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a o
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BACK OF CURB o
6' FLOWLINE 'm
SOLID COVER z
EXPANSION JOINT a
5' 10' MINIMUM WIDTH FOR SHARED USE o
SIDEWALK 1' GRAVEL 1' GRAVEL
5' TRANSITION SECTION FROM SHOULDER 6' MINIMUM WIDTH FOR SINGLE USE SHOULDER
EXISTING CURB 1 TO DROP CURB:
2% SLOPE 1:4 MAY-
EXPANSION JOINTS COMPLETELY 1:4 MAX w
AROUND SIDEWALK SECTION
z
0
CLEAR & GRUB,
EXPANSION JOINTS DROP CURB MINIMUM LIMITS w HEAD a
SEE SITE PLAN I :CONTRACTION
URB & APRON POURED 1}" MINUS CRUSHED GRAVEL TYPE B ASPHALT PLANT MIX, 2 }" o
ONOLITHIC UNLESS OTHERWISE
PPROVED BASE, 9" MINIMUM THICKNESS, MINIMUM THICKNESS, COMPACTED
6" COMPACTED TO A MINIMUM OF TO A MINIMUM OF 93% OF MAX. >
95% OF MAX DRY DENSITY AS DENSITY AS DETERMINED BY
VARIES 10' DETERMINED BY AASHTO T99 ASTMD 2041
JOINT 6" NOTES:
1. PATHWAYS SHALL BE DESIGNED TO SUPPORT
EXPANSION JOINTS AT CURB RETURNS CONCRETE NORMAL CONCRETE A MINIMUM DESIGN LOAD OF 25,000 ESAL.
1, CHASE GUTTER LINE 2. A SOIL STERILANT SHALL BE APPLIED TO THE
BACK OF CURB SUBGRADE PRIOR TO PLACEMENT OF THE GRAVEL BASE. SONTAr
SIDEWALK CONTRACTION JOINTS Z 3. A CONSTRUCTION SEAL SHALL BE APPLIED TO THE cxais c.
B'DESKI
SPACED AT 5' INTERVALS - MIN. PAVED SURFACE IMMEDIATELY FOLLOWING FINAL ROLLING o_
Z FLOW LINE AT THE RATE OF 0.1 GALLON/SQUARE YARD. oers ae
DEPTH 1". EXPANSION JOINTS �
TO BE PLACED AT 25' a EDGE OF GUTTER Si„EAsEa
INTERVALS. 0 IFCO STYLE S (SOLID COVER) TRENCH GRATING
a VARIABLE WITH STYLE B FRAME, D&L FOUNDRY "J SERIES"
CONTRACTION JOINTS TO BE WITH SOLID, BOLT DOWN COVERS (OR APPROVED EQUAL) 3 DETAIL DRAWN BY: CGB
SPACED AT 10' INTERVALS IN
CURB & GUTTER ClA ASPHALT PATHWAY TYPICAL SECTION REVIEWED BY: BLB
CITY OF BOZEMAN STD DETL 02529-16
EXPANSION JOINT MATERIAL SHALL BE 1/2" THICK PRE-FORMED BITUMINOUS TREATED FIBERBOARD FILLER. PROJECT ENGINEER:CGB
IFCO STYLE S (SOLID COVER) TRENCH GRATING DESIGNED BY:CGB
ALL CURB REPLACEMENT SHALL BE DONE WITH INTEGRAL CURB AND GUTTER UNLESS OTHERWISE APPROVED. WITH
WITH STYLE B FRAME, D&L FOUNDRY"J SERIES"
GRADE ESTABLISHED AS 1/4" RISE PER FOOT FROM TOP OF ADJACENT FULL HEIGHT CURB WITH SOLID, BOLT DOWN COVERS (OR APPROVED
OR MATCH EXISTING SIDEWALK GRADE EQUAL)
SIDEWALK DRIVEWAY EXPANSION
*5' TYP 5.5' TYP JOINT
1'
(VARIES) SIDEWALK 16 5'�.1 6' MINIMUM WIDTH MApX
4'1
1/4" PER FOOT_SLOPE STREET SURFACE 2%MAX SLOPE
6" 14'• 6" 6,.
w
a
0
WASHED ROCK
3" MIN, MIN. 6" THICK CURB & GUTTER 6"
M-4000 CONCRETE 3" MINIMUM THICKNESS OF 3/8"
* COMPACTED SUBGRADE L MINUS GRAVEL (NATURAL FINES,
OR MATCH EXISTING OR REQUIRED SIDEWALK WIDTH BASE
3" MINIMUM THICKNESS OF 3/4" SEE NOTE 1)
COURSE CONCRETE SHALL BE M-WI CRUSHED BASE COURSE MATERIAL l--1 1,-4 F-I
4" MIN. b
N.T.S.
c COVERS MUST BOLT DOWN TO FRAME NOTES p®
SECTION A 1N'1.S. SAND, 10A SILT AND AL%CLAY w
I DET L1. NATURAL FINES SHALL CONSIST OF 80% F�
Cu NON-RESIDENTIAL DRIVEWAY APPROACH 2. A SOIL S SILT
AND
SHALL BE APPLIED TO THE
C.O.B. STD DETAIL 02529-132 DETAIL SUBGRADE PRIOR TO PLACEMENT OF THE GRAVEL BASE
CONCRETE STORM DRAINAGE OUTLET SIDEWALK CHASE b IN
O
6 DETAIL b
SLOPE BOTTOM 6" TOP SOIL CxA CLASS II TRAIL TYPICAL SECTION �^ U
TOWARDS OUTLET. SEE C.O.B. STD DWG. 02529-18
4 GRASSED SLOPE GRADING PLAN FOR
DETAIL
1 4
I II -_ _
IIIIII I III III-III IIIIII
= =III-III VARIES 1
=III III-III=III-,�
IIII
III=III-III-III-III=III=III=III-I -_ _ 1=III=III=III-'I=III-'1=III-_1-
III=III=III=III=III=III=III=III=III-III-=_ III=III=III=III-III_' I I-' 1I-
-II-II-II-II -III -III -III-I - 1=I I=III=III III =1 =III- -III- LI STORM SEWER
- -11=III=III-III-I I=III=1I I=III=1I I=III-III- - - - - - - - - -I11=III=III=III=III=III=III-III= =11=I I_ -" PIPE
- -III=III-111111111=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III-III-III- - -
- -III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III-III-III= O O O
-IIII-1I I-1I 1=1I I-1I 1=1I I-1I I-1 11=1I I-1 11=1I I-1 11=1I I-1 11=1I I-1 I=
-III=III=III=III=III=III=III-III-III-III=III=III=1 = �
=11-11 I-11 I-11 I I I I I I I=III=1 I I-11I-1 I I- - NATIVE MATERIAL EP EP 2X PIPE O O O
36' ASPHALT DIAMETER
DETCZ1 STORAW TER BASINDETAII. VARIES 8"� 5rVARIES CONCRETE O O O
M
N.T.S. _ O O FLARED END 0-4
N
COMPACTED o TRANSITIONAL
BASE ROCK SECTIONL F/Tl+l
44
12 HAND PLACE RIP RAP TO
ENSURE UN-RESTRICTED W VJ n
DISCHARGE FROM PIPE OUTLET A
�
AND ROADWAY 30'
AND ROADWAY ROADWAY
EASEMENT LINE
UTILITY COMPACTED 4 F00
j 8" M-4000 PSI SUBGRADE 1 y k\ pq in
CURB AND GUTTER CONCRETE II �d Epp
35'
4 4 NOTES: RIP RAP OUTLET WITH 6"-8" IIII IIII IIII IIII o ' N
1 1 1. P.C.C. SHALL BE 4,000 PSI ®28 DAYS. CONCRETE ROUND ROCK, A MIN OF A - N C
TO BE PLACED ON APPROVED SUBGRADE AND BASE ROCK. 12' DEEP OVER WOVEN STORM SEWER O
5' WIDE /-,-----'r—---��- ` �\ � ----- � 5' WIDE GEOTEXTILE FABRIC. OUTLET PIPING _ �
SIDEWALK / -- t \ =----"r'-"� =�i SIDEWALK 2. CONTRACTION JOINTS SHALL BE PLACED AT 10' s®p, x �7
COMPACTED)/ 1� E INTERVALS AND SHALL EXTEND A MINIMUM OF 20% �O�O�O = W
SUBGRADE JJ ASPHALT THROUGH THE CONCRETE.
CONCRETE 3.ASPHALT PAVEMENT SHALL BE PLACED TO ENSURE NO v' d•
CRUSHED PONDING ADJACENT TO CONCRETE SWALE. 111 00
ROCK BASE i;
I LENGTH=TWICE THE
PIT RUN I 3
SUBGRADE �G1 DETAEL F- WIDTH 3' MINI
PIPE ..{
MUM �
DETAIL cz< CONCRETE VALLEY GUTTER SHEET
L
NTS ^"�
cx< 35-FOOT WIDE LOCAL STREET TYPICAL SECTION �DETAIL
cat STORM PIPE OUTLET EROSION CONTROL N=S POsrr
N.T.S. m CIVIL DETAILS
o PROJECT:18-127
S DATE:06/19/19