HomeMy WebLinkAbout3373-2 (2)---30+00- - - -3r*a6 _ " 32+G0 CONSTRUCTION C �,_200' tti
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- _ - _ _ MEDIAN ISLAN�-_--_ - T~ _ ^ _�� -
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- _-- --- _ --- -----_ � _ L=too' __ 13-
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n o z RIGHT OF WAY T EXISTING 9
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vl--i z tr ` S i I4-
c`� F_ � 0
Awa 1 vawm E
z
0 20 40 80 120
SCALE:1 "=40'
'Y" DIMENSION
TABLE
%/
x2
n'
3CNI
w
A'
0.00
15:00
A -A'
STA. 45+06.00 BC
to rt
45,95
14.15
-00
5+70 to----
C.
93.87
12.65-
C -C'
12AMPLY 112" WHITE CROSSWALK MARKINGS.
B+E
140.73
10.50
L=100'
C�Tt c�Fr frr,�Tl►ty
U
187.49
7.71
E -E'
.:
0
4SEGTION
¢
I
F- F'
m
G
H
LINE
2,43
5.66
G -G'
H -H'
J
-
427-.48--T
7.38
r'
0 20 40 80 120
SCALE:1 "=40'
P.
PRIME BENCH MARK: SECONDARY_BENCH MARK:
CITY OF FONTANA B.M. 581' SOUTH EAST CORNER JURUPA AVE.
RAILROAD SPIKE IN - EASTERLY - &. MULBERRY AVE.; SET CHIS.
FACE OF. POWER POLE NO. 574320 E AVE.i SET CHIS. " " 0 SCR;
164.0 S/0 JURUPA AVE
AT THE ' NORTHWEST CORNER OF & 36.2 E/0 MULBERRY AVE.
JURUPA AVENUE AND MULBERRY AVENUE .
ELEV. = 918.40 1 ELEV. = 915.775
-X- AND.
'Y" DIMENSION
TABLE
%/
R X FT.
FROM PT, A
-777-T.
FROM C� f:,
(t0 AIPPLY 4" SOLID WHITE LINE.
w
A'
0.00
15:00
A -A'
STA. 45+06.00 BC
B
45,95
14.15
B -•-B'
C.
93.87
12.65-
C -C'
12AMPLY 112" WHITE CROSSWALK MARKINGS.
D
140.73
10.50
U
.
U
187.49
7.71
E -E'
STA. 46+93.49 EC
F..'
¢
m
F- F'
m
G
H
333.70
380.56
2,43
5.66
G -G'
H -H'
J
-
427-.48--T
7.38
r'
.I
474.44
8.00
J -J'
STA. 49+80.44 BC
v
+
+
to
0)
p'
_
E'
I
F'
A
nxn
B
_
C
D
-
F
P.
PRIME BENCH MARK: SECONDARY_BENCH MARK:
CITY OF FONTANA B.M. 581' SOUTH EAST CORNER JURUPA AVE.
RAILROAD SPIKE IN - EASTERLY - &. MULBERRY AVE.; SET CHIS.
FACE OF. POWER POLE NO. 574320 E AVE.i SET CHIS. " " 0 SCR;
164.0 S/0 JURUPA AVE
AT THE ' NORTHWEST CORNER OF & 36.2 E/0 MULBERRY AVE.
JURUPA AVENUE AND MULBERRY AVENUE .
ELEV. = 918.40 1 ELEV. = 915.775
-X- AND.
'Y" DIMENSION
TABLE
%/
R X FT.
FROM PT, A
-777-T.
FROM C� f:,
(t0 AIPPLY 4" SOLID WHITE LINE.
.
A'
0.00
15:00
A -A'
STA. 45+06.00 BC
B
45,95
14.15
B -•-B'
C.
93.87
12.65-
C -C'
12AMPLY 112" WHITE CROSSWALK MARKINGS.
D
140.73
10.50
D -D'
6. All CQNFUCTING SIGNS SHALL BE WITHER REMOVED, RELOCATED, OR
COVERED BY THE CONTRACTOR. RELOCATABLE SIGNS SHALL BE INSTALLED
E
187.49
7.71
E -E'
STA. 46+93.49 EC
F..'
