Specifications Project 2023-15 FY 22-23 Pavement Management Plan - Addendum 1ta �W
CALIFORNIA
ADDENDUM NUMBER 1
TO: All Prospective Bidders and Plan Holders
FROM: Bryan McKinney, P.E., Public Works Director/City Engineer
DATE: November 30, 2023
SUBJECT: Project No. 2023-15, FY22/23 Pavement Management Plan
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.
■ PROJECT SPECIFICATIONS
Section 1210:
Section 1210 is replaced; the following is a summary of the changes:
• Additive Alternate Schedule 1 has the following changes
o Item 4 Earthwork units has changed from LS to CY
o Item 5 has been added for Remove of Roadway Section
o Item 7 has been added for Grind and Overlay
Section 1340:
Sheet 1340-3, Subsection 2.2 Insurance, Replace paragraph 2 with the following:
AG RPad�-,-
Commercial General Liability (at least as broad as ISO CG 0001)
$2, 000, 000 (per occurrence)
$4, 000, 000 (general aggregate)
Must include the following endorsements:
General Liability Additional Insured
General Liability Primary and Noncontributory
Is Amended to Read:
Commercial General Liability (at least as broad as ISO CG 0001)
$5,000,000 (per occurrence)
$5,000,000 (general aggregate)
Must include the following endorsements:
General Liability Additional Insured
General Liability Primary and Noncontributory
ta Q�dAra
CALIFORNIA
Section 4000:
Sheet 4000-13, Section 11: Emulsion Aggregate Slurry Seal, Replace paragraph 8 with the
following:
As Reads:
During slurry seal operations, it shall be the Contractor's responsibility to place protective covering
over, or to otherwise avoid slurry seal coating of manholes, utility covers, pavement markers
(reflective and non -reflective), concrete gutters, concrete cross gutters, and drainage facilities,
survey monuments and remove said covering and/or slurry seal coating after slurry sealing has
been completed.
Is Amended to Read:
During slurry seal operations, it shall be the Contractor's responsibility to place protective covering
over, or to otherwise avoid slurry seal coating of manholes, utility covers, concrete gutters,
concrete cross gutters, and drainage facilities, survey monuments and remove said covering
and/or slurry seal coating after slurry sealing has been completed.
Sheet 4000-24, Section 16: Earthwork, Replace the measurement and payment paragraph
with the following:
As Reads
The contract Lump Sum price paid for Earthwork includes full compensation for furnishing all
labor, materials, tools, equipment, and incidentals and for doing all the work involved in Earthwork,
complete in place, as shown on the plans, as specified in the Standard Specifications for Public
Works Construction and these Special Provisions, and as directed by the Engineer, unless there
is a bid item specifically called out for a more specific item of work.
Is Amended to Read:
Earthwork shall be paid at contract unit price per Cubic Yard (CY) for all earthwork and grading
required to complete the bike lane widening and parkway grading; this item of work includes full
compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing
all the work involved in Earthwork, complete in place, as shown on the plans, as specified in the
Standard Specifications for Public Works Construction and these Special Provisions, and as
directed by the Engineer, unless there is a bid item specifically called out for a more specific item
of work.
Earthwork will be measured and paid by export material leaving the site and legally
disposed. The shaping of the slopes and preparation of subgrade under the roadway
section is considered as incidental to this and other items of work.
ta �W
CALIFORNIA -
■ PROJECT PLANS
Sheets 2-5, 10, and 14 are replaced with the attached. The addendum includes additional notes
and details for the Additive Alternate to construct a bike lane on Monroe in various areas.
The Contractor is hereby notified; Addendum No. 1 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.
Bryan 'JlcKinney, P.E.
Public Works Director/City Engineer
Attachments: 1. Bid Schedule Dated 11/30/2023
2. Revised Plan Sheets 2-5, 10, and 14
END OF ADDENDUM NUMBER 1
ADDENDUM O1 — 11/30/2023
SECTION 1210
BID SCHEDULE
PROJECT NO. 2023-15
FY22/23 PAVEMENT MANAGEMENT PLAN
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. 2023-15, FY22/23 PAVEMENT
MANAGEMENT PLAN 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.
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 O1 — 11/30/2023
BASE BID — FY22/23 PAVEMENT MANAGEMENT PLAN
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
$
$
Sawcut, Remove and Dispose
3
of Existing Concrete Curb; Curb
100
LF
$
$
and Gutter
Construct 6" Curb and Gutter
per City of La Quinta Standard
4
201, 3" Dowel into Adjacent
90
LF
$
$
Existing Concrete Curb and
Gutter
Construct 6" Curb per City of La
5
Quinta Standard 210, 3" Dowel
10
LF
$
$
into Adjacent Existing Concrete
Curb
6
Crack Seal and Type I, Latex
33,295
SF
$
$
Emulsion Aggregate Slurry
7
Crack Seal and Type II, Latex
1,800,670
SF
$
$
Emulsion Aggregate Slurry
Pavement Repair Type I: 2"
8
Grind and Asphalt Concrete
38,583
SF
$
$
Overlay
Pavement Repair Type II: Edge
9
Repair AC Showing; Grind AC
90
SF
$
$
Shoving 2" Below Adjacent
Surface and 2" Overlay
Pavement Repair Type III:
10
Remove AC (4 1/2"), Compact
332
SF
$
$
Existing Base, and Variable
Overlay (4 1 /2" - 5 1 /2"
11
Signing and Striping, Including
1
LS
$
$
All Incidentals
Total Amount of Bid Items 1 — 11
$
Bid Schedule 1210-2
ADDENDUM 01 — 11 /30/2023
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
Mobilization
1
LS
$
$
2
Traffic Control
1
LS
$
$
3
Dust Control
1
LS
$
$
4
Earthwork
1,300
CY
$
$
Remove Roadway Section to
5
Full Depth Required for
5,400
SF
$
$
Proposed Roadway Width
Construct 5" Asphalt Concrete
6
Pavement Over 6" Aggregate
20,430
SF
$
$
Base
7
2" Grind and Asphalt Concrete
3,614
SF
$
$
Overlay
8
Signing and Striping, Including
1
LS
$
$
All Incidentals
Total Amount of Bid Items 1 — 8
$
ADDITIVE ALTERNATE NO. 2
Item
Item Description
Est.
