HomeMy WebLinkAbout3989-14.,--BUILDING
LINE TABLE
LINE
BEARING
2Z
LENGTH
L61
N 29'42'-7i'1 "
W
44.98'
L62
N Jl'18'07"
W
4535'
L6J
N 6245'18 "
E
2J.52'
164
N 62,55 „15"
E
29.26'
L65
N 45'0921 yaW
INLET GRATE PER A.P.W.A. STD. 210-2, SHEET 5
52-75'
L66
N 42-25'00
E
57-91'
L67
N 42`22'21'5
E
22.921
L68
N 47',37'59
E
15-50'
L69
N 64'20'5J"
W
CLEAN-OUT
L 70
N 2157'45"
E
29.68'
L'71
N 222�3;17°'
E��
.,--BUILDING
WALL
J-5, Typ
FF
2Z
iFO
PER A.P.W.A. STD, 210-2, SHEET 5
SIZE PER
706 INSTALL S.D. MANHOLE PER A.P.W.A. STD. PLAN J21-1, SEE SHT 6 AND LOCKING
UO INSTALL
M1 XIN:::
ROOF DRAIN
PER BUILDING-`
MANHOLE LIDS
PLUMBING PLAN
SCALE- 1 2
�REV. IREVISION
DESCRIP110N
In
14 CONSTRUCT GRATING CATCH BASIN -ALLEY PER .P. A. STD. PLAN J04-2, SHEET 2
AND DETAIL ON SHEET 7
85 INSTALL S.D. MANHOLE PER A.P.14I.A. STD. PLAN J20- 1, SEE SHT 6 AND LOCKING
0,29 CONSTRUCT JUNCTION STRUCTURE PER A. P. W.A. STD, PLAN J40-1, SHEET 7
MANHOLE LIDS
PER A.P.W.A. STD, 210-2, SHEET 5
706 INSTALL S.D. MANHOLE PER A.P.W.A. STD. PLAN J21-1, SEE SHT 6 AND LOCKING
UO INSTALL
4- SDR, 5 DRAIN PIPE S=0,010 MIN,
MANHOLE LIDS
PER A.P.W.A. STD. 210-2, SHEET ' 5
INSTALL S.D. MANHOLE PER A.P.WA. STD. PLAN 321-1 AND LOCKING
INSTALL
-N
ROOF DRAIN PER DETAIL SHEET 2
MANHOLE (CB)
INLET GRATE PER A.P.W.A. STD. 210-2, SHEET 5
X
) INSTALL
6- SDR55 STORM DRAIN S=0.010 MW
FS PER
oij 4" SDRJ5 STORM DRAIN CONNECTION FOR RETAINING WALL DRAINS WITH CAP.
I—GRADING PLAN
U4-1 4" CLEAN OUT PER DETAIL 11 ON SHT 6 FOR RETAINING MALL DRAINS.
Q
CLEAN-OUT
(, 6 8" DIA.
DECK DRAINS PER ARCHITECT DETAIL
SAME SIZE AS
ROOF DRAIN
E IN IFEET
,SCALSIDE
902 12 0'
PER PLAN
HENC14 MARK. # &4SIS OF BECWNGS:
CAL TRANS
6 X A41AI PER
BRASS rAPIN THE CDICRETE.MSE 5F THE V& N989 -W31 -E
THE SMITH LE6 DF AN SCE TWER A L HNG THE CL SUMMI T A VE
Cl VIL
PROJEC T D WG. 14 OF 3 1 D WG'os.
(31
STORM DR4Z.AI PLAN
343' NORTH LIF H16HUMB, 0.2 MI VEST AS SHL7VN,9N TR. NU
OF SAN SEVAINE RA, 2.655 MI VEST
Co
HF SIERRA A VE 16427-1, MR 29617-11.
TRACT
168643—SB— 16—PW-06
ELEVA 770N.- # 1429,609
1
N
DATE ENcR.1 ciry
DATE
Prepared Under The Supeson Ofs
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
NORTH FONTANA PARK
f
OF THE DATE OF APPROVAL SHOWN HEREON AND
760-A
DMWN BY.
15590 SUMMIT AVENUE SCALE:
In'
CARRIED FORTH IN A DILIGENT MANNER, THE CITY
C 66388
Ci
S. ROCHESTER AVENUE
ONTARIO, CA 91761
iv
—
O�/ 1 �=30'
A TE SY-ORY DRAIN PLAN -DATe
A.
ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO v(-
PHONE (909N 937-7151
1---l! I
NO V 1, 2005
BRING THEM INTO CONFORMANCE WITH CONDITIONS
0 Exp 6-30-06
A
a It e A,
CHECKED BY:
)oopgmw NO.:
AND STANDARDS IN EFFECT.
CA
RC# 66AO EXP. 6-30-0
RRA
a,
---------
CITY ENGINEER RaC.E. 51152 DATE
4
JA756-18751storm\sd03.dwa. 11/8/2005 6:24:02 PIM, Maddle