HomeMy WebLinkAboutTown and Country Campus Square CONSTRUCTION PLANS FOR: w w"w STAHLY
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I ITH AVENUE _ ; _SOUTH �w
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PROJECT -- Q O v
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CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA j W
APEi Z
(CITY OF BOZEMAN SITE PLAN #Z-08237) - "" C
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LEGEND m
EXISTING PROPOSED 5971S � Z
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WATER LINE W W E Ln N P
- VICINITY MAPo
WATER VALVE NOT TO SCALE } r In
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yy
FIRE HYDRANT � T o�
y 'naEia`I°w
LIMITS OF IMPROVEMENTS SANITARY SEWER LINE SS Q 60 o
N THIS PLAN SET.
INCLUDED I r m
SANITARY SEWER MANHOLE
UNDERGROUND ELECTRIC UGE SHEET INDEX
W.LINCOLN ST. UNDERGROUND COMMUNICATION —COMMr TITLE SHEET —C4.0 o.g a
` COMMUNICATION PEDESTAL O RIGHT TURN LANE LAYOUT_ C4.1
C LIGHT POLE RIGHT TURN LANE DETAILS_ C4.2 J
/ POWER POLE STRIPING AND SIGNAGE - -_C4.3 0 3
— a
SIGN
N O C
CONTOURS(1 FT. INTERVALS) cn m O
W
r- --- - ------ 7.0% E 7.0% o m
> SLOPE (FG)
SPOT ELEVATIONS(FG) N/A %b��. GENERAL NOTES o o o
1 THE PROJECT FALLS UNDER THE JURISDICTION OF MONTANA W I I
. ter !� N T
CONCRETE DEPARTMENT OF TRANSPORTATION (MDT) AND THE CITY OF BOZEMAN N n N
o ASPHALT PAVEMENT (COB). MDT STANDARD SPECIFICATIONS 2006 EDITION AND MOST
I RECENT MODIFICATIONS APPLY. MONTANA PUBLIC WORKS STANDARD z°
REFER TOWN AND COUNTRY CAMPUS CONCRETE SPILL CURB N/A MENCECEN� SPECIFICATIONS (MPWSS) AND COB MODIFICATIONS TO MPWSS, MOST
SQUARE ON-SITE IMPROVEMENT CONCRETE DROP CURB N/A RECENT EDITIONS, ALSO APPLY. WHERE CONFLICTING
PLANS AND SPECIFICATIONS FOR THIS AREA.
SPECIFICATIONS ARE ENCOUNTERED. THE ENGINEER WILL DETERMINE
_-
`--- ---------- CONCRETE CURB AND GUTTER PRIMACY. IN GENERAL THE MOST STRINGENT SPECIFICATION WILL BE
( ROOF DRAIN R/D — _ USED.
SILT FENCE N/A 2. NOTIFY ENGINEER OF ANY DISCREPANCIES WITH THE PLANS AND
THE ENGINEER WILL PROVIDE A REPRESENTATIVE FOR FIELD
WOOD FENCE VERIFICATION. THE ENGINEER CAN BE REACHED AT:
CHAIN LINK FENCE —O—O—O— STAHLY ENGINEERING & ASSOCIATES INC.
REFER TO SOUTH 11TH AVENUE AND BARBED WIRE FENCE X X (— BOBS AN,SHE MT.
