City of Long Beach

Department of Public Works Project Management Bureau 411 W Ocean Blvd. 5th floor, Long Beach, California 90802

October 9, 2025

NOTICE TO BIDDERS

ADDENDUM NO. 2

SPECIFICATIONS NO. R-7274

BELMONT PLAZA POOL

This addendum changes and supersedes the language in the original plans and specifications.

Please acknowledge receipt of this addendum by signing and submitting with your bids. Any bidder who fails to submit this addendum may be disqualified.

Bidders are directed to the revised Division A and revised Division C.1 Bid Form included in this Addendum for adjusted Bid Deadline dates.

Clarification of Project R-Number: The City confirms that the R-Number for the current (rebid) Specifications is R-7274. The City acknowledges that the R-Number is incorrect in various locations of the plans and specifications, including the title block of the plans and Division J of the Specifications. This discrepancy will be corrected in the final conformed “For Construction” set that will be provided to the Awarded Contractor.

Please note the following clarifications, additions, or changes:

PLANS

A list of revised plans are provided below:

• L4.00 – IRRIGATION LEGENDS

• L4.11 – IRRIGATION DETAILS

• ES101 – ELECTRICAL SITE PLAN

• E-611 – LIGHTING CONTROLS AND FIXTURE SCHEDULE

• GR-107 – EXTERIOR SIGNS

SPECIFICATIONS

A summary of specification revisions and edits is provided below:

• Table of Contents

• Division A: Notice Inviting Bids – revised to reflect an update to Bid Deadline #1 and #2

Addendum No. 2 – Specification No. R-7274

• Division C.1: Bid Documents Bid Form – revised to reflect an update to Bid Deadline #1

• Division H: General Requirements Section 7-2 Lump Sum Work Section 7-3.9 Bid Item Descriptions

• Division J: Project Manual – CSI Technical Specifications 00 01 10 Table of Contents 03 41 00 Precast Structural Concrete 13 11 00 Swimming Pools 27 51 23 Intercommunications and Program Systems

• Appendix C – revised cover sheet and addition of Geotechnical Recommendations for Demolition and backfilling Existing Pools (Shallow Play Pool and Warm-up Pool), AESCO, March 10, 2025

RESPONSES TO REQUESTS FOR INFORMATION (RFI)

Bidders shall submit pricing per the clarifications and responses below:

Question #2.001: Specification section 033063 Decorative Cast-in-Place Concrete has been omitted from the Belmont Aquatics pool rebid project specifications, but on the drawings Shaw & Son’s for Conc-1 is still sole source. Ref drawings: A-141, A-141A, A-141B, & A-611.

Response: Response to this RFI will be included in forthcoming Addendum #3.

Question #2.002: Please confirm if the Owner or General Contractor will be responsible for the cost for filling up the pool with water before owner takes over occupancy?

Response: Refer to revised Specification 131100 paragraph 1.13, included in this Addendum, for fill water quality requirements, including responsibility of costs. Since the prefabricated pools will be tested with the finishes already applied, a second fill may not be required if the watertightness test is passed on the first attempt.

Question #2.003: Please confirm if the Owner or General Contractor will be responsible for the PLA Job coordinator for the PLA program.

Response: The General Contractor will be responsible for the PLA Jobs Coordinator per Division B - Instructions to Bidders: "Furthermore, the general contractor will be required to hire a "Jobs Coordinator" to provide additional outreach efforts connecting Long Beach residents to job opportunities. The term Jobs Coordinator means an independent third-party individual, entity, or employee with whom the prime contractor enters into a contract or employs to facilitate implementation of the targeted hiring requirements of the PLA."

Question #2.004: Please confirm that a Biologist for bird nesting shall be present on site during the months of January through September will not be required.

Response: The City has engaged a qualified biologist to perform Bird Surveys during construction to comply with Special Condition #4 of the Coastal Development Permit Notice of Intent to Issue Permit (reference Division F). The Project, including the Contractor, is obligated to adhere to the findings/recommendations of the biologist during construction.

Question #2.005: Table of Contents section 03 35 40 Polished Concrete Finishing: On the previous Belmont Pool bid this section was omitted. Please confirm that this section will be omitted and will not be part of the scope of work.

Response: Confirmed.

Question #2.006: Please confirm that if the Water Treatment System is included in the Bid Item No. 2 Allowances.

Response: Confirmed.

Question #2.007: Spec Section 07 18 00 Traffic Coatings, Pedestrian Traffic was added to the contract documents. Please provide locations where spec section 07 18 00 should be applied?

Response: Section 07 18 00 of Division J is hereby removed from the Contract Documents.

Question #2.008: For the previous bid there was a Specification section 275123 Intercommunications and Program Systems that was issued with Addendum #2, it appears that this section was not included in the rebid specifications. Please confirm that this Specification section will not be included in the scope of work.

Response: Specification Section 27 51 23 Intercommunications and Program Systems, attached to this Addendum, is hereby added to Division J of the Specifications.

Question #2.009: Please confirm if the Owner’s team will require Temporary trailers, toilets etc.

for the duration of the project.

Response: Confirmed. Refer to Specifications Division H, Subdivision 8-2.1, and related provisions of the Standard Specifications.

Question #2.010: For the construction temporary fence: Please confirm if a sound barrier fabric be required, if so, provide the STC rating for the fabric.

Response: Sound barrier fabric is not required for the temporary construction fence.

Question #2.011: Please confirm that drawing AD101 DEMOLITION SITE PLAN has been omitted from the scope of work “drawings”

Response: Confirmed. Please refer to Civil plan sheet C1.20 DEMOLITION PLAN.

Question #2.012: Please confirm that Specification section 275123 Intercommunications and Program Systems has been omitted from the scope of work.

Response: Please refer to the response to Question 2.008.

Question #2.013: Please confirm if alternative designs to accommodate settlement and uplift at pool can be achieved through a combination of conventional structural and ground improvement methods?

Response: No, alternative methods have been reviewed by the design team and the structure conveyed on the documents was deemed to be the best solution for long-term performance of the structures.

Question #2.014: Please provide bearing capacity and settlement criteria as it relates to the loads imposed by the pool.

Response: The pool is supported by CIDH piles based on allowable values from project Geotechnical Report. Settlement criteria is 1" total and 1/2" differential.

Question #2.015: Sheet AQ-104 indicates that piles are to be designed for a compression load of 234 kips and a tension load of 115 kips. Please provide the Dead, Live, and Seismic Load components of these loads, or please provide the appropriate LRFD loads for structural design of these piles. Can the bid date please be extended to further evaluate the impacts of these responses. (Keller N.A.)

Response: Pile loads vary based on location. Maximum LRFD load for piles is 327 kips compression and 161 kips tension. Please refer to the Response to Question 2.020 regarding bid date extension request.

Question #2.016: Do the provided compression and tension loads correspond to the static load case? (Keller N.A.)

Response: Pile design capacities in Detail 01/AQ-104 are maximum based on multiple load cases.

Question #2.017: The geotechnical report indicates that the post-liquefaction condition will govern design. However, the compression load, tension load, and pile length in Sheet AQ-104 correspond to the static condition prior to liquefaction. Please provide appropriate loads for the post-liquefaction case to ensure that piles are designed for the critical case. (Keller N.A.)

Response: Response to this RFI will be included in forthcoming Addendum #3.

Question #2.018: Per the previous award period, it was clarified that piles could be installed via a continuous flight auger method (CFA) rather than a CIDH. There was a test pile program that was included previously and is now not required for the pool foundation piles. Please clarify if a test program is required if utilizing the CFA method or if the design values provided are sufficient to account for either CIDH or CFA installation methodology without requiring a pre-production test program. If a test program is required, please specify. (Keller N.A.)

Response: Response to this RFI will be included in forthcoming Addendum #3.

Question #2.019: Can the bid date please be extended to further evaluate the impacts of these responses. (Keller N.A.)

