HomeMy WebLinkAboutWest Winds Subdivision Phase 2A & 2B - N 27th Ave & Baxter Ln PLANS FOR
iAmow WEST WINDS PLANNED COMMUNITY
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BOZEMAN MONTANA
T FALLS
PHASE 2A & 2B SUBDIVISION
MILM crtr
NORTH 27th AVENUE AND BAXTER LANE
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ROAD AND UTILITY PLANS
R(M L
VICINITY MAP
NOT TO SCALE
BOZEMAN, MONTANA
NW Corner of North X Corner of
Section 2, 2"BC 34 35 Section 2.2Y4"B.C.
*779 ES", 0.25' MDT 56 6 S*
below asphalt S89*43'51"W 2644.67' TIS,0 R5
WaW`� E
W, R5E
3 41'
PROJECT SITE
0)
(D Lr)
n C-4
0
to 6
V)
C9�
Center North Xe
Corner of Section 2,
2Y.'B.C. 3,tt ES" PREPARED FOR: PREPARED BY:
CASCADE DEVELOPMENT, LLC. HKM ENGINEERING, Inc.
3825 VALLEY COMMONS DRIVE 601 Nikles Dr. Suite 2
SUITE 04 Bozeman, MT. 59715
(406) 586-8834
BOZEMAN, MONTANA 59715
ENGINEERING
U')
FAX (406) 586-1730
Ln N
-r—t PROJECT NO. 0480187.110
APRIL 20043
West Y4 Comer of
Section 2, 1'Pipe, RECORD DRAWING
1.5'below surface
PROJECT MANAGERIENGWFJ?
II II S89*42'52"W 2639.32;] F Center of Section INFORMATION
I"O.D. Iran Poe& 1/20/2007 T
Location Map of the YPC markd'S.S.
"' 'A _
WEST WINDS SUBDIVISION Eg �* CUUO 6",*=
Sheet No.
0, 10766 PE CLOVrON 0. LIME PE
G-1
in the NW Y4 of Section 2, T2S, R5E, P.M.M. 9
Project Ad-9-
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Copyright 0 2006 HKM Engineering Inc.. All Rights Reserved,
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J • O
CfAERAL lV4DTF� � o Y
1. 1NE LOCATION OF EXISTING UTNJTIES SHOWN IS APPROXIMATE AND THE 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL, 17. EROSION CONTROL IS THE RESPONSIBILITY OF THE CONTRACTOR: c m N a
a CONTRACTOR SHALL ALL
P VERIFY PRIOR M CONSTRUCTION. THE CONTRACTOR IS INCLUDING, BUT HOT UNITED TO, DETOURS SGINAGE, AND FLAGGING PERSONNEL PURPOSES
ES AND LOCATIONS SHOWN IN THE PLANS ARE FOR ESTIMATING ` SP
REOUnitED TO TAKE ALL PRECAUTIONARY MEANS TO PROTECT ALL EXISTING PURPOSES ONLY.UTILI • ,•
B. ROAD SIGNS SHALL BE INSTALLED W COMPLIANCE WITH THE CURRENT VERSION .s
OF THE 'MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES'. 1B. ALL UTILITY TRENCHES SHALL BE BEDDED, BACKFILLED, AND o
T WHERE CONDITIONS ARE PLANS
OR IN THE
WHICH APPEAR . T DIFFERENT FROM
THOSE INDICATED ON 7Y1E PLANS OR IN THE SPECIFICATIONS, THE CONTRACTOR COMPACTED PER CITY OF BOZEMAN STANDARD DETAIL N0. 02221-1.
