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A -A S 0 N B f 3 -CTION C C
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....... -- ----- AMERICAN PUBLIC WORKS ASSOC LATION
... ...... 5OUTHERN CALIFORNIA C'
14APTER
A
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T 1=
STAWARD PLAN
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WORKS STANW4* "0-,,
DEPRES'SIONS
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313
AT CATCH 13ASINS
USE WMI STANDARD SP90FICAMONS MR PUBLIC WOMM CONSTRucfjoN SHEET I or- 4
10+00 11+00 12+00 13+001 PLAN 1 40' 14+00
SCALE- 1 h- = 40 1
PARKHOUSE
DRIVE
SEED WG, NO. 379 7
SHEET 7 OF 11
�,l 5 i
0 00
10+ 4.90
JAMIE LANE
17 2j' 4" CO) 1" 17.
T
z:
Z�
<jtK
tk
ilk.
v�i
A I A A A A
TOLL FREE -"Nmmmw-1 -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERMCE ALERT
SCALE IN FEET
40 80 120 160
FAN PALM STREET
SEE SHEET 2
i
WA Y
JJO' SCE RIW
\VO
_r �lj
CONSTRUCTION NOTES
CONSTRUCT 4- AC PAVEMENT (MIN.) OVER 12- NATIVE MATERIAL
COMPACTED TO 957.. (SEE GENERAL NOTES Jl & J2).
CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY ST9. PLAN NO. 100J.
CONSTRUCT 4" P.C.C. SIDEWALK PER CITY ST9 PLAN NO. 1015.
CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1006.
CONSTRUCT CROSS GUTTER PER CflY ST9. 104 ( MODIFIED W=8'
ADJUST MANHOLE ANDIOR GATF VALVE BOX TO GRADE PER CITY
STD. NOS. 109 & 1JO.
INSTALL STREET NAME SIGN PER CITY STD. NO. lJ9.
INSTALL STREET LIGHT, KING LUMINAIRE j Kl 18 -EAR- 11- 150 HPS-
K16-HSS-TS-PR-EDISON LEX4N (NOSTALGIC POLE).
@ INSTALL TEMPORARY BARRICADE
RECORD DRAWING 4&
- 4t
HWOAKLM & ASSOCIATES
2.90614PAMSSf SfE-A-151 RWMPF7CA - 920*
L INE TA BL E
TABLE
LINE
BEARING
LENG TH
L 1
N 0 011'22 " W
111. 4J
L2
N 07 1'22" W
29.00
LJ
N 0 911'22 " W
48.50
RECORD DRAWING 4&
- 4t
HWOAKLM & ASSOCIATES
2.90614PAMSSf SfE-A-151 RWMPF7CA - 920*
()FES
DDL
ig&
( LLJ c�
cL NO.58020 73
CIVI%,
OF C
BENCH MARK. 18-17
BRASS CAP IN THE CONCRE7E BASE OF
THE SOUTH LEG OFAN SCE TO*ER
R3, NORTH OF HxHLAND, a2 M1 OFST
OF SAN SEVAINE RD., 2.65 Ml IfEST
OF SID?RA AVE.
ELEVA 710N.- # 1428.609
BASIS OF BEARINGS. -
THE BRG N089*59'31'wE
ALONG THE CL SUMMIT AVE
AS &VO*N ON 7R. NO.
16427-1, M.B. 29617-11.
01 E!.
I. ALL EXPOSED EDGES SHALL BE ROLINOM TO A 15 min WALF INCH) RADIUS,
.2, TNE CURS FACE'AT P01M A AND D SHALL BE -THE NORMAL CURB FACE OF THE ADJACENT CUR&
THE :CURB TACEAT POMTS 0 AMD 0 SHALL BE THE NORMAL CURIO FACE OF THE ADJACENT Culls
'PLU$ H (SEE APPLICABLE CATCH BASIN STANDARD PLAN).
3. IN EMSTJING STREETS WHERE NO:PIAVEMENT -REMOVELIN6 IS INDICATE -0i THE ELEVATION OF THE
OUTER EDGE OF THE LOCAL DEPOEMIbN "g -HALL - .#-Ett T -HE F*16HEO STREE R CE.
