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*.. A,
4'TRENCH WIDTH MINIMUM DATE 05A 2T :s GAMRADT {_
ASPHALT RESTORATION ZONE APP D KELLEN M. 'a
4
EXISTING ASPHALT
SURFACE& BASE
PROJECT#ENGINFE7 ,�, No.40758PE �\
,'f:'•t COURSE TO REMAIN PLANT MIX ASPHALT
ZEMAN"
PROVIDE 2"OF '�
SAND BEDDING OR ••, ''. . SURFACE COURSE O BrO
3D MINUS HIGH DENSITY INSULATION BOARD t•• B C Orate'
CRUSHED ROCK Y+,X
(SttROFOAM BRAND HIGH LOAD 60 ABOVE AN BELOW DRAWN BY: KMC
OR APPROVED EQUAQ. 'f',,' �
INSULATION BOARD
PROVIDE 2"THICK INSULATION CHECKED BY:
BOARD IF DEPTH OF COVER IS 6.5' p °,•f.
TO 5',AND 4"THICK INSULATION B REDUCER
p =1 I- -III- III- - - - -
BOARD IF DEPTH OF COVER IS `t �K REDUCER _III DATEAPPR:1E23 23
LESS THAN 5'. J
MIN. CUT-BACK III 1} MINUS CRUSHED
ASPHALT ONLY _ AGGREGATE BASE COURSE
UNDIBTURBm EARTH TO LIMITS SHOWN
ON PLANS
6"MIN. TYPE ••q•• III VARI VBUE III TO MINIMUM R 12" MAXIMUM
TRENCH BACKFILL BASE COURSE
WATERLINE •K'•' III 4 6; = STORM/SANITARY/WATER PIPE z
II
TYPE 1 PIPE BEDDING � z
D
E;
TEE TEE (Plugged) BEND 111111II 111=III=111=1T'I
PIPE INSULATION DETAIL NTS STANDARD DIMENSIONS FOR THRUST BLOCKING
Rrmw rm PLUOB Beam 4B°am A wiffs 22 1 BEVi D z°
VMS A B A B A B A e 1. TRENCH RESTORATION SHALL BE AS FOLLOWS FOR WATER, SEWER AND STORM DRAIN
INSTALLED OUTSIDE THE LIMITS OF SOUTH CHURCH AVENUE: r>
4' 1'-Y 1'-2' 1'-0' 11-0' i'-B' 0'-10, 1'-P 0'-0' o
1' 11* Y-D' 2'-2' 1'-10, 1'-T 1'-a' 0'-10' TYPE A TRENCH BACKFILL TO TOP OF SUBGRADE ,z c��t
PROVIDE TEMPORARY PATCH WIDTH AS 9• THICKNESS 3-INCH MINUS PITRUN SUB-BASE COURSE
WITH B' 2'-B' 2'-B' 1-2' 31-0' 2'-B' 2'-Y 1'-2' 1'-6' 6"THICKNESS 1.5-INCH MINUS ROAD BASE COURSE
P A T L 10, 3'-4' 3'-3' 4'-0' 3'-10' 3'-0' 2'-8' 2'-2' 1'-11 4"THICKNESS (2 LIFTS) TYPE B HOT MIX ASPHALT SURFACE COURSE (BID ITEM #116)
A 12' 4'-0' 3'-10' 4'-B' 4'-B' 3'11` 9-J' 2'-T 2'�!' 2. PLOWABLE FILL(TO BE INSTALLED UNDER PAVED SURFACES ON S CHURCH AVE) N z -� '� �
14' B'-B' J'-10' B'-B' 4'41' 4'-B' 3'-B' 3'-B' 2' 11- Z.
CUT THROUGH A PLOWABLE FILL WHERE SPECIFIED, SHALL BE POURED TO WITHIN FOUR (4) INCHES OF �y��y••••�� E- O
PAVEMENT TO -gyp /_J ASPHALT SURFACING AND ALLOWED TO SET FOR A MINIMUM OF FOUR (4) HOURS PRIOR TO
\ W a Pa rn
PROVIDE A XISTING PAVEMENT METRIC DIMENSIONS FOR MRUST BLOCKING PLACING ASPHALT SURFACING
MINIMUM DEPTH
a o
OF 6' OF COVER O O O mm k P.
