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U1365.4 BOT. 12" WATER
SAN SEV 68' ROAD N m 1365.61 TOP 18" RCP SD 21 N45° 1245"E
16.65 LF.
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34 34 C
J4
10+00.00 WALNUT AVENUE= IST. 12" -� o �r, n cc " "
29+88.33 SAN SEVAINE ROAD STEEL WATER + r; ,^� LATERAL B =
:5 3 > o @10+00.0030+30.01 EXIST. 54" RCP
PER CITY OF FONTANA DWG NO. 2928
EXIST. 8" VCP SEWER
s
� 22 � v- "
EXIST. 54 R.C.P �ce EXIST. 8 VCP SEWS
11
N89°4928"W _ 7 N89°48'51 "W 4C00
��NNO,41*51-12'45"E 00 8.91 L.F. 25 27 EXIST. 54" R.C.P. SD e
- -7
+ 12.78 WATER XING
R o
1363.9 BOT. 12 WATER
10+00.00 LATERAL "C" _ `� I �) 1363.7,\TOP 24" RCP SD,
29+25.00 EXIST. 54" RCP PER CITY10+ 11.00 ENQ TRANSITION STRUCTURE=
OF FONTANA DWG NO. 2928 1 11� 2 , I BEGIN 24" R.C.P. LATERAL"C"
SAN SEVAM ROAD 10+09.00 BEGIN TRANSITION STRUCTURE S SEV ROAD
30 L= 2
BEGIN 2' REMOVAL OF EX 36" RCP
CONSTPUCTION NOTES
20 INSTALL 36" RCP (1350-D) 0 -CONSTRUCT CONCRETE ENCASEMENT PER DETAIL ON SHEET 1
21 INSTALL 18" RCP (1350-D) 27 SAWCUT REMOVE & REPLACE PAVEMENT PER CITY OF FONTANA STD DETAIL 131
/`
CONTRACT023 1 VERIFY LOCATION
AND ,l ! ,1 TO START
OF CONSTRUCTION.
30+65.36 CL CB 11
1371.11 TC
10+16.65 END 18" R.C.P.
LATERAL "B" (CBS 1)
W=14'
V=7.09'
10+00.00 WALNUT AVENUE=
29+88.33 SAN SEVAINE ROAD
r'
s e
N89°48 51 "W
SEE LATERAL "C"
HEREON FOR PLAN
AND PROFILE DATA
�- EXIST. 12" STEEL WATER
10+06.28
PROME
Q
L
T
-
BEGIN 36" RCP
45'00'01"
29,85'
15.74'
B
38.00'
10+00.00 LINE "A" =
29,85'
15.74'
m L
23
31 +25.57 EXIST. 54" RCP
HOS 1' = 40'
r,
PER CITY OF FONTANA DWG NO.
2928 4
�,
olo
o
+
A=45°
N
3 9*
VERT: in- 4'
10
o
11
D=54
10
11
R=1364.74
S=1364.70
SAN SEVAE
ROAD
10+11.90 WATER XING 26 L=13'
12" STEEL WATER
1369.4 BOT. 8" WATER
1368.8 TOP 18" RCP SD
REFER TO STREET IMPROVEMENT
SAN SEVAME ROADa
24
ROYAL
CREST WAY
PLANS FOR LOCAL DEPRESSIONS.
50'
34'
34'
j7f�IK=18'7'
25
25
EXIST. 8" VCP SEWER ---.
EWER
A¢
g
21
g
M
EXIST. 54" R.C.P. SD
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m
20
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2
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10+00.00 CORY PLACE=
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-
31+78.36 SAN SEVAINE ROAD
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PROPOSE
N 452'45" E
1
20
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A
32.23' L.F.
w
N
oN
13 w
w
Ja
W
w
30
w
28 10+12.73 WATER XING
1367.3 BOT. 12" WATER
1368.11 TOP 36" RCP SD
N
_
_ _
- s
s s
COSY PLACE
""
N89'47'1 "W
- - -
s s
_
o
^
N
Lr)
10+06.28
R
Q
L
T
-
BEGIN 36" RCP
45'00'01"
29,85'
15.74'
B
38.00'
10+00.00 LINE "A" =
29,85'
15.74'
m L
23
31 +25.57 EXIST. 54" RCP
I 27
r,
PER CITY OF FONTANA DWG NO.
2928 4
�,
olo
o
+
A=45°
N
3 9*
C=3.09'
o
o
D=54
I
R=1364.74
S=1364.70
SAN SEVAE
ROAD
EXIST.
