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HomeMy WebLinkAboutProfessional Dr - 2004 PROFESSIONAL DRIVE ROAD IMPROVEMENTS AND SEWER AND WATER MAIN EXTENSIONS LOCATED IN THE CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA VICINITY MAP APRI L 15, 2004 NOT TO SCALE z w SHEET INDEX -- 4 a SHEET NO. DESCRIPTION '7T� w W C01 COVER SHEET l I LJ * .m smEEr CO2 ROAD - PLAN AND PROFILE 7-'l� S f ar e,eC—s, CO3 ROAD DETAILS W C04 SEWER MAIN - PLAN AND PROFILE -- r ka, <� C05 WATER MAIN - PLAN AND PROFILE a C06 CIVIL DETAILS - SEWER AND WATER C07 BOX CULVERT PLAN AND DETAILS O SITE w O 0 ;«E- r- 1. PROJECT BENCHMARK IS THE NW BOLT ON A FIRE HYDRANT LOCATED ON — — • p N N o THE NORTHWEST CORNER AT THE INTERSECTION OF COLLEGE AND SOUTH COLLEGE sm 20TH AVENUE, ELEVATION = 4842.946, BENCHMARK NO. 346, CITY DATUM. ��• ���I °Ip a w p p z a LEGEND _ �N3 INDEX CONTOUR \� I I Z 5 ♦c p w w CONTOUR MINOR (1' INTERVALS) NTAio�' 1:21�- U 5 5 a PROPERTY LINE FENCE � �4 AS 1 �l/ ILT- �U� -- SEWER MAIN o.loess aE I C �+[ r w -- WATER MAIN a p � -- UNDERGROUND PHONE o S UNDERGROUND FIBER o - ROAD CENTERLINE __ •— TOP BACK OF CURB _ O EDGE OF PAVEMENT EDGE OF GRAVEL SEWER MANHOLE Civil Engineering 32 DISCOVERY DRIVE DG WATER VALVE - FIRE HYDRANTCUR Land Surveying BOZEMAN, MT 59718 N ELECTRICAL STOP PHONE(406) 582-0221 ELECTRICAL PEDESTAL ALLIED __ ELECTRICAL METER Geotechnlcal Engineering FAX(406) 582-5770 �I-�[EE�[° LOCATION MAP TV PEDESTAL ENGINEERING TELEPHONE PEDESTAL NOT TO SCALE WELL UNDERGROUND GAS SIGN SERVICES, INC. • STORM CATCH BASIN IRRIGATION CONTROL VALVE • 12" PVC PROJECT ENGINEER: CHRIS G. BUDESKI, PE TREE CONIFER DESIGN ENGINEER: CHRIS G. BUDESKI, PE DEANNA L. GEBHARD, EI LAND SURVEYOR: KYLE THOMPSON, PLS TREE DECIDUOUS 3 12" I I !f I SAW CUT EXISTING PAVEMENT 1' l I I FROM EDGE IMMEDIATELY PRIOR INSTALL SIGNAGE PER COB I II I TO PLACEMENT E NEWS STANDARD DWGS 09810-1 PARKING ASPHALT CONCRETE CROSSWALK I STA. 1+41 STA. 6+35 RT & LT. ARROWS SHALL HERE TO 18 �1(INLAID THERMOPLASTICS I' POINT TO CORNER. STRIPE CURBING C PER COB STANDARDS DRIVEWAY APPROACH I ) I - FROM SIGN TO PC PER CITY SIDS. CORNER CURB CUT ONLY � STA. 2+78.5 � I STA. 0+00 I DRIVEWAY APPROACH ♦� STOP BAR 1 START ROAD CONSTRUCTION CURB CUT ONLY (INLAID THERMOPLASTICS 1 I STA 6+61.74 18.5' LT COLLEGE AVENUE MATCH EXISTING GRADE AND ALIGNMENT. 2' INTEGRAL PER COB STANDARDS) is g m PC TBC = 4841.78 PROFESSIONAL WAY /r EXISTING CURB SHOWN IS APPROXIMATE. �� CURB & GUTTER 5' WIDE CONCRETE ` STA 6+76.74 32.89' LT 0 CONTRACTOR TO ALIGN NEW CURB WITH �� SIDEWALK (FUTURE) -i-�ySL- / INSTALL SIGNAGE ____ '� :APT TBC = 4842.11 / _ ( STANDARD DWGS EXISTING TO ENSURE SMOOTH TRANSITION. _ \ /- � � �' �- PER COB EXISTING EOG (TYP.) - /l\ R.O.W. 09810-1 & 15 RAD - EDP V 09810-4 STA. 6+63.59 -- I 6' TAPERED 0D, 30 i d8'' •ya 35 d8� 60' R.O. a� CUR 3 '�� .y0 a B END i d da OAD CENTERLINE d_ ^' u d� tBC d0 0 m I•� m S o o S TO TBC' o PROFESSIONAL DRIVE I FIRERANT g II I w ,. W- W- w J TRU CO - - - - NSCT 6' ASPHALT i -- - CONSTRUCT RAMP -15' RAD - EDP 'SAWCUT EXISTING PAVEMENT 1' F � / �� - - 47 �/ S MH �/ 3 �; -��� R.O.W. -`-- ROM EDGE IMMEDIATELY PRIOR / OF 3) STA. 6+7&35 33.1' RT TO PLACEMENT OF NEWS - - - - - - 'LrW - - - C3 __ _- _-_. ._ _ - PT TBC - 484249 ASPHALT CONCRETE I - II _ ` STA 6+63.35 18.5' RT 71' DRIVEWAY APPROACH PC TBC = 4841,78 C3 TYPj0F 4 �.I \ / II I I I BOXSCULIVERT RISE nDJUST EXISTING MANHOLE RIM PAVED �r Imo--'( TO NEW FINISH GRADE. PARKING LOT PAVED u u PAVED r If PARKING I PARKING _ I PAVED LOT _ _ - LOT PARKING LOT I ; I PLAN VIEW-ROAD 4870.0 4870.0 O PA STA - 5+25.0 n 00 4865.0 ,0 PVI ELEV= 4837.7 'i 0D r m 4865.0 + ry K = 41.32 `+ nv 4860.0 o a o 0 50.0' V.C. o m a a a II 11 00 3 II u 11 11 4860.0 4855.0 W a W (UA w m w w N w 4855.0 a 5 > > 3 m > j > j N a s 5 5 4850.0 a o J a WO m m W a a a 4850.0 a' U N W N W n ¢J 4845.0 y J w w m +N cn U 4845.0 e 0 a x N;o N N FINISHED 2.52% 4840.0 0 ±N d J J N PAVED ROAD 3.0% 4840.0 Q N N V N U Ln 4835.0 v~i 4835.0 1.799. EXISTING 4830.0 GROUND STA. 6+58.5 4830.0 1.189. 66' LONG W/ SLOPED END SECTIONS. 