4. IN NEW STREETS.OR 94 EXISTINO STREE75 WHERE PAVEMENT REMODELING IS IINDICATEDt
TtlE ELEVAT . JOKS OF POINTS *r-- ANv G SMALL JOE SET Hl HIGHER THAN. THE CCITT" FLOW LINE
THE ELEVATIONS OF P01 . NTS P AND R 5HALL:8E SET H� HIGHER THAN THE GUMR FLOW LINE
ELEVATION$ AT POIWS B AND -Ci RESPECTIVELY -
THE ELEVATION OF POINT S SHALL BE' SET'l� HIG*HER THAN T.H.E ELEVATION AT THE NEAREST
PaUTTER . FLOW LINE.,
WHERE THE'RE 1S NO -PUTT ER ADJACENT TO - THE LOCAL DEPIR.051ION, THE ELEVAT10o OF _rulm-
SHALI, BE SET 1-� HIGHER -THAN THE -EL11VAT16N AT THE NEAREsT irce OF cURal,
DIMENSIONS;
N - NOTED -DN THE PROJECT PLANS.
it] = NOTED ON THE PROJECT.PLANS,
0 THE PRWECT PLANS.
NOTED ON THE PROJECT PLANS.
600 mm 12 Feet?
1.5 m (6 Feet.)
L 1.8 m 051 Feet)
'tA w 1.2 m (4 - Feell
N 1�5 6 Feet)
WD CATC14 BASIN W f0k ONE. CATICH BASIN OR -DISTANCE aEMEN EXTREME END WALLS
FOR MUTIPLE CATCH BASINS.
THE THICKNESS OF THE LOCAL DEPRESSION SHALL BE
6� 01MENSIONS SHOWN 0141' THIS :P"ff FOR METRIC- AND -ENGLISH VNITS ARE NOT "ACT0 EQUAL
VAL.UES- IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUC'"ON SHALL BE METRIC
VALUES, EXCEPT REINFORC114G BAR SIZES Iff ENGLISH UNITS Ni
M..R SIZFS. IF ENGLI%H UNI.TS ARE. USEED. ALL VhLUES USED FOR -CONSTRUCTION SHALL BE ENGLISH
VALLI ES,,
AMEMCAN PUBLIC WORKS-ASSOMATION 9OUT14"ER- N
M-110MIA CHAPTER. gTANQqWp4m
METM
jftf NS
L D_EPRcff--%lm-,;wSl0NS'AT.'C'A 313-1
ATMN
SN6ET40F4
REV. REWSION DESCRIPTFON DA TE EWGR. CITY DA 7E SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS Prepared Under The Supervision Of
NOT COMMENCE HqTHIN TWO VEARS OF THE DATE OF L PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
CO
APPROVAL SHOW HEREON AND CARRIED FORTH IN A
c: m
No. 36637 760-A S. ROCHESTER AVENUE
DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE Exp: 06-30-06 ONTARIO, CA 91761
REWSIONS TO THE PLANS TO BRING THEM INTO Civi (909) 937-9151 1
c h Date
CONFORMANCE NqTH CONDITIONS AND STANDARDS IN EFFECT. RICE 3 EA P 43'0406
RZOMC D ARA tAOW4 5 WENDELL L. IWA TSURU
CITY OF FONTANA, CALIFORNIA
PRIVATE STREET IMPROVEMENT PLANS
DRA *W BY.- KA TE WA Y SCALE:
DMICV AS SHOWN
DESIGNED BY.-- _7PA USE DR. TO FAN PALM STREET DA M.
EF (" ' I NO. 16871 OCT 2005
CHECKED BY.- A VED DRAWNG NO.
VA -.4 :"/z I -/ .0 3866
SCL i.m. ENOWEERA R. C. E. 51152 5Wff 3
a
04
J:\126-2003\streets\st03.dwa. 12/8/2005 8:42:06 AM. Germ Gerry
CURVE
TABLE
CURVE
DEL TA
RADIUS
LENGTH
TANGENT
cl
10'00'02
110.00
19.20
9.62
C2
90,00,00"
25.00
J9.27
25.00
ci
901,00,00"
25.00
J9.27
25.00
()FES
DDL
ig&
( LLJ c�
cL NO.58020 73
CIVI%,
OF C
BENCH MARK. 18-17
BRASS CAP IN THE CONCRE7E BASE OF
THE SOUTH LEG OFAN SCE TO*ER
R3, NORTH OF HxHLAND, a2 M1 OFST
OF SAN SEVAINE RD., 2.65 Ml IfEST
OF SID?RA AVE.
ELEVA 710N.- # 1428.609
BASIS OF BEARINGS. -
THE BRG N089*59'31'wE
ALONG THE CL SUMMIT AVE
AS &VO*N ON 7R. NO.
16427-1, M.B. 29617-11.
