HomeMy WebLinkAboutCompetition Dr. - Road & Water Main Ext. COMPETITION DRIVE
PLAN INDEX
ROAD & WATER MAIN EXTENSIONS SHEET DESCRIPTION
I-1 COVER SHEET&NOTES
BOZEMAN, MONTANA W-1 WATER PLAN &PROFILE
R-1 ROAD&STORM PLAN &PROFILE
PREPARED FOR: BILLION FAMILY LIMITED PARTNERSHIP
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 ADDENDUMS.
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.
PREPARED BY: 1 ,j 3. MAINTAIN 18" (VERT.) SEPARATION BETWEEN ALL WATER MAIN AND ALL SEWER MAIN.
C*NGINEERING, INC 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
zoa N. .,a�E. a Oo.E,.,.x.M,ss,s a aosss33�s UTILITIES CONNECTIONS PRIOR TO 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.
�T �% 6. A LIST OF REPRESENTATIVES TO CONTACT FOR INFORMATION REGARDING FACILITIES IS AS FOLLOWS:
V1 I1N T 1�L M " 11L' MONTANA ONE CALL SYSTEM 1-800-424-5555
NORTHWESTERN ENERGY 1-406-582-4608
CHARTER COMMUNICATIONS 1-406-570-0935
FALLON STREET CENTURY LINK 1-406-585-2340
CITY OF BOZEMAN WATER DEPARTMENT 1-406-582-3200
cpr f� 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.
PROJECT AREA 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
!" • r * �' SHALL BE INCLUDED IN THE UNIT PRICE BID FOR WATER, STORM, AND SEWER MAIN.
COMPETITION , 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
�RIyF CONTROL THE C.O.B.'S WATER SUPPLY SHALL BE OPERATED BY C.O.B. PERSONNEL ONLY.
l^ 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 02713-1, OR MUST HAVE MECHANICALLY
�✓ `' I,I RESTRAINED JOINTS AS INDICATED BELOW FOR AS ESTIMATED TESTING PRESSURE OF 200 PSI. THRUST BLOCKS ARE NOT GENERALLY SHOWN ON THE DRAWINGS.
I� 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 SWEEP PERMIT.
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.
14. ALL DISTURBED AREAS SHALL BE SEEDED BY THE CONTRACTOR IN ACCORDANCE WITH THE SWPPP PERMIT.
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
I`F' MANUAL.
A lip
16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF UTILITY (PHONE/POWER) INSTALLATION WITH LOCAL UTILITY COMPANIES.
r
17. THE CONTRACTOR SHALL NOTIFY ONE CALL @ 1-800-424-5555 FOR ONSITE UTILITY LOCATION. ALL EXISTING UTILITIES SHALL BE MARKED BEFORE DIGGING.
yG / 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.
A 19. 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
!-9 MANHOLE TO CENTER OF MANHOLE. SEE MEASUREMENT AND PAYMENT IN THE SPECIFICATIONS.
• �90 O 20. WATER AND SEWER SERVICE LINES SHALL BE EXTENDED TO 8 LF BEYOND THE RIGHT-OF-WAY LINE UNLESS NOTED OTHERWISE.
Q
A r � /GF 0 21. VALVE BOXES ARE REQUIRED FOR ALL VALVES IN A BURIED SERVICE.
•
O 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
O WITHOUT ALLOWANCES FOR CONSTRUCTION VARIANCES. IT IS THE CONTRACTORS RESPONSIBILITY TO ENSURE THAT THE REQUIRED 5.5' COVER OVER THE WATER PIPE IS ACHIEVED.
■' z0 23. PIPE DEFLECTION IN WATER MAIN IS SHOWN USING 3' DEFLECTION AT THE JOINTS.
\'\•� F-
O 24. SANITARY SEWER MANHOLES SHALL HAVE MINIMUM OF 0.2' OF DROP BETWEEN INVERT IN AND INVERT OUT.