12' SPAN X 4' R SE BOX CULVERT 4825.0 INV IN ELEV 46555..58 4835.54 4825.0 INV CUT ELEV 4035-SSf 4835.31 4820.0 4820.0 4815.0 4815.0 n a �o' of n Oo (p 1f� n an n1 i!] N y ap f p 7 Y'O� N N Oj m O, O f"I N 17 n ~!h M w j n m M 01 M n N a c� g 0 0 0 0 0 0 0 0 0 0 0 0 n 0 o O o 0 0 O o 0 0 O 0 a S o $ 0 0 0 0 0 0 0 0 0 0 0 �i N N O N O N O N O N O N O, LAS-IBUILT) + + + + + + + + + + + + + + + 0 0 � -- N N n � a a �n in �o co m PROFILE VIEW-ROAD NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE �R�CA0 SCALESCALE TAN PROJECT ly: 04-043 SHEET 1 REVISED DESIGN CGB 5/4/04 0 30 60 0 10 20 PROFESSIONAL DRIVE DATE: 04-15-04 2 REVISED PER CITY CHANGE CGB 6/16/04 �� Civil Engineering 72 DISCOVERY DRIVE C2 OF 7 3 REVISED PER CITY REVIEW CGB 8/09/04 1 INCH = 30 FEET 1 INCH = 10 FEET °E Land Surveying BOZEMAN,MT 59718 R-PROFESSIONAL DR o,�s PE ROAD - PLAN AND PROFILE PHONE(406)582-0221 PROFESSIONAL DRIVE 4 AS-BUILT RCO 8 25 04 PROJECT ENGINEER: CGB DRAWN BY: DLG ALLIED Geotechnical Engineering FAX E(40)582-0 BOZEMAN,MONTANA ENGINEERING ROAD PLAN&PROFILE /�cc" stsxv,Cea ...: L:\2OU4\04-043\d.g\R-d.\R-PROFESSION Ld g DESIGNED BY: CGB, DLG REVIEWED BY: CGB 24" .5" 2" 5' _ 4" THICK P.C.C. (MIN) S = 2.0% SIDEWALK 4• TOPSOI 3"R 4 5" (TYP.) 4"R 3/4" 7 1.5' 12 MIN. 3" OF WASHED ROCK BASE (SEE GRADATION REQUIREMENTS IN 6., C.O.B. MODIFICATIONS TO MPWSS 75" SECTION 02529) FUTURE DEVELOPMENT �9.. COMPACTED SUBGRADE 60• ROW C/LNOTES: 5' SIDE5' 1. CONCRETE DEPTH FOR STD. SIDEWALKS SHALL BE 4" MIN. 6" AT 1 ----WALK 5.5� 7' I 11 7' 5.5' SIDE 1 CRUSHED GRAVEL FUTURE PARKING DRIVING DRIVING PARKING WALK DRIVEWAYS. (FUTURE) BASE - 3" MIN. 2. SIDEWALKS SHALL SLOPE AWAY FROM STRUCTURES AND BUILDINGS AT 2R. 3. CONCRETE SHALL BE 4,000 PSI O 28 DAYS. 4. CONTRACTION JOINTS SHALL BE PLACED AT 5' INTERVALS, EXPANSION 3 6" 6" 3 SUB-BASE COURSE JOINTS AT 25' INTERVALS. AS REQUIRED 5. EXPANSION JOINT MATERIAL SHALL BE X2" THICK PRE-FORMED BITUMINOUS O O TREATED FIBERBOARD FILLER. 6. CONC. SIDEWALK SHALL BE CONSTRUCTED IN ACCORDANCE W/C.O.B. MODIFICATIONS TO MPWSS SECTION 02529. NOTES: COMPACTED SUBGRADE �• 37. 3% 2 DETAIL -� 1. SUBGRADE AND BASE COURSE COMPACTION SHALL CONFORM TO SECTION 02230(M.P.W. SPECS., 5TH C3 CONCRETE SIDEWALK ) ED.) NOT TO SCALE .> CURB CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF CITY OF BOZEMAN STD, CURB ANC 3/4" AND MINIMUM WIDTH OF 1/8". GUTTER (TYP.) 3. 1/2" EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL P.C.S, P.T.S, CURB RETURNS AND AT NOT ROAD SURFACE AND BASE MORE THAN 300' INTERVALS. THE EXPANSION MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF THE MATERIALS. SEE DETAIL 5 THIS CURB AND GUTTER. SHEET 4. NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE CITY ENGINEER OR HIS REPRESENTATIVE. 5. CONCRETE SHALL BE CLASS M-4000. 6. CRUSHED GRAVEL BASE SHALL MEET THE REQUIREMENTS OF SECTION 02235 (MPW SPECS, 5TH ED.) SECTION �DETAIL L'3 TYPICAL ROADWAY SECTION c� INTEGRAL CONCRETE CURB&GUTTER NOT TO SCALE C.O.B STD DTL 02528-1 EXPANSION JOINT MATERIAL SHALL BE 1/2" THICK GENERAL NOTES: PRE-FORMED BITUMINOUS TREATED FIBERBOARD FILLER, ALL CURB REPLACEMENT SHALL BE DONE WITH INTEGRAL 1. STRIP WORK LIMITS, REMOVING ALL ORGANIC MATTER WHICH CANNOT BE COMPACTED INTO CURB AND GUTTER UNLESS OTHERWISE APPROVED. A STABLE MASS. ALL TREES, ROOTS, BRUSH AND DEBRIS ASSOCIATED WITH CLEARING, STRIPPING OR GRADING SHALL BE REMOVED AND DISPOSED OF OFF-SITE. CONTRACTION JOINTS TO BE SPACED 3" ASPHALT CONCRETE (NOT IN THIS CONTRACT) 2. IMMEDIATELY FOLLOWING STRIPPING OPERATIONS. COMPACT SUBGRADE TO 95%OF THE AT 10' INTERVALS IN CURB & GUTTER MAXIMUM DRY DENSITY PER ASTM D-698 TEST METHOD (STANDARD PROCTOR). SUBGRADE MUST BE INSPECTED AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO PLACING 6" THICK, 1 1/2" MINUS EMBANKMENTS, ENGINEERED FILLS OR FINE GRADING FOR BASE ROCK. 5' TRANSITION SECTION FROM CRUSHED BASE COURSE EXISTING CURB TO DROP CURB: GRAVEL 3. ALL FILLS SHALL BE ENGINEERED EXCEPT FOR FILLS LESS THAN 15-INCHES IN 4" RISE PER FOOT FROM TOP OF ADJACENT 15" THICK, 6"-0 UNCRUSHED DEPTH WHICH ARE LOCATED OUTSIDE THE PUBLIC RIGHT-OF-WAY, BUILDING PADS, GRADE ESTABLISHED AS 1 / SUB-BASE COURSE GRAVEL PARKING LOTS OR OTHER AREAS TO BE IMPROVED. ENGINEERED FILLS SHALL BE I FULL HEIGHT CURB OR MATCH EXISTING SIDEWALK GRADE CONSTRUCTED IN 6" LIFTS OVER APPROVED SUBGRADE. EACH LIFT SHALL BE SIDEWALK DRIVEWAY APRON COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY PER AASHTO T-180 TEST EXPANSION JOINTS COMPLETELY 1' + 5' TYP. 5.5' TYP. METHOD (MODIFIED PROCTOR). AROUND SIDEWALK SECTION WOVEN GEOTEX7ILE FABRIC 4. CONCRETE CURB AND GUTTER, SIDEWALKS AND DRIVEWAYS SHALL BE M-4,000 1/4" PER FOOT SLOPE STREET SURFACE, (MIRAFI 60OX OR EQUI V.) PSI CONCRETE ®28 DAYS AND SHALL CONFORM TO MONTANA PUBLIC WORKS STANDARDS, 5TH EDITION, WITH CITY OF BOZEMAN MODIFICATIONS TO MPWSS, 26' COMPACTED SUBGRADE I MARCH 2O04. CURB & APRON POURED MONOLITHIC ROADWAY NOTES: UNLESS OTHERWISE APPROVED ? 1. PAVEMENT SECTIONS SHALL BE CONSTRUCTED PER MONTANA PUBLIC WORKS 5. SIX-INCHES NOMINAL CURB EXPOSURE SHALL BE USED FOR ALL STREET GRADES UNLESS OTHERWISE SHOWN. CONTRACTOR SHALL CONSTRUCT HANDICAP ACCESS Z - STANDARD SPECIFICATIONS (MPWSS) UNLESS OTHERWISE STATED. RAMPS AT ALL INTERSECTIONS IN ACCORDANCE WITH CURRENT ADA REQUIREMENTS. w SIDEWALKS SHALL BE A MINIMUM OF 4-INCHES THICK. 3" WASHED ROCK CONTRACTION JOINT a_ \ -CURB & GUTTER 2. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM OF 97%OF MARSHALL o MIN. 6" THICK LABORATORY DENSITY. 6. A.C. PAVEMENT SHALL CONFORM TO MONTANA PUBLIC WORKS STANDARDS, 5TH a M-4000 CONCRETE EDITION, AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, MARCH 2O04. A.C. EXPANSION JOINTS AT CURB RETURNS • OR MATCH EXISTING OR REQUIRED SIDEWALK WIDTH 3 SUB-BASE, BASE COURSE & SUBGRADE SHALL BE COMPACTED TO 95%PER ASTM PAVEMENT SHALL BE COMPACTED EQUAL TO OR GREATER THAN 95%OF MARSHALL D-698. LABORATORY DENSITY. BACK OF CURB 4. THE DESIGN SECTION IS SUITABLE PROVIDED THE SUBGRADE SOILS ARE DRY, STABLE, 7. ALL EXISTING OR CONSTRUCTED MANHOLES, CLEANOUTS, MONUMENTS, GAS i AND CAN BE COMPACTED TO 95 PERCENT OF ASTM D-698 PRIOR TO THE PLACEMENT VALVES, WATER VALVES AND SIMILAR STRUCTURES SHALL BE ADJUSTED TO MATCH FLOW LINE OF SUB-BASE GRAVEL. FINISH GRADE OF THE PAVEMENT, SIDEWALK, LANDSCAPED AREA OR MEDIAN STRIP w EDGE OF GUTTER 5. IF UNSTABLE SUBGRADE CONDITIONS ARE FOUND TO BE AN ISSUE DURING WHEREIN THEY LIE. CONSTRUCTION, EITHER THE OVERLY MOIST SOILS WILL NEED TO BE SCARIFIED AND o 5.5' SIDEWALK CONTRACTION JOINTS DRIED OR THE SUB-BASE COMPONENT OF THE PAVEMENT SECTION WILL HAVE TO BE 8. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, STRAIGHT GRADES SHALL BE RUN a SPACED AT 5' INTERVALS - MIN. THICKENED TO ADEQUATELY BRIDGE THE INFERIOR SOILS. DEPENDING ON THE LEVEL BETWEEN ALL FINISH GRADE ELEVATIONS AND/OR FINISH CONTOUR LINES SHOWN. DEPTH 1". EXPANSION JOINTS OF SEVERITY SOF THE O T SUBGRADE, COULD RANGE NTH ITS 6OVERALL TO INCHES.AERIAL EXTENT, SUNLESS TEEPER OTHER ISEISHOWN, NO CUT OR FILL SLOPES SHALL BE CONSTRUCTED 5• TO BE PLACED AT 25' V. INTERVALS. 6. THE ENGINEER SHOULD BE INFORMED ABOUT THE UNSTABLE SUBGRADE CONDITIONS AND CONSULTED REGARDING THE APPROPRIATE THICKNESS OF ADDITIONAL SUB-BASE 9. PRE-PAVING INSPECTION. PRIOR TO PAVING OF STREETS A PRE-PAVEMENT GRAVEL. INSPECTION SHALL BE CONDUCTED, THE CONTRACTOR, A REPRESENTATIVE OF THE - CITY AND THE ENGINEER SHALL ATTEND THE INSPECTION. CONTRACTOR SHALL a DETAIL GIVE A 48 HOUR (2 BUSINESS DAYS) NOTICE TO THE CITY AND ENGINEER PRIOR ca NON-RESIDENTIAL DRIVEWAY APPROACH s DETAIL TO CONDUCTING THE PRE-PAV NG INSPECTION. C.O.B. STD DTL 02529-11 c3 TYPICAL PAVEMENT SECTION NOT TO SCALE AS-11-WILT NO. REVISIONS DRAWN 8) DATE tr AN PROJECT #: 04-043 SHEET` 1 REVISED PER CITY REVIEW CGB 5/20/74 PROFESSIONAL DRIVE Civil Engineering 32 DISCOVERY DRIVE DATE: 04-15-04 �� 7 AS-BUILT RCO 8 25 04 SCALE AS NOTED OF • � Land Surveying BOZEMAN,MT 59718 R-DETAILS.dwg �,,,a ROAD DETAILS ALLIED Geotechnical Engineering PHONE(406)582-0221 PROFESSIONAL DRIVE PROJECT ENGINEER: CGB DRAWN BY: DLG a FAX(406)582-5770 BOZEMAN MONTANA ENGINE);KING Structural Engineering ROAD DETAILS DESIGNED BY: CGB, DLG REVIEWED BY: CGB -otAs�� T sFnvlces,we L:\2004\04-043\Jwy\Waatavalm\R-DETAILS.d.g o I IPROPERTY I _PROPERTY PROPERTY - LINE LINE I ALINE EXISTING 8' V I /SAN SWR STA. 2+35.1 (LT) STA. 3+36.1 (LT) PROPOSED WATER STA. 0+65J (LT) I 4' PVC SS SVC 4" PVC SS SVC ( ) STA. 0+00 4" PVC SS SVC SLOPE _4%--2.rX - SLOPE = 2°G SERVICE TYP •EXISTING 48" MH 1 ///---SLOPE = 2K , L = 35.