Specifications Project 2025-02 - Addendum 2taQai4tra
CALIFORNIA -
ADDENDUM NUMBER 02
TO: All Prospective Bidders and Plan Holders
FROM: Ubaldo Ayon, Assistant Construction Manager
DATE: November 04, 2025
SUBJECT: Project No. 2025-02, FY25/26 PMP Rehab & Slurry Seal Improvements Project
The following shall be considered as incorporated into the project plans and specifications for the above
referenced project. Portions of plans and specifications not specifically mentioned in this Addendum
remain in force.
■ CLARIFICATIONS
Question 1. Can you please clarify the intent of added item #7 (Localized Dig Out and AC
Pavement Repair). Is this item for the spot repairs on the slurry streets? If this is the
intent, with having full depth repairs at 1.5" repairs in these areas there is no way to
quantify this item in sqft. Please advise.
Response: Another bid item of work has been added to separate the spot repairs. See
attached revised Section 1210 Bid Schedule.
■ PROJECT SPECIFICATIONS
Section 1210:
Section 1210 is replaced; the following is a summary of the changes:
• Bid Item 5 quantity revised to separate spot repair work
• Bid Item 7 description revised
• Bid Item 8 added for 1.5" grind and overlay spot repairs
• Bid item sequential numbering revised accordingly
Section 4000
Sheet 4000-20, add Section 15.0: Adjust to Grade, Water Valve Frame and Cover after
section 14.0 with the following:
15.0 ADJUST TO GRADE, WATER VALVE FRAME AND COVER (ADDITIVE ALTERNATE)
Adjust water valve can and lid to grade shall conform the latest Coachella Valley Water District
Standard Specifications for Construction of Domestic Water Systems and these Special
Provisions.
■
taQai4tra
._ CALIFORNIA -
The Contractor shall excavate to the top of the existing valve, remove the existing PVC pipe and
place a new C-900 PVC pipe and valve well frame in accordance with CVWD Standard Drawing
No. W-17.
Payment for Lower/Raise Water Valve Frame and Cover to Grade per CVWD Standards shall
be measured and paid for at the contract unit price per Each and shall include full compensation
for all labor, materials, tools, and equipment and for doing all work involved in excavation, removal
of the existing valve can and frame, placement of a new PVC well, frame, valve cover and
concrete collar, backfill and compaction per the plan and standard drawings and no additional
compensation will be allowed therefore.
Section 4000
Add Section 16.0: Adjust to Grade, Sewer Manhole Frame and Cover after section 15.0
with the following:
16.0 ADJUST TO GRADE, SEWER MANHOLE FRAME AND COVER (ADDITIVE
ALTERNATE)
Adjust Sanitary Sewer Manhole to Grade shall include all work necessary to adjust the sanitary
sewer manhole from its current location to the final location and grade shown per the plans and
specifications, these specifications, and Coachella Valley Water District (CVWD) requirements.
Adjust Sanitary Sewer Manhole to Grade shall include excavation and backfill, and adjusting the
sanitary sewer manhole to final grade elevations in accordance with CVWD standards including
replacing damaged covers, rings and frames.
Work includes all correspondence with CVWD for completion of the work.
The contract unit price paid for Lower/Raise Sanitary Sewer Manhole Frame and Cover to
Grade per CVWD Standards shall include the per Each price to include full compensation for
furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work
involved in adjusting the manhole, complete in place, as shown on the plans, as specified in the
Standard Specifications and these special provisions, and as directed by the Engineer with no
additional compensation allowed.
Section 4000
Add Section 17.0: Adjust to Grade, Sewer Clean -Out Frame and Cover after section 16.0
with the following:
17.0 ADJUST TO GRADE, SEWER CLEAN -OUT FRAME AND COVER (ADDITIVE
ALTERNATE)
Adjust Sanitary Sewer Clean -Out to Grade shall include all work necessary to adjust the sanitary
sewer clean -out from its current location to the final location and grade shown per the plans and
specifications, these specifications, and Coachella Valley Water District (CVWD) requirements.
■
taQai4tra
._ CALIFORNIA -
Adjust Sanitary Sewer Clean -Out to Grade shall include excavation and backfill, and adjusting
the sanitary sewer clean -out to final grade elevations in accordance with CVWD standards
including replacing damaged covers, v.c.p., and frames.
