HomeMy WebLinkAboutFlooring Place - Simmental Way Widening Improvements THE FLOORING PLACE
SIMMENTAL WAY WIDENING IMPROVEMENTS
BOZEMAN, MT
GENERAL NOTES
1. ALL CONSTRUCTION WORK ON THIS PROJECT SHALL SE COMPLETED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD
SPECIFICATIONS, SIXTH EDITION, 2010 MPWSS AND 2011 CITY OF BOZEMAN MODIFICATIONS TO MOW INCLUDING ALL ADDENDUMS.
2. THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO EXCAVATION, AS
DETERMINED BY OWNER AND THE ENGINEER.
3. 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 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.
a 4. A LIST OF REPRESENTATIVES TO CONTACT FOR INFORMATION REGARDING FACILITIES IS AS FOLLOWS:
3
MONTANA ONE CALL SYSTEM 1-800-424-5555
NORTHWESTERN ENERGY 1-406-582-4608
Z� CHARTER COMMUNICATIONS 1-406-570-0935
LU mN CENTURY LINK 1-406-585-2340
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R` 5. THE CONTRACTOR SHALL ADJUST ALL VALVE BOXES, CURB BOXES, AND MANHOLES TO FINAL GRADE UPON COMPLETION OF ALL
�+ RAWHIDE RIDGE ROAD $ CONSTRUCTION. ANY BOXES OR MANHOLES DAMAGED OR OTHERWISE DISTURBED BY THE CONTRACTOR OR ANY SUBCONTRACTOR SHALL BE
F REPAIRED AT THE EXPENSE OF THE CONTRACTOR. THIS WORK SHALL BE INCIDENTAL TO THE PROJECT, SEPARATE PAYMENT WILL NOT BE MADE.
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6. THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST AND EROSION DURING CONSTRUCTION AT HIS EXPENSE. STREETS SHALL BE
WATERED TO CONTROL DUST WHEN ORDERED BY THE ENGINEER. EROSION SHALL BE CONTROLLED IN ACCORDANCE WITH THE SWEEP PERMIT.
7. 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.
8. ALL DISTURBED AREAS SHALL BE SEEDED BY THE CONTRACTOR IN ACCORDANCE WITH SWPPP PERMIT.
9. ACCESS FOR OTHER CONTRACTORS WORKING ON THE SITE AND EMERGENCY VEHICLES SHALL BE PRESERVED AT ALL TIMES.
PROJECT AREA 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF UTILITY (PHONE/POWER) INSTALLATION WITH LOCAL UTILITY COMPANIES.
11. THE CONTRACTOR SHALL NOTIFY ONE CALL ®1-800-424-5555 FOR ONSITE UTILITY LOCATION. ALL EXISTING UTILITIES SHALL BE
MARKED BEFORE DIGGING.
12. 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.
13. THE CONTRACTOR SHALL NOTIFY THE CITY OF BOZEMAN WATER DEPARTMENT A MINIMUM OF 24 HOURS PRIOR TO BEGINNING ANY WORK.
BOOTHILL CT
14. CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING CONNECTIONS.
15. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND TRAFFIC PLANS TO THE ENGINEER.
16. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT THE PROJECT IS CONSTRUCTED IN A MANNER THAT MEETS ALL OSHA
STANDARDS AND REQUIREMENTS.
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PLAN INDEX
SHEET DESCRIPTION
I-1 COVER SHEET
BAXTER LANE R-1 ROADWAY PLAN&PROFILE
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VICINITY MAP O�
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VERIFY SCALE REVISIONS �QNT DRAWN BY:JRM PROJECT NUMBER
THESE PRINTS MAYBE
NO. DESCRIPTION DATE BY THE FLOORING PLACE 1100.001
CHK�D.BY:CMW
REDUCED.LINE BELOW1 RECORD DRAWING JRM 10/20/15 SHEET NUMBER
MEASURES ONE INCH ON
ORIGINAL DRAWING. ERg1000/IOg ��p1 JEREMY p' APPR.BY:JRM BOZEMAN IMMENTAL WAY WIDENING IMPROVEMENTS MT
N E S T S CD s Design
204 N.11th Ave. O R.M,qy W
Design Bozeman,MT 59715 0 �7579 PE W DATE:08/2015 DRAWING NUMBER
