ORATED APRILER
CITY OF REDONDO BEACH
DEPARTMENT OF PUBLIC WORKS
PROJECT NAME CITYWIDE SLURRY SEAL PROJECT, PHASES 5-7
Job No: 41140
Change Order Number: 1
Date: Tuesday, July 14, 2026
1. Description of Work Included in the Contract:
The striping ludes slurry seal, localized asphall repair, crack sealing, installation of asphalt concrete berms, medians, II. Changes Ordered:
This change order provides for additional work to be performed by the Contractor under this project. It covers work related to City requested/directed changes. The changes ordered are the negotiated prices and agreed upon between the Owner and the Contractor. The following changes will be incorporated and completed over the course of the project:
The following items are negotiated prices and agreed upon between the Owner and the Contractor:
Slurry Seal on Palos Verdes Bld from Pacific Coast Highway to Irena Ave Item # Description Unit Qty Unit Price Total
Slurry Seal Modified Type III with 2.5% Latex Rubber
Modifier with Carbon Black Additive Over AC
1 Pavement Including Crack Sealing for Cracks SF 115,250 Greater than ¼" $ 0.55 $ 63,387.50
Remove Existing Thermoplastic and Painted Striping
and Pavement Markings, and Raised Pavement
2 Markers; Prepare for Paving LS 1
$ 14,850.00 $ 14,850.00
Install Thermoplastic Traffic Striping and Markings,
3 and Raised Pavement Markers (Only includes LS 1
Redline Areas per Exhibit A) $ 13,200.00 $ 13,200.00
Install New 6" White Thermoplastic Edgeline on both
4 sides of Flagler Ln per Exhibit B LF 8,818
$ 1.43 $ : 12,609.74
Subtotal $ 104,047.24
Traffic Calming and Safety Improvements
Item # Description Unit Qty Unit Price Total
Layout and Install Striping for Speed Hump (Striping
1 only, No Signage) EA 11
$ 3,850.00 $ 42.350.00
Build Asphalt Speed Hump per Exhibit C EA 11 4,840.00 $ 53.240.00 Traffic Control LS 1 $ 100000 5,000.00
Subtotal $ 100,590.00
CITYWIDE SLURRY SEAL PROJECT PHASES 5-7, JOB NO. 41140
Change Order No. 1
July 14, 2026
Palos Verdes Blvd Signing and Striping Plan
Item # Unit Qty Unit Price Total
Install Thermoplastic Bike Lane Symbol and Arrow
1 EA 130
$ 35.20 $ 4,576.00
Install Thermoplastic 6" Bike Lane Line, Detail 39 4,935 2 LF
$ 1.10 $ 5,428.50
Install Thermoplastic 6" Bike Lane Extension, Detail LF 3 2,160
$ 1.10 $ 2,376.00
Install Thermoplastic 6" Lane Line, Detail 9 LF
4 2,070
$ 1.10 $ 2,277.00
Install Thermoplastic 6" White Solid Stripe, Detail A LF 5 1,150
$ 1.27 $ 1,460.50
Install Thermoplastic White Shared Roadway Bicycle EA 35 6 $
Legend 35.20 $ 1,232.00
Install Thermoplastic White STOP Legend EA 180 $ 19.80 $ 3,564.00 8 Install Green MMA Backing 2,785 $ 7.15 19.912.75
9 Remove Existing Sign and Post EA $ 110.00 110.00
10 Furnish and Install New Signs and Post EA 3 $ 385.00 S 1,155.00 11 Remove Existing Sign EA 11 110.00 $ 1,210.00
Furnish and Install New Sign on Existing Post 11
12 EA
$ 385.00| $ 4,235.00
Install Red and White Reflector on Concrete Bike
13 Buffer Curb (C Marker) EA 154
$ 16.50 $ 2,541.00
14 Furnish and Install 36" High White Flexible EA
Delineator 58
$ 71.50 4,147.00
Construct 25' long × 4" thick x 18" wide concrete
15 bike buffer curb with sloped profile; doweled to EA 52 existing asphalt $ 4,262.50 $ 221,650.00
Construct 15' long × 4" thick × 18" wide concrete
16 bike buffer curb with sloped profile; doweled to EA 25 existing asphalt $ 2,557.50 $ 63,937.50
