HomeMy WebLinkAbout3276-5CL MH #8
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DIAL TW❑ WORKING
BEFORE •••• DAYS BEFORE
YOU DIG YOU DIG
51 TOLL FREE 1-800-227-2600
of A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
K
_'1 PROPOSED R/ _ L PROPOSED 8" WATER
� ci BY OTHERS
40 5 39 38 5 5 7 5 35 3.
3 5
(TYP)
SEWER LATERALS TRACT 16 -1
LOT NO. DESIGN STA. "AS -BUILT" STA. BACKWATER LOT NO. DESIGN STA. "AS -BUILT" STA. BACKWATER
YES NO YES NO
1 10+55 tole S5 YES 21 19+29 1q 410 NO
2 11+22 11 ! ZZ YES 22 19+19 l 9 f 2,=� a-0-
3 11+49 t 1 It 48 YES 23 18+93 03tols NO
4 12+19 12+ I q YES 24 18+73 %t"S NO
5 12+46 12 + 4S NO 25 17+93 114
6 13+16 13+t(o NO 26 17+73 11 k-JYES
7 13+43 13}4�- NO 27 16+93 1(01-93 NO
8 14+08 14+Off YES 28 16+73 1(0+11 NO
9 14+48 10, t 4l YES 29 16+03 I t 01 NO
10 14+88 14+ ss YES 30 15+73 15+11 YES
11 15+52 1 S +S Z YES 31 15+03 1 S 4 03 YES
12 16+52 1 (0t5 ► NO 32 14+01 I Ot +a to YES
13 17+25 11+ZS YES 33 13+31 13 t 31 NO
14 17+45 11 } 45 YES 34 13+11 13 t 1Z NO
15 18+22 1$t 2L NO 35 12+31 12 t Z NO
16 18+42 1 & 43 NO 36 12+11 I Z t to YES
17 19+23 10It n NO 37 11+31 It t-31 YES
18 19+37 1°tt3l NO 38 11+11 11 t tl YES
19 19+60 IcItsl NO 39 10+35 I0+35 YES
20 1 19+62 j 19 t (a2 NO 40 10+04 la4aS I YES
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
RK
(TYP) 1
14+49.00 ELSA COURT=
10+00.00 PENNY LANE
1386.47 FS
Vow
BASIS OF' BEARINGS:
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.
SHOM CONSTRUCTION of REQEMD BENCH , K
RO NOT COMMENCE WrIMN PREPARED FOR:
TWO YEARS OF THE DATE OF APPROVAL YOUNG HOMES B.M. #361, SPIKE IN NORTH FACE OF P.P.
#1536BASELINE SHO ON AND CARRIED FORTH IN A 10370 TRADEMARK STREET BASELI SOUTH WEST CORNER OF
DILIGENT THE CITY EN � Y BNEE AVENUE AND SULTANA AVENUE.
RANCHO CUCAMONGA, CA 91730
REQURE REVISIONS TO THE PLANS TO TEL (909) 477-6715
BROM TIME J1NTO CONFORIMANCE WITH FAX (909) 477-6725
CONDITIONS AM STANDAM IN EFFECT
ELEVATION: 1365.01
\ 16+02.00 ELSA COURT=
12+64.80 AGATHA LANE
1389.22 FS
Q CFESSIp'`N,
� c
a
No.43976
Exp. 6-30-09
CIVI\
\ OF CA1.�k�
RECORD DOCUMENT
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 or omissions which may
be cj rate herein as a result.
-
z Ina
-
4
DATE
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
R25R Marra Aunniin
J/ 21
23 22
CONSTRUCTION NOTES
2a— CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112
3a— CONSTRUCT 4" VCP EXTRA STRENGTH SEWER LATERAL & CLEANOUT PER
CITY STD DWG NO. 125 (SEE GENERAL NOTE N0. 30)
40-- CONSTRUCT 8" VCP EXTRA STRENGTH SEWER MAIN
BACKWATER CHECK VALVE (SEE GENERAL NOTE NO. 39)
Q�pFESS /CNq CITY OF FONTN, CALIFORNIA
'CRAN
HO FONTANA SPECIFIC PLAN
DRAWN BY: SCALE:
z TRACT 0. 16250-1 "
Uj No. 43976 rn AE SEWER IMPROVEMENT 1 =40
Exp. 6/30/05 ' DESIGNED BY: 4 DATE:
* * DEA COURT MARCH, 2003
�9T C / y1 O���P CHECKED B PRO BY: DRAWING NO.:
�0 CALIF DSH !J3
CITY ENGINEER R.C.E. 51152 3276 Y7
Filename: M:\DWG\15904\SEWER\16258-1\16258-1—S05.DWG
PROPOSED R/W
IT. ;
5'531300
29 3
5 25
24 3
?; E.
(TYP)
(TYP)
BASIS OF' BEARINGS:
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.
SHOM CONSTRUCTION of REQEMD BENCH , K
RO NOT COMMENCE WrIMN PREPARED FOR:
TWO YEARS OF THE DATE OF APPROVAL YOUNG HOMES B.M. #361, SPIKE IN NORTH FACE OF P.P.
#1536BASELINE SHO ON AND CARRIED FORTH IN A 10370 TRADEMARK STREET BASELI SOUTH WEST CORNER OF
DILIGENT THE CITY EN � Y BNEE AVENUE AND SULTANA AVENUE.
RANCHO CUCAMONGA, CA 91730
REQURE REVISIONS TO THE PLANS TO TEL (909) 477-6715
BROM TIME J1NTO CONFORIMANCE WITH FAX (909) 477-6725
CONDITIONS AM STANDAM IN EFFECT
ELEVATION: 1365.01
\ 16+02.00 ELSA COURT=
12+64.80 AGATHA LANE
1389.22 FS
Q CFESSIp'`N,
� c
a
No.43976
Exp. 6-30-09
CIVI\
\ OF CA1.�k�
RECORD DOCUMENT
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 or omissions which may
be cj rate herein as a result.
-
z Ina
-
4
DATE
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
R25R Marra Aunniin
J/ 21
23 22
CONSTRUCTION NOTES
2a— CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112
3a— CONSTRUCT 4" VCP EXTRA STRENGTH SEWER LATERAL & CLEANOUT PER
CITY STD DWG NO. 125 (SEE GENERAL NOTE N0. 30)
40-- CONSTRUCT 8" VCP EXTRA STRENGTH SEWER MAIN
BACKWATER CHECK VALVE (SEE GENERAL NOTE NO. 39)
Q�pFESS /CNq CITY OF FONTN, CALIFORNIA
'CRAN
HO FONTANA SPECIFIC PLAN
DRAWN BY: SCALE:
z TRACT 0. 16250-1 "
Uj No. 43976 rn AE SEWER IMPROVEMENT 1 =40
Exp. 6/30/05 ' DESIGNED BY: 4 DATE:
* * DEA COURT MARCH, 2003
�9T C / y1 O���P CHECKED B PRO BY: DRAWING NO.:
�0 CALIF DSH !J3
CITY ENGINEER R.C.E. 51152 3276 Y7
Filename: M:\DWG\15904\SEWER\16258-1\16258-1—S05.DWG