;• 25. THE CONTRACTOR SHALL NOTIFY THE CITY OF BOZEMAN WATER DEPARTMENT A MINIMUM OF 24 HOURS PRIOR TO BEGINNING ANY WORK.
pttt ♦ ,1 1'� - 26. CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING CONNECTIONS.
i • ., +f
27. PROJECT ON CITY OF BOZEMAN VERTICAL DATUM.
1
RECORD DRAWINGS
HUFFINE LANE _
DRAWN BY JEREMY MAY,PE
12-27-18
VERIFY SCALE REVISIONS T DRAWN BY:JRM PROJECT NUMBER
THESE PRINTS MAY BE NO. DESCRIPTION DATE BY CHK'D.BY:CMW
ONE IN
MEASURES ONE INCHH ON COMPETITION DRIVE 1134.004
REDUCED. 1 UPDATED PER COB I1-13-17 REVIEW LETTER 11-22-17 JRM ROAD&WATER MAIN EXTENSIONS SHEET NUMBER
O
ORIGINAL DRAWING. Eng7neeNng a JEREMY APPR.BY:JRM BOZEMAN MT
2 RECORD DRAWINGS 12-27-18 JRM - - 204 N.11th Ave.
Consulting R.MAY DATE:10/2017
Design Bozeman,MT 59715 � 17578 PE DRAWING NUMBER
MODIFY SCALE ACCORDINGLY .rY NGINEERI`NG, INC Planning Phone:(406)581-3319 NSF j-e¢f ` BY. REVIEW COVER SHEET&GENERAL NOTES I_1
H:\1134\004V1CAD\SHEETS\RECORD DRAWINGS\COVER-AB.dwg Plotted by chdstopher wasia on 12/27/2018 1:59 PM
lh,(.e innin 0 a.`IYew Standards Commitment COPYRIGHT®GENESIS ENGINEERING,INC.2018 s7�NAL DATE:
__
SEWEIR MAIN��_i LOT 1P.gY--_— \
3,
15
3
\\\ NOTE RE TRENCH PASSES THROUGH M51MG PAMURENT
EXISTING THE PA SHALL BE OUT ALONG A NEAT VERTICAL
RAISE EXISTING AUTOMOTIVE LINE A WNIMUM OF 12'(70°m)FROM THE MOE OF THE TRENCH R�MANY(OLES TO GR9DE--\ DETAIL BUILDING OF4TAN0. WHERE NEAT LINE IS LESS MAN S(0.9m)FROM EDGE
a I \ CONFIECTTO\
OF ENSBNG PAVEMENT OR CURB AND GUTTER SECTION.
EXISTING DIFTg // TREMOR KNOW�EDGE OF REPLACE ENTIRE PAVEMENT SECTION BEfNEEN
INS,Tj3
K �R&8'WO.`,- —EXING ROAD
�v III
F \ /— —/ \— EMSTING STREET SURFACE CURB BOX TOP SECTION
FINISH GRADE VALVE BOX
MEmuL TRENCH WALLS TWTH
-_ _ SHORING m oaNFa+u ro o.s.H.A.
D� 0 1 1 oD Ham' °1159 II 2»CID , --I/ NOTES: REcuuTI TO
1.ALL FITTINGS INCLUDING BENDS EQUAL TO OR GREATER THAN 22-1/2 DEGREES,TEES, 2•(3D gym)MIN SUN
VALVES,REDUCERS,AND PLUGS SHALL BE THRUST BLOCKED IN CONFORMANCE WITH
SUBGRADE OR GROUND
MPWSS DETAIL 02660-1,OR MUST HAVE MECHANICALLY RESTRAINED JOINTS AS
GRAPHIC SCALE P' J� 6 `IT SURFACE MUELLER
50 9 25 50 INS ALL EN AP / D•R,�NO\�; INDICATED BELOW FOR AS ESTIMATED TESTING PRESSURE OF 200 P51.THRUST STR1AGHT COUPLING
AN BLOWt)FF EXISTING HYDRANi'�..' — (�'\ BLOCKS/MECHANICAL RESTRAINTS ARE NOT GENERALLY SHOWN ON THE DRAWINGS. WITH GALVANIZED