>� / L = 36.0' ADJUST RIM . NEW / L =�5 _EXISTING 29 r !/FINISH GRADE. / 28' raj ! EOG _-15•- W'_ 15 75 ROW -T s t s WPROFESSIONAL WAY 3T TBC s qq TO TBG N CD r SAN ISVR S g o o , �"S9 PVC SEWS MAIN 6 - - - 1 W - W W W W W ---W_ ---f-- ' 8 DI LASS 51 ATER MAIN I o' I STA. 2+54 v/ , STA. 5+08 \v 48 MH 2 _-48 MH 3 ` STA. 0 03 STA. 1+48.3 (RT) STA. 3+24.5 (RT) - -- - - -- - REMOVE END CAP AND CONNECT TO � 4" PVC SS SVC - _•�_ 4" PVC SS SVC I ) \ / G>~ EXISTING 8" STUB. CONFIRM EXT'G SLOPE = 27° � SLOPE = 2% I \ STA. 5+00.5 (RT) INVERT ELEV PRIOR TO INSTALLATION L = 36' \ L = 36' ,j \\ 4" PVC SS SVC ` OF NEW MAIN. IF DISCREPENCY IS / { SLOPE =4%-2.2% FOUND BETWEEN DESIGN AND FIELD \ r 1 r L = 36' I I C CONDITIONS CONTACT ENGINEER. r ` I J L ----EXISTING 8" SAN SWR 1 r� r7 F- 1 r J L PLAN VIEW-SEWER MAIN 4875.0 m 4875.0 N N NOTE' 4870.0 Ina v 4870.0 POTHOLE AND VERIFY LOCATION AND INVERT OF ALL EXT'G N MAINS PRIOR TO CONNECTION/CROSSING. IF DISCREPANCY 4865.0 All �i 4865.0 IS FOUND BETWEEN FIELD CONDITIONS AND DESIGN, CONTACT THE ENGINEER PRIOR TO CONSTRUCTION. rnm II nIN II 4860.0 W oo II IIr �N II 'nr� 4860.0 O�OZZO N0 Zp OODo 4855.0 .Ou-.-.- �`�uw� ,u'. 4855.0 1wF,K5"IS' or�zz ��Wi a InVF,zzz alno'?? 4850.0 4850.0 4845.0 4845.0 FINISHED 4840.0 PAVED ROAD 4840.0 4835.0 - - - - - 4835.0 4830.0 EXISTING GROUND 4830.0 SLOPE _�� 1.83% 4825.0 2gg,7g L OF g" SDK 35 PVC SEWER MAIN SLOPE = 1.97x ,� 4825.0 PROPOSED 4820.0 4 ' WATER MAIN 4820.0 I 4815.0 4815.0 I�nj N b N a n a o qo f ♦ qo M rn N to a In FI N N N N M N M N M N h N M N M N n N n Wig{ n a a a a a i e 0 0 0 0 0 0 0 0 0 0 o n 0 0 0 0 0 0 0 0 0 0 o In 0 0 0 0 0 0 0 0 0 0 1 In 0 0 0 In o 0 0 4 o 0 + + + + N N + + + + + + 0 o n r> a a In In AS-'13� yIg T PROFILE VIEW-SEWER MAIN �J li w �1 NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE VERTICAL SCALE PROJECT N: 04-043 SHEET AS-BUILT RGG 8/25/04 D 30 60 0 10 20 PROFESSIONAL DRIVE �:� Civil Engineering 32 DISCOVERY DRIVE DATE: 04-15-04 C4 OF 7 SEWER MAIN PLA -//N AND PROFILE BOZEMAN,MT 59718 S-MAIN.dwg 1 INCH = 30 FEET 1 INCH = 10 FEET * Land Surveying PROFESSIONAL DRIVE "°'°°�'" ALLIED GeotechnicalEn PHONE(406)582-0221 PROJECT ENGINEER: CGB DRAWN BY: DLG , Engineering FAX(406)582-5770 DESIGNED BY: CGB, DLG REVIEWED BY: CGB «A.�° BOZEMAN,MONTANA ENGINEERING SEWER MAIN SERVICES.INC. L:\ID04\D!-W3\Jrq\WMterals\5-NAIN.Orq - I PROPERTY LINE EDGE PAVEMENT STA. 0+00 STA. 1+64.6 I STA. 2+97.9 6" DI TEE 4" SDR 35 PVC STA. 4+84.92 REMOVE END PLUG & CONSTRUCT .1.5" COPPER WS 1.5" COPPER WS -SS SVC (TYP. EAST) 1.5" COPPER WS / EXISTING 14" WATER MAIN NEW 8" WATER MAIN ; L = 44-8-(LT) /L = +icy(LT) !L = 47.0' (LT) I ASSUMED DEPTH OF 6.5'. VERIFY 44.5' 42• /INV. ELEV PRIOR TO CONSTRUCTION. 7 8" GATE VALVE 8" DI SPOOL ROW /FL X MJ W/MJR STA. 0+07 STA. 6+H9.36 EXISTING 6" 8" DI GATE VALVE, 8" X 14" WATER MAIN 41' 37' TBC STA. 6+20.5 (RT) /TAPPING TEE / MJ W/MJR 60' R.O.W. ,os��,e.m,w S,,,I�ROFESSIONAL WAY TO TBC 8" X 6" DI TEE, 47 S S -_ _ _ MJ X MJR ' vgovu:Eo S'WTe wTiN B" SDR 35 PVC WER MAIN 8 DI ASS 51 WATER MAINw -�-- ----. _.- ..--'- ---- FOw E IRE HYDRANT -' --vARROW BOLT 7�7 �� �� �4842.99 STA. 6+20.5 (RT) STA 6+89 STA. 0+40 - � '�- 4" SOP 35 PVC - `� �- - -'�-OFFSET 10.5' I POTHOLE AND VERIFY DEPTH AND LOCATION OF HORIZONTAL AND I \ STA 1+62.5 ` STA 3+38.8 - - _ STA 5+15 `-.HYDRANT ASSEMBLY EXISTING 14" WATER MAIN. CONTRACTOR SHALL SS SVC (TYP. WEST) VERTICAL DEFLECTION � I °F 2" COPPER WS L=25' 2" COPPER WS L=25' 2" COPPER WS L='25 23' W/6" D.I. HYDRANT SPOOL� SAWCUT EXT'G PAVEMENT AND PROVIDE EXCAVATION, \' CURB STOP 6' BEHIND CURB STOP 6' BEHIND \ i CURB STOP 6' BEHIND it PER CITY OF BOZEMAN Z BACKFILL AND PAVEMENT REPLACEMENT AND ALL y STA. 0+03 \ (PROPERTY LINE l (PROPERTY LINE \ PROPERTY LINE �I STD DWG NO. 02660-4 MATERIAL AND EQUIPMENT AND INSTALL 8" CL 51 6" X 8" DI REDUCER, \ / \ 8' BURY D.I. WATER MAIN PER CITY OF BOZEMAN STANDARDS. I,MJ W/MJR CITY SHALL HOT TAP EXT'G 14" W/L AND INSTALL 8"x 14" TAPPING TEE, AND 8" GATE VALVE. CONTRACTOR TO COORDINATE, PROVIDE ALL EXISTING 8" NECESSARY TRAFFIC CONTROL AND PAY ALL COSTS. SAN. SWR - - - I W PAVEMENT REPLACEMENT SHALL BE A MINIMUM OF - 4" THICK 2 LIFTS). ) . 