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Home My WebLink AboutPA2024-0069_2025.05.23_Draft EIR_Appendix U. Sewer AnalysisSEWER ANALYSIS REPORT SNUG HARBOR NEWPORT BEACH, CA PREPARED FOR: BACK BAY BARRELS, LLC PREPARED BY: FUSCOE ENGINEERING, INC. 15535 SAND CANYON, SUITE 100 IRVINE, CA 92618 (949) 474-1960 PROJECT MANAGER: ORIANA SLASOR, P.E. DATE PREPARED: JANUARY 2025 UPDATED APRIL 2, 2025 JOB NUMBER 4206-001-01 • ♦:) • ENGINEERING full circle th nking ® SEWER ANALYSIS REPORT April 2025 Back Bay Barrels, LLC Snug Harbor Table of Contents 1.0 INTRODUCTION 1 1.1 Purpose of Study 1 1.2 Site Description 1 1.3 Existing Site & Sewer Facilities 2 1.4 Proposed Development 2 2.0 METHODOLOGY AND EXISTING SEWER FLOWS 3 3.0 RESERVED SEWER CAPACITY & CREDIT FOR EXISTING SITE 4 4.0 PROPOSED SEWER FLOWS 5 5.0 PUMP STATIONS & LAGOON DRAINING 7 6.0 ALTERNATE DISCHARGE RATES FOR LAGOON DRAINING 8 7.0 CONCLUSIONS 8 8.0 APPENDICES 8 Appendix 1 Site Information Appendix 2 Public Sewer Exhibits Appendix 3 Sewer Pipeline & Pump Station As-Built Plans Appendix 4 Design Criteria Appendix 5 Sewer Monitoring Report Appendix 6 Sewer Generation Calculations Appendix 7 Flow Depth Calculations Appendix 8 Water Loss Evaluation Appendix 9 Pump Station Evaluation Appendix 10 Reserved Capacity Areas Appendix 11 Existing Water Usage SEWER ANALYSIS REPORT April 2025 Back Bay Barrels, LLC 1 Snug Harbor 1.0 INTRODUCTION 1.1 PURPOSE OF STUDY The purpose of this report is to analyze the applicable Costa Mesa Sanitary District (CMSD) sewer systems for the existing and proposed conditions for the proposed Snug Harbor project. In addition, this report would include any sewer upgrades that would be required to accommodate additional wastewater flows associated with the proposed project development. 1.2 SITE DESCRIPTION The project site is located at a 15.4 acre portion of the Newport Beach Golf Course easterly of the intersection of Irvine Avenue and Mesa Drive. The site includes three holes of the golf course, a driving range, pro shop, clubhouse, sports bar, and an at- grade parking lot. The Orange County Flood Control District (OCFCD) Santa Ana- Delhi Channel and Irvine Avenue border the northerly boundary of the property. Mesa Drive borders the southerly boundary. A Vicinity Map is shown as Figure 1 below. The proposed project development will consist of demolition and removals of existing buildings, parking lot, golf course, and onsite infrastructure. The project will construct a surf park which will include a wave lagoon, a clubhouse building, pools, spa, athlete lodging, and parking with solar-powered canopies. Project Information is incorporated into the architect’s site plan, which is included in this report as Appendix 1. Figure 1 VICINITY MAP NOT TO SCALE SEWER ANALYSIS REPORT April 2025 Back Bay Barrels, LLC 2 Snug Harbor 1.3 EXISTING SITE & SEWER FACILITIES The following is a description of existing development and public sewer facilities surrounding the project site. See also Appendix 2 for Public Sewer Exhibits, and Appendix 3 for sewer as-built plans. · The existing buildings consist of approximately 8,500 square feet of existing commercial uses that support the golf course. These uses include a pro shop, clubhouse and sports bar. Based on our review, an existing 6-inch diameter sewer lateral servicing this building appears to connect to the 12-inch CMSD sewer main in Mesa Drive, east of Irvine Avenue. The following paragraphs describe the discharge pattern of the CMSD sewer system. · The existing 12-inch CMSD sewer main in Mesa Drive, discussed above, drains westerly toward Irvine Avenue. The sewer combines with other mains in Irvine Avenue, and the sewer discharges, via a 21-inch sewer main, into the Tustin/Irvine Pump Station. · From the Tustin/Irvine Avenue (Irvine Avenue) Pump Station, the sewer is discharged via a force main, westerly on Mesa Drive, eventually to the Eldon Avenue Pump Station. · From the Eldon Avenue Pump Station, the wastewater is discharged westerly via a force main to Fair Drive, and then continues via gravity toward Fairview Road. · The wastewater from the project site ultimately drains to the Orange County Sanitation District (OCSD) sewer treatment facility, located in Fountain Valley. 1.4 PROPOSED DEVELOPMENT As mentioned previously, the project will include demolishing the existing buildings. A total of 8,500 square feet of existing retail space will be eliminated. The project will construct a surf park which will include a wave lagoon, a clubhouse building, pools, spa, athlete lodging, and parking with solar-power canopies. The clubhouse building will consist of 68,478 (gross) square feet. There will be 20 units of athlete accommodations, each with their own restroom. There will be a 738 square foot restroom building. Additionally, there will be 9 outdoor showers for the guests. It is estimated that the existing 6-inch sewer lateral in Mesa Drive that currently serves the property will be either removed or abandoned, and a new sewer lateral estimated to be up to 12-inch diameter will be installed, to connect to the existing 12-inch sewer main in Mesa Drive, east of Irvine Avenue. The architect’s site development plan set, along with email correspondence, are included in Appendix 1 of this report. SEWER ANALYSIS REPORT April 2025 Back Bay Barrels, LLC 3 Snug Harbor 2.0 METHODOLOGY AND EXISTING SEWER FLOWS Costa Mesa Sanitary District (CMSD) has provided design criteria for its public sewer systems, which is based on Los Angeles County coefficients. A copy of this criteria is included in Appendix 4. Based on CMSD Sewer Specifications, maximum peak depths for sewer pipes with diameters greater or equal to 21” shall not exceed ¾ full. Pipe diameters less than 21” shall not exceed ½ full. A table of this criteria is shown below, and an excerpt of the CMSD Sewer Specifications is included in Appendix 4. The sewer monitoring investigation was performed by Utility Systems Science & Software (US3), and included obtaining the current wastewater flows in the existing CMSD sewer systems that will be accepting the project flows. The testing locations have been approved by the CMSD, and the testing duration was 2 weeks during the months of September and October 2024, by US3. The timing of the manhole monitoring was as follows: · #1 MH105877 (12”) (Mesa Drive, East of Irvine Ave): 9/20/24 – 10/7/24 · #2 MH120016 (21”) (Irvine Ave, South of Mesa Drive): 9/3/24 – 9/20/24 · #3 MH119942 (u/s Pump station) (Irvine Ave): 9/3/24 – 9/20/24 · #4 MH104411 (24”) (Fair Drive): 9/3/24 – 9/20/24 The manhole locations are shown on the Public Sewer Exhibits (Appendix 2). The manholes were monitored using Hach Flo-Dar Flow Meters. The Flo-Dar methodology used by US3 consists of transmission of a digital Doppler radar beam that interacts with the fluid and reflects back signals at a different frequency than that which was transmitted. The flow-depths were detected by ultrasonic pulse echo. Flowrate was then calculated based on the continuity equation, as follows: Table 2.1 presents the results of the existing peak wastewater flowrates that were obtained from the flow monitoring operations, along with the flow-depths and percent-full for the various sewer reaches The US3 sewer monitoring report is included as Appendix 5. Pfpe Capacity -Pipel' fnes shal 1 be designed. to carry es t1 mated peak fl ow as. fo 11 ows : !811 o·r smaller -flowing 1/2 fu.11 21 a o,r • 1 arger .. f1 owing 3/4 ful 1 Q = V x A Where Q = Flow, V = Average Velocity and A= Area . SEWER ANALYSIS REPORT April 2025 Back Bay Barrels, LLC 4 Snug Harbor Table 2.1 – Existing Condition Peak Wastewater Flows (Flow Monitoring) MH # Street Peak Flow (gpm) Pipe Size Flow Depth (inches) %-Full #1 Mesa Drive 113 12” 1.97 16.4% #2 (MH# 120016) Irvine Ave/ Mesa Drive 546 21” 5.60 26.7% #3 (MH# 119942) Irvine Ave/ Upstream of Irvine/Tustin Pump Station 705 21” 6.46 30.8% #4 (MH# 104411) Fair Drive 1505 24” 11.24 46.8% 3.0 RESERVED SEWER CAPACITY & CREDIT FOR EXISTING SITE During discussions with CMSD staff, Fuscoe was advised that in addition to determining the existing sewer flows, there is a “reserved capacity” of the existing golf course parcels would need to be included in the existing condition analysis. Further, since the existing golf course clubhouse and pro shop will be removed for the construction of the surf park, this amount will be handled as a credit, and subtracted from the reserved capacity. CMSD advised that there are two areas of reserved capacity, including the project site, and areas northerly, near the airport. The areas are presented in the Service Area Maps 115 and 133 (see Appendix 10). Based on discussions with CMSD staff, the reserve areas should be calculated based on “golf course” factor of 200 gpd/acre, which is also confirmed with the Sewer Master Plan. The total acres of “reserved capacity” is just over 50 acres, and amounts to 10,054 gallons per day (gpd), or 7.0 gallons per minute (gpm) for average daily flows. The calculations and maps are included in Appendix 10. Following the calculation of the “reserved capacity”, the existing site sewer loading was determined, so that it can be credited (subtracted) from the sewer analysis. 2- years of water meter readings were obtained to determine the average monthly water usage for the existing clubhouse and pro shop (Appendix 11). The average monthly water usage was used to determine the average daily water usage of 1.0 gpm. The water usage chart and calculations are included in Appendix 10. Using the “reserved capacity” of 7.0 gpm, and crediting the existing sewer loading of 1.0 gpm, the net “reserved capacity” is 7 – 1 = 6 gpm for average daily sewer loading. Then, using the peaking factor of 2.5, the peak “reserved” would be 15 gpm. Therefore, 15 gpm will be added to the existing condition flow monitoring results to determine the capacity of the existing sewer system to handle the proposed surf park development. Table 3.1 presents the results of the revised existing condition analysis, with the net “reserved capacity” and available capacity included. SEWER ANALYSIS REPORT April 2025 Back Bay Barrels, LLC 5 Snug Harbor Table 3.1 – Revised Existing Condition Peak Wastewater Flows (w/Reserved capacity) MH # Street Peak Flow (monitoring) (gpm) Peak Net Reserved Capacity (gpm) Revised Peak Existing (gpm) Pipe Size Peak Flow Depth (inches) Peak %- Full Pipe Capacity @ ¾- full (21- 24”) or ½-full (12”) (gpm) Available Peak Capacity for Proposed Project (gpm) #1 Mesa Drive 113 15 128 12” 2.09 17.4% 966 838 #2 (MH# 120016) Irvine Ave/ Mesa Drive 546 15 561 21” 5.68 27.0% 3,144 2,583 #3 (MH# 119942) Irvine Ave/ Upstream of Irvine/Tustin Pump Station 705 15 720 21” 6.53 31.1% 3,110 2,390 #4 (MH# 104411) Fair Drive 1505 15 1520 24” 11.31 47.1% 3,071 1,551 4.0 PROPOSED SEWER FLOWS The proposed project wastewater peak flows were calculated for this project using the following information, from the Site Plan and Project Information (See Appendix 1). · A 5.06-acre surf pool (Two 5.1 million gallon hydrologically separate lagoons, with each lagoon to be fully drained every 2 years) · 3 pools and 1 spa · 68,478 square feet of clubhouse · 738 square feet of restroom · 20 athlete rooms/accommodations · 9 outdoor showers for guests The total proposed average wastewater flows from the project site were calculated, and the results are as follows: · Average Lagoon/Pools/Spa Flows = 53,351 GPD · Average Clubhouse Flows = 6,848 GPD · Average Flows for Athlete Accommodations = 3,000 GPD · Average Flows for Restroom Building = 74 GPD · Average Flows for Outdoor Showers = 486 GPD · Total Proposed Average Flows = 63,759 GPD · Total Proposed Average Wastewater Flows = 44.3 GPM SEWER ANALYSIS REPORT April 2025 Back Bay Barrels, LLC 6 Snug Harbor · Using 2.5 Peaking Factor, per Appendix 4: · Total Proposed PEAK Wastewater Flows = 111 GPM The sewer generation calculations are included as Appendix 6. The flow-depths in the existing sewer systems were calculated using Flowmaster analyses. The calculations are included in Appendix 7 of this report. The depths and percent-full of the existing sewer reaches with proposed condition wastewater flows is shown on Table 4.1. Also included is the information regarding available capacity in the existing sewer pipe, to accommodate the draining of the lagoon, which is anticipated to take place every two years. The capacity in the existing CMSD 12-inch sewer main in Mesa Drive would only allow 727 gpm to drain one of the 5.1 million gallon lagoons, which would take about 4.9 days to drain each lagoon. However, the existing Irvine Avenue Pump Station includes capacity that would require an additional ½ day to for a single lagoon to drain, as discussed in the next section. The lagoons are hydrologically separate. Based on discussions with CMSD staff, it is anticipated that one lagoon would be discharged each year, and will be coordinated with CMSD. CMSD will issue a discharge permit to owner at the time of each instance of lagoon discharge. Table 4.1 – Sewer with Proposed Flow Conditions Reach Street Pipe Size Pipe Capacity @ ¾- full (21- 24”) or ½-full (12”) (gpm) REVISED Existing Peak Flow (gpm) Project Peak Flow (gpm) Total Proposed Flow in Pipe (gpm) Proposed Flow Depth (in) Proposed % Full Available Capacity in Sewer Pipe (Proposed) (gpm) Number of days to drain a 5.1million gallon lagoon (every 2 years) 1 Mesa Drive 12” 966 128 111 239 2.85” 23.7% 727 4.9 days #2 (MH# 120016) Irvine Ave/ Mesa Drive 21” 3,144 561 111 672 6.23” 29.7% 2,472 1.4 days #3 (MH# 119942) Irvine Ave/ Upstream of Irvine/Tustin Pump Station 21” 3,110 720 111 831 7.04 33.5% 2,279 1.6 days 4 (MH# 104411) Fair Drive 24” 3,071 1520 111 1,631 11.78 49.1% 1,440 2.5 days SEWER ANALYSIS REPORT April 2025 Back Bay Barrels, LLC 7 Snug Harbor 5.0 PUMP STATIONS & LAGOON DRAINING There are two existing pump stations that accept wastewater flows from the project site. The first station is the Irvine Avenue Pump Station (formerly known as the Tustin Avenue Pump Station), located southwest of the Irvine Avenue/Mesa Drive intersection. The second station is the Eldon Avenue Pump Station, located on Eldon Avenue, off of Fair Drive. The locations of the pump stations are included on the public sewer exhibits in Appendix 2. The pump station capacities have been obtained by the tables in the Sewer Master Plan (Appendix 9). These values are well above the net new flows (existing plus proposed). Therefore, the pump stations are deemed adequate to accept the net peak flows that would be generated by the proposed project (not including the draining of the lagoons, which would be every two years). The available capacity in the pump station was obtained by subtracting the net total new flows (existing plus net new flows from the proposed development). The results are that the available capacities of the Irvine/Tustin pump is 649 gpm, which would be the maximum discharge from one of the 5.1 million-gallon lagoons during maintenance draining. Each proposed wave lagoon will need to be drained completely every 2 years. To determine the number of days that will be required to fully drain each lagoon, the total volume of the lagoon, 5,100,000 gallons (one lagoon) was divided by 649 gpm allowed, and converted to days. Based on the volume to be drained and the available capacity of the Irvine/Tustin pump station, the total number of days that will be required to drain each lagoon is about 5.5 days, due to the maximum availability of the pump station. Based on discussions with CMSD, it is anticipated that only one lagoon will be drained each year. We have reviewed the pump capacity tables of the two pump stations. Based on our review, the additional peak wastewater flow (111 gpm) for the daily functioning of the project would not exceed the flow capacity of the existing pump stations, based on the data in the pump curves. The data is presented in Table 5.1 below. Table 5.1 – Pump Station Data & Evaluation Pump Station Pump Design Flow Capacity (gpm) Total Flow to Pump Station (Revised Existing & Proposed) (gpm) Allowable Discharge from Wave Pool Lagoon (Pump Design Capacity – Total Flow to Pump Station) (gpm) Number of days to drain a 5.1 million gallon lagoon (every 2 years) Irvine/ Tustin Avenue 1,480 831 649 5.5 days Eldon Avenue 2,760 1631 1,129 3.1 days SEWER ANALYSIS REPORT April 2025 Back Bay Barrels, LLC 8 Snug Harbor 6.0 ALTERNATE DISCHARGE RATES FOR LAGOON DRAINING In order to determine if the discharge rates could be increased during periods of low flows in the sewer, Fuscoe reviewed the raw monitoring data to determine periods of lower wastewater in the system. It appears that the flows are less during the time between 2am and 7am, which may reduce the overall draining of the lagoon slightly. However, alternating the discharge rates is not expected to have a significant impact on the number of days that a lagoon will be able to drain completely, and the total number of days to drain will be well over 4 ½ days per lagoon. 7.0 CONCLUSIONS The calculations and results presented in this report demonstrate that the existing CMSD sewer mains will not be adversely impacted by the wastewater flows associated with the proposed project. The project will require replacement of the existing 6-inch sewer lateral in Mesa Drive that currently serves the site, with a larger lateral, up to 12-inch diameter. The existing 6-inch lateral will either be abandoned or removed. No sewer upgrades to the existing CMSD sewer mains will be required as a result of the proposed development. Further, the maximum flowrate that will be allowed by the existing Irvine Avenue Pump Station, for draining of the lagoon (every 2 years) is 649 gpm, which is estimated to take approximately 5.5 days to fully drain one of the 5.1 million gallon lagoons. 