HomeMy WebLinkAboutZ-4656-A Map 3SWALE DITCH -
MIN. 1'-0" DEEP W/
3 : I SIDE SLOPI;
AT CUTS
TOWER 5Y OTHERS
(SCHEMATIC ONLY)
LIMIT OF GRAVEL
IST. GROUND CONCRETE FOOTING AT,
FENCE P05T - TYPICAL
WAVE GUIDE BRIDGE
MIN. SLOPE I%
N I
1'-G" DIA. TYP.
EQUIPMENT SHELTER
\ Nyc
G" CRU5HI=D STONE F&AL FINISH COURSE k
5U60RADE COMPACTED TO 9S% MOD. PROC
A TYPICAL_ SECTION THRU TOWER COMPOUND
4 NO SCALE
3 : 1 SLOPE TO
EXISTING GROUND
12'-O"
G' -O" G' -O"
3" CROWN
SLOPE DN �( SLOPE DN
EXISTING GROUNI
SWALE DITCH MINIMUM
I' -U' DEEP W/ 3
SIC)E SLOPES
I on
G" CRUSHED STONE 6A5E COURS`
5UBGRADE -C'^PAC-ED TO "S%
MODIFIED �R�cTOR DetiS;
NOTE: ALL CRUSHED STONE COURSF!�i SHALL BTIESE Ammombotr-
COMPACT` a % ^ODFIED PROC-JR C=NSITIES
T(4p
SCALE
UVE:lz� 1h1: CNIIKE (.UMt'UUNU, EVEN TO THE 517E
LIMIT LOCATED 2'-0" BEYOND THE FENCE LINE
MIN. 12" COVER OF COMPACTED-
SU6GRADE MATERIAL OVER TOP
OF CULVERT
KIPKAP TO KED15TRIBUTE
FLOW (UNLESS DITCH IS
PRESENT)
FLAKED END SECTION
Cum ✓=R A5 5i =D O1, P_A` —
IG GA. POLYMER COATED
CORRUGATED METAL PIPE
q, ACCESS IQOAD
RIPRAP AROUND
FLARED END SECTION
r-. f
COMPACTED TO '9S% MOD. PROCTOR
FL OF EXISTING
DITCH CIF PRESENT)
SIDE SLOPE OF SIDE
DITCH (IF PRESENT)
INDICATES DIRECTION
OF DRAINAGE FLOW
1 I�
COMPAC TO QpIFt!D
PROCTOR AROUND OI=`'PLA--
FLARED END SECTION
E TYPICAL SECTION THRU CULVERT
` 4 SCALE 1/4"•1'-0"
fl-
FO
L
FO EX15T'6
LLS