Response: Please refer to the revised Division A and revised Division C.1 Bid Form included in this Addendum for adjusted Bid Deadline dates.

Question #2.020: Please clarify the location in the specifications that identifies the allowable mark-up for Bid Item No. 2 and Bid Item No. 3 Allowances

Response: Markups shall be per Section 7-4.3 of Division H.

Question #2.021: Bid Documents, Deadline #1 describes Bid Item 2 as “Allowance – Dewatering, Shoring and Related Work, Testing and Permitting.” Please clarify the following:

a. Will the owner be responsible for coordinating and procuring the shoring and dewatering scope?

b. When will the subcontractors be selected for the dewatering scope? Will it be after bid award?

c. If the subcontractor will be selected after bid award, what will the process be to select the subcontractors?

d. Does the allowance include water treatment for the effluent?

Response:

a. The Contractor is responsible for the Dewatering, Shoring and Related Work, Testing and

Permitting scope as outlined in Section 7-3.9 of Division H.

b. The General Contractor is responsible for engaging subcontractor(s) as applicable to complete the dewatering scope. Identification of subcontractors is required at Bid Deadline #1 per Division C.1.

c. See answer to b. above.

d. Yes.

Question #2.022: Bid Documents, Deadline #1 describes Bid Item 3 as “Allowance – Market Volatility.” Please clarify the following:

a. Does the allowance cover escalation costs beyond 90 calendar days of bid deadline #2? If not, what is the intent of the allowance?

Response: The City will consider payments against this allowance as described in Section 7-3.9 of Division H for the duration of the Contract.

Question #2.023: Plan drawing AQ-104 Typical CIDH Pile Detail 01 shows 4 EA #7 dowels.

Please advise if it is acceptable to extend the CIDH Pile #7 vertical bars above top of pile and use HRC 555 terminator heads lieu of installing the dowels.

Response: The proposed construction is acceptable.

Question #2.024: Plan drawing AQ-104 Typical CIDH Pile Detail 01 shows 4 EA #7 dowels.

Please advise if it is acceptable to extend the CIDH Pile #7 vertical bars above top of pile and field bend them to an equivalent lap length lieu of installing the dowels.

Response: The proposed construction is not acceptable.

Question #2.025: Plan drawing AQ-104 Typical CIDH Pile Detail 01 shows 4 EA #7 dowels.

Please advise if it is acceptable to field bend the dowel 90 degree bends.

Response: The proposed construction is not acceptable.

Question #2.026: Please advise if it is acceptable to install the 24” CIDH piles using the Augercast drill method.

Response: Response to this RFI will be included in forthcoming Addendum #3.

Question #2.027: If the augercast drill method is acceptable, please clarify if a compression or tension load test will be required to prove the capacity of a proposed augercast pile alternate.

Response: Response to this RFI will be included in forthcoming Addendum #3.

Question #2.028: Specification Section 131102 Cast-In-Drilled-Hole (CIDH) Piling (Drilled Piers) Subsection 3.02C2 states, “Remove water from excavated shafts before concreting.” CIDH piles at pools will require slurry/drilling fluid and casing to stabilize the excavation. At no point will the contractor be able to remove the water to the bottom of shaft without risking heave from the bottom of excavation. Please confirm Specification section 131102 Subsection 3.02C does not apply to CIDH piles within the pool and recreational pool footprint.

Response: The Contractor is not required to remove water from the bottom of the shaft. Water will be displaced from the hole by the slurry/drilling fluid.

Question #2.029: Are the 24” CIDH piles at the pool considered “end-bearing drilled piers”?

Response: CIDH pile capacity is derived from side friction and end bearing.

Question #2.030: Please provide the digital “raw” data files for the Cone Penetration Tests (CPT).

Response: Please use the link below to access/download the Cone Penetration Test data in Excel format: https://andpen.egnyte.com/fl/PpMWTBRCQhjx https://andpen.egnyte.com/fl/PpMWTBRCQhjx

Question #2.031: Regarding Specification section 034100 PRECAST STRUCTURAL CONCRETE: Please clarify Paragraph 1.03 A - ALLOWANCES

Response: Please refer to revised Division J Specification 034100 included in this Addendum.

Question #2.032: As required in Specification section 133424 1.5 C 1a, Specialty Glazed Windscreen, please confirm that ISO Certification is to be submitted with the bid.

Response: Required certifications and qualifications stipulated in the specifications shall be submitted by the awarded contractor prior to transmittal of the related product information, deferred / delegated design.

Question #2.033: For the finish painting of the AESS Steel supporting structure for the Specialty Glazed Windscreen, please confirm that factory pre-finishing is okay if utilizing the specified coatings in lieu of field painting

Response: No exceptions taken. Touch up paint to match and be compatible with field condition.

Question #2.034: Please confirm that the scope of work for the Specialty Glazed Windscreen shall include the engineering, fabrication, supply and installation of the steel supporting structure, embeds, glazing, fittings, glazing channels, Art Glass as required for a complete installation.

Embeds to be provided for placement by others.

Response: Specification 133424 delegates the design of the entire specialty glazed windscreen to the windscreen manufacturer as defined in the specification. The work includes but is not limited to the engineering, fabrication, supply and installation of the steel supporting structure, embeds, glazing, fittings and glazing channels. See Question 2.040 Response for art glass only.

Installation of the embeds is included in the Contract and shall be coordinated by the General Contractor.

Question #2.035: Please confirm that the Specialty Glazed Windscreen provider shall determine the required glass thickness and final steel requirements for the Specialty Glazed Windscreen.

Response: Glass thicknesses and steel requirements shall be engineered by the specialty glazed windscreen provider, and shall conform to the basis of design for glass types (laminated, insulated, etc), Solar Heat Gain Coefficient, and aesthetic requirements as indicated on the A-200 series sheets and the GR series sheets for the art glass.

Question #2.036: Glass Type GL02A on drawing A-201 calls for Guardian Bird1st Etch on the #2 glass surface as there is an anti-graffiti film specified for the #1 surface. Guardian advises that the etch would be replaced by a ceramic frit if it is required to be against the laminate interlayer. Is a ceramic frit on #2 surface acceptable in lieu of Guardian Bird 1st Etch on #2?

Response: Acceptable. Ceramic frit pattern shall match Bird1st Etch pattern.

Question #2.037: Please confirm that the Specialty Glazed Windscreen subcontractor is to supply the embeds for the Windscreens vertical steel members and glazing channels as indicated on sheets A603 and A604. Installation by others.

Response: Specification 133424 requires one entity to engineer, fabricate, assemble and install the entire specialty glazed windscreen, which includes but is not limited to the vertical steel members and glazing channels. Installation is included in the Contract and shall be coordinated by the General Contractor.

Question #2.038: Please confirm that the written Qualification Statement as required in Specification Section 133424 1.4 B 2. is to be submitted with the bid.

Response: Required certifications and qualifications stipulated in the specifications shall be submitted by the awarded contractor prior to transmittal of the related product information, deferred / delegated design.

Question #2.039: The glazing channels at the base of the Specialty Glazed Windscreen are indicated to be flush with the floor finish. Please confirm if weep holes are required in the embedded glazing channels to provide drainage. Please provide spacing.

Response: Specification 133424 delegates the design of the entire specialty glazed windscreen to the windscreen manufacturer as defined in the specification. This work includes the glazing channel and any required drainage and weep holes or other means of drainage to achieve the specified performance.

Question #2.040: Please confirm that the engineering to determine the Art Glass laminated glass thickness is to be by the Specialty Glazed Windscreen subcontractor.

Response: Confirmed, Specification 133424 requires one entity to engineer, fabricate, assemble and install the entire specialty glazed windscreen with the only exception for Judson Studio to fabricate, deliver and install the art glass only per Plan Sheet GR-115.

Question #2.041: Section 034100 – 2.03.B.1.a: Please confirm if we can use local aggregate in lieu of the specified crushed buff marble.

Response: Provide the crushed buff marble per Specification 034100.

Question #2.042: Section 034100 – 2.05: Please confirm if epoxy-coated reinforcement (rebar) is required, or if standard rebar is acceptable.

Response: Response to this RFI will be included in forthcoming Addendum #3.

Question #2.043: Section 034100 – 2.10: Please confirm if it is necessary to include flyash and slag in the concrete mix. For exposed architectural finishes, these materials may result in non-uniform coloration, which could affect the intended appearance.

Response: Response to this RFI will be included in forthcoming Addendum #3.

Question #2.044: Please confirm listing City and State is acceptable on C-8 List of Subcontractors.

Response: Confirmed.

Question #2.045: Please confirm that all the RFI clarification in addendum #2, #3, and #4 of previous bid shall be applied for this re-bid.

Response: While the City and its consultants have endeavored to address all RFIs and Addenda from the prior bid period, Bidders shall base pricing for the current rebid period on the documents posted on LB Buys, Bid Solicitation PW-25-657, only.

Question #2.046: In irrigation schedule on sheet L4.00, part of controller model CS3-24-WM states it has a wall-mount enclosure, but the detail 2/ L4.10 is show pedestal controller. Please clarify.

Response: The controller itself is a wall mounted controller unit that is installed inside of the Strongbox pedestal enclosure as stated in the legend.

Question #2.047: Refer to irrigation schedule on sheet L4.00, model for dripline shall be Netafim TLHCVXR3-1205 with 0.53 GPH flow but in manufacturer website, the 0.53 GPH flow rate shall be model TLHCVXR5-1205. Please clarify.

Response: The tubing model should be TLHCVXR5-1205. Please refer to the revised Plan Sheet L4.00, included with this Addendum.

Question #2.048: In irrigation schedule on sheet L4.00, the details specified for the dripline Netafim TLHCVXR3-1205 are on sheet L4.11. However, those details are for techline EZ. Please clarify.

Response: Please refer to the revised Plan Sheet L4.11, included with this Addendum.

Question #2.049: In detail 4/ C5.00, please provide the size and type of 12" thick gravel layer at bioretention planter.

Response: Gravel layer at base of LID planter shall be 3/4" crushed rock.

Question #2.050: In the Electrical Plan, Sheet ES101(Please see attached), the Perimeter Walkway shows its a lighted Rail. Please see attached snip below.

Could you please confirm if the line highlighted in yellow are Guardrails? (Please see attached marked drawing) If so, do you have an available section details/drawings of the perimeter walkway guardrails?

Response: See Architectural Sheet A-542 for rail details and A-421, A-422 for elevations. The railing at ramps and stairs are standard handrail height. All other perimater walkway railing is detection rail height 8.5 inches.

Question #2.051: Could you please confirm if the guardrail at the perimeter walkway area are free-standing railings like the railings at Ramps and Stairs?

Response: No, the perimeter walkway is a cane detection type rail of 8.5 inch height

Question #2.052: Would you accept a Viva Standard iRAIL Linear for the lighted handrail scope?

Please see attached snip of our iRAIL Linear.

Response: The proposed alternate rail is acceptable if it meets the fixture schedule parameters:

"STANDARD HEIGHT FOR ALL RAMPS, OTHERWISE 8.5" HEIGHT AFG, HEAVY DUTY

STAINLESS STEEL 316 LED INTEGRATED CANE RAIL, MIN 100 LUMENS/FT, WILDLIFE

AMBER CCT, EXTERIOR RATED, B0-U0-G0. 277 VOLT DRIVER SHALL BE INTEGRATED

INTO VERTICAL POST SUPPORTS"

Question #2.053: Section 5-4.2.6 Builder’s Risk Insurance does not specifically outline any requirements for sub limits for “other perils” such as earthquake and flood, please confirm these sub limits are not required.

Response: Confirmed. The City does not require limits for “other perils” on Builder’s Risk Insurance coverage.

Question #2.054: If earthquake and flood sub limits are required can the Contractor determine sub limits for earthquake and flood insurance coverage based on probable maximum loss (PML) with a 475-year return period, covering all potential loss or damage until the project is completed and accepted by the client

Response: See response to Question #2.053 above.

Question #2.055: Sheet L0.01, Tree Protection Plan, shows (6) Miscellaneous Tree to be Transplanted (Existing Tree Inventory #19-23) and then reference the Planting Plans for final location. IFB Sheet L5.03, Planting Enlargement, seem to have removed these (6) Miscellaneous Trees. Are these (6) Miscellaneous Tree still to be relocated or are they to be removed. If they are to be relocated, where is there final planting location?

Response: Sheet L0.01 in the 9/2/25 Issue For Bid set shows (4) palm trees to be relocated (Existing Tree Inventory #15-18). The miscellaneous trees in question are in fact large shrubs, not trees, that are to be removed per C1.20 and not relocated.

Question #2.056: For bid submissions on the Long Beach Buys site, do GCs need to add any subs to the subcontractors tab or is the "list of subcontractors" bid form sufficient

Response: Bidders do not need to add subcontractors to the Subcontractors tab on LB Buys at bid time. A completed List of Subcontractors is to be submitted with the bid at Bid Deadline #1 per the form in Division C.1.

Question #2.057: Domestic water notes W1 call out as" installed by LBUD under separate project", is this installed by other and not under this project?

Response: Response to this RFI will be included in forthcoming Addendum #3.

Question #2.058: Domestic water notes W6 call out as "installed by LBUD ", therefore, this is by other too?

If above are the case, all domestic water and its related work are by others? Otherwise, may I know all pipes are PVC C900?

Question #2.059: Fire water notes F1 and F3, call out as" installed by contractor under separate design approved by LBUD under separate project", is this installed by other and not under this project?

Response: Response to this RFI will be included in forthcoming Addendum #3.

Question #2.060: Fire water notes F4, call out as "installed by LBUD under separate design and project" , is this installed by other and not under this project?

Response: Response to this RFI will be included in forthcoming Addendum #3.

Question #2.061: Fire water notes F6 call out " under separate permit", is this still under this project?

If above are the case, all fire water and its related work are by others? Otherwise, may I know all pipes are PVC C900?

Response: Response to this RFI will be included in forthcoming Addendum #3.

Question #2.062: May I know depth of proposed fire and domestic water depth?

Response: Response to this RFI will be included in forthcoming Addendum #3.

Question #2.063: Storm drain note SD4, may I know depth, size of rock and detail information for planting media?

Response: Response to this RFI will be included in forthcoming Addendum #3.

Question #2.064: Per Sheet G-000 & Division F, General Contractor is to submit separate permit application for various scopes. Please confirm if permit fees will be reimbursable to General Contractor or if owner will be responsible to pay permit fees?

Response: Permit fees will be paid as outlined in Section 2-2 of Division H.

Question #2.065: Please confirm that all RFIs and addendum from the initial round of bidding have been incorporated into the re-issued set of drawings and specification for the re-bid?

Response: While the City and its consultants have endeavored to address all RFIs and Addenda from the prior bid period, Bidders shall base pricing for the current rebid period on the documents posted on LB Buys, Bid Solicitation PW-25-657, only.

Question #2.066: If the previous RFIs and addendums from the first round of bidding were not incorporated into the re-issued set of plans and specifications please consider re-issuing all RFIs and Addendums from the previous round to ensure complete GC bids.

Response: Please see response to Question 2.065 above.

Question #2.067: Please provide complete and current Groundwater lab analysis for NPDES discharge permit. Current report is not adequate to provide cost.

Response: Lab analysis provided in Appendix H has been confirmed satisfactory for NPDES and Sanitary Sewer discharge. Any additional testing required will be covered by Bid Item #2 (allowance).

Question #2.068: Does the contact allowance of 2.5 million include dewatering, treatment, and shoring. If the combination of dewatering, treatment and shoring exceed the allowance amount

2.5 million, who will cover this cost.

Response: Refer to Division H, Section 7-3.9, which clearly indicates that the allowance covers dewatering, treatment and shoring, among other details. The Adjustment Clause in this section describes the City’s intent to adjust the allowance if deemed meritorious based upon the Contractor’s justifying documentation.

Question #2.069: In review of the revised Specifications 019100, Section 1.6 SYSTEMS TO BE COMMISSIONED has been reduced from the earlier RFP. The revised Specification is focused on the LEED requirements i.e., HVAC, Domestic Hot Water system, Lighting Control, and Irrigation. It does include systems outside of the LEED requirements: Pool Chemical Treatment system, Pool Equipment: Pumps and Water Temperature Control. Also 3rd Party electrical testing documentation – we assume this means to review the secondary injection of the 480V breakers to ensure the trip settings meet the short circuit study. All other system commissioning will be by others. Is our understanding of the Commissioning Scope of Work, please confirm.

Response: Per LEED requirements, pool equipment & pumps are part of the plumbing/water systems that are included for commissioning activities and should be part of commissioned systems and relevant activities, such as providing startup documentation, completion of pre-functional checklists and functional testing. It is confirmed that third party electrical testing includes verifying breakers and trip settings meet the short circuit study and associated reporting provided.

Question #2.070: The Specification refers to GLUMAC to coordinate related compliance forms.

Will they be the LEED Administrator and we provide our Commissioning Documents to them?

Response: Glumac will be acting as the Commissioning Authority, and Contractor documentation shall be submitted to Glumac for review and acceptance before submission into the LEED portal.

Question #2.071: Can we provide a VE alternative to the 7' spacing and/or 21' depth for the stone columns?

Response: This is a delegated design item, with the basis of design provided in the design documents. The final engineered solution is expected to achieve at-minimum equivalent performance to the specified system.

Question #2.072: SS-2 Mango 8268 - Avonite Solid Surface has been discontinued for some time. There is not stock available and no options similar in color. Please reselect this material.

Response: Provide Avonite Ivory 8106 only if Mango 8268 has been discontinued, as Mango 8268 appears on Avonite website as color option:

https://aristechsurfaces.com/market/architectural/avonite/colors https://aristechsurfaces.com/market/architectural/avonite/colors

Question #2.073: The current structural plans show only slab-on-grade (SOG) with no indication of topping slabs at CONC-01 locations. Please confirm if slab depressions are required for CONC- 01 and provide a slab plan showing all required depression locations.

Question #2.074: Please provide a detail showing the topping slab assembly for CONC-01, including reinforcement requirements.

Question #2.075: Sheet A-574 indicates a 2" topping slab for the radiant flooring. Typical minimum for radiant applications is 3". Please confirm if 2" is acceptable.

Question #2.076: Sheet C1.20 Demo Keynote 1 references the "Geotechnical Recommendations for Demolition and Backfilling Existing Pools (Shallow Play Pool and Warm-Up Pool" Dated March 10, 2025 Prepared by Aesco. The Geotech provided in Appendix C is dated January 17, 2025. If available, please provide March 10th Geotechnical Report.

Response: "Geotechnical Recommendations for Demolition and Backfilling Existing Pools (Shallow Play Pool and Warm-Up Pool", AESCO, March 10, 2025, is included with this Addendum and hereby added to Appendix C of the Specifications.

CONTACT: Before the Bid opening, prospective Bidders shall direct any communications regarding this Work to:

City of Long Beach, Department of Public Works Project Management Bureau 5th Floor, City Hall 411 W. Ocean Boulevard Long Beach, CA 90802 Attention: Dino D’Emilia / TidelandsCIP E-mail: ddemilia@ardurra.com / TidelandsCIP@longbeach.gov

Communications may be written or oral, but the City is not bound by any oral interpretation of the Contract Documents made by any City employee, nor does the City guarantee the accurate transcription of oral questions.

PREPARED BY: Dino D’Emilia, Consultant Project Manager

ACKNOWLEDGED BY: __________________________________________________

Company Name

Print Name Title

Signature Date mailto:ddemilia@ardurra.com mailto:TidelandsCIP@longbeach.gov

IRRIGATION NOTES

IRRIGATION EQUIPMENT SCHEDULE

LOW VOLUME IRRIGATION EQUIPMENT SCHEDULE

A

B

E

E

IRRIGATION ROTOR HEAD SCHEDULE

MODEL WATER EFFICIENT LANDSCAPE ORDINANCE COMPLIANCE

IRRIGATION MULTI-STREAM ROTARY HEAD SCHEDULE

LATERAL LINE SIZING CHART

REMOTE CONTROL VALVE KEY

SITE GRADING NOTE:

SITE IRRIGATION NOTES:

I R

R I G

A T

I O

N

L

E G

E N

D S

L4.00

550 South Hope Street

Suite 2500

Los Angeles, California

90071 USA

(213) 542-4500

WWW.HED.DESIGN

111 SW Oak Street, SUITE 200

PORTLAND, OR. 97204

503-228-3122

2464 West Port Plaza Drive, Suite 200 St. Louis, MO 63146 314.863.5717 hastingschivetta.com

600 Moulton Ave Suite 405, LA, CA, 90031

323.226.1112 | www.rotoark.com

D E S I G N E D

B Y

S F

D R A W N

B Y

S F

D E S I G N

C H E C K

B Y

S F

D R A F T I N G

C H E C K

B Y

S F

G R A P H I C

S C A L E

DRAWING NO.

SHEET

SPECS R-7274

SHEET REF.

DRAWINGS B-4835

T-2

OF

ISSUANCES

B E

L M

O N

T

B

E A

C H

A

Q U

A T

I C

S

C

E N

T E

R

B

E L

M O

N T

P

O O

L

NQ. DATE DESCRIPTION

0��02�2025 ISSUE FOR BID

Associates PLLC

10�0��2025 AFFGPFWO �2

E

E

550 South Hope Street

Suite 2500

Los Angeles, California

90071 USA

(213) 542-4500

WWW.HED.DESIGN

111 SW Oak Street, SUITE 200

PORTLAND, OR. 97204

503-228-3122

2464 West Port Plaza Drive, Suite 200 St. Louis, MO 63146 314.863.5717 hastingschivetta.com

600 Moulton Ave Suite 405, LA, CA, 90031

323.226.1112 | www.rotoark.com

D E S I G N E D

B Y

S F

D R A W N

B Y

S F

D E S I G N

C H E C K

B Y

S F

D R A F T I N G

C H E C K

B Y

S F

G R A P H I C

S C A L E

DRAWING NO.

SHEET

SPECS R-7274

SHEET REF.

DRAWINGS B-4835

T-2

OF

ISSUANCES

B E

L M

O N

T

B

E A

C H

A

Q U

A T

I C

S

C

E N

T E

R

B

E L

M O

N T

P

O O

L

NQ. DATE DESCRIPTION

0��02�2025 ISSUE FOR BID

Associates PLLC

10�0��2025 AFFGPFWO �2

I R

R I G

A T

I O

N

D

E T

A I L

S

L4.11

Techline® HCVXR END FEED LAYOUT

REMOTE CONTROL VALVE WITH

DISC FILTER AND PRV

TECHLINE® START CONNECTION

AREA PERIMETER

SEE SPECIFICATIONS

FOR ROW SPACING

PERIMETER LATERALS

2" TO 4" FROM EDGE

TECHLINE® HCVXR DRIPLINE

MANUAL FLUSH VALVE

PLUMBED TO PVC OR POLY

PVC OR POLY EXHAUST HEADER

PVC OR POLY SUPPLY HEADER

NOTE:

1. RECOMMENDED MINIMUM FILTRATION:

120 MESH

2. PRESSURE AT FLUSH VALVE SHALL BE

MIN 21.8 PSI

3. HIGH CHECK VALVE (MAX 8.5' OF

WATER (ELEVATION CHANGE))

4. REFER TO MAXIMUM LENGTH OF A

SINGLE LATERAL CHART

Techline® HCVXR CENTER FEED LAYOUT

REMOTE CONTROL VALVE WITH

DISC FILTER AND PRV

AREA PERIMETER

PERIMETER LATERALS 2"

TO 4" FROM EDGE

Techline® HCVXR DRIPLINE

SEE SPECIFICATIONS FOR ROW

SPACING

PVC OR POLY EXHAUST HEADER

PVC OR POLY SUPPLY HEADER

MANUAL FLUSH VALVE

PLUMBED TO PVC OR POLY (TYP)

Techline® START CONNECTION

PVC OR POLY EXHAUST HEADER

NOTE:

1. RECOMMENDED MINIMUM FILTRATION:

120 MESH

2. PRESSURE AT FLUSH VALVE SHALL BE

MIN 21.8 PSI

3. HIGH CHECK VALVE (MAX 8.5' OF

WATER (ELEVATION CHANGE))

4. REFER TO MAXIMUM LENGTH OF A

SINGLE LATERAL CHART

Techline® HCVXR ISLAND LAYOUT

REMOTE CONTROL VALVE WITH

DISC FILTER AND PRV

ISLAND PERIMETER

Techline® HCVXR DRIPLINE

MANUAL FLUSH VALVE

PLUMBED TO PVC OR POLY

PVC OR POLY EXHAUST HEADER

Techline® START CONNECTION

SEE SPECIFICATIONS

FOR ROW SPACING

PERIMETER LATERALS

2" TO 4" FROM EDGE

PVC OR POLY SUPPLY HEADER

NOTE:

1. RECOMMENDED MINIMUM FILTRATION:

120 MESH

2. PRESSURE AT FLUSH VALVE SHALL BE

MIN 21.8 PSI

3. HIGH CHECK VALVE (MAX 8.5' OF

WATER (ELEVATION CHANGE))

4. REFER TO MAXIMUM LENGTH OF A

SINGLE LATERAL CHART

Techline® HCVXR IRREGULAR AREAS: Triangular

MANUAL FLUSH VALVE

PLUMBED TO PVC OR POLY

Techline® START CONNECTION

AREA PERIMETER

Techline® HCVXR DRIPLINE

REMOTE CONTROL VALVE

WITH DISC FILTER AND PRV

PVC OR POLY SUPPLY HEADER

Techline® TEE

EXHAUST HEADER PVC OR POLY

PERIMETER LATERALS 2"

TO 4" FROM EDGE

SEE SPECIFICATIONS

FOR ROW SPACING

NOTE:

1. RECOMMENDED MINIMUM FILTRATION:

120 MESH

2. PRESSURE AT FLUSH VALVE SHALL BE

MIN 21.8 PSI

3. HIGH CHECK VALVE (MAX 8.5' OF

WATER (ELEVATION CHANGE))

4. REFER TO MAXIMUM LENGTH OF A

SINGLE LATERAL CHART

Techline® HCVXR LAYOUT, 1 VALVE- TOP OF SLOPE

AIR/VACUUM RELIEF VALVE (PLUMBED

TO PVC)

Techline® START CONNECTION

AREA PERIMETER

Techline® HCVXR DRIPLINE

PVC OR POLY SUPPLY HEADER

IN-LINE SPRING CHECK

VALVE

REMOTE CONTROL VALVE

WITH DISC FILTER AND PRV

PERIMETER LATERALS

2" TO 4" FROM EDGE

PVC OR POLY EXHAUST HEADER

MANUAL FLUSH VALVE

PLUMBED TO PVC OR POLY (TYP)

SLOPE

SEE SPECIFICATIONS FOR ROW SPACING

INCREASE LOW ROW SPACING BY 25% MAX

DEPENDING ON SOIL TYPE

8'-6"

MAX

8'-6"

MAX

8'-6"

MAX

TOP OF SLOPE

TOE OF SLOPE

NOTE:

1. RECOMMENDED MINIMUM FILTRATION:

120 MESH

2. PRESSURE AT FLUSH VALVE SHALL BE

MIN 21.8 PSI

3. HIGH CHECK VALVE (MAX 8.5' OF

WATER (ELEVATION CHANGE))

4. REFER TO MAXIMUM LENGTH OF A

SINGLE LATERAL CHART

5. CHECK VALVE TYPE AND SIZE SHALL

BE SPECIFIED BY ORIENTATION &

FLOW REQUIREMENTS NOT LINE SIZE.

Techline® HCVXR SUBGRADE INSTALLATION

1. 2"-3" MULCH LAYER PER PLAN WHERE OCCURS

2. FINISHED GRADE.

3. AMENDED SOIL REMOVED, STOCKPILED & REPLACED POST

TUBING INSTALL. 2"-3" FOR DG & 4"-6" FOR MULCH.

4. NETAFIM TECHLINE HCVXR DRIP TUBING

5. RIPPED/TILLED & AMENDED SUB-GRADE PER AGRONOMIC SOILS

REPORT TO A DEPTH OF 10"-12"

6. 3"-4" DECOMPOSED GRANITE PER PLAN WHERE OCCURS

4"-6"

2"-3"

* REFER TO PLANS FOR TUBING SPACING

LEGEND

1. RECOMMENDED MINIMUM

FILTRATION: 120 MESH

2. PRESSURE AT FLUSH VALVE SHALL

BE MIN 21.8 PSI

3. HIGH CHECK VALVE (MAX 8.5' OF

WATER (ELEVATION CHANGE))

4. REFER TO MAXIMUM LENGTH OF A

SINGLE LATERAL CHART

NOTE:

NOT TO SCALE DETAIL - H114

SEE "Techline® HCVXR PARKING

ISLAND LAYOUT", DETAIL

H103 FOR PLAN VIEW

OF THIS APPLICATION

Techline® HCVXR SUB-HEADER INSTALLATION

Techline® START

CONNECTION (TYP) REFER

TOCONNECTION DETAIL - XXX

Techline® HCVXR DRIPLINE

FINISH GRADE

NOTE:

1. SEE PLANS AND LEGEND FOR ALL DIMENSIONS AND Techline® HCVXR DRIPLINE SPACING.

2. RATIO OF Techline® HCVXR DRIPLINES TO START CONNECTIONS IS SHOWN AT 2:1, BUT MAY VARY

PER HYDRAULIC DEMAND ON START CONNECTIONS. SEE PLANS AND LEGEND.

COMPACTED SUBGRADE

PVC HEADER

Techline® TEE (TYP)

1. RECOMMENDED MINIMUM

FILTRATION: 120 MESH

2. PRESSURE AT FLUSH VALVE SHALL

BE MIN 21.8 PSI

3. HIGH CHECK VALVE (MAX 8.5' OF

WATER (ELEVATION CHANGE))

4. REFER TO MAXIMUM LENGTH OF A

SINGLE LATERAL CHART

NOTE:

UPUP

D W

(E) SCE SERVICE

MANHOLE

(1) - 5"C

SEE SINGLE LINE

DIAGRAM.

8' x 10' UTILITY TRANFORMER SLAB

BOX PER SCE REQUIREMENTS AND

STANDARDS. REFER TO SHEETS

A-101A and AA101A FOR FURTHER

LAYOUT DETAIL

50M POOL

(EXTERIOR)

INSTRUCT

POOL

REC POOL

SUPPORT BUILDING

MAIN

ELEC

SPORTS LIGHTING

POLE P1

EXISTING LANDSCAPE

OLYMPIC PLAZA BLVD

S T

E R

M

IN

O A

V E

EP101A

SPORTS LIGHTING

POLE P6

SPORTS LIGHTING

POLE P5

SPORTS LIGHTING

POLE P4

SPORTS LIGHTING

POLE P3

SPORTS LIGHTING

POLE P2

SEE MUSCO FIXTURE

SCHEDULE

50'-0" AFF (TYP)

MAIN SERVICE AND

METER SWITCHBOARD

'MS'

(2) - 4"C

(2) - 3"C

SEE DETAIL

2/E-502 (TYP)

PULLBOX #1

SEE SINGLE

LINE

ENTRY BUILDING

(1) - 3"C

SEE DETAIL

1/E-502

EMBEDDED LIGHT FIXTURE 'S1' IN CANE

DETECTION RAIL AS IDENTIFIED ON SHEET

A-101. TYPICAL FOR PERIMETER WALKWAY.

SEE SHEETS A-542 FOR RAIL DETAILS AND

A-421, A-422 FOR ELEVATIONS

LINEAR RAIL

EMBEDDED LIGHT

FIXTURE (TYP)

LINEAR RAIL

EMBEDDED LIGHT

FIXTURE (TYP)

(TYP)S1

S1

S1

S1

S1

S1

S2

S1

(TYP)

(E) LIGHT POLE

SEE CIVIL DRAWINGS

(TYP)

S5

S5A

S5

S5

S5

S5

S5 30' AFG

30' AFG

S5

S5 30' AFG

25' AFG

(TYP)

EXISTING

EAST POOL

NOT IN

SCOPE

X1

7'-8" AFF

(TYP)

X1

X1X1

X1

S6

40' AFG

S6

40' AFG

(E) LIGHT

POLE

(E) LIGHT

POLE

(E) LIGHT

POLE

(E)

RELOCATED

LIGHT POLE

(E) LIGHT

POLE

(E) LIGHT

POLE

(E) LIGHT

POLE

X1

X1

X1

L3

SEE EP101C FOR

IRRIGATION

CONTROLLER POWER

S1

S1

S1

L1 - 11

L1 - 11

L1 - 3

INV-1 - 2 L1 - 6 L1 - 6

L1 - 7

L1 - 7

L1 - 7

L1 - 10

L1 - 5

L1 - 5

L1 - 4

L1 - 5

L1 - 4

L1 - 4

L1 - 1

L1 - 1

L1 - 1

L1 - 1

INV-1 - 1

INV-1 - 1

INV-1 - 1

INV-1 - 1

L1 - 3

L1 - 3

L1 - 3

INV-1 - 3

INV-1 - 3

L1 - 2

L1 - 2 L1 - 2

L1 - 10

L3 - 5

L3 - 5

L3 - 5

L3 - 5

L3 - 5

L3 - 5 L1 - 10

S5A

J

J

J

J

J

J

J J

JJ

J

JJJ

J

J J

J

J

J

J

J

J

JJ

JJJJJJJJJJJJJJJJJJJJ

J

J

J

J

J J

(TYP)

S5

J

L3 - 6J

J

L3

L3 - 7 L3 - 7 L3 - 7 L3 - 7 L3 - 7 L3 - 7 L3 - 7 L3 - 7 L3 - 7 L3 - 7

L3 - 6

L3 - 7

L3 - 7

L3 - 7

L3 - 7L3 - 7L3 - 7L3 - 7L3 - 7L3 - 7L3 - 7L3 - 7L3 - 7L3 - 7

L3 - 7

L3 - 7

L3 - 7

L3 - 5

L3 - 5

L3 - 6

L3 - 6 L3 - 6 L3 - 6L3 - 6

L3 - 6

L1 - 10

L1 - 10 L1 - 10

L1 - 13

L1 - 13

L1 - 13

L1 - 13

L3

L3 - 5L3 - 5L3 - 5L1 - 10

L1 - 10

S5A

S5A

S5A

S5A

30'

AFG

25' AFG

(TYP)

L3 - 1 L1 - 10

L1 - 13

L1 - 10 L3 - 6

L3 - 1

L3 - 1

PULLBOX #2

SEE SINGLE

LINE

ES101

(EXTERIOR)

S2 S2 S2

EMBEDDED LIGHT FIXTURE 'S1' IN STANDARD

HEIGHT HANDRAIL AS IDENTIFIED ON SHEET

A-101. TYPICAL FOR STAIRS AND RAMPS. SEE

SHEETS A-542 FOR RAIL DETAILS AND A-421,

A-422 FOR ELEVATIONS

E

E

ELEC YARD

MECH YARD

SUPPORT BUILDING

(T Y

P

(T Y

P

2464 West Port Plaza Drive, Suite 200

St. Louis, MO 63146

314.863.5717 hastingschivetta.com

600 Moulton Ave Suite 405, LA, CA, 90031

323.226.1112 | www.rotoark.com

D E S

IG

N E D

B Y

D R A W N

B Y

D E S

IG

N

C H E C K

B Y

D R A F T

IN

G

C H E C K

B Y

G R A P H

IC

S C A L E

DRAWING NO.

SHEET

SPECS R-7274

SHEET REF.

DRAWINGS B-4835

T-2

OF

ISSUANCES

:2 :3

P M

A u to d e s k

D o c s C O B e lm o n t B e a c h

A q u a ti c

C tr

R e d e s ig n

C O E le c H E D .r v t

S B a n i

S B a n i

G .P a lo d y

G .P a lo d y

E le c tr ic a l S it e P la n

B E

L M

O N

T B

E A

C H

A Q

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IC

S C

E N

T E

R

B E

L M

O N

T P

O O

L

ES101

N

1" = 20'-0"

ELECTRICAL SITE PLAN

550 South Hope Street Suite 2500 Los Angeles, California

90071 USA

(213) 542-4500

WWW.HED.DESIGN

KEYED NOTES

BUILDING SURFACE LINEAR EXTERIOR DOWN LIGHTING.

SEE ARCHITECTURAL MOUNTING DETAIL. (TYP)

BUILDING LINEAR LED PTFE UPLIGHTING. MOUNTED ON LEDGE

ABOVE CMU. SEE ARCHITECTURAL MOUNTING DETAILS ON

SHEET A-532. (TYP)

PROVIDE (2) 3" CONDUITS FROM BLEACHER CANOPY

STRUCTURE CAPPED AT MAIN SWITCHBOARD IN ELECTRICAL

YARD.

RELOCATE ADJACENT EXISTING JUNCTION BOX AS NECESSARY

TO MAINTAIN CONTINUITY FOR EXISTING LIGHT POLES ON THE

SAME CIRCUIT.

JUNCTION BOX REFERS TO CONNECTION TO POWER SUPPLY.

EXTEND CIRCUIT AND PROVIDE CONNECTION TO RAIL POST-

MOUNTED POWER SUPPLY FOR ILLUMINATED RAIL. MAXIMUM

DISTANCE FOR POWER SUPPLY IS APPROX 20'. REFER TO

MANUFACTURER RECOMMENDATIONS.

PROVIDE CIRCUIT FOR SIGN LIGHTING PER SIGNAGE SHEETS

GR-107 AND GR-108. PROVIDE SEPARATE LIGHT SWITCH FOR

SIGNAGE IN THE CONTROL OFFICE.

SEE ARCHITECTURAL DOOR SCHEDULE. THE DOOR(S) SHALL

OPEN IN THE DIRECTION OF EGRESS AND BE EQUIPPED WITH

LISTED PANIC HARDWARE PER (110.26(C)(3))

1/8" = 1'-0"

ENLARGED PLAN - MAIN ELECTRICAL

SERVICE YARD

No. DATE DESCRIPTION

09/02/2025 ISSUE FOR BID

E 10/09/2025 ADDENDUM #2

BREAK ROOM, STORAGE, MULTIPURPOSE

CEILING OCCUPANCY SENSOR

LIGHTING CONTROL WIRING DIAGRAM

TYPICAL MALE & FEMALE RESTROOM

LIGHTING CONTROL WIRING DIAGRAM

RPD

277V FEED

(EMERGENCY)

277V FEED

(NORMAL)

WALL WASH

FIXTURE (TYP.)

SEE LIGHTING FIXTURE

SCHEDULE

LIGHTING FIXTURE

DESCRIPTION PRODUCT #SYMBOL

SEE LIGHTING FIXTURE

SCHEDULE

WALL WASH FIXTURE

RPD

M

RPD

277V FEED

(NORMAL)

BRG

CAT6

(TYP.)

EPDBRG

BRG NETWORK BRIDGE NLIGHT NBRG 8 KIT OR EQUIV

NORMAL CIRCUIT ROOM CONTROLLER

WITH 0-10V DIMMING

NLIGHT NPP16D

OR EQUIV

ELECTRICAL /MDF ROOM

LIGHTING CONTROL WIRING DIAGRAM

ON/OFF RAISE LOWER

SINGLE ZONE WALL

SWITCH

ON/OFF

EMERGENCY CIRCUIT ROOM CONTROLLER NLIGHT EPP16 OR EQUIVEPD

TO

NETWORK

BRIDGE

TO

NETWORK

BRIDGE

277V FEED

(EMERGENCY)

BRG

CAT6

(TYP.)

TO

NETWORK

BRIDGE

EPD

OFFICES, OPEN OFFICE, STAFF ROOM,

LIGHTING CONTROL WIRING DIAGRAM

o s

RPD

277V FEED

(NORMAL)

BRG

TO

NETWORK

BRIDGE

ON/OFF RAISE LOWER

2-ZONE WALL SWITCH

ZONE 1

ZONE 2

ON/OFF

OS

ON/OFF WALL SWITCH

OCCUPANCY SENSOR

LOCKERS AND LARGE RESTROOMS

LIGHTING CONTROL WIRING DIAGRAM

RPD

277V FEED

(NORMAL)

BRG

TO

NETWORK

BRIDGE

o s

$os ON/OFF WALL SWITCH OCCUPANCY SENSOR o s

ON/OFF & RAISE/LOWER WALL SWITCH NLIGHT NPODMA DX OR

EQUIVALENT

OCCUPANCY SENSOR NLIGHT NCM PDT 9 OR EQUIVM

BUILDING

NETWORK

NETWORK

SEGMENT

MANAGER

(ELEC ROOM)

TO HANDRAIL

LIGHTING

LIGHTING

CONTROL PANEL

(ELEC ROOM)

AREA

CONTROLLER

TO INDOOR

LIGHTING

FIXTURES

TO SITE POLE

MOUNT LIGHTING

(NOT SPORTS)

TO EXTERIOR

BUILDING LIGHTING

NETWORK SEGMENT MANAGER WITH

ASTRONOMICAL TIME CLOCK /

SCHEDULING CAPABILITY.

DEMAND RESPONSE CAPABILITY

DESCRIPTION

LIGHTING CONTROL PANEL RELAY SCHEDULE

RELAY

RAIL LIGHTING ENTRANCE1

RAIL LIGHTING SOUTH - WEST

SITE POLE LIGHTING - NORTH, DECK

RAIL LIGHTING NORTH - EAST

ENTRY BUILDING EXTERIOR AND SIGNAGE7

SITE POLE LIGHTING - EAST

SITE POLE LIGHTING - SOUTH - WEST

SPARE

SPARE

SPARE

SPARE

SPARE

PHOTOCELL

/ DAYLIGHT

SENSORS

2464 West Port Plaza Drive, Suite 200

St. Louis, MO 63146

314.863.5717 hastingschivetta.com

600 Moulton Ave Suite 405, LA, CA, 90031

323.226.1112 | www.rotoark.com

D E S

IG

N E D

B Y

D R A W N

B Y

D E S

IG

N

C H E C K

B Y

D R A F T

IN

G

C H E C K

B Y

G R A P H

IC

S C A L E

DRAWING NO.

SHEET

SPECS R-7274

SHEET REF.

DRAWINGS B-4835

T-2

OF

ISSUANCES

:2 :3

P M

A u to d e s k

D o c s C O B e lm o n t B e a c h

A q u a ti c

C tr

R e d e s ig n

C O E le c H E D .r v t

S B a n i

S B a n i

G .P a lo d y

G .P a lo d y

L ig h ti n g C o n tr o ls a n d F ix tu re S c h e d u le

B E

L M

O N

T B

E A

C H

A Q

U A

T

IC

S C

E N

T E

R

B E

L M

O N

T P

O O

L

E-611

550 South Hope Street Suite 2500 Los Angeles, California

90071 USA

(213) 542-4500

WWW.HED.DESIGN

NOT TO SCALE1

AREA LIGHTING CONTROL

DIAGRAMS

INTERIOR -LIGHTING FIXTURE SCHEDULE

Type Mark Description

CONSTRUCTION

LIGHT

SOURCE

Color

Temperature

(CCT)

ELECTRICAL PRODUCT

DESCRIPTION MOUNTING CRI VOLT WATTS W/ft MFR Model

A1 4FT LINEAR SURFACE LIGHT -

UTILITY AREAS

LINEAR PENDANT SURFACE 90 3500 K 277 V 30 W 7.5 LITHONIA ZL1N L48 5000LM FST

MVOLT 35K 80 CRI

A3 4FT LINEAR DIRECT INDIRECT

FIXTURE

LINEAR PENDANT SUSPENDE

D

90 3500 K 277 V 30 W 7.5 FINELITE HP-4-ID-4FT-H-B-935-TG-F-96

LG-277-SC-FC10

R1 RECESSED LIGHT WET LISTED

SHOWERS

4" DOWNLIGHT RECESSED 90 3500 K 277 V 12 W PRESCOLITE LTR-4RD-H-SL10L-DM1-LTR4

D-T-SH-SL-35K-9

W2 2FT LINEAR WALL SURFACE

MOUNT

LINEAR WALL MOUNT, WITH INTEGRAL OCCUPANCY/ DAYLIGHT

SENSORS FOR FIXTURES NOTED ON PLANS

SURFACE

WALL

HORIZONTA

L

80 3500 K 277 V 15 W SELUX L60-1C45-935-BW-W-02-BL-U-

DIM-S3

W3 LINEAR TAPE LED, SURFACE

MOUNT CHANNEL FOR ENTRY LID

LIGHTING

CORE

ARCHITECTURAL

LSMW50HF OR EQUIVALENT

X1 EXIT EXIT SIGN, EDGE-LIT, RED LETTERING, 1-SIDED WALL 0 0 K 277 V 5 W LITHONIA EDG 1 R EL WM

SPORTS LIGHTING FIXTURE SCHEDULE (MUSCO)

LIGHTING FIXTURE SCHEDULE - ADD ALTERNATE BLEACHER AND RESTROOMS ON EL101A

Type Mark Description

CONSTRUCTION

LIGHT

SOURCE

Color

Temperature

(CCT)

ELECTRICAL PRODUCT

DESCRIPTION MOUNTING CRI VOLT WATTS W/ft MFR Model

A1 4FT LINEAR SURFACE LIGHT -

UTILITY AREAS

LINEAR PENDANT SURFACE 90 3500 K 277 V 30 W 7.5 LITHONIA ZL1N L48 5000LM FST

MVOLT 35K 80 CRI

S5A POLE AREA LIGHT RECTANGULAR AREA LED, POLE MOUNTED, TYPE IV

DISTRIBUTION, ON/OFF DIMMING, MINIMUM 10,000 LUMNES

ALUMINIMUM, DARK BRONZE FINISH.

FOR FIXTURES NOT MOUNTED ON SPORTS LIGHTING POLES,

PROVIDE 25' POLE, 4.5-INCH SQUARE, STRAIGHT, ALUMINUM

WITH UV-RESISTANT POWDER COATING, WITH BASE FOR

MOUNTING TO CONCRETE FOUNDATION. DARK BRONZE

FINISH. LIGMAN ADP160140 OR EQUIVALENT

SQUARE

POLE

80 3000 K 277 V 105 W LIGMAN LIGHTING DE-20003-T4-W30

W2 2FT LINEAR WALL SURFACE

MOUNT

LINEAR WALL MOUNT, WITH INTEGRAL OCCUPANCY/

DAYLIGHT SENSORS FOR FIXTURES NOTED ON PLANS

SURFACE

WALL

HORIZONTAL

80 3500 K 277 V 15 W SELUX L60-1C45-935-BW-W-02-BL-U-

DIM-S3

NOTES:

1. SEE PERFORMANCE-BASED SPECIFICATION DIVISION 26 5668 FOR

SPORTS LIGHTING 'S3'.

EXTERIOR- LIGHTING FIXTURE SCHEDULE

Type Mark Description

CONSTRUCTION

LIGHT

SOURCE

Color

Temperature

(CCT)

ELECTRICAL PRODUCT

DESCRIPTION MOUNTING CRI VOLT WATTS W/ft MFR Model

S1 INTEGRATED RAIL LED STANDARD HEIGHT FOR ALL STAIRS AND RAMPS, OTHERWISE

8.5" HEIGHT AFG, HEAVY DUTY STAINLESS STEEL 316 LED

INTEGRATED CANE RAIL, MIN 100 LUMENS/FT, WILDLIFE AMBER

CCT, ASYMMETRIC DISTRIBUTION, EXTERIOR RATED, B0-U0-G0.

277 VOLT DRIVER SHALL BE INTEGRATED INTO VERTICAL POST

SUPORTS

-- 90 2700 K 277 V <varies> 1.5 ORGANIC RAIL HR2-LENGTH PER

PLANS-P-A-ND-A-CU-LA-E-ID

S2 LINEAR SURFACE MOUNT,

EXTERIOR WET RATED, FOR

ENTRY CANOPY AREA

LINEAR SURFACE MOUNT -- 90 3000 K 277 V 36 W 9 SELUX W60-1C35-935-NB-F-XX-WH-

DIM-EC

S3 SPORTS LIGHTING LED, SEE NOTE

1, MOUNTED 50'-0" AFG, 500W AND

900W FIXTURES, MINIMUM 67K

LUMEN, S

MUSCO TLC SERIES 500 AND 900

S5 POLE AREA LIGHT RECTANGULAR AREA LED, POLE MOUNTED, TYPE II

DISTRIBUTION, ON/OFF DIMMING, MINIMUM 10,000 LUMNES

ALUMINIMUM, DARK BRONZE FINISH.

FOR FIXTURES NOT MOUNTED ON SPORTS LIGHTING POLES,

PROVIDE 25' POLE, 4.5-INCH SQUARE, STRAIGHT, ALUMINUM

WITH UV-RESISTANT POWDER COATING, WITH BASE FOR

MOUNTING TO CONCRETE FOUNDATION. DARK BRONZE

FINISH. LIGMAN ADP160140 OR EQUIVALENT

SQUARE

POLE

80 3000 K 277 V 105 W LIGMAN LIGHTING DE-20003-T2-W30

S5A POLE AREA LIGHT RECTANGULAR AREA LED, POLE MOUNTED, TYPE IV

DISTRIBUTION, ON/OFF DIMMING, MINIMUM 10,000 LUMNES

ALUMINIMUM, DARK BRONZE FINISH.

FOR FIXTURES NOT MOUNTED ON SPORTS LIGHTING POLES,

PROVIDE 25' POLE, 4.5-INCH SQUARE, STRAIGHT, ALUMINUM

WITH UV-RESISTANT POWDER COATING, WITH BASE FOR

MOUNTING TO CONCRETE FOUNDATION. DARK BRONZE

FINISH. LIGMAN ADP160140 OR EQUIVALENT

SQUARE

POLE

80 3000 K 277 V 105 W LIGMAN LIGHTING DE-20003-T4-W30

S6 POLE AREA LIGHT RECTANGULAR AREA LED, POLE MOUNTED, TYPE ME

DISTRIBUTION, ON/OFF DIMMING, MINIMUM 10,000 LUMNES

ALUMINIMUM, DARK BRONZE FINISH.

FOR FIXTURES NOT MOUNTED ON SPORTS LIGHTING POLES,

PROVIDE 25' POLE, 4.5-INCH SQUARE, STRAIGHT, ALUMINUM

WITH UV-RESISTANT POWDER COATING, WITH BASE FOR

MOUNTING TO CONCRETE FOUNDATION. DARK BRONZE

FINISH. LIGMAN ADP160140 OR EQUIVALENT

SQUARE

POLE

80 3000 K 277 V 105 W LIGMAN LIGHTING DE-20003-ME-W30

NOT TO SCALE2

OVERALL LIGHTING CONTROL

DIAGRAMS

No. DATE DESCRIPTION

09/02/2025 ISSUE FOR BID

E 10/09/2025 ADDENDUM #2

X

TE

R

IO

R

S

IG

N S

GR-107

M ad e In

S pa ce

M ad e In

S pa ce

M ad e In

S pa ce

M ad e In

S pa ce

ADDRESS SIGN

LOCATION

II

III III

III III

III III

III III

III III

ENTRY BUILDING NORTH

1/8”=1’-0”

A

B

SIGNAGE DETAIL

1/2”=1’-0”

B

A

SIGN TYPE BN041

36’-7”

EQ. EQ. EQ. EQ.

2’-0”1’-3”

ADDRESS SIGN BN04

SEE DRAWING 1 BELOW

ADDRESS SIGN DETAIL

1/2”=1’-0”B

ADDRESS SIGN LOCATION

BUILDING ID SIGN BN03

SEE DRAWING 2 ABOVE

1’-2”

9” 10.5”

SIGN TYPE BN032

belmont plaza po ol belmo nt plaza p ool

PLINTH AREA B PLAN

1/16”=1’-0”CENTRY BUILDING NORTH

1/8”=1’-0”A

B

A

SIGN TYPE BN03

QUANTITY: 1

4” DEEP PAINTED ALUMINUM SIGN

CABINET WITH ATTACHED 3.5” DEEP

REVERSE CHANNEL HALO LIT

ALUMINUM LETTERFORMS. PIN

MOUNT LETTERS 1.5“ FROM

CABINET FACE. PAINT AND CLEAR

COAT ALL SURFACES.

ELECTRICAL TO BE 277V.

SECURE CABINET TO CANOPY

STRUCTURE. CABINET TO BE 1/8”

ALUMINUM OR AS REQD TO AVOID

OIL CANNING. NOTE 3 SEAMS ON

SIGN FACE, 10’ ALUMINUM SHEET

REQD.

NOTE:

ALL NON-REGULATORY SIGNS TO BE

SUBMITTED BY SIGN FABRICATOR UNDER

SEPERATE PERMIT.

NOTE:

ALL NON-REGULATORY SIGNS TO BE

SUBMITTED BY SIGN FABRICATOR UNDER

SEPERATE PERMIT.

P2

P1

A

SIGN TYPE BN03

QUANTITY: 1

3.5” DEEP PAINTED W/ CLEAR COAT

ALUMINUM REVERSE CHANNEL

HALO LIT ALUMINUM LETTERS.

PIN MOUNTED 1.5” FROM BUILDING

FACADE. ELECTRICAL TO BE 277V.

P2

MATTHEWS PAINT BLUE

TO MATCH PANTONE 2728C

A

SIGN CABINET

P8 CLEAR COAT

LETTERFORMS

P8 CLEAR COAT

belmont plaza poolbe l mo nt pla za p o o l

E

E

BELMONT PLAZA POOL Addendum #2

Belmont Plaza Pool Page i R-7274 / B-4835 City of Long Beach Table of Contents

CONTRACT DOCUMENTS

TABLE OF CONTENTS

DIVISION A – NOTICE INVITING BIDS

Notice Inviting Bids ...................................................................................................... A-1

DIVISION B – INSTRUCTION TO BIDDERS

Instruction to Bidders ................................................................................................... B-1

DIVISION C.1 – BID DOCUMENTS, BID DEADLINE #1

Bid Form ...................................................................................................................... C-2 Bidder Information / Signature Form ............................................................................ C-4 C01-List of Subcontractors .......................................................................................... C-7 C02-Non-collusion Declaration .................................................................................... C-9 C03-Workers Compensation Certification ..............................