286.95
1.091
F- F'
STA. -47+92.95 §C
G
H
333.70
380.56
2,43
5.66
G -G'
H -H'
J
-
427-.48--T
7.38
r'
.I
474.44
8.00
J -J'
STA. 49+80.44 BC
llc7A d -
DIAL. TWO WORKING
IBB EFI7RE DAYS BEFORE
YOU DIG YOU BIG
TILL F 1-800-227-260D
A PUBLIC SERVICE BY UNDERGRIM N11 SERVICE ALERT
• � � t ;' I �• r.
'w
z I.
.F I'
j i ;' II'
T4
41+00 .CONSTRUCTION C/L .42+00 43
10
t9 1 ALL WORK. MATERIALS. AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL
z CONFORM -TO THESE PIANS AND THE STANDARD SPECIFICATIONS FOR THE CITY OF
LL FONTANA AND THE STANDARD SPECIFICATIONS` OF THE 'STATE OF CALIFORNIA.
U 2 PAVEMENT MARKERS AND TRAFFIC STRIPING DIMENSIONS SHALL CONFORM TO
W CALTRANS STANDARD PLANS,
W O C-9 3 PAVEMENT MARKINGS SHAG CONFORM TO THE CITY OF FONTANA STANDARD
400
STENCILS.
+ t- + 4 , TRAFFIC STRIPING. AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC WITH ALKYD
r" It z w I STRIP SHALL INCLUDE RAIAND SHALL BE SED APPLIED AVEMENPER �T MARKEON 84RS CALTRANS STANDARDS.
8 ARDS. ALL
Uj
LEa ! o I .5 TRAFFIC. `SIGN DIMENSIONS. COLOR AND LETTERING SHALL CONFORM .TO THE LATEST
CALTRANS SIGN SPECIFICATIONS SHEETS. SIGN CODES SHOWN HEREON ARE 7i
CONFORM TO CALTRANS SPECIFICATION .SHEET CODES. TRAFFIC 'SIGN .SIZE SHALL, BE
STANDARD UNLESS OTHERWISE SHOWN ON THE PLANS.
--• -' -- ------ - -- T 6 ALL SIGNS, SHALL. BE MOUNTED ON A GALVANIZED STEEL POST PER CRY STANDARD DETAIL
139 UNLESS OTHERWISE SHOWN,
7 IT SHALL BE THE RESPONSIBILITY. OF THE CONTRACTOR. TO " MAINTAIN BARRICADES.
DELINIATORS OR OTHER TRAFFIC CONTROL -AT ALL�TIMES.
p - - - •8 CONTROL POINTS OR "CAT -TRACKING" TO 13E. APPROVED BY THE ENGINEER 24 HOURS
N PRIOR, TO APPLICATION:
CONSTRUCTION C/I_
51+00 1 9. DIMENSIONS FOR CROSSWALKS ARE. 10' FROM CENTER TO CENTER OF 12" WHITE STRIPES.
- -� S2�g0 53+00 IN ACCORDANCE WITH CITY STANDARD -PLAN No. 1007.
°Q 10 ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS ARE TO BE -REMOVED FROM THE
�77
, .�.._::-.::: :., ::5,.r::'.: :'..T::ri^s„• �:w �'- i__ -__T.:.= -_:-_r=:: r: -_�»:. __:R�rw �:-r: �.a �e�:.r :-.: -
I 1l PAVEMENT BY WET, SANDBLASTING BY THE CONTRACTOR.
5 C EXfSTI G STRIPING ,_ REMOVAL OFALLSIGN$ SHALL DEDMSION. STOP SCOORDINATIGNS WILL g WITH .TME CITY OF
OVED ONLY BY
CITY _.. S REQUIRED TF COORDI DAYS
ATE WORK ADVANCE
WRITTEN CITFO NOTICE
ICS TO THE CRY TRAFFIC SECTION
FONTANA
-EXISTING EP
- - - -- -1- 14 -- - -- - w----�-�--- -- --12 EXACT LOCATION of ALL INSTALLED EQUIPMENT AND TRAFFIC CONTROL DEVICES TO BE
I I - DETERMINED BY THE ENGINEER: ADDITIONAL WARNING AND/OR CONSTRUCTION SIGNS MAY
BE REQUIRED BY THE ENGINEER,
I I z (1)-•---A4LY 4" SOLID DOUBLE YELLOW PER CALTRANS DETAIL 29,
SIM. PLAN NO. A208,
I I -
---- @__AJ)PLY 4" DASHED- WHITE PER CALTRANS DETAIL 12. (38VA L AWES
I I E z oRIPPLY
PLAN NO. A20D. 8" SOLID WHITE PER Cai.TRANS DETAIL 38, 1, ALL SIGNING, STRIPING AND PAVEMENT' MARKINGS SHALL BE IN
I I M 51D. CONFORMANCE WITH THE CURRENT EDITION OF THE TRAFFIC CONTROL
+(4 -APPLY TYPE VI LANE DROP ARROW PER • CALTRANS R MANUAL., PUBLISHED BY THE STATE OF CAUFORNIA, DEPARTMENT OF
U emit "" STD. PIAN NO. A24A. TRANSPORTATION.