ARROW BOLT=4803�.5/
( IN FEET) m �°i EXISTING 6"CL \\ \ OR BRASS CAP
1 i h 50 ft. (COB DATUM) 51 D.I.P. \a
11"X17":1"=100 It RH1 Pt E // °\\T INSTALL DETECTABLE SLOPING,BENCHING OR
9 PEN PP o I SOT^_.. MAIL DEPTH
TAPE TB'(+wR) AREA TO
SYSTEMS IN 1NIS
I BACKSLOPE AS S WRIED MAIL DEP H AREA TO CONFORM ro 6.5'
MINIMUM RESTRAINT LENGTHS To caNFmM To O.S.R. (snoRAL> O.S.H.A.RECUUDOHS• MIN
SCALE BEGULITIO45•
VERT:r=5' FITTING MIN. LENGTH (FT)
WATER MAIN HORIZ:1"=50' 8' DEAD END 31-0"
TYPE A TRENCH BACKFILL 1+y a 11X17 SCALE
TYPE 1 BEDDING II II VERT:1"=10' 8"x 6" REDUCER 13-O TYPE'A','B',OR'C' 6'(tsan) COPPER
Q W HOR Z:1"=100' TRENCH GAMBILL SERVICE LINE
I- FOR TESTING/MAXIMUM PRESSURES OF 200 PSI
4605 M W 2"COPPER SERVICE LINE
ISTIN a a 1/4 BEND
END PROPOSED YDRAhI 1 SELECT TYPE I MONO COMPRESSION
ROAD,STA 0-15 T CL MATERI L PLACED COUPLING
IN 6'(isrm)LAMAS l 2 1/8"DIAMETER
h F AT CL TYPE I PIPE BEDDING COMPACTED AS SPECIFIED 1 3
I PLACED IN 6'05—)MAX IN SECTION 0222L
4800 L I_AND co4PAc1T:D +•tam) 4
MIN RY RO D THORDUQH Y. CURB STOP
PROVIDEI
/ DRAIN HOLE
PROPOSED T CORPORATION STOP /8"DIAMETER
STORM 15'PIPE INMtlI��D'�PPE P1114 2(D°") COURTIER MAIN
MIN.TRENCH RDTH-SAY A.)
I I TYPE 2 RPE BFD /
WHERE PEGUR FOR
FOR
4795 _ _E_xIST csc 1-0.L
__ — sGFr GB uNsrAmE
O IRISTM G SEW AM- FOUNDATION NOM SEE CONTRACT SPECIAL PRONSIONS FOR ANY
MOOFlGTIONS TO STANDARD TRFNCE WTETBAIS
AND/OR 0*0 DRENCH DESIGN FEATURES
R MOVE El IDCAP Al 4D CONN CT TO
It STALL 8'ENDCAP
W/M.J. E ISTING 6 CL 51 D I.P.
fi D 2"BL WOFF: .O.P.=4 4yl W BXB RED CER& W.V.T =4785.
4790 BTRAIN D49'FD&I EN .66' x SEE 0.SH.A CONSVRICIION STANDARDS
FOR EXCAVATIONS RUM:10/25/32
CITY OF BOZEMAN SCALE: TYPICAL BLOWOFF
�n �m o?o �`r° �N �v `2�n ?Ho rM= 4o N0. 02660-7
o o o o o o o o "' SCALE: STANDARD MINING STANDARD DRAWING NONE Dec. 2003
w m m m a2 m o2 m m m m m TYPICAL UTIUTY TRENCH DETAILS
v,m v� v� av NONE NO.02221-1
0+00 0+50 1+00 1+50 2+00 18"DIAMOND BLACK PANEL WITH 9 RED
REFLECTORS,3' N.SIZE-NUMBER OF
�24" PANELS AS REQUIRED BY THE DIRECTOR OF smevnc" va�vwv nuvcxEcwv
PUBLIC SERVICE
ROADWAY vvxzrol v°mm
24" vxzmx�mxrz
GRATE&FRAME 0 0
EJIW3372, MARKED"STORM WATER'
• x." vwx cwv.c.v
WATER"
ELEV=4802.20 3"MIN.ADJUSTMENT RINGS
2"PERFORATED SQUARE PLAN VIEW - N.T.S.