8.0 APPENDICES Appendix 1 Site Information Appendix 2 Public Sewer Exhibits Appendix 3 Sewer Pipeline & Pump Station As-Built Plans Appendix 4 Design Criteria Appendix 5 Sewer Monitoring Report Appendix 6 Sewer Generation Calculations Appendix 7 Flow Depth Calculations Appendix 8 Water Loss Evaluation Appendix 9 Pump Station Evaluation Appendix 10 Reserved Capacity Areas Appendix 11 Existing Water Usage Appendix 1 Site Information 1 Sue Williams From:Karen Xiao <kxiao@mve-architects.com> Sent:Monday, December 23, 2024 10:05 AM To:Denisse Tadillo Cc:Greg Attard; Oriana Slasor; Sue Williams; May Kyi; Pieter Berger Subject:RE: Snug Harbor - Floor Plans Categories:Filed in TonicDM, 04206-001 Snug Harbor Surf Park Warning: Unusual sender <kxiao@mve-architects.com> You don't usually receive emails from this address. Make sure you trust this sender before taking any actions. Hi Denisse, Correct. The Clubhouse is 68,478 sf, and the Athlete Accommoda ons is 11,056 sf. There are 20 units in Athlete Accommoda ons, each units own a restroom. And there is a restroom with water closets and sinks in the free-standing building next to the Athlete Accommoda ons. 738 SF I 2 Thank you, Karen Xiao Designer III From: Denisse Tadillo <DTadillo@fuscoe.com> Sent: Monday, December 23, 2024 9:57 AM To: Karen Xiao <kxiao@mve-architects.com> Cc: Greg Attard <GAttard@fuscoe.com>; Oriana Slasor <oslasor@fuscoe.com>; Sue Williams <SWilliams@fuscoe.com>; May Kyi <mkyi@fuscoe.com>; Pieter Berger <pberger@mve-architects.com> Subject: RE: Snug Harbor - Floor Plans Hi good morning Karen, Would like to confirm I am reading the areas correctly, could you please confirm the gross areas below. Could you please also confirm the total number of restrooms in the athlete accommodations? We’re tying to understand what the total demand/loading would be for our water studies. Clubhouse SF = 50,341 + 18,137 = 68,478sf Athlete Accommodations = 9,432 + 1,624 = 11,056sf Thank you, To help protect your priv acy, Microsoft Office prevented automatic download of this picture from the Internet. DENISSE TADILLO Senior Engineer I DTadillo@fuscoe.com O (949) 474-1960 | D (805) 746-9644 fuscoe.com 15535 Sand Canyon Ave, Suite 100 Irvine, California 92618 To celebrate the holiday season, our offices will be closed December 25 - January 1st, with a half day on December 24th. Happy holidays! FUSCOE ENGINEERING, INC. a n e m p l o y e e -o w n e d c o m p a n y F U L L C I R C L E T H I N K I N G ® WARNING: This e-mail and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. This information is not to be reproduced or forwarded without permission from the sender. If you have received this e-mail in error, please notify the sender or system manager. From time to time, our spam filters eliminate or block legitimate email. If your email contains important attachments or instructions, please ensure that we acknowledge receipt of those attachments or instructions. MVE+PARTNERs!j) D 3 From: Karen Xiao <kxiao@mve-architects.com> Sent: Friday, December 20, 2024 10:26 AM To: Greg Attard <GAttard@fuscoe.com> Cc: Pieter Berger <pberger@mve-architects.com> Subject: Snug Harbor - Floor Plans Hi Greg, Please see attached PDF for the floor plans. The highlighted areas/rooms are shown on the table “EXCLUDED AREA FROM GENERAL PLAN S.F. – CLUBHOUSE” and “EXCLUDED AREA FROM GENERAL PLAN S.F.” which are not requi External sender <kxiao@mve-architects.com> Make sure you trust this sender before taking any actions. Hi Greg, Please see a=ached PDF for the floor plans. The highlighted areas/rooms are shown on the table “EXCLUDED AREA FROM GENERAL PLAN S.F. – CLUBHOUSE” and “EXCLUDED AREA FROM GENERAL PLAN S.F.” which are not required by city for general plan square footage. And there is code reference on sheet A0.1 indica ng the required areas. Let me know if you have any ques on. Thank you, Karen Xiao Designer III Irvine | Los Angeles | San Diego | San Francisco | Mexico T 949.809.3388 www.mve-architects.com I MVE+PARTNERS~ 1 Sue Williams From:Steve Coyne <steve@coynedev.com> Sent:Monday, October 14, 2024 11:21 AM To:Ian Adam; Oriana Slasor; Greg Attard Subject:FW: NPB2- New system Model Categories:Fuscoe Prjs, Filed in TonicDM, 04206-001 Snug Harbor Surf Park Just wanted to confirm that you all are working with the new figures of 10.170 million gallons for the capacity of the new two lagoon layout. Thanks, Steve Coyne Coyne Development Corporation 949-300-9632 From: Diego Setien <diegos@wavegarden.com> Date: Thursday, October 10, 2024 at 11:52 PM To: Steve Coyne <steve@coynedev.com> Cc: adam cleary <adam@surffarm.com>, Pieter Berger <pberger@mve-architects.com>, Aritz Alberdi <aritz@wavegarden.com>, Imanol Sorazu <Imanol@wavegarden.com>, Lucia Bilbao <lucia@wavegarden.com>, Engineering Wavegarden <engineering@wavegarden.com>, Sean Young <sean@wavegarden.com> Subject: Re: NPB2- New system Model Hi Steve, Yes, we have increased water depth the deepest parts of the lagoon for circa +0,5m and as such overall quantities increase in 8.000m3 (2 Mill gal). Cheers, Diego Setién WAVEGARDEN Business Development Office: +34 943 041 018 www.wavegarden.com To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. El SNUG HARBOR NEWPORT BEACH, CA 92660 SITE DEVELOPMENT REVIEW MVE + PARTNERS 1900 MAIN STREET, SUITE 800 IRVINE, CA 92614 PHONE: 949.809.3388 BACK BAY BARRELS, LLC 3857 BIRCH STREET, SUITE 521 NEWPORT BEACH, CA 92660 PHONE: 949.300.9632 COVER A0.0 12/23/2024 S N U G H A R B O R S I T E D E V E L O P M E N T R E V I E W N E W P O R T B E A C H SNUG HARBOR NEWPORT BEACH, CA 92660 SITE DEVELOPMENT REVIEW MVE + PARTNERS 1900 MAIN STREET, SUITE 800 IRVINE, CA 92614 PHONE: 949.809.3388 BACK BAY BARRELS, LLC 3857 BIRCH STREET, SUITE 521 NEWPORT BEACH, CA 92660 PHONE: 949.300.9632 PROJECT SUMMARY A0.1 12/23/2024 VICINITY MAP SITE I R V I N E A V E MESA DRIVE JOHN WAYNE AIRPORT SANTA ANA COUNTRY CLUB 73 55 UPPER NEWPORT BAY NATURE PRESERVE UPPER NEWPORT BAY STATE MARINE CONSERVATION AREASAN DIEGO CREEKSHEET INDEX ARCHITECTURE A0.0 COVER A0.1 PROJECT SUMMARY A0.2 SITE PLAN A0.3 GRADE ESTABLISHMENT A0.4 SITE CONTEXT IMAGERY A0.5 SHADOW ANALYSIS A1.0 FLOOR PLAN - SHORELINE A1.1 FLOOR PLAN - LEVEL B1 + LEVEL 1 A1.2 FLOOR PLAN - LEVEL 2 + 3 A1.3 FLOOR PLAN - ATHLETE ACCOMMODATIONS LEVEL 1 + 2 A2.0 BUILDING ELEVATIONS A2.1 BUILDING ELEVATIONS A2.2 CONCEPTUAL SIGNAGE A3.0 BUILDING SECTIONS A4.0 BUILDING PERSPECTIVE CONTACT APPLICANT ARCHITECT MVE +PARTNERS 1900 MAIN STREET, SUITE 800 IRVINE, CA 92614 CONTACT: PIETER BERGER PHONE: 949.809.3388 BACK BAY BARRELS, LLC 3857 BIRCH STREET, SUITE 521 NEWPORT BEACH, CA 92660 CONTACT: STEVE COYNE PHONE: 949.300.9632 CIVIL LANDSCAPE FUSCOE ENGINEERING, INC. 15535 SAND CANYON AVE IRVINE, CA 92618 CONTACT: GREG ATTARD PHONE: 949.474.1960 PROJECT DESCRIPTION Proposed outdoor commercial recreation project consists of two main buildings. The site consist of 15.384 acres. • Clubhouse: 3-story, type VA, with one level below grade, fully sprinklered. • Athlete accommodations: 2-story, type VA, fully sprinklered. BUILDING AREA PARKING SCHEDULE LOCATION TYPE WIDTH LENGTH COUNT NORTH ADA 9' - 0"18' - 0"5 NORTH ADA AMBULATORY EV 12' - 0"18' - 0"1 NORTH ADA EV 9' - 0"18' - 0"1 NORTH ADA VAN 12' - 0"18' - 0"1 NORTH ADA VAN EV 12' - 0"18' - 0"1 NORTH EV 8' - 6"17' - 0"32 NORTH EVSE 8' - 6"17' - 0"9 NORTH STANDARD 8' - 6"17' - 0"121 171 SOUTH ADA 9' - 0"18' - 0"5 SOUTH ADA AMBULATORY EV 12' - 0"18' - 0"1 SOUTH ADA EV 9' - 0"18' - 0"1 SOUTH ADA VAN 12' - 0"18' - 0"1 SOUTH ADA VAN EV 12' - 0"18' - 0"1 SOUTH EV 8' - 6"17' - 0"32 SOUTH EVSE 8' - 6"17' - 0"9 SOUTH STANDARD 8' - 6"17' - 0"130 180 351 PARKING SUMMARYZONE ADDRESS:3100 IRVINE AVE, NEWPORT BEACH, CA 92660 APN:119 200 41 ZONE:SP-7 (OSR) DESIGNATION:Land Use Designations. The following land use designations are established for the Santa Ana Heights specific plan area: Open Space and Recreation District: SP-7 (OSR). Land use and development standards for Santa Ana Heights shall be in accordance with Exhibit 21.90-1, Land Use Map—Specific Plan District No. 7, and the provisions of this section. Principal Uses Allowed. The following principal uses are permitted: Outdoor commercial recreation. LOT INFORMATION REQUIRED:Building Site Area. One acre minimum LOT AREA:15.384 ACRES HEIGHT HEIGHT ALLOWABLE:Building Height. Eighteen (18) feet maximum unless otherwise provided by permit. HEIGHT PROPOSED:50' - 0" (CLUBHOUSE - MEASURED FROM ESTABLISHMENT OF GRADE) 40' - 0" (ATHLETE ACCOMMODATIONS - MEASURED FROM ESTABLISHMENT OF GRADE) SETBACKS REQUIRED:Building Setbacks. Twenty (20) feet minimum from all property lines. PROPOSED:Building setbacks are larger than 20 feet all around the property. See setback and dimensions on Site Plan. Setback measured to the face of finish REQUIRED:As required by city approved parking demand study PROPOSED:377 Parking Stalls PROJECT SUMMARY CIVIL LANDSCAPE SITE ADDRESS L-1 SCHEMATIC PLAN L-2 LANDSCAPE PLAN ENLARGEMENT –AMENITY DECKS L-3 LANDSCAPE PLAN ENLARGEMENT –MAIN ENTRY & WEST PARKING LOT L-4 LANDSCAPE PLAN ENLARGEMENT –SURF SCHOOL TRAINING LAWN & SHORELINE PERIMETER L-5 LANDSCAPE PLAN ENLARGEMENT-IRVINE AVENUE ENTRY L-6 PLANT PALETTE & IMAGES CONCEPTUAL DESIGN + PLANNING COMPANY 1675 SCENIC AVENUE, SUITE 200 COSTA MESA, CA 92626 CONTACT: JENNIFER FREDERICK PHONE: 949.399.0870 3100 IRVINE AVE, NEWPORT BEACH, CA 92660 C-01 TITLE SHEET C-02 EXISTING CONDITIONS C-03 CONCEPTUAL GRADING C-04 CONCEPTUAL UTILITY C-05 SECTIONS C-06 ALTA NSPS LAND TITLE SURVEY C-07 ALTA NSPS LAND TITLE SURVEY C-08 ALTA NSPS LAND TITLE SURVEY NOTE: 1. THE APPLICANT PREVIEWED THE PROJECT WITH THE ORANGE COUNTY HEALTH DEPARTMENT ON JULY 23, 2024 AT AN IN PERSON MEETING. PRELIMINARY FEEDBACK WAS MINIMUM AND PROJECT WAS WELL RECEIVED. FINAL APPROVAL WILL BE OBTAINED DURING PERMIT PROCESS. 2. ALL SIGNS COMPLY WITH CHAPTER 20.42 OF THE ZONING CODE OR AN APPROVED SIGN PROGRAM AND REQUIRE SEPARATE REVIEWS AND PERMITS. GENERAL PLAN SQUARE FOOTAGE - CLUBHOUSE LEVEL PROGRAM AREA LEVEL B1 CORRIDOR 2,916 SF LEVEL B1 MEP 479 SF LEVEL B1 STAFF 1,210 SF 4,605 SF LEVEL 1 CORRIDOR 200 SF LEVEL 1 DRYING ROOM 268 SF LEVEL 1 KITCHEN 1,721 SF LEVEL 1 MAIN ELECTRICAL 365 SF LEVEL 1 MEMBERS LOBBY 688 SF LEVEL 1 MEP 557 SF LEVEL 1 PREP ROOM 183 SF LEVEL 1 REST.1,470 SF LEVEL 1 RESTAURANT / BAR 6,349 SF LEVEL 1 RESTROOMS / CHANGING ROOMS 1,287 SF LEVEL 1 STORAGE 245 SF LEVEL 1 SURF ACADEMY 2,750 SF LEVEL 1 SURF SHOP 2,759 SF LEVEL 1 WASH ROOM 285 SF 19,126 SF LEVEL 2 CORRIDOR 90 SF LEVEL 2 FITNESS 3,240 SF LEVEL 2 MEMBER LOCKERS / SPA 2,480 SF LEVEL 2 MEP 583 SF LEVEL 2 REST.1,162 SF LEVEL 2 STORAGE 295 SF LEVEL 2 STORAGE / BOH 436 SF LEVEL 2 THE POINT LOUNGE 6,846 SF LEVEL 2 YOGA 1,790 SF 16,921 SF LEVEL 3 CORRIDOR 80 SF LEVEL 3 MEP 404 SF LEVEL 3 RECORDING STUDIO 2,188 SF LEVEL 3 REST.261 SF LEVEL 3 SERVICE 427 SF LEVEL 3 STORAGE 184 SF LEVEL 3 VIP 6,143 SF 9,688 SF 50,340 SF GENERAL PLAN SQUARE FOOTAGE - A. A. LEVEL PROGRAM AREA ATHLETE ACCOMMODATIONS LEVEL 1 10 UNITS 4,716 SF 4,716 SF ATHLETE ACCOMMODATIONS LEVEL 2 10 UNITS 4,716 SF 4,716 SF 9,432 SF TOTAL GENERAL PLAN SQUARE FOOTAGE: 59,773 SF EXCLUDED AREA FROM GENERAL PLAN S.F. - CLUBHOUSE LEVEL PROGRAM AREA LEVEL B1 STORAGE 1, GOLF CART STORAGE 3,571 SF LEVEL B1 STORAGE 2, FACILITY STORAGE 5,472 SF LEVEL B1 STORAGE 3, SURF BOARD STORAGE 6,928 SF 15,972 SF LEVEL 1 BOARD STORAGE 548 SF LEVEL 1 REST.1,618 SF 2,166 SF 18,138 SF EXCLUDED AREA FROM GENERAL PLAN S.F. LEVEL PROGRAM AREA ATHLETE ACCOMMODATIONS LEVEL 1 REST.738 SF ATHLETE ACCOMMODATIONS LEVEL 1 STORAGE 886 SF 1,624 SF 1,624 SF TOTAL EXCLUDED AREA FROM GENERAL PLAN SQUARE FOOTAGE: 19,761 SF TOTAL GROSS SQUARE FOOTAGE: 79,534 SF 50,341 SF 9,687 SF 16,922 SF 19,127 SF 15,971 SF 18,137 SF NOTE: 1. EV CAPABLE, EVSE AND EV ACCESSIBLE PARKING WILL COMPLY WITH TABLE 5.106.5.3.1 OF CAL GREEN AND TABLE 11B-228.3.2.1 OF CBC. 2. THE LOCATION OF DIFFERENT PARKING STALLS WILL BE DESIGNATED DURING PLAN CHECK. NOTE: PER CITY OF NEWPORT BEACH MUNICIPAL CODE, TITLE 20 PLANNING AND ZONING, CHAPTER 20.70 DEFINITIONS, 20.70.020 DEFINITIONS OF SPECIALIZED TERMS AND PHRASES, FLOOR AREA, GROSS. 2. MULTI-UNIT RESIDENTIAL (THREE-PLUS DWELLINGS), MIXED-USE, AND NONRESIDENTIAL STRUCTURES. A. FOR MULTI-UNIT RESIDENTIAL, MIXED-USE, AND NONRESIDENTIAL STRUCTURES, THE FOLLOWING AREAS SHALL BE INCLUDED IN CALCULATIONS OF GROSS FLOOR AREA: I. THE AREA WITHIN AND INCLUDING THE SURROUNDING EXTERIOR WALLS; AND II. ANY INTERIOR PORTION OF A STRUCTURE THAT IS ACCESSIBLE AND THAT MEASURES MORE THAN FOUR FEET FROM FLOOR TO CEILING. B. THE FOLLOWING AREAS SHALL BE EXCLUDED: I. STAIRWELLS AND ELEVATOR SHAFTS ABOVE THE FIRST LEVEL; II. OUTDOOR DINING AREAS ASSOCIATED WITH AN EATING AND DRINKING ESTABLISHMENT, AND III. PARKING STRUCTURES ASSOCIATED WITH AN ALLOWED USE WITHIN THE SAME DEVELOPMENT. From:Karen Xiao <kxiao@mve-architects.com> Sent:Monday, December 23, 2024 10:05 AM To:Denisse Tadillo Cc:Greg Attard; Oriana Slasor; Sue Williams; May Kyi; Pieter Berger Subject:RE: Snug Harbor - Floor Plans Categories:Filed in TonicDM, 04206-001 Snug Harbor Surf Park Warning: Unusual sender <kxiao@mve-architects.com> You don't usually receive emails from this address. Make sure you trust this sender before taking any actions. Hi Denisse, Correct. The Clubhouse is 68,478 sf, and the Athlete Accommoda ons is 11,056 sf. There are 20 units in Athlete Accommoda ons, each units own a restroom. And there is a restroom with water closets and sinks in the free-standing building next to the Athlete Accommoda ons. 738 SF I I 1,-------1 I I _ __JI I N 2,187,217' - 6 13/32" E 6,065,590' - 10 45/256" SOUTH PARKING +/-180 PARKING STALLS DROP OFF BASIN BASIN M E S A D R I V E AMENITY CLUBHOUSE BUILDING 3-LEVELS MAX HEIGHT 50'0" POOL S E R V I C E P E N I N S U L A G A T E GATE 6'0" FENCE 6'0" FENCE SERVICE POOL FENCE NORTH PARKING +/-171 STALLS GATE OPEN DURING HOURS OF OPERATION GATE OPEN DURING HOURS OF OPERATION POOL ATHLETE ACCOMMODATIONS 9,432 SF SOLAR TRELLIS ABOVE PARKING (TYPICAL) SOLAR TRELLIS ABOVE PARKING (TYPICAL) 5 1 0' - 0" LEFT IN, RIGHT IN, RIGHT OUT INTERSECTION RETAINING WALLS (LESS THAN 8'0" IN HEIGHT TO TOP OF RETAINING WALLS) POOL FENCE WAVE MAKING EQUIPMENT (ABOVE GRADE) SERVICE FF 45'0" L1 FF 42'0" LB FF 28'0" FF 38'0" L1 FF 48'0" CONCEPTUAL MONUMENT SIGN (SIGNS UNDER SEPARATE REVIEWS AND PERMITS) SPA STANDARD STALL: 130 STANDARD EV STALL: 32 ADA STALL: 5 ADA VAN STALL: 1 ADA EV STALL: 1 ADA VAN EV STALL: 1 EVSE: 9 ADA AMBULATORY EV: 1 STANDARD STALL: 121 STANDARD EV STALL: 32 ADA STALL: 5 ADA VAN STALL: 1 ADA EV STALL: 1 ADA VAN EV STALL:1 EVSA: 9 ADA AMBULATORY EV: 1 FF 37'0" HEATING EQUIPMENT(50 HEATERS) TURN AROUND I R V I N E A V E L1 FF 42'0" P O O L TURN AROUND U P U P D N U P U P PROPOSED RAMP PROPOSED RAMP TRASH ENCLOSURE 2 5 ' - 6 " 1 6 ' - 0 " TRASH ENCLOSURE HEIGHT: 12'-0" 8'0" FENCE AROUND LAGOON EQUIPMENT AREA CONCEPTUAL ENTRANCE SIGNAGE (SIGNS UNDER SEPARATE REVIEWS AND PERMITS) SERVICE GATE SELF-CLOSING/SELF- LATCHING GATES MAX HEIGHT OF MECHANICAL EQUIPMENT: 11'-6" 6 '0 " F E N C E 6'0" FENCE SHORT-TERM BICYCLE PARKING LONG-TERM BICYCLE PARKING S E T B A C K M E A S UR E D T O F A C E O F FI N I S H 2 0' - 0 " S E T B A C K M E A S U R E D T O F A C E O F F I N I S H 2 0 ' - 0 " S E T B A C K M E A S U R E D T O F A C E O F FI N I S H 2 0' - 0 " 2 0 ' - 0 " BROW SIGNAGE (SIGNS UNDER SEPARATE REVIEWS AND PERMITS) SELF-CLOSING/SELF- LATCHING GATES CONCEPTUAL ENTRANCE SIGNAGE (SIGNS UNDER SEPARATE REVIEWS AND PERMITS) LED SCREEN LED SCREEN SERVICE AREA GOLF CART START CHECK-IN POINT SOLAR TRELLIS ABOVE WAVE MAKING EQUIPMENT (TYPICAL) 0' SNUG HARBOR NEWPORT BEACH, CA 92660 SITE DEVELOPMENT REVIEW MVE + PARTNERS 1900 MAIN STREET, SUITE 800 IRVINE, CA 92614 PHONE: 949.809.3388 BACK BAY BARRELS, LLC 3857 BIRCH STREET, SUITE 521 NEWPORT BEACH, CA 92660 PHONE: 949.300.9632 20' 40' 80'160' 1" = 40'-0" SITE PLAN A0.2 12/23/2024 ( --<'.. I ' I I \., ----S... I' I I I I, - .·•- -I I ,i·· I /f'_/ ' __ -I ,,--(1 --' ' ,,, I ~'(;,I -"4''' ' ' I '·-- I ' '' ,\ ~ ~ '\'I ,, ,;.•,_', " ,'.• ' ' rn L r.nr,r. ·,,'~ :I' it - '1 i1 - - I--,, ,;r---- i11- If- }--- 1 i :1f- _, '" -.. \ I ./-' • ' I --, I l- r _I --1-- ---, ---l ' I ' -f - I I { ' ' ' [ _,,,,--- -, .. <,.J'---,~,,_/ ------ ---I I - - - I '" ... -': --------- -~ --------- -----. - ------------------- -.. __ --------..'.:. ------- ------- ·------ '.:,:---/ ll ;: ' ' ·-----'.....- --------- ', :::•:_..,·· ~~--.. ' < < -·~··~·-•·) -J.' '' ; 'i. -----·, ---,. ./ I I 7,•, ... ..,•- -·~ - - - - - ·,:;; ;~---_-... : -~--:-~ -- """"-- -----------~, -y T; >·,,._ --V 1:· --;· ·,-... ---'---- __:_.::;:.~ ' ' ' ' ' ' ' ~--=-· / i i >--•i,. ' I I ' ' ' ' ' ' ' ' ·-<.( -, ... __ _ -!.)) ----- --- I -------- ------- -------- I __., +-· ----·- _--::::--~ ~-~--,c;_ -,C:... -- - -- ------ ------- I c:·\✓• \,,, N 2,187,217' - 6 13/32" E 6,065,590' - 10 45/256" I R V I N E A V E M E S A D R I V E + 17.9' + 53.5' + 54.3' + 42.2' ( 4 2 . 2 - 1 7 . 9 ) / 5 0 2 = 4 . 8 4 % GROUND LEVEL PAD 41' GROUND LEVEL FF 42' BASEMENT PAD 27' BASEMENT FF 28' PAD 47' PAD 41' 954' - 10 183/256 " (5 4 .3 -1 7 .9 ) / 9 5 4 = 3 .8 1 % 5 0 2 ' - 5 1 2 1 / 12 8 " (53.5-42.2) / 354 = 3.19 % PAD 41' 2 9 0 ' - 0 " 1 0 ' - 0 " E Q E Q S E T B A C K 2 0' - 0 " S E T B A C K 2 0 ' - 0 " S E T B A C K 2 0' - 0 " 354' - 7 27/128" 0' SNUG HARBOR NEWPORT BEACH, CA 92660 SITE DEVELOPMENT REVIEW MVE + PARTNERS 1900 MAIN STREET, SUITE 800 IRVINE, CA 92614 PHONE: 949.809.3388 BACK BAY BARRELS, LLC 3857 BIRCH STREET, SUITE 521 NEWPORT BEACH, CA 92660 PHONE: 949.300.9632 20' 40' 80'160' 1" = 40'-0" GRADE ESTABLISHMENT A0.3 12/23/2024 GRADE ESTABLISHMENT (per 20.30.050) *4-Sided Polygon Encompasses All Buildings on Site Establishment of Slope Slope 1: (54.3-17.9) / 954= 3.81% Slope 2: (42.2-17.9) / 502 = 4.84% Slope 3: (53.5-42.2) / 354 = 3.19% Establishment of Grade Lot is < 5% therefore average of 4 sided spot grades. (17.9+42.2+53.5+54.3) / 4 = 41.975' C + ' •:, ' -•:, ( -~, ' '/) ' \") C -•;, + + --_, .. --.-r.: f. CQ fl'.: - r ' ·--- ' + + .' .. ,f' .~;,q .. . . A?-r J ,i ' ' ,, .{ ' ·, 'I 1- ,;f- i1i" i- I-- I l- ' : f:',' \ " -.,_ ' . ' ',' \ - j_ l - 7 ·"-.\ '-~~.::/t '•;.':.,,.\,, ::i>-·"' '' ' '"-. ' " ' ' I + ~';-, ' '"" ) ,, ' + •>l ,:.s'"~,t~"r• _,..-- ' I + -:'- " ., _;;.,. --- ~ -,-,; :;, ------,,J-',;;;,, J I I .. 1 :, , I ~-I : 1'"'·· I I "·•r -~,--.,, ·1 ':.tr ,\ ,, ' '' 'I ' ' I I I I I I I ~• :.c-)·:.:. ' I I J 11 I I I .. 1- ' ;: f·.1 , • ' ;' , , ,, ' ' --,-_,, ,\ ; •:--,._ , 1-/ ' ~, "'-, I\ I "), • ·-L r s----.. ,-1 ,. .J .. i 'i \\, •. ' ·'-~\ ' ·-,,_ -'>, "-->, ·---'•-!-·, "· I I .,., . .,} '· 'I '•J >--... r <_ ' ·1 ·, / :,.. ~-,' rr3r ., .. ,~ I ,1 I •.:', ·-~~, . 'J ! 'Y + ·--. ----..::... --. -- ---- ·, ·--j_ ·-,' ·---- ----- i o u u;u,rn J ·--.,>:.~~: _..:,,, I l -----+ f j -~-- ~ <::~ :,c: --~.,,. --===~ -~--~ ~-""" _, __ "it;-: j , I I I j ,i f \ '·. / I + / / + _I j +- I ,,,_/, __ ; • •/ ✓-,- {"",'. '\ '"·,~-~-. ·, ', I '· /·. _./ ; ; ; ; / •·,-c ... ------ ---; _co, "'-f::..~-~ ,_,_ ' j \ I I '• + 7'-....r-__ I + -- -,.:y-:;;_---... -==-.,'< --=-·=--:..._ -.;.. -----------+ ----· ,_ ~ --,-,'/ + +- + + + + ; I .,, ,/ SNUG HARBOR NEWPORT BEACH, CA 92660 SITE DEVELOPMENT REVIEW MVE + PARTNERS 1900 MAIN STREET, SUITE 800 IRVINE, CA 92614 PHONE: 949.809.3388 BACK BAY BARRELS, LLC 3857 BIRCH STREET, SUITE 521 NEWPORT BEACH, CA 92660 PHONE: 949.300.9632 SITE CONTEXT IMAGERY A0.4 12/23/2024 1 2 3 8 4 7 6 5 1 2 3 4 6 5 7 8 -- / 2,759 SF SURF SHOP 677 SF RESTROOMS / CHANGING ROOMS 1,721 SF KITCHEN 6,349 SF RESTAURANT / BAR MAIN ENTRY S E R V I C E SERVICE GATE 2,750 SF SURF ACADEMY BASIN 30'0" DELTA POOL 20' X 60' LOBBY / RECEPTION 829 SF REST. 20% RAMP DN TURN AROUND ADA RAMP TURFTRAINING LAGOON ENTRY LAGOON ENTRY DN D N ADA RAMP 735 SF REST.735 SF REST. SERVICE ACCESS GATE 183 SF MEP 548 SF BOARD STORAGE 183 SF PREP ROOM 128 SF MEP 688 SF MEMBERS LOBBY FF 48'0" FF 42'0" 246 SF MEP 245 SF STORAGE MEMBERS POOL 20' X 80' SERVICE PARKING LOT 789 SF REST. 268 SF DRYING ROOM285 SF WASH ROOM 365 SF MAIN ELECTRICAL ME MBE RS SPA 1 5' X 4 0' FF 48'0" 4,716 SF 10 UNITS 609 SF RESTROOMS / CHANGING ROOMS 738 SF REST. 886 SF STORAGE DELTA POOL 20' X 55' OUTDOOR DINING 1,524 SF SNUG HARBOR NEWPORT BEACH, CA 92660 SITE DEVELOPMENT REVIEW MVE + PARTNERS 1900 MAIN STREET, SUITE 800 IRVINE, CA 92614 PHONE: 949.809.3388 BACK BAY BARRELS, LLC 3857 BIRCH STREET, SUITE 521 NEWPORT BEACH, CA 92660 PHONE: 949.300.9632 1" = 20'-0" FLOOR PLAN - SHORELINE A1.0 12/23/2024 i I \ \ I \ \ \ \ \ \ \ I \ \ I \ \ I \ \ \ \ \ \ \ \ \ I \ \ I \ \ \ \ \ \ \ ' ' ', \ ' ' ' • \ \• • \ ' . \ • • • • l • • --;.;J"-::.-~ ; _ : ' _ --,_ T Vi" '1 -·--~c.-)1 #« ~ !Ill Jiji, I: - l ,i r L.--=•~-_: , • __ _:•~-J - - -..= • • • \ • • • • { • • • -----------fl/' \ • • • • • ·• • • • • • ; ,,-- ' . ' ,{,' . ,., . '';:, > "-t-;-~- ' ; ' ' .. :, - • • --, -. • • ' ' ' ' iiiiJil - I I • ,. I 2,759 SF SURF SHOP 1,721 SF KITCHEN 6,349 SF RESTAURANT / BAR VALET DROP OFF M A I N E N T R Y S E R V I C E SERVICE GATE 30'0" FF 42'0" 2,750 SF SURF ACADEMY BASIN 30'0" LOBBY / RECEPTION 829 SF REST. 20% RAMP TURN AROUND ADA RAMP TURF TRAINING LAGOON ENTRY LAGOON ENTRY DN D N UP ADA RAMP 735 SF REST. 735 SF REST. SERVICE ACCESS GATE 183 SF MEP 548 SF BOARD STORAGE 183 SF PREP ROOM 128 SF MEP 688 SF MEMBERS LOBBY FF 42'0" FF 39'0" 246 SF MEP 245 SF STORAGE PICK UP WINDOW 789 SF REST. ADA RAMP 365 SF MAIN ELECTRICAL 268 SF DRYING ROOM 285 SF WASH ROOM GATHERING LAGOON ENTRY A B C DN 677 SF RESTROOMS / CHANGING ROOMS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 arrival desk ipad check-in wetsuit racksused wetsuit bins board racks DETACHED BUILDING UNDERNEATH DECK ABOVE PROPOSED RAMP OUTDOOR CHANGING AREA UP RESTROOMS / CHANGING ROOMS 610 SF OUTDOOR DINING 1,524 SF 1,210 SF STAFF 6,928 SF STORAGE 3, SURF BOARD STORAGE 3,571 SF STORAGE 1, GOLF CART STORAGE 479 SF MEP CORRIDOR FF 28'0" 5,472 SF STORAGE 2, FACILITY STORAGE A B C 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 20% RAMP U P UP UP Surf Board Conveyor Storage System SNUG HARBOR NEWPORT BEACH, CA 92660 SITE DEVELOPMENT REVIEW MVE + PARTNERS 1900 MAIN STREET, SUITE 800 IRVINE, CA 92614 PHONE: 949.809.3388 BACK BAY BARRELS, LLC 3857 BIRCH STREET, SUITE 521 NEWPORT BEACH, CA 92660 PHONE: 949.300.9632 1/16" = 1'-0" FLOOR PLAN - LEVEL B1 + LEVEL 1 A1.1 12/23/2024 * General Plan Table LU-1 Parks and Recreation - Private uses in this category may include incidental buildings, such as maintenance equipment sheds, supply storage, and restrooms, not included in determining intensity limits. LEVEL 1 LEVEL BASEMENT GENERAL PLAN SQUARE FOOTAGE - CLUBHOUSE LEVEL PROGRAM AREA LEVEL B1 CORRIDOR 2,916 SF LEVEL B1 MEP 479 SF LEVEL B1 STAFF 1,210 SF 4,605 SF LEVEL 1 CORRIDOR 200 SF LEVEL 1 DRYING ROOM 268 SF LEVEL 1 KITCHEN 1,721 SF LEVEL 1 MAIN ELECTRICAL 365 SF LEVEL 1 MEMBERS LOBBY 688 SF LEVEL 1 MEP 557 SF LEVEL 1 PREP ROOM 183 SF LEVEL 1 REST.1,470 SF LEVEL 1 RESTAURANT / BAR 6,349 SF LEVEL 1 RESTROOMS / CHANGING ROOMS 1,287 SF LEVEL 1 STORAGE 245 SF LEVEL 1 SURF ACADEMY 2,750 SF LEVEL 1 SURF SHOP 2,759 SF LEVEL 1 WASH ROOM 285 SF 19,126 SF LEVEL 2 CORRIDOR 90 SF LEVEL 2 FITNESS 3,240 SF LEVEL 2 MEMBER LOCKERS / SPA 2,480 SF LEVEL 2 MEP 583 SF LEVEL 2 REST.1,162 SF LEVEL 2 STORAGE 295 SF LEVEL 2 STORAGE / BOH 436 SF LEVEL 2 THE POINT LOUNGE 6,846 SF LEVEL 2 YOGA 1,790 SF 16,921 SF LEVEL 3 CORRIDOR 80 SF LEVEL 3 MEP 404 SF LEVEL 3 RECORDING STUDIO 2,188 SF LEVEL 3 REST.261 SF LEVEL 3 SERVICE 427 SF LEVEL 3 STORAGE 184 SF LEVEL 3 VIP 6,143 SF 9,688 SF 50,340 SF GENERAL PLAN SQUARE FOOTAGE - A. A. LEVEL PROGRAM AREA ATHLETE ACCOMMODATIONS LEVEL 1 10 UNITS 4,716 SF 4,716 SF ATHLETE ACCOMMODATIONS LEVEL 2 10 UNITS 4,716 SF 4,716 SF 9,432 SF TOTAL GENERAL PLAN SQUARE FOOTAGE: 59,773 SF EXCLUDED AREA FROM GENERAL PLAN S.F. - CLUBHOUSE LEVEL PROGRAM AREA LEVEL B1 STORAGE 1, GOLF CART STORAGE 3,571 SF LEVEL B1 STORAGE 2, FACILITY STORAGE 5,472 SF LEVEL B1 STORAGE 3, SURF BOARD STORAGE 6,928 SF 15,972 SF LEVEL 1 BOARD STORAGE 548 SF LEVEL 1 REST.1,618 SF 2,166 SF 18,138 SF EXCLUDED AREA FROM GENERAL PLAN S.F. LEVEL PROGRAM AREA ATHLETE ACCOMMODATIONS LEVEL 1 REST.738 SF ATHLETE ACCOMMODATIONS LEVEL 1 STORAGE 886 SF 1,624 SF 1,624 SF TOTAL EXCLUDED AREA FROM GENERAL PLAN SQUARE FOOTAGE: 19,761 SF TOTAL GROSS SQUARE FOOTAGE: 79,534 SF 50,341 SF 9,687 SF 16,922 SF 19,127 SF 15,971 SF 18,137 SF d Q/, ' ,,, I \ \ Q ·. ___ '- 0 0 ' ' /- / ; -,\.