1 �11 O f I 1 1 __ / A wwa`�u° \ 1 ILI PLAN VIEW-WATER MAIN 4890.0 4890.0 4885.0 4885.0 NOTE. 3 4880.0 4880.0 POTHOLE AND VERIFY LOCATION AND INVERT OF ALL EXT'G MAINS PRIOR TO CONNECTION/CROSSING. IF DISCREPANCY 3 IS FOUND BETWEEN FIELD CONDITIONS AND DESIGN, CONTACT 4875.0 3 4875.0 THE ENGINEER PRIOR TO CONSTRUCTION. ^o rn x w INSTALL JOINT RESTRAINTS WITHIN 95' OF ALL FITTINGS, 4870.0 ; N 3 o z w 4870.0 VALVES AND END OF LINE. a ;y ; m z 4865.0 o o z cai+ rn > Q' a M 4865.0 W > L) F O w O~� M e M M 4860.0 oop oo�lnr? i5 II 10 uFo o a '> aea�o, It - n' 4860.0 + Q+ It 'T 11 It + 0 z m0 0 ox4655.0 �0, o �� xy4855.0 z z nz �nz > z 4850.0 > 4850.0 MAINTAIN 6" SEPERATION BETWEEN EXISTING 4845.0 8" SANITARY SEWER AND NEW WATER MAIN. BOX FARMER'S 4845.0 PLACE ONE FULL LENGTH OF WATER PIPE CULVERT CANAL CENTERED AT CROSSING OF EXISTING FINISHED_ 4840.0 SANITARY ISEWER; PAVED ROAD 4840.0 INSTALL RIGID 4835.0 BOARD INSULATION __ - - 4835.0 4' WIDE, 40' LONG, _ -- - - - - EXISTING 2" THICKNESS _ _ GROUND 4830.0 it 4830.0 R MAIN f INSTALL RIGID � 4825.0 g77.4 LF OF 8" DI CLASS 51 WA BOARD INSULATION_ 4' WIDE, 36 LONG, 4825.0 ', STA. 5+09.85 4" THICKNESS 6" SS SVC 4820.0 STA._1+57.6 ____ STA. 3+33.84 STA. 0+10 - - ---- --- --- - CROSSING 4820.0 6" S SVC 6` SS SVC 8" SEWER MAIN CROSSING CROSSING 4815.0 CROSSING NW.0 0Na0 N N t0 n Of NfV 4815.0 O O n ep O C6 m N (V n e0 W 0 m (p m 0 0 M N N N In N M M N M In M a M0 O * M 3 �i a 8 S 8 S o 8 S S o 0 0 0 o S M 0 0 0 a 0 9 8 6 0 0 0 0 0 0 m O N O IN O itl m i + + + + + + + + + + + + + + + O O N N M M a a O e0 t0 tp A/17 -�� 4 I L 7TI PROFILE VIEW-WATER MAIN ,\��J11 ,,�/flJII',l a a N0. REVISIONS DRAWN BY DATE HORIZONTAL SCALE VERTICAL SCALE Tq PROJECT 1: 04-043 SHEET 1 REVISED LOCATION OF F.H. CGB 5/6/oa o 30 60 0 10 20 q PROFESSIONAL DRIVE Civil DATE: 04-15-04 C5 7 2 AS-BUILT DRAWINGS RCO 8 25 04 L Civil Engineering 72 DISCOVERY DRIVE OF 'm.; WATER MAIN PLAN AND PROFILE Land SurveyingPHONBOZEMAN,MT 59721 W-MA FES 1 INCH = 30 FEET 1 INCH = 10 FEET PROFESSIONAL DRIVE ".ioe:e Pc PHONF.(406)582-0221 PROJECT ENGINEER: CGB DRAWN BY: DLG , ALLIED Geotechnical Engineering FAX(406)582-5770 eTAeee BOZEMAN,MONTANA ENGINEERING WATER MAIN DESIGNED BY: CGB. DLG REVIEWED BY: CGB wv�ces.iric. L:\zoos\oa-o(3\a.ra\wm«\w-wuN:9 FRAME AND COVER TO BE EITHER CAIRD NO. 52441, MCI 305 FRAME, 305A COVER, OR IFCO 772 FRAME, 772-B 7" COVER. COVERS SHALL HAVE i" PICK HOLES. NOTE: ALL JOINTS BETWEEN MANHOLE SECTIONS, GENERAL NOTES: ADJUSTABLE RINGS, MANHOLE RING & TOP SECTION, AND AROUND SEWER GREEN STEEL POST 2" MIN., 12" MAX. 1 PIPE INTO MANHOLE SHALL BE WATERTIGHT. JOINTING AT END OF SERVICE/ 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO MONTANA PUBLIC WORKS -� MATERIAL SHALL BE "RAM-NEK" OR EQUAL FOR ALL STANDARDS, 5TH EDITION WITH CITY OF BOZEMAN MODIFICATIONS. UNLESS _ JOINTS EXCEPT BETWEEN SEWER PIPE AND MANHOLE PROPERTY OTHERWISE APPROVED BY THE ENGINEER CONSTRUCTION SHALL BE DONE BETWEEN WALL. LINE OR 8:00 A.M. AND 5:00 P.M., MONDAY THROUGH FRIDAY. 5 Y2' BOULEVARD EASEMENT 5' 5• PRECAST REINFORCED CONCRETE r(TYP) LINE 2. CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF ALL EXISTING MANHOLE RISER & ECCENTRIC CONE 4'-0" ( UTILITIES WHERE NEW FACILITIES CROSS OR CONNECT. CONTRACTOR SHALL BE TOP MANUFACTURED IN ACCORDANCE STREET RESPONSIBLE FOR EXPOSING POTENTIAL UTILITY CONFLICTS FAR ENOUGH AHEAD OF WITH ASTM DESIGNATION C-478. CONSTRUCTION TO MAKE NECESSARY GRADE MODIFICATIONS WITHOUT DELAYING THE }MANHOLE (�SURFACE % 5' SIDEWALK GROUND SURFACE WORK. ALL UTILITY CROSSINGS SHALL BE POTHOLED AS NECESSARY PRIOR TO STEPS ' 1 (TYP) 4 EXCAVATING OR BORING TO ALLOW THE CONTRACTOR TO PREVENT GRADE OR 1 16 CENTERS ` 1 ALIGNMENT CONFLICTS. � l o O 3. CONTRACTOR SHALL ERECT AND MAINTAIN BARRICADES, WARNING SIGNS, AND COMPACTED BACKFILL TRAFFIC CONES PER CITY AND MDT REQUIREMENTS IN ACCORDANCE WITH THE C) (SEE SPECS.) MUTCD (INCLUDING MONTANA AMENDMENTS). ALL TRAFFIC CONTROL MEASURES a 11 5' 6 2.5' SHALL BE APPROVED AND IN PLACE PRIOR TO ANY CONSTRUCTION ACTIVITY. 