HomeMy WebLinkAboutS-051002I d
MEAN HIGH J
WATER MARK
COTTONWOOD
EXISTING SITE PLAN
SCALE: 1" = 20'
REVISED TO CONFORM
TO CONSTRUCTION RECORDS
RH2 ENGINEERING P.S. 'DATE
EXISTING UTILITY ELEVATIONS
STRUCTURE
STRUCTURE
RIM
INVERT
PIPE
OTHER
DESCRIPTION
ID.
ELEV.
ELEV.
DIAMETER
INFORMATION
METRO MANHOLE
MITI
54.49'
43.29'
42"
MIT RIO -16
MANHOLE
MH2
42.00'
34.45'
8"
-
CATCH BASIN
CB1
53.29'
50.99'
8"
-
CATCH BASIN
C82
53.35'
51.05'
8"
-
CATCH BASIN
CB3
51.14'
49.39'
12"
-
CATCH BASIN
CB4
40.40'
38.20'
8"
-
STORM DRAIN
SD
-
36.45'
8"
OUTLET
LIFT STATION
ITS
42.80'
25.60'
-
BOTTOM
LIFT STATION
ITS
-
37.97'
6"
FORCE MAIN
LIFT STATION
LS
-
33.01'
8"
INLET
L\ rp
If-
I I I AI I I I 'A I I I® I A
6" DIA. FORCE MAIN
(ABANDON PIPE, CLEAN, & PLUG ENDS)
DO NOT DISTURB EXISTING TREES
4' HIGH ROCKERY WALL
AIR RELIEF VENT (REMOVE & DISPOSE)
8" TEE WITH 6' BRANCH, CAST IRON
APPROX. 8 FEET DEEP
6" DIA. TEE APPROX. 7 FEET DEEP
REROUTE SIDE SEWER DURING CONSTRUCTION
8" DIA. INLET SEWER
(ABANDON PIPE, CLEAN, & PLUG ENDS)
6" DIA. 45' BEND S ®�lU
APPROX. 5 FEET DEEP
EDGE OF PAVEMENT SCHEDULE fl ONLY
Y
I _ I I A I I IA 1 I I 1A l 1 "I 1 1 Al