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HomeMy WebLinkAboutLincoln Street Road & Water & Storm Main Extension Record Drawings LINCOLN STREET PLAN INDEX SHE DESCRIPTION ROAD & WATER & STORM MAIN 1-1 COVER SHEET& NOTES TESTING NOTES ET 1-2 BENCHMARKS 1. COMPACTION TESTING IS TO BE COMPLETED BY THE CERTIFYING ENGINEER, MEETING CITY OF BOZEMAN STANDARDS. ADDITIONAL TESTING DUE TO FAILING TESTS ARE AT THE EXPENSE OF THE W-1 WATER PLAN & PROFILE EXTENSIONS ST-1 STORM PLAN & PROFILE 2. THE CONTRACTOR IIS O PROSTINVIDE A SCHEDULE TO THE ENGINEER IN ORDER FOR THEM TO COMPLETR-1 ROAD PLAN & PROFILE ROADWAYS - TESTED AT 50' INTERVALS FOR EACH LIFT BOZEMAN, MONTANA SIGN-1 STRIPING &SIGNS TRENCHES - TESTED AT 200' INTERVALS FOR EACH LIFT SIDEWALK SUBGRADE - TESTED AT 200' INTERVALS L-1 LIGHTING 3. CONCRETE TESTS SHALL BE PERFORMED FOR EVERY 50 CYDS OF CONCRETE PLACED WITHIN D-1 DETAILS THE RIGHT OF WAY. THE CONTRACTOR IS TO GIVE THE ENGINEER 24 HOURS NOTICE PRIOR TO PLACING CONCRETE TO AID IN THE SCHEDULING OF TESTING. PREPARED FOR: TAYLOR PROPERTIES INC. D-2 DETAILS D-3 DETAILS GENERAL NOTES 1. ALL CONSTRUCTION WORK ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, SIXTH EDITION, 2010 MPWSS AND 2011 CITY OF BOZEMAN MODIFICATIONS TO MPW INCLUDING ALL PREPARED BY: " 1 ADDENDUMS. NE S 1 S 2. WATER MAIN PIPE MATERIAL SHALL BE AS SPECIFIED ON THE PLANS. ALL WATER MAIN SHALL BE INSTALLED WITH A MINIMUM COVER OF 6.5 FEET WITH RESPECT TO FINISHED GRADE UNLESS NOTED OTHERWISE. NGINEERING, INC. 3. MAINTAIN 18" (VERT.)SEPARATION BETWEEN ALL WATER MAIN AND ALL SEWER MAIN. + '�•••�•^' +�-^•++ 4. THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO EXCAVATION, AS DETERMINED BY OWNER AND THE ENGINEER. 5. THE LOCATION, DEPTH AND SIZE OF EXISTING UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY THE EXISTENCE, LOCATION, DEPTH, SIZE, LINE AND GRADE OF EXISTING UTILITIES CONNECTIONS PRIOR TO VICINITY CIF T p Y�p CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE OR PROVIDE PROPER PROTECTION WHEN LOCATION IS KNOWN. �/I VI ITY Ig/III /w 4-s 6. A LIST OF REPRESENTATIVES TO CONTACT FOR INFORMATION REGARDING FACILITIES IS AS FOLLOWS: tl 1 d�AIL 1 1NJILL,1 MONTANA ONE CALL SYSTEM 1-800-424-5555 A_ NORTHWESTERN ENERGY 1-406-582-4608 CHARTER COMMUNICATIONS 1-406-570-0935 CENTURY LINK 1-406-585-2340 *:. CITY OF BOZEMAN WATER DEPARTMENT 1-406-582-3200 7. THE CONTRACTOR SHALL ADJUST ALL VALVE BOXES, CURB BOXES, AND MANHOLES TO FINAL GRADE UPON COMPLETION OF ALL CONSTRUCTION. ANY BOXES OR MANHOLES DAMAGED OR OTHERWISE DISTURBED BY THE CONTRACTOR OR ANY SUBCONTRACTOR SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. THIS WORK SHALL BE INCIDENTAL TO THE PROJECT, SEPARATE PAYMENT WILL NOT BE MADE. f 1 8. ALL BACKFILL FOR UTILITY TRENCHES SHALL BE TYPE "A", UTILIZING TYPE 1 BEDDING FROM 4" BELOW TO 6" ABOVE PER DETAIL 02221-1 UNLESS DIRECTED OTHERWISE BY ENGINEER. THE COST OF THIS BEDDING SHALL BE INCLUDED IN THE UNIT PRICE BID FOR WATER, STORM, AND SEWER MAIN. �'- 9. ALL VALVES SHALL BE INSTALLED WITH THRUST BLOCKING OR MECHANICAL RESTRAINTS, AND VALVE BOXES IN ACCORDANCE WITH MPWSS AND AND C.O.B. MODIFICATIONS. ANY EXISTING OR NEW VALVES WHICH CONTROL THE C.O.B.'S WATER SUPPLY r- SHALL BE OPERATED BY C.O.B. PERSONNEL ONLY. l f 10. ALL FIRE HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH C.O.B. STD DWG NO 02660-4. 11. ALL FITTINGS INCLUDING BENDS EQUAL TO OR GREATER THAN 22-1/2 DEGREES, TEES AND PLUGS SHALL BE THRUST BLOCKED IN CONFORMANCE WITH MPWSS DETAIL 02660-1, OR MUST HAVE MECHANICALLY RESTRAINED JOINTS AS INDICATED ON C PROJECT AREA SHEET W-1 FOR AN ESTIMATED TESTING PRESSURE OF 200 PSI. THRUST BLOCKS ARE NOT GENERALLY SHOWN ON THE DRAWINGS. � [ '_•� t 12. THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST AND EROSION DURING CONSTRUCTION AT HIS OR HER EXPENSE. STREETS SHALL BE WATERED TO CONTROL DUST WHEN ORDERED BY THE ENGINEER. EROSION SHALL BE CONTROLLED IN ��- ACCORDANCE WITH THE SWPPP PERMIT. INCOLN STREET 13. ALL PROFILES REPRESENT EXISTING GROUND (DASHED LINE) AND FINISHED ASPHALT(SOLID LINE) ALONG THE ALIGNMENTS INDICATED ON THE PLANS. ELEVATIONS ARE FINISHED ASPHALT ELEVATIONS UNLESS OTHERWISE NOTED AS TBC ELEVATIONS. f t- - 14. ALL DISTURBED AREAS SHALL BE SEEDED BY THE CONTRACTOR IN ACCORDANCE WITH THE SWEEP PERMIT. - S 15. ACCESS FOR OTHER CONTRACTORS WORKING ON THE SITE AND EMERGENCY VEHICLES SHALL BE PRESERVED AT ALL TIMES IN ACCORDANCE WITH THE CONCURRENT CONSTRUCTION PLAN PROVIDED IN THE PROJECT MANUAL. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF UTILITY(PHONE/POWER) INSTALLATION WITH LOCAL UTILITY COMPANIES. •S �' r .-- � 17. THE CONTRACTOR SHALL NOTIFY ONE CALL O 1-800-424-5555 FOR ON SITE UTILITY LOCATION. ALL EXISTING UTILITIES SHALL BE MARKED BEFORE DIGGING. I of I Lu 18. THE CONTRACTOR SHALL MAINTAIN SERVICE OF ALL EXISTING UTILITIES. IF SAID SERVICE IS DAMAGED, THE CONTRACTOR SHALL IMMEDIATELY REPAIR THE DAMAGE AT THE CONTRACTOR'S EXPENSE. Q THE PIPE GRADES SHOWN ARE CALCULATED FROM ACTUAL DISTANCES, EDGE OF MANHOLE TO EDGE OF MANHOLE (DISPLAYED LF-4'). THE DISPLAYED PIPE LF IS FOR ESTIMATING PIPE PAY QUANTITIES, CENTER OF MANHOLE TO CENTER OF W w Lu MANHOLE. SEE MEASUREMENT AND PAYMENT IN THE SPECIFICATIONS. L IL p•� y Q t ! 20. WATER AND SEWER SERVICE LINES SHALL BE EXTENDED TO 8 LF BEYOND THE RIGHT-OF-WAY LINE UNLESS NOTED OTHERWISE. 