12" STEEL WATER
Q
R
Q
L
T
A
38.00'
45'00'01"
29,85'
15.74'
B
38.00'
45°00'00"
29,85'
15.74'
22 REMOVE EXIST. 18" C.M.P. AND C.M.P. RISER
@--RELOCATE EXISTING 12" WATERLINE AS NECESSARY, PROVIDE 1' MIN. BASIS OF BEARINGS. -
23 CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD. PLAN 331-2 CLEARANCE AT CROSSING. SEE DETAIL ON SHEET 3
24 BEARINGS ARE BASED ON THE CENTERLINE OF HEMLOCK AVENUE, BEING THE EAST
29 CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD. PLAN 332-1 INSTALL 24" RCP (1350-D) LINE OF THE WEST 1/2 OF THE SOUTHEAST 1/4, SECTION 35, TOWNSHIP 1 NORTH,
25 CONSTRUCT TRANSITION STRUCTURE PER A.P.WA. STD. PLAN 340-1 30 REMOVE PORTION OF EXISTING STORM DRAIN, LENGTH AS SHOWN ON PLAN RANGE 6 WEST, SAN BERNARDINO BASE AND MERIDIAN, BEING NORTH 00'11'07" EAST
(USE STANDARD TO JOIN IX. 36" TO NEW 24 ; NO LATERAL CONNECTOR) AS SHOWN ON TRACT NO. 16009, MAP BOOK 285, PAGES 71 TO 74, OFFICIAL RECORDS
OF THE COUNTY OF SAN BERNARDINO.
Q O REV.DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF REQ ED
DENCHI
DWEO NOT CO F SCE PREPARED FOR:
- CALTRANS BENCHMARK N0. 8-17
WO YEARS OF THE DATE OF APMOVAL f M
N02 BRASS CAP IN CONCRETE S.C.E. TOWER LEG.
-VVVVVVVVA&A~UPROAN AND rAPOWn FORTH M A
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
801 CORPORATE CENTER DRIVE 343 N/0 HIGHLAND AVENUE, 0.2 MI. W/0
DMIGENT MAN= THE CITY EFrCSINEER MAY SUITE 201 SAN SEVAINE ROAD, IN SOUTH CONCRETE BASE
OF S.C.E. TOWER 19.5; 2.65 MI. W. ALONG
REQ REVISIONS TO PLANS TO POMONA, CA 91768-5641 HIGHLAND AVENUE FROM SIERRA AVENUE
B G 1 INTO CO. O CE VrM (909) 802-1154
COAI1'IO�IS AND STAT�'� EFFECT FAX (909) 802-1111
WON ph-A�I��s � r�U al, ELEVATI010T: 1428.6090
J �
3 �/
,i 6 11 + 8.92 CORY PLACE=
-'
R 10+00.00 ROYAL CREST WAY \ '
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- LO U-)
M,-bOt,t MD A990CIA�,�C . �
CTA' ale sui aov, oulAj?ly, 44 -17 C y- Q 1�`SS14
RECORD DRAWINGLIr
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN i t`O 36637'
PART, ON THE BASIS OF INFORMATION COMPILED AND 1'� .
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH se
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
A RESULT THEREOF. �a s
107
EMSTING UTILITIES
WATER: 12" STEEL PIPE PER FONTANA WATER COMPANY
STORM DRAIN: 54" RCP D-1350 TRACT NO. 16046, DWG. NO 2928
SEWER: 8" VCP EXTRA STRENGTH TRACT NO. 16046, DWG. 2927
Prepared By:
ES
ALLARD ENGINEERING �OQ�QFSSNq°"�l
�- J Mei FZ
Civil Engineering -Land Surveying -Land Planning
w_ 8253 Sierra AvenueZ3No. 43976
Fontana, California 92335 Uj Exp. 6/30/05
(909) 356-1815 Fax (909) 356-1795
Pjt 0 s
S :;9r C i v o-
David S. Hammer, A.C.E. 43976 Date F �F CAL, F O
(expires 6/30/2005)
GRAPHIC SCALE
101
( IN FEET )
1 inch = 40 ft.
CITY OF FONTANA., CALIFORNIA
ELLG OVE II COW If ITY PLAN
DRAWN BY: STOP H. DRAIN SCALE:
AE
DESIGNED BY: IROV NT ; ASS, TRACT 16269 DATE: AS NOTED
AE IN "A" LA S "A" " "t"C" AUGUST, 2003
CHECKED APPROV BY: DRAWING NO.:
CITY ENGINEER R.C.E. 51152 1 is
Filename: M: DWG 19201 STORM DRAIN SD-2.dwq