HomeMy WebLinkAbout3133-12U F V
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LEGEND
I
JUNIPER AVE. CLOSED
WALNUT ST. TO S. HIGHLAND AVE.
I C2 DATE TO DATE
USE DETOUR
I
WORK AREA
(ROAD C�OSED)
:>71
O
M
JUNIPER AVENUE
STEEL PLATES (TYPE P)
(SCHEDULE SETUP AND RELOCATION)
(PIN ALL STEEL PLATES) (TYPICAL)
I
PHASE 2
(SEE DETOUR PLAN ON SHEET 1 1)
I
I
SIGNS K -RAIL
• CONES/DELINEATORS o oo oo CRASH CUSHION
BARRICADES x — x — x CHAIN LINK FENCE
RUCTION,
V,A.q C18 GC,yRH TI+.NAHEAD ; Q
0
r7
0
i
u7
STEEL PLATES (TYPE P)------/
(SCHEDULE SETUP AND RELOCATION)
(PIN ALL STEEL PLATES) `
WORK AREA
Z
• Q
J
C18
W15
■ R lAD
v ♦�\ R17 ■ Cf,1NSTRUK:TtOa`l;
„ AHEAD
— �.
C9A 12
yo
I
I
• I
s6
R17
SEE SHEET13
JUNIPER
PHASE 3 -
AVENUE
STAGE 2
(SEE DETOUR PLAN ON THIS SHEET)
TEMPORARY BARRICADES (TYPE III)
TEMPORARY RAILINGS (TYPE K)
NIPREAD
C18 > AHFA ;
AlrFAD T
pAKS <[
JUNIPER AVE. CLOSED TSTEEL PLATES (TYPE P)
S. HIGHLAND AVE. TO WALNUT ST. (SCHEDULE SETUP AND RELOCATION)
DATE TO DATEUSE DETOUR(PIN ALL STEEL PLATES)
JUNIPER AVECLOSED
0
ADD TEMP. AC TO MAINTAIN S. HIGHLAND AVE. TO WALNUT ST.
C1 12—FOOT LANE DATE TO DATE
A�1r"AD USE DETOUR PHASE 2
C5
C3
ROADR16 • — ROAD CLOSED RaAR GETCUR cU)SED CGRsrRUGTION;
AHEAD '40ws AHEAD AHFAn EAD
L:L��I "R.�FIcONl� R>1-2C2C9AW15�C1 C19 C18•1-01C9A
IF NECESSARY, FLAGGING OPERATION
—
9 AM 3 PM ONLY
AVENUE
JUNIPER
C13
WORK AREA
PHASE 3 - STAGE 1
(SEE DETOUR PLAN ON THIS SHEET)
•
TEMPORARY RAILINGS (TYPE K)
SEE SHEET 13
NOTICE TO THE CONTRACTOR:
THE PURPOSE OF THIS TENTATIVE TRAFFIC CONTROL PLAN IS TO SET FORTH GUIDANCE AND DIRECTION IN THE
IMPLEMENTATION OF A FINAL TRAFFIC CONTROL PLAN. THE CONTRACTOR IS RESPONSIBLE TO PLAN, SCHEDULE,
AND IMPLEMENT THE FINAL CONTROL PLAN, IN CONFORMANCE WITH THE W.A.T.C.H. MANUAL AND CALTRANS
TRAFFIC MANUAL, APPROVED BY THE CITY OF FONTANA.
ROAD W THE CONTRACTOR'S FINAL TRAFFIC CONTROL AND PHASING PLANS SHALL ACCOMMODATE
EAD
C18 cor�srRIICT•Oev
AHT
SAS LOCAL AND THROUGH TRAFFIC.
0_0• WALNUT STREET AND JUNIPER AVENUE WILL BE CLOSED TO THROUGH TRAFFIC.
l
TQ INGRESS AND EGRESS FOR RESIDENTS ONLY ON WALNUT STREET AND JUNIPER AVENUE
Z SHALL BE MAINTAINED BY THE CONTRACTOR.
W
Q SDI
A. GENERAL
1. NO WORK MAY BE PERFORMED IN ANY PUBLIC R:GHT-OF-WAY WITHOUT
PERMISSION FROM THE CITY OF FONTANA. TRAFFIC CONTROL SHALL BE IN
ACCORDANCE WITH THE PROVISIONS OF THE LATEST EDITION OF WORK AREA
TRAFFIC CONTROL HANDBOOK (W.A.T.C.H.) OR THE AGENCY'S PERMIT FOR THE WORK.
