HomeMy WebLinkAboutCottonwood Road Improvements - 2011 O ;I H EO
COTTONWOOD ROAD
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PROVIDING STREET AND ACCESS IMPROVEMENTS FOR
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NORTON RANCH SUBDIVISION, PHASE I LU
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NORTON PROPERTIES, LLC
6=8 NE LOWER MEADOW DR., STE 200
BEND, OR 97701
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BRANDON -
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No.13975PE
PREPARED BY: =__o
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I . te rman Drive 5 Suite FSANDERSON 705emOsn, Montana 9715
Ph406.522.9876
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3 PLAN—PROFILE COTTONWOOD ROAD STA. —5+50 TO STA. 3+00
4 PLAN—PROFILE COTTONWOOD ROAD STA. —3+00 TO STA. 11+00
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5 PLAN—PROFILE COTTONWOOD ROAD STA. 11+00 TO END
6 ACCESSIBILITY RAMP DETAILS AT COTTONWOOD ROAD, FALCON STREET AND WEST BABCOCK STREET
€ ®m p 7 CROSS SECTIONS COTTONWOOD ROAD STA. —5+00 TO STA. 9+00 CAD. CMK
_ — 8 CROSS SECTIONS COTTONWOOD ROAD STA. 9+50 TO END DATE' 6/6/08
9 STRIPING & SIGNAGE PLAN COTTONWOOD ROAD STA. —5+50 TO STA. 11+00 REVISIONS: 2/2a/o9
-- 4/22/09, 5/27/09
10 STRIPING & SIGNAGE PLAN COTTONWOOD ROAD STA. 11+00 TO END 6/16/09, 7/21/09
11 STREET DETAILS 9/1o/tOAB
12 STORM DRAINAGE DETAILS APPROVED
QUALP ASSURANCE:
"CONFORMS TO CONSTRUCTION RECORDS" SCALE: NO SCALE
s VICINITY MAP STREETS — SEPTEMBER, 2010 PROJECT NO.ao�aoaa
NOT TO SCALE SHEET 1 OF 12
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-EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO
THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER,GAS,STORM,
g SEWER,TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO
$ CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS.
-ALL ONSITE UTILITY IMPROVEMENTS SHALL CONFORM TO THE UNIFORM PLUMBING CODE(UPC)AND ALL ADMINISTRATIVE RULES OF MONTANA
MODIFICATIONS TO THE UPC. CAD.
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—ALL IMPROVEMEN DAM TS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBUC WORKS STANDARD SPECIFICATIONS 5TH EDITION,MARCH, 8/8/08
7 2003,IN DATED MALL AD2004UAND ANYAND
THE
ADD CITY
NDA F BOZEMAN MODIFICATIONS TO MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS FIFTHEDITIO REVISIONS: 2/24/09
—UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A 4/22/09, 5/27/09
LAND SURVEYOR UCENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION 6/16/09, 7/21/09
LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. 8�12/11AB
-BENCHMARK#I: PN YELLOW
.36 CAPPED"MMI"REBAR AT CENTER EAST Ne CORNER OF SECTION 9. APPROVED BY:
€ 9.57
ELEV.=4779.24 UP ASSDRMCEE:
—BENCHMARK/2: PC YELLOW CAPPED"1311ES"REBAR AT NORTHEAST J{s CORNER OF SECTION 9.
