HomeMy WebLinkAbout5228-2 Q100=361 CFS Q100=356 CFS Q100=308 CFS o Q100=298 CFS
t `� V(MAX)=12.6 FPS V(MAX)=10.9 FPS �o V(MAX)=10.5 FPS Q100=58 CFS
V=12.8 FPS N �
V(MAX)=9.7 FPS
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o
N H \ct
Lo
{ 1000 _ . . _. 1000 0 �I 1000
1 m Q J^ m km
100-YEAR _ �. . _ . . _ .. _ .. _ . . _ . . _ .. _ . . + _� 'I �a
�.. ± � H.G.L. _ - . . _ .. - . . - .. _ . _ . . - . . _ .. _ . . _ f o � � ooc? I PROPOSED
a tri = GRADE
\_
EXISTING �-- • EXISTING
..-:-•••:--.2---...--- .. GRADE f GRADE
-
- . . _ CONCRETE
• - EXIST.* TRANSITION f PIPE SEAL
- 4" GASSTRUCTURE--------i
. . _- • -- -X
• *EXIST.
12 WATER EXIST.* n
6' WATER (J (J (J (J
. 990 II LAT "A2" 990 %/// 990
EXISTING II 989.08 PINV. n I 6" SAND
MANHOLE (988.33 INV)* I I BACKFILL
DC 24" SEWER S=1.0672 I
t S=0.0100 II II
n
w
3
- - - - - +- - - 5=0.0100 �., 030_ C.,
- - - - + - - - - - - { -
- - T - - - - T
- - _ Como �m36RP a ho
- - I- � II / \ I I QmcNmcN Qo,
982.66 INV. a, I ,�,%.g,, * v~)wrn
- - I I I I 5=0.0100
A I EX.
72" U -
* N w II 9 80 'vi
RCP ^Z
co W v O II CONST. 3200 LF. RCB
W=5.00 H=1.25 9 Q
O
S=p.0136
N m� Q W LINE "A"/ I I
v - - moi- - / \ ^ FZ 72 RCP I I
_ _ _ _ •
- - - - _ _ _ Mai• Nwz CONST. 70.61 L.F. W :j•
979.66 I V
- - - - - - }- - } _ _ ^ / \ ��,,,, ^tip 72" RCP (D-1500) I N
- - - _ _ �- - -I-- - - - r� > S + zr� un LIr0 ,r >> ,n
- - - - O - O r•.) o n pOp' •
to • U)wOm) wa O dZ O+Wm
v rn v^ul N wrn + �w CONST. 285.00 LF. - 72" RCP ,-z� o an
-] O\ • (n W CA N • z l� t0 I-w cr3 I-z CO
__ o ao c�^ v morn Co co .-o_M (D-1500) o�
.� t i I ' 1 0_- o d_Z_ I +WZ H W� to ma, N wen
F¢-MCO
CL
-- - ± I- 4-
STORM DRAIN UNE FOLDED AT THE TOP
I - a 1 j 1 r 1EE4 CD Cl.
z,' CO N CO al CONST. 287.00 L F. - 72' RCP N wrn PROVIDE IMPERMEABLE LINER AROUND THE
n Lf) d�^ d oo; - CONST. 4.00 LF.
, _._ °) v mrn v~)wrn (D-1500)
_ _ oo r7.:
� CONST. 142.83 LF. - 72" RCP 36" RCP (D-2000) WITH A 6" OVERLAP AT THE TOP OF THE
STORM DRAIN EXTENDING 10' BEYOND THE
0 "-` - N (p-1500) O EDGES OF MWD CONDUIT. THE 6" OVERLAP 9 7 0
.rte MUST BE HEAT WELDED AT THE TOP.
