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CD 2023-0003; MONROE STREET POOL REPLACEMENT; PRIORITY DEVELOPMENT PROJECT (PDP) STORM WATER QUALITY MANAGEMENT PLAN (SWQMP) FOR MONROE STREET POOL REPLACEMENT; 2025-04-11
RECORD COPY Initial Date 206.30FF 207.93FF (208.32)FF (207.93) FF POOL COPING ELEV. = 208.07 NO PA R K I N G E V C H A R G I N G O N L Y NO P A R K I N G E V C H A R G I N G O N L Y E V C H A R G I N G O N L Y E V C H A R G I N G O N L Y E V C H A R G I N G O N L Y E V C H A R G I N G O N L Y COMP A C T COMP A C T COMP A C T COMP A C T COMP A C T COMP A C T COMP A C T COMP A C T COMP A C T COMP A C T COMP A C T COMP A C T EV CHA R G I N G ONL Y EV CHA R G I N G ONL Y EV CHA R G I N G ONL Y EV CHA R G I N G ONL Y EV CHA R G I N G ONL Y EV CHA R G I N G ONL Y EV CHA R G I N G ONL Y NO PA R K I N G F U T U R E F U T U R E F U T U R E FUT U R E FUT U R E FUT U R E FUT U R E FUT U R E FUT U R E FUT U R E DMA-A 1.98 SD SD CO CO SD SD SD CO MO N R O E S T R E E T BMP-1 RD RD RD RD RD 1,854 SF 205 201 20 2 203 20 4 2 0 7 208 206 207 208 205 205204 BMP-2 208 208 20 8 20 8 SC-A SC-B SC-C SEE TRASH ENCLOSURE NOTE SC-B SC-D SD-K SD-K SD-K SD-K SD-K SD-K SD-K SD-K SD-K SD-K SD-K SD-K SD-K SD-K SD-K DMA-# X.XX LEGEND RD BMP-# OWNER PREPARED BY OFSHEET MONROE STREET POOL REPLACEMENT 3401 MONROE STREET CARLSBAD, CA 92008 1CITY OF CARLSBAD PUBLIC WORKS 1 DMA EXHIBIT Job. No. Checked by Scale 19027.10 APRIL 2025 SA RR 1"=20' Date Drawn by © LPA, Inc. This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. 949-261-1001 Office 949-260-1190 Fax LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 20100 40 1" = 20' 08 11 10 05 09 STORM DRAIN CLEANOUT RIM ELEVATION 6" ABOVE TOP OF MULCH. PLANT MATERIAL PER LANDSCAPE PLANS. FLUSH CURB, WHERE OCCURS PER GRADING PLANS. BASIN DRAIN INLET TOP OF GRATE = 9" ABOVE FINISHED GRADE OF BASIN (6" FROM TOP OF MULCH). SEE GRADING AND DRAINAGE PLANS. FINISHED GRADE OF BASIN. SEE GRADING PLAN. UNCOMPACTED SOILS. 10 11 VARIES PER PLAN 6" P O N D I N G DE P T H 0705 02 04 09 03 12 0808 18 " M I N FR E E B O A R D 3:1 MAX 3:1 MAX 06 BIOFILTRATION BASIN NTS 01 04 02 03 AGGREGATE STORAGE LAYER: 12" THICK CLASS 2 PERMEABLE ROCK PER CALTRANS SPECIFICATION 68-1.205. 6" PERFORATED SUBDRAIN WITHIN ROCK LAYER, PERFORATIONS FACING DOWN. BIOTREATMENT SOIL LAYER: NUTRIENT SENSITIVE SOIL MIX PER COUNTY OF SAN DIEGO LOW IMPACT DEVELOPMENT HANDBOOK: APPENDIX G - BIORETENTION SOIL SPECIFICATION. DEPTH OF SOIL LAYER = 18" DEEP. 12" 18" 07 STORM DRAIN OUTLET PIPE PER PLANS.12 FILTER COURSE LAYER: 4" THICK LAYER OF WASHED PEA GRAVEL. 4" 01 3" 6" 06 FLOAT RESISTANT WELL-AGED, SHREDDED HARDWOOD MULCH LAYER, 3" MINIMUM THICKNESS. BASIN LINER: TITAN 30HD RGA NON-PERMEABLE MEMBRANE, 30 MIL HDPE TEXTURED GEOMEMBRANE WOVEN REINFORCED IMPERMEABLE FABRIC LINER MANUFACTURED BY TITAN ENVIRONMENTAL CONTAINMENT, PHONE: 1-866-327-1957. ALL SEAMS TO BE HEAT WELDED/THERMALLY FUSED WITH 3' MIN. OVERLAP. 13 13 CONNECTOR PIPE SCREEN TRASH CAPTURE DEVICE, PER STORM DRAIN PLAN.14 14 13 Us e t h e f o l l o w i n g t a b l e f o r T a b u l a r D M A S u m m a r y DMA-A 1.98 1.42 72 B 0.70 3,016 BMP-1 BF-2 POC-1 1.98 1.42 72 0.70 3,016 11.98 Attachment 1c Harvest and Use Feasibility Screening Checklist Form K-7 Appendix K: Forms and Checklists K-2 Jan. 2023 Harvest and Use Feasibility Checklist Form K-7 1. Is there a demand for harvested water (check all that apply) at the project site that is reliably present during the wet season? Toilet and urinal flushing Landscape irrigation Other:______________ 2. If there is a demand; estimate the anticipated average wet season demand over a period of 36 hours. Guidance for planning level demand calculations for toilet/urinal flushing and landscape irrigation is provided in Section B.3.2. [Provide a summary of calculations here] 3. Calculate the DCV using worksheet B-2.1. DCV = __________ (cubic feet) 3a. Is the 36 hour demand greater than or equal to the DCV? Yes / No 3b. Is the 36 hour demand greater than 0.25DCV but less than the full DCV? Yes / No 3c. Is the 36 hour demand less than 0.25DCV? Yes Harvest and use appears to be feasible. Conduct more detailed evaluation and sizing calculations to confirm that DCV can be used at an adequate rate to meet drawdown criteria. Harvest and use may be feasible. Conduct more detailed evaluation and sizing calculations to determine feasibility. Harvest and use may only be able to be used for a portion of the site, or (optionally) the storage may need to be upsized to meet long term capture targets while draining in longer than 36 hours. Harvest and use is considered to be infeasible. Is harvest and use feasible based on further evaluation? Yes, refer to Appendix E to select and size harvest and use BMPs. No, select alternate BMPs. Note: 36-hour demand calculations are for feasibility analysis only. Once feasibility analysis is complete the applicant may be allowed to use a different drawdown time provided they meet the 80% annual capture standard (refer to B.4.2) and 96-hour vector control drawdown requirement. X Irrigation demand assuming Moderate Plant Water Use: 0.36 irrigated acre X 1470 gallons/acre = 529.2 gallons 529.2 gallons X (1 cu ft / 7.48 gallons) = 70.7 cubic feet demand 3,016 XXX X Attachment 1d Infiltration Feasibility Analysis UPDATED GEOTECHNICAL INVESTIGATION MONROE STREET POOL RENOVATION AND ADDITION 3401 Monroe Street Carlsbad, California PREPARED FOR: City of Carlsbad 1635 Faraday Avenue Carlsbad, CA 92008 PREPARED BY: Atlas Technical Consultants LLC 9085 Aero Drive, Suite B San Diego, CA 92123 May 8, 2024 9085 Aero Drive, Suite B San Diego, CA 92123 877.215.4321 | oneatlas.com May 8, 2024 Atlas No. 10573 Report No. 1R MR. STEVEN STEWART CITY OF CARLSBAD FACILITIES ENGINEERING DIVISION PUBLIC WORKS, FLEET & FACILITIES DEPARTMENT 1635 FARADAY AVENUE CARLSBAD, CALIFORNIA 92008 Subject: Updated Geotechnical Investigation Monroe Street Pool Renovation and Addition 3401 Monroe Street, Carlsbad, California Dear Mr. Stewart, In accordance with your request and our proposal No. 23-08036, Atlas is pleased to present this updated report providing our geotechnical findings and field investigation results in support of the Monroe Street Pool Renovation and Addition project. Our services included conducting supplemental geotechnical investigations, additional laboratory testing, review of the previous geotechnical recommendations provided in the former SCST report (SCST, 2019), updating our recommendations, and preparing this updated geotechnical investigation report. The updated recommendations provided herein are also based on our review of the most updated project plans and designs (City of Carlsbad, n.d.). We appreciate the opportunity to be of service on this project. Should you have any questions, please contact the undersigned at your convenience. Respectfully submitted, Atlas Technical Consultants LLC Nickey Akbariyeh, PE C88640 Doug Skinner, PG, CEG 2472 Project Engineer Principal Geologist Erick Aldrich, PE, GE 2565 Principal Engineer SD:NA:EA Distribution: Steven.Stewart@carlsbadca.gov yes yes yes X 12 0.4 (Percolation Rate) (Converted intoInfiltration Rate usingPorchet Method), PerD.2.2 and D2.2.1 (BMP with underdrain usesdefault F.S. of 2)2.5 0.16 0.25 x 2 0.25 x 3 0.25 x 2 0.25 x 1 2 0.5 x 1 0.25 x 1 0.25 x 2 1.25 2.5 Attachment 1e Design Worksheets/Calculations Category # Description i ii iii iv v vi vii viii ix x Units 1 Drainage Basin ID or Name A unitless 2 85th Percentile 24-hr Storm Depth 0.60 inches 3 Impervious Surfaces Not Directed to Dispersion Area (C=0.90) 61,982 sq-ft 4 Semi-Pervious Surfaces Not Serving as Dispersion Area (C=0.30) 8,070 sq-ft 5 Engineered Pervious Surfaces Not Serving as Dispersion Area (C=0.10) 10,851 sq-ft 6 Natural Type A Soil Not Serving as Dispersion Area (C=0.10) sq-ft 7 Natural Type B Soil Not Serving as Dispersion Area (C=0.14) 5,276 sq-ft 8 Natural Type C Soil Not Serving as Dispersion Area (C=0.23) sq-ft 9 Natural Type D Soil Not Serving as Dispersion Area (C=0.30) sq-ft 10 Does Tributary Incorporate Dispersion, Tree Wells, and/or Rain Barrels? No No No No No No No No No No yes/no 11 Impervious Surfaces Directed to Dispersion Area per SD-B (Ci=0.90) sq-ft 12 Semi-Pervious Surfaces Serving as Dispersion Area per SD-B (Ci=0.30) sq-ft 13 Engineered Pervious Surfaces Serving as Dispersion Area per SD-B (Ci=0.10) sq-ft 14 Natural Type A Soil Serving as Dispersion Area per SD-B (Ci=0.10) sq-ft 15 Natural Type B Soil Serving as Dispersion Area per SD-B (Ci=0.14) sq-ft 16 Natural Type C Soil Serving as Dispersion Area per SD-B (Ci=0.23) sq-ft 17 Natural Type D Soil Serving as Dispersion Area per SD-B (Ci=0.30) sq-ft 18 Number of Tree Wells Proposed per SD-A # 19 Average Mature Tree Canopy Diameter ft 20 Number of Rain Barrels Proposed per SD-E # 21 Average Rain Barrel Size gal 22 Total Tributary Area 86,179 0 0 0 0 0 0 0 0 0 sq-ft 23 Initial Runoff Factor for Standard Drainage Areas 0.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 unitless 24 Initial Runoff Factor for Dispersed & Dispersion Areas 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 unitless 25 Initial Weighted Runoff Factor 0.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 unitless 26 Initial Design Capture Volume 3,016 0 0 0 0 0 0 0 0 0 cubic-feet 27 Total Impervious Area Dispersed to Pervious Surface 0 0 0 0 0 0 0 0 0 0 sq-ft 28 Total Pervious Dispersion Area 0 0 0 0 0 0 0 0 0 0 sq-ft 29 Ratio of Dispersed Impervious Area to Pervious Dispersion Area n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a ratio 30 Adjustment Factor for Dispersed & Dispersion Areas 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ratio 31 Runoff Factor After Dispersion Techniques 0.70 n/a n/a n/a n/a n/a n/a n/a n/a n/a unitless 32 Design Capture Volume After Dispersion Techniques 3,016 0 0 0 0 0 0 0 0 0 cubic-feet 33 Total Tree Well Volume Reduction 0 0 0 0 0 0 0 0 0 0 cubic-feet 34 Total Rain Barrel Volume Reduction 0 0 0 0 0 0 0 0 0 0 cubic-feet 35 Final Adjusted Runoff Factor 0.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 unitless 36 Final Effective Tributary Area 60,325 0 0 0 0 0 0 0 0 0 sq-ft 37 Initial Design Capture Volume Retained by Site Design Elements 0 0 0 0 0 0 0 0 0 0 cubic-feet 38 Final Design Capture Volume Tributary to BMP 3,016 0 0 0 0 0 0 0 0 0 cubic-feet False False Automated Worksheet B.1: Calculation of Design Capture Volume (V2.0) Dispersion Area, Tree Well & Rain Barrel Inputs (Optional) Standard Drainage Basin Inputs Results Tree & Barrel Adjustments Initial Runoff Factor Calculation Dispersion Area Adjustments No Warning Messages Category # Description i ii iii iv v vi vii viii ix x Units 1 Drainage Basin ID or Name A - - - - - - - - - unitless 2 85th Percentile Rainfall Depth 0.60 - - - - - - - - - inches 3 Predominant NRCS Soil Type Within BMP Location B unitless 4 Is proposed BMP location Restricted or Unrestricted for Infiltration Activities? Restricted unitless 5 Nature of Restriction Prop. Line unitless 6 Do Minimum Retention Requirements Apply to this Project? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes yes/no 7 Are Habitable Structures Greater than 9 Stories Proposed? No yes/no 8 Has Geotechnical Engineer Performed an Infiltration Analysis? Yes yes/no 9 Design Infiltration Rate Recommended by Geotechnical Engineer 0.160 in/hr 10 Design Infiltration Rate Used To Determine Retention Requirements 0.000 - - - - - - - - - in/hr 11 Percent of Average Annual Runoff that Must be Retained within DMA 4.5% - - - - - - - - - percentage 12 Fraction of DCV Requiring Retention 0.02 - - - - - - - - - ratio 13 Required Retention Volume 60 - - - - - - - - - cubic-feet False False Automated Worksheet B.2: Retention Requirements (V2.0) Advanced Analysis Basic Analysis Result No Warning Messages Category # Description i ii iii iv v vi vii viii ix x Units 1 Drainage Basin ID or Name A - - - - - - - - - sq-ft 2 Design Infiltration Rate Recommended 0.000 - - - - - - - - - in/hr 3 Design Capture Volume Tributary to BMP 3,016 - - - - - - - - - cubic-feet 4 Is BMP Vegetated or Unvegetated? Vegetated unitless 5 Is BMP Impermeably Lined or Unlined? Lined unitless 6 Does BMP Have an Underdrain? Underdrain unitless 7 Does BMP Utilize Standard or Specialized Media? Standard unitless 8 Provided Surface Area 1,854 sq-ft 9 Provided Surface Ponding Depth 6 inches 10 Provided Soil Media Thickness 18 inches 11 Provided Gravel Thickness (Total Thickness) 12 inches 12 Underdrain Offset 3 inches 13 Diameter of Underdrain or Hydromod Orifice (Select Smallest) 6.00 inches 14 Specialized Soil Media Filtration Rate in/hr 15 Specialized Soil Media Pore Space for Retention unitless 16 Specialized Soil Media Pore Space for Biofiltration unitless 17 Specialized Gravel Media Pore Space unitless 18 Volume Infiltrated Over 6 Hour Storm 0 0 0 0 0 0 0 0 0 0 cubic-feet 19 Ponding Pore Space Available for Retention 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 unitless 20 Soil Media Pore Space Available for Retention 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 unitless 21 Gravel Pore Space Available for Retention (Above Underdrain) 0.00 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 unitless 22 Gravel Pore Space Available for Retention (Below Underdrain) 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 unitless 23 Effective Retention Depth 2.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 inches 24 Fraction of DCV Retained (Independent of Drawdown Time) 0.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ratio 25 Calculated Retention Storage Drawdown Time 120 0 0 0 0 0 0 0 0 0 hours 26 Efficacy of Retention Processes 0.13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ratio 27 Volume Retained by BMP (Considering Drawdown Time) 395 0 0 0 0 0 0 0 0 0 cubic-feet 28 Design Capture Volume Remaining for Biofiltration 2,621 0 0 0 0 0 0 0 0 0 cubic-feet 29 Max Hydromod Flow Rate through Underdrain 1.4948 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 cfs 30 Max Soil Filtration Rate Allowed by Underdrain Orifice 34.83 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 in/hr 31 Soil Media Filtration Rate per Specifications 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 in/hr 32 Soil Media Filtration Rate to be used for Sizing 5.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 in/hr 33 Depth Biofiltered Over 6 Hour Storm 30.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 inches 34 Ponding Pore Space Available for Biofiltration 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 unitless 35 Soil Media Pore Space Available for Biofiltration 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 unitless 36 Gravel Pore Space Available for Biofiltration (Above Underdrain) 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 unitless 37 Effective Depth of Biofiltration Storage 13.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 inches 38 Drawdown Time for Surface Ponding 1 0 0 0 0 0 0 0 0 0 hours 39 Drawdown Time for Effective Biofiltration Depth 3 0 0 0 0 0 0 0 0 0 hours 40 Total Depth Biofiltered 43.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 inches 41 Option 1 - Biofilter 1.50 DCV: Target Volume 3,932 0 0 0 0 0 0 0 0 0 cubic-feet 42 Option 1 - Provided Biofiltration Volume 3,932 0 0 0 0 0 0 0 0 0 cubic-feet 43 Option 2 - Store 0.75 DCV: Target Volume 1,966 0 0 0 0 0 0 0 0 0 cubic-feet 44 Option 2 - Provided Storage Volume 1,966 0 0 0 0 0 0 0 0 0 cubic-feet 45 Portion of Biofiltration Performance Standard Satisfied 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ratio 46 Do Site Design Elements and BMPs Satisfy Annual Retention Requirements? Yes - - - - - - - - - yes/no 47 Overall Portion of Performance Standard Satisfied (BMP Efficacy Factor) 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ratio 48 Deficit of Effectively Treated Stormwater 0 n/a n/a n/a n/a n/a n/a n/a n/a n/a cubic-feet Biofiltration Calculations False False False False Result False False No Warning Messages Retention Calculations Automated Worksheet B.3: BMP Performance (V2.0) False False BMP Inputs Appendix B: Storm Water Pollutant Control Hydrologic Calculations and Sizing Methods B-8 Jan. 2023 Figure B.1-1: 85th Percentile 24-hour Isopluvial Map Monroe St Pool BF-1 Biofiltration E-110 Jan. 2024 BF-1 Biofiltration Location: 43rd Street and Logan Avenue, San Diego, California Description Biofiltration (Bioretention with underdrain) facilities are vegetated surface water systems that filter water through vegetation, and soil or engineered media prior to discharge via underdrain or overflow to the downstream conveyance system. Bioretention with underdrain facilities are commonly incorporated into the site within parking lot landscaping, along roadsides, and in open spaces. Because these types of facilities have limited or no infiltration, they are typically designed to provide enough hydraulic head to move flows through the underdrain connection to the storm drain system. Treatment is achieved through filtration, sedimentation, sorption, biochemical processes and plant uptake. Typical bioretention with underdrain components include: • Inflow distribution mechanisms (e.g, perimeter flow spreader or filter strips) • Energy dissipation mechanism for concentrated inflows (e.g., splash blocks or riprap) • Shallow surface ponding for captured flows • Side slope and basin bottom vegetation selected based on expected climate and ponding depth • Non-floating mulch layer (Optional) • Media layer (planting mix or engineered media) capable of supporting vegetation growth • Filter course layer consisting of aggregate to prevent the migration of fines into uncompacted native soils or the aggregate storage layer • Aggregate storage layer with underdrain(s) • Impermeable liner or uncompacted native soils at the bottom of the facility • Overflow structure MS4 Permit Category Biofiltration Manual Category Biofiltration Applicable Performance Standard Pollutant Control Flow Control Primary Benefits Treatment Volume Reduction (Incidental) Peak Flow Attenuation (Optional) BF-1 Biofiltration E-111 Jan. 2024 Typical plan and Section view of a Biofiltration BMP MIN. 6” FREEBOARD MAX. 1:1 BF-1 Biofiltration E-112 Jan. 2024 Design Adaptations for Project Goals Biofiltration Treatment BMP for storm water pollutant control. The system is lined or un-lined to provide incidental infiltration, and an underdrain is provided at the bottom to carry away filtered runoff. This configuration is considered to provide biofiltration treatment via flow through the media layer. Storage provided above the underdrain within surface ponding, media, and aggregate storage is considered included in the biofiltration treatment volume. Saturated storage within the aggregate storage layer can be added to this design by raising the underdrain above the bottom of the aggregate storage layer or via an internal weir structure designed to maintain a specific water level elevation. Integrated storm water flow control and