Cities Index.
03. CIP 22-20 & 22-21 - Award Construction Contract for Residential Streeets Pavement Rehab.

Downey City Council
May 28, 2024

Document
03. CIP 22-20 & 22-21 - Award Construction Contract for Residential Streeets Pavement Rehab.
Meeting
May 28, 2024
Body
Downey City Council
Pages
101
Original file
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Text extracted from the city's file for reading and search. Open the original on lf.downeyca.org. That file is the official record.

Item No.

TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL
FROM: OFFICE OF THE CITY MANAGER
BY: MATTHEW BAUMGARDNER, DIRECTOR OF PUBLIC

WORKS/CITY ENGINEER
D ATE: MAY 28, 2024
SUBJECT: AWARD OF CONSTRUCTION CONTRACT FOR THE RESIDENTIAL STREETS PAVEMENT REHABILITATION - AREAS 5 AND 7, CAPITAL IMPROVEMENT PROJECT (CIP) NO. 22-20 AND 22-21; AND FUNDING

ALLOCATION FOR THE COST SAVING PAVING PILOT PROJECT

EXECUTIVE SUMMARY
The City Council will consider awarding a contract to Onyx Paving Company, Inc. in the amount of $7,337,000 for the construction of the Residential Streets Pavement Rehabilitation - Area 5 and 7 Projects (Project), Capital Improvement Program (CIP) No. 22-20 and 22-21. These areas are recommended for improvement based on the City’s approved Pavement Management Program. The City Council will also consider approving a change order of $6,404 for the Cost Saving Pilot Project, which was used to evaluate paving methods for use in Downey’s future paving projects, including the Area 5 and 7 projects.

RECOMMENDATION
That the City Council:

1.Award a contract to Onyx Paving Company, Inc. in the amount of $7,337,000 for the Residential Streets Pavement Rehabilitation - Area 5 and 7 Projects, Capital Improvement Program (CIP) No. 22-20 and 22-21;

2.Approve a change order in the amount of $6,404 to the Cost Saving Pilot Project contract with Onyx Paving Company, Inc.; and

3.Authorize the City Manager or his designee to execute any change orders or additional scope of work for the Area 5 and 7 Projects up to an amount of $8,404,400, including contingency amount of 20 percent.

BACKGROUND
The City’s Pavement Management Program (PMP) is the primary tool used to prioritize street pavement rehabilitation projects throughout the City. The PMP evaluates, ranks, and prioritizes each City street segment based on surface conditions (cracking, surface failures, etc.), pavement structural strength, and other field observations. The PMP

APPROVED BY

CITY MANAGER

CAPITAL IMPROVEMENT PROJECT NO. 22-20 AND 22-21
RESIDENTIAL STREETS PAVEMENT REHABILITATION PROJECT – AREAS 5 AND 7 PAGE 2

systematically prioritizes areas for pavement rehabilitation through a 10-year work plan in which the City was divided into ten areas as shown on Attachment A.

The residential street segments in each area identified as priorities for improvements are either in a state of minor deterioration and can be inexpensively repaired with minor maintenance methods such as slurry seal, cape seal or overlay while other residential street segments identified are deteriorated to a state of disrepair beyond what ordinarily could be handled through routine street maintenance practices and must be reconstructed. Ultimately, the pavement rehabilitation on the residential street segments will raise the condition of the pavement to an acceptable standard and will extend the life of the infrastructure by 20 years.

ANALYSIS

Cost Saving Paving Pilot Project

Construction material and labor costs have risen by as much as 30% over the past 3 years. Through close monitoring of recent bids, conversations with paving contractors and pavement manufacturers, and a review of the DIR Prevailing Wage changes, the City has determined that construction costs are likely to stay at their current levels, and possibly continue to increase for the foreseeable future. In order to effectively rehabilitate the City’s roadway network in this current economic climate, local agencies must constantly look for cost-effective treatment methods. Given this, staff worked with its Project designer to come up with alternative pavement strategies that would still extend the life of the roadways while providing cost savings.

Through discussions with the designer, staff elected to utilize an Asphalt-Rubber Aggregate Membrane (ARAM) + Slurry Cape Seal treatment in lieu of a full reconstruction for several of the roadways within Area 5. ARAM + Slurry Cape Seal, which consists of the ARAM layer that is laid on the roadway surface followed by Slurry Cape Seal, is a proven treatment that has been utilized in Public Works projects for over 20 years and provides significant cost savings compared to full reconstruction, which consists of the removal of several inches of pavement and base, then placement of new asphalt pavement. While full reconstruction does provide a smoother driving surface and a visually better finish, ARAM treatments effectively bind together any surface defects and provide a new surface that greatly improves the rideability of the roadway while prolonging the life of the road for up to 15 years.

Downey has not utilized the ARAM method for local roadway rehabilitation projects in the past and, therefore, elected to perform a pilot project on a street within Area 5 to observe the results. Tristan Drive between Buckles Street and Fontana Street was chosen as a candidate for the Project given its poor Pavement Condition Index (PCI) and several roadway patches that have caused the road to have an uneven surface. Additionally, the length of this segment was short enough to allow the City to construct the test strip in a

CAPITAL IMPROVEMENT PROJECT NO. 22-20 AND 22-21
RESIDENTIAL STREETS PAVEMENT REHABILITATION PROJECT – AREAS 5 AND 7 PAGE 3

relatively short period of time and determine if it would be successful for use in the upcoming residential paving projects.

In order to complete the project and have enough time to observe the results prior to beginning the Area 5 project, the City reached out to three contractors with the plans, specifications, and expedited schedule for the project. Onyx Paving Company, Inc. (Onyx), was the only contractor who responded and could meet the City’s schedule.

On March 20, 2024, the City entered into an agreement with Onyx to construct the Cost Saving Pilot Project for $52,985. The project value fell under the City Manager’s approval authority and was awarded administratively per Chapter 3 of the City of Downey’s Purchasing Policy. After the first day of construction, it was discovered that additional preparation work would need to be performed to effectively utilize the ARAM treatment method for this street segment. In order to maintain the project timeline, work proceeded per the original schedule and the project was completed by April 11, 2024 for a total cost of $81,404.00. This increased the costs above the City Manager’s approval threshold of $75,000 and, therefore, requires the City Council’s approval of a change order to the contract for an amount of $6,404.

Staff has monitored the condition of the test strip on Tristan Avenue and has found that it has performed well under all traffic conditions, including occasional heavier loads from street sweeping and solid waste hauling trucks. As a result, it has been selected as a treatment cost saving measure for the Area 5 and 7 Projects.

Area 5 & 7

On February 27, 2024, the City Council approved plans and specifications and granted authority to advertise the Project for bids (Attachment B). The proposed work consists of various pavement rehabilitation strategies, concrete repairs, and ADA improvements within the Area 5 and Area 7 regions as shown on the plans in Attachment B.

However, during the design process, staff determined that this would not be enough funding to cover the full, original scope of the Area 5 and Area 7 projects. In order to save costs, staff implemented the following changes:

• Removed All Slurry Seal and Cape Seal Streets. This work will be done in a standalone project. Approximately 12 miles of streets requiring slurry seal treatment were removed and will be addressed in Fiscal Year 2024-2025. These streets are already considered in good condition and the slurry seal treatment is recommended to prolong the surface of the street and prevent the degradation of the road. This work is typically done by subcontractors and is therefore subject to a markup by the prime contractor of anywhere from 10 to 20 percent. By separating it into a future standalone project, the work would be done by the prime and therefore not be subject to a markup, thus saving up to 20 percent of the cost.

CAPITAL IMPROVEMENT PROJECT NO. 22-20 AND 22-21
RESIDENTIAL STREETS PAVEMENT REHABILITATION PROJECT – AREAS 5 AND 7 PAGE 4

• Combined the Area 5 and Area 7 Projects. Staff typically constructs each Area as a standalone project, however, combining projects allows the City to leverage economies of scale by creating a project with larger construction quantities than would be typically required by a pavement rehabilitation projects which focuses on only one Area.

• Implemented the ARAM + Slurry Cape Seal System. As discussed above, this system prolongs the life of the street by 15 years while eliminating the need for heavy removals, hauling and disposal of construction spoils, and installation of several inches of new pavement. The success of the Cost Saving Paving Pilot Project gave staff confidence that this system, which has not been implemented in Downey, will be effective in rehabilitating our streets while saving costs.

The Project was advertised in the Downey Patriot on April 24, 2024, and May 2, 2024, and published in various trade publications. On May 14, 2024, the City received and publicly opened 5 bids ranging from $7,337,000.00 to $9,306,000.00.

The bid results were as follows:

CONTRACTOR LOCATION BASE BID
AMOUNT
Onyx Paving Company, Inc. Anaheim $ 7,337,000.00
Sequel Contractors, Inc. Santa Fe Springs $ 7,997,612.60 R.J. Noble Company Orange $ 8,184,749.21
All American Asphalt Corona $ 8,618,202.73
Hardy & Harper Lake Forest $ 9,306,000.00

Due to the above-mentioned changes, it resulted in favorable bids that were under the FY 2023-2024 budgeted project amount of $11,735,800 for the two roadway rehabilitation projects.

