HomeMy WebLinkAboutItem No. 12 Amend. No. 1 Coop Agreement Install of Enhanced LandscapeCity Council Agenda Report
City of Lake Elsinore 130 South Main Street
Lake Elsinore, CA 92530
www.lake-elsinore.org
File Number: ID# 21-226
Agenda Date: 7/13/2021 Status: PassedVersion: 1
File Type: Council Consent
Calendar
In Control: City Council / Successor Agency
Agenda Number: 12)
Amendment No. 1 To Cooperative Agreement for Installation of Enhanced Landscape as Part of
the I-15/Railroad Canyon Road Interchange
Authorize the City Manager to sign Amendment No. 1 to Cooperative Agreement between the City and
RCTC (Riverside County Transportation Commission) in such final form as approved by the City
Attorney in order to fund $339,801 for grind and overlay pavement at Grape Street from Oak Tree Drive
to Railroad Canyon Road.
Page 1 City of Lake Elsinore Printed on 3/30/2023
REPORT TO CITY COUNCIL
To: Honorable Mayor and Members of the City Council
From: Jason Simpson, City Manager
Prepared By: Remon Habib, City Engineer
Date: July 13, 2021
Subject: Amendment No. 1 to Cooperative Agreement between Riverside County
and the City of Lake Elsinore for Installation of City Requested Enhanced
Landscaping As Part of the I-15 Railroad Canyon Road Interchange
Recommendation
Authorize the City Manager to sign Amendment No. 1 to Cooperative Agreement between the
City and RCTC (Riverside County Transportation Commission) in such final form as approved
by the City Attorney in order to fund $339,801 for grind and overlay pavement at Grape Street
from Oak Tree Drive to Railroad Canyon Road.
Background
Council Approved the Cooperative Agreement on May 28, 2019 in order to fund additional
landscape and aesthetic features at the Railroad Canyon Road Interchange. The City is working
with RCTC on the construction phase which is anticipated to be completed in the Spring of
2022. The Railroad Canyon Road interchange is an important gateway into the city and hence,
improved landscape and aesthetics are desired. The Cooperative Agreement allowed the city to
contribute funds to improve landscape components of the project as well as mount decorative
aesthetic panels that would reflect the city’s identity and local influence. Additionally, the
amendment will improve pavement condition on Grape Street adjacent to the newly constructed
hook ramps.
Discussion
Pursuant to the terms of the amendment to the Cooperative Agreement:
The work shall consist of a 2” (two-inch) grind and overlay of the City surface street,
Grape Street, from Oak Tree Drive to Railroad Canyon Road.
The approximate area of grinding and paving is 158,100 sq. ft. (excludes the raised
median, which is not affected by this scope of work).
Amendment No. 1 to Cooperative Agreement between Riverside County and the City of
Lake Elsinore
July 13, 2021
Page 2
Grape St. will be grinded (via cold-planing) 2" and overlaid with HMA Type A. The
pavement delineations, markers, and markings will be installed as shown in the plans
attached to Change Order No. 23, entered into between RCTC and the Contractor,
dated for reference purposes as of January 26, 2021, copy of which is on file with the
Parties and incorporated herein by reference.
The work includes, but is not limited to:
- Traffic Control
- Cleaning & Street Sweeping (Job Site Maintenance related to this work only)
- Hauling and Disposal of removed AC
- Manhole adjustments where necessary
- Thermoplastic striping
Fiscal Impact
Fiscal Impact is in the amount of $339,801, which will be funded through the City’s CIP.
Exhibits
A –Agreement Amendment
B – Amendment paving limits exhibit.
C – Change Order No. 23
D – Original Cooperative Agreement
17336.01112\33583982.3
1
Agreement No. 19-31-031-01
AMENDMENT NO. 1 TO
COOPERATIVE AGREEMENT
BETWEEN
RIVERSIDE COUNTY TRANSPORTATION COMMISSION
AND
THE CITY OF LAKE ELSINORE
FOR INSTALLATION OF CITY REQUESTED ENHANCED LANDSCAPING
AS PART OF THE I-15 RAILROAD CANYON RD INTERCHANGE
1. PARTIES AND DATE
This Amendment No. 1 to the Cooperative Agreement for Installation of City
Requested Enhanced Landscaping as Part of the I-15 Railroad Canyon Road
Interchange is made and entered into this ___ day of ___________, 2021, by and
between the RIVERSIDE COUNTY TRANSPORTATION COMMISSION (“RCTC”) and
the CITY OF LAKE ELSINORE (“City”). RCTC and City are sometimes referred to
herein individually as “Party”, and collectively as “Parties”.
2. RECITALS
2.1 RCTC and City have entered into an agreement dated June 12, 2019 for
the purpose of funding and implementing enhanced Railroad Canyon IC
project aesthetic improvements and landscaping (“Project”) to be included
in the Railroad Canyon Road Interchange work in the City (the "Master
Agreement").
2.2 RCTC and City now desire to amend the Master Agreement in order to
extend the scope of the Project, providing for grinding, overlaying, and
restriping a section of Grape Street, from Oak Tree Drive to the
intersection of Railroad Canyon Road, including the adjustment of any
associated structures (“Grape Street Repaving”) as well as to provide
additional funding for such work.
3. TERMS
3.1 The scope of the Project as set forth in Exhibit “A” and Exhibit “B” of the
Master Agreement shall be amended to include the Grape Street
Repaving, as more fully described in Attachment “1”, attached to this
Amendment No. 1 and incorporated herein by reference.
3.2 The City Total Contribution, as that term is defined in Section 4.2 of the
Master Agreement, shall be increased from $755,000 to $1,094,801 in
accordance with the cost allocation set forth in Attachment “2”, attached to
this Amendment No. 1 and incorporated herein by reference. Attachment
17336.01112\33583982.3 2
“2” includes a revised version of Exhibit “C” of the Master Agreement, and
shall replace the original version of Exhibit “C” in its entirety.
3.3 The City shall deposit additional funds with RCTC in order to fund Grape
Street Repaving in accordance with the cost allocation set forth in
Attachment “2”, attached to this Amendment No. 1 and incorporated
herein by reference.
3.4 Except as amended by this Amendment No. 1, all provisions of the Master
Agreement, including without limitation the indemnity and insurance
provisions, shall remain in full force and effect and shall govern the actions
of the Parties under this Amendment No. 1.
3.5 This Amendment No. 1 shall be governed by the laws of the State of
California. Venue shall be in Riverside County.
3.6 This Amendment No. 1 may be signed in counterparts, each of which shall
constitute an original.
3.7 A manually signed copy of this Amendment No. 1 which is transmitted by
facsimile, email or other means of electronic transmission shall be
deemed to have the same legal effect as delivery of an original executed
copy of this Amendment No. 1 for all purposes. This Amendment No. 1
may be signed using an electronic signature.
[Signatures on following page]
17336.01112\33583982.3
Attachment 1
ATTACHMENT “1”
GRAPE STREET REPAVING
The work shall consist of a 2” (two-inch) grind and overlay of the City surface street,
Grape Street, from Oak Tree Drive to Railroad Canyon Road.
The approximate area of grinding and paving is 158,100 sq. ft. (excludes the raised
median, which is not affected by this scope of work).
Grape St. will be grinded (via cold-planing) 2" and overlaid with HMA Type A. The
pavement delineations, markers, and markings will be installed as shown in the plans
attached to Change Order No. 23, entered into between RCTC and the Contractor,
dated for reference purposes as of January 26, 2021, copy of which is on file with the
Parties and incorporated herein by reference.
The work includes, but is not limited to:
- Traffic Control
- Cleaning & Street Sweeping (Job Site Maintenance related to this work only)
- Hauling and Disposal of removed AC
- Manhole adjustments where necessary
- Thermoplastic striping
17336.01112\33583982.3
Attachment 2
ATTACHMENT “2”
REVISED EXHIBIT “C”
COST ALLOCATION
Contract Item of Work Estimated Landscaping &
Aesthetic Cost RCTC CITY
Aesthetic Features $250,000 $0 $250,000
Landscaping $1,400,000 $980,000 $354,000
Repave Grape Street $339,801 $0 $339,801
Contingency $330,000 $245,000 $151,000
Total $2,319,801 $1,225,000 $1,094,801
RCTC contribution for Aesthetics and Landscaping shall not exceed $1,225,000.
City’s contribution for Project shall not exceed $1,094,801.
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RIVERSIDE COUNTY FILE NO: 49-023
TRANSPORTATION COMMISSION CCO - 023
CONTRACT CHANGE ORDER NO: 23
PROJECT DESCRIPTION: CONSTRUCTION SERVICES FOR THE INTERSTATE 15 RAILROAD CANYON
INTERCHANGE AND RELATED WORKS (RAILROAD CANYON)
RCTC CONTRACT NO: 20-31-034-00
FEDERAL AID PROJECT NO. 08180000471
CAL TRANS NO: 08-OA4414
RE: GRAPE ST GRIND & OVERLAY
To: RIVERSIDE CONSTRUCTION COMPANY, Contractor
You are hereby directed to make the herein described changes from the plans and specifications or to perform the
following described work not included in the contract documents.
NOTE: This change order is not effective until signed and approved by all parties.
No Payment can be made until the Contract Change Order is signed by all parties.
Detailed Description of work to be performed, estimate of quantities, and prices to be paid. Segregate between additional
work at contract price, agreed price and force account. Unless otherwise stated, rates for rental equipment cover only such
time as equipment is actually used and no allowance will be made for idle time.
Change requested by: Engineer ❑ Contractor ❑ Agency (D
Description of Change: GRAPE ST GRIND & OVERLAY
In accordance with Section 4-1.05A, "Changes and Extra Work," of the Railroad Standard Provisions and
Section 9-1.03, "Payment Scope," of the Standard Specifications, this Contract Change Order (CCO) will compensate the
contractor for additional costs to be incurred for the additional scope of work, as shown on Sheets 4 - 13 of this CCO.
All work shall be done in accordance with the Special Provisions, Standard Provisions, and Standard Specifications.
As determined necessary by the engineer, provide all additional labor, material, equipment, tools, and incidentals to
complete the following work:
- Traffic Control
- Cleaning & Street sweeping
- Hauling & disposal of removed AC
Compensation
Extra Work at Agreed Lump Sum
Total: $ 39,000.00
SHEET 1 OF'3
RIVERSIDE COUNTY FILE NO: 49-023
TRANSPORTATION COMMISSION CCO - 023
CONTRACT CHANGE ORDER NO: 23
PROJECT DESCRIPTION: CONSTRUCTION SERVICES FOR THE INTERSTATE 15 RAILROAD CANYON
INTERCHANGE AND RELATED WORKS (RAILROAD CANYON)
EXTRA WORK AT AGREED UNIT PRICE
In accordance with Section 4-1.05A "Changes and Extra Work" of the Railroad Standard Provisions, this CCO will
compensate the contractor for additional costs to be incurred for the added scope of work, as shown on
Sheets 4-13 of this CCO and as described below.
AGREED Lir-IT PRICE
UNITS
TOTAL PRICE
99 PLACE HMA (TYPE A)
$
104.25
2.262.00
$
234.806.71.
105 COLD FLAKE AC
$
3.40
16,741.00
$
46,936.65
158 AD713ST MANHOLE TO GRADE
$
775.00
6A0
$
4,650:00
159 ADJUSTL;�TII.ITY COYER TO GRADE
$
900.00
1.00:
$
900.00
.187 REb10`TMARKER
$
3.00
38.00
' $
105.00
189 PAl��,'�iENT MARKERTROREFLECTIYE
$
3.00
97.00
` $
141.00
227 THERNSOPLASTIC PAVEMENT14fARIiQvTG
$
4.00
14.00
S
60.00
228 6" THERMOPLASTIC STRIPE
$
1.20
1,310.00
$
1.573.00
229 S" THERI�SOPLASTIC STRIPE
$
2.10
300.00
$
630.00
$ 300M1.36
All work shall be done in accordance with the Special Provisions, Standard Provisions, and Standard Specifications.
Compensation
Extra Work at Agreed Price Total: $ 300,801.36
BI # BI DESCRIPTION______
AGREED Lir-IT PRICE
UNITS
TOTAL PRICE
99 PLACE HMA (TYPE A)
$
104.25
2.262.00
$
234.806.71.
105 COLD FLAKE AC
$
3.40
16,741.00
$
46,936.65
158 AD713ST MANHOLE TO GRADE
$
775.00
6A0
$
4,650:00
159 ADJUSTL;�TII.ITY COYER TO GRADE
$
900.00
1.00:
$
900.00
.187 REb10`TMARKER
$
3.00
38.00
' $
105.00
189 PAl��,'�iENT MARKERTROREFLECTIYE
$
3.00
97.00
` $
141.00
227 THERNSOPLASTIC PAVEMENT14fARIiQvTG
$
4.00
14.00
S
60.00
228 6" THERMOPLASTIC STRIPE
$
1.20
1,310.00
$
1.573.00
229 S" THERI�SOPLASTIC STRIPE
$
2.10
300.00
$
630.00
Cost of Change Increase 21 Decrease El $ 339,801.36
Contract Time Adjustment 0 Working Days
SHEET 2 OF 3
RIVERSIDE COUNTY FILE NO: 49-023
TRANSPORTATION COMMISSION CCO - 023
CONTRACT CHANGE ORDER NO: 23
PROJECT DESCRIPTION: CONSTRUCTION SERVICES FOR THE INTERSTATE 15 RAILROAD CANYON
INTERCHANGE AND RELATED WORKS (RAILROAD CANYON)
Authorization:
Approval recommended by:
Date: 2/2/2021
Janeen Obeid, PE, Resident Engineer
RCTC Concurrence by: Date:
James Cunliffe, RCTC Construction Manager
Caltrans Approval by: Date:
Michael Bergevin, Caltrans Oversight Resident Engineer
RCTC Approval by:
Bryce Johnston, PE, RCTC Construction Manager
Date:
Note: By signing this change order and accepting payment and time in the amounts that the Engineer has setas just compensation
under this change order, the Contractor does not waive any of its rights as they may exist at the time of signature to pursue payment for
additional amounts the Contractor believes are owed to him under the items covered by this change order. If the Contractor believes that
the payment or time provided do not adequately compensate him for the work to be performed, he is directed to attach a letter describing
his exceptions to this change order.
We, the undersigned contractor, having given careful consideration to the change(s) proposed above, do hereby agree, if this proposal is
approved, that we will provide all equipment, furnish all materials except as may be otherwise noted above, and perform all services
necessary for the complete execution of the work specified above. It is our position that the compensation and time determined by the
Engineer is (❑ acceptable/ ❑ not acceptable) as full and just compensation for the work described by this change order.
Contractor: RIVERSIDE CONSTRUCTION COMPANY
Signature:
Title:
Date:
SHEET 3 OF 3
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SEE Var Var 36' Var
'RA4" LINE 14.49' TO 33.61' 19.5' LL SAWCUT FL FL 50.02' TO 52.61
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CURB
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"GRA" Sta 999+15.00 TO 1002+08.00
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PROJECT NUMBER & PHASE 08180000471
Distj COUNTY I ROUTE Irvoi Mi'eo onto wlAl
TOTAL PROJECT No. SHEET
T REVISED PER CCO No.
23
$ RIV 15 17.6/19.6 15 519
GRAPE STREET GRIND
& OVERLAY
AS -AWARDED CONTRACT
NATURE NS
THIS STAMP PLACED IN LIEU
of ORIGINAL SIGNATURE
11 -OB -19
ES$7pH4`
REGISTERED CIVIL ENGINEER DATE 6�pROF
ESS 10
OQSof
DATE: 12-14-2020
�2
tie EBECCA SHU
'
.ems
APPROVED BY: `
EBECCA SHU
PLaANSmAPPROVALber
DATES Nu. C83512 A
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W No. C83512 a
Mil
Exp,3-31-21
THE STATE OF CALTFORNTA OR TTS OFFICERS C I V I L
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ExP, -33 1-21
OR AGENTS MALL NOT BE RESPONS/BLE FOR si �p
THE ACCURACY OR COMPLETENESS OF SCANNED 9Tfd�
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COP/ES OF TN/S PLAN SNEET, CALIF
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1851
1851 E. FIRST STREET
SUITE 1400
SANTA ANA, CA 92705
RIVERSIDE COUNTY
TRANSPORTATION COMMISSION
4080 LEMON STREET, 3RD FLOOR
RIVERSIDE. CA 92501
"GRA"
LINE
$- SAWCUT FL R/W
41' Var 5.67'
LL LL LL LL LL L4' TO 22'
12' 12' 12' S'1 12' 1 Var 5'
' 0' TO 16' SW
I
1 (2%) ! rOG
"GRA" Sta 1013+75.00 TO 1014+40.15
"GRA"
LINE
R/W FL SAWCUT SAWCUT
SEE Var Var 36' Var
'RA4" LINE 14.49' TO 33.61' 19.5' LL SAWCUT FL FL 50.02' TO 52.61
3.67'6 O Var Var 2, 7' 7' 2,
14.50' TO 12.41' T6 I
13.77' 13.53'
CURB
(TYPE I CURB
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TYPICAL CROSS SECTIONS 0
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PROJECT NUMBER & PHASE 08180000471
X
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•
NOTES:
1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
2. FOR REMOVALS, SEE CONSTRUCTION DETAILS
SHEET C-1 TO C-7.
3. FOR CONCRETE BARRIER (TYPE 60M) TRANSITION DETAILS,
SEE CONSTRUCTION DETAILS SHEET C-36.
4. FOR MODIFIED CURB DETAILS, SEE CONSTRUCTION DETAILS
SHEET C-35.
5. FOR HARDSCAPE DETAILS, SEE CONSTRUCTION DETAILS
SHEET C-38.
C
REVISED PER CCO No. 23
GRAPE STREET GRIND &
E�QaoFESSjo H4 DATE: 12-14-2020
APPROVED BY:
EBECCA SHU
C83512 A
EXP.3-31-21
rl CIVI
OF CALI
I mj"Z' IZMLLIMAI
TOJ
Dist COUNTY I ROUTE I 'T�A`L PROJECT No. SHEET
8 1 Riv 15 17.6/19.6 1 21 519
AS -AWARDED
T"01S STAMPF ZTER0AlCWTLfELLANS
OVERLAY ORIGINAL SIGNATURE 11-DB-19
REGISTEREDREGISTERED CIVIL ENGINEER DATE
November 12, 2019 EBECCA SH
PLANS APPROVAL DATE No, C83512
THE 57.47C OF CALIFORNIA OR ITS OFFICERS 44, Exp.
3-31-21
OR AGENTS SHALL NOT BE RESPONSIBLE FOR J•� CIVI
THE ACCURACY OR COtRtE7Z&F5S OF SCANNED '4
COPIES OF THIS PLAN SHEET.
of. CAL11
WKE, INC. RIVERSIDE COUNTY
1851 E FIRST STREET TRANSPORTATION COMMISSION
SUITE E.
4080 LEMON STREET, 3RD FLOOR
SANTA ANA, CA 92705 RIVERSIDE
CA 92501
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NOTES:
1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
2. FOR REMOVALS, SEE CONSTRUCTION DETAILS
SHEET C-1 TO C-7.
3. FOR CONCRETE BARRIER (TYPE 60M) TRANSITION DETAILS,
SEE CONSTRUCTION DETAILS SHEET C-36.
4. FOR MODIFIED CURB DETAILS, SEE CONSTRUCTION DETAILS
SHEET C-35.
5. FOR HARDSCAPE DETAILS, SEE CONSTRUCTION DETAILS
SHEET C-38.
C
REVISED PER CCO No. 23
GRAPE STREET GRIND &
E�QaoFESSjo H4 DATE: 12-14-2020
APPROVED BY:
EBECCA SHU
C83512 A
EXP.3-31-21
rl CIVI
OF CALI
I mj"Z' IZMLLIMAI
TOJ
Dist COUNTY I ROUTE I 'T�A`L PROJECT No. SHEET
8 1 Riv 15 17.6/19.6 1 21 519
AS -AWARDED
T"01S STAMPF ZTER0AlCWTLfELLANS
OVERLAY ORIGINAL SIGNATURE 11-DB-19
REGISTEREDREGISTERED CIVIL ENGINEER DATE
November 12, 2019 EBECCA SH
PLANS APPROVAL DATE No, C83512
THE 57.47C OF CALIFORNIA OR ITS OFFICERS 44, Exp.
3-31-21
OR AGENTS SHALL NOT BE RESPONSIBLE FOR J•� CIVI
THE ACCURACY OR COtRtE7Z&F5S OF SCANNED '4
COPIES OF THIS PLAN SHEET.
of. CAL11
WKE, INC. RIVERSIDE COUNTY
1851 E FIRST STREET TRANSPORTATION COMMISSION
SUITE E.
4080 LEMON STREET, 3RD FLOOR
SANTA ANA, CA 92705 RIVERSIDE
CA 92501
NI cli 12'
ISI 3
--- ----- ------------------- ..... ...... ----
-------- --------------
�---- ------ ZMLID7
---- ---- ------------- .... V----�
T- ------------------------- �F 4' Lt 12' Rt . ..........
VEGETATION CONTROL 115t +00 3
"RA3" +71 "RA3" +00
(MINOR Conc) END TAPER Beg CURB Beg TAPER
106.01' Rt "I15" +99.68 20' Rt "RA3" +00 (TYPE D-4 Mod)
Beg 300'MGS END MGS "RA3" 39+20.42 PCC
(TYPE 16A LAYOUT) EAA (TYPE SFT) 35.48' Rt "RA3" +05
AITS Beg CB (TYPE 60M)
tSAWCUT
. ... .. ... ... ... . ... ...
LETW
.. ... ... T I
4 2-5
T4
...
.. ... ... ... .
L
&
JOIN Exist
SB ROUTE 15
4
I. L M E.
" L ' E
>
3 --1
C)
..... ... ... . ..... ........ .... .. ........ ........ . ...... ........ .. .... N38 26 144
989+84.63
>
. .. ...... ............ ........................... ... ....... . . .. ... ... ....... ... ... ... .. ........
...
.. .. ......... .. ... ... ... ... .......... ............. .......... ........ ... ..........
...... ........................ ............ ...
m ........ ....... ... ... .. . .
"RA3" 36+00.00 BC =
SB ON -RAMP -
ON-RAMP
....
...
.. ..... ... ........ ..
..... ........ ....... ... ... .... ... ........ .. . ... ... ... ........
82' Rt "115" 986+00.00 POC
uJ
z
... ... . ...... ...
Beg 100:1 TAPER
It
1154 LINE' . .
. . . . . ... .
"995
rn
985 7 8,
9 §90
:2N
2' 4
U
t-
L
FOR GORE DETAIL,
SEE SHEET C-9.
...... ...........
< . ........
+ 9. 9 -1
1-- '--."R-A3'k-'4'4+'59'
..05* tc—
01
.. . . ....
. ... ..... . ... . . ...... a .
>
........... ... ... . ... ... .... .. .. ... ... ... ... ... ... ... . ... ... ... .. ........... ............ .. ... ... ... .. .
....... ............ ... ... ....... ... ... ... ... ... ... . . .... .......... ....... .... .. ....... ......... ..........
SAWCUT & +
VEGETATION CONTROL ETW 3
(MINOR cone)
NB ROUTE 15
LAKE ELSINORE END CURB (TYPE B3-2 Mod)
CURVE DATA
Beg CURB (TY
Beg 425'MGS PE 63-4 Mod)
( PE 12A LAYOUT)
AIT
No.X
()
NI cli 12'
ISI 3
--- ----- ------------------- ..... ...... ----
-------- --------------
�---- ------ ZMLID7
---- ---- ------------- .... V----�
T- ------------------------- �F 4' Lt 12' Rt . ..........
VEGETATION CONTROL 115t +00 3
"RA3" +71 "RA3" +00
(MINOR Conc) END TAPER Beg CURB Beg TAPER
106.01' Rt "I15" +99.68 20' Rt "RA3" +00 (TYPE D-4 Mod)
Beg 300'MGS END MGS "RA3" 39+20.42 PCC
(TYPE 16A LAYOUT) EAA (TYPE SFT) 35.48' Rt "RA3" +05
AITS Beg CB (TYPE 60M)
Lu•
BORDER LAST REVISED 7/2/2010
USERNAME => TDanq RELATIVE BORDER SCALE 0 1 2 3
DGN FILE => 081 8000047eaOO2rOl dgn I IS IN INCHES I I I I I I
+40
END TAP
MR R
87' Rt "GRA" +2
At EX T-§ f-
UNIT 2232
Proje t 4414 ID 08180000471
ET
CT '08-6
Contract Change Order No.
_ of
LAYOUT
SCALE: 1" = 50'
PROJECT NUMBER & PHASE
L-2
08180000471
AA
...
.. ... ... ... .
..... ... ... . ..... ........ .... .. ........ ........ . ...... ........ .. .... N38 26 144
989+84.63
764.64'
. .. ..
... ... ....
....
...
.. ..... ... ........ ..
..... ........ ....... ... ... .... ... ........ .. . ... ... ... ........
.... .......
... ... . ...... ...
. . ... .. ... ... ... ... ...... . .. .. .... ........ ...... I
.. .....
