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16271 CURVE DATA
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13+66.03 JOHNSON WAY
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- PROPOSED FIREPROPOSED R/W
HYDRANT
177='!, 'T-'
16+00
4 3
PROPOSED 8" WAIER
BY OTHERS 5
LIME AVENUE
SEE SHEET 8
LIMITED �� i I I I liTV
USE AREA 0 I
C! _ I�
2 1 +
23+28.50 BCR
1316.64 TC!1 15.3
- w. - r
10 CROWN LINE 11 �.,
N89 58 33"W D "-- ._ - Tn . I N I 1 1
9 13 3 0 1® 11
15 - 2'°y 15 16 a 1
,a.... ___.__... N89 ,58 33"W
10
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10 x 'p
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7
BC 13+21.03 CR 1 14.6 II
-- - -- --
1310.77 TC E -- ---------- - -- -- -=---- -- -- - - ; I FL
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^ �' C-' " 22+28.50 ECR
16 =- 1 W 51 Co i? w � m U PROPOSED R/W PROPOSED 8 SEWER I I
t0
1 00 0 n rn 0 0, o i- 0 PER CITY DWG NO. 3538 1314.70 TC ( I 1
EC + N N52 NN X53 54 55 56 57 58 59 60 61
Z $ ��� I + _
ori �� + + m zl
^r7M Nom, I1 I
BC I I I 1 ^ ^ LIMITED � 20" 20'
USE AREA
20' 20' r+. % 32' 32'
17 32' 64' 32' 50 CLEVELAND DRIVE 1 1 64'
TOLL FREE "qmmpp' 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
JOHNSON WAY
SEE SHEET 4
LIMITED USE AREA (SIGHT DISTANCE)
TRACT NO.
16271 CURVE DATA
Q
RADIUS
LENGTH
TANGENT
C 08'45'05"
280.00'
42.77'
21.43'
D 08'45'05"
300.00'
45.82'
22.96'
E 08'45'05"
320.00'
48.88'
24.49'
PRff"
17+00
18+00
19+00
VW.- r' 4'
LIME AVENUE
SEE SHEET 8
LIMITED �� i I I I liTV
USE AREA 0 I
C! _ I�
2 1 +
23+28.50 BCR
1316.64 TC!1 15.3
- w. - r
10 CROWN LINE 11 �.,
N89 58 33"W D "-- ._ - Tn . I N I 1 1
9 13 3 0 1® 11
15 - 2'°y 15 16 a 1
,a.... ___.__... N89 ,58 33"W
10
i --{ 1 15.0
o J
10 x 'p
>2 2
' cs
7
BC 13+21.03 CR 1 14.6 II
-- - -- --
1310.77 TC E -- ---------- - -- -- -=---- -- -- - - ; I FL
I�
" :W 5 I
^ �' C-' " 22+28.50 ECR
16 =- 1 W 51 Co i? w � m U PROPOSED R/W PROPOSED 8 SEWER I I
t0
1 00 0 n rn 0 0, o i- 0 PER CITY DWG NO. 3538 1314.70 TC ( I 1
EC + N N52 NN X53 54 55 56 57 58 59 60 61
Z $ ��� I + _
ori �� + + m zl
^r7M Nom, I1 I
BC I I I 1 ^ ^ LIMITED � 20" 20'
USE AREA
20' 20' r+. % 32' 32'
17 32' 64' 32' 50 CLEVELAND DRIVE 1 1 64'
TOLL FREE "qmmpp' 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
JOHNSON WAY
SEE SHEET 4
LIMITED USE AREA (SIGHT DISTANCE)
TRACT NO.
16271 CURVE DATA
Q
RADIUS
LENGTH
TANGENT
C 08'45'05"
280.00'
42.77'
21.43'
D 08'45'05"
300.00'
45.82'
22.96'
E 08'45'05"
320.00'
48.88'
24.49'
REV. I REVISION DESCRIPTION
RECOiPd 01',4 W//1/(j'
DATE I ENGR.I CITY I DATE
SHOULD CONSTRUCTION OF REQUIRED
UVROVEMENTS NOT COMMENCE WITH<NN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
DH IGENT MANNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT
BASIS OF BEAMGS:
THE BASIS OF BEARING IS THE CENTERLINE OF MILLER AVENUE SHOWN AS
N89 -59'42"W, PER RECORD OF SURVEY, RECORDED IN BOOK 60 OF SURVEYS,
PAGE 77, OFFICIAL RECORDS OF THE COUNTY OF SAN BERNARDINO.
PREPARED FOR:
The Stratham Group
2201 Dupont Drive, Suite 300
Irvine, CA 92612
(949) 833-1554 ext.226
(949) 833-7853
BENCHMARK
CITY OF FONTANA BENCHMARK NO. 361.
RAILROAD SPIKE IN NORTH FACE OF POWERPOLE
NO. 1536697E AT THE SOUTHWEST CORNER OF
BASELINE AVENUE AND SULTANA AVENUE
ELEVATION: 1365.01
LIME AVENUE
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 By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
(909) 356-1815 Fax (909) 356-1795
3L Iz-IM-03
David S. Hammer, A.C.E. 43976 Date
(expires 6/30/2005)
4
18+13.12 CLEVELAND DRIVE=
22+78.46 LIME AVENUE
1315.50 FS
GRAPHIC SCALE
( IN FEET )
1 inch = 40 ft.
Ne. 397 6
�n
e'7!
c'X0. s/nil" 97 M
�g �ZVIL
Docum
These Record DocumeWs have been n pre ared
ed �> iform l )wj, PlrovUded by others. The
es n I rof
not verified the accuracy
nl/'r nom 9eae�ess of this informationd
res nor sF v1e for any errors or omissions
l
YNch may be incorPorated IfAerei�a as a result �
CONSTRUCTION NOTES
O1 — CONSTRUCT 4" AC PAVEMENT �MIN) OVER 12" OF 95% COMPACTED NATIVE SOIL
(SEE GENERAL NOTE 31 & 32
2a— CONSTRUCT 6" PCC CURB & GUTTER PER CITY STD. DWG. NO. 1003
50- CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015, WIDTH & TYPE
AS SHOWN ON PLAN
CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. NO. 102, W=16'
UNLESS NOTED OTHERWISE
7�- ADJUST MANHOLE FRAME AND COVER TO GRADE PER CITY STD. DWG. NO. 109
10 INSTALL 5800 LUMEN HPSV (70 WATT; #7) LUMINAIRE
11 INSTALL STOP SIGN, PAINT STOP BAR & LEGEND PER CITY STD. DWG. NO. 139 & CALTRANS STDS.
12 INSTALL STREET SIGN PER CITY STD. DWG. NO. 139
fol
0. QR)FESs,o CITY OF FONTANA, CALIFORNIA
s "A�� STREET IMPROVEMENT PLAN
c ° Z DRAWN BY: SCALE:
AE TRACT NO. 16271-1 1 "=40'
W No. 43976 m
* Exp. 6/30/05 * DESIGNED BY: _ CLE DRIVEAE DECEMBER, 2003
CHE KED _1'./. AP 7��'D
BY: DRAWING NO.: 3
OFCAL�F rnr"
CITY ENGINEER R.C.E. 51152'=7 8
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