HomeMy WebLinkAbout2894-1GENERAL CONSTRUCTION NOTES (IEUA)
1. ALL WORK SHALL BE DONE IN STRICT CONFORMANCE WITH THE PROJECT SPECIFICATIONS AS
APPROVED BY THE INLAND EMPIRE UTILITIES AGENCY (IEUA), THE CITY OF FONTANA AND THE
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION) AND THE IEUA
STANDARD DETAIL SHEETS OF THIS PLAN SET (SHEET NO. 3 & 4) AS APPROPRIATE.
2. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE
SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES G
RESULTING
N
DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SHOWN ON THESE PLANS.
3. ALL OBSTRUCTIONS WITHIN THE AREA TO BE IMPROVED ARE TO BE REMOVED OR RELOCATED AT
THE DIRECTION OF THE ENGINEER. UTILITIES ARE TO BE RELOCATED BY THEIR RESPECTIVE
OWNERS. THE CONTRACTOR IS REFERRED TO SECTION 5 OF THE STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION.
4. UTILITY LINE LOCATIONS WERE TAKEN FROM RECORD AND WERE NOT LOCATED IN THE FIELD
UNLESS OTHERWISE NOTED ON THE PLAN. THE CONTRACTOR IS REFERRED TO SECTION 5 OF
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
5. IN CASE OF ANY ACCIDENTS INVOLVING SAFETY MATTERS COVERED BY SECTION 6424 OF THE
CALIFORNIA LABOR CODE, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE STATE DIVISION OF
INDUSTRIAL SAFETY.
6. CALL UNDER GROUND SERVICE ALERT (800-227-2600) FOR UNDERGROUND LOCATIONS 48
HOURS BEFORE DIG.
7. THE CONTRACTOR SHALL OBTAIN A TRAFFIC CONTROL PERMIT 48 -HOURS PRIOR TO THE TIME
OF CONSTRUCTION WITHIN THE PUBLIC RIGHT-OF-WAY. THE CONTRACTOR IS REFERRED TO
SECTION 7-10.3 OF THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION.
8. THE CONTRACTOR SHALL RENEW OR REPLACE ANY EXISTING TRAFFIC STRIPING &/OR PAVEMENT
MARKINGS WHICH DURING HIS OPERATIONS HAVE BEEN ' EITHER REMOVED OR THE EFFECTIVENESS
OF WHICH HAS BEEN REDUCED. RENEWAL OF PAVEMENT STRIPING & MARKINGS SHALL BE DONE
IN CONFORMANCE WITH SECTION 310-5.6 OF THE STANDARD SPECIFICATION FOR PUBLIC WORKS
CONSTRUCTION.
9. ALL SEWER MAINS SHALL BE BELL AND SPIGOT EXTRA STRENGTH VIRTIFIED CLAY PIPE (VCP)
SEWER PIPE UNLESS OTHERWISE NOTED ON THE PLANS.
10. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION
OF EXISTING SEWER MAIN(S) AND NOTIFY AND OBTAIN APPROVAL OF THE DESIGN ENGINEER AND
IEUA OF ANY VARIATION FROM DESIGN.
11. CONSTRUCTION SHALL NOT BEGIN ON FACILITIES TO BE OWNED BY IEUA UNTIL AFTER THE
ISSUANCE OF A PERMIT BY IEUA TO ALLOW THE CONSTRUCTION AND ALSO AFTER A PRE
CONSTRUCTION CONFERENCE TO BE HELD AT LEAST 1 WEEK PRIOR THE BEGINNING
CONSTRUCTION.
JURUPA
'I' •1 ■ 111
AVE.
ANA
SCALE = 1" = 200'
FROM STA. 9+65 TO STA.
20+00
AAVE.
n
Z o '-
CENTERLINE
a
2 I
�Q
2
2
CITY OF;FONTANA
L
z
o00
COZ
LF
0
LF =
LINEAR FEET
NRW
_
Q
U)
EA
COUNTY OF
LSAN
BERNARDINO
°
PROPOSED SEWER MANHOLE
CIN OF FONTANA STD. DETAIL N0. 125, AND 125A OR 1256
1,320
z
v
1
o
SURVEY CONTROL TARGET/SURVEY MONUMENTS
® =
i I
857
MIS
1 t 3
-mill I
'Ilk kL
AMINNIL-
Ilk
Ilk i..
12. IN ADDITION, IEUA AND THE CITY OF FONTANA SHALL BE NOTIFIED A MINIMUM OF 48 HOURS
PRIOR TO ANY CONSTRUCTION IN THE VICINITY OF THE TRUNK SEWER OR ANY FACILITIES
OWNED AND OPERATED BY IEUA AND/OR CITY OF FONTANA.
13. ALL TRENCHING AND/OR SHORING SHALL MEET REQUIREMENTS OF CAL -OSHA.
14. THE CONTRACTOR SHALL SUBMIT COPIES OF HIS DEPARTMENT OF INDUSTRIAL SAFETY PERMIT
TO IEUA AND THE CITY OF FONTANA.
15. SHOP DRAWINGS AS REQUIRED BY THE PERMIT SHALL BE APPROVED BY IEUA PRIOR TO
BEGINNING THE CONSTRUCTION.
16. UNLESS OTHERWISE APPROVED, LOW PRESSURE WATER TEST FOR THE GRAVITY SEWER LINES
AND PRESSURE WATER TEST FOR THE PRESSURIZED PIPELINES SHALL BE PERFORMED IN
CONFORMANCE WITH SECTION 306-1.4 OF THE STANDARD SPECIFICATION FOR PUBLIC WORKS
CONSTRUCTION.
CHERRY
FROM STA. 20+00 TO STA. 30+00
SEE SHEET N0. 4
SHEET INDEX
1 TITLE SHEET
2 CONSTRUCTION & GENERAL NOTES
3 STA. 9+65 TO 20+00
4 STA. 20+00 TO 30+00
5 STA. 30+00 TO 40+00
6 STA. 40+00 TO 50+00
7 STA. 50+00 TO 60+00
8 STA. 60+00 TO 63+70
9 TRAFFIC CONTROL
10 TRAFFIC CONTROL
11 TRAFFIC CONTROL
12 TRAFFIC CONTROL
13 TRAFFIC CONTROL
14 TRAFFIC CONTROL
15 TRAFFIC CONTROL
16 TRAFFIC CONTROL
17 FLOW METERING MANHOLE DETAILS
18 IEUA MANHOLE STANDARD DETAILS
APPROVED BY: 19 IEUA PIPE BEDDING DETAILS
BENCHMARK: PER C.S.F.B. 4015/1230
ELEVATION = 1004.88 � 7.. ��.�dvi �. Zvi
�
CHISELED "0" ON TOP OF CURB 66' M. TAGHI MONZAVI DATE:
WEST OF CHERRY AVE., 36' NORTH OF CIVIL ENGINEER FOR
SLOVER AVE. (BCR). INLAND EMPIRE UTILITIES AGENCY
RCE No. C49444, Exp. 09/30/06
Underground Service Alar#
SECTION 4216/4217 OF THE GOVERNMENT
FORE y� CODE REQUIRES A DIG ALERT IDENTIFICATION
NUMBER BE ISSUED BEFORE A PERMIT TO
EXCAVATE WILL BE VALID
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 DATE ENGR. CITY DATE
JN 12414 City of Fontana E:\dwg\12414\Cherry\12407AS11.dwg, Plotted: Apr 20, 2005 - 11:15am
e�ESSia�y
S. FR,
��
UP
No. 164342
Exp. 6/30/05
°I� IN
FROM STA. 30+00 TO STA. 40+00
SEE SHEET N0. 5
LO
� r �
COUNTY OF
i� SAN BERNARDIN
i
\CITYOF 1=0NTANA
ALISO
DR.
AVENUE
FROM STA. 40+00 TO STA. 50+00
SEE SHEET N0. 6
'I' •1 ■ 111
1
ANA
SCALE = 1" = 200'
FROM STA. 9+65 TO STA.
20+00
AAVE.
z
o
LLo
°
CENTERLINE
a
Z
°
Q
Quantities
O1
L
z
o00
COZ
LF
0
LF =
LINEAR FEET
NRW
_
Q
U)
EA
3O
CONSTRUCT 6" EXTRA STRENGTH V.C.P. SEWER LATERAL PER
0 =
PROPOSED SEWER MANHOLE
CIN OF FONTANA STD. DETAIL N0. 125, AND 125A OR 1256
1,320
LF
v
1
CONSTRUCT 8" EXTRA STRENGTH V.C.P. SEWER WITH 8" DIA.
SURVEY CONTROL TARGET/SURVEY MONUMENTS
® =
WATER TIGHT PLASTIC PLUG WITH TIGHTENING BANDS
857
LF
O5
REMOVE PLUG AND JOIN 18" V.C.P. SEWER
1
C,
Ll
CHERRY
FROM STA. 20+00 TO STA. 30+00
SEE SHEET N0. 4
SHEET INDEX
1 TITLE SHEET
2 CONSTRUCTION & GENERAL NOTES
3 STA. 9+65 TO 20+00
4 STA. 20+00 TO 30+00
5 STA. 30+00 TO 40+00
6 STA. 40+00 TO 50+00
7 STA. 50+00 TO 60+00
8 STA. 60+00 TO 63+70
9 TRAFFIC CONTROL
10 TRAFFIC CONTROL
11 TRAFFIC CONTROL
12 TRAFFIC CONTROL
13 TRAFFIC CONTROL
14 TRAFFIC CONTROL
15 TRAFFIC CONTROL
16 TRAFFIC CONTROL
17 FLOW METERING MANHOLE DETAILS
18 IEUA MANHOLE STANDARD DETAILS
APPROVED BY: 19 IEUA PIPE BEDDING DETAILS
BENCHMARK: PER C.S.F.B. 4015/1230
ELEVATION = 1004.88 � 7.. ��.�dvi �. Zvi
�
CHISELED "0" ON TOP OF CURB 66' M. TAGHI MONZAVI DATE:
WEST OF CHERRY AVE., 36' NORTH OF CIVIL ENGINEER FOR
SLOVER AVE. (BCR). INLAND EMPIRE UTILITIES AGENCY
RCE No. C49444, Exp. 09/30/06
Underground Service Alar#
SECTION 4216/4217 OF THE GOVERNMENT
FORE y� CODE REQUIRES A DIG ALERT IDENTIFICATION
NUMBER BE ISSUED BEFORE A PERMIT TO
EXCAVATE WILL BE VALID
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 DATE ENGR. CITY DATE
JN 12414 City of Fontana E:\dwg\12414\Cherry\12407AS11.dwg, Plotted: Apr 20, 2005 - 11:15am
e�ESSia�y
S. FR,
��
UP
No. 164342
Exp. 6/30/05
°I� IN
FROM STA. 30+00 TO STA. 40+00
SEE SHEET N0. 5
LO
� r �
COUNTY OF
i� SAN BERNARDIN
i
\CITYOF 1=0NTANA
ALISO
DR.
AVENUE
FROM STA. 40+00 TO STA. 50+00
SEE SHEET N0. 6
'I' •1 ■ 111
1
SCALE = 1" = 200'
FROM STA. 9+65 TO STA.
20+00
SEE SHEET N0. 3
CENTERLINE
a
¢
Construction Notes:
Quantities
O1
CONSTRUCT 18" EXTRA STRENGTH V.C.P. SEWER
5,096
LF
O2
CONSTRUCT MANHOLE PER CITY OF FONTANA STD.
LF =
LINEAR FEET
NRW
DETAIL N0. 112 MODIFIED TO 5' INSIDE DIAMETER MANHOLE
17
EA
3O
CONSTRUCT 6" EXTRA STRENGTH V.C.P. SEWER LATERAL PER
0 =
PROPOSED SEWER MANHOLE
CIN OF FONTANA STD. DETAIL N0. 125, AND 125A OR 1256
1,320
LF
O4
CONSTRUCT 8" EXTRA STRENGTH V.C.P. SEWER WITH 8" DIA.
SURVEY CONTROL TARGET/SURVEY MONUMENTS
® =
WATER TIGHT PLASTIC PLUG WITH TIGHTENING BANDS
857
LF
O5
REMOVE PLUG AND JOIN 18" V.C.P. SEWER
1
EA
O6
CONSTRUCT CONCRETE ENCASEMENT PER DETAIL ON SHEET 3.
15
LF
O7
CONSTRUCT 4° ASPHALT CONCRETE PAVEMENT OVER 90%
SAN
T -TELEPHONE; SD -STORM DRAIN; S -SEWER;
COMPACTED NATIVE FOR TRAFFIC DETOUR.
63,800
SF
O8
CONSTRUCT METERING MANHOLE PER DETAILS ON SHEET 17.
1
EA
O9
CONSTRUCT 24" EXTRA STRENGTH V.C.P. SEWER
282
LF
10
CONSTRUCT MANHOLE PER IEUA STANDARD, SHEET 18.
3
EA
11
CONSTRUCT PRECAST CONCRETE DROP MANHOLE
PER APWA STD. PLAN 222, D=60"
1
EA
12
CONCRETE ENCASEMENT PER DETAIL ON SHEET 3
13
LF
13
IEUA MANHOLE FRAME &COVER PER DETAIL ON SHEET 18
CHERRY
FROM STA. 20+00 TO STA. 30+00
SEE SHEET N0. 4
SHEET INDEX
1 TITLE SHEET
2 CONSTRUCTION & GENERAL NOTES
3 STA. 9+65 TO 20+00
4 STA. 20+00 TO 30+00
5 STA. 30+00 TO 40+00
6 STA. 40+00 TO 50+00
7 STA. 50+00 TO 60+00
8 STA. 60+00 TO 63+70
9 TRAFFIC CONTROL
10 TRAFFIC CONTROL
11 TRAFFIC CONTROL
12 TRAFFIC CONTROL
13 TRAFFIC CONTROL
14 TRAFFIC CONTROL
15 TRAFFIC CONTROL
16 TRAFFIC CONTROL
17 FLOW METERING MANHOLE DETAILS
18 IEUA MANHOLE STANDARD DETAILS
APPROVED BY: 19 IEUA PIPE BEDDING DETAILS
BENCHMARK: PER C.S.F.B. 4015/1230
ELEVATION = 1004.88 � 7.. ��.�dvi �. Zvi
�
CHISELED "0" ON TOP OF CURB 66' M. TAGHI MONZAVI DATE:
WEST OF CHERRY AVE., 36' NORTH OF CIVIL ENGINEER FOR
SLOVER AVE. (BCR). INLAND EMPIRE UTILITIES AGENCY
RCE No. C49444, Exp. 09/30/06
Underground Service Alar#
SECTION 4216/4217 OF THE GOVERNMENT
FORE y� CODE REQUIRES A DIG ALERT IDENTIFICATION
NUMBER BE ISSUED BEFORE A PERMIT TO
EXCAVATE WILL BE VALID
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 DATE ENGR. CITY DATE
JN 12414 City of Fontana E:\dwg\12414\Cherry\12407AS11.dwg, Plotted: Apr 20, 2005 - 11:15am
e�ESSia�y
S. FR,
��
UP
No. 164342
Exp. 6/30/05
°I� IN
FROM STA. 30+00 TO STA. 40+00
SEE SHEET N0. 5
LO
� r �
COUNTY OF
i� SAN BERNARDIN
i
\CITYOF 1=0NTANA
ALISO
DR.
AVENUE
FROM STA. 40+00 TO STA. 50+00
SEE SHEET N0. 6
L�CIn SU5TE 100VE TION CENTER WAY
ONTARIO, CA 91764
(909) 937-0200
4 _zz .05
CARL J. FREEMAN, R.C.E. No. 16434 DATE
EXPIRES 6-30-05
I I
FROM STA. 50+00 TO STA. 60+00
SEE SHEET N0. 7
NOTICE TO CONTRACTORS
Construction contractor agrees that in Cal(ornia Council
accordance with generally accepted OF Civil Engineerf
construction practices, construction
contractor will be required to assume sole $fond Surveyorf
and complete responsibility for job site conditions during the
course of construction of the project, including safety of all
persons and property, that this requirement shall be made to
apply continuously and not be limited to normal working
hours, and construction contractor further agrees to defend,
indemnify and hold design professional harmless from any
and all liability, real or alleged, in connection with the
performance of work on this project, excepting liability
arising from the sole negligence of design professional.
All contractor and subcontractors performing work shown on
or related to- hese plans shall conduct their operations so
thatat employees are provided a safe place to
work and the
P
public is protected. All contractors and subcontractors shall
comply with the "Occupational Safety and Health
Regulations" of the U.S. Department of Labor and with the
State of California Department of Industrial Relations
"construction Safety Orders". The Civil Engineer shall not be
responsible in any way for the contractor or subcontractors
compliance with said regulations and orders.
PRIVATE- ENGINEERS NOTICES TO CONTRACTORS
The existence and approximate location of any underground
utilities or structures shown on these plans are obtained by a
search of available records. To the best of our knowledge,
there are no existing utilities or structures except as shown
on these plans. The engineer assumes no liability as to the
exact location of said lines nor for utilities or irrigation lines
whose locations are not shown. The contractor shall be
responsible. for notifying all utility and irrigation companies
prior to work on excavation to determine exact location of all
lines affecting this work, whether or not shown heron, and
for any damage or protection of these lines.
The contractor shall call in a location request to
Underground Service Alert (U.S.A.) Phone 1-800-227-2600
two (2) working days prior to digging. No construction
permit issued by Public Works Department shall be valid
involving underground facilities unless the applicant has an
inquiry identification number issued by U.S.A.
i
SLOVER
AVE.
.1
1z zl
LL
,Q
Z
L
Ilk Q
U U
FROM STA. 60+00
TO STA. 64+28
SEE SHEET N0. S
r�
ITY OF FONTANA
CO� OF
AN BERNARDINO
1�
= EXISTING DRIVEWAY
Index Map
SCALE = 1" = 200'
LEGEND:
=
CENTERLINE
a
¢
EDGE OF EXISTING ASPHALT CONCRETE PAVEMENT
a
EXIST. C & G =
EXISTING CURB AND GUTTER
a
R/W =
EXISTING RIGHT-OF-WAY
I.E.U.A.
LF =
LINEAR FEET
NRW
- =
PROPOSED STORM DRAIN
=
PROPOSED SEWER
0 =
PROPOSED SEWER MANHOLE
INV. =
SEWER INVERT ELEVATION
PROJECT
=
SURVEY CONTROL TARGET/SURVEY MONUMENTS
® =
RECORD SURVEY MONUMENT
A.C. =
ASPHALT CONCRETE
=
UTILITY INTERFERENCE FLAG (APPROXIMATE
IO
0
LOCATION OF INTERFERENCE WITH TYPE OF
= NON RECLAIMABLE WASTE SEWER LINE
UTILITY INDICATED BY: W -WATER; G -GAS;
SAN
T -TELEPHONE; SD -STORM DRAIN; S -SEWER;
FRWY
E -ELECTRIC; TV -CABLE TELEVISION;
TO LOS ANGELES
IRR -IRRIGATION; U -UNKNOWN UTILITY).
