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SOUTHERN CALIFORNIA EDISON EASEMENT 10'
CB 997.22
995.22 INV,
PROPOSED HOUSING
LOT 112
WORK LIMIT LINE
AT EXISTING COjVCRETE MOWSTRIP
PER. STREETSCAPE PLANS
7
i -
PIP
0!51 MAL 7r,
DRAIN=[ Y.-- INSTAL,
l ORADIAI& F DRAINAGE OML r
?2" 0
/ -*p)/7&-*41 f-8-8.9
RAYHOMD R. TQAL DA -r
RCE /684?9
19
L.=1-1'
I& S -01 .
-A 3
6' BLOCK WALL N.I.C.
.a -- DRINKING FOUNTAIN ..SEE SHEET. C�11.DETAIL X
i
1-1/2- - SCH. 40 PVC DRAINPIPE.
ESTABLISH FUTURE POINT -OF -CONNECTION FOR
RESTROOM BUILDING. PLUG END OF PIPE WITH CAP
OR STOPPER OF SAFE MATERIAL AS THE PIPE.
4" Y.C.P. PIPE
CONNECT TO EXISTING 36" R.C.P. STORM DRAIN.
STORM DRAIN STATION 2+49.00 EXISTING INVERT:
ELEVATION 988.61. PER L.A. COUNTY FLOOD...
CONTROL DISTRICT.. DETAIL MANHOLE NO: 24
,'CONNECT TO EXISTING 6" SANITARY SEWER STUB -OUT
PER SOUTHRIDGE VILLAGE SEWER PLANS- ..PER L.A.. COUNTY FLOOD CONTRM.,
DISTRICT DETAIL MANHOLE NO. 2
PROPOSED HOUSING-
LOT
OUSINGLOT 110
i
3' WIDE CONCRETE ',V—DITCH" SWALE-�
SEE SHEET C-10 DETAIL F
je.�2
1,99 .oz ly.10
GdN�. `1"�AN�I�M�12
v. v Ii
EXISTING CONCRETE DRIVEWAY ENTRANCE
PER SOUTHRIDGE VILLAGE STREET IMPROVEMENT CLANS,
\�
BEDDING MATERIAL TYPE 2,
(PVC)
NCIAaL A JnCCI —L
Passing
3/4" square Sieve
100%
Passing
3/8" square Sieve
70.100
Pass rrg
44 Sieve
55.100
Passing
#110 Sieve
35.95
Passing
#20 Sieve
2U.8U
Passing
#40 Sieve
10.55
Passing
#100 Sieve
0.10
Passing
#200 Sieve
-0.3
Sand equivalent
35 minimum
.a -- DRINKING FOUNTAIN ..SEE SHEET. C�11.DETAIL X
i
1-1/2- - SCH. 40 PVC DRAINPIPE.
ESTABLISH FUTURE POINT -OF -CONNECTION FOR
RESTROOM BUILDING. PLUG END OF PIPE WITH CAP
OR STOPPER OF SAFE MATERIAL AS THE PIPE.
4" Y.C.P. PIPE
CONNECT TO EXISTING 36" R.C.P. STORM DRAIN.
STORM DRAIN STATION 2+49.00 EXISTING INVERT:
ELEVATION 988.61. PER L.A. COUNTY FLOOD...
CONTROL DISTRICT.. DETAIL MANHOLE NO: 24
,'CONNECT TO EXISTING 6" SANITARY SEWER STUB -OUT
PER SOUTHRIDGE VILLAGE SEWER PLANS- ..PER L.A.. COUNTY FLOOD CONTRM.,
DISTRICT DETAIL MANHOLE NO. 2
PROPOSED HOUSING-
LOT
OUSINGLOT 110
i
3' WIDE CONCRETE ',V—DITCH" SWALE-�
SEE SHEET C-10 DETAIL F
je.�2
1,99 .oz ly.10
GdN�. `1"�AN�I�M�12
v. v Ii
EXISTING CONCRETE DRIVEWAY ENTRANCE
PER SOUTHRIDGE VILLAGE STREET IMPROVEMENT CLANS,
\�
UfwvKJ LGIG konlVfl UnJim wain
WITH BOLT DOWN INSERTS
rm%hnp%v onp%mo
NCIAaL A JnCCI —L
O
BROOKS 2424 CATCH BASIN WITH
PARKWAY GRAfto
DETAIL A SHEET G-2
WITH BOLT DOWN INSERTS
.
®
6-INCH.DIAMETER PVC SDR 35 DRAINLINE, DETAIL
C.
SHEET G-2
O
10 -INCH DIAMETER PVC SDR 35
DRAINLINE, DETAIL
C,
SHEET G-2
O7
12 -INCH DIAMETER PVC SDR 35
DRAINLINE, DETAIL
C,
SHEET G-2
FSK 'E� I7 -r=7 f5Y 001\DJ^cF-rfr
E' U I L.C-7E� C °S'-6' HT
�F��a Hovsi N&
-i� ILI MU I
=�-
SECTION A -A,
JT +
LL
1BSIDENCE (AV Eft. .11/sF)
?= c.1(,
%►=Y.
.02 i_ A v
:E SKEET 01-E9 FOR EDISON EA69MENT EARTHWORK, QUANTITIES -
NORTH
/00
IN
SCALE 1"=2.0'-0" -
RECORD DRAWING'.
DATE - �rJ- - �� SHEET
D. S
ORAWN yY T
_ wl2-
FJOB
CKED
NO. 45 7-51''fit O F L :3
213/681-3408
714/661-7127
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