HomeMy WebLinkAbout3213-5... ......
- --- ---- -
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7,
7 7 -1 4-
-17
CONCRETE SI- LE BOX PER DETAILS ON SHT 12
F_
. ..... .. . . I
12' 9' CAST—IN—PLACE R-E[RFORCED
44!56 1 03 if
CONCRETE SINGLE BOX P R-DiETAIL.S ON SK 12
......
CONST.
.. .... .
44�56'03"
........ ...... .
A
. ..... - - -- ------- - -
.....
CONST.
JUNCTION STRUCTURE—PIPE TO RCB, PER A.P.W.A. STD. 334-1
45.00'
CONST.
TRANSITION STRUCTURE—SiNGLE RC13 TO
4 ..... . . ... .
SINGLE
:7-- 7_ j':
13.43' - - -
T
. . .... . .. ---4
4-4-5 6'03"
45.00'
-- - --- -----
_7
-t--- 4-1 ___f
E.
. . . ....... ....
. .. .. ... .....
. .... . ...
-A
. ....... ...
4--
T
4__
.
LL
CONCRETE COLLAR PER A.P.W.A STD. 380-2
. ......
---- ----- _- -_ ----
----. .....
J::_
E)KISTING IMPROVEMENT IN PLACE.
77
- -----+
7,
30" R.C.P. D—LOAD PER PLAN.A
SCALE
1 "=40�
. .. ........
4
::71-
10601
RANCHO CUCAMONGA, CA 91730
DLS/DJ
MPSD LINk- 8 PHASE 2
DESIGNED BY-
----------
Expi 9-30-05 PHONE (909) 948-1311
A,-
FROM *332 Irl -190 KNOX AVE.
,I clvl\-
-4-f
LP/ATS
TO 11432' kh K14OX AVE.
--:T . . . .......
- ---------
L. . ... .. .
4zl rl�,
CD
1114
+
&=4
�
m
C
_I ,*
e �7RUCII'N N'TES
LENGTH TANGENT
CONST.
. .. . ... . ..
_4�
7--
CONCRETE SI- LE BOX PER DETAILS ON SHT 12
72.74' - - -
CO -NST.
12' 9' CAST—IN—PLACE R-E[RFORCED
44!56 1 03 if
CONCRETE SINGLE BOX P R-DiETAIL.S ON SK 12
27.67' - - -
CONST.
.. .... .
44�56'03"
CONST.
JUNCTION STRUCTURE—PIPE TO RCB, PER A.P.W.A. STD. 333-1
N 89*37'36- W ON A MAP FILED IN BOOK 88
CONST.
JUNCTION STRUCTURE—PIPE TO RCB, PER A.P.W.A. STD. 334-1
45.00'
CONST.
TRANSITION STRUCTURE—SiNGLE RC13 TO
4 ..... . . ... .
SINGLE
:7-- 7_ j':
13.43' - - -
.. ..... ---
PIPE CLOSURE TYPE �y Byy PER SAN BERNARDINO COUNTY Al
4-4-5 6'03"
45.00'
7
4
_7
.
. .... . ...
24" R.C.P. D—LOAD PER PLAN
. ....... ...
--------
Q0
.
LL
CONCRETE COLLAR PER A.P.W.A STD. 380-2
STORM
R' A I N � Mi"'I"R"O E M E N T P L A
D` V
J::_
E)KISTING IMPROVEMENT IN PLACE.
77
- -----+
4zl rl�,
CD
1114
+
&=4
�
m
C
_I ,*
e �7RUCII'N N'TES
LENGTH TANGENT
CONST.
11' X 9' CAST— 11"N —PLACE RE110FOi
45*0,3'57"
CONCRETE SI- LE BOX PER DETAILS ON SHT 12
72.74' - - -
CO -NST.
12' 9' CAST—IN—PLACE R-E[RFORCED
44!56 1 03 if
CONCRETE SINGLE BOX P R-DiETAIL.S ON SK 12
27.67' - - -
CONST.
MANHOLE—CONCRETE BOX STORM DRAIN PER A.P.W.A. STD. 323-1
44�56'03"
CONST.
JUNCTION STRUCTURE—PIPE TO RCB, PER A.P.W.A. STD. 333-1
N 89*37'36- W ON A MAP FILED IN BOOK 88
CONST.
