, 6ITINSTALLOJOINT SRESTIFRAINTS ON ALL JOINTS &RTTINGD END WITHINLI30S OF 8" DEAD ENDS. 4+55.40 4' WATER 27 L I � \ il� , / IT AS l � �� - A 7. MAX DEFLECTION FOR 8" DUCTILE IRON PIPE 5" FULL LENGTH OF PIPE. 8. MAINTAIN 6"VERTICAL SEPARATION BETWEEN WATER MAINS AND UTILITY SERVICES. 9. MAINTAIN 18"VERTICAL SEPARATION BETWEEN WATER MAIN AND EXISTING UTILITY MAINS _ I"�TRNLANE AS SPECIFIED ON PLANS. I SITE OVERVIEW W E-+ STA 5+64.03- ---- a HYD. ASSEMBLY ._. _ ------ BURY LINE 4969.38 4969.28-- 8.5' BURY DEPTH 4970 4970 LkJ, STA 0+06.56 FINISHED GRADE ®y STORM SEWER CROSSING EXT'G GROUND - - - - - - - - INV. 4960.65 - - - - - _ - - --- I-1 6.5 MIN - (~ W CAI00 HSTA-0+35.99 ,� 4960 SEWER SERVICE CROSSING A � INV. 4957.63 4960 H N 8" DI CLASS 51 WATER MAIN - - STA 5+64.03 - ,� z STA 4+55.40 -8"X6" HYD. TEE 4" WS TEE-- - INV.4969.88 4960.78 - >4 STA 0+00.00 5TA 0+86.86SADDLE- -r -' - INV. "^`^.88 4959.93 STA 5+79.14� • - - - - =DEFLECT PIPE AT NEAREST - - - '- 8"X8"TEE _ _INV. 1958.894958.74 STA 4+21.00 STA 4+52.40 8" GATE VALVE CONNECT TO EXT'G STUB. STA 0+35.95 --JOINT TO MAINTAIN ALIGNMENT. INV. '"`""'4958.29 -I SEWER SERVICE CROSSING-- INV. 4969.934960.79 a 958- _ O W INSTALL 8" GATE VALVE. STA 0+33.46 STA 2+78.74 INV. 4957.39 8"X6" 6 TEE J _ _ _ .^�^a�2' WS SADDLE INV. 4956.74 STA 8X898 TEE INV. INV. """'" _ FINISHED GROUND ELEVATION ----��-� PROPOSED 8" SDR35 INV.��4959.90 - 8"X4" FS TEE- "�8' GATE VALVE-- U 4955.38 INV. ^"."" 4956.24 WATER MAIN-fNVER�T-ELEVATION INV.-4958a�4958.35 INV.44960.93 4950 4956.14 TOP OF PIPE PVC SEWER MAIN 4950 F0+04w STA 10 Y77 a 77 In OTTT a TTT a rn`F Y rn 10a'i.0 .0 w ' oNER 4 6 o v � mDEFLECT PIPE N JOINT TO MAINTAIN IGNMENT. 10 O In 10 In w 10 w Q (O a I 4956.03 N 0+00 1+00 2+00 3+00 4+00 5+00 6+00 SHEET LANTERN LANE WATER MAIN PROFILE C4.0 HORZ. SCALE: 1" = 30' NEXUS POE*TT VERT. SCALE: 1" = 6' WATER MAIN PROJECT: 18-127 ASBUILT DATE: MARCH 2O20 o W N N � M N III it (I I 11 I ' __I _ d N 60' WIDE ROADWAY & a ( Ii PUBLIC UTILITY o 0 UTILITY EASEMENT i EASEMENT ( EASEMENT LINE h I u m LINE v n I Z c r I I g ( I I SCALE o ( FUTURE I FUTURE g -`° _ 1 0 IS 30 60 BUILDING P IOPOSED 8" WATER MAIN BUILDING i�- �®- ®'-! FS TOP ELEV= 4954.35- �"�A T w g SEE SHTI C4.0 � � � � ( I 1'=30' DATUM �I I STA 4+39.00 I ., [), ^ NAD83 z STA 3+90.93 RELOCATED I s - '� 1 p PROPOSEDIB' STA 2+24.81 2"TYPE K COPPER 8"X8" FS DI TEE I - --------- "- 0 I If SEWER MAIN 22.5' DI HORIZ. BEND -- -------WS SADDLE RT (TYP) ---------J I ! PIL II 'IIr a 4 g SEE SHT C3.0 -_ _ I _ „; _.... 8"XSc)'TEE ' TA ATE VALVE I W m STA 3+15.57 g" GATE VALVE ,� ---....� I 3+00 S I a I EASEMENT LINE �� g i� W W IW -W -W --W IN W .� IN I (14 PUBLIC UTILITY � P\N 2"�W _ � _ I ' b � ( Z �cv CAP AND ASSEMBLY I EASEMENT SINE P��RM - g STA 3+93.24 I90.82 T ASSEMBLY - '" W II STA 4 TEE �� W/// STORM SEWER CROSSING 8"X4' DI FS i y g ? "X8"TEE STA 0+19.27 �- O O // �) TEE RT -_[7$+tl ( HT. C4.2 STATION 2+85.04) \ w / ��.��- --- S STA 3+41.82 -^---- ------ ��I �I S� 8" GATE VALVE - II i� FUTURE 8" WATER 0 �� \ � - - MAIN EXTENSION ,N /��q. � I � It CHRIS G. (BY OTHERS) 0 0 �. 1+0 1ST \ i i /" r g I RRE " W W IN -Iw W S i IIII 10' MIN SEPARATION�AIN / '60' WIDE ROADWAY &PUBLIC UTILITY EASEMENT 33LF 8" DI TAPPED CAP. STA 1+01.97 �� W 30' WIDE UTILIN `� 1 � -2" COPPER CAP AND llll PROPOSED 8" SEWER L 22.5' DI HORIZ. BEND.r' --�{ ( -__ I ( EASEMENT - PROPOSED 8" WATER MAIN I ( ` BLOWOFF ASSEMBLY. - SEE SHT C3.1 _'MJXMJ ; �_ SEE SHT C4.2 DRAWN BY: EWR INV. 4961.09� '-'��, I 1lif -- - STA 0+00.00 --, '-- - i _ ! + ° I -=� REVIEWED 8Y:CGB PROPOSED 8°X8"TEE _!; �, _ - L_ m 8" WATER MAIN I II I ( I PROJECT ENGINEER:CGB _ EASEMENTJLINE SEE SHT. C4.4. _ .-.+-- _ 2088 g I (SEE SHT C4.0 STATION 5+98) --- -- -' ' \� / �� PROPOSED 2" WS AND 4" FS- -ARNOLD I I � I DESIGNED BY: CGB PUBLIC UTILITY T , -- -- MAINTAIN 6.5' OF COVER. SEE STREET EASEMENT LINE T- I a ADDITIONAL SHEETS FOR I I 60' WIDE PUBLIC ROAD a��--7 SERVICE DESIGN. ' I I&IWTILITY IEASEMENTI �1 S.21st AVE.WATER MAIN PLAN HORZ. SCALE: 1" = 30' 9.yy'� n ._ ..,_ T-S-- �Ln NOTES: / ,�� tsBFH+H+i-f• -- �_,.- -"ST",--- I �i Uu1.Laulll.HIJJ.11illt '\ "" '+,� a 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, SEWER, TELEPHONE & N) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. 