DRIVE
KAGY BOULEVARD INTERSECTION SIGNAL PHONE (4 MT. 22-9 W
CENTERLINE OF ROAD PHONE (406) 522-9526 �
I I IMPROVEMENTS FAX (406) 522-9528 < z
I I NATURAL GAS LINE G �
3. PROJECT BENCHMARK IS THE NW FLANGE BOLT OF THE FIRE
CABLE TV PEDESTAL ® HYDRANT LOCATED ON THE SOUTHWEST CORNER OF THE Q N
I I SANITARY SEWER CLEANOUT �1 INTERSECTION OF 11TH AND KAGY BLVD. ASSUMED 0 06
ELEV-4936.34, SUBTRACT AVE,22.21 FOR CITY OF BOZEMAN DATUM. d U
r----------J -- SANITARY SEWER MANHOLE ® Z
W.KAGY BLVD. 4. BASIS OF BEARINGS IS TRANSVERSE MERCATOR PROJECTION AT Q a
- GROUND LEVEL WITH CENTRAL MERIDIAN THROUGH THIS SITE. cr
STORM DRAINAGE MANHOLE ® U
u �
r _ - CATCH BASIN o 5. THE LOCATIONS OF UNDERGROUND UTILITIES ARE SHOWN BASED e W Lp Q
- - - �I ---J ON MARKS PLACED BY ONE-CALL UTILITY LOCATERS AND BY F, Z
N L--- ------� r------- CONTROL POINT 0 CONSTRUCTION AND/OR RECORD DRAWINGS, EXCEPT AS INDICATED Z W Z F_
I I ABBREVIATIONS I BELOW.
I GUY WIRE w o GB GRADE BREAK Q� �Z
I I I FG = FINISH GRADE WELL ® 6. CONTRACTOR RESPONSIBLE FOR A TRAFFIC CONTROL PLAN AND = Z
SUBMITTAL TO MDT AND COB. EXISTING INTERSECTION CONTROL = 0Cr
sI I FF FINISH FLOOR APPROXIMATE RIGHT-OF-WAY - - SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. C/J ZQ Q
r I I BC- BACK OF CURB =
I lr I TBC - TOP BACK OF CURB STORM DRAIN SD 7. CONTRACTOR RESPONSIBLE FOR COORDINATING CONSTRUCTION WLLI
o I I I FL- FLOW LINE WITH OTHER TRADES. _j 3 7 1: N
AC = ASPHALTIC CONCRETE OVERHEAD UTILITY OHE U O - O
o I C&G= CURB AND GUTTER DISIDUOUS TREE(6-DBH OR GREATER) • ~ ~U Q m
_ S/W= SIDEWALK
+1 FW- FACE OF WALL EVERGREEN TREE(6-DBH OR GREATER) 12 01 N Tq�J CDP
a PC - POINT OF CURVATURE DESIGNED
PT = POINT OF TANGENCY MONUMENT DRAWN APD/BAR
RT = RIGHT(STATION OFFSETS ELECTRIC MANHOLE ® �,• I.ORDELI D. RPW
POOL CHECKED
IS LT - LEFT(STATION OFFSETS) ,�••No.11645PE :Lc DATE 3-25-09
KEY MAP BENCHMARK �'/ /,
S�.ENSE.4G�
SCALE: 1 "=200 PAVEMENT MARKINGS & SCNALE SHEET
RECORD DRAWING C4.0
F' k\isE A'yC
�- STAH LY
0 5 10 2L; Gn 19f0 `.
9ff4C1NTES�
SCALE IN FEET
L1J
L1I STA 0+55.39, 20.14RT
- r 4907.89. EX THC w
cl) I 6°;IRRIGATION UINE - RELOCATE ZONE
Z VALVES IF WITHIN W SIDEWALK
J I CONTACT MSU FOR R _ V c a m
C ^N o
CONFORM TO \ SPADE AND REPLANT EXISTING NEW "RIGHT OF ENTRY" FROM
O �\ EXIST. WALK TREE AT CENTER OF M.S.U. V BEHIND NEW SIDEWALK RELOCATE DIRECT BURIED LIGHT SPADE AND REPLANT O �
Z I N INSTALL 260 SF3 CONFORM TO BOULEVARD. REPLANT TREE STANDARD AND UGE CABLE EXISTING TREE AT (n ` U "..