JUNCTION STRUCTURE—PIPE TO RCB, PER A.P.W.A. STD. 334-1
45.00'
CONST.
TRANSITION STRUCTURE—SiNGLE RC13 TO
4 ..... . . ... .
SINGLE
7 7-1-11--
13.43' - - -
CONST.
PIPE CLOSURE TYPE �y Byy PER SAN BERNARDINO COUNTY Al
4-4-5 6'03"
45.00'
7
4
CONTROL DISTRICT STD S.P. 176A
.
. .... . ...
24" R.C.P. D—LOAD PER PLAN
.... .... ...
CONST.
4
.4
CONCRETE COLLAR PER A.P.W.A STD. 380-2
STORM
R' A I N � Mi"'I"R"O E M E N T P L A
D` V
J::_
E)KISTING IMPROVEMENT IN PLACE.
CHURCH STREET, STE. 107
CONST.
30" R.C.P. D—LOAD PER PLAN.A
SCALE
1 "=40�
7.
4
::71-
10601
RANCHO CUCAMONGA, CA 91730
DLS/DJ
MPSD LINk- 8 PHASE 2
DESIGNED BY-
DA ff:
Expi 9-30-05 PHONE (909) 948-1311
A,-
FROM *332 Irl -190 KNOX AVE.
,I clvl\-
-4-f
LP/ATS
TO 11432' kh K14OX AVE.
NOV. 2003
CA
Date
V - %�Jt -U ------ - 3-
AI?7�ROVED BY:
DRAtING NQ:
5
-1 -4
RCE 62183 EXP. 9-30-05
(q ATS/MJG
3213
+
CITY ENGIN R �C�.. 51152 DATE
q-
.
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. ... ......
A-17,
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4 --------
AT
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t
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_71L. ___L:
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L7,
- 177 _7___
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-- ---- -----
......... .
_77
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.......
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+ .... ........ .. 1-1111 ...... .. I .....
4- .... .....
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-- ---- ---
- - - --------
-A,
7-7 IL
A-
5 00 3 d- 0 0
4zl rl�,
CD
1114
+
&=4
�
m
C
_I ,*
e �7RUCII'N N'TES
LENGTH TANGENT
CONST.
11' X 9' CAST— 11"N —PLACE RE110FOi
45*0,3'57"
CONCRETE SI- LE BOX PER DETAILS ON SHT 12
72.74' - - -
CO -NST.
12' 9' CAST—IN—PLACE R-E[RFORCED
44!56 1 03 if
CONCRETE SINGLE BOX P R-DiETAIL.S ON SK 12
27.67' - - -
CONST.
MANHOLE—CONCRETE BOX STORM DRAIN PER A.P.W.A. STD. 323-1
44�56'03"
CONST.
JUNCTION STRUCTURE—PIPE TO RCB, PER A.P.W.A. STD. 333-1
N 89*37'36- W ON A MAP FILED IN BOOK 88
CONST.
JUNCTION STRUCTURE—PIPE TO RCB, PER A.P.W.A. STD. 334-1
45.00'
CONST.
TRANSITION STRUCTURE—SiNGLE RC13 TO
N
SINGLE
RCI3 PER A.P.W.A. STD. 341-1
13.43' - - -
CONST.
PIPE CLOSURE TYPE �y Byy PER SAN BERNARDINO COUNTY Al
4-4-5 6'03"
45.00'
FLOOD
CONTROL DISTRICT STD S.P. 176A
00-63t7u
CONST.
24" R.C.P. D—LOAD PER PLAN
CONST.
36" R.C.P. D—LOAD PER PLAN. Al
CONST.
CONCRETE COLLAR PER A.P.W.A STD. 380-2
STORM
R' A I N � Mi"'I"R"O E M E N T P L A
D` V
PROTECT
E)KISTING IMPROVEMENT IN PLACE.
CHURCH STREET, STE. 107
CONST.
30" R.C.P. D—LOAD PER PLAN.A
SCALE
1 "=40�
...........
FINISH' SURI OVE
F::::
--A
P I P 4— 7-
-----------
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T ------- - -- - --------
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0
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7-
0
V)
LLj Uj
------ - - ------
4-
_T_
4-_
------ 77
- - -------- - - -----
7777�,_777-7
t
HGL"
UUO
7�
0- �mft J7 7-7 41
77 1�
7
4
0
--t-7 -----'--PR0P. 1-0" SEkqER 5
+
4 - ---------
A— il ......
PER DW.G. NO. 36c, rq 0
- - ----- -------
7,77—
:L
V1/ -------- 4-
.. ... . . . . ........
T__
own"
_:=_F_ -T:: -4
+ 4
PS
m
2-6.0
t — --- ---
---- ---- -- 4
>
0124
------ 77, L
M=-- Ui
z f
R -_A 0
0
-- ---------
< < . .....
af _7-
. . ....... ...
- ------ ....... . . ---- -- ---- -----
=4-- 7
A--
----- - ---- --
-4
-- ---- T7 -T
2-
"1 0 &M L 9 5.00 LF I I
77777:
_j ---- - ------
ILE
EFF
I
HORIZ 1 --:::---,:,,40
A
-71
- --- -- ----- 7 777�
VERT 1
0
PLAN 1 4:0'
5 0 0 +0"' 0 5006+00 5007+00 -, 81, i�8 +0
SCALE IN FEET
0 40 810 120 160
EXIST. R/W
EXIST. SIDEWALK
EXIST. CURB & GUTFER
CATCH BASINS PE
CITY DWG 3241-1
00
Of
C) CD 0-
+ +
5 7
CD LJ
0=111 iff M a
U-) uo
E %e 0%90` 0 uw"'
LJRAW
i4l
IN
a Pff
gt
4]
Ew
__T 4
L0 ---- --------
E 4
-4-
7
. . . . .......
. . . . . . . . . . 'IF __ I - �1111 ---
7-- L _7-7 7-, --------- --- --
AJ
_4
L
Lo c)
*CONTRACTOR TO VERIFY LOCATIO ... .......... ... ... . 04 -- - ----- - ----- ...... .. - ----- . ..... .. . ....... .....
---- ------- + + ------ . .... ....... .. . . .....
_17
PRIOR TO BEGINNING `,-�CoONSTRUCT ON
LN 77t7777t=
Q3W . .......
- ---------- i___ ------
7_�
I d"ft. 4
4L.
__J
L
0.100 -.7
16
T
4
------- -- - ------
------- - -----
APS B . .....
.... .. ....
_,A
---- --- ---- ---
t
Z5 701: t9' + 0 0 ouw+00 5 9 1 + ur" 0 5 9 2" + 00 5 93 + 0 ut" 5�`34 + 0 0
CURVE- ./,-,.,,,LINE DATA TABLE
ITEM N,
DELTA/BEARING RADIUS
LENGTH TANGENT
_�A�
N
45*0,3'57"
00-�202m - 01�
we
72.74' - - -
m
N
44!56 1 03 if
E
27.67' - - -
N
44�56'03"
E
25.90'
N 89*37'36- W ON A MAP FILED IN BOOK 88
-33* 17'06"
45.00'
26.14' 13.45'
FROM SIERRA AVE.
N
-4 ""J"
0-3,
E - - -
13.43' - - -
1428i
4-4-5 6'03"
45.00'
35.29' 18.61
00-63t7u
W
12.74'
igy
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
STORM
R' A I N � Mi"'I"R"O E M E N T P L A
D` V
N",
PQ
UUO
7�
0- �mft J7 7-7 41
77 1�
7
4
0
--t-7 -----'--PR0P. 1-0" SEkqER 5
+
4 - ---------
A— il ......
PER DW.G. NO. 36c, rq 0
- - ----- -------
7,77—
:L
V1/ -------- 4-
.. ... . . . . ........
T__
own"
_:=_F_ -T:: -4
+ 4
PS
m
2-6.0
t — --- ---
---- ---- -- 4
>
0124
------ 77, L
M=-- Ui
z f
R -_A 0
0
-- ---------
< < . .....
af _7-
. . ....... ...
- ------ ....... . . ---- -- ---- -----
=4-- 7
A--
----- - ---- --
-4
-- ---- T7 -T
2-
"1 0 &M L 9 5.00 LF I I
77777:
_j ---- - ------
ILE
EFF
I
HORIZ 1 --:::---,:,,40
A
-71
- --- -- ----- 7 777�
VERT 1
0
PLAN 1 4:0'
5 0 0 +0"' 0 5006+00 5007+00 -, 81, i�8 +0
SCALE IN FEET
0 40 810 120 160
EXIST. R/W
EXIST. SIDEWALK
EXIST. CURB & GUTFER
CATCH BASINS PE
CITY DWG 3241-1
00
Of
C) CD 0-
+ +
5 7
CD LJ
0=111 iff M a
U-) uo
E %e 0%90` 0 uw"'
LJRAW
i4l
IN
a Pff
gt
4]
Ew
__T 4
L0 ---- --------
E 4
-4-
7
. . . . .......