The lowest responsive and responsible bidder is Onyx Paving Company, Inc., with a Base Bid amount of $7,337,000 (Attachment C). Staff reviewed the bid proposal and references provided by Onyx Paving Company, Inc. and found that Onyx Paving Company, Inc. has satisfactorily completed projects for the Cities of Downey, Arcadia, Whittier, Riverside, Diamond Bar, and others. Onyx Paving Company, Inc.'s state contractor's license is "current and active," and this contractor is registered with the California Department of Industrial Relations (DIR) for Labor Compliance. Staff recommends that the City Council award a contract to Onyx Paving Company, Inc. for the construction of Residential Streets Pavement Rehabilitation - Area 5 and 7 Projects (Project), Capital Improvement Program (CIP) No. 22-20 and 22-21.

CAPITAL IMPROVEMENT PROJECT NO. 22-20 AND 22-21
RESIDENTIAL STREETS PAVEMENT REHABILITATION PROJECT – AREAS 5 AND 7 PAGE 5

Construction is anticipated to begin in June 2024 and be completed in September 2024.

This Project is categorically exempt from the provisions of the California Environmental Quality Act (CEQA) under Section 15301(c), Existing Facilities.

CITY COUNCIL PRIORITIES

Quality of Life, Safety & Infrastructure

FISCAL IMPACT

Approval of the recommended actions will result in an expenditure of $8,810,804, including a 20% contingency amount in the event of any necessary change orders during project construction. When including the project scope of work for engineering design, inspection, testing, and construction management, the total cost for the project is approximately $9,856,806. These total costs and the budgeted Capital Improvement Program (CIP) funds to cover them are shown in the following tables:

Description Amount
Design $440,000
Construction Contract $7,337,000
Construction Contract Contingencies (20%) $1,467,400
Construction Inspection $222,406
Soils and Materials Testing $160,000
Construction Engineering and Contract
Administration $230,000
Change Order for Tristan Avenue Pilot Project $6,404
Total Estimated Project Cost: $9,856,806

There are sufficient fund balances for the recommended actions, as shown in the table below.

Account
No. Funding Source Amount
58-1-6876 Fund 58 (Measure M Bond) $177,336
32-1-6877 Fund 32 (Senate Bill 1) $300,000
38-1-6877 Fund 38 (Vehicle Impact Fee) $2,230,000
56-1-6877 Fund 56 (Measure R Local Return) $750,000
57-1-6877 Fund 57 (Measure M Local Return) $790,000
58-1-6877 Fund 58 (Measure M Bond) $830,300
58-1-6879 Fund 58 (Measure M Bond)
Transfer from CIP 22-23 - Area 6 $2,244,701

CAPITAL IMPROVEMENT PROJECT NO. 22-20 AND 22-21
RESIDENTIAL STREETS PAVEMENT REHABILITATION PROJECT – AREAS 5 AND 7 PAGE 6

59-1-6879 Fund 59 (Measure R Bond)
Transfer from CIP 22-23 - Area 6 $3,637,135
58-1-6823
Fund 58 (Measure M Bond)
Transfer from CIP 3rd Street Pavement Rehabilitation
Project
$201,328
56-1-6832
Fund 56 (Measure R Local Return)
Transfer from CIP Annual Citywide Traffic Striping of
Roadways
$80,000
57-1-6624 Fund 57 (Measure M Local Return)
Transfer from CIP Miscellaneous Bridge Repairs $95,000
56-1-6787 Fund 56 (Measure R Local Return)
Transfer from CIP Entry Monument Signs $75,000
56-1-6843
Fund 56 (Measure R Local Return)
Transfer from CIP Citywide Median Landscape
Enhancements
$25,000
32-1-6906
Fund 32 (Senate Bill 1)
Transfer from CIP Lakewood Boulevard Pavement
Rehabilitation
$200,000
57-1-6896
Fund 57 (Measure M Local Return)
Transfer from CIP Traffic Signal at Ardis
Ave./Charlemagne Ave. and Foster Road
$100,000
Total Estimated Project Cost: $11,735,800

ATTACHMENTS

Attachment A – Project Location Map
Attachment B – Plans
Attachment C – Bid Summary

ATTACHMENT A

CITY OF DOWNEY

PUBLIC WORKS DEPARTMENT

RESIDENTIAL STREET PAVEMENT
REHABILITATION PROJECT AREA 5
CAPITAL IMPROVEMENT PROJECT NO. 22-20
CIP NO. 22-20

RESIDENTIAL STREET PAVEMENT REHABILITATION PROJECT
AREA 5
A

SS
CIP NO. 22-20

RESIDENTIAL STREET PAVEMENT REHABILITATION PROJECT
AREA 5
TRISTAN DR MULLER ST 5TH ST

CIP NO. 22-20

RESIDENTIAL STREET PAVEMENT REHABILITATION PROJECT
AREA 5

ENTERCIP NO. 22-20

RESIDENTIAL STREET PAVEMENT REHABILITATION PROJECT
AREA 5

CIP NO. 22-20

RESIDENTIAL STREET PAVEMENT REHABILITATION PROJECT
AREA 5

CIP NO. 22-20

RESIDENTIAL STREET PAVEMENT REHABILITATION PROJECT
AREA 5

CIP NO. 22-20

RESIDENTIAL STREET PAVEMENT REHABILITATION PROJECT
AREA 5

CIP NO. 22-20

RESIDENTIAL STREET PAVEMENT REHABILITATION PROJECT
AREA 5

CIP NO. 22-20

RESIDENTIAL STREET PAVEMENT REHABILITATION PROJECT
AREA 5

CIP NO. 22-20

RESIDENTIAL STREET PAVEMENT REHABILITATION PROJECT
AREA 5

CIP NO. 22-20

RESIDENTIAL STREET PAVEMENT REHABILITATION PROJECT
AREA 5

CIP NO. 22-20

RESIDENTIAL STREET PAVEMENT REHABILITATION PROJECT
AREA 5

CIP NO. 22-20

RESIDENTIAL STREET PAVEMENT REHABILITATION PROJECT
AREA 5

CIP NO. 22-20

RESIDENTIAL STREET PAVEMENT REHABILITATION PROJECT
AREA 5

CIP NO. 22-20

RESIDENTIAL STREET PAVEMENT REHABILITATION PROJECT
AREA 5

CIP NO. 22-20

RESIDENTIAL STREET PAVEMENT REHABILITATION PROJECT
AREA 5

CIP NO. 22-20

RESIDENTIAL STREET PAVEMENT REHABILITATION PROJECT
AREA 5

CIP NO. 22-20

RESIDENTIAL STREET PAVEMENT REHABILITATION PROJECT
AREA 5

CIP NO. 22-20

RESIDENTIAL STREET PAVEMENT REHABILITATION PROJECT
AREA 5

CIP NO. 22-20

RESIDENTIAL STREET PAVEMENT REHABILITATION PROJECT
AREA 5

CIP NO. 22-20

RESIDENTIAL STREET PAVEMENT REHABILITATION PROJECT
AREA 5

CIP NO. 22-20

RESIDENTIAL STREET PAVEMENT REHABILITATION PROJECT
AREA 5

CIP NO. 22-20

RESIDENTIAL STREET PAVEMENT REHABILITATION PROJECT
AREA 5

CIP NO. 22-20

RESIDENTIAL STREET PAVEMENT REHABILITATION PROJECT
AREA 5

CIP NO. 22-20

RESIDENTIAL STREET PAVEMENT REHABILITATION PROJECT
AREA 5

CIP NO. 22-20

RESIDENTIAL STREET PAVEMENT REHABILITATION PROJECT
AREA 5

DONOTENTERCIP NO. 22-20

RESIDENTIAL STREET PAVEMENT REHABILITATION PROJECT
AREA 5

CIP NO. 22-20

RESIDENTIAL STREET PAVEMENT REHABILITATION PROJECT
AREA 5

CITY OF DOWNEY

PUBLIC WORKS DEPARTMENT

ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER

OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER BY

ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT

THERETO AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED

HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF

UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE

UNDERSIGNED, NOT INDICATED ON THE PUBLIC RECORDS EXAMINED,

LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN ON RECORDS EXAMINED.

THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES

TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK.

CITY OF DOWNEY

PUBLIC WORKS DEPARTMENT

RESIDENTIAL STREET PAVEMENT
REHABILITATION PROJECT AREA 7
CAPITAL IMPROVEMENT PROJECT NO. 22-21

SHEET INDEX

TITLE SHEET

ALL WORK CALLED FOR ON THE PLANS SHALL COMPLY WITH THE CITY OF DOWNEY STANDARD PLANS AND SPECIFICATIONS; THE LATEST EDITIONS OF THE

STANDARD PLANS AND SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, "GREENBOOK"; AND THE CALTRANS STANDARD PLANS AND SPECIFICATIONS.

