HomeMy WebLinkAbout4314-791
54" RCP____.
NV. (1042.3±)\
W
W i
. i l Z I j
i Q
Jai
SEWER MH I I I
R 1 NA, 1()49. 28
I NV:- 1033 19 I � 0�
151 ISE F ows f >
_ ST. STA. 342+95.28, 14.00 LT � INT (JURUPA AVE)
"E IN r=ROM N
8 i
8 �� rl_ IN FROM S i � � i i sa MANHOLE=STA. I +00. 00 INT LAT M I
80
63-
1I I I 1 INV= 1039.I
CATCH BASIN 541 PIPE
(C i 048. 80 + — I I� 8 ° r� I 'E 1 N FROM S b-nl
N = 1a45. 18, i i i ` �'' CATCH BASIN `� STA. I 02. 76
24' (S) /' I\ I +
1Nv=Ia42. I5 � BEGIN 18" RCP
i 1 '� ,' 24' cst \ LATERAL M
----=-------------------- '--------- =--=------- / I
I I
- - -
- I -- _ __ _. -- - - ... -
-L- = -------_ --=-=---___ - -- --------- -
j r ! F.
r—_ _- ------- -__---------------------------------
F
,
� j
,_ ; , � _ ;tom , i I � �'PB STLT ,{.}�.
M i �/�
•/ STLT � ., l'_T �:., ' Wv wYt f WM _ - - - _ _ U)
c.
i % II wV
,t ";�� wv I =JST. 342+99. 75 36. 45 RT co
Up_U�_A __ _ - _AVE UE
� __--' A'1 �_.
Q__L___ II ---w _ — w- — w--- --- w -_SETA.- -1+50.64 —
�I_______------_—'-__.._...__-------------------___---.---___-__-_-_--------__..____.__-_._______.------.00
��
_-.s_�____---____----s- ___ __s _._.__ _.«_____;,_ _ _1__ ._ ! ---_ __-------- -- ---- .___-_________-.-_- END I8 RCf�
4 RCP
w
_--------------------------____._____.------------------------ .--__.-__--__ _. _
W H Vii; _ F; r -- ------ -- T_ -- - - _..;1- _ - - - ---- - - -_ - - LATERAL MI
LU co
HH
- -
o' to W
-----------------------4--------- --_--r --_----4---- --'------ 1------------------------------- ______
��� 337 _s -r _.
'� 340 _
clx
_-_.-_._ - - - ;f -- _..._.. - - -- --S --.� - --- c
W SID SLum
ZLU
LU 24" SD
CD = { aNTaivA� / T lEl c NTANA: -
STL I
rP.
STLT
-U
~ I---EEI-L-'_ - _. UTI 1 ' T -'f r 1 pl " t - _ _. TEi E P - - - - �-
- -
-PAH
r (FONT A} iiTO
,i CATCH Ba I /ti I 1 aN T,1NA)
TC 104 9, > f v CATCl BAS i N
INV= ! 043. 96 Tc= 1 �4'+. ;!Z- i ST. 343+08. 55, 36. 47 RT CB (JURUPA AVE)AVE )
24' (N) INV=Ia45. �l F T4 [050. _I
TA. 1+50.60
'-
INV - , a45. a9 ' , ,_
24 (NETc�a Ba N, ,. (w) _ -- ------ ! W=21 0' V=4. 0'
C
85
�. � C 1 049.69
CATCH nc . j INv-L04. 64 TC= 1052. 66
Tc=la�Ga�
�I � i 24 {N)
NV , 046. I Imo'
24"`(E)
i
CATCH BASIN
N' -
I ..
TC=1051.10
CONSTRUCTION NOTES ; INV=I048.20
I 24" tN;
LEGEND
70 CONSTRUCT 18" RCP (D -LOAD) PER PROFILE -
-------- EXISTING STORM DRAIN PIPE
80 CONSTRUCT MANHOLE PER SPPWC STD. NO.320-I
PROPOSED STORM DRAIN PIPE
85 CONSTRUCT CURB INLET STRUCTURE PER
CITY OF FONTANA STD. PLAN NO. 3004 ----- EXISTING CATCH BASIN
O PROPOSED CATCH BASIN SCALE IN FEET
0 40 80 120
0 O REV. REVISION DESCRIPTION DATE ENGR. CITY DATE Prepared Under The Supery I s I on Of CITY OF F O N TA N A, CALIFORNIA
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT ,40912-
h'f QROFEss o JURUPA AVENUE STREET IMPROVEMENTS
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ``
WILLIAM °U"G z DRAWN 9Y: MM DRAINAGE &UTILITY PLAN �A`� I 11
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER. m
-HDR ENGINEERING INC DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO No. 5715 DESIGNED BY: STA 334+00 TO STA 345+45 DATE
2280 MARKET STREET, SUITE 100 BEFORE DAYS BEFORE
BRING THEM INTO CONFORMANCE WITH CONDITIONS Pup. DESIGNED
9, BJS 12/5/2007
YOU DIG
AND STANDARDS IN EFFECT. F o F C a��F ° CHECKED BY: APPROVED,�„Y: / DRAWING NO.: 7 9
RIVERSIDE, CA. 92501 TOLL FREE I-800-2CE ALERT
0 Date: Izi5io� WFY Q1 l`.e_ � // t o3/z�10 43 14
(951) 320-7300 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
CITY ENGINEER R.C.E. 51152 DATE: 247
\\ora—filsrv01\u stnproj\200093\003\project—drawings\drainage\200093i25.dgn 12/7/2007 12:42:40 PM DFLTUSER
i
I
�
W
W i
. i l Z I j
i Q
Jai
SEWER MH I I I
R 1 NA, 1()49. 28
I NV:- 1033 19 I � 0�
151 ISE F ows f >
_ ST. STA. 342+95.28, 14.00 LT � INT (JURUPA AVE)
"E IN r=ROM N
8 i
8 �� rl_ IN FROM S i � � i i sa MANHOLE=STA. I +00. 00 INT LAT M I
80
63-
1I I I 1 INV= 1039.I
CATCH BASIN 541 PIPE
(C i 048. 80 + — I I� 8 ° r� I 'E 1 N FROM S b-nl
N = 1a45. 18, i i i ` �'' CATCH BASIN `� STA. I 02. 76
24' (S) /' I\ I +
1Nv=Ia42. I5 � BEGIN 18" RCP
i 1 '� ,' 24' cst \ LATERAL M
----=-------------------- '--------- =--=------- / I
I I
- - -
- I -- _ __ _. -- - - ... -
-L- = -------_ --=-=---___ - -- --------- -
j r ! F.