2. ENSURE ALL NEW CONNECTIONS ARE WATER TIGHT. \ ARNOLDr t/✓� F„� 3. EXISTING UTILITY DEPTHS ARE ASSUMED. CONTRACTOR TO VERIFY DEPTH OF UTILITY ! - - m IN PRIOR TO CONSTRUCTION. IF CONFLICT EXISTS CONTACT DESIGN ENGINEER FAR ENOUGH IN STREET ADVANCE TO RESOLVE CONFLICT WITHOUT CREATING DELAY IN CONSTRUCTION. II i h+y 4. BACKFILL& COMPACT TRENCH FROM REMOVAL OF SANITARY SEWER & WATER MAIN PER CITY OF BOZEMAN STANDARDS WITH CLEAN NATIVE BACKFILL. WATER SERVICES 5. INSTALL JOINT RESTRAINTS ON ALL JOINTS & FITTINGS WITHIN 10' FEET OF ALL1 STATION SIZE __W _� - ' 11 H FITTINGS, OR AS SPECIFIED ON PLANS, EXCEPT FOR DEAD END LINES. 3+90.93 R 76 R '� f�,l.lJf.�}'' o IN Y " `� _- 3+93.24 4" FIRE 76 1 R 6. INSTALL JOINT RESTRAINTS ON ALL JOINTS & FITTINGS WITHIN 30' OF 8" DEAD ENDS. 7. MAX DEFLECTION FOR 8" DUCTILE IRON PIPE 5' FULL LENGTH OF PIPE. 8. MAINTAIN 6" VERTICAL SEPARATION BETWEEN WATER MAINS AND UTILITY SERVICES 9. MAINTAIN 18"VERTICAL SEPARATION BETWEEN WATER MAIN AND EXISTING UTILITY MAINS I >C �4 AS SPECIFIED ON PLANS. { 07 S va � � cq ^ LANT]ERN LFaNE N 00 SITE OVERVIEW 4970 �+Z 4970 z I O V]0 0.4 eoV - _ _ _ EXT'G GROUND FINISHED GRADE U W F 6.5' MIN (~ V1 00 W Z COVER STA .+ - -- ------�_-, - - STORM SEWER CROSSING------ WWW 0 STA 2+53.5 a _` INV. 3+41 3+41..82 --- _ (~ N V'C SEWER SERVICE 2 CROSSING 4960 (~ INV. 4959.33 4960 -STA 0+19.27 - - 8' DI CLASS 5I WATER MAIN STRELOCATED VALVE O --INV.i96B33 8"XV FS DI TEE NWNWNW 22.5' HORIZ. BEND STA 0+00.00 4960.77 STA 2+24.8 -INV. 49l -22.5' HORIZ. BEND -_- -"-"---- - 0 e'V. TEE 4959.16 --INV. 'ems PROPOSED 8 SDR35 -' 4956.80 ----"-' -- 4960.93 INV �r STA 3+15.17 - STA 3+90.93 (� (U " (�� SEWER MAIN 8"XB" TEE 2" INS SADDLE 0-4 In 4950 INV.i9554^ INV. 4950 4955.12 4953.89 STA " DI F 4 STA ATE VALVE STA 4+90.$2 8"X4" 5 .6 TEE IN GATE VALVE 8"XB"TEE ol 00 INV.#953.85 INV. 952.75 FINISHED GROUND ELEVATION 4953.85 4952.75 INV. "�r'� WATER MAIN INVERT ELEVATION - 4952.13 4945 TOP OF PIPE (mvO rnm�ap trnd0- frnap lrnaDrna rn� rnarn rnNvrni rnm rn rn cm0 Nrn urn1 MVrn) 4945 rn a Hno a 1p ° SHEE T I;;rna m c o w LL N 0 d) 0o ,[ C4.NEXUS POINT 0+00 1+00 2+00 3+00 4+00 5+00 WATER MAIN S.21st AVE.WATER MAIN PROFILE 18-127 HORZ. SCALE: 1" = 30' Y . %RCH 2O20 VERT. SCALE: 1" = 6' 0 W N N II-Hill MA NT IPROPOSED 1.5" WS6. I� f :7 _ f S T B:,C R 0 o 0 I ILt �T 0 0 5' OF COVER. �/�� , a WS PROPOSED 1.5" WS & 4" FS SEE ADDITIONAL SHEETS - - - --� - �-- .--- �� l \�✓� MAINTAIN 6.5' OF COVER. FOR SERVICE DESIGN. i_ „�- �� .-,.., �� \��r / SEE ADDITIONAL SHEETS A,��\ �� -� ' •< 3 JI FOR SERVICE DESIGN. N PROPERTY LINE 02095 208 \i a "� o S --� PROPOSED 1.5' WS & 4" FS � v 1 H �2125 2105 9 a ARNOLD ARNOLD ARNOLD MAINTAIN 6.5' OF COVER. v - N @ F STREET N STREET SEE ADDITIONAL SHEETS - 1 ARNOLD 8 STREET I ( STA 2+22.28 m \ N II N I SEWER MAIN CROSSING tl( N N I oY' FOR SERVICE DESIGN. .•*' `` \��. ~�� % STREET �� 9 I �� N } A 9 STA 4+68.58 A 2075 1 z J/ 11 25'+DIVERT. BEND STA ATE VALVE �'� F 1 ARNOLDB . PER STA 1+05.73 TYR) ,I. I MJXMJ qG�ATE 2+60.68 -WS SADDLE LT \ ? STREET �,�`� "q �� \��\ __ 0 0 STA 0+01.24 -___ _8"X4" DI FS TEE LT - 8"oA5 3T26.79DI HYDRANT 1.6"TYPE K COP / PUBLIC UTILITY ��. 3FUTURE So ~� j\ '< 8"X4" DI FS TEE LT � EASEMENT LINE ' d /., 'PROPERTY LINE VALVEN STA 1+08J3 -. STA 4+65.83- ��- �`` �` ' q `� �- "' '-i, ASSEMBLYSTA 0+03.99 - �- - n ` m 1.5" TYPE K COPPER TA 2+79.54 B X4 DI FS TEE LT - \, EASEMENT LINE Y 1.5" TYPE KCOPPER - T TYP 8 X8 TEE STA 3+25.89W AD14DLE L (T'W) W V WS SDDLE�� ::: 2+0W -W d3+0 _ .8"X6" TEEW;...4-00VN -W3�p0-- .._ MIN 10 STA 0+20.04 - SEPARATION -- DI CLASS 51 WATER MAIN -ARNOLD STREET W 0t4ss 57 `'� d STA 6+35.66 1- STORM SEWER CROSSING -- -- W w�R �� 8" GATE VALVE �� 3 \--. .. MJXMJSTA +7654 STA 4+61.5G 141 ��STAB" TEE ��5� tJ ----N FUTURE OFFICE `` STA 1TEE RI _,,,., ® iS1 25+91 0ORIZ. BEND x `<`'S y -�-� $ BUILDING - ' �+- SING W � STA 6+40.66 � 8'X4" DI WS TEE RI' STA 2+17 23 � li STA 0+00.00 - - --... 1.5" TYPE K COPPER ,,, MJXMJ 00 1l, I 11.25' I V T. BEND STORM SEWER 90' DI HORIZ. BEND MJXMJ iia _. (NP) -- - STA 5+91.27 ' STA 6+45.65 STA 7+19. 8 �q, cx G - T A 7 A 5 , eis a 3"- (SEE SHT C4.3 STATION 4+81)-- --------_.-- --_i uP WS SADDLE LT J- � STA 3+57.33 _- \ `8" GATE VALVE��/ ,- 2"TYPE K COPPER _ I ,.�8� 5PE - STA 2+14.48 3 8"X4" DI FS TEE LT A+-EASEMENT LINE 11.25' DI HORIZ. BEND \ I - _ - MJXMJ "A `r WS SADDLE RT (TYP) 8"X4" DI FS TEE LT 1°' --... \ \ � r STA 7+2 .59 PROPOSE `y �\ PROPOSED 8" WATER MAIN _ II 81 I STA 3+60.08---�`�- PUBLIC UTILITY STA 6+09.18 ` 2 I D 2" WS & 4" FS 1'cETse° . _ '` A \ MAINTAIN 6.5' OF COVER. WS TOP ELEV 4951.89 PROPOSED 8" SEWER MAIN 1.5"TYPE K COPPER EASEMENT LINE 8"X4" DI FS TEE LT �\ ��\ 4 8"X4" DI ITS TEE RT- II I SEE ADDITIONAL SHEETS SEE SPIT C4.3 SEE SHT C3.5 WS SADDLE LT (TYP) STA 6+11.93 I--. --- ! FOR SERVICE DESIGN. 3 8 60' WIDE PUBLIC ROADWAY \\�'° TOP = 49 FUTURE i � - �� ....