HomeMy WebLinkAbout3213-4RD
GRAD �G AROUN, RISER
,iAL, I SCALE: 1 "_20'
CONSTRUCTION NOTES
G)_ CONST. 11' X 9' CAST -IN-PLACE REINFORCED
CONCRETE SINGLE BOX PER DETAILS ON SHT 12
1-N
I 7N
CONST. MANHOLE -CONCRETE BOX STORM DRAIN PER A.P.W.A. STD. 323-1
(8)-- CONST. JUNCTION STRUCTURE -PIPE TO RCB, PER A.P.W.A. STD. 333-1
9
CONST. JUNCTION STRUCTURE -PIPE TO RCB, PER A.P.W.A. STD. 334-1
13 CONST. PIPE CLOSURE TYPE "B" PER SAN BERNARDINO COUNTY FLOOD
CONTROL DISTRICT STD. S.P. 176A
CONST. 24" R.C.P. D -LOAD PER PLAN.
CONST. 36" R.C.P. D -LOAD PER PLAN,
18 CONST. CONCRETE COLLAR PER A.P.W.A STD. 380-2
. ...... ..... ..... . . .
.... . ..... ..
Ix 1: -7Uffp=RtaER`
27 PROTECT EXISTING IMPROVEMENT IN PLACE.
uv' -
m
�CO CONST. T' 6 6 "' �RC P D' LOAD PER 29 CONST. 66" R.C.P. D -LOAD PER PLAN.
(30)- CONST. 42" R.C.P. D -LOAD PER PLAN.
EXIST. R/W
EXIST. SIDEWALK
EXIST. CURB & GUTTER
HUF R(OW
REVISED GAS, WATER & SEWER LINES
�I.REV. LAT. "E" AND ADDED LATERALS
& R, INLET GRADING DETAIL
SEE SHEET 8
FOR LATERAL PROFILES
-AVE .9 1
'-< LATERA 99F"
1
580+21.94 1\1 6 8
=1+07.07 LAT. "F"
Q)
A.P.N.226-092-514&3
EXIST. POLE TO BE
RELOCATED BY OTHERS(TYP)
PROP. R W
CL CB # 17 ..
......... .
EXIST. RAW LATERAL "G"
FIN M i0lM_Ej*jM ff&o 10A
J:\652-14521storm\sd-Dh2-04Detta1.dwa, 1/6/2005 10:23:00 AM. Dawn. Dawn
N39*59'31 PlE�ii♦'
�'-®
N44156'03"E•
ILIMle WORM
y mm
REVISED GAS, WATER & SEWER LINES
�I.REV. LAT. "E" AND ADDED LATERALS
& R, INLET GRADING DETAIL
SEE SHEET 8
FOR LATERAL PROFILES
-AVE .9 1
'-< LATERA 99F"
1
580+21.94 1\1 6 8
=1+07.07 LAT. "F"
Q)
A.P.N.226-092-514&3
EXIST. POLE TO BE
RELOCATED BY OTHERS(TYP)
PROP. R W
CL CB # 17 ..
......... .
EXIST. RAW LATERAL "G"
FIN M i0lM_Ej*jM ff&o 10A
J:\652-14521storm\sd-Dh2-04Detta1.dwa, 1/6/2005 10:23:00 AM. Dawn. Dawn