HomeMy WebLinkAbout009 D1 DETAILS `�i F•Lj 1a1�T�°n'aay..
EE *,... ...,A,4'TRENCH WIDTH MINIMUM DATE�PP� 23D = GAMRADT
EXISTING ASPHALT ASPHALT RESTORATION ZONE
SURFACE& BASE PROJECT#ENGINE 73 ,�, No.40758PE �\
•f: t COURSE TO REMAIN PLANT MIX ASPHALT
BOZEMAN"
*
PROVIDE 2"OF SURFACE COURSE
SAND BEDDING OR ••,•:,''. . Or
3D MINUS HIGH DENSITY INSULATION BOARD t•� B C Orated
CRUSHED ROCK (STYROFOAM BRAND HIGH LOAD 60 ► DRAWN BY: KMC
ABOVE AN BELOW OR APPROVED EQUAL). '4',: ,
INSULATION BOARD PROVIDE 2"THICK INSULATION CHECKED BY:
BOARD IF DEPTH OF COVER IS 6.5' pf.
TO 5',AND 4"THICK INSULATION B =111- -III- III- - - - -
BOARD IF DEPTH OF COVER IS APPROVED -2
LESS THAN 5'. 3 REDUCER = DATE: 1-23-23
MIN. CUT-BACK III 1} MINUS CRUSHED
ASPHALT ONLY _ AGGREGATE BASE COURSE
UNDNMRBED EARTH TO LIMITS SHOWN
ON PLANS
6"MIN. OR
TYPE "A" III VARI BLE III TO UINDISTRUBEDNIMUM I AGREGATE MAXIMUM
TRENCH BACKFILL _ - BASE COURSE
WATERLINE 'K'•' III 4 6; = STORM/SANITARY/WATER PIPE z
TYPE 1 PIPE BEDDING 00
z
TEE TEE (Plugged) BEND 111111II 111=III=111=1T'I
PIPE INSULATION DETAIL NTS STANDARD DIMENSIONS FOR THRUST BLOCKING
RriWO Im PLUGS Ream 4d°&M&WYES 71 BEI 0 z
Sim A a A a A a A a 1. TRENCH RESTORATION SHALL BE AS FOLLOWS FOR WATER, SEWER AND STORM DRAIN
INSTALLED OUTSIDE THE LIMITS OF SOUTH CHURCH AVENUE: r>
4' 1'-7- 1'-2'
1' 111 Y-a' 2'-2' 1'-10' 1'-71 1'-0' 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 a' 2'-a' 2'-0' 1-2- 3'-0' 2-5' 2'-1' 1'-9' 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'-9' 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'-1' 41-8' 3'-a' 13' 2'-1 2'-i' 2. PLOWABLE FILL(TO BE INSTALLED UNDER PAVED SURFACES ON S CHURCH AVE) N z
14' 3'-6' 3'-10' W-e' 4'-11' 4'-a' 3'-6' 3'-3' 2'-5' Z
CUT THROUGH \ A. PLOWABLE FILL WHERE SPECIFIED, SHALL BE POURED TO WITHIN FOUR (4) INCHES OF �y��y••••�� 5'4 o
PAVEMENT TO --gy�pp/� 7/_/ ASPHALT SURFACING AND ALLOWED TO SET FOR A MINIMUM OF FOUR (4) HOURS PRIOR TO W a m rn
PROVIDE A XISTING PAVEMENT METRIC DIMENSIONS FOR THRUST BLOCKING PLACING ASPHALT SURFACING
MINIMUM DEPTH
a o
OF 6' OF COVER O O O P7"M 1EES a PLUGS Sewn 4d'aENO&WYL3 .�1 gyfim p B IF THE ASPHALT SURFACING IS NOT PLACED THE SAME DAY, SLURRY SHALL BE POURED Q a Q
OVER WATERLINE O O O O O O 9'ZE3 A a A a A a A a TO THE TOP OF THE ASPHALT SURFACING, AND A MINIMUM OF FOUR (4) HOURS CURING TIME O z I z o
PRIOR TO PERMITTING TRAFFIC ON THE SLURRY: PRIOR TO PLACING THE ASPHALT SURFACING, p m
O O 10om 0.5m a4m 0.am aft 0.am Aim 0.lSm 0.2m 4" OF SLURRY MIX SHALL BE REMOVED, AND THE EXISTING PAVEMENT SQUARE CUT TO A faj �51
lam 0.am afm alm aim Jaen aft aft 0.Sn MINIMUM OF ONE (1) FOOT BEYOND THE TRENCH LINE. 4
E-i o z m
BASE 20- 0.am OLD. imam Gem Alm 0.am 0.am 0.5m A. ASPHALT EDGES SHALL BE TREATED WITH A TACK COAT PRIOR TO PLACING THE PERMANENT
ASPHALT PATCH. U m W N
2a01W 1.01. imam 1.2m 1.2m 0.8m Aam 0.7m 0.6rG
0
0
30Gm 1.2m 1.2m 1.4m 1.4m 1.1m 1,Om 0.aln 0.7ff1 B. A MINIMUM OF FOUR (4) INCHES OF HOT ASPHALT(2 LIFTS) SHALL BE USED FOR W
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 3apW 1.0m 1.2m 2.0m i.dm 1.4m imam LGIM 0.hG UNTIL HOT MIX ASPHALT IS AVAILABLE. x" rii
Z
TO MATCH EXISTING PAVEMENT THICKNESS,ON TOP OF x
PLOWABLE FILL BACKFILL.
1.DIESE TABLESBAR BA DO 1 1030 UM PRESSURE 2.MRAP ALL IIIN11H POLYEMYlEW.
BEAR ml. RENSD:12 Y 5 1
S
TEMPORARY WATERLINE BELOW GRADE STREET CROSSING DETAIL MONTANA PUBLIC WORKS SCALE: THRUST BLOCKING STANDARD DRAWING t * bMy
NTS STANDARD SPECIFICATIONS NONE FOR WATER MAIN FITTINGS NO.02660-1 DETAIL - TRENCH & ASPHALT SURFACE RESTORATION
NTS
00 C
wo li�i
'Lj0* 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.
1 D 2"PREFORMED L7 N
SQUARE 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-
24
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 GRACE. 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) r 1.NATURAL FINES SHALL CONSIST OF 80%
SAND,10%SILT AND 10%CLAY.
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
LL FACE OF CURB TO EDGE
OF SIGN O
M-4000 CONCRETE ANCHOR M
Z Fil
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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