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1 3 __J__ _ t4 N89'59'33"W_
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Ile, 11
vi o
U DIAL TWO WORKING
BEFORE DAYS BEFORE
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o TOLL FREE 1-800-227-2600
.r A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
0
CL
REV. I REVISION DESCRIPTION
RECRo Dlff4&11
DATE I ENGR. I CITY I DATE
57
1+( 17+ 18+00
II 2
IE AVENUE
1 3 3 2 31 3 1
J o I
N L
1� N89'5933"W - N - -231.00'-
Ey
o
�N N58
59 60 61 - 10' i 64'
EASES OF E INOS:
THE BASIS OF BEARING IS THE CENTERLINE OF MILLER AVENUE SHOWN AS
N89'59'42"W, PER RECORD OF SURVEY, RECORDED IN BOOK 60 OF SURVEYS,
PAGE 77, OFFICIAL RECORDS OF THE COUNTY OF SAN BERNARDINO.
SHOULD CONSTRUCTION OF REQUMEDBENC
DWROVEIWITS NOT CO.. , SCE %JITHR PREPARED FOR: B.M. J361, SPIKE IN NORTH
OF
T 'O YEARS OF THE DATE OF APPROVAL The Strath Girodp P.P. 536 97E 0 S.W. CORN ROOF
SHOO HEREON AND CAREW F0I7TH IN A 2201 Dupont Drive Suite 300 BASELINE AVENUE AND SULTANA AVENUE
DZIGENT IIAWML THE CITY EKSINEW SAY Irvine, CA 92612
IfEQO"'EE REVISIONS TO THE PLANS TO (949) 833-1554 ext.226
MING 77EM INTO C0,77021CE rMrH (949) 833-7853
CO3'4M IONS AND STANDARDS 0 EFFECT
to -ti
ELEVATION: 1365.01
NOTE:
DRIVEWAY LOCATIONS SHOWN HEREON ARE
APPROXIMATE. FINAL DRIVEWAY LOCATIONS
AND DIMENSIONS SHOULD BE TAKEN FROM
THE APPROVED PRECISE GRADING PLAN
FOR THIS TRACT.
6= JZI
2' 1 20'1 1121
i
LIKE AVE
�j
REC OCJT
These record Documents have been prepared
based on information provided by others. The
Design Professional has not verified the accuracy
and/or completeness of this information and shall
not be responsible for any errors
Which� -2 011a sions
be corporated herein as a result
DATE
', Prepared By:
pF ESS /
ALLARD ENGINEERING QR S. °
�kO�\� Hq1 e�
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
A=-
15 Fax -
(909) 356 1795
I Z.- 19 - O
David S. Hammer, A.C.E. 43976 Date
(expires' 6/30/2005)
PO
HO • ift
1' = 4'
J .1
( IN FEET )
EDGE OF PAVEMENT 1 inch = 40 ft.
18+13.12 CLEVELAND DRIVE
=22+78.46 LIME AVENUE
COANSTRUCTIOX NOTES
CONSTRUCT 8" EXTRA STRENGTH VCP SEWER MAIN
2�— CONSTRUCT 48" PRECAST CONCRETE MANHOLE
PER CITY STD. DWG. NO. 112
a— CONSTRUCT 4" EXTRA STRENGTH VCP SEWER
LATERAL & CLEANOUT PER CITY STD. DWG. 125
(SEE GENERAL NOTE 30)
(D—INSTALL INSTALL BACK FLOW CHECK VALVE
S.
w AIA
NQ.43976
exp. 6/30/e7
cr�.��
2 DRAWN BY.
W No.
43976 AE
Exp. 6/30/05 DESIGNED BY.
AE
01
H KED BY.
FOF CALF E� & mI -beloo
CITY ® FO CL RNIA
SEIVER IMPROVEMENT LAN
TRACT NO. 16271-1 SCALE: 1`_-40'
CLEVELAND DRIM DATE.
DECEMBER, 2003
APPRO BY: DRAWING NO.: 6
CITY ENGINEER R.C.E. 51152 i
Filenome: M\DWG\12908\SEWER\16271-1\TR16271-SHT06.DWG
VER LATERAM TMCT 16M-1
LOT NO.
DESIGN STA.
"AS -BUILT" STA. BACKWATER
YES NO
LOT NO. DESIGN STA. "AS -BUILT" STA.
