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CONST. 308.94 L.F. - 8" (EXTRA STRENGTH) V.C.P. SEWER PIPE
PER DWG_N0. 1864
S=0.0050
EX. 10" V.C.P. SS
J CONNECT �TO�
' EX. MANHOLE ocq 00.
OW>;('6 >; �WZ
N a- Z_ W Z O d—
+� +� +ao
z d O M
Z (n
10 00 o�
v~i m rn ca~n w rn c~an m m NOTE: CONTRACTOR TO VERIFY
CONST. 112.87 L.F. INVERT ELEVATION PRIOR TO
8 V.C.P. EXTRA STRENGTH SEWER PIPE START OF CONSTRUCTION.
• i 1
Avill
PROPOSED 8'7(EXTRA STRENGTH) V.C.P. SEWER MAIN
14+00 13+00
I � �
I � �
� I
STA. 14+26.81
980.41 RIM
Y
CONST. M.H. #2
STA=14+34$1
980.42 RIM
�1 EXIST
�J R/W
Y
NO'41'05'W 48.00'
_(1 6' VCP S=0.0200
J
INV d
ckf
FoQ
c", J
�cl:
Q0
�a
44�1_L C)v R 3
12+00
S89' 19' 16"W 308-94'/-,"\
8' V.C.P. S=0.0050
5' N/0 CENTERLINE
`, ST
R/W
11+00
PROFILE SCALE:
HORIZ. - 1" = 40'
VERT. - 1" = 4'
10+00
I a ea a
O
2 I STA. 11 + 18.87 C/L SEWER
3.49 Ste:-Ffit#��1 0
.23 RIM N
co
NO'40'44"W 112.87' r1
8" V.C.P. S=0.0050
5' W/O CENTERLINE
EX 10" V.C.Pl SS
38.00' 1 38.00'
JASMINE
STREET
SEWER CONSTRUCTION NOTES=
O INSTALL 8" (EXTRA STRENGTH) VCP SEWER LINE (BEDDING PER CITY OF FONTANA STD. 1008)
2O CONSTRUCT 48" SEWER MANHOLE PER CITY OF FONTANA STD. 2001
OINSTALL 6" VCP SEWER LATERAL PER CITY OF FONTANA STD. 2005 (COMMERCIAL)
AND MODIFIED SADDLE PER DETAIL HERE ON.
4O INSTALL SEWER CLEAN—OUT AND CLEAN—OUT BOX PER CITY STD. 2005 & 2006.
5O CONNECT TO EXISTING SEWER MANHOLE PER CITY OF FONTANA STANDARDS
SEWER I MAIN MIN. 27. SLOPE, UNLESS OTHERWISE
DIRECTED BY CITY ENGINEER
M0L30h=1L=._ E) FLA T SA EOLDL L=
0 20 40 80 120
SCALE:1 "=40'
TO CITY STO. 2005
WD/0#6B36C375516 DR 15-020
SHOULD CONSTRUCTION OF THE REQUIRED oQ�OFESS/pNgl Prepared Under The Supervision Of CITY OF FONTANA, CALIFORNIA
IMPROVEMENTS NOT COMMENCE WITHIN TWO �`�`�,�R� ST Fy ThienesEngineering, lnc. SEWER IMPROVEMENT PLAN
G'i CIVIL ENGINEERING • LAND SURVEYING
'D
YEARS OF THE DATE OF APPROVAL SHOWN HEREON �/ �� 14349 FIRESTONE HOULEVARD DRAWN BY: SCALE:
vvvv
LA MIRADA, CALIFORNM 90638 SEWER PLAN AND PROFILE
AND CARRIED FORTH IN A DILIGENT MANNER, THE * rR.C.E. NO. 56155r * PH.(714)521-4811 FAX(714J521-4173 GP AS SHOWN
DIAL TWO WORKING DESIGNED BY: SLOVER AVENUE AND JASMINE STREET DATE:
BEFORE ��.. DAYS BEFORE CITY ENGINEER MAY REQUIRE REVISIONS TO THE 1, Exp. t2-31-ts Q
Y❑U DIG
YOU DIG -y GP
PLANS TO BRING THEM INTO CONFORMANCE WITH �F �� ��' OQ` - Date : 9' CHECKED BY: APPRO D B - - DRAWING No.:
TOLL FREE -800-227-2600 OF \F $ 111-14w 2
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIP110N DATE ENGR. CITY DATE STANDARDS IN EFFECT. �� A� DATE:
REINHARD STENZEL RCE N0. 56155 MR CITY ENGINEERR.C.E. 51152 5512 2
O
En
En
�k\90,
oo cn
+
—L..