NEW 6" CONCRETE OUTSIDE OF STREET VISION SPADE AND REPLANT CENTER OF BOULEVARD O oc
J EXIST. WALK TRIANGLE. EXISTING WE AT Q ')2
l NDING AND RAMPS BOULEVARD PARKING 1)
$ PARKING CENTER OF ULEVARD PARKING 06 C N r)m
S S \ NOC RAMPS __ I - -_. .. 5)O
-- --- - - --- -- -- C
I - ------------- NE TION Z w_ N
YI
908.31 - N o¢j % in INSTALL 196LFt NEW 6' WD SID�WAL STA 20+06 _ CONFORM TO ir
\ N31 0.8243, P9068.c3 LL8�M1N'� __ EMOVE 1645 SFt EXIST- WALK W C
- \ \ STA 19 06.90, K a g1II INSTALL 237LF+ N W _ _ _ OF E%IST. SIDEWALK-_-__ _ w �
\\\ 30.82LT, N �y CONCRETE CURB/ TTER BOULEVARD _
4907.90, P "iBC *--r�+mllllll Itt __.. —_ - - --_ -
- -- 3' _ ��
- - - - C7
OX 4 E - - - O o rn H b
. > coC TE. pNE L A E R IN N24E - - _-- 6• BOULEVARD - W a s rn
STREET VISION \ _. .. -- - - -- - ; _L A A DOE P R W
S
ANGLE E- 1 �M I.• N -- v,`. •�� .-� ' INSTALL 43 SF3 NEWENT. ',oht _ -
IRRIGATION LINE C b5
\� \� iN
BELOW-.COMM UNE N o Cv
- -
APPROK 36" DEEP - -- - - -- - - - - -- - -- - - -- -- \`i - _ -- E tIn
o�
00
In 0
-- STA 21+04.00. 18.45L1
4905.37. EX TBC
40' m o$ o 0
U U U
20i'.: 21+00 �
18+50 1
19+q A R W — _ _ — — —�--- — — — j 0
SAWCUT EXIST. PAVEMENT]2' FROM EXIST. a a Z Z
18+62.27ZL S. 11th AVENUE EDGE, REMOVE 500SF3 (A1 MENT AND O
25OLFt CONCRETE CURB ITER a In
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NO DEMOLITION/CONSTRUCTION LIMITS AND QUANTITIES SHOWN j W Z Z
i HEREON ARE APPROXIMATE AND SHALL BE VERIFIED BY THE Z O Q O
CONTRACTOR PRIOR TO CONSTRUCTION. U_ Z 2
SCC
2. RAMP DETAILS SHOWN SEPARATELY. F-- Z Z
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it do ~ Q � ~
3. SIGNAGE STRIPING SHOWN SEPARATELY. Z = H
f- W
10 4. PAVEMENT SECTION DETAILS SHOWN SEPARATELY. 0 30 O 9 O
� F- U ¢ CO
2 5. RELOCATE ANY UNDERGROUND SPRINKLER LINES AND
h
c ADJUST SYSTEM FOR NEW BOULEVARO LAYOUT. �•..v
CORDELL0.'. DESIGNED CDP —
' POOL DRAWN BAR
v,No.11645P�E.��� CHECKED RPW
0`cSE1.5 � DATE -13-09
CNAI
SHEET
RECORD DRAWING C4. 1
\:��A/yc
STAHLY
3' OF BITUMINOUS PLANT MIX SURFACING G�ppp p1970iC
\ 1�TYPICAL"MIT,_ DO NOT CROSS / PG 58-28, GRADE D AGGREGATE. 9y1JOL�R1LY`�
11 APPLY TACK COAT 6" OF 1" CRUSHED TOP SURFACING L Rlb
— — PRIOR TO PAVING TYPICAL CURB TYPE A, 3" MIN UNDER CURB.
