HomeMy WebLinkAbout007 C3.1 North Wallace Residence CURB DETAILS SIDEWALK BOULEVARD
— VARIES—
+-5'TYP y
SLOPE VARIES — SEE GRADING PLAN NOTE:
5.4" (0.45') .�,�, ..„,.. -'- •,E .,.:; .,: ,.. ... ,,, DRIVE SECTION TO BE
24" PROPERTY
a a as DETERMINED BY OTHERS
3"MIN GRAVEL BASE ���
_ 9 I 4"THICK M-4000 CONCRETE
2 MAINTAIN SECTION B
PROPER
� SIDEYARD ASPHALT PAVEMENT
4•• TOPSOIL° YR SETBACK PER
L(TYP.) �( 4"R' 5" ZONING
REGU TRANSITION SECTION f-ROII
a I EXISTING CURB TO DROP CURB: CRUSHED (ROAD MIX) GRAVEL GEOTEXTILE AS NEEDED
. r— y7{•To PER I.
AOPE UTIONS 3'M 5'MAX.
a
° a
g a
a I UNCRUSHED (PITRUN)
STABLE AND COMPACT
d' 7.5" SUB—GRADE O t27 OF
�9. < a EXPANSION JOINTS COMPLETELY GRAVEL. OPTIMUM MOISTURE TO
A. AROUND SIDEWALK SECTION
DRIVEWAY THROAT WIDTH 959 OF ASTM D698
24'MAX.
O O O O O O O O O O O O O O O O CURB A APRON APPROVED
MONgJTHIC
CRUSHED GRAVEL 0000000000000000000000000000000 I UNLESS oHERwSE APPRovEo
BASE — 3" MIN. 0000000000000000000000000000000 C3.1 TYPICAL PAVEMENT SECTION
CONTRACTION JOINT NTS
SUB—BASE COURSE EXPANSION JOINTS AT CURB RETURNS
AS REQUIRED
t �
SIDEWALK CONTRACTION JOINTS BACK OF CURB
` SPACED AT 5'INTERVALS—MIN. I FLOW LINE
R DEPTH 1•. EXPANSION JOINTS
COMPACTED SUBGRADE TO BE PLACED AT 25'
INTERVALS. I EDGE OF CUTTER
VARIABLE
If I (5.5'TYP.)
CONTRACTION JOINTS TO BE SPACED
AT 10'INTERVALS IN CURB&GUTTER
.5• 1i5• 3/4"
/I `3I4•PEry 1 SLOPE �gLOPE AT 5.MAX.2%MIN
e• 1 2"PER 1 SLOPE y EXPANSION JOINT MATERIAL SHALL BE 1/2"THICK PRE—FORMED BITUMINOUS TREATED FIBERBOARD FILLER.
.5� Fs.5� ALL CURB REPLACEMENT SHALL BE DONE WITH INTEGRAL CURB AND GUTTER UNLESS OTHERWISE APPROVED.
GRADE ESTABUSHED AS 1/4" RISE PER FOOT FROM TOP OF ADJACENT FULL HEIGHT CURB
R MATCH EXISTING SIDEWALK GRADE
DROP CURB FOR DRIVEWAYS DROP CURB FOR PEDESTRIAN RAMPS SPILL CURB SIDEWALK DRIVEWAY
(;'5 TIP.
(VARIES)
1/4" PER FOOT SLOPE STREET SURFACE
NOTES; w
VARIES SEE PLANS
1. Subgrade or base course compaction shall conform to section 02230(M.P.W. Space., 1996 ed.)
2. Contraction joints shall be placed at 10'intervals and shall have a minimum depth of 3/4"and minimum width of 1/8". � O
3. 1 ex expansion joint material shall be placed full
all P.h o the garb d gutt and at not more than 300' intervals. The a_ FINISHED 4" M-4000 CONC
expansion material shall extend through the full depth of the curb and gutter. �
4. No curb and gutter shall be placed without a final form inspection by the City Engineer or his representative. a WASHED ROCK GRADE
3" MIN. MIN. 6"THICK CURB GUTTER
5. Concrete shall be Close M-4000. M-4000 CONCRETE
6. Crushed gravel base shall most the requirements of Section 02235 (MPW SPECS,2003 ed.) For curb and =III=III=III=III IIIMMIM (—
gutter replacement projects, washed rock may be used for the grovel base. + OR MATCH EXISTING OR REQUIRED SIDEWALK WIDTH
I I—III—III=I III—III—III=1'
SECTION A =III—III= _ MI I1_—I
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RESIDENTIAL SCALE:
CITY OF BOZEMAN SCALE: INTEGRAL CONCRETE N0. 02528-1 CITY OF BOZEMAN NO. 02529-11
STANDARD DRAWING NONE CURB & GUTTER Revised STANDARD DRAWING NONE DRIVEWAY APPROACH DEC 2003 3' MIN. GRAVEL
Mar. 2017 AND SIDEWALK DETAILS BASE
DETAIL
DETAIL DETAIL C3.1 SIDEWALK
C3.1 CURB AND GUTTER C3.Il APPROACH NTS
NTS NTS
3
;I
NO. REVISIONS DRAWN BY DATE PROJECT #: 22-058
T�7 A�r 1���7CJHI WALLACE �]E���]E�T�".�� Engineering
SHEET
NOT TO SCALE l.� 32 DISCOVERY DRIVE g g � DATE: 07�31�2023
u BOZSCOVERT59718 Civil En ineerin C3"1
P CURB AND SIDEWALK DETAILS PHONE(406)582-0221 Geotechnical Engineering DETAILS
FAX(406)582-5770 ALLIED
PROJECT ENGINEER: RSR DRAWN BY: JCH www.alliedengineering.wm Land Surveying EN6fNEER►NB
428 NORTH[WALLACE,ROZEMAN,MT � y NORTHWALLACE
DESIGNED BY: RSR REVIEWED BY: °%"sap,"i°``"+ DETAILS