TUBE POST AR OR QUAL) vnx Sam mcr vv"x cwcx.zm—Cl APPROVED EpUAL)
48"MIN.
a 48' wz
w wnmc
xc umcv
12"PIPE FROM _ �' x +v.sc cvuacc
//FUTURE 24'
/ STORM INLET
15"HP PI 8.E INV=47950' IS I H0 c L-cxv cwcx
/ \
/ 1 INLET CHASE
1 / 1 1 HP I E - cr vvNx cwrxs za.xxxwcv cawcz ROADWAY GRADE
UTLET TO POND / \ ..... ......... ........ �u,c
INV=4800.10' INV IN FROM CURB SIGN POST FOUNDATION AS
9 SUM INLET IN STREET PER STANDARD DRAWING cwUav sm-- aw�vaxv rcx zry vxnvvi azxe'v,vx
+ INV=4798.50' 09810-1
d 4 SECTION B — N.T.S. OUTLET CHASE
\\ OLES FOR 6"PERM PIPE `~ 60"TYP.
`FOOTINGS SUMP DRAINS TO HE AND NW Tx zam,—1 v°vx mvcres,m naxxvvcv Gana
INV=4798.5
48 TT STORM SIGN BIANKS SHALL BE CONSTRUCTION GRADE ALUMINUM,0.08 INCH �wx cae c wcxc uc azvxewwx'�
THICK,WITH ENGINEER GRADE REFLECTIVE SHEETING
RECORD DRAWINGS MANHOLE DETAIL �� `w�`"�T IT°°"`°m"`
SECTION A N.T.S.
DRAWN BY JEREMY MAY,PE CITY OF BOZEMAN SCALE: CONCRETE STORM DRAINAGE
CITY OF BOZEMAN SCALE: DEAD END BARRICADE N0. 09810-2 N0. 02529-14
12-27-18 STANDARD DRAWING NONE DETAIL RAU d 6199 STANDARD DRAWING NONE OUTLET AND INLET CHASES Re
DEC r1003
VERIFY SCALE REVISIONS T DRAWN BY:JRM PROJECT NUMBER
THESE PRINTS MAY BE NO. DESCRIPTION DATE BY CHK'D.BY:CMW BILLION AUTO PLAZA 1134.004
REDUCED.LINE 0 1 UPDATED PER COB 11-13-17 REVIEW LETTER 11-22-17 JRM ' COMPETITION DRIVE EXTENSION SHEET NUMBER
MEASURES ONE INCH W
ORIGINAL DRAWING. Engineering JEREMY APPR.BY:JRM BOZEMAN MT
2 RECORD DRAWINGS 12-27-18 JRM - 204 N.11th Ave.
NESISConsulting R.MAY DATE:10/2017
Bozeman,MIT)5 1-331 O 17579 PE DRAWING NUMBER
Design phone:(406)581-3319 T Q.A.REVIEW
MODIFY SCALE ACCORDINGLY Planning �iP"PecTsrea�o COMPETITION DRIVE WATER PLAN&PROFILE 1
H:\l134\004WCAMSHEETS\RECORD DRAWINGS\WATER-AB.dwg Plotted by christopherwasia on 12127120181:55 PM %ft�innlfxuGINEERING INC COPYRIGHT 0 GENESIS ENGINEERING,INC.2018 S/ONAt• DATEY. W-1
EXISTING STORM POND a___ ___
OUTLET STRUCTURE ----- �\ EXISTING
1 \ 1 REQUIRED STORAGE=632 OF INLET CASTING
ACTUAL STORAGE=1144 OF LQGK3 AUTOMOTIVEDETAIL NEENAH EJIW 0,OR -L,
���gp-O BUILDING 4"MINIMUM, DEETER 20470L, OR
NOTES 7"MAXIMUM
DAYLIGHT INTO EXISTING \ T.O.IN$ OPENING D&L -3517
DRAINAGE INV=4798] j STD AIR�OACH_ ��_--� _ 1.ALL PLASTIC PIPE ENDS THAT WILL BE EXPOSED TO
INSTALL F.E.T.S. 11 PER o2529 1-2,� INS7ALLk'X4a SUNLIGHT SHALL HAVE PREFABRICATED END SECTIONS 5/8"SMOOTH ROD
THIS SHEET dLD�Wrak 3, OR CONCRETE COLLARS POURED TO PROTECT THE PIPE. a"MIN. OF CENTERED IN OPENING
(EXCEPT FOR EJIW 7030)
IN TALL I2Va / ADJUSTMENT
�' zs _C_ONNEGTTO ICONNECTTO
CURB CH - ING CURB 1 EXISTING R -aror.m ,ar RINGS
MOVE EXISTING DEAD _ _ IISIDEWALK / M amacruaa
END BARRICADE P _� "n" ��G���\\\\\\\
// Rn ` E sEr VrRncu 24"X36"
INST I L ET BE + 0 I 1+00 +5 2+Dp \_ ' // /
INLET#1,
TBC=4801.57.93'I I / O GRAPHIC SCALE
INV T=4798.70' - -'wy, / 0 0 25 50
48"R.C.P.
