HomeMy WebLinkAbout3504-210+00 11 +00 NOTE. 12+00 13+00
* CON TRA C TOR TO VER/FY VERTICAL AND
HORIZONTAL LOCATION OF EXISTING
( 24 U TILI TIES PRIOR TO CONS TRUC TION t
PAD 42 PAD342.2
(R "I,
S
Q
\ b � �?
St O�. .O�• �, Q O
`�22 20
6 x ^ Qac ^ 21 PAD=45.1
�'Qo PAD=42.5 PAD=43.9 2
14+001 PLAN 1 "= 40' 115+00 16+00 17+00 18+00 19+00 20+00
SCALE IN FEET
40 80 120 160
TRACT BNDRY.
19 18 lim..___L_.-.....-.
a PAD=
49.5
19
O W PAD=46.4 PAD=47.2 17 16 15 14 13 26
Z
22 21 20164 4 PAD -48.0 PAD=48.4 PAD=48.6 25 24 23 . 17Z PAD=48.9 PAD=49.3 18
O -'O ,h �- , PAD=50.2 PA -50.6 PAD -50.9 PAD -51.3 PAD_51.7 PAD=521 PAD_ PAD_53.1 PAD=5
3.5_ r-?,J�,,) j =49.8 528
_ 2
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0 4 4
p/yF � ,t�, � �Z 4 4 4 4 4 4 T
4T_
4 4 T
4 4 4 4 4 ONO 4 4 � v
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CL
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1 SOco
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6,TROP 8., _.� ;�, -- - - -- -- -- -- --
PAD= �, = _ _ - -
41.9 ^ S�' � �,�' ,q TER `�-----_.
Al�._ .__ _ _ _ /,d . _. _ _ _ _ _ V _ _ --
PAD=41.7 N s 40' _ 1. N �\1 - PROP. 8" WATER .x PROP. 8"W WATER _..w LO
�._. _ - �, _ --
6 4s E- ,l�00 Lro)� EL REV/NO DRIVE - - _ - - _ - - 1 - o - EL EVINO D I VE _ - N 64
N 7035 7 E 20+00
12 00 _ .; cV 13+00 14+ 0 15+00 16+00 17+00= N i� _18+00 19+00 C i
_ N
LAJ
4 ---- --- --- --- - ---- -- ---- -- W PROP. R/W
PROP. R/W Lu
PAD=42.4 4 4 a
f
4 � 4 4 4 4 4 4 4 4 4 4 4
LO
PAD=43..4 5 i
6 4 4 7 8 4 4 9 10 44 11 12 4 I 29 23 I 1 2 3 4 5 6 7 8 9 10
/ PAD=45.4 PAD=46.4 PAD=47.3 PAD=47.9 PAD=48.1 PAD=48.3 PAD=48.5
ry PAD=44.4
•.
i PAD=49.6 PAD=49.9 PAD=50.3 PAD=50.6 PAD=1.7 PAD52.0 PA
. . .
SEWER LATERAL TABLE/ TR. NO. 16267-3 SEWER LATERAL TABLE/ TR. NO. 16267-3 (CONT.) SEWER LATERAL TABLEI TR. NO. 16267-1 SEWER LATERAL TABLE/ TR. NO. 16267-1 (CONT.)
LOT #
DES/GN STA.
AS -BUILT STA.
BACKFLOW
1
15+76
5 36'36" 1 1005.00
YES
2
16+36
YES
3-
16+67
SEWER IMPROVEMENT PLANS i
YES
4
17+35
NO
5
17+57
NO
6
18+29
]]� NQ,16267-1, TR.N0.16267-3
WER L/NE NREV/NO DR/VE
NO
7
18+49
NO
8
19+22
j
DATE:
DEC. 2003
YES
9
19+42
NO
10
20+20
NO
11
20+41
APP BY:V
/Z'�Z •
NO
12
20+96
i1
NO
13
21+J4
RCE 65195 EXP. 9-30-05
NO `
14
21+22
NO
15
21+02
NO
16
20+32
NO
17
20+12
NO
18 j
19+35
NO
LOT #
DESIGN STA.
AS -BUIL T STA.
BACKFLOW
19
19+14
5 36'36" 1 1005.00
NO
20
18+42
NO
21
18+21
SEWER IMPROVEMENT PLANS i
NO
22
17+52
NO
23
17+30
NO
24
16+62
]]� NQ,16267-1, TR.N0.16267-3
WER L/NE NREV/NO DR/VE
NO
25
16+41
YES
26
15+71
j
DATE:
DEC. 2003
YES
27
15+51
YES
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
LOT #
DES/GN STA.