Unit
Unit Price
Item Total
No.
Qty.
(in figures)
(in figures)
Dollars
Dollars
1
Lower Sewer Manhole to Grade
8
EA
$
$
per CVWD Standards
2
Raise Sewer Manhole to Grade
g
EA
$
$
per CVWD Standards
Total Amount of Bid Items 1 — 2
$
Bid Schedule 1210-3
ADDENDUM O1 — 11/30/2023
GRAND TOTAL BASE BID PLUS ALL ADDITIVE ALTERNATES (Figures):
Eli
GRAND TOTAL BASE BID PLUS ALL ADDITIVE 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 1210-4
PMP SLURRY SEAL IMPROVEMENTS CONSTRUCTION
NOTES AND ESTIMATE OF QUANTITIES
ITEM
DESCRIPTION
UNIT
QUANTITY*
10
PROTECT IN PLACE
--
--
REMOVE, AND DISPOSE OF EXISTING CONCRETE
OSAWCUT,
2
CURB; AND CURB AND GUTTER
LF
100
O3
CONSTRUCT 6" CURB & GUTTER PER CITY OF LA QUINTA
STANDARD 201, 3" DOWEL INTO ADJACENT EXISTING
LF
90
CONCRETE CURB
OCONSTRUCT
4
6" CURB PER CITY OF LA QUINTA STANDARD 210,
LF
10
3" DOWEL INTO ADJACENT EXISTING CONCRETE CURB
O5
CRACK FILL AND TYPE I SLURRY SEAL
SF
33,295
O6
CRACK FILL AND TYPE II SLURRY SEAL
SF
1,800,670
OPAVEMENT
REPAIR TYPE I: 2" GRIND AND ASPHALT CONCRETE
SF
38,583
OVERLAY
OPAVEMENT
8
REPAIR TYPE II: EDGE REPAIR AC SHOVING; GRIND
SF
90
AC SHOVING 2" BELOW ADJACENT SURFACE AND 2" OVERLAY
REPAIR TYPE III: REMOVE AC (4 1/2"), COMPACT
OPAVEMENT
EXISTING BASE, AND VARIABLE OVERLAY (4 1/2" - 5 1/2")
SF
332
10
PAVEMENT REPAIR TYPE IV: APPLY ASPHALT MASTIC TO
TRANSVERSE CRACKS LARGER THAN 1 1/2" @ 30' O.C.; AND
--
--
GAP BETWEEN GUTTER LIP AND PAVEMENT
ADDITIVE ALTERNATE PMP SLURRY SEAL IMPROVEMENTS
CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES
ITEM
DESCRIPTION
UNIT
QUANTITY*
11
CONSTRUCT 5" ASPHALT CONCRETE OVER 6" AGGREGATE
SF
20,774
BASE OVER 12" SCARIFIED AND COMPACTED NATIVE
12
CONSTRUCT TAPERED EDGE PER DETAIL ON SHEET 2
LF
3,614
13
S
ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE PER
EA
8
CVWD ST DA D P AN S-1 B
SREMOVE
S
ROADWAY SECTION TO FULL DEPTH REQUIRED FOR
SF
5,400
PROPOSED ROADWAY SECTION
15
V WIDE, 2" DEPTH, GRIND AND ASPHALT CONCRETE OVERLAY
SF
3,614
QSTRIPE
5
6 INCH WIDE WHITE BIKE LANE, PER CAMUTCD FIGURE
LF
3,614
3A-112 (CA), DETAIL 39
PAINT WHITE "BIKE" AND "LANE" LETTERING, "HELMETED
BICYCLIST" SYMBOL, AND SMALL BIKE LANE ARROW, PER
7 Q
CALTRANS STANDARD PLANS A24A, A24C, AND A24D, AND AS
EA
9
POSITIONED PER MUTCD FIGURE 9C-3. PAINT CENTERED ON
GREEN RECTANGULAR BACKGROUND, 3.5'X37'
SIGN WITH NEW POST AND FOOTING (TYPE AS
QINSTALL
SHOWN) PER CALTRANS STANDARD RS1 AND RS5
EA
9
AREMOVE
EXISTING SIGN AND POST
EA
4
QRELOCATE
EXISTING SIGN AND POST
EA
1
�O
0
PMP SLURRY SEAL IMPROVEMENTS STRIPING
NOTES AND ESTIMATE OF QUANTITIES
ITEM
DESCRIPTION
UNIT
QUANTITY*
QPLACE
BACK ORIGINAL STRIPING AND TYPE IN SAME LOCATION