SHALL NOTIFY THE REPRESENTATIVE PRIOR TO THE PERFORMANCE OF WORK. 10. ALL EMBANKMENT MATERIAL SHALL BE COMPACTED IN ACCORDANCE WITH
SECTION 33 OF MONTANA PUBLIC WORKS 19. ALL CURB AND GUTTER SHALL BE CONSTRUCTED PER CITY OF 0 - N
3. ALL WORK AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE BOZEMAN STANDARD DRAWING NO. 02528-1. •
CITY OF BOZEMAN MODIFICATIONS TO MONTANA PUBLIC WORKS STANDARD 11. LIMIT CONSTRUCTION AND SUPPORT ACTIVITIES TO THE PROJECT LIMITS. {)
SPECIFICATIONS FIFTH EDITION, UNLESS INDICATED OTHERWISE ON THE CONTRACT 20. ALL DOUBLE STANDARD
AND FILLETS, SHALL BE CONSTRUCTED PER CITY •
12 ALL BULLDOZER, SHALL TO PERFORMED UTILIZING TRADITIONAL EXCAVATION OF BOZEMAN STANDARD DRAWING N0. 02529-1 AND NO 02529-2 �Z
FOLLOWED
E D ORDER A PRECEDENCE SMALL BE CITY OF BOZEMAN MODIFICATIONS MEANS (BULLDOZER. EXCAVATOR. ETC). BLASTING OF ROCK MATERIALS SHALL
FOLLOWED BY MONTANA PUBLIC WORKS, NOT BE PERMITTED WITHOUT PRIOR APPROVAL OF THE REPRESENTATIVE. 21. PEDESTRIANS RAMPS WILL BE CONSTRUCTED AT ALL INTERSECTIONS
14. CONSTRUCTION SAFETY AND SANITATION FACIUTIES SHALL BE PROVIDED BY PER CITY OF BOZEMAN STANDARD DRAWING NO. 02529-8. m o0
THE CONTRACTOR AND MAINTAINED BY THE CONTRACTOR. 3. ANY REMOVED STRUCTURES STALL BE DISPOSED OF OFF THE SITE IN A 3r W o
LAWFUL MANNER.
5. THE CONTRACTOR SHALL PROTECT ADJACENT PRIVATE AND PUBUC PROPERTY 14. THE CONTRACTOR SHALL PROVIDE A SET OF AS BUILT DRAWINGS TO THE p
FROM DAMAGE DURING CONSTRUCTION. REPRESENTATIVE PRIOR TO THE FINAL ACCEPTANCE m
6. THE CONTRACTOR SHAH BE RESPONSIBLE FOR CONTACTING ANY AND ALL
UTNXTIES IN THE AREA PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. 15. CONTRACTOR SHALL RESPONSIBLE FOR DUST CONTROL, USING WATER OR v
OTHER METHODS APPROVEDD BY THE REPRESENTATIVE a•
7. OAK STREET SHALL REMAIN OPEN THROUGHOUT THE DURATION OF THE 16. CONTRACTOR SHALL FIELD VERIFY INVERT ELEVATIONS, PIPE SIZES, LENGTHS,
0
PROJECT. CORRUGATIONS. AND MATERIALS BEFORE ORDERING. iL
• �f
0 4
SURVEY CON7RO1L
PROJECT HORIZONTAL DATUM: ASSUMED o ` U x
o =C
PROJECT VERTICAL DATUM: •
OFFY(IF ""' F[ IN:FOIRMATION
D DRAWING W691 W,"Of GAr— J"LEtt
°` " " " 0/2007
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GENERAL NOTES,PROJECT LEND A SHEET IOEIL04 NORTH
04 BAXTER 2LANE,ST1EET8PLAN ATREET PPROFI PROFILE a_HC�^� -
00 NORTH 27TR AVBRE Ii1 AND 8TRIPW PLAN a
04 BAXTER LAZE BMW AND STRIPING PLAN `9s
= i 107
09 TTPICALSECTIONS ��n•.,�,� �esG�?�
IN RCPA AID PAVl16R YARNNp BETAU
W.I. BAXTER LANE WATER MAm PLAN 4,PROLL/ �O��HAjll��tI,T1E�`