ABPLY 4" SOLID. DOUBLI= YELLOW PER CALTRANS DETAIL 22,
o STD. PLAN NO. -A206. 2. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC
14 U G6 APPLY 1I•" TWO-WAY YELLOW PER CALTI�ANS DETAIL 32.. (ALKYD BASE TYPE): '
STD. PLAN NO. A20B.
3. ALL.. SIGNS AND ROADSIDE MARKERS SHALL BE OF HIGH INTENSITY
APPLY RIGHT EDGEUNE 'PER CALTRANS DETAIL 27B.
STD. PLAN NO. A20B. (FHWA TYPE III) REFLECTNETI
E SHEETING.
@-•--APPLY TYPE N (L) ARROW PER CALTRAN5 Sip. PLAN A24A. 4. SIGNS SHALL. BE MOUNTED ON METAL POSTS SIMILAR TO COUNTY
STANDARD 303 A
--A43PLY TYPE IV (R) ARROW PER CALTRANS SM. PLAN A24&
%/
(t0 AIPPLY 4" SOLID WHITE LINE.
5. ALL CONFLICTING STRIPING' AND PAVEMENT MARKINGS NOT SHOWN . ON
9
1�-----
INSTALL W41 SIGN (SIGNAL AHEAD) AS SHOWN,
1 i RIPPLY 'SIGNAL AHEAD" TER CALTRANS STD. PIAN A24D.
ACCOMPLISHED BY SANDBLASTING, GRINDING. OR A$ DIRECTED BY THE
COUNTY'S REPRESENTATION:
�-----
INSTALL R2 SIGN AND SPEED MARKINGS AS SHOWN.
12AMPLY 112" WHITE CROSSWALK MARKINGS.
❑3 -
INSTALL TYPE K MARKER ON EXISTING POST.
i3 APPLY LANE DROP MARKINGS PER DETAIL 37-B,
6. All CQNFUCTING SIGNS SHALL BE WITHER REMOVED, RELOCATED, OR
COVERED BY THE CONTRACTOR. RELOCATABLE SIGNS SHALL BE INSTALLED
-
®
INSTALL R26 (S) SIGN (N4 STOPPING ANYTIME) AS SHOWN.
STD. PLAN NO. A20C.
�
AS SPECIFIED ON THE PLANS OR AS DIRECTED BY THE COUNTY'S
INSTALL W74 SIGN "THRU TRAFFIC MERGE -LEFT" AS SHOWN
14 REMOVE..EXISTING CONFLICTING STRIPES AND/OR
PAVEMENT MARKINGS BY METHOD APPROVED BY CITY ENGR.
REPRESENTATIVE.
G'
INSTALL R18-2 "RIGHT' LANE MUST TURN RIGHT" AS SHOWN
t5 PROTECT EXISTING STRIPING
7. ALL EXISTING SIGNING, STRIPING AND PAVEMENT MARKINGS NOT
H.
-
r'
llc7A d -
DIAL. TWO WORKING
IBB EFI7RE DAYS BEFORE
YOU DIG YOU BIG
TILL F 1-800-227-260D
A PUBLIC SERVICE BY UNDERGRIM N11 SERVICE ALERT
• � � t ;' I �• r.
'w
z I.
.F I'
j i ;' II'
T4
41+00 .CONSTRUCTION C/L .42+00 43
10
t9 1 ALL WORK. MATERIALS. AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL
z CONFORM -TO THESE PIANS AND THE STANDARD SPECIFICATIONS FOR THE CITY OF
LL FONTANA AND THE STANDARD SPECIFICATIONS` OF THE 'STATE OF CALIFORNIA.