--
--
IN PLACE AND REFRESH EXISTING
QPROTECT
2
STRIPING/PAVEMENT MARKING
REMOVE STRIPING/PAVEMENT MARKING AND DO NOT PLACE
Q3
BACK
--
--
4QSTRIPE
8 INCH WHITE CHANNELIZING LINE, CAMUTCD FIGURE
LF
1,900
3A-112 (CA), DETAIL 38
5QSTRIPE
6 INCH WIDE WHITE BIKE LANE, PER CAMUTCD FIGURE
LF
17,000
3A-112 (CA), DETAIL 39
6QSTRIPE
6 INCH WIDE WHITE DASHED BIKE LANE, PER CAMUTCD
LF
3,120
FIGURE 3A-112 (CA), DETAIL 39A
PAINT WHITE "BIKE" AND "LANE" LETTERING, "HELMETED
BICYCLIST" SYMBOL, AND SMALL BIKE LANE ARROW, PER
7 Q
CALTRANS STANDARD PLANS A24A, A24C, AND A24D, AND AS
EA
37
POSITIONED PER MUTCD FIGURE 9C-3. PAINT CENTERED ON
GREEN RECTANGULAR BACKGROUND, 3.5'X37'
Qg
STRIPE 6 INCH WIDE WHITE LANE LINE AND INSTALL RAISED
PAVEMENT MARKERS, PER CAMUTCD FIGURE 3A-102 (CA),
LF
15,590
DETAIL 12
STRIPE 6 INCH WIDE YELLOW CENTERLINE AND INSTALL
QRAISED
PAVEMENT MARKERS, PER CAMUTCD FIGURE 3A-104
LF
1,330
(CA), DETAIL 22
1
STRIPE 8 INCH WIDE WHITE DASHED DROP LANE LINE, PER
LF
1,005
CAMUTCD FIGURE 3A-111 (CA), DETAIL 37B
11
PAINT 12 INCH WHITE DIAGONAL, 50' O.C.
--
--
QPAINT
PAVEMENT MARKING, TYPE PER PLAN
EA
19
QINSTALL
GREEN PAINT WITHIN THE BIKE LANE DASHED AREA
--
--
APAINT
WHITE GOLF CART LANE SYMBOL, PER CITY OF LA
EA
37
QUINTA STANDARD PLAN 502
SIGN WITH NEW POST AND FOOTING (TYPE AS
QINSTALL
1
SHOWN) PER CALTRANS STANDARD RS1 AND RS5
EA
5
1
REMOVE EXISTING SIGN (IF NEEDED) AND INSTALL NEW SIGN
EA
5
ON EXISTING POST, TYPE PER PLAN
QSTRIPE
6 INCH WIDE WHITE LINE
LF
550
1
STRIPE 6 INCH WIDE WHITE EDGE LINE PER CAMUTCD FIGURE
LF
970
3A-106, DETAIL 27B, PLACED AS SHOWN ON PLAN
REMOVE AND REPLACE CLASS 1 SURFACE MOUNTED TUBULAR
1
DELINEATOR, TYPE AND SPACING PER PLAN
STRIPE 6 INCH WIDE YELLOW LEFT EDGE LINE AND INSTALL
RAISED PAVEMENT MARKERS, PER CAMUTCD FIGURE 3A-105
LF
2,250
(CA), DETAIL 25
QSTRIPE
12 INCH WIDE WHITE DIAGONAL, 5' O.C.
--
--
QSTRIPE
12 INCH WIDE WHITE CROSSWALK, PER CAMUTCD
FIGURE 313-19 AND CALTRANS STANDARD PLAN A24F
--
--
MEDIAN NOSE AND INSTALL PAVEMENT MARKERS PER
QPAINT
DETAIL A OR B ON SHEET 2
--
--
0
I_ TE _I
3.5'
37'
6'
4
6'
4
6'
RAISED PAVEMENT MARKERS
3 EA MIN.
EXISTING MEDIAN NOSE
DETAIL A: MEDIAN NOSE
NOT TO SCALE
EXISTING MEDIAN TAPER —Z
DETAIL B: MEDIAN TAPER
NOT TO SCALE
i
`
DETAIL: BIKE LANE PAVEMENT MARKINGS
NOT TO SCALE
PAINT TOP AND FRONT OF EXISTING MEDIAN
CURB NOSE/TAPER WITH REFLECTORIZED
YELLOW TRAFFIC PAINT AND ADD TYPE "D"
YELLOW REFLECTIVE RASIED PAVEMENT
MARKERS, SPACED AT 5 FEET.
RAISED PAVEMENT MARKERS
5' O.C.
0
0
REVISIONS DEPARTMENT OF PUBLIC WORKS �f . F a J�� ,;,,i; STANDARD
LANNo.
ENGINEERING DIVISION LL2iGp1/ Quit/ Nt+AA PLAN No.