�-„-�® 1.5"TYPE K COPPER`\ \ \ \ \ `11 FS ELEV- 57.80 DRAWN BY: EWR =IS I _ BUILDING I I I I =�� ARNOLD WS SADDLE LT (TYP) \ \ WS TOP ELEV= 4957.75 REVIEWED BY:CGB /\ & UTILITY EASEMENT �. \ STA 8+28.57 PROPOSED 8' WATER MAIN •R 6"X4" DI FS TEE LT I STREET / / n /�-x STA 8+55.00 3 i L N_7„ �\ STA 8+26.07 _I I 5" DI HYDRANT PROJECT ENGINEER:CGB ' I. \\..777/// !ll�� ASSEMBLY DESIGNED BY: CGB SEE SHT C4.7 2 TYPE K COPPER - - 90' VERT. BEND - - (, C C C C C C C I c _J� - (_ \ WS SADDLE LT TYP - - MJXMJ - �I 3 C C C C C C C C ., EASEMENT LINE -9 'I '� ( g _� ��,�� PROPOSED 8" SEWER MAIN ��\� �/�, STA 8+49.50 SEE SHT C3.3 �\ �6''`� 8"X6" REDUCER \1 I~"I UTILITY EASEMENT y� yy(\ �\ 5+00 .�- II 30' WIDE PUBLIC - I v ca so ('j - c so s F-- SO (- ...- � "�\y� S - `\ W I-W. .__---- f PROPOSED 8" WATER MAIN ' ,pJ 30' &S. MAI � STA 7+73.OB-/� �-.- STA 8+44.50 �1 3 -1- 4 ! SEE SHT C4.4 - \1 UTILI EASEMENT \45' DI HORIZ. BEND 90' DI HORIZ. BEND SEE SHEET C3.3 4°j MJXMJ STA 8+31.07 MJXMJ 5 I 30' WIDE PUBLIC '�� .A TYPE K -UTILITY EASEMENT -W yy W -1M W 1 r r -� `�� \ WS SADDLE TO(TYP) I I I PPER 60' WIDE ITV EASY > I I �S> _ N J -- -u "' '- u- \ 2" PROPOSED 2" W8 & 4" FS ARNOL - - - I c& PUBLICS UTILITY EASEMENT -_- - - _ -,., -- J� ... STA 8+33.17 -__ MAINTAIN 6.5' OF COVER. - ' - - SEE ADDITIONAL SHEETS - - l - 8"X4" DI FS TEE RT L. � �I PROPOSED MAINTAIN 6.5' OF F& 4" FS 0 ,. _ .FSRTOPRELEV=VICE E 4I957.96 e - ------WS TOP ELEV= GN. -- �' - ARNOLD STREET WATER MAIN PLAN SEE ADDITIONAL SHEETS STREET D V-- _- ( FUTURE L7I1.OFFICE 4957.67 ® " HORZ. SCALE: 1" = 30' /�' FIRE WATER SERVICES I I FOR SERVICE DESIGN.- �E _ G N Ly STATION SIZE LF L R COS ai 0+01.24 4" FIRE 109 L FIRE WATER SERVICES NOTES: W [� 0+03.99 1.5" WATER 110 L STATION SIZE LF L R LV 1+05.73 4" FIRE 96 L 6+09.18 4" FIRE 102 L 1. EXISTING UG INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO 5. INSTALL JOINT RESTRAINTS ON ALL JOINTS & FITTINGS WITHIN 10' FEET OF ALL 1+08.73 1.5" WATER 101 L 6+11.93 1.5" WATER 107 L THE BEST INFORMATION AVAILABLE TO ENGINEER. THE ENGINEER DOES NOT GUARANTEE FITTINGS, OR AS SPECIFIED ON PLANS, EXCEPT FOR DEAD END LINES. 1+88.17 4" WATER 49 R 7+19.56 2" WATER 97 R THE ACCURACY OF SUCH INFORMATION. SERVICES LINES (WATER, POWER, GAS, STORM, Z SCALE SEWER, TELEPHONE & MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. 6. INSTALL JOINT RESTRAINTS ON ALL JOINTS & FITTINGS WITHIN 30' OF 8" DEAD ENDS. 1+91.17 " FIRE 49 R 7+22.59 4" FIRE 95 R 0 75 30 60 2+14.23 4" FIRE 97 L 8+28.57 " WATER 27 L 2. ENSURE ALL NEW CONNECTIONS ARE WATER TIGHT. 7, MAX DEFLECTION FOR 8" DUCTILE IRON PIPE 5' FULL LENGTH OF PIPE. (� 2+17.23 1.5" WATER 102 L 8+28.57 4" FIRE 27 L 1"=30' 3+57.33 95 L 8+31.07 2" WATER 49 R 3. EXISTING UTILITY DEPTHS ARE ASSUMED. CONTRACTOR TO VERIFY DEPTH OF UTILITY W 3+60.08 4 AT R 100 L 8+33.57 4" FIRE 49 R 8. MAINTAIN 6" VERTICAL SEPARATION BETWEEN WATER MAINS AND UTILITY SERVICES. rre�4 PRIOR TO CONSTRUCTION. IF CONFLICT EXISTS CONTACT DESIGN ENGINEER FAR ENOUGH IN W DATUM 4+65.83 4" FIRE 96 L ADVANCE TO RESOLVE CONFLICT WITHOUT CREATING DELAY IN CONSTRUCTION. 9. MAINTAIN 18" VERTICAL SEPARATION BETWEEN WATER MAIN AND EXISTING UTILITY MAINS NAD83 4+68.58 1.5" 101 L AS SPECIFIED ON PLANS. 4. BACKFILL& COMPACT TRENCH FROM REMOVAL OF SANITARY SEWER & WATER MAIN PER CITY OF BOZEMAN STANDARDS WITH CLEAN NATIVE BACKFILL Q M 4970 0 4970STA 3+25.7 V� x Z HYD. ASSEMBLY STA 8+55.00 - -- - --BURY LINE 4969.94 4960.13 STA 4+67.09 8.0' BURY DEPTH STORM SEWER CROSSING _ ___ -HYD. ASSEMBLY V'd INV. M SEWER STA 6FS TEE BU BURY DEPTH FINISHED GRADE 8"X4" FS TEE BURY LINE '-rrro;-3z (~ STA 2+22.28 EXT'G GROUND _ - -- - -- STA 7+73.08 IN�495V. 60e7` --- 4964.19 SEWER MAIN CROSSING0-4 4960 __ INV. 4950.66 STA 8+31.07 4960 � STA 2+17.23 - STA 3+25.89 - - - - - - - - - - - - 6.5 - - - - - 45 - _.. IN __ __ STA 5 00 _ _ _ _ ,'^BE,6 2" WS SADDLE N _ _ _ MM7M INV -+ - „SADDLE 8+5 COVER 4955.26 Y'"""'�� - - 90 VERT. BEND STA 0+20.04 f STA 2+79.54 STA 4+91.03 4956.04 W 1.5" WS SADDLE INV. RT." STA 0+00.00 STORM SEWER CROSSING INV.4949s�+ STA 2+75.54 8"X6" HYD. TEE-- - .-_ _____--__ 11.25' HORIZ. BEND_._. ----- 4956.19 90' HORIZ. INV. 4953.91 6"X6' TEE' INV. 952"" 4948.44 11.25' VERT. BEND " ." INV. ^--'-- Q "�",� INV. 8" DI CLASS 51 WATER MAIN 4952.69 _ - .-__ _ .._.-.STA 8+49 50 N BEND �-- - INV. -r�r-rr- � - -- - -- -4952.24 --- ��_ EDUC z � STA 2+14.48 4952.13 _ __ STA 7+22.59 - INV. "�ooz'r (Ij INV.a948A§ _ - -8"X4' FS TEE 4952.12 --,,..,_- STA 8SADDLE R `ems a E'� t��a 8 X6 ER 2" WS SADDLE 4949.36- - - - _ - - - - - - INV.