pollutant control configuration. The system can be designed to provide flow rate and duration control by primarily providing increased surface ponding and/or having a deeper aggregate storage layer above the underdrain. This will allow for significant detention storage, which can be controlled via inclusion of an outlet structure at the downstream end of the underdrain. Recommended Siting Criteria Siting Criteria Intent/Rationale □ Placement observes geotechnical recommendations regarding potential hazards (e.g., slope stability, landslides, liquefaction zones) and setbacks (e.g., slopes, foundations, utilities). Must not negatively impact existing site geotechnical concerns. □ An impermeable liner or other hydraulic restriction layer is included if site constraints indicate that infiltration or lateral flows should not be allowed. Lining prevents storm water from impacting groundwater and/or sensitive environmental or geotechnical features. Incidental infiltration, when allowable, can aid in pollutant removal and groundwater recharge. □ Contributing tributary area shall be ≤ 5 acres (≤ 1 acre preferred). Bigger BMPs require additional design features for proper performance. Contributing tributary area greater than 5 acres may be allowed at the discretion of the City Engineer if the following conditions are met: 1) incorporate design features (e.g. flow spreaders) to minimizing short circuiting of flows in the BMP and 2) incorporate additional design features requested by the City BF-1 Biofiltration E-113 Jan. 2024 Siting Criteria Intent/Rationale Engineer for proper performance of the regional BMP. □ Finish grade of the facility is ≤ 2%. Flatter surfaces reduce erosion and channelization within the facility. Recommended BMP Component Dimensions BMP Component Dimension Intent/Rationale Freeboard ≥ 12 inches adjacent landscape area ≥ 6 inches adjacent hardscape, 4 inches for concrete planter/box structure Freeboard provides room for head over overflow structures and minimizes risk of uncontrolled surface discharge. Surface Ponding ≥ 6 and ≤ 12 inches Surface ponding capacity lowers subsurface storage requirements. Deep surface ponding raises safety concerns. Surface ponding depth greater than 12 inches (for additional pollutant control or surface outlet structures or flow-control orifices) may be allowed at the discretion of the City Engineer if the following conditions are met: 1) surface ponding depth drawdown time is less than 24 hours; and 2) safety issues and fencing requirements are considered (typically ponding greater than 18” will require a fence and/or flatter side slopes) and 3) potential for elevated clogging risk is considered. Ponding Area Side Slopes 3H:1V or shallower Gentler side slopes are safer, less prone to erosion, able to establish vegetation more quickly and easier to maintain. Mulch ≥ 3 inches Mulch will suppress weeds and maintain moisture for plant growth. BF-1 Biofiltration E-114 Jan. 2024 BMP Component Dimension Intent/Rationale Aging mulch kills pathogens and weed seeds and allows the beneficial microbes to multiply. Media Layer ≥ 18 inches 1:1 slope maximum for edge condition A deep media layer provides additional filtration and supports plants with deeper roots. Standard specifications shall be followed. For non-standard or proprietary designs, compliance with F.1 ensures that adequate treatment performance will be provided. Underdrain Diameter ≥ 6 inches Smaller diameter underdrains are prone to clogging. Cleanout Diameter ≥ 6 inches Properly spaced cleanouts will facilitate underdrain maintenance. Design Criteria and Considerations Biofiltration with underdrain must meet the following design criteria. Deviations from the below criteria may be approved at the discretion of the City Engineer if it is determined to be appropriate: Design Criteria Intent/Rationale Surface Ponding □ Surface ponding is limited to a 24-hour drawdown time. Surface ponding limited to 24 hours for plant health. Surface ponding drawdown time greater than 24-hours but less than 96 hours may be allowed at the discretion of the City Engineer if certified by a landscape architect or agronomist. Vegetation □ Plantings are suitable for the climate and expected ponding depth. A plant list to aid in selection can be found in Appendix E.21. Plants suited to the climate and ponding depth are more likely to survive. □ An irrigation system with a connection to water supply should be provided as needed. Seasonal irrigation might be needed to keep plants healthy. Mulch (Optional) BF-1 Biofiltration E-115 Jan. 2024 Design Criteria Intent/Rationale □ A minimum of 3 inches of well-aged, shredded hardwood mulch that has been stockpiled or stored for at least 12 months is provided. Mulch will suppress weeds and maintain moisture for plant growth. Aging mulch kills pathogens and weed seeds and allows the beneficial microbes to multiply. Media Layer □ Media maintains a minimum filtration rate of 5 in/hr over lifetime of facility. An initial filtration rate of 8 to 12 in/hr is recommended to allow for clogging over time; the initial filtration rate should not exceed 12 inches per hour. A filtration rate of at least 5 inches per hour allows soil to drain between events. The initial rate should be higher than long term target rate to account for clogging over time. However an excessively high initial rate can have a negative impact on treatment performance, therefore an upper limit is needed. □ Media is a minimum 18 inches deep, meeting either of these two media specifications: Section F.3 Bioretention Soil Media (BSM) or specific jurisdictional guidance. Alternatively, for proprietary designs and custom media mixes not meeting the media specifications, the media meets the pollutant treatment performance criteria in Section F.1. A deep media layer provides additional filtration and supports plants with deeper roots. Standard specifications shall be followed. For non-standard or proprietary designs, compliance with F.1 ensures that adequate treatment performance will be provided. □ Media surface area is 3% of contributing area times adjusted runoff factor or greater. Greater surface area to tributary area ratios: a) maximizes volume retention as required by the MS4 Permit and b) decrease loading rates per square foot and therefore increase longevity. Adjusted runoff factor is to account for site design BMPs implemented upstream of the BMP (such as rain barrels, impervious area dispersion, etc.). Refer to Appendix B.1 guidance. BF-1 Biofiltration E-116 Jan. 2024 Design Criteria Intent/Rationale □ Where receiving waters are impaired or have a TMDL for nutrients, the system is designed with nutrient sensitive media design (see fact sheet BF-2). Potential for pollutant export is partly a function of media composition; media design must minimize potential for export of nutrients, particularly where receiving waters are impaired for nutrients. Filter Course Layer □ A filter course is used to prevent migration of fines through layers of the facility. Filter fabric is not used. Migration of media can cause clogging of the aggregate storage layer void spaces or subgrade. Filter fabric is more likely to clog. □ Filter course is washed and free of fines. Washing aggregate will help eliminate fines that could clog the facility and impede infiltration. □ Filter course calculations assessing suitability for particle migration prevention have been completed. Gradation relationship between layers can evaluate factors (e.g., bridging, permeability, and uniformity) to determine if particle sizing is appropriate or if an intermediate layer is needed. Aggregate Storage Layer □ Class 2 Permeable per Caltrans specification 68-1.025 is recommended for the storage layer. Washed, open-graded crushed rock may be used, however a 4-6 inch washed pea gravel filter course layer at the top of the crushed rock is required. Washing aggregate will help eliminate fines that could clog the aggregate storage layer void spaces or subgrade. □ The depth of aggregate provided (12-inch typical) and storage layer configuration is adequate for providing conveyance for underdrain flows to the outlet structure. Proper storage layer configuration and underdrain placement will minimize facility drawdown time. Inflow, Underdrain, and Outflow Structures □ Inflow, underdrains and outflow structures are accessible for inspection and maintenance. Maintenance will prevent clogging and ensure proper operation of the flow control structures. □ Inflow velocities are limited to 3 ft/s or less or use energy dissipation methods. (e.g., riprap, level spreader) for concentrated inflows. High inflow velocities can cause erosion, scour and/or channeling. BF-1 Biofiltration E-117 Jan. 2024 Design Criteria Intent/Rationale □ Curb cut inlets are at least 12 inches wide, have a 4-6 inch reveal (drop) and an apron and energy dissipation as needed. Inlets must not restrict flow and apron prevents blockage from vegetation as it grows in. Energy dissipation prevents erosion. □ Stormdrain inlets shall be placed a minimum of 4-inch above the finish grade of basin (top of mulch) Inlets must not restrict flow and prevent blockage from vegetation as it grows in. □ Underdrain outlet elevation should be a minimum of 3 inches above the bottom elevation of the aggregate storage layer. A minimal separation from subgrade or the liner lessens the risk of fines entering the underdrain and can improve hydraulic performance by allowing perforations to remain unblocked. □ Minimum underdrain diameter is 6 inches. Smaller diameter underdrains are prone to clogging. □ Underdrains are made of slotted, PVC pipe conforming to ASTM D 3034 or equivalent or corrugated, HDPE pipe conforming to AASHTO 252M or equivalent. Slotted underdrains provide greater intake capacity, clog resistant drainage, and reduced entrance velocity into the pipe, thereby reducing the chances of solids migration. □ An underdrain cleanout with a minimum 6- inch diameter and lockable cap is placed every 250 to 300 feet as required based on underdrain length. Properly spaced cleanouts will facilitate underdrain maintenance. □ Overflow is safely conveyed to a downstream storm drain system or discharge point Size overflow structure to pass 100-year peak flow for on-line infiltration basins and water quality peak flow for off-line basins. Planning for overflow lessens the risk of property damage due to flooding. Conceptual Design and Sizing Approach for Storm Water Pollutant Control Only To design bioretention with underdrain for storm water pollutant control only (no flow control required), the following steps should be taken: 1. Verify that siting and design criteria have been met, including placement requirements, contributing tributary area, maximum side and finish grade slopes, and the recommended media surface area tributary ratio. 2. Calculate the DCV per Appendix B based on expected site design runoff for tributary areas. BF-2 Nutrient Sensitive Media Design E-124 Jan. 2024 BF-2 Nutrient Sensitive Media Design Some studies of bioretention with underdrains have observed export of nutrients, particularly inorganic nitrogen (nitrate and nitrite) and dissolved phosphorus. This has been observed to be a short-lived phenomenon in some studies or a long term issue in some studies. The composition of the soil media, including the chemistry of individual elements is believed to be an important factor in the potential for nutrient export. Organic amendments, often compost, have been identified as the most likely source of nutrient export. The quality and stability of organic amendments can vary widely. The biofiltration media specifications contained in the County of San Diego Low Impact Development Handbook: Appendix G -Bioretention Soil Specification (June 2014, unless superseded by more recent edition) and the City of San Diego Low Impact Development Design Manual (page B-18) (July 2011, unless superseded by more recent edition) were developed with consideration of the potential for nutrient export. These specifications include criteria for individual component characteristics and quality in order to control the overall quality of the blended mixes. As of the publication of this manual, the June 2014 County of San Diego specifications provide more detail regarding mix design and quality control. The City and County specifications noted above were developed for general purposes to meet permeability and treatment goals. In cases where the BMP discharges to receiving waters with nutrient impairments or nutrient TMDLs, the biofiltration media should be designed with the specific goal of minimizing the potential for export of nutrients from the media. Therefore, in addition to adhering to the City or County media specifications, the following guidelines should be followed: 1. Select plant palette to minimize plant nutrient needs A landscape architect or agronomist should be consulted to select a plant palette that minimizes nutrient needs. Utilizing plants with low nutrient needs results in less need to enrich the biofiltration soil mix. If nutrient quantity is then tailored to plants with lower nutrient needs, these plants will generally have less competition from weeds, which typically need higher nutrient content. The following practices are recommended to minimize nutrient needs of the plant palette: • Utilize native, drought-tolerant plants and grasses where possible. Native plants generally have a broader tolerance for nutrient content, and can be longer lived in leaner/lower nutrient soils. • Start plants from smaller starts or seed. Younger plants are generally more tolerant of lower nutrient levels and tend to help develop soil structure as they grow. Given the lower cost of smaller plants, the project should be able to accept a plant mortality rate that is somewhat higher than starting from larger plants and providing high organic content. 2. Minimize excess nutrients in media mix BF-2 Nutrient Sensitive Media Design E-125 Jan. 2024 Once the low-nutrient plant palette is established (item 1), the landscape architect and/or agronomist should be consulted to assist in the design of a biofiltration media to balance the interests of plant establishment, water retention capacity (irrigation demand), and the potential for nutrient export. The following guidelines should be followed: • The mix should not exceed the nutrient needs of plants. In conventional landscape design, the nutrient needs of plants are often exceeded intentionally in order to provide a factor of safety for plant survival. This practice must be avoided in biofiltration media as excess nutrients will increase the chance of export. The mix designer should keep in mind that nutrients can be added later (through mulching, tilling of amendments into the surface), but it is not possible to remove nutrients, once added. • The actual nutrient content and organic content of the selected organic amendment source should be determined when specifying mix proportions. Nutrient content (i.e., C:N ratio; plant extractable nutrients) and organic content (i.e, % organic material) are relatively inexpensive to measure via standard agronomic methods and can provide important information about mix design. If mix design relies on approximate assumption about nutrient/organic content and this is not confirmed with testing (or the results of prior representative testing), it is possible that the mix could contain much more nutrient than intended. • Nutrients are better retained in soils with higher cation exchange capacity. Cation exchange capacity can be increased through selection of organic material with naturally high cation exchange capacity, such as peat or coconut coir pith, and/or selection of inorganic material with high cation exchange capacity such as some sands or engineered minerals (e.g., low P-index sands, zeolites, rhyolites, etc). Including higher cation exchange capacity materials would tend to reduce the net export of nutrients. Natural silty materials also provide cation exchange capacity; however potential impacts to permeability need to be considered. • Focus on soil structure as well as nutrient content. Soil structure is loosely defined as the ability of the soil to conduct and store water and nutrients as well as the degree of aeration of the soil. Soil structure can be more important than nutrient content in plant survival and biologic health of the system. If a good soil structure can be created with very low amounts of organic amendment, plants survivability should still be provided. While soil structure generally develops with time, biofiltration media can be designed to promote earlier development of soil structure. Soil structure is enhanced by the use of amendments with high humus content (as found in well-aged organic material). In addition, soil structure can be enhanced through the use of organic material with a distribution of particle sizes (i.e., a more heterogeneous mix). • Consider alternatives to compost. Compost, by nature, is a material that is continually evolving and decaying. It can be challenging to determine whether tests previously done on a given compost stock are still representative. It can also be challenging to determine how the properties of the compost will change once placed in the media bed. More stable materials such as aged coco coir pith, peat, biochar, shredded bark, and/or other amendments should be considered. BF-2 Nutrient Sensitive Media Design E-126 Jan. 2024 With these considerations, it is anticipated that less than 10 percent organic amendment by volume could be used, while still balancing plant survivability and water retention. If compost is used, designers should strongly consider utilizing less than 10 percent by volume. 