48" (�) 4. AT LEAST 2 BUT NOT MORE THAN 10 BUSINESS DAYS BEFORE BEGINNING ANY _ (TYPICAL EXCEPT IN SPECIAL � CIRCUMSTANCES WHERE CITY HAS EXCAVATION, THE CONTRACTOR SHALL, ACCORDING TO MCA 69-4-50 NOTIFY ALL `:'�?'ABLE xo^ APPROVED ALTERNATE LOCATIONS) OWNERS OF UNDERGROUND FACILITIES AND COORDINATE THE WORK WITH THE ��W SHELF-SLOPE 1" PER FOOT TOWARD 2"X 2" OWNERS OF SUCH UNDERGROUND FACILITIES. THE INFORMATION SHOWN OR N CHANNEL (SEE CHANNEL DETAIL) WOOD INDICATED IN THE CONTRACT DOCUMENTS WITH RESPECT TO EXISTING UNDERGROUND nCHANNEL SERVICE LINE. SLOPE = Y' MARKER FACILITIES IS BASED ON INFORMATION AND DATA OBTAINED FROM THE OWNERS OF FLEXIBLE GASKETED JOINT (TYPICAL PERF00T MIN., X" PER FOOT THE FACILITIES WITHOUT FIELD EXPLORATION, AND AS SUCH, OWNER AND ENGINEER FOR PREC T BASES - SEE DETAIL) 45'ELBOW MAX. ARE NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SUCH DIA, OF PIPE SEWER MAIN -\ / \\ 5. PIPE BEDDING AND BACKFILL, ALL PIPES SHALL BE BEDDED WITH MINIMUM " 4-INCHES OF TYPE 1 PIPE BEDDING AND BACKFILLED WITH THE SAME MATERIAL A A MINIMUM OF 6-INCHES OVER THE TOP OF THE PIPE PER CITY OF BOZEMAN BARS - 1�0" Ct- PLUG STANDARD 5 DETAIL 02221-1. 04'-4q" -� PRECAST OR POURED-IN-PLACE BASE. (MIN.g IA. POURED-IN-PLACE BASE, MINIMUM CONCRETE '` IN LINE WYE FITTING FOR 6. CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT AND FACILITIES THICKNESS BELOW PIPE IS 8 INCHES. NEW INSTALLATIONS. REQUIRED FOR TESTING ALL UTILITY PIPING IN ACCORDANCE WITH CITY --RADIUS OF PRECAST BASE, MINIMUM THICKNESS IS 6 SADDLE FITTINGS ALLOWED CONSTRUCTION SPECIFICATIONS. COST OF ALL INITIAL AND RETESTING SHALL BE MANHOLE INCHES. ALL BASES REINFORCED AS SHOWN. SERVICE INLET NO FOR EXISTING INSTALLATIONS BORNE BY THE CONTRACTOR. SLOPE AT 1" PER LOWER THAN SPRING ONLY UPON APPROVAL OF FOOT CHANNEL TO GROUT INVERT TO SPRINGLINE LINE OF SEWER MAIN CITY OF BOZEMAN SEWER 7. NO TRENCHES IN ROADS OR DRIVEWAYS SHALL BE LEFT IN AN OPEN CONDITION FULL PIPE DEPTH OF PIPE IF GAP BETWEEN PIPE FOR WYE FITTINGS. DEPARTMENT OVERNIGHT. ALL SUCH TRENCHES SHALL BE BACKFILLED, COMPACTED AND CLOSED AND CHANNEL IS GREATER THAN 1/8"- BEFORE THE END OF EACH WORK DAY AND NORMAL TRAFFIC FLOWS RESTORED, DIA. OF SEWER PIPE PRE-CAST CHANNEL FLOWLINE WATER 2 DETAIL 8. THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24 HOURS PRIOR TO BEGINNING WORK. CITY FORCES TO OPERATE ALL VALVES, SECTION A-A 2 SANITARY SEWER MANHOLE INCLUDING FIRE HYDRANTS, ON EXISTING PUBLIC MAINS. DETAIL C.O.B. STD DETAIL NO. 02720-3 9. ALL WATER MAINS SHALL BE CLASS 51 DUCTILE IRON. ALL WATER MAINS AND c6 SANITARY SEWER MANHOLE SERVICES TO BE INSTALLED WITH A MINIMUM 6.5' OF COVER TO FINISH GRADE C.O.B. STD DETAIL NO. 02720-3 UNLESS OTHERWISE NOTED OR DIRECTED. 10. ALL WATER MAIN SHALL BE DISINFECTED, FLUSHED AND PRESSURE TESTED PER 6' CITY OF BOZEMAN STANDARDS. CONTRACTOR SHALL PROVIDE ALL NECESSARY (TYPICAL EXCEPT NOTE:WHERE TRENCH PASSES THROUGH EXISTING PAVEMENT THE MATERAIL, EQUIPMENT AND COORDINATION FOR TESTING AND GIVE CITY AND IN SPECIAL PAVEMENT SHALL BE CUT ALONG A NEAT VERTICAL LINE A MINIMUM INSPECTOR A 48 HOUR (2 BUSINESS DAY) NOTICE PRIOR TO TESTING. CIRCUMSTANCES OF 12" FROM THE EDGE OF THE TRENCH OPENING. WHERE NEAT LINE SANITARY SEWER PROPERTY LINE OR WHERE CITY HAS STEEL POST MARKER IS LESS THAN 3' FROM THE EXISTING PAVEMENT OR CURB AND EASEMENT LINE APPROVED PAINTED BLUE GUTTER SECTION, REMOVE ANBD REPLACE ENTIRE PAVEMENT SECTION 11. UNLESS OTHERWISE SPECIFIED, SANITARY SEWER PIPE SHALL BE PVC IN STREET ALTERNATE LOCATION) BETWEEN TRENCH AND EDGE OF PAVEMENT SURFACE 5' SIDEWALK CONFORMANCE WITH ASTM D-3034, SOR 35. ALL OTHER APPURTENANCES AND (L17'. CURB -r 3'-0" MIN. INSTALLATION TO CONFORM TO THE CITY OF BOZEMAN SPECIFICATIONS. 