SAWCUT PA VEMENT U)
—SLOPE 2%(TYP) APPLY TACK COAT
PRIOR TO PAVING Lu < M
TYPICAL CONNECTION TO MIN. Q u m 9
BOULEVARD SIDEWALK-MATCH PROTECT EXISTING o O1
EXISTING WIDTH AND GRADE '�ROAD BASE DURING U cam'. I `
CONSTRUCTION O ~a e o
v� a�
(� x i
o�I w
RAMP MAX SLOPE- RAMP MAX SLOPE �15' OF 6" MINUS SELECT SUB-BASE C 1Ln 1))_
e FLARED SIDES 1 1:12 MAX SLOPE 1:10 COURSE, (PIT RUN) ad 'a w
'r 0 COMPACTED SUBGRADE Z W 0
° ° ° 0 TYPICAL PAVEMENT SECTION c j
°00°000 0 0 ° 0000 N.r.s. W .�
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0 00 00000 00 0 0 ° v
00 00°O NOTES (rJ Q°°N
_ 1. SUBGRADE TO BE CONSTRUCTED IN COMPLIANCE WITH MDT SECTION 203. AND Z r-O N®
MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION 02230. Ill CL E In H rn
EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING. o N o
2. SUB-BASE COURSE TO BE CONSTRUCTED IN COMPLIANCE WITH MDT SECTION
n 301, AND MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION J c C o 0
02234. EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING. 6" MINUS MATERIAL = N° 0••m
(� IS ALLOWED. Q U)N
00
3. CRUSHED TOP SURFACING TO BE CONSTRUCTED IN COMPLIANCE WITH MDT r 0
TYPICAL RAMP LAYOUT SECTION 301. AND MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, (n
SECTION 02235, EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING.
I'INDIVIDUAL RAMP
4. BITUMINOUS PLANT MIX SURFACING TO BE CONSTRUCTED IN COMPLIANCE WITH o g o
MDT SECTION 401, AND MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, ° °
SECTION 02510, EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING.
TOP OF CURB TOP OF CURB - o E9
FLARED SIDE RAMP FLARED SIDE VARIES FLARED SIDE RAMP FLARED SIDE r a 3
a
1.10 MAX TYP. o
W U N O
K
U 0 m°
LAYDOWN CURB LAYDOWN CURB y.a'
FLOW LINE TOP OF CURB 44•
0 0 0
SECTION B-B Y-
Q N N 1
NOTE: DIMENSIONS ARE AT
BACK OF CURB
N M
L�>' ' a'
m A
LANDING RAMP TRUNCATED DOMES
FLOW LINE �9. -•.Aa - �1
�o 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
CRUSHED�,� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
SLOPE = Y:X Yr— BASE—3'MIN. 0O00O00000ODO 0O 0ODO0Op00000 p00Op
WHERE X IS LEVEL PLANE X
SUB-BASE COURSE
SECTION C-C LAYDOWN CURB (SEE AS REOLF" w
DETAIL DWG. No. 609-05) C0
8 N COMPACTED sUBGRAOE Q Q
Z) Z
U) 0
J 0