. . . . . . . . . . 'IF __ I - �1111 ---
7-- L _7-7 7-, --------- --- --
AJ
_4
L
Lo c)
*CONTRACTOR TO VERIFY LOCATIO ... .......... ... ... . 04 -- - ----- - ----- ...... .. - ----- . ..... .. . ....... .....
---- ------- + + ------ . .... ....... .. . . .....
_17
PRIOR TO BEGINNING `,-�CoONSTRUCT ON
LN 77t7777t=
Q3W . .......
- ---------- i___ ------
7_�
I d"ft. 4
4L.
__J
L
0.100 -.7
16
T
4
------- -- - ------
------- - -----
APS B . .....
.... .. ....
_,A
---- --- ---- ---
t
Z5 701: t9' + 0 0 ouw+00 5 9 1 + ur" 0 5 9 2" + 00 5 93 + 0 ut" 5�`34 + 0 0
CURVE- ./,-,.,,,LINE DATA TABLE
ITEM N,
DELTA/BEARING RADIUS
LENGTH TANGENT
_�A�
N
45*0,3'57"
W - - -
72.74' - - -
N
44!56 1 03 if
E
27.67' - - -
N
44�56'03"
E
25.90'
N 89*37'36- W ON A MAP FILED IN BOOK 88
-33* 17'06"
45.00'
26.14' 13.45'
FROM SIERRA AVE.
N
-4 ""J"
0-3,
E - - -
13.43' - - -
1428i
4-4-5 6'03"
45.00'
35.29' 18.61
00-63t7u
W
12.74'
w___14 V=O
Rm REVISION 013CRIPTION DATE ENCR. CITY
DATE
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NO
REVISED GAS, WATER & SEWER LINES
ADDED ELECTRICAL LINE AND SD CONNECTIONS COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
REV. LAT. "E" AND' ADDED LATERALS L, M, N SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
0, P & R THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
rVIC'T nni C' Tn Or
FmT W W d 0 WR im 10 ff 57 F%TP-D M
MIME*
10-1
mwl
�yj
SEWN MARK: 8-17 CALTRANIS
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS MAP IS THE
BRASS CAP IN CONCRETE S.C.E.
TOWER LEG,343 N/0 HIGHLAND
SOUTH LINE OF THE NORTHEAST QUARTER OF
SEC. 26, TOWNSHIP 1 NORTH, RANGE 6 WEST
AVE., 0.20 Mi. W/O SAN SEVAINE RD., SAN BERNARDINO MERIDIAN SHOWN AS
2.65 MI. W. ALONG HIGHLAND AVE.,
N 89*37'36- W ON A MAP FILED IN BOOK 88
FROM SIERRA AVE.
PAGES 36 THROUGH 42, INCLUSIVE, OF SURVEY,
1428i
RECORDS OF SAN BERNARDINO COUNTY.
Prepared Under The Supervision Of
UTY '0%F FONTANA, CALFORNA
igy
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
STORM
R' A I N � Mi"'I"R"O E M E N T P L A
D` V
N",
PQ
CHURCH STREET, STE. 107
DRAV Ri BY-
'NUE
cUMMIT AVE
SCALE
1 "=40�
P4
:2�
fV < No. 62183 X
10601
RANCHO CUCAMONGA, CA 91730
DLS/DJ
MPSD LINk- 8 PHASE 2
DESIGNED BY-
DA ff:
Expi 9-30-05 PHONE (909) 948-1311
A,-
FROM *332 Irl -190 KNOX AVE.
,I clvl\-
LP/ATS
TO 11432' kh K14OX AVE.
NOV. 2003
CA
Date
CHECKED BY;,
AI?7�ROVED BY:
DRAtING NQ:
5
RCE 62183 EXP. 9-30-05
(q ATS/MJG
3213
12
CITY ENGIN R �C�.. 51152 DATE
J:\652-1452\storm\sd-Dh2-05Delta 1.dwa. 1/6/2005 10:22:37 AM. Dawn, 0"n