Work includes all correspondence with CVWD for completion of the work.
The contract unit price paid for Lower/Raise Sewer Clean -Out Frame and Cover to Grade per
CVWD Standards shall include the per Each price to include full compensation for furnishing all
labor, materials, tools, equipment, and incidentals, and for doing all the work involved in adjusting
the clean -out, complete in place, as shown on the plans, as specified in the Standard
Specifications and these special provisions, and as directed by the Engineer with no additional
compensation allowed.
■ PROJECT PLANS
The following changes are made to the plans:
• Sheet 13: Revised Striping notes and callouts.
• Sheet 14: Revised pavement delineation and signs for bike lanes between Blackhawk
Way and Miles. Revised Striping notes and callouts.
• Sheet 15: Revised pavement delineation and signs for bike lanes between Blackhawk
Way and Miles. Revised Striping notes.
• Sheet 16: Revised Striping note.
The Contractor is hereby notified; Addendum No. 02 must be acknowledged and initialed as
stipulated under the instructions to Bidders and submitted as part of the Bid. Failure to do so
shall result in the City designating said bid as "Non -Responsive."
APPROVED:
Digitally signed by Ubaldo Ayon
Date: 2025.11.03 14:56:17
-08'00'
Ubaldo Ayon, Assistant Construction Manager
Attachments: 1. Revised Bid Schedule Dated 11/04/2025
2. Revised Plan Sheets 13 - 16
END OF ADDENDUM NUMBER 02
Addendum 02 — 11/04/2025
SECTION 1210
BID SCHEDULE
PROJECT NO. 2025-02
FY25/26 PMP REHAB & SLURRY SEAL IMPROVEMENTS
City of La Quinta
78-495 Calle Tampico
La Quinta, CA 92253
To Whom It May Concern:
Pursuant to the Invitation to Bid, and in accordance with the provisions therein stated, the
undersigned hereby proposes and agrees that on award by the City under this Bid, to
execute a Contract, with necessary bonds, to furnish and install any and all labor,
materials, transportation and services for Project No. 2025-02, FY25/26 PMP Rehab &
Slurry Seal Improvements, in accordance with the plans and specifications therefore
adopted and on file with the City within the time hereinafter set forth and at the prices
named in this Bid. It is understood that the basis of award shall be the lowest total price
of the Base Bid Area plus all Additive Alternates and Deductive Alternates.
Unit prices in each and every case represent the true unit price used in preparing the bid
schedule totals (Bid Form). Unit prices listed herein include material, installation and
appurtenant work as is necessary to have the item complete and in place meeting the full
intent of the plans and specifications. We acknowledge that unbalanced unit prices shall
be sufficient cause for the rejection of our bid.
Bid Schedule 1210-1
Addendum 02 — 11/04/2025
BASE BID — FY25/26 PMP REHAB & SLURRY SEAL IMPROVEMENTS
Item
Item Description
Est.
Unit
Unit Price
Item Total
No.
Qty.
(in figures)
(in figures)
Dollars
Dollars
1
Mobilization
1
LS
$
$
2
Traffic Control
1
LS
$
$
3
Dust Control
1
LS
$
$
4
Crack Seal and Type 11, Latex
27761,010
SF
$
$
Emulsion Ag re ate Slurry
Pavement Repair Type I: 1 1/2"
5
Grind and Asphalt Concrete
662,770
SF
$
$
Overlay
Pavement Repair Type 11:
6
Remove Ex. A.C., Compacting
66,360
SF
$
$
Ex. Base, and Variable Overlay
(Depth Per Plan
Localized Dig Out and AC
7
Pavement Type 11 Repair per
1,130
SF
$
$
Plan
Localized Dig Out and AC
8
Pavement Type I Repair per
1,250
SF
$
$
Plan
9
Lower and Raise Drainage
6
EA
$
$
Manhole
10
Signing and Striping, Including
1
LS
$
$
All Incidentals
Total Amount of Bid Items 1 — 10
$
City may award all or none of the following additive alternates:
ADDITIVE ALTERNATE NO. 1
Item
Item Description
Est.
Unit
Unit Price
Item Total
No.