PROJECT SPECIFIC RAMP CONSTRUCTION NOTES a�• y ,y
1. TO BE CONSTRUCTED IN COMPLIANCE WITH MDT SECTION 608 AND 609, AND MPWSS .- `'"p1E ,� °PE H a_ 0
AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS. SECTION 02529. STANDARD a�l l L,—�1 � r"'�a W 2 Z
DRAWINGS PERTAINING TO THESE SECTIONS APPLY, EXCEPT WHERE SPECIFIED ON THIS f_ o Q a_
DETAIL DRAWING. J U
W
DROP CURB FOR DRNEWAYS DROP CURB FOR PEDESTRIAN RAMPS SPILL CURB
2. MINIMUM RAMP WIDTH "W" SHALL BE 4'. Q Cc LU Tn Q
cc
3. SIDEWALK OR LANDING CROSS-SLOPES SHALL NOT EXCEED 2%. J Z'Z W Q
LU Z f-
4. DETECTABLE WARNING SURFACE COMPLYING WITH ADA SHALL COVER THE ENTIRE NOTfc. Z
I. s„ez.m.°•°°.•cw...°om°°d .nmlro.m I.•.cw°ozz3o(M.F.w.sv«•..6 aJ Z 0 Q J U
i WIDTH OF THE LOWER 2 FEET OF EACH RAMP. SEE MDT DETAILED DRAWING 608-40
FOR TRUNCATED DOMES DETAIL. '. �,'�"° a:�"Ir n n.,n..aarn�°KKr,.f„n°a.mn.,ins°o.e%a y 1 °°' I—xo•ma..<a. Tn. D Z F c Z
5. RAMP AND CURB CAN BE POURED MONOLITHICALLY. .,,emwn•,+nml°•q°c I,m•aq Ems°•..a,nq Q 2
Q
a c.rcm•.nml w n°.,u-woo. F
ozzw PM SPECS(M .zoa•a.) F°.Ewa ma Z z = N
r 6. RAMP AND LANDING THICKNESS TO BE 6". SIDEWALK THICKNESS TO BE 4". °"""°'°" P`°°" '°°'°a °" ° a' ieO I°``M°'" O O 0 O
Cc EC I-U) 0: m
7. CONCRETE TO BE M-4000(MPWSS). REINFORCE CONCRETE IN RAMPS WITH
z FIBERMESH AT A RATE OF 1-1/2 LBS. PER C.Y. OR WITH 6"x6"x10 GAUGE MARE MESH. pNTgy
CITY OF BOZEMAN SCALE: INTEGRAL CONCRETE N0. 02528-1
STANDARD DRAWING CURB & GUTTER Revised ..GORDF DESIGNED CDP
- Mar. 2006 PDOIL D, DRAWN BAR
RAMP DETAIL NOTE: v",NC.11645PE CHECKED RPW
1. CURB TO BE CONSTRUCTED IN COMPLIANCE WITH �'I���J'�' DATE 3-25-09
N.T.s. MDT SECTION 609. AND MPWSS AND CITY OF BOZEMAN
MODIFICATIONS TO MPWSS. SECTION 02528. COB S/C'.. E�
DETAIL SHOWN HERE FOR REFERENCE. SHEET
RECORD DRAWING C4.2
11TH 8 KAGY 11TH AVENUE —�i\— `` IST�A�y�,
INTERSECTION STA.8+50 RESTRIPING �0 STA LY
PROJECT REPLACEPROJECT REPLACE REPLACE REPLACE. 0 15 30 60
SIGN SHOWN FOR REMOVE
REFERENCE ONLY, ��_"r� .i �EX SIGN KIM
�` 1970
NOT IN THIS PROJECT ll____....____ I � (ON UTIL SCALE IN FEET 9ffO�.��,��5�`
POLE) II
1
NEW WHI L I «
��` PAVEMENT MARKINGS TYP. Q w
—n RM--&.44WAVEN 'lam- 7+r°o i__y a+oo - + �- - -—-- 4+ Q C U) m 8
1
60
*�70 w
5C REMOVE EXISTING TURNPAY AL15�"Wr,
O 1O Y o
Am 7