-· ,,- 0 I' 0 / Q ,' .' ; ,j ·-------------::ff ·::_,,.,· Q' ; d ; ,' ·-........ " i ' <·->,._'_ --'·-,'. 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I 7 0 \ ' 0 0 LANAI OPEN TO BELOW 6,846 SF THE POINT LOUNGE 1,790 SF YOGA 3,240 SF FITNESS 2,480 SF MEMBER LOCKERS / SPA 245 SF MEP 290 SF REST.291 SF REST. 338 SF MEP 295 SF STORAGE 436 SF STORAGE / BOH Used Wetsuit Shoot 291 SF REST.290 SF REST. A B C 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 FITNESS DECK 2,188 SF RECORDING STUDIO 523 SF VIP 523 SF VIP 523 SF VIP 525 SF VIP LANAI 523 SF VIP 1,164 SF VIP LOBBY 184 SF STORAGE 78 SF MEP LANAI 427 SF SERVICE 523 SF VIP REST. A B C REST. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 MECHANICAL WELL open to sky MECHANICAL WELL open to sky 526 SF VIP 524 SF VIP 326 SF MEP D VIP 789 SF SNUG HARBOR NEWPORT BEACH, CA 92660 SITE DEVELOPMENT REVIEW MVE + PARTNERS 1900 MAIN STREET, SUITE 800 IRVINE, CA 92614 PHONE: 949.809.3388 BACK BAY BARRELS, LLC 3857 BIRCH STREET, SUITE 521 NEWPORT BEACH, CA 92660 PHONE: 949.300.9632 1/16" = 1'-0" FLOOR PLAN - LEVEL 2 + 3 A1.2 12/23/2024 * General Plan Table LU-1 Parks and Recreation - Private uses in this category may include incidental buildings, such as maintenance equipment sheds, supply storage, and restrooms, not included in determining intensity limits. LEVEL 2 LEVEL 3 GENERAL PLAN SQUARE FOOTAGE - CLUBHOUSE LEVEL PROGRAM AREA LEVEL B1 CORRIDOR 2,916 SF LEVEL B1 MEP 479 SF LEVEL B1 STAFF 1,210 SF 4,605 SF LEVEL 1 CORRIDOR 200 SF LEVEL 1 DRYING ROOM 268 SF LEVEL 1 KITCHEN 1,721 SF LEVEL 1 MAIN ELECTRICAL 365 SF LEVEL 1 MEMBERS LOBBY 688 SF LEVEL 1 MEP 557 SF LEVEL 1 PREP ROOM 183 SF LEVEL 1 REST.1,470 SF LEVEL 1 RESTAURANT / BAR 6,349 SF LEVEL 1 RESTROOMS / CHANGING ROOMS 1,287 SF LEVEL 1 STORAGE 245 SF LEVEL 1 SURF ACADEMY 2,750 SF LEVEL 1 SURF SHOP 2,759 SF LEVEL 1 WASH ROOM 285 SF 19,126 SF LEVEL 2 CORRIDOR 90 SF LEVEL 2 FITNESS 3,240 SF LEVEL 2 MEMBER LOCKERS / SPA 2,480 SF LEVEL 2 MEP 583 SF LEVEL 2 REST.1,162 SF LEVEL 2 STORAGE 295 SF LEVEL 2 STORAGE / BOH 436 SF LEVEL 2 THE POINT LOUNGE 6,846 SF LEVEL 2 YOGA 1,790 SF 16,921 SF LEVEL 3 CORRIDOR 80 SF LEVEL 3 MEP 404 SF LEVEL 3 RECORDING STUDIO 2,188 SF LEVEL 3 REST.261 SF LEVEL 3 SERVICE 427 SF LEVEL 3 STORAGE 184 SF LEVEL 3 VIP 6,143 SF 9,688 SF 50,340 SF GENERAL PLAN SQUARE FOOTAGE - A. A. LEVEL PROGRAM AREA ATHLETE ACCOMMODATIONS LEVEL 1 10 UNITS 4,716 SF 4,716 SF ATHLETE ACCOMMODATIONS LEVEL 2 10 UNITS 4,716 SF 4,716 SF 9,432 SF TOTAL GENERAL PLAN SQUARE FOOTAGE: 59,773 SF EXCLUDED AREA FROM GENERAL PLAN S.F. - CLUBHOUSE LEVEL PROGRAM AREA LEVEL B1 STORAGE 1, GOLF CART STORAGE 3,571 SF LEVEL B1 STORAGE 2, FACILITY STORAGE 5,472 SF LEVEL B1 STORAGE 3, SURF BOARD STORAGE 6,928 SF 15,972 SF LEVEL 1 BOARD STORAGE 548 SF LEVEL 1 REST.1,618 SF 2,166 SF 18,138 SF EXCLUDED AREA FROM GENERAL PLAN S.F. LEVEL PROGRAM AREA ATHLETE ACCOMMODATIONS LEVEL 1 REST.738 SF ATHLETE ACCOMMODATIONS LEVEL 1 STORAGE 886 SF 1,624 SF 1,624 SF TOTAL EXCLUDED AREA FROM GENERAL PLAN SQUARE FOOTAGE: 19,761 SF TOTAL GROSS SQUARE FOOTAGE: 79,534 SF 50,341 SF 9,687 SF 16,922 SF 19,127 SF 15,971 SF 18,137 SF J 0 d ci 0 / I C) c) 0 0 d 0/ I I 0 / 0 j 0 0 0 0 0 ~ I I I ,\• ' --lft ~r ;-•-- 0 / 0 I I I ' ' ' 0 ' ' ' ' ' 0 ' 0 I 0 ' ' ' I ' ' ' ' ' ' I ' ' ' ' ' ' ' 'I ,, ,I ,, ' ! --- --,I ' I I I I I 0 ' I ' ' ' I I I I I 0 _____ ,, __ I I I I 0 I I I I 0 I I 0 I I 0 I I 0 0 -~ - ,~~.c-.~--r--cec=- 1_ -~ ___ ·-_ I '•c I I 1-----,.,,---= ~--· " l L 0 0 1?1~1,,1 •- I 0 I 0 I I I I n- I 0 I I I I ----.. I I I 0 I I I I I I ' \', \" 1', d ' -U -, I I I I I I I I I I 0 'tl, ' ·-µ---c W·, F:-;1 -I I __ -, I I I I I I I I I I 0 ' ' I I I I I I I I ' ' ' ' ' ' ' ' ' ' I I I I I I 0 ' \ ' I I I ' I I ' 0 ' -,- ' ' 0 ' ' ' 0 ' ' ' ' 0 \\ 0 0 \ 0 0 0 0 0 0 0 0 0 0 0 0 .0 0 0 0 0 0 0 0 \_ 0 0 0 4,716 SF 10 UNITS 738 SF REST. 886 SF STORAGE POOL 20' X 80' SPA FF 45'0" L1 FF 48'0" FF 37'0" 4,716 SF 10 UNITS SNUG HARBOR NEWPORT BEACH, CA 92660 SITE DEVELOPMENT REVIEW MVE + PARTNERS 1900 MAIN STREET, SUITE 800 IRVINE, CA 92614 PHONE: 949.809.3388 BACK BAY BARRELS, LLC 3857 BIRCH STREET, SUITE 521 NEWPORT BEACH, CA 92660 PHONE: 949.300.9632 1/16" = 1'-0" FLOOR PLAN - ATHLETE ACCOMMODATIONS LEVEL 1 + 2 A1.3 12/23/2024 * General Plan Table LU-1 Parks and Recreation - Private uses in this category may include incidental buildings, such as maintenance equipment sheds, supply storage, and restrooms, not included in determining intensity limits. LEVEL 1 LEVEL 2 GENERAL PLAN SQUARE FOOTAGE - CLUBHOUSE LEVEL PROGRAM AREA LEVEL B1 CORRIDOR 2,916 SF LEVEL B1 MEP 479 SF LEVEL B1 STAFF 1,210 SF 4,605 SF LEVEL 1 CORRIDOR 200 SF LEVEL 1 DRYING ROOM 268 SF LEVEL 1 KITCHEN 1,721 SF LEVEL 1 MAIN ELECTRICAL 365 SF LEVEL 1 MEMBERS LOBBY 688 SF LEVEL 1 MEP 557 SF LEVEL 1 PREP ROOM 183 SF LEVEL 1 REST.1,470 SF LEVEL 1 RESTAURANT / BAR 6,349 SF LEVEL 1 RESTROOMS / CHANGING ROOMS 1,287 SF LEVEL 1 STORAGE 245 SF LEVEL 1 SURF ACADEMY 2,750 SF LEVEL 1 SURF SHOP 2,759 SF LEVEL 1 WASH ROOM 285 SF 19,126 SF LEVEL 2 CORRIDOR 90 SF LEVEL 2 FITNESS 3,240 SF LEVEL 2 MEMBER LOCKERS / SPA 2,480 SF LEVEL 2 MEP 583 SF LEVEL 2 REST.1,162 SF LEVEL 2 STORAGE 295 SF LEVEL 2 STORAGE / BOH 436 SF LEVEL 2 THE POINT LOUNGE 6,846 SF LEVEL 2 YOGA 1,790 SF 16,921 SF LEVEL 3 CORRIDOR 80 SF LEVEL 3 MEP 404 SF LEVEL 3 RECORDING STUDIO 2,188 SF LEVEL 3 REST.261 SF LEVEL 3 SERVICE 427 SF LEVEL 3 STORAGE 184 SF LEVEL 3 VIP 6,143 SF 9,688 SF 50,340 SF GENERAL PLAN SQUARE FOOTAGE - A. A. LEVEL PROGRAM AREA ATHLETE ACCOMMODATIONS LEVEL 1 10 UNITS 4,716 SF 4,716 SF ATHLETE ACCOMMODATIONS LEVEL 2 10 UNITS 4,716 SF 4,716 SF 9,432 SF TOTAL GENERAL PLAN SQUARE FOOTAGE: 59,773 SF EXCLUDED AREA FROM GENERAL PLAN S.F. - CLUBHOUSE LEVEL PROGRAM AREA LEVEL B1 STORAGE 1, GOLF CART STORAGE 3,571 SF LEVEL B1 STORAGE 2, FACILITY STORAGE 5,472 SF LEVEL B1 STORAGE 3, SURF BOARD STORAGE 6,928 SF 15,972 SF LEVEL 1 BOARD STORAGE 548 SF LEVEL 1 REST.1,618 SF 2,166 SF 18,138 SF EXCLUDED AREA FROM GENERAL PLAN S.F. LEVEL PROGRAM AREA ATHLETE ACCOMMODATIONS LEVEL 1 REST.738 SF ATHLETE ACCOMMODATIONS LEVEL 1 STORAGE 886 SF 1,624 SF 1,624 SF TOTAL EXCLUDED AREA FROM GENERAL PLAN SQUARE FOOTAGE: 19,761 SF TOTAL GROSS SQUARE FOOTAGE: 79,534 SF 50,341 SF 9,687 SF 16,922 SF 19,127 SF 15,971 SF 18,137 SF i :;._- \ '! C 0 ___ ,_·_- - 0 ( . ----' I / -- '' '' ' '' '' " '' ' ' --' -" -; :<-• ' ,- ------,, - ------- ------- ------ ----- J I ' I/ ,, ' I -L -+- ,- I ------- l~4 ~b I il [:D~~ (j~ 1---11._..; C LL L ~iiil\lill~ Tl ~Wl/1/ill'illr ,'6 1-:r~ ]',' i- I Li Li ~ruu ,' I ~ ' -- I Lf - [ -i~,Vl/iim '-1:J' --. ·, ' I= I I I_J, - L u L Hl'iiimt 1'1_~,- ' ~ , ' ' 1 l 1 1 L_o -iu j '~ ' / \/ p IC l :::J C LU LIJ _J L □ ] __JJ Li -1WIIIIV!l~f l~~~ I 1/_n·, IM, 1H =i ~ Rl:M,~lF ,1 ··1. n ,/-,t::: I I i r vl :::J I] 7 Hl:!l,111,ijlr 112;Q ,,,,--1 I / I p 1~ \: l 1~m~liF l I i 7 p --~- l-liWllillll'l I= I C I , II - - - - - i·, ,·: ,;,' ·,,' c'c-e-~-''i; 1_- ,, _,,; ,,, :,:, ,',:,' : _,:;_-~ i: 1,', ',', , , ,,: ' ,'1, ,,, " l,'I /· =-- >-' I i' LEVEL 1 0" LEVEL 2 16' -0" LEVEL 3 32' -0" ROOF 48' -0" LEVEL B1 -14' -0" 14 ' - 0 " 16 ' - 0 " 16 ' - 0 " 16 ' - 0 " 010605060302 MA X . B U I L D I N G H E I G H T F R O M E S T A B L I S H M E N T O F G R A D E 50 ' - 0 " ESTABLISHMENT OF GRADE 41.975' -77/256" LEVEL 1 0" LEVEL 2 16' -0" LEVEL 3 32' -0" ROOF 48' -0" LEVEL B1 -14' -0" 16 ' - 0 " 16 ' - 0 " 16 ' - 0 " 14 ' - 0 " 0203 MA X . B U I L D I N G H E I G H T F R O M E S T A B L I S H M E N T O F G R A D E 50 ' - 0 " ESTABLISHMENT OF GRADE 41.975' -77/256" LEVEL 1 0" LEVEL 2 16' -0" LEVEL 3 32' -0" ROOF 48' -0" LEVEL B1 -14' -0" 16 ' - 0 " 16 ' - 0 " 16 ' - 0 " MA X . B U I L D I N G H E I G H T F R O M E S T A B L I S H M E N T O F G R A D E 50 ' - 0 " 02 01 ESTABLISHMENT OF GRADE 41.975' -77/256" LEVEL 1 0" LEVEL 2 16' -0" LEVEL 3 32' -0" ROOF 48' -0" LEVEL B1 -14' -0" 16 ' - 0 " 16 ' - 0 " 16 ' - 0 " MA X . B U I L D I N G H E I G H T F R O M E S T A B L I S H M E N T O F G R A D E 50 ' - 0 " 0201 ESTABLISHMENT OF GRADE 41.975' -77/256" SNUG HARBOR NEWPORT BEACH, CA 92660 SITE DEVELOPMENT REVIEW MVE + PARTNERS 1900 MAIN STREET, SUITE 800 IRVINE, CA 92614 PHONE: 949.809.3388 BACK BAY BARRELS, LLC 3857 BIRCH STREET, SUITE 521 NEWPORT BEACH, CA 92660 PHONE: 949.300.9632 1/16" = 1'-0" BUILDING ELEVATIONS A2.0 12/23/2024 CLUBHOUSE BUILDING ELEVATION -1 CLUBHOUSE BUILDING ELEVATION -2 1 2 06 HEAVY TIMBER COLUMN & BEAM 05 METAL RAILING 04 GLASS ROLL-UP DOOR 03 GLASS STOREFRONT 02 WOOD PANEL 01 CONCRETE 43 CLUBHOUSE BUILDING ELEVATION -3 CLUBHOUSE BUILDING ELEVATION -4 f 1 v ·1 ' I ---- ---- . ~ AT H L E T E A C C O M M O D A T I O N S L E V E L 1 6' - 0" AT H L E T E A C C O M M O D A T I O N S L E V E L 2 22 ' - 0" AT H L E T E A C C O M M O D A T I O N S R O O F 38 ' - 0" 16' - 0"16' - 0" MAX. BUILDING HEIGHT FROM ESTABLISHMENT OF GRADE 40' - 0" 02 05 ES T A B L I S H M E N T O F G R A D E 4 1 . 9 7 5 ' -77 / 2 5 6 " AT H L E T E A C C O M M O D A T I O N S L E V E L 1 6' - 0" AT H L E T E A C C O M M O D A T I O N S L E V E L 2 22 ' - 0" AT H L E T E A C C O M M O D A T I O N S R O O F 38 ' - 0" 16' - 0"16' - 0" MAX. BUILDING HEIGHT FROM ESTABLISHMENT OF GRADE 40' - 0" 03 05 06 ES T A B L I S H M E N T O F G R A D E 4 1 . 9 7 5 ' -77 / 2 5 6 " AT H L E T E A C C O M M O D A T I O N S L E V E L 1 6' - 0" AT H L E T E A C C O M M O D A T I O N S L E V E L 2 22 ' - 0" AT H L E T E A C C O M M O D A T I O N S R O O F 38 ' - 0" 16' - 0"16' - 0" MAX. BUILDING HEIGHT FROM ESTABLISHMENT OF GRADE 40' - 0" 01 02 ES T A B L I S H M E N T O F G R A D E 4 1 . 9 7 5 ' -77 / 2 5 6 " AT H L E T E A C C O M M O D A T I O N S L E V E L 1 6' - 0" AT H L E T E A C C O M M O D A T I O N S L E V E L 2 22 ' - 0" AT H L E T E A C C O M M O D A T I O N S R O O F 38 ' - 0" 16' - 0"16' - 0" MAX. BUILDING HEIGHT FROM ESTABLISHMENT OF GRADE 40' - 0" 01 06 ES T A B L I S H M E N T O F G R A D E 4 1 . 9 7 5 ' -77 / 2 5 6 " SN U G H A R B O R NE W P O R T B E A C H , C A 9 2 6 6 0 SI T E D E V E L O P M E N T R E V I E W MV E + P A R T N E R S 19 0 0 M A I N S T R E E T , S U I T E 8 0 0 IR V I N E , C A 9 2 6 1 4 PH O N E : 9 4 9 . 8 0 9 . 3 3 8 8 BA C K B A Y B A R R E L S , L L C 38 5 7 B I R C H S T R E E T , S U I T E 5 2 1 NE W P O R T B E A C H , C A 9 2 6 6 0 PH O N E : 9 4 9 . 3 0 0 . 9 6 3 2 1/ 1 6 " = 1 ' - 0 " BU I L D I N G E L E V A T I O N S A2 . 1 12 / 2 3 / 2 0 2 4 AT H L E T E A C C O M M O D A T I O N S B U I L D I N G E L E V A T I O N - 1 AT H L E T E A C C O M M O D A T I O N S B U I L D I N G E L E V A T I O N - 2 1 2 06 H E A V Y T I M B E R C O L U M N & B E A M 05 M E T A L R A I L I N G 04 G L A S S R O L L - U P D O O R 03 G L A S S S T O R E F R O N T 02 W O O D P A N E L 01 C O N C R E T E 3 4 AT H L E T E A C C O M M O D A T I O N S B U I L D I N G E L E V A T I O N - 3 AT H L E T E A C C O M M O D A T I O N S B U I L D I N G E L E V A T I O N - 4 j \ -----1 c--~ ·,---:..--------, -------..._/ i i i i I I f f I I f ~ ~ / / i i I f ,' I i i f 1/1 1/1 1/1 T f ,'----------------------/- J " 1--+--t·. • • _:__j._:_ LE V E L 1 0" LE V E L 2 16 ' - 0" LE V E L 3 32 ' - 0" RO O F 48 ' - 0" LE V E L B 1 -14 ' - 0" 16' - 0"16' - 0"16' - 0"14' - 0" MAX. BUILDING HEIGHT FROM ESTABLISHMENT OF GRADE 50' - 0" 4' - 0" ST O R A G E 1 , G O L F C A R T S T O R A G E SU R F A C A D E M Y W A S H R O O M FI T N E S S ME M B E R L O C K E R / SP A RE C O R D I N G S T U D I O TU R F T R A I N I N G 3' - 0" ES T A B L I S H M E N T O F G R A D E 4 1 . 9 7 5 ' -77 / 2 5 6 " LE V E L 1 0" LE V E L 2 16 ' - 0" LE V E L 3 32 ' - 0" RO O F 48 ' - 0" LE V E L B 1 -14 ' - 0" RE S T A U R A N T / B A R ST O R A G E 3 , S U R F B O A R D S T O R A G E PR E P R O O M TH E P O I N T L O U N G E VI P RE S T A U R A N T / B A R S E A T I N G 16' - 0"16' - 0"16' - 0"14' - 0" MAX. BUILDING HEIGHT FROM ESTABLISHMENT OF GRADE 50' - 0" 5' - 0" ES T A B L I S H M E N T O F G R A D E 4 1 . 9 7 5 ' -77 / 2 5 6 " AT H L E T E A C C O M M O D A T I O N S L E V E L 1 6' - 0" AT H L E T E A C C O M M O D A T I O N S L E V E L 2 22 ' - 0" AT H L E T E A C C O M M O D A T I O N S R O O F 38 ' - 0" 10 U N I T S 10 U N I T S 16' - 0"16' - 0" MAX. BUILDING HEIGHT FROM ESTABLISHMENT OF GRADE 40' - 0" ES T A B L I S H M E N T O F G R A D E 4 1 . 9 7 5 ' -77 / 2 5 6 " SN U G H A R B O R NE W P O R T B E A C H , C A 9 2 6 6 0 SI T E D E V E L O P M E N T R E V I E W MV E + P A R T N E R S 19 0 0 M A I N S T R E E T , S U I T E 8 0 0 IR V I N E , C A 9 2 6 1 4 PH O N E : 9 4 9 . 8 0 9 . 3 3 8 8 BA C K B A Y B A R R E L S , L L C 38 5 7 B I R C H S T R E E T , S U I T E 5 2 1 NE W P O R T B E A C H , C A 9 2 6 6 0 PH O N E : 9 4 9 . 3 0 0 . 9 6 3 2 1/ 1 6 " = 1 ' - 0 " BU I L D I N G S E C T I O N S A3 . 0 12 / 2 3 / 2 0 2 4 1 CL U B H O U S E B U I L D I N G S E C T I O N - 1 2 CL U B H O U S E B U I L D I N G S E C T I O N - 2 3 AT H L E T E A C C O M M O D A T I O N S - 1 1 2 3 ' ____..,.----\ . _ ___, c--~ ~- i i i i ~ i t t t i i i t t t }' il i t I t I ,( J I i i i i I I I I SNUG HARBOR NEWPORT BEACH, CA 92660 SITE DEVELOPMENT REVIEW MVE + PARTNERS 1900 MAIN STREET, SUITE 800 IRVINE, CA 92614 PHONE: 949.809.3388 BACK BAY BARRELS, LLC 3857 BIRCH STREET, SUITE 521 NEWPORT BEACH, CA 92660 PHONE: 949.300.9632 BUILDING PERSPECTIVE A4.0 12/23/2024 Appendix 2 Public Sewer Exhibits Snug Harbor CMSD Sewer System (no scale) N Project Site M E S A D R I V E FAIR DRIVE FA I R V I E W R O A D O. C. FAIRGROUNDS ~ I I ) i _ _ _________ _ 11w ____ ------------· -----__ :. ----·---~---_ ; ___ ----· --·· ------------------ - - - - ;;o c.. , , , , . • ~bl!Q , IR!wc>~ am t MH105877: 12" sewer located southeast of intersection MH 120016: 21" sewer located southwest of Intersection. MH 119942: located upstream of pump station. Locate flow meter in MH outlet. Project Site - Proposed Surf Camp/Wave Pool. Existing Irvine/Tustin Pump Station Snug Harbor CMSD Sewer System MH MONITORING LOCATIONS Project Site N (no scale) t MH 104411: Install Flow device on 24" gravity sewer. Location is Fair Drive, east of Fairview, across from Neth Park Snug Harbor CMSD Sewer System MH MONITORING LOCATIONS O. C. FAIRGROUNDS N (no scale) t Appendix 3.1 Sewer Pipeline As-Built Plans COSTA MESA SANITARY DISTRICT' NO. 1 2. CONSTRUCTION NOTES i'TEM UNIT QUANTITY CONSTRUCT 12•· V.C.P. SEWER L.F. 240 ---------------------+~--t--~~--1 COIJSTRUC T B" V.C.P. SEW"R ___ __l,_,.F----'.-+----"9-"-8-"-6-----j e-_3.-+-----'CONSTRUCT SEWER MANHOLE PER CMSO STD. S-100. LA. 4. POTHOLE SEWER LATERAL RETWEEN OLD RIW & NEW RIW. ' FA. -3 -- 56 37 A. IF EXIST. LATERAL ELEVATION CONFLICTS WITH NEW STREET ELEV.,1 EA. LOWER LATE,C/AL AS DIRECTED BY CMSO INSPECTOR. 8. REPLACE ALL 4•· LATERAL BETWEEN OLD RIW AND NEW RIW i cA SG WITH 6" VCP. =t lv!ANJIU!.E REJ!A5'/LITATIO#, REPAIR A/111' Ct24T7h'G___ ~A 1 -.. ~_:-~_-_-_-_c4-=----I ADJUST EXIST. SEWER MANHOLE TO GRADE c• I CUT AND PLUG EX/ST. SEWE_·R_L_!N_E_-_______________ ,_L_.s_.-+-__ L_.s_.__, 5. 6 7. REMOVE MANHOLE AND BACKFILL PER OGEMA REQUIREMENTS __j__E_ :-·-+-___ 4_ , ABANDON EXIST. 8" VCP SEWER i ... ,_. -+-__ L_.S,_ RECHANNEL MANHOLE BOTTOM. EA. 5 --------------------1---- 8. 9. 10. 1 -·--1-----11. CONNECT EXIST. 6°0 SEWER LA TFRAI TD NEW SEWER. -~==~-------CA. 12. RECONSTRUCT EXIST. MANHOLE. 1rJS CALL .'JEW PRECAST S"CTiONS. EA. 7 --,----- 13. - ' ~-~-c_o_A_T_R_A_1s_E_D_P_o_R_T_1o_N_o_F_M_A_/\_'H~L-E-PE_.R_S_P_E_c_s_. ___ -------------~~--_ -_ ct --~ GENERAL NOTES 1, THE SEWER S'rSTEM SHALL CONFORM TO THE STMiDARDS OF Ti-IE COSTA MESA SANITARY DISTRICT 2. CONTRAC~OR SHALL REQUEST INSPECTION FROM THE c>FF!CE OF 7Hl DISTRICT :cNGINEE'-< 48 /-/OURS PRIOR TO COMMENCEMENT OF WORK. (714) 631-!731. 3. Alt( WORK PERFORMED WITHOUT INSPEC::TION FRO.IV -HE DISTfllCT i SHALL BE CONSIDERED UNACCEPTABLE. 4. CONTRACTOR SHALL OBTAIN C.M.S.O. SE,VEH PERMiT PR/UR TO COMMENCEMENT c1F WORK FFlOM THE OE'PT. OF STREEJS ANO SAN/TA TICN. C:!TY OF COSTA MESA, 7: >'AIR ORl'✓E. /714) 154-5323. 5. CONTRACTOR SHALL OBTA!r, ALL rJECESSARY PEiiMITS THAT MAY Be, REQUIRED FR'JM THE LOCAL GOV~RNING AGENCY. 6. CONTRACTOR TO HAVE A COPY OF APPROVED SE't:cR PLAN AN:> C.M.S.D. STANOAR;.J PLANS ANO SPECIFICATIONS Qr, )08 Si TE AT AU. TIMES 7 CLAY PIPE JOINTS SHALL BE 'YPE ·'G'· IVECHAN 1C4L COMPRESSI.JN ,!DINTS FOR MAIN UNE' SEWER. TYPE "D·' JOINTS. BAND-SEAL OR APPRO'.'ED EQUAL, ARE APPROVED FOR LATERALS AND REPAIR WORK ONLY 8. 6 •• LATERALS SHALL BE CONSTRUCTE:J FROM THE SEWER MAIN TO EVERY LOT 9. ALL LATERALS SHA!.L BE CONSTRUCTED PRIOR TO SURFACING OF STREETS. 10. STAMP 0 S" CN CURB AT SEWER LATERAL LOCATIONS. 11, SEWER MAIN SHALL BE AiR OR WATER TESTED MEETING DISTRICT f[1,1 GJNEER'S APPROVAL. 12. PRIO.C/ TO ASPHALT CONCRETE PAVING, MANHOLE FRAMES ANO COVERS SHA_L RE LE"T 6" BELOW FINISH GRADE. AFTER STC/EET SURFACING IS COMPLETED, FRAMES ANO COVERS SHALL Btc RAISED TO GRADE PER S TO. 0 WG. NO:). S-105. 13. SEWER MANHOLE FRAME ANO COVER SHALL BE ALHAMBRA FOUNDRY A- 1270, OR APPROVED EQUAL. COVER TO BE STAMPED 'SEWER'. 14. 15. 16. SEWER MAIN SHALL BE BALLED AFTER ALL MANHOLE FRAMES ANO COVERS /-/AVE BEEN RA/SEO TO GRADE PVC PIPE MA 'r BE USED ONLY WITH PRIOR APPROVAL Fl'lOM THE DISTRICT ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING WARNING DEVICES. FLASHING ARROW BOARDS, LIGHTS ANO FLAGMEN IN ACCORDANCE WIT/-/ "WORK AREA TRAFFIC CONTROL HANDBOOK" PUBLISHED BY BUILDING NEWS, iNC, LATEST EDITION. PROJECT NO. 1112100-128 PLANS FOR RECONSTRUCTING MESA/BIRCH SEWER LINES IN THE UNINCORPORATED TERRITORY OF ORANGE COUNTY. '-------------~-----------------------------------------------··- . MACARTHUR I BLVD. " SWAt,, D ----~ """'" ,L ' ,,. -?)' (:' >0' ' I ' I ~ -AREA OF CONSTRUCTION ------------- LOCATION MAP NOTICE TO CONTRACTORS ALL CONTRACTORS ArJO SUBCONTRACTORS PERFORMING WORK SHOWN ON OR /-It LATED TO TI-/FSE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL PERSONS ARE PROV/OED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS ANO SUBCONTRACTORS SHALL COMPLY WITH Tl-IE STA TE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS, DIVISION OF 1NDUSTRIAL SAFETY AND /-/EAL TH, "CONSTRUCTION SAFETY ORDERS., THE DISTRICT ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR·s AND SUBCONTRACTOR'S COMPLIANCE WITH TH/=SE ORDERS. corJTRACTOR FURTHER AGREES THAT ,YE SHALL ASSUME SOLE ANO COMPLETE RESPONSIBILITY FOR JOB SiTE CONOITIONS DURING Tl-IE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSL 'r AND NOT BE LIMITED TO NORMAL WORKING HOURS: ANO THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY, AN:J HOLD THE COSTA MESA SANITARY DISTRICT A.ND Ti-IE DISTRICT ENG/NEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED. IN CONNECTION WITH THE PERFORMANCF OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARIS/NG FROM THE SOLE NEGLIGENCE OF THE COSTA MESA SANITAR'r DISTRICT, OR THE DISTRICT ENGINEER. P-IE EXISTENCE, APPROXIMATE LOCATION AND EXTENT OF ANY UNDERGROUND U"!"!L/T/ES OR STRUCTURES SHOWN HEREON HAVE BEEN OBTAINED B'r A SE,ARCH OF THE AVAILABLE RECORDS. Ti-iE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN .ANO ANY OTHER LINES NOT OF RECORD OR NOT SHOWN. IF Tl-IE CONTRACTOR, WHILE PERFORMING THE CONTRACT, DISCOVERS UTILITY FACIL/TrcS NOT $HONN HEREON, I-IE SHALL IMMEDIATELY NOTIFY THE DISTRICT ENGINEER /N WRITING. DR, 7 (16512) COSTA MESA SANITARY DISTRICT PROJECT NO. 1112100-128 MESA/BIRCH SEWER ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY MESA I BIRCH REALIGNMENT 1-----------------"T----------------,--------------------.... --------------------------------~,--------------------.--------------•----S-h_e_e_r_~ Of 91 REVISIONS - COSTA MESA SANITARY DISTRICT TITLE SHEET ?II UTILITIES: Undeground Service Alert CALL: TOLL FREE 1-800-422-4133 TWO WORKING DAYS BEFORE YOU DIG NO. DATE DESCRIPTION ENGINEER: R.C.E. 31720 ' S6 S1 s , w ' (J) ;...i .- N <O "' ei ON z CONSfRUCTION NOTES CONSTRUCT 12" VCP SEWER CONSTRUCT 8" 1/CP SEWER CONSTRUCT SEWER MANHOLE PER CMSD STD. S-100. 240 LF. 986 L.F. 3 EA. POTHOLE SEWER LATERAL BETWEEN OLD R/W 56 EA. ANO NEW R/W TO D ETER MINE SIZE ANO ELEVATION. A IF EXISTING LATERAL ELEVA TfON CONFLICTS WITH 37 EA. NEW STREET ELEVATION. LOWER LATERAL AS DIREC TEO BY CMSD INSPECTOR. B. REPLACE ALL 4" LATERAL BETWEE N OLD R/W S6'E.4. AND NEW R/W W!TH 6" '/GP. MANHOLE REHAB/LIT A T!OM, REPAIR, AND GOA TING. ADJUST EXIST. SEWER MAI/HOLE TO GRADE {ADJUSTMENTS TO BE MADE IN 24" ID SECT/ON) CUT & PLUG EX/ST. SEWER LirJ E' ABANDON EXIST. SEWER MN'iHOLE /,), REMO\ E MANHOLE ANO BACKFILL PER OGEMA REQU/REMr ;1rs. ABANDON EXIST. 