HomeMy WebLinkAbout2839-81540
1530
1520
D,=4'X4'RCB , Dz= 96"
' S=0.0014
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1510--.—_ m �__._._ ._. � __�--t���►� ��a___ _ .___._. __.�_. __._ �___
18+00
WATERLINE OR SEWERLINE
+ c
a n. 6., MIN. TYP.
v #5 BAR TERMINATE 2"
TYP. 2" FROM END OF CONCRETE
a +
N 2" PROPOSED STORM DRIAN
TYP.
SECTION A—A
N.T.S.
SEWERLINE
19+00
LINE "C"
SCALE: 1"=40' HOR
1 "=4' VERT
PHASE 2
ROPOSED STORM DRIAN
6mm,,,A„
NSTALL PROP. STORM DRAIN CONCRETE PROTECTION
N.T.S.
34.15 TOP OF ORIFICE
n 32.65 MIN. BOTTOM OF ORIFICE
SEE MODIFIED CURB
OPENING C.B. SHT. 9
20+00
2" v
Z"�
@ 24" O.C.
ao I
U�
LINE "C" p Q
cl 4'x4' RCB Y
u1 U
E— Q
Z op
S=0.0571 C.B. BOTTOM
5 @ 24 O.C.
#4 CONT. TYP.
36"
LINE "C" CONNECTION TO C.B.
SCALE: 1"=2'
12"
12"
.; _ �^i�, :; Tri-, '�Ti�,, :�: • '' :; �;, :'• �•'
8'-5"
Cl M.H. / SPL177-ER
STRUC7-URE
25 5 5+77 66
27.50 /NV
33.81 SOF.
12" INTO UNDISTRUTED EARTH
EA. SIDE OF TRENCH - TYP.
CONCRETE FOR ENCASEMENT SHALL BE
420-C-2000 PORTLAND CEMENT CONCRETE
_— EXIST. SEWER LINE 1 - _ V6. NOTE: MAINTAIN 3" CLEAR
ALL REINFORCEMENT
+� O EX. 8" VCP SEWER
a e
00 v _
#4 CONT.
6„ 6„
N.T.S. 0 vv x o v
SECTION A—A
STEEL REINFORCEMENT DETAIL
PROP. 66 " RCP
N 3 - #4 CONT.
28 CONCRETE ENCASEMENT FOR 8" SEWER CROSSING
N TS.
PHASE 2
I I
BENCH MARK: # 615
BASIS OF BEARINGS:
E W= OF W0FVA = CompL®/MD
I I
d�Y
Ily0@lM71E6NlQNd9MWLLNOTK
RAILR❑AD SPIKE AT INTERSECTI❑N OF
I LI
EFORAN1fommo tQ mosiomwasm
CITRUS AVENUE AND LOS CEDR❑S
THE NORTH LINE OF SECTI❑N 30,
MAMMM WNDNM7MDOCI�E/l�
AVENUE, IN POWER POLE NO, 9011E
ON THE EAST SIDE OF CITRUS AVENUE.
TAN., R,5W., S.B.M. PER R.S. 58/5,
WAS USED AS THE BASIS OF BEARINGS
FOR THIS PLAN.
14
_
ELEVATION: ------
k .
/
/
#4@ 12" O.C.
BOTH DIRECTIONS
1534.00
MIN. EL.
I ` / INSTALL 3 1/2" CONCRETE EN�ARGEM
SLAB WITH #4@ 12" SEE
O.C. AT MID SLAB.
26 36 j
P5 \\
Q�
c»
SPLITTER STRUCTURE
GRATED MANHOLE COVER
NTS
PHASE 2
NTS.
PHASE 2
INTERIOR C.B. BACKWALL
CN
r "All
MODIFIED PARKWAY DRAIN
CONNECTION TO C.B. DETAIL
SCALE: 1"=l'
INSTALL A 24" CIRCULAR STEEL GRATE & FRAME.