Qty.
(in figures)
(in figures)
Dollars
Dollars
1
Lower Water Valve Frame and
88
EA
$
$
Cover Per CVWD Standards
2
Raise Water Valve Frame and
88
EA
$
$
Cover Per CVWD Standards
Total Amount of Additive Alternate No. 1 Items 1 — 2
$
Bid Schedule 1210-2
Addendum 02 — 11/04/2025
ADDITIVE ALTERNATE NO. 2
Item
Item Description
Est.
Unit
Unit Price
Item Total
No.
Qty.
(in figures)
(in figures)
Dollars
Dollars
Lower Sewer Manhole Frame
1
and Cover Per CVWD
33
EA
$
$
Standards
Raise Sewer Manhole Frame
2
and Cover Per CVWD
33
EA
$
$
Standards
Total Amount of Additive Alternate No. 2 Items 1 — 2
$
ADDITIVE ALTERNATE NO. 3 — Hidden River Road
Item
Item Description
Est.
Unit
Unit Price
Item Total
No.
Qty.
(in figures)
(in figures)
Dollars
Dollars
1
Mobilization
1
LS
$
$
2
Traffic Control
1
LS
$
$
3
Dust Control
1
LS
$
$
Pavement Repair Type II:
4
Remove Ex. A.C., Compacting
7,540
SF
$
$
Ex. Base, And Variable Overlay
Depth Per Plan
5
Lower Water Valve Frame and
12
EA
$
$
Cover Per CVWD Standards
6
Raise Water Valve Frame and
12
EA
$
$
Cover Per CVWD Standards
Total Amount of Additive Alternate No. 3 Items 1 — 6
$
Bid Schedule 1210-3
Addendum 02 — 11/04/2025
ADDITIVE ALTERNATE NO. 4 — La Quinta Hiqhlands
Item
Item Description
Est.
Unit
Unit Price
Item Total
No.
Qty.
(in figures)
(in figures)
Dollars
Dollars
1
Mobilization
1
LS
$
$
2
Traffic Control
1
LS
$
$
3
Dust Control
1
LS
$
$
Pavement Repair Type II:
4
Remove Ex. A.C., Compacting
423,330
SF
$
$
Ex. Base, And Variable Overlay
Depth Per Plan
5
Lower Water Valve Frame and
73
EA
$
$
Cover Per CVWD Standards
6
Raise Water Valve Frame and
73
EA
$
$
Cover Per CVWD Standards
Lower Sewer Manhole Frame
7
and Cover Per CVWD
31
EA
$
$
Standards
Raise Sewer Manhole Frame
8
and Cover Per CVWD
31
EA
$
$
Standards
Lower Sewer Clean -Out Frame
9
and Cover Per CVWD
3
EA
$
$
Standards
Raise Sewer Clean -Out Frame
10
and Cover Per CVWD
3
EA
$
$
Standards
Total Amount of Additive Alternate No. 4 Items 1 — 10
$
DEDUCTIVE ALTERNATE NO. 1 — La Quinta Highlands
Item
Item Description
Est.
Unit
Unit Price
Item Total
No.
Qty.
(in figures)
(in figures)
Dollars
Dollars
1
Crack Seal and Type II, Latex
423,330
SF
$
$
Emulsion Aggregate Slurry
Total Amount of Deductive Alternate No. 1 Items 1:
$
Bid Schedule 1210-4
Addendum 02 — 11/04/2025
GRAND TOTAL BASE BID PLUS ALL ADDITIVE AND DEDUCTIVE ALTERNATES
(Figures):
GRAND TOTAL BASE BID PLUS ALL ADDITIVE AND DEDUCTIVE ALTERNATES
(Words):
Bid Amount of each of the above Bid Items must be filled in and completed. It is
understood that the quantities shown hereon are but estimates and the bidder is
responsible to verify quantities prior to submitting a bid. Final payment will be based
upon actual work performed, subject to such adjustments and alterations as elsewhere
provided herein.