8" VCP SEWER RECHANNEL MANHOLE BOTTO M. CONNE C T.EXIST .• 6 ::..SE WEB...cLA J"ER.AL r o UE_W SEWEB RECONSTRUCT EXIST. MANHOLE B , KNOCKING OUT ALL BRICK TO BASE ELEVA :ION. INSTALL NEW PRECAST SECTIONS FROM BASE TO NEW STREF:T ELEVATION PER CMSD STD . S -100. GOAT RAISED PORTION OF MANHOLE PER SPECS. (x) FRAME & COVER TO BE DELIVERED CITY CORPORA T/ON YARD 2300 PLACENTIA AVE. COSTA MESA 220.541 1 -S7 TO.- , 3629 .00 s,0.042 4 EA. 7 EA. L.S. 4 EA. L .S. 5 EA. 1 FA. 1 EA. __J s c., ~ a: i w 5 w U) ~l -cc "' I I- Bl w 14,86 66 l • / -• , , , 1 • 1 §- ,. ,,, ... ,,, --5 2. 9 4 t-i~I M'-'-'---1---,1' {55,971 R IM (46,531 INV . ,, '' . ' . ' ' . ' ;.,. ' . . ORCHARD ---- SCALE 1",100' MATCH LINE-SEE BELOW RICiHT I DRIVE 116,20I-EX.SMH 52 .89 RIM (55.21 RI M (47 Bl INV., - ----.. ~l'--------~11=3~•2=0~)-~E~X=.S=M~H--Q 52.29 RIM \:::Y [52.29) RIM (!5,92 (9 ,94) (7 ,10) [6,091 r \ (lJ•64 ) [46.61 INV., 7 ~ I -t-J-_; L 16,111 Cl» I I I / _1 (9,8 8 ) (9,75)-EX.SMH '11'--~-----~~~~--fS6 I ij (6, 77) 53.06 R IM (55 .2 1 RIM 145.11 INV., :I: c., IC -• /'1 I I ' ,, __ LL._ ______ c,.I 6_,_4_8_I -~E_X_.S_M_rl___,Q 50.28 R IM ~ (52.1) RIM '.6+06] (43 .91 INV.± I I __ __L j_ ___ j_ ___ _ DR.• 7 Sheet OVERALL SEWER SITE PLAN SEE SHEETS S3 AND S4 FOR PLAN AND PROFILE (0,09I-EX .SM H (51.2IRIM (46.61 INV.± BRISTOL f.__STREET (f.55) (5,87 ) (6,2 , (8+69) 1+8n-- I I 7 -4 L i T -1 + J_ ----"'-(3, 2 4) 1J--.--jf------'-----'-------"'~~"'-'------{S (3,37I-EX.SMH 49.75 RIM -l I -1-- -1 i T I I I -, -I (52.2IRIM [39.3i INV t 1 [6,66I-EX .S MH 1•-+------\-----"'-,~--=,-=-.c..'---\S6 52.20 RIM l52,20)RIM 7--_ ~,191 (44.00I INV.± +J I I ~ -L --------r°B, 16) --L I I /8+ 79) c., IC -.. -1--_, ___ -:,_-=:_-_-___ r~9,._14_J __ ~~~-~----1 ss ! I9+93)-EX.SMH T -I 54,08 R IM IT -~•44/ _I i I- I -I --=L11•13) (53.20IRIM [45.31 INV.± MATCH LINE-SEE ABOVE LEFT (16512) ~ Ot 91 _____ J,_ ORCHARD DRIVE COSTA MESA SANITARY DISTRICT PROJECT NO. 1112100-128 M AR DATE ..D MESA/BIRCH SEWER DESCR IP TION ORANGE COUNTY NVIRONMENTAL MANAGEMENT AGENC MESA / BIRCH REALIGNMENT OVERALL SEWER SITE PLAN '{;? • I ~ ,,,._ ~ 1 "' MH105877: 12" sewer located southeast of intersection PROJECT SITE -' . ...., ' , - 0 . 0 ,... :::,, 0 I-.. --:> { VL rKU t"ILt. (I) "! ! -~ co , ~ ~ (\J ~ / ,r, ~ c,; tl.. 'i IDENTICAL -( ... I/ 0 r--- 0 r-- + <O <O "' -\ 0 / + a, .,/ lf) co (X) t0 1-. . , +ro '-, 11.26 ~-+--------l------------l----ll.u..l_....;::-,._~.'fN~~~~=------1---------+------++-+----------l----------l--------+-l----.+----------I---------_J______j I I ,01 u, ovv ' ' AC ' I CONSTRUCTION NOTES CONSTRUCT 12" VC P SEWER CONSTRUCT 8 " VCP SEWER CONSTRUCT SEWER MANHOLE PER CMSD STD. S -10 0. GOAT INS/O E MANHOLE PER SPECS ADJUST EXIST. SEWER MANHOLE TO GRADE /ADJUSTMENTS TO BE MADE IN 24" ID SECTION) I S7 1 CUT & PLUG EX IST. SEWER LINE ~ ABANDON EXIST . 8 " VCP SEWER B RECHANNEL MANHOLE BOTTO M. ~ {corvN'EC'i D:IST 6 : SEWER L A T ERAL ro;NEW.SEWE@ B GOAT RATSEO PORTION OF MANHOLE PER SPECS. UTIL ITI ES STATION --t---~--------,1,--+7 0:::-0:::---------::2,--~t-:o::--:o:c------------=3=--+-+o=-o=--------4-;--+-t:--=-o---------=5:-++o=--o=---~~~~~~~~~~~__,:·-6C..'.+~o~o:'.___ _____ ___.:.7_+~lO~ ______ .:::.8C..'.-'~O~O:'.___ _____ ~9:'...._-~o~o~ ______ --1_---1-.=._ST~AT;.::IO:,.:.:N:_j ~ []] SOUTHERN CALIFORN IA EDISON CO. PAC IFIC BELL. CU. EXC. , EXC. CU . YDS. FI LL FILL YDS. NEWPORT BEACH PROF ILE HORIZ. VERT. 1" =40' 1"=4' T ,. .. - '. 4i : ~ /~It'/ ,____4_:_2=-·-'~:...,.: _ _'.4~2!.:,_~i/)1 > kE_J : R::1~: o 9 E:.~::::~N L;~::H rA::::T 1 • r l()J DR . 1 (16 s 12) ST -- I I I @] [gJ [D SO UTHERN CALIFORNIA GAS CO. CITY OF NEWPORT BEACH . SANTA ANA HEIGHTS WATER CO . (£] COMMUN ITY CABLE . @J METROPOLITAN WATER DISTRICT [BJ COSTA MESA SANITARY DISTRICT - 1 ? 0 1 2 3 INCHES ON ORIGINAL DRAWING 1 COSTA MESA SANITARY DISTRICT PROJECT NO. 1112100-128 MESA/BIRCH SEWER ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY MESA I BIRCH REALIGNMENT MESA PLAN DRIVE SEWER AND PROFILE ,~ @ 35.00 86"02'04" 52.56 32.66 Sheet g Of 91 @ ,< MARK DATE DESCRIPTION PREPARED UNDER ~SHEET 3595.00 15"1!'39" 953.36 479.49 1------'---'--...::..:.-'------1 SUPERVISION OF, _,. Cg) 3629.00 15'11'39" 962.38 484.03 REVISIONS llCE DATE .,~ A ~ OESrGNED : SCALE DA TE DRA WtNG NO , -" _: '\I ® 366j,00 15'11'39" 971.39 488.56 i-==~,:,::-:.-.---~lc-H-EC_K_E_n,--1,s SHOW~ ~4 ~ .___ _______ _____,iiiiiiiiiiiiiiiiiiiiiiiiiiiiii~iiiiiiiiiiiiiiiiiiiiiiiiiiiii~------------------------:~, )!' I ' "~-I-I__"' ~c;(q/ J -... 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RADIUS DEFLECTION 35.00 90'00'00" 3595.00 15°11'39" 3629-00 15'11'39" 3663.0C 15°11'39" LENGTH 54_98 953-36 962.38 971.39 I TANGENT, 35.00 479.49 484.03 488.56 13-1-00 ----r --------- HORIZ:1"a40' VERT.: 1"•4' 12+48.02SEW-EXIST. SMH {0+00}/(4+31/-EX. SMH (55. 74/RIM/(45. 77/INV. r., SEE S~ EET 15 , ACACIA STREET. /2•00/-EXIST. SMH ~~--"'----"-"-scc2:C-_9"'"4~R"'IM;--';'-"=--~jlt,2 /55.91 /RIM/( 46.53/INV. I/[ ;'-ftf<, f II }; II / ·II -~ .--,w I -; ~! ~ >' .~ ' \\ • ·i· u /; =· ;0029•. \\\\\ r51 ~ / •-::-a~•L---...._ ·, NEWPORT BEACH GOLF COURSE I I • V-\_1\1"" _e--+ I \ S 3 12+08.31SEW-SMH N0.3 ' \ ,· \ w N 1 , I S8-_lr:il 53.51 RIM \ I_-I '"' -~-~ 50 ECR _ ii_ 88 I I ~45.57 /NV.---, ' ,, (,i:'J '1 \\~® --"~f,;ic 'N1'L'( _ BCk j -j -, 6, lj-J;;r;, -~ \':, ~ ~ -~s+45_90 -~ 1, 8+91.83SEW ---,-x_woori FfNn: \"' -. 1 + -l,, __ "-i,--0 • • 'x_ ~-(;J;; .--c_ '-" r1+03l~EX. SMH / '~ ,,, ,, -~--~:;~ 1) J" ~ l..') -~,,.. -~e-1. •• Jrl-----i,11 ::i, I 50.07 RIM -..., I I /50_92) RIM S3 l , (44.30) !NV. ~o;,, :Z.----~-----r-R/W .-r----J ' ,o I -' -. J,'-=--------,~-' ~ ' -~ t-------1 82 -=" ----__ -: p I -__ -se, ---.,--. ~-1 -'5 " ' f:J~~ !', i,... Y 2:1-SL~-=-= -y --;-t.::.--~--'k: -" lR~-] VT L_;; _,,:, 11.c----:-c· _ ~-""~L ___ --. ---·--> 1~ _-;· -' --_, , f,,.Jf,' ~1-l· I.I.I• ' ------~➔-5.---: ----'I~---_,_ --~ --;-= ---5o ---1 ---:-~ CJ------>co ;< -:-SD• ••-~. , ,fJ" 1Drq, ~ i -~ ----· -,v -,; • --rRI -:, ~"::' -~sj----~x.,.;------::-_c_ ::_:: =~ :;c:r ro-1-1!0 : •---------_,J,· ------, _ - ,_l)'I,· ~~q,~ ._: __ -_ -"c----45--_(lj ---re_.--. ~" -----CJ C -L ______ 1t,_-\ i _--•---_ :1~00;;,. -·. --:--_/! ----<. ----~-:z-:---:-__;_;:.i: • ' ~-f;.,.s,,,_ ''Q -.. • • .. I • ~ -' I / ----'?. I ---~ ---T ,_ ---_; ~ _,cJ-3-t,;,.o/'•: • ---RI ve-• ---_--45 --~~ -;--)( ---it::c _::5.-C-" -----i "So" • ;\' d'.-.o - DR. 7 (16512) Sheet 8 Uf 91 71<> ~ . . . .l:J, "~-... . .. '°CooT;.J } ., ""~ ·; ,~ > "'°'t,itE~A . '" D -~ .: c_, " ,C :~0:sr' c----" • ., • < '\"o. . ------·ii-. :~r,_---~~-45 ,-_ --j;,;..;J .. . .( L < -,;;,;;. " ''., * ' ' . ;~C' .::-..~· ·1:: -~~ ·.c. :, _..o::: o/· " --• .• ·~. ··. ··-¾ -. • • •• ',.,,,~ ~~~:;_,f~~:~~f?~i~o' rn,~~£~.:±B~-Y: -*~-~•:~~~-~-, ~ -~ ~~~ .\¥~ 7~ £~~ ~-~ ~-__ -35~:~~:~:-~----~:~-• __ -------~--•~~-----:-_,:·. ~c;;~Tgo MESA DR--~ ·-~~~-~----~;, -<c._._-• J '\. - _ _:_~==i=~-_--~- -- NEWPORT BEACH GOLF COURSE c, ~ -------------------S'EWER TR -...__IN_S_P_E_C_T-'-O'-R'-, _____________ ...J _ -------_ EXIST S7 I I ~..-..__J V i J 34 - CONSTRUCTION NOTES CONSTRUCT 8" VCP SEWER CONSTRUCT SEWER MANHOLE PER CMSD, STD. S-100. GOAT INSIDE MANHOLE PER SPECS. ADJUST EXIST. SEWER MANHOLE TO GRADE :ADJUSTMENTS TO BE MADE IN 24" ID SECTION} CUT & PLUG EXIST. SEWER LINE ABANDON EXIST. SEWER MANHOLE/xi. REMOVE MANHOLE AND BACKFILL PER OGEMA REQUIREMENTS. ABANDON EXIST. 8" VCP SEWER RECHANNEL MANHOLE BOTTOM. RECONSTRUCT EXIST_ MANHOLE BY KNOCKING OUT A~L BRICK TO BASE ELEVATJQN_ INSTALL NEW PRECAST SECTIONS FROM BASE TO NEW STREET ELEVA T/ON PER GMSO STD. S-100_ FRAME & COVER TO BE DELIVERED TO CITY CORPORATION YARD 2300 PLACENTIA AVE.. COSTA MESA. UTILITIES SOUTHERN CALIFORNIA EDISON co_ PACIFIC BELL- SOUTHERN CALIFORNIA GAS CO. ,:c---~ CIT,' OF NEWPORT BEACH. ITJ UJ @J SANTA ANA HEIGHTS WATER CO. COMMUNIT1' CABLE. METROPOLITAN WATER DISTRICT [_8J COSTA MESA SANITARY DISTRICT 1 ? 0 1 2 3 INCHES ON ORIGINAL DRAWING COSTA MESA SANITARY DISTRICT PROJECT HO. 1112100-128 MESA/BIRCH SEWER ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCl MESA I BIRCH REALIGNMENT MESA PLAN DRIVE SEWER AND PROFILE ?<o ·,,/v+~\'<'~-->.-____________ ,,.,,.. --%11f,IN --~1,, ---------------------~ !:£f ~w~_.ro REMAIN ~"J ,'.b ,\ ----EXIST 8" VCP SEWER TO REMAIN ----.J,__ MARK DATE DESCRIPTION PREPARED UNDER ,~ 'I," ':,' EX. SMH • ---SUPERVISION OF , (I \ ,~'I-,--, /10+43///0•00) ~~ (17+95)/(0,00}-EX, SMH REVISIONS -'-cR-CccE ______ D_A_T_E • • '"'10 (25.28/ RIM PLAN 12 10 85 ...!.!.!=:'.c,'..,!3.!:'._25~R:CIM=-='..!:~----.-~ • I"' -•· ' DESIGNED , SCALE DA TE ORA WING NO. - 1-------------------------------------------~(1~8~.5~7~) ~/N;V~-----------------.1.-~1~ .. ,~4~0~, -J.---------------------------------------------~/3~7~.1:8~/l;~:IM:/:(~2:1.5:S:):IN~V~. _________ Ji~;.;c..;;;..;;.;_;_ __ ~-----1.8 SHOW" Ill-~~ .. !"' o••· • ~ ""'N I CHECKE ' '" 'N " () )t..~ ~ 7J 7iS: 1 'Et--s1rs-i-> :,,;; -~--· :l_ ,J-,r>.,'(lt_;_~'~,~ :,,; . ...L..!., V·:--~;o•, 'A .• 1 - ' \.r;,,-;J ORKS DEPARTMENT ' I ~&~~ ~[E[p)[L&~[E~[E~1f [p)~(Q)J][E~,r • SEPTEMBER 2004 FO ~ ., .. llf~iflltffflfflm IRVINE RANCH WATER DISTRICT RECORD DRAWING TIIIS IS A RECORD DRAWING OF THE FACILfITES IDENTIFlED IN THE lTILE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON Tl 11,: I lASIS Ol' JNFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER AND OWNTIRS(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HA VE BEEN INCORPORATED INTO TIIIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SIIDWN IIEREIN AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE l.OCA TIDN OF ANY FACILITY IS REQUIRED, TilE FACILlTY SHOULD BE FIELD LOCA TF.D IN THE PRESENCE OF AN EMPLOYEE OF TIIE CITY/ DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. C-3411 H:\N03\ 110\plons\dwg\RECORD DRAWINGS\CVRALL.dwg 01/17 /06 8:54am PLOT AT 1-1 D-537 / I \ • \ SE IRVINE A VENUE ER MAIN REPLACEMENT APPROVED : PREPARED BY : SEPTEMBER 2004 PROJECT NO. 168 PHASE I ROBIN B. HAMERS MANAGER/DISTRICT ENGINEER R.C.E. 31720 R.C.E. 44497 Dflltlll. ...... RING Consulting Engineers 23231 South Pointe Drive, Suite 103 Laguna Hills, CA 92653 (949) 768-2600 DATE: DATE: RECORD DRAWING THIS IS A RECORD DRAWING OF THE F ACIL!TIES IDENTIFIED IN THE 1111.F. RI.OCKONLY ANDHASBEENPREPAREDINPARI ON TilE BASIS OF INFORMATION COMPILED AND FURNISIIBD BY OTIIBRS. THE ENGINEER AND OWNERS(S) WILL NOT RE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WlllCll HAVEBEENINCORPORATEDINTO THIS DRAWING. ACTITAT. CONDillONS WILL VARY SOMEWHAT FROM TilE CONDITIONS SHOWN HF.RF.TN AND AT SOME LOCATIONS '!HE VARIANCE MAY BE LARGE. IF THI• PRECISE LOCATION OF ANYFACILITYIS REQUIRED, THE FACILITY SHOULDREFIFI.D LOCA1EDINTIJE PRESENCE OF AN EMPLOYEE OF THE CITY I DISTRICT OR THE OWNER(S) OF TilE UTILITIES INVOLVED. P-168-1 C-1 SHEET 12 OF 34 Hc\N03\ 11 O\plons\dwg\RECORD DRAWING5\CVRCM1.dwg 01/17 /06 9:16am PLOT AT 1~1 0-537 / r--,,., "' ' 0 I-< l-o ...J a. STANDARD SYMBOLS ---i--- ------'J ------ ------w------ -----R'J----- ------RW------ ------s ------ ------FM------ @------ §]----- s---- CENTERLINE PROPOSED WATER LINE -SIZE AS INDICATED EXISTING WATER LINE -SIZE AS INDICATED PROPOSED RECYCLED WATER LINE -SIZE AS INDICATED EXISTING RECYCLED WATER LINE -SIZE AS INDICATED PROPOSED SEWER LINE -SIZE AS INDICATED EXISTING SEWER LINE -SIZE AS INDICATED EXISTING UNDERGROUND T.V. CABLE EXISTING GAS LINE -SIZE AS INDl(:A TED EXISTING HIGH PRESSURE GAS LIN~ -SIZE AS INDICATED EXISTING STORM DRAIN -SIZE AS INDICATED EXISTING TELEPHONE CONDUIT EXISTING FIBER OPTIC CABLE EXISTING POWER CABLE EXISTING SEWER FORCE MAIN -Sl2je: AS INDICATED EXISTING RIGHT-OF-WAY LINE EXISTING CONCRETE CURB EXISTING EDGE OF PAVEMENT (E.P.) PROPOSED WATER VALVE EXISTING WATER VALVE PROPOSED FIRE HYDRANT (F.H.) EXISTING FIRE HYDRANT (F.H.) PROPOSED WATER SERVICE RECON~ECTION ' EXISTING WATER METER (W.M.) -Sl~GLE EXISTING WATER METER (W.M.) -D'UBLE PROPOSED AIR RELEASE AND vAculuM RELIEF VALVE EXISTING AIR RELEASE AND VACUUM RELIEF VALVE PROPOSED BLOWOFF ASSEMBLY EXISTING BLOWOFF ASSEMBLY PROPOSED CATHODIC TEST STATIOIII EXISTING CATHODIC TEST STATION EXISTING CATCH BASIN (C.B.) EXISTING MANHOLE (M.H.) EXISTING ELECTRICAL OR TELEPHONE VAULT EXISTING FENCE EXISTING POWER POLE UTILITY POTHOLE LOCATION EXISTING TREE EXISTING SHRUBS EXISTING PIPE ENCASEMENT -TYPE AS INDICATED ORANGE COUNTY ASSESSORS PARCEL NUMBER OR ALIGNMENT BEARING ffi--------DENOTES DETAIL NUMBER \.1Y DENOTES SHEET NUMBER PROJECT VICINITY LA ABAND AB AC ACP ANSI AV AWG AWWA BC BCR BEG BF BFV BLK BM BO CB CCP CF CIP CL CML&C CMSD CNB CONC CONT CP CPLG CTR 'i (CL) DIA DI DIP DWG E EC EL ENGR ETC EXIST (EX) FL F (FLG) FG FH FIP FM FS FT FUT FWY GA GAL GALV GB GV HP ABBREVIATIONS ABANDONED AGGREGATE BASE ASPHALT CONCRETE OR ASBESTOS CEMENT ASBESTOS CEMENT PIPE AMERICAN NATIONAL STANDARDS INSTITUTE AIR RELEASE & VACUUM RELIEF VALVE AMERICAN WIRE GAUGE AMERICAN WATER WORKS ASSOCIATION BEGIN CURVE BEGIN CURB RETURN BEGIN BLIND FLANGE BUTTERFLY VALVE BLOCK BENCHMARK MANUAL DRAIN AND BLOWOFF ASSEMBLY CATCH BASIN CONCRETE CYLINDER PIPE CURB FACE CAST IRON PIPE CLASS CEMENT-MORTAR LINED & COATED COSTA MESA SANITARY DISTRICT CITY OF NEWPORT BEACH CONCRETE CONTINUOUS CATHODIC PROTECTION COUPLING CENTER CENTERLINE DIAMETER DUCTILE IRON DUCTILE IRON PIPE DRAWING EAST END CURVE ELEVATION ENGINEERING ETCETERA EXISTING FLOWLINE FLANGE FINISHED GRADE FIRE HYDRANT FEMALE IRON PIPE THREAD FORCE MAIN FINISHED SURFACE FEET FUTURE FREEWAY GAUGE GALLON GALVANIZED GRADE BREAK GATE VALVE HIGH POINT MESADRNE _.,»_ ·-·------,~L -- 1 i : ' ' IRVINE AVENUE SHEET INDEX MAP SCALE: 1" = 100' HORIZ ID INV INSUL IP IRWD LF LT MAX MH Ml MIN MJ N NE NW NO NTS oc OD PE PCC I!. (PL) PH PO pp PSI PUE PVC PVMT R (RAD) REBAR REQD RT RW R/W RWV s SCE SCH SD SE SHT SPEC ss STA STL SW THK TC TS TYP UG VERT w WM A HORIZONTAL INSIDE DIAMETER INVERT INSULATED IRON PIPE IRVINE RANCH WATER DISTRICT LINEAR FEET LEFT MAXIMUM MANHOLE MILE MINIMUM MECHANICAL JOINT NORTH NORTHEAST NORTHWEST NUMBER NOT TO SCALE ON CENTER OUTSIDE DIAMETER PLAIN END POINT OF COMPOUND CURVATURE PROPERTY LINE POT HOLE PUSH-ON POWER POLE PRESSURE (POUNDS PER SQUARE INCH) PUBLIC UTITITY EASEMENT POLYVINYL CHLORIDE PAVEMENT RADIUS REINFORCING STEEL REQUIRED RIGHT RECYCLED WATER RIGHT-OF-WAY RESILIENT WEDGE VALVE SOUTH, SLOPE OR SEWER SOUTHERN CALIFORNIA EDISON SCHEDULE STORM DRAIN SAND EQUIVALENT OR SOUTH EAST SHEET, SPECIFICATION STAINLESS STEEL STATION STEEL SOUTHWEST THICK TOP OF CURB TRAFFIC SIGNAL (CONDUIT /CABLE) TYPICAL UNDERGROUND VERTICAL WEST OR DOMESTIC WATER WATER METER ANGLE . . ' SHT. NO. ? 4 C ,) 6 7 12 13 14 15 16 '.24 CP-,3 r -" 30 T-6 31 T-7 SHEET INDEX DESCRIPTION COVER T!1 LE SHEET CNB TIT!_[ SHEET (WITH S!GNA.TURE RLOCl<S) STANDARD SYMBOLS & ABBREVIATIONS, VICINITY MAP, SHEET INDEX MAP, SHEET INDEX (CNB SHE.E TS ONLY) cm,STRUCT!OfJ NOTES, BASIS OF BEARINGS, BENCH MARK, PUBLIC AGENCIES & UTILITIES, SNfl GFNFRAI WATl'R NOTES, NOTICE TO CONTR,~CTOR, JOB SITE SAFETY CNB 24" WA,TER MAIi, PLAN AND Pf.;Ql,-ILE SHEET -STA. 9-<-94,00 TO STA, 20+00.00 CNB 24'" WATER MA,IN PLAN AND PROFILE SHEET -STA. 20+00,00 TO ST/>,, 29+00.00 CNB 24" Wl1TER 1,VIN PLAN AND PROFILE SHEET -STA, 29+00,00 TO STA., 41+56.93 C"lfl ;>,1' W,'.TER M1>IN PiA.N A,ND PROFILE SHEET STA. 41+56.93 TO ST/1. 51+26,18 C!'-l8 2"'1" \//!-\TEP MA!N PLAN AND PROf-iLE SHEET -ST.4. 51-r-26-18 TO STA.. 59+33.53 C:NB 3" WAT[!"? MA,N Pl_AN A'!D f'ROF"IU, SHEET STA, 60+00 00 TO STA. 63+27,92 CNB WSCt.U_A_NEOUS DE1 AILS CMSD TITLE SHEET (WITH SIGNATURE BLOCKS) STANDARD SYMBOLS & ABBREVIATIONS, VICINITY MAP, SHEET INDEX MAP, SHEET INDEX (CMSD SHEETS ONLY) CONSTRUCTION NOTES, BASIS OF BEARINGS, BENCH MARK. CMSD GENERAL SEWER NOTES, PUBLIC AGENCIES It UTILITIES, NOTICE TO CONTRACTOR, JOB SITE SAFETY CMSD GRAVITY SEWER MAIN PLAN AND PROFILE -IRVINE AVENUE -STA. 90+00.00 TO STA. 95+41.37 CMSD GRAVITY SEWER MAIN PLAN AND PROFILE -MESA DRIVE -STA. 0+79.46 TO STA. 1+47.79 CMSD 12" SEWER FORCE MAIN PLAN AND PROFILE -STA. 199+80.00 TO STA. 200+82.6± !RWD T!TcE SHEET (WITH SIGNATURE BLOCKS) STANDARD SYMBOLS & ABBREYIA,TIONS, VICl~IITY MAP, SHEET INDEX MAP, SHEET lr-JDEX (IRV/D SHEETS ONLY) CONSTRUCTION i-JDTES. BASIS 0' BEARINGS, BEI-JCHMP,RK, IRWO GFNERAI NOTES, PUBLIC AGENCIES & UTILITIES, NOTICE TO CONTRAC7 OR, ,108 SITE S.AFETY IRWD 12'' WATER MAIN l'LAN AND PROFILE STA. 70+0000 TO STA 79+00,00 if-~WD 12" WATER MAIN PLA.N .i~ND PEOFILE STA. 79+00.00 TO STA 83+72.5± ::ORF~CS!ON PRO rE,:TiON PLAN ANU GLN[R,\l. NOTES F"OR CNB 24" WATER MAIN CORROSION PRO IT c·1 ION Df. l All.co "Or, CNtl 24" WA. TER MAIN CORROSION PROTECT-Or-J DETAILS f"OR CNB 24" WA1ER MA.IN TRAFFIC CONTROL KEY MAP, NOTES 4ND LEGEND, ""RAFFIO CONTROL FOR CNB 8'' WATE"R MAIN -IRVINE AVENUE FROM UNIVERSITY AVENUE TO MIRA LOMA PLACE ""RA.F=-1c CONTROL f'OR c1,rn 24" W.a,TER MAIN -!RVINE AVENUE FROM UNIVERSITY AVENUE TO M[Sf\ DR!VE TR4FFIC CONTROL FOR CNB 24" WATEF/ MAll'J iRVINE AVENUE A,T MESA DRIVE INTERSECTION TRAFTIC CONTROL FOR CNtJ 24" WA TLR MAIN IRVINC A,VENUE flsOM MESA DRIVE TO SANTA ANA DELHI CHAi'-HffL, IRVINE .4YENUE AT BRISTOL STREET TR,L1FFIC CONTROL FOR CNB 24" WA TE'R Mi',IN , IRV!NE A vENlJF ~ROM SA,NTA AN/\ DELHI CHANNEL TO BRISTOL STREET TRAFFIC CONTROL FOR CMSD GRAVITY MAINS -IRVINE AVENUE NORTH OF MESA DRIVE TRAFFIC CONTROL FOR CMSD 12" SEWER FORCE MAIN -IRVINE AVENUE AT MESA DRIVE INTERSECTION TRAFFIC CONTROL FOR CMSD GRAVITY SEWER MAINS -IRVINE AVENUE AT MESA DRIVE INTERSECTION rR,AFFIC CONTROL FOR iRWD 12' WAT[R MA!N -!RVINE AVENUE FROM UNIVERSITY DRIVE TO MIRA LOM.A PLACE TRt,Fric CONTROL FOH iRWD 12" 1NATER MAiN 1RViNF AVENUE FROM MiRA LOMA PL.ACE TO MESA DRIVE ,"RAFFiC CONTRCL FOR :RWD 12" WATER MAIN IRVINF AVFNUE AT MESA DRIVE INTERSECTION APPROVED RECORD DRAWING THIS IS A RF.CORD DRAWING OF 11IE FACILITIES IDENTIFIED IN 11IE 1111.E llLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE llASIS OF INFORMAIION COMPILED ANIJ FURNISIIEIJ UY OTHERS_ Tlfl~ ENGTNRF.R ANDOWNERS(S)WITJ. NOTRE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HA VE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM 111E CONDI110NS SHOWN HEREIN AND AT SOME LOCATIONS 11IE VARIANCE MAY RE T ,ARGE_ TF TI-fE PRECISE T.OCA TTONOF ANY FACILITY IS REQUIRED, THE FACILITY SHOULDBEFIBLD LOCATEDINTIIE PRESENCE OF AN EMPLOYEE OF THE CITY/ DIS1RICT OR 11IE OWNER(S) OF 'Jl!E UTILI11ES INVOLVED, ~ES$/ ,,_~¥> L QC,, ROBIN B. HAMERS R.C.E. 31720 ... Dfl"IIL 8918"1itl .. lER1NG IRVINE AVENUE SEWER MAIN REPLACEMENT STANDARD SYMBOLS 1k ABBREVIATIONS VICINITY MAP, INDEX MAP, SHEET INDEX No. 44497 ·_· .' ,, • t---+---+~------------+---1 MANAG£R/DISTRICT £NGINEER 23231 South Pointe Driw, SUite 103 ~ VICINITY MAP 3/J1/o8 Consulting Engineers 1120/06 JLB A, RECORD DRAWING CDAOTSETA MESA SANITARY DISTRICT ~ Laguna Hills, CA , 653 (949) 768-2600 -,;:; /VII. DATE BY DESCRIPTION APP'D DESIGNED JPS DRAWN CADD COST.A MESA 168-1 ',i,! NOTTO 8041 E 44497 1/1?~ /. RCE NO. DATE REVISIONS CHECKED JLB DATE 07 /04 SANITARY DISTRICT SHEET 13 OF 34 :,:---------------------------------------------------------------------------.L...---------..l...-...l,,"'----------------...l...---------------------1L-----L---....:....-L..------'--------1------...J ~ II f-< >- 0 ...J CL CD 0 0 ® 0) ® ® (i01 ,_') CONS I RlJCTION NOTES CIT'{ OF ~~EVVPCJRT BE,I\Cl--1 24" DOMES TIC WAT[RLiNE J;)!;SQ!:ljPTI~ CONSmUCT 24" CML&TW TRENCHING AND BEDDING ST[EL PiP[ (1/4" MIN PE.R DETAIL (3") 11 .1 --✓ INS: ALL 4" PERFORAT[D PVC (SCH 8D) PiPL WF?APPED IN 3/4" CRUSHED RUCK FER DE.TAIL(1-~ ~ INS:ALL 8" PVC AWWA C900 (Cl 200) PIPE At.JD fiTTINGS, TRENCHING AND BEDDING PER DETAIL @ 11, INSTALL 6" PVC AWWA C900 (Cl 200) PIPE AND FITTINGS TRENCHING ,AND BEDDING PER DETAIL a~ '-.)]./ INSTALL 24" FLG BFV (CL 250) PER CITY OF NEWPORT BE.ACH STD-510-L-C AND STD-511--L, INSTALL 8" FL.GxM,J RWV (CL 200) PER CITY OF NEWPORT BEACH S TD-510-L --C AND STD-511-L_ INSTALL 5" FLGxMJ RWV (CL 200) PEF( CITY o, NEWPORT BEACH STO 510-L -C A,ND STD-511-L, INSTALL 1--IRE HYDRANT ASSEMBLY PER CITY OF NEWPORT BEACH STD-500-L (J-3765R), CORROSION PROTECTION REQUIREMENTS P~R SHEE:T CP I. R[PLACE IF!AfT!C SIGNAL LOOPS PlR PROJECT SPECIFICA flONS. INSTALL 2" AIR AND VA,CUUM REcEASE VALVE ASSEMBLY PER CITY OF NEWPORT BEACH STD-515-L_ CORROSION PROTECTION REQUIREIJENTS PER SHEET CP-1. ABANDON AND REMOVE EXISTl~IG AIR AND VACUUM RELEASE ASSEt,IBL Y, INSTALL PLUGS, THRUST BLOCK, .AND ABANDON EXISTll,G WA,TER M1\IN A1 NEAREST ACTIVE CONNECTION. EXISTING WATER Mft,INS ~,RE TO BE ABANDONED AFTER NEW MAit, HAS BEU~ PLACE[> IN SERVICE AND ALL SERVICE LATERALS FROM THE OLD MAIN HAVE B[EN TRANFERRED TO NEW MAIN, ABANDON EXISTING VALVES IN PLACE, BACKFILL V·,cVE CA,NS, REMOVE VALVr: COVERS AND REPLACE EXISTING AC PAVEMENT, ABANDON AT NEAREST VALVE AND REMOVE EXISTli'iG FIRE: HYDRANT LATERAL AND FIRE HYDRANTS. INSTALL BURIED FL.ANGE INSULATING !