21. VALVE BOXES ARE REQUIRED FOR ALL VALVES IN A BURIED SERVICE. F- ' �: r 22, TOP ELEVATIONS PROVIDED FOR WATER MAIN CONSTRUCTION REPRESENT THE MINIMUM TOP ELEVATION AT THE LOCATION IDENTIFIED TO ACHIEVE THE REQUIRED 6.5' COVER BASED ON PLANNED STREET ELEVATIONS WITHOUT ALLOWANCES FOR y +.. _ i - CONSTRUCTION VARIANCES. IT IS THE CONTRACTORS RESPONSIBILITY TO ENSURE THAT THE REQUIRED 6.5' COVER OVER THE WATER PIPE IS ACHIEVED. +�4 23. PIPE DEFLECTION IN WATER MAIN IS SHOWN USING 3'DEFLECTION AT THE JOINTS. E ,r -• ` I 24, SANITARY SEWER MANHOLES SHALL HAVE MINIMUM OF 0.2' OF DROP BETWEEN INVERT IN AND INVERT OUT. 1 - 25. THE CONTRACTOR SHALL NOTIFY THE CITY OF BOZEMAN WATER DEPARTMENT A MINIMUM OF 24 HOURS PRIOR TO BEGINNING ANY WORK. • 26. CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. a r S _* �I 27. LINCOLN DATUM = CITY OF BOZEMAN + 7.79' i► TESTING NOTES RECORD I r 7 � 1. COMPACTION TESTING IS TO BE COMPLETED BY THE CERTIFYING ENGINEER, MEETING CITY OF BOZEMAN STANDARDS. ADDITIONAL TESTING DUE TO FAILING TESTS ARE AT THE EXPENSE OF THE CONTRACTOR. DRAWING I {• - ^ t - r - 2. THE CONTRACTOR IS TO PROVIDE A SCHEDULE TO THE ENGINEER IN ORDER FOR THEM TO COMPLETE THE FOLLOWING TESTING. ` �� ►j� c ` - - 06/01 /22 ROADWAYS - TESTED AT 50'INTERVALS FOR EACH LIFT J � � TRENCHES- TESTED AT 200' INTERVALS FOR EACH LIFT III r C I SIDEWALK SUBGRADE - TESTED AT 200'INTERVALS 3. CONCRETE TESTS SHALL BE PERFORMED FOR EVERY 50 CYDS OF CONCRETE PLACED WITHIN THE RIGHT OF WAY. THE CONTRACTOR IS TO GIVE THE ENGINEER 24 HOURS NOTICE PRIOR TO PLACING CONCRETE TO AID IN THE SCHEDULING OF TESTING, VERIFY SCALE REVISIONS DRAWN BY:MDH PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY ,-- - LINCOLN STREET 1097.003 REDUCED.LINE BELOW CHK'D.BY:JRM MEASURES ONE INCH ON 1 UPDATES PER CITY OF BOZEMAN REVIEW 10/19/2018 MDH 1i ROAD&WATER&STORM MAIN EXTENSIONS SHEET NUMBER ORIGINAL DRAWING. i Engineering CHRISTOPHER APPR.BY:CMW BOZEMAN MT 2 UPDATES PER CITY OF BOZEMAN REVIEW 5/29/2019 CMW �,■ 204 N.11th Ave. i Consulting A� M Wow i DATE:07/13/18 3 UPDATES PER CITY OF BOZEMAN REVIEW 7/3/2019 CMW Design Bozeman,MT 59715 O 10959 PE DRAWING NUMBER Phone:(406)581-3319 \ .- O.A.REVIEW MODIFY SCALE ACCORDINGLY 4 UPDATES PER CITY OF BOZEMAN REVIEW 7111/2019 CMW � Planning BY., COVER SHEET&GENERAL NOTES 1-1 NGINEERI/NG, INC so 9TEA`- HEETSLIN-COVER dwg Plotted by%<chris wasia>%on%<7 (� 1RR[R 0 a NeW S(4nRf01d 0 COMMitMtRI COPYRIGHT 0 GENESIS ENGINEERING,INC.201B ,.NA1.,,, DATE: NORTH ARROW BOLT Izw N 3 _----ELEV=4903.54(NAVD 88) Jw LINCOLN STREET ABBREVIATIONS Z —— APPROX APPROXIMATE NTS NOT TO SCALE ——— —- ASPH ASPHALT OC ON CENTER -- ASS'Y ASSEMBLY OD OUTSIDE DIAMETER NORTH ARROW BOLT AVG AVERAGE OHP OVERHEAD POWER CONT T 1 ELEV=4904.47(NAVD 88) @ AT PC POINT of CURVE BLDG BUILDING PE POLYETHYLENE BOT BOTTOM PERP PERPENDICULAR CHK CHECK PI PRESSURE INDICATOR, POINT OF INTERSECTION CI CAST IRON PL PLACE :E: 156915 OL POINT#1 -5 BAR CIMJ CAST-IRON PIPE MECHANICAL JOINT PRELIM PRELIMINARY 495. CJ CONSTRUCTION JOINT, CONTROL JOINT PREP PREPARE, PREPARATION CL CENTER LINE PROP PROPERTY CLR CLEAR, CLEARANCE PRV PRESSURE REDUCING VALVE 4888.06' CMP CORRUGATED METAL PIPE PT POINT, POINT OF TANGENCY CMU CONCRETE MASONRY UNITS PVC POLYVINYL CHLORIDE CONTROL POINT#2-5/8"REBAR CO CLEANOUT PVMT PAVEMENT N:519082.73 COB CITY OF BOZEMAN PAD RADIUS E:1569728.88 COMB COMBINATION RCP REINFORCED-CONCRETE PIPE CONC CONCRETE OR CONCENTRIC RD ROAD ELEV:4895.30 CONT CONTINUE, CONTINUED, CONTINUOUS RDCR REDUCER COORD COORDINATE REBAR REINFORCEMENT BAR LINCOLN DATUM=COB DATUM +7,79' a U CORR CORRUGATED REF REFERENCE CTR CENTER REINF REINFORCE OF CUBIC FEET RELOC RELOCATE, RELOCATION - c CULV CULVERT READ REQUIRED BASELINE DATA IL CYD CUBIC YARD PST REINFORCING STEEL LINCOLN STREET a DI DUCTILE IRON RT RIGHT STA0+00 DIA DIAMETER R.O.W. RIGHT-OF-WAY N=519529.38 DIAG DIAGONAL SAN SANITARY DIM DIMENSION SCHED SCHEDULE E=1569518.87 DWG DRAWING SDMH STORM DRAIN MANHOLE BEARING S88°58'51"E EA EACH SDWK SIDEWALK EG EXISTING GRADE SECT SECTION Cj ELV, ELEV ELEVATION S SLOPE NORTH ARROW BOLT ENGR ENGINEER SPEC SPECIFICATION ELEV= 4903.12(NAVD 88) EP EDGE OF PAVEMENT SO SQUARE EQUIV EQUIVALENT SO FT SQUARE FOOT EX EXISTING SO IN SQUARE INCH EXT EXTENSION, EXTERIOR STA STATION FAB FABRICATE SS SANITARY SEWER FDN FOUNDATION SSMH SANITARY SEWER MANHOLE FES FLARED END SECTION STD STANDARD FET FLARED END TERMINAL STL STEEL FFE FINISHED FLOOR ELEV STRUCT STRUCTURE FF FINISHED FLOOR SAP SEWER FG FINISH GRADE TB THRUST BLOCK FL FLAG OF CURB TBC TOP BACK OF CURB FILL FLOW LINE TEMP TEMPORARY, TEMPERATURE GRAPHIC SCALE FIN. FINISH THRU THROUGH 30 o Is ao FLR FLOOR T.O. TOP OF IN FEET) FT FOOT, FEET T.O.P. OUTSIDE TOP OF PIPE 1 inn= 30 ft. FTG FOOTING, FITTING TOC TOP OF CONCRETE, TOP OF CURB 11"X17":1"=60R HDPE HIGH DENSITY POLYETHYLENE T.O.W. TOP OF WALL HORIZ HORIZONTAL TYP TYPICAL HWY HIGHWAY UG UNDERGROUND HYD HYDRANT UTIL UTILITY ID INSIDE DIAMETER VERT VERTICAL IE INVERT ELEVATION VOL VOLUME IN. INCH W/ WITH INSTL INSTALL, INSTALLATION W/0 WITHOUT INSUL INSULATE WL WATERLINE JB JUNCTION BOX WM WATER MAIN LBS POUNDS WS WATER SERVICE LF LINEAR FEET WTR WATER LT LEFT WV WATER VALVE LVL LEVEL MAX MAXIMUM MH MANHOLE MIN MINIMUM MISc MISCELLANEOUS MJ MECHANICAL JOINT RECORD CONTROL POINT 2 MPWSS MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS DRAWING 06/01 /22 VERIFY SCALE REVISIONS DRAWN BY:MDH PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY ,_- LINCOLN STREET 1097.003 REDUCED.LINE BELOW CHK'D.BY:JRM MEASURES ONE INCH ON 1 UPDATES PER CITY OF BOZEMAN REVIEW 1 011 9/2 0 1 8 MDH >'i ROAD&WATER&STORM MAIN EXTENSIONS SHEET NUMBER ORIGINAL DRAWING. Engineering CHM WASHER APPR.BY:CMW BOZEMAN MT 204 N.11th Ave. DATE:07/13/18 Consulting �, M.WASIA Design Bozeman,MT 59715 O 10959 PE _ DRAWING NUMBER Phone:(466)581-3319 \ O.A.REVIEW MODIFY SCALE ACCORDINGLY NGINEERING, INC Planning �SSgF°, E� .. BY. BENCHMARKS 1_2 \ eTEp`- HEETSLIN-COVER dwg Plotted by%<chris wasia>%on%<7 t o IRRIR 0 a NeW S(4nRf01d 0 COMMitMtRI COPYRIGHT 0 GENESIS ENGINEERING,INC.201B /ONA,.�` DATE: \ \ \\------- STA 3+83.57,18.55"LT \ \ STA 2+09.91,18.55"LT INSTALL 12"X8"TEE& INSTALL I2"X8"TEE VALVES \ _CONNECLTO EXISTING_---' PROPOD 12" _WATER MAIN W/1Z'-----aee D- -�gTER-MgIf�-_ INSTALL 8"VALVE STA 4+36,18.55' _ --A ____ --- ENTER CURB BOX EXISTING SIDEWALKLTINSTALL C WIN - _ 2.5'OF CENTER MAIN TO 12"X6"TEE W/ __________ HYD ASS'Y&2' --- -� -ise9. ----------- AMISS FUTURE CURB STA 4+37,18.55"LT ______ 8 OF 6"LEAD PIPE INSTALL 12"ENDCAP W/ _________ _____ _-_ --- w/Op_ _______________________ _______ ____________ ______ _ 3"-BLO _ ____________ _ EXISTING 12" MAIN _ _ � 13W _________ ______________ -------------- WATER .-��-,.