Signature of Bidder (Ink)
Name of Bidder (Printed or Typed)
Bidder Telephone Number
Bidder Email Address
Bid Schedule 1210-5
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BASIS OF BEARING APPROVED BY: CITY OF LA QUINTA
Civil Engineering 68-955 Adelina Road
Traffic Engineering Cathedral City, CA 92234
A GF� 1 Contract Project
MAdm
QROFESS/ON Administration
(760) 323-5344
v Consulting
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EXP. 12-31-26 PREPARED UNDER TH SUPERVISION OF:
C / V \ � �`P6110-14-2025
TF OF CA_\F LORISSA A. GRUEHL, PE DATE
R.C.E. 76730 EXPIRES 12/31/26
APP'V'D I DATE
N/A
BENCH MARK:
N/A
BRYAN McKINNEY, P.E. DATE
PUBLIC WORKS DIRECTOR/CITY ENGINEER
R.C.E. No. 49418 EXP. DATE: 09/30/26
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STRIPE 6 INCH WIDE WHITE LANE LINE AND INSTALL RAISED O
Q3 PAVEMENT MARKERS, PER CAMUTCD FIGURE 3A-102 (CA),
DETAIL 9
4QSTRIPE 8 INCH WIDE WHITE DASHED DROP LANE LINE, PER
CAMUTCD FIGURE 3A-111 (CA), DETAIL 37B
5QSTRIPE 8 INCH WHITE CHANNELIZING LINE, CAMUTCD FIGURE
3A-112 (CA), DETAIL 38
QSTRIPE 6 INCH WIDE WHITE BIKE LANE, PER CAMUTCD FIGURE
6 3A-112 (CA), DETAIL 39
QSTRIPE 6 INCH WIDE WHITE DASHED BIKE LANE, PER CAMUTCD
7 FIGURE 3A-112 (CA), DETAIL 39A
PAINT WHITE "BIKE" AND "LANE" LETTERING, "HELMETED
gQBICYCLIST" SYMBOL, AND SMALL BIKE LANE ARROW, PER
CALTRANS STANDARD PLANS A24A, A24C, AND A24D, AND AS
POSITIONED PER MUTCD FIGURE 9C-3. PAINT CENTERED ON
GREEN RECTANGULAR BACKGROUND, 3.5'X37' O
QPAINT WHITE GOLF CART LANE SYMBOL, PER DETAIL ON
9 SHEET 2
PAINT PAVEMENT MARKING, TYPE PER PLAN
11 STRIPE 6 INCH WIDE WHITE LINE
QPAINT 12 INCH WHITE DIAGONAL, 50' O.C.
QINSTALL GREEN PAINT WITHIN THE BIKE LANE DASHED AREA
REMOVE AND REPLACE CLASS 1 SURFACE MOUNTED TUBULAR
1 DELINEATOR, TYPE AND SPACING PER PLAN
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NOTES TO CONTRACTOR:
1. PROTECT IN PLACE ALL MANHOLES AND VALVES, UNLESS SHOWN
AS ADJUST TO GRADE.
2. PROTECT IN PLACE ALL SURVEY MONUMENTS OR RE-ESTABLISH
PER GENERAL NOTES.
3. STATIONING AND CENTERLINE IS SHOWN FOR REFERENCE ONLY
AND HAS NOT BEEN TIED DOWN BY SURVEYOR.
4. FOR ANY CRACK, OR VOID, GREATER THAN 1", FILL WITH
COMPACTED PEA -GRAVEL AND SS GRADE ASPHALTIC EMULSION
OR HOT MIX ASPHALT DIRECTED BY THE ENGINEER. SEALANT
SHALL NOT EXCEED 1" DEPTH.
5. DEPTHS NOT VERIFIED; CONTRACTOR RESPONSIBLE TO FIELD
CHECK.
6. REFRESH ANY STRIPING DAMAGED OR COVERED FROM
CONSTRUCTION ACTIVITY TRACK -OUT.
7. REFRESH EXISTING STRIPING, PAVEMENT MARKINGS, AND
CROSS -WALKS ON ALL LEGS AND CROSS STREETS 25' BEYOND
THE LIMIT LINE AND CROSS WALKS.
8. PROTECT IN PLACE ALL EXISTING SIGNS, UNLESS NOTED
OTHERWISE.