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CEAERAL NQ a ECT LEGEW d ° o 2,0
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-- - - -- -- �'w n�� SO STORM DRAIN Pm POINT OF VERTICAL INTERSECTION u'L Z
PP POWER POLE BVCS BEGIN VERTICAL CURVE STATION O O O Q
E EXISTING GROUND INDEX CONTOUR NEW TOP BACK OF CURB -------NEW UTILITY EASEMENT GA GUY ANCHOR EVCS END VERTICAL CURVE STATION S �O EY1
EDP EDGE OF PAVEMENT BVCE BEGIN VERTICAL CURVE ELEVATION I
EXISTING GROUND MINOR CONTOUR NEW SIGN — NEW LOT LINE LF. LINEAL FEET EVCE ENO VERTICAL CURVE ELEVATION
- EXISTING EDGE OF ROAD 0 NEW SEWER MANHOLE — - - —NEW PUBLIC RIGHT-OF-WAY FL F]FYA710N I.E. INVERT ELEVATION
i
• EXISTING POWER POLE NEW SEWER LINE —-—- --NEW ROAD CENTERLINE (TYP) TYPICAL INV. EL INVERT ELEVATION
i --PWR—EXISTING OVERHEAD POWER I NEW WATER VALVE INV. INVERT UG-PWR
UNDERGROUND POWER
S- SLOPE UG-TEL UNDERGROUND TELEPHONE Z
EXISTING SIGN �. NEW WATER LINE MJ BEND C.B. CATCH BASIN IN INCH
EXISTING SEVER MANHOLE NEW WATER LINE TEE MH MANHOLE W
i
CMP CORRUGATED METAL PIPE W
+•. FJISTING SEWER LINE NEW WATER LINE CROSS CL g7NTFRLINE DH DRILL HOLE R. FLOWJINIE Z
FT FOOT
x EXISTING WATER VALVE Y NEW FIRE HYDRANT 13OHP OVERHEAD POWER CP CONTROL POINT =
A EXISTING FIRE HYDRANT NEW WATER LINE C.O. CONTRACTING OFFICER VC VERTICAL CURVE LEE
C.O.R. CONTRACTING OFFICER Cp CONTROL POINT
•. EXISTING WATER LINE 0 NEW STORM DRAIN MANHOLE
REPRESENTATIVE Sheet No.
PCPOINT OF CURVE
O NEW STORM DRAIN DROP INLET LT LEFT CURVE COEFFICIENT
POINT OF TANGENCY ��L
/�
o NEW STORM DRAIN LINE A D ALGEBRAIC DIFFERENCE
0
Copyright 0 2006 HKM Engineering Inc.. All Rights Reserved.
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NOTES: LEGEND:. SIGN AND PAVEMENT MARKING NOTES: CI y rn
1.SOIS,NSTALLATIONS,POSTS AND MOUNTING SHALL
ALL GRAYED OUT SIGNS AND MAKINGS ARE TO BE N OONFOFNIANOE WITH CITY OF BOIDAAN STANDARD 4) � p � OO 000
BE INSTALL AT A LATER DATE WHEN BOTH O NEW FLEMBL.E DELINEATOR (YELLOW) DRA11111G MO.OWO-1 AND NO.OWO-4 AID THE C 00
THE EAST AND WEST BOUND LANES ARE OPEN MANUAL ON 1NIFOIN 7RAFFlC CONTROL DEVICES. p)C: N C 6 ,p
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L
TO TRAFFIC,. NG 2 PAVEMENT MNBO SHALL BE IILAD u.I y E L
T E1d1. 0PLASTC OR PM-FOIWFD PLASM TAPE_AM Z
SHALL BE N COWOrNANCF NRH TIE MANUAL ON U N X
UNIFORM TRAFTIO CONTROL OENCES. CC
S L O
3. CURB MARKINGS SHALL BE YELLOW PAINT, "O noLL-
IN CONFORMANCE WITH SECTION 02581 OF THE [z.z.
MONTANA PUBLIC WORKS STANDARD
SPECIFICATIONS.4. SEE SIGNING AND DEIJNEATION DETAILS FOR
PARKING RESTRICTIONS AND ADDITIONALINFORMATION.
i I
Sheet No.
60 0 60 120
3 scale feet C/-3
0
Copyright O 2006 HKM Engineering Inc., All Rights Reserved.
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SIGN AND PAVEMENT MARKING NOTES: C 0)In
1. SIGNS. INSTALLATION& POSTS AND 2 Q P, 6
MOUNTING SHALL 8£ MI CONFORMANCE MATH C T 000
CITY OF BOZEMAN STANDARD DRAWNG NO. W C C .p
09810-1 AND NO. 09810-4 AND THE MANUAL C � CO O
ON UNIFORM TRAFFIC CONTROL DEVICES. W L Z E L
2. PAVEMENT MARKING SHALL BE INLAID I U N X
THERMOPLASTIC OR PRE-FORMED PLASTIC = m IQi
TAPE. AND SHALL BE IN CONFORMANCE MATH J I
THE MANUAL ON UNIFORM TRAFFIC CONTROL r
DEVICES. /(
3. CURB MARKINGS SHALL BE YELLOW
PAINT. IN CONFORMANCE WITH SECTION
02581 OF THE MONTANA PUBLIC VI
WORKS STANDARD SPECIFICATIONS. Z
4. SEE SIGNING AND DELINEATION W
DETAILS FOR PARKING RESTRICTIONS W
AND ADDITIONAL INFORMATION. Z
Sheet No.
6 0 60 1 s C_4
scale feett
Copyright 0 2006 HKM Engineering Inc.. All Rights Reserved.
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---------------}-------------- 0/2007 �-----
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SIGN AND PAVEMENT MARKING NOTES '
C* rn
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1. SICK MOUNTING SHALL INSTALLATIONS,N CONFORMANCE VATH C >-
CITY OF BOZEMAN STANDARD DRAWING NO. p C m C .p
OY81O-1 MO N0. CM OO-4 AND THE MMNAL C '^) C
ON UNIFORM TRAFFIC CONTROL OEVICEB. V Z N
Z PAVEMENT MARIONG SMALL BE INLAID U O
DIBDA)PLASTIC OR PRE—FORM PLASTIC = �O m-_u-
TAPE, AND SMALL BE IN CONFORMANCE M171N I
THE MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES'
3. CURB MARKINGS SHALL BE YELLOW
PAINT, IN CONFORMANCE WITH SECTION v
02581 OF THE MONTANA PUBLIC
j WORKS STANDARD SPECIFICATIONS. Z
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l4. SEE SIGNING AND DELINEATION W
a DETAILS FOR PARKING RESTRICTIONS W
AND ADDITIONAL INFORMATION. _
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Sheet No.
s 0 60 s C_4
3 stole feet et
ti
Copyright 0 2006 HKM Engineering Inc.. All Rights Reserved.