No. DATE
'Vjs — APPROVED BY: (GOLF CAI9T 509
i-•��
�. - PAVEMENT LEGEND SHEET'
IMUTHY . J PEA S P.E. DATE1 eS STENCIL
PUBLIC WOR S 11tE O CITY ENGINEER 1 OF '
R.C.E. No. 358a3
DETAIL: TAPERED EDGE DETAIL: GOLF CART STENCIL
NOT TO SCALE
NOT TO SCALE
IT'S THE LAW! DIAL BEFORE YOU DIG!! BASIS OF BEARING APPROVED BY: CITY OF LA QUINTA IN THE CITY OF LA OUINTA DESIGN: DATE:
NO WORK SHALL BE DONE ON THIS Civil Engineering 68-955 Adeina Road LG NOV 2023
SITE UNTIL BELOW AGENCY IS NOTIFIED N/A QROFESS/ON Traffic Engineering Cathedral City, CA 92234 PROJECT No. 2023-15 DRAFT:
OF INTENTION TO GRADE OR EXCAVATE. �O SSF A. �R q� Project Management (760) 323-5344 LG PRIVATE REFERENCE:
�� o�Fy< �� Contract Administration FY 2022/2023 PMP SLURRY SEAL IMPROVEMENTS N/A
Underground Service Alert � � Consulting CHECK:
F Ca ; TOLL FREE BENCH MARK: w R.C.E. 76730 m CONSTRUCTION NOTES JN SHEET 2
D EXP. 12-31-24 PREPARED UNDER THE SUPERVISION OF: SCALE: OF
1-80
0 1/29/2 LG Add additional notes and details for Additive Alternate N/A ,�
0s Q PER PLAN 20 SHEETS
(((� 221— 00 NO. DATE INIT. APP'V'D DATE BRYAN McKINNEY, P.E. DATE T9T 0 / V \ ti`
PUBLIC WORKS DIRECTOR/CITY ENGINEER F OF cA�-\F° LORISSA A. GRUEHL, PE DATE FOR:
TWO WORKING DAYS BEFORE YOU DIG R E V I S 1 0 N S R.C.E. No. 49418 EXP. DATE: 09 30 24 R.C.E. 76730 EXPIRES 12/31/24 1 CITY OF LA OUINTA
CD
UJI J 0 I N S
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AVENUE 62 COUNTY OF RIVERSIDE co EDGE OF PAVEMENT J G
BEGIN SLURRY IMPROV. UJI
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CITY OF LA QUINT/-\ =
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Q I 11 14 STA 43+11
27'+ 6 -END PVMT IMPROV.
-44+0(Y------4S+Od
z 15
= II I 12
OCURB &
GUTTER 1
46+00 47+00- 48+04- 49+00
6
50+00
32' 43'
Y
�LU
>- CURB &
~ 1 GUTTER
J �
MONROE STREET
+00 ---/ L-52±OQ 53±00=' "'- .54±00 ----- 55±00 �/1 -- 56±00 ----�� 57+*M------ 61+00
EDGE OF PAVEMENT
crni r. �°_inn'
' SCALL. 1 =1 00
100 50 0 100 200 300
SCALE: 1 "=100'
tJIKttl= / \
AVENUE 60 CDI
1,0
D
Z
w
Q
Io
1
/_
CURB &
GUTTER 32' ~ w
43' 6 I Q J
,;
----- - - - _-----=------------------- - - - - - -
- G
+gip 65+00 66+00 67+00 68+00 69+00 d -70+00 _ oar+00 _7_2++ _ _ _ 73+00_-_ 74� Q
--
UJ
6 24'± 15'± 1 MEDIAN CURB J m
EDGE OF PAVEMENT I = w
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I 5� `r +
O I I �
+ O +
1 � Co = I CITY OF LA QUINTA I O
(D CURB & 1 n /_0 G
URB & STA 102+96 15 Q VGUTTER 43 32' 6 `?��CliUTTER END SLURRY IMPROV. STA 104+82
�-/ G G -1 J 6 BEGIN PVMT IMPROV. Q
_ -G
(� I - — - — — — - - - — ---_ _=_---��- ---=------------------- - ------ -- I c�
G G G G G W
w
J �00 0 75+00 76+00 �T+00 78+W 79+0� 80+00 81 +00 82+00 0 -5T+00 84+00 85+00 86+00 87+00 88+00 0 �O 90+-w 91 +00 92+00 - 93+00 94+00 z35+00 96+� �97+0� 8+00 99+00 �f00+00 ' PT 0_w - 02+�0 1 +�0- a -
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z- I �T STA 86+39 I z w
J 6 MEDIAN CURB 1 24'+ 15'+ MONROE STREET MEDIAN CURB 1
EDGE OF PAVEMENT END SLURRY IMPROV. o/H E J w
= W I CITY OF LA QUINTA = 0
w i COUNTY OF RIVERSIDE
< U)75 (�
I �
I I I73
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. REFRESH ANY STRIPING DAMAGED OR COVERED FROM
CONSTRUCTION ACTIVITY TRACK -OUT.
4. STATIONING AND CENTERLINE IS SHOWN FOR REFERENCE ONLY
AND HAS NOT BEEN TIED DOWN BY SURVEYOR.
5. PROTECT IN PLACE ALL EXISTING SIGNS.
6. 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.
CITY OF LA QUINTA
W'LY R/W E'LY R/W
(60')
(30') (30')
5' 12 6' (13'+) (14,+)
o/o0 15 + ( 2%+
2 ± 2 /o± (2 /o—) )
MATCH OG = ----- -- -- -- -- — — -- — — -_
4:1 MAX PVMT.
11 14 1 SECTION
GRADE
SHOULDER AWAY
FROM PVMT
MONROE STREET ADDITIVE ALTERNATE
BETWEEN STA 35+48 AND STA 43+11
NOT TO SCALE
LEGEND:
CONSTRUCTION NOTES:
CRACK FILL AND TYPE II SLURRY SEAL
1O
PROTECT IN PLACE
CONSTRUCT 5" ASPHALT CONCRETE OVER 6"
O
CRACK FILL AND TYPE II SLURRY SEAL
AGGREGATE BASE OVER COMPACTED NATIVE
CENTERLINE
11
CONSTRUCT 5" ASPHALT CONCRETE OVER 6" AGGREGATE
BASE OVER 12" SCARIFIED AND COMPACTED NATIVE
iZLLL -
EXISTING EDGE OF PAVEMENT
12
CONSTRUCT TAPERED EDGE PER DETAIL ON SHEET 2
-S-
EXISTING SEWER MAIN (CVWD)
13
ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE PER
C D T D D L S-
- - G
- EXISTING GAS MAIN (SOCALGAS)
14
REMOVE ROADWAY SECTION TO FULL DEPTH REQUIRED FOR
PROPOSED ROADWAY SECTION 0
o/H E
EXISTING OVERHEAD ELECTRIC CABLE (IID
15
V WIDE, 2" DEPTH, GRIND AND ASPHALT CONCRETE OVERLAY
IT'S THE LAW! DIAL BEFORE YOU DIG!! BASIS OF BEARING APPROVED BY: CITY OF LA QUINTA IN THE CITY OF LA QUINTA DESIGN: DATE:
NO WORK SHALL BE DONE ON THIS Civil Engineering 68-955 Adelino Road LG NOV 2023
SITE UNTIL BELOW AGENCY IS NOTIFIED N/A QROFESS/ON Traffic Engineering Cathedral City, CA 92234 PROJECT No. 2023-15 DRAFT:
OF INTENTION TO GRADE OR EXCAVATE. �O SSF A. �� q� Project Management (760) 323-5344 LG N/A
PRIVATE REFERENCE:
�� o�Fy< �� Contract Administration FY 2022/2023 PMP SLURRY SEAL IMPROVEMENTS
Underground Service Alert Consulting CHECK:
F0 R
°= Ca : TOLL FREE I BENCH MARK: w R.C.E. 76730 m SLURRY SEAL LIMITS JN SHEET 3
o � EXP. 12-31-24 � PREPARED UNDER THE SUPERVISION OF: SCALE: OF
O 1/29/2 LG Add additional notes and details for Additive Alternate N/A * MONROE STREET
1-800 s Q PER PLAN 20 SHEETS
(((� 221- 000 NO. DATE INIT. APP'V'D DATE BRYAN McKINNEY, P.E. DATE TqT 0 / V \ `
PUBLIC WORKS DIRECTOR/CITY ENGINEER F OF cAL\F LORISSA A. GRUEHL, PE DATE FOR:
TWO WORKING DAYS BEFORE YOU DIG R E V I S 1 0 N S R.C.E. No. 49418 EXP. DATE: 09 30 24 1 R.C.E. 76730 EXPIRES 12/31/24 CITY OF LA QUINTA
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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. REFRESH ANY STRIPING DAMAGED OR COVERED FROM
CONSTRUCTION ACTIVITY TRACK -OUT.
4. STATIONING AND CENTERLINE IS SHOWN FOR REFERENCE ONLY
AND HAS NOT BEEN TIED DOWN BY SURVEYOR.
5. PROTECT IN PLACE ALL EXISTING SIGNS.
6. 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.
CITY OF LA QUINTA COUNTY OF RIVERSIDE
W'LY R/W
1 (60')
0 -5 12 6' (13'±) (13'±)
2%± 2%± 15 (2%±) (2%±)
DAYLIGHT
AT ROW PVMT.