IN THE CITY OF LA QUINTA DESIGN: DATE:
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LG OCT 2025
PROJECT No. 2025-02 DRAFT: PRIVATE REFERENCE:
LG N/A
FY 25/26 PMP REHAB + SLURRY SEAL IMPROVEMENTS CHECK:
ADAMS STREET JN SHEET 13
STA 10+00 TO STA 43+00 SCALE: PER PLAN 19 OF SHEETS
FOR: CITY OF LA OUINTA
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CONSTRUCTION NOTES:
OSTRIPE 6 INCH WIDE WHITE LANE LINE AND INSTALL RAISED ADJUST WATER VALVE FRAME AND COVER TO GRADE PER APAVEMENT MARKERS, PER CAMUTCD FIGURE 3A-102 (CA), A STRIPE 6 INCH WIDE WHITE LINE
1O PROTECT IN PLACE O6 CVWD STANDARD PLAN W-17 AND W-18 DETAIL 9
INSTALL SIGN WITH NEW POST AND FOOTING (TYPE AS
ADJUST SEWER STRIPE 8 INCH WHITE CHANNELIZING LINE, CAMUTCD FIGURE 1Q SHOWN) PER CALTRANS STANDARD RSP RS5
O2 CRACK FILL AND TYPE II SLURRY SEAL O CVWD STANDARD PLAN OS-1 gLE RAME AND COVER TO GRADE PER � 3A-112 (CA), DETAIL 38
STRIPE 6 INCH WIDE YELLOW CENTERLINE AND INSTALL
O PAVEMENT REPAIR TYPE I: 1 1/2" GRIND AND ASPHALT UTILITY ASSEMBLY TO BE ADJUSTED TO GRADE BY UTILITY
STRIPE 6 INCH WIDE WHITE BIKE LANE, PER CAMUTCD FIGUR RAISED PAVEMENT MARKERS, PER CAMUTCD FIGURE 3A-10, O � CONCRETE OVERLAY OWNER. CONTRACTOR TO COORDINATE WITH UTILITY OWNER 3A-112 (CA), DETAIL 39 (CA), DETAIL 22
STRIPE 6 INCH WIDE WHITE DASHED BIKE LANE, PER CAMUTC STRIPE 6 INCH WIDE DOUBLE YELLOW MEDIAN ISLAND AND
O5 PER ADJUST
CVWD STANDARD PHAS 1 MANOLE
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FRAME AND COVER TO GRADE FIGURE 3A-112 (CA), DETAIL 39A A 3A-107 CA ,I DEDAPAVEMENT MARKERS, PER CAMUTCD FIGUI
PAINT WHITE "BIKE" AND "LANE" LETTERING, "HELMETED
BICYCLIST" SYMBOL, AND SMALL BIKE LANE ARROW, PER /� STRIPE 6 INCH WIDE YELLOW TWO-WAY LEFT -TURN STRIPIN
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16
345'
LEGEND:
CRACK FILL AND TYPE II SLURRY SEAL
PAVEMENT REPAIR TYPE I: GRIND AND ASPHALT
CONCRETE OVERLAY
CENTERLINE
_ GRIND AND ASPHALT CONCRETE OVERLAY
LIMITS
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NOTES TO CONTRACTOR:
1. PROTECT IN PLACE ALL MANHOLES AND VALVES, UNLESS SHOWN
AS ADJUST TO GRADE.
2. PROTECT IN PLACE ALL SURVEY MONUMENTS OR RE-ESTABLISH
PER GENERAL NOTES.
3. STATIONING AND CENTERLINE IS SHOWN FOR REFERENCE ONLY
AND HAS NOT BEEN TIED DOWN BY SURVEYOR.
4. FOR ANY CRACK, OR VOID, GREATER THAN 1", FILL WITH
COMPACTED PEA -GRAVEL AND SS GRADE ASPHALTIC EMULSION
OR HOT MIX ASPHALT DIRECTED BY THE ENGINEER. SEALANT
SHALL NOT EXCEED 1" DEPTH.
5. DEPTHS NOT VERIFIED; CONTRACTOR RESPONSIBLE TO FIELD
CHECK.
6. REFRESH ANY STRIPING DAMAGED OR COVERED FROM
CONSTRUCTION ACTIVITY TRACK -OUT.