AS-BU/L T STA.
BACKFLOW
1
11+61
5 36'36" 1 1005.00
NO
2
12+24
NO
3
10+37
SEWER IMPROVEMENT PLANS i
YES
4
11+07
NO
5
11+27
NO
6
11+96
]]� NQ,16267-1, TR.N0.16267-3
WER L/NE NREV/NO DR/VE
YES
7
12+16
YES
8
12+89
j
DATE:
DEC. 2003
NO
9
13+09
NO
10
13+82
NO
11
14+02
APP BY:V
/Z'�Z •
NO
12
14+66
i1
NO
LOT #
DES/GN STA.
AS -BUILT STA.
BACKFLOW
13
14+82
5 36'36" 1 1005.00
NO
14
14+61
NO
15
13+92
SEWER IMPROVEMENT PLANS i
NO
16
13+71
NO
17
13+02
NO
18
12+81
]]� NQ,16267-1, TR.N0.16267-3
WER L/NE NREV/NO DR/VE
NO
19
12+09
20
11+88
j
DATE:
DEC. 2003
YES
21
10+99
,,YNO.,.
22
10+78
YES - -
23
10+00
APP BY:V
/Z'�Z •
YES
24
11+72
i1
NO
.CONSTRUCTION NOTES:
1a- INSTALL 8" EXTRA STRENGTH V.C.P. SEWER.
21+00
13
15 14
PAD=55.,0
PAD=53.8
PAD=53.8 2
4 4 LO LO
N-ZE
+ U
N U
E
1 +Ob 21+42.
12
4 PAD=53.5 \
4 TRA�'T 11
1pRY
CURVE TABLE
CURVE
DELTA RAD/US
LENGTH
TANGENT
Cl
5 36'36" 1 1005.00
98.40
1 49.24
20-- CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF
FONTANA STD. DWG. NO. 112 (ID=48").-
4INSTALL 4" EXTRA STRENGTH V.C.P. SEWER LATERAL PER
RECORD
a,f
CITY OF FONTANA STD. DWG. NO. 125.(SEE NOTES 30 & .31). RECORD D
5�- REMOVE EXIST/NG 8" VCP PLUG AND JOIN EXIST. PIPEt
THESE RECORD DRAWIl" HAVE 6EENppLtpARM. lN '"T ON THIE aAW OF m
' FURfQS W fly THER& TME TION ICED AND r'
CONNECT TO EXIST. SEWER WYE PER CITY STD. DWG. N0. 125
RESPONSlSI;f FM AMY R WILLNOT BE
. - q HAVE 8arMmmema
wmw i
.,
- A RESULT Tf1E41EpR NM THE AS"'
.. BENCH DARK: # 615 BASIS OF BEARINGS:
RAILROAD SP/KE AT /NTERSEC710N OF THE BEARING OF N70'35'27* ALONG THE l J
.. ... A-4
CRRUS AVENUE AND LOS CEDROS CENTERLINE OF S/ERR4 LAKES PARKWAY
AVENUE, 1N POWER POLE NO. 9011E AS SHOWN ON PARCEL MAP NO. 15829,
ON THE EAST SIDE OF C17RUS AVENUE. BLED /N BOOK 198, PAGES 60 THROUGH
64 OF PARCEL MAPS, WAS USED AS THE AKES 0
ELEVATION: # 1467.59 BASIS OF BEARINGS FOR THIS MAP. SIERRA L Jq PLAN
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
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 PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
Q
`deJes�C�
3� �Q
a No. 65195
'�
� � h �
Exp, 9-30-05 ,
0Ivi�-0��
KCAL
Prepared Under The Supervision Of :
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
10601 CHURCH STREET, STE. 107
RANCHO CUCAMONGA, CA 91730
PHONE (909) 948-1311
Date 2 _ _03
CITY OF FONTANA, CALIFORNIA i
SEWER IMPROVEMENT PLANS i
DRAWN BY
CC
]]� NQ,16267-1, TR.N0.16267-3
WER L/NE NREV/NO DR/VE
SCALE:
As sNowN
DESIGNED BY
MJG
j
DATE:
DEC. 2003
B :
MJG/LP
APP BY:V
/Z'�Z •
DRAWING NO.:
-
3504
2 j
5
tLEGD�O D1L�u)l�►�
i1
RCE 65195 EXP. 9-30-05
ITY ENGINEER R.C.E. 51152 DATE