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& E 1558266.09
ELEV.—4764.10 "CONFORMS TO CONSTRUCTION RECORDS
o —DATUM=NAVD 88.SUBTRACT 19.45 FEET FROM BENCHMARK#1 OR/2 TO CONVERT TO COB DATUM. I Fl��COTTONWOOD�AS
—ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'e WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. UTILITIES — UU LY, 2011
8 PROJECT NO.aozo-4_o
—THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24—HOURS PRIOR TO BEGINNING ANY WORK. STREETS — SEPTEM BER, 2010 2 14
—MEDIAN FINISH TREATMENT TO BE SEEDED,WITH IRRIGATION FOR AREAS'WIDER THAN 8 FT. SHEET—OF
RIM-480T27
EX STORM
DRAIN MANHOLE
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----- PLAZA SUBDIVISION n m �> ���� O
SAWCUT EX.ASPHALT / \ \V -------- )� /x ICI CONTRACT UNIT OF V
TO PROVIDE NEAT EDGE / / J c\
TO PAVE TO(3'TYP.) / \\ \\ .r\ rc- % EX.01SAN SEWER PARC�'L
PROVIDE CONIC.CAP / w R=25' MANHOLE >,24-398 NEW METER PANEL(SEE 0
_ ON ALL MEDIANS / \ \ EX.SANI SEWER L=38.15' RIM=4801.51 ELECTRICAL PLANS) EX.SAN SEWER MANHOLE
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/ - ____ RIM=41802.36� % NEW PoM=4798.12 O
INV. UT-t 4801.12 R=30' SAWCUT EX.ASPHALT
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/ \FUT. ELM WALK -o+1.76 TO PAVE TO 3'TYP. INV.IN(S)=t4784.36 uj
EX.STORM DRAIN INLET 2'WIDE CURB CUT -- 0+5607 ( )
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-- VALVE(TYR) ---�' rc-os.7s rC=o486 ' _ - \ 9.28' s rCULVERTRCP 8'PVC CONDUIT FOR- VALVE
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06 /
rc o5n �� / R 1419' Tc o31a a16a.6s INV.E=4796.40 TRANSITION TO OVFx(2HEAD POWER LINE ��o"' prvP L= 0+a z6 O `" NTH 3'TRANSITION TO in P'
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EX.RIM=4806.07 EX. POWER maTCH E%. EX.HYDRANT EX.SAN SEWER MANHOLE ~
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NEW RIM=4808.21 TRANSFORMER o+4s.ss -
INV.IN(E)=34796.81 Tc=:4e64.s EX RIM=4803.10 rc Tzo / rc-0o.4e / Pa RRDQOSED- __- uv. -
INV IN(S)=t4796.81 (mnrcry EX.) 6'WIDE DOUBLE NEW RIM=4802.9O / _
INV OUT(N)=34796.71 GUTTER INV.IN(E;=24794.14 EX.POWER - L-39.26 // LOCATION - rc-6az - _-_-- V
INV INS=t4794.14 rc ta00�.>>__- / i -
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INV.IN(W)-34786.82 POLE(TYP.) rc taeoT3o REMOVE&DISPOSFi / / -TRANSFORMERS--- - MAT �x. 9B/
INV.OUT(N)=+4786.76 x (mATCH Ex.1 OF EX/SIDEW / ---/ ? EX.POWER POLE
Ex.SIDEWALK -�-a0 / L / / / CONDUIT PVC (SEE SIDEWALK UTILITY ,���, yG=
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LOT 3 z �'WIDE DOUBLE // EX.15"RCP CULVERT - - - - - _ _ _ �* ODD STEPHEN *_
NOTE: dffiVOR SUBDIVISION No. 340 I m GUTTER/ / i INV.IN(S)=}4796.61 �A MITCHELL rw`
-EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO -BENCHMARK/1: PC YELLOW CAPPED'MMI"REBAR AT CENTER EAST X6 CORNER OF SECTION 9. _ / f - - - INV.OUT(N)_t4796.43- -0 14925PE
THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER,GAS,STORM, N 525400.38 i2
E 1558209.57 E /
SEWER,TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO ELEV.=4779.24 / a / / / / y w Hil
CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. i>x ORT 11
-BENCHMARK/2: PC YELLOW CAPPED'1311ES'REBAR AT NORTHEAST XI CORNER OF SECTION 9.