U 2 PAVEMENT MARKERS AND TRAFFIC STRIPING DIMENSIONS SHALL CONFORM TO
W CALTRANS STANDARD PLANS,
W O C-9 3 PAVEMENT MARKINGS SHAG CONFORM TO THE CITY OF FONTANA STANDARD
400
STENCILS.
+ t- + 4 , TRAFFIC STRIPING. AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC WITH ALKYD
r" It z w I STRIP SHALL INCLUDE RAIAND SHALL BE SED APPLIED AVEMENPER �T MARKEON 84RS CALTRANS STANDARDS.
8 ARDS. ALL
Uj
LEa ! o I .5 TRAFFIC. `SIGN DIMENSIONS. COLOR AND LETTERING SHALL CONFORM .TO THE LATEST
CALTRANS SIGN SPECIFICATIONS SHEETS. SIGN CODES SHOWN HEREON ARE 7i
CONFORM TO CALTRANS SPECIFICATION .SHEET CODES. TRAFFIC 'SIGN .SIZE SHALL, BE
STANDARD UNLESS OTHERWISE SHOWN ON THE PLANS.
--• -' -- ------ - -- T 6 ALL SIGNS, SHALL. BE MOUNTED ON A GALVANIZED STEEL POST PER CRY STANDARD DETAIL
139 UNLESS OTHERWISE SHOWN,
7 IT SHALL BE THE RESPONSIBILITY. OF THE CONTRACTOR. TO " MAINTAIN BARRICADES.
DELINIATORS OR OTHER TRAFFIC CONTROL -AT ALL�TIMES.
p - - - •8 CONTROL POINTS OR "CAT -TRACKING" TO 13E. APPROVED BY THE ENGINEER 24 HOURS
N PRIOR, TO APPLICATION:
CONSTRUCTION C/I_
51+00 1 9. DIMENSIONS FOR CROSSWALKS ARE. 10' FROM CENTER TO CENTER OF 12" WHITE STRIPES.
- -� S2�g0 53+00 IN ACCORDANCE WITH CITY STANDARD -PLAN No. 1007.
°Q 10 ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS ARE TO BE -REMOVED FROM THE
�77
, .�.._::-.::: :., ::5,.r::'.: :'..T::ri^s„• �:w �'- i__ -__T.:.= -_:-_r=:: r: -_�»:. __:R�rw �:-r: �.a �e�:.r :-.: -
I 1l PAVEMENT BY WET, SANDBLASTING BY THE CONTRACTOR.
5 C EXfSTI G STRIPING ,_ REMOVAL OFALLSIGN$ SHALL DEDMSION. STOP SCOORDINATIGNS WILL g WITH .TME CITY OF
OVED ONLY BY
CITY _.. S REQUIRED TF COORDI DAYS
ATE WORK ADVANCE
WRITTEN CITFO NOTICE
ICS TO THE CRY TRAFFIC SECTION
FONTANA
-EXISTING EP
- - - -- -1- 14 -- - -- - w----�-�--- -- --12 EXACT LOCATION of ALL INSTALLED EQUIPMENT AND TRAFFIC CONTROL DEVICES TO BE
I I - DETERMINED BY THE ENGINEER: ADDITIONAL WARNING AND/OR CONSTRUCTION SIGNS MAY
BE REQUIRED BY THE ENGINEER,
I I z (1)-•---A4LY 4" SOLID DOUBLE YELLOW PER CALTRANS DETAIL 29,
SIM. PLAN NO. A208,
I I -
---- @__AJ)PLY 4" DASHED- WHITE PER CALTRANS DETAIL 12. (38VA L AWES
I I E z oRIPPLY
PLAN NO. A20D. 8" SOLID WHITE PER Cai.TRANS DETAIL 38, 1, ALL SIGNING, STRIPING AND PAVEMENT' MARKINGS SHALL BE IN
I I M 51D. CONFORMANCE WITH THE CURRENT EDITION OF THE TRAFFIC CONTROL
+(4 -APPLY TYPE VI LANE DROP ARROW PER • CALTRANS R MANUAL., PUBLISHED BY THE STATE OF CAUFORNIA, DEPARTMENT OF
U emit "" STD. PIAN NO. A24A. TRANSPORTATION.
ABPLY 4" SOLID. DOUBLI= YELLOW PER CALTRANS DETAIL 22,
o STD. PLAN NO. -A206. 2. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC
14 U G6 APPLY 1I•" TWO-WAY YELLOW PER CALTI�ANS DETAIL 32.. (ALKYD BASE TYPE): '
STD. PLAN NO. A20B.