N N o PPL-24 UNER BY BTL INC., OR APPROVED EQUAL.
i II i , , , PROVIDE 2" GREEN WARNING TAPE IMPRINTED
WITH "CAUTION BURIED STORM DRAIN" ABOVE
I
i IllSTORM DRAIN CROSSING AT MWD CONDUIT.
t -
, . -- -T f 1 -T
I
� * NOTE:
CONTRACTOR TO VERIFY LOCATION
AND ELEVATION PRIOR TO LINE »A» "Al "
PROFILE SCALE: LATERAL
I COMMENCEMENT OF CONSTRUCTION. HORIZ. - 1" = 40'
VERT. - 1" = 4'
10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 10+00 11 +00
STORM DRAIN CONSTRUCTION NOTES
10 CONSTRUCT 72" R.C.P., D-1500. BEDDING PER CITY OF FONTANA DETAIL ON SHEET 4.
EXISTING 72" RCP STORM DRAIN PER JURUPA 11 CONSTRUCT 36" R.C.P., D-2000 BEDDING PER CITY OF FONTANA DETAIL ON SHEET 4.
AVENUE STREET IMPROVEMETNS DATED 12/5/07 12 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN NO. 3012.
\ \
\ \ 13 CONSTRUCT TRANSITION STRUCTURE RCB TO PIPE PER S.P.P.W.C. STD. PLAN NO. 342-2.
\ \
\ \ •
STA. 10+17.67 14 PROTECT IN PLACE.
\ \ E.C. NO'04'42'W 65.31' 10 15 CONSTRUCT PIPE SEAL PER S.B.C.F.C.D. STD. PLAN NO. S.P. 176.
• \ \ � 977.95 INV. 72' RCP S=0.0136 0
\ \ r,;;\ STA. 10+00.00 STA. 10+59.84 STA. 11+42.83 R.O.W. W 1 s REMOVE AND REPLACE EXISTING SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 1006.
BEGIN PIPE/B.C. 0 B.C. END PIPE/E.C.
\ 977.71 INV. 978.53 INV. 979.66 INV. � _ I 17 REMOVE AND REPLACE EXISTING 8" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN
_ - a 72'�� - ' M.H. #1 N0'04'42'W 287.00' �- - - # - - 83 NO. 1000.
I I �` STa 11+45.41 UNE "A"&A® EX 4' 72" RCP S=0.0100 W 1 0 STA. 17+27.06 LINE "A" + W 18 CONSTRUCT 30" R.C.P., D-1750. BEDDING PER CITY OF FONTANA DETAIL ON SHEET 4.
�\ v STA. 10+00.0o IAT Al _-- I . ®m CO
H e;4V•wR�1ilD -_ -- • .R --- ---- " i ID a 12 rim a 12 WATER- _... STa_10+00.� LAT A2
I
\\ C� `SEX 12 o C L _ __ a,, C/L ITA. 19 CONSTRUCT CONCRETE COLLAR PER CITY OF FONTANA STD. PLAN N0. 3022.
. " q_. ._ _ STA 24.73 STA. 17+29.39
- C « - - N• .i• 18E-42.17 STA. 1 + STA 11+48.07 WATER D( 24 _ i '42'W �0' a ,> Q W
" `� E.C. BEGIN PIPE » SEWER EX 6 Rx' grhP S 0-01 LINE ��� 9 END PIPE BEGIN PIPE Z
3 - 72 ERCP 5=0.0136 .�___- ;_ ®® " _ 20 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN N0. 3011.
\1` 878.77 - 979.76 INV. UNE l� WATER STA: 14+37.40 72 RC = . 00 - 85.58 INV. 985.68 INV. J
,, ® - -ii I =-- - ,=� - _ I 21 CONSTRUCT REINFORCED CONCRETE BOX CULVERT PER L.A.C.D.P.W. STD. PLAN NO.
EX 24 IIJ " -� - 0 3053-0,ii
SIZE PER PLAN. SEE DETAIL ON SHEET 4.
