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SEE Siff 4
52'
26' 26'
6' 20' 20 6'
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10+45.09
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RECORD DOCUMENT
oQ�o Ati�� These Record Documents have been prepared based
S.. HA, \;� on information provided by others. The Design
Professional has not verified the accuracy and/or
W No, 43976 m completeness of this information and shall not be
Exp. 6-30-09 responsible for any eeors or omissions which may
s�q Crv;� ��� herein as a result
OF CALN, ,. _44\109 -
DATE
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DIAL TW9 WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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REV.
M
DAVID LANE
SEE Siff 4
55 54 53 52
6 PROPOSED
R/W
t------------- 4 ------ ------ ------
12+14.09 BC 12 PR PO D g 5' PUE —
1401.81 TC RIW
43 44 45
0
0
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DATE I ENGR.I CITY I DATE
FAITH STREET
51 m 50
N -i
U')00
5' PUE
13+45.70 ECR
1408.86 TC
46 47 48
SHOULD CONSTRUCTION OF REQUIRED
IMPROVEMENTS NOT COQ wnm
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT KANNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
>RRTIVG THEA[ I111TO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT
13+09.411 EC
1408.09 TC
(I III rip
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III (TURE
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89'5254"
1cp 49
EASEMENTO'
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'- I
118'
UTURE 20' STORM DRAIN
18'
25'
25-
50'
DAVID LANE
SEE Siff 4
55 54 53 52
6 PROPOSED
R/W
t------------- 4 ------ ------ ------
12+14.09 BC 12 PR PO D g 5' PUE —
1401.81 TC RIW
43 44 45
0
0
�i
DATE I ENGR.I CITY I DATE
FAITH STREET
51 m 50
N -i
U')00
5' PUE
13+45.70 ECR
1408.86 TC
46 47 48
SHOULD CONSTRUCTION OF REQUIRED
IMPROVEMENTS NOT COQ wnm
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT KANNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
>RRTIVG THEA[ I111TO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT
13+09.411 EC
1408.09 TC
20' 20'
27' 27
54'
ISABEL LM
SEE SHT 6
NOTE:
DRIVEWAY LOCATIONS SHOWN HEREON ARE
APPROXIMATE. FINAL DRIVEWAY LOCATIONS
AND DIMENSIONS SHOULD BE TAKEN FROM
THE APPROVED PRECISE GRADING PLAN
FOR THIS TRACT.
PREPARED FOR:
YOUNG HOMES
10370 TRADEMARK STREET
RANCHO CUCAMONGA,
Ca. 91730
(909) 477-6715
I
15+35.13 FAITH STREET=
FPRS
0.78 ISABEL LANE
FUTURE 36" RCP
TURE
OL SITE
1408.46 TC
13+09.41 EC
1408.09 TC
BENCHMARK
B♦M. 1361, SPIKE IN NORTH FACE OF P.P.
11536697E AT SOUTH WEST CORNER OF
BASELINE AVENUE AND SULTANA AVENUE.