. ........ ........ .. i ..... ........ ...
:.. :*'i t "RA3" +74.56
END CURB (TYPE Z'�IAMod.)+ + -+: . . ....... ::
+
. .... ... ........
... .... ....... qeg_ CURB TYPE + B3+ 46d)
.. .. ... ... .......
........ ........ ..... A! . ....... ........... ........ ........ ... ...
. .. ...
...... . 4' Lt "RA3" +49.65
LAKE ELSINORE END CURB (TYPE B3-2 Mod)
CURVE DATA
Beg CURB (TY
Beg 425'MGS PE 63-4 Mod)
( PE 12A LAYOUT)
AIT
No.X
()
R
A
T
L
AIT
1
17000.00'
35005'00"
5373.67'
10409.43'
32.35' L f "GRA" +23
4
16918.00'
01001'02"
150.18'
300.35'
7
17078.00'
01004'30"
160.21'
320.42'
8
3500.00'
08049'06"
269.87'
538.68'
Lu•
BORDER LAST REVISED 7/2/2010
USERNAME => TDanq RELATIVE BORDER SCALE 0 1 2 3
DGN FILE => 081 8000047eaOO2rOl dgn I IS IN INCHES I I I I I I
+40
END TAP
MR R
87' Rt "GRA" +2
At EX T-§ f-
UNIT 2232
Proje t 4414 ID 08180000471
ET
CT '08-6
Contract Change Order No.
_ of
LAYOUT
SCALE: 1" = 50'
PROJECT NUMBER & PHASE
L-2
08180000471
x
0
wco
I - w0
< w
_JZ
-iw o W
< m
uo 0
x a:
0
Ir
W
CL
D
W
-i
<
z
O
0 >
z <
LL
z
In
In
z
0
u
x
x
Lu
NOTES:
1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT 7. FOR MODIFIED CURB DETAILS, SEE CONSTRUCTION DETAILS
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. SHEET C-35.
2. FOR REMOVALS, SEE CONSTRUCTION DETAILS 8. FOR ADDITIONAL HARDSCAPE DETAILS, SEE PLANTING PLAN
SHEET C-1 TO C-7. SHEET PP -3.
3. FOR GRAPE STREET DETAILS, SEE CONSTRUCTION DETAILS 9. FOR CONCRETE BARRIER DETAILS, SEE CONSTRUCTION DETAILS
SHEET C-16 TO C-17. SHEET C-41.
4. FOR MVP DETAILS, SEE CONSTRUCTION DETAILS SHEET C-34. . ... ... ... ... - . 1 ..
46.18' L+ '.'.RA2 +50 36' Lt "RA2" t9535
5. FOR CURB RAMP DETAILS, SEE CONSTRUCTION DETAILS LAKE ELSINORE END CURB (TYPED -4 M VEGETATION END TAPER
SHEET C-26. CURB (TYPE B3-4
Mod) CONTROL F
Beg
Be 462.5' MGS
6. FOR CROSS GUTTER DETAIL, SEE CONSTRUCTION DETAILS (TYPE
(MINOR C6 . ... ......
. .... ... E 11A LAYOUT) C-)
SHEET C-37. EAA (TYPE SFT) ... ... .. .. . . ...... ...
20 Lt.-, + +
+57 "RA2" 29+84.7P PCC
FOR GORE DETAIL, . ....
B CURB + .. ... ... .. + +++ + +
SEE ...... .......
'R+AtAP+
-A Mad)
SH EET
LIN58 ON-
Distl COUNTY I ROUTE'
I
TOTAL PROJECT l No. 'lS'H`E`E`T
8 1 Riv 1 15 1 17.6/19.6 1 22 1 519
AS -AWARDED CONTRACT PLANS
THIS STAMP PLACED IN LIEU
ai AL SIGNATURE 11-08-19
REGISTERED CIVIL ENGINEER DATE q- 10A1411
November 12, 2019 EBECCA SH
No. C83512 M
PLANS APPROVAL DATE
THE STATE OF C.41 IFORNIA OR ITS Exp 3-31-21
OR AGENTS ShIAll NOT 8F RESPONSIBLE FOR sr CIVI
�
THE ACCURACY OR COMPLETENESS OF SCANNED 9JP
COPIES OF THIS PLAN MEET, OF Ct&1�
�
WKE, INC.RIVERSIDE COUNTY
1851 E,. FIRST STREET TRANSPORTATION COMMISSION
SUITE 1400 4080 LEMON STREET, 3RD FLOOR
SANTA ANA, CA 92705 IRIVERSIDE, CA 92501
No.fx'
R
12' Lt......
"RA2"
T
6 Cp
... .... ...
... ... . ... ..... NIP 3 5
17000.00'
35005'00"
5375.67'
10409.43'
4
+75.35
01001'02"
150.18'
2
!!IRA '
4 + 10
FOR GORE DETAIL,
SEE SHEET C-10.
07°13'11"
154.88'
309.35'
.....
Beg TAPER ot
03°21'54"
... ... ... ... .. ...
. ... ... ... 1
491.57
- LA
LN 46037'22" W
1
181.96'
302.02
----------
71
1 ---------- ------------
83004'12"
... ..... ..
217.48'
"RA2" 34+76.27 EC 722.34'
14775.00'
03028'48"
448.84'
1
12
10.00,
143049'04"
30.61'
3
17
2000.00'
06027'06"
1'2' 1 ETIN
225.20'
18
2000.00'
08046'37"
153.48'
306.37'
-----------
6
38.00'
130047'08"
1 82.97'
1 86.74' 1
23
45.00'
144-21'55"
140.01'
1 113.38'
24
!+
172' Lt
t ETW +
1 131-18'
SB ROUTE 15
RW No. 1004
:4' Lt "RA4" +95 SEE STRUCTURE PLANS
3>
0.
-1
VEGETATION- -
CONTROL
(TY.PE++...6+0.M.) ... ....... .. ... ... ..
4 Lt "RA4" +89.62
"RA4"
ui
Z
(MINOR Conc) "RA2" 26+75.35 PCC END TAPER
CRASH CUSHION
"Il
4' Lt +75
END CB (TYPE6
END CB (TYPE' 60MY
(TYPE SCI -1 OOGM)-\
5". LINE
z
-I
1
7
8 9
1000 1
"RA4" 4 10,05
6 7. m
rri
<
4' Lt "RA3" +00
-RW No. 998
4' Lt "RA4" +50-4
33+32.60 PRC 24' Rt "RA4' +69.77
<
E+ND+++C-UR :.TYPE 83-4 Mod)++
.7-4 SEE ++STRUCTURE++++PLANS---
EKD++++CURB++ +(TYPE+ +A+
N8
. ... ... .. +++ - - *++' - + Beg 'TAPER
. ... ... ... ... ... ... .....
-
I., +
71' Rt "115 00
RA3" 49+85.09 BC , U)
ROUTE 15
0
24' Rt "RA4" +32.660
3 +:.;ETW
1-0 3
END TAPER
:J
zp............
00
MVP 1
CO
+
END TAPER
+
\ i
1.
-
C
L4' "RA3" LINE 4 56' Rt
4 R
A3- +9
LO 0
2!2!
35 3
R
+
L4 � L
8 RA3" +30
IN 37025'59" W 525.99, NE) HOOK
CB
CO
F IAMP
N +
2.
LIT
3 CURB ETW
-RAMP B
OFF (T PE D-4 Mod 9.Lt
. .. ... ... ... 0
OD
+1
C
10
90+
VP 5
---------- ----- --------- ---------- -- ---- u
Rt "RA3" +00 48' Rt 1:11A3 +00r' 1.0
CO
0
36' Rt
"RA4" +32.60 e CB i ------
12 23 (TYPE 60MC)
VEGETATION
(MINOR Conc)
Be p END T --------
22
Beg TAPER
RW++N
43.78' Rt "RA4" 33+10.43 EC
39.14 Rt 'RA4" +3
. ... ...
SEE STRUCTURE + +
END MGS 48' Rt
3
END CURB (TYPE D-4 Mod) B 662.5' MAYO
(TRIPE 12A LAYOUT)
PLANS . ... ... ... ... - +
Trans RAILING "RA3" 50+48.09 BC
7 (TYPE WB -31) LINE ::::;,
2 ITS
I ++. + -
N 3802ro'44" W 7 17 . GRA"
-
3
. ... ..
7 36' Rt
R/
764.64' ..... ... ...
"RA3" +15
"RA4" 32+57.81 EC 5 . . . .
. . . . . .
CL FENCE (TYPE CL -
------OSSOVEP
Sp
,g+..+C.URB+ (TYPE A2
"GRA" Be -8
Lu
41', GRA. +61.++31
55.67' L++t "GRA" +00 + :END CURB Mod)
END CU (TYPE bumb.)
C U R R
tose +
7
I � 5�.50' Lf . ... ... . GRAPE _133+
18
X
�TYPEJ'D-�+4
Beg CL FENCE
FENCE (TYPE L�6) :END CURB TYPE A2 8) +
(TYPE 8)
4' Lt R. +366.01 �R C
+ +
34� 6;;::, . . . . . . ..... +,: . .. ... 55.5C L
q� pr
69.9 70+BC . ...
*6,,r. 5 +914`25
+
...
"GRA" +43.66 _�g
R/w
CURVE DATA END CL FENCE (TYPE CL -6)
<
Beg: (TYPE A2-8) �:�k 0 C
No.fx'
R
A
T
L
1
17000.00'
35005'00"
5375.67'
10409.43'
4
16918.00'
01001'02"
150.18'
300.35'
5
2455.00'
07°13'11"
154.88'
309.35'
6
8370.00'
03°21'54"
245.86'
491.57
9
1 215.00'
80°29'09"
181.96'
302.02
10
150.00'
83004'12"
132.87'
217.48'
11
14775.00'
03028'48"
448.84'
897.40'
12
10.00,
143049'04"
30.61'
25.10'
17
2000.00'
06027'06"
112.72'
225.20'
18
2000.00'
08046'37"
153.48'
306.37'
22
38.00'
130047'08"
1 82.97'
1 86.74' 1
23
45.00'
144-21'55"
140.01'
1 113.38'
24
45.00'
169°34'15"
493.07'
1 131-18'
41 Lt (TYPE CL -61
'RA4'!.31+1 5.1 BC FEUD -4 Mod:)
"RA4" +05
"GRA" 1000+84.63 E.C.
- " 52+$7.11+ EC=
... ... ... ...
_!RA3C=
0
Irr CROSSOVER
"GRA" 1002+4 3.+64 12" CSP
RCTC Project ID 0 180000471 0
LAKE ELSINORESof E S S 10 12 CT EA 08-OA4414+
<
4' Lt "RA4" +31.23 EC � Order No.
SHU Of ww
EBECCA cc
Sheet
C83512
DATE: 12-14-202 Ex;>.3-31-21 0 S 57052'10" W 42.06' 0
CL
APPROVED BY:CIVIL ww
"RA4" 30+73.06 POT=
Or CAL "GRA" 1002+47.10 POT
T 1 REVISED PER CCO No. 23
GRAPE STREET GRIND & OVERLAY
USERNAME =>TDang RELATIVE BORDER SCALE 0 1 2 3
BORDER LAST REVISED 7/2/2010 DGN FILE => 0818000047eo003r0I.(Jgn IS IN INCHES I i I i I i I UNIT 223
I
LAYOUT
SCALE: 1 " = 50'
PROJECT NUMBER & PHASE
.0
2 C,
2 1
Wo
0
L-3 01
08180000471 1
X
'} r
,O,I m Co
aw 0
JzY
U.U.. U
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UO U
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z
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z
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X
0
Distl COUNTY I ROUTE ITOTAL PROJECT No. SHEET
SHEET
NOTES' 8 Riv 15 17.6/19.6 26 519
1 . FOR •ACCURATE RIGHT OF WAY DATA, CONTACT 5. FOR DRIVEWAY AND CURB RAMP DETAILS SEE CONSTRUCTION DETAILS AS -AWARDED CONTRACT PLANS
TRIS STAW PLACED IN LIEU 11_8_19
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. SHEET C-22 TO C-25 AND C-30 TO C-31. OF
ORIGINAL SIGNATURE POFESS/O
REGISTERED CIVIL ENGINEER DATE oQ Nab
2. FOR REMOVALS, SEE CONSTRUCTION DETAILS SHEET C-1 TO C-7. 6. FOR ADDITIONAL HARDSCAPE DETAILS, SEE PLANTING PLAN SHEET PP -7. �` 1
EBECCA SHU m
3. FOR RAILROAD CANYON ROAD DETAILS, SEE CONSTRUCTION DETAILS November 12, 2019 N,. C83512 M
SHEET C-14. PLANS APPROVAL DATE Exp .3-31 21
4. FOR GRAPE STREET DETAILS, SEE CONSTRUCTION DETAILS SHEET C-17. TRE STATE OF CALIFORNIA OR /75 OFF/
OR AGENTS SNAL L NOT BE RESPONS/BLE FOR FOR Tj4l C I V I �w
THE ACCURACY OR CO.VPLETENESS OF SCANNED F OF CALIF
T COP/ES OF THIS PLAN SHEETT,
1
COUNTY
1
R
.