M"MPLU9.4 8ewo 4B I&IYfE3 2p i 8 B IF THE ASPHALT SURFACING IS NOT PLACED THE SAME DAY, SLURRY SHALL BE POURED G C
OVER WATERLINE O O O O O O szes A B A B A B A B TO THE TOP OF THE ASPHALT SURFACING, AND A MINIMUM OF FOUR (4) HOURS CURING TIME O z I z p
PRIOR TO PERMITTING TRAFFIC ON THE SLURRY: PRIOR TO PLACING THE ASPHALT SURFACING, p m
O O loom O.Bm 0.4m 0.Bm 0.Bm 0.Bm A:hn 0.Bm 0.2n 4" OF SLURRY MIX SHALL BE REMOVED, AND THE EXISTING PAVEMENT SQUARE CUT TO A W > �51
MINIMUM OF ONE (1) FOOT BEYOND THE TRENCH LINE. W
lam 0.Bm 0.Bm 0.7m 0.7m 0.Bm aft0.Bm 0.3m E_ z o z m
BASE 20- 0.8m 0.8m imam 0.Am Alm 0.Bm 0.Bm 0.3m A. ASPHALT EDGES SHALL BE TREATED WITH A TACK COAT PRIOR TO PLACING THE PERMANENT I--1 i7
ASPHALT PATCH. U m W N
2BOfn 1.Qn IOm 1.2m 1.2n Dan 0.3n 0.7m 0.Gr1
0
0
30om 1.2m 1.2n 1.4m 1.fm 1AM 1.QW 0.Bm 0.h11 B. A MINIMUM OF FOUR (4) INCHES OF HOT ASPHALT(2 LIFTS) SHALL HE USED FOR W N
UPON COMPLETION OF WORK, REMOVE TEMPORARY LINE THE PERMANENT ASPHALT PATCH. COLD MIX ASPHALT MAY BE USED AS A TEMPORARY PATCH
AND RESTORE PAVEMENT CUT WITH ASPHALT PLANT MIX 3BGTn II 1.2m zam 1.&. 1 1.4m 1.am I.Qn 0.hn UNTIL HOT MIX ASPHALT IS AVAILABLE. x" z
TO MATCH EXISTING PAVEMENT THICKNESS,ON TOP OF x
PLOWABLE FILL BACKFILL.
1. BLES�Aq%�)BA ON 1 1030 MAIN PRESSAW 2IIRM ALL RTIPM NTH POLYETHY EIM
SOIL.SEARM LENSED:12 7 9 1
S
TEMPORARY WATERLINE BELOW GRADE STREET CROSSING DETAIL MONTANA PUBLIC WORKS SCALE: THRUST BLOCKING S�NBARD DRAWING t * VNP
NTS STANDARD SPECIFICATIONS NONE FOR WATER MAIN FITTINGS No.ozsso-� DETAIL - TRENCH & ASPHALT SURFACE RESTORATION
NTS LET �I fn
00 C
wo li�i
�LjO* ONy
F AT BLADE
STREET NAME REGULATORY SIGN BLANK AS PER
SIGN BLANKS MUTCD STANDARDS,SIZE AS
MOUNTED BACK TO SEE SECTION SPECIFIED ON PLANS
BACK ON POST 09810 2.2 FOR
SIGN SIZES
GO O
2'MIN.-
C7
2' < 7J
MIN.
CD
10' PREFD 1UA ORME d N
SQRE TUBE POST
7J
(TELSPAR OR CROSSWALK��
APPROVED EQUAL) MIN. z
a
0 z
• ZO 0 E 6'MINIMUM WIDTH F
D z C/]
ATTACH SIGNS TO POST WITH 3/8" DRIVE RIVETS (MIN. 2 PER STREET m Iri O I-a
SIGN) 9'TYP. MARKER 2%MAX SLOPE
STREET MARKER SIGN REGULATORY SIGN SIGN a rTl ¢ E-
2"PREFORATED SQUARE TUBE W N Q
o /POST(14 GAUGE) COMPACTED SUBGRADE f u O
FASTEN POST TO SLEEVE WITH�i."CORNER BOLT
(A325) 1 Ye"ABOVE FINISH GRADE. INSERT BOLT 3"MINIMUM THICKNESS OF}'MINUS
FINISH GRADE 2" o /HEAD FROM OPPOSITE SIDE OF EXPECTED IMPACT. CRUSHED BASE COURSE MATERIAL.
INSERT DRIVE RIVET INTO OPPOSITE SIDE. N 3"MINIMUM THICKNESS OF�"MINUS GRAVEL
D
r (A (NATURAL FINES,SEE NOTE 1).
Y
4 0 z 5'
_ m
2 Y"X 30"12 GAUGE NON-PREFORATED C)
SQUARE TUBE SIGN POST SLEEVE(TELSPAR U D NOTES: �I
"QUIK PUNCH"OR APPROVED EQUAL) Ld r 1.NATURAL FINES SHALL CONSIST OF 80%
SAND,10%SILT AND 10%CLOY.
0 2.A SOIL STERILANT SHALL BE APPLIED TO THE rTl
ALL SLEEVES AND SIGN 24 SUBGRADE PRIOR TO PLACEMENT OF THE GRAVEL BASE. F.I..(
POSTS SHALL BE INSTALLED CJ
PLUMB. INSERT SIGN POST 18"INTO SLEEVE 2' MIN CLEARANCE FROM
L� FACE OF CURB TO EDGE
OF SIGN O
M-4000 CONCRETE ANCHOR M
Z F'1'i
SIGN POST FOUNDATION DETAIL N
o
o 10I
0, _
SHEET No. 9
CITY OF BOZEMAN SCALE: TYPICAL STREET No. 09810-4 DD
CITY OF BOZEMAN SCALE: SIGN INSTALLATION NO. 09810-1 STANDARD DRAWING NONE MARKER SIGN Sep . 2002
STANDARD DRAWING NONE STANDARDS AUG.sed1994 LOCATION P D
Revised 6/2002
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OF 10