-ALL ONSITE UTILITY IMPROVEMENTS SHALL CONFORM TO THE UNIFORM PLUMBING CODE(UPC)AND ALL ADMINISTRATIVE RULES OF MONTANA N 526695.09
MODIFICATIONS TO THE UPC. E 1558266.09
ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 5TH EDITION MARCH
ELEV.-4764.10 / / EX/5"RCP CULVERT LOT 2
2003,INCLUDING ALL ADDENDUMS,AND THE CITY OF BOZEMAN MODIFICATIONS TO MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS FIFTH _ I / / INV.OUT(N)=4798.27 SCALE
-DANM-NAVD 88.SUBTRACT 19.45 FEET FROM BENCHMARK$1 OR p2 TO CONVERT TO COB DATUM. JffjVOR SUBDIVISION No. 340
EDITION,DATED MARCH,2004 AND ANY ADDENDA THERETO. / PLAN 1�� = 30'
-UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A
-ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB's WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. --------- / PROFILE
LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. _THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK. / HORIZ. 1" = 30'
-MEDIAN FINISH TREATMENT TO BE SEEDED,WITH IRRIGATION FOR AREAS WIDER THAN 8 FT. VERT. 1 5'
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3 REVISIONS: 2/24/09
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PROJECT NO.m_o7 _o
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IEGEND-
®CATCH CURB
®SPILL CURB
EX.SAN SEWER MANHOLE
. TRANSITION FROM CATCH
EX RIM=4797.17 TO SPILL CURB
NEW RIM=4798.12
®TAPER CURB HEAD 3' ` ;I
INV.IN(E)=t4784.31 P.4RCBL
INV.IN(S)=t4784.36 SAWOVI IX.ASPHALT EX.STORM DRAIN INLET APPROX.LOCATION O
INV.OUT(N)=t 4784.26 TO PROVIDE NEAT EDGE RIM 4�M7. 124-398 FUT.LIGHT ROLE XOF NEW WELL `• u
_ TO PAVE TO(3,TYP.) INV.=t47gg,25 LOCATION(TYP.)
(BY OTHERS)
FUT.LIGHT POLE
LOCATION(TYP.)
11 s\ REMOVE&DISPOSE (BY OTHERS) ` L
OF EX.`CURB&GUTTER - EX.SAN SEWER MANHOLE
TRANSITION FROM CATCH CURB _
TO SPILL CURB FROM \ \ a+\�,9 \ NEW RIM=47 3 28�4z --- I 3
2+28.02 TO 2+ 86
50 ADJUST+EX. En=9a.as 4 s+osa4 s2_ 27 LF OF DEPRESSED EX.SAN SEWER MANHOLE
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5+03.60 9j EA=93.14
CURB WITH 3' \ \ EX.RIM=4788.70 27'GONG.PAD \ O m
• \ TC=93 3a MATCH Ex. INV. IN(S)=t4781.44 A
z+o INV.oUT(N)=t4781.34 CCESS`(TYP ST10N TO CONIC. \U NEW RIM=4789.23 ( TH VARIES) 36" R
TC59a G < - A ') s \\ \ \�P INV.IN(E)=t4777.54 \D \ \\\ I NV.IN EA ofi s+o5s, v NV. w(s)=t4nz54 V U s O- Lu h
,w�1WV.OUT(N)=t477Z44 �� PROVID
a+oo _ ,
r w Tr 9s 3a w l MATCH Ex, 20 27 x20' _
3.42' -- -� _ °� - N Or5oz9'a �-w w W CONC.PAD / J o -
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z+28.o2 To-sii - s EX.WATERS ss-r�ss ss- ' T Ss ss EX.8"SAN SEIFSR MAIN J� w
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55_ -� I- 130384' 10F00 W- -W�/ TC 8852
COTTONWOOD ROAD-- ss s� a936 z3sa - - TC=8J 9fi
NEW LIGHT POLE s+sa m-9o.ao +
27 LF OF DEPRESSED CURB a EX.STORM 5+7o a3 ss -
WITHro LOCATION TYP)(SEE SEE SIDEWALK UTILITY Tc 620 ss ss f _C
CON 3'TRANSITION TO uu - -,� ELECTRICAL PEAS) '--__ s/ £ DRAIN MANHOLE Tc-93.o0 *c°gz e3 3.42' rc 5aa ss �' -- ss
CONIC.ACCESS(TYP.) c / RIM=OUT(N) NEW STORM TRANSITION FROM CATCH CURB
( INV.OUT(NE)=t88.99,a EX.POWER POLE DRAIN INLET A-1 �" 20 T _
x i CONFLICT DETAIL SHEET 11) / N' EX POWER 2 WITH
LF'T DEPRESSED CURB L COTTON p
0o i 3' 0 SPI L CURB FROM'
\ / TC=4791.14 a R POLE °D 10+75 TO 11+00
i zss s (SEE SIDEWALK UTILITY RIM=90.69 m o SEE SIDEWALK UTILITY f WITH 3'TRANSITION TO 62 LF NEW 36" N