VJ
-__ — — - '.Yi a) 0 a 4
1 7 v
C N7
SIGN SHOWN FOR � S 0
REFERENCE ONLY, J � W VPAINT ALL CURB ® �R O
NOT IN THIS PROJECT REPLACE YELLOW, LINCOLN TO REPLACE REPLACE Z N
REPLACE KAGY (TYP BOTH SIDES) REPLACE
NOTE: S. 11th AVENUE W c :3
EXISTING PARKING CONTROL SIGNS NOT SHOWN SHALL BE STA. 8+50- 13+60 REMOVE AND INSTALL NEW PAINT NEW ui - �
REMOVED - CONTRACTOR TO VERIFY WITH ENGINEER PRIOR PLASTIC STOP BAR AND RESET REUSE CURB YELLOW
TO REMOVAL. NEW USE CROSSWALK. � � � tK�F+ �E REUSE II IVc USE AS IS L,�E V- Z UI� a
$ . REUSE 00
MOUNT ON AS IS N y ®® ��
REPLACE LIGHT POLE NAB $ E� ® $ �� MCI
W 0 0,
NEW REPLACE SIGN FACE REPLACE REPLACE
REMOVE z� �l F� $ dOlS r a
PAINT AlL CURB t -- �_��- -O Inp
YELLOW, LINCOLN TO � $ '3� EX SIGN 3 5� N?sq J v X
L C�o�
KAGY (TYP, BOTH SIDES) N O �<
ExTFN PLASTIC STOP BAR
000 H i Imo°W
L0 O
rm
100 DOUBLE YELLOW 100' DOUBLE YCI IOW ? o f IQ+f
S.11th AVENUE PAINTED LANE LMIQ- PLASTIC LANE LINE O
TT'40(1 1 4 -as 20 0 - 71+00 N_- l'1+ r p 9: p
1 r -- - �- -- - --- - - -- ---�--- -- - IOO-*4T�PLA-STIC_CANE-VINE -- - +- to+etYT o LL 100 DO LE YELLOW PLASTIC NEW WHITE PLASTIC J ' p
REMOVE EXISTING STRIPING / - —I N _ J N REMOVE A INSTATE NEW PLASTIC PAVEMENT MARKINGS (TYP.) / O N > to
] 'J CL T AR ANO CROSSWALK -- -__ - --- —
aw z
--- ---- --- - - o K a a
W U N O p
\ 9 UI 0 p U
Ln
4� �`hA f'4S o® rF^" USE AS IS USE AS IS USE AS IS USE AS IS N
USE AS IS NEW NEW REPLAGF AS ES STOP P o o
NEW NEW
POLE MOUNT ON MOUNT ON 4" g N
ON LIGHT N
LIGHT POLE LIGHT POLE S. 11th AVENUE USE
AS IS
I 6'- b, 6• I
STA. 13+60-21+50 =
20' f
o 1 4
BEGIN BIKE 4" WHITE CROSS- 17 THRU TRAFFIC I LEFT TURN LANE T BICYCLE LANE IT RIGHT TURN LANE
LANE PAINT WALK �..D'FN
POOL
4"SOLID v;YELLOWPLASTIC 4"SOLID 4"SOLIDRI)
WHITE PLASTIC '�4"GAP WHITE PVISTIC FNEW WHITE PLASTIC CURB & SD YELLOWPI ASTIC
PAVEMENT MARKINGS GUTTER CURB PAINTED 0.5'
(CENTERED IN LANE) I'TOTAL YELLOW LU
UJ C7
TYPICAL BIKE LANE MARKING DETAIL PAVEMENT
WHITE PLASTIC
' NEW Z a cc a
PAVEMENT MARKING`. Z
N KTS (CENTERED IN LANE! cy
CL
Go
SIGNING DEFINITIONS: Tto
n
SIGNING NOTES: STRIPING DETAIL FOR S. 11th AVE. Lu a°
If 1. SIGNS TO BE INSTALLED IN COMPLIANCE WITH CITY OF 1. NEW - SIGNS DESIGNATED "NEW" ARE TO BE FURNISHED AT NEW RIGHT TURN LANE Q ?