5 1/2 ' GROUND BOX 4' INSTALL PLUMB WITH TO BACK OF CURB EXT'G STREET 12. PER DEQ REQUIREMENTS, CONTRACTOR SHALL HAVE SEWER INSTALLATION rBOULEVARD LINE PUMPER NOZZLE SURFACE INSPECTED AND TESTED PER DEO PROCEDURES AND CERTIFIED BY A LICENSED (TYP) FACING STREET SUBGRADE NEW HYDRANT L 12" � ENGINEER. CONTRACTOR TO PROVIDE ENGINEER WITH 48 HOURS ADVANCE NOTICE 2.5' MUELLER CENTURION (Tl'P) - FOR INSPECTION. MANHOLE TESTING SHALL BE PERFORMED PRIOR TO PAVING AND !_ 1 FINAL SURFACE RESTORATION. �11 5' (TYP) MIN. 4'-0" CLEAR ALLV 13. OPENINGS FOR CONNECTIONS TO EXISTING MANHOLES SHALL BE MADE BY AROUND (TREES, HEDGES, SAWCUTTING OR CORE-DRILLING EXISTING MANHOLE STRUCTURE. USE OF BUSHES, ETC.) PNEUMATIC JACKHAMMERS SHALL BE PROHIBITED. CONNECTIONS TO BE WATERTIGHT 6 1/2' MIN. AND SHALL PROVIDE A SMOOTH FLOW INTO AND THROUGH THE MANHOLE. SMALL SEE DETAIL PROVIDE 5' COVER INSTALL DETECTABLE WARNING CHIPPING HAMMERS OR SIMILAR LIGHT TOOLS WHICH WILL NOT DAMAGE OR CRACK BELOW STATIONARY TAPE 18" MAX. DEPTH TAP BY CONTRACTOR ROD IN ALL CURB ELEVATIONS .2 SHOWN O ADJUSTABLE SCREW TYPE THE MANHOLE BASE MAY BE USED TO SHAPE CHANNELS OR ENLARGE EXISTING BOXES ON PLANS OR 0.2' ABOVE VALVE BOX WITH LID TYPE "A' OPENINGS IF AUTHORIZED BY THE ENGINEER. WATER MAIN TOP OF CURB GRADE % TRENCH BACKFILL CURB STOP / 14. CLEANING. PRIOR TO TESTING AND TV INSPECTION, CONTRACTOR SHALL FLUSH AND CLEAN ALL SEWER PIPE AND MANHOLES AND REMOVE ALL FOREIGN MATERIAL. GROUND LINE �r SLOPING, BENCHING OR FUTURE SUPPORT SYSTEMS IN THIS 15. LEAKAGE TESTING. SANITARY SEWER PIPE AND APPURTENANCES SHALL BE f 1 CURB AREA TO CONFORM TO TESTED FOR LEAKAGE BY CONTRACTOR. LEAKAGE TESTS SHALL BE COMPLETED PER BASE MATERIAL J O.S.H.A. REGULATIONS- MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS AND CITY OF BOZEMAN MODIFICATIONS. CORPORATION i6� TP SELECT MATERIAL BACKFILL 6" 16. MANDREL TESTING. AT THE DISCRETION OF THE ENGINEER, THE CONTRACTOR AREA (SEE SPECIFICATIONS) �n TYPE I BEDDING PLACED SHALL CONDUCT DEFLECTION TEST OF FLEXIBLE SANITARY SEWER PIPES BY PULLING IN 6" MAX. LAYERS AN APPROVED MANDREL THROUGH THE COMPLETED PIPE LINE FOLLOWING TRENCH DETAIL OF A 3/4" DIA. MIN. i AND COMPACTED THOROUGHLY. SELECT TYPE I BEDDING COMPACTION. THE DIAMETER OF THE MANDREL SHALL BE 95%OF THE INITIAL PIPE PROPERLY SERVICE PIPE MATERIAL PLACED IN 6" DIAMETER. TEST SHALL BE CONDUCTED NOT MORE THAN 7 DAYS AFTER THE INSTALLED LAYERS AND COMPACTED AS TRENCH BACKFILLING AND COMPACTION HAS BEEN COMPLETED. CORPORATION 1 CONCRETE SPECIFIED IN SECTION 02221. STOP. TAP THRUST BLOCK - 17. TV INSPECTION. UPON COMPLETION OF ALL SEWER CONSTRUCTION, TESTING AND TRENCH BOTTOM MAIN AT � T_0 MAIN LINE 4" (10CM) REPAIR, THE CONTRACTOR SHALL CONDUCT A COLOR TV ACCEPTANCE INSPECTION SPRINGLINE. 6" MIN. OF ALL MAINLINES. THE TV INSPECTION SHALL BE CONDUCTED BY THE CITY OF TYPE 2 PIPE BEDDING BOZEMAN. SUFFICIENT WATER TO REVEAL LOW AREAS OR REVERSE GRADES SHALL t I TRENCH WIDTH= BE DISCHARGED INTO THE PIPE IMMEDIATELY PRIOR TO INITIATION OF THE TV -JOINT AS REQUIRED WHERE REQUIRED FOR r O.D. OF PIPE + 2' INSPECTION. THE VHS TAPE AND WRITTEN REPORT SHALL BE DELIVERED TO THE GENERAL NOTES: FOR PIPE SPECIFIED SOFT OR UNSTABLE FOUNDATION MIN. TRENCH WIDTH=3.5' OWNER'S REPRESENTATIVE. CONTRACTOR SHALL CORDINATE AND PAY ALL COSTS 1. WATER SERVICE LINES SHALL HAVE A MINIMUM 6 1/2 FOOT COVER MEASURED I FOR TV INSPECTION. FROM THE EXISTING GROUND SURFACE, EXCEPT THAT COVER SHALL BE MEASURED FROM CENTER LINE UNDISTURBED EARTH- NEW 6' AUXILIARY GATE VALVE -SEE O.S.H.A. CONSTRUCTION STANDARDS FOR EXCAVATIONS. 18. SUBGRADE AND BASE COURSE SHALL MEET THE REQUIREMENTS OF SECTIONS STREET GRADE WHEN SERVICE LINES ARE LAID TO A STREET SIDE WHICH HAS AN UPHILL SLOPE. WATER 02234 & 02235 OF THE MONTANA PUBLIC WORKS STANDARDS. THE SUBGRADE SERVICE LINES SHALL HAVE A MAXIMUM 7 1/2 FOOT COVER AT CURB STOP. MIN. 1/2 CUBIC YARD -FLANGE JOINT AND BASE COURSE SHALL BE COMPACTED TO A MINIMUM OF 95 PERCENT OF ASTM _ 2. WATER SERVICE LINES SHALL BE INSTALLED WHERE SHOWN ON THE DRAWINGS OR AS SPECIFIED. WASHED GRAVEL DETAIL D-698.C6 TYPICAL tiTILITY TRENCH 4 DETAIL C.O.B. STD DETAIL NO. 02221-1 19. ASPHALT PAVEMENT SHALL MEET THE REQUIREMENTS OF SECTIONS 02510 OF 3. BEDDING SHALL BE 1" DIA. MAXIMUM WITHIN 6" OF SERVICE PIPE. Cb FIRE HYDRANT THE MONTANA PUBLIC WORKS STANDARDS AND COMPACTED TO A MINIMUM OF 97 4. INSTALL CURB STOP SO THAT OPERATING KEY IS PARALLEL TO STREET IN OFF-POSITION. FIR STD DETAIL N0. 