<IT llJ\lD 4-WIRF TEST STATION. SEE CORROSION rROTECT10N SITE PLAN ON SHEET CP--1 CONSTRUCT 1 -ANODE CATHODIC PROTEcr10N TEST SL~TION_ SEE CORROSION PROTECTION SITE PLAN ON SHEET CP-1- INSTALL 1" DUMES IIC WATER SERVICE_ METU/ Pr:Ji Cl IY OF NEWPORI BEACH STD-502-L. COSTA MESA SANITARY DISTRICT GRAVITY SEWER DE8CRIPTION REPLACE TRAFFIC SIGNAL LOOPS PER PROJECT SPECIFICATIONS. 21" EXTRA STRENGTH VITRIFIED CLAY PIPE WITH TYPE "G" COMPRESSION JOINTS. TRENCHING AND BEDDING PER CMSO STD. OWG. NO. S-112. 18" EXTRA STRENGTH VITRIFIED CLAY PIPE WITH TYPE "G" COMPRESSION JOINTS. TRENCHING AND BEDDING PER CMSD STD. OWG. NO. S-112. 12" EXTRA STRENGTH VITRIFIED CLAY PIPE WITH TYPE "G" COMPRESSION JOINTS. TRENCHING AND BEDDING PER CMSO STD. OWG. NO. S-112. 8" EXTRA STRENGTH VITRIFIED CLAY PIPE WITH TYPE "G" COMPRESSION JOINTS. TRENCHING AND BEDDING PER CMSO STD. OWG. NO. S-112, CONSTRUCT 72" MANHOLE PER CMSO STD. DWG. NO. S-100-A WITH 72" ID BASE SECTION AND PLASTIC (POLYVINYL CHLORIDE) LINER, AMERON T-LOCK LINER OR APPROVED EQUAL. INSTALL LINER PER MANUFACTURER (AMERON) SPECIFICATIONS. CONSTRUCT 48" MANHOLE PER CMSO STD. DWG. NO. S-100 WITH PLASTIC (POLYVINYL CHLORIDE) LINER, AMERON T-LOCK LINER OR APPROVED EQUAL. INSTALL LINER PER MANUFACTURER (AMERON) SPECIFICATIONS. CONSTRUCT DROP MANHOLE PER CMSD STD. DWG. NO. S-102. USE 72" ID BASE SECTION WITH MANHOLE CONSTRUCTION PER CMSD STD. DWG. NO. S-100-A AND PLASTIC (POLYVINYL CHLORIDE) LINER, AMERON T-LOCK LINER OR APPROVED EQUAL. INSTALL LINER PER MANUFACTURER SPECIFICATONS. ABANDON AND REMOVE INTERFERING PORTIONS OF EXISTING SEWER. PLUG ABANDONED LINE. REMOVE EXISTING MANHOLE FRAME, RINGS, ANO COVER TO 24" BELOW GRADE. BACKFILL MANHOLE WITH 1 SACK SLURRY. CUT AND PLUG INCOMING LINES PER CMSD INSPECTOR. DELIVER OLD FRAMES, RINGS AND COVERS TO CMSO CORPORATE YARD AT 2310 PLACENTIA AVENUE, COSTA MESA. 12" SEWER FORCE MAIN DESCRIPTION REPLACE TRAFFIC SIGNAL LOOPS PER PROJECT SPECIFICATIONS, INSTALL 12" PVC AWWA caoo PIPE AND FITTINGS (CLASS 200) WITH THRUST BLOCKS AT ALL HORIZONTAL AND VERTICAL BENDS PER CITY OF NEWPORT BEACH STD-510-L-C. THRUST BLOCK SHALL FULLY ENCASE ALL BELOW GROUND DUCTILE IRON FITTINGS FOR CORROSION PROTECTION. TRENCHING AND BEDDING PER CMSD STD DWG NO. S-112. CONNECT 12'' PVC FORCE MAIN TO EXISTING SEWER PUMP STATION PER DETAILffi @ CONNECT 12" PVC FORCE MAIN TO EXISTING 10" SEWER FORCE MAIN PER DETAIL ffi @ ,---, ~) @:~ lR\/lr~E F<A~~CH vVA TER DISTRICT 12" DOtv!ESTiC WATERLINE -------------------------------------------------------- INST,A.t.L 12" PVC A.WWA :::;900 (CL 200) F-'lPE AND F:! r:~,-iGS, rRENCH:t\/G AND BCDUiNG PE!~ IRWD STD. DWG, NG W-·!·i. INSTALL 8" PVC AWW/, CYOO (CL 200) PIPE AND r1,r,1,1,:,s. TRENCHJNG ,1-,,t,,!D BE"C1D!h!G PER iRWD STD. DWG. NO. \:Y-~11. iNSTALL 6'; P\/C /:•WWP. C900 (CL 200) PIPE /:0.ND fT:-1 1 ~•.JGS. TRENCHlNL~ 11.!'-JC BEDC,it>,jG PER IRWD STD. DWG. NO. W-11 !f,JSTA.U_ 4" F·/C i3,W\JVI-\ C900 (Cl. 200) PIPE /\NO FiTT t·JG:~ .. TRENCHlNG AND BE~)D 1 f'~G PFR 1RYVO STD. DWG. NO. W---, L 1NSTr\LL ·1z' FL(; U;-:-V (CL 150) PER IRWD STD. DWG. ~JO, Vv·7 :~-JSTALl 8" FL•~;xPUSH-\_'1 N RWV (Cl 150) PFR IR\iVD STD. DWC. NO. W-7 INSTALl FIRF HYDRA HT A:-'."J~;F tvH:\L_Y FEf< iRWD STD. OWG. NO w-ro F~EMOVE [XiSTii\]'_; FlF~E HYC•RAi'-.!·;· LATERAL AND r·ir~[ HYDP,i;,,,N"!::_;_ SALV/\G[ Fm[. HYCH/\1'-J]S !\f\J[l DELIVER TO !f\WO UF'LRt, riot✓~) CENTER .A,T :57'S7'.L M:CHEl._SUN UR!VC !i~V!NE CA 926·12 iNJT,ALL PLUGS, lH!~US-,-JLOU{, AND ABA~JDON EX!S-i!i\JG WJ'>..-1Lf·2 M.4.IN AT NEARE.'31 P,C: !Vi:_ CUNNECTlON. EXISTING WATER 1~·1AINS ARE TO BE .AJ1ANDONE.D Af---:-Ei;;:: i'.Jt:v,; Ml-\it\l H.i\S BEEt-J PLACf:.0 iN SERVICE" At,ID ALL, :.::;t.!:.:'\!!1,·~·[ t.A !T_RAL'."_:; FROM THE OLD fAA.i/\J 1-il\\t[ SEEN Tf~.A.r-.iFERREf) TO NCW f,.\1;,.:N _L,8,t1J~DON EXISTING \r,-:_L, \:['.:, if'J PLACE, BA.CKFiLL vAL'v·E. C,\HS, RE~l:OVE V.A.LVE COVEF:S ;:,',JD REPLACE EX!Sl NG J..1,.c F)1\\iff1;1Ft--r~· :~JSTALL 1'' DCME~'.TJC WAT[R SFPViCE METER PER iRWD ST0, DWG NO. \/l.l··i, :HST.~LL 4'' D(>f-ALSfiC i_,y,;·ET'. ~:~U~V!CL MET[R WITH MANii-Ol .. D AS::iEMBLY PEr? !HWD S fr). [).VG, ··,JO. w--4. it\JSTALL W;:1.TFR Cid/.\i. 1TY -~;AMP! ING .STAT!ON PF::R IRWD STD DWC ~JC. W-/.H CONNECT!O!'< ,\ T U~-J!\/[F>;SJT'Y DR!\/E AND !HVINE AVENUE S E E DE T fa. I L /"'"1·\ ' __ , --l \_?J/ BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON AIIE BASED ON THE THE BEARING BETWEEN OCS HORIZONTAL C0NTROL STATION GPS NO. 6171 AND STATION GPS NO. 1917 BEING N80"03'22"E PER RECORDS ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVEYOR. BENCHMARK: JN-60-89 ELEV•S0.52 DATUM-NGVD 29/1995 OCS ADJUSTED OISCRIBED BY OCS 1989 -FD 3 3/4" OCS ALUMINUM BENCHMARK DISK STAMPED 3N-60-89_iLOCATED AT THE SOUTHERLY PORTION OF THE INTERSECTION OF l~VINE AVENUE AND BRISTOL STREET (SOUTH) IN THE CITY OF NEWPORT BEACH, AT THE EASTERLY CORNER OF A 4 FT. BY 22 FT. CATCH BASIN, 43.5 fT. SOUTHEASTER!. Y OF THE CENTERLINE OF IRVINE AVENUE, 100 FT. SOUTHWESTERLY OF THE CENTERLINE OF BRISTOL STREET, 4 FT. BEHIND THE OURB. CMSD GENERAL SEWER NOTES 1. 2. 3. 4. 5. 6. 7, 8. 9. 10. 11. CMSD STANDARD SEWER NOTES THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS OF THE COSTA MESA SANITARY DISTRICT. CONTRACTOR SHALL REQUEST INSPECTION FROM THE OFFICE OF THE DISTRICT ENGINEER 48 HOURS PRIOR TO COMMENCEMENT OF WORK. TELEPHONE: (1149) 631-1731 ANY WORK PERFORMED WITHOUT INSPECTION FROM THE DISTRICT SHALL BE CONSIDERED UNACCEPTABLE. CONTRACTOR SHALL OBTAIN CMSO SEWER PERMIT PRIOR TO COMMENCEMENT OF WORK FROM THE COSTA MESA SANITARY DISTRICT, 77 FAIR DRIVE. TELEPHONE: (714) 754-5307 CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS THAT MAY BE REQUIRED BY THE LOCAL GOVERNING AGENCY. CONTRACTOR TO HAVE A COPY OF APPROVED SEWER PLAN AND CMSD STANDARD PLANS AND SPECIFICATIONS ON JOB SITE AT ALL TIMES. SEWER MAIN SHALL BE AIR OR WATER TESTED MEETING DISTRICT ENGINEER'S APPROVAL. PRIOR TO ASPHALT CONCRETE PAVING, MANHOLE FRAMES AND COVERS SHALL BE LEFT 6" BELOW FINISH GRADE. AFTER STREET SURFACING IS COMPLETED, FRAMES AND COVERS SHALL BE RAISED TO GRADE PER STD. DWG. NO. S-105. SEWER MAIN SHALL BE BALLED AFTER ALL MANHOLE FRAMES AND COVERS HAVE BEEN RAISED TO GRADE. IF MINUMUM SEPARATION DISTANCE BETWEEN SEWER AND WATER MAIN IS NOT MET, SPECIAL CONSTRUCTION REQUIREMENTS ARE TO BE USED PER STD. DWG. NO. S-110-A OR S-110-B. ALL TRENCH EXCAVATION AND PIPE BEDDING SHALL BE DONE PER STD. OWG. NO. S-112. \'~ESSt~ ~ .. <,,~',\ L "o;;@ ~~ ~-DflllllL .... IIIIIIEERINCI '•. .,_,' • .-,, . ,,,,,-. ,_, ' PUBLIC AGENCIES & UTILmES UNDERGROUND SERVICE ALERT CITY OF NEWPORT BEACH (UTILITIES) -UTILITY CLERK COSTA MESA SANITARY DISTRICT -ROBIN HAMERS IRWO SYSTEMS OPERATORS -STEVE HABIGER IRWO CONSTRUCTION SERVICES GROUP -ANTS UIGA IRWD INSPECTION -MIKE JACK IRVINE RANCH WATER DISTRICT MAIN OFFICE MESA CONSOLIDATED WATER DISTRICT -BOB McVICKER ELLER MEDIA COMPANY -CARLOS URIAS COUNTY OF ORANGE, PFRD -DAVE PICKRELL ICGTEL -DAVE ULRICH MCIWORLDCOM -CHARLES WELCH MEOIAONE -BRIAN CATON METROPOLITAN WATER -MARCO BUNTICH NEXTLINK -BUD SMITH PACIFIC BELL -ENGINEERING COMCAST -JOE BARRIAS ORANGE COUNTY WATER DISTRICT -STEVE CONKLIN SC EDISON -WALLACE ZIMMERMAN SOUTHERN CALIF. GAS CO. -TECHNICAL SUPERVISOR -----------------. . ORANGE COUNTY TRANSPORTATION AUTHORITY _ .............. _ A A A - (800) 227-2600 (949) 644-3011 (DAY) (949) 644-3717 (NIGHT) (949) 631-1731 (949) 453-5745 (949) 453-5588 (949) 453-5615 (949) 453-5300 (949) 356-4-055 (714) 289-2018 (714) 567-71168 (949) 1164-1287 (an) 656-6018 (714) 549-7590 (213) 217-8879 (714) 434-8814 (714) 686-5454 (714) 338-2081 (714) 378-3211 (714) 973-5409 (714) 834-3033 (714) -285-4332" (714) 530-8080 ) A A _ _,) - NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION (PLAN AND ELEVATION) OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. UNLESS OTHERWISE DIMENSIONED, LOCATIONS ANO ELEVATIONS OF EXISTING UTILITIES AND SUB-STRUCTURES SHOWN ON THE DRAWINGS ARE APPROXIMATE ONLY. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINE OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THOSE LINES OR STRUCTURES. CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL UTLITIES SHOWN ON THE DRAWINGS. "CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD CNB, CMSD, IRWD ANO DANIEL BOYLE ENGINEERING AND ITS EMPLOYEES, OFFICERS, OR AGENTS, HARMLESS AGAINST ANY AND ALL CLAIMS BY ANY PARTIES ARISING FROM, OR RELATED TO, ANY AND ALL DAMAGES, INCLUDING LEGAL COSTS AND ATTORNEYS FEES, RESULTING FROM INTERFERENCE WITH. INTERRUPTION OF, DAMAGE TO, OR ANY AND ALL INJURIES WHICH RESULT FROM DAMAGE CAUSED TO SUBSURFACE INSTALLATION AS DEFINED IN GOIIERNNENJ CODE 4216.1(J), wtilCH IS UNFORESEEN AND DESPITE ENGINEER'S EFFORT DURING THE DESIGN PROCESS WAS NOT LOCATED, EXCEPTING ONLY THE GROSS NEGLIGENCE OR WILLFUL MISCONDUCT OF ENGINEER IN PROVIDING ITS SERVICES." JOB SITE SAi -• T BY ACCEPTING THIS CONTRACT, CONTRACTOR HEREBY RELEASES AND AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS CNB, CMSO, IRWO, AND DANIEL BOYLE ENGINEERING, THEIR AGENTS, EMPLOYEES, CONSULTANTS AND REPRESENTATIVES FOR ANY AND ALL DAMAGE TO PERSONS OR PROPERTY OR WRONGFUL DEATH REGARDLESS OF WHETHER OR NOT SUCH CLAIM, DAMAGE, LOSS OR EXPENSE IS CAUSED IN WHOLE OR IN PART BY THE NEGLIGENCE, ACTIVE OR PASSIVE, OF CNB, CMSD, IRWO OR DANIEL BOYLE ENGINEERING, AS WELL AS THEIR AGENTS AND EMPLOYEES TO THE FULLEST EXTENT PERMITTED BY LAW. SUCH IDEMNIFICATION SHALL EXTEND TO ALL CLAIMS, DEMANDS, ACTIONS, OR LIABILITY FOR INJURIES, DEATH OR DAMAGES OCCURING AFTER COMPLETION OF THE PROJECT, AS WELL AS DURING THE WORK'S PROGRESS. CONTRACTOR FURTHER AGREES THAT IT SHALL ACCOMPLISH THE ABOVE AT ITS OWN COST, EXPENSE AND RISK EXCLUSIVE OF ANO REGARDLESS OF ANY APPLICABLE INSURANCE POLICY OR POSITION TAKEN BY ANY INSURANCE COMPANY REGARDING COVERAGE. APPR0V[D RECORD DRAWING TIIIS IS A RECORD DRA \\1NG OF THE FACILITIES IDENTIF1ED lN lHE TITLE BLOCK ONLY J\ND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER AND OWNERS(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH I !AVE BJ•:J,:N INCOJU'()l{ATl~IJ INTO Tl IIS l>RAWIN(I_ ACTlJAL CONDITIONS WILL VARY SOMEWHAT FROM 1HE CONDITTONS SHOWN HEREIN AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF lHE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, lHEFACILITY SHOULDBEFIELDLOCATEDINTIIB PRESENCE OF AN liMPLOYUIJ CW TllE CITY/ DISTRICT OR TlIE OWNER(S) OF THE UTILITIES INVOLVED, IRVINE AVENUE SEWER MAIN REPLACEMENT ROBIN 8. HAMERS R.CL 31720 1.l No.#497 if> , , "' Ell' 3131;rm $I Consulting Engineers t----+---+~-------------+---i MANAGER/DISTRICT ENGINEER JLl!J £_ RECORD DRAWING ~ff? MESA SANITARY DISTRICT CONSTRUCTION NOTES, BASIS OF BEARINGS, , BENCHMARK, PUBLIC AGENCIES & UTILITIES, COSTA MESA SANITARY DISTRICT GENERAL SEWER NOTES, NOTICE TO CO~TRACTOR, JOB SITE SAFETY 1/20106 Jf ... 23231 South Pointe Drive. Suite 103 / ~!t' C/V\\.~..-. Laguna HUis, ~ 92653 (949) 768-2600 ~ w Cfl.\W' /" , I ~D., (/4 44497 ,/,z/4. DATE BY DESCRIPTION APP'D DESIGNED JPS DRAWN CADD COSTA MESA SANITARY DISTRICT 168-1 REVISIONS CHECKED JLB DATE 07 /04 SHEET 14 OF J4 / ( P >JEC, '.~ GER RCE NO. DATE I---------------------------------------------------------------------------.L...---------..L......;::..:; ________________ ..J...--------------------L-----.J....----.L...------------.....1...._ _____ ...J I .:s MH 120016: 21" sewer located southwest of Intersection. MH 119942: located upstream of pump station. Locate flow meter in MH outlet. PROJECT SITE " I") "' ' Cl II I-- <( 1--- 0 _J [l_ E 0 "' "' "' 0 ;::- '- 0 -3: I!! I <n / <n Cl z ! 0 0 "' 0 . ... --·-·-' .. ' _ ___:_ -----J -·-·-----.. , T ------ 1 I--------·•·-·--- . ----' •••• - ---z:1 ! --.. . 0 FOR CONSTRUC ION OF 12" SEWER FO 'CE MAIN SEE SHEET N . 16 21" GRAVITY SEW ri R MAIN Q,l-==-=---=.:..:;~.!...!.--'----'----"':.=C..:..:-J=-.:....:...-'-'C:..:.....:..:..!...,___ C24I27' 90+61.83 '-..J~' ~ MH NO. 1 CONNECT TO EXISTING 8" SEWER BEQIN CONSTRUCTION MESA DRIVE SEWER MAIN 7 STA. 0+7ll.48 CONNECT TO EXISTING 48" MANHOLE. RECHANNEL SHELF PER CMSD INSPECTOR. RECOAT EXISTING INTERIOR WITH SANCON 200 OR EQUAL. =ff! I .. - ... -· --J; .80.-• 91 "" -• R- • . . . . l -.. l ·,i ·-E, NC JT .. , .. ,. . i I 92 ... ~ ,,,,~---~"'-· --~·--· ,,.,....,,,~,.-~ <= -· 1. J -----·; I ' ! ' ' 1 .. j· -r .• ,·~ 93 y --- ·f· I - l ... '• ,,,,_.._.a•,~~••·••'-"••,~• "'-~' •• '" a•i~• :. ' ' 94 . . .'' SEWER MAIN 21 IRVINE AVENUE . :la ~ -+ t ·--t----~ t ~ • i:.::.:. -. . ·- 1 ' --+-f-·· -. • •• --- LI , .. t . SCALE HORIZ: VERT: 1 "=40' 1"=8' ,._, tl a: ~ESS1a.;:,, 'f CURVE DATA £'.l.9-,._,~ L 'ia'"f( e.i "Cl w_c, ~\'f, ~ ~~ t"'- j . -···· . __ .., I . l • ., .. -•· ----···· ·----. L_· --- i ---•. - 96 SCALE: 1"-40' •·, ' ·' - i··- . - __ -.. -·-· 6 NO. DESCRIPTION ~ R L T "' No. 4-4-W7 ~ .. _,,,00. (A' 18 .. SEWER 18•1,.,56 .. ~ •-3/Jl/06 !.I Consulting Engineers J ., 828.00' 263.48' 132.86' Jf ~ ~ 23231 SOUth Pointe Driw, Suim 103 ~ ~?f C/V\\.~~ cli=CA 92653 (949)768-2600 _j _ • 7 · ·- ~ ' ' ~: .• - ----••. -. ·-·-l --- ,. -1-.. ·1::~ -.--- ··•· •• ·-·-!-_-···· _···-T --! , -✓ .. ---- .. -- --.... -·---'11ft,,01---I .. --- _-___ ---. ---· -- - • T I ··-······ ·-. -IE§l ------ -, ~:·· ~~ ------ ~-~~ ~~ _ ~• ; -Ill z ~;§1 ... --✓-- 1 j 'L 8" vc~ 2 . '---- . -- CONSTRUOTION a-..o I es REPLACE TRAFFIC SIGNAL LOOPS PER PROJECT SPECIFICATIONS. 21• EXTRA STRENGTH VITRIFIED CLAY PIPE WITH TYPE "G" COMPRESSION JOINTS. TRENCHING AND BEDDING PER CMSD STD. DWG. NO. S-112. 18" EXTRA STRENGTH VITRIFIED CLAY PIPE WITH TYPE "G" COMPRESSION JOINTS. TRENCHING AND BEDDING PER CMSD STD. DWG. NO. S-112. 12" EXTRA STRENGTH VITRIFIED CLAY PIPE WITH TYPE 'G" COMPRESSION JOINTS. TRENCHING AND BEDDING PER CMSD STD. DWG. NO. S-112. 8" EXTRA STRENGTH VITRIFIED CLAY PIPE WITH TYPE "G" COMPRESSION JOINTS. TRENCHING ANO BEDDING PER CMSD STD. DWG. NO. S-112. CONSTRUCT 72" MANHOLE PER CMSD STD. DWG. NO. S-100-A WITH 72" ID BASE SECTION ANO PLASTIC (POLYVINYL CHLORIDE) LINER, AMERON T-LOCK LINER OR APPROVED EQUAL. INSTALL LINER PER MANUFACTURER (AMERON) SPECIFICATIONS. CONSTRUCT 48" MANHOLE PER CMSD STD. DWG. NO. S-100 WITH PLASTIC (POLYVINYL CHLORIDE) LINER, AMERON T-LOCK LINER OR APPROVED EQUAL. INSTALL LINER PER MANUFACTURER (AMERON) SPECIFICATIONS. CONSTRUCT DROP MANHOLE PER CMSD STD. DWG. NO. S-102. USE 72" ID BASE SECTION WITH MANHOLE CONSTRUCTION PER CMSD STD. DWG. NO. S-100-A AND PLASTIC (POLYVINYL CHLORIDE) LINER, AMERON T-LOCK LINER OR APPROVED EQUAL. INSTALL LINER PER MANUFACTURER SPECIFICATONS . ABANDON ANO REMOVE INTERFERING PORTIONS OF EXISTING SEWER. PLUG ABANDONED LINE. REMOVE EXISTING MANHOLE FRAME, RINGS, AND COVER TO 24" BELOW GRADE. BACKFILL MANHOLE WITH 1 SACK SLURRY. CUT AND PLUG INCOMING LINES PER CMSD INSPECTOR. DELIVER OLD FRAMES, RINGS AND COVERS TO CMSD CORPORATE YARD AT 2310 PLACENTIA AVENUE, COSTA MESA. A PPROVED RECORD DRAWING THIS IS A RECORD DRAWING OF Tilli FA CILI TIE S IDENTIFIED IN THE TITI.H HL.OC K ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION C OMPILED AND FURNISHED BY OTIIERS. T HE EN G IN EER AND OWNERS(S) WILL NOT BE RESPONSIBLE FOR ANY E RROR (S) OR OMISSION(S) WHICH H AVE BEEN INCORPORA W.D INTO THI S D RAWING. ACTUAL ' CONDITION S WIIJ . VARY SOMEWHAT FROM THE CONDITIONS SHO WN HEREIN AND AT SOME LOCATIONS TIIB V ARIANCE MA Y BE LARGE [[I Tllli PRECISE LOCATION OF ANY FAC!LlTY I S REQUIRED, TIIE FACILITY SHOULD BE FlF LT) 1.0CA TED IN Tiffi PRESENCE OF AN E MPLOYEE OF THE CIT Y I DISTRICT OR Tiffi OWNER(S) OF THE UTILITIES INVOLVED. IRVINE AVENUE RO BIN 8. HAMER S R.C.E. 3172 0 1---+--+--,-------------+---t MA NA GER /DIS TR IC T ENGIN EER JLl!J £_ RECORD ORA WING ~i ?JA ME SA S ANITAR Y DISTRI CT GRAVITY SEWER MAIN REPLACEMENT PLAN AND PROFILE STA. 90+00.00 TO STA. 95+41.37 1/2 0 /06 DATE BY DE SCRIPTION . REVISIONS APP 'D DE S IGNED JPS DR AWN CADD CHECKED JL.8 DA TE 07 /04 STA . 0+79.M:i TO STA. 1+47.79 COSTA MESA SANITARY DISTRICT 168-1 SHEET 15 OF 34 ~ W ~~~~ ~~ER R~~~-t.Wr' rL.. ______________________________________________________________________ ..,_ ________ .....J...,__,;=---------------'--------------------...&.----...._ ____ .._ ____________ ..,_ _____ _. MH 120016: 21" sewer located southwest of Intersection. MH 119942: located upstream of pump station. Locate flow meter in MH outlet. r--"' "' ' 0 -II - I- <( l-o _, a_ - r t--c::-- E • ~- I----- ! ' • L t I . 40--··· . SCALE: 1 "=20' ,. .. ··-· - ·~·····-ij ·•·- \ ~- 200 DEFLECTED PIPE JOINTS &"F.au 1!99 I 1&9& IHGJAkk 1~ 1/1 ■ BEHB EXISTING CMSD SEWER ____ .:;_ ___ _,, PUMP STATION VALVE VAU •· I . ·• ''[JI • ill .. . ,. SCALE HORIZ: VERT: w FOR CONSTRUCTION OF 21" GRAVITY SEWER MAIN SEE SHEET NO. 15 IRVINE AVENUE -+-' • . \- I . .. i ' i I 1 ' • . '-· ' r . ~~-r····- ~1--{ ' I 18 I . 4• DIA. CORE • 181 15 e ~ t-i-----t14 I ' • 6 ·r·----·1·······-r l I l t I I POLYETHYLENE OR-~\ • l POLYURETHANE ROPE " 4 " .:,I_ TYPE FILLER (TYP.) " , / ' ' ) / DI PIPE PER PLAN J !\ • ' !. ' i ' / /' APPLY 1" OF GUN GRATE ELASTOMERIC SEALANT IN ANNULAR SPACE (BOTH SIDES OF ME!ABER) TYP . 12" DIA. CORE . . • fj ~ :NK-SEVA; WALL SEAL I STANDARD SERVICE 201 I ··I • . .. ' ! .. t 1 ' i . ···· · ···i ·'·· --· · ···· ··•• ··•· ···• · · H:l-, - I= ' I . 1211 SEWER FORCE MAIN 40 MESA DRIVE CONSTRUCTION NO I ES REPLACE TRAFFIC SIGNAL LOOPS PER PROJECT SPECIFlCATIONS. INSTALL 12" PVC AWWA C900 PIPE AND FITTINGS (CLASS 200) WITH THRUST BLOCKS AT ALL HORIZONTAL AND VERTICAL BENDS PER CITY OF NEWPORT BEACH STD-510-L-C. THRUST BLOCK SHALL FULLY ENCASE ALL BELOW GROUND DUCTILE IRON FITTINGS FOR CORROSION PROTECTION. TRENCHING AND BEDDING PER CMSD STD BOTTOM OF VAULT EL. 19.34 A REPLACE EXISTING PIPE SUPPORT AFTER TEE INSTALLATION. ---. USE JACK TO SUPPORT > WHILE TIE -IN WORK IS BEING DONE. - 10 SECTION A-A STA. 200+03.38 15 2 / ) 7 i .. , .. , •"~---------.. --· .. / 1------1 8 , t--"-,. l . ( ,----, 1 CUT TO FIT LENGTH FOR CONTINUATION OF PIPELINE, SEE PLAN AND PROFILE TO LEFT 12"x8" DI TEE INV. 17.6 FOR CONTINUATION OF PIPELINE, SEE PLAN AND PROFILE TO LEFT ST A. 200+00.00 A ' \_FOR CONTINUATION OF PIPELINE, SEE PLAN AND PROFILE TO LEFT > NON-INSULATING TYPE "M" MODEL •s• - RECORD DRAWING THIS IS A RECORD DRAWING OF THE F AGILITIES IDENTIFlED IN THE TITI.E fl l.OCK ONLY AND IIAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OJHERS. THE ENGINEER AND OWNERS(SJ WIL L NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAVE llliEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITI ONS WILL VARY SOMEWHAT FROM Ulli CONDITIONS SHOWN HEREIN AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE . IF THE PREC ISE LOCAT ION OF ANY FACILITY IS RE QUlRED, THE F ACIU TY SHOULD Jill FIELD LOCATED IN THE PRESENCE OF AN RMPLO YEE OF Tile CITY/ DI STRJC T OR THE OWNF.R(S) OF THE UTILITIES JNVOL VED . EXISTING 8" SEWER\ EXISTING 10" DUCTILE1AIN\ r:: IRON SEWER FORCE MAIN \ ,.--,- 24 I II ... 231---nA- ' 221-----1 FOR CONTINUATION OF"\ 21 r--i;~~J PIPELINE, SEE PLAN AND • PROFILE TO LEFT ~ -I 20 \ / , 9 in REMOVE EXISTING 10"x8" TEE ] I --¥------------------------+-+-.:,.,<-t-----1.. PLAN MATERIAL UST uJ 12' Pf' PVC SPOOl r;;-,2 -MJxMJ (MEGALUG)-~ ~ 12" PU911 a1• 90" DI !£NO '-;;;;;;;...---::"'--~ -7 --I~ _ 1<t._ DI ~1Nns1 -V • MJ (MEGALUG) -• 0 _12 ·~· PA1i1e11_ ari,_.n,~ 01~lfED~c1N_G TEE s -1o•x5• FLG 90" 01 REOUCING BEND 0 0 8" FLG 90" DI BEND @] ~ ~ 8" DRESSER STYLE 131 DISMANTLING JOINT (L• v I F'NGTH: MIN . - 1 O", MAX . • t~ -FLGxPE • ----~ 8" FL9 DI SPOOL (LENGTH AS REQUIRED) CUT TO ~IT) -----............... --8" FLG DI TEE ---- WALL PENETRATION PER DETAIL@ 8" BLIND FLANGE WITH 2" F.I.P. OUTLET 2• CORP STOP, IP THREAD INLETxF.I.P. OUTLET (JONES J-1943) 2" COPPER TUBING, TYPE "K" (LENGTH AS RQUIREO) 2" SEWAGE AIR RELEASE FOR 150 PSI MAXIMUM OPERATING PRESSURE, APCO MODEL NO. 400, VAL-MATIC MODEL NO. 48A, OR APPROVED EQUAL WITH 1/2" NPT OUTLET, INLET ANO BLOWOFF VALVE, QUICK DISCONNECT COUPLINGS, AND MINIMUM 5' HOSE FOR FLUSHING . 24" DIAMETER SCHEDULE 40 STEEL VENTED PIPE COVER, 3'-6" IN HEIGHT, 3/+" DIAMETER AIR HOLES ON TOP HALF OF COVER WITH 4 SPACING BETWEEN HOLES AND TOP. WELD 1/4" PLATE TO TOP AND 1/4' DIAMETER STEEL ROD HANDLES FILLET WELDED TO TOP COVER PLATE. PROVIDE + ANCHOR LUGS AT BOTTOM . HOT DIP GALVANIZE AFTER FABRICATION AND PAINT INSIDE AND OUTSIDE WITH TWO COATS 'WHITE' GLOSS ENAMEL PAINT. 1/2' PVC (SCH 40) PIPE SUPPORTS ATTACHED TO VAULT WALL 1/2" 90" ELBOW PVC (SCH 40) 1/2" 45• ELBOW PVC (SCH 40) SEWER FORCE MAIN CONNE:C I ION TO EXISTING PUMP STATION SCALE: 1 /2" = 1'-o• \.16...i REMOVE INTERFE~NG_/ PORTIONS Of' EXISITNG SEWER FORCE MAIN AS REQUIRED. CUT AND PLUG ABANDONED LINE . PLAN IAL UST -MJxMJ {MEGALUG) 12" . .. DI 90" in:NO ) --. ,,,.. ... ~ 12' PE PYC seoot """'GTH AS REQUIRED) --• MJ _lMEGALUG 12"x10" . '.: DI I EDUCER ................ -- to· PE PVC SPOOL (LENGTH AS REQUIRED) to• TRANSITION COUPLING (DRESSER STYLE 38) OR APPROVED EQUAL WITH STAINLESS STEEL HARDWARE. SEWER FORCE MAIN STA. 200+82± ~':i~-~~ I ION AT MESA DRIVE@ A PPROVED DWG NO. S-112. ~ESSJ~ CONNECT 12' PVC FORCE MAIN TO EXISTING SEWER /1}..,,,f~· L 8oJ'~ DflNID Ltou,ltt«II.NEERING IRVINE AVENUE SEWER FORCE MAIN REPLACEMENT PLAN AND PROFILE PUMP STATION PER DETAIL@ ., ~ ~ -.. No. #187 % • 16 Ill ,. J/Jl/ll6 _e Consulting Engineers ' ' -" • ' ROB IN B. HA~ERS R.C.E. 31720 1----+---+-..,--------------+---1 MANAGER/D ISTRICT EN GIN EER /:::,. COST A ME SA S ANITA RY DI STRI CT 1120106 JLfJ M::. Rf!CORO DRAWING DAT E ST A. 199+80.00 TO ST A. 200+82.6+ @ CONNECT 12" PVC FORCE MAIN TO EXISTING 10" SEWER >f ~ 23231 SOUthPOlnteDriw,SUite 103 -FORCE MAIN PER DETAILffi ~~ CIY\\.4fl:c"" Lagul\lHll1s,CA,f653 (949)768-2600 ~ @ CF ~,w 1 _, • / f?.r-o C 44497 •/17/o, DA TE BY DESCRIP TI ON A PP 'D DES I GNED JPS DRA WN CADD COSTA MESA SANITARY DISTRICT 168-1 .,, \P\ OJECT ... ER RCE NO. DATE :i:L-----------------------------------------------------------------------..L---------.....t-_.;,"---------------------------------------...... ----...... ----..._ ___________________ _, REVISIONS CH ECK ED JLB DA TE 07 /04 SHEET 16 OF 34 : t l s PROJECT SITE ('/ i I 'I ,, I 1. "' ' /. -7.~· _..-,, ;{ , .,· . I L' .: I . ! '• ! .• i ,1 /Gb h ttl fi5 • ~~R~ 6.&(~.:_69 2 -ooJ 25+51.5 24+68.5 23+62 23+06.B /S-/.e I G.!', 25f-49 l 24+72 I I I I I I I I I I I J -·11-"V'+.2.o C • /-6,,.. . 23 W (l'l.o,;..) 6f (!~.34) JC" VLP. ~ .• ~ . (/1 ,, .w I "i!20l22 /RV/NE 0. I I I I 11 I I JI I I I I I 0 m • "' BRISTOL J), f ~"-r ~,o' : • J.ofy ..::.:fc,. c. .• t .,,,. no~ ' :_.6-''it>-' :=\-' "' ; g..,;: t· i \ '%- io J-,. 76 20242 14+09 C • /532 1541 6 1552 /562 1571? 15/2 1551 156/ 1571 /59I I \ i '!, "' 'i! ! ? I "' "' .. C ,, ' ,,. /602 16/0 \'O 2T'12 /602 /607 A .! !-. ,, O-t-00 4.9 OR 'ARD 4 6.!i. 4 1,2 r-------..... TI--S!--,1-,,--,----,;,;, -;.,.;r---,-i:r-:~~:11,----;::-;;.,lj,t--7L_-..." "'"0 C ,..., "' 0) ,.. "· .._ t\/ "' ,_ Q S-58-21.7 .S-bl-/5,'3 12+55 1.J/' ~ r,.. -1-i,rj ,1,, '.;° '.; i; :t: .:e ~ :;'. ..,. ...., O.J 1--~ "f-a ro •n to to or 79 _5 ~ 12+35 IS/2 11+75 10+60.5 'I.J'-•I' IO+JO 9t93 9+39 9+!7 9~00 8+40.5 6-1-88 f"" 1542 1~ /544 1552 "' 11622 1554 1572 1602 ,,;~ 1612 1616 1624 A-K 20251 \ ' .. ,.. 1662 ~ ~t----t /690 ct ~ ra:.._:--~--, t::l / f----c'2-=-02~72=--i N I'- \\I 2,. ,-20.~ o..\ 2+33 :U 20311 6 4+07 4+64 c.o, " 111 2+88.5.._\\J. '-" 20282 4+09.5 4.;..75 4-f--92.5 <\J 20271 20281 r'1' Gl'\'iD (',111:T 20301 417170 4t9) z c::i r f.>tGZ ~ -1 -"'"'"II :;::20434 ~ CI fo. ~ e 1;,, 9 ~ , Gj-11 I -''9 '-" . -u, C.rt.~.D. £-'iM'T. 1(71 I I I --------I "' C 'I I 1'. 30' ctsu I SMN. 1712 I 4i 1Ss I 1722 1732 19292 19296 20322 I_.,_ 30' C.M..,P I "3 l1iHli 5•"5 ' NEWPORT BEACH GOLF COURSii VE ... "' \0.44 [\:.',.5S) 19-1-0I- C " -J. ,1+ 18 17,1,33 ·- 7.93 (!3 07) /6 ~6 " "' ... " I I I 1746 I I ---t, I 20' t3f.Jo 1 L o' CMSO SMNT I PRIVATE SEWER s-ss-s.1-2 12-1-27. I 20301 I IOt-97.5 / I (\J 20331 ; r----2C332 Z/l<Jo; 20351 r-------------c-i------__J_ ------t---~:r':--:=-=-'11-t-.=.:..:..:=----F:..::..:::'-------" lir-'-'-'--------'---------"7 ~ \I) : I--: -I ~ 6+ 15.5 4-,..91 3+-72 3+·19 2+22, 20442 20452 ~ 1 ro+eq.rz.G (\J I S,1(#-'IB) I 20432 59 ~ -I r C,,' t::M<;□ l!'IK.'( I 3/8/fJJS I I I I I I I I I I I I I I I I I I i . I I I I ~ I 111-----1~ 1------,1-i ~ I I ·, I lh-----1 ~ I I •• > II ~ I I I I I I I I I I I I I I I '-t~+'•;;.;.:12.,. 20462 I -.,- 1541 "3 .. / 15:fll /59/ /623 /62I 1575 I 1661 I ~I 16 81 1691 7 300~ I:: .. SEE ' ' ~ ~ Ii ' MESA -------· SHEET -· ,.,~ ~6\9.oo , •. (9.52) - --· a' " ·C~3"i.lbl'l JUl.7 C9.ti) 11.15Tit. ~t.11:: o+-2e..1a1 12..5 (11,el) o+o0iJJ<1 · q4.Gei.'Gf.1~~ !Z.2 11-.0I) 1: -J. C "' SUBDIVISION NO. 164 0+90 {f-65 2+25 ~ 3+48. 4t-30 6+46 6+98 7+58 7+9 " l2f-80 ORC!i!JR D DRIVE 13+97 9+57 20271 81-98,5 8+47 20291 1----------------, 20301 20311 20321 20333 35 41 ----- 20351 53 55 20361 57 59 2 0377 20375 20373 " o-+o..,..ro r--l.E. !Ot,f'>. ¾ 20401 7NJ4.5 6+13.5 5+88 --5'""i20.5 4+-12 20371 3+02 21-38 1917 '----••tM>-71 µ _...-2 f Of;,, 0/ W jet ,3<,, Ob . 8,S (IS>.So) 1.'7(fo,G2) I -m;me101.,;. NrJ ; I I J,.... ttl il;; ttl <ry I , I MH 104411: Install Flow device on 24" gravity sewer. Location is Fair Drive, east of Fairview, across from Neth Park O. C. FAIRGROUNDS / ( ( \ r-7"'~=:::,,,.,_ _____________________________________________________________________________________________________________________________________ ~__, I I (I SEE SHEET NO, 175 ,,.oP"'l~'---------------,"'T"""T--------r·----------..---------------------------, ..._ I i I~ ... '., "' ., I'-' u:, f-i0 o,in w > 0:: 0 ..,_""Jg.. --.....:.P..:.R.:..l:::,.:N~C~E-s:T~O:.:.;N~""'"""-------0---+ ) TIACT TRACI '!, FAIR OTOQ . 5,6(64•79} '' lr---+---3-t-22 :::; GO ,r, N 4-r22. DRIVE 0 '" ' -o-,. "' N "' N 2377 2359 ,?35• r"ai~33Y~41o~i""i'7!~ir?7-?,1JG 2330 2360 14 .,,, 9 13 12 I I 10 N013 711 ll '\ f- ~ t ::1 <er-.. V ~ + "ii: ~- 4 ,t5 ~ "'1 ij/~ 2353 2347 2341 2335 ;:: 2329 0 \ 0 NN 0 ~ o-t"O') ! ,O <( 0 a::: / / 0 Cr---if--a> I l ' "' 11> ;'ii 2422 I FAIR .. , -. I I I I I ! I Q I "' 8 I ! I- ; I ~ I l 124 I I I I I I I I I I I I O> I'-U') ff) -(7) ,..._ U') <D ID (0 «> <D IO II> ll) O)t-,.&O tt)_ 2?!::?g?a)CDU) ------- 242~-~ ~2422 242[ -_L~'"'"~-2420 2419 -~ ~2418 2417 -~ ~2416 2415 --1-2414 2413 ---i-' ~2412 2411 -+' 2423 2422 2421 2420 2419 :j_,+J:::-2?.4lif 8AI 2417 =+--#~24oij;1561 i-22<41Ji15S::::J--'1'1=2414 2413 2412 2411 2410 120 1 116 2423 2421 2419 2417 2415 2413 -~ 112 108 2422 2420 241B 2416 2414 104 100 \ N 0 ., "' t ------------------------~-----. 6"V.C.P. DRIVE ii: i 1i:;•1..r;.7 ...., i;. H (n,Ot) I C.O. { TYP. l 1 1 ,1AD 5.5 (C7, i'4 J-......_ -2420 1-2418 -2416 .. 2414 -2412 >-2410 -2408 ,-.24os 1-2404 >-2402 l-2400 240,....,- 2407--+' 2405......- 24oa--+-' 2401 I '- 2409 2408 "-2408 1\1-2406 r--2404 " ..... 2402 \ WAK-= F, )RES" .-41:> "' l-o 265 257 249 FAIRVIEW ELEMENTARY SCHOOL 245 241 • 5-8(70.61} s-;57-3.7 237 233 229 225 ... "-;- m ~ G QJ I 1"3o --f-'I ,,,-, ... 209 205 1 N 'LI" " wr---~--__, °1' ,-9 "'1-___;\-+;-/i.T C.0 2. Q\ ,,,-, ,r.'1-fn -Y> 00 200 (1J ~ 00::: "' ~2Tl5_~~'I N 208 204 TU ;, \ \ + 0 ,, q-.I] ID W VJ N 6 \'I-!: \'1> 209 205 ., 0 N l:10 ~19 "- g 0 ;' z.O ., e---~2 09=--+---:2c':"0"'5r2:'-':'0':cl __ 208 204 200 7+03-55 /5.7 71.451 ' I ' ■ : I I _J_ i 55 ~ w -> 0::: <( LL I '-2352 -2350 ,._2348 -2346 c-2344 ,-2342 "-2340 "-2338 ~2336 "-2334 '-2332 ..-2330 : 150 ,ro' 2351 -,-~Oj ~ w2~3~49q-1"-~ ~ 2347-...., 'f.J'b 2345-...., 2343-...., 2341 2339-!--' 2337 2335 2333 2331 2340 2338 2336 2334 2332 2330 .r, TRACT NO 5160 (See Tract Map For Lateral Locations] -S-6:i -8.l-11 2345 2344 2343ct../l,l:::,2~344:21 2341 2340 2339 2338 2337 2336 2335 2334 233'5 2332 2331 23W 0 ! a:, <D q-N o co w r,:.. ; «> W CD C.O C.O 10 IO -·--- ~--~, 2341 2339 2337 2335 2333 2331 ,_2400 I I I 1 ~ m t:I ~ ro -~ b 8 I -2352 -2350 0 § '-2348 ,_z34s '-2344 <.'.) NotOCO'V' Z ==QQQ g 2338 2336 2334 2332 2330 ! r t'l, lo6 c.o v (\( om '-'> V' '.(\J - - - - -0 0 0 1-,------- 1 i I \ \ I .- "' ..., 0, 0 l> ' 0 \ / ~11' ' I'-(_ h~-~ (... - r". i~o«:- ~~ '~, 4/ SEE : ",~ /"'& ®" '--------~-----~----------------------............. --------------------------------~'-~.....;. __ .....;_ _________ .:::::;::__:.;,:;J SHEET N0. /43 1-.. ~ ::r:: (/) It f ., i t--1 ! I • i ., C' 5\ &\ ! I l ' • ESTIMATE OF QUANTITIES NO. ITEM . UNIT QUAN . I. 24" VJTQIFll:D CLAY PIPE L.F. 1892. z.. 'STANDARD MANHOLE."; <oo" J, D. EACH 4 3. STANDARD MANHOLE, 48"' 1.0. EACH 7 A. STANDARD fvlANH_OLE, 72" \.D. EACH I s. SEWER MANHOLE ( P.V.C-LINING) EACI-\ I ~-I Z.''V.C.P. SEWER MAIN L. F . 40 7. \2" C..\. FORCE. MAIN L.F. 2<o 8. AGGREGATE BE.DOING TONS 20 9. CLASS "e;' CONCRE.TE. CU.YO 2. GENERAL NOTES l All Sewer construct/on shall conform to the Standards of the Costu Mesa Sanitary • ,District and shall be completed to the so flsfacfion of the Oi~tricf Engineer. 2. SfatianJng refers to the Centerline of proposed Sewer. $. _ Manholt1s shall be brick or precast concrete os manufactured by Associated Con- crete Products, Inc., or opprovt1d equal. Sewer Manhole Frames Coversho/1 be Alham- bra Foundry A-1270 or approved equal. 4. Clay PipeJointCompound shall be ucP1-2•, ".Jc-60: Meehan/cal Compression Joints shall be •wEDGE-LOCK: ''SPEED-SEAL MAINLINE" or approved equal. In no case will jointing material using neat Portland Cement, mortar or grout bs permitted. 5. Prior fo Consl-r11c-fion I-he Confracl-or shall ob-foined a Perm,·-/-Fro= fhe c,".fy or Cosfo Mesa Sfreel Deporfrnen-f. Reqves-1-. For lns-pecf,on by fhe _C,"fr En91neer shall be mode 48 hrs. ,,.,, odvonce or .,oerr"orl'171n9 erny work. Ti!/. tl34-5':!l2:J. G. Confraefor shall be respon$;hle ror_rnoj,nl-erin,n51 warn/ng devices, LiqhN and -f"lo9men ,n qccordonce w,lh Tit, Man110/ OT rile c,ry OT Cos fa Mesa. 1 ' - • _PLAN AND PROFILE FOR TH£ CONSTRUCTION OF iSANITARY SEWER MAIN DRIVE (FROM FAIRVIEW ROAD EASTERLY 1910.00 FEET) G R O U N O S "' . r- •·•·r ,.,;,,,;;;; - 0 PROPOSED 24" V. C. P. SEWER MAIN-------.... EXIST. 12•• C.I. FORCE MAIN FROM ELDEN AVENUE PUMP STATION -- ... > g: t ! I t I ! ~ I ';;; 2 f ~ I " I ,.__ I I + I C /TY OF COSTA F 0 a: "' ::, cCl) a: "' > A I R 0---------------- I ' 0 0 R I V E LOCATION MAP SC A I.. E: I" • 3 00' MESA, ORANGE COUNTY, NOVEMBER, /969 CALIFORNIA • .. , ... ----~·' -- . "· __ , .. "-'--' _-_ '-'----, __ , '·-. BENCH MARK 8.M. No.107 -:-.~ Center of CurbReturnSWcornerFairDrive I and Vanguard Woy. --Elev. 72. 62 • 8. M. No.I08 -..a Center of Curb Return SE corner Fair Drive -.,- • ond Fairview Road. • _£lev .. -ro. 96 .NOTICE TO CONTRACTORS The existence and location of any underground pipes or struct- ures shown on these plans ore obtained by a search of the avail- able records. To the best of our knowledge there ore no known existing utilities except as shown on these plans. ;rhe Contractor is required to take due precautionary measures to protect the utility lines shown and any other lines not of record or 11ot shown on these plans. ENGINEER: COSTA MESA SANITARY DISTRICT 14PPROV£0: /4n,~-£~ DATE g9-~~~70 OONALD E. STEVENS, R.C.£. 11066 -_-.... -. SANITARY SEWER MAIN , f A IR 0 RIVE 'As BOIL r" 6-lfl-70 SHE-ET I OF 4 SHEETS -• • ---·.cc., --- · ···; ~ -,.--, >'-.::.' :;5{S-~c1'::':i'.s-'i}'i_tf~-:~~;;'.iji':·e1;~_,-\':~>~-ffl!'?ili:ij,½%,wE(tr1c1·-w~-z--4:;:.;;~lii't-"'!R::i:r=· MH 104411: Install Flow device on 24" gravity sewer. Location is Fair Drive, east of Fairview, across from Neth Park O. C. FAIRGROUNDS Ji . , ... •' .IF ,., 11 18' I , , . 18' ' I I P~or~cr ex1sr. -s1<SN1u .. ; srRee-r 1,/#HT IN Pi,IPCE~ ~orecr ex1sr. ,,.,,, ~ 1N~1. ----=----===- -CAUTION- PAClflC TELEPHONE CABLES UNDERGROUND BEFORE EXCAVATING CALL COLLECT, Alt K 7:30 A.M. to !i P Ji~ & :.Ii:;: O,ong• (O',lflfy 71.4-633-0811 71,-s,7-6606 R1Y•ra•ff Co1,1nty ___ 714·6M-0071 71.4 -5(7-6606 ll'lyo Co1,1nty -----7U-68.(-0071 714-547•66D6 San !•,n•cfo.o Co~ty_ 71.C-6-8-4-OO71 714-5'7-6606 Los An9eles County_ 213-621 -3111} j:,t HOUR Ventura Cou"ty 213-621-3111 • SERVICE Son D 19110 Co1,1nty __ 71A -29B -O595 _ 714 -232-0027 FOR FREE CABLE LOCATING SERVICE -..... -1--1--.....!:l:...-+_.,_:'---IJi'.!...' _j_ __ " 'll----------1--1--1-.. G , -+-+--If-"' u l_ - "tr G ------------------ NOTE COl,J'5TRUCTION OF MANI-IOLE: N~ I 'Sl..lALL e,~ IN, 0CO"IFOIZN\At,4CE 'I/IT\-\ Tl-IE REQOIRENIE~"'TS OF T\4E • ORANC.E: COUNTY SANITATION C>l'c»TRICT N~ Q, . .. A PE:'RMIT FROM SAHITA,ION. DIST!a:.ICT N2. .C. "-'11..1.. ~E 'REQD1]2E:0,·::::5EE ·J)l!:TP.lL-SHEEI --.';-----, Tr-,+,• ,'• • --• -' .. :--=r:.~~="..:.";.:_' .,_,_~,-~"-t---·t ~~=-=-l -~c.-_=_-,_-_-_-_-'~;~, -i -~-=~:;~ :·.:=i /:5· ~~-~~~;-~ · .-.-·.:c::_;~---~------L .::-"' ---'." --,-·· --·· ·---- ~-'""-'"i"'.: ..... .! ----,-,., :;;. . .. --~-,_::_f:::-·:::::~:7'f-d · -.":: - .::_-;_=-~ ➔--~:__-_:_""!:'""_:-~:f -----. •r- 4. .:.ic- ,,r , A I --.....-£:· --· ' ..... •;·•-··· - VI -1 ,::Rorecr ex1s-r. w,qreR V"1£ve ,,. Me"rt:R Vl'IV£T IN PLACl:. == PJlltO re<: T ,,:u.., V'AC. j ,111/6 "'~"~.,.S'e!' IN .OLRce ______ ;_ _ _..;.~---➔l----1------'·w---------- "•''' ,,.· , ·,,~ •1· is .;, -~ ... +----- lld l 2 ..I :I I') (J • ~== ~~ .+----..iI t- l ~ ----__ l:---1-~ ~ 8(/1~ -------c------------1---~----------------=---+--.. -------------"'=----_ -_::----------l-.C.--'---=+----------' --------t + IIJ j I ---t ~.:: :t:-:±-:7 ···:F -~ ·-:t · ___ ..,:::. -~-,-~----+-- ----,---::....::::: --- . '::~-=----~ ·::___.-·-___ • __ _ --~ ··-e-••-·~---~~ ~ -,----- T" --:-~ 7:° :7.----t-•_ =f -. -•:• =~ •---~~=-;,-·;_ . -. ~~ _;_~--: .-:.:-:::~: i7 ::=r £2 , I v · e: -i-::-:===c===:==.e ··;· ------~~§: --1=----,..... ____ ._'·c·c•.:-:.c'_,_·_~c',· =.cccc.sc ""t_-;__r --, -i "' , s , :-:-::-::·-=:t:~•·:3c'.· 3~~-=, ~~s. 'i---- II II I I I Id I , "-:t--.. ,-... T .. -,, . . .. --·:le s lij :~-~·.;-:'~----~ ·'·?::l:'.Xlc;;'t'..~G;RO~ND @ "R/'W ,LINE ,; ; ;,C."'-,'C: .... -='-..c.c. -c,' . -,-J ·:;:::::.;-':.7:c::.'C l :·::--:::~ -~ ~ , -, ,---, -------::~\~~,:,L:,:;~_,-~-::~ ~~ ,_ -~ ---< - . ~-:..--:.· ----~-- _----: -t-~--- -----' ---:----- -:-• ,._ -Cs-- ---.:i.' .":::--c-t-·-:-··=-_::_~ -,---.. ~~-, ti, ,a ----"·+----1·--" '\. V --,-•·-· -___ , 44' 9 10 --,·-..,q. --~---4--. """""'"' -__; ____ ,,,_ -• '..';j .. " > "'II) -Ill VCP_:;9;--lot-------- j_"'"~· . -, _ ;c·~Jp :::1 '-'¼ -J ::r; 0 ,-~-'~ l I 0 0 +£,0 N - FAIR DRIVE S\.IEET 2 0F4 '5\-IEEiS JOI') NO. 1070 ,, ,,_~-:e=...-as~·-,,:,;:• ~""'_;'«'. ..... ,,,. ztrrm %'Pi::: , .. ,ff, ' ' "' ii /i SW P Appendix 3.2 Tustin/Irvine Avenue Pump Station As-Built Plans ' ' ,. / :1 • • C ~.,.,,n,,-...-s,..., ,---~---,----~ --==-=----~-~"•f----.-- • • -~----~-.·-,, ___ _ -,:c.,·· - . _ •• -~ -. ·----~----!!"-, -----------------;;,__---~-_""""".'_, ____ ------~-_---"'.'_""'."'.'.'_ -------------------------------------, . • . • I • • '- . ESTIMATE OF QUANTITIES ITEM UNIT QUANT. I PUMP STATION 8 VALVE' VAULT. COMPLETE' L.S. 2 15'' VC.P SEWER L.F. 98 3 /On 0./.P FORCE MAIN L.F IOI GENERAL NOTES: • . L The sttwtlf system shall conform to the standards of the_ Costa Mesa Sanitary District. 2. Contractor aha/I rt1qu•t inspection from the offic, of the District . Enginet1r 48 hours prior lo r:anmencement of work. Tel (714/ 631-1731. -:S. Any work pt1rformed without insp•ction from the District •hall l>e coMidert1d unacceptable. ,f. Contractor shall obtain C.MS.D. .,,,,.,. ,,_rmit prior to construction from th• O.partment of Streets and Sanitation, City of Costa Mt1sa, 77 Fair Drive. Tel (114) 154-5323. 5 Contractor shall obtain all necessary p,rmits that may I>• r•quired -by the local governing ogt1ncy . 6. Contractor to have a-copy of approvt1d sewer plan and C.M.S.D. Standard Plans and Specifications on job site at all time•. 'l Clay pipe joints shall be 'Type "G II mechanical compression joints for main line sewer. 'Typt1 "D #joints, Band-St10/ or appr<Wed equal, are approved for /att1ra/s and repoir work only. 8. f ~ /att1ra/s shall be consiructed from the sewt1r main to w.-y lot. 9. All laterals shall be placed prior to surfacing of 6/r••ts. 10. Starrp "s" D11 t.'llf'b 01 s.wer lateral locations. f I. Sewt1r main shall b, air or wat•r t•st•d m••ting District £ngineer's approval 12. Prior to asphalt COl'lcret• paving, manhole frames and covers shall 13. 14. ~- be left 6" below finish grade. A/tr •treet 6Urfa&ing is comp/et.a, framu and covers shall be raised to grade per Std. Dwg. N£ S-105. S.wr manhole tram• and cover shall be Alhambra Foundry A-1270, tJr approved equol Cov•r to be stamped 'sEWER'. S.wM main shall b• bolled a/ttll' all manhole frames and covt1rs have been raised to grade. P.V.C. pipe may be us«I anJy with prior apprwal from the District --Engineer. ·- 16. Contractor v,o// be responsible for 111aintaining warning devices, lights and flagmen in accordance with II Wa?K AREA TRAFFIC CONTROL HANDBOOK " published by Building News, Inc., 1982, 8 ~ MANUAL OF WARNING SIGNS, LIGHTS, AND DEVICES FOR USE IN PERFORMANCE OF WORK IJPON HIGHWAYS" issued by II» State of California, D•partment of Public Works, latest edition. UTILITIES, '' CALL ~ Dote Southern Cal Edison 714-835-3833 .Southern Cal Gas 714-634-3/ll Pacific Telep/Jone 714-633-08// Santa Ano Heights Water l/4-545-/060 : • -, Beach Utilities 714-640-222/ ~ Service Alert 48 hrs. ,rior to tJXcavating for underground locating. /-800-422-4/JJ • . .. •. - - COSTA MESA SANITARY DISTRICT PROJECT N, / I /2100-74 • PLAN AND PROFILE FOR THE CONSTRUCT/ON OF TUST/N_-AVENUE PUMPING STATION IN __ 'cjJTHE J,NTERSECTION OF MESA DR I VE _AND: . /.RV /NE A VENUE PROJECT SITE Santa Ana Cowitry Club ~ / County ' City of· ~ Costa .- , - 1 --- ( ~ ► I ! ! I nEL g MAR l -- ,. I n 1-., E 1---~i L-.fil A_• ',/Ji.Jr-L,__~ L.... _ __Ji 8 I I 11 11 . 11 ' I \ LOCATION MAP SCALE 1"•400' ------ I Revisions DescriPtion --- = • • --- - • BENCH MARK: - O.C.S. Bt1nchmalk C.M. 20-70 - In the southeast part of the intersection of Tustin Aveflle _and Mesa Drive; 59 feet southeast of the center line of Tustin Avenue; 38 feet southwest of the centerline of Mesa Drive; 0. 7 feet northeast of the southwest end of a concrete retaining wall, level with the sidewalk. 1976 ele'i 25.871 • NOTICE TO CONTRACTORS: All contractors and subcontractors performing work shown on or related to the6e plans shall conduct their operations so that all persons are provided a safe place to work and the public is protected. All contractors and subcontractors shall comply with the Statt1 of California Dt1partmt1nt of Industrial Relations, Division of Industrial Safety and Ht1alth, ."CONSTRUCTION SAFETY ORDERS.• The Dislrict Engineer shall not bt1 responsible in any way for the contractors and subcontractor s compliance With th••• orders. -_ -- Contractor further o~ee6 that htl shall ossum, •olt1 and comp!•• responsibility for job site conditions during the course of canslru&lion of this project, including safety of all persons and propttrty; I/lat this requirement shall apply continuously and not be limited to normal working hours; and that the contractor 6/lall d1fend, m•mnify, and hold the Costa Mesa Sanitary District and the District Engineer harmlt1ss from any and all liability, real or t1llt1gt1d, in connection with the performance of work on this prqec, axcepting for liability arising from the sole nt1gligenct1 of the CO$/a Mesa Sanitary District, or t/M District Engineer. <-/ -The uistence, approximate location and extent of any underground -utilities or structures snoi,n hereon have been obtained by a st1arcll ' of the avai/abltt rt1cords. Th• contractor is requirt1d to toke due precautionary measures ta prO#lct t/Je utility lines shown and aqy other lines not of record or not shown. If the contractor, while performing the contract, discovers utility facilities not shown hereon, he shall immediately noflfy the District Engineer in writing. I , , ~ -. ,_ ·~ , I ' t I I "'AS -BUILT" 7-5-83 ; ' . - > - • Project N!l 11/2/00-74 ENGINEER, SHEET I COSTA MESA SANITARY DIST. TUSTIN PUMPING STATION RELOCATION 8 REMODEL OF s • •• Nim, r.DNTRIIC'IDR lU ~RIil H£V. PRIii TD r.Dll~TRlltllDII Fll I FIim u,~nN, IIIIINEL nm o· v.t.P. IX1~1 I!" 1:.1.P. 'ID 11MIDN I lD 1£ AEillllDilll l ===- ~PEtlAL PROVl'>IIlNi FDR OPEN CUT'J IN IRVINE ~\JENUE: NJ. '>lREH Cllll'>lRUIITICN i REPIAt:El'ENT or ~llllll ~JR[[I ll'IPRDVEl'l£Nn 1D 8E MADt UNDER THE DIRE&TIOM Df I TD THE tATl'iFAtllDN DF THE E.M.A. Ui'iPEtTBK. '1\,/ll '>Al:~ CEIIEllT ~LURR1 IIALKFILL ~AAI.L B! ll'>I.D IN All OPEN tUl'> AND 'illALL !IE PL>.CED WlllllN 24 MDUR~ AFTER TRENCHING. tHIN!l or lllE. TR[Nr.H ~HAU B[ DF Hl&H BUALl1Y AND TD THE TDT/\L '>AW,FAtllllN OF TIil E.M.A. llll'iP[&lDR. r.H ,,!EEL PLATINll ~HAil Ill llll lHE ~or, ~ITT BEFORE TMl lRElltUlll& M!llN~ .. PlATI~ 'IHAll llE PINNED DR l([D WHEN PIAl!D, ' .t. PATJ:M PflllANENT MAlERIAL ,,HAil BE ll.l'>TALlEI) TD Fllll'lll GRAD£ AND TD THE ~Tl?TACT!Illl DF THE £.1'1.A. PECTilR IIIDT LA!ER 1HA11 lW □ WDR)(IIIB DA1~ AITTR lHE '>l UI\R~ llACRfllL HA'> &EEN PlAI:ED, DNTRAtTDR ~JIAU BE RI\PDll'>ll!l[ FDR AD~UITIIIS FINl'>H !JI\ADE Of JI!.. PAlCH DUE 1D 'i£TILEIIEll1 CO!'ll'IEIIClNB D U'n lHAII ID WORKIIIG DA~~ AND CDMPI.E1/NG 110 LAlER THAN 2D WDR~!Nr. DM'> MlER A.t. PAlr.H IN~lAUAlllll ; PR11VID£D Al!IIVE. ALI WORK ~HALL e.E DONE TB lHE WllfAtllllN OF Tlll E.11.~ lll~PEt TOIi. OPEii lREH&Hl\ 111 & COV[RlD !,J 5 P.1'1. EAJ:ll !IA,. Oll~lROC.lJON TD Ill PHMED '>Utll lllAl THlll Will r,r ND Ml!IE THAN I OPEN lWl&H Ill IH11HI DI 11\E'>A Ill AN, lll1l RV/NE A,ENUl I l'\[',A D~E TD BE COLD PLANED Nm TD f,UTTU. t Z:AP wn~ D.1' A.