17 Traffic Control - Concrete Work LS 1 $ 33,000.00 33,000.00 Subtotal $ 372,812.25
III. Reasons for Changes
The City of Redondo Beach requested for American Asphalt South, Inc. to provide costs for additional similar scope IV. Contract Bid Item Adjustments
None
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CITYWIDE SLURRY SEAL PROJECT PHASES 5-7, JOB NO. 41140
Change Order No. 1
July 14, 2026
V. Contract Adjustments
Work Authorized in Base Contract $ 597,931.97
This Change Order Itemized
Slurry Seal on Palos Verdes Blvd from Pacific Coast Highway to Irena Ave Item #1 63,387.50
Item #2 14,850.00
Item #3 13,200.00
Item #4 12,609.74
Slurry Seal Sub-Total $ 104,047.24
Traffic Calming and Safety Improvements
Item #1 $ 42,350.00
Item #2 $ 53,240.00
Item #3 $ 5,000.00
Traffic Calming and Safety Improvements Sub-Total $ 100,590.00 Palos Verdes Bld Signing and Striping Plan
Item #1 $ 4,576.00
Item #2 $ 5,428.50
Item #3 $ 2,376.00
Item #4 $ 2,277.00
Item #5 1,460.50
Item #6 $ 1,232.00
Item #7 $ 3,564.00
Item #8 $ 19,912.75
Item #9 110.00
Item #10 $ 1,155.00
Item #11 1,210.00
Item #12 $ 4,235.00
Item #13 2,541.00
Item #14 4,147.00
Item #15 $ 221,650.00
Item #16 63,937.50
Item #17 $ 33,000.00
Palos Verdes Blvd Signing and Striping Plan Sub-Total $ 372,812.25 This Change Order Total $ 577,449.49
Revised Contract Amount $ 1,175,381.46
Contract Time
The above change increases the contract time by 25 working days.
VIl. Compensation:
This change order constitutes full and complete payment for all costs associated with the above changes inclusive of consultant's profit, direct and indirect overhead, insurance, supervision, labor, material, equipment, and lost business opportunities.
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CITYWIDE SLURRY SEAL PROJECT PHASES 5-7, JOB NO. 41140
Change Order No. 1
July 14, 2026
American Asphalt south, Inc
CITY OF REDONDO BEACH
By:
Lauren Sablan, PE
City Engineer
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EXHIBIT A
AVENUE H
PALOS VERDES
M2a (al
009 400
2•0
0 00000000
606 00/
500 00000
• *00 • •
2(x 2308 (CAXU30)
CAN 10
SCALEr -40
AVENUE E
RIGHT BOULEVARD
2RFR
ABO'
татт
MATCH 00000m
CONSTRUCTION NOTES (THIS SHEET):
PIECIS
REMOVE BE ACI SAVOKASIANG ALL CONFUCIAC STRPNE ACLUAVE NOM-REFLECIVE RASCO MARKERS (12.210 SE 101K) STAL CAN CAN EAS A DE AS AS ON A SEE (12EA A TANS SACAO PLANS ARA AS ARAC ASCALL INCRWOPLASTIC 6" MATE ONE LANE SIREY CCIAL 39 (24335 LY 101K) ASIAL BCRVOPLASTE & SEP MET BAL LAN STRAL CETAL MA (12160 (/ 1OTAL) 25 LONE CONCRETE CUTTI- POSTALL NINA CALEN COLOR AREA ADAGENT 1O OCAR DHA SAFE (12785 SE 101A) •A BOSH CASS OF SINPE 100% PLAN
NOT FOR
INSTALL INCEOPLASTE 6 MATE SOLO STREE FOR ORAL A SPICE CENS SET 611,50 UF OTA BIKE BUEFER CURB DETAIL CONSTRUCTION SALL INCREAST WE SHARCO ROADWAY DICE PANCENT WARKS PER CALIRASS SID PLAN A2AC (15 SE 10TAL)) 4 SIMPO INTER NO SCALE • 34 LAN
STALL DANPLASTE WILE "STO LICENO PER CALTRASS STO PLAN A24O (1160 55 TOTAL) REVISIONS CITY REDONDO BEACH HEWOVE (ASTING SON AN) POSE CONPLETE (" EA TOTAL) DATE DESCRIPTION
BIKE BUEFER DETAIL
VASSI ANO INSINCE NOR SON(S) AND POSE AS SHORI CN PLAN (D EA TOTAL) SIGNING AND STRIPING PLAN
NO SCALE
PALOS VERDES BOULEVARD
PLAYS PREPARO DY PACFIC COAST HIGHWAY TO PENA AVENUE
1S 9 45 3A DA SEE ONE SURE ATE FEE SPADE IN ETICA PS CEASE SIDe ON SAGA RP./L.R.