-4§48-55- STA 5+91.27 STA 6+45.66 8"X4" FS TEE 4956.19 INV.+}955�9 - 8" DI CLASS 51 WATER MAIN - - 4948.45 STA 3+60.08 STA 4+68.58 11.25' HORIZ. BEND 8" GATE VALVE INV.i954�8- 4955.89 4950 4950 1.5" WS SADDLE 1.5"WS SADDLE INV. 'moo=� INV.#953.80 4953.76 4954.85 Zw o " _ INV. 491 ""_"83 -,,,,._ __ INV.�s 4953.21 STA 8+28.57 STA 0+03.99 STA 1+05.73 - �2TAWS+SADDLE STA 2+77.27 4952.21 4952.05-- STA 6+09.18 STA 6+40.66-- - 8"X4" FS TEE STA 8+44.50 a STA 1+88.17 STA 2+25.28 8"XB"TEE 1.5"WS SADOL& 8' GATE VALVE TA3+20.68 -STA 3+57.33 8"X4" FS TEE - INV.errs """"" HORIZ. BEND B"X4' FS TEE- 11.25- VET. BEND- STA 4+65.83 INV.-rarer or 4953.73 95 8 NV. ' INV. 49+9:+Ff- 8"X4" WS TEE INV.-49�2 46 8' GATE VALVE g"X4" FS TEE INV. �e "cam"^ 4954.82 ^cc'^� Q v 8"X4" FS TEE 4955.92 �'��aTT 95-2 e" 4952.13 -INV. '"`"'" •^_"•_ ��r__.-_._ 4953.32 ---- --4949.30 INV.#949-91• -__,_. INV.i948:68- INV.�}948,59- -INV.-.�c-tz __.INV. .. STA 6+35.66 - _ 4956.20 -4948.63 4948.52-- 4948.45 4952.19 4952.04 8" GATE VALVE U STA 0+01.24 STA 1+08.73 4952.20 STA 6+11.LE W -_ FINISHED GROUND ELEVATION 1.5" WS SADDLE-- 18"VET. _ INV.+19E3�6 4953.72 WATER MAIN HNVERT ELEVATION 8"X4" FS TEE 1.5" V. SADDLE SEPARATION (MIN) NV. 4953.35 9 4940 4940 INV. 949.33 INV. 62 TOP OF PIPE 4949.33 4948.62 o SHEET 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 CA"2 NEXUS POINT ARNOLD STREET WATER MAIN PROFILE WATER MAIN HORZ. SCALE: 1" = 30' PROJECT: 18-127 VERT. SCALE: 1" = 6' JI4LYY III JI Jlll.e DATE: MARCH 2020 W N N � N O r ----� �J PUBLIC UTILITY a 0 15 SCALE 3 60 IKill EASEMENT LINE /�EASEMENT LINE S E 1"s ( FUTURE 7 EASEMEN/T LINE BUILDING FUTURE I " BUILDING DATUM PROPOSED 8" WATER MAIN PROPOSED 6"FS& 4" WS 7 NAD83 I I SEE SHT C4.0 MAINTAIN 6.5' OF COVER. SEE ,I7 a� /J��/ / / N \ I, ADDITIONAL SHEETS FOR /�J o `g PRO I I - SERVICE DESIGN. FS TOP ELEV= 4951.45 / 2145 STA 4+63.66 POSED 8" SEWER MAIN MAINTAIN 66" S OOVER. SEE / SEE SHT C3.0 WS TOP ELEV= 4951.32 / °/ STORM SEWER CROSSING LI PROPOSED 6" FS & 4" WS �� / � /� � lA PiO� STA 3+88.25 �H m ADDITIONAL SHEETS FOR P� / STA 4+65.33 •°`� ' "� WS TOP ELEV- 4956.84 L�_ �I' 8"X4" DI WS TEE'LT /SEWER MAIN CROSSING F /�t Q I g I SERVICE DESIGN. 60' WIDEROADASEMENT I _ 57.12 STA 3+13.46 STA 3+85.25 - - ,ry�� 11.5 LF LT 6" DI 8'X6" DI FS TEE LT PUBLIC UTILITYHYDRANT ASSEMBLY Eli FS TOP ELEV 49 - I o� pr � STA 4+41.50 .E Al _ -.. 8" GATEVALVE 8 DI CLASS 51 WAER MAIN u p. © = 2+00 3+00 4+00 W -30' WIDE PUBLIC I -F-W --W -�W -W I- WI W W WI V SiUTILITY EIASEMENT I ,I oS M SM SM CHRISSTA O+OOAO - - - - T _L - - _ STA 3+13.46 - - - _ -8"XBTEESTA 0+19.55 "=- 8"X6" HYD. EE ___ STA 4+81.76STA 0+93.28 90' HORIZ. BEND= I 2125 (SEE SHT. C4.0 STATION2+63.71) 8" GATE VALVE _ _ 0+00) I ARNOLD- 8"X6" 9 FS TEE LT I__ - - - --- (SEE SHT C .2 STATION I I2_PLEX - 1 STA " DI F 8 I g PROPOSED 8" SEWER MAIN I c> a SEE SHT C4.2 DRAWN BY: EWR 1 0 n 60' WIDE ROAD - -- n & UTILITY EASEMENT REVIEWED BY:CGB PUBLIC UTILITY ( � I I EASEMENT LINE --- --- ---- ( �- PROJECT ENGINEER:CGB Il I - - PROPOSED 8" SEWER MAIN SEE DESIGNED BY: CGB EASEMENT LINE SHT. C3.6 � I o � �� , I � I _ � ► ; � � i ifs _ � w NOTES: 1. EXISTING UG INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO NEXUS POINT WATER MAIN PLAN o -- - THE BEST INFORMATION AVAILABLE TO ENGINEER. THE ENGINEER DOES NOT GUARANTEE HORZ. SCALE: 1' = 30' THE ACCURACY OF SUCH INFORMATION. SERVICES LINES (WATER, POWER, GAS, STORM, 9 -- m--- L - -- ;��'- �1 SEWER, TELEPHONE & IV) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. y e ee (TT� ,sp e �. _.\ �..._ ___� I Z QI L �f �4 2. ENSURE ALL NEW CONNECTIONS ARE WATER TIGHT. \ < i � 1,Li S S 3. EXISTING UTILITY DEPTHS ARE ASSUMED. CONTRACTOR TO VERIFY DEPTH OF UTILITY I I °�}''r� j- ^ e M+M ^ PRIOR TO CONSTRUCTION. IF CONFLICT EXISTS CONTACT DESIGN ENGINEER FAR ENOUGH IN \ y� I �I ^„ ADVANCE TO RESOLVE CONFLICT WITHOUT CREATING DELAY IN CONSTRUCTION. WATER SERVICES I \\ - { l L�I,I �'I ff /j �'�� I (n a STATION SIZE LF L R .- { '�� `�� 4. BACKFILL & COMPACT TRENCH FROM REMOVAL OF SANITARY SEWER & WATER MAIN PER 0+90.28 1' FIRE 40 L \ W ___IN �Q_ _�� I z CITY OF BOZEMAN STANDARDS WITH CLEAN NATIVE BACKFlLL. 