r—_ _- ------- -__---------------------------------
F
,
� j
,_ ; , � _ ;tom , i I � �'PB STLT ,{.}�.
M i �/�
•/ STLT � ., l'_T �:., ' Wv wYt f WM _ - - - _ _ U)
c.
i % II wV
,t ";�� wv I =JST. 342+99. 75 36. 45 RT co
Up_U�_A __ _ - _AVE UE
� __--' A'1 �_.
Q__L___ II ---w _ — w- — w--- --- w -_SETA.- -1+50.64 —
�I_______------_—'-__.._...__-------------------___---.---___-__-_-_--------__..____.__-_._______.------.00
��
_-.s_�____---____----s- ___ __s _._.__ _.«_____;,_ _ _1__ ._ ! ---_ __-------- -- ---- .___-_________-.-_- END I8 RCf�
4 RCP
w
_--------------------------____._____.------------------------ .--__.-__--__ _. _
W H Vii; _ F; r -- ------ -- T_ -- - - _..;1- _ - - - ---- - - -_ - - LATERAL MI
LU co
HH
- -
o' to W
-----------------------4--------- --_--r --_----4---- --'------ 1------------------------------- ______
��� 337 _s -r _.
'� 340 _
clx
_-_.-_._ - - - ;f -- _..._.. - - -- --S --.� - --- c
W SID SLum
ZLU
LU 24" SD
CD = { aNTaivA� / T lEl c NTANA: -
STL I
rP.
STLT
-U
~ I---EEI-L-'_ - _. UTI 1 ' T -'f r 1 pl " t - _ _. TEi E P - - - - �-
- -
-PAH
r (FONT A} iiTO
,i CATCH Ba I /ti I 1 aN T,1NA)
TC 104 9, > f v CATCl BAS i N
INV= ! 043. 96 Tc= 1 �4'+. ;!Z- i ST. 343+08. 55, 36. 47 RT CB (JURUPA AVE)AVE )
24' (N) INV=Ia45. �l F T4 [050. _I
TA. 1+50.60
'-
INV - , a45. a9 ' , ,_
24 (NETc�a Ba N, ,. (w) _ -- ------ ! W=21 0' V=4. 0'
C
85
�. � C 1 049.69
CATCH nc . j INv-L04. 64 TC= 1052. 66
Tc=la�Ga�
�I � i 24 {N)
NV , 046. I Imo'
24"`(E)
i
CATCH BASIN
N' -
I ..
TC=1051.10
CONSTRUCTION NOTES ; INV=I048.20
I 24" tN;
LEGEND
70 CONSTRUCT 18" RCP (D -LOAD) PER PROFILE -
-------- EXISTING STORM DRAIN PIPE
80 CONSTRUCT MANHOLE PER SPPWC STD. NO.320-I
PROPOSED STORM DRAIN PIPE
85 CONSTRUCT CURB INLET STRUCTURE PER
CITY OF FONTANA STD. PLAN NO. 3004 ----- EXISTING CATCH BASIN
O PROPOSED CATCH BASIN SCALE IN FEET
0 40 80 120
0 O REV. REVISION DESCRIPTION DATE ENGR. CITY DATE Prepared Under The Supery I s I on Of CITY OF F O N TA N A, CALIFORNIA
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT ,40912-
h'f QROFEss o JURUPA AVENUE STREET IMPROVEMENTS
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ``
WILLIAM °U"G z DRAWN 9Y: MM DRAINAGE &UTILITY PLAN �A`� I 11
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER. m
-HDR ENGINEERING INC DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO No. 5715 DESIGNED BY: STA 334+00 TO STA 345+45 DATE
2280 MARKET STREET, SUITE 100 BEFORE DAYS BEFORE
BRING THEM INTO CONFORMANCE WITH CONDITIONS Pup. DESIGNED
9, BJS 12/5/2007
YOU DIG
AND STANDARDS IN EFFECT. F o F C a��F ° CHECKED BY: APPROVED,�„Y: / DRAWING NO.: 7 9
RIVERSIDE, CA. 92501 TOLL FREE I-800-2CE ALERT
0 Date: Izi5io� WFY Q1 l`.e_ � // t o3/z�10 43 14
(951) 320-7300 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
CITY ENGINEER R.C.E. 51152 DATE: 247
\\ora—filsrv01\u stnproj\200093\003\project—drawings\drainage\200093i25.dgn 12/7/2007 12:42:40 PM DFLTUSER
i