3. Design with partial retention and/or internal water storage An internal water storage zone, as described in Fact Sheet PR-1 is believed to improve retention of nutrients. For lined systems, an internal water storage zone worked by providing a zone that fluctuates between aerobic and anaerobic conditions, resulting in nitrification/denitrification. In soils that will allow infiltration, a partial retention design (PR-1) allows significant volume reduction and can also promote nitrification/denitrification. Acknowledgment: This fact sheet has been adapted from the Orange County Technical Guidance Document (May 2011). It was originally developed based on input from: Deborah Deets, City of Los Angeles Bureau of Sanitation, Drew Ready, Center for Watershed Health, Rick Fisher, ASLA, City of Los Angeles Bureau of Engineering, Dr. Garn Wallace, Wallace Laboratories, Glen Dake, GDML, and Jason Schmidt, Tree People. The guidance provided herein does not reflect the individual opinions of any individual listed above and should not be cited or otherwise attributed to those listed. Maintenance Overview Refer to maintenance information provided in the Biofiltration (BF-1) Fact Sheet. Adjust maintenance actions and reporting if required based on the specific media design. Attachment 1f Trash Capture BMP Design Calculations TRASH CAPTURE BMP SIZING Qdesign = C x i x A C = (1.42ac x 0.90 + 0.19ac x 0.30 + 0.25ac x 0.10 + 0.12ac x 0.14) / 1.98 acres = 0.70 i = 0.471 in/hr Qdesign = 0.70 x 0.471 x 1.98 = 0.65 cfs Use ADS Flexstorm U-Shape Connector Pipe Screen ATTACHMENT 2 BACKUP FOR PDP HYDROMODIFICATION CONTROL MEASURES [This is the cover sheet for Attachment 2.] Indicate which Items are Included behind this cover sheet: Attachment Sequence Contents Checklist Attachment 2a Hydromodification Management Exhibit (Required) Included See Hydromodification Management Exhibit Checklist on the back of this Attachment cover sheet. Attachment 2b Management of Critical Coarse Sediment Yield Areas (WMAA Exhibit is required, additional analyses are optional) See Section 6.2 of the BMP Design Manual. Exhibit showing project drainage boundaries marked on WMAA Critical Coarse Sediment Yield Area Map (Required) Optional analyses for Critical Coarse Sediment Yield Area Determination Appendix H.6.1 Verification of Geomorphic Landscape Units Onsite Appendix H.7 Downstream Systems Sensitivity to Coarse Sediment Attachment 2c Geomorphic Assessment of Receiving Channels (Optional) See Section 6.3.4 of the BMP Design Manual. Not performed Included Attachment 2d Flow Control Facility Design and Structural BMP Drawdown Calculations (Required) See Chapter 6 and Appendix G of the BMP Design Manual Included NOT APPLICABLE. PROJECT IS EXEMPT FROM HYDROMODIFICATION REQUIREMENTS. CARLSBADCARLSBAD DELDELMARMAR ENCINITASENCINITAS ESCONDIDOESCONDIDO OCEANSIDEOCEANSIDE POWAYPOWAY S.D. COUNTYS.D. COUNTY S.D.S.D.COUNTYCOUNTY S.D. COUNTYS.D. COUNTY S.D. COUNTYS.D. COUNTY SAN DIEGOSAN DIEGO SAN MARCOSSAN MARCOS VISTAVISTA S a n t a M a r g arita River S an Marcos C r e ek E s c o n d idoCr e e k E s c o n d i d o C r e e k Rat t l esnakeCree k Agua He d i o n d a Creek S a n Lui s Re yRive r B u e na Vista Cr e e k Lusardi Creek Enci n i t a s C reek S a n t a Y s a b e l C r eek S a nDiegu i t o Rive r S an Dieguito R i ver Receiving Waters and Conveyance Systems Exemptfrom Hydromodification Management Requirements Exhibit Date: Sept. 8, 2014Revised Date: Sept. 6, 2018 Aerial Imagery Source: DigitalGlobe, 06/2012 NORTH Key Map (Not to Scale) Legend Municipal Boundaries Water Storage Reservoirs, Lakes,Enclosed Embayments, PacificOcean, Buena Vista Lagoon Reaches of San Luis Rey River, SanDieguito River, San Diego River,Forester Creek, Sweetwater River,Otay River 0 5 102.5 Miles Watershed Boundaries Regional WMAA Streams Exempt River Reaches: Existing underground storm drains orconveyance channels whose bedand bank are concrete-lined,discharging directly to exempt waterbodies, exempt rivers, or localizedareas of Agua Hedionda Lagoon andBatiquitos Lagoon Exempt Conveyance Systems: Exempt Bodies: Carlsbad Watershed Management AreaHU 904.00, 211 mi2 Monroe Pool Site HYDROMODIFICATION EXEMPTION ANALYSES FOR SELECT CARLSBAD WATERSHEDS September 17, 2015 Wayne W. Chang, MS, PE 46548 Chang Civil Engineering ◦ Hydrology ◦ Hydraulics ◦ Sedimentation P.O. Box 9496 Rancho Santa Fe, CA 92067 (858) 692-0760 MONROE POOL SITE ATTACHMENT 3 Structural BMP Maintenance Information Use this checklist to ensure the required information has been included in the Structural BMP Maintenance Information Attachment: Preliminary Design/Planning/CEQA level submittal: Attachment 3 must identify: Typical maintenance indicators and actions for proposed structural BMP(s) based on Section 7.7 of the BMP Design Manual Final Design level submittal: Attachment 3 must identify: Specific maintenance indicators and actions for proposed structural BMP(s). This shall be based on Section 7.7 of the BMP Design Manual and enhanced to reflect actual proposed components of the structural BMP(s) How to access the structural BMP(s) to inspect and perform maintenance Features that are provided to facilitate inspection (e.g., observation ports, cleanouts, silt posts, or other features that allow the inspector to view necessary components of the structural BMP and compare to maintenance thresholds) Manufacturer and part number for proprietary parts of structural BMP(s) when applicable Maintenance thresholds for BMPs subject to siltation or heavy trash(e.g., silt level posts or other markings shall be included in all BMP components that will trap and store sediment, trash, and/or debris, so that the inspector may determine how full the BMP is, and the maintenance personnel may determine where the bottom of the BMP is . If required, posts or other markings shall be indicated and described on structural BMP plans.) Recommended equipment to perform maintenance When applicable, necessary special training or certification requirements for inspection and maintenance personnel such as confined space entry or hazardous waste management 4 4 4 4 4 4 4 BF-1 Biofiltration E-120 Jan. 2024 Summary of Standard Inspection and Maintenance The property owner is responsible to ensure inspection, operation and maintenance of permanent BMPs on their property unless responsibility has been formally transferred to an agency, community facilities district, homeowners association, property owners association, or other special district. Maintenance frequencies listed in this table are average/typical frequencies. Actual maintenance needs are site-specific, and maintenance may be required more frequently. Maintenance must be performed whenever needed, based on maintenance indicators presented in this table. The BMP owner is responsible for conducting regular inspections to see when maintenance is needed based on the maintenance indicators. During the first year of operation of a structural BMP, inspection is recommended at least once prior to August 31 and then monthly from September through May. Inspection during a storm event is also recommended. After the initial period of frequent inspections, the minimum inspection and maintenance frequency can be determined based on the results of the first year inspections. Threshold/Indicator Maintenance Action Typical Maintenance Frequency Accumulation of sediment, litter, or debris Remove and properly dispose of accumulated materials, without damage to the vegetation or compaction of the media layer. • Inspect monthly. If the BMP is 25% full* or more in one month, increase inspection frequency to monthly plus after every 0.1-inch or larger storm event. • Remove any accumulated materials found at each inspection. Obstructed inlet or outlet structure Clear blockage. • Inspect monthly and after every 0.5-inch or larger storm event. • Remove any accumulated materials found at each inspection. Damage to structural components such as weirs, inlet or outlet structures Repair or replace as applicable • Inspect annually. • Maintain when needed. Poor vegetation establishment Re-seed, re-plant, or re-establish vegetation per original plans. • Inspect monthly. • Maintain when needed. BF-1 Biofiltration E-121 Jan. 2024 Threshold/Indicator Maintenance Action Typical Maintenance Frequency Dead or diseased vegetation Remove dead or diseased vegetation, re- seed, re-plant, or re-establish vegetation per original plans. • Inspect monthly. • Maintain when needed. Overgrown vegetation Mow or trim as appropriate. • Inspect monthly. • Maintain when needed. 2/3 of mulch has decomposed, or mulch has been removed Remove decomposed fraction and top off with fresh mulch to a total depth of 3 inches. • Inspect monthly. • Replenish mulch annually, or more frequently when needed based on inspection. Erosion due to concentrated irrigation flow Repair/re-seed/re-plant eroded areas and adjust the irrigation system. • Inspect monthly. • Maintain when needed. Erosion due to concentrated storm water runoff flow Repair/re-seed/re-plant eroded areas, and make appropriate corrective measures such as adding erosion control blankets, adding stone at flow entry points, or minor re- grading to restore proper drainage according to the original plan. If the issue is not corrected by restoring the BMP to the original plan and grade, the City Engineer shall be contacted prior to any additional repairs or reconstruction. • Inspect after every 0.5-inch or larger storm event. If erosion due to storm water flow has been observed, increase inspection frequency to after every 0.1-inch or larger storm event. • Maintain when needed. If the issue is not corrected by restoring the BMP to the original plan and grade, the City Engineer shall be contacted prior to any additional repairs or reconstruction. Standing water in BMP for longer than 24 hours following a storm event Surface ponding longer than approximately 24 hours following a storm event may be detrimental to vegetation health Make appropriate corrective measures such as adjusting irrigation system, removing obstructions of debris or invasive vegetation, clearing underdrains, or repairing/replacing clogged or compacted soils. • Inspect monthly and after every 0.5-inch or larger storm event. If standing water is observed, increase inspection frequency to after every 0.1-inch or larger storm event. • Maintain when needed. BF-1 Biofiltration E-122 Jan. 2024 Threshold/Indicator Maintenance Action Typical Maintenance Frequency Presence of mosquitos/larvae For images of egg rafts, larva, pupa, and adult mosquitos, see http://www.mosquito.org/biology If mosquitos/larvae are observed: first, immediately remove any standing water by dispersing to nearby landscaping; second, make corrective measures as applicable to restore BMP drainage to prevent standing water. If mosquitos persist following corrective measures to remove standing water, or if the BMP design does not meet the 96-hour drawdown criteria due to release rates controlled by an orifice installed on the underdrain, the City Engineer shall be contacted to determine a solution. A different BMP type, or a Vector Management Plan prepared with concurrence from the County of San Diego Department of Environmental Health, may be required. • Inspect monthly and after every 0.5-inch or larger storm event. If mosquitos are observed, increase inspection frequency to after every 0.1-inch or larger storm event. • Maintain when needed. Underdrain clogged Clear blockage. • Inspect if standing water is observed for longer than 24-96 hours following a storm event. • Maintain when needed. “25% full” is defined as ¼ of the depth from the design bottom elevation to the crest of the outflow structure (e.g., if the height to the outflow opening is 12 inches from the bottom elevation, then the materials must be removed when there is 3 inches of accumulation – this should be marked on the outflow structure). 1. 2. 3. 1. 2. 3. 4. 5. 6. 1. 2. 3. 4. 5. 6. ADS N-12® ST IB Pipe (per ASTM F2648) Today’s Date: ____________________________________________________ Name of Person Performing Activity (Printed): ____________________________________________________ Signature: ____________________________________________________ BMP Name (As shown in Operation & Maintenance Plan) Brief Description of Implementation, Maintenance, and Inspection Activity Performed ATTACHMENT 4 City standard Single Sheet BMP (SSBMP) Exhibit SD ( m o ) SD SD NO PA R K I N G E V C H A R G I N G O N L Y NO P A R K I N G E V C H A R G I N G O N L Y E V C H A R G I N G O N L Y E V C H A R G I N G O N L Y E V C H A R G I N G O N L Y E V C H A R G I N G O N L Y COMP A C T COMP A C T COMP A C T COMP A C T COMP A C T COMP A C T COMP A C T COMP A C T COMP A C T COMP A C T COMPA C T COMP A C T EV CHA R G I N G ONL Y EV CHA R G I N G ONL Y EV CHA R G I N G ONL Y EV CHA R G I N G ONL Y EV CHA R G I N G ONL Y EV CHA R G I N G ONL Y EV CHA R G I N G ONL Y NO PA R K I N G F U T U R E F U T U R E F U T U R E FUT U R E FUT U R E FUT U R E FUT U R E FUT U R E FUT U R E FUT U R E CO CO 1 10 20 21 24 23 22 25 30 GAYLE MO N R O E S T R E E T BMP TYPEBMP ID #SYMBOL CASQA NO.DRAWING NO.SHEET NO.(S)MAINTENANCE FREQUENCY BMP TABLE INSPECTION FREQUENCYQUANTITY TREATMENT CONTROL SOURCE CONTROL 10 SD-32 QUARTERLY 20 SD-1324 ** SEMI-ANNUALLY1,854 SF.BIOFILTRATION AREA WEEKLY AS NEEDED ANNUALLY AS NEEDED 1 EA. 5 EA. 7, 10 7 7 199-4A1TC-32 CONNECTOR PIPE SCREEN TRASH CAPTURE BMPs QUARTERLY AS NEEDED1 EA.7, 11-30 25 SC-72 MONTHLY AS NEEDED1 EA.7 TRASH ENCLOSURE WITH ROOF STENCILS POOL NO DUMPINGDRAINS TO LAGOON 199-4A 199-4A 199-4A 199-4A MONROE STREET POOL REPLACEMENT 18 199-4A SINGLE SHEET BMP SITE PLAN 12 SCALE : 1" = 20' 1. THESE BMPS ARE MANDATORY TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS OR THESE PLANS. 2. NO CHANGES TO THE PROPOSED BMPS ON THIS SHEET WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER. 3. NO SUBSTITUTIONS TO THE MATERIAL OR TYPES OR PLANTING TYPES WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER. 4. NO OCCUPANCY WILL BE GRANTED UNTIL THE CITY INSPECTION STAFF HAS INSPECTED THIS PROJECT FOR APPROPRIATE BMP CONSTRUCTION AND INSTALLATION. BMP NOTES: PARTY RESPONSIBLE FOR MAINTENANCE: NAME ADDRESS PHONE NO. PLAN PREPARED BY: NAME ADDRESS PHONE NO. COMPANY 5. REFER TO MAINTENANCE AGREEMENT DOCUMENT. 6. SEE PROJECT SWMP FOR ADDITIONAL INFORMATION. SIGNATURE BMP CONSTRUCTION AND INSPECTION NOTES: THE EOW WILL VERIFY THAT PERMANENT BMPS ARE CONSTRUCTED AND OPERATING IN COMPLIANCE WITH THE APPLICABLE REQUIREMENTS. PRIOR TO OCCUPANCY THE EOW MUST PROVIDE: 1.PHOTOGRAPHS OF THE INSTALLATION OF PERMANENT BMPS PRIOR TO CONSTRUCTION, DURING CONSTRUCTION, AND AT FINAL INSTALLATION. 2.A WET STAMPED LETTER VERIFYING THAT PERMANENT BMPS ARE CONSTRUCTED AND OPERATING PER THE REQUIREMENTS OF THE APPROVED PLANS. 3.PHOTOGRAPHS TO VERIFY THAT PERMANENT WATER QUALITY TREATMENT SIGNAGE HAS BEEN INSTALLED. PRIOR TO RELEASE OF SECURITIES, THE DEVELOPER IS RESPONSIBLE FOR ENSURING THE PERMANENT BMPS HAVE NOT BEEN REMOVED OR MODIFIED BY THE NEW HOMEOWNER OR HOA WITHOUT THE APPROVAL OF THE CITY ENGINEER. KATHEREEN SHINKAI, P.E. LPA, INC. 5301 CALIFORNIA AVE. SUITE 100 IRVINE, CA 92617 (949) 261-1001 CITY OF CARLSBAD PUBLIC WORKS 1635 FARADAY AVE. CARLSBAD, CA 92008 (442) 339-2820 ARCHITECTURE ENGINEERING INTERIORS LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office 949-260-1190 Fax LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 20100 40 Attachment 5 Reference Plans 6'-6'' 5'-6'' 12'-0'' 12'-0'' 12'-3'' 11'-0'' 10'-0'' 9'-0'' 7'-0'' 3'-6'' 4'-6'' 7'-0'' 4' - 7 12" 7' - 3 " 7' - 3 " 7' - 3 " 7' - 3 " 7' - 3 " 7' - 3 " 7' - 3 " 7' - 3 " 7' - 3 " 7' - 3 " 7' - 3 " 7' - 3 " 7' - 3 " 7' - 3 " 8'- 1 0 12" 7'- 3 " 7' - 3 " 7' - 3 " 7' - 3 " 7'- 3 " 7' - 3 " 7' - 3 " 7' - 3 " 7'- 3 " 7' - 3 " 7' - 3 " 7' - 3 " 7' - 3 " 4' - 7 " 7' - 3 " 5' - 3 " 11 5 ' - 0 " 1' - 0 " 4' - 7 12" 7' - 3 " 7' - 3 " 7' - 3 " 7' - 3 " 7' - 3 " 7' - 3 " 7' - 3 " 7' - 3 " 7' - 3 " 7' - 3 " 7' - 3 " 7' - 3 " 7' - 3 " 7' - 3 " 8'- 1 0 12" 7'- 3 " 7' - 3 " 7' - 3 " 7' - 3 " 7'- 3 " 7' - 3 " 7' - 3 " 7' - 3 " 7'- 3 " 7' - 3 " 7' - 3 " 7' - 3 " 7' - 3 " 4' - 7 " 7' - 3 " 5' - 3 " 11 5 ' - 0 " 1' - 0 " 6'-0" 8'-412"8'-4"8'-4"8'-4"8'-412" 6'-0" 75'-1" 2'-0"14'-6"14'-6"4" 75'-1" 14'-6"14'-5"14'-6" 1: 1 0 S L O P E UL UL RA RA RA RA RA RA RA RA RA RA RA RA RA RA RA RA RA RA RA RA RA RA RA RA RA RA RA RA RA RA RA RA AL DM 12'-0" DM 12'-0" DM 7'-0" 8'-0'' DM 7'-0" DM7'-0" DM 4'-6" ND NR HRHRHRHRHRHRHR BSBS ND NR DM 3'-6" DM 3'-6" DM 3'-6" ND NDNR ND DM4'-6'' NR LAD DM 7'-0" DM 7'-0" DM7'-0" NR DM 12'-0" DM12'-0'' DM12'-0'' DM12'-0''DM12'-0''NR NR NRGR GR LAD MD 18''X36'' 8,634 SQ. FT. 6 HR TURNOVER VOLUME SURFACE AREA =1,407 GPM 506,485 GAL. 3'-6'' TO 12'-3''DEPTH PERIMETER = = = = 380 FT. ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 25% CONSTRUCTION DESIGN 09/22/2023 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 Date Published MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD PUBLIC WORKS CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL 100% CONSTRUCTION DESIGN 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 BS BS 9'-0"9'-0"45'-1" 15'-0"15'-0"45'-1" 4" SWIMMING POOL LAYOUT PLAN 6'' THICK CONC. SLAB #4 @ 12'' O.C. E.W. 6'' WATERLINE AND HANDHOLD TILE IS CONTRASTING COLOR TO THE POOL FINISH, AROUND THE ENTIRE POOL PERIMETER. 1. 1M 1M 1/8''=1'-0'' 6'-7" TYP. 6'-7" TYP. 3 SP-8 RARA THE CONTRACTOR SHALL RETAIN AN INDEPENDENT LICENSED SURVEYORTO PROVIDE PROOF OF COMPLIANCE FOR REQUIRED POOL LENGTHS AS FOLLOWS: (RECOMMEND PATRELL ENG. GROUP (626) 335-4362) SHORT COURSE-25YDS: (ALLOWS FOR TOUCH PADS AT ONE END) 75'-05/16'' MIN.: 75'-1 3/16'' MAX. TOLERANCE AGAINST LENGTH SHALL EXTEND IN A VERTICAL PLANE 0.3M (12'') ABOVE AND 0.8M. (2'-7\'')BELOW THE SURFACE OF THE WATER AT ALL POINTS OFBOTH END WALLS TYP. OF ALL COURSES. THE INDEPENDENT LICENSED SURVEYOR SHALL FILL OUT, NOTARIZE AND FILE OFFICIAL CERTIFICATION FORM(S) WITHUSA SWIMMING. CONTRACTOR SHALL RETAIN A LICENSED ENGINEER TO CERTIFY THE MAIN DRAIN SYSTEMS AS V.G.B. COMPLIANT. = =MAIN DRAIN GRABRAIL = = = = ROPE ANCHOR RACING PLATFORM 'NO RUNNING' / 'NO DIVING' DEPTH MARKER GR MD DM NR RA RP = =UNDERWATER LIGHTUL BS BACKSTROKE STANCHION = =ACCESSIBLE LIFT MGC AL MOVEABLE GUARD CHAIR =LADDERLAD 1 4 SP-11 4 SP-8 =ONE METER DIVE STAND1M =HANDRAILHR 5-6 SP-8 1 SP-12 1 SP-10 5 SP-10 2 SP-10 3 SP-14 4 1 SP-9 3 2 SP-9 SP-10 SP-10 SP-12 NORTH UL UL UL UL UL UL UL UL UL UL UL UL UL UL UL UL UL UL UL UL UL UL UL UL UL UL UL UL UL UL MD 18''X36'' SWIMMING POOL PLASTER FINISH IS WHITE IN COLOR. 2. ALL MARKERS LOCATED ON THE DECK SHALL BE SLIP RESISTANT. SLIP RESISTANT IS CONSIDERED A WET COEFFICIENT OF FRICTION OF 0.6 OR GREATER AND SHALL BE FLUSH WITH THE POOL DECK FINISH. 3. 4.SEE SP-5 FOR WATER POLO LAYOUT AND ADDITIONAL ANCHOR PLACEMENT. 5.PROVIDE EQUIPOTENTIAL BONDING ON ALL METALLIC POOL WALL PANELS TO CONCRETE FLOOR AND DECK REINFORCEMENT PER 2/SP-14. 6.POOL DECK MARKERS SHALL BE LOCATED AROUND POOL PERIMETER AND WATER LINE AT SPACING NOT TO EXCEED 25'-0''. RP RP RP RP RP RP RP RP RP RP RP RP RP MGC 10 ' - 7 " 2'' WIDE CONTRASTING STEP TRIM W/ 1'' X 1'' NON-SLIP TILE 4'' WIDE CONTRASTING WARNING TILE AT 4'-6'' DEPTH W/ 1'' X 1'' NON-SLIP TILE SP-4 A SP-4 B ND14 ' ' 12 ' 'ND DM3'-6''ND DM3'-6'' SP-4 C 8'-4"8'-4"8'-4"8'-4" UL UL UL UL 9'-01 2" SP-1 50'-012"16'-0" 2' - 8 " 2' - 8 " =STANCHION ANCHORSA 2 SP-10 SA SA SA SA SA SA SA SA 256LICENSED ARCHIT E C T S TA TE OF CA L I F O R NIAREN. 07/31/23 GREG O R Y S. FE R R E L L C-35802 5 203168 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 25 10/8/2024 61909 JOHN MAASHOFF LICENSE # C61909 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 25% CONSTRUCTION DESIGN 09/22/2023 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 Date Published MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD PUBLIC WORKS CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL 100% CONSTRUCTION DESIGN 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 SWIMMING POOL PIPING PLAN 8,634 SQ. FT. 6 HR TURNOVER VOLUME SURFACE AREA =1,407 GPM 506,485 GAL. 3'-6'' TO 12'-3''DEPTH PERIMETER = = = = 380 FT. 112''112'' 2'' 112''2''112''2''2\'' 112''112''2\''2\'' 112''2''112''2'' 112''2''112''2'' 112''2''112''2'' 112''2''112''2''2\'' 112''2''112''2''2\'' 112''2''112''2''2\'' 112''2''112''2''2\'' 112''2''112''2''2\'' 12'' MD SUCTION 4'' 6'' 6'' 6'' 8'' 8'' 8'' 6'' 6'' 4'' FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI MD 18''X36'' AV G0 G0 AV AV 8''8'' 10'' RETURN 1''=10'-0'' G0 G0 2\'' 2\'' 2\''2\''FI 2\''FI 2\''FI 2\''FI 2\''FI 2\''FI 2\''FI 2\''FI MD 18''X36'' 10'' GUTTER OUTLET 1.PIPING ROUTES ARE SCHEMATIC IN NATURE AND SHOWN ON PLANS FOR CLARITY. CONTRACTOR SHALL ROUTE PIPING ACCORDINGLY TO MEET NOTED INVERT ELEVATIONS. REFER TO REFERENCED DETAIL FOR PIPE SPACING REQUIREMENTS. 