B. RESPONSIBILfTY
1. CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS.
2. CONTRACTOR TO PROVIDE TIMELY NOTIFICATION TO ALL AFFECTED AGENCIES,
INCLUDING THE FOLLOWING DEPARTMENTS AND PUBLIC AGENCIES:
A. POLICE DEPARTMENT
B. FIRE DEPARTMENT
C. DEPARTMENT OF PUBLIC WORKS/TRANSPORTATION
D. BUS AND TRANSIT COMPANIES
E. SCHOOL DISTRICTS
3. NOTIFY UNDERGROUND SERVICE ALERT (USA) OR LOCAL ONE -CALL CENTER
AT LEAST 48 HOURS PRIOR TO COMMENCEMENT OF EXCAVATION.
4. COORDINATE THE WORK WITH ALL AFFECTED AGENCIES AND THE PUBLIC.
5. INFORM OCCUPANTS OF ABUTING PROPERTIES, EITHER ORALLY OR BY
WRITTEN NOTICE, OF ACCESS LIMITATIONS MADE NECESSARY BY THE WORK.
6. INSTALL AND MAINTAIN REQUIRED TRAFFIC CONTROL DEVICES.
7. PROVIDE FLAGGERS WHEN REQUIRED.
_ 8. SCHEDULE AND EXPEDITE THE WORK TO CAUSE THE LEAST INCONVENIENCE
TO THE PUBLIC.
9. ASSURE THAT SURVEY CREWS AND OTHER EMPLOYEES WORKING IN OR
ADJACENT TO A TRAVELED ROADWAY WEAR FLAGGING GARMENTS AS
REQUIRED FOR FLAGGERS.
10. PROVIDE ADEQUATE SAFEGUARfD3G 'FOR WORKERS AND THE GENERAL PUBLIC.
11. PATROL THE CONSTRUCTION SITE AS REQUIRED TO INSURE THAT ALL DEVICES
ARE IN PLACE AND OPERATINAT ALL TIMES, ESPECIALLY AT NIGHT
AND ON WEEKENDS WHEN WORK IS USUALLY NOT IN PROGRESS.
12. REMOVE TRAFFIC DEVICES WHEN THEY ARE NO LONGER NEEDED.
C. PLANNING
1. ALL WORK SHALL BE PLANNED WELL IN ADVANCE TO KEEP TRAFFIC
OBSTRUCTIONS, PUBLIC INCONVENIENCE AND LOST WORKING TIME TO A MINIMUM.
2. CONTRACTOR SHALL VISIT THE JOBSITE BEFORE STARTING THE WORK
TO CONSIDER:
A. TRAFFIC CONDITIONS.
B. EXISTING TRAFFIC CONTROLS.
C. TRAFFIC LANE REQUIREMENTS.
D. PHYSICAL FEATURES.
E. VISIBILITY RESTRICTIONS.
F. PROBLEMS OF ACCESS TO PRIVATE PROPERTY.
G. BUSINESS ACCESS AND ACTIVITIES.
H. THE TYPE, NUMBER AND LOCATION OF SIGNS, BARRICADES,
LIGHTS AND OTHER TRAFFIC DEVICES REQUIRED FOR THE WORK.
I. PEDESTRIAN TRAFFIC, INCLUDING MEANS OF MITIGATING ANY ADVERSE
EFFECT UPON THE BLIND OR OTHER PHYSICALLY DISABLED PERSONS.
J. TRENCH PROFILES.
TEMPORARY TRAFFIC LANES
D.
1. WHENEVER THE PAVEMENT SURFACE HAS BEEN DISRUPTED BY PROFILING,
PAVING OVERLAY, TEMPORARY TRENCH RESURFACING, STEEL PLATING, HOSE
PLACEMENT, ETC., WARNING SIGNS DESCRIBING THE PAVEMENT SURFACE SHALL
BE INSTALLED IN ACCORDANCE WITH W.A.T.C.H. MANUAL.
2. ALL TEMPORARY TRAFFIC LANES SHALL BE A MINIMUM OF 12 FEET IN WIDTH
UNLESS OTHERWISE AUTHORIZED.
