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12+51.00 ECR
DELTA
LENGTH
IANGENT
T
A
25.0,00
TC
1426.06 TC
25.00
I
25.00 1.
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39.27'
cr
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cm
0
62.00'
11 (Y00200 0
119.03'
88.55'
ca
112.100"
1 0*00'00n
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42.36'
to
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C6
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.0 fe4VVVVVVVVVVVVVVVVVVm t4vvvvvvvvvvvvvvvvv~
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0 DIAL TWO WORKING
Z BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
NJ
CURVE &
LINE TABLE
V 1 12+51.00 BCR
DELTA
LENGTH
IANGENT
T
A
25.0,00
90*00'00"
1426.06 TC
25.00
I
25.00 1.
9(T00'00n
39.27'
Ix
Q
C
62.00'
11 (Y00200 0
119.03'
88.55'
D
112.100"
1 0*00'00n
19.55
9.80
$2'
E
32
42.36'
to
WS
Cr14
C6
C4
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V—
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—
34
LEGEND WAY
SEE SHffr NO. 3
CASCADE DRIVE
PROPOSED RIW
33 1 32 1 31
NOTE:
DRIVEWAY LOCATIONS SHOWN HEREON ARE
APROXIMATE. FINAL DRIVEWAY LOCATIONS
AND DIMENSIONS SHOULD BE TAKEN FROM
THE APPROVED PRECISE GRADING PLAN
FOR THIS TRACT.
12+5 1.00 ECR
LU
1432.56 TC n
m
�12)
LO
C':
ao
co 'q-
30
LCF11, FERI
sElt" SHIM
03 EG LEGEND.
INDI PROPOSED A.C. PAVEMENT BASIS OF BEAR, INGS.-
INDICATES REMOVE EXISTING A.C. PAVEMENT THE CENTERLINE OF CITRUS AVENUE, ALSO BEING THE EAST LINE, OF SECT ON, 36# T.' N.9
R.6W., S.B.M. AS SHOWN ON TRACT 16568, AS RECORDED IN M.B. 300115�-62.
BEING: N 00*00'13" E
INDICATES GRIND AND OVERLAY EXISTING A.C.PAVEMENT
DATE ENGR. CITY DATE
SHOULD CONSTRUCTION OF REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNER.. THE CITY ENaNEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH
CONDMONS AND STANDARDS IN EFFECT
1 .1 1
PREPARED FOR: CITY OF FONTANA BM -361
R.R. SPIKE IN PP NO. 1536697E AT THE SW CO RI
MEMAGE HOME OF BASELINE AVENUE AND SULTANA, AYENU.L.
1250 CORONA POINTE COURT ELEVATION: 1365.01, SINCE DESTROYED
SUITE 2 10
CORONA, CA 92879 SITE BENCHMU!,, K
SW CORNER, SEC. 31, TAN., R.5k, I.P
TEL (951) 547-8320 11
FAX (951) 547-8301 WITH BRASS CAP, C.S.M. AT THE INTERSECTION PF
BASELINE AVENUE AND CITRUS AVEi1,IU[-:*.
aWAT10ht 139102
WITUP. 11W. -T%JV1
PROPOSED 8" SEWER I I + 42'
PER CITY OF FONTANA
DWG. NO. 4906
36
LOT "Efl CASCADE DRIVE
SEE LEFT
M!