LOCATIONS OF EXISTING UTILITIES AND/OR UNDERGROUND FACILITIES, IF

SHOWN, ARE IN THEIR APPROXIMATE LOCATIONS BASED ON BEST AVAILABLE INFORMATION AT TIME OF PREPARING PLANS. ACTUAL LOCATION, SIZE, TYPE,

AND NUMBER OF UTILITIES AND/OR UNDERGROUND FACILITIES MAY DIFFER

FROM THAT SHOWN AND SUCH UTILITIES OR FACILITIES MAY BE PRESENT THAT ARE NOT SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO HAVE SITE

INSPECTED BY USA PRIOR TO COMMENCING WORK AND TO VERIFY LOCATIONS

OF ALL UTILITIES WITH RESPECTIVE OWNERS PRIOR TO STARTING WORK AND THROUGHOUT CONTRACT. THE PLANS ONLY SHOW KNOWN UNDERGROUND UTILITIES FOR STREETS THAT ARE TO BE RECONSTRUCTED.

THE CONTRACTOR SHALL NOTIFY THE CITY OF DOWNEY INSPECTOR AT LEAST 48 HOURS PRIOR TO ANY CONSTRUCTION (PHONE: 562-904-7110).

INSPECTION BY THE CITY OR ITS REPRESENTATIVE OF THE WORK CALLED FOR

ON THE PLANS DOES NOT, IN ANY WAY, RELIEVE THE CONTRACTOR OF THEIR

OBLIGATION TO PERFORM WORK IN COMPLIANCE WITH THE PLANS AND SPECIFICATIONS.

THE CONTRACTOR SHALL USE PROPER SAFETY SIGNING AND BARRICADING AS

REQUIRED PER CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD), LATEST EDITION.

REQUESTS FOR DEVIATIONS FROM THE APPROVED PLANS (EXCEPT MINOR

ADJUSTMENTS IN THE FIELD TO MEET EXISTING CONDITIONS), SHALL BE MADE IN

WRITING AND ARE NOT TO BE INITIATED UNLESS, OR UNTIL, THEY ARE APPROVED

BY THE PUBLIC WORKS DIRECTOR/CITY ENGINEER OR A REPRESENTATIVE ACTING SPECIFICALLY UPON HIS INSTRUCTIONS.

QUANTITIES, AS SHOWN ON THE PLANS ARE ESTIMATED, AND THE CONTRACTOR

IS ADVISED THAT FINAL QUANTITIES OF MATERIAL AND WORK IN PLACE MAY BE MORE OR LESS THAN THOSE INDICATED ON THE PLANS.

CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL

REPORT ALL DISCREPANCIES TO THE CITY ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.

AT NO TIME IS ANY BUSINESS OR RESIDENCE TO BE WITHOUT ACCESS UNLESS OTHERWISE APPROVED IN WRITING BY THE CITY.

WORK LIMITED BETWEEN 8:00 A.M. AND 5:00 P.M., UNLESS OTHERWISE APPROVED BY THE CITY.

NO STORAGE OF MATERIALS/EQUIPMENT WILL BE ALLOWED IN PUBLIC RIGHT-OF-WAY. PROVIDE OFFSITE/ONSITE STAGING/STORAGE AREA IF NECESSARY.

TRAFFIC CONTROL SHALL BE PER CA MUTCD OR WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH).

PEDESTRIAN ACCESS ALONG PARKWAY MUST BE MAINTAINED AT ALL TIMES.

THE CONTRACTOR SHALL OPERATE IN A MANNER COMPLIANT WITH ALL

APPLICABLE SECTIONS OF THE DOWNEY MUNICIPAL CODE AND COMPLIANT WITH ALL APPLICABLE CITY COUNCIL RESOLUTIONS.

HARD HATS AND SAFETY VESTS SHALL BE WORN AT ALL TIMES WHEN WORKING ON THIS PROJECT.

CONTRACTOR AGREES THAT THEY SHALL ASSUME SOLE AND COMPLETE

RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF THE

CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND,

CONTINUOUSLY INDEMNIFY AND HOLD THE CITY AND ITS EMPLOYEES HARMLESS

FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE

PERFORMANCE OF THE WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM SOLE NEGLIGENCE OF THE CITY OR ITS EMPLOYEES.

RECOVER CENTERLINE MONUMENTS AND SET TIES PRE-CONSTRUCTION AND FILE PER COUNTY REQUIREMENTS. POST CONSTRUCTION SET NEW CENTERLINE

MONUMENTS & TIES (INCLUDING MISSING MONUMENTS) PER CITY AND COUNTY REQUIREMENTS, AND FILE CORNER RECORDS.

REPLACE TYPE C BLUE RETROREFLECTIVE MARKERS WHERE A FIRE HYDRANT IS LOCATED.

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

13. 14.

15. 16.

GENERAL NOTES

UNDERGROUND STRUCTURES
CIP NO. 22-21
RESIDENTIAL STREET PAVEMENT REHABILITATION PROJECT, AREA 7

GENERAL NOTES

STRIPING NOTES

1. COLD MILL TAPER

SIDEWALK REPAIR

CURB AND GUTTER REPAIR

DRIVEWAY REPAIR

PROPOSED RECONSTRUCTION

COLD MILL FULL GRIND
LEGEND
A
B
C
D
E
F
G
H
I
J

CROSS GUTTER REPAIR

BASE REPAIR

S/W SIDEWALK

DWY DRIVEWAY

FT FEET

SF SQUARE FEET
LEGEND

AC ASPHALT CONCRETE

DL DEEPLIFT

LF LINEAR FEET

C/G CURB AND GUTTER

FL FLOW LINE

R/W RIGHT-OF-WAY

ARHM ASPHALT RUBBER HOT MIX

PCC PORTLAND CEMENT CONCRETE

CB CATCH BASIN

FS FINISH SURFACE

RPM RAISED PAVEMENT MARKER

EX EXISTING

PKWY PARKWAY

SPPWC STANDARD PLANS FOR PUBLIC

WORKS CONSTRUCTION

PROP PROPOSED

CONSTRUCTION NOTES
2 1
3 4
5 10
11 12
14 7
13 8
9 6
CONSTRUCT 2.5-INCH AC PAVEMENT.

SAWCUT AND REMOVE EXIST AC PAVEMENT TO A DEPTH OF 4-INCHES. SCARIFY EXIST BASE ROCK AND RECOMPACT TO 95% RELATIVE DENSITY. CONSTRUCT FULL DEPTH AC ON THE SCARIFIED AND RECOMPACTED BASE ROCK.

CONSTRUCT 1.5-INCH ARHM OVERLAY.

COLD MILL EXIST AC PAVEMENT, 1.5-INCH
COLD MILL EXIST AC PAVEMENT, 1.5-INCH TO 0-INCH TAPER.

ADJUST VAULT COVER TO GRADE.

ADJUST MANHOLE TO GRADE.

SAWCUT AND REMOVE EXIST CROSS GUTTER AND CONSTRUCT NEW PCC CROSS GUTTER PER SPPWC STD PLAN 122-3.

SAWCUT AND REMOVE EXIST AC PAVEMENT, SCARIFY EXIST BASE ROCK AND RECOMPACT TO 95% RELATIVE DENSITY. CONSTRUCT FULL DEPTH AC ON SCARIFIED AND RECOMPACTED BASE ROCK.

ADJUST VALVE COVER TO GRADE.

SAWCUT AND REMOVE EXIST CURB AND GUTTER FROM JOINT TO JOINT AND CONSTRUCT NEW PCC CURB AND GUTTER PER SPPWC STD PLAN 120-3 TYPE A2. CURB AND GUTTER HEIGHT AND WIDTH TO MATCH EXIST ADJACENT CURB AND GUTTER.

SAWCUT AND REMOVE EXIST SIDEWALK AND CONSTRUCT NEW 4-INCH THICK PCC SIDEWALK PER SPPWC STD PLAN 113-2. SIDEWALK WIDTH TO MATCH EXIST ADJACENT SIDEWALK.

REMOVE EXIST DRIVEWAY AND CONSTRUCT NEW PCC DRIVEWAY PER SPPWC STD PLAN 110-2, TYPE PER PLAN.

SAWCUT AND REMOVE EXIST IMPROVEMENTS AND CONSTRUCT NEW PCC CURB RAMP PER CALTRANS STD PLAN A88A OR A88B, TYPE PER PLAN WITH YELLOW TRUNCATED DOMES.

P PROTECT IN PLACE.

EP EDGE OF PAVEMENT

GB GRADE BREAK
K

SAWCUT AND REMOVE EXIST ALLEY INTERSECTION AND CONSTRUCT NEW ALLEY INTERSECTION PER SPPWC STD PLAN 130-3 WITH YELLOW TRUNCATED DOMES.
15 EG EDGE OF GUTTER
CONSTRUCT NEW PCC CURB AND GUTTER PER SPPWC STD PLAN 120-3 TYPE A2.

CONTRACTOR TO BLEND DRIVEWAYS TO GUTTER.
16 CONSTRUCT VARIABLE A.C. LEVELING COURSE (1" MAX) PER TYPICAL SECTION.17 COLD MILL EX. P.C.C. PAVEMENT 2" MAX PER TYPICAL SECTION & DETAIL.18 EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER AND/OR

SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

2. 3.

4.EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

INDICATES DETAIL NUMBER PER CALTRANS STANDARD PLANS.

ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT.

INSTALL 11' WIDE WHITE BASIC CROSSWALK WITH 12" WIDE STRIPES PER CALTRANS STD PLAN A24F.

INSTALL 10' WIDE YELLOW LADDER CROSSWALK WITH 12" WIDE STRIPES EVERY 3' O.C. PER CALTRANS STD PLAN A24F.

INSTALL 12" WIDE WHITE LIMIT LINE PER CALTRANS STD PLAN A24G.

INSTALL "STOP" PAVEMENT MARKINGS PER CALTRANS STD PLAN A24D.

INSTALL "SLOW SCHOOL XING" PAVEMENT MARKING WORDS PER CALTRANS STD PLAN A24D.

INSTALL "NO LEFT TURN" PAVEMENT MARKING PER CALTRANS STD PLAN A24D AND A24E.

INSTALL RAILROAD CROSSING SYMBOL PER CALTRANS STD PLAN A24B.

INSTALL TYPE III (L) ARROW PER CALTRANS STD PLAN A24B.

INSTALL TYPE III (B) ARROW PER CALTRANS STD PLAN A24B.

INSTALL TYPE I 10' ARROW PER CALTRANS STD PLAN A24A.

INSTALL SIGN. TYPE INDICATED ON PLAN.

CONSTRUCT NEW PCC DRIVEWAY PER SPPWC STD PLAN 110-2, TYPE PER PLAN.19

17. 18.

CIP NO. 22-21
RESIDENTIAL STREET PAVEMENT REHABILITATION PROJECT, AREA 7

GENERAL NOTES

STRIPING NOTES

1. COLD MILL TAPER

SIDEWALK REPAIR

CURB AND GUTTER REPAIR

DRIVEWAY REPAIR

PROPOSED RECONSTRUCTION

COLD MILL FULL GRIND
LEGEND
A
B
C
D
E
F
G
H
I
J

CROSS GUTTER REPAIR

BASE REPAIR

S/W SIDEWALK

DWY DRIVEWAY

FT FEET

SF SQUARE FEET
LEGEND

AC ASPHALT CONCRETE

DL DEEPLIFT

LF LINEAR FEET

C/G CURB AND GUTTER

FL FLOW LINE

R/W RIGHT-OF-WAY

ARHM ASPHALT RUBBER HOT MIX

PCC PORTLAND CEMENT CONCRETE

CB CATCH BASIN

FS FINISH SURFACE

RPM RAISED PAVEMENT MARKER

EX EXISTING

PKWY PARKWAY

SPPWC STANDARD PLANS FOR PUBLIC

WORKS CONSTRUCTION

PROP PROPOSED

CONSTRUCTION NOTES
2 1
3 4
5 10
11 12
14 7
13 8
9 6
CONSTRUCT 2.5-INCH AC PAVEMENT.

SAWCUT AND REMOVE EXIST AC PAVEMENT TO A DEPTH OF 4-INCHES. SCARIFY EXIST BASE ROCK AND RECOMPACT TO 95% RELATIVE DENSITY. CONSTRUCT FULL DEPTH AC ON THE SCARIFIED AND RECOMPACTED BASE ROCK.

CONSTRUCT 1.5-INCH ARHM OVERLAY.

COLD MILL EXIST AC PAVEMENT, 1.5-INCH
COLD MILL EXIST AC PAVEMENT, 1.5-INCH TO 0-INCH TAPER.

ADJUST VAULT COVER TO GRADE.

ADJUST MANHOLE TO GRADE.

SAWCUT AND REMOVE EXIST CROSS GUTTER AND CONSTRUCT NEW PCC CROSS GUTTER PER SPPWC STD PLAN 122-3.

SAWCUT AND REMOVE EXIST AC PAVEMENT, SCARIFY EXIST BASE ROCK AND RECOMPACT TO 95% RELATIVE DENSITY. CONSTRUCT FULL DEPTH AC ON SCARIFIED AND RECOMPACTED BASE ROCK.

ADJUST VALVE COVER TO GRADE.

SAWCUT AND REMOVE EXIST CURB AND GUTTER FROM JOINT TO JOINT AND CONSTRUCT NEW PCC CURB AND GUTTER PER SPPWC STD PLAN 120-3 TYPE A2. CURB AND GUTTER HEIGHT AND WIDTH TO MATCH EXIST ADJACENT CURB AND GUTTER.

SAWCUT AND REMOVE EXIST SIDEWALK AND CONSTRUCT NEW 4-INCH THICK PCC SIDEWALK PER SPPWC STD PLAN 113-2. SIDEWALK WIDTH TO MATCH EXIST ADJACENT SIDEWALK.

REMOVE EXIST DRIVEWAY AND CONSTRUCT NEW PCC DRIVEWAY PER SPPWC STD PLAN 110-2, TYPE PER PLAN.

SAWCUT AND REMOVE EXIST IMPROVEMENTS AND CONSTRUCT NEW PCC CURB RAMP PER CALTRANS STD PLAN A88A OR A88B, TYPE PER PLAN WITH YELLOW TRUNCATED DOMES.

P PROTECT IN PLACE.

EP EDGE OF PAVEMENT

GB GRADE BREAK
K

SAWCUT AND REMOVE EXIST ALLEY INTERSECTION AND CONSTRUCT NEW ALLEY INTERSECTION PER SPPWC STD PLAN 130-3 WITH YELLOW TRUNCATED DOMES.
15 EG EDGE OF GUTTER
CONSTRUCT NEW PCC CURB AND GUTTER PER SPPWC STD PLAN 120-3 TYPE A2.

CONTRACTOR TO BLEND DRIVEWAYS TO GUTTER.
16 CONSTRUCT VARIABLE A.C. LEVELING COURSE (1" MAX) PER TYPICAL SECTION.17 COLD MILL EX. P.C.C. PAVEMENT 2" MAX PER TYPICAL SECTION & DETAIL.18 EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER AND/OR

SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

2. 3.

4.EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

INDICATES DETAIL NUMBER PER CALTRANS STANDARD PLANS.

ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT.

INSTALL 11' WIDE WHITE BASIC CROSSWALK WITH 12" WIDE STRIPES PER CALTRANS STD PLAN A24F.

INSTALL 10' WIDE YELLOW LADDER CROSSWALK WITH 12" WIDE STRIPES EVERY 3' O.C. PER CALTRANS STD PLAN A24F.

INSTALL 12" WIDE WHITE LIMIT LINE PER CALTRANS STD PLAN A24G.

INSTALL "STOP" PAVEMENT MARKINGS PER CALTRANS STD PLAN A24D.

INSTALL "SLOW SCHOOL XING" PAVEMENT MARKING WORDS PER CALTRANS STD PLAN A24D.

INSTALL "NO LEFT TURN" PAVEMENT MARKING PER CALTRANS STD PLAN A24D AND A24E.

INSTALL RAILROAD CROSSING SYMBOL PER CALTRANS STD PLAN A24B.

INSTALL TYPE III (L) ARROW PER CALTRANS STD PLAN A24B.

INSTALL TYPE III (B) ARROW PER CALTRANS STD PLAN A24B.

INSTALL TYPE I 10' ARROW PER CALTRANS STD PLAN A24A.

INSTALL SIGN. TYPE INDICATED ON PLAN.

CONSTRUCT NEW PCC DRIVEWAY PER SPPWC STD PLAN 110-2, TYPE PER PLAN.19

S
WV
S
FH
WV
7538 7603 7609 7615 7619 7623 7629 7633 7639 7643
10+00.00 11+00.00 12+00.00 13+00.00 14+00.009+50.00 10+50.00 11+50.00 12+50.00 13+50.00 14+50.00 S
WV
S
FH
WV
7538 7603 7609 7615 7619 7623 7629 7633 7639 7643
10+00.00 11+00.00 12+00.00 13+00.00 14+00.009+50.00 10+50.00 11+50.00 12+50.00 13+50.00 14+50.00

PROFILE
SCALE
BURNS AVENUE - STA 9+50.00 TO STA 14+50.00
SCALE
1"=20'
16 16
16 19 19 19
19 19
16 16
16 SS
7643 7649 7655 7659 7703 7709 7713 7719 7723 7729 7733
15+00.00 16+00.00 17+00.00 18+00.00 19+00.0014+50.00 15+50.00 16+50.00 17+50.00 18+50.00 19+50.00 SS
7643 7649 7655 7659 7703 7709 7713 7719 7723 7729 7733
15+00.00 16+00.00 17+00.00 18+00.00 19+00.0014+50.00 15+50.00 16+50.00 17+50.00 18+50.00 19+50.00

PROFILE
SCALE
BURNS AVENUE - STA 14+50.00 TO STA 19+50.00
SCALE
1"=20'
16 16
16 S SMH
LI
D
WV
SMH
L
I
D
7733 7737 7743 7749 7753
20+00.00 21+00.00 22+00.00 22+20.5719+50.00 20+50.00 21+50.00 S SMH
LI
D
WV
SMH
L
I
D
7733 7737 7743 7749 7753
20+00.00 21+00.00 22+00.00 22+20.5719+50.00 20+50.00 21+50.00

PROFILE
SCALE
BURNS AVENUE - STA 19+50.00 TO RIVES AVE
SCALE
1"=20'
D
J
J D
16 16
19 19
16 16

S
WV
S
WV
WV
WV
WV
7503 7507 751311400
11401
0+00.00 1+00.00 2+00.00 3+00.00 4+00.000+50.00 1+50.00 2+50.00 3+50.00 4+50.00 S
WV
S
WV
WV
WV
WV
7503 7507 751311400
11401
0+00.00 1+00.00 2+00.00 3+00.00 4+00.000+50.00 1+50.00 2+50.00 3+50.00 4+50.00

PROFILE
SCALE
14 11
13 7
BURNS AVENUE - OLD RIVER SCHOOL RD TO STA 4+50.00
SCALE
1"=20'
11 7
13 14
7 13
14 A
J
J
A
5 5
K
K
16 16
16 S S
7543 7549 11400
7513 7517 7523 7529 7533 7539 7534
5+00.00 6+00.00 7+00.00 8+00.00 9+00.004+50.00 5+50.00 6+50.00 7+50.00 8+50.00 9+50.00 S S
7543 7549 11400
7513 7517 7523 7529 7533 7539 7534
5+00.00 6+00.00 7+00.00 8+00.00 9+00.004+50.00 5+50.00 6+50.00 7+50.00 8+50.00 9+50.00

PROFILE
SCALE
BURNS AVENUE - STA 4+50.00 TO STA 9+50.00
11 SCALE
1"=20'
7 13
14 7
13 11
14 16
16 11
16 19
19 16

7402
7403
7408 7412 7418 7424 7430 7436
7409 7413 7419 7425 7431 7437
S
SD
7402
7403
7408 7412 7418 7424 7430 7436
7409 7413 7419 7425 7431 7437
ADWEN STREET - OLD RIVER SCHOOL RD TO STA 4+50.00

PROFILE
SCALE
11 11
SCALE
1"=20'
14 13
7 14
13 7
B
B
13 11
7 14

EX EP

EX TC

EX EP

EX TC

EX EP

EX TC

EX EP

EX TC

7442 7448 7502 7508 7514 7518 7524 7530
7443 7449 7503 7509 7515 7519 7525 7531 11559
SS
7442 7448 7502 7508 7514 7518 7524 7530
7443 7449 7503 7509 7515 7519 7525 7531 11559

PROFILE
SCALE
11 11
ADWEN STREET - STA 4+50.00 TO STA 9+50.00
SCALE
1"=20'
7 13
14 7
13 14
E
E

EX EP

EX TC

EX EP

EX TC

EX EP

EX TC

EX EP

EX TC
14 7
11 13
3 3 3
4 3
2 1
1 142
7 13
14 JULIUS AVENUE - ADWEN ST TO CUL-DE-SAC

115597542
7548 7602 7608 7612 7616 7622 7626 7632 7636115591155876377631 S S11559
7542
7548 7602 7608 7612 7616 7622 7626 7632 7636115591155876377631

PROFILE
SCALE
ADWEN STREET - STA 9+50.00 TO STA 14+50.00
1111
SCALE
1"=20'
7 13
14 7
13 14
7 13
14 B
B
13 11
7 14
1 1
1 EX EP

EX TC

EX EP

EX TC

EX EP

EX TC

EX EP

EX TC
2 4
E
1 3 3
3 3
2 4
3 7642 7646 7652 7702
77057645
S
7642 7646 7652 7702
77057645

PROFILE
SCALE
ADWEN STREET - STA 14+50.00 TO RICHEON AVE
11 SCALE
1"=20'
7 13
14 13
11 7
14 EX EP

EX TC

EX EP

EX TC
1 1 1

WV WV
WV
WV
SS
WV
CO
7125712171177113710971057101
71307126712271187114711071067102

PROFILE
SCALE
COLE STREET - MITLA AVE TO STA 4+50.00
10 7
11 13
14 11
14 13
7 SCALE
1"=20'
10 11 10
14 13
7 1
1 1

WV
WV
S S
7137 7141 7145 7149 7153
7157 7161
7162
7158
71547150
7146PROFILE
SCALE
COLE STREET - STA 4+50.00 TO CUL-DE-SAC
SCALE
1"=20'
10 11
7 13
14 10
11 7
13 14
7 13
14 14
13 11
7 10
P
P
P
3 3 3
1 S S
WV
7103 7107 7111 7115 7119 7123 7127 7131
71287124712071127108710471007116

PROFILE
SCALE
NADA STREET - MITLA AVE TO STA 4+50.00
SCALE
1"=20'
14 13
7 10
11 10
7 11
13 14
11 14
13 7
3 33
P
P
P

S
WVWV
WV
WV
S
7131 7149 7153 7157 7161
71607156715271487144714071367132

PROFILE
SCALE
NADA STREET - STA 4+50.00 TO CUL-DE-SAC
SCALE
1"=20'
14 13
7 10
11 10
7 11
13 14
11 10
14 13
7 14
13 7
3 3
3 4
4 P
P
P

WV
SSWVWVWV7137714171457145
7144714071367146

PROFILE
SCALE

PERNELL AVENUE - NADA ST TO COLE ST
SCALE
1"=20'
7 13
14 14
13 7
7 13
14 3
3 WVWVWVWVWVS SWVWVWV7125713071267133 7134
71247125

PROFILE
SCALE

PERNELL AVENUE - COLE ST TO STEWART AND GRAY RD
SCALE
1"=20'
14 13
7 14
13 7
11 7
11 14
3 3
13 D
C
D C
1 15
15 1
1 1
1 15

SWVWVS7845
11948 11946
11945
11949
7839
11944
SWVWVS7845
11948 11946
11945
11949
7839
11944

PROFILE
SCALE
SCALE
1"=20'
11 7
13 14
10 1
11 13
14 10
7 SMALLWOOD AVENUE - COLE ST TO CUL-DE-SAC
1 1

SWVWVWVSS11994 11984 11980 11974 11970 11962 11960 11956 11997 11989
11987-11985
11969/11973 11963/11965/1196711983
11981-11979
SWVWVWVSS11994 11984 11980 11974 11970 11962 11960 11956 11997 11989
11987-11985
11969/11973 11963/11965/1196711983
11981-11979

PROFILE
SCALE
13 14
7 7
14 13
10 11
POMERING ROAD - LAURA ST TO STA 4+50.00
SCALE
1"=20'
10 7
11 13
14 3
4 3
4 SSWVSWVWV0+00.000+50.0011956 11950 11946/11944 11940/11942 11934/11936 11926/11928 11916 7500 11951 11947 11929 11919/11921/11923/11925 11917 11911
SSWVSWVWV0+00.000+50.0011956 11950 11946/11944 11940/11942 11934/11936 11926/11928 11916 7500 11951 11947 11929 11919/11921/11923/11925 11917 11911

PROFILE
SCALE
POMERING ROAD - STA 4+50.00 TO STA 9+50.00
14 13
11 7
10 4
4 10
10 7
14 13
7 14
13 11
11 SCALE
1"=20'
41 1
1 SSWVS7500
7442
SSWVS7500
7442

PROFILE
SCALE
POMERING ROAD - STA 9+50.00 TO STEWART AND GRAY RD
7 14
13 3
7 13
14 SCALE
1"=20'
D C
D
C
1 1
1 SWVWVWVWV1195011946/1194411940/1194211951743674307431743711947SWVWVWVWV1195011946/1194411940/1194211951743674307431743711947PROFILE SCALE
13 14
7 4
7 10
13 14
4 10

NADA STREET - POMERING RD TO CUL-DE-SACSCALE
1"=20'
SCALE
1"=20'
1 1
1 4

WV
S
WV
S
7803 7809 7815 7821 7827 7833 7839 7845
78447838783278267820781478087802

PROFILE
SCALE
SPRINGER STREET - RIVES AVE TO STA 5+00.00
SCALE
1"=20'
10 7
4 11
13 14
1010114
4 7
13 14 14
13 7
C
D
C D
1 1
1 WV
SS
7851 7857 7863 7903 7909 7915 7921 7927
79267920791479087902786278567850

PROFILE
SCALE
SPRINGER STREET - STA 5+00.00 TO STA 9+88.20
14 13
11 2
4 7
10 11 11
10 2
SCALE
1"=20'
7 13
14 14
13 7
4 PROFILE
SCALE
11 11
10 14
13 7
14 13
7 45
5 10
7 4
11 13
14 SCALE
1"=20'
SAMOLINE AVENUE - QUILL DR TO STA 4+50.00WVWVWVSS795779567962796812350 7957
12344 12338 12332 12326 12320 12314
7956 7957

PROFILE
SCALE
SCALE
1"=20'
SAMOLINE AVENUE - STA 4+50.00 TO STA 10+50.00
14 13
7 14
13 7
10 10
11 11
P
14 13
11 P
10 2
7 222WVWVSWVWVWV WVS12308 12302 12292 12286 12280 12274 12268 12262 12256 7956 7957 7956 7957

PROFILE
SCALE
117
13 14
7 13
14 4
4 10
14 13
11 4
7 10
SCALE
1"=20'
SAMOLINE AVENUE - STA 10+50.00 TO STA 15+50.00
P
P
P SWVWVSWVS12
2 5
0 1224
4 12238 7951
1221
8 12
2 1
2 12
2 1
1 122
1 7
1222512249
12 2
4 9

PROFILE
SCALE
7 13
14 7
13 14
11 10
14 13
11 4
10 SCALE
1"=20'
SAMOLINE AVENUE - STA 15+50.00 TO ALBIA ST
4 7
SWV12206 12200 12120 12110 12104
121011210912115122211220112207

E7125 12542/12534 12530 12518E712512542/12534 12530 12518 SMALLWOOD AVENUE - IMPERIAL HWY TO STA 4+50.00

PROFILE
SCALE
13 14
7 13
14 7
SCALE
1"=20'
3 7
13 14
3 P
C D
D
C
P
P

EX EP

EX TC

EX EP

EX TC

EX EP

EX TC

EX EP

EX TC

SSIGN
SIGN
SIGN
SIGN
SIGN POSTWVWV12518
12518790712504SSIGN
SIGN
SIGN
SIGN
SIGN POSTWVWV12518
12518790712504PROFILE
SCALE
SMALLWOOD AVENUE - STA 4+50.00 TO DEAD END
13 14
7 SCALE
1"=20'
14 13
11 7
10 10
11 EX EP

EX TC

EX EP

EX TC

S

SIGN SIGN SIGN SIGN SIGN
WV
WV
S
WV
1251812518 7910 7916 7920 7924 7928
7934 7938
79377935
7931
79277923791979177913790712504
S

SIGN SIGN SIGN SIGN SIGN
WV
WV
S
WV
1251812518 7910 7916 7920 7924 7928
7934 7938
79377935
7931
79277923791979177913790712504

PROFILE
SCALE
SCALE
1"=20'
14 13
11 7
10 7
13 14
11 10
10 14
13 7

LEEDS STREET - SMALLWOOD AVE TO CUL-DE-SAC
P
P

EX EP

EX TC

EX EP

EX TC

EX EP

EX TC

EX EP

EX TC

12536
7347
5951 59217380
5921 10804 10800
10744
12536
7347
5951 59217380
5921 10804 10800
10744

SSPROFILE
SCALE
11 11
3 4
RYERSON AVENUE - IMPERIAL HWY TO STA 5+00.00
14 13
7 14
13 7
14 13
P
4 11
SCALE
1"=20'
11 3
1 15
15 15
1 1

10744 10740 10736
12514/12512
10744 10740 10736
12514/12512

PROFILE
SCALE
14 13
7 14
13 7
RYERSON AVENUE - STA 5+00.00 TO STA 6+36.15
SCALE
1"=20'

PROFILE
SCALE
13 14
7 3
SCALE
1"=20'
QUILL DRIVE - OLD RIVER SCHOOL RD TO STA 5+50.00
7 14
13 10
10 11
10 7
14 13
11 3
D
A
D
A
3 SWV
WVS
WV
WV
743174277423741774117405

PROFILE
SCALE
SCALE
1"=20'
QUILL DRIVE - STA 5+50.00 TO STA 10+50.00
7 14
13 13
14 7
4 11
13 14
7 11 1144
4 3
3 3
S S
753175277523751975157509750374497445

PROFILE
SCALE
SCALE
1"=20'
QUILL DRIVE - STA 10+50.00 TO STA 15+50.00
13 14
7 7
14 13
11 10
10 7
11 13
14 WV
S
7627762376177613760776037547754375397535

PROFILE
SCALE
SCALE
1"=20'
QUILL DRIVE - STA 15+50.00 TO STA 20+50.00
7 15
14 13
14 7
11 11
10 14
13 11
7 10
3 3
4 1
3 4
2 1
3 2 4
3 SS
WV
WV
GV
774577377733772777237717771377077703

PROFILE
SCALE
SCALE
1"=20'
QUILL DRIVE - STA 20+50.00 TO STA 25+50.00
13 14
7 1713 18
11 10
10 3
14 13
11 8
10 3
AD
D
A
A
D
J
J J 8
8 8
8 ℄
8 8
13 17
18 7
18 13
17 8 13
WV
S
GV
WV
S
S
783378277821781578091242012421

PROFILE
SCALE
QUILL DRIVE - STA 25+50.00 TO STA 30+50.00
10 3
3 4
3 8
10 13
4 4
3 8
8 8
8 181713 181713
18 17
SCALE
1"=20'
℄
13 88
138
17 13
18 791579097903786378577851784578397833
7950 7950

PROFILE
SCALE
14 11 11
3 3 3 3
10 101010
5 4
4 13
11 3
5 10
QUILL DRIVE - STA 30+50.00 TO STA 35+50.00
4 3 3 3
17 18
13 17 18 13 17 18
8 8 8
8 13 17 18
8 8
℄
13 88
SCALE
1"=20'
S
WV
WV
WVWVWV
S S
79277921 7933 7939 7945 7951 7957
7930 7934 7948 7956 7962 12350

PROFILE
SCALE
11 5
11 13
5 B
QUILL DRIVE - STA 35+50.00 TO PARAMOUNT BLVD
B
13 17 18
8 17
18 8
℄
13 8
SCALE
1"=20'
138
17 13
18 S
7968 124051235012350

1140311404764476437623762976337639760376097619
11408SS
7644764876547660770277067712771877227643 7649 7655 7659 7703 7709 7713 7719 7723 S
772677327736774277467729 7733 7737 7743 7749 7753
S
7752SCALE
1"=20'
℄
11 8
11 11
13 13
13 PIVOT STREET - JULIUS AVE TO RIVES AVE
8 13
13 6
3 3
3 344
4 2
2 D C
8 11
6 4
3 2
13 C
D
88 8
8 8
8 8
8 13
8 8
3 EX EP

EX TC

EX EP

EX TC

EX EP

EX TC

EX EP

EX TC

EX EP

EX TC

EX EP

EX TC

11428114167643 7649 7655 7659 7703 7709 7713 7717
76447648765476607702770677127718S
7723 7729 7733 7737 7743 7749
7722772677327736774277467752S S
7753
SCALE
1"=20'
℄
11 11
11 13
13 PHLOX STREET - HORTON AVE TO RIVES AVE
13 3
3 CD
4 2
9 11
4 3
13 C
D
2 13
9 9 9
99 4
3 1
1 4
4 EX EP

EX TC

EX EP

EX TC

EX EP

EX TC

EX EP

EX TC

76311155311559 11547 1153711543 11533 1152311529
11548115441153811534115281152411518SS11517 1150711513 11503 1144311447 11439 11433 115181151476361144211436S1142711433 11423 11417 1140711413 11403 1143611428114161141011404SSSCALE
1"=20'
℄
11 11
11 11
13 13

HORTON AVENUE - ADWEN ST TO PIVOT ST
13 13
13 6
6 4
4 6
8 11
6 4
13 13
9 9
9 9 9
99 1
1 EX EP

EX TC

EX EP

EX TC

EX EP

EX TC

EX EP

EX TC

EX EP

EX TC

EX EP

EX TC

772877327716772277087712765277027731771177197705
S
774677527738774277327753774777437737
S
S
SCALE
1"=20'
℄
11 11
8 13
13 8

ADWEN STREET - RICHEON AVE TO RIVES AVE
6 C
D
11 8
6 1
13 C
D
1 1
13 9
13 8
8 9
99 1
3 3 4
3 4
3 4
5 5

EX EP

EX TC

EX EP

EX TC

EX EP

EX TC

EX EP

EX TC

773177191154811542115361153211547 11547 1153911543
S1153211526115221151811512115081150211539 11533 1151711523 11513 7720 SSCALE
1"=20'
℄
11 11
13 13

HORLEY AVENUE - ADWEN ST TO ARNETT ST
6 13
6 11
9 13
9 9 9
9 EX EP

EX TC

EX EP

EX TC

EX EP

EX TC

EX EP

EX TC
5 5

11814118281183411840780311819118271183111835118411184911855 SSSSGVWVWVWVWVWVWV11726117341174277431174511751117577741 SSSSWVWVWVWV WVWV7804116381164411648780178001154511701115451171711723

SWVWVWVWVWVWV

WVWVWVWVSWV WVWVWVSSSCALE
1"=20'
℄
13 13
8 8
8 8
11 11
11 8
11 11
11 11
1011
11 10
10 10
7 10
11 10
RIVES AVENUE - STEWART AND GRAY RD TO 30' E/O
10 8
8 13
8 8
8 8
13 13
8 8
3 3
3 3 3
4 A
E
D
C
E
A
13 3
4 10
11 8
13 BROOKMILL RD
13 8 8
1 2
15 15
1 1
1 1
1 1
1 1
2 2
11 3
4 EX EP

EX TC

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7752775311545 11541 11535
115321154278021161611624SSSWVWVWVWV11535 11529 11523 11513 7752 7753 114541151411460780311462114641152011530SSSWVWV WVWVWVWVWVWV7753 7752 11406114127801780011440114461145011416SSSSWVWVWVWVWVWVWVWVWVWVWVWV7752 SCALE
1"=20'
13 13
13 11
11 10
10 10
11 10
11 11
RIVES AVENUE - 30' E/O BROOKMILL RD TO BURNS AVE
8 8
11 13
8 8
8 8
13 6
3 3
3 2
4 4
4 12
8 8
E
BE
G G
F
D
C
E
B
A
13 1
2 3
4 6
10 11
8 1
1 1
1 G
F
9 9
9 4
4 3 3
4 1
1 1

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4 7809 7815 7821
7810781678227827
78337834782878047803
S
780411
13 ℄
SCALE
1"=20'

RIVES AVENUE - RAILROAD R/W TO FIRESTONE BLVD
6 6 6
D
C
11 9
13 6
C
D

LUXOR STREET - RIVES AVE TO CUL-DE-SAC
13 9
9 9
1 1

EX EP

EX TC

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1 7854
11401 11400 11401
S S S
11401 11400 7962 7972
S11406 78207810 7826
7838
7846
S
SCALE
1"=20'
111111

BURNS AVENUE - RIVES AVE TO PARAMOUNT BLVD
13 13
11 1313
13 11
13 3
3 3
6 6DCI
CD
I
D
C
13 6
11 9
℄
13 1
9 9
9 9
9 9
9 9
1 EX EP

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3 1200112011120101200012020120311202112030S753011519115231152911535 115131150711503111313℄℄SCALE1"=20'SCALE1"=20'POMERING ROAD - LAURA ST TO CUL-DE-SACNORLAIN AVENUE - NEO ST TO ARNETT ST613611913139999999EX EPEX TCEX EPEX TCEX EPEX TCEX EPEX TC

116387813 7821 7829 7835 7843
7812781878227828783278367842S
7847 7857 7865
7927
7903
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7915
784878527858786279307924791879127906S
S
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SCALE
1"=20'
BROOKMILL ROAD - RIVES AVE TO 70' E/O PRUESS AVE
13 13
11 8
8 8
8 13
8 8
13 8
8 3
3 C D
D
C
13 4
8 11
11 11
13 8 8
P
P

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1 3
4 1 1

7931 7937 7943 79597953 7965 11631
797279667964795879527946794079347930S S
WV
WV
11519
11527
11531
1153711603116111161511621
11522115281153211600116081161411620S7943
11447
1144311444114551146311469115011150511515
11454114601146811500115061151211448SSSWVWVWVWVS℄
BROOKMILL ROAD - 70' E/O PRUESS AVE TO PARAMOUNT BLVD

SAMOLINE ROAD - BROOKMILL ROAD TO CUL-DE-SAC
13 13
13 10
10 11
11 11
11 11
P
8 8
13 4
6 6
6 6
6 3
B
8 11
10 6
4 3
13 B
P
11 SCALE
1"=20'
SCALE
1"=20'
SCALE
1"=20'
13 13
9 9
9 9
9 9 9

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2 1
1 1
4 4 42

7430117207429742774231
1 7
0 1
11707
117111171511721
S7508750274527446744074367512744174377433 750374537447 751775137509 7523 S S
11723 11717 11711 11707
117181172411712117061170211650752311648WVWV℄
SCALE
1"=20'

NORLAIN AVENUE - LUXOR ST TO BENARES ST
13 13
13 11
1111
8 9
SCALE
1"=20'
SCALE
1"=20'
10 13
4 4
6 8
11 10
6 4
13 JULIUS AVENUE - LUXOR ST TO BENARES ST
13 13
8 9 9
9 9
99 EX EP

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3 1
1 3
1 1
1 BENARES STREET - NORLAIN AVE TO JULIUS AVE

1180375127506750274507444117237447 7451 7503 7509 7513 11724S S S 118037440743474307424742074147408740211726 7411 11727 7435 7441 S S
℄
SCALE
1"=20'

LUXOR STREET - OLD RIVER SCHOOL RD TO JULIUS AVE
11 11
11 11
13 13
8 8
8 8
8 8
13 3
4 8
8 13
13 3
4 11
8 4
13 8 8
9 9

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2 1
4 1 1
1 1
1 1
4 24
3 1182911833118131181911823118031180911828 118321181211818118227534 S11853118591186511843118491183911852 11858 11864118421184811838 SS℄
SCALE
1"=20'JULIUS AVE - 33' S/O LUXOR ST TO STEWART AND GRAY RD 13 13
11 D C
9 11
13 C
D
11 13
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1 4
4 1
1 1190011902119041190611908119101191211914119161191811920119221192411926119281193011942119401193811936119861190711905 11903 11901 11911
119271192511927
SSSSWVWVWVWV1190011902119041190611908119101191211914119161191811920119221192411926119281193011942119401193811936119861190711905 11903 11901 11911
119271192511927

SSSSWVWVWVWVSCALE
1"=20'

HERITAGE CIRCLE - STEWART AND GRAY TO WEST HERITAGE
8 8
13 11
11 4
3 8
11 4
3 13
C
D
D C

1.375137514
3 CIRCLE
10 7
7 1

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3 3
4 11
11 3
3 1
1 11944119461194811950119781197811980119821198411960
11962
11929 11935 11941
11945
1197411964119531196311923119251196611968SSSS11944119461194811950119781197811980119821198411960 11962
11929 11935 11941
11945
1197411964119531196311923119251196611968SSSSHERITAGE CIRCLE - WEST HERITAGE CIRCLE TO EAST ℄
11 8
8 11
13 13
8 8
4 4
3 SCALE
1"=20'
12 12
3 4
11 8
13 12
13 11
3 3

HERITAGE CIRCLE
13 8 8
11 EX EP

EX TC

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7435742974257419741574097403
74087402741474187424742874347438WV
WV
74447450745474587466122077443 7451 7455 7459
12171
12207WV
WV
S
℄
SCALE
1"=20'

RUNDELL STREET - OLD RIVER SCHOOL RD TO JULIUS AVE
10 10
13 13
8 8
8 8
6 6
6 5
8 11
10 6
5 13
C
D
DC
13 8
8 13
8 8
8 8
13 EX EP

EX TC

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1 1 1

75267520751475087502760876027607760375297525751975157509 12166
WV
WV
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WV
761276187624770877027715771877247613 7617 7623 7627 7703 7707 7713 7717 7723 WV
WV
7731
7739
12200122037751
12139
WV
WV
SCALE
1"=20'

RUNDELL STREET - JULIUS AVE TO RIVES AVE
℄
13 13
10 10
10 13
13 13
4 6 6
10 D
C
13 4
6 10
9 CD
9 9
9 9
9 99
13 EX EP

EX TC

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1 1 1
1 1

123071231312317123231232712337123431234712333
1234212336123321232612322123161231212306S1234612219122251222912235122391224512303 123021224412238122341222812224122181220712207
12214122087502121667502WVWVSS℄
SCALE
1"=20'

JULIUS AVENUE - HONDO ST TO RUNDELL ST
6 6 6
6 11
1111
13 13
1313
13 13
6 11
9 13
9 9
9 9
9 3
2 EX EP

EX TC

EX EP

EX TC

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3 2
9 9

121211212512129121337435
744374437442WVWVWVWVS74427441744412109121151211712121
12 0
3 7
12043
12103
12110SS74447443
7455 7
4 5
9 746074567444S
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SCALE
1"=20'

POMERING ROAD - RUNDELL ST TO CUL-DE-SAC
10 11
11 13
℄
11 11
13 13 SCALE
1"=20'
8 8
8 8
13 35
3 3
6 3
5 6
8 10
13 8 8
13 13
11 13
9 9
9 9
99 1

EX EP

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1 1
1 1

YANKEE STREET - POMERING RD TO CUL-DE-SAC

7443
7455 7
4 5
9 746074567442S
7442℄
SCALE
1"=20'

COREY STREET - POMERING RD TO CUL-DE-SAC
11 13
6 3
13 3
6 11
9 9 9
13 9
1 EX EP

EX TC

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1 1

12343 12337 12331 12327 12321 12315 12309 12303
12302123081231412320123241233012336743112241 12235 12231 12225 12221 1
2 2
1 5
12211122071220312228122401223412224SS℄
SCALE
1"=20'

NORLAIN AVENUE - HONDO ST TO POMERING RD
13 13
13 13
4 4
4 66
6 6
11 6
4 13
13 9 9
9 9
9 9
9 EX EP

EX TC

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EX TC

1230212308123141232012324123301233412340123377445 12331 12325 12321 1230912315 12303 SS12202122081221012214122201222412230122341224012241 12235 12231 12225

SWVWVSCALE
1"=20'
℄

POMERING ROAD - NORLAIN AVE TO HONDO ST
13 13
SCALE
1"=20'
13 13
10 11
9 13
9 9
9 9 9
4 2

EX EP

EX TC

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12502-12514
7102710371017100WV WV℄
SCALE
1"=20'

RYERSON AVENUE - DEAD END TO EMILY LN

MITLA AVENUE - NADA ST TO COLE ST
10 13
9 SCALE
1"=20'
8 8
3 13
3 10
8 ℄
9 13
9 13
9 13
8 8

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ATTACHMENT C
Bid Summary

Capital Improvement Project No. 22-20 and 22-21
Residential Streets Pavement Rehabilitation - Areas 5 and 7 May 14, 2024
Item
No.

Description Qty. Unit
Onyx Paving Company, Inc. Sequel Contractors, Inc. R.J. Noble Company Unit Price Amount Unit Price Amount Unit Price Amount
BASE BID “A” - CAPITAL IMPROVEMENT PROJECT NO. 22-20 - RESIDENTIAL STREETS PAVEMENT REHABILITATION PROJECT, AREA 5 A1
Traffic Control, Public Convenience, NPDES Compliance, & Safety (Not to Exceed 5% of the Total Bid) 1 LS $ 123,000.00 $ 123,000.00 $ 93,000.00 $ 93,000.00 $ 170,000.00 $ 170,000.00 A2 Construction Surveying and Monument Preservation 1 LS $ 123,000.00 $ 123,000.00 $ 105,000.00 $ 105,000.00 $ 110,000.00 $ 110,000.00 A3 Cold Mill Existing Asphalt Pavement, 2" Depth 4,111 SY $ 3.33 $ 13,689.63 $ 6.50 $ 26,721.50 $ 9.50 $ 39,054.50 A4 Cold Mill Existing Asphalt Pavement, 4" Depth 9,333 SY $ 6.96 $ 64,957.68 $ 12.00 $ 111,996.00 $ 9.50 $ 88,663.50 A5 Localized Spot Location Micro Milling (Avg Loc. 10'X20') 50,000 SF $ 0.88 $ 44,000.00 $ 1.50 $ 75,000.00 $ 3.25 $ 162,500.00 A6 4" Over Excavation including Haul Away and Disposal 1,060 CY $ 111.00 $ 117,660.00 $ 100.00 $ 106,000.00 $ 175.00 $ 185,500.00 A7 Construct 3/8" Thick ARAM (Asphalt Rubber Aggregate Membrane) 1,283,000 SF $ 0.55 $ 705,650.00 $ 0.53 $ 679,990.00 $ 0.55 $ 705,650.00 A8
Application of Quick Set Emulsion Aggregate Slurry Type II (Cationic) with 2 Percent Latex Additive including crack sealing, mobilization and demobilization
1,110
ELT
$ 369.00
$ 409,590.00
$ 335.00
$ 371,850.00
$ 335.00
$ 371,850.00
A9 Construct 2" C2 PG 64-10 Surface Course, per Typical Section 470 TON $ 127.00 $ 59,690.00 $ 160.00 $ 75,200.00 $ 160.00 $ 75,200.00 A10 Construct 4" C2 PG 64-10 Overlay 2,120 TON $ 123.00 $ 260,760.00 $ 135.00 $ 286,200.00 $ 160.00 $ 339,200.00 A11
Sawcut & Remove Existing & Construct New PCC Sidewalk per SPPWC Std. Plan No. 112-2 2,950 SF $ 14.00 $ 41,300.00 $ 16.00 $ 47,200.00 $ 12.00 $ 35,400.00 A12 Remove Existing and Construct Longitudinal Gutter 5,850 SF $ 33.00 $ 193,050.00 $ 32.00 $ 187,200.00 $ 29.00 $ 169,650.00 A13
Sawcut & Remove Existing & Construct New PCC Curb Ramp per SPPWC Std. Plan No. 111-5 with Retaining Curb (As Needed) 29,150 SF $ 17.00 $ 495,550.00 $ 18.00 $ 524,700.00 $ 26.00 $ 757,900.00 A14 Adjust Utility Valve Frame and Cover to Grade 50 EA $ 111.00 $ 5,550.00 $ 450.00 $ 22,500.00 $ 950.00 $ 47,500.00 A15 Adjust Manhole Frame and Cover to Grade 165 EA $ 1,111.00 $ 183,315.00 $ 700.00 $ 115,500.00 $ 950.00 $ 156,750.00 A16 Signing and Striping 1 LS $ 69,237.69 $ 69,237.69 $ 76,000.00 $ 76,000.00 $ 80,000.00 $ 80,000.00 A17
Parkway Clearing, Grubbing, Grading and Restoration, Including Tree Trimming 1 LS $ 272,000.00 $ 272,000.00 $ 65,000.00 $ 65,000.00 $ 150,000.00 $ 150,000.00 Subtotal BASE BID “A” - (Items A1 to A17) $ 3,182,000.00 $ 2,969,057.50 $ 3,644,818.00 BASE BID “B” - CAPITAL IMPROVEMENT PROJECT NO. 22-21 - RESIDENTIAL STREETS PAVEMENT REHABILITATION PROJECT, AREA 7

B1
Traffic Control, Public Convenience, NPDES Compliance, & Safety (Not to Exceed 5% of the Total Bid)
1 LS
$ 133,000.00 $ 133,000.00
$ 145,000.00

$ 145,000.00

$ 200,000.00

$ 200,000.00
B2 Construction Surveying and Monument Preservation 1 LS $ 142,000.00 $ 142,000.00 $ 130,000.00 $ 130,000.00 $ 135,000.00 $ 135,000.00 B3 Cold Mill Existing Asphalt Pavement, 1.5" Depth 396,916 SF $ 0.27 $ 107,167.32 $ 0.60 $ 238,149.60 $ 0.36 $ 142,889.76 B4 Cold Mill Existing Asphalt Pavement, 2" Depth 30,750 SF $ 0.37 $ 11,377.50 $ 1.75 $ 53,812.50 $ 3.85 $ 118,387.50 B5 Cold Mill Asphalt Pavement, Thickness Per Plan 404,555 SF $ 0.88 $ 356,008.40 $ 2.00 $ 809,110.00 $ 0.85 $ 343,871.75 B6 Taper Depth Cold Mill Existing Asphalt Pavement (1.5"-0") 137,320 SF $ 0.22 $ 30,210.40 $ 0.35 $ 48,062.00 $ 0.36 $ 49,435.20 B7
Construct Variable Thickness Asphalt Concrete Levelling Course Pavement (B PG 64-10) 384 TON $ 127.00 $ 48,768.00 $ 145.00 $ 55,680.00 $ 175.00 $ 67,200.00 B8 Construct 2.5" A.C. Base Course, per Typical Section 6,321 TON $ 123.00 $ 777,483.00 $ 140.00 $ 884,940.00 $ 130.00 $ 821,730.00 B9 Construct 1.5" ARHM Surface Course, per Typical Section 10,877 TON $ 133.00 $ 1,446,641.00 $ 155.00 $ 1,685,935.00 $ 150.00 $ 1,631,550.00

B10
Sawcut & Remove Existing & Construct New PCC Curb & Gutter per SPPWC Std. Plan No. 120-2 Type A2-8 (Modified to Variable Curb Face & W=1')

2,849

LF

$ 88.00

$ 250,712.00

$ 120.00

$ 341,880.00

$ 110.00

$ 313,390.00
B11
Sawcut & Remove Existing & Construct New PCC Sidewalk per SPPWC Std. Plan No. 112-2 5,886 SF $ 14.00 $ 82,404.00 $ 16.00 $ 94,176.00 $ 12.00 $ 70,632.00 B12
Sawcut & Remove Existing & Construct New 4" PCC Driveway Approach Per SPPWC Std. Plan No 110-2. Type (X) & Width (W) Per Plan
1,700
SF
$ 18.00
$ 30,600.00
$ 20.00
$ 34,000.00
$ 11.00
$ 18,700.00
B13
Sawcut & Remove Existing & Construct New PCC Cross Gutter and/or Spandrel per SPPWC Std. Plan No. 122-3 1,705 SF $ 33.00 $ 56,265.00 $ 32.00 $ 54,560.00 $ 29.00 $ 49,445.00 B14
Sawcut & Remove Existing & Construct New PCC Curb Ramp per SPPWC Std. Plan No. 111-5 with Retaining Curb (As Needed) 6,300 SF $ 17.00 $ 107,100.00 $ 17.00 $ 107,100.00 $ 28.00 $ 176,400.00 B15
Sawcut & Remove Existing & Construct New PCC Alley Intersection Per SPPWC Std. Plan No. 130-2 1,250 SF $ 33.00 $ 41,250.00 $ 25.00 $ 31,250.00 $ 26.00 $ 32,500.00 B16 Furnish & Install Cast-in Place Truncated Dome 63 EA $ 777.00 $ 48,951.00 $ 350.00 $ 22,050.00 $ 900.00 $ 56,700.00 B17 Adjust Utility Valve Frame and Cover to Grade 83 EA $ 111.00 $ 9,213.00 $ 450.00 $ 37,350.00 $ 950.00 $ 78,850.00 B18 Adjust Manhole Frame and Cover to Grade 115 EA $ 1,111.00 $ 127,765.00 $ 700.00 $ 80,500.00 $ 950.00 $ 109,250.00 B19 Signing ang Striping 1 LS $ 76,084.38 $ 76,084.38 $ 40,000.00 $ 40,000.00 $ 42,000.00 $ 42,000.00 B20
Parkway Clearing, Grubbing, Grading and Restoration, Including Tree Trimming 1 LS $ 272,000.00 $ 272,000.00 $ 135,000.00 $ 135,000.00 $ 82,000.00 $ 82,000.00 Subtotal BASE BID “B” - (Items B1 to B20) $ 4,155,000.00 $ 5,028,555.10 $ 4,539,931.21 TOTAL BASE BID “A” and “B” ITEMS (Items A1 to A17 and B1 to B20) $ 7,337,000.00 $ 7,997,612.60 $ 8,184,749.21

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