0WATER 40 L � " - W 3+85.25 6" FIRE 39 L ¢ ARNOI.D tiTREE'f 1�9 5. INSTALL JOINT RESTRAINTS ON ALL JOINTS & FITTINGS WITHIN 10' FEET OF ALL 3+88.25 4" WATER 39 Le9 FITTINGS, OR AS SPECIFIED ON PLANS, EXCEPT FOR DEAD END LINES. - I 3 I A k b� i�p P4 6. INSTALL JOINT RESTRAINTS ON ALL JOINTS & FITTINGS WITHIN 30' OF 8" DEAD ENDS. r 1 7 MAX DEFLECTION FOR 8" DUCTILE IRON PIPE 5' FULL LENGTH OF PIPE. •-v I i'-� y L-� - 8. MAINTAIN 6" VERTICAL SEPARATION BETWEEN WATER MAINS AND UTILITY SERVICES. �3 I_LllI 9. MAINTAIN 18"VERTICAL SEPARATION BETWEEN WATER MAIN AND EXISTING UTILITY MAINS LJ I �III�I j- aa e AS SPECIFIED ON PLANS. {ipA\ f 4970 --- 3AT 4970 _. STA 3+13.46 _ I - _--Cv 6 _ HYD. ASSEMBLY_ STA 0+90.00 _ FINISHED GRADE SURLY S.5LINE BURY D"4xJ69:�64980.70 STA 4+SEWER MANVC4951.80 7,.1C LANTERN LANE EXT'G GROUND N EPT x10 J 6 - IN 8'X8' TEE � - _ EPT I - }} INV. STA 4+63.66 �,,,� �.. 4958.29 - _ STORM SEWER CROSSING =(� i�� ---- 4960 _ - INV. 4953.22 x ol, 4960 a/ , _ 09` W 1) ao s.s' MIN SITE OVERVIEW N V _8" DI CLASS 51 WATER MAIN COVER -'- _ "`�' ----- - --- --- -- ---- --8 S GATE+VALVE- U1 0 STA 0+90.28 INV. '9,88 MANTAIN 18' VERT. Pa + H 8"X6" FS EE -=STA 0+93.28 --- -- ------- ---- 4949.64--- SEPARATION z INV. :966.52 4956.61 8"X4" WS TEE 4950 0+19.55 4950 INV.i956ei& STA 3+13.46 CID 8" GATE VALVE 4956.57 8"X6" HYD. TEE �Qp (~- INV. 4957.86 - - - INV. '" STA 3+65.25---- STA 4+81.76 Z B'X6" FS TEE STA " WS T5 4957.67 4952.20 -.INV. 8"X4" WS TEE - 90' HORIZ. BEND 4950.85 INV' 450.80 950.80 INV. 4949.16 4949.36 - STA 4+63.88 V FINISHED GROUND ELEVATION DEFLECT PIPE AT NEAREST EWy WATER MAIN-iidVERP ELEVATION -JOINT TO MAINTAIN ALIGNMENT. INV. 4949.46 �I 4940 TOP OF PIPE 4940 t�(1 to i j t�0 N y1 N N c00 N N N N N N N m m QF�rn m QQQTTT��i"°' QQQYYY��i rn rn QQQTTT»>m rn rn rn rn rn QF�m m rn rn rn SHEET 0+00 1+00 2+00 3+00 4+00 NEXUS POINT NEXUS POINT WATER MAIN PROFILE WATER MAIN HORZ. SCALE: 1" = 30' PROJECT: 18-127 VERT. SCALE 1" = 6' AS B�.J TI:T:: DATE: MARCH 2O20 N �N Q O �y O 3 - - _ _ - --...._ � STA 4+02.42 m -- -..... c \ "X8" TEE z EASEMENT LINE ,� °V (SEE SHT. C4.2 STATION 6+40.66) 3 a m Q d I 2088 STA 3+VALVE 13 -' ARNOLD % 8" GATE VALVE PUBLIC UTILITY SCALE EASEMENT LINE ( STREET EASEMENT LINE 0 15 30 60 I c. I STA 3+28.30 J (I SEWER SERVICE CROSSING S ,w �-4 _ I"=30, PUBLIC UTILITY 1I ��STA 2+26�90 PROPOSED 8SEEASH�� i I DATUM EASEMENT LINE l I l ` -"�"' IN r I '� - --- _ - NAD83 I X4' DI FS TEE RT ��`' g !y 8 3 PROPOSED B" WATER MAIN SEE SHT C4.2 STA 2+23.90 v ® o 1 5" TYPE K COPPER ® W - m WS SADDLE RT (TYP) J �� ...` '.C�.� \ '._ _ 30 c L R MAIM 1+0 IQ WI CLASS 51 WATER r (12078 0 30' WIDE PUBLIC 2+00 PROPOSED 8" SEWER MAIN8' D y�Ir' W _H W -W UTILITY 61SEMENT� �- W -6 � SEE SHT C3.3 3 STA 0+41.00 _7_ i '� �`t '-� T - - - STA 2+69.918" GATE VALVE 'I� 45' HORIZ. BEND jr7�" STA 2+16.09 MJXMJ III i �� ail ( I STORM SEWER CROSSING I -- ST FT �.__ I STA 0+00.00 I STREET II 6 e1 8"X8" TEE 18 -,IV-) I� --- �� (SEE SHT. C4.1 STATION 3+15.57) ---- ➢�_ F--- [---------- ____ - -[_L I I 60' WIDE ROADWAY o PROPOSED 4" FS & 1.5" - "��v ti �� I DRAWN BY: EWR & PUBLIC UTILITY WS MAINTAIN 6.5' COVER. SEE ADDITIONAL SHEETS I r REVIEWED BY:CGB EASEMENT 1 ( ( FOR SERVICE DESIGN. QQQQ L.-�, II 1 S B _.. GO - u ) I G_ PROJECT ENGINEER:CGB I I� )"-1 r T 3- 1P f ln\ .L I U DESIGNED BY: CGB < ((ll I F NEXUS POINT WATER MAIN PLAN EL err - S NOTES: r' HORZ. SCALE: 1" 30' i. 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, SEWER, TELEPHONE &N) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. 2. ENSURE ALL NEW CONNECTIONS ARE WATER TIGHT. W W _`�� W n 17V$[W6�V.V1 h"V'IKIE7:]" i'� li J a 3. EXISTING UTILITY DEPTHS ARE ASSUMED. CONTRACTOR TO VERIFY DEPTH OF UTILITY PRIOR TO CONSTRUCTION. IF CONFLICT EXISTS CONTACT DESIGN ENGINEER FAR ENOUGH IN _ ADVANCE TO RESOLVE CONFLICT WITHOUT CREATING DELAY IN CONSTRUCTION. WATER SERVICES I C; STATION 1 SIZE LF L RI' W W' 4. BACKFILL & COMPACT TRENCH FROM REMOVAL OF SANITARY SEWER & WATER MAIN PER 2+23.90 L5" WATER 144 R CITY OF BOZEMAN STANDARDS WITH CLEAN NATIVE BACKFILL 2+26.90 4" FIRE 149 R I� - 5. INSTALL JOINT RESTRAINTS ON ALL JOINTS & FITTINGS WITHIN 10' FEET OF ALL FITTINGS, OR AS SPECIFIED ON PLANS, EXCEPT FOR DEAD END LINES. 6. INSTALL JOINT RESTRAINTS ON ALL JOINTS & FITTINGS WITHIN 30' OF 8" DEAD ENDS. 7. MAX DEFLECTION FOR 8" DUCTILE IRON PIPE 5' FULL LENGTH OF PIPE. 1, L. - ��, �q\� -}Q - ( '� S. MAINTAIN 6"VERTICAL SEPARATION BETWEEN WATER MAINS AND UTILITY SERVICES. I \\�� \i y 9. MAINTAIN 18" VERTICAL SEPARATION BETWEEN WATER MAIN AND EXISTING UTILITY MAINS AS SPECIFIED ON PLANS. Hf II 1 LANTERN LANE N 4970 U in °p 4970 t+� FINISHED GRADE cg EXT'G GROUND In oll W - - ----- --- H W H - - - rn co � STA 2+16.09 4960 STORM SEWER CROSSING 6.5' MIN 4960 INV. 4958.16 COVER �---- - - STA 3+61.7 ►7 O ^ 8" DI CLASS 51 WATER MAIN ...-. __8' GATE VALVE W INV.4963:96 4953.86 bpi STA 0+00.00 STA 0+41..00 STA 2+23.90 __ _ ^ O N 8"X8" TEE -- 8" GATE VALVE ----- 1.5' WS SADDLE STA 4+02.42- 4950 NV. 495514 INV. '' cvr INV. i954+H 8"X8"TEE O�/� U 4955.12 4955.01 4954.6 INV.