7. REFRESH EXISTING STRIPING, PAVEMENT MARKINGS, AND
CROSS -WALKS ON ALL LEGS AND CROSS STREETS 25' BEYOND
THE LIMIT LINE AND CROSS WALKS.
8. PROTECT IN PLACE ALL EXISTING SIGNS, UNLESS NOTED
OTHERWISE.
BASIS OF BEARING APPROVED BY: CITY OF LA QUINTA IN THE CITY OF LA QUINTA DESIGN: DATE:
Civil Engineering 68-955 Adelina Road LG OCT 2025
N/A ROFESS/OTraffic Engineering Cathedral City, CA 92234
O Q A. Nil N I Project Management y PROJECT No. 2025-02 DRAFT: PRIVATE REFERENCE:
Contract Administration �760) 323-5344 LG N/A
Consulting FY 25/26 PMP REHAB + SLURRY SEAL IMPROVEMENTS CHECK:
REVISED PAVEMENT DELINEATION AND SIGNS FOR w R.C.E. 76730 ADAMS STREET
R O 10/31/25 LG v ` r
JN SHEET 14
BIKE LANE BENCH MARK:
_ . � PREPARED UNDER TH SUPERVISION OF: SCALE: OF
O 10/27/25 LG ADDITIONAL PAVEMENT MARKINGS N/A EXP. 12-31-26 �c STA 43+00 TO STA 78+50 Know what's below. NO. DATE INIT. APP'V'D DATE BRYAN McKINNEY, P.E. DATE �gTFc / v o��` 10-14-2025
PER PLAN 19 SHEETS
Ca11811before YOU dig. R E V I S I 0 N S PUBLIC WORKS DIRECTOR/CITY ENGINEER OF CA��F LORISSA A. GRUEHL, PE DATE FOR: CITY OF LA QUINTA
R.C.E. No. 49418 EXP. DATE: 09 30 26 R.C.E. 76730 EXPIRES 12/31/26
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SCAT E: 1 "=40'
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STRIPE 6 INCH WIDE WHITE LANE LINE AND INSTALL RAISED
PAVEMENT MARKERS, PER CAMUTCD FIGURE 3A-102 (CA),
11
STRIPE 6 INCH WIDE WHITE LINE
DETAIL 9
STRIPE 8 INCH WIDE WHITE DASHED DROP LANE LINE, PER
1Q
PAINT 12 INCH WHITE DIAGONAL, 50' O.C.
O
CAMUTCD FIGURE 3A-111 (CA), DETAIL 37B
QSTRIPE
8 INCH WHITE CHANNELIZING LINE, CAMUTCD FIGURE
1Q
INSTALL GREEN PAINT WITHIN THE BIKE LANE DASHED AREA
40 20 0 40 80 120
5
3A-112 (CA), DETAIL 38
6 INCH WIDE WHITE BIKE LANE, PER CAMUTCD FIGUR
1Q
INSTALL SIGN WITH NEW POST AND FOOTING (TYPE AS
QSTRIPE
6
SHOWN) PER CALTRANS STANDARD RSP RS5
SCALE: 1"=40'
3A-112 (CA), DETAIL 39
STRIPE 6 INCH WIDE YELLOW CENTERLINE AND INSTALL
6 INCH WIDE WHITE DASHED BIKE LANE, PER CAMUTC
RAISED PAVEMENT MARKERS, PER CAMUTCD FIGURE 3A-104
NOTES TO CONTRACTOR:
QSTRIPE
7
FIGURE 3A-112 (CA), DETAIL 39A
(CA), DETAIL 22
PAINT WHITE "BIKE" AND "LANE" LETTERING, "HELMETED
STRIPE 6 INCH WIDE YELLOW TWO-WAY LEFT -TURN STRIPING
1.
PROTECT IN PLACE ALL MANHOLES AND VALVES, UNLESS SHOWN
BICYCLIST" SYMBOL, AND SMALL BIKE LANE ARROW, PER
Q
AND INSTALL RAISED PAVEMENT MARKERS, PER CAMUTCD
QCALTRANS
STANDARD PLANS A24A, A24C, AND A24D, AND AS
FIGURE 3A-108 (CA), DETAIL 32
AS ADJUST TO GRADE.