INSTALL EROSION
ae e0• / xArcxsi ASTM C-76
CONTROL PER SWEEP / RQ•N� IN FEET)
INSTALL COB R CLASS IV-VERTICAL
INSTORMPHP NV=4 STD APPROACH (."�\/p'M1,� 1 h 50 ft. Euv aeaoa o.sxMlu—
STOR=lo% I PER 02529- � \` \- 11"XI 7":1"=100 ft
5=1.0% THIS SHE SAVE TR n
SAWC�E STING \o \\ -\
INSTALL 48"STORM ASPHAkBYE ARKED Ev nss az
MANHOLE,TC=4802.5 BY EN INFER
INVIN=4798.50' 5=10
INV L,SHEET Wto'-1 INSTALL COB 7 \\ \\\ o
SEE DETAIL,SHEET W-1 / STD APPROACH ) \\ss,\ \\
PER 02529-12 / \\\ \ �
INSTALL 156'OF CKt / \\\ s� \ y N BLOCK OUT FOR
15"CLASS IV Lot��ep-E TALL 5'X4" \\ / EEr awE SIDE VIEW OUTLET PIPE
CONCRETE SIDEWALK
STORM PIPE 5=0.5% INS nL °
was /
PROPOSED STORM POND#1 SIT T E
VOLUME=3,000 OF \ °/° / / \ � uncr HEL
BTM=4800.0' - 17T0
(600 OF REQUIRED FOR ROAD, �� _ag5--___DRIVE-A SIDEWALK
POND INCLUDES VOLUME FOR / TO BE INSTALLEIX / %P IAN
RECON SITEPLAN) OR W WITH RECON.1 / // g ///R(( PER
E D OF PLAT. W 1 8
A EO PLAT. SITEPLAN / /m / 29-
/- �OH + - 9"SUMP
CUT
/ ,
ti
COMPETITION DRIVE SCALE \\\
30'TBC-TBC VERT:1"=5'
TOP VIEW �q" `6"PRECAST•BASE^
0 11X17 SCALE TYPICAL CONCRETE _
yx
VERT:1"=10' CITY OF HOZEMAN SNONECAL• OUTLET STRUCTURE FORMA01HORIZ:1"=100' STANDARD DRAWINGDETENTION POND C 56"o.D.4805 O m
_ a RECORD DRAWINGS
END ROAD 5'FROM o G GL 1
PROPERTY LINE,STA 0+15 -
CLiixL O.52.78- n FG CL
TBC=4801.64.98'4800 I I
DRAWN BY JEREMY MAY,PE
I I
I I 12-27-�8 48" STANDARD
C NNECT o STORM DRAIN — CURB INLET
1EXI5 ING RO D
1 1I_ ___ CITY OF BOZEMAN SIDEWALK AND DRIVEWAY SPECIFICATIONS
4795
1. Standard sidewalk location shall be one foot from property lines and within the public 5.4-(0.45')
right-of-way. Deviations from the standard location shall be within accordance with the City of IITAIN Bozeman's Sidewalk Policy. All sidewalks shall be five feet in width unless otherwise specked PROPER 24
cr u SIDEYARD #4 REBAR ON 2X2 GRID g'
@6 by the City Engineer.Construction of sidewalks,drive approaches,and curb and gutter shall be SETBACK
4790 0 in accordance with Montana Public Works Standard Specifications and as specified herein. REcurnnons
!�R'ITTRMSTTION SECTION FROM TOPSOILn1N In Dn N r0 4 N N N V se n 1 O 2. All concrete sidewalks constructed across vehicular traffic limes shall be a minimum of SING CURB TO DROP CURB: (TYP.) (^R 4'R 5
DO DO DO �0 �O �O �O pd'i f_ d Lint
six(6)inches in thickness. Driveway aprons shall also be a minimum of six(6)inches in
$ $ m m m m m m m m y ..
a y a y a s a s a s a y a s a s a s v a thickness. All other sidewalks shall be a minimum of four(4)inches in thickness.