�z 4950 0-4 (r� STA ORI .91 �d FINISHED GROUND ELEVATION STA 2Fs TEE " 4953.73 --45' HORIZ. BEND STA 3+28.30 vi 8NV. FS TEE INV- 95$ " SEWER SERVICE CROSSING WATER MAIN 1NVER+ELEVATION INV. "�4c °O 4945 TOP OF PIPE 4954.67 - 4954.35 INV. 4951.72 4945 ,yJ�¢N+' .0 au OI O� Obi Q�Obi 01 W T N N O� m Obi N TTYY SHEET 0+00 1+00 2+00 3+00 4+00 4 NEXUS POINT NEXUS POINT WATER MAIN PROFILE WATER MAIN HORZ. SCALE: 1" = 30' � I PROJECT: 18-127 VERT. SCALE: 1" = 6' AS B aJLQ DATE: MARCH 2O20 N W� STEEL POST MARKER o N PAINTED BLUE o LOCATION OF CURB BOX m OR AS SHOWN ON PLAN—\ z v a 0 8' MAX 1 �TO BACK MOF CURB NO COUPLINGS OR OTHER JOINTS ALLOWED ON CURB BOX 2 5 SERVICE PIPE FROM CORP. STOP TO CURB STOP INSTALL PLUMB WITH PUMPER NEW HYDRANT, FOR 3/4" AND 1" SERVICES. STRAIGHT COPPER 6.5' MIN. PROVIDE 5' MUELLER SUPER PIPE SHALL BE USED FOR 1 1/2"AND 2" COVER STATIONARY NOZZLE FACING STREET N CENTURION 250 SERVICES 8' ROD IN ALL CURB z� BOXES v)a) MIN. 4'- 0" CLEAR ALL AROUND TAP BY CONTRALTI --EASEMENT N nI ELEVATIONS AS SHOWN (TREES, HEDGES, BUSHES, ETC.) ON PLANS OR 0.2' ABOVE TOP OF CURB GRADE O ADJUSTABLE SCREW SEE DETAIL CUR STO TYPE VALVE BOX BELOW WATERMAIN E BASE MATERIAL GROUND LIN WITH UD UNDISTURBED CORPORATION STOP SELECT BACKFILLM AREA (SEEz EARTH6.5' MIN. DETAIL OF A SP CATIONS) ERVICE PIPE CO ER PROPERLY INSTALLED , ririlriiri�rrr�rr r, SIZE PER PLAN CORPORATION STOP. r�rrr�iirjirrjrrriirri�i TAP MAIN AT aT r rr rrr rr:rrSrirrr �. -CON RETE SPRINGLINE \� -•��,•ya�r r .y. BLOCK TO MAIN LINE \'\\ TRENCH BOTTOM z A' JOINT AS REQUIRED FOR GENERAL NOTES: io � �cEgSc N\ PIPE SPECIFIED 1. WATER SERVICE LINES SHALL HAVE A MINIMUM 6 1/2 FOOT COVER MEASURED FROM THE EXISTING GROUND SURFACE, EXCEPT THAT COVER SHALL BE MEASURED FROM CENTER LINE STREET GRADE WHEN SERVICE LINES ARE MIN. 1/2 CUBIC YARD WASHED EW 6"AUXILIARY GATE VALVE LAID TO A STREET SIDE WHICH HAS AN UPHILL SLOPE. WATER SERVICE LINES DRAWN BY: EWR GRAVEL 'FLANGE JOINT SHALL HAVE A MAXIMUM 7 1/2 FOOT COVER AT CURB STOP. REVIEWED BY:CGB 2. WATER SERVICE LINES SHALL BE INSTALLED WHERE SHOWN ON THE PROJECT ENGINEER:CGB -MEGA—LUG OR APPROVED EQUAL JOINT RESTRAINTS MAY BE USED IN LIEU OF CONCRETE THRUST BLOCK DRAWINGS OR AS SPECIFIED. DESIGNED BY: BRB 3. BEDDING SHALL BE 1" DIA. MAXIMUM WITHIN 6" OF SERVICE PIPE. 4. INSTALL CURB STOP SO THAT OPERATING KEY IS PARALLEL TO STREET IN OFF—POSITION. CIO I DETAIL 2 DETAIL � �.o FIRE HYDRANT C.O.B STD. DWG. NO. 02660-4 ce.o WATER SERVICE LINE C.O.B. STD. DWG. NO. 02660-6 W NOTES: (� NOTE: WHERE TRENCH PASSES THROUGH EXISTING PAVEMENT THE ONLY FITTING ALLOWED BETWEEN FIRST OS&Y VALVE AND BACKFLOW PAVEMENT SHALL BE CUT ALONG A NEAT VERTICAL LINE A MINIMUM ASSEMBLY TO BE 90' BEND. OF 12" FROM THE EDGE OF THE TRENCH OPENING. WHERE NEAT W LINE IS LESS THAN 3' FROM EDGE OF EXISTING PAVEMENT OR CURB NO PRESSURE GAUGES OR PRESSURE GAUGE FITTINGS WILL BE ALLOWED (� AND GUTTER SECTION. ON THE TEST PORTS OF ANY BACKFLOW ASSEMBLY. COS REMOVE AND REPLACE ENTIRE PAVEMENT SECTION BETWEEN TRENCH AND EDGE OF PAVEMENT. FIRE SERVICE RISER OR WATER SERVICE RISER MUST BE A MINIMUM OF 2' FROM -- i' WATER BOX TOP SECTION ANY OUTSIDE WALL AND A MINIMUM OF 1' CURB BOX FINISH GRADE EXISTING FROM ANY INTERIOR WALL. PAVEMENT ae� SURFACE 12„ MIN. GROUND SURFACE OS&Y VALVE MIN MUELLER I I--I - -I 11=11I-1 II��- H-15428 =III-III - �IIf =1119 W STRAIGHT GAL AN GALVANIZED SLOPING, BENCHING OR OR BRASS CAP - SUPPORT SYSTEMS IN THIS AREA TO CONFORM TO O.S.H.A.* rs TYPE "A","B"."C" REGULATIONS MIN. 1—FOOT AND MAX. 6.5' TRENCH BACKFILL a 12" MINIMUM 1"— MINUS COMPACTED CLRNCSH E BETWEEN MIN CRUSHED ROCK, PLACED AND COMPACTED PER CITY OF BOZEMAN STDS. OF FLANGE OF OS&Y VALVE OR METER VALVE. 6"-MINUS PIT RUN. PLACED AND COPPER y b COMPACTED PER CITY OF BOZEMAN STDS. 1/4 BEND SERVICE �d 4" OR LARGER CL 51 FLANGE TO BE THREADED ON COMPRESSION LINE 6" INSTALL DETECTABLE WARNING TAPE STANDPIPE. MJ TO FLANGE COUPLING M DI PIPE ADAPTORS NOT ACCEPTABLE 18" DEPTH 3/4" MIN REDI ROD, WATER MAIN (i SELECT TYPE I BEDDING MATERIAL PLACED INSTALLED IN EVERY OTHER 4 IN 6" LAYERS AND COMPACTED THOROUGHLY AVAILABLE M.J. BOLD HOLES $ AS SPECIFIED IN SECTION 02221. (TYPICAL) - 5/8" ROADS INSTALL WATER = W w 00 ACCEPTABLE FOR 4" LINES. MECHANICAL JOINT TIGHT SLEEVE �n AT FLOOR j PENETRATION PER CURB STOP DRAINPROV HOLE.DI BACKER 3^ m_ NFPA CODE. TYPE II PIPE BEDDING WHERE 2" COPPER SERVICE LINE REQUIRED FOR SOFT OR 4" DIA. 90' BEND OR FILL WITH WASHED y ROCK TRENCH WIDTH=O.D. CORPORATION STOP G w OF PIPE PLUS 2' SUBSTABLE FOUNDATION. LARGER, MJXMJ WITH ? W THRUST BLOCK PER INSTALL TAPPED BLIND MIN. TRENCH WIDTH=3.5' N COB STD DWG 02660-13 e Q N FLANGE W/ 2" ORIFICE, � O WATER MAIN FLANGED END ADAPTOR AND a o OFa *SEE O.S.H.A. CONSTRUCTION STANDARDS FOR EXCAVATION TAPPING TEE & VALVE, OR CORP STOP U INSTALL VALVE AT PROPERTY LINE OR EASEMENT LINE 0�4 H .