-- -`--' `-- --- - ------- -- P----- _ --- -- �W--.-----^- T _ ------ _ _ _ _ ";z tIIVCOLN STREET -3}Q-EXISTING 1p _ _ ^J +�O 4 36\� z� - - - - - ?� `�� - --- SEWER MAI - -^"- __ OVE EXISTING FIRE HYDRANT -o- --- ----------- EMOVE AND - - - - - - - -----_--- - - L- _aear'�\ ISPOSE OF =/`\` _ �)Y `� �. i --- --/ -ceas- OLLARDS E SHEE W-3 IN --- - - - - 'LINCOL PROPERTIES ega PROPERTY BOUNDARY PLAN T x / GRAPHIC SCALE ev I / 30 p 15 30 z I Z / � / / °m I O / IN FEET)\ (j / I I U I inch= 30 ft. ' • PROPOSED 8"WATER STUB / I W 11"X17":1"=60ft -- - T.Q:�ELEV:4883.80' IA I 1 a P ❑ / I_ /I v LINCOLN STREET PROFILE VERT:1"=3' (75'&60'ROW,37'TBC TO TBC) PVI STA = 4+51.84 HORIZA"=30' FLOWABLE FILL TRENCH BACKFILL PVI ELEV = 4890.63 Un o PROFILE TYPE 1 BEDDING A.D. _ -1.91 K - 35.00 ° VERT:1"=6' 4895 66.8567' VC +00 HORIZ:1"=60' LOW POINT STA 0+69 3T ro o II II PVI STA = +89 Un o > PVI LEV = 4 88.46 + � + Do C)w D. 1.31 F BURY INE=4890.3' �t 7 65. 3 ` 12Gi Li a a Q FINIS ED GRADEA 0] 07 > > CENT RLINE 4890 5.00' VC ---------------------------- --- - ---48t0 - - - ---- --- --- --- II EXI TING GROU D T CENTERUI LE BELL REE TRAINTS EQUIRED ON ALL PIPEI i STA 4+36 II V IINSTALL 12"X6" TEE 6.5' B RY MINBE EEN12"END APAE 6.T BU Y 1 8"TEEI W/T.B. & M.J. STA 3+ 8.53 W/ HYD ASS'Y 4885 STA 0+39.90 NORTH ss'BUR 4885 SOUT 6.8'BUR W.V. W M.J REM VE EXISTING ENDCAP II ST 0 INST LL 12" W. W/M.J. EXISTING 122"" W W.V..V. . STA 4+37 II INSTALL 12" ENDCAP 12"WATER (�------------- EXISTINGIII ii W/ 3" 12" E F & MAIN D.I. C SS 51 n PROPOSED 12" ATER MAI D.I.CLASS 1 M.J. II __ _4i u APP OX 4' TA 3+83. SEP RATION T.O.P.=4883.75' STA 2+09.91 INSTAL 12"X8" TI E 4880 INSTAL- 12 X8" IEEJ 4880 STA 0+3490 W/T.B.& N.J. T.O. _ I EXISTIN 12 X6 EE T O P.= 4882. 9' 4883. I I _-_-_-_ T.0 3 1 a r ---- ----- ----- ------ --- 4880. _______ _ FEWMER ------- -------- - ------- ------------EXIST GIO"P C_______ ____ EXISTNG10"PVC -----I_I NOTES: z 1. ALL FITTINGS INCLUDING BENDS EQUAL TO OR GREATER THAN 22-1/2 DEGREES,TEES,VALVES,REDUCERS,AND PLUGS SHALL BE THRUST 4875 Z 4875 BLOCKED IN CONFORMANCE WITH MPWSS DETAIL 02660-1,OR MUST HAVE - J MECHANICALLY RESTRAINED JOINTS AS INDICATED BELOW FOR AS ESTIMATED TESTING PRESSURE OF 200 PSI.THRUST BLOCKS/MECHANICAL RESTRAINTS ARE NOT GENERALLY SHOWN ON THE DRAWINGS. 2.ALL TEES TO HAVE THRUST BLOCKS PER CITY STANDARDS. e N � a 4870 w u T. .P.= T.O P.= T.O P.= T.O P.= T.O P.= T.O P.= T.O P.= T. .P.= 4870 RECORD 4880.9 4881.4 4882.0 4882.6 488 .8 4883.1 488 0 4883.5 MINIMUM RESTRAINT LENGTHS _ _ D RAW I N G FITTING MIN.LENGTH FT ° a 07 Or' �0 00 rn O C a 7") N Ln n DO �o D") In DO DO rn o 00 rn Un Ir- rn o N( ) c0 ,n � N "n Lq cD ro o N M Lq D8"DEAD END 31.00roDO ro00 roof roof Dora roCc 00a' 00m 00m poi 00m 00m 00m roo 00o 00o o roo CD �DO �GO �DO �DO �� �� �DO �DO �DO �DO �DO �DO �DO �DO �DO �DO DO 'tDO DO 06/01 /22 12"DEAD END 45.00 � 12"X 8"TEE 5.00 FOR TESTING/MAXIMUM PRESSURES OF 200 PSI 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 VERIFY SCALE REVISIONS DRAWN BY:JAH PROJECT NUMBER THESE NO. DESCRIPTION DATE BY LINCOLN STREET 1097.003 REDUCED. LINE MAY BE CHK'D.BY:CMW REDUCED.ONE IN BELOW 1 UPDATES PER CITY OF BOZEMAN REVIEW 10/19/2018 MDH OCHRISTOPHER SHEET NUMBER MEASURES ONEINCH ON ROAD&WATER&STORM MAIN EXTENSIONS ORIGINAL DRAWING. Engineering APPR.BY:CMW BOZEMAN MT 2 UPDATES PER CITY OF BOZEMAN REVIEW 03/29/19 JRM NESISCg204 N.111h Ave.Design ozeman,MT 59715 DATE:07/13/18DRAWING NUMBER MODIFY SCALE ACCORDINGLY g Phone:(406)581-3319P/annin Q.A.REVIEW ��[ �p NGINEERING, INCi BY: WATER PLAN AND PROFILE W_1 HEET$LIN-$HEFT-WTR.dW PlOttedb %<chris wasia>%on%<7 'IOL`O IRIII 0 ONLW,S'100�QId0 00RIIRLRI COPYRIGFR®GENESIS ENGINEERING.INC.2019DATE: �aa EXISTING \ ` SIDEWALK CHASE -- _ --__-- -€94{ST1NGsuDMH T013E USED --------------------- 8 —4aBs.oFr- - --- --- --------------- - ----- ------ ��——— ———— ————————— _0_+ —————— 4 QQ —— 1+QQ EXISTING 18"CMP —— _ ————— _ ——— POND BOTTOM _ ror ,o,��*� 3*UO �' +QQ 44.31 STALL 24"SIDE LK CHASE /_ — --''-'.-- _— _ ——— ——__ /` 3 GRAPHIC SCALE LWC_OLNSTREET `----- ------/�--- o p Is so IN FEET) LEAVE COBBLE EXPOSED A ST -"SDMH#t9Nt—� /—-- -- �-- — V inch: nc:1"=0 ft. E TINGQ8"CMP 1" �1 A PVC STORM PIPE / 2 _ SEE SHEET ST-2 ON THE SDMH#4 U -1 AN SET 3-6"SCREENED COBBLE - W / W p NOTE: IL \ L POND OUTLET STRUCTURE THE POND OUTLET STRUCTURE IS NOT PART OF THE INFRASTRUCTURE \ PER DETAIL ON D-3 4'INFILTRATION TRENCH Q C \ SEEDETAIL PLANS BUT ARE SHOWN FOR INFORMATIVE PURPOSES ONLY. 0 0 0 0 EXCAVATE DOWN TO FREE c LINCOLN STREET STORM MAIN PROFILE DRAINING NATIVE GRAVELS PER VERT:1"=3' NATIVE GRAVEL W/SAND RAWHIDE GEOTECH REPORT TYPE B TRENCH BACKFILL HORIZA"=30' DATED DULY 24TH,2018 _ �1p�o w TYPE 1 BEDDING PROFILE VERT:1"=6' _D HORIZ:1"=60' RIM ELEV:4888.99' _ ro RIM ELEV:4889.10' w' INV OUT(N):4885.60'N DO o ,0 0 INFILTRATION TRENCH DETAIL a z DO 489500 N J W�.N.. ��� DO +J J <w O z + J Z Q N >> W Z_-Z_Z_ Q Z Z INISHED GRADE ABOVE IPE EXISTING ROUND ABOVE PIPE 4890 — --- _ --- -- -890-- "I STA 1+2 .94 u EXISTING 18" CMP 4885 INV ELE : 4885.55' 4885 IN STALL 32'O 15"HP STC RM @ 3.9% 4880 4880 Zz J U U U 4875 4875 o a u, N JJ UU @J C) oo 4oU70 w 4870 1 3TR LIG TEL WI G BACK LL. 