08‐RIV‐60‐PM 28.03/30.42
EA 341400
PN 0800000612
RU 2232
Local Funds 800.100
February 2013
ATTACHMENT I
POTRERO BLVD AND SR‐60
8‐LANE AND 10‐LANE SECTION
08‐RIV‐60‐PM 28.03/30.42
EA 341400
PN 0800000612
RU 2232
Local Funds 800.100
February 2013
ATTACHMENT I
POTRERO BLVD AND SR‐60
8‐LANE AND 10‐LANE SECTION
08‐RIV‐60‐PM 28.03/30.42
EA 341400
PN 0800000612
RU 2232
Local Funds 800.100
February 2013
ATTACHMENT J
CONCEPTUAL LANDSCAPE PLAN
08‐RIV‐60‐PM 28.03/30.42
EA 341400
PN 0800000612
RU 2232
Local Funds 800.100
February 2013
SCALE IN FEET
ATTACHMENT J
08‐RIV‐60‐PM 28.03/30.42
EA 341400
PN 0800000612
RU 2232
Local Funds 800.100
February 2013
ATTACHMENT K
PROPOSED BRIDGE AESTHETICS
08‐RIV‐60‐PM 28.03/30.42
EA 341400
PN 0800000612
RU 2232
Local Funds 800.100
February 2013
ATTACHMENT K
08‐RIV‐60‐PM 28.03/30.42
EA 341400
PN 0800000612
RU 2232
Local Funds 800.100
February 2013
ATTACHMENT L
ADVANCED PLANNING STUDY
08‐RIV‐60‐PM 28.03/30.42
EA 341400
PN 0800000612
RU 2232
Local Funds 800.100
February 2013
ATTACHMENT L
ADVANCED PLANNING STUDY
08‐RIV‐60‐PM 28.03/30.42
EA 341400
PN 0800000612
RU 2232
Local Funds 800.100
February 2013
ATTACHMENT L
ADVANCED PLANNING STUDY
08‐RIV‐60‐PM 28.03/30.42
EA 341400
PN 0800000612
RU 2232
Local Funds 800.100
February 2013
ATTACHMENT M
STORM WATER DATA REPORT
(APPROVAL PAGE ONLY)
08‐RIV‐60‐PM 28.03/30.42
EA 341400
PN 0800000612
RU 2232
Local Funds 800.100
February 2013
08‐RIV‐60‐PM 28.03/30.42
EA 341400
PN 0800000612
RU 2232
Local Funds 800.100
February 2013
ATTACHMENT N
TRAFFIC MANAGEMENT PLAN DATA SHEET
(Phase 1 ‐ EA 34141)
(Phase 2 ‐ EA 34142)
08‐RIV‐60‐PM 28.03/30.42
EA 341400
PN 0800000612
RU 2232
Local Funds 800.100
February 2013
PHASE 1
TRANSPORTATION MANAGEMENT PLAN DATA SHEET
(Preliminary TMP Elements and Costs)
Co/Rte/PM Riv-60-28.7/30.2
EA
PIN
34141
0800020444
Project
Engineer Jimmy Sims
Project Limit On Route 60 between Jack Rabbit Trail and I-10/SR-60 Junction Project Description
Phase 1 of 2 for construction of new interchange on SR-60 at Potrero Blvd:
Construct Potrero Blvd OC structure, Potrero Blvd roadway approaches, temporary Western Knolls Ave extension, and SR-60 median improvements.
Expected Construction Schedule Spring 2013 - Summer 2014
Duration
The project will take 340 working days to construct over a 1.5-year period.
Total Project Cost $23,000,000
1) Public Information
a. Brochures and Mailers $ 119,000
b. Press Release
c. Paid Advertising $
d. Public Information Center/Kiosk $
e. Public Meeting/Speakers Bureau
f. Telephone Hotline
g. Internet
i. Others $
2) Motorists Information Strategies
a. Changeable Message Signs (Fixed) $
b. Changeable Message Signs (Portable) $
c. Ground Mounted Signs $ 25,000
d. Highway Advisory Radio $ Existing Facility
e. Caltrans Highway Information Network (CHIN)
i. Others $
3) Incident Management
a. Construction Zone Enhanced Enforcement
Program (COZEEP) $ 42,560
b. Freeway Service Patrol $ 4,968
c. Traffic Management Team
d. Helicopter Surveillance $
e. Traffic Surveillance Stations
(Loop Detector and CCTV) $
f. Others
CHP Traffic Handling
Callbox relocation
$ 42,560
$10,000
08‐RIV‐60‐PM 28.03/30.42
EA 341400
PN 0800000612
RU 2232
Local Funds 800.100
February 2013
Phase 1 TMP Data Sheet (cont.)
4) Construction Strategies
a. Lane Closure Chart
b. Reversible Lanes
c. Total Facility Closure
d. Contra Flow
e. Truck Traffic Restrictions $
f. Reduced Speed Zone $
g. Connector and Ramp Closures
h. Incentive and Disincentive $
i. Moveable Barrier $
j. Others
Off-peak closures
Construction staging and traffic handling (k-rail,
gawk screen, CPM schedule) $ 145,760
5) Demand Management
a. HOV Lanes/Ramps (New or Convert) $
b. Park and Ride Lots $
c. Rideshare Incentives $
d. Variable Work Hours
e. Telecommute
f. Ramp Metering (Temporary Installation) $
g. Ramp Metering (Modify Existing) $
h. Others $
6) Alternate Route Strategies
a. Add Capacity to Freeway Connector $
b. Street Improvement (widening, traffic signal... etc) $ c. Traffic Control Officers $
d. Parking Restrictions
e. Others Signed detour routes $ 110,000
7) Other Strategies
a. Application of New Technology $
e. Others $
TOTAL ESTIMATED COST OF TMP ELEMENTS = $ 499,848
08‐RIV‐60‐PM 28.03/30.42
EA 341400
PN 0800000612
RU 2232
Local Funds 800.100
February 2013
Phase 1 TMP Data Sheet (cont.)
Project Notes:
Assumptions/ Comments:
1. The project will have 28 total night closures (14 full and 6 lane). There will be no daytime closures.
2. Current dollar values used. Inflation was not factored into the estimate.
3. Traffic Control/Maintain Traffic costs were not provided. Please consult with OE or Construction office for this estimate.
4. Portable CMS specified for this project by this estimate are designated for congestion relief as outlined in DD-60. Portable CMS required for other purposes should be included under other specifications.
5. The COZEEP specified for this project by this estimate is designated for congestion relief as outlined by DD-60. The COZEEP required for other purposes should be included under other specifications.
Note 1: All projects whose contract value is $5 million or more, and/or meet certain other criteria should be evaluated for applicability of A+B Bidding. Consult the Lane Closure Charts Coordinator for the analysis, and the OE for more details about A+B Bidding.
Note 2: As outlined in Deputy Directive 60, this TMP is a living document, subject to change as required by changing circumstances. If there is material change to the project scope which will affect the function or adequacy of the TMP, then changes to the TMP must be addressed. If traffic conditions at the project site demonstrate that TMP elements need to be adjusted to adequately address congestion, then the TMP shall be altered accordingly.
Note 3: Hospitals with emergency services and fire stations that may require access through work zones at all hours should be accommodated. Schools, major venues, shopping malls, and other heavily utilized area should also be notified of the construction activities that may impact their services.
PREPARED BY Jimmy Sims, PE DATE 2/24/2013
APPROVED BY DATE
08‐RIV‐60‐PM 28.03/30.42
EA 341400
PN 0800000612
RU 2232
Local Funds 800.100
February 2013
PHASE 2
TRANSPORTATION MANAGEMENT PLAN DATA SHEET
(Preliminary TMP Elements and Costs)
Co/Rte/PM Riv-60-28.3/30.0
EA
PIN
34142
0800020445
Project
Engineer Jimmy Sims
Project Limit On Route 60 between Jack Rabbit Trail and I-10/SR-60 Junction Project Description
Phase 2 of 2 for construction of new interchange on SR-60 at Potrero Blvd:
Construct on and off ramps, remainder of Potrero Blvd local roadway, widen San Timoteo Bridge, realign and extend Western Knolls Ave extension, and remove two at-grade intersections.
Expected Construction Schedule Summer 2014 – Summer 2015 Duration The project will take 210 working days to construct over a 1-year period.
Total Project Cost $54,400,000
1) Public Information
a. Brochures and Mailers $ 74,000
b. Press Release
c. Paid Advertising $
d. Public Information Center/Kiosk $
e. Public Meeting/Speakers Bureau
f. Telephone Hotline
g. Internet
i. Others $
2) Motorists Information Strategies
a. Changeable Message Signs (Fixed) $
b. Changeable Message Signs (Portable) $
c. Ground Mounted Signs $ 39,000
d. Highway Advisory Radio $ Existing Facility
e. Caltrans Highway Information Network (CHIN)
i. Others $
3) Incident Management
a. Construction Zone Enhanced Enforcement
Program (COZEEP) $ 18,240
b. Freeway Service Patrol $ 105,876
c. Traffic Management Team
d. Helicopter Surveillance $
e. Traffic Surveillance Stations
(Loop Detector and CCTV) $
f. Others CHP Traffic Handling $ 18,240
08‐RIV‐60‐PM 28.03/30.42
EA 341400
PN 0800000612
RU 2232
Local Funds 800.100
February 2013
Phase 2 TMP Data Sheet (cont.)
4) Construction Strategies
a. Lane Closure Chart
b. Reversible Lanes
c. Total Facility Closure
d. Contra Flow
e. Truck Traffic Restrictions $
f. Reduced Speed Zone $
g. Connector and Ramp Closures
h. Incentive and Disincentive $
i. Moveable Barrier $
j. Others
Off-peak closures
Construction staging and traffic handling (k-rail,
gawk screen, CPM schedule) $ 343,400
5) Demand Management
a. HOV Lanes/Ramps (New or Convert) $
b. Park and Ride Lots $
c. Rideshare Incentives $
d. Variable Work Hours
e. Telecommute
f. Ramp Metering (Temporary Installation) $
g. Ramp Metering (Modify Existing) $
h. Others $
6) Alternate Route Strategies
a. Add Capacity to Freeway Connector $
b. Street Improvement (widening, traffic signal... etc) $ c. Traffic Control Officers $
d. Parking Restrictions
e. Others Signed detour routes $ 119,000
7) Other Strategies
a. Application of New Technology $
e. Others $
TOTAL ESTIMATED COST OF TMP ELEMENTS = $ 717,756
08‐RIV‐60‐PM 28.03/30.42
EA 341400
PN 0800000612
RU 2232
Local Funds 800.100
February 2013
Phase 2 TMP Data Sheet (cont.)
Project Notes:
Assumptions/ Comments:
6. The project will have 12 total night lane closures. There will be no full or daytime closures.
7. Current dollar values used. Inflation was not factored into the estimate.
8. Traffic Control/Maintain Traffic costs were not provided. Please consult with OE or Construction office for this estimate.
9. Portable CMS specified for this project by this estimate are designated for congestion relief as outlined in DD-60. Portable CMS required for other purposes should be included under other specifications.
10. The COZEEP specified for this project by this estimate is designated for congestion relief as outlined by DD-60. The COZEEP required for other purposes should be included under other specifications.
Note 1: All projects whose contract value is $5 million or more, and/or meet certain other criteria should be evaluated for applicability of A+B Bidding. Consult the Lane Closure Charts Coordinator for the analysis, and the OE for more details about A+B Bidding.
Note 2: As outlined in Deputy Directive 60, this TMP is a living document, subject to change as required by changing circumstances.. If there is material change to the project scope which will affect the function or adequacy of the TMP, then changes to the TMP must be addressed. If traffic conditions at the project site demonstrate that TMP elements need to be adjusted to adequately address congestion, then the TMP shall be altered accordingly.
Note 3: Hospitals with emergency services and fire stations that may require access through work zones at all hours should be accommodated. Schools, major venues, shopping malls, and other heavily utilized area should also be notified of the construction activities that may impact their services.
PREPARED BY Jimmy Sims, PE DATE 2/24/2013
APPROVED BY DATE
08‐RIV‐60‐PM 28.03/30.42
EA 341400
PN 0800000612
RU 2232
Local Funds 800.100
February 2013
ATTACHMENT O
RIGHT OF WAY DATA SHEET
08‐RIV‐60‐PM 28.03/30.42
EA 341400
PN 0800000612
RU 2232
Local Funds 800.100
February 2013
08‐RIV‐60‐PM 28.03/30.42
EA 341400
PN 0800000612
RU 2232
Local Funds 800.100
February 2013
08‐RIV‐60‐PM 28.03/30.42
EA 341400
PN 0800000612
RU 2232
Local Funds 800.100
February 2013
08‐RIV‐60‐PM 28.03/30.42
EA 341400
PN 0800000612
RU 2232
Local Funds 800.100
February 2013
08‐RIV‐60‐PM 28.03/30.42
EA 341400
PN 0800000612
RU 2232
Local Funds 800.100
February 2013
08‐RIV‐60‐PM 28.03/30.42
EA 341400
PN 0800000612
RU 2232
Local Funds 800.100
February 2013
08‐RIV‐60‐PM 28.03/30.42
EA 341400
PN 0800000612
RU 2232
Local Funds 800.100
February 2013
ATTACHMENT P
PRELIMINARY PROJECT
COST ESTIMATE SUMMARIES
PHASE 1 AND PHASE 2
08‐RIV‐60‐PM 28.03/30.42
EA 341400
PN 0800000612
RU 2232
Local Funds 800.100
February 2013
08‐RIV‐60‐PM 28.03/30.42
EA 341400
PN 0800000612
RU 2232
Local Funds 800.100
February 2013
08‐RIV‐60‐PM 28.03/30.42
EA 341400
PN 0800000612
RU 2232
Local Funds 800.100
February 2013
08‐RIV‐60‐PM 28.03/30.42
EA 341400
PN 0800000612
RU 2232
Local Funds 800.100
February 2013
08‐RIV‐60‐PM 28.03/30.42
EA 341400
PN 0800000612
RU 2232
Local Funds 800.100
February 2013
08‐RIV‐60‐PM 28.03/30.42
EA 341400
PN 0800000612
RU 2232
Local Funds 800.100
February 2013
08‐RIV‐60‐PM 28.03/30.42
EA 341400
PN 0800000612
RU 2232
Local Funds 800.100
February 2013
08‐RIV‐60‐PM 28.03/30.42
EA 341400
PN 0800000612
RU 2232
Local Funds 800.100
February 2013
08‐RIV‐60‐PM 28.03/30.42
EA 341400
PN 0800000612
RU 2232
Local Funds 800.100
February 2013
08‐RIV‐60‐PM 28.03/30.42
EA 341400
PN 0800000612
RU 2232
Local Funds 800.100
February 2013
08‐RIV‐60‐PM 28.03/30.42
EA 341400
PN 0800000612
RU 2232
Local Funds 800.100
February 2013
08‐RIV‐60‐PM 28.03/30.42
EA 341400
PN 0800000612
RU 2232
Local Funds 800.100
February 2013
08‐RIV‐60‐PM 28.03/30.42
EA 341400
PN 0800000612
RU 2232
Local Funds 800.100
February 2013
ATTACHMENT Q
APPROVED FACT SHEET – JANUARY 2012
APPROVED FACT SHEET – NOVEMBER 1995
(Title Pages Only)
08‐RIV‐60‐PM 28.03/30.42
EA 341400
PN 0800000612
RU 2232
Local Funds 800.100
February 2013
08‐RIV‐60‐PM 28.03/30.42
EA 341400
PN 0800000612
RU 2232
Local Funds 800.100
February 2013
08‐RIV‐60‐PM 28.03/30.42
EA 341400
PN 0800000612
RU 2232
Local Funds 800.100
February 2013
ATTACHMENT R
PROJECT DEVELOPMENT
AND
CONSTRUCTION
COOPERATIVE AGREEMENTS
(Phase 1 – 34141)
(Phase 2 – 34142)
08‐RIV‐60‐PM 28.03/30.42
EA 341400
PN 0800000612
RU 2232
Local Funds 800.100
February 2013
ATTACHMENT S
PHASE 1
TYPICAL SECTIONS, LAYOUT, PROFILES, UTILITY
PLANS
1 No.R T L
CURVE DATA
1 50000.00’0?55’44"405.313’810.61’
NOTES:
BB "P" +27.57
APPROACH SLAB
EB "P" +43.57
TH
(BY CITY)
+95.89
2 3
2 3
300.00’
300.00’
87.672’170.593’
81.263’158.717’
28’
48’
LEGEND:
"P" +53.57’, 7.00’ Lt
"A" +35.27, 197.07’ Lt
"WK 1"1+89.62 PR C
1 38’
1 3
ABBREVIATIONS:
APT ANGLE POINT
Beg HMA DIKE (TYPE E)
"A" +15.93
Beg CB (TYPE 60GE)
END CB (TYPE 60G)
Beg CB (TYPE 60G)
END CB (TYPE 60GE)
"A" +74.12
"A" 395+45.13 POT
"P" 466+87.57 POC="WK 1" 0+00.00 POT
"P" 469+20.94 POC=
2 6 ’
(TYPE E)HMA DIKE
1 (SEE STRUCTURE PLANS)
APPROACH SLAB
END Rem FENCE
147.21’ Lt"A" +87.95
Rem & RECONSTRUCT
Rem BASE & SURFACING
Rem FENCE
CONFORM
Beg CB (TYPE 60G)
Beg Rem Exist CB
"A" +80.93
END Rem FENCE
FENCE
Rem
CONFORM
END CB (TYPE 60G)
END Rem Exist CB
"A" +09.12
TCE TEMPORARY CONSTRUCTION EASEMENT
Rem REMOVE
FENCE
Rem
C O U N T Y
R I V E R S I D E
2 5 ’
TO REMAIN
Exist CB
TO REMAIN
Exist CB
2 5 ’
28’
(SEE STRUCTURE PLANS)
BRIDGE No. 56-0849
~
SURVEY MONUMENT
TCE
CURVE DATA
B E A U M O N T
C I T Y O F
END FENCE (TYPE CL-6)
Beg FENCE (TYPE CL-6)
19.03’
EP "P" +69.47, 61.00’ Rt
EP "P" +91.40, 61.00’ Lt
2 ~
4 ~
~
"A" +62.53, 2.33’ Rt APT
END FENCE (TYPE CL-6)
Beg FENCE (TYPE CL-6)
CB ELEVATIONS
SEE Sht C-2 FOR
"P" +43.57, 62.42’ Lt
"P" +43.57, 62.42’ Rt
"P" +27.57, 62.42’ Rt
"P" +27.57, 62.42’ Lt
Rem FENCE
FENCE
Rem 4698.64’
CONFORM
SAWCUT AND
Beg Rem FENCE
"A" +36.02, 96.29’ Lt
60GE)
CB (TYPE
1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
END FENCE (TYPE CL-6)
"P" +86.02, 61.00 Lt
B e g R e m B A S E & S U R F A C I N G
"W K 1 "+8 9 .6 2 , 1 3 .0 0 ’ L t
Beg Rem BASE & SURFACING
"WK 1" +02.68, 13.00’ Lt
"WK 1" 0+19.03 BC
"A" +55.69, 162.53’ Rt
"A" +68.98, 141.67’ Rt
"A" +57.63, 99.83’ Rt
"A" +36.73, 157.60’ Rt
"A" +32.86, 99.36’ Rt
NOTED.
AND WILL FOLLOW EXISTING FENCE LINE EXCEPT WHERE
2. NEW FENCE TO BE INSTALLED AFTER FINAL GRADING
TransCB (TYPE 60G)
TransCB (TYPE 60G)
A76E).
TYPE 60 CB AND TYPE 60GE CB (SEE STANDARD PLAN
3. USE 35’ CONCRETE BARRIER TRANSITION BETWEEN
B e g R e m M B G R
"WK 1 "+9 7 .0 1 , 2 5 .4 1 ’ R t
B e g R e m A C D I K E"WK 1 "+4 7 .5 6 , 1 3 .0 3 ’ L t B e g R e m A C D I K E"WK 1 "+4 8 .7 4 , 1 3 .1 0 ’ R t
NOT TO BE PERPETUATED
Exist SURVEY MONUMENT
"A" +21.71, 95.38’ Rt
FENCE (TYPE CL-6) APT
FENCE (TYPE CL-6) APT
FENCE (TYPE CL-6) APT
FENCE (TYPE CL-6) APT
FENCE (TYPE CL-6) APT
"A" +27.52, 2.33’ Lt APT
"A" +62.53, 2.33’ Lt APT
PUE PUBLIC UTILITY EASEMENT
SECTION (SEE Sht X-1)PAVEMENT STRUCTURAL
(TYPE CL 6)
FENCE
(TYPE CL 6)FENCE
FENCE (TYPE CL 6)
CL 6)(TYPE
FENCE
C-2)
(SEE Sht
CONFORM
SURFACING
BASE &
Rem
"WK 1 " 3 +4 8 .3 4 E C
BC
"P " 4 6 3 +4 9 .2 2 EP
"P" +69.47, 61.00’ Lt
(SEE Sht C-2) (Typ)
HMA SW RAMP Trans
"A" +27.52, 2.33’ Rt APT
END HMA DIKE (TYPE E)
"WK 1" +63.07, 13.00’ Rt
(SEE Sht C-2)
CONFORM
+23.34
7 5 .0 0 ’
4 St EXTENSION
5~
~5
(TYPE E)HMA DIKE
(TYPE E)HMA DIKE
No.
No.
LLL LIMIT OF STRUCTURAL SECTION
+63.07
LSS BOUNDARY
7’
(SEE SHEET C-2)COLD PLANE AND OVERLAY
~
Rem Exist CB
+8 4 .1 6
+6 5 .8 2
SAN JOSE, CA 95112
1960 ZANKER ROAD
MARK THOMAS & COMPANY, Inc.
CIVIL
60Riv08
CITY OF BEAUMONT
PLANNING DEPARTMENT
550 E. 6TH STREET
BEAUMONT, CA 92223
JOHN KENYON
JIMMY W. SIMS
28.7/30.2
BRIAN PANTALEONx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEETNo.TOTAL
SHEETS
LAST REVISION
STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS T E
RED P R O F E S S IO N A
LEN
G
IN
E
ER
STATEOFCA L I F O R NIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>
DATE PLOTTED =>
10:59
25-JAN-2012
CHECKED BY
DESIGNED BY
CALCULATED-
REVISED BY
DATE REVISED
PLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISOR
R
COPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R
00-00-00
USERNAME =>rpatel
DGN FILE =>SJ-10114-L1.dgn
RELATIVE BORDER SCALEIS IN INCHES
0 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE 08000204441BORDER LAST REVISED 7/2/2010 ASPH
ASPH
ASPH
ASPH
SCATTERED BRUSH
2453.7
2452.2
2450.6
2454.5
2433.6
2430.5
2424.8
2426.5
2433.5
2436.3
2452.4
2454.6
2451.2
2428.6
2430.6
2432.6
2434.5
2436.7
2438.8
2440.6
2428.7
2430.6
2432.6
2434.6
2436.8
2438.7
2440.6
2439.2
2436.4
2433.2
2431.3
2429.2
2427.3
2453.2
2453.7
2451.5
2433.6
2437.7
2419.6
2421.4
2423.6
2426.4
2435.7
2446.4
2451.7
2441.7
2446.62447.7
2449.7
2449.4
2450.2
2451.6
2445.7
2449.6
2446.9
2442.2
2443.6 2446.5
2452.52454.5
2455.32456.7
2457.7
2456.8
2455.6
2454.5
2453.6 2451.4
2452.3
2450.1
2449.4
2448.7
2448.4
2451.4
2441.6
2451.5
2441.2
2420.1
2416.7
2410.2
2423.6
2435.3
2448.2
2428.5
2420.4
2416.6
2412.8
2409.4
2426.3
2407.8
2407.5
2404.7
2401.6
2395.2
2398.7
2400.3
2416.6
2407.4
2411.5
2412.5
2413.5
2414.5
2415.42418.4
2402.3
2414.62410.2
2418.2
2439.1
2438.4
2432.6
2420.5
2427.3
2422.6
2437.6
2451.5
2429.62425.6
2424.4
2423.5
2432.1
2428.5
2439.3
2451.6
2432.5
2436.2
2433.4
2447.7
2447.4
2446.2
2448.4
2448.5
2450.5
2446.5
2436.8
2438.5
2454.3 2457.6
2458.7
2456.7
2453.6
2451.5
2448.3
2449.3
2457.4
2459.5
2455.7
2455.3 2442.8
2444.6
2446.6
2448.6
2450.6
2442.6
2444.7
2446.7
2448.5
2450.6
2451.3
2449.3
2447.3
2445.3
2443.4
2441.4
2456.5
2459.5
2463.3 2465.52467.5 2469.52470.7
2472.5
2474.6
2473.4
2472.6
2469.7
2468.4
2466.3
2465.3
2463.6
2470.6
2443.2
2448.4
2465
2465
2455
2455
2455
2460
2460
2470
2470
2455
2430
2430
2430
2435
2435
2435
2435
2435
2435
2425
2425
2 4 2 5
2420
2425
2 4 3 0
2430
2430
2425
2 4
3 5
2445
2445
2445
24452445
2445
2 4 4 5
2 4 5 0
2450
2450
2450
2450
2450
2 4 5 0
2445
2440
2440
2440
2435
2 4 4 0
2440
2440
2440
2440
2440
2440
2455
2430
2430
2445
2450
2450
2450
2450
2455
2395
2400
2400
2400
2400
2415
2 4 1 5
2415
2 4 2 0
2420
2420
2420
2 4 2 0
2405
2405
2405
2 405
2410
2 4 1 0
2 4 1 5
2410
1 2
3 4
4 5 5 460 465 470342919867786
09/30/13
JIMMY W.
SIMS
35458
LAYOUT
L-1
"P" LINE
SCALE: 1" = 50’
MATCH LINE (L-2)
R/W
R/W
POTRERO Blvd
"WK
1" L INE
"A" LINE
KNOLL S
A v e
WE STERN
EB ROUTE 60
WB ROUTE 60
R/W
R /W
T C E
T C E
R/W
R/W
MATCH LINE A (L-3)
MATCH LINE B (L-3)
9 7
8 395
396
4 3
F
C
CF
C
C
C
C F
C F
CF
CF
F
F
"P" 471+59.82 EC
SURFACING
4 4
No.R T L
CURVE DATA
50000.00’0?55’44"405.313’810.61’
480+41.39
1 Rem BASE &
NOTES:
2. FOR NOTES, LEGEND AND ABBREVIATIONS, SEE SHEET L-1.
B E A U M O N T
C I T Y O F
28’
25’
57.5’
222.7’
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT
1 3 9 .6 1 ’
8 4 4 .2 5 ’
END Rem BASE & SURFACING
"P" 473+86.28, 7.00 Lt
END Rem MBGR
"P" +86.46, 10.73 Rt
E N D R e m A C D I K E"P "+6 6 .0 8 , 3 1 .8 3 ’ L t END Rem AC DIKE
END Rem BASE & SURFACING
"P" 476+64.89, 7.00 Lt
Sht C-2)
CONFORM (SEE
"P" 481+00.00 APT
"P" 479+60.39 APT
7’
SAN JOSE, CA 95112
1960 ZANKER ROAD
MARK THOMAS & COMPANY, Inc.
CIVIL
60Riv08
CITY OF BEAUMONT
PLANNING DEPARTMENT
550 E. 6TH STREET
BEAUMONT, CA 92223
JOHN KENYON
JIMMY W. SIMS
28.7/30.2
BRIAN PANTALEONx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEETNo.TOTAL
SHEETS
LAST REVISION
STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS T E
RED P R O F E S S IO N A
LEN
G
IN
E
ER
STATEOFCA L I F O R NIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>
DATE PLOTTED =>
11:00
25-JAN-2012
CHECKED BY
DESIGNED BY
CALCULATED-
REVISED BY
DATE REVISED
PLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISOR
R
COPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R
00-00-00
USERNAME =>rpatel
DGN FILE =>SJ-10114-L2.dgn
RELATIVE BORDER SCALEIS IN INCHES
0 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE 08000204441BORDER LAST REVISED 7/2/2010 PIPE
PIPE
PIPE
PIPE
PIPE
2478.5
2475.3
2474.5
2476.4
2474.7
2475.4
2478.7
2481.5
2482.3
2479.6
2481.4
2484.5
2483.8
2481.3
2476.6
2473.5
2473.3
2471.5
2475.3
2476.5
2478.7
2481.3
2479.6
2479.5
2476.5
2476.4
2477.5
2479.5
2480.5
2478.4
2477.7
2478.7
2474.6
2466.4
2462.5
2458.4
2463.6
2465.5
2467.5
2469.6
2472.3
2476.4
2476.8
2475.5
2459.5
2468.5
2478.3
2456.4
2454.4
2455.9 2457.5
2459.6
2456.2
2460.5
2463.5
2461.5
2465.32463.9
2458.4
2453.2
2456.6
2455.3
2454.9
2446.3
2450.4
2460.5
2445.6
2448.4
2446.5
2446.4
2444.6
2472.4
2470.5
2465.7
2464.4
2459.5
2471.3
2472.5
2475.7
2474.7
2477.5
2473.4
2476.5 2478.72478.8
2468.2
2481.7
2481.6
2480.2
2479.5
2478.5
2478.5
2477.5
2477.5
2476.5
2482.4
2481.2
2483.6
2482.4
2484.5
2486.8
2486.3
2482.4
2480.4
2483.4
2480.2
2479.2
2480.5
2481.5
2482.7
2484.5
2483.4
2483.6
2487.7
2485.8
2481.4 2478.6
2476.3
2475.3
2474.5
2473.6
2472.4
2471.4
2472.5
2474.4
2 4 6 5
2465
2 4 6 5
2 4 6 5
2470
2470
2470
2470
2465
2465
2465
2460
2455
2460
2 4 6 0
2460
2 4 6 0
2475
2475
2475
2475
2 4 5 5
2455
2455
2480
2 4 5 5
2480
2470
2470
2470
2450
2 4 5 0
2480
2485
2475
2 4 7 5
2 4 8 02480
2470
2475
2475
2475
475 48012786349 1
09/30/13
JIMMY W.
SIMS
35458
LAYOUT
L-2
"P" LINE
R/W
SCALE: 1" = 50’
MATCH LINE (L-1)
POTRERO Blvd
TCE
R/W
CITY R/W
R/W
CITY
F C
C F
FC
C
FC
C
F
CFF
F C
FCFC
5 No.R T L
CURVE DATA
533.88’1999.79’268.54’
"A" +45.00, 42.95’ Rt
"A" +96.62, 45.00’ Lt"A" +01.00, 98.57’ Lt
"A" +23.91, 42.89’ Lt
"A" +67.70 BC
7 5 5 .1 3 ’
"A" +01.58 EC
5 "A" +46.64, 195.19’ Lt
"A" +00.13, 146.28’ Lt
"A" +45.00, 43.97’ Lt
NOTES:
2. FOR NOTES, LEGEND AND ABBREVIATIONS, SEE SHEET L-1.
B E A U M O N T
C I T Y O F
C O U N T Y
R I V E R S I D E
C O U N T Y
R I V E R S I D E"A" +26.84, 166.62’ Rt
4 ~
~
4 ~
~
END FENCE (TYPE CL-6)
END Rem Exist FENCE
"A" +39.26, 119.22’ Rt
Beg FENCE (TYPE CL-6)Beg Rem Exist FENCE
Beg FENCE (TYPE CL-6)
Beg Rem Exist FENCE
END FENCE (TYPE CL-6)
END Rem Exist FENCE
Rem FENCE
Rem FENCE
Rem FENCE
Rem FENCE
"A" +55.00, 54.97’ Lt
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT
Beg FENCE (TYPE CL-6)Beg Rem Exist FENCE
Beg HMA DIKE (TYPE E)
Beg Rem AC DIKE
END HMA DIKE (TYPE E)
END Rem AC DIKE
(TYPE CL-6)FENCE
(TYPE CL-6)FENCE
(TYPE CL-6)FENCE
(TYPE CL-6)FENCE
"A" +82.57, 45.00’ Rt
CONFORM
Beg HMA DIKE (TYPE E)
Beg Rem AC DIKE
"A" +11.84, 45.00’ Rt
~
5 ~
5 CONFORM
& HMA OVERLAY
Beg COLD PLANE
CONFORM
& HMA OVERLAY
Beg COLD PLANE
CONFORM
& HMA OVERLAY
END COLD PLANE
CONFORM
END HMA DIKE (TYPE E)
& HMA OVERLAY
END COLD PLANE
END Rem AC DIKE
APT
"A" +57.84, 56.06’ Lt
APT
"A" +12.57, 45.00’ Lt
A S P H
A S P H
UV
UV
R I V - 6 0
R I V - 6 0
GNV
GNV
A S P H
A S P H
R I V - 6 0
R I V - 6 0
2420.8
2418.3 2419.6
2417.6
2417.6
2412.5
2403.6
2392.6
2379.4
2397.4
2376.5
2378.6
2376.6
2378.7 2379.4
2380.5
2382.6
2384.6
2386.6
2388.6
2390.5
2392.6
2380.5
2382.5
2384.5
2386.6
2388.6
2390.5
2392.5
2394.5
2396.5
2394.6
2396.6
2388.4
2385.7
2397.3 2397.6
2436.5
2418.5
2421.2
2418.5
2421.7
2427.8
2431.5
2428.9
2427.9
2431.1
2436.4 2437.5
2437.3
2434.8
2436.2 2438.4
2432.9
2437.8
2432.4
2441.4
2439.7
2428.8
2438.4
2425.5
2411.22412.7
2411.62408.52405.4
2398.6
2400.5
2402.5
2404.7 2406.7 2408.7 2410.6 2412.7
2398.7
2400.5
2402.5 2404.7 2406.6 2408.6 2410.7
2380.4
2393.1
2388.7
2407.62402.52399.4
2398.3
2440.7
2437.8
2434.7
2411.3
2416.5
2423.4
2414.7 2416.6 2418.7 2420.6 2422.6 2424.6
2412.6 2414.6 2416.6 2418.6 2420.5 2422.5 2424.8
2413.5 2418.7
2414.7
2423.52421.4
2441.1
2439.7
2418.5
2415.7
2416.5
2419.4 2421.4
2426.6
2451.4
2426.6
2426.5
2427.32425.2
2417.2
2 4
3 0
2430
2430
2430
2430
2 4 3 0
2430
2435
2435
2435
2435
2 4 3 5
2 4 2 5
2 4 2 5
2425
2425
2425
2425
2 4 4 0
2 4 4 5
2430
2440
2395
2 3 9 5
2 3 9 5
2 4 0 0
2 4 0 0
2400
2400
2 3 9 0
2390
2390
2415
2415
2 4 1 5
2 4 1 5 2415
2415
2 4 1 5
2 4 2 0
2 4 2 0
2420
2 4 2 0
2420
2420
2420240524052405
2405
2410
2 4 1 0
2 4 1 0
2410
2 4 1 0
2 3 8 5
2380
2 3 8 0
2375
23752375
2385
2 3 8 5
2 3
8 0
2 3 7 0
A S P H
A S P H R I V - 6 0
P O S TPOST
A S P H
A S P H
R I V - 6 0
R I V - 6 0 RIV - 60
2452.6 2454.6
2467.6
2452.6 2454.6
2453.32451.3
2474.6 2475.4
2470.7
2474.7
2473.2 2471.4
2471.72472.12470.7
2456.6 2458.6 2460.6 2462.6 2464.6 2466.8 2468.7
2456.6 2458.7 2460.7 2462.6 2464.5 2466.6 2468.6
2455.3 2457.3 2459.4 2461.3 2463.5 2465.3 2467.3 2469.3 2471.4
2473.6
2474.7
2476.7
2477.6
2473.52469.6
2469.6
2459.4
2455.3
2476.4
2475.62476.62478.62477.6
2475.3
2473.12473.6
2472.7
2473.8
2474.5
2474.4
2471.5 2476.4
2470.6
2470.7 2472.6 2474.6 2476.6 2478.6 2480.7
2472.6 2474.6 2476.5 2478.6 2480.7
2471.4 2473.3 2475.3 2477.3 2479.3
2471.3
2471.7
2472.8 2473.1 2474.5 2475.4 2476.2
2475.32473.52472.4
2473.4 2474.6
2476.5 2478.6
2478.4 2481.5
2481.5
2482.7
2483.5 2485.5
2482.6 2484.5 2486.6 2488.6
2482.6 2484.5 2486.6 2488.6
2481.2 2483.3 2485.3 2487.4
2479.4 2481.8 2485.5 2486.7
2486.5
2484.6
2483.6
2482.6
2481.5
2479.4
2478.6
2477.3
2485.5
2 4 6 5
2465
2455
2455
2460
2 4 6 0
2 4 8 0
2485
2480
2 4 8 5
2 4 7 0
2470
2470
2470
2475
2475
2475
2475
2 4 2 52430
2 4 4 5
2445
24502435
2440
2 4 9 0
2460
2460
2420
SAN JOSE, CA 95112
1960 ZANKER ROAD
MARK THOMAS & COMPANY, Inc.
CIVIL
60Riv08
CITY OF BEAUMONT
PLANNING DEPARTMENT
550 E. 6TH STREET
BEAUMONT, CA 92223
JOHN KENYON
JIMMY W. SIMS
28.7/30.2
BRIAN PANTALEONx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEETNo.TOTAL
SHEETS
LAST REVISION
STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS T E
RED P R O F E S S IO N A
LEN
G
IN
E
ER
STATEOFCA L I F O R NIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>
DATE PLOTTED =>
11:00
25-JAN-2012
CHECKED BY
DESIGNED BY
CALCULATED-
REVISED BY
DATE REVISED
PLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISOR
R
COPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R
00-00-00
USERNAME =>rpatel
DGN FILE =>SJ-10114-L3.dgn
RELATIVE BORDER SCALEIS IN INCHES
0 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE 08000204441BORDER LAST REVISED 7/2/2010 09/30/13
JIMMY W.
SIMS
35458
LAYOUT
L-3
SCALE: 1" = 50’
R /W
"A " L I N E
"A " L I N E
R /W
DEDICATION
13.5’ PUE & ROAD
EB ROUTE 60
WB ROUTE 60
EB ROUTE 60
WB ROUTE 60
"A" 399+50 MATCH LINE B (L-1)
"A" 392+50 MATCH LINE A (L-1)
C
C
R/W
R /W
F
C
F
9 3 8 0
1 2
3 4
3 8 5 6 3 9 0 1978 2
4 0 0 1 4 0 5 6423 7 1 241089
C
C
C
No.R T L
520.90’
664.92’
260.466’
332.500’
18021.15’
17975.15’7
6 CURVE DATA
6 7
"SR" 315+37.20 EC
"NR" 314+65.54 EC
SAWCUT AND CONFORM
"NR" +00.00, 28.49 Rt
"SR" +98.45, 28.12 Lt
CONFORM
SAWCUT AND CB (TYPE 60)
MATCH LINE SEE ABOVE
MATCH LINE SEE BELOW
MEDIAN Pvmt
Rem & RECONSTRUCT
END Rem CB
"NR" +60.93, 23.48 Rt
CONFORM TO Exist CB
Beg CB (TYPE 60)
Beg Rem CB
NOTES:
2. FOR NOTES, LEGEND AND ABBREVIATIONS, SEE SHEET L-1.
B E A U M O N T
C I T Y O F
B E A U M O N T
C I T Y O F
TO REMAIN
Exist CB
MEDIAN Pvmt
Rem & RECONSTRUCT
CONFORM
SAWCUT AND
2 ~
~
2 Rem CRASH CUSHION
"SR" +02.57, 24.53’ Lt"NR" +03.60, 23.09’ Rt
& SURFACING
REMOVE BASE
~
4 ~
~
4 ~
~
4 ~
CB ELEVATIONS
SEE Sht C-2 FOR
CB ELEVATIONS
SEE Sht C-2 FOR
"A" 436+00.22, 23.00’ Rt POT
"SR" 308+72.28 BC=
"A" 436+00.22, 23.00’ Lt POT
"NR" 308+72.28 POT=
"A" 436+00.22
"NR" 309+44.64 BC
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT
TO REMAIN OPEN
Exist ACCESS
SURFACING
END REMOVE BASE &
"NR" +19.39, 15.73 Rt
SURFACING
Beg REMOVE BASE &
"NR" +00.00, 15.07 Rt
ASSEMBLY (TYPE CA)
Beg END ANCHOR
END DTBB
"SR" +73.33, 27.39 Lt
CONFORM
& HMA OVERLAY
Beg COLD PLANE
"NR" +75.00, 21.15 Lt
CONFORM
& HMA OVERLAY
Beg COLD PLANE
"A" +60.00, 43.65 Rt
CONFORM
& HMA OVERLAY
END COLD PLANE
"NR" +00.00, 20.29 Lt
CONFORM
& HMA OVERLAY
END COLD PLANE
"SR" +55.00, 19.99 Rt
~
~
Beg CB (TYPE 60C)
END CB (TYPE 60)
"NR" +00.00, 23.35’ Rt
Beg CB (TYPE 60)
END CB (TYPE 60C)
"NR" +00.00, 26.42’ Rt
Beg CB (TYPE 60C)
END CB (TYPE 60)
"NR" +50.00, 27.25’ Rt
TO REMAIN OPEN
Exist ACCESS
TRANSITION DETAILS)
PLAN A78I FOR
Beg DTBB (SEE Std
END CB (TYPE 60 C)
SAN JOSE, CA 95112
1960 ZANKER ROAD
MARK THOMAS & COMPANY, Inc.
CIVIL
60Riv08
CITY OF BEAUMONT
PLANNING DEPARTMENT
550 E. 6TH STREET
BEAUMONT, CA 92223
JOHN KENYON
JIMMY W. SIMS
28.7/30.2
BRIAN PANTALEONx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEETNo.TOTAL
SHEETS
LAST REVISION
STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS T E
RED P R O F E S S IO N A
LEN
G
IN
E
ER
STATEOFCA L I F O R NIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>
DATE PLOTTED =>
11:00
25-JAN-2012
CHECKED BY
DESIGNED BY
CALCULATED-
REVISED BY
DATE REVISED
PLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISOR
R
COPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R
00-00-00
USERNAME =>rpatel
DGN FILE =>SJ-10114-L4.dgn
RELATIVE BORDER SCALEIS IN INCHES
0 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE 08000204441BORDER LAST REVISED 7/2/2010 UB
UBUB
UB
A S P H
A S P H
A S P H
A S P H
P O S T
P O S T
R I V - 6 0
A S P H
A S P H
POST
P O S T
2538.4
2538.5
2539.3
2538.6
2538.1
2539.2
2540.9
2539.1
2538.2
2539.2 2539.2
2538.7
2539.2 2539.4
2539.2
2539.5
2539.7
2540.4
2540.6 2540.9
2540.8
2538.9
2539.5
2539.3
2540.5
2536.6
2536.9
2539.3
2536.3
2534.6
2540.5
2541.4
2541.1
2556.52555.92555.42553.42549.5
2544.8
2542.8
2541.4
2542.9 2545.1 2546.8
2542.9
2543.3
2541.8
2540.9
2542.8
2542.4
2545.4
2547.2
2544.5 2545.1
2546.9
2546.5
2551.4
2550.9 2552.9
2548.3
2548.8
2555.1
2554.8
2554.1
2554.2
2543.1
2543.4
2547.4
2547.2
2547.2
2545.2
2543.1
2540.6 2541.1
2541.7
2542.7
2544.62544.8
2540.4
2547.1
2543.5
2532.9
2536.6
2486.2
2518.7
2519.72525.6
2519.2
2520.5
2536.6
2534.7
2526.9
2525.7 2522.8
2535.8
2537.6
2535.1
2539.62541.7 2542.6
2539.1
2539.5
2540.5
2543.5
2544.52545.12544.8
2547.6
2549.6 2548.9
2489.8
2487.1
2486.4
2519.2
2542.3
2536.62536.5
2545.92544.9
2534.4
2549.4 2550.3
2557.2
2557.2
2554.7
2555.2
2555.2
2552.8
2557.3
2558.2
2558.8
2559.3
2550.6
2550.4
2520.52521.6
2541.5
R I V - 6 0
A S P H
A S P H
R I V - 6 0
R I V - 6 0
FP
UB
UV
UB
A S P H
A S P HASPH
A S P H
POST
UVUV
R I V - 6 0
WE S T E R N K N O L L S A V E N U E
WE S T E R N K N O L L S A V E N U E
R I V - 6 0
2532.5
2532.8
2532.3
2531.3
2532.5 2533.7
2536.7 2537.8 2538.4 2538.5
2536.7 2537.7 2538.4 2538.6
2537.2 2537.5
2535.4
2533.5
2533.6
2534.2
2536.2 2536.1 2536.4
2536.72536.4 2536.4
2537.3
2537.4
2536.6 2536.6 2536.8
2535.7
2537.1 2537.2
2538.5 2538.5 2538.6 2538.7 2538.8 2538.8 2538.9
2538.5 2538.8 2538.5 2538.6 2538.6 2538.6 2538.9
2538.4 2538.5 2538.4 2538.5 2538.6 2538.9 2538.1
2536.6 2536.4 2536.5 2536.5
2533.1
2533.7
2533.7
2535.12535.1
2534.6
2534.6
2534.7 2532.8
2532.3
2531.5 2531.2
2531.8 2532.8
2533.6
2534.5
2534.7
2534.52532.7
2531.4
2531.3
2530.4
2533.5
2536.6
2536.7
2537.5
2536.8
2537.7
2538.9 2538.9 2538.9 2538.9 2538.9 2538.8
2539.4 2539.4 2539.4 2539.7 2539.8
2538.6 2538.1 2538.3 2538.3
2538.6 2538.4
2538.6
2537.3 2537.3 2537.5 2537.8 2537.9
2537.52536.6
2536.5
2536.7
2536.7 2536.3
2536.8
2537.3
2539.4
2538.6
2539.4
2538.9
2537.8 2537.9
2538.6 2538.2
2538.2
2538.4
2538.2
2539.4
2538.3
2538.7 2538.8
2538.2
2539.2
2538.4
2538.9
2539.3
2538.3
2539.1
2538.2
2539.2
2539.6
2539.3
2534.5
2533.4 2533.4
2536.4
2537.1
2535.1 2534.8
2533.82533.32533.8
POST
2 5 3 5
2 5 35
2535
2535 2535
2 5 3 5
2540
2540
2540 2 5 4 02540
2535
09/30/13
JIMMY W.
SIMS
35458
LAYOUT
L-4
SCALE: 1" = 50’
"N R " L I N E
"S R " L I N E
R/W"N R " L I N E
"S R " L I N E
R/W
R /W
R /W
R /W
E B R O U T E 6 0
WB R O U T E 6 0
E B R O U T E 6 0
WB R O U T E 6 0
R /W
RA ILRO A D CO M
PA N Y
U N ION
PA CIFIC
C I T Y R /W
R /W
C I T Y R /W
R/W
C I T Y R /W
"A " L I N E
R/W
E B R O U T E 6 0
WB R O U T E 6 0
2 31320
7 864325
9 3 423301
21 43
87 3 3 09
6 32
3 2 54
1320
2 3 4 4 3 5 6
9 2 319310
7 864315
43 6315
3 1 09 21
7 98
NOTE:
2405
2410
2415
2420
2425
2430
2435
2440
2445
2450
2455
2460
2465
2400
2395
2405
2410
2415
2420
2425
2430
2435
2440
2445
2450
2455
2460
2465
2400
2395
8 9 1 2 3 4 6 7460+00 465+00
ALL ELEVATIONS ARE BASED ON NGVD 1988.
8 9
Exc
Emb
STATION
CY
TOTAL
SAN JOSE, CA 95112
1960 ZANKER ROAD
MARK THOMAS & COMPANY, Inc.
CIVIL
60RIV08
CITY OF BEAUMONT
PLANNING DEPARTMENT
550 E. 6TH STREET
BEAUMONT, CA 92223
JOHN KENYON
JIMMY W. SIMS
BRIAN PANTALEONx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEETNo.TOTAL
SHEETS
LAST REVISION
STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS T E
RED P R O F E S S IO N A
LEN
G
IN
E
ER
STATEOFCA L I F O R NIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>
DATE PLOTTED =>
10:52
25-JAN-2012
CHECKED BY
DESIGNED BY
CALCULATED-
REVISED BY
DATE REVISED
PLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISOR
R
COPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R
00-00-00
USERNAME =>mmaleki
DGN FILE =>SJ-10114-P1.dgn
RELATIVE BORDER SCALEIS IN INCHES
0 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE 08000204441BORDER LAST REVISED 7/2/2010
28.7/30.2
+89.93 BVC
Elev 2457.48
+64.93 PVI
Elev 2468.36
+89.93 BVC
Elev 2457.48
+64.93 PVI
Elev 2468.36
2.9 0 %
OG
PG
7 5 0 ’ V C
Elev 2451.86(BY CITY)Beg BRIDGE
END BRIDGE
STRUCTURE DEPTH
6’-6"
0 .5 0 %
460+95.89
"A" LINE
MINIMUM VERTICAL
CLEARANCE 18’-9"
+00.00
Elev 2469.22
FG
+43.57
+27.57
4TH St EXTENSION
09/30/13
JIMMY W.
SIMS
35458
P-1
PROFILE
MATCH LINE (P-2)
POTRERO Blvd
"P" LINE
SCALE: Horiz 1"=50’Vert 1"=5’
NOTE:
9 1 2 3 4 6 7470+00 475+00 8 9
2425
2430
2435
2440
2445
2450
2455
2460
2465
2470
2475
2480
2485
2425
2430
2435
2440
2445
2450
2455
2460
2465
2470
2475
2480
2485
FOR GENERAL NOTES, SEE SHEET P-1.
480+00
Exc
Emb
STATION
CY
TOTAL
SAN JOSE, CA 95112
1960 ZANKER ROAD
MARK THOMAS & COMPANY, Inc.
CIVIL
60RIV08
CITY OF BEAUMONT
PLANNING DEPARTMENT
550 E. 6TH STREET
BEAUMONT, CA 92223
JOHN KENYON
JIMMY W. SIMS
BRIAN PANTALEONx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEETNo.TOTAL
SHEETS
LAST REVISION
STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS T E
RED P R O F E S S IO N A
LEN
G
IN
E
ER
STATEOFCA L I F O R NIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>
DATE PLOTTED =>
10:52
25-JAN-2012
CHECKED BY
DESIGNED BY
CALCULATED-
REVISED BY
DATE REVISED
PLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISOR
R
COPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R
00-00-00
USERNAME =>mmaleki
DGN FILE =>SJ-10114-P2.dgn
RELATIVE BORDER SCALEIS IN INCHES
0 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE 08000204441BORDER LAST REVISED 7/2/2010
28.7/30.2
+39.93 EVC
Elev 2470.24
0 .5 0 %
+39.93 EVC
Elev 2470.24
0 .5 0 %6 5 0 ’ V C
OG
PG
Elev 2457.65
CONFORM
480+41.39
+00.00
Elev 2469.22
Elev 2473.07
+03.79 PVI
-3 .5 3 %
+78.79 BVC
Elev 2471.44
+28.79 EVC
Elev 2461.62
"WK1" 0+00.00 POT
"P" 469+20.94 POC=
Elev 2469.42
09/30/13
JIMMY W.
SIMS
35458
P-2
PROFILE
MATCH LINE (P-1)
POTRERO Blvd
"P" LINE
SCALE: Horiz 1"=50’
Vert 1"=5’
2425
2430
2435
2440
2445
2450
2455
2460
2465
2470
2475
2480
NOTE:
1 2 3 40
2425
2430
2435
2440
2445
2450
2455
2460
2465
2470
2475
2480
5 FOR GENERAL NOTES, SEE SHEET P-1
Exc
Emb
STATION
CY
TOTAL
SAN JOSE, CA 95112
1960 ZANKER ROAD
MARK THOMAS & COMPANY, Inc.
CIVIL
60RIV08
CITY OF BEAUMONT
PLANNING DEPARTMENT
550 E. 6TH STREET
BEAUMONT, CA 92223
JOHN KENYON
JIMMY W. SIMS
BRIAN PANTALEONx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEETNo.TOTAL
SHEETS
LAST REVISION
STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS T E
RED P R O F E S S IO N A
LEN
G
IN
E
ER
STATEOFCA L I F O R NIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>
DATE PLOTTED =>
10:52
25-JAN-2012
CHECKED BY
DESIGNED BY
CALCULATED-
REVISED BY
DATE REVISED
PLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISOR
R
COPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R
00-00-00
USERNAME =>mmaleki
DGN FILE =>SJ-10114-P3.dgn
RELATIVE BORDER SCALEIS IN INCHES
0 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE 08000204441BORDER LAST REVISED 7/2/2010
28.7/30.2
-2 .0 0 %
Elev 2469.42
JOIN POTRERO Blvd
CONTROLLED BY
Pvmt Elev
+00.00
OG
PG
OG
200’ VC
+01.50 BVC
Elev 2467.39
+01.50 EVC
Elev 2466.80
Elev 2468.51
1 .4 1 %
+00.00
+23.34
CONFORM
+01.50 PVI
Elev 2465.39
09/30/13
JIMMY W.
SIMS
35458
WESTERN KNOLLS Ave
"WK 1" LINE
P-3
SCALE: Horiz 1"=50’
Vert 1"=5’
PROFILE
NOTES:
ABBREVIATIONS:2. LOCATIONS OF UTILITY FACILITIES SHOWN ON THESE PLANS PRIOR TO CONSTRUCTION.SSFM SANITARY SEWER FORCE MAIN
6. UTILITY COMPANIES AND USA SHALL BE NOTIFIED 48 HOURS PRIOR TO EXCAVATIONS WITHIN THE PROJECT AREA.
ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR
3. REFER TO PLANS PREPARED BY UTILITY COMPANIES
FOR RELOCATION OF UTILITY FACILITIES.
4. PROTECT EXISTING GAS LINES AND MARKERS, LIFT STATIONS WESTERN KNOLLS Ave. UNLESS NOTED OTHERWISE ON PLANS.
AND SEWER FORCE MAINS ALONG AND ACROSS POTRERO Blvd AND
5. ADJUST RIMS AND COVERS OF EXISTING UILITIES TO MATCH
FINISHED GRADE ON PROPOSED PAVEMENT, SIDEWALK AND
SLOPE UNLESS NOTED OTHERWISE ON PLANS.
WIRE
GUY
PROP
C O U N T Y
R I V E R S I D E
LEGEND:PROP OH ELECTRIC
TO BE REMOVED
EXIST OH ELECTRIC
EXIST SANITARY SEWER
EXIST GAS
PROP PROPOSED
SSMH SANITARY SEWER MANHOLE
POTHOLE LOCATION
WIRE
GUY
PROP
ELECTRIC
OVERHEAD
PROP
ELECTRIC
OVERHEAD
PROP
WIRE
GUY
PROP
1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
SCE SOUTHERN CALIFORNIA ELECTRIC
SSMH
REMOVE
SSMH (2)
REMOVE
APPROVED FOR UTILITY WORK ONLY
Beg REMOVE Exist SS "P" +94.92, 89.09 Rt
SAN JOSE, CA 95112
1960 ZANKER ROAD
MARK THOMAS & COMPANY, Inc.
CIVIL
60Riv08
CITY OF BEAUMONT
PLANNING DEPARTMENT
550 E. 6TH STREET
BEAUMONT, CA 92223
JOHN KENYON
JIMMY W. SIMS
28.7/30.2
BRIAN PANTALEONx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEETNo.TOTAL
SHEETS
LAST REVISION
STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS T E
RED P R O F E S S IO N A
LEN
G
IN
E
ER
STATEOFCA L I F O R NIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>
DATE PLOTTED =>
16:54
25-JAN-2012
CHECKED BY
DESIGNED BY
CALCULATED-
REVISED BY
DATE REVISED
PLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISOR
R
COPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R
00-00-00
USERNAME =>rpatel
DGN FILE =>SJ-10114-U1.dgn
RELATIVE BORDER SCALEIS IN INCHES
0 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE 08000204441BORDER LAST REVISED 7/2/2010 ASPH
ASPH
RIV - 60
RIV - 60
ASPH
ASPH
UV
SCATTERED BRUSH
2424.6
2424.8
2423.5
2426.6
2451.4 2450.6
2453.7
2452.2
2450.6
2454.5
2433.6
2430.5
2424.8
2426.5
2433.5
2436.3
2452.4
2454.6
2451.2
2426.6
2428.6
2430.6
2432.6
2434.5
2436.7
2438.8
2440.6
2426.5
2428.7
2430.6
2432.6
2434.6
2436.8
2438.7
2440.6
2439.2
2436.4
2433.2
2431.3
2429.2
2427.3
2425.2
2453.2
2453.7
2451.5
2433.6
2437.7
2423.6
2426.4
2435.7
2446.4
2451.7
2441.7
2449.4
2450.2
2451.6
2445.7
2449.6
2446.9
2442.2
2443.6 2446.5
2452.52454.5
2455.32456.7
2457.7
2456.8
2455.6
2454.5
2453.6 2451.4
2452.3
2451.5
2441.2
2435.3
2448.2
2428.5
2420.4
2426.3
2439.1
2438.4
2432.6
2420.5
2427.3
2422.6
2437.6
2451.5
2429.62425.6
2424.4
2423.5
2430.5
2436.9
2432.1
2420.6
2428.5
2439.3
2451.6
2437.6
2440.4
2432.5
2436.2
2433.4
2447.7
2447.4
2446.2
2448.4
2448.5
2450.5
2446.5
2436.8
2444.5
2438.1
2438.5
2446.4
2454.3 2457.6
2458.7
2456.7
2453.6
2451.5
2448.3
2449.3
2457.4
2459.5
2455.7
2455.3 2442.8
2444.6
2446.6
2448.6
2450.6
2452.6
2454.6
2467.6
2442.6
2444.7
2446.7
2448.5
2450.6
2452.6
2454.6
2453.3
2451.3
2449.3
2447.3
2445.3
2443.4
2441.4
2456.5
2459.5
2463.3 2465.52467.5 2469.52470.7
2472.5
2474.6
2475.4
2473.4
2472.6
2469.7
2468.4
2466.3
2465.3
2463.6
2470.6
2443.2
2448.4
2473.6
2474.4
2473.6
2469.5
2470.5
2474.4
2473.3
2474.4
2475.2
2474.72472.1
2470.7
2456.6
2458.6
2456.6
2458.7
2455.3
2457.3
2469.5
2455.3
2467.5
2449.3
2442.4
2439.7
2443.52440.6
2435.6
2428.5
2426.4
2424.5
2422.7
2423.4
2421.3
2408.6
4013
6329160.97
2284206.71
2439.94
2465
2465
24652465
2455
2455
2455
2455
2455
2460
2460
2460
2470
2470
2470
2455
2430
2430
2430
2435
2435
2435
2435
2435
2435
2430
2425
2425
2 4 2 5
2425
2425
2 4 3 0
2430
2430
2430
2425
2 4
3 5
2445
2445
2445
2445
2445
2445
24452445
2445
2 4 4 5
2450
2 4 5 0
2450
2450
2450
2450
2450
2450
2 4 5 0
2445
2440
2440
2440
2435
2435
2435
2435
2440
2 4 4 0
2445
2440
2440
2440
2440
2440
2460
2460
2455
2430
2430
2445
2450
2450
2450
2455
2415
2 4 1 5
24152420
2420
2 4 2 0
2 4 1 0
2410
1 2
3 4
460 465 470342919867
09/30/13
JIMMY W.
SIMS
35458
OVERHEAD ELECTRIC
TO BE REMOVED
TO BE REMOVED
OVERHEAD ELECTRIC
ELEC TO EXIST
CONNECT PROP
ELEC TO EXIST
CONNECT PROP
ENGINEER.
DIRECTIONS OF CITY
BRIDGE ABUTMENT PER
UNDERNEATH PROPOSED
AND LIFT STATION
REMOVE Exist SS PIPE
(BY SCE)
TO BE REMOVED
OVERHEAD ELECTRIC
(BY SCE)
TO BE REMOVED
ELECTRIC POLE
(BY SCE)
TO BE REMOVED
ELECTRIC POLE
(BY SCE)
TO BE REMOVED
OVERHEAD ELECTRIC
(BY SCE)
BURRIED CABLE
RELOCATE Exist
(BY SCE)
TO BE REMOVED
OVERHEAD ELECTRIC
(BY SCE)
(BY SCE)
TO BE INSTALLED
ELECTRIC POLE
(BY SCE)
TO BE REMOVED
ELECTRIC POLE
(BY SCE)
TO BE INSTALLED
ELECTRIC POLE
(BY SCE)
REMAIN
SSFM TO
Exist 12"
Exist 12" SS END REMOVE
113.04 Lt"A" +32.79,
NOT IN USE
REMOVE SS
U-1
"P" LINE
SCALE: 1" = 50’
MATCH LINE (U-2)
UTILITY PLAN
R /W
R/W
POTRERO Blvd
K N O L L S A v e
W E S T E R N
"W K 1
" L I N E
R
/W
WB ROUTE 60
EB ROUTE 60
"A" LINE
R/W
400
1 9
7 8
395
396
4 2
3
08‐RIV‐60‐PM 28.03/30.42
EA 341400
PN 0800000612
RU 2232
Local Funds 800.100
February 2013
ATTACHMENT T
PHASE 2
TYPICAL SECTIONS, LAYOUT, PROFILES, UTILITY
PLANS
1 E-COORDINATE
1 No.R T L N-COORDINATE
CURVE DATA
1 2699.72’25?06’34"601.22’1183.13’2286605.5333 6325621.9651 "A " 3
4 7
+9
7 .7
0 B C
"A" 359+80.83 EC
2 WB R O U T E 6 0
E B R O U T E 6 0
AP ANGLE POINT
AFTS PAVEMENT STRUCTURAL SECTION No. (SEE SHEET X-1)
CURVE DATA
Rem AC DIKE
Rem FENCE
Rem REMOVE
8’
LSS LIMIT OF STRUCTURAL SECTIONS
C&G CURB AND GUTTER
8 1 4 .9 8 ’
CHP CALIFORNIA HIGHWAY PATROL ENFORCEMENT AREA
FENCE (TYPE CL-6)
ALTERNATIVE FLARED TERMINAL SYSTEM
NOTES:
2. PROTECT EXISTING UTILITIES UNLESS NOTED OTHERWISE ON PLANS.
CONTRASTING SURFACE TREATMENT
IRRIGATION CROSSOVER
Beg Rem FENCE
"A" +38.64, 88.66’ Rt
Beg FENCE (TYPE CL-6)
Beg Rem FENCE
"A" +08.56, 54.99’ Rt
Beg Rem FENCE
"A" +08.66, 89.05’ Rt
ABBREVIATIONS:LEGEND:
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT
B E A U M O N T
C I T Y O F
No.
No.
TCE
REMOVE BASE & SURFACING
SAWCUT & CONFORM
GRIND AND OVERLAY
5. FOR IRRIGATION CROSSOVER DETAIL SEE STANDARD PLAN H9.
6. FOR CONCRETE JOINT LAYOUT DETAILS SEE STANDARD PLAN P30.
4. FOR MVP DETAILS & DIMENSIONS SEE SHEET C-10.
3. FOR DIKE TRANSITIONS AND TYPES AT MBGR SEE STANDARD PLANS A77A1, A77C4, A77F1, A77G3.
Beg HMA DIKE (TYPE F)
Beg Rem AC DIKE
"A" +67.61, 43.00’ Rt
(TYPE F)HMA DIKE
SAN JOSE, CA 95112
1960 ZANKER ROAD
MARK THOMAS & COMPANY, Inc.
CIVIL
60Riv08
CITY OF BEAUMONT
PLANNING DEPARTMENT
550 E. 6TH STREET
BEAUMONT, CA 92223
JOHN KENYON
28.3/29.8
JIMMY W. SIMS
BRIAN PANTALEONx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEETNo.TOTAL
SHEETS
LAST REVISION
STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS T E
RED P R O F E S S IO N A
LEN
G
IN
E
ER
STATEOFCA L I F O R NIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>
DATE PLOTTED =>
08:18
16-FEB-2012
CHECKED BY
DESIGNED BY
CALCULATED-
REVISED BY
DATE REVISED
PLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISOR
R
COPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R
00-00-00
USERNAME =>rpatel
DGN FILE =>SJ-10114-L01.dgn
RELATIVE BORDER SCALEIS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 08000204451BORDER LAST REVISED 7/2/2010 GNV
GNV
GNV
GNV
GNV
GNV
GNV
A S P H
A S P H
POST
R I V - 6 0
R I V - 6 0
F R O N T A G E R O A D
C C
GNV
GNV
GNV
GNV
SCATTERED BRUSH
R IV - 60
R IV - 60
A S P H
A S P H
DI R T
D I R T
DIRT
DIRT2427.6
2332.4
2322.6
2308.5
2308.7
2324.5
2323.8
2322.6
2323.3
2323.3
2322.62323.5
2323.6
2322.7
2321.6
2320.4
2323.7
2331.5
2350.6
2351.6
2326.6
2327.7
2328.7
2329.6
2330.8
2315.6
2316.3
2314.1
2312.5
2313.4
2312.8
2314.5
2315.1
2316.1
2318.8
2314.4
2311.3
2320.5
2318.6
2320.6
2319.4
2319.5
2321.7
2322.4
2323.7
2324.7
2325.3
2324.6
2322.8
2321.2
2320.6
2321.8 2322.6
2324.6
2325.6
2323.4
2322.6
2322.3
2323.4
2320.7
2321.7 2322.5
2323.6 2324.6 2325.6 2326.5
2329.7
2327.6
2326.6
2325.5
2328.4 2329.5
2326.4
2327.6
2330.3
2320.5
2318.7
2319.4
2321.8
2322.2
2321.1
2320.7
2318.8
2321.6
2321.6
2321.5
2322.5
2320.4
2327.2
2327.4
2322.3
2323.6 2323.8
2330.6
2327.4
2326.6
2326.4
2318.5
2318.7
2318.9
2316.2
2317.1
2314.9
2312.1
2313.2
2312.4
2311.7 2311.1
2311.9
2310.8
2311.32312.5
2308.6
2308.12307.4
2428.9
2320.5
2318.4
2319.1
2319.6
2319.5
2321.2
2321.1
2320.8
2321.5
2319.3
2318.7 2318.9
2324.6
2323.1
A S P H
A S P H
F R O N T A G E R O A D
09/30/13
JIMMY W.
SIMS
35458
LAYOUT
L-1
"A " L IN E
MATCH LINE (L-2)
SCALE: 1" = 50’
R /W
R /W
C o o p e r ’s C r e e k
R /W
R /W
2425
2420
2420
2310
2 3 1 0
2310
2310
2310
2310
2305
2320
2320
2320
2320
2320
2 3 2 0
2330
2330
2330
2330
2330
2 3 3 0
2330
23302330
2325
2 3 2 5
2 3 2 5
2325
23252325
2 3 2 5
2335 2335
2335
2335
2335
2 3 3 0
2 3 3 5
2315
2315
2315
2315
2315
2315
2315 2315
2 3 1 5
2315
2315
2315
2315
2325
2325
2325
2325
2325
2 3
2 5
2320
2320
2320
2320
2320
2320
2 3 2 0
2 3 2 0
2320
2320
2320
2320
2320
2430
2 3
9 0
2 3 9 0
2 3 9 0
2390
23902
3 9
5 2395
2395
2 3 8 0
2380
2380
23802375
2385 2385
2 3 8 5
2385
2410
2415
2400
2400
2400
2405
2405
2 345
2345
2345
2350
2350
2350
2350
23502350
2355
2355
2355
2355
2355
2355 2340
2340
2340
2340
2340
2345
2345
2340
2365
2 3
6 5
2370
2370
2370
2370
2370
2375
2375
2375
23602360
2360
2365
2365
2365
2360
2360
345
6 7
8 9
3 5 0
1 2
3 4
3 5 5
6 7 8 9 3 6 0
F
E-COORDINATENo.R T L N-COORDINATE
CURVE DATA
2 2 6326444.02932286914.2667816.75’15?27’40"3026.69’410.87’ "A" 367+95.82 BC
2 2
8’ Shld
47’
4 7 ’WB R O U T E 6 0
E B R O U T E 6 0
3 3 2988.00’299.49’596.99’
CONFORM
+05.55
10’
57.00’ Rt
"A" +98.49 AP
8’
10’
(SEE STRUCTURE PLANS)
BRIDGE No. 56-0065
SAN TIMOTEO CREEK
Rem AC DIKE
AFTS
LAYOUT)
(TYPE 12B
MBGR
HMA DIKE (TYPE F)
3 5 ’
Rem FENCE
FENCE (TYPE CL-6)
Rem AC DIKE
2. FOR NOTES, ABBREVIATIONS AND LEGEND, SEE SHEET L-1.
MBGR
Rem Exist
END Rem FENCE
"A" +54.40, 55.03’ Rt
AP
"A" +17.44, 57.00’ Rt
END HMA DIKE (TYPE F)
END Trans RAILING
"A" +67.91, 57.00’ Rt Beg Rem FENCE
"A" +24.68, 100.48 Rt
END Rem AC DIKE
"A" +47.47, 42.80’ Rt
(TYPE E)
Beg HMA DIKE
Beg Rem AC DIKE
43.17’ Lt
"A" +22.81
Beg HMA DIKE (TYPE E)
"A" +17.76, 57.00’ Rt
END Rem FENCE
"A" +82.95, 90.18’ Rt
Beg Rem FENCE
"A" +21.79, 103.19’ Rt
END Rem FENCE
"A" +62.49, 99.74’ Rt
End HMA DIKE (TYPE E)
Beg HMA DIKE (TYPE F)
(TYPE SFT)
END ANCHOR ASSEMBLY
Beg MBGR
"A" +12.33 BC, 43.14’ Lt
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTES:
1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT
B E A U M O N T
C I T Y O F
END FENCE (TYPE CL-6)
"A" +62.67, 100.99’ Rt
Beg FENCE (TYPE CL-6)
"A" +24.70, 100.99’ Rt
Rem GATE
"A" +96.42, 100.00 Rt
43.00’ Lt
"A" +05.46 BC
END HMA DIKE (TYPE E)
"A" +51.37, 57.00’ Rt
LAYOUT)
Beg MBGR (TYPE 12B
"A" +17.91, 57.00’ Rt
(TYPE WB)
Beg Trans RAILING
END MBGR
"A" +42.91, 57.00’ Rt
SAN JOSE, CA 95112
1960 ZANKER ROAD
MARK THOMAS & COMPANY, Inc.
CIVIL
60Riv08
CITY OF BEAUMONT
PLANNING DEPARTMENT
550 E. 6TH STREET
BEAUMONT, CA 92223
JOHN KENYON
28.3/29.8
JIMMY W. SIMS
BRIAN PANTALEONx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEETNo.TOTAL
SHEETS
LAST REVISION
STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS T E
RED P R O F E S S IO N A
LEN
G
IN
E
ER
STATEOFCA L I F O R NIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>
DATE PLOTTED =>
08:18
16-FEB-2012
CHECKED BY
DESIGNED BY
CALCULATED-
REVISED BY
DATE REVISED
PLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISOR
R
COPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R
00-00-00
USERNAME =>rpatel
DGN FILE =>SJ-10114-L02.dgn
RELATIVE BORDER SCALEIS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 08000204451BORDER LAST REVISED 7/2/2010
A S P H
A S P H
A S P H
A S P H
POST
R I V - 6 0
GNV
A S P H
A S P H
POST
POST
POST
R I V - 6 0
GNV
GNV
2333.2
2342.5
2337.2
2328.2
2327.4
2337.5
2329.3
2325.4
2324.4
2327.4
2324.5
2329.4 2342.5
2323.8
2331.7 2333.5 2334.7
2327.4
2326.4
2331.4 2332.4 2333.3 2334.5
2330.72329.62328.6
2326.6
2327.4 2328.2
2329.5
2330.5
2331.2
2330.2
2328.7
2329.2
2330.5
2332.3
2336.4
2334.2
2333.4
2332.4 2333.5
2334.5 2335.7
2331.4
2331.6
2336.3
2333.52329.5
2328.5
2336.5 2337.8 2338.6
2338.42337.62335.6 2336.6
2339.6
2339.5
2338.1
2344.5
2329.5
2336.7
2338.5
2401.6
2401.4
2351.6
2398.2
2398.5
2398.2
2398.3
2398.6
2393.8
2395.4
2363.4 2360.2
2380.3
2392.4
2370.5
2366.6
2367.6
2373.7
2370.7
2364.5
2361.4
2358.7
2358.5
2355.3
2355.4
2352.5
2351.3
2350.2
2348.6
2341.5
2351.3
2338.4
2340.5
2340.6 2341.4 2342.7
2342.4
2343.8 2344.72345.5 2346.5 2347.6
2339.6 2340.7 2341.6 2342.5 2343.6 2344.6 2345.6 2346.5 2347.6 2346.62343.5
2337.92334.8
2332.3
2339.6 2344.4
2344.2
2343.5
2343.7
2346.4
2346.1
2356.4
2344.5
2343.6
2345.2
2341.8
2345.5
2359.5
2356.6
2352.52351.5
2349.5
2349.7
2348.5
2348.62349.6 2350.62351.6 2352.62353.62354.72355.62356.52357.52358.62359.72348.62349.6 2350.62351.52352.52353.72354.62355.62356.5 2357.62358.52359.62360.7 2360.6
2391.7
2391.4
2393.8
2399.5
2366.4
2395.4
2392.6
2389.6
2391.4
2370.5
2399.3
2332.6
2336.6
2334.8 2338.4
2341.5
2344.9
S C A T T E R E D B R U S H
POST
09/30/13
JIMMY W.
SIMS
35458
LAYOUT
L-2
"A " L I N E
R/W
M
ATCH
LIN
E (L-3)
MATCH LINE (L-1)
SCALE: 1" = 50’
R /W
F
F
CC
o
o
p
e
r
’s
C
r
e
e
k
R /W
R /W
POST)
(WOOD
MBGR
2 3 3 0
2330
2330
2330
2325
2 3
2 5
2325
2325
2330
2 3
3 5
2335
2 3 3 5
23352335
2335
2 3 3 5
2330
2330
2330
2330
2 3 3 5
2 3
3 5
23352335
2335
2335
2315
2320
2 3 3 02330
2370
2395
2325
2400
2 4 0 0
2400
2390
2390
2 3 9 0
2390
2390
2 3 9 0
2 3
9 0
2 3 9 0
2 3 9 0
2 3 9 0
2395
2395
2395
2 3 9 5 2395
2395
2 3 9 5
2395
2 3 8 0
2380
2 3 8 0
2380
2 3
8 0
2 3 8 0
2380
2 3 8 0 2 3 8 0
2380
2 3
8 5
2385
2385
2385
2385
2 3 8 5
2385
23 85
2 3 8 5
2385
2400
2400
2400
2400
2350
2 3 5 0
2 3 5 0
2350
2 3 5 0
2350
2350
2350
2350
2350
2 3 5 0
2350
2355
2355
2355
2 3 5 5
2 3 5 5
2 3 5 5
23 5
5 2 3 5 5
2 3 5 5
2 3 5 5
2355
2355
2 3
5 5
2 3 4 0
2 3 4 0
2340
2340
2 3 4 0
2 3 4 0
2340
2340
2 3 4 5
2 3 4 5
2 3 4 5
2345
2345
2 3 4 5
2 3 4 5
2345
234523 4 5
2345
2340
2 3 4 0
2340
2345
2 3 7 0
2370
2370
2 3 7 0
2370
23702370
2370
2 3 7 0
2370
2 3 7 5
2375
2375
2375
2 3 7 5
2 3 7 5
2375
2375
2 3
7 5 23752375
2360
2360
2360
23602360
2360
2 3 6 0
2360
2360
2360
2 3 6 0
2360
2 3 6 5
2365
2365
2365
2 3 6 5
2 3 6 5
2 3 6 5
2365
2 3 6 5
2365
2 3 6 5
1 2 3 4 3 6 5 6 7 8 9 3 7 0 1 2 3
4 FF
C
E-COORDINATENo.R T L N-COORDINATE
CURVE DATA
5 6
7 6327807.36362283185.1382545.29’36?45’21"850.00’
1610.00’470.11’2282724.3348 6328463.8543
6326673.58352286986.4133167.11’3000.00’
282.39’
3?11’30"
236.74’
4 1999.79’15?17’46"268.54’533.88’2282226.0922 6328407.8977 7 5
6 4
"EB1" 380+94.38 BC
"WB2" 384+23.66 BC
"EB1" 376+12.57 POT=
"WB2" 376+12.57 POT=
MVP
24’
"A" 389+01.58 EC
"WBL" 389+01.58 POT=
W B R O U T E 6 0
E B R O U T E 6 0
"A" 376+12.57 EC
2 4
8 "WB2" 380+79.74 EC
"WB2" 379+12.63 BC
"WB2" 388+93.77 EC
35.00’ Lt "A" 376+12.57 POT
(SEE Ret WALL PLANS)
Ret WALL No. 1
2 4
46.57’ Lt
"WB2" +46.52 AP
24’
Rem FENCE
2 8’ Shld
9 8 ’
8’
4’
4’
+1 4 .3 8
+3 7 .2 6
+8 5 .3 5
+0 7 .9 4
8’1 2 ’
8 ’
2’
1 0 ’
10’
2’
Rem FENCE
8 2995.58’225.82’
1632.00’446.82’
(SEE Ret WALL PLANS)
Ret WALL No.3
20.00’ Lt"WB2" +34.29 BC
32.19’ Lt
"WB2" +20.36 BC
24.93’ Lt"WB2" +61.19 EC
39.78’ Lt
"WB2" +57.39 EC
83.58’
112.97’
224.82’
20.00’ Lt"WB2" +12.57 EC
CONNECT MBGR TO CB
Beg CB (TYPE 732A)
"WB2" +50.00, 2.00 Rt EC
CB (TYPE 732A)
Beg Ret WALL No.1
33.42’ Rt
"EB1" +12.57
Rem FENCE
Rem FENCE
4 8 1 .8 1 ’
2. FOR NOTES, ABBREVIATIONS AND LEGEND, SEE SHEET L-1.
(TYPE F)
HMA DIKE
CL-6)
FENCE (TYPE
"A " +8 2 .5 7
"A " +1 4 .1 5
"A
" 383+67.70 BC
6 AFTS
9 CRO S SOV ERIrr
+4 0 .0 0
(TYPE 12B LAYOUT)
Beg MBGR
"A" +75.44, 58.45’ Rt
AP
"A" +04.03, 59.67’ Rt
"A" 376+12.57, 35.00’ Rt POT
END Rem FENCE
"EB1" +39.79, 29.69’ Rt
Beg Rem FENCE
"EB1" +86.56, 31.74’
END Ret WALL No.1
"EB1" +49.74, 33.42’ Rt
END Rem FENCE
"EB1" +11.64, 114.65 Rt
"A" 389+01.58, 35.00’ Lt POT
Beg HMA DIKE (TYPE E)
"EB1" +17.67, 4.00’ Lt
"WB2" +50.00, 3.42 Rt BC
3 8
6 +
3 9
.6
6 E C
"E B 1
"
"EB1" +83.21
BOUNDARY
LSS
+99.27
"W
B1"
BO
U
N
D
A
R
Y
L
SS
732)
(TYPE
CB
END Rem AC DIKE
"A" +91.08, 42.19 Lt
END CB (TYPE 732)
"EB1" +00.00, 32.00 Rt
Beg Rem FENCE
"WB2" +00.00, 75.46’ Lt
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT
NOTES:
C O U N T Y
R I V E R S I D E
MBGR (WOOD POST)
HMA DIKE (TYPE F)
"A" +98.81
B E A U M O N T
C I T Y O F
Beg Ret WALL No. 3
(TYPE SFT)
END ANCHOR ASSEMBLY
Beg MBGR
"WB2" +74.59, 2.00’ Rt
(TYPE F)
END HMA DIKE
2.00’ Rt
"WB2" +71.30
"A" +91.26
Beg HMA DIKE (TYPE F)
"WB2" +03.66, 2.00’ Rt
(TYPE F)
END HMA DIKE
31.85’ Lt
"WB2" +03.66,
Beg Trans RAILING (TYPE WB)
END MBGR
"A" +85.52, 64.89’ Rt
Beg CB (TYPE 732)
END Trans RAILING
32.00’ Rt
"EB1" +12.57
(TYPE E)
DIKE
HMA
+4 2.3 2
+2 2.0 9
+7 7.9 1
+5 7.6 8
SEE PP SHEETS.ACCESS ROAD,
MAINTENANCE
SAN JOSE, CA 95112
1960 ZANKER ROAD
MARK THOMAS & COMPANY, Inc.
CIVIL
60Riv08
CITY OF BEAUMONT
PLANNING DEPARTMENT
550 E. 6TH STREET
BEAUMONT, CA 92223
JOHN KENYON
28.3/29.8
JIMMY W. SIMS
BRIAN PANTALEONx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEETNo.TOTAL
SHEETS
LAST REVISION
STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS T E
RED P R O F E S S IO N A
LEN
G
IN
E
ER
STATEOFCA L I F O R NIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>
DATE PLOTTED =>
08:18
16-FEB-2012
CHECKED BY
DESIGNED BY
CALCULATED-
REVISED BY
DATE REVISED
PLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISOR
R
COPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R
00-00-00
USERNAME =>rpatel
DGN FILE =>SJ-10114-L03.dgn
RELATIVE BORDER SCALEIS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 08000204451BORDER LAST REVISED 7/2/2010
A S P H
A S P H
P O S T
GNV
GNV
GNV
GNV
GNVASPH
A S P H
A S P H
A S P H
R I V - 6 0
R I V - 6 0
POST
UB UB
UB
PIPE
POSTS
2345.2
2360.72361.7
2360.62361.62362.7
2362.8
2364.5
2367.5
2372.4
2393.8
2392.4
2399.6
2398.3
2405.2
2405.8 2404.8
2410.1
2412.2
2412.1
2412.1
2413.7
2416.2
2416.6
2418.1
2420.8
2400.2
2401.6 2402.3
2418.3 2419.6
2417.6
2417.6
2412.5
2398.9
2381.6
2403.6
2392.6
2373.5
2371.6
2365.7
2372.3
2379.4
2395.6
2386.5 2397.4
2362.5
2364.5
2366.6
2368.6
2370.6
2372.5
2374.5
2376.5
2378.6
2364.5
2366.7
2368.5
2370.5
2372.7
2374.6
2376.6
2378.7
2360.6
2363.6
2365.7
2367.5
2369.4
2371.3
2373.6
2354.4
2352.6
2365.4
2358.5
2393.52367.3
2414.8
2403.4
2389.4
2402.8
2405.5
2435.5
2436.7
2433.42431.5
2386.4
2390.4
2379.4
2380.5
2382.6
2384.6
2386.6
2388.6
2390.5
2392.6
2380.5
2382.5
2384.5
2386.6
2388.6
2390.5
2392.5
2394.5
2396.5
2394.6
2396.6
2388.4
2385.7
2397.3 2397.6
2436.5
2418.5
2421.2
2418.5
2421.7
2427.8
2431.5
2428.9
2427.9
2431.1
2436.4 2437.5
2442.7
2434.7 2435.4
2437.3
2434.8
2436.2 2438.4
2432.9
2437.8
2432.4
2441.4
2439.7
2428.8
2438.4
2425.5
2411.22412.7
2411.62408.52405.4
2398.6
2400.5
2402.5
2404.7 2406.7 2408.7 2410.6 2412.7
2398.7
2400.5
2402.5 2404.7 2406.6 2408.6 2410.7
2380.4
2393.1
2388.7
2391.2
2396.6
2401.5
2407.4
2432.5
2440.6
2441.7
2442.5
2441.9
2443.5
2407.62402.52399.4
2398.3
2441.8 2442.4
2440.4
2439.5
2438.7
2437.8
2436.6
2444.7
2439.8
2442.5
2411.3
2416.5
2414.7 2416.6
2412.6 2414.6 2416.6
2413.5
2441.1
2440.7
2439.7
3 8 0
3 8 5
8 9
7 4
6 3
1 2
9 7
8 09/30/13
JIMMY W.
SIMS
35458
LAYOUT
L-3
R /W
R/W
M
A
TCH
LINE (L-2)
MATCH LINE (L-5)
MATCH LINE (L-5)
R /W
"A " L I N E
"W B 2 " L I N E
"E B 1 " L I N E
SCALE: 1" = 50’
M A T C H LI N E (L-4
)
E B O F F -R A MP
W B O N -R A M P
R /WR/W
ROAD DEDICATION
Exist 13.5’ PUE &
POST)
(WOOD
MBGR
C
F
C
2430
2430
2 4 3 0
2 4 3 0
2 4 2 5
2425 2425
2425
2425
2425
2 4
3 0
2430
2430
2 4 3 0
2430
24302430
2435
2 4 3 5
2435
2 4 3 0
2 4 3 0
2420
2420
24202420
2420
2 4 2 0
2420
2 4 2 0
2 4 2 0
2 4 2 0
2 4
2 0
2 4 2 0
2420
2420
2 4 2 5
2425
2425
2 4 2 5
2 4 2 5
2 4 2 5
2440
2 4 4 0
24352435 2 4 3 5
24 35
2435
2435
2435
2435
2435
2440
2440
2440
2355
2 3 5 5
2 3 5 5 2 3 5 5
2405 2
4 1
0 2440
24352430
2430
2 4 0 5
2440 2440
2390
2390
2 3
9 0
2390
2390 2 3 9 0
23902390
2390
2390
2390
2390
2 3 9 0
2 3 9 023952395
2395
2395
2395
2395
2395
2395
2395
2 3 9 5
2 3 9 5
2395 2395
2 3 9 5
2380
2380
2380 2 3 8 0
2 3 8 0
2380
2380
2 3
8 0
2380
2380
2 3 8 0 2 3 8 0
2 385
2385
2385
2 3 8 5
2 3 8 5
2385
2 3 8 5
2385
2385
2 3 8 5
2385
2 3 8 5
2410
2410
2410
2 4 1 0
2 4 1 5
2415
2415
2410
2410
24102410
2 4 1 0
2410
2410
2 4 1 0
2 4 1 0
2 4 1 0
2 4 1 0
2410
2415
2415
2415
2 4 1 5
2415
2 4 1 5
2415
2415
2 4 1 5
2 4 1 5
2 4 1 5
2415
2415
2 4 0 0
2400
2400
2 4 0 0
2 4 0 0
2 3 9 5
2400
2400
2400
2 4 0 0 2 4 0 0
2400
2400
2400
2400
2 4 0 5
2 4 0 52405
2 4 0 5
2 4 0 5
2405
2405
2405
2 4 0 5
2 4 0 5
2 4 0 5
2 4
0 5
2405
2 4 0 5
2 3 7 0
2 3 7 0
2370
2370
2370
2 3 7 0
2375
2375
2375
23752375
2 3 7 5
2375
2375
2 3 7 5
2370
2 3 7 0
2370
2370
2375
2360
2360
2360
2360
2 3 6 0
2360
2 3 6 0
2365 2365
2365
2 3 6 52365
2 3 6 5
2365
2365
3 7 5
6 7
8 9
3 8 0
1 2
3 4
3 8 5 6 7 8 9
7 8
9 3 8 0 1 2 3
4 3 8 5
6 7
8 F
F F C
FC
F
E-COORDINATENo.R T L N-COORDINATE
CURVE DATA
13 14
15 6329681.32922281158.6128167.11’3000.00’
6379089.46122284467.3024810.61’
6328666.06962284716.6147575.71’87?57’44"375.00’
6328746.21772287260.6857351.42’3000.00’16
6329364.06712284494.1116543.53’173?00’38"180.00’17
6329363.23392284283.1625245.08’33?02’26"425.00’18
50000.00’
3?11’30"
0?55’44"
6?42’42"
405.31’
361.89’
175.91’
126.05’
13 14
16 17
15 18
"EBL" 392+08.05 EC
"WBL" 392+02.26 BC
"EBL" 399+42.07 BC
"EBL" 401+09.18 EC
"WBL" 395+53.69 EC
"WB1" 397+11.30 BC
"W B
1" 3 9 9 +5 6.3 8 E C
"WB1" 394+36.30 POT=
"WBL" 406+60.72 POT=
"P" 471+49.82 POC
"P" 471+83.86 POT
MVP
MVP
"P" +36.89, 76.37’ Rt
2 4 ’
2’
4 ’
2 8 ’
24’
8’
4’
8’
2 8 ’
4 ’
"P" 466+87.57 POC
"A" 395+45.13 POT=
BB "P" +27.47
EB "P" +43.47
4 CHP CHP
12’
12’
4 +6 6 .6 5
+4 0 .3 2
+75.65
+50.45
+16.74
+46.91
+16.89
1 5 ’1 5 ’
2 8 ’8 ’
8’
+65.52
+65.50
2’
36’
2’
1 5 ’1 5 ’36’8’
8’
8’
2 12’
8 ’
8’
2’
CHP
2’
4.00’ Rt
"WB1" +26.58 AP
386.28’
24’
36’
12’
36’
12’
8’
4’
2 7 5 .0 0 ’
4 CHP
+33.47+07.00
+44.43+17.5615’1 5 ’
+39.54
+09.59
8 ’
12’
+96.93
"W
BL"
LSS
4’
28’
19 4
1 5 ’2 ’
274.94’
Beg SW
Beg C&G (TYPE A2-6)6’ SW 6’ SW
6’ SW
6 ’ S W
1 ~
~1
(SEE Ret WALL PLANS)
RET WALL No. 3
AFTS
19 345.06’2980.00’
Rem FENCE
Rem FENCE
CL-6)
(TYPE
FENCE
AP
36.00’ Rt
"EBL" +96.54
AP
36.60’ Rt
"EB2" +35.26
16.00’ Rt
"WB1" +06.58 AP
44.00’ Lt
"WB1" +06.78 AP
32.00’ Lt
"WB1" +26.78 AP
AP
38.00’ Rt
"EB2" +65.26
49.00’ Lt
"P" 471+89.31 POC
"WB2" 397+33.76 EC=
8’
29.06’ Rt
"WBL" +52.99 EC
20.00’ Lt
"WBL" +05.21 BC
36.50’ Lt
"WBL" +39.76
31.25’ Rt
"EBL" +86.69
20.00’ Rt
"EBL" +36.54
37.90’ Rt
"EBL" +70.34
32.09’ Lt
"WBL" +69.75
(TYPE E)HMA DIKE
83.58’
172.72’
2947.44’
CB (TYPE 732A)
CB (TYPE 60C)
+30.45
+78.08
2. FOR NOTES, ABBREVIATIONS AND LEGEND, SEE SHEET L-1.
(TYPE CL-6)
Beg FENCE
87.76 Lt
"WB2" +91.60
"A" +84.16
6 CURB (TYPE A1-6)
A1-6)
(TYPE
CURB
CURB (TYPE A1-6)
6 CL-6)
(TYPE
FENCE
PLANS)
Ret WALL
No.2 (SEE
Ret WALL
Irr CROSSOVER
+80.00
CROSSOVER
Irr +10.00
CROSSOVER
Irr
+20.00
C R
O S S O V E
RIrr
+6 5.0 0
Beg CB (TYPE 60C)
END CB (TYPE 732A)
END Ret WALL No.3
"WB2" +35.93, 2.00’ Rt
Beg Rem AC DIKE
"A" +91.57, 42.97’ Lt
"WB2" +76.77, 36.45’ Lt AP
SLAB
Exist APPROACH
16’
END CB
"EB2" +52.17, 2.00’ Lt
MVP
MVP
44.00’ Lt
"WB1" +41.31
DRAINAGE Ease
4 0 3 +4 2.6 6 B
C
"W B
1"
+66.08
BOUNDARY
LSS
+83.87
BOUNDARY
LSS
+07.30
BOUNDARY
LSS
+00.35
+45.13
+68.13
Beg HMA DIKE (TYPE E)
END CB (TYPE 732A)
48.78’ Lt
"WB2" +46.49
Beg Trans RAILING
END Ret WALL No.2
"WB2" +99.96, 51.39’ Lt
END Trans RAILING
51.94 Lt
"WB2" +24.96
"WB2" +46.78 38.00’ Lt AP
+43.13
+69.87
"EB2" 399+52.17 EC
"WB2" 391+58.05 BC
4.00’ Rt
"WBL" +20.67
65.37’ Rt
"P" +04.12
EC
"WBL" 403+85.78
END C&G (TYPE A2-6)
END SW
END HMA DIKE (TYPE E)
"P" +02.14, 122.02’ Rt
BC
"WBL" 398+42.25
36.00’ Lt
"WBL" +03.37
36.00’ Lt
"WBL" +63.58 AP
"P" 471+59.82 EC
1784.43’
A1-6)
(TYPE
CURB
SLAB
APPROACH
Exist
2 8 8 .5 7 ’
4 C R OSS OV E R
Irr
+25.00
& SIDEWALK
CONFORM TO Exist MEDIAN
REMOVE Exist HMA RAMPS
"P" +17.47
& SIDEWALK
CONFORM TO Exist MEDIAN
REMOVE Exist HMA RAMPS
"P" +53.47
FOR TRANSITION
Sht C-12
SEE Const DETAIL
(TYPE E)
Beg HMA DIKE
16.00’ Rt
"WB1" +11.30
(TYPE E)HMA DIKE
END HMA DIKE (TYPE E)
"WB1" +67.08, 4.00’ Rt
"A" +65.82
Beg REMOVE AC DIKE
"A" +54.04, 45.00’ RtBeg HMA DIKE (TYPE E)
"WBL" +01.58, 20.00’ Lt
END HMA DIKE (TYPE E)
"EBL" +46.91, 41.47’ Rt
END Rem FENCE
"P" +27.47, 62.42’ Lt
END Rem FENCE
"P" +43.47, 62.42’ Lt
FENCE
Beg Rem
62.42’ Rt
"P" +43.47
FENCE
Beg Rem
62.42 Rt
"P" +27.47
Rem FENCE
+28.11
+16.42
+27.05
+14.44
Sht C-6SEE Const DETAIL
6 6
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTES:
1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT
MVP
6 "WBL" +93.54 EC
B E A U M O N T
C I T Y O F
(TYPE E)
Beg HMA DIKE
62.42’ Lt
"WBL" +43.47
(TYPE E)
END HMA DIKE
41.16’ Lt
"WBL" +49.54
Beg SW
Beg C&G (TYPE A2-6)
"WB2" +51.44, 38.00’ Lt
(TYPE E)
END HMA DIKE
50.00’ Lt
"WB2" +20.05
"A" +55.66
"P " +9 3 .4 3
L S S B O U N D A R Y
Beg CURB Trans
END C&G (TYPE A2-6)
"P" +92.72, 50.08’ Lt
Beg SPILL CURB
END CURB Trans
"P" +93.12, 54.06’ Lt
C-12
Const DETAIL Sht
END SPILL CURB, SEE
"WB2" +31.44, 10.00’ Lt
CONNECT MBGR TO CB
Beg CB(TYPE 732A)
Beg RW No.2
46.65’ Lt
"WB2" +50.00
SEE PP SHEETS.ACCESS ROAD,
MAINTENANCE
Sht C-12Const DETAILS
Trans, SEE 6" to 8" CURB
Sht C-13
SEE Const DETAIL
(TYPE ADIEM),
CRASH CUSHION
END CB
"WB2" +94.32, 2.00’ Lt
SAN JOSE, CA 95112
1960 ZANKER ROAD
MARK THOMAS & COMPANY, Inc.
CIVIL
60Riv08
CITY OF BEAUMONT
PLANNING DEPARTMENT
550 E. 6TH STREET
BEAUMONT, CA 92223
JOHN KENYON
28.3/29.8
JIMMY W. SIMS
BRIAN PANTALEONx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEETNo.TOTAL
SHEETS
LAST REVISION
STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS T E
RED P R O F E S S IO N A
LEN
G
IN
E
ER
STATEOFCA L I F O R NIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>
DATE PLOTTED =>
08:18
16-FEB-2012
CHECKED BY
DESIGNED BY
CALCULATED-
REVISED BY
DATE REVISED
PLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISOR
R
COPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R
00-00-00
USERNAME =>rpatel
DGN FILE =>SJ-10114-L05.dgn
RELATIVE BORDER SCALEIS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 08000204451BORDER LAST REVISED 7/2/2010 3240091
8 7
3 9 0
3 9 5
1 6
7 4
2 3
465
470
9 1
8 6
7 2
3 P O S T
A S P H
A S P H R I V - 6 0
R I V - 6 0
A S P H
A S P H
UV
UV
R I V - 6 0
R I V - 6 0
2443.4
2441.7
2444.5
2442.4
2440.7
2437.8
2434.7
2416.5
2423.4
2418.7 2420.6 2422.6 2424.6
2416.6 2418.6 2420.5 2422.5 2424.8
2413.5 2418.7
2414.7
2423.52421.4
2425.7
2418.5
2415.7
2416.5
2419.4 2421.4
2426.6
2451.4
2426.7
2442.4
2450.4
2452.8
2451.5
2453.5
2450.6
2449.6
2440.6
2465.5 2467.5
2469.6
2459.5
2459.6
2456.2
2463.5
2461.5
2465.3
2463.9
2458.4 2453.2
2456.6
2455.3
2454.9
2453.7
2452.2
2446.3
2450.4 2460.5
2450.6
2454.5
2433.6
2430.5
2424.8
2426.5
2433.5 2436.3
2452.4
2454.6
2451.2
2426.6 2428.6 2430.6 2432.6 2434.5 2436.7 2438.8 2440.6 2426.5 2428.7 2430.6 2432.6 2434.6 2436.8 2438.7 2440.6 2439.22436.42433.22431.32429.22427.32425.2
2453.2
2453.7
2451.5
2433.62437.7
2417.2
2419.6
2421.4
2423.6
2426.4
2435.7
2446.4
2451.7
2441.7
2444.8
2444.52438.5
2454.3
2457.6
2458.72456.7
2453.6
2449.3
2457.4 2459.5
2455.7
2455.3
2442.8 2444.6 2446.6 2448.6 2450.6 2452.6 2454.6
2467.6
2442.6 2444.7 2446.7 2448.5 2450.6 2452.6 2454.6
2453.32451.32449.32447.32445.32443.42441.4
2456.5 2459.5 2463.3
2465.5
2467.5
2469.5
2470.7
2472.5
2474.6 2475.4
2473.4
2472.6
2469.7
2468.42466.3
2465.3
2463.6
2470.6
2445.6
2443.2
2448.4
2446.5
2458.6
2446.4
2468.72444.6
2472.4
2470.5
2465.72464.4
2459.5
2468.2
2450.6
2473.5
2450.2
2475.1
2474.6
2473.5
2473.6
2474.4 2474.3
2472.6
2473.62473.6
2471.6
2469.5
2470.5
2471.8
2470.7
2471.1
2472.1
2473.4
2474.4
2473.3
2474.4 2475.2
2474.7
2473.2 2471.4
2471.72472.12470.7
2456.6 2458.6 2460.6 2462.6 2464.6
2456.6 2458.7 2460.7 2462.6 2464.5
2455.3 2457.3 2459.4 2461.3 2463.5 2465.3
2474.7
2476.6
2473.5
2474.8
2472.5
2469.6
2469.5
2469.6
2459.4
2455.3
2475.4
2473.3
2467.5
A H EAD
STO P
STOP
STOP
STOP
STOP
AHEAD
STOP
AHEAD
09/30/13
JIMMY W.
SIMS
35458
LAYOUT
L-5
R /
W
MATCH LINE (L-6)
MATCH LINE (L-3)
M A T C
H LI N E (L-7)
MATCH LINE (L-7)
R /W
R/W
"A " L I N E
"W B L" LI N E
"E B L " L I N E
"E B 2 " L I N E
"P" LINE
"WB 1 " L IN E
"W B 2 " L I N E
POTRERO Blvd
SCALE: 1" = 50’
MATCH LINE (L-4)
MA T C H L I N E (L -4 )
MATCH LINE (L-3)
M
ATCH LINE (L-4)
WB R O U T E 6 0
E B R O U T E 6 0
E B L O O P O N -R A M P
E B O N-R A M P
W B L O O P O N -R A M P
W B O N-R A MP
WB O FF-RA M P
R/
W
R /W
F F
C
C
3 9 0 1 2 3 4 3 9 5 3 9 6 7 8 9 4 0 0 1 2 3
3 9 0
1 2 3 4 3 9 5 6 7 8 9 4 0 0 1 2 3
395 6 7 8
9 400
1 2
3 390 1 2 3 4 3 9 5 6 7 8
9 4 0 0
1 2
3 44056
2 4 6 5
2465
2465
2 4 6 5
24652460
2460
2460
2 4 6 0
2 4 6 0
2460
2460
2465
2465
2465
2465
24652465
2 4 6 5
2465
2465
2 4 6 5
2465
2465
2 4 6 5
2465
2455
2455
2455
2455
2455
2 4
5 5
2 4 5 5
2455
2455
2455
2 4 5 0
2450
2450
2450
2450
2450
2 4 5
0 2 4 5 0
2 4 5 0
2 4 5 0
2450
2460
2 4
6 0
2460
2475
2475
24702470
24702470 2470
2470
24702470
2 4 7 0
2470
2 4 7 0
2 4 7 0
2470
2475
2475
2 4 3 0
2 4 3 0
2430
2425 2430 2430
2430
2 4 3 0
2430
2430
2 4 3 0
2420
2420
2420
2420
2 4
2 0
2420
2425
2425
2425
2425
2425
2425
2425
2425
2445
2445
2445 2445
2445
24452445
2 4 4 0
2440
2445
2450
2 4 5 0
2450
2 4
5 0
2445
2445
2445
2445
2445
2 4 4 5
2 4 4 5
24502450
2 4 3 5
24352435
2435
2 4 3 5
2435
2435
2435
2435
2435
2435
2435
2440
2440
2440
2 4 4 0
2440
2440
2440
2440
2 4 4 0
2440
2 4 4 0 2440
2470
2470
2450
2450
2 4 5 0
2 4 6 0
2450
2475 2475
2 4 5 0
2450
2455
2 4 5 5
2460
2455
2455
2455
2455
2 4 5 5
2455
2 4 5 5
24602460
2460
2470
2 4 7 0
2470
2 4 6 0
2470
2 4 6 0
2415
2 4 1 5
2415
F C
F C
FC
FCFC
FF
E-COORDINATENo.R T L N-COORDINATE
CURVE DATA
6329375.75892284784.5924602.00’49?16’27"700.00’20 321.03’ 20"WK" 2+85.42 BC
"WK" 8+87.42 EC
3 1
6’ SW
CONFORM
+41.39
6’ SW
(TYPE A1-6)
Conc CURB
8’
8’12’12’
2 8 5 .4 2 ’
8’
21 22
12’
8’
1784.43’
R=326.5
R=326.5
R=2.00
21 564.16’
22 720.00’612.50’
656.00’
END SW
END C&G (TYPE A2-6)
"P" +19.39, 97.00’ Rt EC
"P" +55.00, 77.39’ Rt BC
"P" +24.06, 2.00’ Rt PRC
300.85’
326.16’
Conc Med PAVING
2. FOR NOTES, ABBREVIATIONS AND LEGEND, SEE SHEET L-1.
END C&G (TYPE A2-6)
END 6’ SW
Beg C&G (TYPE A2-6)
Beg 6’ SW
"P" +99.62, 96.90’ Rt BC
FENCE (TYPE CL-6)
Sht C-7
SEE Const DETAIL
4’
END SW
END C&G (TYPE A2-6)
"P" +41.25, 55.20’ Lt
"P" +84.32, 7.00’ Lt BC
AP
"P" +07.63, 55.00’ Lt
END FENCE (TYPE CL-6)
"P" +64.76, 66.75’ Lt
"P" +64.06, 7.00’ Rt BC
Beg FENCE (TYPE CL-6)
"P" +65.41, 75.24’ Rt
"P" +84.32, 3.00’ Lt EC
"P" +84.06, 3.00’ Lt EC
(CASE A)
COUNTY CURB RAMP
"P" +08.80, 69.13’ Rt
"WK" +10.29, 40.36’ Rt BC
"WK" +04.12, 20.00’ Rt EC
"WK" +78.44, 20.06’ Lt EC
"WK" +86.06, 26.97’ Lt BC
AP
"WK" +95.95, 39.00’ Lt
"P" +41.52, 54.80’ Rt EC
AP
"P" +27.53, 77.00’ Lt
"WK" +55.00
LSS BOUNDARY
INSTALL CITY MONUMENT
"P" 479+60.39 POT
"WK" 0+00.00 POT=
Std No. 403 (1 OF 4)
SEE RIVERSIDE COUNTY
CURB RAMP
"P" +11.30, 67.74’ Rt
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTES:
1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT
B E A U M O N T
C I T Y O F
SAN JOSE, CA 95112
1960 ZANKER ROAD
MARK THOMAS & COMPANY, Inc.
CIVIL
60Riv08
CITY OF BEAUMONT
PLANNING DEPARTMENT
550 E. 6TH STREET
BEAUMONT, CA 92223
JOHN KENYON
28.3/29.8
JIMMY W. SIMS
BRIAN PANTALEONx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEETNo.TOTAL
SHEETS
LAST REVISION
STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS T E
RED P R O F E S S IO N A
LEN
G
IN
E
ER
STATEOFCA L I F O R NIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>
DATE PLOTTED =>
08:18
16-FEB-2012
CHECKED BY
DESIGNED BY
CALCULATED-
REVISED BY
DATE REVISED
PLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISOR
R
COPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R
00-00-00
USERNAME =>rpatel
DGN FILE =>SJ-10114-L06.dgn
RELATIVE BORDER SCALEIS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 08000204451BORDER LAST REVISED 7/2/2010 PIPE
PIPE
P I P E
PIPE
PIPE
2471.6
2478.5
2475.3
2474.5
2476.4
2474.7
2475.4
2478.7 2481.5
2482.3
2479.6
2481.4
2484.5
2483.8
2481.3
2476.6
2473.5
2473.32471.5 2475.3
2476.5
2478.7
2481.32479.6
2479.5
2476.5
2476.4
2477.5
2479.5
2480.5
2478.4
2477.7
2478.7
2474.6
2466.4
2462.5
2469.6
2472.3
2476.4
2476.8
2475.5
2468.5
2478.3
2471.32472.5
2475.7
2474.7
2477.5
2473.4
2476.5
2478.7
2478.8
2477.8
2478.2
2470.5
2481.7
2481.62480.2
2479.5
2478.5
2478.5
2477.5
2477.5
2476.5
2482.5
2482.4
2481.2
2481.4
2480.5
2479.5
2483.6 2482.4
2484.5
2486.8 2486.3
2482.4
2480.4
2483.4
2480.2 2479.8
2479.22480.5
2481.5
2482.7
2484.5
2483.4
2483.6
2487.7
2485.8
2481.4
2478.6
2477.52476.3
2475.3 2474.5
2473.6
2472.4
2471.4
2472.5 2474.4
2473.52470.6
2480.5
2479.6
2480.5
2477.4
2480.2
2481.5
2479.2
2478.8
2479.42480.6
2480.2
2481.72482.7
2479.7
2478.7
2477.6
2472.3
2481.6
2467.6
2472.5
2468.6
2475.2
2474.5
2471.3
2473.6
2485.8
2485.6
2484.6
2483.6
2483.4
2482.7
2482.3
2483.5
2484.5
2481.4
2480.5
2479.5 2481.5
2482.6 2483.7
2482.3 2483.3
2484.32484.2
2484.6
2482.9
2481.42480.4
2479.32478.2
2477.8
2475.3
2476.5
2474.7
2476.3
2476.5
2477.4
2479.6
2480.6
2482.4
2477.4
2477.3
2476.6
2474.5
2474.3
2475.62473.6
2472.6
2469.6
2465.1
2467.5
2462.2
2470.7 2472.6
2473.6
2474.4
2474.3
2474.2 2475.2
2475.6
2474.8
2473.2
2472.2
2471.62469.22471.52475.4
2474.5
2473.7
2463.3
2467.6
2461.6
2464.4
2466.6
2460.7
2457.5
2459.4
2464.7
2465.2
2468.42469.3
2463.4
2466.4
2469.3
2463.7
2474.8
2474.6
2474.8
2475.2
2475.6
2476.6
2476.8
2483.5
2482.6
2481.6
2480.6 2480.6
2479.6
2480.4
2479.3
2478.5
2477.3
2483.9
475
480
7 8
6 4
9 1
09/30/13
JIMMY W.
SIMS
35458
LAYOUT
L-6
"P" LINE
"WK " L IN E
M A T C H L I N E (L -5 )
MATCH LINE (L-7)
R/WR/W
SCALE: 1" = 50’
POTRERO Blvd
WE S T E R N K N O L L S A v e
R/W
TC
E
TCE
T
C
E
TCE
TCE
TCE
TCE
CITY R/W
R/W
CITY
CITY R/W
F
F
F
2 4 6 5
2465
2 4 6 5
2465
2465
2465
2465
2465
2465
2 4 6 5
2465
2465
2465
2465
2465
2460
2455
2455
2455
2460
2460
2460
2 4 8 0
2480
2480 2480
2 4 8 0 2 4 8 0
2 4 8 5
2485
2485
2 4
8 5
247024702470
24702470
2 4 7 0
2470
2470
2470
2470
2470
24702470
2470
2475
2 4 7 5
2 4 7 5
2 4 7 5
2 4 7 5
2475
2475
2475
2 4
7 5
2475
2475
2475
2470
2470
2475
2480
2475
2475
2480
2 4 8 0
2475
24 8
0 2475
2470
2470
2470
2 4
7 0
2475
2475
2475
2470
2475
2 4 5 5
2455
2480
2 4 8 0
2 4 8 0
2480
2 4 8 0
2 4 8 5
2485
2485
2480
2480
24602460
2 4 6 0
2460
24702470
2460
5 4
7 6
21 3
3 2
9 8
1 10
F FCC
CF
C
C
CF
F
E-COORDINATENo.R T L N-COORDINATE
CURVE DATA
23 6330878.08612281137.3800167.11’3000.00’
6330385.84452285137.0369405.06’27?18’13"850.00’24
6331023.31032285010.5934591.51’48?24’56"700.00’25
206.45’
314.71’
23 24
25 "WK" 17+84.91 BC
"WK" 23+76.42 EC
"WB1" 407+47.72 EC
"EB2" 411+65.25 BC
"EB2" 413+32.36 EC
"EBL" 404+09.17 POT=
MVP
12’
8’
8’
24’
8’
4’
12’8’
3 4
4 12’
12’
8’
12’
8’
Rem FENCE
12’8’
8’
2 2’
2’
10’
"A" 415+37.44, 35.00’ Lt POT
"WB1" 415+37.44 POT=
26 2
AP
20.00’ Rt
"EB2" +32.44
26 2980.00’165.93’
Rem FENCE
2 83.58’
82.98’
2. FOR NOTES, ABBREVIATIONS AND LEGEND, SEE SHEET L-1.
"A" +45.88
"A" +66.46
6 AFTS
MBGR (TYPE 16B LAYOUT)
"A" 404+09.17, 135.00’ Rt POT
END Rem AC DIKE
"A" +39.96, 43.16’ Rt
END FENCE (TYPE CL-6)
END Rem FENCE
"A" +07.72, 144.99’ Rt
END Rem FENCE
"WB1" +54.49, 53.76’ Lt
35.00’ Rt
"A" 416+32.42 POT
"EB2" 416+32.42 POT=
AP
22.00’ Rt
"EB2" +32.42
20.00’ Rt
"EB2" +32.36 EC
Beg Rem HMA DIKE
"A" +49.15, 42.68’ Rt
20.00’ Rt
"EB2" +65.25 BC
FENCE (TYPE CL-6)
(TYPE CL-6)
END FENCE
82.67 Lt
"WB1" +86.56,
+65.82
BOUNDARY
LSS
+45.42
BOUNDARY
LSS
+6 0 .9 8
+
8 2 .2 7+
1 4.4 1
+
9 0
.9
1 32.00’ Lt
"WB1" +79.58
4.00’ Rt
"WB1" +24.18
Beg HMA DIKE (TYPE F)
(TYPE SFT)
END ANCHOR ASSEMBLY
Beg MBGR
57.00’ Lt
"A" +56.20 AP
"A" +34.31
Beg HMA DIKE (TYPE C)
END HMA DIKE (TYPE F)
END MBGR
"A" +06.20, 57.00’ Lt
END HMA DIKE (TYPE C)
"A" +48.00, 57.00’ Lt
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTES:
1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT
C O U N T Y
R I V E R S I D E
B E A U M O N T
C I T Y O F
END REMOVE AC DIKE
"A" +96.59, 43.12’ Lt
"A" +25.63
P I P E
P O S T
A S P H
A S P H
A S P H
A S P H
POST
R I V - 6 0
P O S T
A S P H
A S P H
RIV - 60
2474.5
2473.4
2472.7
2472.4
2471.8
2471.2
2471.6
2470.7
2466.8 2468.7
2466.6 2468.6
2465.3 2467.3 2469.3
2471.4
2473.6
2474.7
2476.7
2477.6
2476.5
2476.4
2475.62476.62478.62477.6
2475.3
2473.12473.6
2472.7
2473.8
2474.5
2474.4
2471.5 2476.4
2470.6
2470.7 2472.6 2474.6 2476.6 2478.6 2480.7
2472.6 2474.6 2476.5 2478.6 2480.7
2471.4 2473.3 2475.3 2477.3 2479.3
2471.3
2471.7
2472.8 2473.1 2474.5 2475.4 2476.2
2475.32473.52472.4
2471.7
2472.8
2473.4
2473.6
2474.6
2475.6
2477.8
2475.6
2476.8
2476.5
2472.1
2473.7
2474.4
2474.3
2474.6
2476.8
2476.7
2476.6
2475.5
2475.4
2477.6
2477.5
2478.4
2478.4
2477.4
2478.5
2477.5
2476.82475.5
2476.8
2476.3
2475.62475.2
2474.9
2474.5
2474.5
2478.2
2477.8
2474.4
2473.5
2471.3 2478.7
2478.4
2479.6
2479.9
2480.5
2480.5
2481.8
2481.5
2481.2
2482.6
2482.5
2482.6
2483.7
2484.7
2484.3
2485.1
2487.7
2486.5
2488.3
2481.3
2480.82479.6
2479.8
2479.4
2478.6
2480.2
2481.7
2482.5
2483.6
2484.3
2488.4
2488.4
2489.1
2482.5
2483.4
2481.5
2480.1
2479.3
2477.6
2478.6
2478.4 2481.5
2481.5
2480.7
2482.7
2483.5 2485.5
2486.3
2487.5
2481.1
2485.2
2482.6 2484.5 2486.6 2488.6 2490.5
2482.6 2484.5 2486.6 2488.6 2490.6
2481.2 2483.3 2485.3 2487.4 2489.3
2479.4 2481.8 2485.5 2486.7 2488.5
2488.6
2486.5
2484.6
2483.6
2482.6
2481.5
2479.4
2478.6
2477.3
2479.6
2485.5
2494.52489.4
2490.4
2492.3
2493.32490.32489.6
2474.5
2492.5 2494.6 2496.5 2498.5 2500.6
2492.6 2494.6 2496.6 2498.6 2500.6
2491.3 2493.3 2495.2 2497.3 2499.3 2501.2
2488.3
2490.6
2491.4 2493.6 2495.6 2498.5
2486.3 2488.6
2490.8
2491.7 2493.4 2495.5
2498.6
2496.5
2495.7
2494.3
2493.8
2491.5
2490.3
2489.6
2488.8
2487.3
2487.4
2489.4
2491.3
2492.6
2492.7
2494.4
2496.5
2495.6
2497.4
2498.6
2499.6
2499.5
2487.8
2487.5 2486.7
2486.5
2490.4
2491.4
2492.5
2491.7 2494.4
2495.6
2495.5
2497.5
2498.8
2497.4
2490.7
2499.4
2489.5
2473.3
2473.4
2475.62475.4
2476.6
2477.6
2474.4
SAN JOSE, CA 95112
1960 ZANKER ROAD
MARK THOMAS & COMPANY, Inc.
CIVIL
60Riv08
CITY OF BEAUMONT
PLANNING DEPARTMENT
550 E. 6TH STREET
BEAUMONT, CA 92223
JOHN KENYON
28.3/29.8
JIMMY W. SIMS
BRIAN PANTALEONx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEETNo.TOTAL
SHEETS
LAST REVISION
STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS T E
RED P R O F E S S IO N A
LEN
G
IN
E
ER
STATEOFCA L I F O R NIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>
DATE PLOTTED =>
08:19
16-FEB-2012
CHECKED BY
DESIGNED BY
CALCULATED-
REVISED BY
DATE REVISED
PLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISOR
R
COPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R
00-00-00
USERNAME =>rpatel
DGN FILE =>SJ-10114-L07.dgn
RELATIVE BORDER SCALEIS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 08000204451BORDER LAST REVISED 7/2/2010 7 864
9 4 6312410415
4 0 5
09/30/13
JIMMY W.
SIMS
35458
LAYOUT
L-7
R /W
MATCH LINE (L-6)
M A T C H LI N E (L-5)
MATCH LINE (L-5)
MATCH LINE (L-8)
MATCH LINE (L-8)
"W
K" LINE
"A" LINE
E B O N -R A M P
"WB 1 " L I N E
WESTERN K N O LLS A ve
SCALE: 1" = 50’
WB ROUTE 60
EB ROUTE 60
"E B 2 " L I N E
WB O F F -R A M P
R/
W
R /W
CITY R/W
R/W
CITY
CITY R/W
F
F
F
F
C
C
C
C
2465
2465
2470
2470
2465
2465
2465
2465
24602460
2460
2455
2 4 5 5 2480
2480
2480
2 4 8 0
2480
2 4 8 0
2480
2480
2480
2 4 8 0
2 4 8 0
2480
2 4 7 5
2475
2475
2475
2475
2475
2475
2475
2475
2475
2 4 7 5
2 4 8 0
2 4 8 5
2 4 8 5
2485 24852490
24902485
2480
2 4 8 0
2485
2485
2485
2 4 8 5
2 4 8 5
2485
2485
2470
2470
2 4 7 0
2470
2470
2470
2 4 7 0
2475
2475
2475
2 4 7 5
2475
2475
2475
2 4 7 5
2 4 9 0
2 4 9 5
2495
2495
2 4 9 5
2495
2495
2495
2490
2490
2 4 9 0
2490
2490
2490
2490
2490
2490
2500
2500
2 5 0 0
2480
4 4 0 5 6 7 8 9 4 1 0 1 2 3 4 4 1 5 6 74
4 4 0 5
6 7 8 9 4 1 0 1 2 3 4 4 1 5
1 20
3 2
7 6
9 8
254 6
15 4
C F
C F
F C
F C
F CFC
1 0 ’
10’
8’
"WK" 30+18.46 AP
3 38’12’
12’
FENCE (TYPE CL-6)
12’
10’8’
8’
12’
2 2
FENCE (TYPE CL-6)
10’
12’
106.79’ Lt
"A" +91.38 BC
85.62’ Lt
"A" +78.12 BC 89.02’ Lt "A" +55.19 BC
92.80’ Lt
"A" +76.50 EC
27 2829
30 68.84’ Lt
"A" +75.11 EC
CONFORM
63.91’ Lt
"A" +01.60 EC
10’12’8’
12’
No.
376.00’
R
43.41’
T L
CURVE DATA
968.00’23.22’
400.00’49.59’
992.00’
27 28
29 30
86.44’
46.43’
98.68’
23.79’47.58’
2. FOR NOTES, ABBREVIATIONS AND LEGEND, SEE SHEET L-1.
MBGR (TYPE 16B LAYOUT)
AFTSCONNECT TO Exist
Beg FENCE (TYPE CL-6)
"WK" +41.72, 28.86’ Rt
CONFORM
"A" 422+79.41,132.90’ Lt POT
"WK" 31+93.34 POT=
CONFORM
"A" +93.78, 141.57’ Lt AP
"A" +89.68, 57.00’ Lt
CONFORM
"A" +39.87, 43.00’ Lt
CONFORM
"A" +01.60, 87.91’ Lt EC
END REMOVE AC DIKE
"A" +99.08, 43.06’ Lt
AP
"A" +54.04, 65.05’ Lt BC
CONFORM
"A" +99.00, 161.66’ Lt
CONNECT TO Exist
Beg FENCE (TYPE CL-6)
"A" +32.39, 144.27’ Rt CONNECT TO Exist
END FENCE (TYPE CL-6)
"A" +49.48, 144.61’ Rt
END REM AC DIKE
"A" +37.71, 43.86’ Rt END Rem AC DIKE
"A" +30.68, 58.96’ Rt
Beg Rem AC DIKE
"A" +54.91, 58.66’ Rt
Beg Rem AC DIKE
"A" +58.61, 68.22’ Lt
25.09’ Rt
"WK" +41.25
Beg HMA DIKE (TYPE C)
END HMA DIKE (TYPE F)
END MBGR
"A" +75.00, 57.00’ Lt
Beg HMA DIKE (TYPE F)
END ANCHOR ASSEMBLY (TYPE SFT)
Beg MBGR
"A" +25.00, 57.00’ Lt
END HMA DIKE (TYPE C)
"A" +16.86, 57.00’ Lt
CONNECT TO Exist
END FENCE (TYPE CL-6)
"WK" +06.31, 50.13’ Rt
AP
"A" +32.42, 57.00’ Rt
1 7 4 .8 8 ’
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTES:
1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT
B E A U M O N T
C I T Y O F
SAN JOSE, CA 95112
1960 ZANKER ROAD
MARK THOMAS & COMPANY, Inc.
CIVIL
60Riv08
CITY OF BEAUMONT
PLANNING DEPARTMENT
550 E. 6TH STREET
BEAUMONT, CA 92223
JOHN KENYON
28.3/29.8
JIMMY W. SIMS
BRIAN PANTALEONx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEETNo.TOTAL
SHEETS
LAST REVISION
STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS T E
RED P R O F E S S IO N A
LEN
G
IN
E
ER
STATEOFCA L I F O R NIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>
DATE PLOTTED =>
08:19
16-FEB-2012
CHECKED BY
DESIGNED BY
CALCULATED-
REVISED BY
DATE REVISED
PLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISOR
R
COPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R
00-00-00
USERNAME =>rpatel
DGN FILE =>SJ-10114-L08.dgn
RELATIVE BORDER SCALEIS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 08000204451BORDER LAST REVISED 7/2/2010
P I P E
P I P E
POST
P O S T
A S P H
A S P H
A S P H
A S P H
UV
POST
POST
R I V - 6 0
R I V - 6 0
W E S T E R N K N O L L S A V E N U E
2502.5
2499.3
2501.2
2498.5
2498.6
2499.6
2499.5
2499.4
2500.3 2502.9
2503.5
2505.6
2509.7
2508.52505.6
2504.7
2501.4
2503.2
2505.4
2506.5
2508.5 2508.8
2508.3
2508.5
2508.5
2508.3
2506.7
2505.2
2503.5
2500.6
2501.4
2501.4 2504.3 2507.5
2500.5 2504.5
2505.4
2507.6
2510.7
2509.3
2510.8
2509.7
2510.7
2500.4
2501.7
2503.5
2504.4 2506.5
2504.6
2508.52502.3
2499.4 2502.4
2502.6
2502.7
2504.5 2506.5 2508.6 2510.5 2512.6
2504.6 2506.6 2508.7 2510.7 2512.6
2503.2 2505.5 2507.3 2509.4 2510.6
2501.6
2504.6
2506.3 2510.6 2514.3 2516.5
2511.6
2518.42517.62506.5
2502.5
2499.8
2520.6
2503.5
2501.6
2500.6 2505.5
2506.2
2511.6
2513.6
2512.42508.5
2517.5
2521.6
2522.6
2524.3
2523.3
2501.7
2504.7
2505.4
2507.6
2508.4
2510.6
2511.5
2514.6
2514.5
2516.4
2523.8
2525.6
2525.5
2526.5
2527.3
2529.4
2541.5
2542.4
2538.62533.52528.5
2529.5
2533.5
2532.5
2520.7
2522.5
2524.4
2519.7
2516.5
2513.2
2523.3
2529.6 2536.4
2541.8
2543.6
2543.4
2516.3
2514.5 2516.6 2518.6 2520.5 2522.7
2514.5 2516.6 2518.6 2520.4 2522.4
2512.5 2514.4 2516.3 2518.4 2520.4 2522.3
2511.6
2512.5
2515.6
2510.4
2509.6
2512.6
2514.4
2515.7
2518.7
2521.6
2523.5
2528.5
2535.6
2536.8
2518.4 2521.7 2526.5 2530.6 2533.5
2537.4
2531.6
2526.4
2518.42515.5
2513.2
2511.7
2509.6
2510.5
2511.5
2512.7
2512.4
2514.5
2516.6
2518.5
2520.4
2522.6
2524.4
2524.7
2527.4
2525.5
2515.6
2514.2 2518.7
2510.8
2512.4
2516.5
2517.5
2522.6
2520.5
2524.3
2525.6
2527.6
2527.5
2532.4 2533.6
2532.7
2530.4
2531.6
2533.4
2529.4
2536.7
2534.2
2535.3
2535.1
2535.8
2533.3
2533.5
2536.7
2537.7
2539.1
2538.8
2538.3
2537.5
2536.4
2537.2
2536.3
2535.6
2538.6
2537.5
2536.6
2537.3
2536.6
2533.6
2537.4
2524.2 2526.4 2528.4 2530.5 2532.3
2524.6
2524.6 2526.7 2528.5 2530.5 2532.7
2526.5 2528.7 2530.7 2532.7
2533.3
2538.32539.6
2538.7
2539.3
2541.4
2540.6
2542.2
2542.7
2537.6 2536.5
2535.52537.7
2538.5
2541.4
2541.8 2539.8
2536.6
2533.5
2533.8
2531.2
2536.5
2533.9
2534.2
2531.5
2530.3
2529.2
2528.4
2538.6
2531.52530.3
2529.5
2532.5
2533.5
2532.8
2531.5
2530.6
2530.2
2530.7
2529.5
2534.6 2536.7 2537.8
2534.6 2536.7 2537.7
2533.3 2535.4
2537.6
2535.4
2533.5
2536.2
2536.4
2536.4
2537.5
2537.4
2539.8 2539.7
2536.3
2538.7
2542.5
2542.7
2541.5
2540.6
2540.1
2541.9
P O S T
POST
POST
POST
TANK
P I P E
40126332404.01
2284154.372530.39
09/30/13
JIMMY W.
SIMS
35458
LAYOUT
L-8
MATCH LINE (L-7)
MATCH LINE (L-7)
MATCH LINE (L-9)
"WK" LINE
"A" LINE
WE S T E R N K N O L L S A v e
R /W
R /W
SCALE: 1" = 50’
WB ROUTE 60
EB ROUTE 60
R/W
R/W
WE S T E R N K N O L L S A v e
CITY R/W
R/W
CITY R/W
F
C
C
F
F
2 4
8 0
2485
2490
2490
2540
2540
2 5
4 0
2505
2505
2 5 0 5
2505
2 5 0 5
2 5 0 5
2505
2510
2 5 1 0
2510
2510
2510
2510
2510
2510
2520
2515
2515
2515
2515
2515
2515
2515
2515
2 4 9 5
2495
2505
2505
2500
2500
2500
2500
2500
2500
2535
2 5 3 5
2535
2535
2535
2535
2535
2535
2 5 3 5
2 5 3 5
2 5 3 5
2535
2535
2 5 3 5
2535
2535
2525
2525
2525
2 5 2 5
2 5 2 5
2 5
2 5
2525
2525
2525
25252525
2520
2520
2520
25202520
2520
2 5
2 0
2 5 2 0
2525
2 5
3 0
2 5 3 0
2 5 3 0
2530
2530
2 5
3 0
2530
2530
2 5 3 0
2530
2 5 3 0
2530
2530
2 5 3 0
2530
2 5 4 0
2 5
4 0
2540
2540
2535
2535
2 5 3 5
8 9 4 2 0 1 2 3 4 4 2 5 6 7 8 9 4 3 0 1 2
98 1307
C F
FFC
CF
F
F
FC
FC
F CFC
F C
"NR" 309+44.64 BC
"NR" 314+65.54 EC
"SR" 315+37.20 EC
31 32
E-COORDINATENo.R T L N-COORDINATE
CURVE DATA
6332795.4169
6332869.56412266138.1943
2266139.6323
520.90’
664.92’
260.47’
332.50’
18021.15’
17975.15’32
31 "A" 436+00.22 8’
"A" 436+00.22, 23.00’ Rt POT
"SR" 308+72.28 BC=
2 3
+90.1
2. FOR NOTES, ABBREVIATIONS AND LEGEND, SEE SHEET L-1.
"A" 436+00.22, 23.00’ Lt POT
"NR" 308+72.28 POT=
CONFORM
"SR" +04.68, 20.00’ Rt
CONFORM
"NR" +01.60, 67.53’ Lt
CONFORM
"NR" +97.44, 91.16’ Lt
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTES:
1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT
B E A U M O N T
C I T Y O F
SAN JOSE, CA 95112
1960 ZANKER ROAD
MARK THOMAS & COMPANY, Inc.
CIVIL
60Riv08
CITY OF BEAUMONT
PLANNING DEPARTMENT
550 E. 6TH STREET
BEAUMONT, CA 92223
JOHN KENYON
28.3/29.8
JIMMY W. SIMS
BRIAN PANTALEONx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEETNo.TOTAL
SHEETS
LAST REVISION
STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS T E
RED P R O F E S S IO N A
LEN
G
IN
E
ER
STATEOFCA L I F O R NIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>
DATE PLOTTED =>
08:19
16-FEB-2012
CHECKED BY
DESIGNED BY
CALCULATED-
REVISED BY
DATE REVISED
PLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISOR
R
COPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R
00-00-00
USERNAME =>rpatel
DGN FILE =>SJ-10114-L09.dgn
RELATIVE BORDER SCALEIS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 08000204451BORDER LAST REVISED 7/2/2010
CELL TOWER
C E L L T O WE R
UB
UBUB
POST
A S P H
A S P H
TANK
R I V - 6 0
R I V - 6 0
PIPE
PIPE
UB
POST
FP
UB
UV
UB
A S P H
A S P HASPH
A S P H
POST
DP
UB
POST
TANK
UB
UVUV
R I V - 6 0
WE S T E R N K N O L L S A V E N U E
WE S T E R N K N O L L S A V E N U E
R I V - 6 0
GNV
2531.2
2530.3
2531.4
2531.2 2531.4
2531.6
2532.6
2530.2
2532.3
2531.3
2532.5
2532.7
2533.5
2533.7
2537.8 2538.4 2538.5
2537.7 2538.4 2538.6
2537.2 2537.5
2533.6
2534.2
2536.1 2536.4
2536.72536.4
2536.3
2537.3
2535.9
2537.7
2537.4
2538.6
2538.3
2539.6
2538.6
2538.4
2539.7
2539.4 2537.3 2537.2
2537.8
2536.7
2537.5
2536.4
2537.4
2536.7
2538.7
2537.7
2538.2
2537.6
2536.2
2536.3
2536.6
2535.7
2536.1
2536.5
2536.4
2537.3
2537.4
2536.3
2536.6 2536.6 2536.8
2535.7
2536.1
2537.1 2537.2
2538.5 2538.5 2538.6 2538.7 2538.8 2538.8 2538.9
2538.5 2538.8 2538.5 2538.6 2538.6 2538.6 2538.9
2538.4 2538.5 2538.4 2538.5 2538.6 2538.9 2538.1
2536.6 2536.4 2536.5 2536.5
2533.1
2533.7
2533.7
2535.12535.1
2534.6
2534.6
2534.7 2532.8
2532.3
2531.5
2530.5
2534.8
2533.5
2530.3
2532.4
2533.4
2533.4
2532.4 2531.6
2529.9
2530.5 2530.4
2529.6
2529.5
2529.2
2530.4
2530.4
2530.6
2530.7
2531.5
2531.8
2530.9
2530.5
2528.4 2529.1
2529.6
2529.5
2529.8
2529.8
2530.6
2531.2
2531.8
2532.3
2532.8
2533.6
2534.5
2534.7
2534.52532.7
2531.4
2531.3
2530.4
2533.5
2536.6
2536.7
2537.5
2536.8
2537.7
2538.9 2538.9 2538.9 2538.9 2538.9 2538.8
2539.4 2539.4 2539.4 2539.7 2539.82538.6 2538.1 2538.3 2538.3 2538.6 2538.4
2538.6
2537.3 2537.3 2537.5 2537.8 2537.9
2537.52536.6
2536.5
2536.5
2536.7
2537.3
2537.8
2536.8
2536.9
2537.4
2537.6
2536.7 2536.3
2537.1
2537.2
2538.1
2538.3
2536.6
2536.8
2536.7
2538.8
2539.6
2538.3
2537.3
2536.8 2539.3 2540.7
2537.5 2538.62538.1
2541.8
2540.5
2541.3 2541.1
2540.6
2540.9
2539.6
2540.7 2541.1
2540.7
2541.4 2541.3
2540.6
2540.6
2539.4
2538.6
2539.4
2538.9
2537.8 2537.9
2538.6 2538.2
2538.2
2538.4
2538.1
2538.2
2539.4
2538.3
2538.7 2538.8
2538.2
2539.2
2538.4
2538.9
2539.3
2538.3
2539.1
2538.2
2539.2 2539.2
2538.7
2539.2
2540.6
2540.4
2540.9
2540.3
2540.9
2541.2
2540.8
2539.5
2539.5
2539.6
2539.3
2534.5
2533.4 2533.4
2536.6
2536.4
2537.1
2535.1 2534.8
2536.3
2534.62533.82533.32533.82533.6
2532.9
2531.3
2531.3
2531.6
2530.7
2531.1
2531.2
2532.7
2530.9
2531.3
2532.5
2533.1
2533.4
2533.4
2534.6
2535.3
2534.5
2535.9
2529.32529.1
2529.5
2529.6
POST POST POST
POSTPOST
POST
TANK
PIPE
PIPE
POST
POST
POST
POST
09/30/13
JIMMY W.
SIMS
35458
LAYOUT
L-9
"N R " L I N E
"S R " L I N E
"A" LINE
R/W
MATCH LINE (L-8)
SCALE: 1" = 50’
MATCH LINE (L-10)
WB ROUTE 60
EB ROUTE 60
WE S T E R N K N O L L S A v e
R/W
R /W
R/W
R /W
C I T Y CITY R/W
F
3 4 4 3 5 6
9 3 2 0
2 319310
7 864315
43 6315
3 1 09 21
7 98 3 2 0
2540
2 5 4 0
2540
2540
2535
2 5 3 5
2535
25352535
2535 25352535
2 5 3 0
2530
2 5 3 0
2530
25302530
253
0 2530
2530
2530
2 5 3 5
2 5
3 5
2535
2535
2 5 3 0 2 5 3 0
2530
2 5 3 0
2 5 4 0
2540 2540254025402540
2 5 4 0 2540 2540
2520
2525
2525
2525
F
+20.5
+70.0
2. FOR NOTES, ABBREVIATIONS AND LEGEND, SEE SHEET L-1.
Rem Pvmt
~
CONNECT TO Exist
Beg FENCE (TYPE CL-6)
"SR" +83.00, 82.86’ Rt
CONNECT TO Exist
END FENCE (TYPE CL-6)
"SR" +05.99, 103.63’ Rt
CONNECT TO Exist
END FENCE (TYPE CL-6)
"NR" +69.68, 136.03’ Lt
Std No. 800 (A)SEE RIVERSIDE COUNTY
CUL-DE-SAC
CONNECT TO Exist
Beg FENCE (TYPE CL-6)
Beg Rem FENCE
"NR" +76.67, 60.99’ Lt
END Rem FENCE
"NR" +87.22, 62.81’ Lt
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTES:
1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT
U
n
io
n
P
a
c
if
ic
R
a
ilr
o
a
d
C
om
p
a
n
y
B E A U M O N T
C I T Y O F
3 SAN JOSE, CA 95112
1960 ZANKER ROAD
MARK THOMAS & COMPANY, Inc.
CIVIL
60Riv08
CITY OF BEAUMONT
PLANNING DEPARTMENT
550 E. 6TH STREET
BEAUMONT, CA 92223
JOHN KENYON
28.3/29.8
JIMMY W. SIMS
BRIAN PANTALEONx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEETNo.TOTAL
SHEETS
LAST REVISION
STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS T E
RED P R O F E S S IO N A
LEN
G
IN
E
ER
STATEOFCA L I F O R NIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>
DATE PLOTTED =>
08:19
16-FEB-2012
CHECKED BY
DESIGNED BY
CALCULATED-
REVISED BY
DATE REVISED
PLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISOR
R
COPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R
00-00-00
USERNAME =>rpatel
DGN FILE =>SJ-10114-L10.dgn
RELATIVE BORDER SCALEIS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 08000204451BORDER LAST REVISED 7/2/2010 GNV
UB
UBUB
UB
PIPE
S C A T T E R E D B R U S H
S C A T T E R E D B R U S H
SCATTERED BRUSH
A S P H
A S P H
A S P H
A S P H
P O S T
P O S T
P O S T
R I V - 6 0
A S P H
A S P H
POST
UV
UV
P O S T
VINEYARD
ORCHARD/
TANK
PIPEPIPE
P I P E
POST
TR A C K N O T V ISIBLE
2538.5
2539.3
2538.6
2538.1
2539.2
2540.9
2539.4
2539.2
2539.5
2539.7
2540.4
2540.6 2540.9
2540.8
2542.5
2543.6
2543.4
2540.3
2541.4
2540.5
2539.72539.5
2539.5
2538.9
2539.5
2543.7
2543.4
2542.6 2542.9
2543.1
2542.1
2543.7
2544.4
2541.6
2541.1
2541.3
2541.1
2541.32541.6
2541.7
2541.3
2541.4
2540.3
2539.1 2540.5
2540.9
2540.9
2536.9
2539.3
2539.2
2538.9
2537.32536.6
2537.5
2537.2
2535.5
2535.1
2536.3
2535.9
2535.3
2535.6
2537.1
2536.7
2540.5
2541.4
2541.1
2540.9
2540.8
2541.7
2541.6
2543.6
2541.5
2545.6
2546.6
2552.7
2554.7
2547.32542.2 2554.7 2554.4 2553.8 2553.9
2554.2
2555.2
2555.8
2555.6
2556.2
2551.2 2552.7
2552.7
2552.5 2553.3
2552.9
2548.5
2556.5
2556.6
2555.92555.42553.42549.5
2544.8
2542.8
2543.3
2545.2
2547.3
2541.4
2542.9 2545.1 2546.8
2542.9
2543.3
2541.8
2540.9
2542.8
2542.4
2545.4
2547.2
2544.5 2545.1
2546.9
2546.5
2551.4
2550.9 2552.9
2548.3
2548.8
2555.1
2554.8
2554.1
2554.2
2543.1
2543.4
2547.4
2547.2
2544.9
2543.1
2544.8
2544.2
2544.7
2545.4
2544.6
2547.2
2545.2
2543.1
2538.6
2543.4
2543.2
2542.5
2541.6
2541.6
2541.1
2500.4
2501.3
2500.9
2502.9
2502.8
2501.5
2540.6 2541.1
2541.7
2542.7
2544.62544.8
2540.4
2508.8
2498.4
2499.3
2482.4
2511.4
2510.6
2512.8
2512.4
2514.6
2516.5
2513.4
2529.4
2525.4
2523.1
2518.7
2517.1
2508.9
2554.3
2554.82554.8
2547.1
2543.5
2501.4
2528.6
2532.9
2536.6
2526.4
2543.3
2492.5
2501.3
2542.8
2541.3
2535.1
2521.1
2519.3
2514.5
2517.2
2512.7
2514.8
2518.7
2526.8
2529.6
2530.8
2539.4
2541.4
2487.3
2485.2
2484.72482.6
2482.9
2483.3
2500.8
2501.4
2499.2
2515.2
2512.8
2522.8
2529.5
2531.2
2531.1
2531.1 2530.6
2530.7
2526.7
2533.3
2532.3
2522.9
2513.52513.4
2503.3
2484.2
2484.1
2490.8
2485.4
2485.6
2486.2
2516.9
2517.7
2518.2
2519.4
2518.7
2519.7
2504.6
2525.6
2519.2
2504.52524.8
2528.9
2512.9
2506.9 2504.8
2504.8 2509.8
2521.3
2521.3
2506.7
2512.4
2517.5 2530.9
2527.6
2522.7
2524.7
2523.1
2535.2
2520.5
2536.6
2534.7
2526.9
2525.7 2522.8
2535.8
2537.6
2535.1
2539.62541.7 2542.6
2539.1
2539.5
2540.5
2543.5
2544.52545.12544.8
2547.6
2549.6 2548.9
2489.8
2487.1
2486.4
2519.2
2542.3
2536.62536.5
2545.92544.9
2534.4
2549.4 2550.3
2557.2
2557.2
2554.7
2555.2
2555.2
2555.7
2554.9 2555.32555.8
2556.3
2557.3 2561.3
2561.6
2561.2
2558.9
2558.4
2554.9
2554.5
2555.42552.9
2552.6
2551.1
2550.9
2548.9
2547.3
2546.8
2545.2
2538.42542.6
2546.9
2552.8
2557.3
2558.2
2558.8
2559.3
2558.9
2559.1
2558.9
2550.6 2551.5 2552.2
2550.4 2551.4
2524.3
2522.6
2520.52521.6
2522.5
2523.6
2523.9
2526.4
2526.32527.4
2528.9 2527.6
2528.9
2534.6
2541.1
2538.7 2536.3 2536.4
2512.5
2510.4
2522.9 2527.1 2529.7
2530.92523.2
2541.5
R I V - 6 0
40116335627.372284205.552520.10
P O S T
P O S T
S C A T T E R E D B R U S H
VINEYARD
ORCHARD/
09/30/13
JIMMY W.
SIMS
35458
LAYOUT
L-10
R /W
R /W
MATCH LINE (L-9)
"S R " L I N E
"N R " L I N E
SCALE: 1" = 50’
WB R O U T E 6 0
E B R O U T E 6 0
R/W
R /W
C I T Y R /W
K N O L L S A v eWESTERN
2485
2485
2485
2485
2 5 4 5
2545
2545
2545
2545
2545
2545
2 5
4 0
2 5
4 0
2535
25402540
2 5 4 0
2540
2 5 4 0
2540
2540
2540
2540
2 5
4 5
2545
2545
2540
2540
2 5 4 0
2540
2 5 4 0
2550
2550
2550
2555
2555
2555
2555
2555
2555
2 5 5 5
2555
2 5 5 5
2550
2 5 5 0
2550
2550
2550
2550
2555
2 5
1 0
2510
2510
2510
2510
2510
2510
2510
2 5
1 5
2515
2515
2515
2515
2510
2 5
1 5
2515
2520
2520
2520
2520
2520
2520
2520
2 5
2 0
2520
2520
25202520
2 5 2 0
2 5 2 02515
2 5
1 5
2515
2515
2 5
1 5
2515
2515
2515
2495
2495
2 4 9 5
2495
24 9
5 2495
2490
2490
2490
2 4 9 0
2 4 9 0
2490
2 4 9 0
2495
2505
2505
2 5 0 0
2500
2500
25002500
2505
2505
2505
2505
2505
2 5 0 5
2500
2495
2500
2500
2500
2530
2530
2530
2530
2530
2530
2530
2530
2530
2530
2530
2530
2530
2 5 3 0
2535
2535
2535
2 5 3 5
2535
2535
2535
2535
2535
2525
2525
2525
2525
2525
2525
2 5 2 5
2525
2525
2525
2525
2525
2525
2560
2555 2555
2555
2555
2545
2545
2545
2 5 4 5
2 5 4 5
2510
2 5 1 02505
2 5 4 5
2510
2540
2 31
7 864325
9 3 423301
3 3 5
21 43
87 3 3 09
3 3 5
6 32
3 2 54
1
Exist OVERHEAD Elect
Exist FIBER OPTIC
Exist GAS
NOTES:
2. LOCATIONS OF UTILITY FACILITIES SHOWN ON THESE PLANS PRIOR TO CONSTRUCTION.
6. UTILITY COMPANIES AND USA SHALL BE NOTIFIED 48 HOURS PRIOR TO EXCAVATIONS WITHIN THE PROJECT AREA.
ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR
3. REFER TO PLANS PREPARED BY UTILITY COMPANIES
FOR RELOCATION OF UTILITY FACILITIES.
4. PROTECT EXISTING GAS LINES AND MARKERS, LIFT STATIONS WESTERN KNOLLS Ave. UNLESS NOTED OTHERWISE ON PLANS.
AND SEWER FORCE MAINS ALONG AND ACROSS POTRERO Blvd AND
GRADE ON PROPOSED PAVEMENT, SIDEWALK AND SLOPE UNLESS NOTED OTHERWISE ON PLANS.
5. ADJUST RIMS AND COVERS OF EXISTING UILITIES TO MATCH FINISHED
7. PROPOSED UTILITIES SHOWN ARE APPROXIMATE ONLY AND SUBJECT TO BE RENEWED AND APPROVED BY UTILITY COMPANIES.
8. UTILITY OWNERSHIP ON THE PROJECT:
LEVEL 3 COMMUNICATION
VERIZON
CITY OF BEAUMONT
QUESTAR PIPELINES
SC GAS
SC EDISON
10. FOR LIGHTING, SEE LIGHTING AND ILLUMINATION SHEETS.
SHEETS.
9. FOR STORM DRAINAGE PLANS AND PROFILES, SEE DRAINAGE
SSFM SANITARY SEWER FORCE MAIN
FIBER OPTIC
COMMUNICATION
SANITARY SEWER
GAS (TRANSMISSION)
GAS (DOMESTIC)
ELECTRICAL
APPROVED FOR UTILITY WORK ONLY
PROP PROPOSED
PROP OVERHEAD Elect
1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
SCE SOUTHERN CALIFORNIA EDISON
PUE PUBLIC UTILITY EASEMENT
SS SANITARY SEWER
ABBREVIATIONS:
B E A U M O N T
C I T Y O F
SAN JOSE, CA 95112
1960 ZANKER ROAD
MARK THOMAS & COMPANY, Inc.
CIVIL
60Riv08
CITY OF BEAUMONT
PLANNING DEPARTMENT
550 E. 6TH STREET
BEAUMONT, CA 92223
JOHN KENYON
28.3/29.8
JIMMY W. SIMS
BRIAN PANTALEONx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEETNo.TOTAL
SHEETS
LAST REVISION
STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS T E
RED P R O F E S S IO N A
LEN
G
IN
E
ER
STATEOFCA L I F O R NIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>
DATE PLOTTED =>
08:59
16-FEB-2012
CHECKED BY
DESIGNED BY
CALCULATED-
REVISED BY
DATE REVISED
PLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISOR
R
COPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R
00-00-00
USERNAME =>rpatel
DGN FILE =>SJ-10114-U01.dgn
RELATIVE BORDER SCALEIS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 08000204451BORDER LAST REVISED 7/2/2010 GNV
GNV
GNV
GNV
GNV
GNV
GNV
A S P H
A S P H
POST
R I V - 6 0
R I V - 6 0
F R O N T A G E R O A D
C C
GNV
GNV
GNV
GNV
P O S T
SCATTERED BRUSH
R IV - 60
R IV - 60
A S P H
A S P H
DI R T
DI R T
D I R T
DIRT
DIRT2427.6
2332.4
2322.6
2308.5
2308.7
2324.5
2323.8
2322.6
2323.3
2323.3
2322.62323.5
2323.6
2322.7
2321.6
2320.4
2323.7
2331.5
2350.6
2351.6
2326.6
2327.7
2328.7
2329.6
2330.8
2315.6
2316.3
2314.1
2312.5
2313.4
2312.8
2314.5
2315.1
2316.1
2318.8
2314.4
2311.3
2320.5
2318.6
2320.6
2319.4
2319.5
2321.7
2322.4
2323.7
2324.7
2325.3
2324.6
2322.8
2321.2
2320.6
2321.8 2322.6
2323.3
2324.2
2324.6
2323.6
2325.6
2323.4
2322.6
2322.3
2323.4
2320.7
2321.7 2322.5
2323.6 2324.6 2325.6 2326.5
2329.7
2327.6
2326.6
2325.5
2328.4 2329.5
2326.4
2327.6
2330.3
2320.5
2318.7
2319.4
2321.8
2322.2
2321.1
2320.7
2318.8
2321.6
2321.6
2321.5
2322.5
2320.4
2327.4
2322.3
2323.6 2323.8
2330.6
2327.4
2326.6
2326.4
2318.5
2318.7
2318.9
2316.2
2317.1
2314.9
2312.1
2313.2
2312.4
2311.7 2311.1
2311.9
2310.8
2311.32312.5
2308.6
2308.12307.4
2428.9
2320.5
2318.4
2319.1
2319.6
2319.5
2321.2
2321.1
2320.8
2321.5
2319.3
2318.7 2318.9
2324.6
2323.1
A S P H
A S P H
F R O N T A G E R O A D
09/30/13
JIMMY W.
SIMS
35458
TO
F R O M
PROP UTILITY Ease
ELECTRIC POWER
50’ Ease FOR CALIFORNIA
10’ Ease FOR CW&T
(BY OTHERS)
ElectRELOCATE OVERHEAD
WATER Dist
METROPOLITAN
20’ Ease FOR
DistMETROPOLITAN WATER
10’ Ease FOR
WATER Dist
METROPOLITAN
50’ Ease FOR
U-1
R /W
R /W
"A " L IN E
MATCH LINE (U-2)
R/W
PLAN
UTILITY
SCALE: 1" = 50’
E B R O U T E 6 0
WB R O U T E 6 0
R /W
2425
2 4 2 5
2420
2420
2300
2310
2 3 1 0
2310
2310
2310
2310
2310
2305
2305
2305
2305
2320
2320
2320
2320
2320
2 3 2 0
2330
2330
2330
2330
2330
2330
2 3 3 0
2330
23302330
2325
2 3 2 5
2 3 2 5
2325
23252325
2 3 2 5
2335 2335
2335
2335
2335
2 3 3 0
2315
2315
2315
2315
2315
2315
2315 2315
2 3 1 5
2315
2315
2315
2315
2325
2 3 2 5
2325
2325
2325
2325
2325
2325
2 3
2 5
2320
2320
2320
2320
2320
2320
2 3 2 0
2 3 2 0
2320
2320
2320
2320
2320
2430
2 3
9 0
2 3 9 0
2 3 9 0
2390
2390
2390
2395
2 3
9 5
2395
2395
2 3 8 0
2380
2380
2380
23802375
2385
2385
2385
2 3 8 5
2385
2410
2410
2415
2415
2400
2400
2400
2400
2405
2405
2 345
2345
2345
2350
2350
2350
2350
23502350
2355
2355
2355
2355
2355
2355
2340
2340
2340
2340
2340
2340
2345
2345
2365
2365
2 3
6 5
2370
2370
2370
2370
2370
2370
2370
2375
2375
2375
2375
2375
2360
2360
2360
2360
2365
2365
2365
2360
2360
345
6 7
8 9
3 5 0
1 2
3 4
3 5 5
6 7 8 9 3 6 0
NOTE:
1. SEE NOTES, LEGEND, AND ABBREVIATIONS ON SHEET U-1
APPROVED FOR UTILITY WORK ONLY
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
2. FOR ACCURATE RIGHT OF WAY DATA, CONTACT
B E A U M O N T
C I T Y O F
SAN JOSE, CA 95112
1960 ZANKER ROAD
MARK THOMAS & COMPANY, Inc.
CIVIL
60Riv08
CITY OF BEAUMONT
PLANNING DEPARTMENT
550 E. 6TH STREET
BEAUMONT, CA 92223
JOHN KENYON
28.3/29.8
JIMMY W. SIMS
BRIAN PANTALEONx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEETNo.TOTAL
SHEETS
LAST REVISION
STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS T E
RED P R O F E S S IO N A
LEN
G
IN
E
ER
STATEOFCA L I F O R NIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>
DATE PLOTTED =>
08:59
16-FEB-2012
CHECKED BY
DESIGNED BY
CALCULATED-
REVISED BY
DATE REVISED
PLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISOR
R
COPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R
00-00-00
USERNAME =>rpatel
DGN FILE =>SJ-10114-U02.dgn
RELATIVE BORDER SCALEIS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 08000204451BORDER LAST REVISED 7/2/2010
A S P H
A S P H
A S P H
A S P H
POST
R I V - 6 0
GNV
A S P H
A S P H
POST
POST
POST
R I V - 6 0
GNV
GNV
2371.1
2333.2
2342.5
2337.2
2328.2
2327.4
2390.7
2337.5
2329.3
2325.4
2324.4
2327.4
2324.5
2329.4 2342.5
2323.8
2331.7 2333.5 2334.7
2327.4
2326.4
2331.4 2332.4 2333.3 2334.5
2330.72329.62328.6
2326.6
2327.4 2328.2
2329.5
2330.5
2331.2
2330.2
2328.7
2329.2
2330.5
2332.3
2336.4
2334.2
2333.4
2332.4 2333.5
2334.5 2335.7
2331.4
2331.6
2336.3
2333.52329.5
2328.5
2336.5 2337.8 2338.6
2338.42337.62335.6 2336.6
2339.6
2339.5
2338.1
2344.5
2329.5
2336.7
2338.5
2401.6
2401.4
2351.6
2398.2
2397.4
2398.5
2396.1
2397.6 2398.4
2398.8
2398.2
2398.3
2398.6
2402.8
2393.8
2405.1
2395.4
2363.4 2360.2
2380.3
2392.4
2370.5
2366.6
2367.6
2373.7
2370.7
2364.5
2361.4
2358.7
2358.5
2355.3
2355.4
2352.5
2351.3
2350.2
2348.6
2341.5
2351.3
2338.4
2340.5
2340.6 2341.4 2342.7
2342.4
2343.8 2344.72345.5 2346.5 2347.6
2339.6 2340.7 2341.6 2342.5 2343.6 2344.6 2345.6 2346.5 2347.6 2346.62343.5
2337.92334.8
2332.3
2339.6 2344.4
2344.2
2343.5
2343.7
2346.4
2346.1
2356.4
2344.5
2343.6
2345.2
2341.8
2345.5
2359.5
2356.6
2352.52351.5
2349.5
2349.7
2348.5
2348.62349.6 2350.62351.6 2352.62353.62354.72355.62356.52357.52358.62359.72348.62349.6 2350.62351.52352.52353.72354.62355.62356.5 2357.62358.52359.62360.7 2360.6
2391.7
2391.4
2393.8
2399.5
2366.4
2395.4
2392.6
2389.6
2391.4
2370.5
2401.4
2402.2
2402.9
2399.3
2332.6
2336.6
2334.8 2338.4
2341.5
2344.9
S C A T T E R E D B R U S H
POST
40146325982.552284186.202336.16
09/30/13
JIMMY W.
SIMS
35458
T O
FR
OM
TO
Exist GAS
50’ PUE FOR SCE
F R O M
PROP UTILITY Ease
(BY OTHERS)
RELOCATE OVERHEAD Elect
COMMUNICATIONS, LLC
10’ Ease FOR WILLIAMS
Exist FIBER OPTIC
50’ PUE FOR SCE
WATER Dist
METROPOLITAN
30’ Ease FOR
VERIZON
OVERHEAD
RELOCATE
U-2
R /W
"A " L I N E
R /W
M
ATCH
LINE (U-3)
MATCH LINE (U-1)
PLAN
UTILITY
SCALE: 1" = 50’
C
o
o
p
er’s C
reek
EB ROUTE 60
WB ROUTE 60
R /W
R /W
2 3 3 0
2330
2330
2330
2325
2 3
2 5
2325
2325
2330
2 3
3 5
2335
2 3 3 5
23352335
2335
2 3 3 5
2330
2330
2330
2330
2 3 3 5
2 3
3 5
23352335
2335
2335
2315
2320
2 3 3 02330
2370
2395
2325
2400
2 4 0 0
2400
2390
2390
2 3 9 0
2 3
9 0
2390
2390
2 3 9 0
2 3
9 0
2 3 9 0
2 3 9 0
2 3 9 0
2395
2395
2395
2 3 9 5 2395
2395
2 3 9 5
2395
2395
2 3 8 0
2380
2 3 8 0
2380
2380
2 3
8 0
2 3 8 0
2380
2 3 8 0 2 3 8 0
2380
2 3
8 5
2385
2385
2385
2385
2385
2 3 8 5
2385
23 85
2 3 8 5
2385
2 4 0 0 2400
2400
2400
2400
2400
2 4 0 5
2350
2 3 5 0
2 3 5 0
2350
2 3 5 0
2350
2350
2350
2350
2350
2350
2 3 5 0
2350
2355
2355
2355
2 3 5 5
2 3 5 5
2 3 5 5
23 5
5 2 3 5 5
2 3 5 5
2 3 5 5
2355
2355
2355
2 3
5 5
2 3 4 0
2 3 4 0
2340
2340
2 3 4 0
2 3 4 0
2340
2340
2 3 4 5
2 3 4 5
2 3 4 5
2345
2345
2 3 4 5
2 3 4 5
2345
234523 4 5
2345
2340
2 3 4 0
2340
2345
2 3 7 0
2370
2370
2 3 7 0
2370
2370
23702370
2370
2 3 7 0
2370
2375
2 3 7 5
2375
2375
2375
2 3 7 5
2 3 7 5
2375
2375
2 3
7 5 23752375
2360
2360
23602360
2360
23602360
2360
2 3 6 0
2360
2360
2360
2 3 6 0
2360
2 3 6 5
2365
2365
2365
2 3 6 5
2 3 6 5
2 3 6 5
2365
2 3 6 5
2365
2365
2 3 6 5
2 3 6 5
1 2 3 4 3 6 5 6 7 8 9 3 7 0 1 2 3
4 26
APPROVED FOR UTILITY WORK ONLY
NOTE:
1. SEE NOTES, LEGEND, AND ABBREVIATIONS ON SHEET U-1
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
2. FOR ACCURATE RIGHT OF WAY DATA, CONTACT
C O U N T Y
R I V E R S I D E
B E A U M O N T
C I T Y O F
SAN JOSE, CA 95112
1960 ZANKER ROAD
MARK THOMAS & COMPANY, Inc.
CIVIL
60Riv08
CITY OF BEAUMONT
PLANNING DEPARTMENT
550 E. 6TH STREET
BEAUMONT, CA 92223
JOHN KENYON
28.3/29.8
JIMMY W. SIMS
BRIAN PANTALEONx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEETNo.TOTAL
SHEETS
LAST REVISION
STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS T E
RED P R O F E S S IO N A
LEN
G
IN
E
ER
STATEOFCA L I F O R NIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>
DATE PLOTTED =>
08:59
16-FEB-2012
CHECKED BY
DESIGNED BY
CALCULATED-
REVISED BY
DATE REVISED
PLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISOR
R
COPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R
00-00-00
USERNAME =>rpatel
DGN FILE =>SJ-10114-U03.dgn
RELATIVE BORDER SCALEIS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 08000204451BORDER LAST REVISED 7/2/2010
A S P H
A S P H
P O S T
P O S T
GNV
GNV
GNV
GNV
GNVASPH
A S P H
A S P H
A S P H
R I V - 6 0
R I V - 6 0
POST
UB UB
UB
PIPE
POSTS
2345.2
2360.72361.7
2360.62361.62362.7
2362.8
2364.5
2367.5
2372.4
2393.8
2392.4
2399.6
2398.3
2405.2
2405.8 2404.8
2415.7
2414.7
2410.1
2421.1
2412.2
2412.1
2412.1
2415.7
2413.7
2416.2
2416.6
2422.1
2426.9
2418.1
2420.3
2421.6
2430.2
2430.2
2420.8
2400.2
2401.6 2402.3
2418.3 2419.6
2417.6
2417.6
2412.5
2398.9
2381.6
2403.6
2392.6
2373.5
2371.6
2365.7
2372.3
2379.4
2395.6
2386.5 2397.4
2362.5
2364.5
2366.6
2368.6
2370.6
2372.5
2374.5
2376.5
2378.6
2364.5
2366.7
2368.5
2370.5
2372.7
2374.6
2376.6
2378.7
2360.6
2363.6
2365.7
2367.5
2369.4
2371.3
2373.6
2354.4
2352.6
2365.4
2358.5
2393.52367.3
2414.8
2403.4
2389.4
2402.8
2405.5
2435.5
2436.7
2433.42431.5
2386.4
2390.4
2379.4
2380.5
2382.6
2384.6
2386.6
2388.6
2390.5
2392.6
2380.5
2382.5
2384.5
2386.6
2388.6
2390.5
2392.5
2394.5
2396.5
2394.6
2396.6
2388.4
2385.7
2397.3 2397.6
2436.5
2418.5
2421.2
2418.5
2421.7
2427.8
2431.5
2428.9
2427.9
2431.1
2436.4 2437.5
2427.3
2432.4
2434.6
2446.2
2433.9
2434.2
2431.8
2427.5
2423.1
2427.2
2437.22431.8 2435.8
2444.4
2445.2
2437.9
2439.6
2442.7
2434.7
2437.3
2434.8
2436.2 2438.4
2432.9
2437.8
2432.4
2441.4
2439.7
2428.8
2438.4
2425.5
2411.22412.7
2411.62408.52405.4
2398.6
2400.5
2402.5
2404.7 2406.7 2408.7 2410.6 2412.7
2398.7
2400.5
2402.5 2404.7 2406.6 2408.6 2410.7
2380.4
2393.1
2388.7
2391.2
2396.6
2401.5
2407.4
2432.5
2440.6
2441.7
2442.5
2441.9
2443.5
2407.62402.52399.4
2398.3
2441.8 2442.4
2440.4
2439.5
2438.7
2437.8
2436.6
2444.7
2439.8
2442.5
2411.3
2416.5
2414.7 2416.6
2412.6 2414.6 2416.6
2413.5
2441.1
2439.7
3 8 0
3 8 5
8 9
7 4
6 3
1 2
9 7
8 09/30/13
JIMMY W.
SIMS
35458
FROM
TO
10’ PUE FOR SCE 50’ PUE FOR SCE
(BY OTHERS)
OVERHEAD Elect
RELOCATE
PROP UTILITY Ease
U-3
R /W
M
ATCH
LINE (U-2)
MATCH LINE (U-5)
MATCH LINE (U-5)
"A " L I N E
"W B 2 " L I N E
"E B 1 " L I N E
PLAN
UTILITY
SCALE: 1" = 50’
R /W
M A T C H LI N E (U-4
)
W B R O U T E 6 0
E B R O U T E 6 0
R /W
R /W
R /W
ROAD DEDICATION
Exist 13.5’ PUE &
2430
2430
2430
2 4 3 0
2 4 3 0
2430
2 4 2 5
2425 2425
2425
2425
2425
2 4
3 0
2430
2430
2 4 3 0
2430
24302430
2435
2435
2 4 3 5
2435
2 4 3 0
2420
2420
24202420
2420
2420
2420
2 4 2 0
2420
2 4 2 0
2 4 2 0
2 4 2 0
2 4
2 0
2 4 2 0
2420
2420
2 4 2 5
2 4 2 5
2425
2 4 2 5
2425
2 4 2 5
2425
2 4 2 5
2 4 2 5
2 4 2 5
2440
2440
2 4 4 0
24352435 2 4 3 5
2435
2435
2435
2435
2435
2440
2440
2440
2355
2 3 5 5
2 3 5 5 2 3 5 5
2405 2
4 1
0 2440
2445
2445
2440
2435
2430
2 4 3 0
2430
2 4 0 5
2440 2440
2390
2390
2 3
9 0
2390
2390 2 3 9 0
23902390
2390
2390
2390
2390
2 3 9 0
2 3 9 023952395
2395
2395
2395
2395
2395
2395
2395
2 3 9 5
2 3 9 5
2395 2395
2 3 9 5
2380
2380
2380 2 3 8 0
2 3 8 0
2380
2380
2 3
8 0
2380
2380
2 3 8 0 2 3 8 0
2 385
2385
2385
2 3 8 5
2 3 8 5
2385
2 3 8 5
2385
2385
2 3 8 5
2385
2 3 8 5
2410
2410
2410
2 4 1 0
2 4 1 5
2415
2415
2410
2410
24102410
2 4 1 0
2410
2410
2 4 1 0
2 4 1 0
2 4 1 0
2 4 1 0
2410
2415
2415
2415
2 4 1 5
2415
2 4 1 5
2415
2415
2 4 1 5
2 4 1 5
2 4 1 5
2 4 1 5
2415
2415
2 4 0 0
2400
2400
2 4 0 0
2 4 0 0
2 3 9 5
2400
2400
2400
2 4 0 0 2 4 0 0
2400
2400
2400
2400
2 4 0 5
2 4 0 52405
2 4 0 5
2 4 0 5
2405
2405
2405
2 4 0 5
2 4 0 5
2 4 0 5
2 4
0 5
2405
2 4 0 5
2 3 7 0
2 3 7 0
2370
2370
2370
2 3 7 0
2375
2375
2375
23752375
2 3 7 5
2375
2375
2 3 7 5
2370
2 3 7 0
2370
2370
2375
2360
2360
2360
2360
2 3 6 0
2360
2 3 6 0
2365 2365
2365
2 3 6 52365
2 3 6 5
2365
2365
3 7 5
6 7
8 9
3 8 0
1 2
3 4
3 8 5 6 7 8 9
7 8
9 3 8 0 1 2 3
4 3 8 5
6 7
8
NO WORK FOR THIS SHEET
NOTE:
1. SEE NOTES, LEGEND, AND ABBREVIATIONS ON SHEET U-1
2. FOR ACCURATE RIGHT OF
WAY DATA, CONTACT RIGHT
THE DISTRICT OFFICE.
OF WAY ENGINEERING AT
APPROVED FOR UTILITY WORK ONLY
C O U N T Y
R I V E R S I D E
SAN JOSE, CA 95112
1960 ZANKER ROAD
MARK THOMAS & COMPANY, Inc.
CIVIL
60Riv08
CITY OF BEAUMONT
PLANNING DEPARTMENT
550 E. 6TH STREET
BEAUMONT, CA 92223
JOHN KENYON
28.3/29.8
JIMMY W. SIMS
BRIAN PANTALEONx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEETNo.TOTAL
SHEETS
LAST REVISION
STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS T E
RED P R O F E S S IO N A
LEN
G
IN
E
ER
STATEOFCA L I F O R NIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>
DATE PLOTTED =>
08:59
16-FEB-2012
CHECKED BY
DESIGNED BY
CALCULATED-
REVISED BY
DATE REVISED
PLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISOR
R
COPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R
00-00-00
USERNAME =>rpatel
DGN FILE =>SJ-10114-U04.dgn
RELATIVE BORDER SCALEIS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 08000204451BORDER LAST REVISED 7/2/2010
S C A T T E R E D B R U S H
2443.4
2443.8
2397.5
2404.5
2396.1
2408.6
2439.4
2445.5
2433.5
2420.5
2423.2
2438.4
2444.5
2445.1
2446.4
2446.4
2448.7
2447.7
2447.4
2445.2 2426.4
2444.7
2445.9
2446.4
2446.4
2446.4
2448.6
2449.2
2443.4
2445.7
2444.8
2446.6
2447.7
2449.7
2449.4
2450.2
2451.6
2445.7
2449.6
2446.9
2442.2
2443.6
2446.5
2452.5
2454.5
2455.3
2456.72457.72456.82455.6
2454.5
2453.6
2451.4
2452.3
2450.12449.4
2448.7
2446.5
2448.4
2451.4
2442.5
2441.6
2451.5
2441.2
2420.1
2416.7
2410.2
2423.6
2435.3
2448.2
2428.5
2420.4
2416.6
2412.8
2409.4
2426.3
2428.4
2435.7
2407.8
2407.5
2404.7
2401.6
2395.2 2398.7
2398.6
2400.3
2416.6
2407.4
2411.5
2412.5
2413.5
2414.5
2415.4
2418.4
2417.4
2435.4
2423.5
2402.3
2414.6
2410.2
2418.2
2439.1
2438.4
2432.6
2420.5
2427.3
2422.6
2437.6
2451.5
2429.6
2425.6
2424.4
2423.5
2430.5
2436.9
2432.1
2420.6
2428.5
2439.3
2451.6
2437.6
2432.5
2436.2
2433.4
2447.72447.4
2446.2 2448.4
2448.52450.5 2446.5
2436.8
2438.52451.5
2448.3
2449.3
2446.72442.4
2439.7
2443.5
2442.22440.6
2435.6
2428.5
2426.4
2424.5
2422.7 2423.4
2436.4
2432.6
2421.3
2408.6
2422.4
2421.4
2432.6
2447.6
2451.3
2453.2
2440.5
3 9 5
4 6
455
460
3 4
2 9
1 7
8 6
09/30/13
JIMMY W.
SIMS
35458
COMPLETEING A PUBLIC ROADWAY
65’ Ease FOR THE PURPOSE OF U-4
R/W
M A T C H LI N E (U-3
)
MA T C H L I N E (U -5 )
MATCH LINE (U-5)M
ATCH LINE (U-5)
"E B
2" LI N E
"E B 1 " L I N E
"E B L " L I N E
"P" LINE
R/W
R /W
R/W
UTILITY PLAN
SCALE: 1" = 50’
POTRERO Blvd
R /W
R/W
R /W
2450
2 4 5 0
2 4 5 0
2 4
5 0
2 4
6 0
2430
2430
2430
2 4 3 0
2430
2 4 3 0
2430
2430
2430
2 4 2 5
2 4 2 5
2425
2 4 3 0
2 4 3 0
2430
2430
2430
2430
2430
2430
2430
2430
2420
2 4 2 0
2 4 2 0
2420
2420
2420
2420
2420
2 4 2 0
2420
2425
2425
2425
2 4 2 5
2420
2425
2425
2425
2 4
2 0
2425
2 4 2 5
2 4 2 5
2425
2425
2425
2 4
2 5
2425
2 4 4 5
2445
2 4 4 5
2 4 4 5
2 4
4 5
2445
2445
2445
2 4 4 5
24452445
2445
2445
2440
2450
2 4 5 0
2450
2450
2445
2435 2435
2 4 3 5
2 4 3 5
2 4 3 5
2435
2435
2435
2 4 3 5
2 4
3 5
2435
2435
2 4 3 5
2435
2440
2 4 4 0
2 4 4 0
2 4 4 0
2440
2440 2440
2440
2435
2435
2 4 4 0
2440
2 4 4 0
2 4 2 0
2 4 4 0
2 4 1 0
2410
2410
2410
2 4 1 0
2410
2410
2410
2 4 5 5
2405
2 4 3 5
24102435
2455
2 4 0 5
2455
2390
2395
2395
24152415
2415
2 4 1 5
2 4 1 5
2415
2415
2415
2415
2415
2 4 1 5
2420
2 4 2 0
2420
2420
2 4 1 5
2415
2415
2 4 1 5
2410
2 4 1 0
2410
2405
2 4 0 5
2 4 0 0
2 4
0 0
9 390
1 2 3 4 395
4385678
9
TO
FROM
Abn EXIST SSFM
PER CITY’S DIRECTION
AIR/VAC/CV VAULT
Abn OR REMOVE Exist
2. FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
1. SEE NOTES, LEGEND, AND ABBREVIATIONS ON SHEET U-1
NOTE:
APPROVED FOR UTILITY WORK ONLY
(BY OTHERS)
OVERHEAD Elect
RELOCATE
Exist ABANDONED 8" SS
Abn Exist 12" & 16" SSFM
B E A U M O N T
C I T Y O F
SAN JOSE, CA 95112
1960 ZANKER ROAD
MARK THOMAS & COMPANY, Inc.
CIVIL
60Riv08
CITY OF BEAUMONT
PLANNING DEPARTMENT
550 E. 6TH STREET
BEAUMONT, CA 92223
JOHN KENYON
28.3/29.8
JIMMY W. SIMS
BRIAN PANTALEONx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEETNo.TOTAL
SHEETS
LAST REVISION
STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS T E
RED P R O F E S S IO N A
LEN
G
IN
E
ER
STATEOFCA L I F O R NIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>
DATE PLOTTED =>
09:00
16-FEB-2012
CHECKED BY
DESIGNED BY
CALCULATED-
REVISED BY
DATE REVISED
PLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISOR
R
COPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R
00-00-00
USERNAME =>rpatel
DGN FILE =>SJ-10114-U05.dgn
RELATIVE BORDER SCALEIS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 08000204451BORDER LAST REVISED 7/2/2010
P O S T
A S P H
A S P H R I V - 6 0
R I V - 6 0
A S P H
A S P H
UV
UV
CONSTRUCTION AREA
R I V - 6 0
R I V - 6 0
2443.4
2441.7
2444.5
2442.4
2440.7
2437.8
2434.7
2416.5
2423.4
2418.7 2420.6 2422.6 2424.6
2416.6 2418.6 2420.5 2422.5 2424.8
2413.5 2418.7
2414.7
2423.52421.4
2425.7
2418.5
2415.7
2416.5
2419.4 2421.4
2426.6
2451.4
2426.7
2442.4
2450.4
2452.8
2451.5
2453.5
2450.6
2449.6
2440.6
2448.5
2450.7
2451.6
2452.6
2452.2
2450.6
2449.6
2448.7
2445.6
2444.6
2444.5
2446.5
2449.6
2451.6 2454.52452.4 2458.4
2463.6
2465.5 2467.5
2469.6
2459.5
2456.4
2454.4
2453.7
2455.9
2457.5
2459.6
2456.2
2460.5 2463.5
2461.5
2465.3
2463.9
2458.4 2453.2
2456.6
2455.3
2454.9
2453.7
2452.2
2446.3
2450.4 2460.5
2450.6
2454.5
2433.6
2430.5
2424.8
2426.5
2433.5 2436.3
2452.4
2454.6
2451.2
2426.6 2428.6 2430.6 2432.6 2434.5 2436.7 2438.8 2440.6 2426.5 2428.7 2430.6 2432.6 2434.6 2436.8 2438.7 2440.6 2439.22436.42433.22431.32429.22427.32425.2
2453.2
2453.7
2451.5
2433.62437.7
2417.2
2419.6
2421.4
2423.6
2426.4
2435.7
2446.4
2451.7
2441.7
2444.8
2454.3
2457.6
2458.72456.7
2453.6
2449.3
2457.4 2459.5
2455.7
2455.3
2442.8 2444.6 2446.6 2448.6 2450.6 2452.6 2454.6
2467.6
2442.6 2444.7 2446.7 2448.5 2450.6 2452.6 2454.6
2453.32451.32449.32447.32445.32443.42441.4
2456.5 2459.5 2463.3
2465.5
2467.5
2469.5
2470.7
2472.5
2474.6 2475.4
2473.4
2472.6
2469.7
2468.42466.3
2465.3
2463.6
2470.6
2445.6
2443.2
2448.4
2446.5
2458.6
2446.4
2468.72444.6
2472.4
2470.5
2465.72464.4
2459.5
2468.2
2473.5
2475.1
2474.6
2473.5
2473.6
2474.4 2474.3
2472.6
2473.62473.6
2471.6
2469.5
2470.5
2471.8
2470.7
2471.1
2472.1
2473.4
2474.4
2473.3
2474.4 2475.2
2474.7
2473.2 2471.4
2471.72472.12470.7
2456.6 2458.6 2460.6 2462.6 2464.6
2456.6 2458.7 2460.7 2462.6 2464.5
2455.3 2457.3 2459.4 2461.3 2463.5 2465.3
2474.7
2476.6
2473.5
2474.8
2472.5
2469.6
2469.5
2469.6
2459.4
2455.3
2473.3
40136329160.972284206.712439.94
A H EAD
STO P
STOP
STOP
STOP
STOP
AHEAD
STOP
AHEAD
3240091
8 7
3 9 0
3 9 5
1 6
7 4
2 3
465
470
9 1
8 6
7 2
3 09/30/13
JIMMY W.
SIMS
35458
TO
FR
O
M
1’ PUE FOR SCE
50’ PUE FOR SCE
PROP UTILITY Ease
PUMPSTATION Ease
PHONE
WATER AND
10’ Ease FOR
(BY OTHERS)
RELOCATE OVERHEAD Elect
15’ Ease FOR PIPELINE
EaseUTILITY
PROP
U-5
MATCH LINE (U-6)
MATCH LINE (U-3)
M A T C
H LI N E (U-7)
MATCH LINE (U-7)
MATCH LINE (U-4)
R /W
"A " L I N E
"WBL" LINE
"E B L " L I N E
"E B 2 " L I N E
"P" LINE "WB1" LINE
"W B 2 " L I N E
POTRERO Blvd
PLAN
UTILITY
SCALE: 1" = 50’
MATCH LINE (U-4)
M A T C H L I N E (U -4 )
R/
W
R /W
EB ROUTE 60
WB ROUTE 60
R /
W
R/W
2465
2465
2 4 6 5
24652460
2460
2 4
6 0
2460
2 4 6 0
2 4 6 0
2460
2460
2465
2465
2465
2465
24652465
2 4 6 5
2465
2465
2465
2 4 6 5
2465
2465
2 4 6 5
2465
2455
2455
2455
2455
2455
2455
2 4
5 5
2455
2 4 5 5
2455
2455
2455
2 4 5 0
2450
2450
2450
2450
2450
2 4 5
0 2 4 5 0
2 4 5 0
2 4 5 0
2 4 5 0
2450
2450
2460
2 4
6 0
2460
2475
2475
2 4 7 02470 2470
2470
24702470
2 4 7 0
2470
2 4 7 0
2 4 7 0
2470
2475
2 4 3 0
2 4 3 0
2430
2425 2430 2430
2430
2 4 3 0
2430
2430
2 4 3 0
2420
2420
2420
2420
2 4
2 0
2420
2425
2425
2425
2425
2425
2425
2425
2425
2445
2445
2445 2445
2445
24452445
2 4 4 0
2440
2445
2450
2 4 5 0
2450
2 4
5 0
2445
2445
2445
2 4 4 5
2445
2445
2445
2 4 4 5
2 4 4 5
24502450
2 4 3 5
24352435
2435
2 4 3 5
2435
2435
2435
2435
2435
2435
2435
2440
2440
2440
2 4 4 0
2440
2440
2440
2440
2 4 4 0
2440
2 4 4 0 2440
2470
2470
2450
2450
2 4 5 0
2 4 6 0
2450
2475 2475
2450
2455
2 4 5 5
2460
2455
2455
2455
2455
2 4 5 5
24602460
2460
2470
2 4 7 0
2470
2470
2 4 6 0
2415
2 4 1 5
2415
3 9 0 1 2 3 4 3 9 5 3 9 6 7 8 9 4 0 0 1 2 3
3 9 0
1 2 3 4 3 9 5 6 7 8 9 4 0 0 1 2 3
395 6 7 8
9 400
1 2
3 390 1 2 3 4 3 9 5 6 7 8
9 4 0 0
1 2
3 44056
NOTE:
APPROVED FOR UTILITY WORK ONLY
PROP OVERHEAD Elect
1. SEE NOTES, LEGEND, AND
ABBREVIATIONS ON SHEET U-1
2. FOR ACCURATE RIGHT OF WAY
DATA, CONTACT RIGHT OF WAY
ENGINEERING AT THE DISTRICT OFFICE.
(SEE Sht SS1-2)PROP 12" SS
SSFM TO REMAIN
Exist 12" AND 16"
B E A U M O N T
C I T Y O F
SAN JOSE, CA 95112
1960 ZANKER ROAD
MARK THOMAS & COMPANY, Inc.
CIVIL
60Riv08
CITY OF BEAUMONT
PLANNING DEPARTMENT
550 E. 6TH STREET
BEAUMONT, CA 92223
JOHN KENYON
28.3/29.8
JIMMY W. SIMS
BRIAN PANTALEONx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEETNo.TOTAL
SHEETS
LAST REVISION
STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS T E
RED P R O F E S S IO N A
LEN
G
IN
E
ER
STATEOFCA L I F O R NIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>
DATE PLOTTED =>
09:00
16-FEB-2012
CHECKED BY
DESIGNED BY
CALCULATED-
REVISED BY
DATE REVISED
PLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISOR
R
COPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R
00-00-00
USERNAME =>rpatel
DGN FILE =>SJ-10114-U06.dgn
RELATIVE BORDER SCALEIS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 08000204451BORDER LAST REVISED 7/2/2010 PIPE
PIPE
P I P E
PIPE
PIPE
2471.6
2478.5
2475.3
2474.5
2476.4
2474.7
2475.4
2478.7 2481.5
2482.3
2479.6
2481.4
2484.5
2483.8
2481.3
2476.6
2473.5
2473.32471.5 2475.3
2476.5
2478.7
2481.32479.6
2479.5
2476.5
2476.4
2477.5
2479.5
2480.5
2478.4
2477.7
2478.7
2474.6
2466.4
2462.5
2469.6
2472.3
2476.4
2476.8
2475.5
2468.5
2478.3
2471.32472.5
2475.7
2474.7
2477.5
2473.4
2476.5
2478.7
2478.8
2477.8
2478.2
2470.5
2481.7
2481.62480.2
2479.5
2478.5
2478.5
2477.5
2477.5
2476.5
2482.5
2482.4
2481.2
2481.4
2480.5
2479.5
2483.6 2482.4
2484.5
2486.8 2486.3
2482.4
2480.4
2483.4
2480.2 2479.8
2479.22480.5
2481.5
2482.7
2484.5
2483.4
2483.6
2487.7
2485.8
2481.4
2478.6
2477.52476.3
2475.3 2474.5
2473.6
2472.4
2471.4
2472.5 2474.4
2473.52470.6
2480.5
2479.6
2480.5
2477.4
2480.2
2481.5
2479.2
2478.8
2479.42480.6
2480.2
2481.72482.7
2479.7
2478.7
2477.6
2472.3
2481.6
2450.6 2449.4
2450.5
2467.6
2470.7
2473.5 2474.4
2472.5
2471.3
2450.2
2468.6
2475.2
2474.5
2471.3
2473.6
2485.8
2485.6
2484.6
2483.6
2483.4
2482.7
2482.3
2483.5
2484.5
2481.4
2480.5
2479.5 2481.5
2482.6 2483.7
2482.3 2483.3
2484.32484.2
2484.6
2482.9
2481.42480.4
2479.32478.2
2477.8
2475.3
2476.5
2474.7
2476.3
2476.5
2477.4
2479.6
2480.6
2482.4
2477.4
2477.3
2476.6
2474.5
2474.3
2475.62473.6
2472.6
2469.6
2465.1
2467.5
2462.2
2470.7 2472.6
2473.6
2474.4
2474.3
2474.2 2475.2
2475.6
2474.8
2473.2
2472.2
2471.62469.22471.52475.4
2474.5
2473.7
2463.3
2467.6
2461.6
2464.4
2466.6
2460.7
2457.5
2459.4
2464.7
2465.2
2468.42469.3
2463.4
2466.4
2469.3
2463.7
2474.8
2474.6
2474.8
2475.2
2475.6
2476.6
2476.8
2483.5
2482.6
2481.6
2480.6 2480.6
2479.6
2480.4
2479.3
2478.5
2477.3
2483.9
475
480
7 8
6 4
9 1
09/30/13
JIMMY W.
SIMS
35458
Exist GAS
Exist 15’ SS EASEMENT
PROP OVERHEAD Elect
PROP UTILITY Ease
APPROXIMATE EAST OF POTRERO BLVD)
60’ QUESTAR Ease AND PIPE CENTERLINE (Ease IS
T
CE
T
C
E
PROP UTILITY Ease
TCE T C E
T C E
Abn Exist 12" SSFM
Abn Exist 16" SSFM
Beg Abn Exist 16" SSFM
END REMOVE Exist 16" SSFM
Beg REMOVE Exist 16" SSFM
"P" +97.48, 16.13’ Rt
"P" +32.70, 15.98’ Rt
U-6
"W
K" LINE
"P" LINE
"WK" LINE
M A T C H L I N E (U -5 )
MATCH LINE (U-7)
R/W
R/WR/W
R /W
UTILITY PLAN
SCALE: 1" = 50’
CITY R/W
CITY R/W
R/W
POTRERO Blvd
WESTERN KNOLLS Ave
2 4 6 5
2465
2 4 6 5
2465
2465
2465
2465
2465
2465
2465
2 4 6 5
2 4 6 5
2465
2465
2465
2465
2465
2460
2455
2455
2455
2460
2460
2460
2 4 8 0
2480
2480 2480
2 4 8 0 2 4 8 0
2 4 8 5
2485
2485
2 4
8 5
247024702470
2470
24702470
2 4 7 0
2470
2470
2470
2470
2470
24702470
2470
2475
2 4 7 5
2 4 7 5
2475
2 4 7 5
2 4 7 5
2475
2475
2475
2 4
7 5
2475
2475
2475
2470
2470
2475
2480
2475
2475
2480
2 4 8 0
2475
24 8
0 2475
2470
2470
2470
2 4
7 0
2475
2475
2475
2470
2475
2 4 5 0
2450
2 4
5 0
2 4 5 5
2455
2455
2455
2455
2480
2 4 8 0
2 4 8 0
2480
2 4 8 0
2 4 8 5
2485
2485
2480
2480
2 4 5 5 24602460
2 4 6 0
2460
2460
24702470
2 4 6 0
2460
2 4 6 0
5 4
7 6
21 3
3 2
9 8
1 10
Exist OVERHEAD Elect
APPROVED FOR UTILITY WORK ONLY
NOTE:
1. SEE NOTES, LEGEND, AND ABBREVIATIONS ON SHEET U-1
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
2. FOR ACCURATE RIGHT OF WAY DATA, CONTACT
Elect (BY OTHERS)RELOCATE OVERHEAD
(SEE Sht SS1-2)PROP 12" SS
& 16" SSFM
Abn Exist 12"
Exist ABANDONED 8" SS
C O U N T Y
R I V E R S I D E
B E A U M O N T
C I T Y O F
SAN JOSE, CA 95112
1960 ZANKER ROAD
MARK THOMAS & COMPANY, Inc.
CIVIL
60Riv08
CITY OF BEAUMONT
PLANNING DEPARTMENT
550 E. 6TH STREET
BEAUMONT, CA 92223
JOHN KENYON
28.3/29.8
JIMMY W. SIMS
BRIAN PANTALEONx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEETNo.TOTAL
SHEETS
LAST REVISION
STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS T E
RED P R O F E S S IO N A
LEN
G
IN
E
ER
STATEOFCA L I F O R NIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>
DATE PLOTTED =>
09:00
16-FEB-2012
CHECKED BY
DESIGNED BY
CALCULATED-
REVISED BY
DATE REVISED
PLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISOR
R
COPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R
00-00-00
USERNAME =>rpatel
DGN FILE =>SJ-10114-U07.dgn
RELATIVE BORDER SCALEIS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 08000204451BORDER LAST REVISED 7/2/2010
P I P E
P O S T
A S P H
A S P H
A S P H
A S P H
POST
R I V - 6 0
P O S T
A S P H
A S P H
RIV - 60
2474.5
2473.4
2472.7
2472.4
2471.8
2471.2
2471.6
2470.7
2466.8 2468.7
2466.6 2468.6
2465.3 2467.3 2469.3
2471.4
2473.6
2474.7
2476.7
2477.6
2476.5
2476.4
2475.62476.62478.62477.6
2475.3
2473.12473.6
2472.7
2473.8
2474.5
2474.4
2471.5 2476.4
2470.6
2470.7 2472.6 2474.6 2476.6 2478.6 2480.7
2472.6 2474.6 2476.5 2478.6 2480.7
2471.4 2473.3 2475.3 2477.3 2479.3
2471.3
2471.7
2472.8 2473.1 2474.5 2475.4 2476.2
2475.32473.52472.4
2471.7
2472.8
2473.4
2473.6
2474.6
2475.6
2477.8
2475.6
2476.8
2476.5
2472.1
2473.7
2474.4
2474.3
2474.6
2476.8
2476.7
2476.6
2475.5
2475.4
2477.6
2477.5
2478.4
2478.4
2477.4
2478.5
2477.5
2476.82475.5
2476.8
2476.3
2475.62475.2
2474.9
2474.5
2474.5
2478.2
2477.8
2474.4
2473.5
2471.3 2478.7
2478.4
2479.6
2479.9
2480.5
2480.5
2481.8
2481.5
2481.2
2482.6
2482.5
2482.6
2483.7
2484.7
2484.3
2485.1
2487.7
2486.5
2488.3
2481.3
2480.82479.6
2479.8
2479.4
2478.6
2480.2
2481.7
2482.5
2483.6
2484.3
2488.4
2488.4
2489.1
2482.5
2483.4
2481.5
2480.1
2479.3
2477.6
2478.6
2478.4 2481.5
2481.5
2480.7
2482.7
2483.5 2485.5
2486.3
2487.5
2481.1
2485.2
2482.6 2484.5 2486.6 2488.6 2490.5
2482.6 2484.5 2486.6 2488.6 2490.6
2481.2 2483.3 2485.3 2487.4 2489.3
2479.4 2481.8 2485.5 2486.7 2488.5
2488.6
2486.5
2484.6
2483.6
2482.6
2481.5
2479.4
2478.6
2477.3
2479.6
2485.5 2489.4
2490.4
2492.3
2493.32490.32489.6
2474.5
2492.5 2494.6 2496.5 2498.5 2500.6
2492.6 2494.6 2496.6 2498.6 2500.6
2491.3 2493.3 2495.2 2497.3 2499.3 2501.2
2488.3
2490.6
2491.4 2493.6 2495.6 2498.5
2486.3 2488.6
2490.8
2491.7 2493.4 2495.5
2498.6
2496.5
2495.7
2494.3
2493.8
2491.5
2490.3
2489.6
2488.8
2487.3
2487.4
2489.4
2491.3
2492.6
2492.7
2494.4
2496.5
2495.6
2497.4
2498.6
2499.6
2499.5
2487.8
2487.5 2486.7
2486.5
2490.4
2491.4
2492.5
2491.7 2494.4
2495.6
2495.5
2497.5
2498.8
2497.4
2490.7
2499.4
2489.5
2473.3
2473.4
2475.62475.4
2476.6
2477.6
2474.4
7 864
9 4 6312410415
4 0 5
09/30/13
JIMMY W.
SIMS
35458
TOFR
O
M
OF POTRERO BLVD)
IS APPROXIMATE EAST
PIPE CENTERLINE (Ease
60’ QUESTAR Ease AND
PROP UTILITY Ease
Elect (BY OTHERS)
RELOCATE OVERHEAD
Exist GAS
FROM
TO
U-7
R /W
MATCH LINE (U-6)
M A T C
H LI N E (U-5)
MATCH LINE (U-5)
MATCH LINE (U-8)
MATCH LINE (U-8)
"W
K" LINE
"A" LINE
"E B 2 " L I N E
"WB 1 " L I N E
R/W
WE S T E R N K N O L L S A v e
UTILITY PLAN
SCALE: 1" = 50’
EB ROUTE 60
WB ROUTE 60
R/W
CITY R/W
R/W
CITY
2465
2465
2470
2470
2465
2465
2465
2465
24602460
2460
2455
2 4 5 5 2480
2480
2480
2 4 8 0
2480
2 4 8 0
2480
2480
2480
2 4 8 0
2 4 8 0
2480
2 4 7 5
2475
2475
2475
2475
2475
2475
2475
2475
2475
2 4 7 5
2 4 8 0
2 4 8 5
2 4 8 5
2485 24852490
24902485
2480
2 4 8 0
2485
2485
2485
2 4 8 5
2 4 8 5
2485
2485
2470
2470
2 4 7 0
2470
2470
2470
2 4 7 0
2475
2475
2475
2 4 7 5
2475
2475
2475
2 4 7 5
2 4 9 0
2 4 9 5
2495
2495
2 4 9 5
2495
2495
2495
2490
2490
2 4 9 0
2490
2490
2490
2490
2490
2490
2500
2500
2 5 0 0
2480
4 4 0 5 6 7 8 9 4 1 0 1 2 3 4 4 1 5 6 74
4 4 0 5
6 7 8 9 4 1 0 1 2 3 4 4 1 5
1 20
3 2
7 6
9 8
254 6
15 4
Exist 8" GAS
NOTE:
1. SEE NOTES, LEGEND, AND ABBREVIATIONS ON SHEET U-1
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
2. FOR ACCURATE RIGHT OF WAY DATA, CONTACT
APPROVED FOR UTILITY WORK ONLY
Elect (BY OTHERS)
RELOCATE OVERHEAD
ElectExist OVERHEAD
Exist 12" & 16" SSFM
8" SSExist ABANDONED
B E A U M O N T
C I T Y O F
SAN JOSE, CA 95112
1960 ZANKER ROAD
MARK THOMAS & COMPANY, Inc.
CIVIL
60Riv08
CITY OF BEAUMONT
PLANNING DEPARTMENT
550 E. 6TH STREET
BEAUMONT, CA 92223
JOHN KENYON
28.3/29.8
JIMMY W. SIMS
BRIAN PANTALEONx
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEETNo.TOTAL
SHEETS
LAST REVISION
STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS T E
RED P R O F E S S IO N A
LEN
G
IN
E
ER
STATEOFCA L I F O R NIA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>
DATE PLOTTED =>
09:00
16-FEB-2012
CHECKED BY
DESIGNED BY
CALCULATED-
REVISED BY
DATE REVISED
PLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISOR
R
COPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R
00-00-00
USERNAME =>rpatel
DGN FILE =>SJ-10114-U08.dgn
RELATIVE BORDER SCALEIS IN INCHES
0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 08000204451BORDER LAST REVISED 7/2/2010
P I P E
P I P E
POST
P O S T
A S P H
A S P H
A S P H
A S P H
UV
POST
POST
R I V - 6 0
R I V - 6 0
W E S T E R N K N O L L S A V E N U E
2502.5
2499.3
2501.2
2498.5
2498.6
2499.6
2499.5
2498.8
2499.4
2499.3
2500.3
2501.3
2502.9
2502.5
2503.5
2505.6
2509.7
2508.52505.6
2504.7
2501.4
2503.2
2505.4
2506.5
2508.5 2508.8
2508.3
2508.5
2508.5
2508.3
2506.7
2505.2
2503.5
2500.6
2501.4
2501.4 2504.3 2507.5
2500.5 2504.5
2505.4
2507.6
2510.7
2509.3
2510.8
2509.7
2510.7
2500.4
2501.7
2503.5
2504.4 2506.5
2504.6
2508.52502.3
2499.4 2502.4
2502.6
2502.7
2504.5 2506.5 2508.6 2510.5 2512.6
2504.6 2506.6 2508.7 2510.7 2512.6
2503.2 2505.5 2507.3 2509.4 2510.6
2501.6
2504.6
2506.3 2510.6 2514.3 2516.5
2511.6
2518.42517.62506.5
2502.5
2499.8
2520.6
2503.5
2501.6
2500.6 2505.5
2506.2
2511.6
2513.6
2512.42508.5
2517.5
2521.6
2522.6
2524.3
2523.3
2501.7
2504.7
2505.4
2507.6
2508.4
2510.6
2511.5
2514.6
2514.5
2516.4
2523.8
2525.6
2525.5
2526.5
2527.3
2529.4
2541.4
2541.5
2542.4
2540.5
2539.62538.4
2538.5
2538.62533.52528.5
2529.5
2533.5
2532.5
2520.7
2522.5
2524.4
2519.7
2516.5
2513.2
2523.3
2529.6 2536.4
2541.8
2543.6
2543.4
2516.3
2514.5 2516.6 2518.6 2520.5 2522.7
2514.5 2516.6 2518.6 2520.4 2522.4
2512.5 2514.4 2516.3 2518.4 2520.4 2522.3
2511.6
2512.5
2515.6
2510.4
2509.6
2512.6
2514.4
2515.7
2518.7
2521.6
2523.5
2528.5
2535.6
2536.8
2518.4 2521.7 2526.5 2530.6 2533.5
2537.4
2531.6
2526.4
2518.42515.5
2513.2
2511.7
2509.6
2510.5
2511.5
2512.7
2512.4
2514.5
2516.6
2518.5
2520.4
2522.6
2524.4
2524.7
2527.4
2525.5
2515.6
2514.2 2518.7
2510.8
2512.4
2516.5
2517.5
2522.6
2520.5
2524.3
2525.6
2527.6
2527.5
2532.4 2533.6
2532.7
2530.4
2531.6
2533.4
2529.4
2536.7
2534.2
2535.3
2535.1
2535.8
2533.3
2533.5
2536.7
2537.7
2539.1
2538.8
2538.3
2537.5
2536.4
2537.2
2536.3
2535.6
2538.6
2537.5
2536.6
2537.3
2536.6
2533.6
2537.4
2524.2 2526.4 2528.4 2530.5 2532.3
2524.6
2524.6 2526.7 2528.5 2530.5 2532.7
2526.5 2528.7 2530.7 2532.7
2533.3
2538.32539.6
2538.7
2539.3
2541.4
2540.6
2542.2
2542.7
2537.6 2536.5
2535.52537.7
2538.5
2541.4
2541.8 2539.8
2536.6
2533.5
2533.8
2531.2
2536.5
2533.9
2534.2
2531.5
2530.3
2529.2
2528.4
2538.62540.1
2531.52530.3
2529.5
2532.5
2533.5
2532.8
2531.5
2530.6
2530.2
2530.7
2529.5
2534.6 2536.7 2537.8
2534.6 2536.7 2537.7
2533.3 2535.4
2537.6
2535.4
2533.5
2536.2
2536.4
2536.4
2537.5
2537.4
2539.8 2539.7
2536.3
2538.7
2542.5
2542.7
2541.5
2540.6
2540.1
2541.9
P O S T
P O S T
POST
POST
POST
TANK
P I P E
40126332404.01
2284154.372530.39
09/30/13
JIMMY W.
SIMS
35458
TOFRO
M
POLE LINES
10’ Ease FOR
2, 32’ RECIPROCAL ACCESS Ease
15’ WELL SITE Ease
U-8
MATCH LINE (U-7)
MATCH LINE (U-7)
"WK" LINE
"A" LINE
WE S T E R N K N O L L S A v e R/W
PLAN
UTILITY
SCALE: 1" = 50’
EB ROUTE 60
WB ROUTE 60
CITY R/W
R /W R/W
R/W
CITY R/W
2 4
8 0
2485
2490
2490
2540
2540
2 5
4 0
2505
2505
2 5 0 5
2505
2 5 0 5
2 5 0 5
2505
2510
2 5 1 0
2510
2510
2510
2510
2510
2510
2520
2515
2515
2515
2515
2515
2515
2515
2515
2 4 9 5
2495
2505
2505
2500
2500
2500
2500
2500
2500
2500
2535
2 5 3 5
2535
2535
2535
2535
2535
2535
2 5 3 5
2 5 3 5
2 5 3 5
2535
2535
2 5 3 5
2535
2535
2525
2525
2525
2 5 2 5
2 5 2 5
2 5
2 5
2525
2525
2525
25252525
2520
2520
2520
25202520
2520
2 5
2 0
2 5 2 0
2525
2 5
3 0
2 5 3 0
2 5 3 0
2530
2530
2 5
3 0
2530
2530
2 5 3 0
2530
2 5 3 0
2530
2530
2 5 3 0
2530
2 5 4 0
2 5 4 0
2 5
4 0
2540
2540
2540
2535
2535
2 5 3 5
8 9 4 2 0 1 2 3 4 4 2 5 6 7 8 9 4 3 0 1 2
98 1307
08‐RIV‐60‐PM 28.03/30.42
EA 341400
PN 0800000612
RU 2232
Local Funds 800.100
February 2013
ATTACHMENT U
INTERIM IMPROVEMENTS EXHIBIT
08‐RIV‐60‐PM 28.03/30.42
EA 341400
PN 0800000612
RU 2232
Local Funds 800.100
February 2013
Not to Scale
Limits of Interim
Improvements
Construct Acceleration and Deceleration
Lane along westbound SR‐60 at Western
Knolls Avenue (West)
ATTACHMENT U
INTERIM IMPROVEMENTS EXHIBIT
08‐RIV‐60‐PM 28.03/30.42
EA 341400
PN 0800000612
RU 2232
Local Funds 800.100
February 2013
ATTACHMENT V
FINAL ENVIRONMENTAL DOCUMENT
Cover Page
Signed Title Page
Signed FONSI
Signed Mitigated Negative Declaration
New
Interchange
Location
Project Limits – On SR‐60 starting 317
feet east of Jack Rabbit Trail and
ending 106 feet west of the I‐10/SR‐60
Junction
State Route 60/Potrero Boulevard
New Interchange Project
CITY OF BEAUMONT, RIVERSIDE COUNTY, CALIFORNIA
DISTRICT 8 – RIV – 60 PM 28.03/30.42
EA 08‐341400/PN 0800000612
Initial Study with Mitigated Negative Declaration/
Environmental Assessment with Finding of No Significant Impact
Prepared by the
State of California Department of Transportation
The environmental review, consultation, and any other action required in accordance with applicable Federal laws for this project is being, or has been, carried out by Caltrans under its assumption of responsibility pursuant to 23 U.S.C. 327.
March 2013
Attachment 2. Performance Metrics Form
Trade Corridor Enhancement Program
Existing Average Annual Vehicle Volume on Project
Segment
2,301,209
Existing Average Annual Truck Percent on Project
Segment
7.99%
Estimated Year 20 Average Annual Vehicle Volume on
Project Segment with Project
3,249,471
Estimated Year 20 Average Annual Truck Percent on
Project Segment with Project
6.17%
Measure Metric Project
Type Build Future
No Build Change Increase/
Decrease
Congestion
Reduction (Freight) Change in Daily Vehicle
Hours of Delay
All 20,285 21,762 -1,477 Decrease
Change in Daily Truck Hours of
Delay
All (except
rail)
1,257.67 1,305.72 -48.05 Decrease
(Optional) Person Hours of Travel
Time Saved
All 155,675,972 168,395,232 -12,719,260 Decrease
(Optional) Daily Truck Trips
Due to Mode Shift
Rail, Sea Port
(Optional) Daily Truck Miles
Travelled Due to Mode Shift
Rail, Sea Port
(Optional) Other Information All
Throughput (Freight) Change in Truck Volume Highway,
road, and port
projects only
200,512 192,442 8,070 Increase
California Transportation Commission
2022 Trade Corridor Enhancement Program Guidelines August 2022 46 Change in Rail Volume Rail
(Optional) Change in Cargo
Volume
Sea port,
airport
(Optional) Other Information All
System Reliability
(Freight)
Truck Travel Time Reliability
Index (“No Build” Only)
(Optional Metric)
National and
State
Highway
System Only
(Optional) Other Information All
Velocity (Freight) Travel time or total cargo
transport time
All 6,715.6 6,895.1 -179.5 Decrease
(Optional) Change in
Average Peak Period
Weekday Speed for Road
Facility
Road
(Optional) Average Peak
Period Weekday Speed for
Rail Facility
Rail
(Optional) Other Information All
Air Quality Particulate Matter (PM 10) All 30.3 29.8 0.5 Increase Particulate Matter (PM 2.5) 28.8 28.4 0.5 Increase
Carbon Oxide (CO2) 3,051,527 3,054,042 -2,515 Decrease
Volatile Organic Compounds
(VOC) 4,283.7 4,227.3 56.4 Increase
Sulphur Oxides (SOx) 30.15 30.18 -0.03 Decrease
Carbon Monoxide (CO) 48,600 48,172 427 Increase
Nitrogen Oxides (NOx) 5,573.8 5,494.3 79.5 Increase
Safety Number of Fatalities Road and 0 0 0
California Transportation Commission
2022 Trade Corridor Enhancement Program Guidelines August 2022 47 Rate of Fatalities per 100 Million
VMT
Land Port 0 0 0
Number of Serious Injuries 1.9 8.2 -6.3 Decrease
Number of Serious Injuries per 100
Million VMT
0.57 0.98 -0.41 Decrease
(Optional) Number of Non-
Motorized Fatalities and Non-
Motorized Serious Injuries
(Optional) Other Information All
Cost Effectiveness Cost Benefit Ratio All 3.41
(Optional) Other Information All
Economic
Development
Jobs Created All 625
(Optional) Other Information All
2022 Trade Corridor Enhancement Program Reference No.: 4.5 June 28-29, 2023 Program of Projects - Projects Recommended for Funding ATTACHMENT B Resolution G-22-46 (1,000s)
Project Title Type County Region Caltrans/
Local State Regional Total TCEP 2023-24 2024-25 R/W Const PS&E R/W Sup Con Sup Total Project Cost
America's Green Port Gateway: Pier B Early Rail Enhancements Project - East Expansion
Rail Los Angeles Los Angeles/Inland Caltrans $ 14,934 $ 22,401 $ 37,335 $ 37,336 $ -$ -$ 35,407 $ -$ -$ 1,929 $ 69,363 America's Green Port Gateway: Pier B Early Rail Enhancements Project - Locomotive
Rail Los Angeles Los Angeles/Inland Caltrans $ 13,243 $ 19,864 $ 33,107 $ 33,106 $ -$ -$ 32,015 $ -$ -$ 1,091 $ 57,654 East Otay Mesa Land Port of Entry - Segment 3 Border San Diego San Diego/Border Caltrans $ 27,840 $ 57,960 $ 85,800 $ 85,800 $ -$ -$ 85,800 $ -$ -$ -$ 532,154 CVEF Design and Construction - Segment 2C Border San Diego San Diego/Border Caltrans $ 54,200 $ -$ 54,200 $ 54,200 $ -$ -$ 54,200 $ -$ -$ -$ 61,700 Westbound I80 Cordelia Commercial vehicle Enforcement Facility Border Solano Bay Area/Central Valley Caltrans $ 51,600 $ 77,400 $ 129,000 $ -$ 129,000 $ -$109,000 $ -$ -$ 20,000 $ 243,270 I-5/SR 15/Harbor Drive 2.0 HWY San Diego San Diego/Border Caltrans $ 6,500 $ -$ 6,500 $ 6,500 $ -$ -$ -$ 6,500 $ -$ -$ 68,400 SR-15 Operational Improvements HWY San Diego San Diego/Border Caltrans $ 6,900 $ 5,100 $ 12,000 $ 12,000 $ -$ 5,500 $ -$ 6,500 $ -$ -$ 62,800 I-10 Corridor Freight and Managed Lane Project HWY San Bernardino Los Angeles/Inland Local $ -$ 85,000 $ 85,000 $ 85,000 $ -$ -$ 77,992 $ -$ -$ 7,008 $ 806,000 Tulare Six Lane and Paige Ave HWY Tulare Bay Area/Central Valley Caltrans $ 14,788 $ 22,181 $ 36,969 $ 36,969 $ -$ 32,417 $ -$ -$ 4,552 $ -$ 238,143 Green Power Microgrid Project - Substations/BESS ZE Alameda Bay Area/Central Valley Caltrans $ 12,382 $ 18,573 $ 30,955 $ 1,948 $ 29,007 $ -$ 29,007 $ 1,948 $ -$ -$ 44,221 Green Power Microgrid - EV Chargers ZE Alameda Bay Area/Central Valley Caltrans $ 2,846 $ 4,269 $ 7,115 $ 7,115 $ -$ -$ 6,435 $ 680 $ -$ -$ 5,092 Green Power Microgrid - Solar ZE Alameda Bay Area/Central Valley Caltrans $ 1,426 $ 2,139 $ 3,565 $ 294 $ 3,271 $ -$ 3,271 $ 294 $ -$ -$ 10,163 Fresno UPRR Double Track Rail Stanislaus Bay Area/Central Valley Caltrans $ 16,000 $ 24,000 $ 40,000 $ -$ 40,000 $ -$ 30,485 $ 2,865 $ -$ 6,650 $ 133,400 I-605 Valley Boulevard Interchange Improvements HWY Los Angeles Los Angeles/Inland Local $ -$ 33,570 $ 33,570 $ 33,570 $ -$ -$ 33,570 $ -$ -$ -$ 53,280 SR 91 Operational and Multimodal Improvements HWY Orange Los Angeles/Inland Local $ -$ 42,566 $ 42,566 $ 42,566 $ -$ -$ 42,566 $ -$ -$ -$ 107,670 Rt 49 Corridor Improvement HWY Nevada Other Local $ -$ 14,615 $ 14,615 $ -$ 14,615 $ -$ 14,615 $ -$ -$ -$ 33,100 EV Oasis South ZE Kern, San Bernardino, Riverside Los Angeles/Inland/Bay Area Central Valley
Caltrans $ 28,095 $ -$ 28,095 $ 8,027 $ 20,068 $ -$ 28,095 $ -$ -$ -$ 40,136 Southern California Hydrogen Fueling Stations - Phase 1 ZE San Bernardino, Riverside, Los Angeles, San Diego
Los Angeles/Inland/San
Diego/Border
Caltrans $ 13,150 $ -$ 13,150 $ 13,150 $ -$ -$ -$ -$ -$ 13,150 $ 33,347 Southern California Hydrogen Fueling Stations - Phase 2 ZE San Bernardino, Riverside, Los Angeles, San Diego
Los Angeles/Inland/San
Diego/Border
Caltrans $ 10,300 $ -$ 10,300 $ 10,300 $ -$ -$ -$ -$ -$ 10,300 $ 26,889 Southern California Hydrogen Fueling Stations - Phase 3 ZE San Bernardino, Riverside, Los Angeles, San Diego
Los Angeles/Inland/San
Diego/Border
Caltrans $ 18,450 $ -$ 18,450 $ 18,450 $ -$ -$ -$ -$ -$ 18,450 $ 44,314 I-710 Integrated Corridor Management (ICM) HWY Los Angeles Los Angeles/Inland Caltrans $ 11,140 $ 16,700 $ 27,840 $ -$ 27,840 $ -$ 27,840 $ -$ -$ -$ 40,150 I-5 Managed Lanes HWY Sacramento Bay Area/Central Valley Local $ -$ 10,000 $ 10,000 $ 10,000 $ -$ -$ -$ 10,000 $ -$ -$ 383,360 Southbound 99 to Westbound 58 Connector HWY Kern Bay Area/Central Valley Local $ -$ 9,380 $ 9,380 $ -$ 9,380 $ 6,580 $ -$ 1,750 $ -$ 1,050 $ 13,400 Fix 5 Cascade Gateway HWY Shasta/Tehama Other Caltrans $ 53,912 $ 16,937 $ 70,849 $ 450 $ 70,399 $ -$ 62,919 $ 450 $ -$ 7,480 $ 82,611 I-80 San Pablo Dam Road Interchange Improvements HWY Contra Costa Bay Area/Central Valley Caltrans $ 9,600 $ 10,100 $ 19,700 $ 19,700 $ -$ 15,600 $ -$ 4,100 $ -$ -$ 112,000 SR 4 Wagon Trail Realignment HWY Calaveras Other Local $ -$ 5,250 $ 5,250 $ -$ 5,250 $ 5,250 $ -$ -$ -$ -$ 56,000 Sacramento County WattEV Innovative Freight Terminal ZE Sacramento Bay Area/Central Valley Local $ -$ 33,688 $ 33,688 $ 1,018 $ 32,670 $ -$ 32,670 $ 1,018 $ -$ -$ 61,850 SR 60 Potrero Boulevard Interchange HWY Riverside Los Angeles/Inland Local $ -$ 33,500 $ 33,500 $ -$ 33,500 $ -$ 33,500 $ -$ -$ -$ 50,000 TOWN Rail Safety Improvements Rail Alameda Bay Area/Central Valley Local $ -$ 30,200 $ 30,200 $ 2,833 $ 27,367 $ -$ 23,274 $ 2,833 $ -$ 4,093 $ 59,005 Maritime Support Facility Access – Terminal Island HWY Los Angeles Los Angeles/Inland Caltrans $ 5,974 $ 8,962 $ 14,936 $ -$ 14,936 $ -$ 13,044 $ -$ -$ 1,892 $ 39,670 US 395 – Phase 2 Freight Mobility and Safety Project-CON Mainline HWY San Bernardino Los Angeles/Inland Local $ -$ 30,000 $ 30,000 $ 30,000 $ -$ -$ 30,000 $ -$ -$ -$ 74,583 US 395 – Phase 2 Freight Mobility and Safety Project- CON Zero Emission
HWY San Bernardino Los Angeles/Inland Local $ -$ 5,000 $ 5,000 $ 5,000 $ -$ -$ 5,000 $ -$ -$ -$ 5,000 $ 81,094 Five Cities Multimodal Transportation Network Enhancement Project HWY San Luis Obispo Central Coast Local $ 49,666 $ 11,628 $ 61,294 $ -$ 61,294 $ -$ 52,411 $ -$ -$ 8,883 Shell Beach Road Shared Use Path Extension HWY San Luis Obispo Central Coast Local $ -$ 4,137 $ 4,137 $ 508 $ 3,629 $ -$ 2,268 $ 508 $ -$ 1,361 $ 4,355 Grant Line Road Safety Freight Mobility HWY Sacramento Bay Area/Central Valley Local $ -$ 3,000 $ 3,000 $ 3,000 $ -$ -$ -$ 3,000 $ -$ -$ 47,859 Total $ 422,946 $ 658,120 $ 1,081,066 $ 3,782,033
Beginning Fund
Balance
FY 2023
Estimated
Revenues
FYTD 2023 Actual
Revenues %
FY 2023
Budgeted
Expenditures
FYTD 2023
Actual
Expenditures
%T/D Ending Fund
Balance
564 RECYCLED WATER DIF 4,140,089.02 442,851.00 35,556.13 8% 2,100,000.00 ‐ 0% 4,175,645.15 600 INTERNAL SERVICE FUND 7,402,606.27 1,814,483.00 ‐ 0% 4,856,751.00 49,548.58 1% 7,353,057.69 700 WASTEWATER 7,487,759.06 13,422,801.00 9,778.35 0% 13,603,377.00 253,540.04 2% 7,243,997.37 705 WASTEWATER DIF 9,807,222.30 2,172,351.00 71,160.29 3% 2,700,000.00 ‐ 0% 9,878,382.59 710 WASTEWATER CAPITAL PRO 107,249,189.60 12,456,153.00 5.70 0% 12,456,152.00 (15,888.46) 0% 107,265,083.76 750 TRANSIT 328,423.10 2,993,669.00 451,500.10 15% 2,993,669.00 182,700.27 6% 597,222.93 760 TRANSIT CAPITAL PROJECTS 2,728,536.28 10,650,833.00 ‐ 0% 10,650,833.00 ‐ 0% 2,728,536.28 TOTALS 139,143,825.63 43,953,141.00 568,000.57 1% 49,360,782.00 469,900.43 1% 139,241,925.77 PROPRIETARY/ENTERPRISE FUNDS
*Beginning Balances are not final until the prior fiscal year is closed.
Beginning Fund Balance
FY 2024 Budgeted
Revenues
FYTD 2024 Actual
Receipts %FY 2024 Budgeted
Expenditures
FYTD 2024 Actual
Disbursements %T/D Ending Fund
Balance
100 GENERAL FUND 27,867,565.42 67,789,803.00 2,446,592.58 4% 67,789,803.00 3,988,993.06 6% 26,325,164.94 120 SELF INSURANCE 6,329,219.38 ‐ ‐ 0%‐ 15,247.75 0% 6,313,971.63 200 GAS TAX 346,582.27 1,566,996.00 121,845.72 8% 1,566,996.00 ‐ 0% 468,427.99 201 SB1 2,329,870.55 1,353,950.00 168.77 0% 900,840.00 ‐ 0% 2,330,039.32 202 MEASURE A 2,780,221.98 743,600.00 ‐ 0% 616,800.00 ‐ 0% 2,780,221.98 205 AQMD 249,545.23 72,300.00 ‐ 0%‐ ‐ 0% 249,545.23 210 PEG 35,714.17 19,238.00 ‐ 0% 14,630.00 559.12 4% 35,155.05 215 CDBG/GRANTS 278,536.32 2,430,000.00 437.95 0% 2,476,343.00 ‐ 0% 278,974.27 220 COPS 535,930.60 159,459.00 ‐ 0% 71,168.00 ‐ 0% 535,930.60 225 ASSET SEIZURES (STATE) 293,453.36 ‐ 24.27 0%‐ ‐ 0% 293,477.63 230 ASSET SEIZURES (FEDERAL) 59,719.24 ‐ 0.58 0%‐ ‐ 0% 59,719.82 240 OTHER FUNDS 411,641.73 52,839.00 569.70 1% 52,839.00 1,075.00 2% 411,136.43 250 CFD‐ADMIN (67,067.62) 1,802,415.00 ‐ 0% 1,802,415.00 15,000.08 1% (82,067.70) 255 CFD‐MAINT SVCS 3,229,516.61 3,950,426.00 ‐ 0% 4,500,426.00 ‐ 0% 3,229,516.61 260 CFD‐PUBLIC SAFETY 763,341.34 1,086,506.00 ‐ 0% 1,086,506.00 ‐ 0% 763,341.34 500 GENERAL CAPITAL PROJECTS 35,247,327.51 57,179,719.00 257.21 0% 57,179,719.00 629.26 0% 35,246,955.46 510 CFD CAPITAL PROJECTS 13,314,265.99 1,058,869.00 ‐ 0% 2,800,000.00 ‐ 0% 13,314,265.99 550 DIF 6,728.22 ‐ ‐ 0%‐ ‐ 0% 6,728.22 552 BASIC SERVICES DIF 1,791,012.59 238,218.00 5,764.45 2%‐ ‐ 0% 1,796,777.04 554 GENERAL PLAN DIF 231,129.48 27,953.00 570.00 2%‐ ‐ 0% 231,699.48 555 RECREATIONAL FACILITIES DIF 2,500,479.58 391,556.00 8,922.87 2%‐ ‐ 0% 2,509,402.45 556 TRAFFIC IMPACT DIF 1,864,865.82 174,068.00 3,509.01 2% 150,000.00 ‐ 0% 1,868,374.83 558 RAILROAD CROSSING DIF 2,963,580.19 195,490.00 3,770.95 2%‐ ‐ 0% 2,967,351.14 559 POLICE FACILITIES DIF 1,856,318.52 282,666.00 6,761.67 2%‐ 0% 1,863,080.19 560 FIRE STATION DIF 5,799,822.34 354,691.00 31,947.83 9%‐ ‐ 0% 5,831,770.17 562 ROAD AND BRIDGE DIF 11,962,567.03 1,388,471.00 31,947.83 2% 1,720,000.00 ‐ 0% 11,994,514.86 566 EMERGENCY PREPAREDNESS DIF 806,387.02 344,446.00 8,113.93 2%‐ ‐ 0% 814,500.95 567 COMMUNITY PARK DIF 2,987,066.06 624,440.00 ‐ 0%‐ ‐ 0% 2,987,066.06 568 REGIONAL PARK DIF 1,993,087.75 ‐ ‐ 0%‐ ‐ 0% 1,993,087.75 569 NEIGHBORHOOD PARK DIF 3,776,516.36 756,574.00 ‐ 0%‐ ‐ 0% 3,776,516.36 570 PASS THROUGH DIF ‐ ‐ TOTALS 132,544,945.04 144,044,693.00 2,671,205.32 2% 142,728,485.00 4,021,504.27 3% 131,194,646.09 GOVERNMENTAL FUNDS
Staff Report
TO: City Council
FROM: Kyle Warsinski, Economic Development Manager
DATE September 5, 2023
SUBJECT: New Resident Information
Description Details on providing new residents with business information.
Background and Analysis:
For the past few years, the Beaumont Chamber of Commerce has established and grown in its New Resident Welcome Bag program. The welcome bag contains various items from Chamber member businesses to inform new residents of goods an d services available to them locally. Local businesses, non -profits, religious institutions, and the San Gorgonio Pass Hospital contribute to the welcome bag. The welcome bag also includes a city map, capital improvement plan brochure, and the City’s imp ortant phone number magnets.
New residents should also be encouraged to visit the new Economic Development website, beaumontcabusiness.gov, for news on new businesses, various business and entrepreneur programs, downtown incentive programs, updates on the downtown revitalization plan and business spotlights.
Fiscal Impact:
The estimated cost to prepare this report is $133.
Recommended Action:
Receive and file the report.
www.hdlcompanies.com | 888.861.0220
Q1 2022*
Q1 2023*
Legend
$0
$500,000
$1,000,000
$1,500,000
$2,000,000
$2,500,000
$3,000,000
$3,500,000
$4,000,000
$4,500,000
SALES TAX BY MAJOR BUSINESS GROUP*Allocation aberrations have been adjusted to reflect sales activity Business
and
Industry
County
and State
Pools
General
Consumer
Goods
Building
and
Construction
Fuel and
Service
Stations
Restaurants
and
Hotels
Autos
and
Transportation
Food
and
Drugs
TOP 25 PRODUCERSCITY OF BEAUMONT HIGHLIGHTS
Published by HdL Companies in Summer 2023
SALES TAX UPDATE
CITY OF BEAUMONT
1Q 2023 (JANUARY - MARCH)
1st Street Arco
84 Lumber Co
Amazon Com Services
Amazon MFA
Beaumont Gas Mart
Beaumont RV
Best Buy
Big Tex Trailers
Carson Trailer
CJ Foods
Grove 76
Home Depot
Icon Health & Fitness
In N Out Burger
Kohls
Mayas Chevron
Oak Valley 76
Oak Valley Chevron
Raising Cane’s
Ross
Shell
Stater Bros
USA Gas
Walmart Supercenter
Wolverine Worldwide
Beaumont’s receipts from January
through March were 8.5% below the
first sales period in 2022. Excluding
reporting aberrations, actual sales were
down 7.9%.
Over the past year, the nation and
the state have experienced strong job
numbers and low unemployment in the
face of the Federal Reserve bumping the
interest rates significantly. This quarter’s
sales tax performance reflects more
cautious behavior by consumers and a
slight overall statewide drop in sales tax,
as it is still unknown if a recession will
take place.
The City experienced the biggest drop
coming from its largest sector, business
& industry, including light industrial/
printers.
The fuel and service stations group is
now experiencing downward pressure
in all facets including a reduction in gas,
diesel, jet fuel, and West Intermediate oil
barrel prices. Additionally, consumption
of fuel was lower in calendar year 2022
and the first quarter of 2023. We are
projecting a significant reduction in the
sales tax associated through the end
of calendar year 2023, followed by a
flattening out through FY 2024-2025.
Returns from building materials, trailers/
RVs, and the state and county pools
were also down.
On the flip side, heavy industrial/
printers, specialty stores, quick service,
leisure/entertainment, fast casual
restaurants and grocery stores increased.
When combined they partially offset the
overall decrease.
Net of aberrations, taxable sales for all of
Riverside County declined 1.5% over the
comparable time period; the Southern
California region was down 0.9%.
TOTAL:$ 6,241,889
-7.9%-1.5%-1.1%
COUNTY STATE
BEAUMONT
1Q2023
TOP NON-CONFIDENTIAL BUSINESS TYPES
Q1 '23*
BeaumontBusiness Type Change Change ChangeCountyHdL State -9.8%-11.5%-7.5% 233.0 Service Stations
-9.8%-12.6%-15.5% 207.3 Building Materials
5.1%5.0%2.3% 145.3 Quick-Service Restaurants
-27.1%-19.5%-19.0% 103.7 Trailers/RVs
-2.4%-5.3%-2.6% 72.3 Electronics/Appliance Stores
5.4%5.7%7.6% 69.6 Grocery Stores
0.6%1.0%-33.6% 57.0 Light Industrial/Printers
9.7%8.0%-0.1% 56.7 Casual Dining
-12.7%-13.6%-7.7% 37.7 Contractors
3.7%3.9%35.4% 35.6 Specialty Stores
*Allocation aberrations have been adjusted to reflect sales activity *In thousands of dollars
REVENUE BY BUSINESS GROUP
Beaumont This Quarter*
6%
Cons.Goods
16%
Others
14%
Pools
64%
Bus./Ind.*ADJUSTED FORECONOMIC DATA
SALES TAX UPDATECITY OF BEAUMONT1Q 2023
STATEWIDE RESULTS
California’s local one cent sales and use
tax receipts for sales during the months
of January through March were 1.1%
lower than the same quarter one year ago
after adjusting for accounting anomalies.
The first quarter of the calendar year
experienced heavy rainfall and a slight
pullback by consumers during this post-
holiday period.
The building and construction sector
was most impacted by wet weather
conditions, especially contractors and
paint/glass vendors. Furthermore, when
coupled with year-over-year (YOY)
lumber price declines, the sector saw a
9.7% statewide drop.
YOY declines in fuel prices at the pump
reduced receipts from gas stations and
petroleum providers. Even with OPEC’s
recent production cuts, the global cost of
crude oil has remained steady setting up
for moderate gas prices for travelers and
commuters in the coming summer months.
Retailers also selling fuel experienced a
similar impact and when combined with
weak results from department stores,
overall general consumer goods’ returns
slightly declined.
After multiple years of high demand
for vehicles (especially high-end luxury
and electronic/hybrid brands), along
with inflation driving car prices higher,
customers demand has softened with
revenue slumping 1.3%. The return of
available inventory later this calendar
year may sustain downward pressure on
activity, potentially giving buyers more
leverage to negotiate lower prices.
Use taxes remitted via the countywide
pools decreased 1.1%, marking the
second consecutive quarter of decline.
Cooling consumer confidence, expansion
of more in-state fulfillment centers and
retailers using existing locations to deliver
goods tied to online orders continue to
shift taxes away from the pools. While the
offsetting effect was these revenues being
allocated directly to jurisdictions where
the goods were sourced, only a limited
number of agencies benefited.
Spending at local restaurants and hotels
continues to be robust. Patrons were
unaffected by increased menu prices and
wait times and maintained their willingness
to dine out. In addition, investments in
warehouse/farm/construction equipment
was steady.
For the remainder of 2023 sales taxes may
decrease modestly, then begin a nominal
recovery in early 2024. Volatile economic
indicators such as the Federal Funds rate,
unemployment levels, and discretionary
spending will influence outcomes. While it
appears the Federal Reserve’s actions to
fight inflation is taking effect, any lasting
downward pressure on consumer pricing
could also hinder short term growth.
CAPITAL IMPROVEMENT PROJECTS
DESIGN
CONSTRUCTION
Construction on a Capital Improvement Project
is a process that, depending on size and
magnitude, can take months or even years to
complete.
Capital Improvement Projects are deeply
complex with the following start to finish
process:
PARK PROJECTS
AT-A-GLANCE
STEWART PARK
In April 2022, a Professional Services Agreement was awarded to PlaceWorks to provide Landscape Architecture and Engineering Design Services for Stewart Park. A public survey discussing park features was completed in July with over 800 responses. The draft conceptual plan based on staff review and public input was presented to the City Council in November. The project is currently at 60% design. The project is fully funded and construction is anticipated to begin in early 2024. Conceptual plans are available on the City's website.
PLAYGROUND UPDATES
The current Capital Improvement Plan includes funding for the replacement of several playgrounds. Park sites scheduled to have replacements include DeForge Park, Star Carlton Park, Moutain View Park and Sunny Hills Park. All playgrounds will include integrated shade structures. The installation of shade elements incorporated into new playgrounds saves space and is essential to protecting children from UV rays. The project is fully funded, the designs for each site are complete and equipment will be ordered by Winter 2023.
STAGE 1: Identify
Identify City Infrastructure to be improved,
such as parks, streets, transit, community
facilities, etc.
STAGE 2: Conceptual Design
City staff conducts community outreach,
such as surveys, to assess the needs and
develop a concept plan of what the project
will look like.
STAGE 3: Obtain Funding
Depending on the type of project and its
impact locally, regionally or beyond, funding
sources can include one or more of the
following: Grants, local, county, state,
federal funding, and/or tax revenue.
STAGE 4: Construction Design
Architects and engineers determine the
scope of the project and develop a timeline,
which includes environmental planning and
design. This process can take 6-48 months
depending on the complexity of the project.
STAGE 5: Construction
At the construction phase, the public will
see the project start to take shape.
STAGE 6: Completion
Every completed project ELEVATES our
City!
ALBERT A CHATIGNY SR. COMMUNITY RECREATION CENTER
1310 Oak Valley Parkway
(951)769-8524 | [email protected] | @BMTparks REV. August 2023
SPORTS PARK PLAYGROUND
In the Fall of 2022, the City received a Statewide Healthy Play grant for the installation of a new playground at the Sports Park. The Play On design will feature an expanded playground that incorporates the six key elements needed to promote fitness: balancing, sliding, brachiating, spinning, climbing, and swinging. In addition to the playground, a stationary fitness circuit will also be installed. The fitness area will feature products that allow the user to train the upper body, core, lower body, aerobic fitness & balance.
Additonal information on field improvements on reverse.
INCLUSIVE PLAYGROUND
In the Fall of 2022, the City received a Statewide Healthy Play grant for the installation of Beaumont's first-ever inclusive playground at Shadow Creek Park. The new playground will focus on providing a space to foster friendships and support the diverse needs of the whole community. The project will also expand the basketball court area and create additional walking paths in the park. City staff hosted a community workshop in January to gather feedback on proposed colors and accessory features of the playground.
Completion of the playground is expected by October 2023.
For more information on these projects, please visit
BeaumontCA.gov
PARK PROJECTS
CONTINUED
SPORTS PARK FIELD IMPROVEMENTS
Beaumont’s 20-acre Sports Park, located at the southeast corner of Brookside and Beaumont Avenues, is a thriving venue for organized sports, and special sports events, and features a track suitable for walking or jogging. In addition to daily/weekly maintenance, the City of Beaumont performs annual maintenance on the fields immediately following the Spring sports season. Due to drought conditions in 2022, field maintenance was placed on hold and the following measures were taken to mitigate safety issues:
MEMORIAL PLAZA
Following the success of the inaugural Veterans Day Parade and Ceremony, the City re-established the First Responder and Veterans Memorial Committee to begin discussions on renovating the current plaza area in front of City Hall. In February 2022, a Professional Services Agreement was executed for conceptual plans of an expanded and remodeled memorial plaza area. The concept plan which includes preservation of current monuments, new landscaping additional seating and water features was presented in August and a Request for Proposals was released for construction services. The City Council recently awarded the project to Architerra Design Group. The project is fully funded and construction is expected to begin following the annual Veterans Day event.
PARK MASTER PLAN
In Spring 2023, the Community Services Department began the process of developing a Parks Master Plan, a 12-18 month long project which will provide a citywide vision for parks and recreation facilities. To date, the City has begun meeting with the contactor to complete a community profile, develop a project website and initiate a facility assessment. Community stakeholder meetings are being scheduled for the fall to gather input from the community and local stakeholders.
In March 2023, the City released a Request for Proposal for Landscape Architectural Services for turf field conversion and lighting improvements. The City Council approved a contract with Brightview Design Group and are currently in the design phase of the field conversion project.
UNEVEN SURFACES - In July, the City hired a contractor to begin ongoing rodent services. This increased maintenance is a continual weekly service that will complement the gopher remediation tactics performed by City Staff. Mounds and holes are being addressed by bringing in more mulch/soil material to fill and spread over current holes and uneven surfaces.
WATERING - In September, RHA Landscape Architects-Planners, Inc. presented the Beaumont City Council with a Park Turf Water Reduction Study. The study evaluated the current water usage and needs of the Sports Park and provide suggestions for water-saving design and maintenance options, including the use of future reclaimed water. The City Council approved a recommendation to replace 422,000 square feet of grass turf with synthetic turf. This option keeps the amount of playing and usable surface the same as current conditions and accounts for a water reduction of over 18 million gallons annually with a saving of $41,000.
ALBERT A CHATIGNY SR. COMMUNITY RECREATION CENTER
1310 Oak Valley Parkway
(951)769-8524 | [email protected] | @BMTparks
QUESTION &
ANSWER Q. What is turfplaning?
A. Turfplaning is the precision removal of surface irregularities (high spots) in turf surfaces while leaving the underlying root system intact to re-grow.
Q. Are you going to improve the lower two soccer fields? A. The City Council approved a recommendation to replace 422,000 square feet of grass turf with synthetic turf. The design phase of the project is expected to begin in June with construction expected in early 2024.
On Saturday, August 19, 2023, the Sports Park fields officially re-opened following a two-month turfplaning, leveling and reseeding project.