-. (TYPICAL FOR ALL RISER CONFIGURATIONS) N THRUST BLOCK SHEET a DETAIL 4 DETAIL 5 DETAIL �6•® �o TYPICAL UTILITY TRENCH DETAIL WATER SERVICE LINE FOR SIZES 4"AND LARGER �•o TYPICAL BLOWOFF NEXUS POINT C.O.B. STD. DWG NO. 02221-1 C.O.B. STD. DWG NO. 02660-12 C.O.B. STD. DWG NO. 02660-7 CIVIL DETAILS taj i PROJECT:18-127 �S nU DATE:MARCH 2O20 SIDEWALK 0 N N � o0 ° ROADWAY BACK OF 2" PREFORATED SQUARE TUBE > 18" DIAMOND BLACK PANEL WITH 9 RED m CURB Q 24"-,�• POST(14 GAUGE) a � I REFLECTORS, 3" MIN. SIZE - NUMBER OF PANELS 3 AS REQUIRED BY THE DIRECTOR OF PUBLIC SIGN BLANKS MOUNTED a B. PT SERVICE BACK TO BACK ON POST FASTEN POST TO SLEEVE WITH MI6" o t24 _ CORNER BOLT(A325) 1 Yz" ABOVE1' (TYP) FINISH GRAGE. INSERT BOLT HEAD DOWEL W{jH 24" NO.5 < EXp N ••••• • ••• FINISH REBAR, 3 INTO BACK JOINTS • • • • MPCTFINISH .PINSERT DRIVEORIVET NTODOF CURB, 3" CLEAR N C �, " • • 2' (MIN)- GRADE OPPOSITE SIDE. w A ,Oo0c 2% MAX. 2" PERFORATED SQUARE TUBE POST Z0000o A (TELSPAR OR APPROVED EQUAL) 4,. o�_ MIN 5' gSS Boo LANDING 5' OR 10' SIDEWALK (TYP.) ROADWAY GRADE 48 MIN. 2 Y4" X 30" 12 GAUGE d 000 N 2" PERFORATED NON-PREFORATED SQUARE TUBE SIGN g0000 24" Min 1:20 MAX. SQUARE TUBE POST SLEEVE (TELSPAR "QUIK o d 000. POST(TELSPAR PUNCH" OR APPROVED EQUAL) 0000000eoo OR APPROVED 7' (MIN) REINFORCE CONCRETE IN RA PS WITH 000000oo0o EQUAL) 24 FIBERMESHAT A RATE IF 1 7 2 Ibs. C.Y. oo o o oo olo oo OR WITH 6x6x10 GAUGE WIRE MESH OWEL SIGN POST C SEE PLAN FOUNDATION AS PER o o a� C.O.B. STANDARD • Z DRAWING 09810-1 INSERT SIGN POST 18" INTO SLEEVE 6" THICK 0" (TYP M-4000 CONCRETE ANCHOR CONCRETE SURFACE R = 15' OR AS INDICATED ON PLANS "EXPANSION Flow line SIGN BLANKS SHALL BE CONSTRUCTION GRADE RAMPS TO BE CONSTRUCTED WITH DETECTABLE JOINT ALUMINUM, 0.08 INCH THICK, WITH ENGINEER SIGN POST FOUNDATION DETAII, G WARNING SURFACES COMPLYING WITH ADAAG, GRADE REFLECTIVE SHEETING ATTACH SIGNS TO POST WITHCOVERING THE ENTIRE WIDTH OF THE RAMPS. STORM DRAIN INLET DRIVE RIVETS (MIN. 2 PER SIGN)ONE CORNER OF THE DETECTABLE WARNING MUST BE (TYPICAL LOCATION) WITHIN 8" OF CUTER FLOW LINE; NO OTHER POINT ON THE LEADING EDGE OF THE DETACTABLE WARNING 7� MAY BE MORE THAN 5' FROM THE FLOW LINE. 12" 5'-0" 12" //L- DETAIL 'DETAIL IN TOP OF CURB C6.1 DEAD END BARRICADE Cb.1 TYPICAL SIGNAGE DRAWN BY:JPS TRANSITION TO NORMAL SIDEWAL C.O.B. STD. DWG. NO. 09610-2 N.T.S. LEVATION. DISTANCE VARIES. REVIEWED BY:CGB ..�-95" SIDEWALK • - � PROJECT ENGINEER:CGB NO LIP II 5' SIDEWALK 5.5" NO LIP 3I FLOW LINE 5.5' DESIGNED BY: BRB w 1.12 MAX. LANDING SECTION B-B 1:20 M NO SCALE FINISHED GRADE SURFACE EP EP 6" 6" CONCRETE *VAROIPE _ RCP ARCH CULVERT ASPHALT 1' MIN. BURIAL STANDARD CONCRETE -� CONCRETE FLARED 6 CURB SECTION ION 112" DEPRESSED - END SECTION SlDttwWALK LANDING �3" GRAVEL BASE (TYPJ COMPACTED EXISTING GRADE SECTION A-A :.. BASE ROCK i 6" TO 12" DIA. NO SCALE I I I RIPRAP AT OUTLETCIO SECTION C-C �OMPACTEDNO SCALE 7" M-4UBGRADE 'tea CONSTRUCTION NOTES: CONCRETE, REINFORCED WITH #4 BARS ON 2'x2' 1. STANDARD APPLIES TO NEW CONSTRUCTION, WITH MAX. CURB R=15', AND MIN. 5.5' BOULEVARDS. Fi 2. NOTES: RAMP AND CURB CAN BE POURED MONOLITHICALLY. GRID 3. STORM DRAIN INLETS SHALL BE CONSTRUCTED "UPSTREAM" OF RAMPS. ALTERNATIVE LOCATIONS PERMITTED ONLY UPON CITY ENGINEER'S APPROVAL. 1. P.C.C. SHALL BE 4,000 PSI 0 28 DAYS. CONCRETE (� 4. RAMP WIDTH SHALL BE 5' MINIMUM. TO BE PLACED ON APPROVED SUBGRADE AND BASE ROCK. 5 DETAIL. 5. SIDEWALK CROSS-SLOPES SHALL NOT EXCEED 2%. 2.CONTRACTION JOINTS SHALL BE PLACED AT 10' C6.1 ARCH CULVERT ELEVATION N.T.S. 1 DETAIL INTERVALS AND SHALL EXTEND A MINIMUM OF 20% O �•I PEDESTRIAN RAMP THROUGH THE CONCRETE. p�.) COB DETAIL NO. 02529-8 3.ASPHALT PAVEMENT SHALL BE PLACED TO ENSURE NO PONDING ADJACENT TO CONCRETE SWAUE. s DETAIL z4" �� CONCRETE VALLEY GUTTER .5 DEPRESS CURB TO THIS LINE NTS I 1 2" FOR CURB DROP. CAST IRON TACTILE SURFACE (TYP.) 1/2" PER 1' SLOPE TOPSOIL n SPILL CURB " Lm P> CATCH CURB 4.5' 3.4"TO 1' L PE 1.5 --I ................. 1 "I- ilm a a a P= �5" VARIES -9" - °as a ° 6' VARIES-]- CRUSHED Tllml I a°' O O O O O O O O O O O O O O O O O O GRAVEL BASE - 3" MIN. NOTE. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4"THICK P.C.C. FOR 5' WIDE SIDEWALKS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 WINGS ADJACENT TO BOULEVARD ARE 18" O O O O, O O�,O O,�O,.O 000000000 O O O O 6" THICK P.C.C. FOR 6' &10' WIDE SIDEWALKS O O O o, �� ,o O o o WINGS ADJACENT TO CONCRETE SURFACE ARE 6' SUB-BASE COURSE AS REQUIRED a ° !-lll a II L1 1Tj-lIl-ITT- 3" COMPACTED CRUSHED VARIES-72 P » l0 I� IL III III III III Ill IW'W,W W,,,II �]I1mIII mTj_In.,TI-T-ID-ID ROCK BASE llm �lldw Q Q] I�-llIJj- COMPACTED SUBGRADE COMPACTED SUBGRADE -TI T-I-T ITI ITI NO LIP - TI=111 0 �+ NOTES. r�'--T__=_ i_m 1.CONCRETE SHALL BE CLASS M-4000. 5.1/2" EXPANSION JOINT MATERIAL SHALL BE PLACED !_ N AT ALL P.C.S., P.T.S., CURB RETURNS AND AT NOT = H� 2.SUBGRADE OR BASE COURSE COMPACTION SHALL MORE THAN 300' INTERVALS. THE EXPANSION NOTE: ex" MIN. 3" OF 1" CRUSHED ROCK BASE CONFORM TO SECTION 02234 (MPWSS) MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH 1. CONCRETE DEPTH FOR STD. SIDEWALKS SHALL BE 4" MIN. SECTION THROUGH RAMP ` 00 OF THE CURB AND GUTTER. 2. SIDEWALKS SHALL SLOPE AWAY FROM STRUCTURES AND BUILDINGS AS SHOWN 3.CRUSHED BASE SHALL MEET THE REQUIREMENTS OF NO CURB AND GUTTER SHALL BE PLACED WITHOUT ON GRADING PLAN. MAXIMUM CROSS SLOPE - 2% u � ^ . = 325 SECTION 02235 (MPWSS) 6 3. CONCRETE SHALL BE 4,000 PSI 0 28 DAYS. OR HIS REPRESENTATIVE. A FINAL FORM INSPECTION BY THE CITY ENGINEER 4, CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS EQUIVALENT TO THE NOTES: vs 7 4.CONTRACTION JOINTS SHALL BE PLACED AT 10' WIDTH. 1. TRUNCATED DOME PANELS PER CITY OF BOZEMAN STDS � pp INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF 5. EXPANSION JOINT MATERIAL SHALL BE PLACED AT 50' INTERVALS AND AS 2. ALL RAMPS AND ACCESS WAYS SHALL CONFORM TO THE 3/4"AND MINIMUM WIDTH OF 1/8". SHOWN ON ADDITONAL DETAILS. AMERICANS WITH DISABILITIES ACT (ADA). - i �DETAIL. DETAIL s DETAIL SHEET C5.1 ADA ACCESSIBLE RAMP C6.1 INTEGRAL CONCRETE CURB&GUTTER l CONCRETE SIDEWALK C6"1 C.O.B. STD. DWG.NO. 02528-1 N.T.S. N.T.S. NEXUS POINT CIVIL DETAILS AS UIT T PROJECT: 18-12 11�s ` DATE:MARCH 2020 INLET CASTING STANDARD Q M M D&L I-3517 FRAME AND COVER TO BE EITHER D & L A-1172 WITH 1" COVER, MCI 305 CASTING & COVER a N OR APPROVED EQUAL FRAME, 305A COVER, OR IFCO 772 FRAME, 772-B COVER OR DEFTER 1025. 0 0 COVERS SHALL HAVE TWO 1" PICK HOLES. m 5/8" SMOOTH ROD CENTERED IN FLAT SLAB COVER z 0 0 95 OPENING ADJUSTABLE, ------- o a ADJUSTING RINGS 2" MIN., 12" MAX. - ------- AS REQUIRED NOTE: ALL JOINTS BETWEEN MANHOLE SECTIONS, MANHOLE RING & TOP SECTION, AND AROUND w SEWER PIPE INTO MANHOLE SHALL BE WATER- >, 24" OR� TIGHT. JOINTING MATERIAL SHALL BE "RAM-NEK" m n OR EQUAL FOR ALL JOINTS EXCEPT BETWEEN r 27" OPENING SEWER PIPE AND MANHOLE WALL. 2 0 Ln to ow 24" Z N o a F p MANHOLE STEPS AT ° w w 3 cn ( g 16" CENTERS PRECAST REINFORCED CONCRETE MANHOLE RISER o p AND COVER MANUFACTURED IN ACCORDANCE p ~ WITH ASTM DESIGNATION C-478. O J Z Z N BLOCK OUT FOR uj F PIPING. SEE V) m ca GRADING PLAN FOR a E o AS REQUIRED ACTUAL PIPE > 0 LOCATIONS G -- CUTOUTS AS REQUIRED 18" SUMP N0 g 9 0 o 00 w w DRAWN BY:JPS to U a a .,d PRECAST OR POURED-IN-PLACE BASE. REVIEWED BY:CGB w 6" BASE A POURED-IN-PLACE BASE, MINIMUM PROJECT ENGINEER:CGB CONCRETE THICKNESS BELOW PIPE IS DESIGNED BY: BRB CHANNEL = DIA. OF PIPE 8 INCHES. PRECAST BASE, MINIMUM THICKNESS IS 6 INCHES. DETAIL " �•z STANDARD CURB INLET A N.T.S. RADIUS OF MANHOLE SLOPE AT i"PER FOOT. ONANNEL TO FU� PIPE DEPTH. NOTE: STORM DRAIN MANHOLES SHALL DIA. OF S ER PIPE NOT HAVE FORMED CHANNELS AND THE v.1 LOWEST PIPE INVERT SHALL BE 9" HIGHER THAN BOTTOM OF MANHOLE. a 2 DETAIL SECTION A-A _ az STANDARD STORM DRAIN MANHOLE O N.T.S. GRATE: HOT DIPPED GALV. BOTTOM SLAB AND WALLS ARE MONOLITHIC 2" X 3/8" STEEL FLAT BAR BUILT TO ASTM C-478 SPECIFICATION ® 4" O.C. W/ 3" X 2" X 1/4" ALL LIFTING EYES IN EACH SECTION MUST BE ANGLE AND STAINLESS ANCHORS. USED OVERSIZED OPENINGS FOR PIPE - O.D. + 2"CONTRACTOR TO GROUT ANNULAR SPACE REINFORCEMENT #4 REBAR ® 12" CENTER TO CENTER EACH WAY AND CENTERED IN WALL CONTRACTOR TO TRIM PIPE ENDS TO MATCH INSIDE OF STRUCTURE a.:. 12" ELEV. - 30" PVC ob'.: SEE PLANS 6"WALL a N Fil w a 00 6" TOPSOIL AND SEED A �— ROUND GRADE BREAKS a 00 INV.INELEV. 30" DIA. 6" FREEBOARD 4 MAX. SLOPE 1 4 W SEE PLANS w. PVC —�1 °� O � o 18 18" MAX DEPTH O o FLOOR ELEV. NAN TOP VIEW r F 6" SLAB SEE PLANS SIDE VIEW VARIES DETAIL DETAIL SHEET �•2 36"x48"INLET/OUTLET STRUCTURE az RETENTION BASIN CROSS SECTION C6,2 WITH FABRICATED STEEL GALVANIZED GRATE,NTS N.T.S. N.T.S. NEXUS POINT CIVIL DETAILS �S BUILT T , PROJECT:18-127 1�.JI .Illlr DATE:MARCH 2020