2.ALL BELOW GRADE POOL PIPING SHALL BE SCHEDULE 40 PVC AND ALL ABOVE GRADE POOL PIPING SHALL BE SCHEDULE 80 PVC. 3.COORDINATE ALL PIPING WITH SITE AND BUILDING UTILITIES INCLUDING PIPING, CONDUITS / STRUCTURES AND THE LIKE. COORDINATE ROUTING OF PIPING THROUGH STRUCTURAL SLAB. ALL PIPING SHALL HAVE UNIFORM SLOPE IN ONE DIRECTION. 4.SURGE CHAMBER TEE SUCTION SHALL BE SET AT +6'' A.F.F. MAINTAIN MAXIMUM SEPARATION BETWEEN SUCTION AND INFLUENT PIPING WITHIN THE SURGE CHAMBER. 5.EACH MAIN DRAIN SHALL BE EQUIPPED WITH HYDROSTATIC RELIEF VALVE PER RECOMMENDATIONS OF GEOTECHNICAL REPORT 5 SURGE CHAMBER ACCESS AIR VENT GUTTER OUTLET SCA AV GO = = = FLOOR INLET MAIN DRAINMD FI = = 5 3 1 2 4 SP-12 SP-13 SP-6 SP-12 SP-12 SP-12 SCA 12 ' - 0 " 9' - 9 " 12 ' - 0 " 9' - 9 " 12 ' - 0 " 9' - 9 " 12 ' - 0 " 9' - 9 " 12 ' - 0 " 7' - 0 " 2' - 6 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 9' - 9 " 12 ' - 0 " 12 ' - 0 " 6' - 6 " 12'-0"12'-0"12'-0"12'-0"12'-0"7'-61 2"7'-61 2" SP-2 NORTH AV BFV 10'' FV 12'' SURGE CHAMBER TEE SUCTION @ 6'' A.F.F. SL O P E 1 . 5 % T O S U R G E C H A M B E R SLOPE 1.5% TO SURGE CHAMBER 8''8'' 8,634 GAL. TOTAL SUPPLIED SURGE REQUIRED SURGE CAPACITY 8,822 GAL. 4,188 GAL. SURGE IN PERIMETER GUTTER = = = = 4,634 GAL. 8'-0'' X 10'-0'' X 10'-0'' SURGE IN SURGE CAMBER 8,822 GAL. 8,634 GAL. BUTTERFLY VALVEBFV=2 SP-13 FLOAT VALVEFV=3 SP-13 ABOVE FINISH FLOORAFF= FI SURGECHAMBER 3 SP-7 3 SP-13 SWIMMING POOLMECHANICAL ROOM SEE MR-1 12'' MD SUCTION 6'' FILL EQUALIZER 10'' GUTTER OUTLET BFV 6'' SOLAR HEATING SUCTION 12''12'' SWIMMING POOL SOLAR HEATING PLUMBING SEE SP-18 SL O P E 1 . 5 % T O S U R G E C H A M B E R 2\'' 2\''2\''2'' 2''2'' 10'' 256LICENSED ARCHIT E C T S TA TE OF CA L I F O R NIAREN. 07/31/23 GREG O R Y S. FE R R E L L C-35802 5 203169 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 25 10/8/2024 61909 JOHN MAASHOFF LICENSE # C61909 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 25% CONSTRUCTION DESIGN 09/22/2023 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 Date Published MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD PUBLIC WORKS CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL 100% CONSTRUCTION DESIGN 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 SWIMMING POOL UNDERWATER LIGHTING AND TIMING PLAN 1''=10'-0'' 'SP-3' 2-JB'S 2-JB'S 'SP' ELECTRICAL PANEL SP-14 3 SP-17 2 UL UL UL UL UL UL UL UL UL UL UL UL UL UL ULULULUL UNDERWATER LIGHT JUNCTION BOX= = JB UL SP-3 'SP-5' NORTH RP RACING PLATFORM=5 SP-10 D TIMING DECK NODE (4''x4''x6'' PVC BOX) 2 TIMING SYSTEM WALL INTERFACE WPI W/ 12''x12''x6'' PVC BOX 5 START DECK NODE (4''x4''x6'' PVC BOX) SCOREBOARD DECK NODE (4''x4''x6'' PVC BOX) F 1 SP-17 3 SP-17 ETHERNET DROP-BY OTHERS DESCRIPTION WALL PLATE TIMER NODE8 QUANTITY 2 UNIT COUNT 2 COUNT 10 COUNT 1 COUNT 1 COUNT 3 COUNT WALL PLATE SCOREBOARD NODE9 1 COUNT WALL PLATE FIBER CONNECTIONF4 1 COUNT NOTE: THE CONTRACTOR SHALL SUPPLY AND INSTALL DECK PLATE BOXES, WALL PLATE BOXES, WALL PLATE JUNCTION BOXES, CONDUIT, WIRING, SCOREBOARD AND ALL TIMING EQUIPMENT AS SHOWN FOR THE 'COLORADO' TIME SYSTEM OR EQUAL. START SYSTEM TIMING SYSTEM FLAG POLE MOUNTING KIT FOR STARTER GEN7 LAPTOP START-FPM-2 QTY MODEL 1 DESCRIPTION R-600-3021 MODEL GEN7-TMR QTY 1 DESCRIPTION INTUITIVE SOFTWARE INTERFACE WITH MODERN WINDOWS USER INTERFACE AND TOUCHSCREEN FRIENDLY. FLEXIBLE USER INTERFACE OPTIONS WITH ETHERNET CONNECTIVITY TO THE TIMER. ADVANCED DIAGNOSTICS, INTELLIGENT BUS SYSTEM, ROBUST SAFEGUARDS. TIMER WILL CONTINUE TO RUN AND FINISH RACE WITHOUT USER INTERFACE. WET-PLUGGABLE TITANIUM CONNECTIONS. INTEGRATED 2.4 GHz WIRELESS TO SCOREBOARDS, FACILITY NETWORK CONNECTIVITY. 6 WATT INDIVIDUAL BLOCK SPEAKERSP-6/4510 10 TP-90G AQUAGRIP GUTTERHUNG TOUCHPADS (90'' x 22'') US PATENT 5,702,799 TOUCHPADS QTY MODEL DESCRIPTION 1 CAD-TP96 TOUCHPAD CADDY FOR GUTTERHUNG TOUCHPADS. HOLDS UP TO TEN TOUCHPADS. SOME ASSEMBLY REQUIRED. CHAMPION SERIES START SYSTEM WITH WIRED MICROPHONE, VOLUME CONTROL ON EACH MICROPHONE INPUT, EXTERNAL CONNECTIONS FOR ADDITIONAL STROBE LIGHTS, LED BATTERY INDICATION LIGHT, AC/DC POWER CAPABILITIES AND AN EXTERNAL 360^ STROBE. TRIPOD OR TABLE TOP OPTIONS. SS1 10 4000-0040 SPECIAL SIZE TOUCHPAD BRACKETS 1 2 3 GEN7 CABLE SCOREBOARD CABLE, 8 METERR-015-707-8 QTY 1 MODEL DESCRIPTION TIMER CABLE, 8 METERR-015-715-81 GEN7 IN DECK QTY MODEL 10 DESCRIPTION TDPI-D TITANIUM DOMED DECK PLATE-INTELLIGENT TITANIUM DECK PLATES REQUIRE A 4'' SQUARE OR 4.125'' DIAMETER CIRCULAR OPENING AT A MINIMUM. WRITTEN VERIFICATION AND SIGN OFF REQUIRED FROM CUSTOMER. NOTE: INCLUDES 5 YEAR WARRANTY. CTS IS THE ONLY MANUFACTURER OF TITANIUM DECK PLATE. STARTER CABLE, 8 METERR-015-706-81 TIMER CABLE, 15 METERR-015-715-151 1 TP-GEN7-10 TEN-LANE TOUCHPAD SYSTEM FOR THE GEN 7 TIMING SYSTEM (SERIAL) INCLUDES AN TEN-LANE CABLE HARNESS, ONE PUSHBUTTON PER LANE+ ONE SPARE, VACUUM PUMP AND TOUCHPAD METER. GEN7 TOUCHPAD SYSTEM QTY MODEL DESCRIPTION 1 TDPI-S2 START DECK NODE 1 TDPI-SC5 SCOREBOARD DECK NODE 3 R-1004-0549 GEN7 WALL PLATE (12X12) 1 TDPI-K1 KIT-SCOREBOARD BUS HEAD& TAIL NODE INSTALLATION 1 TDPI-K1 KIT-TIMING BUS HEAD & TAIL NODE INSTALLATION 1 WPI-F4 WP-YDS FIBER & LEGACY CONNECT GEN7 CABLE QTY MODEL 1200' DESCRIPTION R-015-737 TIMING BUS CABLE- 7 CONDUCTOR 1200'R-015-726 SCOREBOARD BUS CABLE- 4 CONDUCTOR D 2 5 F 1 PC-PRO-R PACE CLOCK - PRO/WATER POLO SHOT CLOCK PACE CLOCK QTY MODEL DESCRIPTION 2 DC-1500 SPECIFICATIONS: 1 PC-PRO AND 2 DC 1500 DECK CLOCKS PER OWNER APPROVAL. 4 DIGIT PACE CLOCK 10'' RED DIGITS - VIEWABLE UP TO 400 FEET HIGH INTENSITY LED - INDOOR/OUTDOOR "SPLASH-PROOF" PROTECTIVE LENS INTERNAL RECHARGEABLE BATTERY INTERNAL HORN FEET AND HANDLE FUNCTIONS: SIMPLE PACE CLOCK CUMULATIVE SPLIT DISPLAY LAP SPLIT DISPLAY LAP COUNTER LAP SPLIT DISPLAY WITH TURN SPEED RELAY EXCHANGES DISPLAY START REACTION DISPLAY HAND TURN SPEED BREAK OUT SPEED DISPLAY BREAK OUT SPEED DISPLAY WITH START REACTION TIME DISPLAY FOR REPETITIVE SETS SINGLE LANE TIMER MID-RACE TIMING DISPLAY WATERPOLO SHOT CLOCK WATERPOLO GAME CLOCK NOTE: MOST FUNCTIONS REQUIRE ADDITIONAL INPUT DEVICES, i.e. TOUCHPAD, RELAY JUDGING PLATFORM, START SYSTEM, PUSHBUTTONCONTROLLER QTY MODEL 1 DESCRIPTION WTTC-2 WIRELESS TABLE TOP CONTROLLER 1 CASE-WTTC CASE FOR THE WIRELESS TABLE TOP CONTROLLER 1 WHC-1 WIRELESS HANDHELD CONTROLLER ADAPTER QTY MODEL 1 DESCRIPTION WA-3 WIRELESS ADAPTER, 2.4 GHz RELAY JUDGING PLATFORM QTY MODEL 10 DESCRIPTION RJPL-24x32 CTS RELAY JUDGING PLATFORM 24''x32'' W/ BUILT-IN LED LIGHT FOR START 1 CAD-RJPL-2 CADDY- 24'' WIDTH RELAY JUDGING PLATFORMS (HOLDS 10) FULL COLOR VIDEO DISPLAY QTY MODEL DESCRIPTION 4 1 SP-16 SCOREBOARD1 TO BE TERMINATED INTO SCOREBOARD LOAD PROVIDE SIX (6) DEDICATED 20 AMP CIRCUIT CONNECT TO TIMING/WALL BOX LOCATION W/ SCOREBOARD DATA CONNECTION BOX MASTER ON/OFF SCOREBOARD SWITCH WITH 5 6 7 PILOT LIGHT W/ LOCKABLE ENCLOSURE. BONDING AND STRUCTURAL SUPPORTS. PROVIDE LED MATRIX DISPLAY SCOREBOARD AND VIDEO CAPABILITIES. Y5C 12mm 208H x 352W SMD, FA, OD 2PM DISPLAY ACTIVE AREA: 98.3(H) x 166.3(W) 1'' PVC CONDUIT. CENTER THE SCOREBOARD SHALL HAVE FULL COLOR INCLUDING ALL POWER REQUIREMENTS, RP RP RP RP RP RP RP RP RP RP RP RP RP 3 1\''C. TYP. D 5 TYP. S 6 SCOREBOARD 4 1 2 F8 ETHERNET DROP 2 1\''C. S 12''x12''x6''PVC BOX 8 9 F4 F JB'S, OUTLETS, AND TIMING CONTROLS TO BE MOUNTEDTO BACKSIDE OF BENCHES TYP. SEE ARCHITECTURAL PLANS D D D D D D D D D 3 3 3 3 3 3 3 3 3 'SP-9' F8 1'' CONDUIT W/2-#8 AND 1-#8SOLID GREENTO LIGHTINGCONTACTORPANEL TYP. 'SP-11' 'SP-17,19,21,23,25,27' 'SP-15''SP-1' 3-JB'S JB'S AND OUTLETS TO BE SET FLUSH INTO BACKSIDE OF SITE WALL. POOL CONTRACTOR TO COORDINATE WITH ALL TRADES SWIMMING POOL MECHANICAL ROOM SEE MR-1 ULULULUL UL UL UL UL UL UL UL UL UL UL UL UL UL UL 'SP-5' 2-JB'S 'SP-7' 'SP-3' 12X12 JB JB'S, OUTLETS, AND TIMING CONTROLS TOBE MOUNTED TO BACKSIDE OF BENCHESTYP. SEE ARCHITECTURAL PLANS 'SP-13' 'SP-1' 1'' CONDUIT W/ 1-#8 SOLIDAND LAMP CORD TOJUNCTION BOX, TYP. 1\''C. 5 7 1''C. SCOREBOARD DESK TOP AND DISPLAY LINK AND GEN 7 TIMER. UNDERWATER LIGHTOVERRIDE SWITCH ETHERNET DROP BY OTHERS 4-JB'S 256LICENSED ARCHIT E C T S TA TE OF CA L I F O R NIAREN. 07/31/23 GREG O R Y S. FE R R E L L C-35802 5 203170 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 25 10/8/2024 61909 JOHN MAASHOFF LICENSE # C61909 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 25% CONSTRUCTION DESIGN 09/22/2023 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 Date Published MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD PUBLIC WORKS CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL 100% CONSTRUCTION DESIGN 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 SWIMMING POOL SECTIONS WATERLEVEL 6'' WATERLINE TILE 12 ' - 0 ' ' 12 ' - 0 ' ' 3'- 0 ' ' TY P . UL RARA 12 ' - 3 ' ' SPRINGLINEMD MD 12 ' - 3 ' ' WP WP RAWP RAWP SPRINGLINE WATERLEVEL 6'' WATERLINE TILE 3' - 0 ' ' T Y P . RA 12 ' - 0 ' ' 2 SP-8 12 ' - 3 ' ' RA WP WP 12 ' - 0 ' ' 7' - 0 ' ' UL 3' - 6 ' ' 4' - 6 ' ' RAWP RA WP RA WP RA WP LAD 2'-412"2'-3"77'-0"2'-3"4'-9"2'-3"24'-112" 4'-71 2"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"8'-1012" 7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"5'-3" 115'-0" GR 6'-0" GR 6'-0" 2 SP-9 RA UL RA UL RA UL RA UL RA UL RA UL RA UL RA UL RA UL RA UL RA UL RA UL RA UL RA RA RA 2' - 6 ' ' SPRINGLINE WATERLEVEL 6'' WATERLINE TILE 3' - 0 ' ' T Y P . RA 12 ' - 0 ' ' 7' - 0 ' ' 2 SP-8 12 ' - 3 ' ' RAWP WP 12 ' - 0 ' ' 7' - 0 ' ' UL CONTRASTING TILE AT 4'-6'' DEPTH 4'' WIDE STRIP OF 3' - 6 ' ' 4' - 6 ' ' RAWP RA WP RA WP RA WP LAD 2'-41 2"2'-3"77'-0"2'-3"4'-9"2'-3"24'-112" 4'-71 2"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"8'-1012" 7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"5'-3" 115'-0" 2 SP-9 RA UL RA UL RA UL RA UL RA UL RA UL RA UL RA UL RA UL RA UL RA UL RA UL RAUL RARARA 2' - 6 ' ' 8'-412"8'-4"8'-4"8'-4"8'-4"8'-412" 75'-1" (25 YD) 18X36 18X36 MD18X36 MD18X36 1/8'' = 1'-0'' 1'-0" 1'-0" SP-4 1 SP-7 1 SP-6 1 SP-7 1 SP-6 1 SP-7 1 SP-6 2 SP-6 4 SP-6 63'-1" 2 SP-6 4 SP-6 4'' WIDE STRIP OF CONTRASTING TILE AT 4'-6'' DEPTH POOL BOTTOM SHALL BE OVEREXCAVATED MIN. 2'-0'', SCARIFIED 12'', MOISTURE CONDITIONED TO NEAR OPTIMUM MOISTURE CONTENT AND COMPACTED TO AT LEAST 90% RELATIVE COMPACTION. POOL BOTTOM SHALL BE OVEREXCAVATED MIN. 2'-0'', SCARIFIED 12'', MOISTURE CONDITIONED TO NEAR OPTIMUM MOISTURE CONTENT AND COMPACTED TO AT LEAST 90% RELATIVE COMPACTION. POOL BOTTOM SHALL BE OVEREXCAVATED MIN. 2'-0'', SCARIFIED 12'', MOISTURE CONDITIONED TO NEAR OPTIMUM MOISTURE CONTENT AND COMPACTED TO AT LEAST 90% RELATIVE COMPACTION. 10'-0"12'-6"15'-0"54'-10" 7' - 0 ' ' 7'-6"10'-0"5'-2" 1/8'' = 1'-0'' 1/8'' = 1'-0'' 10'-0"12'-6"15'-0"54'-10"7'-6"10'-0"5'-2" UL UL UL UL UL 8'-4" UL 8'-4" UL 8'-4" 24'-0"24'-0"27'-1" 4'-9"4'-11"4'-9"4'-11" 256LICENSED ARCHIT E C T S TA TE OF CA L I F O R NIAREN. 07/31/23 GREG O R Y S. FE R R E L L C-35802 5 203171 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 25 10/8/2024 61909 JOHN MAASHOFF LICENSE # C61909 2' - 4 1 2" 2' - 3 " 77 ' - 0 " 4'-9"4'-11"55'-9"4'-11"4'-9" ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 25% CONSTRUCTION DESIGN 09/22/2023 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 Date Published MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD PUBLIC WORKS CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL 100% CONSTRUCTION DESIGN 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 SWIMMING POOL WATER POLO LAYOUT 2' - 4 1 2" 2' - 3 " 77 ' - 0 " 2' - 3 " 4' - 9 " 2' - 3 " WP WP 17 ' - 2 12" 10 ' - 1 " 17 ' - 2 12" WPRA SA WPRA FWP FWP12'' 2'-3'' 12'' 2'-3'' 12'' 2'-3'' 25YD FWP25M 2' - 3 " 4' - 9 14" 2' - 3 " WP WP 17 ' - 2 12" 10 ' - 1 " 17 ' - 2 12" SA WPRA WPRA WPRA WPRA 26 ' - 0 " 24 ' - 1 14" 17 ' - 2 12" 10 ' - 1 " 17 ' - 2 12" 17 ' - 2 12" 10 ' - 1 " 17 ' - 2 12" 26 ' - 0 " WP WP WPRA SA WPRA WP WP SA WPRA WPRA WPRA WPRA WPRAWPRAWPRAWPRA 1/8''=1'-0'' SP-11 2 SP-10 1 WATER POLO STANCHION ANCHOR WATER POLO ROPE ANCHOR= = WP RA WP SP-10 2STANCHION ANCHOR=SA SP-11 3FLOATING WATER POLO=FWP SP-5 NORTH 12'' 2'-3'' 12'' 2'-3'' 12'' 2'-3'' SP-14 4WATER POLO CUP ANCHOR=WPCA WP CA WP CA WP CA WP CA 4'-9"4'-11"55'-9" 4'-11" 4'-9" 256LICENSED ARCHIT E C T S TA TE OF CA L I F O R NIAREN. 07/31/23 GREG O R Y S. FE R R E L L C-35802 5 203172 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 25 10/8/2024 61909 JOHN MAASHOFF LICENSE # C61909 1''=1'-0''[''=1'-0'' 9' ' SHOTCRETE WALL TILE WATERLINE 6'' X 6'' DOUBLE CAP TILE WATERLINE SLOPE 2% RECESSED TILE (2) ['' RADIUS BEAD @ 4|'' BULLNOSE @ TOP AND DECK W/ [" RADIUS CANTILEVER CONCRETE POOL PERIMETER 3' ' 6'' 6' ' 2" 1' - 4 ' ' 2\'' 1'-4''2''2\'' WATER LEVEL PER PLAN ELEV. PER PLAN POOL DECK CERAMIC TILE MARKERS 2' ' 7'' WHITE PLASTER FINISH 12'' MARKERS BULLNOSE RECESSED SHOTCRETE W/ WOOD FLOAT FINISH BOTTOM EDGE PROVIDE SMOOTH EVEN NON-ABRASIVE HANDHOLD FINISH WATERPROOFING PER SPECIFICATIONS FLUSH VA R I E S S E E P L A N 1' - 4 ' ' CAST IN PLACE FLOOR SHOTCRETE WALLS LAP ALL REINFORCEMENT MIN. 64 BAR DIA. PLACEMENT, ROUGHEN TO |'' AMPLITUDE. SANDBLAST JOINT PRIOR TO SHOTCRETE FLOOR AND SHOTCRETE WALL JOINT. PROVIDE CONST. JOINT AT POURED 12'' THUS 3-#5 CONT. #4 @ 12'' O.C. #4 @ 12'' O.C. 2'-0'' 4' ' 6'' 8' ' 6'' THRU-OUT FLOOR #4 @ 12'' O.C. E.W. #4 @ 12'' O.C. E.W. (SEE TABLE) SPRING LINE WALL/FLOORTRANSITION 2-#4 CONT 2''CLR 3'' 'ds' CL R . 2'' RAD 1\ ' ' KE Y 3'' CLR. "t" SEE TABLE 12 ' ' 3 - DIA LAP 64 BAR WA T E R D E P T H AROUND POOL #4 @ 12'' O.C. 7-#4 CONT 2'-6'' 2" C L R REINF. IN SAME PLANE 1-#4 CONT WATER LEVEL 2'' C.J. 3''CLR 2'-6'' 1'-4''7'' 6'' 6' ' 2'' 3' '12 ' ' 5'' 6''FLR. FIELD BEND REINF. CLR TYP. - 3 REINFORCEMENT TABLE VERTICAL REINF. #4 @ 12'' O.C. #4 @ 6'' O.C.5'-1'' TO 7'-0''8'' WATER DEPTH 3'-6'' 6'' "t" 18'' TO 2'-6''5'' 6''3'' "ds"RADIUS BEYOND END RADIUS TRANSITION TO FLOOR REINF. #4 @ 12'' O.C. #4 @ 12'' O.C. HORIZONTAL REINF. 24'' 24'' 7'-1'' TO 10'-0''11''2'-6'' TO 5'-0''8''24'' 13''5'-0'' TO 6'-0''10''24''#5 @ 4\'' O.C.#4 @ 12'' O.C.REAR FACE REAR FACE #4 @ 12'' O.C.#4 @ 12'' O.C.FRONT FACE FRONT FACE 10'-1'' TO 12'-3'' #4 @ 12'' O.C.3'-7'' TO 5'-0''7''6'' TO 18''4''#4 @ 12'' O.C.24'' #5 @ 6'' O.C.#4 @ 8'' O.C. - 2 - 4 SP-7 1 #4 @ 12'' O.C. #4 @ 12'' O.C. (WALL @ 7'-0'' SHOWN.) (SEE TABLE)TRANSITION WALL/FLOOR "ds" "t" POURED FLOOR SHOTCRETE WALLS SPRING LINE RAD I U S SEE T A B L E 1\ ' ' K E Y #4 @ 12'' O.C. E.W.THRU-OUT FLOOR 3 LAP MIN. 64 BAR DIA 6' ' FLOOR THICKENED TRANSITION 6'' FLR. WATER LEVEL REINF. IN SAME PLANE 3''CLR 1'-4'' "t" 6'' THUS 12'' 2'-0'' 6'' 3''CLR 8' ' 4' ' 2" C L R C.J. 7'' 1' - 4 ' ' 1-#4 CONT HORIZ. REINF. VERT. REINF. 12 ' ' 2''CLR 6' ' 2' ' 3' ' 6' ' 5''2'' 1-#4 CONT 12 ' ' 2'-6''2'-6'' WA T E R D E P T H 3 REINF. PERHORIZONTAL ELEVATION WALL REINF. SCHEDULE 3 GUTTER REINF. HORIZONTAL WATERLEVEL 3 PER 2 DECKING CANT. 3 FIELD BEND REINF. MIN. RADIUS = 6d FOR #4 BARS (W A T E R D E P T H M I N U S R A D I U S ) DI M E N S I O N V A R I E S "ds" #4 @ 6'' O.C. (AT 7'-0'') VERT. SEE SCHEDULE PROVIDE CONST. JOINT AT POURED FLOOR & SHOTCRETE WALL JOINT PER DETAIL-2 3-#5 CONT. IN BOND BEAM 7-#4 CONT AROUND POOL [''=1'-0'' 6''6''6''6'' [''=1'-0'' 2. 3. 33'' MIN. 36'' 13 ' ' 1. 44'' 4| ' ' LOADING: 300 LBS. PER SQ. FOOT. NOTES: 36'' RE C E S S 1' ' 4. PROVIDE A MINIMUM OF TWO (2) \'' DIA. WEEP HOLES AT EACH OF THE 4 (FOUR) SIDES OF THE DRIP CHANNEL. WIRE MESH FOR CASTING MATERIAL MATERIAL: ALUMINUM WITH STAINLESS STEEL BOLTS, NUTS, SPRINGS, SLAM LOCK, HINGES & HOLD OPEN ARM. BITUMINOUS COATING IS APPLIED TO AREA OF FRAME IN CONTACT WITH CONCRETE. HINGES TO BE LOCATED OPPOSITE LADDER RUNGS. WATERTIGHT PLUG REMOVABLE KEY WRENCH STAINLESS STEEL CONTINUOUS HINGE MANHOLE SHALL BE U.S.F. FABRICATION INC. #R-TPS-300-36x36 ALUMINUM. 1(800)258-6873. STAINLESS STEEL AUTOMATIC HOLD OPEN ARM WITH RED VINYL GRIP \'' DIA HOLE AT BOTTOM OF DRIP CHANNEL (TYP.) STAINLESS STEEL SPRINGS \'' DIA WEEP HOLES TYP. STAINLESS STEEL SLAM LOCK FLUSH CAST ALUMINUM DROP HANDLE |'' SMOOTH PLATE CONCRETE INFILL LATCH FLUSH 3-#4 EACH SIDE OF SURGE CHAMBER SLAB ACCESS PER 6/SP.5 CLEAR OPENING - A - B 2 SP-7 SECTIONA PLAN VIEW B CROSS-SECTION @ SURGE CHAMBER ACCESS 44 ' ' 'KARNEL' CUSTOM STAINLESS STEEL ACCESS LADDER WITH 'BILCO' LU-3 STAINLESS STEEL LADDER SAFETY POST. COLOR TO BE YELLOW. SP-6 DETAILS ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 25% CONSTRUCTION DESIGN 09/22/2023 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 Date Published MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD PUBLIC WORKS CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL 100% CONSTRUCTION DESIGN 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 POOL BOTTOM SHALL BE OVEREXCAVATED MIN. 2'-0'', SCARIFIED 12'', MOISTURE CONDITIONED TO NEAR OPTIMUM MOISTURE CONTENT AND COMPACTED TO AT LEAST 90% RELATIVE COMPACTION. POOL BOTTOM SHALL BE OVEREXCAVATED MIN. 2'-0'', SCARIFIED 12'', MOISTURE CONDITIONED TO NEAR OPTIMUM MOISTURE CONTENT AND COMPACTED TO AT LEAST 90% RELATIVE COMPACTION. 1 SP-8 SEE CIVIL PLANS FOR DECK DRAINS AND DECK REINFORCEMENT VARIES SEE PLAN NOTE: ALL DECK JOINTS AT CANTILEVER SHALL BE FULL DEPTH AND DOWN FACE AND UNDER SIDE OF GUTTER. FOR 8'-0'' BEYOND POOL EDGE CANTILEVER CONCRETE AND FIRST 8'-0'' OF POOL DECK W/ MEDIUM BROOM FINISH AND 4,000 PSI CONCRETE PER SPEC SECTION 13.11.02 SEE 2/SP-6 FOR ADDITIONAL CANTILEVER AND DECK NOTES 1 CONCRETE NOTES: THE MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS WITH A 0.40 MIN. TO 0.50 MAX. WATER/CEMENT RATIO: POOL = 4,000 PSI SLAB-ON-GRADE = 4,000 PSI 2 CONTINUOUS INSPECTION BY AN APPOVED INSPECTOR IS REQUIRED FOR ALL CONCRETE PLACEMENT. 3 ALL CEMENT USED SHALL CONFORM TO A.S.T.M. C-150, TYPE II 4 FINE AND COARSE AGGREGATE SHALL CONFORM TO A.S.T.M. C-33. MAXIMUM SIZE OF AGGREGATE TO BE 1''. 5 CONCRETE MIX DESIGNS SHALL BE BASED UPON ACI 318, SECTIONS 19.3.2 AD 26.4.2. 6 CONCRETE SHALL BE TESTED AND INSPECTED PER CBC 1705.3 AND ACI 318. 7 REMOVAL OF FORMS SHALL COMPLY WITH ACI 318, SECTION 26.11.2. 8 ALL REINFORCING SHALL BE ASTM A-615, GRADE 60, UNLESS OTHERWISE NOTED. LAPS SHALL BE 64 BAR DIA. 1 SHOTCRETE NOTES: 2 3 ALL CEMENT USED SHALL CONFORM TO A.S.T.M. C-150, TYPE II 4 6 SHOTCRETE SHALL BE TESTED AND INSPECTED PER CBC 1705A.3 AND ACI 318-19 SECTIONS 26.12 AND 26.13. SHOTCRETE SHALL HAVE A COMPRESSIVE STRENGTH 4,000 PSI AT 28 DAYS. SHOTCRETE MATERIAL SHALL HAVE A WATER/CEMENT RATIO OF 0.40 MIN. TO 0.45 MAX. PER ACI 318. CONTINUOUS INSPECTION BY AN APPROVED INSPECTOR IS REQUIRED FOR ALL SHOTCRETE PLACEMENT PER ACI 318. FINE AND COARSE AGGREGATE SHALL CONFORM TO A.S.T.M. C-33. MAXIMUM SIZE OF AGGREGATE TO BE {''. 5 SHOTCRETE MIX DESIGNS SHALL BE PER ACI 318-19 SECTION 26.4 7 ANCHOR BOLTS, ANCHORS, DOWELS, INSERTS, ETC. SHALL BE SECURELY TIED IN PLACE PRIOR TO PLACING OF SHOTCRETE. 8 ALL REINFORCEMENT WITHIN SHOTCRETE SHALL MAINTAIN THE GREATER OF 6d AND 2\'' CLEAR SPACING BETWEEN BARS, NON-CONTACT SPLICES. 9 THE FILM OF LAITANCE WHICH FORMS ON THE SURFACE OF THE SHOTCRETE SHALL BE REMOVED WITHIN APPROXIMATELY TWO HOURS AFTER APPLICATION BY BRUSHING WITH A STIFF BROOM. IF THIS IS NOT REMOVED WITHIN TWO HOURS, IT SHALL BE REMOVED BY THOROUGH WIRE BRUSHING OR SAND BLASTING. CONSTRUCTION JOINTS OVER EIGHT HOURS OLD SHALL BE THOROUGHLY CLEANED WITH AIR AND WATER PRIOR TO RECEIVING SHOTCRETE. 10 ALL REINFORCING SHALL BE ASTM A-615, GRADE 60, UNLESS OTHERWISE NOTED. LAPS SHALL BE 64 BAR DIA. 3'' CLR. 256LICENSED ARCHIT E C T S TA TE OF CA L I F O R NIAREN. 07/31/23 GREG O R Y S. FE R R E L L C-35802 5 203173 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 25 10/8/2024 61909 JOHN MAASHOFF LICENSE # C61909 \''=1'-0'' \'' = 1'-0''\''=1'-0'' (WALL @12'-0'' SHOWN) ELEVATIONPOOL WALL SECTION PROVIDE CONST. JOINT AT POURED FLOOR & SHOTCRETE WALL JOINT PER DETAIL 2 "t" SEE TABLE SHOTCRETE WALLS POURED FLOOR VERTICAL REINF. HORIZONTAL REINF. REAR FACE FOR GUTTER/DECK SEE DETAIL REINFORCEMENT 1\ ' ' K E Y TERMINATE VERTICAL END OF WALL/FLOOR LAP REINFORCEMENT AT 3' ' CL R RA D I U S SPRING LINE 3''CLR "t" SEE TABLE SEE T A B L E TRANSITION (SEE TABLE) WALL/FLOOR WATER LEVEL 64 BAR MIN. WA T E R D E P T H DIA LAP 6'' FLR. WALL REINF. REAR FACE #5 @ 4\'' OC PER SCHEDULE 4'' PER SCHEDULE HORIZONTAL REINF. HORIZONTAL GUTTER REINF. PER DECKING WATERLEVEL CANT. "ds" SEE 3 2 FIELD BEND REINF. MIN. RADIUS = 6d FOR #4 BARS (W A T E R D E P T H M I N U S R A D I U S ) DI M E N S I O N V A R I E S 3 3 3 3 22 "ds" SEE TABLE THRU-OUT FLOOR #4 @ 12'' O.C. E.W. 3' ' CL R 6' ' FLOOR THICKENED TRANSITION 3 TABLE 3 3 2' - 6 ' ' 47 ' ' L A P 3 3''CLR VERTICAL REINF. 3 HORIZONTAL REINF. FRONT FACE 3 SEE TABLE SEE TABLE REAR FACE SEE TABLE FRONT FACE SEE TABLE E.W. = EACH WAY O.C. = ON CENTER LEGEND ['' CLR. 10''~ PIPE TYP. SURGE CHAMBER REINFORCING AT PIPE PENETRATIONS \''=1'-0'' WHEN PIPE LOCATIONS DISRUPTS REINFORCING GRID, ADD (1) #4 EA. SIDE x 48'' LONG (MIN. 24'' EA. SIDE OF < OF PIPE), LAP INTO GRID AT DISCONTINUED BARS. TYPICAL #4 @ 6'' O.C. E.W. IN VERTICAL WALL NOTE: OMIT BOTTOM KEYWAYS AND ALL WATERSTOPS AND PROVIDE WOOD FLOAT FINISH IF SHOTCRETE CONSTRUCTION IS USED SECTION6A 10'-0'' #5 @ 6'' O.C. VERT. @ SCA3-#4 ADDIT. (TYP. ALL WALLS) 32'' LAP TYP.PLAN VIEW 6A 10'' CENTERED 10 ' ' TY P . 32 ' ' L A P 10 ' ' 3' - 8 ' ' 3' ' TY P . 8' - 0 ' ' #4 @ 6'' O.C. HORIZ. CENTERED 10'' 4\ ' ' 4\'' CLR. 4\'' CLR. 5 SP-6 LATCH SIDE SCA 3''TYP.3'-8''18'' MIN. 2 - ACCESS LADDER WATERPROOFING PER 8'-0'' #4@6'' O.C. E.W. #5 @ 6'' O.C. VERTICAL #4 @ 6'' O.C. HORIZONTAL OPERATIONAL LEVEL 3'' OP E R . 3'- 0 ' ' #5 @ 6'' O.C. E.W. 12 ' ' SU R G E 10 ' - 0 ' ' 7' - 0 ' ' STATIC W.L. 9'' 10'' 32 ' ' L A P TY P . WATERSTOP SWELLSEAL #8 32'' LAP TYP. 10'' 3'' 2'-0'' 9' ' 2'-0'' THICKENED SECTION 4' ' 4\'' CLR. SPECIFICATIONS FIELD BENDREINF.FIELD BENDREINF. 4\'' 3' ' 9' ' 6'' 6' ' CL R . 4\ ' ' CL R . CLR. 4\'' CLR. 4\'' CLR. CL R . 4' 'CL R . 2316''x8''x{''x6'' LONG FRP ANGLE STANDARD WALL BRACKET TYP. VA R I E S P E R D E P T H A OF S U R G E C H A M B E R 8'' SP A C E R U N G S @ 1 2 ' ' O . C . 6' ' 6' ' 1'-6'' B VA R I E S P E R D E P T H A OF S U R G E C H A M B E R SP A C E R U N G S @ 1 2 ' ' O . C . 6' ' 6' ' 9' ' \''~ SS HILTI KBTZ2 W/ 3|'' MIN. EMBED TYP. (ESR-4266) 9' ' \''~ SS HILTI KBTZ2 W/ 3|'' MIN. EMBED TYP. (ESR-4266) A B LADDER WIDTH OVERALL LADDER HEIGHT CONTRACTOR TO VERIFY: 5' - 6 ' ' 7\ ' ' 3' - 4 \ ' ' 1' - 4 ' ' 5' - 6 ' ' 7\ ' ' 3' - 4 \ ' ' 1' - 4 ' ' SURGE CHAMBER REINF. 2' - 3 ' ' 2' - 3 ' ' 2' - 3 ' ' 2' - 3 ' ' 5 SP-6 1|'' SERRATED FRP RUNGS TYP. 2316''x8''x{''x6'' LONG FRP ANGLE STANDARD WALL BRACKET TYP. 'FIBERGRATE' DYNARAIL FRP ACCESS LADDER WITH 'BILCO' LU-3 STAINLESS STEEL LADDER SAFETY POST. COLOR TO BE YELLOW. TWO (2) PLACES. SP-7 DETAILS ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 25% CONSTRUCTION DESIGN 09/22/2023 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 Date Published MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD PUBLIC WORKS CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL 100% CONSTRUCTION DESIGN 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 SP-6 SP-6 SP-6 SP-6 SP-6 SP-6 SP-6 SP-6 SP-6 SP-6 SP-6 SP-6 SP-6 SP-6 POOL BOTTOM SHALL BE OVEREXCAVATED MIN. 2'-0'', SCARIFIED 12'', MOISTURE CONDITIONED TO NEAR OPTIMUM MOISTURE CONTENT AND COMPACTED TO AT LEAST 90% RELATIVE COMPACTION. SURGE TANK BOTTOM SHALL BE OVEREXCAVATED MIN. 2'-0'', SCARIFIED 12'', MOISTURE CONDITIONED TO NEAR OPTIMUM MOISTURE CONTENT AND COMPACTED TO AT LEAST 90% RELATIVE COMPACTION. AND ADDITIONAL NOTES 256LICENSED ARCHIT E C T S TA TE OF CA L I F O R NIAREN. 07/31/23 GREG O R Y S. FE R R E L L C-35802 5 203174 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 25 10/8/2024 61909 JOHN MAASHOFF LICENSE # C61909 NO SCALE 16 ' ' 14'' 12 ' ' 12 ' ' FOR DEPTH MARKER/ FORM RECESS ['' DEEP CAUTION MARKER PLAQUE 12'' TILES. 12'' WHITE PLASTER PER SPECIFICATIONS TARGET @ < OF TILE FLUSH W/ DOUBLE BULLNOSE EA. RACING LANE 1''x 1'' NON-GLAZED CERAMIC MOSAIC PLASTER FINISH 12'' FINISH 14'' TARGETS WATER LEVEL 6''x 6'' W.L. TILE ['' RAD @ DECK 1''x 1'' NON-GLAZED 4|''x 4|'' BLACK ON BLUE CERAMIC TILE DEPTH MARKERS CERAMIC MOSAIC 2\''x 6'' BULLNOSE 4|'' TYP. 8\'' FLUSH ROPE ANCHOR < EKO3 #DP-108-00004 STAINLESS STEEL GUTTER CAP CENTERED AT ALL RA & WP RA LOCATIONS TYP. 1\'' = 1'-0''1\"=1'-0" 1\'' = 1'-0'' SECTION THROUGH TILE SETTING BED MORTAR [' ' MARKERS 8' ' 36'' 45'' 1'' X 1'' CONTRASTING NON-GLAZED CERAMIC MOSAIC TILE LETTERS ON NON-GLAZED TILE FIELD - SEE SPEC'S FOR COLOR AND MFR 3''=1'-0'' CERAMIC MOSAIC TILE LETTERS ON NON-GLAZED WHITE FIELD - SEE SPEC'S FOR COLOR AND MFR. 1'' X 1'' CONTRASTING NON-GLAZED DECK AND FRONT CANTILEVER DECK FACE (PER DET. 2 SP.6) AT ALL DEPTH MARKER LOCATIONS PROVIDE DEPTH MARKERS ON SEE DETAIL FOR TYPICAL SECTION THROUGH TILE MORTAR BED 6 2'-4'' 8' ' 8' ' 8'' 2'-10'' 2'-10'' 6 1\'' = 1'-0'' TYP. 8' ' 2'-2'' 1'-2''12''1'-2'' 12 ' ' 3'-4'' 1''x 1'' UNGLAZED NON-SLIP CERAMIC MOSAIC TILE PER SPECIFICATIONS WHITE PLASTER FINISH WATER LEVEL PER SPECIFICATIONS12'' 12 ' ' 12 ' ' 16 ' ' 14''14''12'' 1'' X 1'' NON-GLAZED CERAMIC MOSAIC TILE PER SPECIFICATIONS CANTILEVER DECK FACE SILK SCREEN OF 6'-0'' OR LESS. NOTE: PLACE IN DECK AT ALL DEPTH MARKER LOCATION TAN COLOR BODY WITH BLACK OUTLINE, HAIR AND TRUNKS. _'' BLUE WATER. _'' BLACK POOL FLOOR. 5. 6. 4. 3. 2. 1.INLAYS DOUBLE GLAZED WHITE SLIP RESISTANT TILE TYP. OF (1) PIECE OVER |'' MORTAR BED WITH 116'' GROUT JOINTS. SEE PLAN FOR LOCATION. 1'' WIDE RED CIRCLE WITH 1'' WIDE RED DIAGONAL LINE. 116'' RED TICKS ABOUT THE HEAD. REFER TO DEPTH MARKERS DETAIL FOR DIMENSIONS & LOCATIONS. 4 - SP-8 DETAILS ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 25% CONSTRUCTION DESIGN 09/22/2023 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 Date Published MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD PUBLIC WORKS CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL 100% CONSTRUCTION DESIGN 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 8' ' DOUBLE BULLNOSE TILE LOCATED 6'' CLEAR OF DECK JOINTS NOTE: DEPTH MARKERS SHALL BE LOCATED 6'' CLEAR OF DECK JOINTS NOTE: NO RUNNING AND NO DIVING MARKERS SHALL BE 256LICENSED ARCHIT E C T S TA TE OF CA L I F O R NIAREN. 07/31/23 GREG O R Y S. FE R R E L L C-35802 5 203175 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 25 10/8/2024 61909 JOHN MAASHOFF LICENSE # C61909 [''=1'-0'' MIN. 9' ' 9' ' 9' ' 9' ' 3' - 6 ' ' 9' ' 9' ' 6'' 6'' AND SPECTRUM #35214 S.S. ESCUTCHEON PLATES 6'-0'' 12'' HANDRAIL TYPE 304 WITH 320 GRIT FINISH "PARAGON" # 34203: 1.90'' O.D. W/ #C1200B BRONZE ANCHOR SOCKETS 1-#4 CONT. @ EA. STEP TILE DOWN TO 6''x6'' W.L. #4 @ 12'' O.C. EW CENTERED IN 6'' SLAB PROVIDE WHITE NON-SLIP 1''x1'' TILE @ LAST RISER #3 TIE @ 18'' O.C. 4-#4 CONT. LAP INTO POOL EA. SIDE \'' 6' ' 14'' 2' - 1 0 ' ' REINF. BOND TO REINF. BOND TO 12'' LEVEL TO START OF RADIUS 2' - 1 0 ' ' TRIM TILE ON STEPS 'INLAYS' 2\''x6'' NON-SLIP ''BLACK''#CPC00022 OR 'DALTILE' 1''x2'' |'' ROUND #S812 WITH2-1''x1'' BLACK NON-SLIP TILE. WATERLEVEL 3'' CLR. TYP. EA. SIDE. TERMINATES AT FIRST POOL RISER 12'' 6' ' 9' ' 12'' 3''CLR.MIN. #3 @ 6'' O.C. E.W. x 20'' LONG 2|'' 1' ' \''R EDGE TILE #CPC00022, NON-SLIP, BLACK. INLAYS SAFETY 2|'' x 1'' x 6'' LONG PLASTERFINISH WHITE 1\''=1'-0'' 3 - STAIR TREAD DETAIL AND UPPER APPROACH TRIM TILE AT TOP SLAB (12''x18'') 4| ' ' 2\ ' ' CL R . 11'' 24'' LAP 2\ ' ' 4_ ' ' 1, 2 SP-14 1, 2 SP-14 3" 3" 6" 7" 7"3"3" 7"6"7" THICKENED POOL GUTTER [''=1'-0'' WATERLEVEL 6' ' 12 ' ' DE P T H POOL DECK ELEV. PER PLAN GUTTER TO TERMINATE AT FIRST STEP PER PLAN 6' ' PE R P L A N HANDRAIL PROVIDE 1''x1'' TILE ALONG FACE OF THICKENED DECK AND TOP STAIR RISER 2 - CONTRACTOR SHALL MATCH WATERLINE AND GUTTER CAP TILE ALONG FACE OF STAIR RISER. 12''12''12'' [''=1'-0'' 1. 2. 3. GUSSET COVER PLATE TO BE ATTACHED REQUIRING A TOOL FOR REMOVAL. 4.UTILIZE OUTLET IN OFFICE FOR DISABLED LIFT BATTERY CHARGE STATION. 5.POOL LIFT SHALL BE LOCATED WHERE THE WATER LEVEL IS AT LEAST 36'' AND DOES NOT EXCEED 48'' DEEP , UNLESS ENTIRE POOL IS GREATER THAT 48'' DEEP. (CBC SECTION 11B-1009.2.1) 6.ON THE RAISED POSITION, THE CENTERLINE OF THE SEAT SHALL BE LOCATED OVER THE DECK AND 16'' MINIMUM FROM THE EDGE OF THE POOL. THE DECK SURFACE BETWEEN THE CENTERLINE OF THE SEAT AND THE POOL EDGE SHALL HAVE A 2% MAX. SLOPE. (CBC SECTION 11B-1009.2.2) 7.CLEAR DECK SPACE SHALL BE PROVIDED ON SIDE OF SEAT OPPOSITE THE WATER PARALLEL TO THE WATER 36'' WIDE x 48'' MINIMUM FROM A LINE LOCATED 12'' BEHIND THE REAR EDGE OF THE SEAT. THE CLEAR SPACE SHALL HAVE A 2% MAX. SLOPE. (CBC SECTION 11B-1009.2.3) 8.THE HEIGHT OF THE LIFT SEAT SHALL BE DESIGNED TO ALLOW A STOP AT 17'' MIN. TO 19'' MAX. MEASURED FROM THE DECK TO THE TOP OF THE SEAT SURFACE WHEN IN THE RAISED POSITION. (CBC SECTION 11B-1009.2.4) 9.THE SEAT SHALL BE RIGID AND 17'' MIN. TO 19'' MAX. WIDE. THE LIFT SEAT SHALL HAVE A BACK SUPPORT 12'' MIN. TALL. (CBC SECTION 11B-1009.2.4) 10.FOOTRESTS SHALL BE PROVIDED, EXCEPT FOR SPA LIFTS, AND SHALL MOVE WITH THE SEAT. LIFT SHALL HAVE TWO ARMRESTS. THE ARMREST POSITIONED OPPOSITE THE WATER SHALL BE REMOVABLE OR SHALL FOLD CLEAR OF THE SEAT WHEN THE SEAT IS IN THE RAISED POSITION. (CBC SECTION 11B-1009.2.6) 11.THE LIFT SHALL BE CAPABLE OF UNASSISTED OPERATION FROM BOTH THE DECK AND WATER LEVELS. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL BE UNOBSTRUCTED WHEN THE LIFT IS IN USE (CBC SECTION 11B-309.4). LIFT MUST BE STABLE AND NOT PERMIT UNINTENDED MOVEMENT WHEN A PERSON IS GETTING INTO OR OUT OF THE SEAT. (CBC SECTION 11B-1009.2.7) 12.THE LIFT SHALL BE DESIGNED SO THAT THE SEAT WILL SUBMERGE TO A WATER DEPTH OF 18'' MIN. BELOW THE STATIONARY WATER LEVEL. (CBC SECTION 11B-1009.2.8) 13.LIFT SEAT MUST HAVE AN OCCUPANT RESTRAINT FOR USE BY THE OCCUPANT OF THE SEAT AND THE RESTRAINT MUST MEET THE STANDARDS FOR OPERABLE CONTROLS IN COMPLIANCE WITH CBC SECTION 11B-1009.2.4 AND SECTION 11B-309. NOTES: 'AQUA CREEK' MIGHTY 400 F-MTY-400 (350 lbs. MIN. LIVE LOAD AND 400 lbS. MAX. LIFTING CAPACITY) CONTRACTOR SHALL PROVIDE COVER FOR LIFT 'AQUA CREEK'EXTRA BATTERY PACK 'AQUA CREEK' #F-004AB AND TRANSPORTER CART 'AQUA CREEK' #F-MTTC. 2' - 0 ' ' 2' - 0 ' ' 4'-0'' 12 ' ' CLEAR DECK SPACE 4' - 0 ' ' 3'-0'' - A 4'-0''x4'-0''x12'' DEEP SUPPORT FOOTING 18'' SEAT ROTATED OVER POOL SEAT RESTRAINT TOP VIEW POOL PERIMETER3'-6'' (3'-8'' MAX.) 2'-6'' POOL PERIMETER FOOT REST DRIVE ARM SEAT RESTRAINT 1' - 6 ' ' M I N . 12 ' ' 1' - 6 ' ' MI N . WATER LEVEL BATTERY AND CONTROL BOX FLIP-UP OUTER ARM REST SEAT LOWERED 2'-6'' FROM DECK 64 { ' ' SLOPE1.8% MAX SIDE VIEW 4'-0'' 12 ' ' 2.37'' O.D. x 6.17'' DEEP STANCHION ANCHOR BONDING CABLE AND CLAMP PER DETAIL 1, 2 SP-14 6. 1 7 ' ' 2'-6'' ACTUATOR TOP VIEW FOOTING DETAIL BA C K O F G U T T E R 2.37'' O.D. x 6.17'' BRONZE ANCHOR ASSEMBLY 1'' ~ O.D. X 4'' PVC FIXING ANCHOR #4 @ 12'' O.C. E.W. TOP AND BOTTOM 3'' CLR. TYP. 12'' MIN. (14'' MAX.) 4'-0'' < AN C H O R EM B E D 2' - 0 ' ' 2' - 0 ' ' 4'-0'' SQ. X 10'' DEEP CONCRETE FOOTING 3\'' 3'-6'' (3'-8'' MAX.) #4 @ 12'' O.C. E.W. TOP AND BOTTOM. COORDINATE WITH DECK REINFORCEMENT SP-9 DETAILS ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 25% CONSTRUCTION DESIGN 09/22/2023 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 Date Published MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD PUBLIC WORKS CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL 100% CONSTRUCTION DESIGN 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 256LICENSED ARCHIT E C T S TA TE OF CA L I F O R NIAREN. 07/31/23 GREG O R Y S. FE R R E L L C-35802 5 203176 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 25 10/8/2024 61909 JOHN MAASHOFF LICENSE # C61909 \'' = 1'' HE X]' ' 3\'' HEAVY DUTY CHROME PLATED EYE BOLT PARAGON #70317 FILL SPACE BETWEEN ANCHOR AND SHOTCRETE SOLID WITH 10,000 PSI AT 7 DAY NON-SHRINK GROUT BONDING CABLE AND CLAMP PER PO O L W A L L PE R P L A N 7'' THREADED BRASS INSERT PARAGON #70318 WHITE PLASTER FINISH 1, 2 SP-14 3''=1'-0'' 1, 2 SP-14 PE N D A N T S T A N C H I O N = 7 ' - 0 ' ' BA C K S T R O K E S T A N C H I O N = 7 ' - 0 ' ' WRENCH (TYPICAL) PROVIDE GROUND CABLE TO DECK REINF. GRID ELEV. PER PLAN POOL DECK 6'' THICKEN SLAB AS SHOWN AL L S I D E S 4' ' C L ' R 3" DRILLED FOR SPANNER THREADED PLUG AND STANCHION ANCHOR WITH S.S. PIPE STANCHION (TYP) 1.90" O.D. X 0.145" WALL RECALL STANCHIONS INSTALL BACKSTROKE & CHROMED CAST BRONZE STANCHION ACCESSORIES: PER SPECIFICATIONS #3 BARx20'' PROVIDE (4) THUS: WATERLINE 3'-0" BACK FROM 3' ' C L ' R #4 @ 12'' O.C. E.W. ON POST ALLOWED. MAXIMUM 100lb. TENSIONNOTE: 3\''3\'' 2'' C L R . 3" 6" 7" 7"3"3" 7"6"7" 6' ' 3' ' C L ' R 2''2'' 1''=1'-0'' [''=1'-0'' 4'-6'' 6' - 0 ' ' O R 8 ' - 0 ' ' P E R S P E C . PLATFORM SEAT 4'-2'' 2'-2''NOTE: SEE SPEC'S FOR CHAIR MFR RUBBER BUMPER DECK PER PLAN CYCOLAC STEPS GRIT FINISH. STAINLESS STEEL WITH 320 TYPE 304 1''=1'-0'' VERIFY REINF. CABLE AND CLAMP PER TO DECK DETAIL GUTTER BONDING POOL 1" C 8'' X 12'' STEP ANCHOR COMPETITOR MANUF. PLATFORM SOCKET PER 10 d e g 6' ' 1'-6'' 1' - 0 ' ' ROPE ANCHOR PER DETAIL (BEYOND) WATER LEVEL 24'' X 32'' TOP PLATFORM PER MFR CALLED OUT ELEV. PER PLAN IN SPEC'S (FIBERGLASS) TUBING 1''~ POOL DECK POOL PERIMETER BACKSTROKE 2'- 6 ' ' M A X ELEV. 1' - 6 ' ' PLATFORM EKO STAINLESS STEEL GUTTER CAP CENTERED AT ALL RA & WP/RA 3 LOCATIONS 9' ' STEEL WITH 320 GRIT TYPE 304 STAINLESS FINISH 3' ' PROVIDE (6) #3 BAR THUS: 7" 7" 7" 21 \ " 1 -SP-14 1, 2 6"7" REINF. CABLE AND CLAMP PER TO DECK DETAIL GUTTER BONDING POOL WATER LEVEL 9' ' POOL PERIMETER DECK PER PLAN BUMPER PLATES 1''x1'' NON-SLIP TILE 6''x 6'' MIN. TYP. TYP. EACH LEG PROVIDE WHITE BUMPER RUBBER ESCUTCHEON PLATE W/ SPECTRUM S.S. #35214 ANCHOR SOCKET CAST BRONZE 4_ ' ' CROSS BRACED PRE-FABRICATED LADDER PER SPEC'S 6''30'' 1' - 0 ' ' 8' ' 1' - 0 ' ' 1' - 0 ' ' 2' - 4 ' ' 4' ' 3|'' (3'' MIN.) 4|'' (5'' MAX.) 5'' MIN.STAIR TREAD TYP. 1' - 0 ' ' GRIT FINISH. TYPE 304 STAINLESS STEEL WITH 320 #3 BARx24'' @ EA. PROVIDE (4) POST THUS: 3' ' SP-14 1, 2 3" 3" 6" 9"3"3" 9"6"9" 9" SP-10 DETAILS ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 25% CONSTRUCTION DESIGN 09/22/2023 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 Date Published MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD PUBLIC WORKS CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL 100% CONSTRUCTION DESIGN 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 256LICENSED ARCHIT E C T S TA TE OF CA L I F O R NIAREN. 07/31/23 GREG O R Y S. FE R R E L L C-35802 5 203177 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 25 10/8/2024 61909 JOHN MAASHOFF LICENSE # C61909 1''=1'-0'' RUBBER BUMPER TILE BUMPER PLATES TYP. EA. LEG (6''x 6'') PROVIDE WHITE NON-SLIP POOL PERIMETER BONDING DETAIL TO CABLE AND CLAMP PER GRID DECK REINF. EDGE DET'L ON POOL GUTTER AS SHOWN POOL 6' ' WATER LINE PER PLAN DECK ELEV. STANCHION ANCHOR SOCKET VERIFY 2'-6''2'-4'' 3' - 0 ' ' W H E N P O O L I S 5 ' - 0 ' ' O R G R E A T E R 5' ' VA R I E S 1' - 6 ' ' 10 ' ' 1, 2 SP-14 3" 3" 6" 7" 7"3"3" 7"6"7" #3 BARx20'' PROVIDE (4) THUS: SP-6 3 1''=1'-0'' SIDE VIEW FRONT 12 ' ' 17 ' ' 4' - 8 ' ' 27 ' ' 14''10'-4'' \''=1'-0'' 14'' ANTI FLOATING WATERPOLO GOALS TO MEET NFSHA & USA WATERPOLO STANDARDS OR EQUAL PLAN VIEW SIDE AND REAR ROPE TETHERS 3' - 6 ' ' CSECTION 6''7'' 3''CLR. VERT./HORIZ. REINF. PER 1 1 32 ' ' L A P T Y P . 1'- 0 ' ' 1' - 0 ' ' 1' - 0 ' ' 2' - 1 1 ' (V E R I F Y ) WATERLEVEL GRABRAILS AS SHOWN ON SPEC'S FOR MORE INFO PLAN ABOVE - SEE FIGURE 4 TYPE CYCOLAC STEP INSERTS (TYP.) 24'' CLR. FINISH WHITE PLASTER - C 16\'' TYP. 6' ' TY P . 5' ' \' ' \' ' 15\''\''\'' BELEVATION POOL PERIMETER GRABRAIL AS SHOWN - A (3) #3 BARS 30'' LONG 24'' LONG (4) #3 BARS 24 ' ' C L R . NON-SLIP CERAMIC TILE PER SPEC'S 1'' X 1'' UNGLAZED PROVIDE 1'' RADIUS CANTILEVER DECK EDGE TYP. AT CORNERS 2' - 2 ' ' PLAN POOL PERIMETER B - 3'' 3' ' 3''4''4''3'' REINF PER TAKEN DURING THE SHOTCRETE/ NOTE: CARE SHALL BE STEP CUT-OUTS THAT ARE SUFFICIENTLY (NO EXCEPTIONS!!) CYCOLAC STEP INSERTS. FLUSH INSTALLATION OF DEEP TO ALLOW FOR PROCESS TO PROVIDE STRUCTURE 7'' MIN. 3/SP-6 A @ EACH STEP. LAPS HORIZ. #4 BARS 40'' LONG WHITE PLASTER FINISH SHOTCRETE POOL 15\W'' X 5''H X 5\''D (2) #4 BARS 6'' APART (BEYOND) EACH SIDE OF STEPS SHELL DEEP GROUT DE E P E N D 1' - 0 ' ' 1' - 0 ' ' ON L Y 2'-2'' 1'-6'' ESCUTCHEON PLATES W/ SPECTRUM #35214 S.S. CLAMP PER CABLE AND DET'L BONDING (2 PER GRABRAIL) 8' ' 7'' 3' ' 8'' CAST BRONZE ANCHOR SOCKET 320 GRIT FINISH AS SHOWN ON TYPE 304 STAINLESS STEEL WITH SLIP CERAMIC INSERTS (TYP.) CYCOLAC STEP ELEV. PER PLAN UNGLAZED NON- DECK LINE BEYOND TILE PER SPEC'S PLAN ABOVE - SEE SPEC'S FOR POOL DECK WATER LEVEL 2''8'' 1' - 0 ' ' 1' - 0 ' ' VE R I F Y 2' - 1 1 ' ' FIGURE 4 TYPE GRABRAILS 9' ' SECTION 4_ ' ' 2}'' MORE INFORMATION. 8' ' 4'' 1 1 7" 7" 6" EQ . EQ . 7"7"7" 2" 2\" 2\"GRABRAIL THUS: PROVIDE (7) #3 BAR PER 4. 6 2 5 ' ' 5" #4 x 94'' LONG HORIZONTAL BENT BARS: LAP 32'' EACH SIDE WITH WALL HORIZONTAL BARS THAT STOP AT START OF STEP INSET. 12'' INTO EACH SIDE BEYOND OPENING. #4 x 94'' LONG HORIZONTAL BENT BARS: LAP 32'' EACH SIDE WITH WALL HORIZONTAL BARS THAT STOP AT START OF STEP INSET. (2) #4 BARS 6'' APART EACH SIDE OF STEPS EXTEND 32'' MIN. BELOW BOT. OF LOWEST STEP SP-14 1, 2 2\" 2" SP-11 DETAILS ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 25% CONSTRUCTION DESIGN 09/22/2023 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 Date Published MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD PUBLIC WORKS CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL 100% CONSTRUCTION DESIGN 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 FUTURE WATERPOLO GOAL ASSEMBLY 256LICENSED ARCHIT E C T S TA TE OF CA L I F O R NIAREN. 07/31/23 GREG O R Y S. FE R R E L L C-35802 5 203178 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 25 10/8/2024 61909 JOHN MAASHOFF LICENSE # C61909 \''=1'-0''1'' = 1'-0'' 18 ' ' 6' ' < 18 ' ' 36'' 1' ' 64 BAR DIA. TYP. MAIN DRAIN SUMP POOL PLASTER NOTE: #4 BARS @ 12'' O.C. E.W. PER PLAN SUCTION PIPING 9'' 18 19 202122 23 DALDORADO, LLC. DalMax-GO-1818 (Single) UNBLOCKABLE Cover in Multiples per APSP-16 2017 Life 10 Years Submerged Suction Outlet Cover DalMax-SG/FG-18X36: FLOOR-2869 GPM WALL-2080 GPM DalMax-SG/FG-18X54:FLOOR-4412GPM For Single or Multiple Drain Use 6'' MIN. 6'' MIN. CONTRACTOR SHALL PROVIDE ALL REQUIRED CERTIFICATIONS FOR V.G.B.A., AB1020 (CALIFORNIA ONLY) OR ANY STATE CERTIFICATIONS. NO LEAK FLANGE TYP. OR SWELL LEAK #8 18''x 18'' MIN. DRAIN ROCK UNDER MAIN DRAIN 2''~ HYDROSTATIC RELIEF VALVE @ MAIN DRAIN TYP. DALDORADO MAIN DRAIN SUMP/GRATE DALMAX-SG-183634 PIPE SIZE PER PLAN V.G.B. COMPLIANT 4 SP-13 PVC HEADER 1\''~ PVC 90^ ELBOW ELEV. PER PLAN POOL FLOOR POOL PLASTER TYP. OPEN COVER PLATE ONE FULL TURN INSTALL FLUSH TO TOP OF PLASTER FLOOR INLET FITTING PER SPECIFICATIONS NON-SHRINK GROUT NO LEAK FLANGE OR SWELL SEAL #8 TYP. ALTERNATE LOCATION FOR PVC HEADER < FITTING (SEE PLAN FOR PRECISE LOCATION) 3''=1'-0'' 4 SP-13 1''=1'-0'' 3'' PVC 45^ PVC GUTTER RETURN 3'' PVC LEADER CONC. POOL DECK RIMFLOW POOL ONLY: AIR VENT MUST BE INSTALLED NO LOWER THAN \'' BELOW POOL WATER LEVEL. TO SURGE CHAMBER PROVIDE BONDING IF WITHIN 5' OF POOL EDGE GUTTER LINE AIR VENT 'ZURN' #JP2210-TOP-3 WITH \'' MAX. GRATE OPENINGS IN ALL DIRECTIONS. BO A R D 19\'' PLAN 36''56}''22['' DASHED LINE INDICATES LIMIT OF THICKENED PAD -SEE SECTION ABOVE 32'' 2 }''~ BOLTS INTO C SECTION PER DETAIL (TYPICAL) STAND ANCHORS 12 ' ' T Y P I C A L U. N . O . 21 ' '29 | ' ' FLOOR AS SHOWN THICKEN DECK 36''12 ' ' #4 @ 12'' O.C. E.W. TOP & BOT. 3' ' C L R . 73'' ANCHORS 9'' TYP. PER STAND 3' - 0 ' ' 3' - 3 { ' ' WATER LINE ELEV. PER PLAN POOL DECK (1 M E T E R ) VERIFY THIS DIMENSION PERIMETER POOL 72'' SECTION 12 ' ' 12 ' ' 4' - 5 | ' ' 6' ' TY P . 2-#3 TYP. 6' ' TY P . 6' ' TY P . 1, 2 SP-14 2 SP-14 6' ' TY P . BONDING CABLE AND CLAMP PER DETAIL (EACH ANCHOR) NON-SLIP STAIRS HANDRAIL ONE PIECE EXTRUDED RIBBED ALUMINUM DURABLE DIVE BOARD WITH SLIP-RESISTANT, EASILY CLEANABLE, CORROSION RESISTANT FINISH. 8'-0''SLOT DRAIN - SEE CIVIL PLANS SLOT DRAIN 6'' PVC PIPE SP-14 1, 2 #4 @ 12'' O.C. E.W. U BARS WITH 64 BAR DIA. LAP TOP & BOTTOM, #4 BARS AT 12'' O.C. E.W.LAP 64 BAR DIA. WITH FLOOR 3'' CLR. 34 ' ' 2 PIPE DIA. OR 6'' MIN. (WHICHEVER IS LESS) 18 ' ' O R A S R E Q ' D BY C O D E NOTE: COORDINATE ALL PIPING WITH SITE UTILITIES INCLUDING PIPING, CONDUITS/STRUCTURES AND THE LIKE. COORDINATE ALL PIPING ELEVATIONS WITH ALL SITE UTILITIES. UNDERGROUND PIPING4' 'MI N . PROVIDE SAND ENCASEMENT OF ALL PIPES 6' 'MI N . TOP OF POOL DECK 1'' = 1'-0'' SP-12 DETAILS ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 25% CONSTRUCTION DESIGN 09/22/2023 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 Date Published MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD PUBLIC WORKS CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL 100% CONSTRUCTION DESIGN 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 COORDINATE W/ DECK REINF. COORDINATE W/ DECK REINFORCEMENT 256LICENSED ARCHIT E C T S TA TE OF CA L I F O R NIAREN. 07/31/23 GREG O R Y S. FE R R E L L C-35802 5 203179 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 25 10/8/2024 61909 JOHN MAASHOFF LICENSE # C61909 1''=1'-0'' SIZE SHOWN ON PIPING (GRAY IN COLOR) FINISH W/ (2) COATS OF THOROSEAL NO-LEAK FLANGE PLAN PIPING OUTLET GUTTER FLOW 1'' LEDGE 4 SIDES PRE-FABRICATED GRATING PER SPECIFICATIONS 2''12'' 1'-4'' VANDEL PROOF GRATE IS 1'-1'' WIDE X 3'-0'' LONG (INSIDE DIM.) GUTTER OUTLET BOX FRAME WITH GROUT SOLID SHELL SHOTCRETE POOL 8' ' 1' - 1 ' ' 1' - 1 ' ' 1' - 6 ' ' 1' - 6 ' ' 1'-6''9''9'' SURGE CHAMBER (BEYOND) SLOPE MIN. 1.5% GUTTER GRATE BEYOND PVC GUTTER LAWSON AQUATICS MLD-FGD-1212 SUCTION LINE TO WATER LEVEL 2'' POOL PERIMETER 7'' 6' ' 6' ' CLR.2'' 8'' < 8''WATER LEVEL TOP OF DECKING #4 @ 12'' O.C. BONDING CABLE AND CLAMP PER DETAIL TO DECK REINF. 1, 2 SP-14 TOP AND BOTTOM FLUSH #5 @ 12'' O.C. TOP AND BOTTOM PROVIDE 1-#4 ADDITIONAL EA. SIDE OF OPENING TYP. PROVIDE 1-#4 ADDITIONAL EA. SIDE OF OPENING TYP. PROVIDE GUTTER ACCESS COVER. 12''x16'' STAINLESS STEEL PAN WITH 1'' CONC. INFILL AND LIFTING LUGS. PROVIDE 3/16'' S.S. ANGLE IRON FRAME WITH BONDING LUG. ONE PER GUTTER OUTLET. FOUR (4) TOTAL. COORDINATE LOCATIONS WITH DECK ANCHORS. DISCONTINUE DECK REINF. 2'' CLR. AROUND ACCESS COVER POOL DECK. SIX (6) TOTAL. ELEV. PER PLAN 4 - TOP VIEW DECK REINF. PER CIVIL GUTTER WALL #4@12" O.C. E.W. IN CANTILEVER GUTTER ADDITIONAL #4 BAR X 48" EACH SIDE GUTTER ACCESS POOL SIX (6) TOTAL PI P E D I A M E T E R PE R P I P I N G P L A N MIN. 4'' PE R TA B L E WI D T H FL A N G E SOLVENT OR HEAT WELDED PVC SEAL FLANGE ON COUPLING AS SHOWN PVC PIPE SHOWN ON PIPING PLAN CAST-IN-PLACE CONCRETE OR SHOTCRETE WALL OR FLOOR AS SHOWN ELSEWHERE 12'' & LARGER 2\'' 2'' 1\'' \'' 8'' TO 12'' 4'' TO 6'' \'' TO 3'' PIPE SIZES FLANGE WIDTH FLANGES: EQUAL EQUAL NO SCALENO SCALE OPERATIONAL LEVEL STATIC WATER LEVEL OF POOL MR-5 6 BFV3' - 6 ' ' SU R G E 5' - 0 ' ' SP-7 3 BFV BFV SP-5 5 2x P I P E CV BFV DI A . BFV DECK LEVEL TOOL OPERATED BFV WITH S/S EXTENSION SHAFT W/ DETACHABLE OPERATING TOOL LOCATED IN STANCHION POST ANCHOR W/ THREADED CAP. GUTTER OUTLET SUCTIONS FROM POOL MIN 1.5% SLOPE SURGE CHAMBER ACCESS 8'' DIA PVC STILLING WELL WITH 'BECS' LEVEL SENSOR ESTABLISHING OPERATIONAL LEVEL. LEVEL SENSOR SHALL BE SERVICEABLE FROM ACCESS LADDER. 6'' FILL EQUALIZER LINE LINE @ STATIC W.L. +36'' TALL PUMP PIT FINISHED FLOOR IN MECHANICAL ROOM. MIN DEPTH 48'' BELOW POOL STATIC W.L. PUMP EFFLUENT TO FILTERS BACKFLOW PREVENTED COLD WATER SUPPLY WITH CLAVAL FILL SYSTEM. FILTER RETURN TO FLOOR INLET SYSTEM REFER TO PLANS FOR PUMP PIT DIMENSIONS CIRC. PUMP ON PAD SURGE CHAMBER SUCTION SURGE CHAMBER REFER TO PLANS FOR SURGE CHAMBER DIMENSIONS. REFER TO PIPING PLAN FOR SURGE DATA. CIRC. PUMP SURGE CHAMBER TEE SUCTION AT +6'' A.F.F.FLOAT VALVE PER SPECIFICATIONS MAIN DRAIN SUCTION MAIN DRAIN SUCTION PIPING. MAINTAIN OPERATIONAL LEVEL DEPTH FROM POOL EDGE TO SURGE CHAMBER. GA P NOTE: MAINTAIN MAXIMUM POSSIBLE SEPARATION BETWEEN INFLUENT AND SUCTION LINES IN SURGE PIT. MR-5 6 SP-7 2 SURGE CHAMBER ACCESS LADDER - 2 ['' CLR. MIN. 3 PIPE DIA. APART 10''~ PIPE TYP. SURGE CHAMBER REINFORCING AT PIPE PENETRATIONSA \''=1'-0'' WHEN PIPE LOCATIONS DISRUPTS REINFORCING GRID, ADD (1) #4 EA. SIDE x 48'' LONG (MIN. 24'' EA. SIDE OF < OF PIPE), LAP INTO GRID AT DISCONTINUED BARS. TYPICAL #4 @ 6'' O.C. E.W. IN VERTICAL WALL [''~ S/S HANDLE 24'' LONG. WELD TO [''~ S/S PIPE ['' S/S MALE END. 1'' DEEP MIN. CONTRACTOR SHALL PROVIDE TWO (2) WRENCHES TOTAL. 4' - 0 ' ' ['' SQ. S/S FEMALE END AT 1'' HIGH WELDED TO ['' SCH. 40 LOCATED APPROX. IN CENTER OF SLAB [''~ S/S PIPE. LENGTH VARIES SLEEVE TO EXTEND 12'' BELOW SLAB PIPE SIZE PER PIPING PLAN |'' S/S BOLT WELDED TO SHAFT LOCKING NUT |'' S/S BOLT BUTTERFLY VALVE DECK SOCKET VALVE EXTENSION 2'' PVC SLEEVE NON-SHRINK GROUT 4'' CORE NO SCALE 2'' BRONZE PLUG - PROVIDE KEY OR SPANNER WRENCH. PVC NOT ACCEPTABLE INSTALLING CONTRACTOR SHALL MARK FLANGE OF DECK SOCKET AT A POINT ALIGNED WITH NOTCHES TO INDICATE VALVE BEING EITHER OPEN OR CLOSED SP-13 DETAILS ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 25% CONSTRUCTION DESIGN 09/22/2023 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 Date Published MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD PUBLIC WORKS CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL 100% CONSTRUCTION DESIGN 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 256LICENSED ARCHIT E C T S TA TE OF CA L I F O R NIAREN. 07/31/23 GREG O R Y S. FE R R E L L C-35802 5 203180 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 25 10/8/2024 61909 JOHN MAASHOFF LICENSE # C61909 ALL CONDUITS IN POOL LIGHTING SYSTEM TO BE A MINIMUM OF 1''~. 5. 10. 9. 8. 7. 6. UNDERWATER LIGHT NOTES: 4. 3. 2. 1. 11. 12. CONDUCTORS TO POOL. J-BOXES SHALL BE MINIMUM 2-#8 & 1#8 (SEE UNDERWATER LIGHT PLAN) SOLID UNBROKEN TO MAIN PANEL ISOLATED GROUND BUSS. THIS BUSS IS TO BE CONNECTED WITH SOLID INSULATED #8 COPPER WIRE TO UFER & COLDWATER GROUNDING LUG ON GROUNDING BUSS. UPSIZE CONDUCTORS AS REQUIRED FOR HOMERUNS EXCEEDING 100'. ALL BRASS POOL J-BOXES SHALL BE FLUSH MOUNTED IN WALLS. IF FLUSH MOUNTING IS NOT POSSIBLE THEN MOUNTING SHALL BE SURFACE MOUNTED AND CONCRETE ENCASED. CONDUITS WHERE ALLOWED BY CODE SHALL BE P.V.C. (POLYVINYL CHLORIDE) FROM WET NICHES TO BRASS J-BOXES TO LIGHTING PANEL. ALL CONDUITS IN FREE AIR SPACE AND ALL RISERS SHALL BE RED BRASS TYPICAL. PVC CONDUITS SHALL BE SOLVENT WELDED WITH PURPLE PRIMER AND GRAY HEAVY BODIED GLUE. LIGHTING CONTACTORS SHALL BE "ALLEN-BRADLEY" #500 L; OR EQUAL MOUNTED IN A NEMA 12 HINGED COVER - LOCKABLE ENCLOSURE. CONTACTORS TO BE SWITCHED BY MOMENTARY SWITCH EQUAL TO "HUBBELL" #1557 MOUNTED IN J-BOX IN MECHANICAL EQUIPMENT ROOM. REFER TO ELECTRICAL PLANS FOR LOCATION OF OWNER COORDINATED REMOTE UNDERWATER LIGHT SWITCH. BRASS POOL J-BOXES SHALL BE "HYDREL" #1719 ; W/ 1'' HUBS OR EQUAL. (NO DIE CAST BOXES). STRINGS SHALL BE PULLED IN ALL CONDUITS PRIOR TO PLACEMENT OF CONCRETE. LOCAL, COUNTY OR CITY CODES SHALL BE ADHERED TO, SPECIFICATIONS TO BE IN ACCORDANCE WITH SECTION 680 OF LATEST N.E.C. BOOK. PROVIDE PULL BOXES AS MAY BE REQUIRED FOR RUNS EXCEEDING 150 FT. OR DUE TO CHANGES IN GRADE OR DIRECTION. CONTRACTOR SHALL TEST UNDERWATER POOL LIGHT GFIC CIRCUITS AND PROVIDE LETTER TO OWNER/DSA UPON SUCCESSFUL TEST. SEAL CONDUIT OPENING IN LIGHT NICHE WITH SILICON CAULKING AFTER LIGHT IS INSTALLED. PRIOR TO LIGHT INSTALLATION, PROVIDE MINIMUM 10 PSI PRESSURE TEST ON ALL POOL LIGHT CONDUITS FOR FOUR (4) HOURS OBSERVED BY INSPECTOR OF RECORD. MAINTAIN PRESSURE UNTIL ALL DECKS ARE POURED. 1-2 SP-14 1\''=1'-0'' 1. 2 SP-14 2 SP-17 5'-0'' MIN. POOL WATER LEVEL DECK EL. PER PLAN MI N . 1' - 6 ' ' POOL PERIMETER ALL SIDES 6'' MIN. 1'' PVC CONDUIT BELOW GRADE N. T . S . 8' ' MI N . BONDING LUG W/ #8 SOLID COPPER WIRE TO POOL REINFORCING - SEE PLASTER POOL FINISH OVER SHOTCRETE SHELL 1'' CONDUIT TO J-BOX PER CODE 1'' RED BRASS ABOVE GRADE (IF EXPOSED ONLY) 'PENTAIR' INTELLIBRITE 5G WHITE, 55 WATT, 12V UNDERWATER LIGHT W/ LOW WATER CUT-OFF AND SAFETY SENSOR. 500 WATT EQUIVALENT LIGHT NICHE HORIZONTAL AND VERTICAL REBAR PER 3/SP.5 FRONT VIEW(2) #4 BARS EACH WAY WITH 64" BAR DIA. LAP 2 SP-17 PROTECTED TRANSFORMER ON DECK OR WALL RECESSED. UFER GROUND BUS GROUND BUS #8 BARE CU. UL TRANSFORMER POOL PANEL(S) FACILITY MAIN SERVICE NOTE: #8 BARE CU. 4. 3. 2. 1. NO SCALE GROUND FOR NEUTRAL SIZE AS SHOWN ON SINGLE LINE #8 COPPER INSULATED CABLE EQUIPMENT GROUNDING CONDUCTOR #8 SOLID INSULATED CU. #8 COPPER INSULATED CABLE ANY METAL PARTS, PIPE, CONDUIT, ETC. WITHIN 5' OF POOL #8 BARE CU. STRUCTURAL STEEL IN POOL DECK AND POOL SHALL BE BONDED TOGETHER (TIGHTLY MADE STEEL TIE-WIRES ARE APPROVED FOR BONDING STRUCTURAL ELEMENTS). BONDING CONNECTOR TO COMMON GRID. (POOL STEEL MAY BE USED FOR THAT PURPOSE) SHALL BE MADE BY PRESSURE CONNECTORS OR CLAMPS OF BRASS, COPPER, OR COPPER ALLOY. ALL GROUND BUSES SHALL BE SIZED FOR CONNECTION TO AWG SIZE 8 WIRE PROVIDING ONE SPARE TERMINAL. GROUND AND BOND IN ACCORDANCE WITH ARTICLE 680 OF THE CALIFORNIA ELECTRICAL CODE. ie. LADDERS, FENCING, POLE LIGHTS, DIVING & STARTING STANCHIONS, DISABLED LIFT ETC. METAL FITTINGS INPLANTED IN DECK ie DIVING. PLATFORMS, GRABRAILS, STANCHIONS, RACING PLATFORM ANCHORS, ETC. POOL REINF. STEEL #8 SOLID BARE CU. DECK & POOL REINFORCING STEEL POOL DECK LIGHTS POLE BONDING LUGS ANY METAL PARTS OF ELECTRICAL EQUIPMENT IN CONTACT WITH POOL WATER CIRCULATIONGROUND BUS IN SWIMMING POOL J-BOX #8 SOLID BARE CU. CIRCULATION PUMP #8 COPPER CONDUCTOR INSULATED EQUIPMENT GROUND BUS BARE #8 CU. TO POOL LIGHT FOUNDATION STEEL PROVIDE BONDING OF AUTOMATIC POOL COVER MOTORS REGARDLESS OF PROXIMITY TO POOL.5. 3 NO SCALE NO SCALE NO SCALE FRICTION CONNECTOR CONDUIT TO JUNCTION BOX - SEE SPEC'S CONNECTOR AT NICHE BONDING WIRE TO POOL REINF. LIGHT NICHE- SEE DETAIL FOR MORE INFO. STANCHION ANCHOR BONDING WIRE TO POOL REINFORCING BONDING WIRE FROM ANCHOR/SCOREBOARD, NICHE - DETAILED ELSEWHERE BONDING CLAMP PER SPEC'S TYPICAL POOL REINFORCING 6' ' NO SCALE GROUNDING WIRE FROM JUNCTION BOX TO HORIZONTAL STEEL MEMBER FRICTION CONNECTOR 2\'' NO SCALE NO SCALE FRICTION BONDING WIRE TO POOL REINFORCING BRONZE WEDGE ANCHOR AS CALLED OUT IN THE SPECIFICATIONS 4_ ' ' BONDING WIRE TO POOL REINFORCING BONDING LUGBELOW STANCHION STARTING BLOCK ANCHOR AS CALLED OUT IN SPECIFICATIONS 6' ' 1'-7 \ ' ' 2{'' 2\'' NO SCALE FRICTION CONNECTOR DIVING BOARD PLATFORM ANCHOR AS CALLED OUT IN SPECIFICATIONS BONDING WIRE TO POOL REINFORCING 4\ ' ' 4'' 2'' 6. 1 7 ' ' 3 3/16''ANCHOR LID KEY ANCHOR LID STANCHION ANCHOR NO SCALE NO SCALE - CONNECTOR \''=1'' 2.37'' SP-14 DETAILS ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 25% CONSTRUCTION DESIGN 09/22/2023 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 Date Published MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD PUBLIC WORKS CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL 100% CONSTRUCTION DESIGN 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 5'' 'SPECTRUM' STAINLESS STEEL COMMERCIAL CUP ANCHOR W/ STAINLESS STEEL EYEBOLT #35214 FILL SPACE BETWEEN ANCHOR AND SHOTCRETE SOLID WITH NON- SHRINK GROUT TYP. CONTINUOUS POOL REINF. BONDING CABLE AND CLAMP PER 7'' 1-2 SP-14 PO O L W A L L PE R P L A N 256LICENSED ARCHIT E C T S TA TE OF CA L I F O R NIAREN. 07/31/23 GREG O R Y S. FE R R E L L C-35802 5 203181 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 25 10/8/2024 61909 JOHN MAASHOFF LICENSE # C61909 1''=1'-0'' #4 @ 12'' O.C. HORIZ. #4 @ 12'' O.C. VERT. 2-#4 CONT. 23 \ ' ' M I N . DECK FRONT ELEVATION 8' ' 8' ' 2'' TYP. RIGHT SIDE ELEVATION 13['' 8' ' 3' ' CL R . 16\'' 10 \ ' ' 5' ' 10\''3'' 2'' CLR. 3''9'' MIN. 10 \ ' ' 5' ' 'ACORN ENG. COMPANY' #8151 S.S. HOSE BIBB BOX WITH WALL FLANGE AND DOOR. CONC. TOMBSTONE OR WALL RECESSED Manufacturers of 15125 PROCTOR AVENUECITY OF INDUSTRY, CA. 91744ENGINEERED PLUMBING PRODUCTSFAX(818)961-2200R(818)336-4561 20\'' NOTE: PROVIDE ['' CHAMFER ON ALL CONCRETE CORNERS. SACK & PATCH ALL EXPOSED SURFACES. MI N . 8' 'MI N . 2''2'' [''=1'-0'' 3 1 6'' = 1'-0'' A - 4 \' ' 2' ' |'' _''\'' BACKERPANEL FRAME FACEPANEL POOL TYPE SWIMMING POOL TABLE 'A' OCCUPANCY LOAD AT 1:20 431 911FIRE RESCUE POLICE MAXIMUM POOL OCCUPANCY: 000 NO DIVING ALLOWED PERSONS 41 4' - 8 ' ' FRAME3FACEPANELGRAPHICS SEE TABLE 'A' 4'-8'' BELOW 911, PROVIDE THE NUMBER OF THE NEAREST EMERGENCY SERVICES INCLUDING HOSPITAL, FIRE AND POLICE AS WELL AS THE NAME AND ADDRESS OF THE SWIM FACILITY. DIARRHEA AND KEEP GATE CLOSE SIGN SHALL BE POSTED AT THE ENTRANCE/GATE OF THE POOL. ARTIFICIAL RESPIRATION AND CPR PROCEDURES (SAMPLE SIGNAGE: CONTRACTOR SHALL SUBMIT ACTUAL SIGNAGE FOR APPROVAL) 2 70 ' ' TOP OF DECK BASELINE OF HIGHEST TEXT COORDINATE SIGNAGE PLACEMENT AND COLOR SCHEME WITH ARCHITECT/OWNER1. PRIOR TO INSTALLATION. CONTRACTOR TO PROVIDE SHOP DRAWINGS OF PROPOSED SIGNAGE FOR REVIEW. 1 2'' WIDE x \'' THICK PAINTED ALUMINUM SIGN FRAME ADHERED TO _'' THICK PAINTED ALUMINUM BACKER USING 'LORDS' ADHESIVE AS REQUIRED. VERTICAL SECTIONS OF FRAME TO BE RECTANGULAR TUBE. FILL AND SAND SEAM ALONG EDGE AND FACE PRIOR TO PAINTING. 2 |'' THICK PAINTED ALUMINUM FACE PANEL WITH SILKSCREENED COPY/GRAPHICS. ATTACH TO _'' THICK PAINTED ALUMINUM BACKER PANEL USING 'VHB' TAPE AND SILICONE ADHESIVE. 3 SILKSCREENED COPY/GRAPHICS WITH NON GLARE FINISH. 4 _'' THICK PAINTED ALUMINUM BACKER PANEL. 2. NOTES: 3.CHARACTER FONT STYLE SHALL BE CONVENTIONAL AND NOT UNUSUAL AND SHALL BE EASY TO READ. 4.MINIMUM CHARACTER HEIGHT = }'' 1.ALL SIGNS SHALL HAVE CLEARLY LEGIBLE LETTERS OR NUMBERS NOT LESS THAN 4 INCHES HIGH, UNLESS OTHERWISE NOTED AFFIXED TO A WALL, POLE, GATE, OR SIMILAR PERMANENT STRUCTURE IN A LOCATION VISIBLE TO ALL POOL USERS. A.POOL USER CAPACITY SIGN A SIGN SHALL INDICATE THE MAXIMUM NUMBER OF POOL USERS PERMITTED FOR EACH POOL. SEE TABLE 'A'. B.NO DIVING SIGN SIGNS SHALL BE POSTED IN CONSPICUOUS PLACES AND SHALL STATE 'NO DIVING' AT POOLS WITH A MAXIMUM WATER DEPTH OF 6 FEET OR LESS. C.NO LIFEGUARD SIGN WHERE NO LIFEGUARD SERVICE IS PROVIDED, A WARNING SIGN SHALL BE POSTED STATING, ''NO LIFEGUARD ON DUTY.'' THE SIGN ALSO SHALL STATE IN LETTERS AT LEAST 1 INCH HIGH, ''CHILDREN SHOULD NOT USE POOL WITHOUT ADULT SUPERVISION.'' D.ARTIFICIAL RESPIRATION AND CPR SIGN AN ILLUSTRATED DIAGRAM WITH TEXT AT LEAST | INCH HIGH OF ARTIFICIAL RESPIRATION AND CPR PROCEDURES SHALL BE POSTED. E.EMERGENCY SIGN THE EMERGENCY TELEPHONE NUMBER 911. WITH NUMBERS NOT LESS THAN 4'', THE NUMBER OF THE NEAREST EMERGENCY SERVICES AND THE NAME AND STREET ADDRESS OF THE POOL FACILITY SHALL BE POSTED. F.NO USE AFTER DARK WHERE POOLS WERE CONSTRUCTED FOR WHICH LIGHTING WAS NOT REQUIRED A SIGN SHALL BE POSTED AT EACH POOL ENTRANCE ON THE OUTSIDE OF THE GATE(S) STATING, ''NO USE OF POOL ALLOWED AFTER DARK.'' G.KEEP CLOSED A SIGN SHALL BE POSTED ON THE EXTERIOR SIDE OF GATES AND DOORS LEADING INTO THE POOL ENCLOSURE AREA STATING, ''KEEP GATE CLOSED'' OR "KEEP DOOR CLOSED". H.DIARRHEA A SIGN IN LETTERS AT LEAST 1 INCH HIGH AND IN A LANGUAGE OR DIAGRAM THAT IS CLEARLY STATED SHALL BE POSTED AT THE ENTRANCE AREA OF A PUBLIC POOL WHICH STATES THAT PERSONS HAVING CURRENTLY ACTIVE DIARRHEA OR WHO HAVE HAD ACTIVE DIARRHEA WITHIN THE PREVIOUS 14 DAYS SHALL NOT BE ALLOWED TO ENTER THE POOL WATER. 2.DIRECTION OF FLOW SIGNAGE AND LABELS. A.THE DIRECTION OF FLOW FOR THE RECIRCULATION EQUIPMENT SHALL BE LABELED CLEARLY WITH DIRECTIONAL SYMBOLS SUCH AS ARROWS ON ALL PIPING IN THE EQUIPMENT AREA. B.WHERE THE RECIRCULATION EQUIPMENT FOR MORE THAN ONE POOL IS LOCATED ON SITE, THE EQUIPMENT SHALL BE MARKED AS TO WHICH POOL THE SYSTEM SERVES. C.VALVES AND PLUMBING LINES SHALL BE LABELED CLEARLY WITH THE SOURCE OR DESTINATION DESCRIPTIONS. ['' SP-15 DETAILS ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 25% CONSTRUCTION DESIGN 09/22/2023 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 Date Published MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD PUBLIC WORKS CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL 100% CONSTRUCTION DESIGN 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 ARTIFICIAL RESPIRATION AND CPR PROCEDURES In case of need, mouth to mouth or manual artificial respiration should be started immediately, and should becontinued until a doctor arrives or until mechanical resuscitators are supplied. Be sure to call 911 quickly Push at least 2 inches on adultbreastbone, 100 times perminute, to move oxygenatedblood to vital organs Open the airway and check forbreathing or blockage; watchfor rise of chest and listen for airmovement. Tilt chin back for theunobstructed passing of air,give two breaths and resumechest compressions. COMPRESSIONS AIRWAY BREATHING WARNING NO LIFEGUARD ON DUTY PERSONS HAVING CURRENTLY ACTIVE DIARRHEA ORWHO HAVE HAD ACTIVE DIARRHEA WITHIN THE PREVIOUS 14 DAYS SHALL NOT BE PERMITTED TOENTER THE POOL CHILDREN SHOULD NOT USE THE POOL WITHOUT ADULT SUPERVISION 256LICENSED ARCHIT E C T S TA TE OF CA L I F O R NIAREN. 07/31/23 GREG O R Y S. FE R R E L L C-35802 5 203182 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 185 25 10/8/2024 61909 JOHN MAASHOFF LICENSE # C61909 AS NOTED SP-16 DETAILS ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 25% CONSTRUCTION DESIGN 09/22/2023 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 Date Published MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD PUBLIC WORKS CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL 100% CONSTRUCTION DESIGN 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 - EACH 2-PLEX RECEPTACLE SHALL BE 120V MIN. 20 AMP - RECEPTACLES TO BE PLACED BEFORE CTS INSTALLATION. - SINGLE GANG WALL BOX WITH BLANK PLATE FOR DATA CABLE. ONE PER DISPLAY. - EACH CIRCUIT SHALL BE DEDICATED 120V. MIN. 20 AMPS. CALIFORNIA ELECTRIC CODE REQUIRES A MEANS OF DISCONNECTING SIGNS AT THE LOCATION OF THE SIGN. SCOREBOARD SHALL BE WIRED IN ACCORDANCE WITH NATIONAL ELECTRIC CODE ART. 600-6. - IT IS EXTREMELY IMPORTANT THAT THE CIRCUITS USED TO POWER THE SCOREBOARD NOT BE SHARED WITH OTHER DEVICES. THE SCOREBOARD IS SENSITIVE TO "NOISE" ON AC POWER LINES. - DISPLAY SHALL BE EARTH GROUNDED. NUMBER AND LENGTHS OF RODS SHALL MEET CALIFORNIA ELECTRIC CODE. SPECIFICATIONS: GENERAL: - ALL STEEL CONSTRUCTION - FINISH TO BE BLACK POWDER COAT / ENAMEL PAINT SYSTEM WEIGHTS: - DISPLAY - APPROXIMATELY 1600 LBS. - FRAME AND EDGE TRIM - APPROXIMATELY 190 LBS. - DISPLAY MOUNTING CHANNELS SHALL BE ALIGNED USING TEMPLATE. NOTES: 1. FOOTING OK FOR SINGLE POUR COLUMN TO BE HELD IN PLACE WITH FORM TEMPLATE. 2. VIBRATE CONCRETE FULL DEPTH. 3. PROVIDE PLYWOOD COLLAR AROUND OPENING. 0'-0'' 2''X4'' JUNCTION BOX. TERMINATE 1'' DATA CONDUIT TO THIS LOCATION. - DISPLAY MAXIMUM POWER CONSUMPTION: 6,326 WATTS NO SCALE NO SCALE HSS 8''x8''x|'' STEEL COLUMNEDGE TRIM BRACKET SECURED TO MODULE USING STAINLESS STEEL HARDWARE: - BOLT: {''-16 x 1.5'' - LOCK WASHER - FLAT WASHER 2 LOCATIONS PER BRACKET THREADED 'PEM-NUTS' {''-16 PART OF BRACKET FOR EDGE TRIM MOUNTING. MODULE BRACKET 174.30'' (ACTIVE DISPLAY + TRIM) 166.30'' (ACTIVE DISPLAY) 98 . 3 0 ' ' ( A C T I V E D I S P L A Y ) 10 6 . 3 0 ' ' ( A C T I V E D I S P L A Y + T R I M ) 10'-0''2'-3'' HSS 8''x8''x|'' STEEL COLUMN 2-TOTAL 2'-3'' {''=1'-0'' +10'-0'' +18'-10'' +0'-0'' 174.30'' (ACTIVE DISPLAY + TRIM) 166.30'' (ACTIVE DISPLAY) 98 . 3 0 ' ' ( A C T I V E D I S P L A Y ) 10 6 . 3 0 ' ' ( A C T I V E D I S P L A Y + T R I M ) 35 . 6 8 ' ' 10 . 6 2 ' ' 47 . 1 1 ' ' 174.30'' (ACTIVE DISPLAY + TRIM) 166.30'' (ACTIVE DISPLAY) 98 . 3 0 ' ' ( A C T I V E D I S P L A Y ) 10 6 . 3 0 ' ' ( A C T I V E D I S P L A Y + T R I M ) VERT UNISTRUT P1000T 1}'' - 12GA CUT TO 106'' 5 REQUIRED. CORNER EDGE TRIM - 6''x6'' 4 REQUIRED - PROVIDED BY CTS EDGE TRIM BRACKET, 18 REQUIRED BY CTS SIDE EDGE TRIM, 2 REQUIRED - PROVIDED BY CTS TOP/BOTTOM EDGE TRIM PROVIDED BY CTS TYP. 6 PLACES MODULE BRACKET PROVIDED BY COLORADO TIME SYSTEM (CTS) MUST BE ALIGNED USING MOUNTING TEMPLATE 45.35''4'' SEE DETAIL 1B 45.35''37.80''37.80''4'' HORIZONTAL HSS 4''x4''x3/16'' STEEL TUBE CUT TO LENGTH 3 REQUIRED.HSS 8''x8''x|'' STEEL COLUMN 2-TOTAL HSS 8''x8''x|'' STEEL COLUMN 2-TOTAL POWER SUPPLY: (6) DEDICATED CIRCUITS. 120VAC 20AMP EACH. EACH SUPPLY TO (1) DUPLEX OUTLET AS SHOWN. RECEPTACLES TO BE PLACED PRIOR TO CTS INSTALLATION. SEE DETAIL 1A SCOREBOARD MODULES, 8 TYP. 2'-6'' 6' ' 3' ' 12x12x{'' > CL R DIA CLR.7' - 6 ' ' TYP. |'' 3''VERT. 8-#6 #4 SPIRAL TIE WITH 3'' PITCH 78 ' ' 59 ' ' T Y P . 16 ' ' T Y P . FRONT VIEW {''=1'-0'' {''=1'-0'' |'' END CAP, TYP. A SEE DETAIL 1B PROVIDE SEISMIC HOOK AT ENDS OF SPIRAL AROUND VERTICAL REBAR, TOP & BOTTOM. EA. COLUMN +10'-0'' +18'-10'' +0'-0'' EDGE TRIM SECURED TO EDGE TRIM BRACKET USING #10x}'' SELF-TAPPING SCREWS 2 LOCATIONS PER BRACKETTRIM SCREWS TYP. 6 PLACESEA. COLUMN 9'' 6.5'' SEE DETAIL 1B BRACKET TO VERTICAL UNISTRUT HSS 4'' x 4'' x 3/16'' (3-TOTAL) SEE DETAIL 1B VERTICAL UNISTRUT TO HORIZONTAL HSS .8 4 5 ' ' SCOREBOARD MODULE TO MODULE BRACKET WITH INTEGRATED NUTS {''-16. ALWAYS START MOUNTING CABINET BRACKETS FROM THE TOP OF THE UNISTRUT BY ALIGNING TOP EDGE OF THE BRACKET TO TOP FACTORY EDGE OF THE UNISTRUT UNISTRUT P1000T, 1}'' - 12GA MODULE BRACKET SECURED TO UNISTRUT USING: - NUT: UNISTRUT P1010 - 1/2''-13 - WASHER SQ 1/2'', STRUT CHANNEL - LOCK WASHER 1/2'' - BOLT: 1/2''-13 x 1 1/4'', TORQUE 50 FT LBS - TWO (2) LOCATIONS PER BRACKET HSS 4''x4''x3/16'' STEEL TUBE CUT TO LENGTH 3 REQUIRED SCOREBOARD MODULE SCOREBOARD MODULE SCOREBOARD MODULE SCOREBOARD MODULES 8 TYP. FRONT ELECTRICAL VIEW {''=1'-0'' REAR SUPPORT VIEW {''=1'-0'' 3/16''3'' MIN. (|'')4'' 4''(|'') UNISTRUT SECURED TO 4''x4'' HORIZONTAL MEMBERS AT TOP, BOTTOM AND MIDDLE USING HOLLOBOLT ANCHOR LHBM08 PER ESR-3330. SPECIAL INSPECTION REQUIRED. VERIFY INSTALLATION TORQUE = 17 FT-LB PER ESR-3330. SITE WALL AND FOOTING - SEE ARCHITECTURAL PLANS 1' - 6 ' ' 3'-0''6'' 12 ' ' POOL SIDE 256LICENSED ARCHIT E C T S TA TE OF CA L I F O R NIAREN. 07/31/23 GREG O R Y S. FE R R E L L C-35802 5 203183 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 25 10/8/2024 61909 JOHN MAASHOFF LICENSE # C61909 NO SCALE 1''=1'-0'' 28 ' ' M I N . DECK WALL 28\'' MIN. PLATE15 ' ' 5' ' 15''3'' 2'' CLR. 3''6'' 9'' MIN. 15 ' ' 5' ' 3'' 12''x12''x6'' WALL PLATE (OR JB FOR WALL PLATES) CONC. TOMBSTONE OR WALL RECESSED 3''*MAY BE INCREASED FOR MORE CAPACITY WALL PLATES 4-PLEX BOX WITH WEATHERPROOF COVER. DUPLEX GFCI OUTLET WITH ETHERNET CONNECTION * 4\'' 8' ' MI N . 8' ' M I N . 12 ' ' 1\ ' ' 1\ ' ' 6'' 6' ' 4' ' 7\ ' ' 4'' 7\'' 1. 1 3 4 ' ' CABLE - 9 CONDUCTOR 24GA/7C AND 18GA/2C 80^ 300V |' ' \' ' 4x 0.188~ THRU CARLON ENCLOSUREE989NNR - 4''x4''x6'' SHALL BE PLACED CLEAR OF THE STRUCTURAL POOLGUTTER WALL AND SHALL NOT INTERFERE WILL GUTTER REBAR REINF. 2' - 6 ' ' POOL GUTTER POOL POOL WALL BACK OF GUTTER DECK PLATE PLAN VIEW DECK PLATE BOX SHALL BE CENTERED BETWEEN RACING PLATFORM ANCHORAGE AND NOT CONFLICT WITH FIELD BENT REBAR 1\'' PVC CONDUIT INSTALLED AT BOTTOM OF BOX DECK PLATE 1'' PVC FLEX PIPE TO TOP OF GUTTER FOR DRAIN DOWN ANY FIELD DISCREPANCIES REQUIRE SUBMISSION OF ANRFI TO ARCHITECT ['' SP-17 DETAILS ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 25% CONSTRUCTION DESIGN 09/22/2023 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 Date Published MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD PUBLIC WORKS CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL 100% CONSTRUCTION DESIGN 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 1''=1'-0'' JB JB TFRTFR INTERMATIC PX3003 300W 120V TRANSFORMER W/ 12V OUT, BUILT-IN CIRCUIT PROTECTION, STAINLESS STEEL ENCLOSURE. 12'' X 12'' STAINLESS STEEL JUNCTION BOX W/ BLRASS LOUVER COVER 7\''12-_''3''3''3''12-_''3''7\''2['' 54 MIN. 6' ' 12 _ ' ' 4" 8' ' M I N . 7\ ' ' T Y P . 1\'' C SEAL TIGHT PENETRATION 13\'' 1' - 3 ' ' 4\'' HYDREL JUNCTION BOX TYP. ['' FOOTING 7\ ' ' 24 " TYP. SEE 4/L5.03 SEE 4/L5.03 FOR REINFORCEMENT ADDITIONAL NOTES SEE 4/L5.03 PE R 4 / L 5 . 0 3 PE R 4 / L 5 . 0 3 SEE 4/L5.03 FOR REINFORCEMENT ADDITIONAL NOTES SEE 4 AND 10 / L5.03 FOR ADDITIONAL NOTES AND FINISHES SEE 4 AND 10 / L5.03 FOR ADDITIONAL NOTES AND FINISHES 256LICENSED ARCHIT E C T S TA TE OF CA L I F O R NIAREN. 07/31/23 GREG O R Y S. FE R R E L L C-35802 5 203184 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 25 10/8/2024 61909 JOHN MAASHOFF LICENSE # C61909 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 25% CONSTRUCTION DESIGN 09/22/2023 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 Date Published MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD PUBLIC WORKS CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL 100% CONSTRUCTION DESIGN 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 SWIMMING POOL THERMAL SOLAR PLAN 8,634 SQ. FT. 6 HR TURNOVER VOLUME SURFACE AREA =1,407 GPM 506,485 GAL. 3'-6'' TO 12'-3''DEPTH PERIMETER = = = = 380 FT. 1''=10'-0'' NORTH =BV BALL VALVE =VB VACUUM BREAKER =DN DOWN =A.F.F.ABOVE FINISH FLOOR 1. 2. BELOW GRADE SUPPLY PIPING TO SOLAR PANELS SHALL BE SCH. 40 PVC PIPE. ABOVE GRADE SUPPLY PIPING TO SOLAR PANELS SHALL BE SCH. 80 PVC PIPE. ALL RETURN PIPING FROM SOLAR PANELS SHALL BE SCH. 40 CPVC PIPE. 3. COORDINATE ALL SOLAR PIPING ROUTES IN FIELD WITH OTHER TRADES TO ENSURE THAT A POSITIVE SOLAR PANEL DRAIN SLOPE IS MAINTAINED. WATER SEAL ALL PENETRATIONS AND SUPPORT ALL PIPING AS REQUIRED ON SLAB AND BELOW GRADE. THE SOLAR DESIGN ON THESE PLANS AND SPECIFICATIONS UTILIZE UMA SOLAR 'ECO-SPARK' SLES-40, 4'-0" X 10'-6" AS THE PRIMARY LISTED SOLAR COLLECTORS. IF PROPOSING AND SUBMITTING AN EQUAL SUBSTITUTE SOLAR COLLECTOR OR ALTERNATE PIPING ROUTES, THE CONTRACTOR SHALL SUBMIT FOR REVIEW AND APPROVAL TO THE PROJECT ARCHITECT AND OWNER THE FOLLOWING INFORMATION: SOLAR PIPING DRAWINGS, HYDRAULIC CALCULATIONS, SOLAR BOOSTER PUMP HEAD CALCULATIONS, SOLAR ARRAY RACKING SYSTEM, ANCHORAGE CALCULATIONS, DRAWINGS AND DETAILS. ALL CALCULATIONS AND DRAWINGS SHALL BE PREPARED AND WET SIGNED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF THE PROJECT FOR REVIEW BY ARCHITECT PRIOR TO CONSTRUCTION. 4.CONTRACTOR SHALL PROVIDE PIPING TO ACCOMMODATE EXPANSION/CONTRACTION OF PIPING. SPACING SHALL BE PER MANUFACTURER'S RECOMMENDATIONS. BV BV 10 THERMAL SOLAR PANELS 50 GPM 10 THERMAL SOLAR PANELS 50 GPM 10 THERMAL SOLAR PANELS 50 GPM 10 THERMAL SOLAR PANELS 50 GPM 10 THERMAL SOLAR PANELS 50 GPM 10 THERMAL SOLAR PANELS 50 GPM SOLAR PANELS MOUNTED ON CUSTOM FRAME. FIELD VERIFY PIPING ROUTES. COORDINATE WITH STRUCTURAL. 1-6 SP-19 VB 6'' SOLAR PANEL RETURN FROM MECHANICAL ROOM 6'' CPVC SOLAR PANEL DRAIN TO MECH. ROOM AND SURGE TANK 3 SP-20 2'' SOLAR PANELRETURN UP, TYP. 3'' 2\'' CPVC 4'' 3'' CPVC 4'' 4'' CPVC 6'' 4'' CPVC 6'' 6'' CPVC SLOPE 1% MIN. 6'' 6'' CPVC 3 SP-20 1. 2,940 SQ. FT. 8,634 SQ. FT. = 34% 2. 6'' SCH 80 CPVC PIPING = 3.11 FT/SEC. OK 3.SOLAR PANEL WEIGHT = 2 lbs. PER SQ. FT. FULLY LOADED 350 GPM 2 = 175 GPM SWIMMING POOL SOLAR PANEL AREA SWIMMING POOL WATER SURFACE = 8,634 SQ. FT. PANELS PROVIDED: A. 70 GLAZED SOLAR PANELS: 4'x10.5' AT 42 SQ. FT. EA. = 2,940 SQ. FT. SWIMMING POOL SOLAR PIPING FLOW RATE A. 70 SOLAR ARRAYS AT 5.0 GPM EA (DOUBLE LOADED) = 350 GPM. BV VB BV BV BV BV BV BV VB BV BV BV VB BV BV BV VB BV BV BV VB BV BV BV VB 2'' CPVC SOLAR PANELDRAIN DOWN, TYP. LO W P O I N T T Y P . 10 THERMAL SOLAR PANELS 50 GPM 6'' SOLAR SURGE TANK SUCTION SWIMMING POOL CIRCULATION PLUMBING SEE SP-2 BFV SECONDARY SOLAR DRAIN AT SURGE CHAMBER W/ BFV AND VALVE EXTENSION SP-18 6'' CPVC SL O P E 1 % M I N . SL O P E 1 % M I N . SOLAR CONTROLLER TEMP SENSOR AND ANALOG THERMOMETER AT MAIN DRAIN SUCTION SOLAR CONTROLLER TEMP SENSOR AND ANALOG THERMOMETER AT SOLAR HOT WATER DRAIN SOLAR CONTROLLER TEMP SENSOR AND ANALOG THERMOMETER AT SOLAR HOT WATER DRAIN 256LICENSED ARCHIT E C T S TA TE OF CA L I F O R NIAREN. 07/31/23 GREG O R Y S. FE R R E L L C-35802 5 203185 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 25 10/8/2024 61909 JOHN MAASHOFF LICENSE # C61909 SP-19 DETAILS ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 25% CONSTRUCTION DESIGN 09/22/2023 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 Date Published MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD PUBLIC WORKS CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL 100% CONSTRUCTION DESIGN 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 PANEL CLAMP @ 2'-0'' O.C. TYP. SOLAR PANELS PER PLAN TYP. 2 4'-0''4'-0''4'-0''4'-0'' 2'' BV 2'' VB \'' = 1'-0'' GASKET PANEL CLAMP BOTTOM PANEL HEADER (TOP) PANEL CLAMP TOP LATCH 3'' = 1'-0'' SOLAR PANEL ARRAY 2'' MANIFOLD SOLAR PANEL CLAMP ASSEMBLY SOLAR PANEL SUPPLY/RETURN PIPING PER PLAN 2'' OR 2\'' 'UNISTRUT' P2558 PIPE STRAP PER AQ3.3 1}''x1}'' 'UNISTRUT' P1100 AT 8'-0'' O.C. MAX. WITH {''~ CHANNEL NUTS AND SPRING AT MOUNTING CLAMP AND PIPE STRAP LOCATIONS MOUNT 'UNISTRUT' P1100 TO SUPPORT STRUCTURE WITH (2) {'' THRU BOLTS AND NUTS TYP. SUPPORT STRUCTURE 3'' = 1'-0'' 2'' OR 2\'' 'UNISTRUT' P2558 PIPE STRAP PER AQ3.3 SOLAR PANEL ARRAY 2'' MANIFOLD SOLAR PANEL CLAMP ASSEMBLY SOLAR PANEL SUPPLY/RETURN PIPING PER PLAN SUPPORT STRUCTURE 1}''x1}'' 'UNISTRUT' P1100 AT 8'-0'' O.C. MAX. WITH {''~ CHANNEL NUTS AND SPRING AT MOUNTING CLAMP AND PIPE STRAP LOCATIONS MOUNT 'UNISTRUT' P1100 TO SUPPORT STRUCTURE WITH (2) {'' THRU BOLTS AND NUTS TYP. 6'' = 1'-0'' 3 8'' DIA. GALV. THRU BOLT W/ NUT 1}''x1}'' 'UNISTRUT' P1100 CHANNEL OR EQUAL SPACED AT 6'-0'' O.C. SOLAR PIPING (SIZE PER PLAN) 'UNISTRUT' P2024-2070 PIPE CLAMP SYSTEM OR EQUAL (SIZE VARIES PER PLAN) SUPPORT STRUCTURE NOTE: PROVIDE BONDING PER CODE. SOLAR BOOSTER PUMP BFV PER SPECIFICATIONS CV PER SPECIFICATIONS SOLAR SUCTION FROM SURGE CHAMBER SOLAR RETURN TO SOLAR PANELS PIPE SIZE PER PLAN PIPE SIZE PER PLAN 1\''=1'-0'' 3 6 SOLAR HEATING COLLECTOR TUBES W/ PC GLAZING SOLAR HEATING COLLECTOR TUBES W/ PC GLAZING SOLAR HEATING COLLECTOR TUBES W/ PC GLAZING 2'' BV 2'' BV SUPPLY PIPING PER PLAN 3 SP-20 VERTICAL PIPE SUPPORT 4 - CPVC RETURN PIPING PER PLAN 2 SP-20 312''33'' 93 4'' 11 34'' 4 - TOTAL (ICC ESR-4266) WITH 2'' EMBEDMENT {'' HILTI KB-TZ2 4 - TOTAL (ICC ESR-4266) WITH 2'' EMBEDMENT {'' HILTI KB-TZ2 256LICENSED ARCHIT E C T S TA TE OF CA L I F O R NIAREN. 07/31/23 GREG O R Y S. FE R R E L L C-35802 5 203186 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 25 10/8/2024 61909 JOHN MAASHOFF LICENSE # C61909 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 25% CONSTRUCTION DESIGN 09/22/2023 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 Date Published MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD PUBLIC WORKS CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL 100% CONSTRUCTION DESIGN 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 1\'' = 1'-0'' 6'' < 6'' 6' ' 2'' TYP. 12'' 6' ' 6' ' LUG NUT MIN. OF 6 SPOT WELDS 1'' MIN. TYP. PROVIDE THERMAL SOLAR ACCESS COVER. 12''x12'' STAINLESS STEEL PAN WITH 1'' CASTING MATERIAL INFILL AND LIFTING LUGS. PROVIDE 316'' STAINLESS STEEL ANGLE IRON FRAME W/ BONDING LUG. PROVIDE WITH TWO (2) THREADED T-SHAPED LIFTING HANDLES. DISCONTINUE DECK REINF. 2'' CLR AROUND ACCESS COVER. LOCATE ACCESS COVER WITHIN 4'-0'' MIN. FROM PIPE RISERS. 8''~ PVC TUBE 6'' & LARGER PIPE SIZES 2'' TO 4'' ['' BALL VALVE \'' PIPING SIZE PER PLAN DEFORMED WIRE MESH FOR CASTING MATERIAL. CASTING MATERIAL TO MATCH ADJACENT MATERIAL & FINISH. \'' = 1'-0'' 2 PIPE DIA. MIN. ELEC. CONDUIT SOLAR PANEL DRAIN TO SURGE CHAMBER. SIZE PER PLAN SOLAR PANEL RETURN FROM MECHANICAL ROOM. SIZE PER PLAN COORDINATE ALL PIPING WITH SITE UTILITIES INCLUDING PIPING, CONDUITS/STRUCTURES AND THE LIKE. COORDINATE ALL PIPING ELEVATIONS WITH ALL SITE UTILITIES. PROVIDE SAND ENCASEMENT OF ALL PIPES 1. NOTE: THIS DETAIL ILLUSTRATES CONDITIONS WITH MULTIPLE PIPES. ACTUAL CONDITIONS MAY VARY. 2. 4''MI N . 6' 'MI N . 18 ' ' F R O M BO T T O M O F AS P H A L T PA V E M E N T O R A S RE Q ' D B Y C O D E SOLAR SYSTEM SEQUENCE OF OPERATIONS: THE SOLAR CONTROL SYSTEM WILL REQUIRE THREE TEMPERATURE SENSORS TO OPERATE: · - MOUNTED AT THE SOLAR PANELS AND EXPOSED TO THE SAME SUNLIGHT CONDITIONS AS THE COLLECTORS. · - INSTALLED IN THE MAIN DRAIN PIPELINE TO SENSE THE POOL TEMPERATURE. · - MOUNTED TO SOLAR HOT WATER DRAIN WITHIN MECHANICAL ROOM RELAYS AND INTERLOCK WIRING WILL BE REQUIRED TO PROVIDE THE FOLLOWING FUNCTIONS: · - WILL PREVENT THE SOLAR BOOSTER PUMP FROM OPERATING WHEN THE SYSTEM IS IN BACKWASH OPERATION. · - WILL ALLOW SOLAR SYSTEM TO RUN THE SOLAR BOOSTER PUMP IF REQUIRED BY THE SOLAR CONTROLLER. · - WILL ENABLE THE SOLAR BOOSTER PUMP VIA A SOFT-START RELAY (OR VFD) WHEN THE SOLAR SYSTEM REQUESTS THE BOOSTER PUMP TO RUN. SOLAR SYSTEM BOOSTER PUMP BV BACKWASH FILTERS BFV HEATER FLOWMETER CHEMICAL FEED / STORAGE CIRCULATION PUMP CV BFV TE POOL POOL TEMP SENSOR INSTALL IN THE TO MEASURE THE POOL WATER TEMPERATURE MAIN DRAIN PIPE FIFIFIFI SOLAR CONTROL SYSTEM DELTASOL MXSOLAR BY SOLARNETIX BFVBFV BV BV CV BV BV MD BV CV MD BFV = = = =BUTTERFLY VALVE BALL VALVE CHECK VALVE MAIN DRAIN =FLOOR INLETFI GO =GUTTER OUTLET TE =TEMPERATURE SENSOR POOL GO WATER LEVEL IF THE SOLAR TEMPERATURE SENSOR INDICATES THAT THE RADIANT TEMPERATURE AT THE PANELS IS WARMER THAN THE POOL WATER TEMPERATURE BY 4^F AND POOL WATER IS LESS THAN THE DESIRED TEMPERATURE, THE SOLAR BOOSTER PUMP SHALL CIRCULATE POOL WATER FROM THE POOL CIRCULATION SYSTEM THROUGH THE SOLAR PANELS BACK TO THE POOL CIRCULATION SYSTEM UNTIL THE POOL WATER REACHES THE DESIRED TEMPERATURE. IF THE POOL WATER IS WARMER THAN THE DESIRED TEMPERATURE BY 4^F AND THE RADIANT TEMPERATURE IS COOLER THAN DESIRED POOL WATER TEMPERATURE, THE SOLAR BOOSTER PUMP SHALL BE ENABLED TO CIRCULATE POOL WATER AT 50% FLOW VIA A VARIABLE FREQUENCY DRIVE THROUGH THE PANELS TO COOL DOWN THE POOL WATER UNTIL THE DESIRED TEMPERATURE IS MET. iF THE OUTDOOR TEMPERATURE IS LESS THAN 34^F, THE SOLAR BOOSTER PUMP SHALL CIRCULATE WARM POOL WATER AT 50% FLOW VIA A VARIABLE FREQUENCY DRIVE AS FREEZE PROTECTION TO SOLAR PANELS AND PIPING. THE SOLAR BOOSTER PUMP WILL SHUT-OFF WHEN THE OUTDOOR TEMPERATURE IS EQUAL TO OR GREATER THAN 36^F. CONTRACTOR SHALL SET POOL HEATER TO TURN ON IF POOL TEMPERATURE IS LESS THAN DESIRED TEMPERATURE BY 6^F OR MORE, AND TURN OFF IF THE DIFFERENCE BETWEEN THE POOL WATER TEMPERATURE AND DESIRED TEMPERATURE IS 4^F OR LESS SOLAR PANELS LOCATED ON SUPPORT STRUCTURE PER PLAN SURGE CHAMBER 6'' SOLAR TEE SUCTION AT 4'' A.F.F. PER NO SCALE FLOWMETER GO SP-20 DETAILS PLAN 6'' CPVC SOLAR RETURN TO POOL RETURN WITHIN MECHANICAL ROOM CPVC NOTE: CONCRETE CHRISTY BOX MAY BE USED IN UNPAVED AREAS. SOLAR CONTROLLER TEMP SENSOR AND ANALOG THERMOMETER AT SOLAR HOT WATER DRAIN TE SOL TE SOL SOLAR CONTROLLER TEMP SENSOR AND ANALOG THERMOMETER AT SOLAR HOT WATER DRAIN WITHIN MECHANICAL ROOM ANALOG THERMOMETERS: WINTERS INDUSTRIAL GLASS FAHRENHEIT THERMOMETERS, 9" SCALE, 0-120 DEGREE RANGE MOUNTED WITHIN STAINLESS STEEL THERMO WELLS. 256LICENSED ARCHIT E C T S TA TE OF CA L I F O R NIAREN. 07/31/23 GREG O R Y S. FE R R E L L C-35802 5 203187 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 25 10/8/2024 61909 JOHN MAASHOFF LICENSE # C61909 2 1 SWIMMING POOL STRAINER: 'MERMADE' FO SERIES STAINLESS STEEL BASKET STRAINER: ONE (1) 12''x10'' STANDARD, WITH ACRYLIC LID AND TWO (2) STAINLESS STEEL STRAINERS EA. (300lbs.) SWIMMING POOL CIRCULATION PUMP: 'PACO' #80123-1, 8''x10''x12'' TYPE 'LC' END SUCTION CENTRIFUGAL PUMP 12.05'' ~ RATED IMPELLER, 1,187 RPM, 480V, 3PH 40HP RATED AT 1,450 GPM @ 60 FT. TDH 86.32% EFFICIENT PREMIMUM EFFICIENCY TEFC MOTOR EPOXY COAT ALL WET SURFACES. 'PACO', 'AURORA' OR APPROVED EQUAL. (760lbs.) PROVIDE 'SPCS' SMART PUMP CONTROL SYSTEM VARIABLE SPEED DRIVE MODEL SPCS040EF4 SYSTEM 21''x49''x17'' DEEP. COORDINATE MOUNTING LOCATION TO MAINTAIN DESIRED CLEARANCES, 460V 3PH. 3 SWIMMING POOL FILTERS: 'EkO3 GEN 2 #42210-1206-T-5 FULLY AUTOMATIC HI-RATE PERMANENT MEDIA FILTER WITH 105 SQ. FT. OF FILTER AREA RATED AT 1,575 GPM AT 15 GPM/SQ. FT. COMPLETE WITH 12'' FACE PIPING, 6'' BACKWASH, AFM FILTRATION MEDIA (PER MFCTR. RECOMMENDATIONS), SEISMIC ANCHORAGE. PROVIDE UTILITIES, PIPING, VALVING, ETC. (7,400 lbs EA. TANK) 'EkO3 GEN 2', OR EQUAL. PROVIDE SIGNET MK-515 PADDLE WHEEL FLOWMETER WITH DIGITAL READ-OUT. 4 CHLORINE STORAGE/FEED SYSTEM: PROVIDE 'CHEM-TAINER' 500 GALLON #TC5971DC DUAL STORAGE/CONTAINMENT TANK WITH LID SEISMICALLY RESTRAINED OPERATING WEIGHT = (4,165lbs). COMPLIES WITH FED. REG #40CFR-264-193. FEED PUMP SHALL BE 'SURE WATER TECHNOLOGIES' 'THE SOLUTION', 1,728 GPD MAX., \HP PUMP, 'BERKELEY' #SS1XN, 115/230V, 1 PH MOTOR, TEFC, COMPLETE WITH PIPING,VALVING AND MOUNTING. ONE (1) TOTAL. 5 6 7 ACID STORAGE/FEED SYSTEM: PROVIDE 'CHEM-TAINER' 350 GALLON #TC5256DC DUAL STORAGE/CONTAINMENT TANK WITH LID SEISMICALLY RESTRAINED OPERATING WEIGHT =(2,915lbs). COMPLIES WITH FED. REG #40CFR-264-193. PROVIDE 60 GALLON ACID VAPOR RECOVERY SYSTEM. ONE (1) TOTAL. FEED PUMP SHALL BE STENNER 45M5 50GPD @ 15 PSI W/ FRP SHELF BRACKET. WATER CHEMISTRY CONTROLLER: PROVIDE ETHERNET CONNECTION TO 'BECSYS' CS-BECSYS7 WATER CHEMISTRY CONTROLLER. PROVIDE COMPLETE SYSTEM CONTROL PACKAGE WITHOUT SENSOR WASH. 'BECSYS SYSTEM 7', 'IMPACT', 'WALLACE & TIERNAN' OR APPROVED EQUAL WITH THE FOLLOWING OPTIONS: FLOW RATE, INFLUENT / EFFLUENT PRESSURE, ACID / CHLORINE TANK WATER LEVELS, BACKWASH CONTROL, TDS, PPM CONTROL. 8 9 ELECTRICAL: PROVIDE ALL ELECTRICAL WIRING, CONDUIT, PANEL(S), STARTER/DISCONNECT INTERCONNECT(S) ETC. AS REQUIRED FOR PROPER EQUIPMENT INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND SHOP DRAWINGS. COORDINATE ALL WORK WITH OTHER TRADES AS REQUIRED. REFER TO ELEC. PLANS FOR ALL ADDITIONAL INFO. FILL SYSTEM: 3'' 'CLA-VAL' FILL SYSTEM TO INCLUDE 3'' 'CLA-VAL' SOLENOID CONTROL VALVE #136-01BY, 3'' DUCT IRON, EPOXY COATED BODY WITH CAST IRON DISC RETAINER AND DIAPHRAGM WASHER, BRONZE TRIM, FLANGED GLOBE PATTERN, 120V AT 60HZ. SOLENOID WIRING SHALL BE WIRED TO WATER CHEMISTRY CONTROLLER. PROVIDE 6'' AIR GAP AT FILL POINT . PUMP PIT: 8'-0'' x 14'-0'' x 5'-0'' DEEP. PROVIDE 2''~ GALV. STANDARD STEEL PIPE GUARDRAIL. PROVIDE SUMP PUMP TO BACKWASH. PROVIDE WATERPROOFING PER SPECIFICATIONS. ACCESS LADDER TO BE 'FIBERGRATE' DYNARAIL FRP ACCESS LADDER. COLOR TO BE GRAY. 12 13 10 LIGHTING CONTACTOR PANEL: 'ALLEN BRADLEY' #500L OR APPROVED EQUAL. PANEL SHALL BE MOUNTED IN A NEMA 12 HINGED COVER - LOCKABLE ENCLOSURE. CONTACTORS TO BE SWITCHED BY MOMENTARY SWITCH EQUAL TO 'HUBBELL' #1557 MOUNTED IN J-BOX IN MECHANICAL EQUIPMENT ROOM. REFER TO ELECTRICAL PLANS FOR LOCATION OF OWNER COORDINATED REMOTE UNDERWATER LIGHT SWITCH. 14 11 EYEWASH/SHOWER: HAWS MODEL #8300-8309CRP BARRIER FREE COMBINATION SHOWER AND EYE/FACE WASH WITH CORROSION RESISTANT PROTECTION. SEE MEP SHEETS FOR SUPPLY PIPING. TWO (2) TOTAL. CARBON DIOXIDE STORAGE FEED SYSTEM: PROVIDE ONE (1) 'NOVO-600', 600lb. CRYOGENIC LIQUID CO2 STORAGE TANK WITH REMOTE FILL PORT. 594 LIQUID lbs., (5,195 CUBIC FEET OF GASEOUS CO2 AT NTP) ONE (1) TOTAL. PROVIDE 'BECSYS 4-30' FLOW CONTROL UNIT WITH FLOW ADJUSTMENTS FROM 0-200 SCFH WITH PRESSURE REGULATOR AND GAUGES FOR UP TO 850 PSI NOMINAL CYLINDER PRESSURE AND 40 PSI OUTPUT TO CO2 FEED UNIT FED FROM STORAGE TANKS. ONE (1) SYSTEM TOTAL (92lbs. EA.) PROVIDE HARD WIRED 'ANALOX' #API KIT CO2 DETECTOR WITH AUDIBLE AND VISUAL ALARMS IN EACH CHEMICAL ROOM, UL 1971 STANDARD LISTED, ONE (1) TOTAL. SWIMMING POOL HEATER(S): INDIRECT FIRED POOL HEATING PACKAGE SYSTEM 'AQUAS' CREST WITH SMARTTOUCH CONTROL CONDENSING MODULATING BOILER, TITANIUM PLATE AND FRAME HEAT EXCHANGER WITH CPVC CONNECTIONS, EXTERNAL CIRCULATION PUMPS, FACTORY ASSEMBLED SKID MOUNTED PACKAGE, CALIFORNIA CODE CONTROLS, 1\'' NATURAL GAS CONNECTION, 3'' WATER CONNECTIONS, 8'' DIAMETER VENT SIZE, PVC VENTED 1,999,000 BTU PER HOUR INPUT, 97% EFFICIENT, PROVIDE ['' COLD WATER TO EACH UNIT WITH ADJACENT FLOOR SINK FOR CONDENSATE. 'LOCHINVAR AP02000N', WEIGHT = 3,397 lbs. EA. TWO (2) TOTAL. 15 BV BFV = =BUTTERFLY VALVE BALL VALVE FLOOR SINKFS= ACID INJECTION= CV =CHECK VALVE CHLORINE INJECTION= FM =FLOWMETER PIPE HANGERPH= FD =FLOOR DRAIN VACUUM / PRESSURE GAUGEPG/VG = BW =BACKWASH A C SWIMMING POOL CIRCULATION PUMP: 40 HP @ 460VTHE PIPING SYSTEM SHALL HAVE DIRECTION OF FLOW ARROWS INDICATED ON THE PIPES. PUBLIC POOLS SHALL HAVE A FLOW DIAGRAM OF THE POOL'S PIPING SYSTEM WITH OPERATION INSTRUCTIONS. THE FLOW DIAGRAM AND INSTRUCTIONS SHALL BE AVAILABLE ON THE PREMISES AT ALL TIME 1. 2. 3. ALL MECHANICAL ROOM FLOORS SHALL BE SLOPED A MIN |'' PER FOOT TO A DRAIN. SEE ARCHITECTURAL SHEETS FOR SPOT ELEVATIONS AND SLOPES. 4. GAS FIRED POOL HEATER(S) INSTALLED ON A GAS SUPPLY SYSTEM UTILIZING A 2 PSI OR 5 PSI SUPPLY. GAS PRESSURE SHALL REQUIRE A REGULATOR TO REDUCE THE SUPPLY PRESSURE. A PROPERLY SIZED AND INSTALLED LOCK-UP-TYPE HIGH GAS PRESSURE REGULATOR (HGPR) SHALL BE USED TO REDUCE THE GAS PRESSURE AT THE UNIT INLET TO A MINIMUM OF 4'' TO A MAXIMUM OF 11'' WATER COLUMN. 'LOCHINVAR' RECOMMENDS THAT ANY REQUIRED LINE LOCK-UP-TYPE HIGH GAS PRESSURE REGULATOR BE INSTALLED WITH A MINIMUM OF 8 FEET TO 10 FEET OF PIPE FROM ITS DISCHARGE TO THE UNIT'S GAS INLET. IF A STRAIGHT DISTANCE OF GAS PIPE IS NOT AVAILABLE THE ADDITION OF A VERTICAL 'U' IN THE GAS PIPING DOWN STREAM FROM THE 'HGPR' CAN BE USED TO ACHIEVE THE 8 FEET TO 10 FEET OF DISTANCE. CONTRACTOR IS RESPONSIBLE FOR HEATER VENTING, EXHAUST DUCTING, FLUE TERMINUS AND PENETRATION(S) THROUGH BUILDING STRUCTURE. = 52 AMPS BACKWASH PIT: 4'-6'' x 8'-0'' x 8'-0'' DEEP WITH 6''~ P-TRAP OUTLET TO SEWER. PROVIDE WATERPROOFING PER SPECIFICATIONS. COORDINATE WITH STRUCTURAL AND PLUMBING PLANS. ALL ELECTRICAL CONDUITS WITHIN MECHANICAL ROOM AND CHEMICAL ROOMS SHALL BE RIDGID NEMA 3R SUITABLE FOR CORROSIVE ATMOSPHERE. 5. 2 MR-4 PIPE SUPPORTPS= 17 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 25% CONSTRUCTION DESIGN 09/22/2023 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 Date Published MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD PUBLIC WORKS CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL 100% CONSTRUCTION DESIGN 01/29/2024 2nd PLAN CHECK SUBMITTAL 05/01/2024 1/4''=1'-0'' MECHANICAL ROOM LAYOUT PLAN MR-1 BFV BFV BFV BFV BFV BFV BFVBFV BFVPHPHPH PH PH PH PH PH PH PH PH PH PH PH PH PH PH BFV BFV BFV PG CV PS PS PS PS PS FM PH PHPH PH PH PH PH PH PH PH PH PH PH PH PH PH CA PH PH 13 EMERGENCY EYEWASH/ SHOWER 13 EMERGENCY EYEWASH/ SHOWER 7 750LB. CO2STORAGE CO2 REMOTE FILL 7 7 CO2 CONTROLLER 500 GAL CHLORINE STORAGE CHLORINE FEEDER 5 5 6 350 GAL. ACID STORAGE ACID FEED PUMP 6 6 60 GAL. ACID VAPOR RECOVERY TANK 9 14 LIGHTINGCONTACTORPANEL ELEC. PANEL 'SP' FILTERS 3STRAINER 1 12x10 CIRC. PUMP 2 HEATER 4 HEATER 4 8 WATERCHEMISTRYCONTROLLER PUMP PIT 10 BACKWASH PIT 11 3' ' C O L D W A T E R S O U R C E PHBV W/ R F B F P B Y O T H E R S BVPH PH BV SUMP PUMP 17 PH 12 3'' 'CLA-VAL'FILL SYSTEM 10'' FLOOR INLET RETURN 6" FILL EQUALIZER TO SURGE 12'' MD SUCTION 12'' SURGE CHAMBER SUCTION 10'' 6'' BW 10'' 6'' 4'' 4'' 10'' 6'' 3'' SUMP PUMP: HYDROMATIC 'SW' SERIES, 1/3HP, 115V, 10AMP, W/ FLOAT SWITCH AND 2" PIPE AND CHECK VALVE INTO BACKWASH TANK. ONE (1) TOTAL. HAZARDOUS INFORMATION SIGNAGE PH PH LINK SEAL TYP.MR-6 3 BFV PH UL LISTED FIRE STOP (FS-ONE OR EQUAL) 2 MR-11 4'' HOUSEKEEPINGPAD 4'' HOUSEKEEPING PAD 2'' MANUALFILL BYPASS FRP PUMP PIT ACCESS LADDER 3 MR-4 2'' 2'' STANDARD PIPE GALV. STEEL GUARD RAIL W/ CHAIN ACCESS 4 MR-7 FRP BACKWASHACCESS LADDER 4 MR-11 12'' AIR GAP FSFD FD 4'' 4'' PS BFV BFV BFV 18 SWIMMING POOL ULTRA VIOLET TREATMENT SYSTEM: 'EVOQUA' WAFER UV MODEL WF-225-8-N, VALIDATED AT 1,540 GPM, 8'' FLANGED CONNECTION IN-LINE UV WITH TWO (2) LAMPS @ 2,500 WATTS, 208V, 1PH. CONTROL UNIT: 208V 1PH, 20''X20''x10'' DEEP. (121 lbs.). PROVIDE PIPING BYPASS, VALVING, ETS EZ VALVE STRAINER AND INSTALLATION AND PIPING PER MANUFACTURER'S RECOMMENDATIONS. ONE (1) SYSTEM TOTAL. UV SYSTEM 18 FILTER CONTROL PANEL WITH PRESSURE AND VACUUM GAUGES 3 VG PH PH SOLAR BOOSTER PUMP: 'JANDY' JCP073ATS: 7.5 HP, 208V 3PH, RATED AT 390 GPM AT 60 FT. TDH, WITH INTEGRAL STRAINER. ONE (1) TOTAL W/ ACCUDRIVE VFD #AD075X-2303-N4X TO BE TIED TO UV CONTROLLER PER THE UV CONTROLLER MANUFACTURERS INSTALLATION GUIDELINES. SOLAR PUMP 15 SOLAR HEATING CONTROLLER: AUTOMATIC HEATING CONTROLLER TIED TO SOLAR BOOSTER PUMP AND WATER TEMP SENSORS PER MANUFACTURERS INSTALLING REQUIREMENTS, 120V ONE (1) TOTAL. 16 SOLARHEATINGCONTROLS 16 18 UV CONTROLLER 5 MR-7 1 MR-51 MR-5 1 AP-114 MR-10 REDUCED PRESSURE BACKFLOW PREVENTERRPBFP= 1 MR-9 1-4 MR-8 4 MR-4 3 MR-3 5 MR-7 5 MR-6 4 MR-4 1 MR-3 4 MR-4 2 MR-3 1 MR-10 1, 4 MR-4 4 MR-3 6 MR-7 1 MR-5 1, 4 MR-4 5-6 MR-3 2, 4 MR-5 3-4 MR-4 1,2,4 MR-6 5 MR-5 4 MR-4 2 MR-10 1 MR-7 3-4 MR-7 4 MR-11 6 MR-5 2 MR-7 3 MR-10 5 SP-19 1 SP-20 5 MR-11 3 MR-5 BFV CVBFV 4'' 6'' SOLAR SURGE TANK SUCTION 6'' SOLAR PANEL RETURN VG PG ALL VALUES PER 2022 CBC 1910A.5.4 }'' DIA. {'' DIA. \'' DIA. 60 40 6 30 3|'' 4" 1\'' 2\'' ['' DIA.1254[" |'' DIA. TORQUE LOAD (FT-LBS)TORQUE LOAD (FT-LBS) 35 25 6 15 50 1\'' 3|'' 2\'' 4'' 4['' SIZE MIN. EMBED (heff) HILTI KB TZ 2 (SS) ANCHORS IN CONCRETE (ESR-4266) MIN. EMBED (heff) KB TZ 2 (SS) ANCHORS IN CMU (ESR-4561) POOL HEATING SYSTEM SHALL HAVE PRIMARY HEATING PROBE LOCATED ON MAIN DRAIN SUCTION LINE 2 MR-4 HAZARDOUS INFORMATION SIGNAGE MR-2 B MR-2 A 6" CPVC SOLAR DRAIN (HOT) TOP OF EQUALIZER+12" ABOVE DECK PPM MODULE 10'' 10'' 10'' 6'' 10'' BV 1 MR-11 16 SOLAR PUMPVFD 18 PUMP VFD 256LICENSED ARCHIT E C T S TA TE OF CA L I F O R NIAREN. 07/31/23 GREG O R Y S. FE R R E L L C-35802 5 203188 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 25 10/8/2024 61909 JOHN MAASHOFF LICENSE # C61909 J GENERAL NOTES KEYNOTE LEGEND 5 6 7 EF 1 1/4" TW 1 1 / 4 " T W 2" CW 2" CW L-3 FD-1 WC-2 WHA-1 TP-1 (TYP 2) WC-2 TP-1 (TYP 2) SH-2 L-3 L-3 WHA-1 DF-1 WC-2 WHA-1 TP-1 (TYP 2) WC-2 TP-1 (TYP 2) ELECTRICAL 21 CORRIDOR/ LOCKERS 20FAMILY RESTROOM/ SHOWER 20D FAMILY RESTROOM/ SHOWER 20E FAMILY RESTROOM/ SHOWER 20A FAMILY RESTROOM/ SHOWER 20B FAMILY RESTROOM/ SHOWER 20C L-2 SH-2 WC-2 TP-1 (TYP 2) ET-1 1 P6.10 L-3 CP-2 1 1 / 2 " T W 2" C W 3/4" TW 3/4" CW ETP-1 1 1 / 2 " H W 1 1/2" TW 1 1/4" TW 3" CW 3/ 4 " H W R 2" C W BFP-1 MV-3 RHB-1 POOL PUMP ROOM 22 STORAGE 19 3/4" HWR 1 1/2" HW 2" CW 3/ 4 " H W R 1" G EES-1 EES-1 MS-4 1 1 / 2 " H W 2" C W 2" CW 3/4" MPG 1" MPG ETP-1 4 P6.10 1" MPG 3" "CLA-VAL FILL SYSTEM 6" ICW6" ICW P-0014 3" CW BYPASS 2" CW FD-2 FD-2 FS-1 EQV-1 GAS METER LOCATION 1" G 2 1/2" G 2 1/2" G 1" ICW 3" CW P-0415 P-0415 P-2101 1" MPG 1 1/4" CW 1 1/2" HW 3/4" HWR 3/4" CW 1 1/2" TW 1 1/2" TW 3/ 4 " C W GWH-2 FD-2 MV-2 3/4" HWR 1 1/2" HW 1 1/4" CW 1" G FS-1 MS-1 MS-2 3/4" TW 1 1/2" TW 5 6 7 EF L-3 SH-2 SH-2 L-3 L-2 L-3 L-3 SH-2 WC-2 CORRIDOR/ LOCKERS 20 ELECTRICAL 21 FAMILY RESTROOM/ SHOWER 20A FAMILY RESTROOM/ SHOWER 20B FAMILY RESTROOM/ SHOWER 20C FAMILY RESTROOM/ SHOWER 20D FAMILY RESTROOM/ SHOWER 20E 6" SS-U 4" SS-U 4" SS-U 2" S S -U 2" S S -U 6" SS-U POOL PUMP ROOM 22 CHEMICAL ROOM 24 CHEMICAL ROOM 25 BACKWASH 22A PUMP PIT 22B 2" V 2" V 2" V MS-4 EES-1 EES-1 WC-2WC-1 WC-1 FCO-1 DF-1 WC-1 FD-1 WC-2 4" SS-U 2" SS-U 2" SS-U 2" SS-U 2" SS-U2" SS-U 2" V 2" V2" V 4" SS-U 4" SS-U 4" SS-U 4" SS-U 2" V 2" V 2" SS-U 2" SS-U 4" SS-U 2" SS-U DC-1 3" OD DC-1 3" OD 6" SS-U 3" V 3" V SUMP PUMP BY POOL CONSULTANT. REFER TO SHEET MR-1 FOR MORE INFORMATION 3" S D 3" S D ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 2nd PLANCHECK SUBMITTAL 05/01/2024 NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: ENGINEERING MANAGER DATE DRAWING NO.PROJECT NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRESPE 63912 9/30/24 MONROE ST. POOL REPLACEMENT 3401 MONROE ST CARLSBAD, CA 92008 CITY OF CARLSBAD 1902710 PLUMBING ENLARGED PLANS - BLDG B P4.02 OCH MONROE ST. POOL REPLACEMENT PLUMBING ENLARGED PLANS - BLDG B ITEM DESCRIPTION P-0014 POINT OF CONNECTION 3" INDUSTRIAL COLD WATER TO FILL TO SURGE. FOR CONTINUATION REFER TO POOL CONSULTANT DRAWINGS. P-0415 ROUGH-IN AND CONNECT INDUSTRIAL COLD WATER TO POOL BOILERS. REFER TO POOL DRAWINGS FOR MORE INFORMATION. P-2101 COLD WATER UP ON EXTERIOR NEXT TO WALL TO 3'-0" ABOVE FINISHED FLOOR WITH SHUT-OFF BALL VALVE ON RISE. 1/4" = 1'-0"BUILDING B -ENLARGED PLUMBING WATER FLOOR PLAN 14 1/4" = 1'-0"BUILDING B -ENLARGED PLUMBING DRAINAGE FLOOR PLAN 04 Th ae in co an pr ag di th fo NOT FORE REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION No. M31731 Exp. 06/30/201506/30/2025 256203123 3RD PLAN CHECK SUBMITTAL 07/21/202408/09/2024 PROJECT 4724 199-4 25 10/8/2024 61909 JOHN MAASHOFF LICENSE # C61909 NO PA R K I N G E V C H A R G I N G O N L Y NO P A R K I N G E V C H A R G I N G O N L Y E V C H A R G I N G O N L Y E V C H A R G I N G O N L Y E V C H A R G I N G O N L Y E V C H A R G I N G O N L Y COMP A C T COMP A C T COMP A C T COMP A C T COMP A C T COMP A C T COMP A C T COMPA C T COMP A C T COMP A C T COMP A C T COMP A C T EV CHA R G I N G ONL Y EV CHA R G I N G ONL Y EV CHA R G I N G ONL Y EV CHA R G I N G ONL Y EV CHA R G I N G ONL Y EV CHA R G I N G ONL Y EV CHA R G I N G ONL Y NO PA R K I N G F U T U R E F U T U R E F U T U R E FUT U R E FUT U R E FUT U R E FUT U R E FUT U R E FUT U R E FUT U R E G(mo) G(mo) G(m o ) G(m o ) COMM(mo)E(mo) E(mo) W(mo) SD W S(mo) SS SS SS SS SS SS SS SS SS SS SD SD EASEMENT FOR THE SERVICE AND MAINTENANCE OF SWIMMING POOL EQUIPMENT AND SOLAR PANELS RECORDED ON DECEMBER 3, 1984 AS INSTRUMENT # 84-449709 O.R. FOR THE CITY OF CARLSBAD EASEMENT FOR ACCESS AND INCIDENTAL PURPOSES, RECORDED ON OCTOBER 5, 2010 AS INSTRUMENT # 2010-0531617 O.R. FOR THE CITY OF CARLSBAD, A MUNICIPAL CORPORATION GAYLE WAY MO N R O E S T R E E T SD SD CO CO SD SD SD CO SS 6" S S SS SS SS 6"S S W W 3" D W 2. 5 " D W CO 4"SS 4" S S 1"DW 1" D W 1"DW 1" D W 1"DW CO ℄ ℄ PL PL PL R/W R/W (E) 2" WATER METER AND BACKFLOW (E) WATER METER AND BACKFLOW (2 0 9 . 6 2 ) R I M (2 0 3 . 0 1 ) I N V (E) SEWER CLEANOUT (2 0 8 . 0 6 ) F S (2 0 3 . 0 6 ± ) I N V 6 " 6" SS POC 204.20 INV 4" SS POC 205.07 INV JOIN (E) 6" SEWER (203.65± INV6")42 203.88 INV 6" 4" S S P O C 20 4 . 9 6 I N V 3" DW POC 2 1 2" DW POC JOIN (E) 4" WATER SERVICE 50 40 (E) 4" WATER PIPE4132LF S=0.010 5165LF 51 38LF 513" DW 20LF 41 39LF S=0.018 203.76 INV 416" SS 23LF S=0.010 40204.04 INV 6" 204.47INV44205.22INV 41 41 L F S= 0 . 0 1 8 PIPE CROSSING 205.37TOP 4"SS 206.30BOT SLOT DRAIN PIPE CROSSING 204.67TOP 6"SD 205.17INV 4"SS 52 206.00INV PIPE CROSSING 204.60TOP 8"SD 205.65INV 4"SS 41 40 L F S= 0 . 0 1 9 43 51 62 L F 51 51LF 53 76LF PVC 51 14 5 L F P V C 53 53 51 101LF PVC 51 203.88 INV 206.30FF 207.93FF (207.93) FF (208.32)FF 45 MA T C H ( E ) EQUIPMENT ADMINISTRATION RESTROOM LOCKER ROOM LOCKER ROOM SS W INSTALL SEWER CLEANOUT PER SAN DIEGO REGIONAL STANDARD DRAWING SC-01. SEWER SERVICE POINT OF CONNECTION. SUPPLY AND INSTALL SEWER SERVICE LATERAL STUBBED 5 FT. FROM FACE OF BUILDING, S=0.010 MIN. PLUG AND MARK END. COORDINATE EXACT LOCATION WITH PLUMBING PLANS. SEWER CONSTRUCTION NOTES: PLACE PVC SDR 35 (ASTM D 3034). SIZE AS SHOWN. PIPE BEDDING AND TRENCH BACKFILL PER CITY OF CARLSBAD SUPPLEMENTAL STANDARD NO. S-5. WATER CONSTRUCTION NOTES: DOMESTIC WATER SERVICE POINT OF CONNECTION. SUPPLY AND INSTALL WATER SERVICE LATERAL STUBBED 5 FT. FROM FACE OF BUILDING. SIZE AS SHOWN. PLUG AND MARK END. COORDINATE EXACT LOCATION WITH PLUMBING PLANS. 40 CONNECT TO EXISTING 4" DOMESTIC WATER SERVICE LINE WITH FLANGED COUPLING ADAPTER USING STAINLESS STEEL NUTS, BOLTS, AND WASHERS. CONTRACTOR TO VERIFY SIZE AND LOCATION OF EXISTING WATER LINE AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 50 41 KEY NOTE DESCRIPTION CONNECT TO EXISTING 6" SEWER LATERAL. CONTRACTOR TO VERIFY SIZE AND LOCATION AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION.42 PLACE PVC SCHEDULE 80 WITH 36" MIN. COVER. TRENCHING AND BACKFILL PER CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWING NO. W-2.51 CONNECT DOMESTIC WATER TO DRINKING FOUNTAIN. REFER TO LANDSCAPE PLANS.52 CONNECT SANITARY SEWER TO DRINKING FOUNTAIN. REFER TO LANDSCAPE PLANS.43 CONNECT DOMESTIC WATER TO HOSE BIBB MOUNTED ON CONCRETE WALL. REFER TO LANDSCAPE PLANS.53 44 CONSTRUCT SEWER CLEANOUT PER DETAIL HEREON. 45 INTERCEPT EXISTING SEWER LATERAL AND CONSTRUCT BACKWATER VALVE PER DETAIL HEREON. MATCH EXISTING INVERT. UTILITY PLAN 1" = 20' N 20100 40 ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Job Number Checked By Scale This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. Submittal Date 100% SCHEMATIC DESIGN 06/27/2023 Revision Date "AS BUILT" CIVIL ENGINEER DATE RCE EXP. REVIEWED BY: INSPECTOR DATE SHEETSSHEET ENGINEERING DEPARTMENT CITY OF CARLSBAD IMPROVEMENT PLAN FOR: APPROVED: DEPUTY CITY ENGINEER DATE DRAWING NO.DWN BY: CHKD BY: RVWD BY: DATE INITIALDATEINITIALDATEINITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVALREVISION DESCRIPTION EXPIRES JOHN MAASHOFF 9/30/25 MONROE STREET POOL REPLACEMENT Developed for CITY OF CARLSBAD CARLSBAD, CA 92008 3401 MONROE ST. REPLACEMENT MONROE STREET POOL Date Published 100% DESIGN DEVELOPMENT 09/01/2023 50% CONSTRUCTION DOCS 11/13/2023 05/01/20241st PLAN CHECK SUBMITTAL 01/29/2024 199-4PROJECT 4724 LICENSE # C61909 PROJECT NO. 2nd PLAN CHECK SUBMITTAL 05/01/2024 C4.01 UTILITY PLAN - 01 NTS 02 03 04 05 CLEANOUT PER SDRSD SC-01 06 PIPE SIZE PER PLAN 07 STANDARD WYE FITTING, TYPICAL 08 STANDARD 45° BEND FLUSH 04 45 ° FLOW 08 07 1" 03 02 4 5 ° SEWER BACKWATER VALVE FLOW FROM BLDGTO MAIN 4" C L R 1' 1 1/2"1 1/2" 01 05 01 PVC OUTER RISER PIPE CLEANOUT WITH PRESSURE RELIEF CAP RECTANGULAR PRECAST CONCRETE BOX WITH COVER MARKED "SEWER BACKWATER VALVE"; TRAFFIC-RATED IN PAVED AREAS RECTORSEAL CLEAN CHECK EXTENDABLE BACKWATER VALVE ASSEMBLY, OR APPROVED EQUAL 06 PLAN VIEW SECTION A-A AA BACKWATER VALVE NTSCLEANOUT LPA 04 TEXT "SEWER" OR "STORM" 45°45° FLOW FLOW ZURN ZN-1400-HD-SM OR APPROVED EQUAL01 PIPE SIZE PER PLAN05CLEANOUT LID WITH "SEWER" OR "STORM"02 03 SOLVENT WELD X F.I.P.T. COUPLING WITH M.I.P.T. PLUG WITH MALE SQUARE NUT. WYE FITTING AT LINE CLEANOUT, 45° ELBOW AT TERMINAL CLEANOUT06 BROOKS 1-RT CLEANOUT OR APPROVED EQUAL04 0505 06 TYPE 1 1" 06 NOTES: ·CLEANOUT TYPE 1 TO BE INSTALLED IN ALL CONCRETE PAVEMENT AND PEDESTRIAN HARDSCAPE AREAS. LID SHALL BE INSTALLED FLUSH WITH FINISHED SURFACE. PROVIDE PCC COLLAR BELOW HARDSCAPE PER MANUFACTURER'S REQUIREMENTS. ·CLEANOUT TYPE 2 TO BE INSTALLED IN ASPHALT PAVEMENT AND PLANTED AREAS. CLEANOUT RIM TO BE INSTALLED FLUSH WITH FINISHED SURFACE OF AC PAVING OR 1" ABOVE FINISHED GRADE IN PLANTER AREAS AS APPLIES. TYPE 2 TEXT "SEWER" OR "STORM" FLUSH 01 02 02 03 FLUSH ALL SEWER CLEANOUTS WITHIN 150' OF BACKWATER VALVE TO BE LABELED WITH A PERMANENT LABEL STATING "BACKWATER VALVE DOWNSTREAM" PER CPC 710.1 SEWER CLEANOUT NOTE