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Engineering Imo;CHRI WASIA R APPR.BY:CMW BOZEMAN MT 2 UPDATES PER CITY OF BOZEMAN REVIEW 5/29/2019 CMW NESISConsulting 204 N.11th Ave. M. T PA ~~ 3 UPDATES PER CITY OF BOZEMAN REVIEW 6/27/2019 CMW Design Bozeman,MT 59715 �� 10959 PE DATE:07/13/18 DRAWING NUMBER MODIFY SCALE ACCORDINGLY NGINEERING, INC Planning Phone:(406)581-3319 N „TE O.A.REVIEW ��[ �p , :' BY: STORM SEWER PLAN&PROFILES STA HEETSLIN-SHEET-STM.dW Plottedb %<Chris Wasla>%on%<7 'IOL`O IRIII 0 aXCW,S(aaafdO 00RftRLRt COPYRIGHT®GENESIS ENGINEERING,INC.201E ONA I" DATE: -EY GLITTER---------------------------- EXISTING SIDEWALK ADJUST SSMH RIM--- -.114STAILLEVALL "------ - -- - -- 14TEGRAIL WITH STAND IRD T( --- ----------------- --------------------------------------- -- —0---------- ------- ADJUST SSMH RI INSTALL TRANSITION ---------- ------- ---------------------------- D C E ----------------------------------------------- 02529-2,SHEET D-1 ---------------------------------------------------T ———————————— ------------------------ -------- -------------------------------------- --- --------- -------------------------------------------------- 4— ------------------------------------------------------------------------------------------------------------- --------___ ______-- -- ------------------ -—--—- —­7---- --------------- -------------- ----------------------------- -------- ------------------------- 0+001 --------------- --- ------------- ---------- j."00 --------2+00 -- - 00 --------------- ------ 4+36.3\1 -ADJUSTS RIM TO GRADE INSTALL 24 SIDE LK CHASE LINCOLN STREET INSTALL DIE LOCATION--1 -­­­­--------- _RAMI 11. AIL 4; FL- G 488 -- ------ ---- eu. ------ 6'SIDEWALK,TYP ssa� 15'TBC RAC 4890.25 15i TBC RAD L c 489043 LOCATION TBC ELEV T 15'TBC RADIUS C 15'TBC RAD AIII 4888.86 j I I I I I I I 1 1 1 1 B=FL-VG 4888.22 INSTALL PEDESTRIAN RAMP, B=TBC 4888.8o PER DETAIL SHEET D 1 : C=PT 4888.60 LOCATION TBC ELEV p A=PC 488855 STOR LOCATION TBC ELEV SEE SHMEETOND C-3III 0 GRAPHIC SCALE B=FL-VG 4888.03 PC C) 30 0 is 30 4888.61 F�-:FL-V. 411115 1; Of / INSTALL UVALLEY GUTTER, _AR An IB=TBC 14890.24 '1 UJ INTEGRAL WITH 6"STANDARD IN FEET IC=PT 14890.43 1 1 9 FILLET PER DETAIL 02529-1 - 30 SEE LINCOLN PROPERTIES INFRASTRUCTURE w < 1 02529-2,SHEET D-I 1 inch ft. 1 1"Xl 7":1 60 ft IMPROVEMENTS FOR MAPLE LANE EXTENSION I W (L SEE LINCOLN PROPERTIES INFRASTRUCTURE IMPROVEMENTS FOR ALDER COURT EXTENSION PROFILE VERT:I"=3' PVI STA - 4+51.84 HORIZA"=30' PVI ELEV = 4890.63 UI C'A 11X17 LINCOLN STREET A.D. -1.91 PROFILE (75'&60'ROW,37'TBC TO TBC) K = 35.00 VERT:1"=6' 4895 66.8567' VC — +OC) HORIZ:1"=60' LOW 01 0 NOTES: 'GlIT, STA - 0+69.'3T DD D6 PVI STA 0+89 '0 6 > z PVI FLEV 4888.46 00 00 Li + 00 cn w TOP BACK CURB ELEVATION 31 FUTURE LINCOLN PROFILE CENTERLINE ELEVATION-0.12' cn Lj >> < 65.M U (-) &i LJ < FINISHED GR�DE > > 0 0 oa TOP BACK SIDEWALK ELEVATION > > CENTERLINE ELEVATION+0.39' 1 5.0 0' v c cf)LJ A F CENTERLII IE 1, � > 4890 — 8-M \�EXISTII JG GROJ V CONNECT TO ATCENTERLINd EXISTING ROAD CONNECT TO EXISTING ROAD AT STA 0-09.64 1 1 4885 II 4885 II PRQV J-1 4880— --4880 EXIP TING IO"SEWERUW — z z 4875 4875 UJ 4870 —4870 RECORD 0) 0�01 wr,� m 0 C�Un "�00 'to pn C�00 m 0 0011) LID m 0 DRAWING 0 1� c,n mlq ml� ml_� m DO "�C! c3i— 6c� 61'� "�lq 1�cc 00 Do U� Do cc 0'DO m 23 m w m x m w m w m Do m co 0 Do 0 000 DO 0 DO 0 0 00 00 00 00 00 00 00 00 Do DO 00 DO 00 cc 00 cc DO cc DO cc 00 cc 000 10 000 00 00 00 cc 00 cc 00 00 00 cc DO DO m 00 0) 00 m 00 m 00 m 0) ,;t DO GO 00 �t 00 �t 00 �t 0 00 �t 00 �t 00 �t 00 �t 00 �t 00 �t 00 GO 00 �t 00 �t 00 00 rt �t �t �t �t 06/01 /22 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 VERIFY SCALE REVISIONS DRAWN BY:MDH PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE B CHK'D.BY:CMW LINCOLN STREET 1097.003 REDUCED.LINE BELOW SHEET NUMBER MEASURES ONE IN A ON 1 UPDATES PER CITY OF BOZEMAN REVIEW 5/2912019 JRM OCHRISTOPHER APPR.BY:CMW BOZEMAN ROAD&WATER&STORM MAIN EXTENSIONS MT ORIGINAL DRAWING. 612712019 CMW 2 UPDATES PER CITY OF BOZEMAN REVIEW Consulting 204 N.1 lth Ave. M.WASIA Bozeman,MT 59715 1 DATE:06/22/2018 NESISDesign10-95-9 PE DRAWING NUMBER Phone:(46)581-3319 1- M­SCALE ACCORDINGLY Planning D.A.REVIEW N GINEERING, INC 10TEO", BY, ROAD PLAN AND PROFILE-LINCOLN STREET R-1 DATE: HEETSROADI Plotted by%<chns waste>%on%<7 __j;'w'"�mianhwofa New S(aaar4lofCmxitXgnt COPYRIGHT GENESIS ENGINEERING,INC.2019 EXISTING SIDEWALK NO INSTALL"NO PARKING"SIGN PRRKING EXISTING"NO PARKING"SIGN EDGE OF EXISTING PAVEMENT EXISTING"NO ---------------8 g PARKING"SIIPN -_ ______-_____________________________________ _________- 8 8 _ ___ _ _ __ __ J_ _____-_____________-____-________________-_____-______-__ __-______-_-______-______-______ ____________ ______________ _____________________________ ..-- _. 2+00.. — .-- -- _.�—_3+00--- —" — - + 4_+36.31 LINCOLN STREET ------ ---- --------------------- _ I GRAPHIC SCALE - I EXISTING NO PARKING 30 p 15 30 'I :PARK " SIGN W/STREET NAME ( IN FEET) �I G PARKING"SIGN SIGNS ON TOP 1 inch= 30 ft. 11"X17":1"=60ft INSTALL"NO N� I- I PARKING"SIGN PRRKING I ZaSTOW LGREEN PSTOP l a INSTALL 2-D-3 STREET NAME SIGNS �I ABOVE 30"X30",(R1-1)STOP SIGN j INSTALL 2-D-3 STREET NAME SIGNS �I SEE DETAIL BELOW ABOVE 30"X30",(R1-1)STOP SIGN j SEE DETAIL BELOW FLAT BLADE STREET NAME REGULATORY SIGN BLANK AS PER SIGN BLANKS MUTCD STANDARDS,SIZE AS MOUNTED BACK TO SEE SECTION SPECIFIED ON PLANS BACK ON POST SIGN DE FOR SIGN SIZES wsw _ 2'MIN.- 2. � v MIN. 10, 2"PREFOMTED SOURRE TUBE ) CROSSWALK�� 11111R GR ROVED EOUPL) 7'MIN. ATTACH SIGNS TO POST WITH %" DRIVE RIVETS (MIN. 2 PER STREET SIGN) 9'TYP. MARKER STREET MARKER SIGN REGULATORY SIGN SIGN \ 2"PREFORATED SQUARE TUBE J\ o /POST(14 GAUGE) FASTEN POST TO SLEEVE WITH�Ai"CORNER BOLT (A325)1 Yz•ABOVE FINISH GRACE. INSERT BOLT FINISH GRADE �• o /HEAD FROM OPPOSITE SIDE OF EXPECTED IMPACT. _// INSERT DRIVE RIVET INTO OPPOSITE SIDE. I z 5' O_ 2 W X 30"12 GAUGE NON-PREFORATED F- SQUARE TUBE SIGN POST SLEEVE(TELSPAR U 'OUIK PUNCH"OR APPROVED EOVAQ LJ ALL SLEEVES AND SIGN 24• LJ 0 POSTS SHALL BE INSTALLED INSERT SIGN POST 18"INTO SLEEVE U PLUMB. — 2' MIN CLEARANCE FROM LL L� FACE OF Q OF SIGN CURB TO EDGE RECORD M-4000 CONCRETE ANCHOR -9 SIGN POST FOUNDATION DETAIL D RAW I N G CITY OF BOZEMAN SCALE: SIGN INSTALLATION N0. 09810-1 CITY OF BOZEMAN SCALE: TYPICAL STREET No. 09810-4 06/01 /22 STANDARD DRAWING NONE STANDARDS AUG. 1994 STANDARD DRAWING NONE MARKER SIGN Sept. 2002 Revised 6/2002 LOCATION VERIFY SCALE REVISIONS DRAWN BY:MDH PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY ,_- LINCOLN STREET 1097.003 REDUCED.LINE BELOW CHK'D.BY:CMW MEASURES ONE INCH ON 1 UPDATES PER CITY OF BOZEMAN REVIEW 1 011 9/2 0 1 8 MDH 1i ROAD&WATER&STORM MAIN EXTENSIONS SHEET NUMBER ORIGINAL DRAWING. �I Engineering �CHRISTOPHER APPR.BY:JRM BOZEMAN MT 2 UPDATES PER CITY OF BOZEMAN REVIEW 3/2 912 01 9 JRM 204 N.I Ith Ave. ConsuPo'ng 0 M.WASIA 1 DATE:07/2018 Design Bozeman,MT 59715 O 10959 PE _ DRAWING NUMBER Phone:(466)581-3319 \ .