HomeMy WebLinkAbout2899-19M
MP �
t
90
8+02.30 MADRONE ST. 36
=
0+00.00 DAYLILLY ST.
MH NO.59 32
00+16.94 29 36
8" WATER. X-ING 8" SWR
6y
1
Naz
ENGTH V.C.P. SEWER
2
110 111
FH (TYP.) 31 n 2+70.01 DAYLILLY ST+70.01 DAYLILLY ST
= 8+04.26 LILAC ST
9 MH No.58
28** ' U35 W I 27* jjF I 26
00+26.28
54" S.D. X-ING 8" SWR
DAYLILLY STREET; TR. 16074 DAYLILLY STREET; TR. 16232
Rl
SEE SHEET 17
LILAC STREET
_I -
�I Ali
8"
130
3+15.35
18" SD X-ING 8" SWR
S
4
4
1 .F.
GTH V.C.P..
PROFILE SCALE
HORIZ: 1" 40'
VERT: 1" 4'
5
131 37 = 0+00.00 BARK ST
q MH NO.57
5+15.30
30" SD X-ING 8" SWR
5
m
SEE SHEET 14
BARK STREET
8"
6 7
68
67
8" SEWER(V.C.P.
5' W'LY OF 0
25* I 24* * 1 23 * * ( 22* I 21* I I ?0 I 19
20+54.19 DAYLILLY ST 2+59.01 1" WAT R RV 5+49.4
18+04.30 LILAC ST. 8" WATER X-ING 8" SWR TYP. 2326+09. DAYLILLY ST. 8" WATER X-ING 8" SWR
= 26+09.60 BARK ST.
INTERSECTION INTERSECTION
DAYLILLY STREET
LOT N0. DESIGN "AS BUILT"
SCALE: 1 "=40'
0 40 80
GRAPHIC SCALE
O REV. REVISION DESCRIPTION
1 REVISED LATERALS FOR NEW LOT LAYOUT
0
RI=GoRP PRAIJIN6,
120 DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
SEWER CONSTRUCTION NOTES
31 INSTALL 8" EXTRA STRENGTH V.C.P. SEWER LINE
32 INSTALL 4" SEWER LATERAL & RESIDENTIAL CLEAN-OUT (COF 125)
33 INSTALL 48" I.D. MANHOLE (COF-112)
34 INSTALL 48" I.D. CUL-DE-SAC MANHOLE (COF-112 & 114)
35 INSTALL 4" SEWER LATERAL & RESIDENTIAL CLEAN-OUT
WITH MODIFIED WYE PER DETAIL ON SHT. 1
® REMOVE EXISTING SEWER LAT., CAP AT WYE.
37 INSTALL 48" I.D. MANHOLE PER DETAIL ON SHEET 1
® EXISTING SEWER LAT. PROTECT IN PLACE.
a
01 L.F.
ENGTH V.C.P
lfl
m.
70
i
I 9
18 1 17 1 16 1 15
iX
9+20.53 DAYLILLY ST34
9 MH NO.56
413
FEX. 20' STORM
DRAIN EASEMENT
14
cl
RECORD RAWI
cv
N0.63494 'D
Exp. Sept. 30, 2006
s CIVIC ��� ENGINEER:
lgl£OF CAUF(SIG UURE) (DATE)
SEWER CENTERLINE DATA
DELTA BRG RADIUS LENGTH TANGENT REMARK
1 N00 31'00'W -- 268.51 -- 8 VCP
2 N00 3100 W -- 382.01'--
3 N00 31'00"W -- 370.01 --
ENGR. CITY DATE BENCH MARK:
. .L SHOULD CONSTRUCTION OF THE REQUIRED Q�oFEss�oy OF
PLANNINC3 ■ DESI[3N ■ CONSTRUCTION CITY OF FONTANA, CALIFORNIA
EL = 1077.40 IMPROVEMENTS NOT COMMENCE WITHIN TWO �! SEWER PLANS FOR
CHISELED BOX IN EASTERLY TOP YEARS OF THE DATE OF APPROVAL SHOWN ��������` A. j ■ ■ . 27555 YNEZ ROAD, SUFrE 400 TRACT 16074 & 16232
CURB, TAMARIND AVE.; so' SOUTH HEREON % CARRIED FORTH INA TEMECUL.A, CALIFORNIA 92591-4679 DRAWN BY: SCALE:
OF TAMARIND CT., 500' SOUTH OF DILIGENT MANNER, THE CITY ENGINEER No.43os0 � CONSULTING 909.676.8042 • FAX 909.676.7240 • www.RBF.com RJB DAYLILLY STREET AS SHOWN
SLOVER MAY REQUIRE REV I S I ONS TO THE PLANS TO 4( Exp. 3/31/04 JOB NUMBER
BRING THEM INTO CONFORMANCE WITH s�'l C� V �1 ��~� DESIRJNBED BY: StB. 0+00.00 t0 Sta. 9+20.53 15-100187
CONDITIONS APO STANDARDS IN EFFECT. F OF C A`�c� DATE: % Z7 Z CHECKED Sta.