MODIFY SCALE ACCORDINGLY Planning Phone:(406)581-3319 �� 9 C O.A.REVIEW
&'0weA2jVGINEERING, INC ss Fo/srEae BY: COVER SHEET(RECORD DRAWING)
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\ Lot 2.T MENIAL \ im 4•P WR SVC \ a
EXISTING SIGN TO BE MOVE INSTALL 5'CONCRETE \\ GARDS�BDIVISION \\ A I3�' 1" PER WTR SVC I \\ tRpCT 6 tpL m m
END RB V PAST PC W/TAPER \\ SIDEWALK PER C.O.B. \ \_ /+ 1 \\ Lor R.SIMMEN A
TBC=4680.51 \ I COMMUNICATION BOX GARD �BDIVISION
\ SHRUBS TO BE REMOVED E TING HYDRANT TO BE RAISED ( BE ADJUSTED
INSTALL CONCRETE RED _18"TO MATCH BLVD GRADE VE TI SHRUBS TO E REMOVED \
RAMPS PER C.O.B. C�DMMUNICATION BOXES TO \ y e WE T B LL RD EM VE A PROPERTY
DETAIL 2529-8 \ B ADJUSTED VERTICALLY 8 / a E
\ 6 =BSW=4678.27 \ N
mzt �_MZ4 HORIZONTALLY BLVD-16'�r6y�\ INSTALL CONCRETE CURB �$.�j� 0 � / TB=B3 =g677.8 \ IW
PER C.o.B.DETAIL 2528-1 \ ' v(CO(#1 DATUM
PER
HYD 1176ON.20'
� '- � ° (FOB DATUM PER HYD 11780N BM MAP)
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- _ TBC PT=46 8. 'r7a1 END CU RTV LINE
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ss ss \ - INSTALL CONCRETE \-------------------- --
- I 0. -$>� EXISTING SWR SVC DRI'�EWAV ADETAI BROACH PER
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/ O__/____ / - SIMMENTAL WAY / O / GRAPHIC SCALE
�_ / EXISTING EDGE OF ASPHALT - ---- ______ / 0 // (� 20 0 10 20
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0 PROPOSED SAWCUT FOR -- -- O
� SEWER SERVICE - -----------------/---------_-
O CONNECTION ( IN FEET)
C - -- 1--h--20-1L---
A 'frXf7"P--30ft--
4682.5
PROFILE
SIMMENTAL WAY HORIZ:1 ORIZVERTA"=2'
� "=20'
° Ch 3T TBC-TBC 11
1.30/a .51 P OPOSED TBC a) VELID 0-
PROFILE
HORIZ:
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F EXISTING CE TERLINE _
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v v v v v v v v v v v v v v v v v v v
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50
NOTES:
s.5' R = 15' 1.CURB ALIGNMENT TO BE PARALLEL TO NEW CURB TO BE INSTALLED ON EAST SIDE OF SIMMENTAL WAY.
TYP. Nore IF APPRSIDEOACH
AS PER To cues, 2.SAWCUT AND REMOVE A MINUMUM OF 9"WIDE OF EXISTING ASPHALT TO GET CLEAN EDGE PRIOR TO PLACEMENT
INSTALL APPROACH AS PER STANDARD
5.4 0.45' PROPERTY DNE 1. DRAWING 02529-5,WITH 15'CURB CURB d OF CURB.
( ) TRANSITION SECTIONS.
3.CONTRACTOR TO COORDINATE RAISING OF UTILITY BOXES TO GRADE WITH APPLICABLE UTILITY COMPANY.
2a" Tvv B----------:-4 --<-' - ------- 4.ASPHALT TO HAVE 3%SLOPE BETWEEN EXISTING EDGE OF ASPHALT AND CURB.
9' 5.LOCATES ARE FOR GRAPHICAL PURPOSES ONLY.ALL EXISTING UTILITIES SHALL BE MARKED PRIOR TO
2' L w s • �- Ex ' (11P) CONSTRUCTION BY CALLING ONE CALL AT 1-800-424-5555.
VERTICAL CURB OR TRANSITION FROM FULL CURB Fec`pli T-1 O " C
INTEGRAL CURB r< -�_- 6.SEWER SERVICE TRENCH WITHIN THE EXISTING AND PROPOSED ROADWAY IS TO BE BACKFILLED WITH FLOWABLE
R Jonas
° cuTTER AT PC TO NOTHING AT PC
a" TOPSOIL° 3"R °
-
FILL.
E%PANS ON JOINTS -'-
L(TrP.) y R s' a ,:. a 7.CATCH CURB-TBC=FLAG+0.38'
a A 2R" A 8.VERTICAL DATUM=LOCAL DATUM=C.O.B.DATUM-19.44'(USING ARROW BOLT OF HYDRANT 91176 ON HYD BM MAP)
y S Rc EXPANSIONEN JOINT IF DRIVEWAY ,-- 5 SID- 3 }°� 9.MATCH EXISTING ROAD SECTION FOR GRAVELS AND ASPHALT THICKNESSES.
12 ° IS P.C.C.PAVEMENT `
° - °° ° °a. ° urvglNo' G use mv.1 10.WATER AND SEWER SERVICES TO BE INSTALELD PRIOR TO CURB AND SIDEWALK.
