Carlsbad City Council
September 10, 2024

3. Above planes which are the following distances below and parallel to the bottom of the pipe:

Pipe Size (Inches) Pipe Clearance (feet)
12 or smaller 0.50
14 to 27 0.75
30 to 60 1.00
66 or larger 1.25

4. Above authorized structure subgrades.

5. Between vertical planes separated by a horizontal distance equal to the minimum trench width permitted for the size and type of pipe being installed.

6. To vertical surfaces 12 inches [300 mm] outside the outer faces of masonry manholes, 2 feet [600 mm] outside the outer faces of structures poured against forms, and to the pay limits for concrete on concrete items poured directly against the excavation faces.

7. All rock excavation pay quantities shall be based on the volume of the excavated material in its original and undisturbed condition.
(Option Paragraph) Resodding. No separate payment shall be made in connection with resodding as specified or required. All costs in connection with resodding shall be included in the cost of trenching.

1.11 PIPELINES

1.01 PIPELINES.

A. (Optional Paragraph) Ductile iron pipelines which are to be paid for on a unit price basis shall be measured for payment on a horizontal plane after installation of the pipe. Where lines are laid to conform to stationed profiles, payment shall be made on linear quantities based on the pipeline stationing as determined by surveys made after installation.

B. The measurement of the length of each line or run of pipe of each size will begin and end at:
a. The end of the pipe where connected to an existing pipe, fitting, or valve; or at the end of a dead-end run.
b. The center line intersection of run and branch on tees, crosses, or laterals where a connecting branch line is constructed under this Contract. Where a branch fitting is installed under this Contract, and the branch or connecting line is to be constructed by others at some future date or under another contract, the pay measurement will include the en tire laying length of the branch or branches of such fitting.
c. The measurement of each line of pipe of each size which is to be paid for on a unit price basis will be continuous through, and shall include the full laying lengths of, all fittings and valves installed between the ends of each line; except that the laying lengths of reducers and increasers will be divided equally between the

01 11 20 MEASUREMENT AND PAYMENT Date Printed: September 3, 2024 Document Version: 1.0 Current Update: May 2023

connected pipe sizes. Connected piping for fire hydrants will be measured for payment from the center of the main to the center of the auxiliary gate valve.

C. (Optional Paragraph) Connections to Existing Water Mains. Connections to existing water mains will be paid for at the lump sum prices Bid. Each lump sum price named for a connection shall include all costs incurred for making the connection over and above the price of the connecting piping in place and concrete blocking which will be paid for separately. Each lump sum price shall include furnishing and installing the tapping sleeve and valve; all excavation and backfilling Work; tapping of existing main; and all other costs not included under other Bid items.

D. (Optional Paragraph) Sectionalizing Valves. Sectionalizing valves in water mains will be paid for at the unit price Bid for each size. The unit price shall include all costs incurred in completing the sectionalizing valve installation over and above the amount paid for piping in place. The unit price shall include furnishing and installing the sectionalizing valve, valve box, and appurtenances; excavation and backfill not included under piping; and all other costs not included under other Bid items. No sepa rate payment will be made for fire hydrant auxiliary gate valves or tapping valves.

E. (Optional Paragraph) Fire Hydrants. Fire hydrants will be paid for at the unit price Bid. The unit price named for each fire hydrant installation shall include all costs incurred in furnishing and installing the fire hydrant; auxiliary gate valve, accessories, and appurtenances; concrete blocking behind and under the fire hydrant; drainage facilities; and all other costs not included under other Bid items.

1.12 SEWERS
a. Sewers will be measured for payment on a horizontal plane after installation, through all line manholes, to the centers of new manholes, and through the walls of structures and existing manholes at the points of connection.
b. (Optional Paragraph) Sewer pipe in tunneled or jacked railroad, highway, or street crossings will not be measured separately and shall be included in the unit prices for the crossings.
c. The unit price Bid for pipe of each designated kind and size shall cover all installation and shall include all trenching and backfill, pipe, fittings, jointing materials, pipe laying, pipe embedment including furnishing embedment materials, and all bell hole excavation. d. (Optional Paragraph) Tee-Branches and Other Fittings. The unit price Bid for tee-branches and other fittings shall be the additional cost of such tee-branch or other fitting over and above that of an equivalent length of sewer pipe. The unit price for tee -branches shall include furnishing and installing a suitable plug or connecting a sewer, providing a location marker, and all other costs.
e. (Optional Paragraph) Standard Manholes. Payment for standard manholes shall be as follows:

01 11 20 MEASUREMENT AND PAYMENT Date Printed: September 3, 2024 Document Version: 1.0 Current Update: May 2023

1. A unit price to cover the construction of 1 standard manhole 6 feet [1.8 m] deep measured from the elevation of the invert of the sewer at the center of the manhole to the top of the manhole cover. This price shall include the manhole foundation manhole invert construction walls top section and manhole frame and cover and necessary ladder steps for a manhole 6 feet deep.

2. A unit price which shall cover the entire cost of each additional foot of vertical manhole depth in excess of 6 feet including the prorated cost of ladder steps.

f. (Optional Paragraph) Standard Drop Manholes. Payment for standard drop manholes shall be as specified for standard manholes, except that the unit prices shall also cover the cost of construction of drop assembly, complete with drop pipe, fittings, concrete encasement, and all other appurtenant Work.
g. (Optional Paragraph) Special Manholes and Structures. Special manholes and structures shall be paid for at the lump sum prices Bid. The lump sum prices shall include all excavation and backfilling not paid for as trenching for sewer pipe, concrete, reinfor cing steel, grating, and all other Work required to complete the manholes and structures as indicated on the Drawings and specified.
h. (Optional Paragraph) Connections to Existing Manholes. Connections to existing manholes shall be paid for separately at the lump sum prices Bid. Such payment shall be full compensation for necessary cutting, shaping, plugging, reshaping of existing invert, diversion of flow, completing the connection as required, and excavation Work not otherwise paid for as trenching.

1.13 PIPELINES – Not Used
a. Pipelines which are to be paid for on a unit price basis shall be measured for payment, after installation, on the basis of the pipeline stationing as determined by the pipeline installation surveys, with all stations carefully measured. b. (Optional Paragraph) The measurement of the length of each line or run of pipe of each size shall begin and end at:

1. The end of the pipe, where not connected to any other pipe, fitting, or special under this Contract.

2. The point of connection to any pipe or fitting installed under another Contract for this Project.

3. The point of connection with the item limit of any lump sum Bid item which includes the pipe.

4. The center line intersection of runs and branches of tees, crosses, and Y-branches not included in lump sum items, where branch or connecting lines are constructed under this Contract.

5. The measurement of each line or run of pipe of each size which is to be paid for on a unit price basis shall be made continuous through all valves, fittings, and specials installed between the ends of each such line; except that the laying

01 11 20 MEASUREMENT AND PAYMENT Date Printed: September 3, 2024 Document Version: 1.0 Current Update: May 2023

lengths of reducers and increasers shall be divided equally between the connected pipe sizes.
c. (Optional Paragraph) Concrete Filled Tunnels. The unit price or prices Bid for concrete backfilled tunnels shall cover the construction of the pipeline complete within the longitudinal limits of each such tunnel over and above the amount Bid for the same s ize of pipe laid in open trench. Each unit price for concrete filled tunnel construction shall include all excavation Work in connection with the tunnel and tunnel shaft construction (outside of specified excavation limits for any manholes constructed in such shafts); wasting all excess excavated materials as directed by Engineer or Owner; timbering, bracing, and sheeting left in place in the tunnel as specified; and all concrete backfill and pipe embedment within the tunnel and across tunnel shafts. d. (Optional Paragraph) Crossings. Where tunneling is required in connection with railroad, highway, or primary road crossings, each crossing shall be measured for payment horizontally along the longitudinal center line of the enclosing conduit or pipe instal led therein, from end to end of the enclosing conduit, or from end to end of the tunnel excavation where an enclosing conduit is not required. Each designated type of crossing shall include the following:

1. Crossings in Earth Backfill Tunnel. The unit price Bid for each crossing in earth backfill tunnel shall include all costs in connection with excavation and backfilling, the excess cost of installing pipe in tunnel above the amount Bid for the pipe laid in open trench, all skids, jointing materials, stabilized sand backfill, and all other Work for and in connection with the crossing, not paid for separately. Separate payment shall not be made for tunnel liner or supports which may be needed for Contractor's convenience; all such items shall be considered a subsidiary obligation of Contractor.

2. Crossings in Conduit. The unit price Bid for each crossing in pipe conduit or tunnel liner shall include all costs in connection with excavation and backfilling, pipe conduit or tunnel liner, the excess cost of installing pipe in pipe conduit or tunnel liner above the amount bid for the pipe laid in open trench, all skids, jointing materials, jacking pipe, jacking pits, sand backfill, end closures, and all other Work for and in connection with the crossing, not paid for separately. e. (Optional Paragraph) Pavement Removal and Replacement. Pavement removal and replacement shall be measured for payment horizontally along the center line of the pipe, through manholes, and to the edge of the existing pavement; or, where the edge of the existing pavement is not clearly defined, to the edge of the pavement replacement. The width of pavement replacement will not be measured or taken into account in payment.

1. The unit prices Bid for pavement removal and replacement shall include all costs in connection with the removal and replacement, including cutting, removal, and disposal of old pavement; construction of new pavement; and all extra compaction effort required for backfill beneath pavement. f. (Optional Paragraph) Sidewalk Removal and Replacement. The unit prices per square yard [square meter] Bid for sidewalk removal and replacement shall include all costs

01 11 20 MEASUREMENT AND PAYMENT Date Printed: September 3, 2024 Document Version: 1.0 Current Update: May 2023

involved in cutting and removing sidewalks, and all labor and materials required to replace the sidewalks.

1. Measurement for payment for sidewalk removal and replacement shall be on a square yard [square meter] basis and shall include only the area actually removed and replaced, between joints, over the pipeline trench.

2. All costs involved in repairing or removal and replacement of existing sidewalks outside the specified pay limits, where damaged during the construction operations, shall be considered a subsidiary obligation of Contractor and shall be borne by Contractor.

1.14 MISCELLANEOUS CONCRETE
a. Concrete for encasement or blocking of pipe and fittings not included as parts of manholes and other structures will be measured for payment as the actual volume of concrete placed within the limits as indicated or specified. b. Concrete for arch encasement of pipe shall be computed using the dimensions shown in the Engineering Standards
c. Concrete for total encasement shall be computed using the maximum allowable trench width (or pipe OD plus 24 inches [where no maximum is specified] ), the minimum clear depth below the pipe, and the minimum cover over the pipe, less the volume occupied by the pipe itself.
d. Concrete for reaction blocking, except blocking behind and under fire hydrants, shall be computed using the dimensions indicated on the drawings for such blocking, unless otherwise authorized by Engineer. Direct payment shall not be made for blocking behind and under fire hydrants.
e. Unless otherwise authorized by Engineer, all additional concrete for encasement or blocking required outside the specified pay limits will be considered a subsidiary obligation of Contractor and no direct payment shall be made therefor. f. All concrete which is required in connection with manholes or structures, pavement or sidewalk replacement, and other pay items shall be included in the lump sum Contract Bid price.

PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION (NOT USED)

END OF SECTION

01 31 00 PROJECT MANAGEMENT AND COORDINATION Date Printed: September 3, 2024 Document Version: 1.0 Current Update: May 2023

01 31 00 PROJECT MANAGEMENT AND COORDINATION
PART 1 CONSTRUCTION MANAGEMENT SOFTWARE

1.01 PROCORE PROJECT MANAGEMENT AND COLLABORATION SYSTEM a. This project will utilize the Owner’s Procore (www.procore.com) online project management and document control platform. The intent of utilizing Procore is to reduce cost and schedule risk, improve quality and safety, and maintain a healthy team dynamic by improving information flow, reducing non- productive activities, reducing rework and decreasing turnaround times. The Contractor is required to create a free web- based Procore user account(s) and utilize web-based training / tutorials (as needed) to become familiar with the system. Unless the Engineer approves otherwise, the Contractor shall process all project documents through Procore because this platform will be used to submit, track, distribute and collaborate on project. If unfamiliar or not otherwise trained with Procore, Contractor and applicable team members shall complete a free training certification cours e located at http://learn.procore.com/procore -c ertification- subcontractor. The Contractor is responsible for attaining their own Procore support, as needed, either through the online training or reaching out to the Procore support team.

It will be the responsibility of the Contractor to regularly check Procore and review updated documents as they are added. There will be no cost to the Contractor for use of Procore.

It is recommended that the Contractor provide mobile access for Windows, iOS located at https://apps.apple.com/us/app/procore-construction-management/id374930542 or
Android devices located at
https://play.google.com/store/apps/details?id=com.procore.activities with the Procore App installed to at least one on -site individual to provide real- time access to current posted drawings, specifications, RFIs, submittals, schedules, change orders, project documents, as well as any deficient observations or punch list items. Providing mobile access will improve communication, efficiency, and productivity for all parties. The use of Procore for project management does not relieve the contractor of any other requirements as may be specified in the contract documents.

END OF SECTION

01 32 00 SUBMITTALS Date Printed: September 3, 2024
Document Version: 1.0 Current Update: May 2023

01 32 00 SUBMITTALS
PART 1 GENERAL

1.01 GENERAL
a. Each submittal shall be consecutively numbered. Resubmittals shall be labeled with the original submittal number followed by an ascending alphabetical designation (e.g., ‘4 -A’ would indicate the first resubmittal of the fourth submittal). Each submittal shall be accompanied by a letter of transmittal on the Contractor’s letterhead which shall contain the following:

1. Agency Project title and Contract number.

2. Specification section number(s) pertaining to material submitted for review.

3. Submittal number.

4. Description of the contents of the submittal.

5. Identification of any deviation from the Contract Documents on the transmittal and by redline on the shop or working Drawings.

6. Contractor’s certification statement.

7. Printed name and signature of submitter, title and date. b. The Contractor shall place the following certification statements on all submittals and shall subscribe to one of the following:
"I certify that the materials, equipment or construction procedure(s) contained in this submittal meet all requirements shown or specified in the Contract Documents with no exceptions.”
Or
"I certify that the materials, equipment or construction procedure(s) contained in this submittal meet all requirements shown or specified in the Contract Documents, except for the following deviation(s):”
c. Shop Drawings and engineering data (submittals) covering all equipment and all fabricated components and building materials which will become a permanent part of the Goods and Special Services under this Contract shall be submitted to Engineer for review, as required. Submittals shall verify compliance with the Contract Documents, and shall include Drawings and descriptive information in sufficient detail to show the kind, size, arrangement, and the operation of component materials and devices; the external connections, anchorages, and supports required; the performance characteristics; and dimensions needed for installation and correlation with other materials and equipment. d. Each submittal shall cover items from only one section of the specification unless the item consists of components from several sources. Contractor shall submit a complete initial submittal including all components. When an item consists of components from several sources, Contractor's initial submittal shall be complete including all components. e. All submittals, regardless of origin, shall be approved by Contractor and clearly identified with the name and number of this Contract, Contractor's name, and references to

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Document Version: 1.0 Current Update: May 2023

applicable specification paragraphs and Contract Drawings. Each copy of all submittals, regardless of origin, shall be stamped or affixed with an approval statement of Contractor.

Each submittal shall indicate the intended use of the item in the Goods and Special Services. When catalog pages are submitted, applicable items shall be clearly identified and inapplicable data crossed out. The current revision, issue number, and date s hall be indicated on all Drawings and other descriptive data.
f. Contractor shall be solely responsible for the completeness of each submittal.

Contractor's stamp, or affixed approval statement of a submittal, is a representation to Engineer that Contractor accepts sole responsibility for determining and verifying all quantities, dimensions, field construction criteria, materials, catalog numbers, and similar data, and that Contractor has reviewed and coordinated each submittal with the requirements of the Goods and Special Services and the Contract Documents. g. All deviations from the Contract Documents shall be identified as deviations on each submittal and shall be tabulated in Contractor's letter of transmittal using Figure P-01300-

2. Such submittals shall, as pertinent to the deviation, indicate essential details of all changes proposed by Contractor (including modifications to other facilities that may be a result of the deviation) and all required piping and wiring diagrams. h. The Contractor shall submit shop Drawings in either hard copy or electronically. All submittals shall be made with the selected method, and the Contractor shall inform the Engineer by letter 1 week after award of the Contract, which method has been selected.

Submittals made by any method other than that selected by the Contractor , will be returned without review.
i. For hard copy submittals, 5 copies of each drawing and the necessary data shall be submitted to Engineer. Engineer will return 2 marked copies (or 1 marked reproducible copy) to Contractor. Facsimile (fax) or electronic copies will not be acceptable. Engineer will not accept submittals from anyone but Contractor. Submittals shall be consecutively numbered in direct sequence of submittal and without division by subcontracts or trades. j. For electronic submittals, drawings and the necessary data shall be submitted electronically to Engineer as specified below. Submittal documents shall be in black and white unless color is required for the review of the submittal. All electronic files shal l be in PDF as generated by Adobe Acrobat Professional latest version. The PDF file(s) shall be fully indexed using the Table of Contents, searchable with thumbnails generated. PDF images must be at a readable resolution. For most documents, they should be scanned or generated at 300 dots per inch (dpi). Optical Character Recognition (OCR) capture must be performed on these images so that text can be searched, selected and copied from the generated PDF file. The PDF documents shall have a bookmark created in the navigation frame for each major entry (“Section” or “Chapter”) in the Table of Contents. Thumbnails shall be generated for each page or graphic in the PDF file. The opening view for each PDF document shall be as follows:

1. Initial View: Bookmarks and Page

2. Magnification: Fit In Window

01 32 00 SUBMITTALS Date Printed: September 3, 2024
Document Version: 1.0 Current Update: May 2023

3. The file shall open to the Contractor ’s transmittal letter, with bookmarks to the left. The first bookmark shall be linked to the Table of Contents.

PDF document properties shall include the submittal number for the document title and the Contractor’s name for the author.
k. Electronic submittal file sizes shall be limited to 10 MB. When multiple files are required for a submittal the least number of files possible shall be created. l. The Contractor shall post submittals and retrieve the Engineer’s submittal review comments through the Engineer’s (Consulting Engineer’s) Project website accessible through the Internet. Instruction on procedures for posting and retrieving submittals will be provided after award of the Contract.
m. Facsimiles (fax) will not be acceptable. Engineer will not accept submittals from anyone but Contractor . Submittals shall be consecutively numbered in direct sequence of submittal and without division by subcontracts or trades.

1.02 ENGINEER’S REVIEW OF SUBMITTALS
a. Engineer's review of submittals covers only general conformity to the Drawings and Specifications, external connections, and dimensions that affect the layout; it does not indicate thorough review of all dimensions, quantities, and details of the material, equipment, device, or item covered. Engineer's review shall not relieve Contractor of sole responsibility for errors, omissions, or deviations in the Drawings and data, nor of Contractor's sole responsibility for compliance with the Contract Documents. b. Engineer's submittal review period shall be 21 consecutive C alendar Days and shall commence on the first C alendar Day following receipt of the submittal or resubmittal in Engineer's office. The time required to mail the submittal or resubmittal back to Contractor shall not be considered a part of the submittal review period. c. When the Drawings and data are returned with review status "NOT ACCEPTABLE" or "RETURNED FOR CORRECTION," the corrections shall be made as instructed by Engineer.

If submittals are made in hard copy, 5 corrected copies shall be resubmitted. If submittals are made electronically, the corrected Drawings and data shall be resubmitted through the Project website. Resubmittals by facsimile or e -mail will not be accepted. When the Drawings and data are returned with review status "EXCEPTIONS NOTED," "NO EXCEPTIONS NOTED," or "RECORD COPY," no additional copies need be furnished unless specifically requested by Engineer.

1.03 RESUBMITTAL OF DRAWINGS AND DATA
a. Contractor shall accept full responsibility for the completeness of each resubmittal.

Contractor shall verify that all corrected data and additional information previously requested by Engineer are provided on the resubmittal.
b. When corrected copies are resubmitted, Contractor shall direct specific attention to all revisions in writing and shall list separately any revisions made other than those called for by Engineer on previous submittals. Requirements specified for initial submittals shall also

01 32 00 SUBMITTALS Date Printed: September 3, 2024
Document Version: 1.0 Current Update: May 2023

apply to resubmittals. Resubmittals shall bear the number of the first submittal followed by a letter (A, B, etc.) or a unique identification that indicates the initial submittal and correct sequence of each resubmittal.
c. If more than 1 resubmittal is required because of failure of Contractor to provide all previously requested corrected data or additional information, Contractor shall reimburse Agency for the charges of Engineer for review of the additional resubmittals.

This does not include initial submittal data such as shop tests and field tests that are submitted after initial submittal.
d. Resubmittals shall be made within 30 Calendar D ays of the date of the letter returning the material to be modified or corrected, unless within 14 Calendar D ays Contractor submits an acceptable request for an extension of the stipulated time period, listing the reasons the resubmittal cannot be completed within that time. e. The need for more than 1 resubmittal, or any other delay in obtaining Engineer's review of submittals, will not entitle Contractor to extension of the Contract Times unless delay of the Work is the direct result of a change in the Work authorized by a Change Order or failure of Engineer to review and return any submittal to Contractor within the specified review period.

1.04 COLOR SELECTION
a. Contractor shall submit samples of colors and finishes for all accepted products before Engineer will coordinate the selection of colors and finishes with Agency . Engineer will prepare a schedule of finishes that include the colors and finishes selected for both manufactured products and for surfaces to be field painted or finished and will furnish this schedule to Contractor within 60 Calendar Days after the date of acceptance of the last color or finish sample.

1.05 OPERATION AND MAINTENANCE DATA AND MANUALS
a. Adequate operation and maintenance information shall be supplied for all equipment requiring maintenance or other attention. The equipment supplier shall prepare a Project specific operation and maintenance manual for each type of equipment indicated in the individual equipment sections or the equipment schedule. b. Parts lists and operating and maintenance instructions shall be furnished for other equipment not listed in the individual equipment sections or the equipment schedule. c. Operation and maintenance manuals shall include the following:

1. Equipment function, normal operating characteristics, and limiting conditions.

2. Assembly, installation, alignment, adjustment, and checking instructions.

3. Operating instructions for startup, routine and normal operation, regulation and control, shutdown, and emergency conditions.

4. Lubrication and maintenance instructions.

5. Guide to troubleshooting.

6. Parts lists and predicted life of parts subject to wear.

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Document Version: 1.0 Current Update: May 2023

7. Outline, cross section, and assembly drawings; engineering data; and wiring diagrams.

8. Test data and performance curves, where applicable.
d. The operation and maintenance manuals shall be in addition to any instructions or parts lists packed with or attached to the equipment when delivered, or which may be required by Contractor.
e. Operations and Maintenance Manuals shall be submitted in electronic format to the Engineer prior to the date of shipment of the equipment. The manuals shall be submitted, and the Engineer’s review comments retrieved, through the Project website accessible through the Internet. Instruction on procedures for posting and retrieving O&M submittals and review comments will be provided after award of the Contract. When the O&M manuals are reviewed "RETURNED FOR CORRECTION ,” the corrections shall be made as instructed by the Engineer or Consulting Engineer, and corrected manuals resubmitted to the Engineer or Consulting Engineer. When review by the Engineer is complete, delivery of the final O&M shall be made 30 Calendar Days prior to placing the equipment in operation.
f. All material shall be marked with Project identification, and inapplicable information shall be marked out or deleted.
g. Shipment of equipment will not be considered complete until all required manuals and data have been received.

1.06 HARD COPY OPERATIONS AND MAINTENANCE MANUALS
a. Hard copies submitted for review shall be temporarily bound in heavy paper covers bearing suitable identification. All manuals and other data shall be printed on heavy, first quality 8 1/2 x 11-inch paper, with standard 3-hole punching. Drawings and diagrams shall be reduced to 8 1/2 x 11 inches or 11 x 17 inches. Where reduction is not practicable, larger drawings shall be folded separately and placed in envelopes, which are bound into the manuals. Each envelope shall be suitably identified on the outside. Each volume containing data for 3 or more items of equipment shall include a table of contents and index tabs. The final hard copy of each manual shall be prepared and delivered in substantial, permanent, 3-ring or 3-post binders in heavy paper covers with a table of contents and suitable index tabs.

1.07 ELECTRONIC OPERATIONS AND MAINTENANCE MANUALS
a. Electronic manuals shall be in Adobe Acrobat’s PDF and shall be prepared at a resolution between 300 and 600 dpi, depending on document type. OCR capture shall be performed on these documents. OCR settings shall be performed with the “original image with hidden text” option in Adobe Acrobat Exchange.
b. File size shall be limited to 10 MB. When multiple files are required the least number of files possible shall be created. File names shall be in the format OMXXXXX- YYYZ-V.pdf, where XXXXX is the 5-digit number corresponding to the specification section, YYY is a 3- digit O&M manual number, e.g. , 001, Z is the letter signifying a resubmittal, A, B, C, etc,

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and V is a number used only when more than one 10 MB file is required for an O&M manual.
c. Documents prepared in PDF format shall be processed as follows:
d. Pages shall be searchable (processed for optical character recognition) and indexed when multiple files are required.

1. Of material to update the manual provided by the manufacturer. Pages shall be rotated for viewing in proper orientation.

2. A bookmark shall be provided in the navigation frame for each entry in the Table of Contents.

3. Embedded thumbnails shall be generated for each completed PDF file.

4. The opening view for PDF files shall be as follows:

5. Initial View: Bookmarks and Page

6. Page Number: Title Page (usually Page 1)

7. Magnification: Set to Fit in Window

8. Page: Single Page

9. Where the bookmark structure is longer than 1 page, the bookmarks shall be collapsed to show the chapter headings only.

10. When multiple files are required the first file of the series (the parent file) shall list every major topic in the Table of Contents. The parent file shall also include minor headings bookmarked based on the Table of Contents. Major headings, whose content is contained in subsequent files (children) shall be linked to be called from the parent to the specific location in the child file. The child file shall contain bookmark entries for both major and minor headings contained in the child file.

The first bookmark of any child file shall link back to the parent file and shall read as follows "Return to the Equipment Name Table of Contents," e.g., Return to the Polymer Feed System Table of Contents.

11. Drawings shall be bookmarked individually.

12. Files shall be delivered without security settings to permit editing, insertion and deletion

1.08 LABELING
a. As a minimum, the following information shall be included on all final O&M manual materials, including jewel cases/thumb drives and hard copy manuals:

Equipment name and/or O&M title spelled out in complete words.

Project Name.

Agency Project/Contract Number.

Specification Section Number. Example: “Section 15 55 00” Manufacturer’s name.

File Name and Date.

01 32 00 SUBMITTALS Date Printed: September 3, 2024
Document Version: 1.0 Current Update: May 2023

PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION (NOT USED)

END OF SECTION

01 33 00 CONSTRUCTION PROGRESS SCHEDULE Date Printed: September 3, 2024 Document Version: 1.0 Current Update: May 2023

01 33 00 CONSTRUCTION PROGRESS SCHEDULE
PART 1 GENERAL

1.01 PROGRESS SCHEDULE
a. A Progress Schedule shall be used to control the Work and to provide a definitive basis for determining Project progress. The Progress Schedule shall be prepared, maintained and updated by the Contractor and historical dates agreed monthly with the Enginee r.

The Contractor shall submit a preliminary Progress Schedule and a Progress Schedule for acceptance by the Engineer. These schedules shall be the Contractor’s working schedules and shall be used to plan, organize and execute the Work, record and report a ctual performance and progress, and show how the Contractor plans to complete all remaining Work as of the end of each progress report period.
b. The Progress Schedule shall comprise all the detailed construction-related activities using the critical-path-method (CPM). The Progress Schedule shall provide sufficient detail and clarity to reflect the intricacies and interdependencies of activities so the Contractor can plan, schedule, monitor, control and report on the progress of its work. In addition, it shall provide the Engineer and Agency a tool to monitor and follow the progress for all phases of the Work.
c. The Contractor shall perform Work and furnish materials, labor, tools, equipment or services that may be reasonably inferred as being required to produce the intended result, whether specifically called for in the Contract Documents, at no additional cost to the Agency.
d. Visible, existing improvements for which no specific disposition is made on the Plans, but which interfere with the Work, shall be removed and disposed of by the Contractor with the prior approval of the Engineer.
e. Scheduling software shall be Primavera Project Manager (P6) without exception.

1.02 PRE-CONSTRUCTION SCHEDULING CONFERENCE
a. The Engineer will conduct a pre-construction scheduling conference with the Contractor to review requirements for the schedules including [ SOV] [cost -loading] and schedule configuration. The conference shall be conducted sufficiently early to allow the Contractor to submit the preliminary Progress Schedule within 10 Calendar Days of the Effective Date of the Contract.
b. At this meeting, the Contractor shall explain in detail the procedure to be used to develop the schedule activity cost-loading or SOV and cash flow. This procedure is subject to the review and acceptance of the Engineer.

1.03 PRELIMINARY PROGRESS SCHEDULE
a. Following the pre-construction scheduling conference but within 10 Calendar Days of the Effective Date of the Contract, the Contractor shall submit a preliminary Progress Schedule for review by the Engineer. The preliminary Progress Schedule shall show detailed construction-related activities for the first [90] Calendar Days of the Project. The

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remainder of the Contract activities shall be shown as summary bars within the milestones of the Work. If the Engineer has comments on the preliminary Progress Schedule, Contractor shall make the necessary changes and resubmit it within 10 Calendar Days. No progress payments will be made during the period specified above for the preliminary Progress Schedule until the preliminary Progress Schedule has been accepted by the Engineer.
b. The preliminary Progress Schedule shall:

1. Illustrate a feasible schedule for completion of the Work within the time and milestones specified.

2. Provide an elementary example of the schedule in the format to be used for the Progress Schedule.

3. Include the activity code structure as described in paragraph 1.18 ACTIVITY CODES.
c. Preliminary Progress Schedule Submittal Format: Contractor shall submit electronic version of preliminary Progress Schedule. A brief narrative shall accompany the submittal, describing Contractor’s scheduling approach to the Project. The narrative shall include a description of the Contract milestones , approach for construction activities during the period of the preliminary Progress Schedule, description of the general approach of the activities for the Work beyond the preliminary Progress Schedule period, a description of the Project’s C ritical Path, identification of critical long -lead submittals, and planned outages. The narrative shall also incorporate activity codes, calendars, weather days, milestone constraints, and work breakdown structure in accordance with the requirements specified in this part.

1.04 PROGRESS SCHEDULE
a. The Progress Schedule comprises all the construction-related activities for the Work and shall show the order in which the Contractor proposes to carry out the Work. Contractor shall include milestones, coordination necessitated by limited access and available work areas, and the availability and use of the labor force, material and equipment. Contractor shall use the Progress Schedule to plan, schedule and coordinate the Work including activities of Subcontractors, equipment vendors, and suppliers. b. The Progress Schedule shall be to the level of detail acceptable to the Engineer, and shall include the following:

1. Organization and structural breakdown of the Project;

2. Milestones and completion dates;

3. Type of Work to be performed and the labor trades involved;

4. Purchase, manufacture and delivery activities for major materials and equipment;

5. Preparation, submittal, and acceptance of shop drawings and material samples;

6. Deliveries of Agency-furnished equipment and/or materials;

7. Acceptances required by regulatory agencies and/or other third parties;

8. Assignment of responsibility for each activity;

9. Access requirements to Work areas;

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10. Identification of interfaces and dependencies with preceding, concurrent and follow on Contractors;

11. Tests, submittal of test reports and acceptance of test results;

12. Planning for phased or total acceptance by Agency ; including start up and commissioning;

13. Identification of any labor force, material and equipment restrictions.

14. Sequence of construction to maintain plant operations;

15. Planned outages.
c. The activities included in the Progress Schedule shall be defined in Work ing Days.

Durations shall be based on the labor (crafts), equipment, and materials required to perform each activity on a normal workday basis. Activity durations shall be 20 Working Days or less except in the case of non -construction activities such as procurement of materials, delivery of equipment, and concrete curing. All durations shall be the result of definitive labor force and resource planning by Contractor to perform the Work, in consideration of contractually defined on Site Work conditions and Contractor’s planned means and methods.
d. When the Progress Schedule is accepted by the Engineer, the Engineer will save a copy of the Progress Schedule as the baseline schedule and will use it for analysis of Contractor’s progress.
e. The Contractor shall update the Progress Schedule monthly.

1.05 ELECTRONIC PROGRESS SCHEDULE FORMAT AND REPORTING
a. The Progress Schedule shall be created using Primavera P6 scheduling software.

Contractor shall use Engineer’s file-naming format throughout the Project.

1. Electronic schedule files shall be saved with .XML or .XER file extensions.

2. Primavera Project Manager settings for “Baseline Type” shall be used in the following manner:
i. Select <None> as the baseline type for the Preliminary Schedule Submittal. ii. Once the Preliminary and Project Schedule are accepted, the baseline type shall be named <Initial Plan>.
iii. Each subsequent Project Schedule update shall set the baseline type to <Last Performance Update>.

3. The data date for schedule calculation in the preliminary Progress Schedule and Progress Schedule shall be set as the date of the Notice to Proceed unless otherwise specified by the Engineer.

1.06 COST LOADING
a. Except for manufacturer lead-time, each Progress Schedule activity that has an actual cost shall have a cost value assigned to it. Equipment or material delivery activities bearing cost shall be separate activities. Each activity’s assigned cost shall consist of all costs associated with that activity including all Project management, superintendence, overhead and profit costs. The sum of all activity costs shall be equal to the current Contract value at all times, including approved Change Orders. The Contractor shall certify

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that the costs are not unbalanced and that the value assigned to each activity represents the Contractor’s total cost to perform that activity.
b. If the Engineer or Agency determines cost data does not meet the requirements for a balanced bid breakdown, the Contractor shall submit documentation substantiating any cost allocation questioned. Cost allocations will be considered unbalanced if activity on the Progress Schedule has been assigned a disproportionate allocation of direct costs, overhead and profit. If documentation of the cost data does not, in the opinion of the Engineer substantiate cost allocations, the Progress Schedule will be returned to the Contractor for action.
c. Unit Price items required to be paid on a unit cost basis as identified in the Bid Form and the Measurement and Payment section shall be incorporated into the Progress Schedule and measured and updated as specified in this part and as specified in the Measurement and Payment section.
d. The Contractor shall produce Cash Flow Projection reports and graphics from the Primavera application.
e. Cost-loaded data shall be the basis for monthly payment applications and shall be included with monthly updates of the Progress Schedule.

1.07 RESOURCE LOADING
a. The Contractor shall build a resource ( labor force) library within Primavera and assign resources to each applicable Progress Schedule activity. Resource-loading shall determine the activity duration based on the assigned resource. The Contractor shall submit a resource analysis report produced from Primavera in the form of a series of graphics showing the principal trades. The report shall show the number of worker -days of effort for each month over the life of the Contract. The labor force requirements forecast shall be updated monthly and shall include the actual labor force used by trade as of the current report period and the labor force required to complete the Work.

1.08 COORDINATING PROGRESS SCHEDULE WITH OTHER CONTRACT SCHEDULES a. Where Work is to be performed under this Contract concurrently with or contingent upon work performed on the same facilities or area under other contracts, the Progress Schedule shall be coordinated with the schedules of the other contracts. Agency will provide the schedules of other contracts for preparation and updating of the Progress Schedule. Contractor shall revise the Progress Schedule as required by changes in schedules of other contracts.
b. In case of interference between the operations of different Contractors, the Agency will determine the work priority of each Contractor and the sequence of work necessary to expedite the completion of the entire Project. In all such cases, the decision of Agency shall be accepted as final.

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1.09 SUBMITTALS
a. The Progress Schedule and associated reports shall be submitted to the Engineer for acceptance within the period of the preliminary Progress Schedule specified in 1.05(3). If the Progress Schedule is not submitted, no progress payments will be made after the due date until the Progress Schedule has been submitted.
b. Printouts and electronic layouts required as part of the Progress Schedule submittal and monthly updates are as follows:

1. Summary Schedule: 1- page milestone and summary schedule, sorted by total float, early-start, early-finish;

2. Detailed Project Schedule: organized by WBS or area of Work; sorted by total float, early-start, early-finish;

3. Critical Path Schedule: sorted based on the total float, early-start, early-finish;

4. 60-Calendar-Day Look Ahead Schedule: sorted by total float, early -start, early - finish;

5. Activities in Progress: organized by WBS or area of Work ; sorted by total float, early-start, early-finish;

6. Cash Flow Trending Report: presented in an S -Curve format based on original planned early start and late start forecasted expenditures. In addition, the historical actual data point(s) are to be graphed within the S-Curve graphic report;

7. Monthly payment projections;

8. Out-of-sequence Report: tabular report showing Work performed out -of- sequence.
c. Contractor shall submit additional layouts if directed by Engineer. d. The submittal shall include the following:

1. Narrative report summarizing the Contract milestones, C ritical Path, Project approach including phasing or use of crews, significant submittal and fabrication items, coordination or interface requirements, Agency-provided items, and list of Subcontractors and vendors.

2. Graphic reports including Critical Path report (longest path), summary schedule report, total float report by early-start early-finish, look-ahead report grouped by work breakdown structure or Project phasing, and cash flow projection. Cash flow projections include estimated cumulative cost curves based on early and late start dates and projection of monthly payments over the life of the Project e. The schedule, Critical Path , and look-ahead schedules shall be submitted on E (34”x44”) size paper or 36” wide plots;
f. The Progress Schedule file shall be submitted in an executable format, using Primavera Project Manager format submitted electronically.

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g. The narrative and graphic reports shall be provided on 8”x11” paper and E -size plots respectively.
h. Contractor shall submit electronic copies of each deliverable.

1.10 MONTHLY SCHEDULE UPDATES
a. Monthly Progress Schedule updates shall be submitted for the duration of the Contract on a date agreed to by the Agency, Engineer, and Contractor. If monthly Progress Schedule Updates are not submitted by the due date, progress payments will be withheld until the required information is submitted.
b. The updated schedule shall be reviewed each month in a meeting with Engineer to verify:

1. Actual start dates,

2. Actual completion dates,

3. Activity percent completion,

4. Revised logic (as -built and projected) and changes in activity durations, cost assigned,

5. Cost influence of Change Orders, if any,

6. Revisions due to extension of time.
c. Prior to each meeting, Contractor shall prepare a complete and accurate report of current procurement and construction progress through the end of the update period, and a depiction of how Contractor plans to continue the Work to meet all Contract completion dates. All network changes and status data agreed to during each update meeting shall be considered as accepted by both parties unless written notice of any exceptions is given within 5 Calendar Days after the meeting.
d. For major network changes that cannot be agreed to during an updating meeting, Contractor shall submit the proposed changes for Engineer’s acceptance prior to inserting such changes into the network. Submittals may be in the form of marked up networks, fragnets, or schedule abstracts, provided they are submitted with a letter of transmittal.

A fragnet is defined as a sequence of new activities and/or activity revisions that are proposed to be added to the existing schedule to demonstrate how Project events have an impact on the schedule.

1.11 DATA DATE
a. The data date is the re -settable date in P6 that serves as the end of a reporting period.

The reporting period will be recorded on a monthly basis, e.g., January 1st through January 31st with the 31st as the data date. If required for coordination purposes by the Agency, the Engineer will provide specific data dates to be used by the Contractor.

1.12 REVIEW PROCESS
a. Engineer will review Contractor’s preliminary Progress Schedule and full Progress Schedule submittals within 15 Calendar Days after receipt of all required information. b. At the request of Agency or Engineer, Contractor shall participate in any meetings necessary to reach a mutual agreement and acceptance of the preliminary Progress Schedule, Progress Schedules, or Cash Flow Projections.

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c. If any of the required submittals are returned to Contractor for corrections or revisions, they shall be resubmitted within 10 Calendar Days after the return mailing date.

Resubmittals shall include all information and media included in the first submittal.

Review and response by Engineer will be given within 10 Calendar Days after receipt of each resubmittal.
d. Schedules shall show Contract completion of the Work on the Contract completion date and with zero or positive total float even if the Contractor plans to finish early. In no event shall acceptance of the schedule be a basis for a claim for delay against Agency or Engineer by Contractor for an early finish. A Progress Schedule containing activities with negative float or that extend beyond the Contract completion date will not be acceptable. e. Acceptance of the Progress Schedule by Engineer does not relieve Contractor of responsibility for accomplishing the Work by the Contract completion date. Omissions and errors in the accepted Progress Schedule shall not relieve the Contractor of obligations under the Contract. Acceptance by Engineer in no way makes Engineer or Agency an ensurer of the Schedule's success or liable for time or cost overruns. Engineer and Agency disclaim any obligation or liability by reason of acceptance of the Progress Schedule by the Engineer.

1.13 RESPONSIBILITY OF SCHEDULE COMPLIANCE
a. Whenever it becomes apparent from the current Progress Schedule that the Critical Path is delayed and the Contract completion date will not be met, Contractor shall mitigate the delay by taking some or all of the following actions at no additional cost to Agency.

1. Increase construction labor force in such quantities and crafts as will bring the Project back on schedule within the completion dates and milestones.

2. Increase the number of working hours per shift, shifts per day, Working Days per week, and the amount of construction equipment, or any combination of the foregoing, to substantially eliminate the backlog of Work.

3. Re-schedule activities to achieve maximum practical concurrence of activities and to comply with the schedule date(s).
b. Within 10 Calendar Days of the Engineer’s request, Contractor shall submit a recovery schedule and written statement of the steps intended to remove or arrest the delay to the Critical Path in the schedule. If the Contractor fails to submit the required information or should fail to take measures acceptable to the Engineer, the Engineer with Agency concurrence may direct Contractor to increase labor force , equipment and scheduled Work hours to remove or arrest the delay to the Critical Path and the Contractor shall promptly provide such level of effort at no additional cost to Agency. c. In the event Contractor fails to follow the updated or revised recovery schedule, Agency may elect to withhold progress payments until Contractor complies with the revised schedule.
d. Should Contractor’s efforts not remove or arrest the delay to the Critical Path of the accepted schedule, then Agency shall be entitled to supplement Contractor’s workforce and equipment to remove and arrest any delay and shall be entitled to deduct all costs and expenses associated with the supplemental workforce and equipment from

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payments due to the Contractor. If insufficient Contract funds remain, Agency may recover such funds from Contractor and its Surety.

1.14 CHANGE ORDERS, DELAYS, AND EXTENSIONS OF TIME
a. When Change Orders or delays are experienced by Contractor and Contractor requests an extension of time, Contractor shall submit a written time impact analysis to the Engineer illustrating the influence of each change or delay to the current Contract Schedule completion date. Each time impact analysis shall include a fragnet incorporating the Change Order or delay into the Progress Schedule to demonstrate how Contractor was delayed.
b. Each time impact analysis shall demonstrate the estimated time impact based on the events of the change or the delay; the date the change was given to Contractor, or the delay incurred, the status of construction at that point in time, and the event time computation of all activities affected by the change or delay. The event times used in the analysis shall be those included in the latest update of the Progress Schedule or as adjusted for the events of delay.
c. An electronic copy of the time impact analysis shall be submitted within 7 Calendar Days of delay occurrence or direction to proceed with a change is given to Contractor. No time extensions will be considered if the time impact analysis is not submitted within the specified time.
d. The Engineer will review Contractor’s time impact analysis. Contractor shall furnish such justification and supporting evidence as the Engineer deems necessary to determine whether Contractor is entitled to an extension of time. Engineer’s review of each time impact analysis will be made within 5 Working Days of receipt of the time impact analysis and additional information as required by the Engineer, unless subsequent meetings and negotiations are necessary.
e. The Contract completion time will be adjusted only for causes specified in paragraph 15.

Time extensions will be granted only to the extent that equitable time adjustments for the activity or activities affected exceed the total or remaining float along the Critical Path at the time of actual delay. Delays in activities which are not on the Critical Path and do not affect Contract completion dates, will not be considered for an extension of time.

1.15 CAUSES FOR EXTENSIONS OF TIME
a. Additional positive total float in the Progress Schedule generated by efficiencies of Agency or Contractor is a shared commodity to be reasonably used by either party and belongs exclusively to the Project. The Contractor is not entitled to any additional compensation for completion of the Project prior to expiration of the Contract Times. b. Agency-Initiated Changes. Agency initiated changes to the Contract Work that absorb float time will not be considered for an extension of time. Agency-initiated changes that affect the Critical Path of the Progress Schedule shall be grounds for extending or shortening completion dates. Use of float time for Contractor initiated changes will

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require Agency’s concurrence. Contractor’s changes, however, shall give way to Agency- initiated changes competing for the same float time.
c. Outside Contractor’s Control. Events outside of the Contractor’s control that affect the Critical Path of the Progress Schedule will be considered for an extension or reduction of the Contract Times.
d. Weather Delays. Engineer will obtain weather data during construction from a reputable source and will maintain weather records.

1. Engineer will determine Contractor’s entitlement to an extension of the Contract Time as a result of weather delays. Extensions of time will be granted at the discretion of the Engineer for circumstances not covered by the flow chart.

2. Any weather -related extension of Contract Time shall be non- compensable.

Efficiencies gained as a result of favorable weather within a calendar month, where the number of days of normally anticipated weather days is less than expected, shall contribute to the Project float and shall not affect the Contract Times.

3. Application for a weather- related extension of time shall be submitted to the Engineer and shall state the extension requested and be supported by the relevant weather data.

1.16 AS-BUILT SCHEDULE
a. As a condition precedent to release of final payment, the last update to the Progress Schedule submitted shall be identified by the Contractor as the “As -Built Schedule.” The “As-Built Schedule” shall reflect the exact manner in which the Project was actually constructed (including actual start and completion dates, activities, sequences, and logic) and shall be signed and certified by the Contractor’s Project manager.

1.17 SCHEDULE SOFTWARE SETTINGS AND RESTRICTIONS
a. Contractor shall consult with Engineer for acceptable Primavera Project Manager software settings and restrictions. The following shall apply unless otherwise directed by the Engineer.

1. Schedule Options:
i. Shall be defined only to “Use expected finish dates”; ii. Scheduling progressed activities to be set to “Use only retained logic,” not progress override option;
iii. Critical Path activities defined as Total Float less than or equal to zero; iv. Calculating start-to-start lag from “early start” dates; and computing total float as “finish float = late finish – early finish”;
v. Calendar to be set for scheduling relationship lag as “Predecessor Activity Calendar.”

2. Activity progress shall be shown using Remaining Duration. Date format shall be DDMMYY.

3. Default activity type shall be set to “Independent Task.”

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4. Date/time activity constraint(s), other than those required by the Contract, will not be allowed unless accepted by Engineer. Contractor shall identify proposed constraints and explain the constraint purpose in the Narrative Report.

5. Lags shall not be used in the creation of an activity that will perform the same function, e.g., concrete cure time. Lag durations contained in the Project Schedule shall not have a negative value. Contractor shall identify any lag proposed and explain the purpose of the lag in the Narrative Report.

6. Actual Start and Finish dates shall not be automatically updated by default mechanism that may be included in the CPM scheduling software system. Actual Start and Actual Finish dates on the CPM schedule shall be updated by actual Work progression.

1.18 ACTIVITY CODES
a. The Primavera (P6) activity codes and WBS to be confirmed or revised by the Engineer are listed below. Confirmation or revision of the activity codes and WBS will be provided to the Contractor within 3 Working Days of the Effective Date of the Contract . Use of the Engineer prescribed activity codes and WBS is mandatory. b. “Project Codes” as defined by Primavera P6 is reserved for the Agency . Only “Activity Codes” at Project Level will be permitted for Contractor use.

Activity Code
Code
Value Description
Phase 0005 Construction Phase
Construction Phase A
BC
D
E
Milestones
Administrative
Submittals
Construction Activities
Closeout Phase
Submittals SUB
R&A
F&D
Submittals
Review & Approve
Fabricate & Deliver
Other Codes to be prescribed by
Engineer or requested by
Contractor for Project specific
criteria.

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1.19 ACTIVITY RELATIONSHIPS
a. Relationships between activities shall be identified with the following information:

1. Predecessor and successor activity ID.

2. Relationship types:
i. FS Finish to start
ii. SS Start to start
iii. FF Finish to finish
iv. SF Start to finish – This relationship is not allowed, unless authorized by Engineer.

1.20 PROJECT CALENDARS
a. Project Calendars shall use Working Days and Calendar Days as the planning unit for the schedule. Use of Global Calendars is reserved for Agency. Each calendar shall be set to start on Mondays with holidays in accordance with Agency policy. The following calendars shall be used for each activity except as otherwise accepted by Engineer:

1. 5-Day x 8 Hour Workweek (with holidays) shall be used for 5 -day 40 -hour workweek activities: Monday through Friday. All holidays and non-workdays shall be assigned to this calendar. This calendar shall be used for all normal work activities, submittals, and fabricate and delivery activities. This calendar shall be the default calendar for the Project unless otherwise specified.

2. 5-Day x 10 -Hour Workweek (with holidays) shall be used for 5 -day 50 -hour workweek activities: Monday through Friday. All holidays and non-workdays shall be assigned to this calendar.

3. 6-Day x 10 -Hour Workweek (with holidays) shall be used for 6 -day 60 -hour workweek activities. Monday through Saturday. All holiday and non-workdays shall be assigned to this calendar.

4. 7-Day Calendar (no holidays) shall be used for 7-day workweek activities. No non- workdays shall be entered into this calendar.

5. Additional Calendars may be assigned depending on need. However, Contractor shall consult with the Engineer before other calendars are entered and/or used in the Project schedule.
b. The workday to calendar day correlation shall be based on a single shift and 5 -day work week with adequate allowance for holidays, adverse weather, and all other special requirements of the Work. Contractor may, at his option, propose alternate baseline calendars to allow a second shift and/or a single shift on Saturdays subject to the concurrence and acceptance of Agency . Under no circumstances will a schedule be accepted which allows regularly scheduled Work on Sundays.

1.21 FLOAT
a. Contractor shall not use float suppression techniques, including preferential sequencing (arranging Critical Path through activities more susceptible to Agency caused delay); lag logic restraints; zero total or free float constraints; extended activity times; or imposing constraint dates other than as required by the Contract. Float suppression will be cause

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for rejection of the preliminary Progress Schedule or full Progress Schedule and its updates.

1.22 MANDATORY MILESTONES
a. The Contract duration shall be equal to the time period between the Notice to Proceed and the completion milestone. The following milestones are mandatory.

1. Project Award Milestone

2. Notice to Proceed Milestone

3. Substantial Completion is [Insert number and type (i.e., Working or Calendar) ] days from Notice to Proceed

4. Completion is [Insert number and type i.e., Working or Calendar] days from Notice to Proceed
b. The following additional milestones are to be considered and incorporated into the Progress Schedule in accordance with the Contract terms, if applicable.

1. Permit constraints

2. Facility shut down or outage milestone requirements

3. Applicable phasing milestones

4. Other milestones deemed appropriate by the Engineer.

PART 2 EXECUTION
2-1.1 Preconstruction Meeting
After, or upon, notification of Contract award, the Engineer will set the time and location for the Preconstruction Meeting. Attendance of the Contractor’s management personnel responsible for the management, administration, and execution of the Project is mandatory for the meeting to be convened. Failure of the Contractor to have the Contractor’s responsible Project personnel attend the Preconstruction Meeting will be grounds for default by Contractor per Supplemental General Provisions Section 6 -7. No separate payment will be made for the Contractor’s attendance at the meeting. The Notice to Proceed will only be issued on or after the completion of the Preconstruction Meeting.
2-1.2 Preparation and Review of the Baseline Construction Schedule The Contractor shall prepare the Baseline Construction Schedule as a CPM Schedule in the precedence diagram method (activity-on-node) format. The Baseline Construction Schedule shall depict a workable plan showing the sequence, duration, and interdependenc e of all activities required to represent the complete performance of all Project Work as well as periods where Work is precluded. The Baseline Construction Schedule shall begin with the projected date of issuance of the Notice to Proceed and conclude with the date of final completion per the Contract duration. The Baseline Construction Schedule shall include detail of a ll Project phasing, staging, and sequencing, including all milestones necessary to define beginning and ending of each phase or stage.

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2-1.2.1 Time-Scaled Network Diagram
As a part of the Baseline Construction Schedule the Contractor shall prepare and submit to the Engineer a complete time -scaled network diagram showing all of the activities, logic relationships, and milestones comprising the schedule.
2-1.2.2 Tabular Listing
As a part of the Baseline Construction Schedule the Contractor shall prepare and submit to the Engineer a tabular listing of all of the activities, showing for each activity the identification number, the description, the duration, the early start, the early finish, the late start, the late finish, the total float, and all predecessor and successor activities for the activity described. 2-1.2.3 Bar Chart
As a part of the Baseline Construction Schedule the Contractor shall prepare and submit to the Engineer a chart showing individual tasks and their durations arranged with the tasks on the vertical axis and duration on the horizontal axis. The bar chart shall use differing texture patterns or distinctive line types to show the Critical Path.
2-1.2.4 Schedule Software
The Contractor shall use Primavera P6 to prepare the Baseline Construction Schedule and all updates thereto. The Contractor shall submit to the Agency a digital file with all network information contained on it , in a format readable by a Microsoft Windows 2000 system. The Agency will review of the Contractor’s schedule.
2-1.2.5 Schedule Activities
Except for submittal activities, activity durations shall not be shorter than 1 Working Day nor longer than 15 Working Days, unless specifically and individually allowed by the Engineer. The Baseline Construction Schedule shall include between 100 and 500 activities, including submittals, interfaces between utility companies and other agencies, Project milestones and equipment and material deliveries. The number of activities will be sufficient, in the judgment of the Engineer, to communicate the Contractor’s plan for Project execution, to accurately describe the Project Work, and to allow monitoring and evaluation of progress and of time impacts. Each activity’s description shall accurately define the work planned for the activity and each activity shall have recognizable beginning and end points.
2-1.2.6 Float
Float or slack time within the schedule is available without charge or compensation to whatever party or contingency first exhausts it.
2-1.2.7 Restraints to Activities
Any submittals, utility interfaces, or any furnishing of Agency supplied materials, equipment, or services, which may impact any activity’s construction shall be shown as a restraint to those activities. Time periods to accommodate the review and correction of submittals shall be included in the schedule.

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2-1.2.8 Late Completion
A Baseline Construction Schedule showing a Project duration longer than the specified Contract duration will not be acceptable and will be grounds for determination of default by Contractor, per Agency Supplemental General Provisions Section 6-4. 2-1.2.9 Early Completion
The Baseline Construction Schedule will show the Contractor’s plan to support and maintain the Project for the entire contractual time span of the Project. Should the Contractor propose a Project duration shorter than Contract duration, a complete Baseline Construction Schedule must be submitted, reflecting the shorter duration, in complete accordance with all schedule requirements of Agency Supplemental General Provisions Section 6-1. The Engineer may choose to accept the Contractor’s proposal of a Project duration shorter than the duration specified; provided the Agency is satisfied the shortened Baseline Construction Schedule is reasonable and the Agency and all other entities, public and private, which interface with the Project are able to support the provisions of the shortened Baseline Construction Schedule. The Agency’s acceptance of a shortened duration Project will be confirmed through the execution of a Contract Change Order revising the Project duration and implementing all contractual requirements including liquidated damages in accordance with the revised duration. 2-1.2.10 Engineer’s Review
The Construction Schedule is subject to the review of the Engineer. The Engineer’s determination that the Baseline Construction Schedule proposed by the Contractor complies with the requirements of these supplemental provisions shall be a condition precedent to issuance of the Notice to Proceed by the Engineer. If the Engineer determines that the Construction Schedule does not meet the requirements of these specifications the Contractor shall correct the Construction Schedule to meet these specifications and resubmit it to the Engineer. Failure of the Contractor to obtain the Engineer’s determination that the initial Construction Schedule proposed by the Contractor complies with the requirements of these supplemental provisions within 30 Working Days after the date of the Preconstruction Meeting shall be grounds for termination of the Contract per Agency Supplemental General Provisions Section 6-4. Days used by the Engineer to review the initial Construction Schedule will not be included in the 30 Working Days. The Engineer will review and return to the Contractor, with any comments, the Baseline Construction Schedule within 15 Working Days of submittal. The Baseline Construction Schedule will be returned marked as per Sections 2-1.2.10.1 through 2-1.2.10.3. 2-1.2.10.1 “Accepted”
The Contractor may proceed with the Project Work upon issuance of the Notice to Proceed and will receive payment for the schedule in accordance with Section 2-1.8.1. 2-1.2.10.2 “Accepted with Comments”
The Contractor may proceed with the Project Work upon issuance of the Notice to Proceed. The Contractor must resubmit the schedule incorporating the comments prior to receipt of payment per Section 2-1.8.1.

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2-1.2.10.3 “Not Accepted”
The Contractor must resubmit the schedule incorporating the corrections and changes of the comments prior to receipt of payment per Section 2 -1.8.1. The Notice to Proceed will not be issued by the Engineer if the changes of the comments are not submitted as required and marked “Accepted” or “Accepted with Comments” by the Engineer. The Contractor, at the sole option of the Engineer, may be considered as having defaulted the Contract under the provisions of Supplemental General Provisions Section 2-7 TERMINATION OF THE CONTRACT FOR DEFAULT if the changes of the comments are not submitted as required and marked “Accepted” by the Engineer.
2-1.3 Preparation of Schedule Updates and Revisions
The Contractor shall meet with the Engineer during the last week of each month to agree upon each activity’s schedule status and shall submit monthly updates of the Baseline Construction Schedule confirming the agreements no later than the fifth Working Day of the following month. 2-1.3.1 Actual Activity Dates
The actual dates each activity was started and/or completed during the month. After first reporting an actual date, the Contractor shall not change that actual date in later updates without specific notification to the Engineer with the update.
2-1.3.2 Activity Percent Complete
For each activity underway at the end of the month, the Contractor shall report the percentage determined by the Engineer as complete for the activity. 2-1.3.3 Electronic Media
The schedule shall be a digital file, labeled with the Project name and number, the Contractor’s name and the date of preparation of the schedule. The schedule shall be readable by the software specified in Section 6 -1.2.4 “Schedule Software” and shall be free of file locking, encryption or any other protocol that would impede full access of all data stored on it. 2-1.3.4 List of Changes
A list of all changes made to the activities or to the interconnecting logic, with an explanation for each change.
2-1.3.5 Change Orders
Each monthly update will include the addition of the network revisions reflecting the Change Orders approved in the previous month. The network revisions will be as agreed upon during the review and acceptance of the Contractor’s Change Orders. 2-1.3.6 Bar Chart
Each monthly update will include a chart showing individual tasks and their durations arranged with the tasks on the vertical axis and duration on the horizontal axis. The bar chart shall use differing texture patterns or distinctive line types to show the Critical Path.

01 33 00 CONSTRUCTION PROGRESS SCHEDULE Date Printed: September 3, 2024 Document Version: 1.0 Current Update: May 2023

2-1.4 Engineer’s Review of Updated Construction Schedule The Engineer will review and return the Updated Construction Schedule to the Contractor, with any comments, within 5 Working Days of submittal. Any Updated Construction Schedule marked “Accepted with Comments” or “Not Accepted” by the Engineer will be returned to the Contractor for correction. Upon resubmittal the Engineer will review and return the resubmitted Updated Construction Schedule to the Contractor, with any comments, within 5 Working Days. Failure of the Contractor to submit a monthly Updated Construction Schedule will invoke the same consequences as the Engineer returning a monthly Updated Construction Schedule marked “Not Accepted.”
2-1.4.1 “Accepted”
The Contractor may proceed with the Project Work upon issuance of the Notice to Proceed, and will receive payment for the schedule in accordance with Section 2-1.8.1. 2-1.4.2 “Accepted with Comments”
The Contractor may proceed with the Project Work upon issuance of the Notice to Proceed. The Contractor must resubmit the schedule incorporating the comments prior to receipt of payment per Section 2-1.8.1.
2-1.4.3 “Not Accepted”
The Contractor must resubmit the Updated Construction Schedule to the Engineer incorporating the corrections and changes noted in the Engineer’s comments prior to receipt of payment per Section 6-1.8.2. The Contractor, at the sole option of the Engineer, may be considered as having defaulted the Contract under the provisions of Agency Supplemental General Provisions Section 6-7 TERMINATION OF THE CONTRACT FOR DEFAULT if the changes of the comments are not submitted and marked “Accepted” by the Engineer before the last day of the month in which the Updated Construction Schedule is due. If the Contractor fails to submit the corrected Updated Construction Schedule as required the Contractor may elect to proceed with the Project at its own risk. Should the Contractor elect not to proceed with the Project, any resulting delay, impact, or disruption to the Project will be the Contractor’s responsibility. 2-1.5 Late Completion or Milestone Dates
Should the Schedule Update indicate a completion or contractually required milestone date later than the properly adjusted Contract or milestone duration, the Agency may withhold liquidated damages for the number of Calendar D ays late. Should a subsequent “Accepted” Schedule Update remove all or a portion of the delay, all or the allocated portion of the previously held liquidated damages shall be released in the monthly payment to the Contractor immediately following the “Accepted” schedule.
2-1.6 Interim Revisions
Should the actual or projected progress of the Work become substantially different from that depicted in the Project Schedule, independently of and prior to the next monthly update, the Contractor will submit a revised Baseline Construction Schedule, with a list and explanation of

01 33 00 CONSTRUCTION PROGRESS SCHEDULE Date Printed: September 3, 2024 Document Version: 1.0 Current Update: May 2023

each change made to the schedule. The Revised Construction Schedule will be submitted per the submittal requirements of Section 1.05 (Electronic Progress Schedule Format and Reporting) and per the schedule review and acceptance requirements of Agency Supplemental General Provisions Section 6 -1, including but not limited to the acceptance and payment provisions. As used in this section “substantially different” means a time variance greater than 5 percent of the number of Calendar Days of duration for the Project.
2-1.7 Final Schedule Update
The Contractor shall prepare and submit a Final Schedule Update when 100% of the Construction Work is completed. The Contractor’s Final Schedule Update must accurately represent the actual dates for all activities. The Final Schedule Update shall be prepared and reviewed by the Engineer. 2-1.8 Measurement and Payment of Construction Schedule
The Contractor’s preparation, revision and maintenance of the Construction Schedule are incidental to the Work and no separate payment will be made for them.

END OF SECTION

01 41 26 PERMIT REQUIREMENTS Date Printed: September 3, 2024 Document Version: 1.0 Current Update: May 2023

01 41 26 PERMIT REQUIREMENTS
PART 1 GENERAL

1.01 WORK COVERED BY CONTRACT DOCUMENTS
a. The Contractor is responsible to obtain all local, state and federal permits and licenses required to perform the Work. Payment for obtaining and complying with permits and licenses including, but not limited to, general construction permits, building permits, grading permits, encroachment permits, haul route permits, excavation permits, drilling permits, water discharge permits, temporary easements, licenses, inspection fees, and Federal, State and local taxes shall be borne by the Contractor and shall be included in prices Bid for Work for which such costs are appurtenant. b. The Contractor shall obtain and pay for all costs incurred for permits necessitated by its operations such as, but not limited to, permits required for sewage bypass pumping or discharge; Night Work; overload; blasting or demolition or for any permit related to the operation of equipment used in such Work.
c. The Contractor shall obtain and pay for all permits for the disposal of all waste or surplus materials removed from the Project. The cost of the permit(s) shall be included in the price for the Bid items requiring the permits and no additional compensation will be allowed for them.
d. The Contractor shall provide a copy of the permit or license to the Agency prior to performing the Work requiring the permit or license.
e. Contractor shall pay for all fees applicable to Contractor’s operations. f. Contractor shall not begin Work until all permits applicable to the Work are obtained.

Permits shall be maintained in valid status until acceptance of the Work by the Agency. g. The Contractor shall pay all business taxes or license fees that are required for the Work.

1. To the extent that there is a change in the type or cost of any permits, fees, licenses, or inspections after Contract award, there shall be an equitable adjustment in the Contract Price on account of such change under the Extra Work provisions.

2. The Contractor shall comply with and give notices required by A pplicable Laws.

The Contractor is not entitled to damages or additional payment for delays attributable to the acquisition of permits.

3. The Contractor shall pay the Agency for regulatory fees, fines, or penalties imposed on the Agency arising from the Contractor’s failure to complete the Work in accordance with the Contract Documents.
h. The Contractor shall obtain, pay for, and comply with required permits, licenses, work permits, and authorizations from appropriate agencies, including the following:

1. Licenses
i. Before submitting Bids, Contractors shall be licensed in accordance with provisions of Chapter 9, Division 3, of the Business and Professions Code.

01 41 26 PERMIT REQUIREMENTS Date Printed: September 3, 2024 Document Version: 1.0 Current Update: May 2023

ii. City of Carlsbad Business License.

2. State and Federal permits
i. Excavation and Dirt Moving Permit from Cal/OSHA
ii. Safety permit from California Division of Industrial Safety iii. NPDES General Permit for Storm Water Discharges Associated with Construction and Land Disturbance Activities (LUP Type 2) iv. NPDES Permit for discharge of hydrostatic test water and potable water

3. Resource Agency Permits:
i. California Coastal Commission permit number NNNN issued on (date). ii. California Department of Fish and Game permit number NNNN issued on (date).
iii. California Water Quality Control Board permit number NNNN issued on (date).
iv. United States Army Corps of Engineers permit number NNNN issued on (date).
v. United States Fish and Wildlife Service permit number NNNN issued on (date).

4. Other permits
i. City Haul Route Permit
ii. Traffic Control Plan Permit
iii. Grading Permit
iv. Right of Way Permit
v. Oversize Load Permit
vi. Blasting Permit
vii. Written authorization from private property owners for property utilized for staging
i. The Agency will obtain for the Contractor, the following: <Insert any relevant permits>

1. CEQA Notice of Exemption

2. NEPA documents

1.02 HAUL ROUTE PERMIT
a. The Contractor shall prepare a Project specific haul route plan detailing the streets intended for use in delivery of materials and import and export of soil. Contractor will be limited to the routes approved by the City of Carlsbad according to the approved haul route plan contained in the permit.

1.03 TRAFFIC CONTROL PLANS
a. The Contractor shall prepare Project specific traffic control plans, and haul route plan and use such plans to obtain a traffic control permit from the City of Carlsbad Development Services Department.

01 41 26 PERMIT REQUIREMENTS Date Printed: September 3, 2024 Document Version: 1.0 Current Update: May 2023

1.04 RAILROAD – Not Used
a. T he Contractor shall cooperate with NCTD, the BNSF and AMTRAK (collectively “Railroad”). It is understood the Railroad shall have absolute authority and right to cause the Contractor’s Work on the Railroad Property to cease. b. It shall be the responsibility of the Contractor to obtain a “Right of Entry” Permit from the NCTD Board, prior to the commencement of any Work. A sample permit is included with this specification. All fees and costs associated with obtaining and complying with the terms of this permit, including but not limited to engineering review, submittal review, railway flaggers and construction inspection, shall be the responsibility of the Contractor, and no other payment will be allowed, except as specified in the Contract. c. All fees and costs associated with obtaining and complying with the terms of the Right of Entry permit shall be the responsibility of the Contractor. Contractor shall be required to make an $XX,XXX (XXXX), deposit to NCTD. The deposit to NCTD will be required prior to the issuance of the Right of Entry permit. Any portion of the deposit remaining after acceptance of the Contract by the Agency will be returned to the Contractor. Payment to the Contractor for all costs associated with obtaining and complying with the Right of Entry permit shall be considered as included in various items of Work and no additional compensation will be allowed for the permit. The Contractor after receipt of the Right of Entry Permit approved by the NCTD Board shall furnish the Engineer with 2 copies of the executed Right of Entry permit.
d. The Contractor shall notify NCTD in writing at least 10 Working Days prior to commencement of Work on Railroad Right of Way at: North County Transit District, 810 Mission Avenue, Oceanside, CA 92504, Phone: (760) 966-6504; Fax: (760) 754-9403. e. The details of construction, including proposed method of setup to perform the Work shall be submitted to the Railroad for approval and shall not be undertaken without approval and shall not be undertaken until approval by the Railroad is given. f. All persons entering into the Railroad right of way will be required to attend a preconstruction Railroad Safety Training course conducted by NCTD. No additional compensation to Contractor will be allowed for attendance at a Railroad Safety Training course.
g. Railway Flaggers (will/ will not) be required on this Project. The presence of equipment, materials, or labor force will not be allowed within 25 feet of the centerline of any track without the presence of Railway Flaggers. The Contractor shall be responsible for coordination with NCTD to schedule Railway Flaggers. Costs for Railway Flaggers shall be the responsibility of the Contractor and subtracted from the deposit made to NCTD. The current cost for Railway flaggers average $XX.XX per hour. The Contractor shall verify the cost for Railway Flaggers and include such costs in the Bid.

1.05 STORMWATER POLLUTION PREVENTION PLAN (SWPPP)/ GENERAL PERMIT PROJECTS LESS THAN ONE ACRE (TIER 1 and TIER 2 or Maintenance ONLY Project s that may be over an acre)

01 41 26 PERMIT REQUIREMENTS Date Printed: September 3, 2024 Document Version: 1.0 Current Update: May 2023

A. Water Pollution Prevention. The Contractor shall plan for and implement temporary construction BMPs to mitigate the water quality impacts of land disturbance and non- storm water discharges related to construction activities in accordance the Agency’s current Municipal Stormwater Permit and Carlsbad Municipal Code Chapter 15.12. BMPs are the schedules of activities, prohibitions of practices, maintenance procedures and other management practices employed during construction activities to prevent or reduce pollution of bodies of water protected by the federal Clean Water Act (33 U.S.C. § 1251 et seq. ) and the state Porter -Cologne Water Quality Control Act (Water Code , § 13000 et seq.), which include oceans, lagoons, lakes, streams and other sensitive water bodies and water courses. Construction BMPs also include physical devices and structural construction control measures designed to prevent soil erosion from occurring on the Work Site, or that are designed to prevent sediment from leaving the Work S ite, both of which are referred to hereafter as “Water Pollution .” BMPs are also intended to protect the health, safety and welfare of the public and to prevent damage to adjoining public and private property resulting from construction activities.

B. Pollution prevention practices and the minimum BMPs are required during all 12 months of the year. BMPs and other erosion control practices must be implemented as the most important “first line of defense .” The Agency has adopted the CASQA ‘Stormwater Best Management Practices Handbook: Construction ,’ latest edition, as its preferred source for adopting construction BMPs. All BMPs must correspond to the BMP Fact Sheets included in the CASQA Construction Handbook. With the approval of the Engineer, or designee, the Agency may accept comparable BMPs fro m reputable alternative sources.

As used in this section, “Engineer” shall have the same meaning as “Construction Manager.”
C. The Contractor shall utilize the Agency’s Tier 1 or Tier 2 SWPPP templates and include all applicable elements provided in the template. The SWPPP templates are available on the Agency’s website at [PROJECT ENGINEER insert website address here]. Tier 1 and Tier 2 SWPPP templates include standard storm water prevention construction notes, a Project information block, a Storm Water Compliance Statement, Agency approval block and a BMP Checklist Table. The BMP Checklist Table is intended to help the Contractor select appropriate BMPs best suited to the Project and the Work. Additionally, the SWPPP shall include a Site plan showing the proposed Project Site and depicting the areas of proposed construction and proposed locations of construction BMPs. The Tier 1 and Tier 2 SWPPP plans shall be submitted as additional sheets to the construction plan set.

D. The Engineer may require Contractor to adopt additional BMPs if the Engineer determines the selected BMP(s) are ineffective or incapable of preventing Water Pollution from escaping the Work site. Tier 1 and Tier 2 SWPPPs must be combined with proper and timely installation of the BMPs, thorough and frequent inspections, maintenance, and documentation. The Contractor shall ensure that the selected BMPs are appropriately incorporated into the Site design and, if required by the Engineer, must employ a qualified professional to ensure proper installation and maintenance of the BMPs.

01 41 26 PERMIT REQUIREMENTS Date Printed: September 3, 2024 Document Version: 1.0 Current Update: May 2023

E. The Engineer may suspend the Work, consistent with Supplemental General Provisions Section 6 -6, at the Contractor’s cost, that create Water Pollution or otherwise violate water quality standards required by the federal Clean Water Act (33 U.S.C. § 1251 et seq.) and the state Porter-Cologne Water Quality Control Act (Water Code , § 13000 et seq.) if the Engineer determines that the Contractor has failed to satisfy all requirements of this section. If the Contractor violates any provisions of this subsection, or if Water Pollution occurs in the Work S ite for any reason, the Contractor shall immediately notify the Engineer.

F. The Contractor shall immediately notify the Agency if there is a non-stormwater discharge to the storm drain conveyance system resulting from the Work or P roject-related activities. In addition, the Contractor shall, within 24 hours, submit a written report to the Engineer describing the incident and corrective actions taken. If for any reason the Engineer detects Water Pollution, before notification by the Contra ctor, this written report shall also include an explanation of why the Contractor had not timely notified the Engineer.

G. Implementation Costs. Preparation, implementation and management of Water Pollution prevention activities are incidental to the items of Work and Agency shall not make additional payment to Contractor for these costs.

PROJECTS GREATER THAN ONE ACRE (TIER 3)
Water Pollution Prevention. The Contractor shall plan for and implement temporary construction BMPs to mitigate the water quality impacts of land disturbance and non- storm water discharges related to construction activities. BMPs are the schedules of activities, prohibitions of practices, maintenance pr ocedures and other management practices employed during construction activities to prevent or reduce pollution of bodies of water protected by the federal Clean Water Act (33 U.S.C. § 1251 , et seq.) and the state Porter -Cologne Water Quality Control Act (Water Code , § 13000, et seq.), which include oceans, lagoons, lakes, streams and other sensitive water bodies and water courses. Construction BMPs also include physical devices and structural construction control measures designed to prevent soil erosion from occurring on the Work S ite, or that are designed to prevent sediment from leaving the Work S ite, both of which are referred to hereafter as “Water Pollution .” BMPs are also intended to protect the health, safety and welfare of the public and to prevent damage to adjoining public and private property resulting from construction.

This Project, and all P roject Work, requires compliance with Carlsbad Municipal Code Chapter

15.12 and coverage under the California Storm Water Discharges Associated with Construction and Land Disturbance Activities, Order No. 2022 -0057-DWQ, NPDES No. CAS000002, or subsequent order, and any amendment, revision or re -issuance of it (Construction General Permit).

STORM WATER POLLUTION PREVENTION PLAN DEVELOPMENT AND IMPLEMENTATION The Contractor shall prepare and submit to the Engineer a SWPPP in accordance with the current requirements established by the Construction General Permit. As used in this section, “Engineer”

01 41 26 PERMIT REQUIREMENTS Date Printed: September 3, 2024 Document Version: 1.0 Current Update: May 2023

shall have the same meaning as “Construction Manager. ” The Contractor shall n ot initiate any land disturbance activities, until the final SWPPP has been accepted by the Engineer. At least 1 copy of the final SWPPP shall be kept at the construction Site and shall be available upon request of a representative of the Regional Water Quality Control Board, State Water Resources Control Board, U.S. Environmental Protection Agency or local storm water management agency.

Requests for a copy of the final SWPPP by members of the public shall be forwarded to the Engineer.

SWPPP Template Availability. A model SWPPP is provided to the Contractor, in Appendix X , for use in preparing the Project SWPPP for approval by the Agency. The Contractor shall be responsible for the preparation and implementation of the SWPPP and coordination with the Agency and the Regional Water Quality Control Board. All costs for preparing and implementing the Storm Water Pollution Prevention and Monitoring Plans and coordination with the Agency and the Regional Water Quality Control Board shall be included as part of the contract bid price.

SWPPP Delivery. Within 15 Calendar Days after the execution of the Contract, the Contractor shall submit 3 copies of the SWPPP to the Engineer. Contractor will be provided the digital format for SWPPP to complete required sections . If revisions are required, as determined by the Engineer, the Contractor shall revise and resubmit the SWPPP within 15 Calendar Days of receipt of the Engineer’s comments and shall allow 5 Calendar D ays for the Engineer to review the revisions. Upon the Engineer’s acceptance of the SWPPP, 3 additional copies of the SWPPP, incorporating the required changes, shall be submitted to the Engineer. To allow construction activities to proceed, the Engineer may c onditionally approve the SWPPP while minor revisions are being completed.

QSD/QSP Designation. The Contractor shall designate a QSD and a QSP who has satisfied the certification requirements and received approval by the SWRCB as specified in Construction General Permit. The QSD and QSP shall provide and maintain levels of insurance, and comply with all other insurance -related requirements, as required in Agency Supplemental General Provisions Section 5-4.

SWPPP Amendments. All amendments to the SWPPP shall be completed by the Contractor's QSD in a timely manner and provided to the Engineer within 7 Calendar Days. All amendments must be signed and dated by the Contractor's QSD and directly attached to the SWPPP once accepted by the Engineer.

Accepted amendments shall be dated and logged in the SWPPP. Upon acceptance of the amendment, the Contractor shall implement the additional control measures or revised operations. The SWPPP amendment log in the SWPPP shall be maintained by the C ontractor's QSD.

The SWPPP shall also be amended if it violates any condition or has not effectively achieved the objective of reducing pollution in storm water discharges. Amendments shall show additional control measures or revised operations, including those in areas no t shown in the initially accepted SWPPP, which are required on the P roject to control Water Pollution effectively.

01 41 26 PERMIT REQUIREMENTS Date Printed: September 3, 2024 Document Version: 1.0 Current Update: May 2023

Amendments to the SWPPP shall be submitted for review and acceptance by the Engineer in the same manner specified for the initially accepted SWPPP.

SWPPP Implementation. Upon acceptance of the SWPPP, the Contractor shall be responsible throughout the duration of the Project for installing, constructing, inspecting and maintaining the control measures included in the SWPPP and any amendments thereto and for removing and disposing of temporary control measures. Unless otherwise directed by the Engineer or specified in these supplemental provisions, the Contractor's responsibility for SWPPP implementation shall continue throughout any temporary suspension of Work ordered in accordance with Section 6 - 6, “Suspension of the Work .” Requirements for installation, construction, inspection, maintenance, removal and disposal of control measures are specified in the “Handbook” and these supplemental provisions.

Permit Registration Documents . The Contractor's QSD shall then complete final SWPPP , and other required Permit Registration Documents (PRDs), and submit them to the Engineer for review and subsequent submittal to the SWRCB via the Stormwater Multi-Application, Reporting, and Tracking System (SMARTS System).

PRD Item Responsible Party Notes
NOI Filing Agency Project Engineer/MPM
NOI Fee Agency Project Engineer/MPM
Annual Permit Fee Agency Project Engineer/MPM
Legally Responsible Person Agency Project Engineer/MPM
Assigned Signatory Agency Project Engineer/MPM
Data Submitter Contractor/QSD/QSP

SWPPP QSD
Risk Determination QSD
SWPPP Certification
Statement
QSD
SWPPP Amendments QSD Must be approved by the
Project Engineer/MPM
Site Map Contractor/QSD
BMP Exhibit/Erosion Control
Notes
Contractor/QSD
Inspections/Training Records QSP
Water Quality Monitoring
Reports
QSP
NOT Preparation and
Submittal
Contractor/QSD Submitted as part of Project
Completion Tasks. No later
than 90 Calendar Days after
Project
completion
NOT Certification Agency Project Engineer/MPM

01 41 26 PERMIT REQUIREMENTS Date Printed: September 3, 2024 Document Version: 1.0 Current Update: May 2023

Annual Report Preparation
and Submittal to SMARTS
Contractor/QSD By July 15th for prior year
period of July 1st through
June 30th
Annual Report Certification Agency Project Engineer/MPM. No later than September 1st
Non-Compliance. The Engineer may suspend the Work, as provided in Agency Supplemental General Provisions Section 6 -6, at the Contractor’s cost, if the Engineer determines that the Contractor has failed to satisfy all requirements of this Section. I f the Contractor violates any provisions of t his subsection, or if Water Pollution occurs in the Work Site for any reason, the Contractor shall immediately notify the Engineer.

The Contractor s hall also submit a written report to the Engineer describing the incident and corrective actions taken within 24 hours of the occurrence of the incident. If for any reason the Engineer detects Water Pollution before notification by the Contractor, the required written report shall also include an explanation of why the Contractor had not timely notified the Engineer.

Implementation Costs. Preparation, implementation and management of Water Pollution prevention activities are incidental to the items of Work and Agency shall not make additional payment to Contractor for these costs.

Project Completion. Within 7 Calendar Days of Project completion, the Project-specific SWPPP shall be relinquished to the Agency. In addition, the Contractor shall submit the NOT to the SWRCB. The NOT shall be submitted to the Agency at the same time it is submitted to the SWRCB.

The Contractor shall only submit the NOT once the Project has been accepted by the Agency. If the Contractor fails to submit the NOT to the SWRCB, the Contractor shall continue to be responsible for paying the annual fee associated with the “General Permit” until the NOT is submitted and accepted by the SWRCB.

PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION (NOT USED)

END OF SECTION

01 50 00 TEMPORARY FACILITIES AND CONTROLS Date Printed: September 3, 2024 Document Version: 1.0 Current Update: May 2023

01 50 00 TEMPORARY FACILITIES AND CONTROLS
PART 1 GENERAL

1.01 PAYMENT
a. Payment for field office will be made at the monthly price Bid and will include full compensation for installing and removing the field office, relocating it as may be necessary to facilitate the Project, obtaining all permits, property rental, providing utilities including, but not limited to, high speed internet service, electrical, telephone, potable water and sanitary facilities, and maintenance. The monthly rate will be paid for each full calendar month throughout the duration of the Contract that the field office, complete with all facilities and utilities, is available to the Engineer and on the Project except when the Engineer has ordered that the field office be removed from the Project.

1.02 FIELD OFFICE
a. During the performance of this Contract, Contractor shall maintain a suitable office at or near the Site which shall be the headquarters of its representative authorized to receive drawings, instructions, or other communication or articles. Any communication given to the representative or delivered at Contractor's office at the Site in the representative's absence shall be deemed to have been delivered to Contractor. b. Copies of the Drawings, Specifications, and other Contract Documents shall be kept at Contractor's office at the Site and available for use at all times. c. High speed internet service shall be provided.
d. Furnishings are subject to agency approval and shall consist of the following:

1. 1 additional standard 5’ double pedestal desk with 2 chairs

2. 1 electrostatic copier and supplies.1 refrigerator

3. 1 microwave oven

4. 1 additional plan rack
e. Water cooler to have hot and chilled water.
f. The integral sanitary facilities may be separate enclosed toilets. g. Access and 3 parking spaces for the exclusive use of the Engineer and designees shall be provided by the Contractor.
h. Provide a 24" by 36" sign affixed near the entry door with sign text proportioned as shown below and Agency seal (supplied by the Engineer). The Contractor shall perform Work and furnish materials, labor, tools, equipment or services that may be reasonably inferred as being required to produce the intended result, whether specifically called for in the Contract Documents, at no additional cost to the Agency. i. Visible, existing improvements for which no specific disposition is made on the Plans, but which interfere with the Work, shall be removed and disposed of by the Contractor with the prior approval of the Engineer.

01 50 00 TEMPORARY FACILITIES AND CONTROLS Date Printed: September 3, 2024 Document Version: 1.0 Current Update: May 2023

1.03 WATER
a. All water required for and in connection with the Work to be performed shall be provided by and at the expense of Contractor. No separate payment for water used or required will be made and all costs in connection with the water shall be included in the Bid. b. All water required for and in connection with the Work to be performed shall be furnished by and at the expense of Contractor through meters installed on hydrants. Contractor shall supply all necessary tools, hose, and pipe, or otherwise transport the wate r to the point of use and shall make its own arrangements with the appropriate water department as to the amount of water required and the time when the water will be needed.

Indiscriminate use of water so furnished will not be permitted. Special hydrant wrenches shall be used for opening and closing fire hydrants. In no case shall pipe wrenches be used for this purpose.
c. Water in reasonable amounts required for and in connection with the Work to be performed will be furnished at existing fire hydrants by Agency without charge to Contractor. Contractor shall furnish necessary pipe, hose, nozzles, and tools and shall perform all necessary labor. Contractor shall make arrangements with the appropriate water department (who will fix the time, rate, and duration of each withdrawal from the distribution system) as to the amount of water required and the time when the water will be needed. Unnecessary waste of water will not be tolerated. Special hydrant wrenches shall be used for opening and closing fire hydrants. In no case shall pipe wrenches be used for this purpose.
d. All water required for and in connection with the Work to be performed will be furnished by Agency in the vicinity of the Site without charge to Contractor, provided:
a. Contractor shall procure such water in the location and in the manner designated by Engineer.
b. Contractor at its own expense shall make authorized connections and provide means for delivering the water to the Site.
c. Contractor shall provide adequately against waste and needless use of water.

1.04 POWER
a. Contractor shall provide all power for heating, lighting, operation of Contractor's plant or equipment, or for any other use by Contractor. Temporary heat and lighting shall be maintained until the Work is accepted.
b. Construction Operations. Each Contractor shall provide all power for operation of its plant and equipment, or for any other use, except building heating and lighting. All building heating and lighting shall be provided under Contract.
c. Temporary Lighting and Heating. Contractor under Contract shall provide temporary heat and light for all buildings, to protect the Work and maintain suitable working conditions.

Temporary heat and light shall be maintained until Work under Contract has bee n accepted by Agency.

01 50 00 TEMPORARY FACILITIES AND CONTROLS Date Printed: September 3, 2024 Document Version: 1.0 Current Update: May 2023

d. When operational, the permanent heating and ventilating system and the permanent lighting system shall be used by Contractor under Contract to provide temporary heat and light. Before use of the permanent heating and ventilation system in the renovated pool administration building, Contractor shall install a filter with MERV of 8 at each return air grille in the system and remove the filter at end of construction. e. Temporary heat shall be provided when the temperature falls below 50 °F (10°C) and as otherwise required to maintain reasonable working conditions and protect all Work, materials, and equipment against damage from dampness or cold, to dry out the structure, or to maintain proper conditions for the installation and curing of materials. f. Heating equipment and fuels shall be suitable for the particular purpose and shall include adequate safety devices. Combustion type heaters shall not be used without proper venting nor in areas where such equipment might introduce a hazard. g. All enclosed areas shall be ventilated (using forced -draft equipment when necessary) as required to maintain proper conditions for workers and the Work and to avoid any accumulation of hazardous dust or fumes.
h. Power for heating, lighting, and operation of Contractor's plant and equipment in connection with the Work to be done under this Contract shall be provided by Agency without charge to Contractor, subject to the following conditions:

1. The existing heating system at each location will remain in operation and may be utilized by Contractor to the extent available.

2. Existing lighting systems at each location may be utilized by Contractor to the extent available. Any necessary additional or temporary lighting systems shall be provided by Contractor at no additional cost to Owner.

3. Power will be available at existing power panels at the locations indicated on the Drawings.

4. Power will be available at 120 volts, 60 Hz, single phase and 240/ 480 volts, 60 Hz, 3 phase.

5. Contractor at its own expense shall make authorized connections to the existing power sources and shall extend temporary service lines to the required areas.

Temporary wiring shall conform to Article 305 of the NEC.

6. Contractor shall at all times provide adequately against waste and needless use of power. Electrical power shall be used only in such quantities as will not interfere with Owner's requirements, and care shall be taken not to overload the existing facilities. Contractor shall provide any additional or temporary electrical power or power of other voltages it may require for prosecution of the Work. i. These provisions shall not be construed as a guarantee by Agency of the uninterrupted continuation of power, and interruptions beyond the control of Agency shall not be reason for claims for additional costs nor for extensions of time. Contractor shall provide, at no additional cost to Agency, any necessary power required for prosecution of the Work during such interruptions.

01 50 00 TEMPORARY FACILITIES AND CONTROLS Date Printed: September 3, 2024 Document Version: 1.0 Current Update: May 2023

1.05 SANITARY FACILITIES
a. Contractor shall furnish temporary sanitary facilities at the Site, as provided in the Contract, for the needs of all construction workers and others performing Work or furnishing services on the Project.
b. Sanitary facilities shall be of reasonable capacity, properly maintained throughout the construction period, and obscured from public view to the greatest practical extent. If toilets of the chemically treated type are used, at least 1 toilet will be furnished for each 20 persons. Contractor shall enforce the use of such sanitary facilities by all personnel at the Site.

1.06 VOICE AND DATA SERVICES – Not Used
a. XX
b. XX

1.07 CONSTRUCTION AIDS
a. Contractor shall furnish, install, maintain, and operate all construction aids required by it and its Subcontractors in the performance of the Work, except as otherwise provided in the Contract.
b. Contractor under Contract shall provide construction aids necessary for the performance of Work by other Contractors on the Project. Such construction aids shall be suitable for conditions encountered and shall include:

1. Hoists

2. Cranes

3. Temporary enclosures

4. Swing staging

5. Scaffolding

6. Temporary stairs
c. Construction aids shall be furnished without charge to the other Contractors, and all necessary erection, maintenance, and operating personnel shall be included. In the event of conflict, the Contractor furnishing the equipment shall determine priorities in the best interest of the Project.
d. The use of any plant equipment, whether furnished and installed under this Contract or not, including heating, ventilating, air conditioning, and plumbing fixtures, shall be only with Agency's written permission.

1.08 MAINTENANCE OF TRAFFIC
a. Contractor shall conduct its Work to interfere as little as possible with public travel, whether vehicular or pedestrian. Whenever it is necessary to cross, obstruct, or close roads, driveways, and walks, whether public or private, Contractor shall provide and maintain suitable and safe passage ways, detours, or other temporary expedients for the accommodation of public and private travel, and shall give reasonable notice to owners of private drives before interfering with them. Such maintenance of traffic will not be

01 50 00 TEMPORARY FACILITIES AND CONTROLS Date Printed: September 3, 2024 Document Version: 1.0 Current Update: May 2023

required when Contractor has obtained permission from the Agency and tenant of private property, or from the authority having jurisdiction over public property involved, to obstruct traffic at the designated point.
b. In making open-cut street crossings, Contractor shall not block more than one-half of the street at a time. Whenever possible, Contractor shall widen the shoulder on the opposite side to facilitate traffic flow. Temporary surfacing shall be provided as nec essary on shoulders.
c. Detours. Where required by the authority having jurisdiction thereover that traffic be maintained over any C onstruction Work in a public street, road, or highway, and the traffic cannot be maintained on the alignment of the original roadbed or pavement, Contractor shall, at its own expense, construct and maintain a detour around the Construction Work. Each detour shall include a bridge across the pipe trench and all necessary barricades, guardrails, approaches, lights, signals, signs, and other devices and precautions necessary for protection of the Work and safety of the public.

1.09 BARRICADES AND LIGHTS
a. All streets, roads, highways, and other public thoroughfares which are closed to traffic shall be protected by effective barricades on which shall be placed acceptable warning signs. Barricades shall be located at the nearest intersecting public highway or street on each side of the blocked section.
b. All open trenches and other excavations shall have suitable barricades, signs, and lights to provide adequate protection to the public. Obstructions, such as material piles and equipment, shall be provided with similar warning signs and lights. c. All barricades and obstructions shall be illuminated with warning lights from sunset to sunrise. Material storage and conduct of the Work on or alongside public streets and highways shall cause the minimum obstruction and inconvenience to the traveling public. d. All barricades, signs, lights, and other protective devices shall be installed and maintained in conformity with applicable statutory requirements and, where within railroad and highway rights-of-way, as required by the authority having jurisdiction thereover.

1.10 FENCES
a. All existing fences affected by the Work shall be maintained by Contractor until completion of the Work. Fences which interfere with construction operations shall not be relocated or dismantled until written permission is obtained from the owner of the fence, and the period the fence may be left relocated or dismantled has been agreed upon.

Where fences must be maintained across the construction easement, adequate gates shall be installed. Gates shall be kept closed and locked at all times when not in use. b. On completion of the Work across any tract of land, Contractor shall restore all fences to their original or to a better condition and to their original locations.

01 50 00 TEMPORARY FACILITIES AND CONTROLS Date Printed: September 3, 2024 Document Version: 1.0 Current Update: May 2023

1.11 PROTECTION OF PUBLIC AND PRIVATE PROPERTY
a. Contractor shall protect, shore, brace, support, and maintain all underground pipes, conduits, drains, and other underground construction uncovered or otherwise affected by its construction operations. All pavement, surfacing, driveways, curbs, walks, buildings, utility poles, guy wires, fences, and other surface structures affected by construction operations, together with all sod and shrubs in yards, parkways, and medians, shall be restored to their original condition, whether within or outside the easeme nt. All replacements shall be made with new materials.
b. Contractor shall be responsible for all damage to streets, roads, highways, shoulders, ditches, embankments, culverts, bridges, and other public or private property, regardless of location or character, which may be caused by transporting equipment, materials, or workers to or from the Work Site or any part of it, whether by Contractor or its Subcontractors. Contractor shall make satisfactory and acceptable arrangements with the owner of, or the agency or authority having jurisdiction over, the damaged property concerning its repair or replacement or payment of costs incurred in connection with the damage.
c. All fire hydrants and water control valves shall be kept free from obstruction and available for use at all times.

1.12 DAMAGE TO EXISTING PROPERTY
a. Contractor will be held responsible for any damage to existing structures, Work, materials, or equipment because of its operations and shall repair or replace any damaged structures, Work, materials, or equipment to the satisfaction of, and at no additional cost to, Agency.
b. Contractor shall protect all existing structures and property from damage and shall provide bracing, shoring, or other work necessary for such protection.

1.13 TREE AND PLANT PROTECTION
a. All trees and other vegetation which must be removed to perform the Work shall be removed and disposed of by Contractor; however, no trees or cultured plants shall be unnecessarily removed unless their removal is indicated on the Drawings. All trees and plants not removed shall be protected against injury from construction operations. b. Trees considered by Engineer to have any significant effect on construction operations are indicated on the Drawings and those which are to be preserved are so indicated. c. Contractor shall take extra measures to protect trees designated to be preserved, such as erecting barricades, trimming to prevent damage from construction equipment, and installing pipe and other Work by means of hand excavation or tunneling methods. Such trees shall not be endangered by stockpiling excavated material or storing equipment against their trunks.

01 50 00 TEMPORARY FACILITIES AND CONTROLS Date Printed: September 3, 2024 Document Version: 1.0 Current Update: May 2023

d. When injuring or removal of trees designated to be preserved cannot be avoided, or when removal and replacement is indicated on the Drawings, each tree injured beyond repair or removed shall be replaced with a similar tree of the nearest size possible. e. All trimming, repair, and replacement of trees and plants shall be performed by qualified nursery workers or horticulturists.

1.14 SECURITY
a. Contractor shall be responsible for protection of the Site, and all Work, materials, equipment, and existing facilities thereon, against vandals and other unauthorized persons.
b. No claim shall be made against Agency by reason of any act of an employee or trespasser, and Contractor shall make good all damage to Agency’s property resulting from Contractor's failure to provide security measures as specified. c. Security measures shall be at least equal to those usually provided by Agency’s to protect Agency’s existing facilities during normal operation, but shall also include such additional security fencing, barricades, lighting, watchman services, and other measures as required to protect the Site.

1.15 ACCESS ROADS
a. Contractor shall establish and maintain temporary access roads to various parts of the Site as required to complete the Project. Such roads shall be available for the use of all others performing work or furnishing services in connection with the Project.

1.16 PARKING
a. Contractor shall provide and maintain suitable parking areas for the use of all workers and others performing Work or furnishing services in connection with the Project, as required to avoid any need for parking personal vehicles where they may interfere with public traffic, Agency’s operations, or construction activities.

1.17 NOISE CONTROL
a. Sensitive neighbors to the work site include the Carlsbad High School and residents across the street. Contractor shall take reasonable measures to avoid unnecessary noise. Such measures shall be appropriate for the normal ambient sound levels in the area during working hours. All construction machinery and vehicles shall be equipped with practical sound-muffling devices, and operated in a manner to cause the least noise consistent with efficient performance of the Work.

1.18 DUST CONTROL
a. Contractor shall take reasonable measures to prevent unnecessary dust. Earth surfaces subject to dusting shall be kept moist with water or by application of a chemical dust suppressant. When practicable, dusty materials in piles or in transit shall be cove red to prevent blowing dust.

01 50 00 TEMPORARY FACILITIES AND CONTROLS Date Printed: September 3, 2024 Document Version: 1.0 Current Update: May 2023

1.19 TEMPORARY DRAINAGE PROVISIONS
a. Contractor shall provide for the drainage of storm water and such water as may be applied or discharged on the Site in performance of the Work. Drainage facilities shall be adequate to prevent damage to the Work, the Site, and adjacent property. b. Existing drainage channels and conduits shall be cleaned, enlarged, or supplemented as necessary to carry all increased runoff attributable to Contractor's operations. Dikes shall be constructed as necessary to divert increased runoff from entering adjacent property (except in natural channels), to protect Agency’s facilities and the Work, and to direct water to drainage channels or conduits. Ponding shall be provided as necessary to prevent downstream flooding.

1.20 EROSION CONTROL
a. Contractor shall prevent erosion of soil on the Site and adjacent property resulting from its construction activities. Effective measures shall be initiated prior to the commencement of clearing, grading, excavation, or other operation that will disturb the natural protection.
b. Work shall be scheduled to expose areas subject to erosion for the shortest possible time, and natural vegetation shall be preserved to the greatest extent practicable. Temporary storage and construction buildings shall be located, and construction traffic routed, to minimize erosion. Temporary fast-growing vegetation or other suitable ground cover shall be provided as necessary to control runoff.

1.21 POLLUTION CONTROL
a. Contractor shall prevent the pollution of drains and watercourses by sanitary wastes, sediment, debris, and other substances resulting from construction activities. No sanitary wastes shall be permitted to enter any drain or watercourse other than sanitary sewers.

No sediment, debris, or other substance shall be permitted to enter sanitary sewers, and reasonable measures shall be taken to prevent such materials from entering any drain or watercourse.

1.22 PEST CONTROL – Not Used
a. XX

1.23 RODENT CONTROL – Not Used
a. XX
PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION (NOT USED)

END OF SECTION
Exhibit 3
Sept. 10, 2024
Item #8 Page 11 of 15
Feb. 7,2023
Kyle Lancaster
Parks & Recreation Director
Parks & Recreation Department
City of Carlsbad
799 Pine Ave.

Carlsbad, CA 92008
C Cityof
Carlsbad
SUBJECT: CD 2023-0003 (PUB2023-0004) - MONROE STREET POOL REPLACEMENT PROJECT The City Planner has completed a review of your application for a Consistency Determination, CD 2023- 0003, which is a modification to CUP-158, a conditional use permit approved in 1979 for construction of a municipal pool complex at 3401 Monroe Street (APN: 205-140-36). The pool, adjacent to Carlsbad High School and completed in 1982, needs renovation and replacement work to address degraded finishes, building code requirements and sound attenuation.

CD 2023-0003 considers those proposed modifications as provided in Capital Improvement Program Project No. 4724, Concept 3. This third design concept includes an expansion of the pool plus other enhancements as listed below .

After careful consideration of the request, the City Planner has determined that the request meets all the findings below and APPROVES this request. The proposed modifications include :

1. Expansion of pool for larger swimming area (50% more lanes) and water polo competitions

2. New 8-foot-tall wall with gates along Monroe Street side to reduce sound from the pool

3. Larger pool deck with lockers

4. New exterior deck showers and renovated locker rooms

5. More shade structures and bleachers

6. Larger parking lot through the addition of seven new parking spaces

7. New entrances including an outdoor option that will no longer require passing through the locker rooms

8. Reconfigured lobby, new first aid/administration offices and meeting/event room

9. Replacement of pool tile, plaster, piping, pool deck, drainage, pumps and filters

10. New building with mechanical room and family restrooms

11. Separate mechanical room access for service vehicles to reduce parking lot impacts for users

12. Replacement of existing solar water heating system and installation of rooftop solar panels to generate electricity

13. Enhancement of equipment storage space

14. New service area and trash enclosure
Community Development Department
Planning Division I 1635 Faraday Avenue Carlsbad, CA 92008-7314 I 442-339-2600 www.carlsbadca .gov Sept. 10, 2024
Item #8 Page 12 of 15
CD 2023-0003 (PUB2023-0004) - MONROE STREET POOL REPLACEMENT PROJECT Feb. 7,2023
Pa e 2
For comparison, the table below provides the square footages of the approved, existing and proposed components of Monroe Street Pool. While the original CUP and Environmental Impact Report (EIR-380) approved a facility with an Olympic-sized swimming pool and 180 parking spaces on a nearly five-acre site, the site area and improvements ultimately developed were much smaller. EIR-380 was certified by the City Council on July 19, 1977.

Monroe Street Pool - Comparison of Approved, Existing, and Proposed Component Sizes Approved (CUP-158) Existing Proposed Mod ifications
Pool 15,000 sf 6,950 sf 10,200 sf
Parking 180 spaces 49 spaces 56 spaces
Administration/locker 3,040 sf 3,500 sf
room building 8,500 sf Equipment and family 1,150 sf 2,200 sf restroom building
Notes:
• All numbers are approximate .
• "sf"= square feet
• The original approval described the two buildings currently existing as a single building. With proposed modifications, combined building size (5,700 sf) is approximately 2,800 square feet fewer than that approved.

For a Discretionary Permit Consistency Determination to be approved, all the following findings must be made. Accordingly, a demonstration of compliance with each finding is provided in bold.

1. No project condition, feature, facility or amenity is changed or deleted that had been considered essential to the project's design, quality, safety or function. The project would maintain and improve the key features of the Monroe Street Pool as originally approved in 1979 by enhancing its design, quality, safety and function. Built in 1982 and last renovated in 2009, the project would implement recommendations of a facility needs assessment study conducted in 2017 and would incorporate staff recommendations to attenuate facility noise, respond to recreational programming interests, modernize amenities, improve energy efficiency, and renovate, replace and expand as necessary and appropriate facility buildings and the pool itself.

2. The request represents an upgrade in overall design features and or materials and improves upon the project's compatibility with the surrounding neighborhood. The project would include a new 8- foot wall with gates facing Monroe St. to attenuate pool noise. In addition, new service, trash and parking areas are along the north side of the pool facility, adjacent to the Carlsbad High School football stadium, and no closer to residences than the existing pool buildings. The only residences nearby are located east and across Monroe St. from the project. Otherwise, Monroe Street pool is bordered by the high school to the north, south, and east.

3. The proposed revision does not change the density or boundary of the subject property. No change is proposed to the Monroe Street Pool property boundaries. (Note: The current size and shape Sept. 10, 2024
Item #8 Page 13 of 15
CD 2023-0003 (PUB2023-0004) - MONROE STREET POOL REPLACEMENT PROJECT Feb. 7,2023
Pa e 3
of the property are different than that considered with the original project approval in 1979.

Renovation and expansion of Carlsbad High School in the late 2000s, including an enlarged and reoriented football stadium, required the reconfiguration of the pool property. This was facilitated by a land swap between Carlsbad Unified School District and the city. This land swap is discussed in Planning Commission Resolution 6522, which found the action consistent with the General Plan and which was adopted Jan. 9, 2009.)

4. The proposed revision does not involve the addition of a new land use not shown on the original permit. While the project enhances, relocates, and in some cases expands existing land uses, it would not add any new uses to the site.

5. The proposed revision does not rearrange the major land uses within the development. Project features would enlarge, enhance and relocate/rep/ace some current features; however, the location of primary components of the facility, such as the parking lot, buildings, and pool and deck area, would not substantially change either in purpose or location.

6. The proposed revision does not create changes of greater than ten percent provided that compliance will be maintained with the applicable development standards of the Carlsbad Municipal Code. As described, project improvements would be under the pool size, parking space number and building sizes originally approved.

7. The proposed change will not result in any significant environmental impact, and/or require additional mitigation in that on July 19, 1977, the City Council certified the Environmental Impact Report (EIR-380} for the Monroe Street Pool, at the time identified as the "community swimming pool.
11 The project is within the scope of the prior environmental document and no further environmental documentation is required per CEQA Guidelines Section 15162. All applicable mitigation measures contained in the prior environmental document have either been satisfied previously and/or were made conditions of approval of the project's approved conditional use permit {CUP-158). The certified environmental impact report and mitigation measures are on file for review at the Planning Division.

8. The proposed change would not result in any health, safety or welfare impacts. The project would improve upon existing pool features and address degraded finishes, building code requirements and sound attenuation. The project would improve the use and/unction of the site through enhancements such as renovated locker rooms, improved facility entrances and updated pool infrastructure. Improvements would result in upgrades to facility accessibility and safety, including emergency egress.

9. There were not any major issues or controversies associated with the original project which would be exacerbated with the proposed change. Review of the project's original conditional use permit and its environmental impact report did not identity major issues or controversies. However, some public comments did express traffic, parking, and noise concerns. CUP-158 does contain conditions to address neighborhood impacts. These conditions limit competition events to daylight hours, restrict pool use between the hours of 9 p.m. and 6 a.m. to reduce noise, and require a solid masonry wall around the pool facility. These restrictions remain in force, and the project seeks to improve compatibility through a new 8-foot-tall sound attenuating wall with gates along Monroe St. With regards to parking, the project would not exacerbate parking Sept. 10, 2024
Item #8 Page 14 of 15
CD 2023 -0003 (PUB2023-0004) - MONROE STREET POOL REPLACEMENT PROJECT Feb. 7, 2023 •
Pa e 4
demand. Typically, multiple spaces are available in the facility's parking lot during operating hours, and the parking lot is proposed to expand by seven spaces. As a facility situated adjacent to a high school and residential area, some pool patrons walk or ride bicycles to the facility . On occasions when competitive or special events are held, parking demand may exceed parking lot capacity. like high school football games, these events are often held after school when parking in the high school parking lot is available.

10. The proposed change would not be readily discernable to the decision makers as being substantially different from the project as originally approved in that the improvements would remain under the square footages, areas, and parking space numbers originally approved. Also, no changes are proposed to the boundaries, configuration, or area of the site. The replacement and relocation of the equipment building with a new equipment/family restroom building would be in the same general location as the existing equipment building, would remain 1 detached from the adjacent administration/locker room building, and would generally continue that building's setback and appearance from Monroe St. The approximate 460-square foot expansion of the administration/locker room building would occur on the poolside of the building and would not be visible to the street.

Therefore, the City Planner has determined that the application qualifies for a consistency determination with the approved permit and approves the changes to the project based on Planning Division Administrative Policy No. 35.

Please submit two (2) blueline copies (24" X 36") of all applicable exhibits for the project file of the amended site plan. The copies must be submitted, stamped "Consistency Determination," and signed by the City Planner prior to issuance of any grading or building permits for the project. The Consistency Determination Title Block stamp, and other Title Block stamps, can be downloaded from the City's website at https ://www.carlsbadca .gov/departments/community-development/permits-applications­ forms/planning-applications-forms. The Title Block (stamp) is located at the bottom of the page.

Sept. 10, 2024
Item #8 Page 15 of 15
CD 2023-0003 (PUB2023-0004) - MONROE STREET POOL REPLACEMENT PROJECT Feb. 7,2023
Pa e 5
NOTICE
Please take NOTICE that approval of your project includes the "imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to for convenience as "fees/exactions." You have 90 days from the date of final approval to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedure set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition.

You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity charges, nor planning, zoning, grading or other similar application processing or service fees in connection with this project; NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired.

This decision may be appealed by you or any other member of the public to the Planning Commission within ten days of the date of this letter. Appeals must be submitted in writing to the Planning Division at 1635 Faraday Avenue in Carlsbad, along with a payment of $847. The filing of such appeal within such time limit shall stay the effective date of the order of the City Planner until such time as a final decision on the appeal is reached.

If you have any questions regarding this matter, please feel free to contact your project planner, Scott Donnell at 442-339-2618.

CITY OF CARLSBAD •

ERIC LARDY, AICP
City Planner
EL:SD:JC
c: Laserfiche/File Copy
Data Entry
All Receive - Agend~ Item# ~
For the Information of the:

Date i O 2! CA CC -'£.

CllY C~UNCI
C: M _L_ ~ DCM (3) ✓
September 10, 2024
Council Memorandum
To:

From:

Via:

Honorable Mayor Blackburn and Members of the City Council Laura Rocha, Deputy City Manager, Administrative Services Zach Korach, Finance Director ~
Geoff Patnoe, Assistant City Manager ~
{city of
Carlsbad
Re: Additional Materials Related to Staff Report Item No. 8 - Advertise for Bids for the Monroe Street Pool Renovation and Replacement Project and Appropriate Construction Funding (CIP Project No. 4724) - (District 1)
This memorandum provides information related to a typographical error in agenda Item No. 8, Advertise for Bids for the Monroe Street Pool Renovation and Replacement Project and Appropriate Construction Funding (CIP Project No. 4724).

Measure J authorized the city to spend up to $24 million, adjusted annually based on the regional const ruction cost index. This index tracks inflation specifically for the construction industry . The regional construction cost index for 2023 was 9.4%. On page 4 of the staff report, the funds authorized in today's dollars are inaccurately stated as $25.02 million . Applying the 2023 regional construction cost index of 9.4% to the 2022 approved project spending limit of $24 million results in a current authorized spending limit of $26.25 million . cc: Scott Chadwick, City Manager
Cindie McMahon, City Attorney
Paz Gomez, Deputy City Manager, Public Works
Laura Rocha, Deputy City Manager , Administrative Services Gary Barberio, Deputy City Manager , Community Services Kyle Lancaster, Parks and Recreation Director
Zach Korach, Finance Director
Administrative Services Branch
Finance Department
1635 Faraday Avenue I Carlsbad, CA 92008 I 442-339-2430 t Tammy Cloud-McMinn
From:

Sent:

To:

Subject:

Alexandra Cipparone <[email protected] >
Thursday, September 5, 2024 1 :24 PM
City Clerk
Monroe improvement comment
All Receive -Agenda Item # _8_
For th e Infor mation of t he:

CITY COUNCIL
Date~ CA ......- cc ~
CM .......-ACM - ocM (3) ✓ - - -
Please avoid painting the exterior of the facilities a bright and reflective color. The current light blue is so optic that it's really hard to see without wearing sunglasses.

Thanks!
Sent from my iPhone
CAUTION: Do not open attachments or click on links unless you recognize the sender and know the content is safe. 1 Tammy Cloud-McMinn
From:

Sent:

To:

Subject :

Shauna Hurst <[email protected] >
Friday, September 6, 2024 8:12 PM
City Clerk
Sept 10 - Agenda Item #8
Mayor and Council Members -
As a long-time Carlsbad residen t I strongly urge all council members to vote in favor of approving Resolution #8 to move forward with the Monroe Pool Renovations . My·daughter is a Carlsbad High School freshman water polo player and it would be fabulous for her to finish her senior year in a newly renovated pool!
Shauna Hurst
CAUTION: Do not open attachments or click on links unless you recognize the sender and know the content i 1 Tammy Cloud-M cMinn
From:

Sent:

To:

Subject:

Steven Jendrusina <[email protected]>
Monday, September 9, 2024 1:12 PM
City Clerk
Alf Receive - Agenda Item # E:,,
For the Information of the: •

CITY COUNCIL
Date9/!i);2i CA ~ CC v
CM ✓ ACM _JC... DCM{3} ./
MONROE STREET POOL - YES! to building a great new facility Hi City Clerk and Representatives!
Thank you for your review and consideration of the new Monroe Street Pool construction . I am writing this email in FULL SUPPORT of the construction of the larger pool as outlined for the 9/1 O meeting.

As a local Carlsbad resident, 0.4 miles from MSP, I have witnessed the power of community building the pool has created. I have 8 and 1 O year old boys. The 1 O year old is an active Carlsbad Water Polo player and the 8 year old is on the verge of starting. This year a group of at least 50 Carlsbad WP players/kids descended on Northern Cal to participate in Junior Olympics. There were probably 200 family (community members) that made the trek . Not only did the 200 Carlsbad faithful watch their own kids play, but there was a tremendous effort to watch the games of other members .

I personally came away with at least 1 O new family friends on the back of this one trip.

Of course , a larger pool expands the network of these amazing families.

I attended Newport Harbor HS (Newport Beach) as a boy and was lucky enough to have a 50meter pool at our disposal. This enabled a youth water polo program that was 2-3 times the size of the Carlsbad program and directly correlated to the ability to run 2-3 times the training . **A 33M pool as proposed would enable double the training at any given time. Allowing both polo and swimming to be done at the same time . Dramatically increasing the competitive capability of our student athletes.

Thank you for listening and for your representation. If you would like to have a verbal conversation, please never hesitate to reach out.

Steve Jendrusina
858-336 -0058
[email protected]
CAUTION: Do not open attachments or click on links unless you recognize the sender and know the content i 1 Tamm y Cloud-McMinn
From:

Sent:

To:

Subject:

Darin Mingo <[email protected]>
Monday, September 9, 2024 3:44 PM •
City Clerk
Monroe Street Pool Improvements - WE SUPPORT
Please share this message with the City Council.

All Receive - Agenda Item# Z
For the Information of the:
. ~IT'f_~OUNCIL
Date~ CA ~ cc::::.._
CM .,,,- ACM ~ DCM{3) ~
My name is Darin Mingo and I am a 3+ year Carlsbad resident as well as a lifelong waterman . Along with my . wife and 3 school age children, we utilize the Carlsbad Community Pools (both Alga Norte and Monroe) and realize their importance to the community. Our oldest, Kaikea, currently plays water polo for Carlsbad Water Polo Club with the intention of playing for Carlsbad High School next year. He spends plenty of time in the Monroe Pool. My wife and I will occasionally get our lap swimming in as well during a practice if the open lanes aren't too crowded. Expanding the pool would benefit our family, our local teams, our high school, and our community!
While we realize the pool will be out of commission during construction and may cause short-term hardships for teams/swimmers that would otherwise be using the pool, there will always be a (growing) need for more pool time availability. Our son's team(s) may need to make adjustments, but our almost 10 year old twins should be able to enjoy the expanded pool by the time they get to high school.

We support the pool improvements!
Sincerely,
Darin Mingo & Antoinette (Toni), Kaikea, Hana, and Seira CAUTION: Do not open attachments or click on links unless ou recognize the sender and know the content i safe.
1 Tammy Cloud-McM inn
From:

Sent:

To:

Subject:

Dear City Council,
njansson [email protected]
Monday, September 9, 2024 9:38 PM
City Clerk
Monroe Street New Pool .

I am a 21 year resident of Carlsbad. We have 2 children (Freshman and Sophomore) that attend Carlsbad High School and play water polo for the school and a local club .

Carlsbad is a prominent coastal city with a highly desired school district . Our family has visited multiple Southern California schools and Carlsbad seems to be on the very low end of pool amenities. Since the Monroe pool was built in 1982 the population has grown from roughly 35K to 115K+. Let me remind you that the name of our city comes from a spa and "bad" means to bathe/ swim in European counties . Why are we not embracing this? Based on population growth alone, the Monroe pool should already be expanded and the city should be planning another to keep up with recreational needs and sporting events. New developments within Carlsbad are higher density and often offer small splash pools rather than lap pools. I speculate that more residents would swim if more facilities were built . Limited parking and small pool areas make swimming less attractive. It should also be noted that Carlsbad beaches are disappearing and no major efforts have been made on that subject. This also contributes to the need for future pool space .

After the recent Monroe pump disaster, selfishly, my first thought was "let them build the pool after my kids are done with high school" . This is due to how long it took to get the pump and get it installed . The pool was down for over six months and had a huge impact on local recreational swimmers, high school aquatics program, water polo, swim team, etc . Our quality of life shifted for the worse due to more driving, less pool time, no home games or swim meets , and some residents simply couldn't make it over to Alga during the limited available times .

My biggest concern is the duration of construction listed as 18 months. Understanding the scope as an engineer and contractor, I contend that this facility can be built in as little as six months from demo to pool opening. The city should place large liquidated damages on the schedule and offer an incentive for contractors to shorten the construction time. Find a way to award the contract based on a time commitment rather than just low bid .

In conclusion, the Monroe Pool expansion is long overdue and lets make it the least impact to our community by getting it done as quickly as possible .

Nick Jansson
529 Halsing Court
CAUTION: Do not open attachments or click on links unless you recognize the sender and know the content i 1 Tammy Cloud-McMinn
From:

Sent:

To:

Cc:

Subject:

Dear Sherry,
Mark Wilke <[email protected]>
Tuesday, September 10, 2024 12:01 PM
City Clerk
'[email protected]'; '[email protected]'
New Monroe Street Pool
All Receive - Agenda Item # 8
For the Information of the:
_ f]T)'_COUNCIL
Dat~ CA v---cc ...::::­
CM ~ ACM vl> CM (3)..:::::

As a many years Carlsbad resident who has always felt that the City of Carlsbad has done a very good job creating infrastructure with excellent parks around the city, I am hoping to see that excellence continue with a new facility at the Monroe Street pool location with a new, larger pool and complex.

My family has enjoyed using the Carlsbad Parks for years including the pools at Alga Norte and Monroe Street, currently my older son is playing on the Frosh/Soph water polo team at Carlsbad Hight School, and my younger son is playing club water polo with the Carlsbad team . Additionally, my wife and I also swim laps when we can.

As you are no doubt aware, pool time is very difficult to come by due to the lack of pool space, especially during times when the pools are down with pump issues, etc., so often Carlsbad residents end up having to go elsewhere to get pool time, or young children are forced to swim during practice times late at night, especially on school nights.

Given how the city has grown, and how the residents are avid users of Carlsbad parks and pools, creating additional modernized pool space for residents seems like a no-brainer to bring the pool system up to a level with the rest of the park system, plus, with all of the high density housing going up around all over the city, additional capacity is a necessity, not a luxury!
I can not attend the city council meeting tonight, though I know many people in the Carlsbad swim community are planning to be there, but will you please relay to the Mayor and City Council how important a new and larger pool facility at Monroe Street is!
Thank you!
Best Regards,
/Vl o.,yJv w. w i.lk.,e,,
Mark W. Wilke
CEO/CFO/President
[email protected]
760-477-0858 (Office)
ENAQUA
1350 Specialty Drive, Suite D/F
Vista, CA 92081
CAUTION: Do not open attachments or click on links unless ou recognize the sender and know the content i safe.
1 Tammy Cloud-McMinn
From:

Sent:

To:

Subject:

Vishal Amin <[email protected] >
Tuesday, September 10, 2024 12:20 PM
City Clerk
Strong Support for Monroe Street Pool (MSP) Improvement Project **Subject: Strong Support for Monroe Street Pool (MSP) Improvement Project ** Dear City Clerk and Members of the City Council ,
I am writing to express my wholehearted support for the Monroe Street Pool (MSP) improvement project , which will be reviewed by the City Council on September 10th . As a long-time Carlsbad resident and a parent deeply engaged in the community, I have seen firsthand the vital role this facility plays in the lives of countless families, including my own. The proposed renovations are not just necessary; they are a crucial investment in the future of Carlsbad, benefiting both its residents and the local economy . **The Proven Success of Past Projects **
The success of Alga Norte Community Park serves as a shining example of how investment in public recreational spaces can enhance both community engagement and economic development . Alga Norte's cutting-edge design, top-tier amenities , and welcoming environment have become a major draw, significantly increasing local and regional visitation . It has become a hub not only for recreational activities but also for competitive events, boosting the local economy through increased tourism and patronage of nearby businesses. The Monroe Street Pool holds similar potential-its redevelopment can drive the same kind of success , turning an aging facility into a modern corners tone for our community . **Economic Impact and Long-Term Benefits**
Beyond the immediate improvement in services and community access , the Monroe Street Pool renovation will generate tangible long-term economic benefits. The inclusion of energy-efficient systems such as the replacement solar water heating system and rooftop solar panels will reduce operational costs , contributing to Carlsbad's commitment to sustainability . Additionally , upgrading the pool's filtration systems and infrastructure will minimize maintenance expenses over time, offering substantial savings for the city . The expansion and modernization of the facility will also position Monroe Street Pool as a venue capable of hosting larger events, from swim meets to community gatherings , further driving economic activity in our area.
** Prioritizing Commun ity Needs**
It is essential to recognize that the voters of Carlsbad have already identified this project as a priority. The approved funds reflect the collective voice of the community , which understands the critical need for this improvement . The current facility, having served us for over four decades , is increasingly strained .

Without timely investment, the pool will continue to degrade , leading to higher repair costs, potential safety concerns , and missed opportunities to serve the residents of Carlsbad . In contrast , a revitalized Monroe Street Pool will provide a space that meets the needs of families , students , and athletes for generations to come .
**A Personal Connection **
1 For my family, the Monroe Street Pool has been more than a place to swim-it has been a cornerstone of our daily life and a space where my children have learned invaluable life lessons. From time management to discipline, the pool has provided a setting for personal growth that extends far beyond the water. The pool has also been integral in supporting Carlsbad High School's athletic success, helping cultivate young talent that excels both in sports and academics . The facility's impact on the youth of Carlsbad cannot be overstated.
**A Call to Invest in Our Future**
I strongly urge the City Council to support this important project . The Monroe Street Pool has been a key asset to our community for over 40 years, and with these necessary improvements, it will continue to serve as an invaluable resource for future generations. This investment will not only enhance the quality of life for all Carlsbad residents but will also strengthen the economic and social fabric of our city.

Thank you for your time and consideration of this crucial project. I am confident that the City Council will recognize the transformative potential of this investment.

Sincerely,
VishalAmin
Carlsbad Resident
CAUTION: Do not open attachments or click on links unless you recognize the sender and know the content i safe.
2 Steven Stewart, Municipal Projects Manager
Zach Korach, Finance Director
Kyle Lancaster, Parks & Recreation Director
Sept. 10, 2024
Monroe Street Pool
Renovation/Replacement Project
-- -
{city of
Carlsbad

RECOMMENDED ACTION
Adopt a resolution approving the Monroe Street
Pool Renovation and Replacement Project’s plans,
specifications and contract documents,
appropriating $18,158,361 in construction funding,
and authorizing the City Clerk to advertise the
project for construction bids
I T E M 8 : M O N R O E S T R E E T P O O L
2 {city of
Carlsbad
TODAY’S PRESENTATION
• Facility summary
• Past actions
• Public input
• Project description
• Voter approval
• Fiscal analysis
• Next steps
I T E M 8 : M O N R O E S T R E E T P O O L
3 {city of
Carlsbad

FACILITY SUMMARY
• 42 years old
– It offers lap and rec swim, physical
education and swim instruction
– It requires significant repairs and
upgrades to remain operational
and code compliant
4 I T E M 8 : M O N R O E S T R E E T P O O L
4 {city of
Carlsbad

PAST ACTIONS
APRIL 9, 2019
Authorized agreement
with LPA, Inc. for design
JAN. 26, 2021
Approved Concept 3
and directed staff to
pursue ballot measure
APRIL 26, 2022
Directed staff to prioritize
maintenance and repairs to
keep the facility functioning
FEB. 22, 2022
Deferred ballot measure
to Nov. 8 general election
JUNE 21, 2022
Placed ballot measure
on Nov. 8 general election
I T E M 8 : M O N R O E S T R E E T P O O L
OCT. 11, 2022
Adopted Strategic Plan
(included pool project
as a priority project)
FEB. 14, 2023
Amended agreement
with LPA, Inc. for final
design, plans and specs
DEC. 13, 2022
Declared results of Nov. 8
election (included passage of
Measure J on pool project)
SEPT. 26, 2023
Adopted Parks & Recreation
Master Plan Update (included
pool project as strategic action)
I T E M 8 : M O N R O E S T R E E T P O O L
JUNE 18, 2024
Adopted FY25 Capital
Improvement Program
(included pool project)

PUBLIC INPUT
• Input from neighbors and pool users
helped the design team create 3 options

1. Bare minimum for ongoing operation

2. Same size pool, but modernized facility

3. Increased pool size and added features
7 7
I T E M 8 : M O N R O E S T R E E T P O O L
{city of
Carlsbad

PUBLIC INPUT
Project options presented to community
for feedback in fall 2020 included
• Features
• Timeframe to complete
• Cost
• Lifespan
8 I T E M 8 : M O N R O E S T R E E T P O O L
Monroe Street Pool Options
Pool activities
Pool shallow end slightly larger Widen pool from 25 yards to 33 meters Add more lessons and recreational swim plus water exercise classes, camps. lifeguard training and CPR 50% more lap swim lanes Host larger swimming and water polo competitions Pool deck Add pool deck lockers
New exterior deck showers Replace shade structures over bleachers Option
1 New shade structures with solar panels over bleachers and on other side of pool larger pool deck
Buildin (s)
Renovate locker rooms
larger lobby
New entrances, including outdoor option (don't nttd to go through locker rooms) Meeting/event/birthday
party room New trash enclosure, service area and storage area Mechanics/operations Replace 1ile, plaster, piping, pool deck. drainage, pumps and filters •
Minor repair of the mechanical building roof
•
Electrical panel upgrade
•
A new 8 ft perimeter fence with steel gates to reduce sound coming from the pool Limited equipment refurbishment/ renovation needed to continue pool use • • Renovate mechanical building with new equipment Relocating and replacing mechanical building with new equipment Replace existing solar system Install rooftop photovoltaic solar panels Six new parking spaces and replace parking area asphalt Costs & Timing
Construction cos( Net annual operating cost· (cost- energ y savings and revenue from use) Expected life Construction time
*Preliminary estimate only
Option 1 $4.2 M-$4.9 M $714,973
12-lSyrspool
12- 15 yrs building
6 ~8 months
Option 2 $11.2M--$11.9M
$606,035
12-lSyrspool
15 - 20 yrs building
10-14months
{city of Carlsbad
Option
2 •
•
• • •
• •
• • • •
•
• •
Option
3 • • •
• •
• • • • •
• • • • •
• • • •
• • • •
Option 3 $15.BM--$16.SM
$555,989
12-15yrspool
15- 20 yrs building
15-20 arkin lot 12-18months

PUBLIC INPUT
Option 3 was preferred by most respondents
• More respondents were from District 1
– Opinions did not differ significantly
amongst the districts
• Wanted to make facility as good as can be
– Didn’t want to need to do more
upgrades to facility later
9 I T E M 8 : M O N R O E S T R E E T P O O L
Question S. Please rankthethr ee options fro
RanJung rn rnost to least favorite
H;ghe,i
ranking Opt10nJ - mou rnosrfavo,R:aflll9
Improvements, h,gfte:t least favo,-1::: ;
2 Opr10n2-
consr11JCtklomoderate lmpro
COStJon
9e:Stconsrn.iction t11ne 1.40
time Vffilents mid-, range cast, moderate
low.,1
ran1t/n9 3
Next Steps
Option, _ ,,
time ewen impro\l'emen
ts, lowest cast, shortes
Question 3: Please tell us how important you think the following potential changes are, with 1 being not Important and 5 being the most Important. tconsr,uetion
The folloWinl chirt shows the thre«: potent Iii I dm11es to the Monroe Street PQol th.it were most \rnportilnt to respoodents iif!d the percentile of respoodents who n,nked them il:S S (11\0f,t lrnportant). lhew Included lncrea~n& the overall ~ze of the pool {49%} mair.lmlzlng use of solilr l•~I and more ii"ailiibility for \iip swimmin1 (45") .

Most Important Changes to Monroe Street Pool
Here ilfe the th~ potential chiinges to the Monroe Street Pool th.it respondenU con~red le.151. important and the perceotage of respondeots who n,nked them as 1 toot important) .

Th~ In duded the ability to use 1¥ge i11flatable $!Ides and obstacle coursn tn the water (Sl"), building a meeting room to hold blrthdaY ~rtle s ilfld other gatherings (4M') and more s~ce to loun1eonthepool deckl36"1·
Not Important O,anges to Monroe Street Pool
---pc,oldeditD......., ...

1.78 2SO
10 33-meter pool,
15 lanes (7’ 3”)
More parking spaces
Family restrooms
Sports lighting
Shade
Exterior entrance/exit
Locker rooms, lobby, first
aid, offices, meeting space
Mechanical
room
Monroe Street Pool
11 12 ----------
Shade
More parking
Family
restrooms
Service
truck access
Mechanical
equipment
Exterior
entrance
Natural
drainage basin
Locker rooms,
office space
Solar water
heating
Sports
lighting
13 14
-----------

MEASURE J – ELECTION RESULTS
I T E M 8 : M O N R O E S T R E E T P O O L
17 District 1
Yes 6,944 57%
No 5,211 43%
District 2
Yes 6,212 53%
No 5,544 47%
District 3
Yes 6,565 48%
No 7,019 52%
District 4
Yes 6,855 48%
No 7,517 52%
Architectural Design
l
I
JL
FLOORLVT:
fll1RY lOBBY STAFF
lOUI\IGe, AIPR, FtRST AID
FLOOR TILE 1: i;· x i;· FLOOR TILE 2;

RESTROOM, CHANGING
ROOM & S/iOV,~S
MULTI

PURPOSE
ROOM
CORRiDORS
WALL TILE: uP ro 48. CARPET:
----,. -- ··, ..... . . ' .; .. . , - fl• •• •
. ; .; :F .... ~ • •
a ... t I I t
I .... •· I . ' ' ,
... ,., :,. , ... ·-. '.,,. -~
.~ ., .. ,::_. '♦ • ,.

RESTROOM. CHANGING NJIA,\'I Off/CE
ROQ\\ St«l'MRS&EXTERtOR
SHOKl:RS
STAFF
LOUNGE
PAINT:

FIELD
COU~ffER COUNTER
SURFACE 1 & PLAM1: SURFACE 1 & PLAM2:

RECEPTION DESX

WOMEN'S

SHOWER/ CHANGING
CASEWORK srm
LOUl'IC.f, MPR, FIRST AID
EXT

STORAGE
{city of
Carlsbad

VOTER APPROVAL
• Proposition H
– Over $1 million in general city funds for
certain projects requires voter approval
• Measure J placed on November 2022 ballot
18 18
I T E M 8 : M O N R O E S T R E E T P O O L
{city of
Carlsbad

MEASURE J
To spend city funds from various sources,
including the General Fund, in an amount to
exceed $1 million for the pool project, for an
estimated cost range of $22 million up to $24
million, adjusted annually by the percentage
increase in regional construction cost index
I T E M 8 : M O N R O E S T R E E T P O O L
19 {city of
Carlsbad

COST INDEX
I T E M 8 : M O N R O E S T R E E T P O O L
20 Index tracks inflation specific to construction industry 2022 Voter approved use of city funds: $24.00 million 2023 Regional construction cost index (9.4%): $2.25 million 2024 Funds approved in today’s dollars: $26.25 million 2024 Total estimated cost of project: $22.97 million
20 FISCAL ANALYSIS
Appropriations to date $4,810,764
Expenditures to date $2,348,791
Total available funding $2,461,973
Construction (estimated) $16,668,000 Construction contingency and soft costs $3,952,335
Total estimated additional project costs $20,620,335 Additional project funding needed $18,158,361

I T E M 8 : M O N R O E S T R E E T P O O L
21 ELIGIBLE FUNDING SOURCES
• Northwest Park Development (Park-In-Lieu) Fund
• Public Facilities Fund
• Infrastructure Repair and Replacement Fund
• General Capital Construction Fund
• General Fund
I T E M 8 : M O N R O E S T R E E T P O O L
22 {city of
Carlsbad

CONSIDERATIONS
• Which fund is most appropriate based on
nature of project
• What other projects may be drawing from
these funds
• Fund’s balance today and projected balance
in 5 years
I T E M 8 : M O N R O E S T R E E T P O O L
23 {city of
Carlsbad

FISCAL ANALYSIS
I T E M 8 : M O N R O E S T R E E T P O O L
24 33%
Core maintenance, repair
and refurbishment*
$$

67%
Expanding,
enhancing and
modernizing the
facility

* $ 6 million
(needed even if project for
Concept 3 is not approved)

FISCAL ANALYSIS
Staff recommend one-third of construction funding come from Infrastructure Repair and Replacement Fund and two-thirds of construction funding come from General Capital Construction Fund Infrastructure Replacement related (33%) $6,052,787 General Capital Construction related (67%) $12,105,574 Additional project funding needed $18,158,361

I T E M 8 : M O N R O E S T R E E T P O O L
25 {city of
Carlsbad

FISCAL ANALYSIS
• Operating expenses for the renovated and expanded facility are projected to increase by approximately $370,000 a year due to the facility’s increase in size, capacity, programming and maintenance costs • Staff expect this increase would be offset by an increase in revenues resulting from greater use of the facility and the implementation of fees consistent with that of the Alga Norte Aquatic Center

I T E M 8 : M O N R O E S T R E E T P O O L
26 {city of
Carlsbad

NEXT STEPS
• City Clerk will advertise the project for bids
• Staff anticipate returning to the City Council in
early 2025 to request award of a contract for the
construction and a contract for the construction
management and inspection services
I T E M 8 : M O N R O E S T R E E T P O O L
27 {city of
Carlsbad

RECOMMENDED ACTION
Adopt a resolution approving the Monroe Street
Pool Renovation and Replacement Project’s plans,
specifications and contract documents,
appropriating $18,158,361 in construction funding,
and authorizing the City Clerk to advertise the
project for construction bids
I T E M 8 : M O N R O E S T R E E T P O O L
28 {city of
Carlsbad