HomeMy WebLinkAbout4774-24-4
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VERT 1 4 _ � I � � � 7t
10 li �� 12 13 14
EXIST. 12�' V.C.P. I ° e
SEWER LINE PERI 41
DWG. 2744 --�1� ( i I e ° PROP. R/W /�V 370 5
A.P.N. 0228-021-08
a .. ♦ e e e e e d s 8 e e e e° a e° a e° e e a e e e e e e
I FUTURE CURB & GUTTER
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EkIST. 8 V.C.P.SE*ER LINE
hillu �5) ( 1 0'1 �.i ( DWG 2704 PER
l( I EXIST. POWER POLE & GUY TO BE RELOCATED _
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(12"S)---- —� _ 1—rt(8„S)——
__EXIST_-I'2” V.C.P. ��� I - 0 1 7 EXISTING R/W
SEWER LINE PER Op��G ��Q1 I ,I� ---- -----�r------------------------�-- ------\�3
--------�--�°��7�Q-------------------,�L II -----------------
DWG. 2704 x �c'� `C' N PROPOSED 24" R.C.P. STORM Df2AIN PIPE 1 I �� 81 ��--- it / Z8-----�(
\N SFJ 1 �� 6' r___________________;ii __
I- — — _ — N 89'41'36" W (; 12
STORM DRAIN PER
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I I / DWG. N0. 299 PROPOSED 36" R.C.P. STORM DRAIN PIPE
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BASIS OF BEARINGS
8" V.C.P. EXTRA STRENGTH SEWER MAIN LINE
THE NORTH LINE OF THE NORTHEAST QUARTER OF
,n
SECTION 35, TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN
REMOVE
BERNARDINO MERIDIAN, SHOWN AS N 89'39'56" W ON
N
TRACT MAP NO. 16078, FILED IN BOOK 281, PAGES 69
O4
THROUGH 72, INCLUSIVE, OF MAPS, RECORDS OF SAN
a,
BERNARDINO COUNTY.
0
SEWER CLEAN-OUT PER CITY STD. 2005
N
BENCH MARK: CALTRANS
N
BENCHMARK NO. 8-17
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BRASS CAP IN '
CONCRETE S.C.E. TOWER LEG 343 N/0
HIGHLAND AVE., 0.20 MI. W/O SAN SEVAINE RD. IN SOUTH
w
CONCRETE BASE OF S.C.E. TOWER 19.5', 2.65 MI. W ALONG
Cl-
HIGHLAND AVE. FROM SIERRA AVE.
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ELEVATION: 1428.6090 (FT.)
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_ 5(ALt. HUHIZ 1 F1 1 - 1 ! � �
-
-:
��
VERT 1 4 _ � I � � � 7t
10 li �� 12 13 14
EXIST. 12�' V.C.P. I ° e
SEWER LINE PERI 41
DWG. 2744 --�1� ( i I e ° PROP. R/W /�V 370 5
A.P.N. 0228-021-08
a .. ♦ e e e e e d s 8 e e e e° a e° a e° e e a e e e e e e
I FUTURE CURB & GUTTER
i I Q
EkIST. 8 V.C.P.SE*ER LINE
hillu �5) ( 1 0'1 �.i ( DWG 2704 PER
l( I EXIST. POWER POLE & GUY TO BE RELOCATED _
w� _
(12"S)---- —� _ 1—rt(8„S)——
__EXIST_-I'2” V.C.P. ��� I - 0 1 7 EXISTING R/W
SEWER LINE PER Op��G ��Q1 I ,I� ---- -----�r------------------------�-- ------\�3
--------�--�°��7�Q-------------------,�L II -----------------
DWG. 2704 x �c'� `C' N PROPOSED 24" R.C.P. STORM Df2AIN PIPE 1 I �� 81 ��--- it / Z8-----�(
\N SFJ 1 �� 6' r___________________;ii __
I- — — _ — N 89'41'36" W (; 12
STORM DRAIN PER
�
I I / DWG. N0. 299 PROPOSED 36" R.C.P. STORM DRAIN PIPE
(/
W
Z
W �
2t _
Lj�j_> In m
It (n Z 00 0 >: J
C:5 (7!t~/_'1 C3, O O 3W3
I� ^O w N Cy) In 00 Cv
+ +
0 ON r
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(^ WW M q* �Z
SOUTH H/C 3HL A NL: > I AVENUE
TOLL FREE
A PUBLIC SERVICE BY
REV.
GRAPHIC SCALE
20 0 10 20 40 so
( IN FEET )
1 inch = 20 ft. CT
REMSION DESCRIPTION
DATE I ENGR. I CITY I DATE
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
jLOUIS
TIERREZ
No. 28501
EXP. 3-31-10 z
CONSTRUCTION NOTES
O
BASIS OF BEARINGS
8" V.C.P. EXTRA STRENGTH SEWER MAIN LINE
THE NORTH LINE OF THE NORTHEAST QUARTER OF
,n
SECTION 35, TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN
REMOVE
BERNARDINO MERIDIAN, SHOWN AS N 89'39'56" W ON
N
TRACT MAP NO. 16078, FILED IN BOOK 281, PAGES 69
O4
THROUGH 72, INCLUSIVE, OF MAPS, RECORDS OF SAN
a,
BERNARDINO COUNTY.
0
SEWER CLEAN-OUT PER CITY STD. 2005
N
BENCH MARK: CALTRANS
N
BENCHMARK NO. 8-17
�
BRASS CAP IN '
CONCRETE S.C.E. TOWER LEG 343 N/0
HIGHLAND AVE., 0.20 MI. W/O SAN SEVAINE RD. IN SOUTH
w
CONCRETE BASE OF S.C.E. TOWER 19.5', 2.65 MI. W ALONG
Cl-
HIGHLAND AVE. FROM SIERRA AVE.
c
0
i
o
ELEVATION: 1428.6090 (FT.)
SOUTH H/C 3HL A NL: > I AVENUE
TOLL FREE
A PUBLIC SERVICE BY
REV.
GRAPHIC SCALE
20 0 10 20 40 so
( IN FEET )
1 inch = 20 ft. CT
REMSION DESCRIPTION
DATE I ENGR. I CITY I DATE
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
jLOUIS
TIERREZ
No. 28501
EXP. 3-31-10 z
CONSTRUCTION NOTES
O
INSTALL
8" V.C.P. EXTRA STRENGTH SEWER MAIN LINE
20
CONSTRUCT 48" SEWER MANHOLE PER CITY STD. 2001
O
REMOVE
EXISTING PLUG AND CONNECT PROPOSED 8"
V.C.P. SEWER LINE
O4
INSTALL
6" V.C.P. SEWER LINE
O5
INSTALL
SEWER CLEAN-OUT PER CITY STD. 2005
O6
INSTALL
8" VCP PLUG
Prepared Under The Supervision Of
SANDERSON-GUTIERREZ
CIV.^L ENGINEERS & LAND SURVEYORS, INC
10050—A 6 TH STREET, RANCHO CUCAMONGA, CA 91730
(909) 980-1211 J.N. 06-038
LOUIS GUTIERREZ R.C.E. 28501
CITY OF FONTANA, CALIFORNIA
SEWER IMPROVEMENT PLAN
DRAWN BY:
CAT SOUTH HIGHLAND AVENUE SCALE: 1„ = 20'
DESIGNED BY:
EBB %'F M SANS ASE TO 330' E'LY DATE. 6%5%08
CHECKED BY: APPRO BY DRAWING NO.:
. 3%31/10 � LTG CITY 3 ��
�. 4774 2
ENGINEER R.C.E. 51152 DATE. 1 2
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