EXPANSION JOINTS COMPLETELY
3. All base course for driveway approaches and sidewalks shall id 1 al minus washed rock. AROUND SIDEWALK SECTION
0+00 0+50 1+00 1+50 2+00 -
The base course shall be a minimum of three(3)inches thick under sidewalks and driveway MAx.THROAT WIDTH
aprons and six(6)inches thick under curb and gutter sections. 3w'COMMERCIALIND TRIAL
CURB&APRON POURED MONOLITHIC O O O O O O O O O O O O O O O O
UNLESS OTHERWISE APPROVED CRUSHED GRAVEL O CD C) CD O O O O O O O O O O O
4. The grade ofthe sidewalk is to be establishedby auniform slope ofone-quarter('/.)inch BASE-3"MIN. 0000000000000000000000000000000
per foot rise from the to of the adjacent full-hei t curb.The uniform slope specified shall o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
p p j P,h p p coNTRAcnoN JOINT
continue through the sidewalk section and to the curb to ensure drainage to the street. sue-BASE COURSE
ADDED FIBER TO EXPANSION JOINTS AT CURB RETURNS AS REQUIRED
5. The maximum driveway throat widths are as follows: residential access-24 feet; APPROACH CONCRETE 1
COMPETITION DRIVE Y BACK OF CURB
conunercial access-35 feet;industrial access-40 feet For shared approaches for SIDEWALK coNTRAcnoN JOINTS �
Typical Section condominium,townhouse,or duplex units,the maximum driveway throat width is 40 feet. An SPACED AT 5'INTERVALS-MIN. FLOW LINE COMPACTED SUBGR AGE
Yp P Y Y DEPTH 1". EXPANSION JOINTS rc
(30'Back to Back) existing full-height curb and gutter section shall be removed and replaced as one complete TO BE PLACED AT 25' EDGE OF TTER
section with the Constmetion of a new driveway approach. Aonroved contractors maybe INTERVALS. ygRWBLE
CONTRACTION JOINTS TO BE SPACED (5.5'TYP.) 3/+•
6 permitted to sawcut existing full-height curb to provide drop-curbs for approaches. A-Core Inc. AT 10 INTERVALS IN cus6&GUTTER a
5.01 6..8 is an approved concrete cutting contractor. � swPE
5.0' 5.0' 9.0' S'
2' FTI
EXPANSION JOINT MATERIAL SHALL BE 1/2"THICK PRE-FORMED BITUMINOUS TREATED FIBERBOARD FILLER /1�I( Blvd. Sidewalk ias—{I � � 6. COIICnC[e(flit-entrained)shall have a minimnm COmprCS31VC Strength Of 4000 psi On a 28- ALL CURB REPL4CEMENT SHALL BE DONE WITH INTEGRAL CURB AND GUTTER UNLESS OTHERWISE APPROVED. s
day test,using 6 sacks of cement per cubic yard of concrete with a maximum water content of 6 GRADE ESTABLISHED AS 1/4-RISE PER FOOT FROM TOP OF ADJACENT NLL HEIGHT CURB
gallons per sack of cement. R MATCH EXISTING SIDEWALK GRADE DROP CURB FOR DRIVEWAYS DROP CURB FOR PEDESTRIAN RAMPS SPILL CURB
2%— _30" 3� 2°k SIDEWALK DRIVEWAY APRON
7. Construction one(1)inch In depth shall be placed every five(5)feet,and 1• •s'ttP (VARIES)1YP Notes:
INTEGRAL CURB ."{ •.{s' (VARIES) 1. Subgrade or base coat a ompoction shall conform to section 02230(M.P.W.Specs., 1996 ed.)