2a �/►_
35'MA%.COMMERCIAL N4 REBAR ON 2'X2'GRID (vA
40'MAX.INDUSTRIAL SCALE: f" =5' \
\ `
() o 0 0 0 0 0 OWEL
0 0 0 0 0 0 0 0 o A A C
CRUSHED GRAVEL O O O O O O O O O O O O O O O
O O O O O O O O O O O O O O O O
BASE-3' MIN. O O O O O O O O O COrvTRACT10N J01rvTS(TYP.)-SPACE AT 5'INTERVALS O
O O O O 0000000000000 O O O O O
IN SIDEWALK,10'IMERVALS IN APRON CONCRETE SURFACE
x Flow line O
SUB-BASE COURSE E [AR-`
AS REQUIRED ONEorEN eBNo f c RE FFLOW uNE oAo?N[M 5!
max NE L__ N�RpAVNs O
�TvTi i Tv v v v� v� v �NP�� �: )
TRANSITION FROM FULL CURB MA NE uoRE T
COMPACTED SUBGRADE AT PC TO NOTHING AT PC
TRANSITION TOP r11�2 WI�oY,
REINFORCE COxCREIE IN
OF CURB TO FIBEAME56.6.A RATE IF
MATCH SIDEWALK OR wiles 6x6xt0-GE wIRE 12"' 5'-0" 12"
TOP OF CURB 1
.s 1Is LOF[ 3/a E m EXPANSION JOINTS AT ET TON ols"a vARi uK SIDEWALK L 1 ' 1's �LOP P` CURB RETURNS ANSRION
5'SIDEWALK FLOW LINE NO LIP
LANDING
N VARIES SECTION B-B
8.5. .ap xrx. NO SCALE
UR NO LIP
B&CUTTER 1[I^
DROP CURB FOR DRIVEWAYS DROP CURB FOR PEDESTRIAN RAMPS SPILL CURB 21
T 5' TYP
NOTES: 6" 6"CONCRETE 3^GRAVEL BASE TYP. to v✓.wus
1 Subgrade Or base course compaction shall conform to section 02230(M.PW.Specs., 1996 Rd.) SIDEWALK DRIVEWAY APRON RAMP (TYP.) \ VARIES
-
1 Contraction is snap be laced at 10'intervals and shall have a minimum depth of 3 a' DRIVEWAr A.C.C. SECTION A-A \ _ _ 6 51 SLOP
joints P P / OR P.C.C.PAVEMENT) $'FOOT ttR 2
a d m n mum Width of 1/8' �"PER FOOT SLOPE SIREET SURFACE NO SCALE
3 1/2'expansion joint material shall be placed at all PCs,P T s,curb returns and at not m re SECTION C-C PROPERN
0
than 300'intervals. The expansion material shall extend through the full depth of the curb LINE
and utter CONSTRUCT Ory NOTES NO SCALE
4 No curb and gutter shall be placed without a final form inspection by the City Engineer or his 1 3" MIN GRAVEL BASE
sore entat va. SStandard op es to new constauct on With max cub R 15.and mn.55 boulevaMs
WASHED ROCK 6"THICK
S 2. amp ana curb con be poure mono IM1 ca y
5 Concrete shall be Class M-4000. 6 Crushed gravel base shall meet the requirements of 3"MIN. 6. sRroxe a op niets shall be eonFwetea-wvFtreom^or romps. AtemaTxe moot ape vertu nea only xvox City Ergir. 'F approval.
Section 02235(MAW SPECS, 2003 ed.) For curb and gutter replacement projects, washed rock M-4000 coNCRETE amp wdth s a be 5 m mum. 4"THICK M-4000 CONCRETE
may be Used for the gravel base, SECTION A-A s. s�aewal%cross-slopes sballp not exceed 2z.
BOULEVARD SIDEWALK NO. 02529-8
CITY OF BOZEMAN SCALE: INTEGRAL CONCRETE N0. 02528-1 NON-RESIDENTIAL CITY OF BOZEMAN SCALE: PERPENDICULAR
CITY of BozEaenN SCALE: NO. 02529-13ITY OF BOZEMAN SIDEWALK DETAIL,
STANDARD DRAWING NONE CURB & GUTTER Revised STANDARD DRAWING NONE DRIVEWAY APPROACH Dec. 2003 As SHOWN PEDESTRIAN RAMP NOV.N1
Mar. 2006 FOR ARTERIAL STREETS STANDARD DRAWING (15'MAX.RADIUS/5.5'MIN.BOULEVARD) Revised April 2006
VERIFY SCALE REVISIONS p1T DRAWN BY:JRM PROJECT NUMBER
NO. DESCRIPTION DATE BY THE FLOORING PLACE 1100.001
THESE PRINTS BE BE CHK'D.BY:CMW
REDUCED.LINEBE A O 1 RECORD DRAWING JRM 10/20/15 SHEET NUMBER
MEASURES DR-I HON SIMMENTAL WAY WIDENING IMPROVEMENTS
ORIGINAL DRAWING. EngInNNNng JRE•MAY APPR.BY:JRM BOZEMAN MT
NESISConsulBhg ze N.11th Ave.
Design Bozeman, )5 1-331 17579 PE DATE:08/2015 DRAWING NUMBER
Planning Phone:(406)581-3319 O.A.REVIEW
MODIFY SCALE ACCORDINGLY INC g ssF°ISTE(LE° BY; ROADWAY PLAN AND PROFILE(RECORD DRAWING) R_1
H:\1100\0014ACAD\Sheets\RECORDDRAWINGS\R-1-RECORD.dwg Plotted bychristopherwasia on 10/20120153:17PM ;,OGINEERING9
� inn' ofaNew Standardof°fapupp91 COPYRIGHT 0 GENESIS ENGINEERING,INC.2015 ��NAL DATE: