HomeMy WebLinkAbout14_Appendix L_Typical Street Sections APPENDIX L
TYPICAL STREET SECTIONS
TYPICAL STREET SECTIONS
ROW s� WIDE ROAD SECTION EA`EN ENT 32� WIDE OAK STREET EASEMENT
LINE i LINE
30' 30' 30` 30'
1. 5' 8.5, 15.5' 15.5' 8.5' 5' 1, 5' 8' 16, 16' 14'
�R40F 1 4 jFr 3% SLOPE 3% SLOPE 1/4/FT G �RApfi 1/4"/FT 3% SLO (TO SOUTH) 114/FT
SIDEWALK SIDEWALK VP� Fg SIDEWALK PROVIDE SPILL CURB
3" BITUMINOUS ASPHALT 3" BITUMINOUS ASPHALT
NEW CURB AND GUTTER SURFACE COURSE SURFACE COURSE MINUS 3" OF 1 1/2 MINUS
7,vOF 1 1/2"
6" CRUSHED GRAVEL BASE GRAVEL BASE COURSE GRAVEL BASE COURSE
UNDER CURB AND GUTTER w
COURSE (1-1/2- MINUS) � 6" CRUSHED GRAVEL BASE
COURSE (1-1/2" MINUS)
18" GRAVEL SUBBASE (6" MINUS) ? 18" GRAVEL SUBBASE (6" MINUS)
m
w
D
ca
ROW 33' VVIDE ROAD SECTION
LINE
LIOW
NE
I 30' 30
1 5' 7.5' 16.5' 16.5' 7.5' S' 1,
OF i 4"/F7 3% SLOPE 3% SLOPE 1 j14C G �
ARIFS SIDEWALK SIDEWALK VP��FS
3" BITUMINOUS ASPHALT
NEW CURB AND GUTTER SURFACE COURSE 3" OF 1 1/2" MINUS
6" CRUSHED GRAVEL BASE GRAVEL BASE COURSE
COURSE (1-1/2" MINUS) UNDER CURB AND GUTTER
18" GRAVEL SUBBASE (6" MINUS)
NOTES:
1. INTEGRAL CURB AND GUTTER AS PER C.O.B. SPEC. 02528-1
2. SIDEWALK AS PER C.O.B. STO. DWG. 02529-11 AND 02529.15.
3. FERTILIZING AND SEEDING AS PER MPWSS. SPEC. 02910 AND 02920.
(TOPSOILING & SEEDING ON CUT & FILL AREAS IN R/W)
4. GEOTEXTILE FABRIC WILL BE USED DEPENDING ON SITE
CONDITIONS AS REQUIRED BY ENGINEER.
TYPICAL STREET SECTIONS
SCALE: r1Ts
L
Engineering and Surveying Inc.
1091 5toneridge Drive • Bozeman, MT 59718
Phone (406) 587-1115 ® Fax(406) 587-9768
www.chengineers.com ® info@chengineers.com 12662(Typical Street Sections)