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SEVILLE AVENUE EMERALD AVENUE UPLAND AVENUE
STREETfGRADING
CONSTRUCTION NOTES:
(CONT.):
O1
CONSTRUCT
8" CURB AND GUTTER PER CIN OF FONTANA STD. PLAN NO.
1000.
OCONSTRUCT
1
6" CURB AND GUTTER PER CIN OF FONTANA STD. PLAN N0.
1000.
O4
■■_■■■���
SIDEWALK PER CIN OF FONTANA STD. PLAN N0. 1006, WIDTH
AS SHOWN.
OS
CONSTRUCT
STANDARD CURB RETURN ACCESS RAMP PER CIN OF FONTANA STD.
3
PLAN N0. 1003, INCLUDING CAST—IN—PLACE OR PREFABRICATED SURFACE
(NO
23.56'
GLUE DOWN)
BLACK DETECTABLE WARNING TRUNCATED DOMES.
90'00916"
15.00'
23.56'
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1 20.00'
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STA. 17+64 I IIID 6 -t-
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BEGIN 6"
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STA. 18+46.78 ECR 4 ., 4 —
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SEVI AVS —=ix �° W
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STA. 18+81.78 STA. 10+00.00
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SEVILLE AVE./EMERALD AVE. I cn w cn w 3 cn w 3 cn w cn w cn w cn w cn w cn w cn w Ow cnw wQlo
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2 6 6 17 17 17 17 17 17 17 17 2
I
II 4 I I
I I:
SEVILLE AVENUE EMERALD AVENUE UPLAND AVENUE
STREETfGRADING
CONSTRUCTION NOTES:
(CONT.):
O1
CONSTRUCT
8" CURB AND GUTTER PER CIN OF FONTANA STD. PLAN NO.
1000.
OCONSTRUCT
1
6" CURB AND GUTTER PER CIN OF FONTANA STD. PLAN N0.
1000.
O4
CONSTRUCT
SIDEWALK PER CIN OF FONTANA STD. PLAN N0. 1006, WIDTH
AS SHOWN.
OS
CONSTRUCT
STANDARD CURB RETURN ACCESS RAMP PER CIN OF FONTANA STD.
3
PLAN N0. 1003, INCLUDING CAST—IN—PLACE OR PREFABRICATED SURFACE
(NO
23.56'
GLUE DOWN)
BLACK DETECTABLE WARNING TRUNCATED DOMES.
90'00916"
15.00'
23.56'
15.00'
5
90'00'14"
20.00'
31.42'
1 20.00'
6
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9 5035.48 5792.49J_NO0615'55"W 614.9017
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SEE SHEET 5
STA. 17+64 I IIID 6 -t-
SEVILLE AVS. I , .. ( I I
I 6 4 2 P rn �-
BEGIN 6"
AND GUT-Itk' i °.
° ° °.b
WING ONLY I e
II II ..
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STA. 17+83 40 I °
G' °.
I I SEVILLE 00 - D 100
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PLANS SHEE,17, I
SEVILLE AVS 6 ° ° ° ° ° ° DW N0. 49 ° rn
IIII -� STA. 18+36.68 BCR
END 6 CURI o
c� ^ AND GUTTER I ° .. UPLAND AVENUE
vrn I I 4 - "
`- END 8 CURB
f ,L ° � 4 :6 I °
STA. 18+46.78 ECR 4 ., 4 —
to °. () AND GUTTER
— 2 _im
SEVI AVS —=ix �° W
Q rn BEGIN 6 CHR ° ,,. RQ a . �� s q� . rn A�
AND GUTTER 5
has« . ..... ..
12+00 to 3 i L 13V -' rn 14 00 5+00 v J u") 2 16+00 -
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O p� O O 00 O O O O O I
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to -i in -1 O
C.P. NO. 11 I I I I I 'w I •w N I I I I 'w M I 'w 'w I 'w 'w I 'w 'w I 'w 'w I •,w o I I
a a a a a a a a a a a a o
STA. 18+81.78 STA. 10+00.00
yT 0
SEVILLE AVE./EMERALD AVE. I cn w cn w 3 cn w 3 cn w cn w cn w cn w cn w cn w cn w Ow cnw wQlo
� : °jl�� I I I I I I I I I I I
FD. NOTHING I II I
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2 6 6 17 17 17 17 17 17 17 17 2
I
II 4 I I
I I:
SEVILLE AVENUE EMERALD AVENUE UPLAND AVENUE
Underground Service Alert
SECTION 4216/4217 OF THE GOVERNMENT
CODE REQUIRES A DIG ALERT IDENIIFlCATION
NUMBER BE ISSUED BEFORE A PERMIT TO
EXCAVATE NflLL BE VAUD
FOR YOUR DIG ALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT
TOLL FREE 1-800-227-2600
TWO WORKING DAYS BEFORE YOU DIG REV. REVISION DESCRIPTION oar orcR. an ons
JOB it. 101-49
1
HORZ: 1" = 40' I
\FRT- 1" = 4'
STREETfGRADING
CONSTRUCTION NOTES:
(CONT.):
O1
CONSTRUCT
8" CURB AND GUTTER PER CIN OF FONTANA STD. PLAN NO.
1000.
OCONSTRUCT
1
6" CURB AND GUTTER PER CIN OF FONTANA STD. PLAN N0.
1000.
O4
CONSTRUCT
SIDEWALK PER CIN OF FONTANA STD. PLAN N0. 1006, WIDTH
AS SHOWN.
OS
CONSTRUCT
STANDARD CURB RETURN ACCESS RAMP PER CIN OF FONTANA STD.
3
PLAN N0. 1003, INCLUDING CAST—IN—PLACE OR PREFABRICATED SURFACE
(NO
23.56'
GLUE DOWN)
BLACK DETECTABLE WARNING TRUNCATED DOMES.
