HomeMy WebLinkAbout106 C6.0 - CONSTRUCTION DETAILSPROJECT NO:
DATE:
ENGINEER:
REVISIONS
DATENO.DESC.
SHEET OF
ELC
1
2
3
4
5
6
7
8 BOZEMAN, MONTANATAOMNNA
RN GEO
S
EF
SI NA LROP EINECOTE
ETHAN L
No. 60593PE
ELICNES DCIVIL SITE PLAN SUBMITTALBABCOCK 5-PLEX8
C6.0 CONSTRUCTION DETAILSWATER SERVICE LINE DETAIL2SCALE: NTS
TYPICAL UTILITY TRENCH DETAIL1SCALE: NTS
WATER SERVICE LINE FROM CURB
STOP TO BUILDING (2" AND SMALLER)3 SCALE: NTS
6" MIN.
18" MAX. DEPTH
FINISH GRADE
COMPACTED SUBGRADE
STORM SWALE SECTION DETAIL5SCALE: NTS
20
:
1
M
I
N
.
&
3
:
1
M
A
X
.
S
I
D
E
S
L
O
P
E
FINISH GRADE SWALE WITH 6" TOPSOIL
AND SEED PER LANDSCAPE PLAN
SANITARY SEWER CLEANOUT DETAIL4SCALE: NTS
7
ALL FINISH GRADE BETWEEN
BUILDINGS TO SLOPE AWAY FROM
FOUNDATIONS AT 20:1 MIN. SLOPE
NOTE: MINIMUM LONGITUDINAL
SWALE SLOPE TO BE >2%
WITHIN 10 FEET OF BUILDINGS
8" PERF. HDPE STORM PIPE
PER PLAN CONNECTING DRY WELLS
BEE HIVE GRATE
36"
12"
8" PERF. HDPE STORM PIPE
A
A
SECTION A
12"
8"
.
24" DRY WELL DETAIL6SCALE: NTS
24"
12"
24"
36"
3'-9"
4" MIN. SECTION OF
1" MINUS ROAD MIX
IFCO STYLE S (SOLID COVER) TRENCH GRATING WITH
STYLE B FRAME, D&L FOUNDRY "J SERIES" WITH
SOLID, BOLT DOWN COVERS, (OR APPROVED EQUAL)
M-4000 CONCRETE
EXPANSION JOINT
A A
B
PLAN VIEW
SECTION A - PROFILE VIEW
SECTION B - SECTION VIEW
CONCRETE STORM INLET CHASE
BACK OF CURB
FLOWLINE
EXPANSION JOINT (TYP.)
10'END OF CHASEEND OF COVER9'
1.5'
4'
SIDEWALK (WIDTH PER PLAN)
DROP CURB HEAD
6"
CONCRETE
CHANNEL
IFCO STYLE S (SOLID COVER) TRENCH GRATING WITH
STYLE B FRAME, D&L FOUNDRY "J SERIES" WITH
SOLID, BOLT DOWN COVERS, (OR APPROVED EQUAL)
1.5% MIN.
4:1 MAX.
H
6"
6"
EXPANSION JOINT
END OF CHASEEND OF COVERSIDEWALK
FLOWLINE
1.5%
CURB & GUTTER
6"6"
6"
12"6"
14 12"
4" SIDEWALK
B
7 SCALE: NTS SOURCE: CITY OF BOZEMAN STD DWG NO. 02529-14
TOPSOIL & SEED PER LANDSCAPE PLAN
587-01
3/17/2025