&., THUi FD5 ',[Al. 111£,.JKIP[ IJIIIIIII 1ll AlllA 1111111:AU.ll DI Till. PIAII~. OIW>ED AlllA etlll1oll 4111TH • SlAlR lYPE ~II CDUPUIIS t111+'>1. to· I.D Ill.I? n.ANza:D DIii !.ND rn Ulit ID" C.lP w" IIIIWIZE 111111:11 llllUl'Ullli " 111, ID, i. Tu--~ cu;; t, CDNtRrn: lHllll'il llLDCK ,.....,..... ,--·, s .... ~ ·-·--~,-.,.,.. ..---' + '."!' V ~ 0 0 r r.-DUUl\ll EWlllRIC l'lWl l(AIVE l:IIN'i. NlW CIWINII fll! If' VJ:.P. ( ◄ ;a.FT. IEARIII; AREA 11N ~L I C.. 'IG" IME EJ.allW .It,. l" j ll l EffiT. ~ llR II ~ I ·11 ~ I II "' II DITAIL 1 • t'tl~l MANHDLl ..CAlE 1/t.", I' tllNIRl\tT'l)T\', XIITI, ·, All EXCAVAlllllji lO 11£ ml'lllED WITH M -.ar.11 'iLIIRI\Y ~Ill~ __ -" - tllNll 1 □" l.0. D.I.P. _ nANr.ED ON[ END~ Ul'il 1 D" Cl.I!, Pllll: I AIAll)IIK ■ PLM:E DETAIL t • TIE INTO EXl'>T. MAIN won, IIT TIME Of TIE·IN M" PllUi VAlVI. IN ELDEN ',TATIDN VALVE VAUI.T "U\I IIE CLOUD. / I f / 1----+--+1---+-1----1----+--+ too· _ .......... _.___..., 1_·_..._1 -· -ii I /) ___ 11----l---l-1---+-1--,01"-+---+-........!J'---,rr -t-+--H----+----l ll1KIII& • I •~ 'i!'ru.1 cf· e·c.1 Pll',To\, PD IIITAII' 1M ll!T. 11T. ~.W. 'IDbE PlACED TD THE ": ..,-1 1',fAtllDN OF~ £.M.A • IIHl'I I io 'I:' ~~ , -SI, ' ~','[ P.P. / . IM CDN'IT. llUlllllll1. PANEl PER 'ill t. , ~" .... -~ .''. ...~,. ~!r.· ~y ' "' --.. 'I) • ~o/'t>" ... '"@ ~ , >-~ . ~.1111' 1'!1' y = J:7 I ~ . PUMP ~lAl\DN i VAIVE V~l DETAIL\ 'iHT.~. L uv,r. t." A.t. ~A.H. w.o. wAm KAIN I PRDTtCT IN Pl.Atl l ffl',1 8" C.ll. ll'RDlfJ:T II PIAtl II REIUCrl . . .. , . -. . •.· . .. ,, • ":~-:·.:-r-.,. :_< . ,--~ ... ··- I • -... .. .. "-""-., . 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CP3201X LEVEL SENSOR ARRANGE~ENT FLS-4 FLS·3 FLS•2 Fl.§.:1_ _ _ _ _ _ _ _,,./ ----· ------~ ~ == -=~-~--=::.:-=.-= ~ / ~ LEVEL SENSOR FUNCTION SEQUENl E PUMP 1 1 47 HP !i~.OA NOTES: .. 2CB I !iCR-1 21 22 t-~f---:>t--,t-0--.J21 Al _ __ ..._ __ l!M 2 A2 20L ¢Ill 6L I 1 1 1 I I I I I I L I I I I --, I ; : ' I I l \, I ,, I ...... 0 L tTAS J cP3201x---.:7- 4TB a LI II PUMP•z 47 HP !i~.O A LEVEL LEVEL I. CmtU1T CONOfTIOM'. POWER OFF FALLING FLS-1 FLS-2 FLS-3 (I;} ~ <xJ HI LEVEL ©I (!:J ~ ALARM OFF ¢;l a::J ~ ~ (l)J ~ All PUMPS ~ ~ /J, STOP * All PUMPS CJ ~ ~ r,;r,9,gN n&.NT' FLS-4 FLS-5 (t) ~ ©l ~ ~ ~ /J, /J, ~ ~ G CJ RISING HI· LEVEL ALARM ON LA, PUMP STARTS LEAD PUMP STARTS SELECTOR SWITCHES IN "Auro· LIQUID AT LOWE!T LEVEL 2 WIRING SHOWN AS DASHED LINES REPRESENT CONNECTIONS MADE BY CUSTOMER. 3. INTRINSICALLY SAFE RELAYS (ISR) ARE UL. APPROVED FOR ACTUATION BY LOW ENERGY PILOT CIRCUITS EXTENDING INTO HAZARDOUS AREA. !i 7 I • 10 II 12 t!I 14 I !i 111 17 ,. 19 10 &!2 ll 4 es t6 &!7 7L2 HI H2 H4 D "CB _____ IT o--LI -~~"rl'Y'"-O:-:-:----l!N~-N!!!E;JUl)TJ!R~AJ..L_...:__~,__----- X 3 XI N 9 ICR·I 5 (161 SCR-1 1101 3 R-2 " IM-4 tlOI 2M-4 (14) I ---120 v.--- 3 6 OFF ISS HAND AUTO I OL , ·I ' I 8 ~ . 2 ,,,__ .... 0~ 2SS HAND AUTO e o L , -I 12 8 ----o-t i-o----------...-t----g_;:ui=---,.....,~~N:+-< (10) 3TAS ' ~~-Zn, -...19 100 WATT HEATER 5TB 5TB µ2=------------~2 Nl----------~N~ l20VAC TO RADIO TRANSMITTER 2C R-1 I I I f !~ ( i I .__ __ ___., 5 HIGH LEVEL ALARM SIGNAL TO RADIO 'TRANSMITTER 3 RUN TIME METER 2,2,2,e PUMP "2 RUNNING 2,2,2,9 RUN TIME METER 2 13 14 N (J, 111 I " 8 N II 14 N I I I 3 ISR ~d AC AC I I I I 1 21SR DI I I I • I DI OFF I 6TB 6TB I C o-+---1-+----1 I I I -I --I --., I I ~ I I I I I -:--r-°;-_j HIGH LEVEL · 1::, FLS-S ALARM -i------, I I I I I T ~ .. l LAG PUMP ON I -(;} FLS·4 1 I I t -~--,LEAD PUMP ON I FLS-3 t I ~ ----+ ------, 2 AC I o l!=...----------i-<l I I I i' -~---~--~ 6TB I I I I _ F_LS·I FL5·2 PUMPS I ISOLATED SECTION 1oF ENC LOS URE SEPARATES LOW l ENERC.Y c1qcuITs FROM POWER AND I CONTROL CIRCUITS (SEE NOTE 3) I REDUNDANT LOW OFF I LEVEL CUTOFF I I HAZARDOUS AREA (CLASS I, DIV. I 1GROUPS C&D I NE:MA 4 ENCLOSURE: 42 X 30 X a· U.L. APPROVED -COSTA MESA SANITARY 01 STRICT •A'>· BU Ill' • tLEtlR\tAL DIAI:.RAM lll'>TIN PUMP '11ATIDI RE:MDDEL -i '>HEtr 'A' OESCRIPTIOfrrf J.>'-lfl ,..iL'\118l R ' QTY t-·LYC."I CORPOllATION NOMWI\LK CONN 088&9 F404 DUPLEX CONTROL FOR FM A PP ROVED PUMPS ORA'lf!NG NO R[V 2 1 ' C B A .~·:· .• ,;,_, t-~, ............ --., :i i i , . ' ti I I f I - I • I •"-.... • I • " l.l,61. l"'\Jl..l.. ~x > \ • - \~. , ' . -.~,,,...,,..-----• . ---, ---, , ___ ,.._c,~~:~x-·r s-z -·- --. __ c,,;:-·· .. ---,,.-----------~-----··---~ ------.,--.•·--"-.. --- _••«A-.,--·•·, ----·4;,i,t• . ::=:i;:"IJt''--__ ...,. ___ ,, --:-:: __ -: i--J.A.Me..PI-A.T"iS---~~i::;:,d.L£ --• - , , ----=etJM r: r,4,,N¢1.-:-• -~ •• ·' • ,:il~ ~"'~ .. co _--1 . "•' . --.:rr-.. , .. ,, VI',..-_. -1t4-~ic; .. • .---:1 J.:11,._• -"'.t" v.AIJ\/" .,.~021--~12.~,p 1----' r'\:....,....~ ·J -·-:7;:, .· ;~ -4.c -· T~f ,~u I 4AM L_'---'-- ' . ' >--~--•~,·-.:. "~-\ ~~-r1',Ne . . -~ -ruMf' N.."I ..... ----=i::;, -::J-+A..r,JQ~-ol""F~JTO:=====~ .c.:..:~-j"'LJMt' N•,e .... --~~ ·.-FlJMf ~:MAlN _:;z.,-;;;;;: _ -, L, ,..,._, • -'"" ... ., ..... -. . . ---· --------~ -.. ,,..Vl'"II ---···------~· _,._,,______ •••• , ,--------------- ---1/ - -Mot!> FJ.~L. ---~ ....... -~ :..,;~:~~---;· ~-:·'~- 0 . . . -. -,, ' ·- I ~I~ MAIN- TI a ·.;•"' ► . . L-~J-i==~ ,_ : I'-< PU f'l,~ 11-"-I/ -•• -I_,. l"f:fi,pf - . -~=-N•T-~• ----l,,. .. f'-·--· -···-~MFE E NOTES• ---~------------__________ :, -----· -~, ~,.. -----4<D NIACI BOB ACHZiliER, SOUTHERN CALIFORNIA EDISON co •• 7.14/97'-li-491~ UT •. .5WS, .. ~__f--*--lr---,o..l"Yll'--o-~[;l---\---------. • © _ :;:~: ~:~~~N•:x~~=~:~~ :~::~~~~□ KILLARK oas =tts7«t,tlffi866. -L ··-~ ••• --l-_.-:-..•. -., :::_r.•_··.1,.'A· ~,:·· .. ·--...1 ,11! ~l!Jf'~ i.u_ CONDUIT lW CABLE CONNECTIONS SHALL BE IN ACCORDANCE 1111TH NEfflA 6 STANOARDS. .. -~UPPLY CABLE·, • 3 #6 POWER, 2 #10 THERfflAL SUIITCH, 1 -#l!GR □UMJ.---·-----Z.C,,.f· - ~INDOW WITH WIRE GLASS IN FRDNT Of SERVICE IIIETER. • _·. s.~,J~~~~~~E~~uIPIIIENT rR011 ExI_:TING PlJJ! CllNl'ROL CENTE_'l A~ INSTALL}~ NEIil ~--"-~ '6 • )IIHERE EXISTING DEVICES AR£ TO BE ABANOIJNEO, THE BOXES, tDNOUlTS, lllIRES, FITTINGS ,., .. i,-::J:rc. THAT ARE NO LONGER ACTIVE SHALL BE REIIIOVED BACK .. TO THE PANEL OR LAST ACTIVE ".-''.,J'jtt:V ICE. PLUG ALL UNUSED OPENINGS IN BOXES AND ELECTRICAL ENCl;llSURES. ALL fflATERIAL .cJ;,· AND EQUIPMENT SALVAGED mom THE EXISTING SYSTEM SHALL REMAIN THE PROPERTY OF THE .. i::l:C. _ .QWNER .. THE £ • .C. SHALL DEPOS1T THESE SALVAGED IIIAT.ERIALS AND EQU!PfflENT IN ST.DBAGE , fl'i!', • AREAS PER THE OWNERS INSTRUCTIONS.· THE E. C. SHALL SCHEDULE ALL SHUT-DOWNS SO THAT ,: ,;::· iTHERE IS NO lNTE.R_RUPTION-,TO ~HE NORIIIAL OPERATION llf THE. FACILIT_Y. . ... , 7 I II ~ ,,-i: r.f.' .·-~ ----~-:'2. C::.P:,-1 I p----· ::=."Z.G,fZ.~ -• --.L..-----o--- a) c:v N Tt?:O L. ~~---DJh ~BAJv1 -OAT[ •• . RF.Vl~HlN ' ' "-· I . c~--1 • /. ···-- , I _,, -••••--•~'" -n-•••-• ~ .-···-···· ----"' . I ~,., ' ,, )',,. ' ---·-.. I ' ' ck-- . ' ' j -' '-~ .......... _ -r.'•. ~''-. l . ~-rJ 'l ,, ~--~'-'--"-.;....,._;.;.;;;;;:;._,._..;,,.....,;...;... ... +-.~-~.~11--'-\-1L_-_ ' :L • ----. t. : ) . ......._ _______ __ . " -. , I _,a:,11:;. • --·•------------· ~-----·-·-- --~-~J~;!_::: __ ·~1:=~~J;E;===~.:.1~-tri_:l;::·="~li~o;t:;·_~1~21t;;:_ -~-~-~-.. ~-~. ~~....2.LJ....f::::::.. _ _J_..!::::X.~QL-:;,®' •• t ••• -•• ==t-t,r.,;,,~ ----==== . l_ I TI IT / / l·lf.·83 ,-t CHANnrn ICR·I I -j,~ T'(f' -~ :=::::.:.-.' -1.,1 -..r.l "'"'---·,," 'A ___ _, ,t>...-., . ,• -- .,,.,,.--7" .. f'INl?t+ <:iol~ , / ~~,tt-------------.-:~tjt ~z,"cWl''C-4:,;f~ --·--------- -JU~T1N AVENUE PUMP ~TATlllN REI.IltATillN iREMODEl. . • r \ ·--, Appendix 3.3 Eldon Avenue Pump Station As-Built Plans ., -;~,: ' >>'.f i: ~;f r • ~ • i .. f f :{, ; j ! ' . }-~ ~-"'? $ E --<-,. __ ;,~J ;, ,, ~ -' .. t· ,c# ---;:: PLAN ESTIMATE OF QUANTITIES ltemNJ Description Ouantlty I 18-LD. Fores Main {Tech ite.) 3243L.F. 2 Modify Existing 60"1.a Special Manhole /Plastic Lin«D /Each 3 Class "B"Concms 771rusf Blocks 9 C.Y. 4 Connllt:lions 'lb Exislina Force Main 2£ach 5 Concrels Vault, Val..-.s, Appur/Sfl(JflCIJ6 a Comlsdion To Existing Pump Slolion Lump Sum 6 Aggrsgals Bsdding ~80 'lbns 7 Adequafs sheellng,shoring, a bracing a.s ,squired Lump Sum 8 30"1.D. Slee/ Casing If .. thick walls) l43L.F. GENERAL NOTES I. Afl Sflwer construction shol/ conform to the Standards of th11 Costa Mesa Sanitary District and shall be complfltfld to the satisfaction of thfl Olstrlct Englnt1flr. • 2. Stationing refers to the ct1nft1rlinfl of propos11d sew11r force 111(1in. $. ManhQles shall be brick or prflcost concretfl as manufoctur11d by Associot11d Concrfllfl Products, Inc., or approvfld t1qual. Sew11r manho/11 framt1 and covt1r shall btl Alhambra F(JUndry A-I270 or approvfld equal. 4. Clay pipfl joint compound sholl bfl •cp1-2•, ':JC-60". M11chanicol compression joints shall bt1 •wEOGE-LOCK", "SPEEO·SEAL MAINLINEuor approved 11qual. In no cast1 will jointing mott1rial using neat Portland Cement, mortar or grout be permitted. 5. Contractor shall obtain o pflrmil from th11 City of Cos fa Mesa Sfrflet0flparlmt1nt prior to starting work. Request for ·,nsp11ction by lht1 District Engin11er shall bt1 made 48 hours in advance of pt1r- forming a_ny work. Telephont1 (714) 556-5400, 6. Contractor shall be responsible for maintaining warning devicfls, lights, and flagmfln fn accordance with "Manual of warning signs, lights, and dfl11ic11s for use in pflrformance of work upon Highways• Issued by thfl State of California, Ot1portment of Public Works, /97$. UTILITY COMPANIES: Pacific T11!11phon11 -{7/4) 6:,3-0811 So. Collfornio Edison -(714)8:,5-$8" So. California Gos Co. -(714)5$8-0211 Colla MtlsoCounlyWofflrDisl.-/714/556-52/0 SontoAnoHtlightsWotuCo. -(714/545~1060 CITY Project Nfl /112100-3.J ANO PROFILE FOR THE CONSTRUCT/ON -SANITARY SEWER FORCE MAIN IN MESA OR/VE, NEWPORT BLVD. 8 FAIR OR/VE FOR t: .. :=, .... .. ~ ,,,. ~ ls. "' .. ~ .. ELDEN AVENUE PUMPING STATION . '-':'-': STA !2+89.14- ,<>. ~ / END OF CONSTRUCTION Nflwporf Blvd. ~ " .... ~ .. ... LOCATION MAP -SCALE: , •• :soo' \ " .. q 1-w w :,;: "' STA o•oo / BEGIN CONSTRUCTl,.;;.OmNoij t EXISTING PUMP~,, OF • BENCH MARK "b,." center of curb return at northeast corner of Fair Drive and Orange County Fair Main Entrance. City of Costa Mesa Oalum. • Bench Mark Nil /06 Elevation:: 67.80 NOTICE TO CONTRACTORS The existence ond location of ony underground pipes or structures shown on these plans ore obtained by a search _ of the ovolloble records. To the best of our knowledge there ore no known existing utilities except os shown on these plans. The contractor Is required to take due precaut- ionary measures to protect the utility lines shown ond ony other lines not of record or not shown. If the contractor, while performing the contract, discovers utility facilities not shown in the plans, he sholl immediate/y notify the district enginesr, in writing. Engineer:Costa Mesa Sanitary District Approved: ffiR'N&k cf'. ~ Oonold E. Stevens R.C.£. /1066 • • OF COSTA MESA, ORANGE COUNTY, CALIFORNIA -~---·--·--· --------· -·---------.--~--~-------------------- 1· 'I (EldQ.n Ava. P.s ... Forc::.e Mein) SHEET I OF 6 1 o•~. :;/)--- ;~:_;:-,.= -. ;,.~--' -~:;~s:_ ~~1;.:~·: .;..#-'!~-tf'-. • < -'•".&? • .,. • '..a-~-:·::':' i I I I I ~ 24 SQ. ""T· i' 10+.1a.4:?t e.c. ,' ANG1...-E: POIII.IT ... Ill 1 ----------- , , !5Wli.ET W~ i!il J ! .l!' • N. 49 COl'JSTRUCTION NOTES (D CONST. 18" J:'0'2CE: MA.l t-.J .® @ 12" FOl:!CE. MAIN-Sl!E. w/ e,.,.. PA'="> -'foe.1: JO IN l!O >< ll!IT. CONl5T. VAULT l!l"EiE=T I!>. @ ..JOIIJ PUMP tSTA.TION~ !5&1=- 30" 1.0. ,&T&E:L.. © -(l) ll>JSTALL CONST. C.ONCl:aeTE: THRUST SHEiCT & FO~ Olli-TAIL.. <:;A.SI NG <l" "l'\,,\\C.l<C WAl.L) BLOC:!<:. (Ali!.cA AGA.I NS, !!1t<0<0 I C•••"9 f ~ { m 0~ ec>AIN<&. ev .JACW:.I t,J(i UN015TURB&O SOIL. A'o &"OWN.) UI .. .. Tr.an'llition 8 .. ., g .. Ill ' • • g t l i 1, ... • 6 i1'. §... t:i rnl!l1n --- .ORI VE .2 I-0 .. --,_ " u .. :l .. 2 1- -Ill 0 2 1o .u 82 .. • / 3 --~-- (( l ---. - 30"1.0. STEE:1.. CASING -'-- -; --·---.··-··.-- 11 e & , » 5 --. ----------~~--------~-------------. __ ....:_ __ -__ .;.. __ .,. __________ ..,. -~-------·-·----S-·;;::_-b ·---·-~ •• ~. -~~--------~~-----~~,· ---.-------;c----------.-----,---__ --,. '-.. •----""--•-----L -=·•"}-"·_· ~--. PROl=IL.E SCALES . ------· ---~-~--•~ -·---"'--------co-cc-:--c--o-cc-"-~••- -·-----• ---c------." -----"--: ___ ; ____ ·· _-• - ----ts~---. ~ »' __ ._._!-__ ., __ • l -,--· -----~. ----~-. . -.. 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PQJ"'T • Oati!I ... Ii 18" For-cci t,. I ta• QG,I )'3• Ji.11 8'2S.oo 1 L• 2.C.O,"l'O' T• t.•l..4,4' 22 Main 21 .i_ -- C:ONSTl:lUCTION NOTES :(j) co N!!i T . 1e· FO RC e -@..JOl ~ E:XlST. 12,. MAIN (TECH\TlaS). FORCE, MAI >J THRUST l!UaE, I!! M E: E: T e l-0CK5 (AR l:A ·.(!) CONST, CO>JCRETe ____ A•0"2.0 11 1 4!)0 R• !10!>2.50' 1212.&21 ec..421 U>JDISTUl21!,&D SOIL ---------------- c::_ M" A.c.P.-.. A.NGL..I= POINT ' l c ___ ·.:::::..--+;_c_~_C,r_·_= --T - _; ___ -, 4- ····-----,,_, __ ,,,_ ----'-i---~--- ------~--,;-----;_-------i---_-_-_-_----_---~--------------------------~-~~-----~------ -!-- ----~~-· -'"· -•ce-· .•• .,, ---------- -·-~----+·--:-r--.,.-,----~ ----:-: ----. ·"- . ___ . _____ .. __ -- --------. --------------- ----------~J -. ~ ·--~-----------~----i------,-----:;-::- --~:: =~-_-_: -__ : __ :_e_r:_'i'_f-il_a•--llloUf.----J;_,.,.. __ "*•'I" . --~-~ :::~:;~ ------. ~ -~~·-.--. -~---· , ·d~--~-~~• ,_ . . . ' --- ""!'"'---_ ------.• '· • ' :; --:. 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(transf l \._ 9" • 0 I ';t---------------------------------r ---- ·Eaisting Curb Face--~ - ------·----------- ® , , ------------------' -t""---, ' ---------------- ~' ·~ I @@--I I '.-~-I I .() : . 00 14'-o" 11-6" @ A~ I I ' ® ' <i>-111 s1 :~: :. ,1_-:;.: . , ' .,, .. c,..: ', -------·-· . 0 N + 0 C 0 I ... _ .,.,. ·-(,· :~ :a: .· ::,., • 9" 'b • I ., . .,, _, J<) 20°-0" ------- --""'+...:---~""' -1~--------,---E-11isting 1211 C.I. _Force Ma_in __ _;;----------~---mr---fic_=i1t----1--1--,:;_-,., ,--------'-1 -hr~~ Existing Paving tQ be replaced--, 00 F.L Ellisting Curb and Gutter to be replaced-, ', ~ :_v:.• . ·-. ( :,:1.. ~-. :, . . ·.;· •: ·_<J·: ·; :_:h •. -t.":'~ ' :::-~·; j &>,. ... • :_:~{: Vo:: :\\@, :,;i_:f: ·'. '. 1.·~:: JS·.: 7.5 Sq.Ft. }}( 11-611 ••• -... ,.....'-+.'--'"1 ~-:·~.: 9 i.,_:- -~_-: ;~~ .--~•:: . : ·• :·-:• .'Ii;. :• ;c ::t. ... . . : ! "" :, ·: ,:. q: ·..o. .-.• : ; ii: • I,. •• :. ':~ ;• •<1._'; .... t.. ;:_4; '' , .... ,;, .. --~.:~: < t/ ~: \ ~ f \: ·~/~}~ti ~ { Section A-A of the Valve Vault Scale, t"=l'-011 Eev, 'b -,,!, ---@ • 0 _, .... Elev. 49.00 -----,f-"'=-"-"='- !o 'b _, -.. L:.9 ~~ ' "'-. ---"'-Existing Gate -""'Sea Sheet 5 for Section B-B _..,. ____________________ E_xi_·st.,.ing By-Pass Connection-(-;;,<' I ~ ·-~,-+-...,..,,......---,,.,,,..-P_Es,,.c_R_l,,..PT.,.l,,..ON,,,,_=-,~,,.-,,-=---+--M-F_G_'R ___ M_o_oE_L_ ~ -~ ) PIPE-1B 1.D,CML&EpoxyCoatedwitblBxB 1.0.CMLB,Epoxy -~~ // 1--::-2--+:Pl:':'PE='-=:',e=ir.1,'=D"', CM==-L-=accc==M""c=-,-. ------------4--_--+-----I -...,_/ 3 4 5 6 7 8 COUPLING ADAPTER-1B 1.0. Flanged PIPE-IB J.D..CML a Epoxy Coated VALVE-1B I, D, FlanQ&d Eccentric, Worm Gear Actuated PIPE-I8 l,D.CML_S,CMCwlth6 1.0,CML&CMCTeeBranch PIPE REST -4 C.I. with ea .. Plata One End and Pipe Clamp One End Smith-Blair, Inc, Type !113 OeZurik Corp. Model 1532 Fdry A-609 Co. Ltd, ves ~ •' .,, - 9 10 BEND-14 I.D. Flanged C,1.45°Short Body Plan of Force M in Connection to the Existin Elden v nue Pum Station 11 VALYE-14 1.D, Flanged Eccentric, Worm Gear Actuated 12 13 14 15 16 17 1B 19 20 21 22 23 24 BLINO FLAIIIGE-for 14. 1.0, Flanged C.I. Pipe VAULT-8xl4x7 HoightlD.Concrete,QulkHI SUMP DRAIN -14 Ola, Hole FUled with Brawl GRADE RING-36 1,0, Concrete FRAME and COVER-36 1.0. Manhole THRUST BLOCK-Concrete, minimum area agalnatundiotur 1olla11hown PIPE-1B 1.D.CMl,8CMC.wilhl2 LD,CML&CMCTee.Branch GATE VALYE-6 1.0., Nan-Ri1ln9 Stam, Iron Bodi', Flanged, A.W,W,A.C-500Speco 1251bs VALVE BOX-Concrele with E1ten1ionPlpe PIPE-6 1.0, Flanged C.I. 6 Long B1nd-6 1.0. Flanged CJ. 90" Long Body PIPE-6 1.0,Galv.Threaded Both Enda with Screw-On Flange Ona End COUPLING-6 1.0. Bronze Quick Connecting 25 GRADE RING-24 I.D. xl6 Long Concrete 26 FRAME and COVER-24 1.0, Manhole 27 PIPE-I LO.CML .. : . , ., 28 Coupli119-Flexlblel2 1.0. ,. •• . , _, •t .. ·, 29 GATE VALVE-12 1.D., Non-Rising Stem, Iron Body, Flanged, A.W. W.A. C-500 Specs 125 lbs 30 PIPE-12· 1.0, C.I. OeZurik Corp. Model 1532 - NiPV-9114 - - Alhambra Fdry A-1251 Co.Ltd. --• Brooks Prod, 4-TT Serlu Inc. Gates Rubber NI 723!1-92 Co. - illambra Fdry A-1270 Co.Ud, - -- -- I':!! 31 32 33 34 35 36 37 38 . t Mesa Drive Cl~S,BleIION MEG'R MQ'2~L. COUPLING AOAPTER-IZ"LO. Flanged Smith-Blair, Inc. Type 912 FORCE MAIN-18"1.D. Techlte • - AGGREGATE BEDDING -. - Pll;'E-IB I.0.CML e, CMCwith ,,._,la: CML!l,CMCRaducer 8, --1B J.D. CML a CMC Wye Bronch Pl~ 1,0:CML acMC. .. i; .. -'.' • . -" , , " ,,, -- PIPE-12"1.D. CML 8CMC with 12'" 1.0,CMLa CMC 1N Branch ~ -.. - LADDER-Gal~. --. .. ,, ' - COUPLING-Flexible 18 1.0. Smith-Blair, Inc, Type411 - . -~- ' 0 0 • 0 ~ , . .. ~ 7 In field 2'-4" :t l 7 I Sheet 5 of 6 • r _• _.· l c~lstlng 6 High ~in L~~ ~enc~~~ • • _ ~~.,.---•-•~-------• -•--•-~_,.,._._ ....... ,.,..,.,.,or-,~ ............. ._._,.,_.,..........._""l"--!--l-wo ~---~ ,_ .---.. ---; --~-• Q--..-_,.. • .,._.._ • ..,.,.,,~_,__,. _ _,._, • ._ • .,. ... -...,,.-_.,,..., •• ._,,_ _ _.,......_.. o_,............,;--.,i_.,.....,~......,._..._,._...,._,-.,_.Q ! I Ri9htofWoyLine--~----------------------·•-1t'-1t----~vr----_--e:_xis_t_in_g_Thr_u_•t_Bloc_~------...-- i II' ---' ' I~-® 'b --" _, .• r.' .,.c I 'I . . --------___;.---~ I'.'\ -----------*l_N+-"fra=~PumpStation -----•• ,_ ------------1-- f:-;j ---• -:;;._.... ---I I I',_ '\,_ "\ .._..-.~,,_~,.--) ,-_;-::::;:-_~\ ~ ! ~?__--:;:;~~___,_ · 1/ ;i I ~;""-.. ,_~.,~ 00 ....---1'---.. -If ' ' ---Hein'" I ' --: _ _--• .. • ( --+:i, ) \ :::-~-+---1 'ltt-fl"Oll)PumpStatian • -'~/ V I i I • ·.• .• .. ·. . ( /I ' I \ I (,,, ,__t --- _;._ --,»--_,,;/7----1--Existing sr:f 1.0. Special Manhole \)f ' );/ ) ', to be Modified (See SectionsC-C Ex __ ilti119 48" I.D. Std Manhole·\.~\. U. \.._11 __, '~~·Remove nd for Temporary By-Poss · ___ _.,. · 1 and 0-0 this Sheet) ,'-;: , _ /,/ "'\ Connecti01 and Plugged when By-Pass Station 32+89.14 / I ',. is Remov, lBric\c. _, Mo.-tar· P\u~) '-/ j Verity in Field r- •·•.:'-.· _.. I I ··.I '~~·Eaisti119Thruat8ack -6.c -l . I .. -- . I . I I Existi119 2 Gas Main--°' 1 I --~-if""'aaii-iiiiiiiiiiiii;a;-iiii_....._;;;a;;;;a: ... ;;a;;;;,;;aa-$,$$-;iiiiiiiiii=iiii.:,;;:,;;;.....,.;a;;;a,!s'--iai-l!sH;i-a,c=------liiiE':::I· -------~=$aaa.-..:;:,sa,""""'""""'------ I I 'b ., UI F j -·. ;, I I I I t---.. ld'""-P.S-.... I I ' I I 1 I E1tiati119 CUrb Face---" I I --· -------.Pion of Force Main Connection to 6011 I.D. Special Manhole I ~Cale: i"• 11·0" ,---ExiatincJ Curb and Gutter to be replaced Finished Surface-, ' I I /' 'b ~ - @ tian 22+6!5 60 <g;>ssq.Ft. \ -+I 'b 'I<, l2 Sq. Ft.@--- E11isti"9 12" C. L Force Main CutandPlug-----' ~, (Brick• Mortqr) Plan of By-Poss Connection Station 22+65.60 • Scale: t"•l'-0" ;!Sq. Ft.@--. I @) Section B-B of By-Pass Connection Scale: ¾"• t'-o" , ,, Exiatin9 Shelf-, 77 11 ,,. ---Raise Eltiati119 Manhole Frame and Cover ,/ ' '-Exiati"IJ Shelf dify as Necessary ~ection C-C of the 6d' I.D. Special Manhole NOTE: THE GRADE 6 MANHOLE RINGS, MANHOLE TOP, SHELVES 6 CHANNEL TO SPRING LINE OF THE 60uLD. SPECIAL MANHOLE INTERIOR SHALL BE PLASTIC LINED WITH AMER-PLATE OR APPROVED . ------__________ ...