DO CONSRUCnON N07ES
(D -CONSTRUCT 4' AC PAVEMENT IN) OVER 120 OF 95% COMPACTED NATIVE SOIL
3 (SEE GENERAL NOTE 31 & '32�
4 CONSTRUCT 6" PCC CURB & GUTTER PER CITY STD. DWG. NO. 1000
5 CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. DWG. NO. 403, W=8'
6 CONSTRUCT 4w PCC SIDEWALK PER CITY STD. DWG. NO. 1006, WIDTH & TYPE AS SHOWN ON
PLAN
7 CONSTRUCT CURB ACCESS RAMP PER CITY STD. DWG. NO. 1003
8 CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. NO. 1002p W=16# UNLESS NOTED
OTHERWISE
CONSTRUCT LOCAL DEPRESSION PER CITY STD. DWG. NO. 3003, CASE C, H=PER PLAN
CONSTRUCT CATCH BASIN PER CITY STD. DWG. NO. 3004, H=PER PLAN
(WIDTH AS SHOWN ON PLAN)
INSTALL 5800 LUMEN HPSV (70 WATr; #7) LUMINAIRE PER CITY STD. DWG. NO. 404
14 ADJUST MANHOLE FRAME AND COVER TO GRADE PER CITY STD. DWG. NO. 2000
15 INSTALL STREET NAME SIGN PER CITY STD. DWG. NO. 4003
Prepued By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Flanning
8253 Sierra Avenue
Fontana, California 92335
9) 356-1 Fax (909) 356-1795
Ra4ond J. Allard, R.C.E. 36052 Date
(expires 6/30/2012)
PER CITY OF FONTANA
DWG. NO. 3845
09 BCR
LO
+ CS
cq 12
2
N
SALT K".)INT WAY
e�- I INSTALL STOP SIGN PER CITY STD. DWG. NO. 4003
SAWCUT AND REMOVE EXISTING AC PAVEMENT TO A CLEAN STRAIGHT LINE (1' MIN.)
131RIND AND OVERLAY EXISTING PAVEMENT FOR A SMOOTH TRANSITION AS SHOWN ON PLAN
AND DET/VL ON SHT. I
CONSTRUCT A STANDARD BARRICADE PER CITY STD. DWG. NO. 4000
(20)--,R,P-UOVE EXISTING 13ARRICADE
IhISTALL ABTECH C01414N ULTRA-UR13AN FILTER WITH SMART SPONGE PLUS CURB INLET FILTRATION
DEVICE PER DETAILS ON SHEET 6 GMIC SCAU
40 0 20 40 80 160
(IN FE0
M a 40 FT.
C17Y OF FONTANA, CALIFORNIA
S
J. - STREET IMPROVEMENT PLAN
DRAWN BY. -
AE TRACT NQ 17389
0 No. 36052 m
t DESIGNED BY.- CASCADE D�V� AND SALT POINT WAY
Exp. 6/30/12 A EE
cjvj�- CHECKED BY.- �APPROVEQ- 8 .
"'�'OF
M- DSH DATE:
CITY ENGINEER R.C.E. 51152
Filename: C:\PROJECTS\TRACT No 17389\dwg\Final Design \STREETS\ I 7389—STO2. dwg
SCALE:
AS NOTED
DATE. -
OCTOBER, 2011
DRAWING NO.:
4905
6
CURVE &
LINE TABLE
RADIUS
DELTA
LENGTH
IANGENT
BEARJ�G
A
25.0,00
90*00'00"
39.27'
25.00
B
25.00 1.
9(T00'00n
39.27'
25.00'
C
62.00'
11 (Y00200 0
119.03'
88.55'
D
112.100"
1 0*00'00n
19.55
9.80
E
42.36'
1 S 80-0121 W I
03 EG LEGEND.
INDI PROPOSED A.C. PAVEMENT BASIS OF BEAR, INGS.-
INDICATES REMOVE EXISTING A.C. PAVEMENT THE CENTERLINE OF CITRUS AVENUE, ALSO BEING THE EAST LINE, OF SECT ON, 36# T.' N.9
R.6W., S.B.M. AS SHOWN ON TRACT 16568, AS RECORDED IN M.B. 300115�-62.
BEING: N 00*00'13" E
INDICATES GRIND AND OVERLAY EXISTING A.C.PAVEMENT
DATE ENGR. CITY DATE
SHOULD CONSTRUCTION OF REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNER.. THE CITY ENaNEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH
CONDMONS AND STANDARDS IN EFFECT
1 .1 1
PREPARED FOR: CITY OF FONTANA BM -361
R.R. SPIKE IN PP NO. 1536697E AT THE SW CO RI
MEMAGE HOME OF BASELINE AVENUE AND SULTANA, AYENU.L.
