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BC 14+64.71 16 CONSTRUCT 42" DIA. R.C.P. D -LOAD PER PROFILE.
MATCHLINE
78
-DOBBS PEAK LANE
SEE SHT. 4
it, /12-Ityll "Wkr.
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SS/
ESS/
E" OF CURTIS AVE S.D. j-CURhS AVE S.D. PER DRWG. NO. 3401 RE(NORD DRAWI rn U ly
LINE
N 36637
=V -wcam mm
PER DWG. -NO t ----- -
UR TIS -3 AVE:E---
Cl
wVnU DRAWINGS HAVE BEEN PREPARED, IN
PART, ON THE BASIS OF INFORMATION COMPILED ANDN, V
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE AS, 36 37 = BENCHMARK. j 8-17
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH -------- EU Ar CAI TRANS BENCHMARK
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
A RESULTTHEREOF. 00" BRASS CAP IN THE CO CRI
THE SOUTH LEG OF AN SC
343NORTH OF HIGHLAND
OF SAN SEVAINE RD., 2.6t
OF SIERRA AVE
4ltLt9 aEVA Rat L1428.606
DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT ESSl
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ��o�,�- wq,�F��
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE wNo. 36637 cr-r
CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING Exp: 06-30-04
THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS INC/CAV�
In c8
EFFECT
KA %
COLE r"VINT LANE REV REVISION DESa?1PnaV
IN [if WHE 1,
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
XE4WXD MCw. PVF- 7PACr /642'7- 3 Wl-Y
XP-VISED As 5HC-Wq
CURVE Z LINE DATA TABLE
Q.
ITEM NO. DELTA/BEARING RADIUS LENGTH TANGENT
A
3100128
22.50
12.18
I- PMUIAL
UNSHl. IZ 4-)
31001'28"
22.50'
JO" R.C.P.
6.24'
O
40000'00"
22.50'
35.34'
22.50'
OD
40000'00"
22.50'
35.34'
22.50'
OE
N69012'21"W
-
47.55'
-
OF
24020'46"
22.50'
9.56'
4.85'
L
N44051'35"W
17.53'
LA —4
OR
clq
N61'01'39"E
Uj
Prepared Under The Supervision Of
Cl T Y OF F WA NA CA L IFORNIA
L= 14.45'
zS
STORM DRAIN IMPROVEMENT PLANS
MADOIEAAV ASS= 7ES, AV
PROFILE ON
Q:
10601 CHURCH STREET , STE. 107
N
DRAW BY
MA KS
80
SCALE -
ASSHOWN,_
SHT 12
C
K
M,
EF
79
AUGUST 2003
c\
to
(n
CHECKED BY
APPRO D
ZA
DRAWING NO.:
3
RCE36637EXP. 06-30-04
C ENGINEER R.C.E. 51152 DA TEY
WENDELL L. IWATSURU
GB
y
CN
FLMUL. /,/ LU. t 14 / tIL/Ur\ MVIAMV. ., t t titiurx i L -m LILtria- --n Jtivrrlv vly J111 L.
D
15 0AISTRUCT C.S.P. INLET PER DETAIL ON SHT 12.
BC 14+64.71 16 CONSTRUCT 42" DIA. R.C.P. D -LOAD PER PROFILE.
MATCHLINE
78
-DOBBS PEAK LANE
SEE SHT. 4
it, /12-Ityll "Wkr.
w
SS/
ESS/
E" OF CURTIS AVE S.D. j-CURhS AVE S.D. PER DRWG. NO. 3401 RE(NORD DRAWI rn U ly
LINE
N 36637
=V -wcam mm
PER DWG. -NO t ----- -
UR TIS -3 AVE:E---
Cl
wVnU DRAWINGS HAVE BEEN PREPARED, IN
PART, ON THE BASIS OF INFORMATION COMPILED ANDN, V
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE AS, 36 37 = BENCHMARK. j 8-17
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH -------- EU Ar CAI TRANS BENCHMARK
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
A RESULTTHEREOF. 00" BRASS CAP IN THE CO CRI
THE SOUTH LEG OF AN SC
343NORTH OF HIGHLAND
OF SAN SEVAINE RD., 2.6t
OF SIERRA AVE
4ltLt9 aEVA Rat L1428.606
DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT ESSl
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ��o�,�- wq,�F��
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE wNo. 36637 cr-r
CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING Exp: 06-30-04
THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS INC/CAV�
In c8
EFFECT
KA %
COLE r"VINT LANE REV REVISION DESa?1PnaV
IN [if WHE 1,
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
XE4WXD MCw. PVF- 7PACr /642'7- 3 Wl-Y
XP-VISED As 5HC-Wq
CURVE Z LINE DATA TABLE
Q.
ITEM NO. DELTA/BEARING RADIUS LENGTH TANGENT
A
3100128
22.50
12.18
6.24
I
N
31001'28"
22.50'
12.18'
6.24'
O
40000'00"
22.50'
35.34'
22.50'
OD
40000'00"
22.50'
35.34'
22.50'
OE
N69012'21"W
-
47.55'
-
OF
24020'46"
22.50'
9.56'
4.85'
OG
N44051'35"W
17.53'
ct
C\
J.l 26-1769\storm\sdO3.dwa. 02/19/2004 09:23:27 AM. DM
I
N
BASIS OF BEARINGS -
4 THE BASIS OF BEARINGS FOR THIS AMP
CC
JASE OF IS THE CL OF LYT RD.
4E
WER SHOWN AS N00'12 35 E ON RE ORD
Ml WEST OF SURVE-YMAP FILED IN
VEST R.S.B. 111199-103
Prepared Under The Supervision Of
Cl T Y OF F WA NA CA L IFORNIA
PMFAREDJV ZhE OffiCE OF
STORM DRAIN IMPROVEMENT PLANS
MADOIEAAV ASS= 7ES, AV
10601 CHURCH STREET , STE. 107
N
DRAW BY
MA KS
TRACT NO. 16427-3
SCALE -
ASSHOWN,_
RANCHO CUCAMONGA, CA 91730
PHONE 9) 948-1311
C
DESIGNED BYLINE
DA TE'
EF
AUGUST 2003
c\
to
CHECKED BY
APPRO D
ZA
DRAWING NO.:
3
RCE36637EXP. 06-30-04
C ENGINEER R.C.E. 51152 DA TEY
WENDELL L. IWATSURU
GB
y
J.l 26-1769\storm\sdO3.dwa. 02/19/2004 09:23:27 AM. DM