3. ALL.. SIGNS AND ROADSIDE MARKERS SHALL BE OF HIGH INTENSITY
APPLY RIGHT EDGEUNE 'PER CALTRANS DETAIL 27B.
STD. PLAN NO. A20B. (FHWA TYPE III) REFLECTNETI
E SHEETING.
@-•--APPLY TYPE N (L) ARROW PER CALTRAN5 Sip. PLAN A24A. 4. SIGNS SHALL. BE MOUNTED ON METAL POSTS SIMILAR TO COUNTY
STANDARD 303 A
SHOWN ON PLANS, IF REMOVED/OBLITERATED, SHALL BE
INSTALL W11. SIGN AS SHOWN. 16 AI?PLY 4" SOLID WHITE DIAGONAL LINES 0 6' O.C. REPLACED/RESTORED IN KIND AND IN CONFORMANCE WITH THE CURRENT
INSTALL„ R63 "DO NOT PASS" AS SHOWN.---AJ7PLY TYPE Vil(R) ARROW PER CASTD: PLAN A24A. EDITION OF. THE TRAFFIC MANUAL PUBUSHED BY THE STATE OF
®-
INSTALL TYPE "F" MARKERS AS SHOWN. CALTRANS CALIFORNIA, DEPARTMENT OF TRANSPORTATION.
®--- INSTALL R7 AND K -MARKER AS SHOWN. 18 APPLY 4" WHITE LINE PER CALTRANS DETAIL .40.
�03 srD. PLAN No: A20D. .8. THE CONTRACTOR SHALL NOTIFY'.THE COUNTY'S REPRESENTATIVE 10
LL
0- INSTAW75 SIGN '"L.ANE ENDS MERGE LEFT" AS SHOWN. SCHEDULE A MEETING WITH. TRAFFIC DNISION PERSONNEL FOR FINAL
REVIEW (WALK THROUGH) AND APPROVAL_ OF TCD`S PRIOR TO PROJECT
�xs . SAN BERNARDINO- COUNTY
/fid I%'•� fbL+ CPA %37 _ -_ _._. ACCEPTANCE,
�,- -
J4
CHIEF TRAFFIC DI 1 f ' UW Uft"M3/24 03
V S ON DAT.y E:�76?\U.11MJ1iE`767IJ5iRP2.dwg
o oFl_s�ioN�� Thiene Er�giheerr�g, Inc. CITY OF FONTANA, CALIFORNIA
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 2 K 1- � cAnm suc
4 .9c� �y rseoa �Accer v�Ew Av>:A+r�-
COMMENCE WITHIN TWO YEARS OF THE DATE Of APPROVAL �� o �-sr� y ,� fflt7 Wl-.,ems � 4,52 3 _ - -
SHOWN -HEREON AND CARRIED FORTH IN A DILIGENT MAI:VNER, g` z °�A $Y` SCAM
-
SHOWN- JUFIVP'A AVENUE
"
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PU.M TO ' Pm NO. 43293 * Prepared Under The Supervision Of Homz 1 = 40
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND `�'• 31`04 °� MM BY, �� DATE:
STANDARDS IN EFFECT. ��E' G1V 1�- p� Rate ; 3' �dQ tEc® BY: aQPI; yEo BY - /01V� r>IZAwING NO.
aF �F .. ; 2
C A�- HAIDOOK I. AG RCL: N0. 43293 >; WA � 4-,,- ,g
CITY -M RPUI_ .FNClIN=5 R f'_ F f0_41 AA TV- ���
03-
--A43PLY TYPE IV (R) ARROW PER CALTRANS SM. PLAN A24&
%/
(t0 AIPPLY 4" SOLID WHITE LINE.
5. ALL CONFLICTING STRIPING' AND PAVEMENT MARKINGS NOT SHOWN . ON
THE PLANS, SHALL BE REMOVED BY CONTRACTOR. REMOVAL SHALL BE
1�-----
INSTALL W41 SIGN (SIGNAL AHEAD) AS SHOWN,
1 i RIPPLY 'SIGNAL AHEAD" TER CALTRANS STD. PIAN A24D.
ACCOMPLISHED BY SANDBLASTING, GRINDING. OR A$ DIRECTED BY THE
COUNTY'S REPRESENTATION:
�-----
INSTALL R2 SIGN AND SPEED MARKINGS AS SHOWN.