POSITIONED PER MUTCD FIGURE 9C-3. PAINT CENTERED ON
2.
PROTECT IN PLACE ALL SURVEY MONUMENTS OR RE-ESTABLISH
GREEN RECTANGULAR BACKGROUND, 3.5'X37'
Q
REMOVE EXISTING SIGN (IF NEEDED) AND INSTALL NEW SIGN
ON EXISTING POST, TYPE PER PLAN
PER GENERAL NOTES.
O
DETAIL 22 I 0
3.
STATIONING AND CENTERLINE IS SHOWN FOR REFERENCE ONLY
DETAIL 32
1 TYP.
6 220' 1 +
AND HAS NOT BEEN TIED DOWN BY SURVEYOR.
12
I4.
FOR ANY CRACK, OR VOID, GREATER THAN 1", FILL WITH
ip /7Ir—
COMPACTED PEA -GRAVEL AND SS GRADE ASPHALTIC EMULSION
F_
-
M - - - - - - - - -
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-_ _ _ _ _ _ _ _��
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OR HOT MIX ASPHALT DIRECTED BY THE ENGINEER. SEALANT
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SHALL NOT EXCEED 1" DEPTH.
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6.
REFRESH ANY STRIPING DAMAGED OR COVERED FROM
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7.
REFRESH EXISTING STRIPING, PAVEMENT MARKINGS, AND
CURB & 12
ARROW 1 220' 1
I
CROSS -WALKS ON ALL LEGS AND CROSS STREETS 25' BEYOND
1 GUTTER TYP.
TYP.
C
THE LIMIT LINE AND CROSS WALKS.
1 G
8.
PROTECT IN PLACE ALL EXISTING SIGNS, UNLESS NOTED
O
100,
TYPE IV (R)
ARROW
OTHERWISE.
80' REVERSE CURVE
BASIS OF BEARING APPROVED BY: CITY OF LA QUINTA IN THE CITY OF LA QUINTA DESIGN: DATE:
Civil Engineering 68-955 Adelina Road LC OCT 2025
N/A ROFESS/OTraffic Engineering Cathedral City, CA 92234
Nil N I Project Management y PROJECT No. 2025-02 DRAFT: PRIVATE REFERENCE:
Contract Administration �760� 323-5344 LG N/A
Consulting FY 25/26 PMP REHAB + SLURRY SEAL IMPROVEMENTS CHECK:
BENCH MARK: w R.C.E. 76730 m ADAMS STREET �N SHEET 15
O 10/31/25 LG REVISED PAVEMENT DELINEATION AND SIGNS FOR N/A EXP. 12-31-26 PREPARED UNDER TH SUPERVISION OF: SCALE: OF
BIKE LANE * STA 78+50 TO STA 114+00 PER PLAN 19 SHEETS
Know what's below. NO. DATE INIT. APP'V'D DATE BRYAN McKINNEY, P.E. DATE �gTFC / v o��,`� 10-14-2025
Ca11811beforeyoudig. R E V I S I 0 N S PUBLIC WORKS DIRECTOR/CITY ENGINEER OF CA��F LORISSA A. GRUEHL, PE DATE FOR: CITY OF LA QUINTA
R.C.E. No. 49418 EXP. DATE: 09 30 26 R.C.E. 76730 EXPIRES 12/31/26
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DETAIL 39A CURB &
1 100, 1 GUTTER
1 DETAIL 39 TYP.
CONST. C/L
= 3
ADAMS STREET + —
�
EX. C/L RIBBON 1
GUTTER
BERMUDA DUNES
COUNTRY CLUB
CONSTRUCTION NOTES:
0 PROTECT IN PLACE
OPAVEMENT REPAIR TYPE I: 1 1/2" GRIND AND ASPHALT
CONCRETE OVERLAY
OADJUST WATER VALVE FRAME AND COVER TO GRADE PER
CVWD STANDARD PLAN W-17 AND W-18
OADJUST SEWER MANHOLE FRAME AND COVER TO GRADE PER
CVWD STANDARD PLAN S-1 B
FRED WARING DRIVE
S
TYPE IV (R)
/EXACT LOCATION T.B.D.