- - - - XFX. OVERHEAD POVR_LIN CONFLICT DETAIL SHEET 11) o CONIC.ACCESS(TYP.) RCP CULVERT
9s9 E SI WALK CONFLICT DETAIL SHEET 11) NEW LIGHT POLE REGRADE EX.DITCH 0.0034 ft/ft '
z+az.ss, - up up _ - _ ---I LOCATION(TYP.)(SEE /\ AS SHOWN TO MATCH
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/ EX 24 PVC CULVERT \ --- 'r _- - aJBa _ \a�ez _ -- - --- --- __
- - - - - - - - - - �W V.IN(S) t4788.81 NEW METER PANEL(SEE - - - -- --_ -- -- NEW-SpI,3�pVC- - - ___ X..ppWER_POLE&HYHRANT- _
INV.OUT(N)-t478&0 ELECTRICAL PLANS) NEW 15'A-2000 PVC STORM DRAIN CONDO.- (SEE SIDEWALK -__--_- NEW- QU -- NEW 15"A-20
- - - - - - - 39 LF NEW 15"A-2000 PVC - - - - - CONFLCT DETAIL MEET 11) ---- NEW 15"A-2000 EROSION CON
- - - - - - - - - STORM DRAIN O 0.005 ft/ft - - - - PAD(6"MIN
_ RIPRAP
NOTE EX.STORM _
DRAIN MANHOLE NEW STORM _
- - - - NEW STORM
-EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO RIM=4793.07 DRAIN MANHOLE A -
THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER,GAS,STORM,
INV.OUT(N)=t4788.81 RIIV=N7(91.5078637 -BENCHMARK f1: N 52540W CAPPED"NMI"REBAR AT CENTER EAST Ne CORNER OF SECTION 9. NEW STORM -- -�-_ INV.-81.71- OUTFA R STRUL
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SEWER,TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO DRAIN MANHOLE B
E 1558209.57 NORT m m> INV.OUTS)=4
CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. j,0'f,l` INV.WT(N)-4786.37 RIM=4788.50 .5' m x >z ♦� N 9
ELEV.-4779.24 INV.IN(S)-4784.95 > 8� ; "Ty4E_
A fArOR SbrBP1Vjr lON N0. 340 jq�,
-ALL ONSITE UTILITY IMPROVEMENTS SHALL CONFORM TO THE UNIFORM PLUMBING CODE(UPC)AND ALL ADMINISTRATIVE RULES OF MONTANA 'OF/ -BENCHMARK PC YELLOW CAPPED INV.
REBAR AT NORTHEAST J{e CORNER OF SECTION 9. INV.OUT(N)=4784.95 sC _ yi IN BRANDON
MODIFICATIONS TO THE UPC. ' yz �� DAX SIMEK
AfINOR SIlB1JIhISlON N0. 340 N 526695.09 SCALE zoo m m REMO ?p No.13975PE
-ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 5TH EDITION,MARCH, E ELEV.= 8.6
2003,INCLUDING ALL ADDENDUMS,AND THE CITY OF BOZEMAN MODIFICATIONS TO MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS FIFTH ELEV.=4784.10 PLAN 1 = 30'
EDITION,DATED MARCH,2004 AND ANY ADDENDA THERETO. -DATUM=NAVO 88.SUBTRACT 19.45 FEET FROM BENCHMARK/1 OR p2 TO CONVERT TO COB DATUM. PROFILE FRO �i,��ONAL IptO�
-UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A -ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB's WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. HORIZ. 1" = 30'
LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION
LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK. VERT. 1 = 5'
-MEDIAN FINISH TREATMENT TO BE SEEDED,WITH IRRIGATION FOR AREAS WIDER THAN B FT. 30 15 0 .30 60
4810 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 1 11+00 4810
CONTRACTOR TO VERIFY LOCATION AND D TH OF EXISTING UTILITIES. "CONFORMS TO C NSTRUCTIO RECORD "
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PAD(6"MINUS - x ICI MODIFICATIONS 70 THE UPC. ELEV.-4764.10 13975PE a=t�
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TOP-4786.00 No. 340 -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK.
WATER LEVEL=4785.00 LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION
BOTTOM=4783.00 I LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. -MEDIAN FINISH TREATMENT TO BE SEEDED,WITH IRRIGATION FOR AREAS WIDER THAN 8 FT.
REQUIRED STORAGE-3038 CF II
STORAGE SHOWN=3543 CIF I
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OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUTAND AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A ATE: 4/22/09
7 LAND SURVEYOR LICENSED IN THE STALE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING PERFORMED.
EXPERIENCED IN CONSTRUCTION M 7/21/09
LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. REVISIONS:
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N 525400.38
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QUAR ASSURANCE:
SCALE
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VERT. 1 = 5' SXE: SEE SHEET
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-- - -4+00 48.84 0.00 75.73 0.00 125.95 0.00
n -3+50 67.51 5.04
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4780 a 4780 4780 4780 4776 4776 -3+00 80.21 5.07 136.77 9.36 370.46 14.03
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a
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a� 199.50 12.88 917.92 47.68
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0+00 132.68 0.00
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4788 4788 14+00 4784 4784 220.77 17.49 1943.36 105.86 �p DAX SIMEK %wC
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r - - -- - IIp No.13975PE
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-80 -60 -40 -20 0 20 40 60 160.92 7.83 4088.88 296.49
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10+50 7+50 79.50 7.87
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7+50 79.50 7.87
50
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8+50 94.53 3.17 165.95 6.63 4706.28 342.14
13+50 4784 ROW ROW 4784 9+50 94.53 3.17 180.74 6.35 4887.02 348.48
9+00 100.67 3.69 221.55 3.42 5108.57 351.90
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' r 293.18 0.77 5668.85 353.34 z
_ - - - - - 10+50 186.77 0.11 W
4780 _ -- - - 4780 11+00 161.90 0.00 304.32 0.10 5973.17 353.44
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50 177.30 0.00 320.56 0.00 6928.17 353.4-4 L� p
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m DATE 8/8/oe
4784 4784 REVISIONS: 2/24/09
m m 4/22/09
a s 4780 v v 4780 4778 v a 4778 5/27/09
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a APPROVED BY:
QUkR ASSURANCE:
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AfINOR SUBDIVISION No. 340
I NOTES A ORTH
1. All edge striping adjacent to raised median shall be placed at an offset of 2 feet from face of curb.
2. All signing and pavement markings shall comply with Manual on Uniform Traffic Control Devices (MUTCD) and City of 30 15 0 30 60
Bozeman standards.
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F (9'STRIPE/15'SPACE) �� y_ CAD. TJL
$•' B'WHITE STRIPE 1 s7A: 11+Da.x DATE: 2/23/09
STA: 9+28.91 zo•8+2>.79 + REVISIONS: 2/24/09
MHIiE TA g• -�
- - - - - )- -- - -- -- -- - - - - - - - - - - - - - - - - - - - / 5/27/09
8 YMIIESTRIPE /09. 7/21/09
APPROVED BY:
a - - - - - - - - - - - - - - - -- -- - - - - - - - - - -- -- - 6/16/09,
- - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- - - - - - - - - - - - -- QUAURYASSURANCE:
- - - - - - - - - - - - - - -- - - - - - - -
- �(30Ra=o)
gNOTES - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - -- - -- -
1. All edge striping adjacent to raised median shall be placed at an offset of 2 feet from face of curb. - - - - - - - - - - - - - - - - - -
2. All signing and pavement markings shall comply with Manual on Uniform Traffic Control Devices (MUTCD) and City of - - -
Bozeman standards. INSTALL mH(2) - -- - - - - - - - - _ _ _ _ ALE•
•COTTON WOOD_STRIPIN G
2)j'PosTs y _
LOT 2 I "CONFORMS TO CONSTRUCTION RECORDS" PROJECT NO.aoz_a7Goa a
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DATE e/e/0e
REVISIONS: 2/24/09
4/22/09, 5/27/09
`£
6/16/09, 7/21/09
APPROVED BY:
QUAIRY ASSURANCE:
NOTES
1. All edge striping adjacent to raised median shall be placed at an offset of 2 feet from face of curb.
2. All signing and pavement markings shall comply with Manual on Uniform Traffic Control Devices (MUTCD) and City of
Bozeman standards. "CONFORMS TO CONSTRUCTION RECORDS" Fl�C_TTONWOOD_STRIPING
PROJ"s
STREETS — SEPTEMBER, 2010 SHEET T1aOF0 12
7
4"5.4"(0.45')
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EX. tt.5' EX. 31' 16.5' 16' 25 6.5' S' 6' TYPE OF MAIL BOX AND /�� 3/4"TO PER 1'SLOPE •
BLVD DRIVING DRIVING
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0.5' Y 7 L
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0.5 EX.ASPHALT
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e STREET NAME I NOT TO SCALE DROP CURB FOR DRIVEWAYS DROP CURB FOR PEDESTRIAN RAMPS SPILL CURB
REGULATORY SIGN 11'f�
SIGN BLANKS I •MONTANA PUBLIC N KS STANDARD SPEgFlCATON9-STANDARD ORAWNG NO.02529-10(RENSED 12/27/,5)
MOUNTED BACK TO BLANK AS PER E I I
BACK ED POST MUTCD STANDARDS,
SIZE AS SPECIFIED 5' NOTES;
2'MIN. L ON PLANS 1. SUBGRADE OR BASE COURSE COMPACTION SHALL CONFORM TO SECTION 02230(MPW SPECS.,1996 ED.)
SEE SECTION 2. CONTRACTION JOINTS SHALL BE PLACED AT 10'INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF 3'i AND MINIMUM WIDTH OF 16".
09810 2.2 FOR 2' 3. V EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL P.C.%P.T.s,CURB RETURNS AND AT NOT MORE THAN 300'INTERVALS.THE
SIGN SIZES MIN. EXPANSION MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF THE CURB AND GUTTER.
4. NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE CITY ENGINEER OR HIS REPRESENTATIVE.
10' 5' 52"PERFORATE . COUSHED GRAVEL BASE SHALL NCRETE SHALL BE CLASS M-4000. 11 ��
SQUARE TUBE POST 7'MIN. 6 REPLACEMENT PROJECTS,WASHED ERO ROCK MAY°BIEEUSED FOR THE MENTS OF nG GRAVEL BASE.
ON 02235 PW SPECS.,2003 ED.)FOR CURB AND GUTTER
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2"PERFORATED SQUARE TUBE
POST(14 GAUGE) L PROPERTY LINE BACK OF R
0
VARIES I CURB
a
° FASTEN POST TO SLEEVE WITH N."CORNER BOLT R=15'
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_____________________a___a_X______a_______________
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5 5 `a
ALL SLEEVES AND SIGN INSERT SIGN POST 18'INTO SLEEVE 5'0o SIDEWALK°� Of
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POSTS SHALL BE INSTALLED LANDING n 1P a _ a (�
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to
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9.SIGN POST FOUNDATION DETAIL \ _o w Q
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NOT TO SCALE 6"THICK -N ~ J
•qtt OF 802EMPN SUN—ON—NO.1(RUG.1994)(RENEED 8/2002) I CONCRETE SURFACE W 5; I_
5' RAMPS TO BE CONSTRUCTED WITH DETECTABLE O U U m
- WARNING SURFACES COMPLYING WITH ADAAG, EXPANSION FLOW LINE Q N Z
COVERING THE ENTIRE WIDTH AND DEPTH OF THE RAMPS. JOINT U.I
ONE CORNER OF THE DETECTABLE WARNING MUST BE Z Z= Q W
WITHIN 8"OF GUTTER FLOW LINE; NO OTHER POINT STORM DRAIN INLET Q U
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i 5• MAY BE MORE THAN 5'FROM THE FLOW LINE. I- W< O N
NOTE: PUBLICLY-MAINTAINED •` W Z m
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CROSSWALK CL TRANSITION TO NORMAL SIDEWALK TOP Of CURB I O 5
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AMOR SUBDIVISION No. 340
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2'MIN. L ON PLANS 1. SUBGRADE OR BASE COURSE COMPACTION SHALL CONFORM TO SECTION 02230(MPW SPECS.,1996 ED.)
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SIGN SIZES MIN. EXPANSION MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF THE CURB AND GUTTER.
4. NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE CITY ENGINEER OR HIS REPRESENTATIVE.
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....................... ..................... ...................... .....................
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.......... .......... .......... ..........
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4 4BOTTOM OF REVISIONS: 2/24/09
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SEE SHEET
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"CONFORMS TO CONSTRUCTION RECORDS" ALE:gOTTONWOOD-DETAILS
DETENTION POND OUTLET STRUCTURE DETAIL UTILITIES — JULY, 2011 PROJECT NO.Poz_o-4_0
NOT TO SCALE
STREETS — SEPTEMBER, 2010 SHEET 14 OF 14