D BY. DRAWING N0.19
MICHAEL TYLM N E NO. 43090 EXP. 3-31-C d if
B -s_- d 2899
MAT UR_ '0TY FNGI_NrM_R.U.L.1 DATE: 20
E
a
BACKFLOW MODIFIED
PREVENTER WYE
LOT N0.
L
DESIGN "AS BUILT" A K W MODIFIED
PREVENTER WYE
67
5+95
13
9+18
68
6+89
14
5+50
69
7+67
15
1 6+00
70
7+98
16
8+61
71
8+66
17
7+84
72
9+14
18
7+31
19
6+84
20
5+61
21
5+12
22
4+61
23
3+83
24
3+06
25
2+61
26
1+83
27
0+83
28
0+37
29
0+07
SCALE: 1 "=40'
0 40 80
GRAPHIC SCALE
O REV. REVISION DESCRIPTION
1 REVISED LATERALS FOR NEW LOT LAYOUT
0
RI=GoRP PRAIJIN6,
120 DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
SEWER CONSTRUCTION NOTES
31 INSTALL 8" EXTRA STRENGTH V.C.P. SEWER LINE
32 INSTALL 4" SEWER LATERAL & RESIDENTIAL CLEAN-OUT (COF 125)
33 INSTALL 48" I.D. MANHOLE (COF-112)
34 INSTALL 48" I.D. CUL-DE-SAC MANHOLE (COF-112 & 114)
35 INSTALL 4" SEWER LATERAL & RESIDENTIAL CLEAN-OUT
WITH MODIFIED WYE PER DETAIL ON SHT. 1
® REMOVE EXISTING SEWER LAT., CAP AT WYE.
37 INSTALL 48" I.D. MANHOLE PER DETAIL ON SHEET 1
® EXISTING SEWER LAT. PROTECT IN PLACE.
a
01 L.F.
ENGTH V.C.P
lfl
m.
70
i
I 9
18 1 17 1 16 1 15
iX
9+20.53 DAYLILLY ST34
9 MH NO.56
413
FEX. 20' STORM
DRAIN EASEMENT
14
cl
RECORD RAWI
cv
N0.63494 'D
Exp. Sept. 30, 2006
s CIVIC ��� ENGINEER:
lgl£OF CAUF(SIG UURE) (DATE)
SEWER CENTERLINE DATA
DELTA BRG RADIUS LENGTH TANGENT REMARK
1 N00 31'00'W -- 268.51 -- 8 VCP
2 N00 3100 W -- 382.01'--
3 N00 31'00"W -- 370.01 --
ENGR. CITY DATE BENCH MARK:
. .L SHOULD CONSTRUCTION OF THE REQUIRED Q�oFEss�oy OF
PLANNINC3 ■ DESI[3N ■ CONSTRUCTION CITY OF FONTANA, CALIFORNIA
EL = 1077.40 IMPROVEMENTS NOT COMMENCE WITHIN TWO �! SEWER PLANS FOR
CHISELED BOX IN EASTERLY TOP YEARS OF THE DATE OF APPROVAL SHOWN ��������` A. j ■ ■ . 27555 YNEZ ROAD, SUFrE 400 TRACT 16074 & 16232
CURB, TAMARIND AVE.; so' SOUTH HEREON % CARRIED FORTH INA TEMECUL.A, CALIFORNIA 92591-4679 DRAWN BY: SCALE:
OF TAMARIND CT., 500' SOUTH OF DILIGENT MANNER, THE CITY ENGINEER No.43os0 � CONSULTING 909.676.8042 • FAX 909.676.7240 • www.RBF.com RJB DAYLILLY STREET AS SHOWN
SLOVER MAY REQUIRE REV I S I ONS TO THE PLANS TO 4( Exp. 3/31/04 JOB NUMBER
BRING THEM INTO CONFORMANCE WITH s�'l C� V �1 ��~� DESIRJNBED BY: StB. 0+00.00 t0 Sta. 9+20.53 15-100187
CONDITIONS APO STANDARDS IN EFFECT. F OF C A`�c� DATE: % Z7 Z CHECKED Sta.
D BY. DRAWING N0.19
MICHAEL TYLM N E NO. 43090 EXP. 3-31-C d if
B -s_- d 2899
MAT UR_ '0TY FNGI_NrM_R.U.L.1 DATE: 20
E
a