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VMAX -
I
LJJ CV
FS OVER CL
/ ,
L.F. 24" RCP
iE
EXIST. SURFACE —
12" WATER
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CCCC � • •
G:CC�
FUT. W,
— � STORM
S - 0.005
Line #
Length
Direction
L1
33.28'
■
6.33'
22.500
016°06'25"
3.18
C2
:CC
�
016°51'54"
3.34
DRAWING NO.
3
3
WENDE L. WATSUR EXP. - 18
R.C.E. 3 637
INSTALL 200.65 L F 24" RCP
.CC
G.
G
C
C
CICO
•
�IIC�IC
■
I:
C121
CCCC � • •
G:CC�
FUT. W,
— � STORM
S - 0.005
LU
oZa-
gyri — 0 -
CD CO
z
N I-- W
PROFILE
HORIZ 1"= 40'
VERT�11=4'
20 21 22 23 PLAN 1 "= 40' 24
SCALE IN FEET
*** NOTE:
PRIOR TO START OF CONSTRUCTION CONTRACTOR SHALL
POTHOLE TO VERIFY EXISTING LOCATION AND ELEVATION AT
CROSSINGS OF MWD AND WVWD WATER LINES AND SHALL NOTIFY
ENGINEER IMMEDIATELY OF ANY DISCREPANCIES.
ZpW —
J
=gyp
Ho+0 C/)
< v ---W CL ARBORETUM AVENUE
VV
i
7RAC 71
TRAM 19901
ARBORETUM AVENUE
STORM DRAIN LINE 1117"
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
Ir■N �A•,
DUNCAN CANYON ROAD
11UT.1 ErQ
cri
CC C -n
CD
Ij I
c n�
I'i I d I "' I r1
DUNCAN CANYON ROAD
0
25
SCALE: 1 " = 40'
I t Cement grout
capping at end of pipe
SECTION
(� PIPE
k laid lengthwise
and mortared
nside edge of R.C.P. groove
or end of pipe (if broken)
p��
I Cement grout capping
. .a
• Brick a mortar closure,
ELEVATION
PIPE CLOSURE -TYPE 11 B"
(Brick and Mortar)
NOTE:
I. Type °B° closure for °D° not larger than
36° unless approved or specified by the
Engineer.
2.See specifications for additional information.
O PIPE CLOSURE (TYPE B)
CONSTRUCTION NOTES
O INSTALL 24" R.C.P. STORM DRAIN (D -LOAD PER PROFILE).
O CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3013.
O CONSTRUCT PIPE CLOSURE (TYPE B) PER SAN BERNARDINO COUNTY FLOOD CONTROL
DISTRICT STD. PLAN 176.
Line Table
Line #
Length
Direction
L1
33.28'
6.8 CFS
6.33'
22.500
016°06'25"
3.18
C2
6.64'
22.550
016°51'54"
3.34
DRAWING NO.
3
3
WENDE L. WATSUR EXP. - 18
R.C.E. 3 637
INSTALL 200.65 L F 24" RCP
■
LU
oZa-
gyri — 0 -
CD CO
z
N I-- W
PROFILE
HORIZ 1"= 40'
VERT�11=4'
20 21 22 23 PLAN 1 "= 40' 24
SCALE IN FEET
*** NOTE:
PRIOR TO START OF CONSTRUCTION CONTRACTOR SHALL
POTHOLE TO VERIFY EXISTING LOCATION AND ELEVATION AT
CROSSINGS OF MWD AND WVWD WATER LINES AND SHALL NOTIFY
ENGINEER IMMEDIATELY OF ANY DISCREPANCIES.
ZpW —
J
=gyp
Ho+0 C/)
< v ---W CL ARBORETUM AVENUE
VV
i
7RAC 71
TRAM 19901
ARBORETUM AVENUE
STORM DRAIN LINE 1117"
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
Ir■N �A•,
DUNCAN CANYON ROAD
11UT.1 ErQ
cri
CC C -n
CD
Ij I
c n�
I'i I d I "' I r1
DUNCAN CANYON ROAD
0
25
SCALE: 1 " = 40'
I t Cement grout
capping at end of pipe
SECTION
(� PIPE
k laid lengthwise
and mortared
nside edge of R.C.P. groove
or end of pipe (if broken)
p��
I Cement grout capping
. .a
• Brick a mortar closure,
ELEVATION
PIPE CLOSURE -TYPE 11 B"
(Brick and Mortar)
NOTE:
I. Type °B° closure for °D° not larger than
36° unless approved or specified by the
Engineer.
2.See specifications for additional information.
O PIPE CLOSURE (TYPE B)
CONSTRUCTION NOTES
O INSTALL 24" R.C.P. STORM DRAIN (D -LOAD PER PROFILE).
O CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3013.
O CONSTRUCT PIPE CLOSURE (TYPE B) PER SAN BERNARDINO COUNTY FLOOD CONTROL
DISTRICT STD. PLAN 176.
Line Table
Line #
Length
Direction
L1
33.28'
N16° 33'27.77"W
Curve Table
Curve #
Length
Radius
Delta
Tangent
C1
6.33'
22.500
016°06'25"
3.18
C2
6.64'
22.550
016°51'54"
3.34
BENCH MARK: #6-7
SAN BERNARDINO COUNTY BENCHMARK #6-7.
A BRASS DISK AT THE SOUTHEAST CORNER OF
CASA GRANDE AVENUE AND SIERRA AVENUE.
ELEVATION: 1739.006'
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
QROF ESS/pNq
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, �_� �� T
it 3 No. 36637 c a
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Exp: 06-30-18 ,
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND -1- FICA
STANDARDS IN EFFECT.
BASIS OF BEARINGS:
THE BRG. NO. 89°59'31" E ALONG
THE CL SUMMIT AVE AS SHOWN
ON TR. NO. 16427-1, M.B.
296/7-11.
WDID NO.
PREPARED UNDER THE SUPERVISION OF:
CITY OF FONTANA, CALIFORNIA
STORM DRAIN IMPROVEMENT PLANS
MAD O L E 9302 PITTSBURGH AVE. SUITE 23 o
RANCHO CUCAMONGA, CA. 91730
PHONE 909.481.6322
gineering C mmunities for Lif, FAX 909.481.6320
DRAWN BY:
TS
ARBORETUM AVENUE
FROM STA: 18+00.00 TO 24+35.39
SCALE:AS SHOWN
DESIGNED BY:
DATE:
DA 7
TS
f
MARCH 2017
CHECKED BY:
WLI
APPROVEDBY: _ / ��
4 f��.. % f% ; 7/31 /2017
CITY ENGINEER R.C.E. 51152 DATE
DRAWING NO.
3
3
WENDE L. WATSUR EXP. - 18
R.C.E. 3 637