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SHOULDER AWAY
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NOT TO SCALE
E'LY R/W
LEGEND:
CRACK FILL AND TYPE II SLURRY SEAL
PAVEMENT REPAIR TYPE I: 2" GRIND AND ASPHALT
CONCRETE OVERLAY
CONSTRUCT 5" ASPHALT CONCRETE OVER 6"
AGGREGATE BASE OVER COMPACTED NATIVE
CENTERLINE
SAWCUT LIMITS
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W EXISTING WATER MAIN (CVWD)
—S— EXISTING SEWER MAIN (CVWD)
D- G - EXISTING GAS MAIN (SOCALGAS)
H E EXISTING OVERHEAD ELECTRIC CABLE (IID)
CONSTRUCTION NOTES:
1O PROTECT IN PLACE
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OPAVEMENT REPAIR TYPE I: 2" GRIND AND ASPHALT CONCRETE
OVERLAY
11 CONSTRUCT 5" ASPHALT CONCRETE OVER 6" AGGREGATE
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13 ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE PER
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15 V WIDE, 2" DEPTH, GRIND AND ASPHALT CONCRETE OVERLAY
0
IT'S THE LAW! DIAL BEFORE YOU DIG!! BASIS OF BEARING APPROVED BY: CITY OF LA QUINTA IN THE CITY OF LA QUINTA DESIGN: DATE:
NO WORK SHALL BE DONE ON THIS Civil Engineering 68-955 Adelino Road LG NOV 2023
SITE UNTIL BELOW AGENCY IS NOTIFIED N/A Q 'Of ESS/ON Traffic Engineering Cathedral City, CA 92234 PROJECT No. 2023-15 DRAFT:
OF INTENTION TO GRADE OR EXCAVATE. �O LG
SSF A. �R q� Project Management (760) 323-5344 PRIVATE REFERENCE:
�� o�Fy< �� Contract Administration FY 2022/2023 PMP SLURRY SEAL IMPROVEMENTS N A
Underground Service Alert Consulting CHECK:
F Ca : TOLL FREE BENCH MARK: w R.C.E. 76730 m SLURRY SEAL LIMITS JN SHEET 4
D_ EXP. 12-31-24 PREPARED UNDER THE SUPERVISION OF: SCALE: OF
O 1/29/2 LG Add additional notes and details for Additive Alternate N/A * *
1-800 s Q
(((� 221-2600 NO. DATE INIT. APPBRYAN McKINNEY, P.E. DATE 'V'D DATE T9T v MONROE STREET PER PLAN 20 SHEETS
PUBLIC WORKS DIRECTOR/CITY ENGINEER F OF cAL\F LORISSA A. GRUEHL, PE DATE FOR:
TWO WORKING DAYS BEFORE YOU DIG R E V I S 1 0 N S R.C.E. No. 49418 EXP. DATE: 09 30 24 1 R.C.E. 76730 EXPIRES 12/31/24 CITY OF LA QUINTA
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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. REFRESH ANY STRIPING DAMAGED OR COVERED FROM
CONSTRUCTION ACTIVITY TRACK -OUT.
4. STATIONING AND CENTERLINE IS SHOWN FOR REFERENCE ONLY
AND HAS NOT BEEN TIED DOWN BY SURVEYOR.
5. PROTECT IN PLACE ALL EXISTING SIGNS.
6. 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.
CURB & 1
GUTTER
120'
- 41'
SEWER 1
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COUNTY OF RIVERSIDE
CITY OF LA QUINTA COUNTY OF RIVERSIDE
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MATCH OG
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SHOULDER AWAY
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AGGREGATE BASE OVER COMPACTED NATIVE
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CONSTRUCTION NOTES:
1O PROTECT IN PLACE
O6 CRACK FILL AND TYPE II SLURRY SEAL
OPAVEMENT REPAIR TYPE I: 2" GRIND AND ASPHALT CONCRETE
OVERLAY
11 CONSTRUCT 5" ASPHALT CONCRETE OVER 6" AGGREGATE
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0
IT'S THE LAW! DIAL BEFORE YOU DIG!! BASIS OF BEARING APPROVED BY: CITY OF LA QUINTA IN THE CITY OF LA QUINTA DESIGN: DATE:
NO WORK SHALL BE DONE ON THIS Civil Engineering 68-955 Adeina Road LG NOV 2023
SITE UNTIL BELOW AGENCY IS NOTIFIED N/A QROFESS/ON Traffic Engineering Cathedral City, CA 92234 PROJECT No. 2023-15 DRAFT:
OF INTENTION TO GRADE OR EXCAVATE. �O SSF A. �R q� Project Management (760) 323-5344 LG PRIVATE REFERENCE:
�� o�Fy< �� Contract Administration FY 2022/2023 PMP SLURRY SEAL IMPROVEMENTS N/A
Underground Service Alert Consulting CHECK:
F °= Ca ; TOLL FREE BENCH MARK: w R.C.E. 76730 m SLURRY SEAL LIMITS JN SHEET 5
� EXP. 2-24 PREPARED UNDER THE SUPERVISION OF: SCALE: OF
O 1/29/2 LG Add additional notes and details for Additive Alternate N/A 1.31 * MONROE STREET
1-800 s P PER PLAN 20 SHEETS
(((� 221-2600 NO. DATE INIT. APP'V'D DATE BRYAN McKINNEY, P.E. DATE T9T / V \ ��`
PUBLIC WORKS DIRECTOR/CITY ENGINEER F OF cA\_\F LORISSA A. GRUEHL, PE DATE FOR:
TWO WORKING DAYS BEFORE YOU DIG R E V I S 1 0 N S R.C.E. No. 49418 EXP. DATE: 09 30 24 1 R.C.E. 76730 EXPIRES 12/31/24 CITY OF LA QUINTA
CITY OF LA QUINTA
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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. REFRESH ANY STRIPING DAMAGED OR COVERED FROM
CONSTRUCTION ACTIVITY TRACK -OUT.
4. STATIONING AND CENTERLINE IS SHOWN FOR REFERENCE ONLY
AND HAS NOT BEEN TIED DOWN BY SURVEYOR.