- Q.A.REVIEW MODIFY GGALE"°°GRDI"GLY - NGINEERING, INC Planning �SSgFG, E° BY. STRIPING/SIGNS SIGN-1 HEETSLIN-SHEET-SIGN.dwo Plotted by%,chds wasia>%on%,7 ' , IRIIIe 0 aNeW,sWAlf01d0 COWWItMtNj COPYRIGHT 0 GENESIS ENGINEERING,INC.201e DATE: nu AIRO au Q•o rva"r ntww —�D• :s ^Ml MCTONI zIDOF LEDSERIES *PF ApgeHA PORCODNDuR ARENSIMIROAD LIGHTER VE�FM A NERBI YROOUCl/MAGF/E OIMSYRIIn. •7pb AN9 C135,112013 plKbalNl •SNwMMX—el+lymmE OACAMaMexIIWN ph IloPbeRHee a•MNb 1w 1AIM ax ASL 211 pB' wwwlma P.M.•n�na arNlPa PNaXwealw NFeNM Lwaa loopA. IFwlpa.t�eHal®le1E MpFeLRy) •-wWB cP1oI FN axfxtl aFIpNYIsp b nPI•IeE NIm DIBN 1eMAaMPpDIMn •0..dw•FV mL NMANe b MM wn PANEL tf AN, I 1 dnOwMcpRMa bd ELYxa DmlNN by dhNN TIN. �PAVEAEMCUTWT� '$MRFACNG OR DIIFNUWNY I1 •EPA aL-.SORT •b WUXI.ARD CN W S ic"NIh D O FINISHED GRADE _—saT COUPLING (I IgNp IDLE ANDCOWR-LOCATE I&L 2R7 SA16y.-IWoWBw aaS2lerna pf E (ONE OF rouq I I LNWVDLUGOPPOSITE HAND HOLE zIl-/1 R7 IedruonnNlMN rM INKAKWa fDMMETFA NNIMUN POST 1 I ANO AT BAME LEVEL cal BIBB ap.mq ho l gplry 2Ml. f IIDLE FllLEO WITH CONCRETE. a'I Optlt. See wEemp inks xl R Ywl wAtx. AN-Q CONCRETE TYPE 2 RWNJ TYPE 2 CONCRETE BREAKAWAY.WATERPROOF,INANE •N.—M9—NI FNtGM anllt Kaa AIMelpatlnp.twNnlNyrcb=dSbk SUPPORT PULL FULL SUPPORT f f BOLT FUSE HOLDER AND FUSE FOR EACH HOT a1Nw ES Iype S 0.N III V BwN AKN RIND box F ORC F BOX RNO �M1N. MN C•�� CONNECTOR ON NEU-OF REQUIRED) •Las*064 A a•tM lEbt*M In 90 I1 bNFEgIYNw wRp11N1A ROOF WMNNG TAPE f DEEP MINIMUM E T f EMSNQWA4)w eAUrMNEbb pp lEO hM- 71 lY OCEP WXIMIM BOND ONE N SOFT DRAWN BARE SFKIp •UINe1M ItwRIV Ib!nwlw FIN 12 aD N MN N'MINMUM UNDER GROV4Dp NEW ROADWAY PVC 4 MINIMUM UNDER EK,STING TRACKS COP PERGRONDWIRE AT EXOTHERMIC NG plDeh TEN pa211 DMSSNR ^_ �7 M1NNLlN UNDER RAI-HWU TRACKS LUGD NAND MOLE AND IN PULL P.FAC •700A•1000[a SOOOf(TIT CIEI CCi WELD TO GROIND ROD IN PAL BOX •RUH1lIdia m MM II d"p s DIMENSIONS of MAXMUM 1j1 •ZED yIbE blRwlopMNYtle ageNMpORA1b S �{ COIPACTED Y BIDFILL 21 M III NUT COVERS Cadg,, WNmb6Hwra115.pAN1 — ANCHORBOIr HARDWARE AND TOROUEBOL NANUFACREAN 111 1•MAxINUM •CdYqueE IKESp,16.w21hgI WIRE RXI A i E Ir��•tl Y `-' �I SPECIFICATIONS 111 IF� NO eIApE REIN b lepbca l•.D.2S0 Pb •bI 7%;lDo Awaeory w Eplbh uarlb S IT APART RARI.I IT APART aOHglR 1 SPACE CONFORMING TO /ODNID reyNtNAI b 7Y8'OD bFlonb L --. ANCHOR BASE WNUFACTwERRECDMMEROATIONS FRONT ELEVATION REAR ELEVATION wige.saw Nz •TGCII• Ip,*p-p"wdl DAM l LIGHTING CONTROL CENTER(PEDESTAL as•BEVEL ON ALL EXPOSED ECDES IFNh>OpMII xl Tama 25 rIA pF:bNF •APeAylaR,rMlmPwweaTcbloc A - ip �tT I II—TJi PEDESTAL COMPONENT LIST T,vr Pvc wNwlr srLb ��a4! 1 •dNNe IFn ONIn R•190k W'A'N twin RNLI InMeO NnnM la nNte rlbt l OA zDP+�12MMV.NEW]R REFER NOUSNO CONFpLMNO"O YRITY E'ROYIOER HEbJNEAEHTB. I�I-0-INN.)—f I t • -l f Id(MN) -{ bcb Im bM—^nro nebi Wn:lI�lAvmr.11WpcltAOzmU>®' A 1I1 I I r r,Tbl MlMl •O NEW lR IMV PHOTOELECTRIC CONTROL WITH 1PRONG TWIST-LOCK RECEPTACLE BA.9E WIRED DETAIL NOTES I ANCHOR EDnmW. Newww.wWp ww t*B 1. CONTRACTOR SHALL COOR01NATE TRENCIANG WITH OTHER LOERGRIXRq F^DOLTLIGHT STANDARD FOUNDATIO" eNrwlNe PaHLHPA FIREMMaM L~ WEATHERPROOF BOX I-GFIC NIC CONTROL A INWBCMWNTEDTOA UTILITIES.CONTRACTOR BHALL USE COMMON TRENCHES AT ALL ROAD ��� Pabclal•Ml wbletVwly •DNglATAICaxAMmiDLpgWAaE, A '• D WEATHERPPOOF JUNCTION BOX ON TOP OFA S INTER EROIII AT%'ABOVEfN15H•ED 611AOE VARIES we1rLVhhc twe De)q" IT -. ORENTEDNORTHWA.NEWAMME THESUN'SNTE"IEDLCE. DL I._ / CROSSINGS SNEREVER POSSIBLE. •fedl nplltseb—Vp--Eerie IKD/NNT pNIWhIIIU wDGPL I ' ©200A tMSADJ.tD-]W,NEMA Y35ERVICf E4IRMCE WIEO LOAD CENTER WITH COPPER SUS. 2. 1J AVMLOCATEWIREANOANYLONORPOLYESTERPULLTAPES•ATS11,250 TYPICAL-BREAKAWAY BASE DETAIL PP„IIb IOtA ad 100 pd NWB 5ERWCE WIN AND BRANCH DREARERS AS LISTED ON ENGNEER PRONDED PANEL SCHEDULE. LBS TESTSII2ENGIH AND FOOTAGE MARKNG6N ALL EAWTY CONDUR& FCR VSE ONLY OUTDIOE CIFAR ZOE OLNPROTECTED INSTALLATIONS. ANSINIE C62.412 CSIq CNO RIM •tNSNl b MI 5Na FM CSA M2F2A0 A a p D E F S PROVIDE SPACES FOR CIRCUITS AS DESIGNED PLUS A MINIMUM OF I AVAILABLE SPACES FOR SIApe Lalaa CSHvMv C3.AVl-WAv 24W-IX,IIaa 40Ca .1 r pr 1B1r 615r Nr Nr Nr FUTURE USE PROVIDE NEUTRAL TO GROUND SERVICE ENTRANCE BOW PER N E.C. bKN lPaeop Iw a PAwcbXI lAKn EeHm INX B.— 2N q t caanKA DO HEAVY DUTY,GALVANIZED FCRANNEL TYPE RAC—G SET IN CONCRETE PANT TO MATCH PANEL •X..w b AIN C136.31 hiQIYMMRD o 1 A l L N COLOR.PROVIDE A MINIMUM OF(5)C-CHANNEL CROSS MEMBERS 6F 3F Y zr S NOTES •PBA,—d,PMepwry AnmW App�a 1Nr Nr Ntr INPe SIT., 1ppY Ir •©W,AAIP,t2•POLE,ELECTNGMLY IIELO.LOHTLNG CONTACTOR NRNISHFO WRH t2aVOLT COB. I. LIGHT STANDARD FOUNDATIONS MAY BE PRECAST CONCRETE OR CAST.N.PUCE CONCRETE. NFdeM NNWM a Pnlpbb •P65W m—.* NEW M ENCLOSURE WITH PAD LOCKABLE COVER AND HOA SWITCH MOUNT ED INSIDE FhQOS0RE DRUB FA EIIIIIIN LwRd ✓ wB 2. ALL COIIDUCTORS SNKL pE&ZED N CONFOfOIANCE WITN NE.O REOWREMENTS RFSA I>t S •a IPPPteE C,CONDUIT ASOA iR A E,PO IDE 2 LOW GRADE)STRAPSFROM C ALL N NEL CRO4 10SS S M OONDUCTORAII AWG MINIMUM CONDUIT AHOYE GAILE.PROVIDE zHOLE CONDUIT STRAPS O/All CCHWNEI CRD98 MEMBERS CFRZN2CAI/DWS'/LISNN6.S Ali 15 i1p ]O hiSl+ 151f5IRo d11h ll/di "' S-0LIMN _ ARARTANOfNINgB1 ElOWRGIAOERODS WITH APPROVED GROUND R00 ClAho Al-Il 191/a rib%VI IIA1RR INhltl d� AIJI NHS• trill4 I.MI17.1 TEDESTIANLIG LIGHTS THAT ABOVE HARE INLYREOVANSI FDR PROJECTSLESOATHE LUM p PEDESTRIAN LIGHTS THAT WWI HAVE IVDMOIML ANSI+PIN RECEPTACLES ON THE LUM WNRES. Deb-. 2016-0&05 LIGHT HEAD DETAIL DaW. 2D18.OB-D5 Dom: zaT we Gs TYPICAL LIGHTING CONTROL CITY OF BOZEMAN sde: Nas• TYPICAL CONDUIT BURIAL FIGURE 7 CITY OF BOZEMAN scae N.rs. TYPICAL POLE BASE CITY OF BOZEMAN Euc N.rs. CENTER METERED PEDESTAL FIGURE 8 STANDARD DRAWING STANDARD DETAIL STANDARD DRAWING STANDARD DETAILS FIGUREI4 STANDARD DRAWING STANDARD DETAILS CONDUIT DETAIL LIGHT BASE DETAIL METER BASE DETAIL EXISTING PED LIGHT T 1 EXISTING EXISTING EXISTING CONC WALK PED LIGHT CONIC WALK __________ ___________ _______________ ___ _— _ —_—------__� _�___ ____ ---_______—__-- —��______________________ �=—.c-- ---a=__ _____ -- -___ 12W_ 2W ------- 12 ,z ,o� n LINCOLN STREET W ,2 W ss W W ,ee• C NDUI I I — — _ -------------------------------- �— __ / ------___---_-----------_------------ METER BASE o" "rP " Drip o ____________________________________ __ DA R h Il PULL BOX W r © T � I + � 1 � � I1 � PVC CONDUIT •v_. 