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PRITILE
HDRIZ 1
4
40'
VERT 1*'= 4'
- - - - - -- - ---------------
10+00 11+00 12+00 13+00 14+00 15+00 PLAN 1'= 40' 116+00 10+00 11+00 12+00 13+00 14+00
PROP R
C�tSC �A::L -E
�=4 O�'
TRA C T No.
SCALE IN FEET
0 80 120 1
IRON SPRING LANE
SEE SHT. 5
CURVE
TABLE
LINE
BEARING
CURVE
DEL TA
RADIUS
LENGTH
TANGENT
C25
25'50'Jl"
20.00
9.02
4.59
C26
25'50'J 1 "
20.00
9.02
4.59
C27
25'50'Jl"
20.00
9.02
4.59
C28
25'50'Jl"
20.00
9.02
4.59
C29
180*00'00"
5.00
15.71
INFINITE
cio
90*00,00"
J5.00
54.98
J5.00
Cil
90,00,00"
J5.00
54.98
J5. 00
CJ2
90*00,00
55.00
86.J9
55. OL_�
TRA C T No.
SCALE IN FEET
0 80 120 1
IRON SPRING LANE
SEE SHT. 5
LINE TABLE
RADIUS
LINE
BEARING
LENGTH
L1
N 10'09'20 W
41.04
L2
N10'26'107_
4104
LJ
N79J8'187-
C2
TRA C T No.
SCALE IN FEET
0 80 120 1
IRON SPRING LANE
SEE SHT. 5
JPE2 m ^ " I 1�
n RV7 PiAIF n Ao" vF
%.#%/1V0 I fFL;Lf I ILI" 1VV I co
CONSTRUCT 4- AC PAVEMENT (MIN.) OVER 12- COMPACTED
NATIVE MATERIAL (SEE GENERAL NOTES 51 & J2).
CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 100J.
CONSTRUCT 8" CF P.C.C. CURB PER CITY STD. PLAN NO. 100J.
CONSTRUCT CROSS GUTTER PER CITY ST. PLAN NO. 104. (MODIFIED
CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1006.
(-6)-CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015.
CURVE
CURVE TABLE
RADIUS
LENGTH
CURVE
DEL TA
RADIUS
LENGTH
TANGENT
C1
100' 1745"
60.00
105.01
71.88
C2
1 O'l 745 "
105.50
18.96
9.50
ci
90100,00"
J5.00
54.98
J5.00
C4
90'1222 "
J5.00
55.10
J5. 1J
C5
1 O'l 745"
105.50
18.96
9.50
C6
110*4752"
60.00
116.01
86.97
C7
1 Q'I 745 "
105.50
18.96
9.50
C8
90100,00"
J0. 00
4712
J0. 00
C9
90,00,00"
J0. 00
47.12
J0. 00
C10
20'2 1'51 "
40.00
14.22
7.18
C11
20'2 1'51 "
40.00
14.22
718
C 12
20*2 1'51 "
40.00
14.22
718
Cli
20'2 1'51 "
40.00
14.22
7.18
C14
22' 1 I'JO "
50.00
19.J7
9.81
C15
22-1 1'JO-
31.00
1 12.01
1 6.08
C16
22'1 J'jo "
50.00
1 19.J7
1 9.81
JPE2 m ^ " I 1�
n RV7 PiAIF n Ao" vF
%.#%/1V0 I fFL;Lf I ILI" 1VV I co
CONSTRUCT 4- AC PAVEMENT (MIN.) OVER 12- COMPACTED
NATIVE MATERIAL (SEE GENERAL NOTES 51 & J2).
CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 100J.
CONSTRUCT 8" CF P.C.C. CURB PER CITY STD. PLAN NO. 100J.
CONSTRUCT CROSS GUTTER PER CITY ST. PLAN NO. 104. (MODIFIED
CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1006.
(-6)-CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015.
CURVE
DEL TA
RADIUS
LENGTH
TANGENT
C17
21'lJ'05"
J1. 12
11.52
5.8J
C18
180*00,00"
5.00
15.71
INFINITE
C 19
180100,00"
5.00
15.71
INFINITE
C20
180'00'00"
9.00
28.27
INFINITE
C21
25'50'J I "
40.00
18.04
9.18
C22
25'50'J 1 "
20.00
9.02
4.59
C2J
25'50'J 1 "
40.00
18.04
9.18
C24
25*50'j 1 "
1 20.00
1 9.02
4.59
A,
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. I REVISION DESCRIPTION I DATE I ENGR. I CITY I DATE
i 14\ ixr<oxoDwr..mmmcr16*e7-4 nu -e -y 74A&M.41 t&J VIQ h1wal
SQUARE TOP LANE
SEE SHT 08
I
N
9
TRA C T No.
16427-5
TRA C T No.
16427
CONSTRUCT DRIVEWAY APPROACH PER C17Y STD. PLAN NO. 10J. Boom
"W" PER PLAN. DA
r10-11- A[)// ICT AIA A/LJ/)/ C A 0 IATC UAJ t/E- JD1)V T/) f10Af)C' 000 11TV , Htlx"OrSIDE
I VU/ L/
STD. NOS. 109 & 1JO.
(3"NSTALL STREET NAME SIGN PER CITY STD. NO. 1J9. BENCH MARK: 18- 17 BASIS OF BEARINGS:
3__ INSTALL STREET LIGHT, KING LUMINAIRE I K1 18E-E;4R- 11 - 100 (MOG) CALFRANS BENCHMARK 18-17. A THE BASIS OF BEARINGS FOR THIS MAP
-HPS-120-K14-PR-HSS-T5S-SCE (HEIGHT=14.5) BRASS CAP IN THE CONCRETE BASE OF IS THE CL OF L YT4JE REEK RD
12 5g
THE,SOUTH LEG OF AN SCE TOWER SHOWN AS NOO* E ON EdORD
&CONSTRUCT ENHANCED PAVEMENT PER DETAIL ON SHT. NO. J. J4J NORTH OF HIGHLAND 0.2 Mt WEST OF SURVEY MAP FILED IN
OF SAN SEVAINE RD., 2.�� MI WEST R.S.B. 111199-10J
CONSTRUCT 4 112- AC PAVEMENT (MIN.) OVER 12- COMPACTED OF SIERRA A VE.
NATIVE MATERIAL. (SEE GENERAL NOTES J1 & J2). ELEVATION- 1428.609
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.
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
�,(Jjg 0 4 2 Zill 7. 07?
,ism
C i i§PS C�A� �L� i T �= �4 C
SUMMIT A VE.
SEED WG. NO. J50 7
j SHEET J OF 5
SEE SAEET 16
FOR �ETAIL
!I!
cz c-- 1g, I
=
No 3f 37
RECORD DRAWIN
THESE RECORD DRAWINGS HAVE BEEN PREPARED, I
PART, ON THE BASIS OF INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT r!E
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WH�CH
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
A RESULT THEREOF,
CITY OF FONTANA, CALIFORNIA
PRIVATE STREET IMPROVEMENT PLANS
DRAWN BY: TRACT NO. 16427 SCALE:
MAISC AS SHOWN
DESIGNED BY: 164274 & 16427-5 DATE:
---- �Bl PINE bV & PA RKSIDE WA Y
EF AUGUST 200J N
CHECKED BY71�.AP OVED DRAWING NO.:
1 -It -7104- 3514
GB 01TY ENGINEER R.C.E. 51152 DAT ]18 ___4
JAII 26-1769\Streets\ST1 4.dwa. 02/18/2004 01:01:26 PIVI. DIVI