IN FIELD BY CITY
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w
z
75
w
m
r)GTAII '2QA
CITY OF LA QUINTA
BERMUDA DUNES
SCALE: 1 "_40'
40 20 0 40 80 120
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CURB &
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2
NOTES TO CONTRACTOR:
1.
PROTECT IN PLACE ALL MANHOLES AND VALVES, UNLESS SHOWN
AS ADJUST TO GRADE.
2.
PROTECT IN PLACE ALL SURVEY MONUMENTS OR RE-ESTABLISH
PER GENERAL NOTES.
3.
STATIONING AND CENTERLINE IS SHOWN FOR REFERENCE ONLY
STRIPING NOTES:
LEGEND:
AND HAS NOT BEEN TIED DOWN BY SURVEYOR.
4.
FOR ANY CRACK, OR VOID, GREATER THAN 1", FILL WITH
Q
PLACE BACK ORIGINAL STRIPING AND TYPE IN SAME LOCATION
777
PAVEMENT REPAIR TYPE I: GRIND AND ASPHALT
COMPACTED PEA -GRAVEL AND SS GRADE ASPHALTIC EMULSION
CONCRETE OVERLAY
OR HOT MIX ASPHALT DIRECTED BY THE ENGINEER. SEALANT
STRIPE 8 INCH WHITE CHANNELIZING LINE, CAMUTCD FIGURE
SHALL NOT EXCEED 1" DEPTH.
3A-112 (CA), DETAIL 38
CENTERLINE
5.
DEPTHS NOT VERIFIED; CONTRACTOR RESPONSIBLE TO FIELD
6 INCH WIDE WHITE BIKE LANE, PER CAMUTCD FIGURE
IZ-IZL
CHECK.
QSTRIPE
6
3A-112 (CA), DETAIL 39
_ _ EXISTING EDGE OF PAVEMENT
6.
REFRESH ANY STRIPING DAMAGED OR COVERED FROM
PAINT WHITE "BIKE" AND "LANE" LETTERING, "HELMETED
CONSTRUCTION ACTIVITY TRACK -OUT.
BICYCLIST" SYMBOL, AND SMALL BIKE LANE ARROW, PER
8
CALTRANS STANDARD PLANS A24A, A24C, AND A24D, AND AS
7.
REFRESH EXISTING STRIPING, PAVEMENT MARKINGS, AND
POSITIONED PER MUTCD FIGURE 9C-3. PAINT CENTERED ON
CROSS -WALKS ON ALL LEGS AND CROSS STREETS 25' BEYOND
GREEN RECTANGULAR BACKGROUND, 3.5'X37'
OTHE
2
LIMIT LINE AND CROSS WALKS.
PAINT WHITE GOLF CART LANE SYMBOL, PER DETAIL ON
8.
PROTECT IN PLACE ALL EXISTING SIGNS, UNLESS NOTED
9
SHEET 2
J
OTHERWISE.
BASIS OF BEARING APPROVED BY: CITY OF LA QUINTA IN THE CITY OF LA QUINTA DESIGN: DATE:
Civil Engineering 68-955 Adelina Road LC OCT 2025
N/A ROFESS/OTraffic Engineering Cathedral City, CA 92234
O Q A. Nil N I Project Management y PROJECT No. 2025-02 DRAFT: PRIVATE REFERENCE:
Contract Administration (760) 323-5344 LG N/A
Consulting FY 25/26 PMP REHAB + SLURRY SEAL IMPROVEMENTS CHECK:
BENCH MARK: w R.C.E. 76730 m ADAMS STREET JN SHEET 16
EXP. 12-31-26 PREPARED UNDER TH SCALE: SUPERVISION OF: OF
O 10/31/25 LG REVISED STRIPING NOTE N/A STA 114+00 TO STA END PER PLAN 19 SHEETS
Know what's below. NO. DATE INIT. APP'V'D DATE BRYAN McKINNEY, P.E. DATE �gTFc / v 0��` 10-14-2025
Ca11811before YOU dig. R E V I S I 0 N S PUBLIC WORKS DIRECTOR/CITY ENGINEER OF CA��F LORISSA A. GRUEHL, PE DATE FOR: CITY OF LA QUINTA
R.C.E. No. 49418 EXP. DATE: 09 30 26 R.C.E. 76730 EXPIRES 12/31/26