N
r (n
n
M
PER DWG_N0. 1864
S=0.0050
EX. 10" V.C.P. SS
J CONNECT �TO�
' EX. MANHOLE ocq 00.
OW>;('6 >; �WZ
N a- Z_ W Z O d—
+� +� +ao
z d O M
Z (n
10 00 o�
v~i m rn ca~n w rn c~an m m NOTE: CONTRACTOR TO VERIFY
CONST. 112.87 L.F. INVERT ELEVATION PRIOR TO
8 V.C.P. EXTRA STRENGTH SEWER PIPE START OF CONSTRUCTION.
• i 1
Avill
PROPOSED 8'7(EXTRA STRENGTH) V.C.P. SEWER MAIN
14+00 13+00
I � �
I � �
� I
STA. 14+26.81
980.41 RIM
Y
CONST. M.H. #2
STA=14+34$1
980.42 RIM
�1 EXIST
�J R/W
Y
NO'41'05'W 48.00'
_(1 6' VCP S=0.0200
J
INV d
ckf
FoQ
c", J
�cl:
Q0
�a
44�1_L C)v R 3
12+00
S89' 19' 16"W 308-94'/-,"\
8' V.C.P. S=0.0050
5' N/0 CENTERLINE
`, ST
R/W
11+00
PROFILE SCALE:
HORIZ. - 1" = 40'
VERT. - 1" = 4'
10+00
I a ea a
O
2 I STA. 11 + 18.87 C/L SEWER
3.49 Ste:-Ffit#��1 0
.23 RIM N
co
NO'40'44"W 112.87' r1
8" V.C.P. S=0.0050
5' W/O CENTERLINE
EX 10" V.C.Pl SS
38.00' 1 38.00'
JASMINE
STREET
SEWER CONSTRUCTION NOTES=
O INSTALL 8" (EXTRA STRENGTH) VCP SEWER LINE (BEDDING PER CITY OF FONTANA STD. 1008)
2O CONSTRUCT 48" SEWER MANHOLE PER CITY OF FONTANA STD. 2001
OINSTALL 6" VCP SEWER LATERAL PER CITY OF FONTANA STD. 2005 (COMMERCIAL)
AND MODIFIED SADDLE PER DETAIL HERE ON.
4O INSTALL SEWER CLEAN—OUT AND CLEAN—OUT BOX PER CITY STD. 2005 & 2006.
5O CONNECT TO EXISTING SEWER MANHOLE PER CITY OF FONTANA STANDARDS
SEWER I MAIN MIN. 27. SLOPE, UNLESS OTHERWISE
DIRECTED BY CITY ENGINEER
M0L30h=1L=._ E) FLA T SA EOLDL L=
0 20 40 80 120
SCALE:1 "=40'
TO CITY STO. 2005
WD/0#6B36C375516 DR 15-020
SHOULD CONSTRUCTION OF THE REQUIRED oQ�OFESS/pNgl Prepared Under The Supervision Of CITY OF FONTANA, CALIFORNIA
IMPROVEMENTS NOT COMMENCE WITHIN TWO �`�`�,�R� ST Fy ThienesEngineering, lnc. SEWER IMPROVEMENT PLAN
G'i CIVIL ENGINEERING • LAND SURVEYING
'D
YEARS OF THE DATE OF APPROVAL SHOWN HEREON �/ �� 14349 FIRESTONE HOULEVARD DRAWN BY: SCALE:
vvvv
LA MIRADA, CALIFORNM 90638 SEWER PLAN AND PROFILE
AND CARRIED FORTH IN A DILIGENT MANNER, THE * rR.C.E. NO. 56155r * PH.(714)521-4811 FAX(714J521-4173 GP AS SHOWN
DIAL TWO WORKING DESIGNED BY: SLOVER AVENUE AND JASMINE STREET DATE:
BEFORE ��.. DAYS BEFORE CITY ENGINEER MAY REQUIRE REVISIONS TO THE 1, Exp. t2-31-ts Q
Y❑U DIG
YOU DIG -y GP
PLANS TO BRING THEM INTO CONFORMANCE WITH �F �� ��' OQ` - Date : 9' CHECKED BY: APPRO D B - - DRAWING No.:
TOLL FREE -800-227-2600 OF \F $ 111-14w 2
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIP110N DATE ENGR. CITY DATE STANDARDS IN EFFECT. �� A� DATE:
REINHARD STENZEL RCE N0. 56155 MR CITY ENGINEERR.C.E. 51152 5512 2
O
En
En