L�CIn SU5TE 100VE TION CENTER WAY
ONTARIO, CA 91764
(909) 937-0200
4 _zz .05
CARL J. FREEMAN, R.C.E. No. 16434 DATE
EXPIRES 6-30-05
I I
FROM STA. 50+00 TO STA. 60+00
SEE SHEET N0. 7
NOTICE TO CONTRACTORS
Construction contractor agrees that in Cal(ornia Council
accordance with generally accepted OF Civil Engineerf
construction practices, construction
contractor will be required to assume sole $fond Surveyorf
and complete responsibility for job site conditions during the
course of construction of the project, including safety of all
persons and property, that this requirement shall be made to
apply continuously and not be limited to normal working
hours, and construction contractor further agrees to defend,
indemnify and hold design professional harmless from any
and all liability, real or alleged, in connection with the
performance of work on this project, excepting liability
arising from the sole negligence of design professional.
All contractor and subcontractors performing work shown on
or related to- hese plans shall conduct their operations so
thatat employees are provided a safe place to
work and the
P
public is protected. All contractors and subcontractors shall
comply with the "Occupational Safety and Health
Regulations" of the U.S. Department of Labor and with the
State of California Department of Industrial Relations
"construction Safety Orders". The Civil Engineer shall not be
responsible in any way for the contractor or subcontractors
compliance with said regulations and orders.
PRIVATE- ENGINEERS NOTICES TO CONTRACTORS
The existence and approximate location of any underground
utilities or structures shown on these plans are obtained by a
search of available records. To the best of our knowledge,
there are no existing utilities or structures except as shown
on these plans. The engineer assumes no liability as to the
exact location of said lines nor for utilities or irrigation lines
whose locations are not shown. The contractor shall be
responsible. for notifying all utility and irrigation companies
prior to work on excavation to determine exact location of all
lines affecting this work, whether or not shown heron, and
for any damage or protection of these lines.
The contractor shall call in a location request to
Underground Service Alert (U.S.A.) Phone 1-800-227-2600
two (2) working days prior to digging. No construction
permit issued by Public Works Department shall be valid
involving underground facilities unless the applicant has an
inquiry identification number issued by U.S.A.
i
SLOVER
AVE.
.1
1z zl
LL
,Q
Z
L
Ilk Q
U U
FROM STA. 60+00
TO STA. 64+28
SEE SHEET N0. S
r�
ITY OF FONTANA
CO� OF
AN BERNARDINO
1�
= EXISTING DRIVEWAY
= ASPHALT CONCRETE PAVEMENT FOR DETOUR
a
¢
a
a
a
a
a
a
= POTHOLED UTILITY
---
PROJECT
= INLAND EMPIRE UTILITIES AGENCY
OCA
IO
= NON RECLAIMABLE WASTE SEWER LINE
SAN
BERNARDINO
FRWY
TO LOS ANGELES
5 MILES TO
INTERSTATE 15
SLOVER
AVE
F ZQ
,
Z
0 J
tea'
O
o
Q
0
U
=
a
V)
UJ
3
W
0
W
U
W
n
�¢
U'
_J=
m
_J
w
O
a
Q
U
(j
7
s
JURUPA
AVE
TITLE SHEET OF SEWER IMPROVEMENTS
FOR
CHERRY AVENUE
JURUPA AVE. TO SLOVER AVE.
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.
V icinIN
ity Map
N.T.S.
TO SAN BERNARDINO
9 MILES TO
INTERSTATE 215
COUNTY OF SAN BERNARDINO
APPROVED:
CHIEF, DESIGN DIVISION
CITY OF FONTANA, CALIFORNIA
CHERRY AVENUE
DRAWN BY: SCALE:
PS CHERRY AVENUE SEWER IMPROVEMENTS AS SHOWN
DESIGNED JURUPA AV".0 SLOVER AVE. DATE:
PS - _ TITLE SHEET OCTOBER 2003
CHECKED BY: AP OVED 'BY:' - j DATE: DRAWING NO.: •�
SCN ('� "5 �- 2894
OITY ENGINEER R.C.E. No. 51152 119
Mylar: 04/20/05