HomeMy WebLinkAbout2333-W-31.) PROVIDE FLANGE, BLIND FLANGE,
TEMPORARY THRUST BLOCK AND 2" TOP
OUTLET FOR HYDRO TESTING AND
DISINFECTION A MINIMUM OF 5'
FROM CONNECTION POINT.
2.) AFTER COMPLETION OF TESTING,
DISINFECTION AND ACCEPTANCE
BY THE CITY, THE BLIND FLANGE
AND THRUST BLOCK SHALL BE
REMOVED AND CONNECTION PIPING
SHALL BE INSTALLED. THE CONNECTION
PIPING SHALL BE SWABBED WITH
A CHLORINE SOLUTION.
�., ids .. :. iii;.; i A C; ! W!1
............ - -- .. ------ ..........................
............ ------------------- ..........._..-
1. ;... �
8" WATER MAIN IN HUNTMASTER LANE
TO BE BUILT PER TR. 14274-1(PHASE 1)
SEE SHEET N0. 4
N ROUNDUP LN
5 3 2 2 2 8+ 08.87
z =17+ 82.80
TENDERFOOT DR
C
n
0 /
F
PROVIDE FOR PHASE 1 & 2 PER 7
N
NOTES 1 & 2 THIS SHEET. �`'' PROPOSED -
55.8 BOTTOM 8"W
54.6 TOP 8its
:.........
PHASE 1 CONSTRUCTION
Me
SEE CONSTRUCTION PHASING
PLAN ON SHT. 2
PHASE 1 CONSTRUCTION
WON
SEE CONSTRUCTION PHASING
PLAN ON SHT. 2 ROUNDUP LANE
FL
� �' Sl p�R
1,
?40. 052312
• �, �Ir I2 31 q$ }�
V1
F CALF
RECOMMENDED FOR APPROVAL -WATER ONLY
KRIEGER & STEWART, INC.
R.C,E.
AR(--_CO3R,n7
9-1E= WIFOR�Ap yI()NI %
ANI
nii1J•` ({F: ':/F; . i! D
TO
iJ`;E 01' C'.:j
�;t,_� N!,'_> JLrANI !t` Nk !.. L' } ''-��� (�;��
FACIL)IN LOCATIONS Cin O 'FICTIONS. ALL AEO\)
(.1_1�'0LJN0 FACILITIESGr'n!\! 13E I;F-Anl!-Y SEEM ANQ VE;<IFleD
BY THE PARTIES THAT IiNTE:INLYTO USE SHIME.
7—(b—'J_ U I RECORD DRAWIN6
DATE I REVISIONS
1.) PROVIDE FLANGE, BLIND FLANGE,
TEMPORARY THRUST BLOCK AND 2" TOP
OUTLET FOR HYDRO TESTING AND
DISINFECTION A MINIMUM OF 5'
FROM CONNECTION POINT.
2.) AFTER COMPLETION OF TESTING,
DISINFECTION AND ACCEPTANCE
BY THE CITY, THE BLIND FLANGE
AND THRUST BLOCK SHALL BE
REMOVED AND CONNECTION PIPING
SHALL BE INSTALLED. THE CONNECTION
PIPING SHALL BE SWABBED WITH
A CHLORINE SOLUTION.
-PROPOSED
STORM DRAIN
t .. .., ., .. �\'. :'•i :.i is ���:.
1
SEWER
n
CONSTRUCTION NOTES
0
DESCRIPTION
Z
(D_
CONSTRUCT
8"
I.D. STEEL PIPE CML & C
O
CONSTRUCT
PROPOSED -
GATE VALVE PER STD. DWG. W109
STORM DRAIN
CONSTRUCT
8"
Z
6
55.8 BOTTOM 8"W
54.6 TOP 8its
:.........
PHASE 1 CONSTRUCTION
Me
SEE CONSTRUCTION PHASING
PLAN ON SHT. 2
PHASE 1 CONSTRUCTION
WON
SEE CONSTRUCTION PHASING
PLAN ON SHT. 2 ROUNDUP LANE
FL
� �' Sl p�R
1,
?40. 052312
• �, �Ir I2 31 q$ }�
V1
F CALF
RECOMMENDED FOR APPROVAL -WATER ONLY
KRIEGER & STEWART, INC.
R.C,E.
AR(--_CO3R,n7
9-1E= WIFOR�Ap yI()NI %
ANI
nii1J•` ({F: ':/F; . i! D
TO
iJ`;E 01' C'.:j
�;t,_� N!,'_> JLrANI !t` Nk !.. L' } ''-��� (�;��
FACIL)IN LOCATIONS Cin O 'FICTIONS. ALL AEO\)
(.1_1�'0LJN0 FACILITIESGr'n!\! 13E I;F-Anl!-Y SEEM ANQ VE;<IFleD
BY THE PARTIES THAT IiNTE:INLYTO USE SHIME.
7—(b—'J_ U I RECORD DRAWIN6
DATE I REVISIONS
1.) PROVIDE FLANGE, BLIND FLANGE,
TEMPORARY THRUST BLOCK AND 2" TOP
OUTLET FOR HYDRO TESTING AND
DISINFECTION A MINIMUM OF 5'
FROM CONNECTION POINT.
2.) AFTER COMPLETION OF TESTING,
DISINFECTION AND ACCEPTANCE
BY THE CITY, THE BLIND FLANGE
AND THRUST BLOCK SHALL BE
REMOVED AND CONNECTION PIPING
SHALL BE INSTALLED. THE CONNECTION
PIPING SHALL BE SWABBED WITH
A CHLORINE SOLUTION.
-PROPOSED
STORM DRAIN
t .. .., ., .. �\'. :'•i :.i is ���:.
1
u�RAVUIi
CITY OF FONTANA, CALIFORNIA
Hall & Ilm"DRAWN
lbre� Inc.
ir A Civil Engineering - Planning - Surveying • Public Works
13821 Newport Ave,, Suite 200 - Tustin, CA 92680-7803 • 714/544-3404
PREPARED UNDER THE SUPERVISION OF:
� 4-24-9:5-
H C. HOGAN .C.E. 26229 DATE:
CONSTRUCTION NOTES
ITEM
DESCRIPTION
(D_
CONSTRUCT
8"
I.D. STEEL PIPE CML & C
O
CONSTRUCT
8"
GATE VALVE PER STD. DWG. W109
3O
CONSTRUCT
8"
TEE
iJ5
CONSTRUCT
THRUST BLOCK PER STD. DWG. W106, W107
O
CONSTRUCT
6"
FIRE HYDRANT ASSEMBLY PER STD. DWG. W112
13
CONSTRUCT
12"
X 8" REDUCER (ECCENTRIC— TOP FLAT)
14
CONSTRUCT
6"
PVC (SCH. 40) SLEEVE.
15
CONSTRUCT
1"
A/V RELEASE VALVE PER STD. DWG. W117.
0
u�RAVUIi
CITY OF FONTANA, CALIFORNIA
SCALE:
1 "= 40'
DATE:
SHT. NO.
W 3OF11
04— 2.5-- 95 10: 41: 02
C: \44,39\U TI LI TY\4439 W00•
Hall & Ilm"DRAWN
lbre� Inc.
ir A Civil Engineering - Planning - Surveying • Public Works
13821 Newport Ave,, Suite 200 - Tustin, CA 92680-7803 • 714/544-3404
PREPARED UNDER THE SUPERVISION OF:
� 4-24-9:5-
H C. HOGAN .C.E. 26229 DATE:
BY WATER IMPROVEMENT PLANS
VM S
HUNTMASTER LANE
DESIGNED BY STA 10+39.30 TO STA 11+92.09
VMS ROUNDUP LANE
CHECKED BY STA 8+08.87 TO STA 9+48.00
TRACT NO. 14274 & 14274-1
II 26
qG
JOB N0. APPROVED: DR. N0.
r
4CITY ENGINEER, R.C.E. 25126 DATE
cis. cITYC_j
ROYAL DATE APPROVAL DATE
SCALE:
1 "= 40'
DATE:
SHT. NO.
W 3OF11
04— 2.5-- 95 10: 41: 02
C: \44,39\U TI LI TY\4439 W00•