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H2ORIZ 1 - 40
_
9+00 10+00 11+00 12+00 13+00 14+0 LPLAN 1"= 40' 115+00 16+00 17+00
SCALE IN FEET
0 40 80 120 160
"KNOX" AVE.
KNOX" AVE.
LA WSON PEAK WAY
RED SPUR COURT
MO UN T PINES.
Toll FREE 1-800-227-2600
A. PUBLIC SERWCE BY UNDERGROUND SEAWCE ALERT
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REVISION DESCR/P770N
1ceaCDIcDDwo. Pm TXAGT
LOST HORSE DRIVE
SEE RIGHT
C FS:C=AL:E::F= 40'
MOUNT PINES WAY
SEE LEFT
6,
TRA C T No.
16427-4
65 66 PL LINE 7B" 68
3+76.81 B
MA TCH TME LO
� 36 RCP
1388.81 7v 0` iiu [ cJ.S. INT LAT B4
A=36'42" B=18" — --
`n W
PARK
�� �� 64 63 62 61
m
TRACT No.� m" " J
TRA C T No.
A ,� Ci �
4 10
16427-3 5 3 A 16427-4
IRON SPRING LANE
6
SEE SH
zQRgFET.
DRIVE
R ECO
CURVE Z LINE DATA TABLE
ITEM NO. DELTA/BEARING RADIUS LENGTH TANGENT
17002'35"
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17002'35"
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10.93'
_
N11042'35"E
-
_
-
_
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_
31.81'
-
N29042'18"E
-
19.49'
-
OI
1 •�rl
-
25.21'
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CONS TRUC T/ON NOTES
0—CONSTRUCT 36" DIA. R.C.P. D -LOAD PER PROF/LE.
a2 CONSTRUCT 30" DIA, R.C.P. D -LOAD PER PLAN.
0—CONSTRUCT 24" R.C.P. D -LOAD PER PROFILE.
(2>—CONSTRUCT 18" DIA. R.C.P. D -LOAD PER PROFILE.
O5 —CONSTRUCT CATCH BASIN PER A.P.WA. STD. PLAN 300-2. SEE SHEET 14.
O8 ---CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD.
PLAN 331-2,
W
SEE SHEET NO. 13.
i0 CONSTRUCT MANHOLE PER A.P.W.A. STD. PLAN 3204
SEE SHEET 13.
16427-3 5 3 A 16427-4
IRON SPRING LANE
6
SEE SH
zQRgFET.
DRIVE
R ECO
CURVE Z LINE DATA TABLE
ITEM NO. DELTA/BEARING RADIUS LENGTH TANGENT
L
c
C
G
C
c
'UP C
THESE RECORD DRAWINGS HAVE BEEN PREPARED IN G
PART, ON THE BA96� O INFORMATION COMPILED AND BENCH MARK. 18-17 BASIS OF BEAR/NGS
E ` ( FURNISHED ICY %S'ir� 'I'1 ( N RWILL NOT BE C
� CALTRANS BENCHMARK 8-17. A THE BASIS OF BEAR/NGS FOR THIS MAP
LINE BN, ESPOr**,�` FOIA ANY roRS OR OMISSIONS WHICH BRASS CAP /N THE CONCRETE BASE OF IS THE CL OF LYl7,E CREEK RD. �
Q'""�L S.'` NAVA E; EN IM1ICO�2PORATED INTO THE DOCUMENTS AS THE,SOUTH LEG OF AN SCE TOWER SHOWN AS N00'12 35 E ON REG�ORD
A RESULT THEREOF. 343 NORTH OF HIGHLAND 0.2 M/ WEST OF SURVEY'&P FlLED IN
OF SAN SEVA/NE RD., 2.6t M/ WEST R.S.B. 111199-10J
OF SIERRA AVE. T
ELEVA770N: 1428.609 T
A NA
E-
DA7E ENGR Carr DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of : CITYOFFONTANA, CALIFORNIA
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �eEss/ ti
QR �� /F , �AA�" � STORM DRAIN IMPROVEMENT .PLANS
�+,/ D
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE � � No. 36637 c � 10601 CHURCH STREET , STE. 107 PRAWN BY MA/KK TRACT NO. VSF2T-3 O[ 4 SCA E SHOWN c
Exp: 06-30-04 RANCHO CUCAMO GA, CA 91730
CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING PHONE 909 948-1311 DESIGNED BY. " " DA T
THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN TF C / i L O�`,\P EF ,LUNE O.: C
OFCAL\F ,�ofe � ¢ CHECKED B . APPR D BY DRAWING NO.: �
5 T
RCE 36637 EXP. 0 -3 -04 l
EFFECT 3516
WENDELL L. IWATSURU GB CITY ENG/NEER R.C.E. 51152 DTE 14
I
J:\126-1769\storm\sd05.dwa. 02/18/2004 06:24:19 PM. DM
17002'35"
45.00'
13.39'
6.74'
®
17002'35"
45.00'
13.39'
6.74'
OC
90000'00"
22.50'
35.34'
22.50'
OD
N29051'35"W
-
17.32'
-
OE
51048'48"
22.50'
20.35'
10.93'
�F
N11042'35"E
-
14.28'
-
OG
N16024'54"E
-
31.81'
-
OH
N29042'18"E
-
19.49'
-
OI
N83043'15"W
-
25.21'
-
L
c
C
G
C
c
'UP C
THESE RECORD DRAWINGS HAVE BEEN PREPARED IN G
PART, ON THE BA96� O INFORMATION COMPILED AND BENCH MARK. 18-17 BASIS OF BEAR/NGS
E ` ( FURNISHED ICY %S'ir� 'I'1 ( N RWILL NOT BE C
� CALTRANS BENCHMARK 8-17. A THE BASIS OF BEAR/NGS FOR THIS MAP
LINE BN, ESPOr**,�` FOIA ANY roRS OR OMISSIONS WHICH BRASS CAP /N THE CONCRETE BASE OF IS THE CL OF LYl7,E CREEK RD. �
Q'""�L S.'` NAVA E; EN IM1ICO�2PORATED INTO THE DOCUMENTS AS THE,SOUTH LEG OF AN SCE TOWER SHOWN AS N00'12 35 E ON REG�ORD
A RESULT THEREOF. 343 NORTH OF HIGHLAND 0.2 M/ WEST OF SURVEY'&P FlLED IN
OF SAN SEVA/NE RD., 2.6t M/ WEST R.S.B. 111199-10J
OF SIERRA AVE. T
ELEVA770N: 1428.609 T
A NA
E-
DA7E ENGR Carr DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of : CITYOFFONTANA, CALIFORNIA
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �eEss/ ti
QR �� /F , �AA�" � STORM DRAIN IMPROVEMENT .PLANS
�+,/ D
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE � � No. 36637 c � 10601 CHURCH STREET , STE. 107 PRAWN BY MA/KK TRACT NO. VSF2T-3 O[ 4 SCA E SHOWN c
Exp: 06-30-04 RANCHO CUCAMO GA, CA 91730
CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING PHONE 909 948-1311 DESIGNED BY. " " DA T
THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN TF C / i L O�`,\P EF ,LUNE O.: C
OFCAL\F ,�ofe � ¢ CHECKED B . APPR D BY DRAWING NO.: �
5 T
RCE 36637 EXP. 0 -3 -04 l
EFFECT 3516
WENDELL L. IWATSURU GB CITY ENG/NEER R.C.E. 51152 DTE 14
I
J:\126-1769\storm\sd05.dwa. 02/18/2004 06:24:19 PM. DM