02660-4 PERCENT OF IT'S MARSHALL BULK DENSITY. (�!:)DETAIL e �� c6 WATER SERVICE LINE C.O.B. STD DETAIL NO. 02719-1 REV. NO. REVISIONS DRAWN BY DATE T PROJECT k: 04-043 SHEET 1 AS-BUILT RA IN PROFESSIONAL DRIVE „_ Civil Engineering 32 DISCOVERY DRIVE DATE: 04-15-04 NOT TO SCALE C6 OF CIVIL DETAILS - SEWER AND WATER �� Land Surveying BOZEMAN,MT59721 C6-DETAILS. S ALLIED Geotechnical Engineering FAX(40)582-57 om PROFESSIONAL DRIVE PROJECT ENGINEER: CGB DRAWN BY: DLG FAX(406)562-5770 BOZEMAN,MONTANA ENGINEERING Structural Engineering SEWER MAIN DESIGNED BY: CGB, DLG REVIEWED BY: CGB 9EsxviCEs.INC. L:\2OD4\04-043\EW9\Ehtits\C6-DETMLSA.9 a c 4 PRECAST BOX CULVERT NOTES: z 0 U2 FUTURE 5' 1. THE CONTRACTOR SHALL FOLLOW THE MANUFACTURER'S RECOMMENDED INSTALLATION W WIDE SIDEWALK BOX CULVERT PROCEDURE. w0 88'aa'36" 2. THE PRECAST BOX CULVERT SHALL MEET AASHTO M273, M259 AND MONTANA DEPT. of 0. SLOPED END SECTION TRANSPORTAION STANDARDS. 3. THE BEDDING MATERIAL SHALL MEET THE CITY OF BOZEMAN AND MDT SPECIFICATIONS - FOR TYPE A, GRADE 6 CRUSHED BASE COURSE. 5' WIDE INTEGRAL CURB SIDEWALK & GUTTER 4. THE BOX CULVERT SHALL BE BACKFILLED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARDS. INTEGRAL CURB AND GUTTER 5. ALL JOINTS BETWEEN CULVERTS SHALL HAVE 0/4" FLEXIBLE GASKETS WHICH MEET THE PROFESSIONAL DRIVE REQUIREMENTS OF MDT SPECIFICATIONS 707.02 AND AASHTO M198 (TYPE B). CA STA. 6+58.5 6. JOINTS SHALL HAVE A 12" WIDE TYPE III CHEMICALLY BONDED ADHESIVE BUTYL — EXTERNAL JOINT WRAP MEETING THE REQUIREMENTS OF ASTM C877. 7. THE HILTI HIT HY 150 BOLTS USED TO ANCHOR THE PEDESTRIAN RAILING, SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 8. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. 9. THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL IN ACCORDANCE WITH THE CITY OF HANDICAP HANDICAP BOZEMAN AND MONTANA DOT STANDARDS. RAMPS RAMPS 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF BOZEMAN AND ALLIED ENGINEERING SERVICES, INC. 48 HRS PRIOR TO COMMENCING WORK. NORTH EDGE OF PAVEMENT z J wK F 2 W U O ROAD - CENTERLINE AS—JBUILT COLLEGE AVENUE SOUTH EDGE OF PAVEMENT PLAN VIEW-BOX CULVERT � RAILING POST GALVANIZED PEDESTRIAN HANDRAIL INTEGRAL CURB PEDESTRIAN RAILING �WITH VERTICAL SLATS 4" O.C. k GUTTER COMPACTED �(SEE DETAIL RIGHT) i 3'-6" HEIGHT ABOVE CURB SUBGRADE 4" CONCRETE /� SIDEWALK RAILING TO BE 1/2" HILT[ HIT HY 150 RAILING BOLT HOLES - 54.0' CURB TO CURB ,-BOLTS WITH 6" MIN. EMBEDDMENT AND TO BE FIELD DRILLED 3" GRAVEL 3" EDGE DISTANCE AND GROUTED BASE 3" ASPHALT PROFESSIONAL WAY C/L STA. 6+58.5 12" X 12" X 13'-4" FG CL ELEV = 4841.32 CONCRETE CURB COMPACTED ROAD BASE 32 2R 6' CONCRETE BACKFILL AROUND BOX SLOPED END CULVERT WITH ROADWAY 5/8" HOLE FOR SUBBASE MATERIAL PER CITY 1 2" HILT] HIT HY 150 SECTION / OF BOZEMAN AND MONTANA ANCHOR BOLTS ' 66.0' LONG X 12' SPAN X 4' RISE (INCLUDING SLOPED END SECTIONS) 12 SPAN X 4' RISE PUBLIC WORKS STDS. IE = 48+B3Cr.56� PRECAST BOX CULVERT IE 4835.31 PRECAST BOX CULVERT 2" SAND LEVELING COURSE 1 / 3'-2" PRECAST CUTOFF WALL ~- 1 MIN. COMPACTED J \'�I' MIN COMPACTED 1/2" BASE PLATE (TYP.) BEDDING MATERIAL PROFILE VIEW-BOX CULVERT BEDDING MATERIAL 3'-2" CONCRETE SECTION VIEW-BOX CULVERT DETAILS-BASE PLATE CUTOFF WALL 2" OF SAND LEVELING COURSE ON TOP OF COMPACTED BEDDING MATERIAL NOT TO SCALE 8 NO. REVISIONS DRAWN BY DATE 0 5 10 15 7 PROJECT : 04-043 SHEET 1 AS-BUILT DRAWINGS RCO Civil Engineering 32 DISCOVERY DRIVE DATE: 04-28-04 PROFESSIONAL DRIVE �f of SCALE (FEET) eR ` BOX CULVERT PLAN AND DETAILS Lam_ Land Surveying BOZEMAN,MT 59718 R-BOX CULVERT.DWG C/ / "°'°°�'°` ALLIED Geotechnical Engineering PHONE(406)582-0221 PROFESSIONAL DRIVE PROJECT ENGINEER: CGB DRAWN BY: DLG BOZEMAN MONTANA g g FAX(406)582-5770 ENGINEERING Structural Engineering BOX CULVERT DESIGNED BY: CGB, DEG REVIEWED BY: CGB 1 sERvicEs.iHc. L:\2004\0s G43\d19\Rwd1\R-S0X CULVERT.A"