0U I I NEW STREET LIGHT PVC CONDUIT - 3'BEHIND CURB � NEW STREET LIGHT I kI W ) / 3'BEHI CURB I�___ '^ I Ld R E C O D _______ Lnmina+esebeavale DRAW N G Symbol bel Qly La A—g—t LLF N IMAUFACJ escdpHon D I=.Watts NOTES: E 12 FB I SINGLE 10.855 1 HUBBELL OUTDOOR ASL-8L-3K-210-2-ENS on 30 ft MI, 59 O�/ RA LE 1. DRY UTILITY CONDUITS SHALL BE BURIED 44"AS MEASURED FROM THE FINISHED SURFACE Calonlatinnsnmmaly 0 0 Label CalcTyp,, Units Avg Max Min AVD/Min M-/Min ( IN FEET) TO THE INSIDE BOTTOM OF THE CONDUIT. CamPDints_FI.— Nluminan a Fe Lob 5.7 0.o N.A. N.A. 1 ineb= 20 It 1"X17":1"=40 It VERIFY SCALE REVISIONS - -- DRAWN BY:JAH PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION I DATE BY LINCOLN STREET 1097.003 REDUCED.LINE BELOW CHK'D.BY:CMW MEASURES ONE INCH ON 1 UPDATES PER CITY OF BOZEMAN REVIEW 10/19/2018 MD SHEET NUMBER H ROAD&WATER&STORM MAIN EXTENSIONS ORIGINAL DRAWING. Engineering APPR.BY:CMW BOZEMAN MT 2 UPDATES PER CITY OF BOZEMAN REVIEW 5/29/2019 JRM 204 N.11th Ave. Consulting Bozeman,MT 59715 DATE:07/10/18 DRAWING NUMBER 3 UPDATES PER CITY OF BOZEMAN REVIEW 711 112 01 9 CMW _ Design phone:(406)581-3319 M°°'FY GCALE"°°DRDI"GLY NGINEERING, INC Planning BY., REVIEW LIGHT PLAN L-1 HEETSEXISTING CONDITIONS.dwa Plotted by%<chris wasia>%on%<6 'At'B innm ofa'NM Cll-t—fof nmmitwwt COPYRIGHT 0 GENESIS ENGINEERING,INC.2020 DATE: 6' - 0' 5.4"(0.45') L *1.51, 24" . r HINGE DETAIL 2" 1,2" CURB TO CURBANGLE - WIDTH-VARIES - a *Depth will vary proportionately 1"DIA, IIT FACE OF CURB rn 15'R(TYP) 4" TOPSOIL° 3"R 3 GRAVEL With width Of cross drain STEEL BOL ____ 11 FACE OF GUTTER 11( (TYP.) �( 4"R .5" T5 WELD PIPE TO FLAT IRON EXPANSION JOINT 3'DA STEEL PPE CONTROL JOINT% A \\� BACK OF CURB 12" '�/� ° m1 A a d4 FLOWLINE \\�� '/� RCP(SIZE vAR ES) WITH CURB RETURN A�IREDJ '\/% - A FILLET AS ONE PIECE O O O O O O O O O O O O O O O O 3' ps reEBAR oR sMooTx sere IFEXISTING CURB CRUSHED GRAVEL OOO O O O O O O O O OOOODOWEL WITH 5$4 X 36" JOINTS WILL BE REQ RETURN, GRIND GUTTER BASE - 3"MIN. 0000000000000000000000000000000 SMOOTH REBAR EVENLY APPROX.EVERY 10 FEET O O O O O O O O O O O O O O O O CROSS TO FORM OUTLET SPACED ON 1'CENTERS DRAIN WITH 3 1 2"OF COVER. CHANNEL WHEN THIS WITH EXPASION TUBES IS THE HIGH SIDE CONTROL JOINT-SEAL WITH BITUMINOUS JOINT SEALER ONE ONE END of BARS PLAN VIEW SUB-BASE COURSE £ PIPE H I AS REQUIRED s (SEE oETAIL)�T \ \\\\\ \ \\\ \ \ \\\\\ \ \ EXPANSION JOINT 4 COMPACTED SUBGRADE ." PLAN VIEW BwEENBreS 0.5" 1I5" 3/4' rSTEEL XTEND EXPANSION TUBES 3/4"PAST END VARIABLE f" PER,SLOPE 2%Mw OF STEEL DOWEL TO ALLOW FOR EXPANSION (IF DOWELS ARE USED) 6'-0"MIN. STREET SURFACE �e..y 1 =1' 9.5 E�= NOTE.RACK TO BE PAINTED ALUMINUM COLOR 4 .1/4"MT IRON,ALL BARS WELDED TO FILLET TO BE PLACED ON 3' COMPACTED 3 1/2" GRAVEL BASE OR STREET BASE,WHICHEVER II2"PER 1'�- IS GREATER. DROP CURB FOR DRIVEWAYS DROP CURB FOR PEDESTRIAN RAMPS SPILL CURB o"TO,EACH MR reDN WELD x r EPXCPA SION JOINT AT 15'R (TYP) x 11/4'F�IRON REINFORCE WITH#4 NOTES: WE1DE O x BAR SECTION A-A BARS ON 2'X 2'GRID 1. SUbgrade or base c ampaction shall conform NO section 02230(M.P.W.Specs.,1996 ed.) 2. Contraction joints shall beaplaced at 10'intervals and shall have a mI I um depth of 3/4"and mI width of 1/8". ELS(OPTIONAL) 3. 1/2"expansion joint material shall be placed at all P.C.s,P.T.s,curb rrWD,r and at not more lh-300'intervals. The NOTES:THE WIDTH WITH PROPORTIONAL expansion material shall extend through the full depth of the curb and gutter. INVERT MAY VARY TO SATISFY THE DESIGN C No curb and gutter shall be placed without a final form inspection by the City Engineer or his representative. BOTTOM OF RACK NOT FIXED To INVERT REQUIREMENTS OF INDIVIDUAL APPLICATIONS. 5. Concrete shall be Class M-4000. FINISHED STREET SURFACE TO BE 1/8"TO 1/4"ABOVE EDGES OF DOUBLE GUTTER. 6. Crushed grovel base shall meet the requirements of Section 02235(MEW SPECS,2003 ed.) Far curb and gutter replacement projects,washed rock may be used for the gravel base. SECTION VIEW CITY OF BOZEMAN SCALE: DOUBLE GUTTER DETAIL NO. 02529-1 CITY OF BOZEMAN SCALE: INTEGRAL CONCRETE NO. 02528-1 CITY OF BOZEMAN SCALE: STANDARD FILLET NO. 02529-2 CITY OF BOZEMAN SCALE: STORM DRAIN NO. 02720-11 STANDARD DRAWING NONE FOR STREET INTERSECTION DEC. 2003 STANDARD DRAWING NONE CURB & GUTTER Revised TANDARD DRAWING NONE AUG. 1994 STANDARD DRAWING NONE DEBRIS RACK DEC. 2003 Mar. 2017 R = 1s NOTES: CURB R a 1.ALL PAVEMENT SECTION DESIGNS ARE SUBJECT TO A LICENSED GEOTECHNICAL ENGINEER'S REVIEW AND -- — APPROVAL. B DOWEL WITR K mP) FBcuket"a C LINCOLN STREET I �---�' ` Typical Section --- r.� P) _ S SIDEWALK E,s j! 1 (37'Back to Back) .1. :1 SCALE: f" =5' � • I 30' 45' C'V' I aWEL 18.5' 26.5' / EXISTING Existing 6.5' 12.0' '^.;' ^o.