12AMPLY 112" WHITE CROSSWALK MARKINGS.
❑3 -
INSTALL TYPE K MARKER ON EXISTING POST.
i3 APPLY LANE DROP MARKINGS PER DETAIL 37-B,
6. All CQNFUCTING SIGNS SHALL BE WITHER REMOVED, RELOCATED, OR
COVERED BY THE CONTRACTOR. RELOCATABLE SIGNS SHALL BE INSTALLED
-
®
INSTALL R26 (S) SIGN (N4 STOPPING ANYTIME) AS SHOWN.
STD. PLAN NO. A20C.
�
AS SPECIFIED ON THE PLANS OR AS DIRECTED BY THE COUNTY'S
INSTALL W74 SIGN "THRU TRAFFIC MERGE -LEFT" AS SHOWN
14 REMOVE..EXISTING CONFLICTING STRIPES AND/OR
PAVEMENT MARKINGS BY METHOD APPROVED BY CITY ENGR.
REPRESENTATIVE.
No, 16757. IBJ"`-'"`
INSTALL R18-2 "RIGHT' LANE MUST TURN RIGHT" AS SHOWN
t5 PROTECT EXISTING STRIPING
7. ALL EXISTING SIGNING, STRIPING AND PAVEMENT MARKINGS NOT
SHOWN ON PLANS, IF REMOVED/OBLITERATED, SHALL BE
INSTALL W11. SIGN AS SHOWN. 16 AI?PLY 4" SOLID WHITE DIAGONAL LINES 0 6' O.C. REPLACED/RESTORED IN KIND AND IN CONFORMANCE WITH THE CURRENT
INSTALL„ R63 "DO NOT PASS" AS SHOWN.---AJ7PLY TYPE Vil(R) ARROW PER CASTD: PLAN A24A. EDITION OF. THE TRAFFIC MANUAL PUBUSHED BY THE STATE OF
®-
INSTALL TYPE "F" MARKERS AS SHOWN. CALTRANS CALIFORNIA, DEPARTMENT OF TRANSPORTATION.
®--- INSTALL R7 AND K -MARKER AS SHOWN. 18 APPLY 4" WHITE LINE PER CALTRANS DETAIL .40.
�03 srD. PLAN No: A20D. .8. THE CONTRACTOR SHALL NOTIFY'.THE COUNTY'S REPRESENTATIVE 10
LL
0- INSTAW75 SIGN '"L.ANE ENDS MERGE LEFT" AS SHOWN. SCHEDULE A MEETING WITH. TRAFFIC DNISION PERSONNEL FOR FINAL
REVIEW (WALK THROUGH) AND APPROVAL_ OF TCD`S PRIOR TO PROJECT
�xs . SAN BERNARDINO- COUNTY
/fid I%'•� fbL+ CPA %37 _ -_ _._. ACCEPTANCE,
�,- -
J4
CHIEF TRAFFIC DI 1 f ' UW Uft"M3/24 03
V S ON DAT.y E:�76?\U.11MJ1iE`767IJ5iRP2.dwg
o oFl_s�ioN�� Thiene Er�giheerr�g, Inc. CITY OF FONTANA, CALIFORNIA
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 2 K 1- � cAnm suc
4 .9c� �y rseoa �Accer v�Ew Av>:A+r�-
COMMENCE WITHIN TWO YEARS OF THE DATE Of APPROVAL �� o �-sr� y ,� fflt7 Wl-.,ems � 4,52 3 _ - -
SHOWN -HEREON AND CARRIED FORTH IN A DILIGENT MAI:VNER, g` z °�A $Y` SCAM
-
SHOWN- JUFIVP'A AVENUE
"
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PU.M TO ' Pm NO. 43293 * Prepared Under The Supervision Of Homz 1 = 40
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND `�'• 31`04 °� MM BY, �� DATE:
STANDARDS IN EFFECT. ��E' G1V 1�- p� Rate ; 3' �dQ tEc® BY: aQPI; yEo BY - /01V� r>IZAwING NO.
aF �F .. ; 2
C A�- HAIDOOK I. AG RCL: N0. 43293 >; WA � 4-,,- ,g
CITY -M RPUI_ .FNClIN=5 R f'_ F f0_41 AA TV- ���
03-