90'00916"
Underground Service Alert
SECTION 4216/4217 OF THE GOVERNMENT
CODE REQUIRES A DIG ALERT IDENIIFlCATION
NUMBER BE ISSUED BEFORE A PERMIT TO
EXCAVATE NflLL BE VAUD
FOR YOUR DIG ALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT
TOLL FREE 1-800-227-2600
TWO WORKING DAYS BEFORE YOU DIG REV. REVISION DESCRIPTION oar orcR. an ons
JOB it. 101-49
1
HORZ: 1" = 40' I
\FRT- 1" = 4'
LEGEND:
EXISTING PCC CONCRETE
�. °. PROPOSED PCC CONCRETE
PROPOSED LANDSCAPE AREA PER ONSITE
LANDSCAPE PLANS SHEETS 24 TO 36
0 PROPOSED ASPHALT CONCRETE
C.P. NO. 9
STA. 18+81.68/STA. 16+14.90
UPLAND AVE./EMERALD AVE.
FD. NOTHING
CURVE/LINE
TABLE
(CONT.):
®
DELTA/BEARING
RADIUS
LENGTH
TANGENT
1
N00'15'55"W
--
502.90'
--
2
89'59'44"
30.00'
47.12'
30.00'
3
89'59944"
15.00'
23.56'
15.00'
4
90'00916"
15.00'
23.56'
15.00'
5
90'00'14"
20.00'
31.42'
1 20.00'
6
N89'44919'E
--
28.13'
1 --
LEGEND:
EXISTING PCC CONCRETE
�. °. PROPOSED PCC CONCRETE
PROPOSED LANDSCAPE AREA PER ONSITE
LANDSCAPE PLANS SHEETS 24 TO 36
0 PROPOSED ASPHALT CONCRETE
C.P. NO. 9
STA. 18+81.68/STA. 16+14.90
UPLAND AVE./EMERALD AVE.
FD. NOTHING
TKE ENGINEERING, INC.
%A R 9( 2305 CHICAGO AVENUE
RIVERSIDE, CA 92507
(951) 680-0440
No.69984 ERING FAX (951) 680-0490
Exp.9-30-12
9� oiviv 0-1h- to
�►L TERRY MURPIRES:
ENNER R.C.E. No. 69984
9-30-12
SHOULD CONSTRUCTION OF THE aREQUIRED lit1L11 Vlvl�lri
COMMENCE WITHINRTWOMENTS YEARS NOT OF THE STREET IMPROVEMENT PLANS
STREET IMPROVEMENT PLANS DATE OF APPROVAL SHOWN HEREON IMAM BY: EMERALD AVENUE scx
st
EMERALD AVENUE AND CARRIED FORTH IN A DILIGENT la� ggO�
MANNER, THE CIN ENGINEER MAY o� BY: STREET IMPROVEMENT PLAN/PROFILE o„M
SEVILLE AVENUE TO UPLAND AVENUE REQUIRE REVISIONS TO THE PLANS TO TMIt OCT. 2010
BRING THEM INTO CONFORMANCE WITH qEpKM BY: mpRpym DAIS owAwwc r4o.:
CONDITIONS AND STANDARDS IN EFFECT. � p,Zpp,/4
CRY ENGINEER R.C.E.No. 51152 4851 g
STREETfGRADING
CONSTRUCTION NOTES
(CONT.):
GRAPHIC SCALE
O6
CONSTRUCT
COMMERCIAL DRIVEWAY PER CIN OF FONTANA
STD. PLAN N0. 1002.
ao 0 20 ao eo 160
O9
CONSTRUCT
2" OF ASPHALT CONCRETE OVERLAY AND 2.5"
OF ASPHALT CONCRETE
SURVEY CONTROL TABLE:
PAVEMENT OVER 1.0' OF 95% COMPACTED NATIVE SOIL.
15
CONSTRUCT
DISCHARGE STRUCTURE PER CIN OF FONTANA
STD. PLAN N0. 3000.
C.P. No. NORTHING EASIING BEARING DISTANCE
11 4420.58 5795.34(IN
FEET)
CONSTRUCT
TREE WELL AND GRATE PER CIN OF FONTANA
STD. PLAN N0. 5046.1
9 5035.48 5792.49J_NO0615'55"W 614.9017
INCH = 40 FEET
OTTV 11V VlIATT A AT A 0 A T TVl1DATT A
TKE ENGINEERING, INC.
%A R 9( 2305 CHICAGO AVENUE
RIVERSIDE, CA 92507
(951) 680-0440
No.69984 ERING FAX (951) 680-0490
Exp.9-30-12
9� oiviv 0-1h- to
�►L TERRY MURPIRES:
ENNER R.C.E. No. 69984
9-30-12
SHOULD CONSTRUCTION OF THE aREQUIRED lit1L11 Vlvl�lri
COMMENCE WITHINRTWOMENTS YEARS NOT OF THE STREET IMPROVEMENT PLANS
STREET IMPROVEMENT PLANS DATE OF APPROVAL SHOWN HEREON IMAM BY: EMERALD AVENUE scx
st
EMERALD AVENUE AND CARRIED FORTH IN A DILIGENT la� ggO�
MANNER, THE CIN ENGINEER MAY o� BY: STREET IMPROVEMENT PLAN/PROFILE o„M
SEVILLE AVENUE TO UPLAND AVENUE REQUIRE REVISIONS TO THE PLANS TO TMIt OCT. 2010
BRING THEM INTO CONFORMANCE WITH qEpKM BY: mpRpym DAIS owAwwc r4o.:
CONDITIONS AND STANDARDS IN EFFECT. � p,Zpp,/4
CRY ENGINEER R.C.E.No. 51152 4851 g