HomeMy WebLinkAbout3516-7•-•
-•
22.50'
35.26'
DELA MAR DRIVE
®
0 40 80 120 160
CONSTRUCTION NOTES
53.92'
11
OC
98035'49"
SEE SHEET
10
26.16'
N< W
t
p
T I
5
—
20' I 2Cf-.
N 8040'55" E
mp
1 —CONSTRUCT 36" DIA. R.C.P. D -LOAD PER PROFILE.
�W30
OZO+
I
w
N Q 3
22.50'
}
25.5 I 25.
48
kj
�a
@---CONSTRUCT 30" DIA. R.C.P. D -LOAD PER PLAN.
f�
J
c,
Q N 5
5' P. U. E.
a
1 51'
5' P. U. E.
3&—CONSTRUCT 24" R.C.P. D -LOAD PER PROFILE.SEEOS'��vETL10
+ZMo
o�Io
N 4,cna-II
11�V 2
7 10
LE ""
c:l,
4�CONSTRUCT 18" DIA. R.C.P. D -LOAD PER PROFILE.
s
10 12+26.10
C.L. MH
(D—CONSTRUCT CATCH BASIN PER A.P.W.A. STD. PLAN 300-2. SEE SHEET 14.
G
12+28.43 PCC
I
49
1CONSTRUCT TRANSITION STRUCTURE PER A.P.W.A. STD. PLAN 340-1,
TRACT
NO
i
16427-5
U
SEE SHEET NO. 14.
-
m- - - --
8—CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD. PLAN 331-2,
LINE �C"9N
9°51'5
// -
-- 11+28.48 8
JS INT A2
SEE SHEET NO. 13.
KNOX AVE. S.D.
"OFFSITE" LINE "C"
KNOX AVE. S.D.
SEE DWG. NO. 3401
RUBYPEAK LANE &
6'
9
Qi
a=40.14; R=1R" ^
C=3.53, D=36"
iTR. STA. 10+ 13.73
,L CB, A2
14 , V=5'
4 LAT. A-2
147.74 EC
PA RIC
1+74.51 BC
UOT oDSEMENT FD�NpS 005W
pN E UTIUIV— IN PUi SNOWY PEAK LANE
POOL t STD D , SEE SHT. 8
Aj
ROCK POINT LANE
LINE A
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REVISION DESCR/PAON
.-M&. F'OR.IVCr 16127-5 ONLY
10 CONSTRUCT MANHOLE PER A.P,W.A. STD, PLAN 320-1. SEE SHEET 13.
11 ONSTRUCT CONCRETE COLLAR PER A.P.W.A. STD. PLAN 380-2.
CURVE / LINE DATA TABLE
ITEM NO. DELTA/BEARING RADIUS LENGTH TANGENT
®
89047'38"
22.50'
35.26'
22.42'
®
10030'27"
294.00'
53.92'
11
OC
98035'49"
22.50'
38.72'
26.16'
N< W
t
p
Zp 0
k. l ,
21.76'
—
N 8040'55" E
mp
15.72'
�W30
OZO+
OOj
+
Z�O��
d +
22.50'
20.75'
11.18'
kj
�a
N 63°31'32" E
f�
J
c,
w
I� Q V w U
ZZ
+ZMo
o�Io
N 4,cna-II
11�V 2
7 10
Y�
II�QU
s
10 12+26.10
C.L. MH
'
12+28.43 PCC
TRACT
NO
i
16427-5
RUBYPEAK LANE &
6'
9
Qi
a=40.14; R=1R" ^
C=3.53, D=36"
iTR. STA. 10+ 13.73
,L CB, A2
14 , V=5'
4 LAT. A-2
147.74 EC
PA RIC
1+74.51 BC
UOT oDSEMENT FD�NpS 005W
pN E UTIUIV— IN PUi SNOWY PEAK LANE
POOL t STD D , SEE SHT. 8
Aj
ROCK POINT LANE
LINE A
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REVISION DESCR/PAON
.-M&. F'OR.IVCr 16127-5 ONLY
10 CONSTRUCT MANHOLE PER A.P,W.A. STD, PLAN 320-1. SEE SHEET 13.
11 ONSTRUCT CONCRETE COLLAR PER A.P.W.A. STD. PLAN 380-2.
CURVE / LINE DATA TABLE
ITEM NO. DELTA/BEARING RADIUS LENGTH TANGENT
®
89047'38"
22.50'
35.26'
22.42'
®
10030'27"
294.00'
53.92'
27.03'
OC
98035'49"
22.50'
38.72'
26.16'
OD
N89°21'26"W
—
21.76'
—
N 8040'55" E
—
15.72'
—
OF
52050'38"
22.50'
20.75'
11.18'
OG
N 63°31'32" E
—
19.05'
—
1�
F�
G
C
C
s c
BENCHMARK. — BASIS OF BEAR/NGS C
CAL TRANS BENCHMARK 8-1Z A THE BASIS OF BEAR/NGS FOR THIS MAP w jr THESE RECORD DRAWINGHAVE C��N P PA o, IN c
BRASS CAP /N THE CONCRETE BASE OF IS THE CL OF LYTt,E REEK RD. �i = Ivo. 3 37 °" PART ON THE BASIS OF INFORMATION COMPILED AND r
THE SOUTH LEG OF AN SCE TOWER SHOWN AS N00'12 35 E ON REG�ORD ( FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
343' NORTH OF HIGHLAND 0.2 M/ WEST OF SURVEY AMP BLED IN � �x� r � RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
OF SAN SEYA/NE RD., 2Xt M/ WEST R.S.B. 111199-10.3 HAVE BEEN INCORPORATED INTO THIS DOCUMENTS AS c
OF SIERRA AVE. J RESULT THEREOF.,
ELEVA110N: 1428,609 T
DATE 0GR. CITY DATE
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of Cl TY OF FOVTANA, CALIFORNIA �
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ���I �Fti a�acEAAAD TE4 77E OFRCE A STORM DRAIN IMPROVEMENT PLANS
DRAWN BY
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE No. 36637 c ; 10601 CHURCH STREET , STE. 107 TRACT NO. 16427-5 SCALE C
RANCHO CUC MO GA, CA 91730 MA/KK AS SHOWN c
CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING �r Exp: 06-30-04 PHONE �909� 948-1311 DESIGNED BY- DATE.• �
EF L 141 7A" JULY 2003
THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN 9TFOFCA�\F°�� P�-z ate : /�® CHECKED B APPRO - BY. DRAWING NO: T
EFFECT RCE 36637 EXP. 0 —30-04 2 � � 3516
V WENDELL L. IWATSURU GB ClTY ENGINEER R.C.E. 51152 DATE 14
J:\126-1769\storm\sd07.dwa. 02/18/2004 06:30:23 PM. DM