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PLAN - INLET STRUCTURE NO.4
SCALE: 1" = 60'-0"
CONSTRUCTION NOTES
59 CONSTRUCT CONCRETE COLLAR PER APWA STD. PLAN No. 380-3. (SEE DETAIL ON SHEET 4)
80 CONSTRUCT 3 -FT WIDE V -DITCH PER ROUGH GRADING PLANS.
91 CONSTRUCT DROP INLET STRUCTURE PER DETAILS ON SHEET 14.
CONSTRUCT 4 -INCH DIA. STEEL DEBRIS POSTS AT 2' O.C. PER DETAIL 2 ON SHEET 14.
SCALE: 1 " = 10'
STA 211+55.50
MATCH TOP OF V -DITCH ELEV.
PROVIDE 3/8" WELD LUGS
AT OPPOSITE CORNERS
WITH 1/4" NUT, BOLT &
WASHER FASTENERS
(2 PER GRATE 4 TOT) f
i
A
STA 211+59.50
MATCH TOP OF V -DITCH ELEV.
B PROPOSED
DROP -INLET
B
DROP INLET PLAN
STA 211+55.50
MATCH TOP OF V -DITCH ELEV.
- L 2 1/2"x 2"x 1/4"
FRAME W/ ANCHOR BOLTS
GALV. AFTER FABRICATION
A
— GALVANIZED STEEL GRATING
TYPE W-19-4 (2EA 1 1/2"
X 3/16" X 46"L X 18"W)
STA 211+59.50
MATCH TOP OF V -DITCH ELEV.
SCALE: N.T.S.
�N
#4®12 DOWEL
H=2'-5" GALVANIZED STEEL GRATING
V=1'-0" TYPE W-19-4 (2EA 1 1/2"
X 3/16" X 46"L X 18"W)
1
- ----- - #4 HOOP -
3rf BF & 1 IN
CLR. I-- 391 COLLAR
TYP. • CLR. (3 TOTAL) -
TYP. V -DITCH
#4®12 (REINF. NOT SHOWN
BW, BF FOR CLARITY)
•I •� \ #4012
O
BW, BF
DD
•I .
/ CONSTRUCTION
GALVANIZED STEEL GRATING
TYPE W-19-4 (2EA 1 1/2"
X 3/16" X 46"L X 18"W)
i—I JOINT, OPT
I• . __ _
#5012
12" 4'-0" 12" BW, BF
B CTI?N B- BST.S.
GALVANIZED STEEL GRATING
TYPE W-19-4 (2EA 1 1/2"
X 3/16" X 46"L X 18"W)
e 00
•
LO LO
Lo
�
+ +
•
N N
CV cO
I I
N
�•
•
#5®12
_T
BW, BF
CUT HORIZ &
VERT BAR 1"
FROM O.D. OF
24" RCP
#4 HOOPS
BOTH FACE
EL. 1136.5 TW
�. 3„
CLR.
1 TYP.
- / #4012 DOWEL, TYP
18" LONG CTR'D
• #4 HOOP,
TYP
Z
#4®12
BW, BF 0
CONSTRUCTION N
JOINT, OPT
a Z
0
12" 3'-0" 12" 112'
COLLAR
CT?NIA- A C
ST.S.
12" 4t-001 12"
C SECTION C -C
SCALE: N.T.S.
#4®12"
BW, BF
TYP.
C° #4®12
BW, BF 2 1/21' 4" DIA. STEEL PIPE FILLED
co _ Ir a 12" 3/16" WITH CONCRETE GROUT
I #5 v 1 1/2"
fa fr fa
N �— �• ANCHOR BOT 3 4
•co
- 3 PER SIDE 0
6" FROM ENDSN 4"JOINT FILLER MATERIAL
in
• v 6 TOTAL \ ALL AROUND
0 0
I
N E o
6"
a EXIST. OUTLET
• v STRUCTURE
�• ��• c
oo CONCRETE GROUT
I�� �•
2'- 0»
L 2 1 /2"x2"x1 /4" DIA.
cl� #4 HOOP, GALV. AFTER FABRICATION
Y R500,4RD DR4WbVG PREeARED 12 3'-0" 12" #4012 DOWEL, TYP
1 ay "°�mos' RECORD DR/VING
18" LONG CTR'D GRATE AND FRAME DETAILS THESE RECORD
DRAW!NGS HAVE BEEP,! �ERARED, IN 2 EBRIS POST DETAILS
SCALE: N.T.S.
PART, ON THE OASIS 01= ;NFORMATION,- "'17';LED AND SCALE: N.T.S.
FURNISHED BY OTHERS. -EHE ENGINED!- ,'ILL NOT BE
N D— D RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
NOTE: GRATE ANCHOR DETAILS NOT SHOWN. PROVIDE n_ A
*���SCTPN .T.S.3/8" WELD LUGS AT OPPOSITE CORNERS �/�.� W'`' 7 2/f'� HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
A RESULT THEREOF.
WITH 1/4" NUT, BOLT & WASHER FASTENERS W€e pELG �. 1W,4,rsvRU
(2 PER GRATE 4 TOT) RCE 36637
O REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT pFEssip PLAN PREPARED BY: CITY OF FONTANA, CALIFORNIA
BENCHMARK Q PR Nq VAN DELL AND ASSOCIATES, INC.
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL F° �,0��< <Fy CIVIL ENGINEERS ON-SITE STORM DRAIN PLANS, TRACT NO. 17027
SAN BERNARDINO COUNTY o � �Z SURVEYORS LAND PLANNERS DRAWN BY:
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, ,� �, m 7WH _OFFSITE COLLEC CHANNEL, TR. 17027 SCALE:
B.M. OF 627, NAVD 88 cY No. 055210 �, 17801 CARTWRIGHT ROAD AS SHOWN
DIAL TWO W❑RKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * Exp.06-30-06 11A IRVINE CA 92614 (949) 474-1400 DESIGNED DATE:
ELEVATION: 1011.70 FEET BEFORE DAYS BEFORE * ICER SUPER RTC I T UC URE NO. 4 os/o5
YOU DIG YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND sq CIVIL ��
TOLL FREE 1-800-227-2600
Of C��FO� 9 Z�� CH BY A OVED B : _ DRAWING NO.: 114
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT R DR�41Wi�/6 j , ; , #' STANDARDS IN EFFECT. D EL LINES R.C.E. 55210 DATE DDV TY ENGINEER R.C.E. 51152 DA 3882 14