HomeMy WebLinkAbout3272-2E
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I I NZ I Z 7
1 REMOVE EXISTING PLUG
\ ' '� / 2 CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112 �� \� 45'
\ 4 N 5
_ " 3 CONSTRUCT 4" EXTRA STRENGTH VCP SEWER LATERAL & CLEANOUT PER LOTS 58 599 60 & 61
N89' 8'21 "W o N89'58'21 "W CITY STD DWG NO. 125 (SEE GENERAL NOTE NO. 30)
GRETA SNE \ 81.43' F14
� 0+02.00 N CONSTRUCT 8" EXTRA STRENGTH VCP SEWER MAIN SEE SHEET 3
10+00.00 GAB DRIVE \
?� 420 HOUSE LATERALS LS DETAIL
HORIZ:
/ ° £(Sq 1"-4'
+ � ao RFT COURT
VERT. 1 "=4 ,
d2 PROP. RIW 3 (TYP) i o I i 11 +31.43 GRFTA I ANF=
/0
X-�n
SUM LATE
2
LOT NO. DESIGN STA. "AS -BUILT" STA.
BACKWATER
YES I NO
1 10+79 to +'19
NO
2 10+20 10 -f 2-0
NO
3 10+10 1a +
TOP OF STORM
DRAIN PIPE
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
MIRIAM WAY
SEE CITY DVJG. NO. 327rr
SHEET NO. '"
REV. I REVISION DESCRIPTION
M-02Dya-o 1N -
DATE I ENGR.I CITY I DATE
BASIS OF EAI1JNGS:
BEARINGS BASED ON THE WEST LINE OF THE SOUTHEAST ONE QUARTER OF THE
SOUTHWEST ONE QUARTER OF SECTION 36, T. 1 N., R. 6 W., SBB & M BEING
N00'06'51 "E AS SHOWN ON TRACT 16085-1 RECORDED MAP BOOK 282,
PAGES 16-20 RECORDS OF SAN BERNARDINO COUNTY.
SHOULD CONSTRUCTION OF REQUIRED BENCHMARK
DOVER NOT COI =CE rATHN PREPARED FOR:
7TJO YEARS OF THE DATE OF APPROVAL YOUNG HOM B.M. #361, SPIKE IN NORTH FACE OF P.P.
SHOWN HEREON AM CARRIED FORTH IN A 10370 TRADEMARK STREET #1536697E AT SOUTH WEST CORNER OF
D'UGENT MANNM TM CITY Er�GMM MAY RANCHO CUCAMONGA, CA 91730 BASELINE AVENUE AND SULTANA AVENUE.
REQI= REVISIONS TO THS PLANS TO TEL (909) 477-6715
BRING THEN INTO CONFORMANCE WITH FAX (909) 477-6725
CONDITIONS AND STANDARDS IN EFFECT ELEVATION: 1365.01
e�°FRSs o \: Q REC RD D®rUMENT
S. HAti.,
These Record Documents have been prepared based
M on information provided by others. The Design
No.43976 MProfessional has not verified the accuracy and/or
Exp. 6-30-09 completeness of this information and shall not be
CIVIL®�. responsible for any errors or omissions which may
>>F - 6 b�inco ora �.in hereias a result.
DATE
Illiq �IIIIIIIIIIII I
1 11
RANCHO FOT A SPECIFIC PLAN
DRAWN BY. TRACT NO, 16265 SCALE:AE "-
DESIGNED BY SEE IMPROVEMENT PLANS DATE: 1 -�
DEA MARCH, 2003
CHECKED B4 APPROVED DRAWING NO.: 2
z
DSH CITY ENGINEER R.C.E. 51152 03 ��
Filename: m:\dwg\lb9U4\sewer\l6Zb8\16ZbB—SO2.dwg
SEWER
LATERAL CROSSING TABLE
LOT NO.
SEWER MAIN
INV. ELEV.
BTM OF LATERAL
ABOVE S.D.
TOP OF STORM
DRAIN PIPE
BOTTOM OF
WATER PIPE
LATERAL INV
® PL
FT. BELOW PL
58
1384.62
1388.85
1387.14
1390.99
1389.46
6.0'
59
1384.91
1388.90
1387.06
1390.89
1389.57
6.0'
60
1384.98
1388.93
1 1387.04 1
1390.87
1389.66
1 6.0'
61 1
1385.16
1388.96
1 1386.95 1
1390.64
1389.61
1 6.0'
e�°FRSs o \: Q REC RD D®rUMENT
S. HAti.,
These Record Documents have been prepared based
M on information provided by others. The Design
No.43976 MProfessional has not verified the accuracy and/or
Exp. 6-30-09 completeness of this information and shall not be
CIVIL®�. responsible for any errors or omissions which may
>>F - 6 b�inco ora �.in hereias a result.
DATE
Illiq �IIIIIIIIIIII I
1 11
RANCHO FOT A SPECIFIC PLAN
DRAWN BY. TRACT NO, 16265 SCALE:AE "-
DESIGNED BY SEE IMPROVEMENT PLANS DATE: 1 -�
DEA MARCH, 2003
CHECKED B4 APPROVED DRAWING NO.: 2
z
DSH CITY ENGINEER R.C.E. 51152 03 ��
Filename: m:\dwg\lb9U4\sewer\l6Zb8\16ZbB—SO2.dwg