5. PROTECT IN PLACE ALL EXISTING SIGNS.
6. 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
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8' 7' 11' (6)
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MONROE STREET TYPICAL SECTION
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INSTALL SIGN WITH NEW POST AND FOOTING (TYPE AS
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ON EXISTING POST, TYPE PER PLAN
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O
IT'S THE LAW! DIAL BEFORE YOU DIG!! BASIS OF BEARING APPROVED BY: CITY OF LA QUINTA IN THE CITY OF LA QUINTA DESIGN: DATE:
NO WORK SHALL BE DONE ON THIS Civil Engineering 68-955 Adelino Road LG NOV 2023
SITE UNTIL BELOW AGENCY IS NOTIFIED N/A QROFESS/ON Traffic Engineering Cathedral City, CA 92234 PROJECT No. 2023-15 DRAFT:
OF INTENTION TO GRADE OR EXCAVATE. �O SSF A. �R q� Project Management (760) 323-5344 LG PRIVATE REFERENCE:
�� o\y< �� Contract Administration FY 2022/2023 PMP SLURRY SEAL IMPROVEMENTS N A
Underground Service Alert Consulting CHECK:
F °= Ca ; TOLL FREE BENCH MARK: w R.C.E. 76730 m SIGNING AND STRIPING IMPROVEMENTS JN SHEET 10
o � EXP. 12-31-24 � PREPARED UNDER THE SUPERVISION OF: SCALE: OF
O 1/29/2 LG Add additional notes and details for Additive Alternate N/A * MONROE STREET
1-800 s P PER PLAN 20 SHEETS
221-2600 NO. DATE INIT. APP'V'D DATE BRYAN McKINNEY, P.E. DATE T9T C / V
PUBLIC WORKS DIRECTOR/CITY ENGINEER F OF cAL\F LORISSA A. GRUEHL, PE DATE FOR:
TWO WORKING DAYS BEFORE YOU DIG R E V I S 1 0 N S R.C.E. No. 49418 EXP. DATE: 09 30 24 1 R.C.E. 76730 EXPIRES 12/31/24 CITY OF LA QUINTA
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MONROE STREET
1 \ DETAIL 27B
N 205+
- ---,vim-- -
1
DETAIL 6
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. REFRESH ANY STRIPING DAMAGED OR COVERED FROM
CONSTRUCTION ACTIVITY TRACK -OUT.
4. STATIONING AND CENTERLINE IS SHOWN FOR REFERENCE ONLY
AND HAS NOT BEEN TIED DOWN BY SURVEYOR.
5. PROTECT IN PLACE ALL EXISTING SIGNS.
6. 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.
------ �9�6� -
MONROE STREET 23
-------- -795+00-------------- - 196+00---------------- 197+0�----------
----- =----=------4-- =- I -----4 =--------- �----------=4
s _
I SC/AILE. 1 "=4V' COUNTY OF RIVERSIDE
40 20 0 40 80 120
120' TRANS
I\ SCALE: 119p=40p CITY OF LA QUINTA No
I
TYPE IV 16 PARKING
CITY OF LA QUINTA ,I i Q->I 'STOP' 12 12 ARROW (R) 4 208' ,8 TIME
7 R26 (CA)
STA 222+51.80 MONROE STREET= CROSSWALK 1 1 „
00
A-\
VENUE 54� dOlSi d�l I I — 12 X18
I I I
DETAIL 27B 1 --� I ���--�-�------�-�-�
7777
Zz1-L-L-L- L-1- L-1- _1-1^1-1-1 --Z _
- N--- 221+0 MONROE STREET 222+00 22 Po __-- - `���,-,_ ------ 224+00 225+00
-------- --- -=--==-L--- � - - —------- -- -- - - -
IL- -----
> -- — 5 .---- 14 —�-_
,
�— --
Z W
az
�Q
® Z J BIKE BIKE
LANE 15 15 O W \ LANE
R7-9a 7 14 d�ls II R7-9a
12"X18" --- I�—�i \ 6 200' 12"X18"
i i---=---- - — — — — — — - - — — — — — —
----- — DETAIL 39
---------------------------------------------------------�---------------
----19-8+00 199T00- 20UTM � 20-T:00 202+0
I==--4-----"_------=------=------ _-------
`-—--��-,��---��------���--,vim-- 5
1 DETAIL 32
13 6 140' 'AHEAD'
TYPE IV 1 2 EA
ARROW (R) 160
226+66
DETAIL 22 p�� 1 1 208 11 4 216
1 1
STEP DETAIL 38
1 W III / 'STOP' TYPE VI DETAIL 22
Z III \� ARROW (L)
COUNTY OF RIVERSIDE > !! / COUNTY OF RIVERSIDE
Ia �
OCITY OF LA QUINTA COUNTY OF RIVERSIDE
1
EX
6' (13'±) (13'±)
"NO
STOPPING" SB NB
® THRU LANE THRU LANE
BIKE 24 776aaa
LANE 15 ]�a
R7-9a
12"X 18"
I I
7
5
MONROE STREET ADDITIVE ALTERNATE
BETWEEN STA 203+91 AND STA 221+30
NOT TO SCALE
CITY OF LA QUINTA
(8') 4' 11' 11'
SB SB SB
BIKE LANE N THRU LANE THRU LANE
DET. 39
DETAIL 29
216' TRANS —
COUNTY OF RIVERSIDE
(9')
5 $\\ZLDET. 2
MONROE STREET TYPICAL SECTION
BETWEEN AIRPORT BOULEVARD AND STA 195+62
NOT TO SCALE
go
CITY OF LA QUINTA COUNTY OF RIVERSIDE
(8') 4' 11' 11' (91)
SB SB SB
BIKE LANE � THRU LANE THRU LANE
DET. 39
5 8 1 DET.32
MONROE STREET TYPICAL SECTION
BETWEEN STA 195+62 AND 201+51
NOT TO SCALE
5
Q � V22
' -'STOP
2 EA
DETAIL 39 1 TYPE IV
ARROW (R) 1 11
MONROE STREET___
-------------29+00 ---Y-----�rt�
230 O-0
455'
DETAIL 25
STRIPING NOTES:
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DETAIL 29 C
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2
QPLACE
BACK ORIGINAL STRIPING AND TYPE IN SAME LOCATION
11
PAINT 12 INCH WHITE DIAGONAL, 50' O.C.
STRIPE 8 INCH WHITE CHANNELIZING LINE, CAMUTCD FIGURE
3A-112 DETAIL 38
PAINT PAVEMENT MARKING, TYPE PER PLAN
(CA),
STRIPE 6 INCH WIDE WHITE BIKE LANE, PER CAMUTCD FIGURE
3A-112 DETAIL 39
1Q
INSTALL GREEN PAINT WITHIN THE BIKE LANE DASHED AREA
(CA),
STRIPE 6 INCH WIDE WHITE DASHED BIKE LANE, PER CAMUTCD
FIGURE 3A-112 DETAIL 39A
PAINT WHITE GOLF CART LANE SYMBOL, PER CITY OF LA
(CA),
L
QUINTA STANDARD PLAN 502
PAINT WHITE "BIKE" AND "LANE" LETTERING, "HELMETED
INSTALL SIGN WITH NEW POST AND FOOTING (TYPE AS
QCALTRANS
BICYCLIST" SYMBOL, AND SMALL BIKE LANE ARROW, PER
STANDARD PLANS A24A, A24C, AND A24D, AND AS
SHOWN) PER CALTRANS STANDARD RS1 AND RS5
POSITIONED PER MUTCD FIGURE 9C-3. PAINT CENTERED ON
REMOVE EXISTING SIGN (IF NEEDED) AND INSTALL NEW SIGN
GREEN RECTANGULAR BACKGROUND, 3.5'X37'
ON EXISTING POST, TYPE PER PLAN
Qg
STRIPE 6 INCH WIDE WHITE LANE LINE AND INSTALL RAISED
PAVEMENT MARKERS, PER CAMUTCD FIGURE 3A-102 (CA),
Q
STRIPE 6 INCH WIDE WHITE LINE
DETAIL 12
STRIPE 6 INCH WIDE WHITE EDGE LINE PER CAMUTCD FIGURE
1
STRIPE 8 INCH WIDE WHITE DASHED DROP LANE LINE, PER
CAMUTCD FIGURE DETAIL
3A-106, DETAIL 27B, PLACED AS SHOWN ON PLAN
3A-111 (CA), 37B
PAINT MEDIAN NOSE AND INSTALL PAVEMENT MARKERS PER
DETAIL A OR B ON SHEET 2
O
EXISTZNGIGN
REMOVE AND POST
IT'S THE LAW! DIAL BEFORE YOU DIG!! BASIS OF BEARING APPROVED BY: CITY OF LA QUINTA IN THE CITY OF LA QUINTA DESIGN: DATE:
NO WORK SHALL BE DONE ON THIS Civil Engineering 68-955 Adelina Road LG NOV 2023
SITE UNTIL BELOW AGENCY IS NOTIFIED N/A QROFESS/ON Traffic Engineering Cathedral City, CA 92234 PROJECT No. 2023-15 DRAFT:
OF INTENTION TO GRADE OR EXCAVATE. �O SSF A. �� q� Project Management (760) 323-5344 LG N/A
PRIVATE REFERENCE:
�� o�Fy< �� Contract Administration FY 2022/2023 PMP SLURRY SEAL IMPROVEMENTS
Underground Service Alert Consulting CHECK:
F0 RCa ; TOLL FREE BENCH MARK: w R.C.E. 76730 m SIGNING AND STRIPING IMPROVEMENTS JN SHEET 14
o � EXP. 12-31-24 � PREPARED UNDER THE SUPERVISION OF: SCALE: OF
O 1/29/2 LG Add additional notes and details for Additive Alternate N/A * MONROE STREET
1-800 s P PER PLAN 20 SHEETS
(((� 221-2600 NO. DATE INIT. APP'V'D DATE BRYAN McKINNEY, P.E. DATE TqT C / V
PUBLIC WORKS DIRECTOR/CITY ENGINEER F OF cAL\F LORISSA A. GRUEHL, PE DATE FOR:
TWO WORKING DAYS BEFORE YOU DIG R E V I S 1 0 N S R.C.E. No. 49418 EXP. DATE: 09 30 24 R.C.E. 76730 EXPIRES 12/31/24 CITY OF LA OUINTA