3. IF THE NEED ARISES TO COVER TRAFFIC SIGNAL INDICATIONS, IT SHALL MEET
THE REQUIREMENTS OF THE W.A.T.C.H. MANUAL.
E.. TEMPORARY PAVEMENT STRIPING/MARKING
1. CONTRACTOR SHALL COORDINATE WITH THE CITY OF FONTANA TO DETERMINE THE NEED FOR
AND EXTENT OF STRIPING REMOVAL AND RESTRIPING TO SUPPLEMENT DEVICES USED FOR DELINEATION.
(SEE TRAFFIC DETOUR GENERAL NOTES IN SHEET 11)
• J CYPRESS AVENUE, SIERRA AVENUE AND SOUTH HIGHLAND AVENUE SHALL HAVE A MINIMUM OF TWO (2) �tc�6s
TWELVE FOOT TRAFFIC LANES.
WORK AREA C18
��/■\ �7♦■ i=.t Hn .CONSTRUCTiON
r�aht L:�w AHEAD
C9A-2W15••• �4a-o 0-0 a -n 0-00 0-0 0-0 0-00-0'OUT
ILL
20 0-0 20 200_0 n10 20 20 20 20 20 20
STEEL PLATES (TYPE P)
(SCHEDULE SETUP AND RELOCATION)
(PIN ALL STEEL PLATES)
C7
(SETUP Com? SIERRA AVE.) 0T
SEE SHEET 13
JUNIPER AVENUE
PHASE 3 -STAGE 3
(SEE DETOUR
PLAN ON
THIS
SHEET)
—TEMPORARY
RAILINGS
(TYPE
— CHART A
—
RAILINGS
MINIMUM RECOMMENDED DELINEATOR AND SIGN PLACEMENT
K)
DRAWN BY:
EAB
W
SCALE:
„ : ,
1 - 40
SIGN SPACING
TRAFFIC SPEED**
TAPER
DELINEATOR
SPACNIG
(Atmice of Toper
n
UNGTN
(Taper)
(Tawnt)
& Between SIAM)
Etch lane
APPROVED BY: DATE:
�
214,
25 MPH (40 Kmm)
150 R (50m)
25 R. (8m)
50 Ft (15m)
150 Ft (50m)
30 MPH (45 Kmm)
2008 (60m)
30 Ft (9m)
60 Ft. (18m)
200 Ft (60m)
35 MPH (50 Krtyti)
250 R (754
35 Ft (11m)
70 Ft (21 m)
250 Ft (75m)
40 MPH (60 NO)
350 Ft (110m)
40 Ft (12m)
80 Ft (24m)
350 Ft (110m)
*45 MPH (70 "t)
550 R (170m)
45 R. (14m)
90 R. (27m)
550 R. (170m)
*50 MPH (80 KiO)
600 R (180m)
50 R (15m)
100 Ft (30m)
600 Ft (180m)
*55 MPH+(85
1000 R
50 R. (15m)
100 R. (30m)
1000 FL (300m)
Knim
300m
NOTES: - *See Section 8 for high speed situations.
- Distances shown in parenthesis are
approximate.
**85th Percentile speed or as directed by the Engine r.
O
M
JUNIPER AVENUE
STEEL PLATES (TYPE P)
(SCHEDULE SETUP AND RELOCATION)
(PIN ALL STEEL PLATES) (TYPICAL)
I
PHASE 2
(SEE DETOUR PLAN ON SHEET 1 1)
I
I
SIGNS K -RAIL
• CONES/DELINEATORS o oo oo CRASH CUSHION
BARRICADES x — x — x CHAIN LINK FENCE
RUCTION,
V,A.q C18 GC,yRH TI+.NAHEAD ; Q
0
r7
0
i
u7
STEEL PLATES (TYPE P)------/
(SCHEDULE SETUP AND RELOCATION)
(PIN ALL STEEL PLATES) `
WORK AREA
Z
• Q
J
C18
W15
■ R lAD
v ♦�\ R17 ■ Cf,1NSTRUK:TtOa`l;
„ AHEAD
— �.
C9A 12
yo
I
I
• I
s6
R17
SEE SHEET13
JUNIPER
PHASE 3 -
AVENUE
STAGE 2
(SEE DETOUR PLAN ON THIS SHEET)
TEMPORARY BARRICADES (TYPE III)
TEMPORARY RAILINGS (TYPE K)
NIPREAD
C18 > AHFA ;
AlrFAD T
pAKS <[
JUNIPER AVE. CLOSED TSTEEL PLATES (TYPE P)
S. HIGHLAND AVE. TO WALNUT ST. (SCHEDULE SETUP AND RELOCATION)
DATE TO DATEUSE DETOUR(PIN ALL STEEL PLATES)
JUNIPER AVECLOSED
0
ADD TEMP. AC TO MAINTAIN S. HIGHLAND AVE. TO WALNUT ST.
C1 12—FOOT LANE DATE TO DATE
A�1r"AD USE DETOUR PHASE 2
C5
C3
ROADR16 • — ROAD CLOSED RaAR GETCUR cU)SED CGRsrRUGTION;
AHEAD '40ws AHEAD AHFAn EAD
L:L��I "R.�FIcONl� R>1-2C2C9AW15�C1 C19 C18•1-01C9A
IF NECESSARY, FLAGGING OPERATION
—
9 AM 3 PM ONLY
AVENUE
JUNIPER
C13
WORK AREA
PHASE 3 - STAGE 1
(SEE DETOUR PLAN ON THIS SHEET)
•
TEMPORARY RAILINGS (TYPE K)
SEE SHEET 13
NOTICE TO THE CONTRACTOR:
THE PURPOSE OF THIS TENTATIVE TRAFFIC CONTROL PLAN IS TO SET FORTH GUIDANCE AND DIRECTION IN THE
IMPLEMENTATION OF A FINAL TRAFFIC CONTROL PLAN. THE CONTRACTOR IS RESPONSIBLE TO PLAN, SCHEDULE,
AND IMPLEMENT THE FINAL CONTROL PLAN, IN CONFORMANCE WITH THE W.A.T.C.H. MANUAL AND CALTRANS
TRAFFIC MANUAL, APPROVED BY THE CITY OF FONTANA.
ROAD W THE CONTRACTOR'S FINAL TRAFFIC CONTROL AND PHASING PLANS SHALL ACCOMMODATE
EAD
C18 cor�srRIICT•Oev
AHT
SAS LOCAL AND THROUGH TRAFFIC.
0_0• WALNUT STREET AND JUNIPER AVENUE WILL BE CLOSED TO THROUGH TRAFFIC.
l
TQ INGRESS AND EGRESS FOR RESIDENTS ONLY ON WALNUT STREET AND JUNIPER AVENUE
Z SHALL BE MAINTAINED BY THE CONTRACTOR.
W
Q SDI
A. GENERAL
1. NO WORK MAY BE PERFORMED IN ANY PUBLIC R:GHT-OF-WAY WITHOUT
PERMISSION FROM THE CITY OF FONTANA. TRAFFIC CONTROL SHALL BE IN
ACCORDANCE WITH THE PROVISIONS OF THE LATEST EDITION OF WORK AREA
TRAFFIC CONTROL HANDBOOK (W.A.T.C.H.) OR THE AGENCY'S PERMIT FOR THE WORK.
B. RESPONSIBILfTY
1. CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS.
2. CONTRACTOR TO PROVIDE TIMELY NOTIFICATION TO ALL AFFECTED AGENCIES,
INCLUDING THE FOLLOWING DEPARTMENTS AND PUBLIC AGENCIES:
A. POLICE DEPARTMENT
B. FIRE DEPARTMENT
C. DEPARTMENT OF PUBLIC WORKS/TRANSPORTATION
D. BUS AND TRANSIT COMPANIES
E. SCHOOL DISTRICTS
3. NOTIFY UNDERGROUND SERVICE ALERT (USA) OR LOCAL ONE -CALL CENTER
AT LEAST 48 HOURS PRIOR TO COMMENCEMENT OF EXCAVATION.
4. COORDINATE THE WORK WITH ALL AFFECTED AGENCIES AND THE PUBLIC.
5. INFORM OCCUPANTS OF ABUTING PROPERTIES, EITHER ORALLY OR BY
WRITTEN NOTICE, OF ACCESS LIMITATIONS MADE NECESSARY BY THE WORK.
6. INSTALL AND MAINTAIN REQUIRED TRAFFIC CONTROL DEVICES.
7. PROVIDE FLAGGERS WHEN REQUIRED.
_ 8. SCHEDULE AND EXPEDITE THE WORK TO CAUSE THE LEAST INCONVENIENCE
TO THE PUBLIC.
9. ASSURE THAT SURVEY CREWS AND OTHER EMPLOYEES WORKING IN OR
ADJACENT TO A TRAVELED ROADWAY WEAR FLAGGING GARMENTS AS
REQUIRED FOR FLAGGERS.
10. PROVIDE ADEQUATE SAFEGUARfD3G 'FOR WORKERS AND THE GENERAL PUBLIC.
11. PATROL THE CONSTRUCTION SITE AS REQUIRED TO INSURE THAT ALL DEVICES
ARE IN PLACE AND OPERATINAT ALL TIMES, ESPECIALLY AT NIGHT
AND ON WEEKENDS WHEN WORK IS USUALLY NOT IN PROGRESS.
12. REMOVE TRAFFIC DEVICES WHEN THEY ARE NO LONGER NEEDED.
C. PLANNING
1. ALL WORK SHALL BE PLANNED WELL IN ADVANCE TO KEEP TRAFFIC
OBSTRUCTIONS, PUBLIC INCONVENIENCE AND LOST WORKING TIME TO A MINIMUM.
2. CONTRACTOR SHALL VISIT THE JOBSITE BEFORE STARTING THE WORK
TO CONSIDER:
A. TRAFFIC CONDITIONS.
B. EXISTING TRAFFIC CONTROLS.
C. TRAFFIC LANE REQUIREMENTS.
D. PHYSICAL FEATURES.
E. VISIBILITY RESTRICTIONS.
F. PROBLEMS OF ACCESS TO PRIVATE PROPERTY.
G. BUSINESS ACCESS AND ACTIVITIES.
H. THE TYPE, NUMBER AND LOCATION OF SIGNS, BARRICADES,
LIGHTS AND OTHER TRAFFIC DEVICES REQUIRED FOR THE WORK.
I. PEDESTRIAN TRAFFIC, INCLUDING MEANS OF MITIGATING ANY ADVERSE
EFFECT UPON THE BLIND OR OTHER PHYSICALLY DISABLED PERSONS.
J. TRENCH PROFILES.
TEMPORARY TRAFFIC LANES
D.
1. WHENEVER THE PAVEMENT SURFACE HAS BEEN DISRUPTED BY PROFILING,
PAVING OVERLAY, TEMPORARY TRENCH RESURFACING, STEEL PLATING, HOSE
PLACEMENT, ETC., WARNING SIGNS DESCRIBING THE PAVEMENT SURFACE SHALL
BE INSTALLED IN ACCORDANCE WITH W.A.T.C.H. MANUAL.
2. ALL TEMPORARY TRAFFIC LANES SHALL BE A MINIMUM OF 12 FEET IN WIDTH
UNLESS OTHERWISE AUTHORIZED.
3. IF THE NEED ARISES TO COVER TRAFFIC SIGNAL INDICATIONS, IT SHALL MEET
THE REQUIREMENTS OF THE W.A.T.C.H. MANUAL.
E.. TEMPORARY PAVEMENT STRIPING/MARKING
1. CONTRACTOR SHALL COORDINATE WITH THE CITY OF FONTANA TO DETERMINE THE NEED FOR
AND EXTENT OF STRIPING REMOVAL AND RESTRIPING TO SUPPLEMENT DEVICES USED FOR DELINEATION.
(SEE TRAFFIC DETOUR GENERAL NOTES IN SHEET 11)
• J CYPRESS AVENUE, SIERRA AVENUE AND SOUTH HIGHLAND AVENUE SHALL HAVE A MINIMUM OF TWO (2) �tc�6s
TWELVE FOOT TRAFFIC LANES.
WORK AREA C18
��/■\ �7♦■ i=.t Hn .CONSTRUCTiON
r�aht L:�w AHEAD
C9A-2W15••• �4a-o 0-0 a -n 0-00 0-0 0-0 0-00-0'OUT
ILL
20 0-0 20 200_0 n10 20 20 20 20 20 20
STEEL PLATES (TYPE P)
(SCHEDULE SETUP AND RELOCATION)
(PIN ALL STEEL PLATES)
C7
(SETUP Com? SIERRA AVE.) 0T
SEE SHEET 13
JUNIPER AVENUE
PHASE 3 -STAGE 3
(SEE DETOUR
PLAN ON
THIS
SHEET)
—TEMPORARY
RAILINGS
(TYPE
K)
—TEMPORARY
RAILINGS
(TYPE
K)
H--IGHL,gND SC3
I
.q� (DETOUR 4,HEAD)
C1 T S. HIGHLAND AVE.,.
SC l
I
W
i
W
oQRpFESSI Nq(
�� J ES G. YE
N0. C 49004 A
EXP. 09/31/05
s, CIVIL ��P
9TF of ca��
PLANS PREPARED BY:
ELIAS A. BUSUEGO, JR. II
Q
BENCH MARK:
SAN BERNARDINO COUNTY BENCH MARK
N0. 616, BRASS CAP IN GAS STATION
PUMP ISLAND SOUTHEAST CORNER
HIGHLAND AVE. AND CITRUS AVE,
ELEVATION = 1510.91
(NOTE: GAS STATION IS ABANDONED)
Q
DATE BY DESCRIPTION APP'D BY DATE
U
(�
SOUTH HIGHLAND
AVENUE AND JUNIPER AVENUE SEWER SYSTEM IMPROVEMENTS SP -46-01
DRAWN BY:
EAB
W
SCALE:
„ : ,
1 - 40
W
DRAWN BY: E. A. BUSUEGO, JR. II DATE: 10/01
CHECKED BY: T. R. HOLLIMAN, P.E. DATE: 04/02
DESIGNED BY:
EAB
n
Z
U
CHECKED BY:
APPROVED BY: DATE:
�
214,
C5
(DETOUR) T I
WALNUT ST. F C5 9-T WALNUT ST.
__*I (DETOUR)'
SC3 C7
(END DETOUR) T
DETOUR PLAN PHASE 3 -STAGE 1
SCALE: 1" = 400'
w
Q
Underground Service Alert
SECTION 4216/4217 OF THE GOVERNMENT CODENo.
REQUIRES A DIG ALERT IDENTIFICATION NUMBER
BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL
BE VALID.
O�FOoE yon Call; TOLL FREE
1-800
227-2600
Associated Engineers
g
3311 EAST SHELBY STREET ONTARIO, CALIFORNIA 91764
TEL.: (909) 980-1982 FAX: (909) 941-0891
oQRpFESSI Nq(
�� J ES G. YE
N0. C 49004 A
EXP. 09/31/05
s, CIVIL ��P
9TF of ca��
PLANS PREPARED BY:
ELIAS A. BUSUEGO, JR. II
REVISIONS
BENCH MARK:
SAN BERNARDINO COUNTY BENCH MARK
N0. 616, BRASS CAP IN GAS STATION
PUMP ISLAND SOUTHEAST CORNER
HIGHLAND AVE. AND CITRUS AVE,
ELEVATION = 1510.91
(NOTE: GAS STATION IS ABANDONED)
CITY OF F
DATE BY DESCRIPTION APP'D BY DATE
01/28/03 EAB RECORD DRAWING.
SOUTH HIGHLAND
AVENUE AND JUNIPER AVENUE SEWER SYSTEM IMPROVEMENTS SP -46-01
DRAWN BY:
EAB
SEWER IMPROVEMENT PLAN
JUNIPER AVENUE
SCALE:
„ : ,
1 - 40
DESIGNED BY: E. A. BUSUEGO, JR. II DATE: 09/01
DRAWN BY: E. A. BUSUEGO, JR. II DATE: 10/01
CHECKED BY: T. R. HOLLIMAN, P.E. DATE: 04/02
DESIGNED BY:
EAB
TRAFFIC CONTROL PLAN
FROM WALNUT ST. TO S. HU-ILAND AVE.
DATE:
12/12/2001
APPROVED:
��/ f
h
CHECKED BY:
APPROVED BY: DATE:
DRAWING N0.
214,
JAME . DYE, P.E., RCE# C 49004 BATE'
CITY TRAFFIC ENGINE 'RR.,.E. NO. 1-931
THIS PLAN IS COPYRIGHTED BY ASSOCIATED ENGINEERS, INC. 2001 L:\2001\01064\DWG\AsBuilt\TRAFFICI2D.DWG
30January2003