IS A RA TA CURE MATH EE SPACE ENCE HER GEES SICAN ON
(SE A SALL DE DI DATE FLEXE DELACOR PER DEALS SIGMA CO HIS SHEET AND AS NONA:TO CN PLANE UNDER IME SUPERWSON OF
BIKE LANE LEGEND DETAIL AUMEN SABLAS DE- OTF EAGNEN
PROTECT IN PLACE NO SCALE
RUIN PERALES RCE NO 87:69 2_ SHECTS
EXHIBIT B
N: MEADOWS AVE N PECK AVE NIREDONDO AVE
2ND ST 2ND ST
GREEN LN BLOSSOM LN RINDGE IN VAIL AVE MACKAY IN DHEIANIN FELTON LN PERKINS LN REDONDO BEACH INGLEWOOD AVE
S MEADOWS AVE S PECK AVE S REDONDO AVE
RUHLAND AVE
LAWIDALE
Mason
School NELSON AVE
¿ AVIATION WAY
ARTESE LE ARTESIA BLVD -ARTESIA BEVE
REOCHICO INGLEWOOD AVE
Surr YANDERBILT LN
REED: DIXON ST. HERRIN ST CARVER ST WOLLACOTT ST AXENTY WAY RINDGE LN CELTON IN
AVIATION WAY
CORNEGIELN ROCKEFELLER LN
GOODMANAVE STEINHARTAVE PERKINS LN
AVIATION BLVD Bane y Pony GRANT AVE
HARPERAVE STANFORD AVE SchORANT AVE fare
View GRANT AVE SLAUSON IN GRANT AVE
FORD AV Targol
PHELAN LN FELTON LN BNSF RR KINGDALE AVE
Conler
PALM LN Pacilia
HARRIMAN LN Crest
Schoc
Datic Cemeton
CLARK LN RIPLEY AVE
CLARK IN
MARSHALLFIELD LN 182NB-ST
STEINHARTAVE FORD AVE -ARKNESS LN FLAGLER EN MACKAY LN
GOODMAN AVE shas ington
PULLMAN LN
HARRERAY STANFORD AVE BLOSSOM IN
AVIATION BLVD PERA BELMONT LN RINDGE LN
Install new 6" White SPEYER LN
Thermoplastic Edgeline on both
sides of Flagler Ln, 4' offset MORGAN IN Plaste
Trolle
from curb face to create 10' HAVENEVER LN MOLEN AVE Polis Volor
Inform
through lanes in each direction
INGLEWOOD AVE
SPRECKELS LN
Cresto
Moble
CLUSTER LN SCE
Substation
REDONDO BEACH -190TH-6T
100TH-8T- +190TH ST
TORRANCE
ANITA ST
Deronguez
AGATE ST NT SSANXEVH Division
HERMOSA BEACH. REDONIO MEACH ANITA ST AMETHYST ST r-BERYL-ST-
HERONDO ST BERYL ST
ANZA AVE
Remeo
USPS
N CATALINA AVE
School
Public
Wolk
BERYL ST
DEL AMO BLVD DEL AMO BLVD E
DEL AMO ST
Substation
N Citywide Slurry Seal Project
Cycle 2, Phase 5-7 REDONDO
BEACH
Job No. 41140
1 inch =1,500 fect FLAGLER EDGELINE STRIPING EXHIBIT 8/14/2025 LEGEND New 6" White Thermoplastic Edgeline on both
Slurry Scal Street Segments sides of Flagler Ln. 4' offset from curb face Coordinate System: NAD 1983 StatePlane California V FIPS 0405 Feet EXHIBIT C SHEET 1/7
Proposed Striping
per Sheet 5/7 W17-1
W13-1(15)
* See Note 5
White 12' ee 250' to 600'‡ 100 to 25°+,
Reflective
thermoplastic
pavement markings d-
VARIES €
A•
W13=1k15). See Note
\ Type I a Typot Type | Marking Showr
100 to 250° See Sheet 4 for Type I
Asphalt Hump
New Signs NOT LAYOUT FOR ONE-WAY AND TWO-WAY STREETS.
CHEVRON MARKINGS PER SHEETS 3, 4, and 5. DIMENSION W17-1 required
FROM BIKE PATH CROSSING PER SHEETS 6 AND 7. W13-1(15)
12' or 22° 250° to 600'‡
Reflective white 100° to 250' I
thermoplastic
pavement markings
HUMPS
=
VARIES
A
w17-1 P A
W13-1(15), See Note 5 Type 1 Marking Shown
Type | or Type I| See Sheet 4 for Type lI
100' to 250'I Asphalt Hump
Layout on Street with Striped Median
Width * 12"
Varies Taper APPROVED June 27,2007
5/8 Standard
Curb Face-
Aggregate Mix Daka 2. Fisher
for Gioria d Jeff, General Manager
* If there is no CITY OF LOS ANGELES
use a gutter DEPARTMENT OF TRANSPORTATION
from flow line
Speed Humps 4
Section A-A
CKD. ISR TE PR. T.E 88
JW
он м.т. TE. TC S-483.0
SHEET 2/7
New Signs NOT
required
Proposed Striping
30" У 30" W17-1 per Sheet 5/7
SPEED Mogfried with Type II-A curb face or
HUMPS Retro-Reflective flow line
14 mir
15 24" X 24" W13-1(15)
LAPH with Type II-A
Retro-Reflective
Sheeting
Sign post
-Curb face
Advance Warning Sign
Geometric or
stripec
centerline or
solid yellow
me of striped
Offset by 2' if W>10'
1' if W=10'
Advance Pavement Marking
(See S-509.0)
Speed Humps Installation Notes
1. Speed humps shall be installed only when authorized by LADOT. Installations shall conform to the latest revision of LADOT Specification No. 51-008-003.
2. All asphalt concrete pavement shall conform to the most recent edition of the Standard Specification for Public Works Construction Section 302-5.
3. Speed humps shall not be placed over maintenance covers, watergates, junction chambers, etc.
4. Edge of speed humps should be 5 ft. or more from edge of driveway or catch basin.
5. Spacing between humps may vary. Exact locations and type of speed humps and sign locations shall be determined by LADOT.
6. Asphalt joins shall be accomplished by feather-edging.
7. The height of the speed hump shall not be less than 2% inch, and shall not exceed a tolerance of +¼ inch.
CITY OF LOS ANGELES Tile Drawing No
2 DEPARTMENT OF TRANSPORTATION Speed Humps S-483.0
4 SHEET 3/7
*Pavement Markings for
Speed Humps per MUTCD
Figure 3B-29, Option A. See
Sheet 5/7 for Striping
-6'→ - B
Center of Hump
Flow line: Flow line
V
- Edge of Gutter
Edge
Center of Travel
Lane - B - 6'
A
12" Taper - Type I Speed Hump -12" Taper
Driving Lane W Driving Lane W
Type | Speed Hump Marking (Chevron 1)
TWO-WAY STREETS AT GATES AVE, CURTIS AVE, RUHLAND AVE,
AND FELTON LN BEFORE AND AFTER THE BIKE PATH CROSSING
(7 HUMPS TOTAL). SEE MAP VIEW ON SHEETS 6 AND 7.
0383930111
6" Typical
1 12'
Type 1 Speed Hump
2%" High by 12' long
Section B-B
Title Drowing Vo
CITY OF LOS ANGELES 3
DEPARTMENT OF TRANSPORTATION Speed Humps S-483.0
4 SHEET 4/7
Direction of Travel
*Pavement Markings for
6'
Speed Humps per MUTCD
- B Figure 3B-29, Option A. See
Center of Hump Sheet 5/7 for Striping
Flow line Flow line
12'
Edge of Gutter
Center of Travel
Lane = B
A A See Page 1
12" Taper - Type I Speed Hump -12" Taper
Driving Lane W - Driving Lane W
Type | Speed Hump Marking (Chevron 1)
ONE-WAY STREETS AT NELSON AVE, VANDERBILT LN, CARNEGIE LN, AND ROCKEFELLER LN PRIOR TO BIKE PATH CROSSING (4 HUMPS TOTAL). SEE MAP VIEWS ON SHEETS 6 AND 7.
- 2.62"(2%
N
4-2
6" Typical
777777
- 12°
Type | Speed Hump
2 %" High by 12' long
Section B-B
Title Crowing No.
CITY OF LOS ANGELES 3
DEPARTMENT OF TRANSPORTATION Speed Humps S-483.0
4 SHEET 5/7
Legend 8 ft
→ Direction of travel 2 ft
8 ft
7ft
Leading edge
of speed hump
10 ft
*Pavement Markings for 6ft
Speed Humps per MUTCD
Figure 3B-29, Option A
100 ft
1 ę of Roadway
-12 ft typical- 12 ft
-6t- 5 ft
Center of
travel lane -
12 ft
typical
enter of
peed hump
14 ft
12 iriches 12-inch
.12-Inch white pavement
/ white markings 4 ft
markings
100 ft
Conter of speed hump*
16 ft
Speed hump
design width
Edge of
roadway
12-inch white 18 H
pavement markings
see detail on this sheet)
Width varies
(see detail on this sheet)
20 ft Center line of
travel lane
DETAIL-SPEED HUMP ADVANCE WARNING MARKINGS
NRBB Speed Humps SHEET 6/7
Advance
(3) Streets: Gates, Curtis, Ruhland
Bike path markings (100')
6 Humps, Type 1, Two-way streets 12' TYP & chevrons prior Crossing
to Crossing (see
sheet 5/7)
-36 60°
GRAHA LAVE
Asphalt Speed
Advance Humps, Type 1
markings 12' width x Length
(100') Remove pavement per detail on
& chevrons markings sheets 3 and 4.
prior to Typ.
Crossing (see SCE
sheet 5/7)
SCE
(3) Streets: Vanderbilt, ROW
Nelson, Rockefeller
3 Humps, Type 1,
One-way streets
Remove pavement
markings and do not restore
Advance markings (100')
after slurry on Nelson Ave
& chevrons prior to
Crossing (see sheet 5/7)
- 50'
Bike path Crossing
VANDERBILT LN
100
Asphalt Speed
Humps, Type 1 Catanise
12' width x Length
per detail on sheets
3 and 4. Typ.
(1) Street: Carnegie, 35
1 Hump, Type 1, One-way street
Bike path Crossing
100°
CARNEGIE LN
Restore Arrow Marking post Advance markings (100')
slurry. 1' Advance warning & chevrons prior to Do not restore marking may be omitted at Crossing (see sheet 5/7) existing pavement this location to avoid conflict. markings
SHEET 7/7
50'
ON LN
Advance markings (100')
& chevrons on BOTH sides
prior to Crossing (see sheet 5/7)
pood hur
badeny
he deal on the chand
Leo detail on this sheed
1605
(1) Streets: Felton
1 Hump, Type 1, Two-way street