Js< Jz•' ds• d iz< Js< !.. r..-fit.: expansion joints shall be placed every twenty-five(25)feet m Sidewalks. Expansion joint 1/4-PER FOOT SLOPE STREET SURFACE 2. Controction AND GUTTER ,:t" ". `• w joints shall be placed at 10'intervals and snail have a minimum depth of 3/4'
PLANT MIX ASPHALT SURFACING 4"THICK SIDEWALK material shall be one-half inch thick pre-formed bituminous treated fiberboard filler. and minimum width of 1/8"
3"MIN DEPTH @ 93%MD ON 4"OF CRUSHED Construction joints for curb and gutter shall be placed at ten(10)foot intervals and shall have a p o o o - „ '' -- 1/2"expansion joint material shall be placed at all P.C.s P T s,darn returns and at not mo
re
e
COMPACTED SUB-GRADE GRAVEL minimum depth of 3/4"and minimum width of 1/8". Half-inch expansion joint material shall be tartan 300'intervals. The a%pans on materal shall extend through the full depth of the curb or
SUB-BASE COURSE p j d gutter.
4"THICK SIDEWALK MINIMUM OF 15"DEPTH CRUSHED GRAVEL BASE COURSE placed at all points of curvature and tangency,curb returns,and where new concrete abuts 3-Wq 0 ROCK 4. No cum and getter shall be planed without a final form inspection by the City Engineer or his
ON 4"OF CRUSHED @ 95%MDD ON RS5801 6"MIN DEPTH @ 95%MDD existing concrete.The expansion material shall extend through the full depth of the curb and MIN.6•THICK CURB&GUTTER represenme�e.
M-4000 CONCRETE 5. Concrete shall be Class M-4000. 6. Crushed gravel base shall meet the requirements of
GRAVEL GEOSYNTHETIC BY MIRAFI gutter. Section 02235(VIEW SPECS,2003 ed.) For curb and gutter replacement projects,washed rock
OR APPROVED EQUAL •OR MATCH EXISTING OR REQUIRED SIDEWALK WIDTH may be used for the gravel base.
8. A representative from the City Engineer's Office must inspect all forms and base
course hefore concrete is poured in the public right-of-way.Phone 582-22811 to schedule CITY OF BOZEMAN SCALE: NON RESIDENTIAL NO. 02529-12 CITY OF HOZEMAN SCALE: INTEGRAL CONCRETE NO. 02528-1
inspections a minimumoi hours topouring. STANDARD DRAWING NONE DRIVEWAY APPROACH Dec. 2003 STANDARD DRAWING NONE CURB & GUTTER Revised
Mar. 2006
VERIFY SCALE REVISIONS T DRAWN BY:JRM PROJECT NUMBER
THESE PRINTS MAY BE NO. DESCRIPTION DATE BY CHKO.BY:CMW BILLION AUTO PLAZA 1134.004
REDUCED.LINEN
MEASURER ONE INCCHH ON 1 UPDATED PER COB 11-13-17 REVIEW LETTER 11-22-17 JRM '• COMPETITION DRIVE EXTENSION SHEET NUMBER
O Engineerin APPR.BY:
ORIGINAL DRAWING. a v JEREMv JRM BOZEMAN MT
2 UPDATED OUTLET STRUCTURE&STORM PIPE SIZE 03-07-18 JRM - Consulting 204 N.11th Ave. -.� R.MAY
Bozeman,MT 59715 O 17579 PE DATE:10/2017 DRAWING NUMBER
3 UPDATED ELEVATIONS ON STORM 03-28-18 JRM NESIS Design .n
Phone:(406)581-3319 Q,A,REVIEW
MODIFY SCALE ACCORDINGLY 4 RECORD DRAWINGS 03-28-18 JRM - Planning �LS'`RFp7$ prc0 COMPETITION DRIVE ROAD&STORM PLAN&PROFILE 1
H:\11:W004WCAD\SHEETS\RECORD DRAWINGS\ROAD-AB.dwg Plotted by christopherwasia on 12/27120181:58 PM --.I (BNGINEERING INC COPYRIGHT®GENESIS ENGINEERING,INC.2018 S/ONAI DATEY. R-