�T1 20.5' 5' LINCOLN BTxIDKJ Terrace Bike Travel Travel Bike Terrace Sidewalk 3 STREET CONCRETE SDRFADE SIDEWALK Lane Lane Lane Lane a APARTMENTS =GTOSBE -�Mr,„s„. Flow Ii- BTBc--BRING TIE r�iE INI P11oED N.THEoor"N°E ARNIEINMD BE DIm 2% --3% 3% 2% wtex AEN`s F T E OW LINE sro n'1 mPIrADR"D"rAilon) R1/2 na/c.r. INTEGRAL CURB ds% ids:adz<�ds% Rdu 6s. " TOP OF CUR. w 2 s o —1L ,rq4 '�';� ; 's"4t, '"t dz,rgbds.,.eCds.y�dz� sloEwuK AND GUTTER ' '' PLANT MIX ASPHALT SURFACING vARIEs ""ITON DIST,TIONT SIDEWALK T 4"MIN DEPTH(2 LIFTS) 5E SIDEWG A K ss No LIPLANDIN 7 FLOW LINE 5.5" / SECTION B-B NO IF 95" sow ! NO SCALE COMPACTED SUB-GRADE CRUSHED GRAVEL BASE COURSE NOTES: 6"MIN DEPTH T rn SUB-BASE COURSE AND/OR TOP BACK CURB ELEVATION= T 6"R°A"da E e s S'VEL BASE(TYP.) GEOTEXTILE FABRIC CENTERLINE ELEVATION-0.12' SECTION A-A MWa AS REQUIRED N0 SG BE TOP BACK SIDEWALK ELEVATION= SECTION C-C O CENTERLINE ELEVATION LE 0.39' CONSTRUCTION NOTES: NO SCALE 1. SRta d-oppliebs to new constr coon,wilM1 max.curb R-15',and min.ES'boulevartls. w `Val D BeI eeoareanm \1/'6 a. sm.r°D a,_Tole1�sn —try tAd�`�,asi e— of ramps. Alt—tows moam p Ntetl o r NPo.city E,0 � wmtro ghmi be s'm ns erm 5. Sid ewalk a-slopes shallD not exceetl BOULEVARD SIDEWALK NO. 02529-8 CITY OF BOZEMAN SCALE: PERPENDICULAR STANDARD DRAWING AS SHOWN PEDESTRIAN RAMP NOV. 1995 (15'MAX.RADIUS/5.5'MIN.BOULEVARD) Revised ApNI 2006 VERIFY SCALE REVISIONS DRAWN BY:MDH PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY LINCOLN STREET 1112.002 REDUCED UNESELOW CHK'D.BY:CMW MEASURES ONE INCH ON '� ROAD&WATER&STORM MAIN EXTENSIONS SHEET NUMBER ORIGINALDRAWING �) Egmeenng CHRISTOPHER APPR.ev: BOZEMAN MT N E S T S Consulting ze N.1 IT Ave. M. PE Design Bozeman,MT 59715 �pp5g PE 2 DATE:06/2018 DRAWING NUMBER MODIFY SCALE ACCORDINGLY NGINEERING, INC Planning Phone:(466)581-3319 0, . Q.A.REVIEW D-1 /�.�.r.. BY DETAILS EETSDETAILS.dw Plotted b %<mike h>%on%< '7hr 1&,innin 0 a New Standar µmmiu �COPYRIGHT?GENESIS ENGINEERING,INC.2018 DATE: CITY OF BOZEMANN SIDEWALK AND DRIVEWAY SPECIFICATIONS a•-o•MAX. I. Standard sidewalk location shall be one foot from property lines and within the public right-of-way. Deviations from the standard location shall be within accordance with the City of II(�3'-0"MIN. INSTALL PLUMB WITH TO BACK OF CURB • Bozeman's Sidewalk Policy. All sidewalks shall be five feet in width unless otherwise specified PUMPER NOZZLE B by the City Engineer. Construction of sidewalks,drive roaches,and curb and utter shall be FACING STREET DPP ti NEW HYDRANT, 1 In BOeOfdanci with Montana Public WUrI(5 Standard 5 p MUELLER SUPER 1 Specifications and as specified herein. CENTURION 250 • ,• ' •• OR WATEROUS PACER MIN,4'-0"CLEAR ALL REBAR ANCHOR B 2. All concrete sidewalks constructed across vehicular traffic lanes shall be a minimum of AROUND(TREES,HEDGES, o 3 ` / REDUCER six(6)inches in thickness. Drivcway aprons shall also be a minimum ofsix(6)inches in BUSHES,ETC.) •o MIN.V \� thickness. All other sidewalks shall be a minimum of four(4)inches in thickness. \\\ UHOISTURBED Eiwm O ADJUSTABLE SCREW 3. All base course for driveway approaches and sidewalks shall be I I*"minus washed rock ELEVATIONS AS SHOWN TYPE VALVE BOX V The base course shall be a minimum of three(3)inches thick under sidewalks and driveway ON PLANS OR 0 2' ABovE TOP of CURB GRADE _ aprons and six(G)inches thick under curb and gutter sections. 4. The grade of the sidewalk is to be established by a uniform slope of on arter(I.)e-qu inch GROUND LINE e v 0 LQygr v p •l.$J777 Fp`It7-_J' •1xJ71{ per foot rise from the top of the adjacent full-height curb. The uniform slope specified shall CONCRETE continue through the sidewalk section and to the curb to ensure drainage to the street. ANCHORS ' r TEE TEE (Plugged) BEND 5. The maximum driveway throat widths are as follows: residential access-24 feet: UNDISTURBED i STANDARD DIMENSIONS FOR THRUST BLOCKING commercial access-35 feet:industrial access-40 feet. For shared approaches for EARTH \L MIN.6.s COVER B -A" nTtaAO FEES A PLUGS PD•!bD IS•RTD A I • ?4r mD condominium.townhouse.or duplex units,the maximum driveway throat width is 40 feet. Any A B A B A I A B g .� existing full-height curb and gutter section shall he removed and replaced as one complete HYDRANT ASSEMBL section with the construction of a new dm•ewa5 approach, Approved contractors may be \\ PIPE TO BE DUCTILE NOTE:COAT RODS WITH"KOPPERS"BITUMASTIC N0.50 COATING OR EQUAL. 4• I'-Y 1'-Y t'-B• 1'-B• 1'-B• 0'-Ia• I'-Y 0•-B• ermined to sawcm existing full-height curb to provide drop-curbs fora roaches. A-Core Inc. IRON TO MAINLINE Y Y-o• r'-u• Y-s• Y-r t'-14r t'-Y -or d-1cr p g � pp \,'B, \t' - a• 2'-r r_r r-r J'-o• 2'-s• z'-r• r•-B• r-a• is an approved concrete culling contractor. 'CONCRETE \ �\ - 10• Y-4• Y�7' e-W Y-IO• T-a• r-a• 2'-2• r•-rt- THRUST - '"\ TO MAIN LINE THRUST BLOCK DIMENSIONS BLOCK or 4'o jr a a r-r 1-a• r-r :-Y r-r 6. Concrete(air-entrained)shall have a minimum compreccive strength of 4000 psi on a 28- \� ^^ 5¢m 100 PI 1 P51 200 P51 250 P51 300 P51 a c A e c A a c A c A a c 14• s'-s• a'_ro• e•-B• r-Ir 4•-B• r-s• >-s• 2'-a• day fast,wing 6 Backe of cement per cubic yard of concrete with a maximum Tatar contrnt of 6 12 6&8z'o'z-oz a' , 2 1 gallons per sack of cement. 2 METRIC DIMENSIONS FOR THRUST BLOCKING \� 4' z a IRS a PLM steaD0 4eWV a IPWS 2:r F. 7. Construction joints one 1 inch m depth shall be laced every 5 feel and JOINT AS REQUIRED FOR I 4 1e nrnMO J ( ) P P n ( ) \ \� PIPE SPECIFIED 3 8 24 . 92E5 A B A B A B A B expansion joints shall be placed ex�T twenty-five(25)f'et in sidewalks. Expansion joint loan as,. D4 As. asR aaR AS.R a" aaR material shall be one-half inch thick pre-formed bituminous treated fiberboard filler. h . ^5 o A s P s P e o A o Is- Barn aaN arm aao Gem as.. as.. asN NOTE:P.ess�.es sno.n obo�r o.e ma.�mvm.o.wn9 P.essV.es In system. Construction joints for curb and gutter shall he placed at ten(10)foot intervals and shall have a 20" aa,. aft I.ft aft am. a" 15N 31 minimum depth of 34"and minimum width of I R". half--inch expansion joint material shall be NI w 6"AUXILIARY GATE VALVE 25an T. Lan Tz. La.. of Ga.. a2P. a@ laced al all rots of curvature and tan n curb returns.and where new concrete abuts THRUST BLOCKING AND ANCHORS ARE REQUIRED ON ALL 6"VALVES AND LARGER UNLESS SPECIFIED BY THE ENGINEER. 30Pm Tam La. 1.4m L. I.Tm I.an aft aT P � gA �• s MIN.1/2 CUBIC YARD WASHED GRAVEL FLANGE JOINT MEGA-LUG OR APPROVED EQUAL JOINT RESTRAINTS MAY BE USED IN LIEU OF CONCRETE THRUST BLOCKS. existing concrete. ITte expansion material shall extend through the full depth ot'the curb and THRUST BLOCKS NOT REQUIRED ON TAPPING VALVES JBan I.an I.2m I.an 1.3. 