67.67 Rt RAI +41
END CL FENCE (TYPE CL -6)
WKE,INC.
1851 E. FIRST STREET
RIVERSIDE
TRANSPORTATION COMMISSION
! W
-n
72053'07"
553.81'
JOIN Exist
SUITE 1400
SANTA ANA, CA 92705
4080 LEMON STREET, 3RD FLOOR
RIVERSIDE, CA 92501
M
0
306.37'
66.67' Lt "RAI" +35
500.10'
21008'08"
' Lt "GRA" +00
184.48'
20
Beg CB (TYPE 6OMS)
0 L (TYPE CL -6)
70.01'
l�-4�
1-n "GRA" 1015+38.85 EC =
z 42.14' Lt n #75
32°56'13"
SIN
R/W...... RAI" 25+15.78 POT
END CURB (TYPE A = !��
/W
R ...
Mp3CH
! 50.30' Lt "SUM" +20.30
END (TYPE 6OMS
6' SW C@ >
7
"GRA" +30`.82
7
43' Lt SUM ;+29..16`
,
END CURB
p
....Eos e Beg 120 BAY TAPER ......
18 GRq��
(TYPE A2:-8)
17 36' Lt ". SUM" +.15.02
IN Exist ..
4
TGE.....
R/W -END BAY TAPE R
S 7
y
...
R/W
E se y
a END SW -
io TCE END (TYPE A2 8)
CURB E -
2
"GRA" 1.010 C
9
4
_ LA KEELR
;: .. u BC
.... .
19
,INO
4161013+54.37
7 20
•,.....
ii
6 N 8 UMMER
:i10
.:.... r 3
1015
1 40 5
0
94c
EoSe
Rr
2
N�102
.
45' Rt GRA" ;+75
C
0
"SUM" 1 17+03.25. BC
"
ESA
0 ........
"SUM" 1018+42.T9 PCC
.... .::.:Beg :: SW /
�� T
CF
+
74.10 Lt RAI 49 '53"
/
Beg CURB (TYPE A2.�8)
h
"GRA"
Be SW. .�
JOIN Exist
91' Rt +40..
Ld
Beg CURB (TYPE A2 8)
45' Rt "GRA" +85
END BAY TAPER
?
—�
8` THVF
"SUM" Temp HIGH- ++
Beg 60'BAY TAPER
'10 C
_
1015+38 85 POT VISIBILITY FENCE
�-.
"RAI" 25+15.78 POT
p
43.01' Lt :"RAI" +79;23 9
44' Rt-
a50
END SW ESA /
-8)RAI P
END SW
Z
p
......
END.
(TYPE A2-8)
16
LAKE ELSINORE
JOIN
Cb
E 5 S /pNq`
6� QROF
EBECCA SHU
N,, C851
ExP,3 31-21
'i'i'i'i/
sT CIVI P DATE: 12-14-2020 ,•
q�OF
i / / i i'i
CAL IFOP� APPROVED BY: ai.�
1 REVISED PER CCO No. 23
P.CTC Project ID 0818000.471
GRAPE STREET GRIND & OVERLAY
'% '%' /'%'''%'%'%'''"'
�'/ , , � , ,/ , ', ,/', ,/"
CT EA 08-0A4414
Contract Change Order No.
CURVE DATA
Q
N
No. x
R
.
T
L
a
750.00'
72053'07"
553.81'
Z
18
2000.00'
08°46'37"
0
306.37'
19
500.10'
21008'08"
93.30'
184.48'
20
700.00'
11°25'20"
70.01'
X
a
500.00' 1
32°56'13"
Q
N
No. x
R
A
T
L
16
750.00'
72053'07"
553.81'
954.07'
18
2000.00'
08°46'37"
153.18'
306.37'
19
500.10'
21008'08"
93.30'
184.48'
20
700.00'
11°25'20"
70.01'
139.55'
21 1
500.00' 1
32°56'13"
1 147.81' 1
287.43'
LLJ '
a
N
BORDER LAST REVISED 7/2/2010
USERNAME=>TDang
DGN FILE => 0818000047e0007r0l.dgn
/
LAYOUT
SCALE: 1 " = 50' L-7
RELATIVE BORDER SCALE 0 I 2 s UNIT 2232 PROJECT NUMBER &PHASE 08180000471
IS IN INCHES
O
N
O
N
O O
W W
a9
a
W W
a�
o I-
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0
0
x
Dist COUNTY ROUTE rw i MILtJ Jneei MAI
TOTAL PROJECT No. SHEET
8 1 Riv 15 17.6/19.6 234 1 519
AS -AWARDED CONTRACT PLANS
TNOF ORIGINAPLACED
S IS ONATUREEO 11-08-19
REGISTERED CIVIL ENGINEER DATE �O pROF ESS IONS!
�e �y
November 12, 2019 JOSEPH CARBAJAL
PLANS APPROVAL DATE No. 081202 a
TME STATE OF CALIFORNIA OR ITS OFFICERS 4 Exp.9-30-21
OR ACENTS SMALL NOT BE RESPONSIBLE FOR sT CIVI `p
THE ACCURACY OR COMPLETENESS OF SCANNED 4Tf OF �pLiff��
COPIES OF THIS PLAN SHEET.
WKE, INC. RIVERSIDE COUNTY
1851 E. FIRST STREET TRANSPORTATION COMMISSION
SUITE 1400 4080 LEMON STREET, 3RD FLOOR
SANTA ANA, CA 92705 RIVERSIDE. CA 92501
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ARROW (3 TOTAL)
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PAVEMENT DELINEATION
PLAN
APPROVED FOR PAVEMENT DELINEATION WORK ONLY SCALE: 1 " = 50' PD -4
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IS IN INCHES I i I i I i
00
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SHEET
No.
STATION
LOCATION
z
U
N
N
4-
W
Zw
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H w
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Q
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X
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TON
Q
OU
Lu
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TON
L-1
"I15" 975+62.16
TO
"I15" 983+50.00
NB ROUTE 15
9
56
0.2
"I15" 973+12.16
TO
"I15" 986+00.00
NB ROUTE 15
1
837
339
0.5
L-1 TO L-2
"I15" 975+62.16
TO
"115" 986+00.00
NB ROUTE 15
2
269
151
105
0.2
"I15" 977+41.88
TO
"I15" 993+75.00
SB ROUTE 15
1
1,107
449
0.6
L-2
"I15" 983+75.00
TO
"I15" 993+75.00
SB ROUTE 15
2
266
150
104
0,2
"I15" 988+69.00
TO
"I15" 991+43.00
NB ROUTE 15
8
82
41
"115" 990+75.00
TO
"I15" 1000+85.00
NB ROUTE 15
12
380
20,487
L-2 TO L-3
"RA3" 37+00.00
TO
"RA3" 48+41.45
NB HOOK OFF -RAMP
12
259
13,948
"RA3" 38+71.00
TO
"RA3" 52+48.73
NB HOOK OFF -RAMP
3
2,256
1,276
1.7
L-2 TO L-4
"I15" 986+00.00
TO
"I15" 1012+16.42
NB ROUTE 15
3
1,433
806
1,1
1
"
L-24 L-31 L-7
GRA 992+23.00 TO
GRA 1014+72.00
GRAPE STREET
7
2 262
16,751
"I15" 1001+30.00
TO
"I15" 1002+15.00
NB ROUTE 15 MVP 1
10
15
15
0.1
0.1
"I15" 1002+80.00
TO
"115" 1006+92.00
NB ROUTE 15
12
54
2,867
L-3
"RA2" 34+15.00
TO
"RA2" 35+00.00
SB ON-RAMP MVP 3
10
15
15
0.1
0.1
"RA3" 49+00.00
TO
"RA3" 49+85.00
NB HOOK OFF -RAMP MVP 5
10
15
15
0.1
0.1
"RA4" 31+09.06
TO
"RA4" 36+90.00
NB HOOK ON-RAMP
3
916
515
0,7
"RA4" 31+17.28
TO
"RA4" 31+64.50
NB HOOK ON-RAMP
12
15
758
"RA4" 33+10.00
TO
"RA4" 34+02.00
NB HOOK ON-RAMP MVP 6
10
15
15
0.1
0.1
"GRA" 999+15.00
TO
"GRA" 1001+86.48
GRAPE STREET
8
20
10
"GRA" 999+15.00
TO
"GRA" 1002+08.00
GRAPE STREET
5
175
113
0.3
0.5
L-3, C-16
"GRA" 1001+85.26
TO
"GRA" 1003+01.26
GRAPE STREET
5
12
8
0.1
0.0
"GRA" 1001+85.26
TO
"GRA" 1003+01.26
GRAPE STREET
11
22
30
"GRA" 1002+78.00
TO
"GRA" 1004+00.00
GRAPE STREET
5
37
24
0.1
0.1
"GRA" 1003+44.59
TO
"GRA" 1004+00.00
GRAPE STREET
8
5
3
"RA2" 29+49.00
TO
"RA2" 40+00.00
SB ON-RAMP
3
1,656
932
1,2
L-3 TO L-4
"RA2" 30+59.67
TO
"RA2" 41+34.62
SB ON-RAMP
9
74
0.2
"RA4" 36+47.50
TO
"RA4" 37+92.00
NB HOOK ON-RAMP
9
11
0,1
L-3, L-7, C-16 TO C-17
"GRA" 1003+76.70
TO
"GRA" 1008+75.00
GRAPE STREET
5
384
248
0.6
1.1
L-3, L-7, C-17
"GRA" 1007+83.50
TO
"GRA" 1009+21.00
GRAPE STREET
5
34
22
0.1
0.1
"GRA" 1007+83.50
TO
"GRA" 1009+21.00
GRAPE STREET
8
12
6
"I15" 1016+00.13
TO
"I15" 1018+40.00
NB ROUTE 15
9
18
0.1
"RAI" 112+84.80
TO
"RAI" 115+00.00
SB OFF -RAMP
6
532
300
0.4
"RAI" 112+84.80
TO
"RAI" 113+95.00
SB OFF -RAMP
9
13
0.1
L-4
"RAI" 113+95.00
TO
"RAI" 114+80.00
SB OFF -RAMP MVP 2
10
15
15
0.1
0.1
"RA2" 39+80.00
TO
"RA2" 40+65.00
SB ON-RAMP MVP 4
10
15
15
0.1
0.1
"RA2" 40+00.00
TO
"RA2" 41+34.62
SB ON-RAMP
6
259
146
0,2
"RA5" 44+36.93
TO
"RA5" 48+35.74
NB ON-RAMP
9
24
0.1
"RA5" 46+65.00
TO
"RA5" 47+50.00
NB ON-RAMP MVP 7
10
15
15
0.1
0.1
L-4, C-13 TO C-14
"RAI" 17+78.00
TO
"RAI" 21+60.00
RAILROAD CANYON ROAD
8
50
25
"115" 1013+55.04
TO
"I15" 1023+10.00
SB ROUTE 15
3
502
283
0.4
"I15" 1014+26.11
TO
"I15" 1022+00.35
NB ROUTE 15
1
745
302
0.4
L-4 TO L-5
"I15" 1018+40.00
TO
"I15" 1019+63.00
NB ROUTE 15
8
26
13
"RA1" 115+00.00
TO
"RAI" 121+59.01
SB OFF -RAMP
3
1,042
586
0,8
"RAI" 117+06.00
TO
"RAI" 120+41.88
SB OFF -RAMP
9
26
0.1
SUBTOTAL
12,697
791
.8�1-4Z
1,477
209
116,751
114
30
38,060
�2�2.6
u -
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BORDER LAST REVISED 7/2/2010
m lm
Dist COUNTY ROUTE +��� aN-o i iv'ni
TOTAL PROJECT No. SHEET
8 Riv 15 17.6/19.6 299 519
AS -AWARDED CONTRACT PLANS
THIS STAMP PLACED IN LIEU
OF
ORIGINAL SIGNATURE 11 -OB -19
REGISTERED CIVIL ENGINEER DATE 6� PROFESS7pNq�
�e �y
2019 = EBECCA SHU
November 12, N, C83512
PLANS APPROVAL DATE 31-21
THE STATE OF CALIFORNI,d OR ITS OFFICERS Exp. -
OR AGENTS SHALL NOT BE RESPONSIBLE FOR ST CIVI `p
THE ACCURACY OR COMPLETENESS OF SCANNED q�F p,. cnLIFd�A
COPIES OF THIS PLAN SHEET.
WKE, INC. RIVERSIDE COUNTY
1851 E. FIRST STREET TRANSPORTATION COMMISSION
SUITE 1400 4080 LEMON STREET, 3RD FLOOR
SANTA ANA, CA 92705 RIVERSIDE, CA 92501
10 REVISED PER
CCO No. 23
GRAPE STREET
GRIND & OVERLAY
DATE: 01-14-2021
APPROVED BY:
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EBECCA SHU
NO. C83512 m
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E.1.3-31-21 ?
sl CIVI p
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FRCTCect 1D 08180000471
OA44140
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USERNAME=>TDang RELATIVE BORDER SCALE 0 ' z 3 UNIT 2232 PROJECT NUMBER & PHASE 08180000471
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PAVEMENT STRUCTURAL SECTIONS
CONCRETE BARRIER
0
No,
STATION
? W W
U
x
a
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0
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3,763
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STATION LOCATION
Z
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No.
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104
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LD
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0
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82
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N W
to �
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CC
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TO
"SUM" 1016+20.30
Z
Z N I-
a o
a 0
J Z
O X
Z_ W
O
Z_ a
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TOTAL
L
O O
0 0 O
J CD
J c7
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7) U
U 2
U a
U a
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Ln
Cy
Cy TON
Cy
Cy
SOYD
Cy
Cy-
SOFT
TON
TON
"RAI" 13+70.00 TO "RAI" 17+00.00 RAILROAD CANYON ROAD
4
71
96
0.2
0.2
L-4, L-6, C-12
RAI 15+18.43 TO "RAI" 15+64.20 DRIVEWAY 15
10
8
8
0.1
0.1
"RAI" 15+18.43 TO "RAI" 15+64.20 _ DRIVEWAY 15
11
4
_
6
"RAI" 13+36.27 TO "RAI" 25+79.08 RAILROAD CANYON ROAD
--
7
4,406
11,968
10.5
L-4, L-6, L-71
C-12 TO C-14
'CAS 566+21.53 TO "GRA" 1014+30.82 RAILROAD CANYON ROAD
4
_
402
546
0.7
1.2
"CAS" 568+30.00 TO "SUM" 1016+25.68 RAILROAD CANYON ROAD
4
987
1,341
1.6
3.0
L-4, L-7, C-13 TO C-14
"RAI" 18+20.00 TO "RAI" 24+30.00 _RAILROAD CANYON ROAD
8
25
13
L-5
"I15'' 1019+66.63 TO "I15'' 1022+00.35 NB ROUTE 15
-
2
-
60
--
34
_
"I15" 1020+42.00 TO "I15" 1021+59.00 SB ROUTE 15
8
10
-
8
33_
8
J::p,1
_
17
0.1
0.1
"RAI" 13+61.95 TO "RAI" 13+96.95 _DRIVEWAY 14
C-12
"RAI" 13+61.95 TO "RAI" 13+96.95 DRIVEWAY 14
11
5
7L-6,
"RAI" 14+52.24 TO "RAI" 15+20.71 DRIVEWAY 13
10
3
3
0.1
0.0
"RAI" 14+52.24 TO "RAI" 15+20.71 DRIVEWAY 13
11
14
_
18
RAI 25+79.12 TO "RAI" 28+11.00 RAILROAD CANYON ROAD
4
53
71
0.1
0.2
L-7, C-14
"GRA" 1013+75.00 TO "RAI" 26+50.00 RAILROAD CANYON ROAD
5
126
81_
0.2
0.4
"GRA" 1014+30.82 TO "GRA" 1014+63.16 GRAPE STREET
8
3
2
"GRA" 1014+30.82 TO "GRA" 1014+72.00 GRAPE STREET
5
10
6
0.1
0.0
"SUM" 1016+07.31 TO "SUM" 1017+50.00 SUMMERHILL DRIVE
5
50
33
0.1
0.1
"SUM" 1016+07.31 TO - "SUM" 1016+48.29 SUMMERHILL DRIVE
8
6
3
L-7, C-14 TO C-15
SUM 1016+25.68 TO "SUM" 1018+15.00 SUMMERHILL DRIVE
4
_
65
88
0.2
0.2
SUM" 1016+12.03 TO "SUM" 1018+15.00 SUMMERHILL DRIVE
7
157
1,332
1,2
�8�1
P35
"SUM" 1017+54.94 TO "SUM" 1018+09.35 DRIVEWAY
10,404
10
13
SUBTOTAL
60
6,380
2,390
24
13,300
56
15.3
5.5
TOTAL FROM 0-1
12,697
791 ,8x1-42"
1 ,477
209
16,751
114
30
38,060
12.5
2.6
TOTAL FROM 0-5
92
64
13
TOTAL FROM DQ -9
3
TOTAL FROM SCO -7
4,157
1,773
445
3.5
TOTAL FROM PL -1
138
29
4,274
GRAND TOTAL
12,849
791 _1-8;74
5,778
246
178
86
42,334
31.3
8.1
CONCRETE BARRIER
0
No,
STATION
? W W
U
x
a
Z V) U W
H -
Z >
CD
0
00
00
SNEoET
0-
SQYD
L-1 TO L-2
V)
Z
W
UJ w `�
W
UJ Lu C°
W
w Lu `�
2,113
TOTAL
3,763
Ir
0
U CC a-
U Cr a-
U Crr �
ui
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Z Cr >-
Z CC >-
a
om ~
om ~
om ~
0
i
o
a
e
Z
0
LF
LF
LF
L-2
-
"RA3" 40+05.00
TO
"RA3"
J
NB
HOOK OFF -RAMP
x
299
11RA3" 50+98.00
U
"RA3"
52+00.00
CONCRETE BARRIER
L-
0
w
V v
BORDER LAST REVISED 7/2/2010
L1,uutf
SO, 496
Dist COUNTY ROUTE POST MILES SHEET TOTAI
TOTAL PROJECT No. SHEET
8 Riv 15 17.6/19.6 1 300 519
AS -AWARDED CONTRACT PLANS
THIS STAMP PLACED IN LIEU
pF ORIGINAL SIGNATURE 11-08-19
REGISTERED CIVIL ENGINEER DATE °eaCFEssioN4
REBECCA SHU
November 12, 2019 No C83512
PLANS APPROVAL DATE
THE STATE OF CALIFORNIA OR TTS OFFICERS a Exp•3-31-21 �A
OR AGENTS SHALL NOT 8F RESPONS/BLE FOR sr CIVIL v
THE ACCURACY OR COMPLETENESS OF SCANNED
COPIES OF TH/S PLAN SHEET.
WKE, INC. RIVERSIDE COUNTY
1851 E. FIRST STREET TRANSPORTATION COMMISSION
SUITE 1400 4080 LEMON STREET, 3RD FLOOR
SANTA ANA, CA 92705 RIVERSIDE, CA 92501
1� REVISED PER
CCO No. 23
GRAPE STREET
GRIND & OVERLAY
DATE: 01-14-2021
APPROVED BY: up� MTI
?pOFESS/ON
ti F'r,
REBECCA SHU -
No, C83512
p Exp.3-31-21 �A
sT CIVIL a
°rPa
OF CAL IF°F'
GRIND EXISTING CONCRETE PAVEMENT
SHEET
No,
STATION
? W W
U
0!: :E
N
Z V) U W
Z >
00
00
00
SNEoET
STATION
SQYD
L-1 TO L-2
LOCATION
W
UJ w `�
W
UJ Lu C°
W
w Lu `�
2,113
TOTAL
3,763
Ir
U CC a-
U Cr a-
U Crr �
Z CC >-
Z Cr >-
Z CC >-
om ~
om ~
om ~
o
0
0
LF
LF
LF
L-2
-
"RA3" 40+05.00
TO
"RA3"
43+00.00
NB
HOOK OFF -RAMP
299
11RA3" 50+98.00
TO
"RA3"
52+00.00
NB
HOOK OFF -RAMP
104
L-3
"RA4" 31+95.00
TO
"RA4"
32+75.00
NB
HOOK ON-RAMP
82
"RA4" 35+06.90
TO
"RA4"
36+89.62
NB
HOOK ON-RAMP
183
L-7
"RAI" 24+35.00
TO
"SUM" 1016+20.30
RAILROAD CANYON ROAD
46
TOTAL
183
381
150
L-
0
w
V v
BORDER LAST REVISED 7/2/2010
L1,uutf
SO, 496
Dist COUNTY ROUTE POST MILES SHEET TOTAI
TOTAL PROJECT No. SHEET
8 Riv 15 17.6/19.6 1 300 519
AS -AWARDED CONTRACT PLANS
THIS STAMP PLACED IN LIEU
pF ORIGINAL SIGNATURE 11-08-19
REGISTERED CIVIL ENGINEER DATE °eaCFEssioN4
REBECCA SHU
November 12, 2019 No C83512
PLANS APPROVAL DATE
THE STATE OF CALIFORNIA OR TTS OFFICERS a Exp•3-31-21 �A
OR AGENTS SHALL NOT 8F RESPONS/BLE FOR sr CIVIL v
THE ACCURACY OR COMPLETENESS OF SCANNED
COPIES OF TH/S PLAN SHEET.
WKE, INC. RIVERSIDE COUNTY
1851 E. FIRST STREET TRANSPORTATION COMMISSION
SUITE 1400 4080 LEMON STREET, 3RD FLOOR
SANTA ANA, CA 92705 RIVERSIDE, CA 92501
1� REVISED PER
CCO No. 23
GRAPE STREET
GRIND & OVERLAY
DATE: 01-14-2021
APPROVED BY: up� MTI
?pOFESS/ON
ti F'r,
REBECCA SHU -
No, C83512
p Exp.3-31-21 �A
sT CIVIL a
°rPa
OF CAL IF°F'
GRIND EXISTING CONCRETE PAVEMENT
SHEET
No,
STATION
? W W
0!: :E
Z V) U W
Z >
X O a
0 W U CL
SQYD
L-1 TO L-2
"I15'' 973+12.16 TO "115" 986+00.00
1,650
"I15'' 977+75.00 TO "115" 993+75.00
2,113
TOTAL
3,763
RCTC Project ID 08180000471
CT EA 08-OA4414 0
Contract Change Order No. a
Sheet of
SUMMARY OF QUANTITES
NO SCALE
Q-2
USERNAME=)TDang RELATIVE BORDER SCALE 0 1 2 3
DGN FILE => 0818000047p0002r01.tlgn IS IN INCHES I i I UNIT 2232 PROJECT NUMBER & PHASE 08180000471
p p
W ,y,
F- F
00
00
w W
01
-o
0
0
i
0
0
1T REVISED PER CCO No. 23
x
OVERLAY
PAVEMENT DELINEATION QUANTITIES
nDIsCOUNT�ROUTE ROJECTRiv/19.6 245 519
AS -AWARDED CONTRACT PLANS
11_09_19
THIS STAMP PLACED IN LIEU
OF ORIGINAL SIGNATURE pOFESS �O
REGISTERED CIVIL ENGINEER DATE �oP 4",
November 12, 2019 JOSEPH CARBAJALND C81202
PLANS APPROVAL DATE
THE STATE OF CALIFORNIA OR ITS OFF/CERS ExP.9-30-2�
OR AGENTS SHALL NOT BE RE5P0N5/BLE FOR st CIVIL �>
THE ACCURACY OR COMPLETENESS OF SCANNEO 4pe OF CALIf ck`'
COPIES OF THIS PLAN SHEET.
WKE, INC. RIVERSIDE COUNTY
1851 E. FIRST STREET TRANSPORTATION COMMISSION
SUITE 1400 40BO LEMON STREET, 3RD FLOOR
SANTA ANA, CA 92705 RIVERSIDE, CA 92501
GRAPE STREET GRIND &
x
THERMOPLASTIC TRAFFIC STRIPE ENHANCED
DATE: 01-14-2021
PaDFESSioN
APPROVED BY:
` p I_ �
`h�C�d
REBECCA SHU -
No. CB3512
�¢
NIGHT VISIBILITY)
E.p.3-31-21
aA
sr CIVIL v
4�
0' CALIF
x
OVERLAY
PAVEMENT DELINEATION QUANTITIES
nDIsCOUNT�ROUTE ROJECTRiv/19.6 245 519
AS -AWARDED CONTRACT PLANS
11_09_19
THIS STAMP PLACED IN LIEU
OF ORIGINAL SIGNATURE pOFESS �O
REGISTERED CIVIL ENGINEER DATE �oP 4",
November 12, 2019 JOSEPH CARBAJALND C81202
PLANS APPROVAL DATE
THE STATE OF CALIFORNIA OR ITS OFF/CERS ExP.9-30-2�
OR AGENTS SHALL NOT BE RE5P0N5/BLE FOR st CIVIL �>
THE ACCURACY OR COMPLETENESS OF SCANNEO 4pe OF CALIf ck`'
COPIES OF THIS PLAN SHEET.
WKE, INC. RIVERSIDE COUNTY
1851 E. FIRST STREET TRANSPORTATION COMMISSION
SUITE 1400 40BO LEMON STREET, 3RD FLOOR
SANTA ANA, CA 92705 RIVERSIDE, CA 92501
BORDER LAST REVISED 7/2/2010
T
RCTC Project ID 08180000471
CT EA 08-OA4414
Contract Change Order No_
meet _ of
PAVEMENT DELINEATION QUANTITIES
PDQ -5
USERNAME=>TDong RELATIVE BORDER SCALE 0 l 2 3
DGN FILE => 0818000047nc005r01.tlgn IS IN INCHES f UNIT 2232 PROJECT NUMBER & PHASE 08180000471
11
THERMOPLASTIC TRAFFIC STRIPE ENHANCED
WET
NIGHT VISIBILITY)
Ir
PAVEMENT
MARKER
DELINEATOR
Y
(RETROREFLECTIVE)
(CLASS
1)
REMOVE
6
811
c�
wu
w
Ld
o
DETAIL No.
Z
LLJ
a
a
Y
SHEET
No.
STATION
OR
o r
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a
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�
" -
Y
Lu
PAVEMENT
o
J
10
r_
o N
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z
v~i �
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Ln � N
-
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MARKING
J
o
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N
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w
Q V)
J
Q
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Q N D
J
Q
o
N
Z Z
Z
Z
Ln Z
CD
LL U
CL Z
o
CL U p
-I o
CL Z p
Z
W W
O
W
W
W
O w
:2Z
Q
U 0 CD
LL
CD
O
O W
O
�
W
W �C W X
J
W Y
W iL
W W X
W
:2 W
> g
3� LL Q
�_2� Q
F- O F- O
J
~ O
F- O
F- F- OCC
W>
'-'
Q
W
W W W
W
W
CC LL
0C W
O 0:: LL N
O W N
W
-
CO [T]
CLl
CO
. 0r
CL
W CL CL
CL
W
W Q
W>
J W< Q
J W> Q
>
CO
CL
O
F-
H F- F
F-
F-
F- F-
F-
F- W
CL
LF
LF LF LF
LF
LF
LF LF
SQFT
EA
EA
EA EA EA
EA
EA
LF
LF
LF
LF
LF
PD -8
"SUM"
1018+15.00 TO
1021+30.22 SB
37B
418
30
PD -8
"SUM"
1019+80.17 TO
1021+30.22 SB
27
161
5
—
-
PD -8
SUM
1016+03.62 TO
1017+29.17 SB
38A
126
_-
PD -8
"SUM"
1016+03.62 TO
1017+29.17 SB
39
126
-
-
PD -8
Sumll1015+91.02
TO
1016+05.47 SB
CROSSWALK
110
_.
PD -8
"SUM"
1016+01.30 TO
1018+15.00 SB
TYPE I 10' ARROW
PD -8
11SUM111016+01.30
TO
1018+15.00 SB
TYPE IV ARROW
105
- -
--
PD -8
"SUM"
1016+01.30 TO
1019+58.85 SB
38
27_3
_
13
-
PD -8
"
1016+03.62 TO
1017+29.17 SB
BIKE LANE SYMBOLSUM'
14
WITH PERSON
43
PD -8 "SUM" 1019+80.17 TO 1021+30.22 SB
DIAGONAL
--
- -- -
-
-_--
SUBTOTAL
126
161
399 418
5
43
SHEET
PDO -5 TOTAL
287
817
300
48
SHEET
PDQ -1 TOTAL
56,695
7,158
643
1,338
45
SHEET
PDQ -2 TOTAL
12,377
753
879
297
84
-
3
1
2
SHEET
PDO -4 TOTAL
5,44 7 -4-se5-8-
2,621
_212e5-
1 ,054
3
-lq-8- 224
TOTAL
FROM STAGE
CONSTRUCTION
SHEET SCQ-4
124,311
10,225
3,096
2,466
_TOTAL
FROM STAGE
CONSTRUCTION
SHEET SCQ-7
110,811
3,671
16,982
127
5,713
GRAND TOTAL
205,904 204;515
24,447
-2A-,OST
7,465
B
A-5-39 4,585
129
110,811
3,671
16,982
127
5,713
BORDER LAST REVISED 7/2/2010
T
RCTC Project ID 08180000471
CT EA 08-OA4414
Contract Change Order No_
meet _ of
PAVEMENT DELINEATION QUANTITIES
PDQ -5
USERNAME=>TDong RELATIVE BORDER SCALE 0 l 2 3
DGN FILE => 0818000047nc005r01.tlgn IS IN INCHES f UNIT 2232 PROJECT NUMBER & PHASE 08180000471
11
RCTC Agreement No.: 19-31-031-00
COOPERATIVE AGREEMENT
BETWEEN
RIVERSIDE COUNTY TRANSPORTATION COMMISSION
AND
THE CITY OF LAKE ELSINORE
FOR INSTALLATION OF CITY REQUESTED ENHANCED LANDSCAPING
AS PART OF THE 1-15 RAILROAD CANYON RD INTERCHANGE
This Cooperative Agreement ("Cooperative Agreement") is made and entered
into this /ym' day of Jv'i J , 2019 by and between the Riverside County
Transportation Commission("RCTC")and the City of Lake Elsinore("CITY"). RCTC and
the CITY are sometimes referred to herein individually as "Party", and collectively as
Parties".
RECITALS
WHEREAS, RCTC is undertaking the I-15/Railroad Canyon Road Interchange
project("Project").
WHEREAS, the I-15/Railroad Canyon Road Interchange project includes a
certain level of aesthetics and landscaping features, estimated at$1,225,000(3.5%) of
the construction capital cost($35 million)of the 1-15/Railroad Canyon Road Interchange
project.
WHEREAS, the CITY desires to contribute an additional $755,000 to fund
enhanced Railroad Canyon Road IC project aesthetic improvements and landscaping to
be included in the Railroad Canyon Road IC work in the CITY.
WHEREAS, the "Project" as that term is used in this Cooperative Agreement
shall mean and refer to the installation of the enhanced aesthetics and landscaping in
the CITY, and related improvements necessary for the installation of the aesthetics and
landscaping,as further detailed in Exhibit"A"and"B".
WHEREAS, it is the intent of the Parties to enter into this Cooperative Agreement
to establish and coordinate the responsibilities of the Parties with respect to the Project,
as further set forth herein.
WHEREAS, pursuant to the terms of this Cooperative Agreement, RCTC shall
complete the Project utilizing the same consultants and construction contractor
Contractor")selected for completion of the Railroad Canyon Road project.
WHEREAS, the Parties acknowledge that RCTC has or shall fully comply with
the California Environmental Quality Act (CEQA) and all other applicable laws, as a
precondition to construction of the Project.
01006.0005/510518.3
1
17336.03600\32023536.2
WHEREAS, the Railroad Canyon Road IC and the Project are also subject to a
cooperative agreement entered into between RCTC, City, and the California
Department of Transportation ("Caltrans"). The Project shall be deemed complete upon
Caltrans approval in accordance with said cooperative agreement ("Caltrans contract
acceptance").
NOW THEREFORE, for good and valuable consideration, the receipt of which is
hereby acknowledged, it is mutually understood and agreed by RCTC and the CITY as
follows:
TERMS
1.Incorporation of Recitals. The recitals set forth above are true and correct
and are incorporated into this Cooperative Agreement as though fully set forth herein.
2. Term. This Cooperative Agreement shall be effective as of the date first
set forth above, and shall continue in effect until the Project is accepted by the CITY
Term").
3. Agreement to Cooperate. The Parties agree to mutually cooperate in order
to help ensure that the Project is successfully completed with minimum impact to both
Parties, and the public.
3.1 The scope of work for the Project is attached to this Cooperative
Agreement as Exhibit "A" and "B".
4. Obligations of the CITY.
4.1 CITY Review of Lowest Responsible Bid.
a. CITY shall be provided a copy of the lowest responsible,
responsive bid, as determined by RCTC.
b.In the event the lowest responsible bidder's construction
contract bid for the Project is greater than RCTC and CITY's funding commitments for
the Project, as set forth herein, RCTC and CITY shall meet and determine a course of
action to proceed. If CITY and RCTC do not agree in writing on a course of action within
fifteen (15) days, RCTC may reduce the level of landscaping and aesthetics so that the
cost of such improvements are within the Project funding commitment of $1,980,000
Total Project Budget").
4.2 CITY Reimbursement of RCTC for the Project.
a. The CITY shall deposit funds with RCTC for the CITY's
share of Project costs to be incurred under this Cooperative Agreement in an amount
not to exceed $755,000 in accordance with the cost allocation set forth in Exhibit "C",
attached hereto and incorporated herein by this reference, and with the provisions
below ("City Total Contribution") for the sole purpose of carrying out the Project.
01006.0005/510518.3 2
17336.03600\32023536.2
4.3 The Parties agree that the dollar amounts set forth in Exhibit "C"
are estimates. RCTC shall timely inform the CITY if the actual costs are anticipated to
exceed the City Total Contribution. If the CITY agrees to fund actual costs in excess of
the City Total Contribution, the Parties shall execute an amendment to this Agreement,
and the attached Exhibit "C" to reflect such additional funding, and the CITY shall timely
deposit the additional funding amount with RCTC. If the CITY does not agree to fund
actual Project costs in excess of the City Total Contribution, RCTC shall have the right
to reduce the level of Project improvements so that the Project remains within the Total
Project Budget. This provision shall apply to the initial bid for the Project, and to any
change order work related to the Project that may arise during construction.
4.4 After RCTC opening of construction contract bids, the CITY shall
deposit the City Total Contribution within thirty (30) days receipt of written notice from
RCTC.
4.5 The CITY may provide a CITY oversight engineer or other CITY
staff to oversee the Project work during plan preparation and construction, at its own
cost.
4.6 The CITY shall process any required CITY encroachment permits
required for the Project at no cost to RCTC or the Contractor, provided that RCTC or the
Contractor, as the case may be, submits a complete application for such encroachment
permits consistent with CITY's requirements. The determination on whether the
application is complete and whether an encroachment permit may be issued shall be
made by the CITY in its sole and absolute discretion pursuant to its municipal code,
policies, procedures, and any other applicable law.
4.7 The CITY shall timely review design plans for the Project, and
provide any approvals or comments within thirty (30) days of receipt of the plans. If the
CITY fails to provide any comments or its approval within said time period, RCTC shall
provide notice to the City Engineer of the CITY that the design plans shall be deemed
approved by the CITY if no comments are received within an additional 15 days. The
CITY shall inspect the Project upon written notice of completion of the work by RCTC to
the CITY, and shall provide approval or identify any punch list work within fifteen (15)
days.
4.8 Following the CITY's approval of the Project's completion of punch
list work and Caltrans contract acceptance of the Project, the CITY shall be solely
responsible and liable for the operation, maintenance and use of, including all
subsequent public use of, the Project, at no cost or expense to RCTC.
4.9 Following approval of this Cooperative Agreement, the CITY shall
seek to enter into any necessary agreements with Caltrans for maintenance and
operations and use of, including all subsequent public use of, the Project, at no cost or
expense to RCTC. However, RCTC shall cooperate, coordinate, and assist the CITY in
seeking to enter into the necessary agreements with Caltrans for maintenance and
operations and use of, including all subsequent public use of, the Project.
01006.0005/510518.3 3
17336.03600\32023536.2
4.10 Following Caltrans contract acceptance of the Project, the CITY
shall be responsible for obtaining an encroachment permit from Caltrans to perform any
necessary landscaping maintenance work within Caltrans right of way in relation to the
Project.
5. Obligations of RCTC
5.1 RCTC shall be responsible for providing all services to complete
the Project, as identified in Exhibit "A" and Exhibit "B", or as reasonably necessary for
Project completion. Such services include, but are not limited to, construction
management and inspections of the Project until the Project is accepted by Caltrans.
RCTC shall utilize its Railroad Canyon Road IC design consultant in order to prepare
Plans, Specifications and Estimates for enhanced aesthetics and landscaping at the I-
15/ Railroad Canyon Road IC based on the design requirements of Caltrans and the
CITY, as depicted in Exhibit "A", Conceptual Landscaping Plan and Exhibit "B"
Conceptual Aesthetic Plan.
5.2 RCTC shall be responsible for the process of selecting the
Contractor in compliance with all applicable local, state, and federal laws.
5.3 RCTC shall be responsible for obtaining all applicable
environmental clearances and permits necessary to complete the Project.
5.4 RCTC's share of the Project cost shall not exceed $1,225,000
RCTC Total Contribution"). In carrying out the Project, Project costs shall be paid in
prorated shares out of the City Total Contribution and the RCTC Total Contribution.
5.5 The City Total Contribution fund allocations for each "Contract Item
of Work" in Exhibit "C" shall not be modified without the express prior written approval of
the CITY. RCTC acknowledges and agrees that, unless otherwise provided pursuant to
a written amendment to this Cooperative Agreement, the CITY's financial contribution to
the Project under this Cooperative Agreement shall not exceed the City's Total
Contribution and that the City Total Contribution shall only be used for the Project.
5.6 RCTC shall provide the CITY an opportunity to review and approve
all design documents for the Project prior to finalization of such design document for the
Project for public bidding purposes. Additionally, RCTC shall also provide the CITY an
opportunity to review and approve any changes to such design documents due any
necessary change orders occurring after commencement of work for the Project.
5.7 RCTC shall provide the CITY an opportunity to inspect the Project
work during construction.
5.8 In the event the CITY and RCTC are in disagreement with a design
standard or construction method for installation of aesthetics and landscaping, CITY
standards shall prevail for Project improvements in CITY right of way and STATE
standards shall prevail for Project Improvements in STATE right of way.
01006.0005/510518.3 4
17336.03600\32023536.2
5.9 RCTC shall obtain or shall require the Contractor to obtain all
required permits and approvals for all Project work.
5.10 As between RCTC and the CITY, RCTC shall be responsible for
construction inspection of the Project work to ensure conformance with the construction
contract. RCTC shall allow CITY staff access to the Project site, upon reasonable
notice, to perform observation of any Project improvements. CITY inspectors shall
communicate any construction deficiencies during construction, including a final punch
list, to RCTC for completion.
5.11 RCTC shall assign any warranties for the Contractor's work on the
Project to the CITY upon Caltrans contract acceptance of the Project.
6.For the period during which RCTC or the Contractor controls the Project
job site, RCTC shall require that the Contractor provide, for the entire period of
construction, insurance consistent with RCTC's standard requirements, which conform
to the Caltrans Standard Specifications. RCTC shall require that the CITY be included
as an additional insured under such policies.
7.Dispute Resolution. Unless otherwise specified herein, the Parties shall
submit any unresolved dispute to RCTC's Executive Director and the CITY's City
Manager for negotiation. The Executive Director and the City Manager agree to
undertake good faith attempts to resolve said dispute, claim, or controversy within ten
10) calendar days after the receipt of written notice from the Party alleging that a
dispute, claim or controversy exists. The Parties additionally agree to cooperate with the
other Party in scheduling negotiation sessions. However, if said matter is not resolved
within thirty (30) calendar days after conducting the first negotiating session, either
Party may, but is not required to, request that the matter be submitted to further dispute
resolution procedures, as may be agreed upon by the Parties.
8.Legal Action. If a matter is not resolved within thirty (30) calendar days
after the first negotiating session between the Executive Director and the City Manager,
unless otherwise agreed upon in writing by the Parties, either Party may proceed with
any other remedy available in law or in equity.
9.Indemnification.
9.1 RCTC shall indemnify, defend and hold the CITY, its directors,
officials, officers, employees, agents, consultants and contractors free and harmless
from any and all claims, demands, causes of action, costs, expenses, liabilities, losses,
damages or injuries, in law or in equity, to property or persons, including wrongful death,
in any manner arising out of or incident to any negligent acts, omissions or breach of
law, or willful misconduct of RCTC, its officials, officers, employees, agents, consultants
or contractors in the performance of RCTC's obligations under this Cooperative
Agreement, including the payment of all reasonable attorneys' fees.
9.2 The CITY shall indemnify, defend and hold RCTC, its directors,
officials, officers, employees, agents, consultants and contractors free and harmless
01006.0005/510518.3 5
17336.03600\32023536.2
from any and all claims, demands, causes of action, costs, expenses, liabilities, losses,
damages or injuries, in law or in equity, to property or persons, including wrongful death,
in any manner arising out of or incident to any negligent acts, omissions or breach of
law, or willful misconduct of the CITY, its officials, officers, employees, agents,
consultants or contractors in the performance of the CITY's obligations under this
Cooperative Agreement, including the payment of all reasonable attorneys' fees.
9.3 The indemnification provisions set forth in this Section 8 shall
survive any expiration or termination of this Cooperative Agreement.
10. RCTC Disclaimer. In no event shall RCTC be responsible or liable for the
quality, suitability, operability or condition of any design or construction by the Project
consultants or the Contractor, as applicable, and RCTC expressly disclaims any and all
express or implied representations or warranties with respect thereto, including any
warranties of suitability or fitness for use. This section shall not affect any warranties
provided to RCTC by its Contractor related to the Project and as assigned by RCTC to
the CITY pursuant to Section 5.10.
11. Force majeure. The failure of performance by either Party (except for
payment obligations) hereunder shall not be deemed to be a default where delays or
defaults are due to war; insurrection; strikes; lock-outs; riots; floods; earthquakes; fires;
casualties; acts of God; acts of the public enemy; epidemics; quarantine restrictions;
freight embargoes; lack of transportation; governmental restrictions; unusually severe
weather; inability to secure necessary labor, materials or tools; delays of any contractor,
subcontractor, railroad, or suppliers; acts of the other Party; acts or failure to act of any
other public or governmental agency or entity (other than that acts or failure to act of the
Parties); or any other causes beyond the control or without the fault of the Party
claiming an extension of time to perform or relief from default. An extension of time for
any such cause shall be for the period of the enforced delay and shall commence to run
from the time of the commencement of the cause, if notice by the party claiming such
extension is sent to the other party within thirty (30) days of the commencement of the
cause. Times of performance under this Cooperative Agreement may also be extended
in writing by mutual agreement between the Parties.
12. Amendments. This Cooperative Agreement may be amended at any time
by the mutual consent of the Parties by an instrument in writing.
13. Assignment of Cooperative Agreement. Neither Party may assign or
transfer its respective rights or obligations under this Cooperative Agreement without
the express written consent of the other Party. Any purported assignment or transfer by
one Party without the express written consent of the other Party shall be null and void
and of no force or effect.
14. Waiver. No delay or omission in the exercise of any right or remedy of a
non-defaulting Party on any default shall impair such right or remedy or be construed as
a waiver. No consent or approval of either Party shall be deemed to waive or render
unnecessary such Party's consent to or approval of any subsequent act of the other
01006.0005/510518.3 6
17336.03600\32023536.2
Party. Any waiver by either Party of any default must be in writing and shall not be a
waiver of any other default concerning the same or any other provision of this
Cooperative Agreement.
15. Severability. In the event that any one or more of the phrases, sentences,
clauses, paragraphs, or sections contained in this Cooperative Agreement shall be
declared invalid or unenforceable by valid judgment or decree of a court of competent
jurisdiction, such invalidity or unenforceability shall not affect any of the remaining
phrases, sentences, clauses, paragraphs, or sections of this Cooperative Agreement,
which shall be interpreted to carry out the intent of the parties hereunder.
16.Termination. Both RCTC and CITY shall have the right at any time, to
terminate this Cooperative Agreement, with or without cause, by giving thirty (30)
calendar days written notice to the other party, specifying the date of termination.
Notwithstanding the foregoing, following commencement of construction of the Project,
the CITY may only terminate this Cooperative Agreement for cause, after providing
RCTC notice of such cause, and reasonable opportunity to cure. In the event that this
Cooperative Agreement is terminated prior to completion of the Project, RCTC shall
return any unspent City Total Contribution funds, after all costs incurred prior to the date
of termination are deducted, to the CITY and shall provide a full accounting, in a form
and with information required by the CITY, of all City Total Contribution funds spent and
unspent by RCTC in connection with this Cooperative Agreement and the Project within
45 days of such termination. This full accounting shall include such other information
that may be reasonably requested by CITY.
17. Survival. All rights and obligations hereunder that by their nature are to
continue after any expiration or termination of this Cooperative Agreement, shall survive
any such expiration or termination.
18.Third Party Beneficiaries. There are no third-party beneficiaries to this
Cooperative Agreement.
19. Entire Agreement. This Cooperative Agreement contains the entire
agreement of the Parties relating to the subject matter hereof and supersedes all prior
negotiations, agreements or understandings.
SIGNATURES ON FOLLOWING PAGE]
01006.0005/510518.3 7
17336.03600\32023536.2
SIGNATURE PAGE
TO
COOPERATIVE AGREEMENT NO. 19-31-031-00
IN WITNESS WHEREOF, the parties hereto have executed this Cooperative
Agreement on the date first herein above written.
RIVERSIDE COUNTY CITY OF LAKE ELSINORE
TRANSPORTATION COMMISSION
By: 014e#
By: GrantJ. esAnneMayer, Executive Director
City <'anager
Approved as to Form:
BAPPROVED
AS TO FORM:
yB : l
est Best & Krieger LLP y i
General Counsel Barbara Leibold
City Attorney
ATTESTATION:
By:
Mark Mahan
Deputy City Clerk
01006.0005/510518.3
8
17336.03600\32023536.2
EXHIBIT"A"
Conceptual Landscaping Plan
attached behind this page]
01006.0005/510518.3 Exhibit A
17336.03600\32023536.2
North
I-15
RAI
LROAD
CANYON ROAD
September 2018 Trees Shrubs + Groundcovers + Grasses
Hydroseed Mix
Century Plant
Agave
Americana Buckwheat
Eriogonum fasciculatum Dwarf
Mat Rush
Chondopetalum tectorum
Texas Sage
Leucophyllum candidum Dwarf
Mat Rush Lomandra
longifolia ‘Breeze’Canyon
Prince Wildrye
Leymus condensatus Rock
Rose ‘Sunset’Cistus x
pulverulentus ‘Sunset’
Bougainvillea ‘Rosenka’
Bougainvillea spp.
Ice Plant
Delosperma cooperi Little John Dwarf
Bottle Brush Callistemon ‘
Little John’Coast
Live Oak
Quercus agrifolia
Palo Verde Cercidium x ‘
Desert
Museum’Toyon
Heteromeles arbutifolia
Crape Myrtle
Lagerstroemia indica
Chinese Pistache
Pistacia chinensis
Dwarf Goldfields
Lasthenia californica Three
Week Fescue
Vulpia
microstachys Squirreltail
Elymus elymoides
Brittle Bush
Encelia farinosa
Black Sage
Salvia mellifera
Nodding Stipa
Nassella cernua
Golden Yarrow
Eriophyllum confertiflorum
Cattle Spinach
Atriplex polycarpa
California Poppy
Eschscholzia californica California
Blue Bells
Phacelia
campanularia Deerweed
Lotus scoparius
Fascicled Tarweed
Hemizonia fasiculata
Low Barley
EXHIBIT "B"
Conceptual Aesthetic Plan
attached behind this page]
01006.0005/510518.3 Exhibit B
17336.03600\32023536.2
COUNTY I ROUTE ITOTAL PROJECT
Riv 1 15 1 17.6/19.6
fir====,-?
1 _ _ — — — —
0[
N Ln r— O N V Imo- O
N N N N M
10+00 11+00 12+00 13+00
WALL 10102- - DEVELOPED MIRRORED ELEVATION
SCALE: 1" = 20'
12+00 13+00
MIRROREQ WALL 101s - STA. 12+00 TO STA. 13+$2
SCALE: 1 = 10'
NOTE:
THE CONTRACTOR SHALL VERIFY ALL
CONTROLLING FIELD DIMENSIONS
BEFORE ORDERING OR FABRICATING
ANY MATERIAL
LICENSED LANDSCAPE ARCHITECT o PNDSCME
Ss 6HU F,rcy
PLANS APPROVAL DATE 0917 2020
Re"eWoa« The
State of California or its officers or agents shall
not be responsible for the accuracy or completeness
of scanned copies of this plan sheet. CA(F RIVERSIDE
COUNTY TRANSPORTATION COMMISSION 4080
LEMON STREET, 3RD FLOOR RIVERSIDE,
CA 92501 WKE,
Inc. 400
N. TUSTIN AVENUE, SUITE 275 SANTA
ANA, CA CA 92705 DAVID
EVANS AND ASSOCIATES, INC. 4141
E. INLAND EMPIRE BLVD., SUITE 250 ONTARIO.
CA 91764 PANEL '
A' PANEL '
C' PANEL '
B' PANEL '
D' PANEL '
E' PANEL 'F' PANEL '
G' NOTE:
PANEL
DESIGN BY HUNT DESIGN.
PLACEMENT SHALL OCCUR
WITH ENCROACHMENT PERMIT.
X
DESIGN
C. LOOMIS J. TEMPLETRANSPORTATION PREPAREDFORTHEBRIDGENo. ART
STATE
OF CALIFORNIA K[
MS.RHODES 56EXXXX DESIGN
OVERSIGHT DETAILS er
CHECKED X
C.
LOOMIS J. TEMPLE DEPARTMENT
OF TRANSPORTATION PROJECT
LANDSCAPE ARCHITECT POST MILES 19.
0 RETAINING W A y y N®. 1012 QUANTITIESBY
L.
DIECKMANN CHECKED
R.
C. SIU SIGNOFFDATEDESIGN
DETAIL SHEET (ENGLISH) (REV. 03/14/12) ORIGINAL SCALE IN INCHES I
I I I I I UNIT: DISREGARD PRINTS BEARING REV151oN
DATES 5H,9T
1`0 FORREDUCEDPLANS0
1 2 3 PROJECT NUMBER & PHASE: 0818000047 CONTRACT NO.: EA OA4411 EARLIER REVISION DATES - — IILE_>
Wa Fll1012.dgn 0
0
00
COUNTY I ROUTE ITOTAL PROJECT
Riv 1 15 1 17.6/19.6
c
u
0
6'-2" SQ.
F'-n" -,n
ESTIMATED WEIGHT 240 Lbs.
TYPICAL LOGO PANEL ELEVATION
NO SCALE
FABRICATED, INTERNALLEY
ILLUMINATED ART PANEL
1" RECESS TYP. ALL SIDES
RECESS IN FRACTURED RIB)
NOTE:
THE CONTRACTOR SHALL VERIFY ALL
CONTROLLING FIELD DIMENSIONS
BEFORE ORDERING OR FABRICATING
ANY MATERIAL
ART PANEL
RECESS IN
xISt.
RACTURED
RIB
INTERNALLY
ILLUMINATED
USH-THROUGH
ACRYLIC i
6'-0" SQ.
i
J
ESTIMATED WEIGHT 205 Lbs.
TYPICAL ART PANEL ELEVATION
NO SCALE
29'-10"
o, _Q11
ESTIMATED WEIGHT 410 Lbs.
NO SCALE
LICENSED LANDSCAPE ARCHITECT o PNDSCAME
5' 6lOOFSCy
PLANS APPROVAL DATE
s"tfe [
09 /tJ/2020 ]}
Re^eWOI °a«
O
Exist. RETAINING
WALL
The State of California or its officers or agents sT e P
shall not be responsible for the accuracy or
INTERNALLY completeness of scanned copies of this plan sheet. cA P oP
ILLUMINATED
ART PANEL RIVERSIDE COUNTY TRANSPORTATION COMMISSION
FABRICATED ART
4 4080 LEMON STREET, 3RD FLOOR
PANEL WITH CUSTOM RIVERSIDE, CA 92501
PERFORATED PANEL O • O WKE, Inc.
RECESS IN Exist. 0 O 400 N. TUSTIN AVENUE, SUITE 275
FRACTURED RIB SANTA ANA, CA CA 92705
0. 6.
EVANS AND ASSOCIATES, INC. JDAVID4141 E.INLANDNBLVD., SUITE 250 O
ANCHOR BOLT PER 9 CA 91764IRE STRUCTURAL
ENGINEER
EQ. EQ. ANCHOR BOLTS PER
STRUCTURAL O
ENGINEER (TYP) O
w
POWER STUB -
OUT IN 2-
1/2" CENTER OF 0-
Exist.
FRACTURED RIB J TYPICAL
ART/ LOGO PANEL
SECTION NO
SCALE cs
wRECESS
LARSON
ELECTRONICS
DCP-
25 POWER CONVERTER
RECESS \-
ART - -6
TYP. PANEL
POWER
LOCATION NO
SCALE X
DESIGN
C. LOOMIS J. TEMPLE PREPARED FOR RTHE EBRIDGE No. TRANSs
N ART TRANSPORTATIONRTATIDESIGN
OVERSIGHT er CHECKED STATE OF CALIFORNIA KIMS.
RHODES 56EXXXX DETAILS
C. LOOMIS J. TEMPLE PROJECT LANDSCAPE ARCHITECT POST MILES X
QUANTITIES
BY
CHECKED DEPARTMENT OF TRANSPORTATION 19.0 g ,
g pg REAMING W A y y N®. 1012 SIGN
OFF DATE L. DIECKMANN R. C. SIU DESIGN
DETAIL SHEET (ENGLISH) (REV. 03/14/12) ORIGINAL SCALE IN INCHES I
1 11 1 1 1 UNIT: DISREGARD PRINTS BEARING D
TES rFOR
REDUCED PLANS o
1 2 3 PROJECT NUMBER & PHASE: 0818000047 CONTRACT NO.: EA OA4411 EARLIER REVISION DATES - - I1EV15 10 10 ILE_>
Wa Fll1012 DetQils.dgn 0
0
00
COUNTY I ROUTE ITOTAL PROJECT
Riv 1 15 1 17.6/19.6
I
M N l0 O V ao N
BEND IN THE WALL +
O N N
i i i i
10+00 11+00 12+00 13+00
e! AL L { 01 T C E V FL 0 e C D Li_— S V A T'1 0 N
SCALE: 1" = 20'
Exist. FRACTURED LL
RIB TEXTURE J
I OJ
I 00
PFINEL Pl1NF L PFINF L P9NF L PANFUL
DIAMOND DRIVE PANEL Ld
N
BEND IN THE WALL BRICK PATTERNED
10+00 11+00 12+00
WALL 1014 - STA. 10+00 TO STA. 12+00
SCALE: 1 " = 10'
rIIr
OJ
Ld00
W 'E PFIF EL PAGEL
wN
LICENSED LANDSCAPE ARCHITECT o PNDSCME
S6HU F s,rcy PLANS
APPROVAL DATE s"7 20 [ 09...1 D.t. ]} The
State of California or its officers or agents s Re"
eWQ`
eoa« P shall
not be responsible for the accuracy or completeness
of scanned copies of this plan sheet. CnL F RIVERSIDE
COUNTY TRANSPORTATION COMMISSION 4080
LEMON STREET, 3RD FLOOR RIVERSIDE,
CA 92501 WKE,
Inc. 400
N. TUSTIN AVENUE, SUITE 275 SANTA
ANA, CA CA 92705 DAVID
EVANS AND ASSOCIATES, INC. 4141
E. INLAND EMPIRE BLVD., SUITE 250 ONTARIO.
CA 91764 r
AINtL A PANEL '
C' 1
PANEL
PANEL '
B' rANLL
U PANEL '
F NOTE:
PANEL
DESIGN BY HUNT DESIGN.
PLACEMENT SHALL OCCUR
WITH ENCROACHMENT PERMIT.
Exist.
FRACTURED RIB TEXTURE—/ Exist. TEXTURED BRICK PATTERN lmuj 12+
00 13+00 PANEL 'C' WALL
1014 STA. 12+00 TO STA. 13+64 NOTE:
SCALE: 1'I = 10' THE
CONTRACTOR SHALL VERIFY ALL CONTROLLING
FIELD DIMENSIONS BEFORE
ORDERING OR FABRICATING ANY
MATERIAL X
DESIGN
C. LOOMIS J. TEMPLE E PREPAREDFORRTHEBRIDGE NO. TRANS
RTATI N ART TRANSPORTATIONDESIGN
OVERSIGHT er CHECKED STATE OF CALIFORNIA KIMS.
RHODES 56EXXXX DETAILS
C. LOOMIS J. TEMPLE PROJECT LANDSCAPE ARCHITECT POST MILES X
QUANTITIES
BY
CHECKED DEPARTMENT OF TRANSPORTATION 19.0 R E: T A I N I N G W -® L L N®. 1 014 SIGN
OFF DATE L. DIECKMANN R. C. SIU DESIGN
DETAIL SHEET (ENGLISH) (REV. 03/14/12) ORIGINAL SCALE IN INCHES UNIT: DISREGARD PRINTS BEARING REVISION
DATES sHe9r FOR
REDUCED PLANS o
1 2 3 PROJECT NUMBER & PHASE: 0818000047 CONTRACT NO.: EA OA4411 EARLIER REVISION DATES - — 10 FILE _>
Wall 1014.dgn m
0
0
J
w
a
COUNTY I ROUTE ITOTAL PROJECT
Riv 1 15 1 17.6/19.6
c
u
6'-2" SO.
r,, -r)" co
ESTIMATED WEIGHT 240 Lbs.
TYPICAL LOGO PANEL ELEVATION
NO SCALE
NOTE:
THE CONTRACTOR SHALL VERIFY ALL
CONTROLLING FIELD DIMENSIONS
BEFORE ORDERING OR FABRICATING
ANY MATERIAL
ART PANEL
RECESS IN
Exist.
FRACTURED
RIB
INTERNALLY
ILLUMINATED
PUSH -THROUGH
ACRYLIC I
6'-0" SO.
s:
3i
a
r
ESTIMATED WEIGHT 205 Lbs.
TYPICAL ART PANEL ELEVATION
NO SCALE
19'-8"
19'-6"
ESTIMATED WEIGHT 275 Lbs.
DIAMOND DRIVE STREET NAME ELEVATION
NO SCALE
INTERNALLY
ILLUMINATED
FABRICATED ART
PANEL WITH CUSTOM
PERFORATED PANEL
RECESS IN Exist.
FRACTURED RIB
v Exist. RETAINING
C, O • WALL
rART PANEL
ANCHOR BOLT PER
STRUCTURAL
ENGINEER
O
O
O -
Exist. FRACTURED RIB --"
TYPICAL ART/ LOGO
PANEL SECTION
NO SCALE
LICENSED LANDSCAPE ARCHITECT o\PNDSCAME
Ss 6HU F,rcy
PLANS APPROVAL DATE s"20 [ 09/17 /DODO ]}
Re"
eWQ`
oa«
The State of California or its officers or agents s eP shall
not be responsible for the accuracy or completeness
of scanned copies of this plan sheet. cA(F RIVERSIDE
COUNTY TRANSPORTATION COMMISSION 4080
LEMON STREET, 3RD FLOOR RIVERSIDE,
CA 92501 WKE,
Inc. 400
N. TUSTIN AVENUE, SUITE 275 SANTA
ANA, CA CA 92705 DAVID
EVANS AND ASSOCIATES, INC. 4141
E. INLAND EMPIRE BLVD., SUITE 250 ONTARIO.
CA 91764 EQ.
EQ. ANCHOR BOLTS PER
STRUCTURAL
ENGINEER(
TYP.) Lu
POWER STUB -
OUT IN D
o N CENTER
OF RECESS
N
N CARBON c3
ELECTRONICS w
DCP-
25 POWER CONVERTER
FABRICATED,
INTERNALLEY ° ILLUMINATED
ART PANEL RECESS ART 6
TYP. 1"
RECESS TYP. ALL SIDE PANEL RECESS
IN FRACTURED RIB) POWER
LOCATION NO
SCALE X
DESIGN
C. LOOMIS J. TEMPLETRANSPORTATION PREPAREDFORRTHEEBRIDGENO. ART
DESIGN
OVERSIGHT DETAILS er
CHECKED STATE OF CALIFORNIA KIMS.
RHODES 56EXXXX X
QUANTITIES
C.
LOOMIS BY
J.
TEMPLE CHECKED
DEPARTMENT OF TRANSPORTATION PROJECT
LANDSCAPE ARCHITECT Posr MILES 19.
0 L N®. 1014 RE: T A I N I N G W •® L. SIGN
OFF DATE L. DIECKMANN R. C. SIU DESIGN
DETAIL SHEET (ENGLISH) (REV. 03/14/12) ORIGINAL SCALE IN INCHES I
1 11 1 1 1 UNIT: DISREGARD PRINTS BEARING Da
TES rFOR
REDUCED PLANS o
1 2 3 PROJECT NUMBER & PHASE: 0818000047 CONTRACT NO.: EA OA4411 EARLIER REVISION DATES - - I1EV15 10 10 ILE_>
Wa Fll1014 DetQils.dgn 0
0
00
EXHIBIT "C"
COST ALLOCATION
Contract Item of Work Estimated RCTC CITY
Landscaping
Aesthetics
Cost
Aesthetic Features 250,000 0 250,000
Landscaping 1 ,400,000 980,000 354,000
Contingency 330,000 245,000 151 ,000
Total 1 ,980,000 1 ,225,000 755,000
RCTC contribution for Aesthetics and Landscaping shall not exceed $1 ,225,0067
CITY's contribution for Project shall not exceed $755,000.
01006.0005/510518.3 Exhibit C
17336.03600\32023536.2