01 E!.
I. ALL EXPOSED EDGES SHALL BE ROLINOM TO A 15 min WALF INCH) RADIUS,
.2, TNE CURS FACE'AT P01M A AND D SHALL BE -THE NORMAL CURB FACE OF THE ADJACENT CUR&
THE :CURB TACEAT POMTS 0 AMD 0 SHALL BE THE NORMAL CURIO FACE OF THE ADJACENT Culls
'PLU$ H (SEE APPLICABLE CATCH BASIN STANDARD PLAN).
3. IN EMSTJING STREETS WHERE NO:PIAVEMENT -REMOVELIN6 IS INDICATE -0i THE ELEVATION OF THE
OUTER EDGE OF THE LOCAL DEPOEMIbN "g -HALL - .#-Ett T -HE F*16HEO STREE R CE.
4. IN NEW STREETS.OR 94 EXISTINO STREE75 WHERE PAVEMENT REMODELING IS IINDICATEDt
TtlE ELEVAT . JOKS OF POINTS *r-- ANv G SMALL JOE SET Hl HIGHER THAN. THE CCITT" FLOW LINE
THE ELEVATIONS OF P01 . NTS P AND R 5HALL:8E SET H� HIGHER THAN THE GUMR FLOW LINE
ELEVATION$ AT POIWS B AND -Ci RESPECTIVELY -
THE ELEVATION OF POINT S SHALL BE' SET'l� HIG*HER THAN T.H.E ELEVATION AT THE NEAREST
PaUTTER . FLOW LINE.,
WHERE THE'RE 1S NO -PUTT ER ADJACENT TO - THE LOCAL DEPIR.051ION, THE ELEVAT10o OF _rulm-
SHALI, BE SET 1-� HIGHER -THAN THE -EL11VAT16N AT THE NEAREsT irce OF cURal,
DIMENSIONS;
N - NOTED -DN THE PROJECT PLANS.
it] = NOTED ON THE PROJECT.PLANS,
0 THE PRWECT PLANS.
NOTED ON THE PROJECT PLANS.
600 mm 12 Feet?
1.5 m (6 Feet.)
L 1.8 m 051 Feet)
'tA w 1.2 m (4 - Feell
N 1�5 6 Feet)
WD CATC14 BASIN W f0k ONE. CATICH BASIN OR -DISTANCE aEMEN EXTREME END WALLS
FOR MUTIPLE CATCH BASINS.
THE THICKNESS OF THE LOCAL DEPRESSION SHALL BE
6� 01MENSIONS SHOWN 0141' THIS :P"ff FOR METRIC- AND -ENGLISH VNITS ARE NOT "ACT0 EQUAL
VAL.UES- IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUC'"ON SHALL BE METRIC
VALUES, EXCEPT REINFORC114G BAR SIZES Iff ENGLISH UNITS Ni
M..R SIZFS. IF ENGLI%H UNI.TS ARE. USEED. ALL VhLUES USED FOR -CONSTRUCTION SHALL BE ENGLISH
VALLI ES,,
AMEMCAN PUBLIC WORKS-ASSOMATION 9OUT14"ER- N
M-110MIA CHAPTER. gTANQqWp4m
METM
jftf NS
L D_EPRcff--%lm-,;wSl0NS'AT.'C'A 313-1
ATMN
SN6ET40F4
REV. REWSION DESCRIPTFON DA TE EWGR. CITY DA 7E SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS Prepared Under The Supervision Of
NOT COMMENCE HqTHIN TWO VEARS OF THE DATE OF L PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
CO
APPROVAL SHOW HEREON AND CARRIED FORTH IN A
c: m
No. 36637 760-A S. ROCHESTER AVENUE
DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE Exp: 06-30-06 ONTARIO, CA 91761
REWSIONS TO THE PLANS TO BRING THEM INTO Civi (909) 937-9151 1
c h Date
CONFORMANCE NqTH CONDITIONS AND STANDARDS IN EFFECT. RICE 3 EA P 43'0406
RZOMC D ARA tAOW4 5 WENDELL L. IWA TSURU
CITY OF FONTANA, CALIFORNIA
PRIVATE STREET IMPROVEMENT PLANS
DRA *W BY.- KA TE WA Y SCALE:
DMICV AS SHOWN
DESIGNED BY.-- _7PA USE DR. TO FAN PALM STREET DA M.
EF (" ' I NO. 16871 OCT 2005
CHECKED BY.- A VED DRAWNG NO.
VA -.4 :"/z I -/ .0 3866
SCL i.m. ENOWEERA R. C. E. 51152 5Wff 3
a
04
J:\126-2003\streets\st03.dwa. 12/8/2005 8:42:06 AM. Germ Gerry