tx BOZEMAN MODIFICATIONS TO MPWSS, SECTION 09810. NEW AND ERECTED ON NEW SUPPORTS AT THE SPECIFIED
LOCATIONS. STOP STA. 19+05-STA.20+07 Z ¢ o
2. SALVAGE ALL SIGNS THAT ARE TO BE REMOVED BY (LOOKING SOUTH) 0 }
DELIVERING TO THE CITY SHOPS AT 814 NORTH BOZEMAN 2. REUSE - SIGNS DESIGNATED "REUSE" ARE TO BE w
o AVENUE. REMOVED FROM THE EXISTING SUPPORTS AND REMOUNTED
r ON A NEW SUPPORTS AT THE SPECIFIED LOCATIONS. TYPICAL TURN LANE MARKING DETAIL z Z QW a
3. SIGN POSTS TO BE PLACED 3 FEET BEHIND CURB OR 6 "'S Q O Q J O
b INCHES BEHIND CURBWALK. 3. REPLACE - SIGNS DESIGNATED "REPLACE" ARE TO BE
EXISTING STRIPING NOTES: REMOVED AND REPLACED WITH THE SPECIFIED NEW SIGNS, SIGNAGE KEY
' INCLUDING NEW SUPPORTS, AT THE EXISTING OR SPECIFIED - - R3-9b, 24"W x 36"H 44'BACK OF CURB TO BACK OF CURB 00
EXISTING STOP BARS, CROSS WALK LINES, WORDS, NEW LOCATIONS. ND I R3-9C"BEGIN' Z
SYMBOLS AND 8" LANE LINES ARE INLAID HOT-EXTRUDED R7-1 EXISTING (AS SHOWN) Z Q i ~ 2
=� HYDROCARBON THERMOPLASTIC. ALL OTHER MARKINGS 5'BICYCLE LANE 11'DRMNG LANE 11'CENTER TURN LANE 11'DRIVM4G LANE 5'BICYCLE LANE
ARE PAINT 4. REPLACE SIGN FACE - SIGNS DESIGNATED "REPLACE SIGN R3-9D'END' � Z � = W
FACE" ARE TO BE REMOVED FROM THE SUPPORTS AND Q R7-201 EXISTING (AS SHOWN) 4-SOLID 4"SOUD CC 3 b N
STRIPING NOTES' REPLACED WITH THE SPECIFIED NEW SIGNS USING THE YELLOW PAINT YELLOW PAINT ."SOUD O O O
EXISTING SUPPORTS. ® STREET NAME PLACARD R3-17 30"W x 24"H WITH 4'SOLID WHITE PAINT TFn N 0) IY m
1. PAINTING AND STRIPING TO BE CONSTRUCTED IN � R3-17b PLACARD WHITE PAINT 4'GAP I 4"GAP
COMPLIANCE WITH MONTANA DEPT. OF TRANSPORTATION 5. USE AS IS - SIGNS DESIGNATED "USE AS IS" ARE TO BE (AS SHOWN) PAIN I 4"DASHED 4"DASHED CURB
(MDT) SPECIFICATIONS SECTION 620. ALL NEW PAVEMENT LEFT IN PLACE. STOP R1-1 EXISTING NO 0,5' PAINTED YELLOW PAINT YELLOW PAINT PAINTED o.s
MARKINGS LABELED AS PAINT WILL BE EPDXY. R7-1, 12"W x 18"H BELOW YELLOW 1'TOTAL 1'TOTAL— YELLOW UESIGNEO CDP
6. RESET - SIGNS DESIGNATED "RESET" ARE TO BE ® (ROTATED 45') _ BRAWN APD�BAR
REMOVED AND RESET AT THE SPECIFIED LOCATIONS USING 4-MA R7-3 EXISTING - _
2. PAVEMENT MARKING TO BE CONSTRUCTED IN COMPLIANCE CHECKED RPW
THE EXISTING SIGN FACES AND SUPPORTS. EEo �' � DATE 3-25-09
WITH MDT SPECIFICATIONS SECTION 620. ALL NEW PAVEMENT W3-1A EXISTING u_ R2-1, 24"W x 30"H
MARKINGS LABELED AS PLASTIC WILL BE INLAID 7. REMOVE - SIGNS DESIGNATED "REMOVE" ARE TO BE 2S
HOT-EXTRUDED HYDROCARBON THERMOPLASTIC. REMOVED, INCLUDING THE SIGN OR SIGN ASSEMBLY AND4> STRIPING DETAIL FOR S. 11th AVE.
. °fO1M STA.8+50-STA. 16+30 SHEET
SIGN SUPPORTS
3. REMOVE EXISTING PAVEMENT STRIPING AND MARKINGS AS ® R3-8c, 30"H M� R4-4, 36"W x 30"M RECORD DRAWING CZ3
SHOWN. PATCH ASPHALT PAVEMENT AS REWIRED AFTER
REMOVAL.