HomeMy WebLinkAbout3538-7ADADIS LANE
SEE SHEET 11,
64'
32' 32'
12' 20' 20' .12'
T I+ T
i 3
, I i
38 35
I � 5 I
I �
PROPOSED 42 STORM DRAIN , I
PER CITY DWG N0.
I
10+10.00 CL M.H. 16 LINCOLN COURT 00'01' 7"E 203.00' 11 cn
=11 +96.92 ADAMS LANE
39
1
10+00.00 LINCOLN COURT ,
=11 +96.93 ADAMS LANE
410
PROPOSED 42" STORM DRAIN LATERAL
PER CITY DWG NO.
TOLL FREE ``� 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
D
REV.
2
33
N00'01' 7"E 185,82' 13
32
251
8" WATER
BY OTHERS
31 3()
2913+98.82 CL M.H. 114
L
28
_ of
6 3 27
BASIS OF MUM:
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.
REVISION DESCRIPTION DATE ENGR. CITY DATE
WHOM CONSTRUCTION of REQUEM E CHI
MMEW
L':` ROVEII E M LOT CO CE t� PREPARED FOR:
O YEARS OF THE DATE OF APPROVAL The Stra Croup P.P. #1536 97E 0361, SPIKE I S W. CORNER N NORTH EOFF
SHO O� FO�':TH Suite BASELINE AVENUE AND SULTANA AVENUE
CITY : THE Y ER �,. Y 2201 Dupont Drive, 300
Irvine, CA 9261212
REQ=E REVISIO!43 TO THE PLANS TO (949) 833-1554 ext.226
10=,'G TI''N O CORiFO SCE VWM (949) 833-7853
/CLt-MRD PIFAl1//Y�; 1a 1 10' COMMONS MM STAMARM. RV EFFECT
ELEVATION: 1365.01
NOTE:
DRIVEWAY LOCATIONS SHOWN HEREON ARE
APPROXIMATE. FINAL DRIVEWAY LOCATIONS
4
PEOME
HORIZ. 1' =
VERT: i' = 4'
L1011il V-41 r.
( IN FEET )
1 inch = 40 ft.
CONSMUCTION NOTES
1�-- CONSTRUCT 8" EXTRA STRENGTH VCP SEWER MAIN
CONSTRUCT 48" PRECAST CONCRETE MANHOLE
PER CITY STD. DWG. NO. 112
O—CONSTRUCT 4" EXTRA STRENGTH VCP SEWER
LATERAL & CLEANOUT PER CITY STD. DWG. 125
(SEE GENERAL NOTE 30)
ri
These Record Documents have been
based on information provided by ot"Ners. ��iR
Design Professional has not verified the accuracy
and/or completeness of this information and shall
not be responsible for any errors or omissions
high y be incorporated herein as a result
AND DIMENSIONS SHOULD BE TAKEN FROM a
THE APPROVED PRECISE GRADING PLAN ���°
FOR THIS TRACT.
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
(909) 356-1815 Fax (909) 356-1795
David S. Hammer, A.C.E. 43976 Date
(expires 6/30/2005)
9Rt f ESS In
S. HA4 `
<crF'L
2
No. 43976 M
* Exp. 6/30/05
/V it -
CAL t -CAL t F
o� 1
CITY OF FO TAN , CALIFORNIA
SEWER IMPROVEMENT SPLA
DRAWN BY: TRACT NO. 16271-1 SCALE.
1`--40'
DESIGNED BY. LIPCOLN�COURT DATE.
AE DECEMBER, 2003
EHE KED BY. APPROVEDIB DRAWING NO.:
CITY ENGINEER .51152 3 "J %
Filename: M\DWG\ 12908\SEWER\ 16271-1 \TR16271-SHT07.DWG
SEWER LATERALS TRACT 16271-1
LOT
NO. DESIGN STA. "AS -BUILT" STA. BACKWATER
YES NO
23
12+04
24
12+45
25
13+20
26
13+64
27
13+78 NO
28
13+81 va-
29
13+89
30
13+84 NO
31
13+43 NO
32
13+23 NO 1
33
12+48NO I
34
11+97
NOTE:
DRIVEWAY LOCATIONS SHOWN HEREON ARE
APPROXIMATE. FINAL DRIVEWAY LOCATIONS
4
PEOME
HORIZ. 1' =
VERT: i' = 4'
L1011il V-41 r.
( IN FEET )
1 inch = 40 ft.
CONSMUCTION NOTES
1�-- CONSTRUCT 8" EXTRA STRENGTH VCP SEWER MAIN
CONSTRUCT 48" PRECAST CONCRETE MANHOLE
PER CITY STD. DWG. NO. 112
O—CONSTRUCT 4" EXTRA STRENGTH VCP SEWER
LATERAL & CLEANOUT PER CITY STD. DWG. 125
(SEE GENERAL NOTE 30)
ri
These Record Documents have been
based on information provided by ot"Ners. ��iR
Design Professional has not verified the accuracy
and/or completeness of this information and shall
not be responsible for any errors or omissions
high y be incorporated herein as a result
AND DIMENSIONS SHOULD BE TAKEN FROM a
THE APPROVED PRECISE GRADING PLAN ���°
FOR THIS TRACT.
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
(909) 356-1815 Fax (909) 356-1795
David S. Hammer, A.C.E. 43976 Date
(expires 6/30/2005)
9Rt f ESS In
S. HA4 `
<crF'L
2
No. 43976 M
* Exp. 6/30/05
/V it -
CAL t -CAL t F
o� 1
CITY OF FO TAN , CALIFORNIA
SEWER IMPROVEMENT SPLA
DRAWN BY: TRACT NO. 16271-1 SCALE.
1`--40'
DESIGNED BY. LIPCOLN�COURT DATE.
AE DECEMBER, 2003
EHE KED BY. APPROVEDIB DRAWING NO.:
CITY ENGINEER .51152 3 "J %
Filename: M\DWG\ 12908\SEWER\ 16271-1 \TR16271-SHT07.DWG