BACKWATER
YES NO
1
17+40
NO
--1-37—
10+12
YES
2
16+87
0
14
10+09
YES
3
16+30
NO
52
11+92
N
4
15+69
0
53
12+68
5
14+85
54
13+12
6
14+49
NO
55
13+72
7
13+88
NO
56
14+54
NO
8
13+26
0
57
15+00
--
—90
9
12+65
0
58
15+58
NO
10
12+21
59
16+35
NO
11
11+44 1
NO
60 1
16+80
12
11+00
N
61
17+52
NO
g
p �
0
N
Ile, 11
vi o
U DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
o TOLL FREE 1-800-227-2600
.r A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
0
CL
REV. I REVISION DESCRIPTION
RECRo Dlff4&11
DATE I ENGR. I CITY I DATE
57
1+( 17+ 18+00
II 2
IE AVENUE
1 3 3 2 31 3 1
J o I
N L
1� N89'5933"W - N - -231.00'-
Ey
o
�N N58
59 60 61 - 10' i 64'
EASES OF E INOS:
THE BASIS OF BEARING IS THE CENTERLINE OF MILLER AVENUE SHOWN AS
N89'59'42"W, PER RECORD OF SURVEY, RECORDED IN BOOK 60 OF SURVEYS,
PAGE 77, OFFICIAL RECORDS OF THE COUNTY OF SAN BERNARDINO.
SHOULD CONSTRUCTION OF REQUMEDBENC
DWROVEIWITS NOT CO.. , SCE %JITHR PREPARED FOR: B.M. J361, SPIKE IN NORTH
OF
T 'O YEARS OF THE DATE OF APPROVAL The Strath Girodp P.P. 536 97E 0 S.W. CORN ROOF
SHOO HEREON AND CAREW F0I7TH IN A 2201 Dupont Drive Suite 300 BASELINE AVENUE AND SULTANA AVENUE
DZIGENT IIAWML THE CITY EKSINEW SAY Irvine, CA 92612
IfEQO"'EE REVISIONS TO THE PLANS TO (949) 833-1554 ext.226
MING 77EM INTO C0,77021CE rMrH (949) 833-7853
CO3'4M IONS AND STANDARDS 0 EFFECT
to -ti
ELEVATION: 1365.01
NOTE:
DRIVEWAY LOCATIONS SHOWN HEREON ARE
APPROXIMATE. FINAL DRIVEWAY LOCATIONS
AND DIMENSIONS SHOULD BE TAKEN FROM
THE APPROVED PRECISE GRADING PLAN
FOR THIS TRACT.
6= JZI
2' 1 20'1 1121
i
LIKE AVE
�j
REC OCJT
These record Documents have been prepared
based on information provided by others. The
Design Professional has not verified the accuracy
and/or completeness of this information and shall
not be responsible for any errors
Which� -2 011a sions
be corporated herein as a result
DATE
', Prepared By:
pF ESS /
ALLARD ENGINEERING QR S. °
�kO�\� Hq1 e�
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
A=-
15 Fax -
(909) 356 1795
I Z.- 19 - O
David S. Hammer, A.C.E. 43976 Date
(expires' 6/30/2005)
PO
HO • ift
1' = 4'
J .1
( IN FEET )
EDGE OF PAVEMENT 1 inch = 40 ft.
18+13.12 CLEVELAND DRIVE
=22+78.46 LIME AVENUE
COANSTRUCTIOX NOTES
CONSTRUCT 8" EXTRA STRENGTH VCP SEWER MAIN
2�— CONSTRUCT 48" PRECAST CONCRETE MANHOLE
PER CITY STD. DWG. NO. 112
a— CONSTRUCT 4" EXTRA STRENGTH VCP SEWER
LATERAL & CLEANOUT PER CITY STD. DWG. 125
(SEE GENERAL NOTE 30)
(D—INSTALL INSTALL BACK FLOW CHECK VALVE
S.
w AIA
NQ.43976
exp. 6/30/e7
cr�.��
2 DRAWN BY.
W No.
43976 AE
Exp. 6/30/05 DESIGNED BY.
AE
01
H KED BY.
FOF CALF E� & mI -beloo
CITY ® FO CL RNIA
SEIVER IMPROVEMENT LAN
TRACT NO. 16271-1 SCALE: 1`_-40'
CLEVELAND DRIM DATE.
DECEMBER, 2003
APPRO BY: DRAWING NO.: 6
CITY ENGINEER R.C.E. 51152 i
Filenome: M\DWG\12908\SEWER\16271-1\TR16271-SHT06.DWG