1.4m I.an I.an 0.rr.. -MEGA-LUG OR APPROVED EQUAL JOINT RESTRAINTS MAY BE USED IN LIEU OF CONCRETE THRUST BLOCK ��. gutter. I.THESE TANUES ARE BASED ON 130 RsKlaw Imo MAN PINS9AEE z RRAP ALL nrnoas tim PaL/2111nDC 1000�Ba00 ft .)SCR'BEAaM6 PaE S. .it repreNentatn a front the City RnRineer's 011ice must inspect all forms and base CITY OF BOZEMAN SCALE: NO. 02660-4 CITY OF BOZEMAN SCALE: THRUST BLOCKING FOR NO. 02660-3 MONTANA PUBLIC WORKS SOME THRUST BLOCKING nMOM° course before concrete is ured in the public ri ht-of-w:n. Phone"2-221R1 to schedulc NONE FIRE HYDRANT NONE WATER MAIN VALVES DEC 2003 P t STANDARD DRAWING FEB 2008 STANDARD DRAWING STANDARD SPECIFICATIONS NONE FOR WATER MAIN FITTINGS NO.02660-t Inspections it minimum of-I houm to pouring. I NOT FnE1.[T NON PAsu THK)UGH Oeslx+t PAr T ENE PAvolo1T sun z art ALOIG A NEAT WATCAL UNE A�OF 12•(JOPn.)TIID.I M mQ O M TRENCH R WOANG NOE NEAT II+E H lED THAN S(0-)—ID GE UNDISTURBED \. O I:nrnHc PArIYENT tR tAAN ND auTTrR IECTKN. ^' REYONE AND REPLACE EMna PA%GENT SECTION BETWEEN EARTH (TYP.) / \ \\/\\ rlm.o.ANO mrc ar vAYDO1T. I 1 II~E BOX VA« CURB BOX _tLV CONCRETE THRUST FINISH GRADE (TY �MJ GLAND BLOCK P.) .RRrlrx TnD.w RAus WTH TOP SECTION DRSTIHG$1RCCT S.ARACE MJ GLAND s.aRNc ro coewK To DS HA aaAA qNv 8'MIN D.I. MJ DI. D.I. sslP.Alx a mO.AD PIPE TEE PIPE O PIPE a"F"a HUELLER-1542 WITH GHLVCO[f ING OR BRASS CAPED 2'All MJ VALVE J.J'MAK 7 N2TAl1 DEIEDTANL 4O.NG aENpN.G DR T MpMC TAPE.y(Ay�..) SUPraRr STSTn.6 N TNIs HELD LINE eAolaaE AS IPEoI,En Amu TO CObONN TB SCHOOL CROSSING MJ GLAND PIPE TD �y TD aawA (arnlRMu as.NA REaAATIos OR UNCONTROLLED CROSSING 65 LAIN S. -REDIuI.ds I--- i_____ �— -- +~-SEE NOTE 3 SPACE BARS TO 2•— nPE NSAC,OR•C BY•Se..) BE OUT OF WHEEL 11� � ® REST IN.CORROSION RESISTANT ALL THREAD TN).W BACRRI PATHS ��a,TYPICAL COPPER RESTRAINING ROD,CONFORMING TO ASTH A242-81, SERVICE LINE MJ VALVE--------- ALVE INSTALLED IN HALF THE AVAILABLE MECHANICAL JOINT BOLT HOLES(WP,)WHERE NECESSARY,CLAMPING 3"COPPER SERVICE LINE r LUGS(ROMAC"DUCTILE LUG"OR EQUAL)DESIGNED SIBI r.R 1 tsmDrlG 1/4 BEND To FIT DUCTILE IRON(D.I.)PIPE,AND CONFORMING UIOi.ILACFD COMPRESSION TO ASTM 536-80 MAY BE USED IN CONJUNCTION N e•(,b)ur R COUPLING MJ GLAND D.I. WITH THE RESTRAINING RODS. hPE I PPE BFDDNG CG DED AS SPECRYD 2 1/8"DIAMETER PIPE Pulxn B•0—,NAK N SEC m2x 1 O T 3 N u,FBB AID�rPA�D A•('�) 4 � rn IIIDPOIIDE I �URB STOP f— H L CORPORATION STOP O M Rllt NOTES: DRAIN HOLE DIAMETER IM TPO I iiinw 25TI-0 WATER MAIN Tr 2 M®GN0 (LINES LOCATION OF THE CROSSWALK TIDE REOIMm FOR ONES ARE DEPENDENT UPON LOCATION Di SOT ON—ARE I THE SIDEWALKS. OAOA..aM CROSSINGS, D LINE STOPLINE FOR CONTTROLLED ROLLED TRO ED \ O NON:SIX CONTRACT SPOON.PROASIOK roll ANT "/wOrNo To ST octi m nO,r 1uTFRU15 CROSSINGS AID/OR OTI[A 1REIZM DESIOI RwNREs AP {'APPROACHES MINIMUM FOR SINGLE LANE APPROACHES.FOR MUTT.-LANE A , APPROACHES.SEE MUTCD SEC 38-16 10 T ION a eAY rzB NK pN BTAHDAROS N Z N rsurA CO_. REWsm ro7m - - - T.•".. STAID'w PRe_ CITY OF BOZEMAN SCALE: TYPICAL PAVEMENT RGS N0. 02581-Z CITY OF BOZEMAN SCALE: TYPICAL VALVE/TEE NO. 02660-10 NONE TYPICAL UTIUTY TRENCH DETAILS NO.02221-1 NONE SCHOOL/OR uNCONTROLLEOMAKIN FOR FEB. 1996 CITY OF BOZEMAN SCALE: TYPICAL BLOWOFF NO. 02660-7 STANDARD DRAWING NONE RESTRAINT DEC 2003 STANDARD DRAWING CROSSINGS (TYPE "B" CROSSINGS) Revised May 2017 STANDARD DRAWING NONE Dec. 2003 VERIFY SCALE REVISIONS DRAWN BY:MDH PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY LINCOLN STREET 1097.003 REDUCED LINESELOW CHK'D.BY:CMW MEASURES ONE INCH ON )� ROAD&WATER&STORM MAIN EXTENSIONS SHEET NUMBER ORIGINALDRAWING �B�) Egmeenng CHRISTOPHER APPR.BY: BOZEMAN MT N E S I S Consulting 204 N.11th Ave. WASIA RE Design Bozeman,MT 59715 1OpSg RE 2 DATE:06/2018 DRAWING NUMBER MODIFY SCALE ACCORDINGLY NGINEERING, INC Planning phone:(406)561-3319 0, . Q.A.REVIEW p 2 / /..�.r.. BY DETAILS EETSDETAILS.d,Y Plotted b %<mike h>%on%< 'T�e'li innin 0 a New,Standar µmall w..t COPYRIGHT?GENESIS ENGINEERING,INC.2018 DATE: SDMH #1 EJIW 3]]2 FRAME TI ANO COVER,STAMPED RIM ELEvnilorv=sees rt "STORM DRAW W/CITY LOGO to� covER WITH EAPPROYED n1 smucruRE 4"MIN.OF nnn ADJUSTMENT G, u TEE SET vERIIVERTICAL. RINGS 9ORM PIPES M .—PIPE E—ED END EVC iCOVER WIN SQUARE CONCRETE coveR OPENING MANHOLE STEP AT 16"CENTERS 140° 0,57 MIN - 60" =480.25IN 4e0] NY BLOC oPONDe N UT FO NLET PIPE BLOCKOUT FOR OUTLET PIPE 44"TYP SIDE VIEW SLOT WIDTH 12.V PIPE PVD IrvIET Fill PIPE "SMP 4" 6"CONCRETE BASE 58"O.D. TOP VIEW CITY OF BOZEMAN SCALE: TYPICAL CONCRETE FIG A-1 NONE OUTLET STRUCTURE FOR MAY 2001 STANDARD DRAWING STORMWATER DETENTION PONDS 60" STANDARD STORM DRAIN MANHOLE ED=��. r . i NOTES: 1.Adjust manholes upward with adjusting rings under frame. 2.Adjust manhole downward by removing cone and barrel sections as necessary and replacing with sections of length required to match grade. 3.Slope manhole frame as required to mathch slope of street. 4.Final manhole adjustment shall be made before paving. 5.All joints between manhole sections,top cone,adjusting rings,and manhole ring shall be watertight.Joint material shall be"Ram-Nek"or approved equal. 6.Manhole ring and cover seal be adjusted to match final crown and grade of street Use RECORD Anderson Precast or approved equal concrete angled adjustment rings to obtain required angle. 7.Manhole ring and cover:use MCI 305 frame,305A cover,IFCO 772 frame, 772-B cover,or Doctor 1025,or D&I-A-1172 with 1"Doer. D RAW I N G 06/01 /22 CITY OF BOZEMAN Scale: MANHOLE ADJUSTMENT NO.02213-1 STANDARD DRAWING None DETAIL Rev.April 2005 VERIFY SCALE REVISIONS T- DRAWN BY:MDH PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY LINCOLN STREET 1097.003 REDUCED.LINEBELOW CHILD.BY:CMW MEASURES ONEINCH ON UPDATES PER CITY OF BOZEMAN REVIEW 5/29/2019 JRM ROAD&WATER&STORM MAIN EXTENSIONS SHEET NUMBER ORIGINAL DRAWING. i��II Engineering CHRISTOPHER APPR.BY: BOZEMAN MT 2 UPDATES PER CITY OF BOZEMAN REVIEW 6/27/2019 JRM ■ Consulting 204 N.11IT Ave. M.WASIA i■�11 Desi n B°zeman,MT 59715 I 70959 PE DATE:07/2018 DRAWING NUMBER MODIFYSCALEACCORDINGLY - g g Phone:(406)581-3319 \ f \ NGINEERING INC Planning �s O.A.REVIEW �.s��G,srE,./' BY., DETAILS D-3 HEETSDETAILS.dwO Plotted by%<chdstonher wasia>%on%<7 e&,IRRIR 0 aNeW,St0RgiG1�0 COW WitMtRI COPYRIGHT 0 GENESIS ENGINEERING,INC.2019 DATE: