HomeMy WebLinkAbout3816-21--
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in
= 4 ft
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l
in
= 40 ft
2
oil I&E 0,0
00 00
MOM I
MOM Ole.
MOM 0
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No ONE
M M 0 No OMEN
0 MEN 0 ME NONE rE
M M NONE mom
M I 'mom mom SEEM
M on OMEN NONSENSE
EME MOM IM
0111FINN-1off IBM mom SEEM S
mom ME N OMEN SOME E
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18+00 19+00 20+00 21+00 22+00 23+00
SEWER LATERAL TABLE
APN
DESIGN
"AS BUILT"
BACKFLOW
255-091-43
19+32.81
NO
255-091-43
21+62.84
NO
TRACT 16678-2
JUNIPER AVENUE
2 3 4 5 6 7 SEE SHEET 23
OPE -55.6 PE -56.5 PE -57.2 PE -58.0 PE -58.7 PE= 58.9
TRACT 9862
k
k�.
z PROPOSED R/W (�4,0 I W
_ e0.50' 80.50' e0.50' e1.00' 116.07' 86.75' I
Z o 11%1<STING STORM DRAIN J W
0 WN t j" =ZN
W CN
c Q W
c W PROPOSED 60" STORM DRAIN E TO BE RELOCATED / EXISTING 8" SEWER Q >
Q Q =w PER DWG NO. 3817 `ir OF STREET 5 Q W
Or/ ■ c .' ---�. -RT� �iT_. - s -_s. .�"�'Tr-"---•*r.,•..-----mac- _ � - Q W
0 _'Sg'_-fit?_- — 22+ _ ° - 3+ s 1 I - - - 0) Z =
W- s - .}- - s - —.� s a, - s - + ! i MH. 0 37 { Q 05
Z Cl)1\ il 1 W - aL _-I�"-i{(iP�.Sf=WEA {Acid--' _ -al o - il� a. a� — \ - _�z � 23+4�J. � � r Q W
Q V' EXISTING R/W 7 3 EX. 8 WATER MAIN to 40 EXISTING R/W 7 3 EX. 8" WATER M W
Q r _ z�
EXISTING R/W M 9+60.00\=/2 I INT STA 23+18.87 SANTA ANA AVENUE , i N Q
< U)
(n - _ -- - _ � _ _ _ _ _ =STA 10+00_00 JUNIPER AVENUE
FUTURE R/W� � � I
1054.80 19+� .I ,� 1056.45 FS U)
I I jjj
GRAPHIC SCALE I a D
40 0 20 40 ao t60 APN 255-091-40 APN 255-091-43 N APN 255-091-06
4
SANTA ANA AVENUE o 4
SCALE 1' s 40' .
0
DIAL TWO "KING
BEFORE DAYS BEFORE
YOU DIG YDU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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
RECORD DeAwl►JGS UPDATE STAT PLANS TO BRING THEM INTO CONFORMANCE WITH
REV. REVD" DESCRIPT01 DATE 10M. 07Y DATE STANDARDS IN EFFECT.
CONSTRUCTION NOTES
O2 CONSTRUCT SEWER MANHOLE PER CITY OF FONTANA
STANDARD DRAWING 112
O3 TRENCHING AND BEDDING PER CITY OF FONTANA
STANDARD DRAWING 131 OR DETAILS ON SHEET 2
O4 INSTALL 4" SEWER LATERAL AND RESIDENTIAL CLEANOUT
PER CITY OF FONTANA STANDARD
DRAWING 125
O7 INSTALL 10" EXTRA STRENGTH V.C.P. SEWER PIPE
O8 INSTALL SEWER STUB TO ALLOW FOR FUTURE SEWER
Prepared Under The Supervision Of :
QROf E
Crouse/Beers & Associates, Inc.
Engineering * Surveying * Planning * Construction Management
Na 23
Exp. 12-31-1--06 2191 5th Street, Suite 200, Norco, Co. 92860-1967
Ph. (951) 3 —2040 Fax (951) 736-5292
CMI ��'
C A► �PZ?-
OUG S N. CROU E R.C.E. No. 23796 EXP. 12/31/05 DATE
A
LEGEND
1 LOT NUMBER
W EXISTING WATER MAIN
$ PROPOSED SEWER MAIN (OFF-SITE)
0 PROPOSED MANHOLE
PROPOSED SEWER LATERAL
PROPOSED R/W
FUTURE R/W
EXISTING R/W
PROPOSED STORM DRAIN
•A^ X r�`r
CITY OF FONTANA, CALIFORNIA
TRACT No. 16678
DRAWN BY: OFF—SITE SEWER PLANS SCAU:1 "= 40'
PT/SS SANT ANA AVEN U E
DESIGNED BY: � DATE:
PT OM ±750' T, C SS AVE. TO JUNIPER AVE. JULY, 2005
CHECKED BY: AP _ DRAWING NO.:
DNC 3816
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