100.00'
PUBLIC RIGHT-OF-WAY of o
50.00'
v Y
o m � a
EXISTING I NEW ROADWAY
ROADWAY I THIS PROJECT • w
6.50' 6.50' '-
6.00' 18.00' EMERGENCY 5.00' 11.00' 11.00' 5.00' EMERGENCY 18.00, 6.00'
1.00' SIDEWALK BOULEVARD PARKING BIKE LANE DRIVING LANE I DRIVING LANE BIKE LANE PARKING BOULEVARD SIDEWALK 1.00'
2
2.00' 1.00' I 2.00'
10_t I PROFILE
2-+ GRADE POINT __to:1_ {•� �,_,,,
�% 3_� `� __-_ ___10:1 m �
0.75'
(TYP) �o' i
---') m7WOVEN GEOTEXTILE FABRIC AMOCO • o _z
COMPACT SUB-GRADE 2004 OR APPROVED EQUAL COVER BOULEVARD W/6' TOPSOIL Q
CONTRACTOR TO CONDITION SAW CUT AND TACK ALONG AND SEED WITH SOD/LAWN MIX
AS REQUIRED TO MEET CENTERLINE EXISTING ASPHALT PLANT MIX ASPHALT SURFACING v
COMPACTION REQUIREMENTS SOUTH OF CENTERLINE TO BE 3'MIN. DEPTH c
4' M-4000 CONCRETE REMOVED. INSTALL NEW ROADWAY CRUSHED GRAVEL BASE COURSE o
—3' WASHED GRAVEL TO SOUTH FROM CENTERLINE. RECORD DRAWING •
6" MIN DEPTH
SUB-BASE COURSE }
12�MINNUSDPIIITnRUN GRAVEL INFORMATION 8 Z
K—A1 TYPICAL SECTION-MINIM ARTER& 1/20/2007 Of e°
NOT TO SCALE a
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BIKE GENE/ BIKE LANE/ 3
8.00' 5.00' EMERGENCY 14.00' TURNINGING L LANE/ 14.00' EMERGENCY 8.00' 8.00' o
1.00' SIDEWALK BOULEVARD PARKING DRIVING LANE RAISED MEDIAN DRIVING LANE PARKING BOULEVARD SIDEWALK 1.00' 0)m
� g �
$ o 3
2.00' NEW ROADWAYI BY OTHERS 2�. O
THIS PROJECT
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2.00' i 2.00'
0
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6' TOPSOIL GRADE POINT
SEEDED WITH .`•; _
SOD/LAWN MIX PLANT MIX ASPHALT SURFACING
3" MIN. DEPTH =0°.,.10
6' TOPSOIL 4' M-4000 CONCRETE -
COMPACT SUB-GRADE CRUSHED GRAVEL BASE COURSE SEEDED WITH %FS''•`•.;eEYsx"_�`�`
CONTRACTOR TO CONDITION 6" MIN DEPTH SOD/LAWN MIX 3" WASHED GRAVEL
AS REQUIRED TO MEET
COMPACTION REQUIREMENTS SUB-BASE COURSE
3' MINUS PIT RUN GRAVEL
70
10" MIN. DEPTH
m
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NORTH 27th AVE NM AVENM a>N
TYPICAL SECTION-COLLECTOR STREET o M .
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Copyright 0 2006 HKM Engineering Inc., All Rights Reserved.
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CURB PAINTING SHALL DE 20' FROM 111/1111
CROSSWALK OR 30'FROM STOP SIGN INSTALL 125.0 LF 42" RCPA
WHICHEVER IS FURTHER DISTANCE. I o
WITH END SECTIONS o Z N
RE-GRADE RCPA I INV. IN = 4699.89
ENTRANCE TO INV. OUT - 4698.99 cti
PROVIDE ADEOUATE •
DRAINAGE
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�Sc REMOVE 36" RCPA END EXISTING 36" RCPA END o
SECTION AND RESET AT END-_
SECTION REMAIN IN PLACE �
o INV. OUT = 4698.99
z F r------------------- I Of 40.0' EXTENSION
cD M i
i w i INSTALL 40.0 LF 36" RCPA Q
AND RESET END SECTION m U
II INV. IN = 4699.89 0
------------------------
N -_ • 0
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scale feet INFORMATION } a
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� - CLLVER_CROS8NGS 1/20/2007 c 0° Z
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NTER8ECTION cups MARi%w 3
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10 0 10 20 N W a
FUTURE ROADWAY EXISTING GROUND Y »S
0
scale feet 6
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INSTALL 25.0 LF 36" RCPA ��`�':
AND RESET END SECTION EXISTING 36" RCPA `� LI t.4.
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INSTALL 93.5 LF 42" RCPA ---- -- ------_---- flu
AND END SECTIONS
------------ ---- ------- 42 RCPA SECTION
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Sheet No.
BICYCLE LANE PAVEMENT MARKNIN 50 0 50 100
WTAL scale feet r C t gAXTM LANE RCPA CRO`SSNIM D-2
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Copyright O 2005 HKM Engineering Inc., All Rights Reserved.
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