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TOP OF BEDDING B UNLESS
OTHERWISE NOTED IN THE
SPECIFICATIONS
BEDDING B
BEDDING MATERIAL BELOW BOTTOM OF
RCP SHALL BE 1/120' FOR PIPES 39'
AND LARGER IN DIAMETER. AND 4' FOR
RCP LESS THAN 39' IN DIAMETER.
IN NO CASE SHALL IT BE LESS THAN
I' BELOW ANY BELL OR COLLAR
C
BACKFILL AS SPECIFIED
T
W I W EXCAVATED BANK OR SHEETING
ii
BEDDING A
O�IM20
4• MIN. EXCAVATION TO THIS
LINE PERMITTED
PIPE BEDDING TYPE III
NOTES:
' OR
"E OR
AND
THAN
:NT
ZE FOR
LEGEND
PROFILE SCALES
1"=40' HORIZONTAL
1"=4' VERTICAL
STORM DRAIN CONSTRUCTION NOTES
19
CONSTRUCT
MANHOLE PIPE TO PIPE PER A.P.W.A. STD. PLAN
NO. 322-1,
DETAIL ON SHEET 3
21
INSTALL 36"
R.C.P. (D—LOAD PER PLAN) BEDDING TYPE III
PER DETAIL
ON SHEET 4
22
CONSTRUCT
"L" HEADWALL PER CALTRANS STD. PLAN NO. D89
MODIFIED AS
FOLLOWS: W=20 FT, FOOTING WIDTH=3.0 FT
H(MAX.)=5.5 FT, WALL THICKNESS=10", DETAIL ON SHEET 3
23
CONSTRUCT
SLOPED PROTECTION BARRIER PER A.P.W.A. STD. PLAN
NO. 360-0.
DETAIL ON SHEET 2.
24
CONSTRUCT
DEBRIS POSTS @ 2.0' ON CENTER PER DETAIL ON
SHEET 5.
NOTE TO CONTRACTOR:
EXACT LOCATION OF EXISTING 45" RCP MUST BE VERIFIED IN THE FIELD
PRIOR TO CONSTRUCTION OF JUNCTION STRUCTURE AND INSTALLATION OF PIPE.
* CONTRACTOR TO NOTIFY MWD [MR. JOE MIRONE OF WATER SYSTEM
OPERATIONS GROUP — (909) 776-2664] 2 DAYS PRIOR TO WORKING IN
VICINITY OF MWD FACILITIES.
PROPOSED AC PAVEMENT
PROPOSED SIDEWALK
STREET LIGHT
FIRE HYDRANT
GRAPHIC SCALE
0 20 40 80 160
( IN FEET )
1 inch = 40 ft.
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT PLAN PREPARED BY: CITY OF FONTANA, CALIORNIA
BENCHMARK 1
p m 17801 CARTWRIGHT ROAD D QROFESS/ON VAN DELL AND ASSOCIATES, INC.
D" C= COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL a R.c�F� CIVIL ENGINEERS STORM DRAIN PLAN & PROFILE
z SURVEYORS LAND PLANNERS DRAWN BY: NMH SOUTH RIDGE VILLAGE SCALE:
,vASHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, �, m
No. 024725 AS SHOWN
SAN BERNARDINO COUNTY DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * Exp.12/31/05 * IRVINE CA 92614 (949) 474-1400 DESIGNED BY: TRACT 14243 DATE:
B.M. OF 627, NAVD 88 BEFORE DAYS BEFORE Www 07-27-05
YOU DIG You DIG BRING THEM INTO CONFORMANCE WI ri CONDITION:. AND �qcn CIVIL o��� THE SUF�iV13lO1�OF. CHECKED BY: APPROVED BY;
'X
1011.70 FEET
TOLL FREE 1 —800-227-2600 of G�-�F ,. � ,- �,�A``� ��.ZeF � , DRAWING NO.: [L5 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT,�1STANDARDS IN EFFECT. DRcREG• AWG. W «'� DONALD R. GORDON R.C.E. 24725 DATE ITY EN EER R.C.E. 51152 DATE:3871
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