HomeMy WebLinkAbout2421A-2r
6•
111
C
N
F
¢
QIP LI
2Y
:A
101 a CONSTAUC11ON NOTES,
1 +
w °' o CONSTRUCT " I.D.z c� J Lj o uCT a STEEL PIPE CML C PER _
o ^, uj �� +�" CITY OF FONTANA STD. SPECIFICATIONS.
+ � °° N �; N
+ `O 8 2 CONSTRUCT a" GATE VALVE PER STD. DWG. IN109.
� N ME � C�- �
N
Z �`� "3(}•— CONSTRUCT a TEE.
FOXBOROUGH 0<
DRIVECONSTRUCT a" X 45' ELBOW.
o=
i w 5�-- CONSTRUCT THRUST BLOCK PER STD. DWG. W106, W107.
1 41 u-
;' 42 I 40 1 39 I I I s
38 I 37 I 36 CONSTRUCT 1 A/V RELEASE VALVE PER STD. DWG. w11 7.
p It I► r, 10
w 12 3 O—CONSTRUCT 1M SERVICE LINE PER STD. DWG. # WIA TER 0 �� .,
ST'S• 1 I ipf 7 T1rP.) SIDEWALK i �___�
6+p0 9 i �� _ o (2)—CONSTRUCT 6 FIRE HYDRANT ASSEMBLY PER STD. DWG. W112.
in
F Xe __ •.
°R0v a ,+oo WATM LA LOCA' 9 N
G M ;� q N (D—CONSTRUCT 8 FLANGE AND BLIND FLANGE.
66.29' S" _ 48. LOT PROPOSED STATION AS BUILT STATION
51 1 ` - _ - - fe% - - _ " 1 0+69 @—REMOVE BLIND FLANGE, THRUST BLOCK, AND JOIN.
11 u+ N w /
M N
9 3 2+09g 1 ao ao w 2 1+59 O—CONSTRUCT 8" X 11-1/4s ELBOW.
�I N
4 3+14
@—CONSTRUCTS* ELBOW, ANGLES AS SPECIFIED.
w
SIDEWALK �' .0w
5 3+60
11 \ L 6 4+53 113.— PROVIDE 2" TOP OUTLET FOR TESTING, FLUSHING, AND DISINFECTION
ROW t 7 5+12 PIPELINE,
V11 1 i 2 i 3 1 IJ i o D 5+47
11 i i I I I 6 i 8 a. 36 4+98
V 11 � I 7
,1 1� Z 37 4+29
V t < 38 3+37
v 1 i� 39 2+92
r- J
Go N j 40 l+"
U') �< 41 1+35
+
'n 42 0+91
,r a. ► r. .rrr, amrrrrrrr. rr a. .rrrr, nrrrirrr
GRAPHIC SCALE
+• • n M a
( INFM)
1 inch = 40 tL
CURVE DATA
DELTA RADIUS LENGTH TANGENT
A 14'56'13" 351.00' 91.51' 46.01'
B 02017'26" 365.00' 1 14.59' 1 7.30'
in
o QROFESP /9
1►
35275 RECOMMENDED FOR APPROVAL -WATER ONLY
* Exp.9/30/99 * KRIEGER & STEWART, INC.
I
CA��F
R.C.E. f tOZO DATE: REVISIONS
CITY OF FONTANA, CALIFORNIA
PUBLIC WORKS DEPARTMENT
The .> jw Consulting Group L DRAWN BY
6 Morgan, Suite 100 &m
Irvine. ColJlbmb 92718 DESIGNED BY
SES
(714)587-3012 FAx (714)472-3178 CHECKED BY
PREPA ED DE E SUPERVISION Of: TAP
JOB N0.
DATE Rw DATETOMAS A. _ AE:—
WATER IMPROVEMENT PLANS Ste;
MANOR PLACE HORz•= 1'_4(Y
PLAN AND PROFILE VERT.: 1'-4•
STA. 0+12.3 TO STA. 5+54.83 DATE:
TRACT N0. 14571 & 14571-1 2/2/'97
APP�� p:j�G-�� �/n� DR. N0. SHT. N0.
CIN ENGINEER R.C.E.29"l-lA Z OFme
1 0
I