D I RCP _ N89'25 28 E 4.00' nr� STA. 10+04.52 �- STA. 14+35.07 STA. 14+39.73 N89'55 18 4.00 ®��lr STA. 10+03.50 1
.. ' - _ Nir c 6 RCP S_T 0672 STA. 10+08.52 C��® -a�+�2.52 BEGIN PIPE DC 144w 7 f - END PIPE BEGIN PIPE - `� EX 144' Iv 30" RCP S 0.9366 -BECK PIPE -- -
EX 11.81) NATER nQUE.Dv 1 982.66 INV. 0 982.63 INV. 982.73 INV. STA. 10+11.50 Q 888.08 INV. Q 22 CONSTRUCT PRESSURE MANHOLE SHAFT PER CITY OF FONTANA STD. PLAN N0. 3016
DI I _ END I' ��/ BEGIN BOX f MWD WATER I ""°""'°'"° MWD WATERS I BEGIN BOX £ - PRESSUREFRAME AND COVER PER CITY STD. PLAN NO. 3018.
}_+-._ - -98fr.93 OMR gu Z® 991.28'INV. • - ,► ® - STA. 10+07.50
�
rn ISI • Q �. ® N89'55'18 E 32.00 I-
..1 - , 23 PROVIDE 6" BACKFILL LAYER OF SAND BETWEEN STORM DRAIN AND MWD PIPELINE.
ISI ! \\ - - -- - 44i1 =17.-0050-
------------
11
� 25 SAWCUT, REMOVE AND REPLACE EXISTING PAVEMENT PER CITY OF FONTANA STD. PLAN
11 T I -i�� N89'25'28"E 32_00' 21 R.O.W. - - - - - T - O N0. 1008.
I I / , j I \ I 5'x1.25' RCB S-0.00500 - - I I
\,,./ -----1 a.,4 I •' I STA. 10+44.52 - - _ -- � I I „�
I t______i_,4 I - I END B INV• . I ( +xz " PRIVATE 2 18" HDPE
\ \ � '� - -- . I I I o m._ PER SEPARATE PLAN
- - PRIVATE 36" HDPE I \\ I I d zrn AND PERMIT
NI. PER SEPARATE PLAN ► 1 I I I I v w�
AND PERMITI. I \ I I I
, i
n I \ 1 01- -.nn _41 __ __ __ a-
\ 'I I I I I / lig STORM DRAIN CURVE DATA Ar .44111111111.......-
J \ INDEX DELTA RADIUS TANGENT LENGTH
0 20 40 80 120
A 45'00'00' 22.50' 9.32' 17.67'
B 45'00'00" 22.50' 9.32' 17.67'
SCALE:1 "=40'
Last 6/15
O:\3200-3299\3212\STORM DRAIN\3212SD-02.dwgIID# 8-36C371179
Duin, zii,1 SHOULD CONSTRUCTION OF THE REQUIRED QROFESs/pN Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA
IMPROVEMENTS NOT COMMENCE WITHIN TWO ,���` , ,P-'c St t, Thieves E/7gi/S CML ENGINEERING • 7eeriRg Inc. STORM DRAIN PLAN
14349 FIRESTONE BOULEVARD
VDING
AwwwwwommAnAmn YEARS OF THE DATE OF APPROVAL SHOWN HEREON cr, � , LA MIR,ADA, CALIFORNIA 90638 DRAWN BY: POPLAR AVENUE SCALE:
i r PH.(714)521-4811 FAX(714)521-4173 RH AS SHOWN
DIAL � AND CARRIED FORTH IN A DILIGENT MANNER, THE * R.C.E. NO. 56155
TWO WORK I NG Exp 12_31-16 Q DESIGNED BY: STORM DRAIN DATE:
BEFORE
G ( / I, DAY❑UBEFORE
DIG CITY ENGINEER MAY REQUIRE REVISIONS TO THE `r) I13W PLAN LE
PLANS TO BRING THEM INTO CONFORMANCE WITH �e ��V�\- s Date :OP �-I IS CHECKED BY: -.-wEa= -' DRAWING No.:
TOLL FREE �� 1-800-227-2600ME_ 0 \F 2
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. F AL REINHARD STENZ L RCE NO. 56155 DATE: ��� `�1 5228
RCS CITY ENGINEER R.C.E. 51152 5