BOLT GRATE TO FRAME @ QUARTER POINTS
(ALHAMBRA FND. A-1558-24 GRATE).
�--INSTALL 3 1/2" CONC. SLAB
CONSTRUCTION NOTES:
1a—CONSTRUCT T.S. PER A.P.W.A STD. PLAN 342-1.
5�. CONSTRUCT M.H. CONCRETE BOX STORM DRAIN PER A.P.W.A STD. PLAN 323-1.
6O—CONSTRUCT A 4'(H)X4'(W) CAST -IN PLACE REINFORCED CONCRETE
SINGLE BOX CULVERT PER CALTRANS STD. PLAN D-80, FLAT INVERT.
10 CONCRETE PIPE CLOSURE- TYPE "B" PER S.B.C.F.C.D. SP -176A.
12 CONSTRUCT CURB OPENING CATCH BASIN PER A.P.W.A. STD. PLAN 300-2.
23 CONSTRUCT MODIFIED CURB OPENING C.B. PER DETAIL SHOWN HEREON.
24 CONSTRUCT MODIFIED PARKWAY DRAIN PER DETAIL SHOWN HEREON.
25 CONSTRUCT SPLITTER STRUCT. GRATED M.H. COVER PER DETAIL SHOWN HEREON.
26 CONSTRUCT CONC. BLOCK SLOUGH WALL PER A.P.W.A. STD. PLAN 622-1.
TE SLAB
27 INSTALL 3-112 CONCRE
28 CONCRETE ENCASEMENT FOR 8" SEWER CROSSING.
`l (30 INSTALL PROPOSED STORM DRAIN CONCRETE PROTECTION.
NoORM08MFINE EMPR N
BENCH MARK: # 615
BASIS OF BEARINGS:
E W= OF W0FVA = CompL®/MD
Ily0@lM71E6NlQNd9MWLLNOTK
RAILR❑AD SPIKE AT INTERSECTI❑N OF
THE BEARING OF N89'30'06'E ALONG
EFORAN1fommo tQ mosiomwasm
CITRUS AVENUE AND LOS CEDR❑S
THE NORTH LINE OF SECTI❑N 30,
MAMMM WNDNM7MDOCI�E/l�
AVENUE, IN POWER POLE NO, 9011E
ON THE EAST SIDE OF CITRUS AVENUE.
TAN., R,5W., S.B.M. PER R.S. 58/5,
WAS USED AS THE BASIS OF BEARINGS
FOR THIS PLAN.
_
ELEVATION: ------
k .
-1467.59
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE ,
A SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of
OFESS� PREPARED IN THE OFFICE OF
CO MENCE V1/ITHIN TWO YEARS OF THE DATE OF APPROVAL �fs�\LTO/y MADOLE AND ASSOCIATES, INC.
C. OF THE INLAND EMPIRE DRAWN BY:
SHO N HEREON AND..CARRIED FORTH IN A DILIGENT MANNER, 10601 CHURCH STREET, STE. 107 SID / R Y
cr 7) No. 14814 m
RANCHO CUCAMONGA, CA 91730 �� BY:
DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO EXP: 3-31-oi * PHONE (909) 948-1311
. SV
BEFORE DAYS BEFORE CIv1\- `P CHECKED BY:
YOU DIG YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND 9�oFCAvF� Date : o �
TOLL FREE 1-800-227-2600 3 d .C.E. 14814 EXP. 3-31- 1 M L B
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT1-14 off
,. STANDARDS IN EFFECT.
CITY OF FONTANA, CALIFORNIA
TRACT NO. 15908 SCALE: AS SHOWN
STORM DRAIN PLAN DATE:
— - DETA SEPT. 6, 2000 Q
` DRAWING NO.: 8
•aj 2839
CITY ENGINEER R.C.E. 51152 DATE
J:\826-1163\StormDrain\detailsht.dwg, 10/11/2000 09:25:11 AM, m,