1250 CORONA POINTE COURT ELEVATION: 1365.01, SINCE DESTROYED
SUITE 2 10
CORONA, CA 92879 SITE BENCHMU!,, K
SW CORNER, SEC. 31, TAN., R.5k, I.P
TEL (951) 547-8320 11
FAX (951) 547-8301 WITH BRASS CAP, C.S.M. AT THE INTERSECTION PF
BASELINE AVENUE AND CITRUS AVEi1,IU[-:*.
aWAT10ht 139102
WITUP. 11W. -T%JV1
PROPOSED 8" SEWER I I + 42'
PER CITY OF FONTANA
DWG. NO. 4906
36
LOT "Efl CASCADE DRIVE
SEE LEFT
M!
DO CONSRUCnON N07ES
(D -CONSTRUCT 4' AC PAVEMENT IN) OVER 120 OF 95% COMPACTED NATIVE SOIL
3 (SEE GENERAL NOTE 31 & '32�
4 CONSTRUCT 6" PCC CURB & GUTTER PER CITY STD. DWG. NO. 1000
5 CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. DWG. NO. 403, W=8'
6 CONSTRUCT 4w PCC SIDEWALK PER CITY STD. DWG. NO. 1006, WIDTH & TYPE AS SHOWN ON
PLAN
7 CONSTRUCT CURB ACCESS RAMP PER CITY STD. DWG. NO. 1003
8 CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. NO. 1002p W=16# UNLESS NOTED
OTHERWISE
CONSTRUCT LOCAL DEPRESSION PER CITY STD. DWG. NO. 3003, CASE C, H=PER PLAN
CONSTRUCT CATCH BASIN PER CITY STD. DWG. NO. 3004, H=PER PLAN
(WIDTH AS SHOWN ON PLAN)
INSTALL 5800 LUMEN HPSV (70 WATr; #7) LUMINAIRE PER CITY STD. DWG. NO. 404
14 ADJUST MANHOLE FRAME AND COVER TO GRADE PER CITY STD. DWG. NO. 2000
15 INSTALL STREET NAME SIGN PER CITY STD. DWG. NO. 4003
Prepued By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Flanning
8253 Sierra Avenue
Fontana, California 92335
9) 356-1 Fax (909) 356-1795
Ra4ond J. Allard, R.C.E. 36052 Date
(expires 6/30/2012)
PER CITY OF FONTANA
DWG. NO. 3845
09 BCR
LO
+ CS
cq 12
2
N
SALT K".)INT WAY
e�- I INSTALL STOP SIGN PER CITY STD. DWG. NO. 4003
SAWCUT AND REMOVE EXISTING AC PAVEMENT TO A CLEAN STRAIGHT LINE (1' MIN.)
131RIND AND OVERLAY EXISTING PAVEMENT FOR A SMOOTH TRANSITION AS SHOWN ON PLAN
AND DET/VL ON SHT. I
CONSTRUCT A STANDARD BARRICADE PER CITY STD. DWG. NO. 4000
(20)--,R,P-UOVE EXISTING 13ARRICADE
IhISTALL ABTECH C01414N ULTRA-UR13AN FILTER WITH SMART SPONGE PLUS CURB INLET FILTRATION
DEVICE PER DETAILS ON SHEET 6 GMIC SCAU
40 0 20 40 80 160
(IN FE0
M a 40 FT.
C17Y OF FONTANA, CALIFORNIA
S
J. - STREET IMPROVEMENT PLAN
DRAWN BY. -
AE TRACT NQ 17389
0 No. 36052 m
t DESIGNED BY.- CASCADE D�V� AND SALT POINT WAY
Exp. 6/30/12 A EE
cjvj�- CHECKED BY.- �APPROVEQ- 8 .
"'�'OF
M- DSH DATE:
CITY ENGINEER R.C.E. 51152
Filename: C:\PROJECTS\TRACT No 17389\dwg\Final Design \STREETS\ I 7389—STO2. dwg
SCALE:
AS NOTED
DATE. -
OCTOBER, 2011
DRAWING NO.:
4905
6