ELEVATION: 1365.01
GRAPHIC SCALE
( IN FEET )
I inch = 40 ft
Prepared By:
ALLARD ENGINEERING
Ei
CONSTRUCTION NOTES
D- — INSTALL 5800 LUMEN HPSV STREET LIGHT (70 WATT; 17) 25 FT. LUMINAIRE HEIGHT POLES
SHALL BE MARBELITE OR APPROVED EQUAL. PER CITY STD. DWG # 1016
(D—CONSTRUCT 4" AC PAVEMENT (Min.) OVER 12" OF 95% COMPACTED NATIVE
( See general notes 31 and 32)
3� CONSTRUCT 6" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003
6 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015
7 CONSTRUCT CURB ACCESS RAMP PER CITY STD. DWG. NO. 1006
8 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109
10 CONSTRUCT TRAFFIC BARRICADE PER CITY STD. DWG. NO. 118
12 INSTALL STREET SIGN PER CITY STD. DWG. NO. 139
13 CONSTRUCT LOCAL DEPRESSION PER APWA STD. NO. 313-2, CASE PER PLAN (SHEET 7 OF 7)
14 CONSTRUCT CATCH BASIN PER APWA STD. NO. 300-2, W (WIDTH)= PER PLAN (SHEET 7 OF 7)
CURVE DATA
O
R
FUTURE 36" RCP
L
T
T �' r
I
FUTURE SEWER
90'07'06"
~
25.05'
III (TURE
SEWER
89'5254"
1cp 49
EASEMENTO'
v
°po
'- I
25.04'
UTURE 20' STORM DRAIN
a
26'55'00"
28.19'
I
EASEMENT
60.00'
143'5559"
150.73'
184.29'
20' 20'
27' 27
54'
ISABEL LM
SEE SHT 6
NOTE:
DRIVEWAY LOCATIONS SHOWN HEREON ARE
APPROXIMATE. FINAL DRIVEWAY LOCATIONS
AND DIMENSIONS SHOULD BE TAKEN FROM
THE APPROVED PRECISE GRADING PLAN
FOR THIS TRACT.
PREPARED FOR:
YOUNG HOMES
10370 TRADEMARK STREET
RANCHO CUCAMONGA,
Ca. 91730
(909) 477-6715
I
15+35.13 FAITH STREET=
FPRS
0.78 ISABEL LANE
FUTURE 36" RCP
TURE
OL SITE
1408.46 TC
13+09.41 EC
1408.09 TC
BENCHMARK
B♦M. 1361, SPIKE IN NORTH FACE OF P.P.
11536697E AT SOUTH WEST CORNER OF
BASELINE AVENUE AND SULTANA AVENUE.
ELEVATION: 1365.01
GRAPHIC SCALE
( IN FEET )
I inch = 40 ft
Prepared By:
ALLARD ENGINEERING
Ei
CONSTRUCTION NOTES
D- — INSTALL 5800 LUMEN HPSV STREET LIGHT (70 WATT; 17) 25 FT. LUMINAIRE HEIGHT POLES
SHALL BE MARBELITE OR APPROVED EQUAL. PER CITY STD. DWG # 1016
(D—CONSTRUCT 4" AC PAVEMENT (Min.) OVER 12" OF 95% COMPACTED NATIVE
( See general notes 31 and 32)
3� CONSTRUCT 6" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003
6 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015
7 CONSTRUCT CURB ACCESS RAMP PER CITY STD. DWG. NO. 1006
8 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109
10 CONSTRUCT TRAFFIC BARRICADE PER CITY STD. DWG. NO. 118
12 INSTALL STREET SIGN PER CITY STD. DWG. NO. 139
13 CONSTRUCT LOCAL DEPRESSION PER APWA STD. NO. 313-2, CASE PER PLAN (SHEET 7 OF 7)
14 CONSTRUCT CATCH BASIN PER APWA STD. NO. 300-2, W (WIDTH)= PER PLAN (SHEET 7 OF 7)
CURVE DATA
O
R
A
L
T
A
25.00'
90'07'06"
39.32'
25.05'
B
25.00'
89'5254"
39.22'
24.45'
C
25.00'
90'05'59"
39.31'
25.04'
D
60.00'
26'55'00"
28.19'
14.36'
E
60.00'
143'5559"
150.73'
184.29'
F
60.00'
26'55'00"
28.19'
14.36'
G
45.00'
90'05'59"
70.76'
45.08'
I? of ESS /pN
OOP�\p S. Hq-1�
�F
v� _P Z DRAWN BY:
W No. 43976 m JK DMB
* Exp. 6/30/05 * SIGNED BY:
0JM
9� Civil- ��`P CHECKED +
F0F CAL H
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
TRACT NO. 16158 SCALE: "
1
FAITH STREET DATE: =40
SEPTEMBER, 2002
APP pBY• ' DRAWING NO.: 8
la az
CITY ENGINE R.C.E. 51152 3181 7
Filename: M:\DWG\15902\STREETS\FINAL-PHASE\St-5.DWG