__ ..... ' ' ' ,Eaiating 24"V.C.P. Sewer Main,' Scale: ¾"• l'-d' / IC " Exiati119 Shelf-- EQUAL ,-~~iseExisti"9 Manhole Frame and Cowir ,,- _,. _ -• -ExlstincJ IO"C.I.P. Water Main ··O I NOTE: SEE SHEET !5 FOR MATERIAL LISTING I ' Sc:ale: f "s 1'·0" Sheet 6 af 6 Appendix 4 Design Criteria STANDARD PLANS AND SPECIFICATIONS F R THE C NSTRUCTION F SANITARY SE ERS COSTA MESA SANITARY DISTRICT ORANGE COUNTY, CALIFORNIA Occupancy Abbreviation *Average daily flow Apartment Buildings: Bachelor or Single dwelling units Apt 150 gal/D.U. 1 bedroom dwelling units Apt 200 gal/D.U. 2 bedroom dwelling units Apt 250 gal/D.U. 3 bedroom or more dwelling units Apt 300 gal/D.U. Auditoriums, churches, etc.Aud 5 gal/seat Automobile parking P 25 gal/1000 sq ft gross floor area Bars, cocktails lounges, etc.Bar 20 gal/seat Commercial Shops & Stores CS 100 gal/1000 sq ft gross floor area Hospitals (surgical)HS 500 gal/bed Hospitals (convalescent)HC 85 gal/bed Hotels H 150 gal/room Medical Buildings MB 300 gal/1000 sq ft gross floor area Motels MB 150 gal/unit Office Buildings Off 200 gal/1000 sq ft gross floor area Restaurants, cafeterias, etc.R 50 gal/seat Schools: Elementary or Jr. High S 10 gal/student High Schools HS 15 gal/student Universities or Colleges U 20 gal/student College Dormitories CD 85 gal/student Zone Coefficient (cfs/Acre) Agriculture ----------------------------------0.001 Residential*: R-1 --------------------------------------------0.004 R-2 --------------------------------------------0.008 R-3 --------------------------------------------0.012 R-4 -------------------------------------------- 0.016* Commercial: C-1 through C-4 ---------------------------- 0.015* Heavy Industrial: M-1 through M-4 -------------------------- 0.021* exceed the coefficients shown * Use 0.001 (cfs/unit) for condominiums only Estimated Average Daily Sewage Flows for Various Occupancies *Multiply the average daily flow by 2.5 to obtain the peak flow Zoning Coefficients * Individual building, commercial or industrial plant capacities shall be the determining factor when they *Multiply the average daily flow by 2.5 to obtain the peak flow 2 bedroom dwelling units Apt 250 gal/D.U. 3 bedroom or more dwelling units Apt 300 gal/D.U. 2018 LOS ANGELES COUNTY PER 1ST PLAN CHECK COMMENT, USE 5,000 GPD/AC FOR EX 9.7-ACRE PARKING LOT FOR AUTOMOBILE CLUB EAST OF SUSAN STREET clubhouse athlete accommodations I ) -II 1 ) - I ) I l l l I ) ' ) )I I J I Costa Mesa Sanitary District Wastewater Master Plan Update 7 easements. After reviewing flow coefficients from other districts, Land Use Population statistics for the City of Costa Mesa, Zoning and Development Codes for the Cities of Costa Mesa and Newport Beach, and the County of Orange, it was decided to use the flow coefficients from the prior Master Plan but apply them to the net areas of the parcels. This change reduces the total expected flow from the land uses by between 20 and 25 percent, which is in general agreement with the reduced flows per capita measured by OCSD over the last few decades. The flow coefficients are shown below in Table 4. Table 4: Land Use Flow Coefficients Land Use Ultimate Build-out Density Sewer Flow Coefficient (GPD/Acre) Commercial 5,000 Industrial 3,500 Public/Institutional/School 2,525 Streets 0 Parks/Golf Course 200 High Density Residential (30 DU/A) 4,625 Medium Density Residential (15 DU/A) 2,525 Low Density Residential (8 DU/A) 1,545 Storm Inflow/Infiltration 800 The Costa Mesa Sanitary District boundaries include approximately 10,555 acres, including 1155 acres of commercial land use, 1054 acres of industrial land use, 4122 acres of residential land use, 560 acres of golf courses and 1584 acres of public land uses. A breakdown of the General Plan Land Uses is included in Table 5 below. Table 5: Costa Mesa Sanitary District Land Uses Land Use Type Land Use Code Acres Commercial Center CC 101.16 Commercial-Residential CR 47.81 General Commercial GC 690.90 Neighborhood Commercial NC 40.49 Regional Commercial RC 148.66 Urban Center Commercial UCC 126.33 Total Commercial 1155.36 Industrial Park IP 675.44 Light Industrial LI 378.83 Total Industrial 1054.27 High Density Residential HDR 849.79 SECTION 2 -DESIGN REQUIREMENTS 2-1 Design Criteria (a) M,n,mum Size -The m,n,mum size for sewer mains shall be 8 11 and for laterals 611 • (b) Sewer Slope -Minimum pipeline slopes shall be: Pipe Size (Mains) 8 inch 10 inch 12 inch 15 inch 18 inch 6 inch (laterals) Grade 0.40% 0.28% 0.22% 0.16% 0.12% 2.0 % (c) Pipe Capacity -Pipelines shall be designed to carry estimated peak flow as follows: 18 11 or smaller -flowing 1/2 full 21 11 or larger -flowing 3/4 full (d) Manholes -Manhole construction is required at the following locations: (1) at changes of slope (2) at changes of direction (3) at changes of pipe size (4) at junction of laterals larger than 6 inches (5) at intervals not exceeding 350 feet (6) at termination of sewer mains (7) at special 1 ocations as designated by the District Engineer Elevation drop through manho 1 es sha 11 be 0.10 foot minimum. 2 Appendix 5 Sewer Monitoring Report Site Report September 3, 2024 Customer Name: Fuscoe Engineering Inc. Site Address:~88 Fair Dr Costa Mesa CA 92626 United States Site Name: Fair Dr MH 104411 Access: MH is south of address, located on grass area next to sidewalk on Fair Dr System Type Sanitary Storm Combined X Install Date: September 3, 2024 Install Time: 08:20 Map Traffic Safety Gas O2 H2S CO LEL 20.9%0ppm 0ppm 0% Flow Meter Meter Depth (in): 112.99" MH Coordinates: 33.663981, -117.906248 Meter SN: FD10033 Avg Measured Level (in)9.69" Avg Measured Velocity 1.90FPS Multiplier 1.00 Notes Slow to moderate open channel hydraulics with some turbulence due to inflow from lateral. Traffic Safety Used arrow board, cones & signs in accord w/site-specific CATTCH requirements. Land Use Residential Commercial Industrial Trunk X Manhole Depth (in)147.00" Monitored Pipe Size (in)24" Inner Pipe Size (in) (In/Out)24"/24" Pipe Shape Round Pipe Condition Good Manhole Material Lined Silt (in)0.00" Sensor Offset (in)34.01" Sensor Dist. to Crown (in)9.01" Flow Direction West Sensor Direction Downstream Page 1 of 2 Site Name: Fair Dr MH 104411 lJTILllY SYSTEMS SCllNCE & SOf'TWARE I I Site Report September 3, 2024 Customer Name: Fuscoe Engineering Inc. Site Address:~88 Fair Dr Costa Mesa CA 92626 United States Site Name: Fair Dr MH 104411 Site Before Install Sewer Map Installed Downstream Downstream Pipe Size Page 2 of 2 Site Name: Fair Dr MH 104411 lJTILllY SYSTEMS SCllNCE & SOf'TWARE Site Report September 3, 2024 Customer Name: Fuscoe Engineering Inc. Site Address:~2675 Irvine Ave Suite E Costa Mesa CA 92627 Site Name: Irvine Ave MH 119942 Access: MH is south east of address, located on west lane of Irvine Ave System Type Sanitary Storm Combined X Install Date: September 3, 2024 Install Time: 10:15 Map Traffic Safety Gas O2 H2S CO LEL 20.9%0ppm 0ppm 0% Flow Meter Meter Depth (in): 231.36" MH Coordinates: 33.658253, -117.884842 Meter SN: Avg Measured Level (in)5.47" Avg Measured Velocity 2.69FPS Multiplier 1.00 Notes Moderate to rapid open channel hydraulics Traffic Safety Used arrow board, cones & signs in accord w/site-specific CATTCH requirements. Land Use Residential Commercial Industrial Trunk X Manhole Depth (in)260.00" Monitored Pipe Size (in)21" Inner Pipe Size (in) (In/Out)21"/21" Pipe Shape Round Pipe Condition Good Manhole Material Lined Silt (in)0.00" Sensor Offset (in)28.64" Sensor Dist. to Crown (in)7.64" Flow Direction Northwest Sensor Direction Upstream Page 1 of 2 Site Name: Irvine Ave MH 119942 lJTILllY SYSTEMS SCllNCE & SOf'TWARE I I I Site Report September 3, 2024 Customer Name: Fuscoe Engineering Inc. Site Address:~2675 Irvine Ave Suite E Costa Mesa CA 92627 Site Name: Irvine Ave MH 119942 Site Before Install Sewer Map Installed Upstream Upstream Pipe Size Page 2 of 2 Site Name: Irvine Ave MH 119942 lJTILllY SYSTEMS SCllNCE & SOf'TWARE Site Report September 3, 2024 Customer Name: Fuscoe Engineering Inc. Site Address:~2675 Irvine Ave Suite A2 Costa Mesa CA 92627 United States Site Name: Irvine Ave MH 120016 Access: MH is east of address, located on left turn lane at traffic light of Irvine Ave and Mesa Dr intersection System Type Sanitary Storm Combined X Install Date: September 3, 2024 Install Time: 12:28 Map Traffic Safety Gas O2 H2S CO LEL 20.9%0ppm 0ppm 0% Flow Meter Meter Depth (in): 208.87" MH Coordinates: 33.65855, -117.884436 Meter SN: FD10082 Avg Measured Level (in)4.78" Avg Measured Velocity 2.02FPS Multiplier 1.00 Notes Slow to moderate open channel hydraulics Traffic Safety Used arrow board, cones & signs in accord w/site-specific CATTCH requirements. Land Use Residential Commercial Industrial Trunk X Manhole Depth (in)237.00" Monitored Pipe Size (in)21" Inner Pipe Size (in) (In/Out)21"/21" Pipe Shape Round Pipe Condition Good Manhole Material Lined Silt (in)0.00" Sensor Offset (in)28.13" Sensor Dist. to Crown (in)7.13" Flow Direction Southwest Sensor Direction Downstream Page 1 of 2 Site Name: Irvine Ave MH 120016 lJTILllY SYSTEMS SCllNCE & SOf'TWARE Site Report September 3, 2024 Customer Name: Fuscoe Engineering Inc. Site Address:~2675 Irvine Ave Suite A2 Costa Mesa CA 92627 United States Site Name: Irvine Ave MH 120016 Site Before Install Sewer Map Installed Upstream Uptream Pipe Size Page 2 of 2 Site Name: Irvine Ave MH 120016 lJTILllY SYSTEMS SCllNCE & SOf'TWARE Site Report September 3, 2024 Customer Name: Fuscoe Engineering Inc. Site Address:~1691 Mesa Dr Newport Beach CA 92660 United States Site Name: Mesa Dr MH 105877 Access: MH is southeast of address, located on left turn line at the traffic light of Mesa Dr and Irvine Ave intersection System Type Sanitary Storm Combined X Install Date: September 20, 2024 Install Time: 18:00 Map Traffic Safety Gas O2 H2S CO LEL 20.9%0ppm 0ppm 0% Flow Meter Meter Depth (in): 125.97" MH Coordinates: 33.65841, -117.883936 Meter SN: FD10076 Avg Measured Level (in)2.00" Avg Measured Velocity 2.28FPS Multiplier 1.00 Notes Slow to moderate open channel hydraulics Traffic Safety Used arrow board, cones & signs in accord w/site-specific CATTCH requirements. Land Use Residential Commercial Industrial Trunk X Manhole Depth (in)146.00" Monitored Pipe Size (in)12" Inner Pipe Size (in) (In/Out)12"/12" Pipe Shape Round Pipe Condition Good Manhole Material Lined Silt (in)0.00" Sensor Offset (in)20.03" Sensor Dist. to Crown (in)8.03" Flow Direction South Sensor Direction Upstream Page 1 of 2 Site Name: Mesa Dr MH 105877 lJTILllY SYSTEMS SCllNCE & SOf'TWARE Site Report September 3, 2024 Customer Name: Fuscoe Engineering Inc. Site Address:~1691 Mesa Dr Newport Beach CA 92660 United States Site Name: Mesa Dr MH 105877 Site Before Install Sewer Map Installed Upstream Upstream Pipe Size Page 2 of 2 Site Name: Mesa Dr MH 105877 lJTILllY SYSTEMS SCllNCE & SOf'TWARE 2024.07 Fair Dr MH 104411: 09/03/2024 thru 09/20/2024 Report Date: 09/26/2024 Customer: Fuscoe Group: Snug Harbor Surf Park Site: 2024.07 Fair Dr MH 104411 -Leve l (i n) -Ve locity (fps ) -Flo w (mgd ) -Rain (in /hr) 25 3 2.5 20 2 15 "Tl 0 ~ Qi Q) 1.5 ::, > C. (I) ....J ~ 0 (") ~ 10 1 5 0.5 0 -'---.------.-------,-------,-------,-------,--------,--------.---------,-'-0 9/4/2024 9/6/2024 9/8/2024 9/10/2024 9/12/2024 9/14/2024 9/16/2024 9/18/2024 9/20/2024 2024.07 Irvine Ave MH 119942: 09/03/2024 thru 09/20/2024 Report Date: 09/25/2024 Customer: Fuscoe Group: Snug Harbor Surf Park Site: 2024.07 Irvine Ave MH 119942 -Leve l (i n) -Ve locity (fps ) -Flo w (mgd ) -Rain (in /hr) 21 3 2.5 16.8 2 12.6 "Tl 0 ~ Qi Q) 1.5 ::, > C. (I) ....J ~ 0 (") ~ 8.4 1 4 .2 0.5 o _._____,-----.-----.-----.-----.-----..-----..-----..-----..-~o 9/4/2024 9/6/2024 9/8/2024 9/10/2024 9/12/2024 9/14/2024 9/16/2024 9/18/2024 9/20/2024 2024.07 Irvine Ave MH 120016: 09/03/2024 thru 09/20/2024 Report Date: 09/26/2024 Customer: Fuscoe Group: Snug Harbor Surf Park Site: 2024.07 Irvine Ave MH 120016 -Leve l (i n) -Ve locity (fps ) -Flo w (mgd ) -Rain (in /hr) 21 2.5 12.6 1.5 "Tl 0 ~ Qi Q) ::, > C. (I) ~ ....J 0 (") ~ 8.4 1 o _.__..-------.--------.--------,---------.-------.-----,-----.-----.-~0 9/4/2024 9/6/2024 9/8/2024 9/10/2024 9/12/2024 9/14/2024 9/16/2024 9/18/2024 9/20/2024 2024.07 Mesa Dr MH 105877: 09/20/2024 thru 10/07/2024 Report Date: 10/08/2024 Customer: Fuscoe Group: Snug Harbor Surf Park Site: 2024.07 Mesa Dr MH 105877 -Leve l (i n) -Ve locity (fps ) -Flo w (mgd ) -Rain (in /hr) 12 3.5 3 9.6 2.5 7.2 2 "Tl 0 ~ Qi Q) :::, > C. (I) ~ ....J 0 (") 1.5 ~ 4 .8 2.4 0.5 9/22/2024 9/24/2024 9/26/2024 9/28/2024 9/30/2024 10/2/2024 10/4/2024 10/6/2024 Velocity (fps)Level (in)Flow (gpm) Average 1.611 7.215 600.748 RainFall Inches Maximum 2.320 11.240 1504.400 Minimum 1.010 4.450 187.550 9/26/2024 2024.07 Fair Dr MH 104411 10 1500 8 z- Ti 0 ~ "Tl "Cl 6 1000 ~ C: ('Cl ai > Q) ....J 4 500 2 9/04/2024 9/05/2024 9/06/2024 9/07/2024 -Velocity -Level -Flow ~I .IS~ Velocity (fps)Level (in)Flow (gpm) Average 1.560 7.120 573.206 RainFall Inches Maximum 2.500 11.190 1397.500 Minimum 0.930 3.830 134.580 9/26/2024 z- Ti 0 ~ 12 10 8 ~ 6 ('Cl ai ai ....J 4 2 9/09/2024 2024.07 Fair Dr MH 104411 1400 1200 1000 800 600 400 200 9/11/2024 9/13/2024 -Velocity -Level -Flow ~I .IS~ Velocity (fps)Level (in)Flow (gpm) Average 1.549 6.965 555.329 RainFall Inches Maximum 2.140 9.080 988.060 Minimum 0.820 2.980 82.350 9/26/2024 2024.07 Fair Dr MH 104411 10 1000 z-6 600 Ti 0 ~ "Tl "Cl ~ C: ('Cl ai > 4 400 Q) ....J 0------------------------------------------'~0 9/16/ 2024 9/18/ 2024 -Velocity -Level -Flow ~I .IS~ 9/26/2024 3:00:57 PM 9/3/2024 thru 9/20/2024 c = ai > Q) _J 12 10 8 6 4 2 2024.07 Fair Dr MH 104411 ■ ■ ...... ■ ·····-■ ■ ■ ■ ■ ■ •• ~-■ rt/IA._,_ !lllli ,,,_,,.. ■ ■ .... ■ ■ ■ ■ ■ ■ ■ 0---l--------------------------------------------------~ 0.0 0.5 1.0 1.5 2.0 2.5 Velocity (fps) Velocity (fps)Level (in)Flow (gpm) Average 2.385 4.875 468.121 RainFall Inches Maximum 2.720 6.230 686.860 Minimum 1.880 2.790 162.330 9/25/2024 2024.07 Irvine Ave MH 119942 8 800 6 600 z- Ti 0 ~ "Tl "Cl 4 400 ~ C: ('Cl ai > Q) ....J 2 200 0---------------------------------------~o 9/04/2024 9/05/2024 9/06/2024 9/07/2024 -Velocity -Level -Flow ~I .IS~ Velocity (fps)Level (in)Flow (gpm) Average 2.362 4.752 448.462 RainFall Inches Maximum 2.780 6.220 668.680 Minimum 1.850 2.820 163.810 9/25/2024 2024.07 Irvine Ave MH 119942 6 600 z- Ti 0 ~ "Tl "Cl 4 400 ~ C: ('Cl ai > Q) ....J 2 200 9/09/2024 9/11/2024 9/13/2024 -Velocity -Level -Flow ~I .IS~ Velocity (fps)Level (in)Flow (gpm) Average 2.361 4.653 436.202 RainFall Inches Maximum 2.820 6.460 704.240 Minimum 1.870 2.680 151.260 9/25/2024 2024.07 Irvine Ave MH 119942 8 800 6 600 z- Ti 0 ~ "Tl "Cl 4 400 ~ C: ('Cl ai > Q) ....J 2 200 0-1----------------------------------------'~0 9/16/ 2024 9/18/ 2024 -Velocity -Level -Flow ~I .IS~ 9/25/2024 10:21:16 AM 9/3/2024 thru 9/20/2024 c = 2024.07 Irvine Ave MH 119942 8 6 4 2 ■ ■ Ill ■ ■ ■ lfJa • .......... 'Iii ■ ■-.-. ■ ■ •• •• ...... .... ■ 0-1---------------------------------------------------0.0 0.5 1.0 1.5 2.0 2.5 Velocity (fps ) Velocity (fps)Level (in)Flow (gpm) Average 2.031 4.823 385.121 RainFall Inches Maximum 2.380 5.600 545.420 Minimum 1.150 3.730 230.150 9/26/2024 2024.07 Irvine Ave MH 120016 4 400 z- Ti 0 ~ "Tl "Cl ~ C: ('Cl ai > Q) ....J 2 200 9/04/2024 9/05/2024 9/06/2024 -Velocity -Level -Flow ~I .IS~ Velocity (fps)Level (in)Flow (gpm) Average 2.021 4.779 378.182 RainFall Inches Maximum 2.380 5.480 524.010 Minimum 1.800 3.780 237.410 9/26/2024 2024.07 Irvine Ave MH 120016 4 400 z- Ti 0 ~ "Tl "Cl ~ C: ('Cl ai > Q) ....J 2 200 9/09/2024 9/11/2024 9/13/2024 -Velocity -Level -Flow ~I .IS~ Velocity (fps)Level (in)Flow (gpm) Average 2.012 4.747 372.964 RainFall Inches Maximum 2.380 5.600 545.420 Minimum 1.260 3.620 213.060 9/26/2024 2024.07 Irvine Ave MH 120016 6 600 4 400 z- Ti 0 ~ "Tl "Cl ~ C: ('Cl ai > Q) ....J 2 200 0-1----------------------------------------'~0 9/16/ 2024 9/18/ 2024 -Velocity -Level -Flow ~I .IS~ 9/26/2024 3:00:01 PM 9/3/2024 thru 9/20/2024 2024.07 Irvine Ave MH 120016 6 ■ ■ ■ 4 c = ai > Q) _J 2 0-1------------------------------------------- 0.0 0.5 1.0 1.5 2.0 Velocity (fps) Velocity (fps)Level (in)Flow (gpm) Average 1.741 1.431 43.278 RainFall Inches Maximum 2.795 1.770 83.210 Minimum 0.500 1.180 9.680 10/08/2024 2024.07 Mesa Dr MH 105877 2.5 80 2 z-60 Ti 0 ~ "Tl "Cl 1.5 ~ C: ("Cl ai > 40 Q) ....J 1 20 0.5 9/20/2024 9/20/2024 9/21/2024 9/21/2024 9/21/2024 -Velocity -Level -Flow ~I .IS~ Velocity (fps)Level (in)Flow (gpm) Average 1.721 1.537 47.444 RainFall Inches Maximum 2.900 1.970 91.200 Minimum 0.400 1.170 7.490 10/08/2024 2024.07 Mesa Dr MH 105877 2.5 80 2 z-60 Ti 0 ~ "Tl "Cl 1.5 ~ C: ("Cl ai > 40 Q) ....J 1 20 0.5 9/23/2024 9/25/2024 9/27/2024 -Velocity -Level -Flow ~I .IS~ Velocity (fps)Level (in)Flow (gpm) Average 1.752 1.497 47.166 RainFall Inches Maximum 3.152 1.920 112.470 Minimum 0.460 1.190 8.360 10/08/2024 2024.07 Mesa Dr MH 105877 3.5 3 2.5 z- Ti 2 0 ~ "Cl C: ("Cl ai 1.5 > Q) ....J 1 0.5 0 9/30/2024 10/02/2024 10/04/2024 -Velocity -Level -Flow ~I .IS~ Velocity (fps)Level (in)Flow (gpm) Average 1.620 1.474 42.671 RainFall Inches Maximum 2.866 1.910 96.930 Minimum 0.561 1.160 10.540 10/08/2024 2024.07 Mesa Dr MH 105877 2.5 80 2 z-60 Ti 0 ~ "Tl "Cl 1.5 ~ C: ("Cl ai > 40 Q) ....J 1 20 0.5 10/06/2024 10/06/2024 10/07/2024 -Velocity -Level -Flow ~I .IS~ 10/8/2024 9:23:08 AM 9/20/2024 thru 10/7/2024 2 1.5 0.5 ■ ■ ■ •• ■ ■ 2024.07 Mesa Dr MH 105877 ■ ■ ■ ■ ■ •• ■ ■ -■ ■ ■ ■ -■ ■ •• ■ .. •• ■ •• .. •• ■ ■-L ■■ J~ ■ ■ ■■ ... • ■ ""II ■ ■I!.!..~■ •••• ■■ • ■ ............... .... ■ ■ ■ •• ■ ■ • •• ■ ■ ■ ■ ■ ■ ■ ■ ~ ■ 6.!■■■ -■ ■ ■ ■ ■ ■ ....... ■ ■ ... ■ ■ ■ •• ■ ■ ■ ■ ■ -C •■ ■ ■-:. ■ "■!.■=:...-._,.l• ■ ■ ■ .... • --■■..--:..■-.... ~---"■ .... ,. .. , .... • ■ ,._-■ ..... _, ..-• ■ ■-■ ■ ..--•• A ■ ■ , ■ ' •• ■ ■ • .,. • ... ■ ■ ■ ■ ■ ~-•• ■ ■ ■ •• ■ ■ .. -■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ O~-~-~-~--r------,-------------.----- 0.0 0.5 1.0 1.5 2.0 2.5 3.0 Velocity (fps) Date Avg Min Avg Max Min Avg Max Min Avg Max Total Gal Rain 9/3/24 769.84 525.20 1.11 1.49 0.76 1.81 2.20 1.47 8.16 9.14 1,108,575 9/4/24 580.77 187.55 0.84 1.58 0.27 1.60 2.28 1.02 7.07 9.11 836,309 9/5/24 579.30 198.96 0.83 1.37 0.29 1.59 2.12 1.01 7.10 8.93 834,194 9/6/24 589.94 222.22 0.85 2.17 0.32 1.60 2.32 1.07 7.13 11.24 849,519 9/7/24 546.84 240.64 0.79 1.39 0.35 1.53 2.05 1.08 7.02 9.05 787,456 9/8/24 576.48 215.62 0.83 1.38 0.31 1.57 2.21 1.06 7.13 9.18 830,130 Week: 607.20 187.55 0.87 2.17 0.27 1.62 2.32 1.01 7.27 11.24 5,246,183 9/9/24 597.68 186.31 0.86 1.53 0.27 1.56 2.17 0.95 7.34 9.58 860,666 9/10/24 588.02 183.57 0.85 1.35 0.26 1.57 2.05 1.03 7.24 9.28 846,748 9/11/24 590.61 179.70 0.85 1.40 0.26 1.59 2.05 0.97 7.18 9.13 850,485 9/12/24 571.12 214.14 0.82 1.78 0.31 1.57 2.50 1.03 7.10 9.29 822,417 9/13/24 544.05 134.58 0.78 2.01 0.19 1.55 2.17 0.93 6.85 11.19 783,425 Utility Systems Science and Software Statistics for 2024.07 Fair Dr MH 104411: 09/03/2024 thru 09/20/2024 Flow (GPM) Flow (MGD) Velocity (FPS) Level (inches) Report Date: 09/26/2024 Customer: Fuscoe Group: Snug Harbor Surf Park Site: 2024.07 Fair Dr MH 104411 Max Min 1035.31 7.07 1094.81 4.45 948.02 4.70 1504.40 4.92 965.72 4.96 958.78 4.58 1504.40 4.45 1062.04 4.46 936.86 4.43 969.14 4.41 1234.29 4.78 1397.50 3.83 Page 1 of 2 Date Avg Min Avg Max Min Avg Max Min Avg Max Total Gal Rain Flow (GPM)Flow (MGD)Velocity (FPS) Level (inches) Max Min 9/14/24 546.64 194.64 0.79 1.35 0.28 1.53 2.10 1.00 6.98 9.29 787,162 9/15/24 564.88 182.41 0.81 1.35 0.26 1.57 2.06 1.00 7.01 9.04 813,421 Week: 571.86 134.58 0.82 2.01 0.19 1.56 2.50 0.93 7.10 11.19 5,764,325 9/16/24 553.45 132.22 0.80 1.30 0.19 1.54 2.06 0.94 6.97 9.08 796,966 9/17/24 577.93 192.83 0.83 1.38 0.28 1.55 2.04 1.06 7.17 9.04 832,218 9/18/24 587.58 193.96 0.85 1.35 0.28 1.60 2.09 1.02 7.09 8.79 846,118 9/19/24 557.18 82.35 0.80 1.42 0.12 1.55 2.14 0.82 6.96 8.75 802,342 9/20/24 343.76 195.90 0.50 1.13 0.28 1.29 1.85 1.05 5.67 8.16 495,010 Week: 523.98 82.35 0.76 1.42 0.12 1.51 2.14 0.82 6.77 9.08 3,772,655 Totals: 570.34 82.35 0.82 2.17 0.12 1.56 2.50 0.82 7.07 11.24 14,783,162 940.22 4.36 939.43 4.50 1397.50 3.83 903.81 3.67 954.34 4.42 988.06 2.98 1504.40 2.98 937.95 4.54 988.06 2.98 780.91 4.52 Page 2 of 2 ( S GP GcPwsh wexeAMxvw SG w! w"#wTxAATT$w xDaxtaexeAw % &wxDaexaexeA I I I I I I I I I I I I I I I I Date Avg Min Avg Max Min Avg Max Min Avg Max Total Gal Rain 9/3/24 559.31 374.78 0.81 0.90 0.54 2.52 2.67 2.31 5.43 5.96 805,400 9/4/24 464.91 166.40 0.67 0.95 0.24 2.40 2.72 1.91 4.82 5.89 669,468 9/5/24 454.27 162.33 0.65 0.92 0.23 2.36 2.62 1.88 4.80 5.88 654,148 9/6/24 476.23 213.69 0.69 0.99 0.31 2.39 2.60 1.95 4.96 6.23 685,778 9/7/24 440.22 165.74 0.63 0.91 0.24 2.37 2.61 1.89 4.69 5.86 633,918 9/8/24 426.79 184.07 0.61 0.85 0.27 2.34 2.57 1.94 4.63 5.75 614,580 Week: 470.29 162.33 0.68 0.99 0.23 2.39 2.72 1.88 4.89 6.23 4,063,291 9/9/24 454.12 167.83 0.65 0.96 0.24 2.37 2.70 1.90 4.80 6.15 653,930 9/10/24 457.48 172.77 0.66 0.95 0.25 2.38 2.78 1.91 4.80 5.82 658,775 9/11/24 453.31 174.86 0.65 0.91 0.25 2.36 2.64 1.94 4.79 5.92 652,771 9/12/24 460.16 173.16 0.66 0.91 0.25 2.38 2.66 1.91 4.82 5.78 662,629 9/13/24 455.28 175.74 0.66 0.95 0.25 2.36 2.61 1.90 4.80 5.98 655,609 Utility Systems Science and Software Statistics for 2024.07 Irvine Ave MH 119942: 09/03/2024 thru 09/20/2024 Flow (GPM) Flow (MGD) Velocity (FPS) Level (inches) Report Date: 09/25/2024 Customer: Fuscoe Group: Snug Harbor Surf Park Site: 2024.07 Irvine Ave MH 119942 Max Min 622.47 4.36 661.05 2.82 636.60 2.79 686.86 3.27 630.98 2.85 586.48 2.98 686.86 2.79 665.44 2.82 660.28 2.87 633.03 2.87 629.41 2.90 660.41 2.95 Page 1 of 2 Date Avg Min Avg Max Min Avg Max Min Avg Max Total Gal Rain Flow (GPM)Flow (MGD)Velocity (FPS) Level (inches) Max Min 9/14/24 429.64 163.81 0.62 0.96 0.24 2.35 2.61 1.85 4.60 6.22 618,680 9/15/24 410.67 165.38 0.59 0.82 0.24 2.35 2.68 1.93 4.48 5.45 591,361 Week: 445.81 163.81 0.64 0.96 0.24 2.36 2.78 1.85 4.73 6.22 4,493,754 9/16/24 447.82 154.35 0.65 1.01 0.22 2.38 2.71 1.89 4.69 6.46 644,860 9/17/24 457.48 171.20 0.66 0.99 0.25 2.41 2.79 1.91 4.75 5.94 658,770 9/18/24 447.44 158.14 0.64 0.92 0.23 2.36 2.82 1.89 4.73 6.24 644,319 9/19/24 443.02 151.26 0.64 0.90 0.22 2.33 2.68 1.87 4.76 5.93 637,950 9/20/24 325.87 170.60 0.47 0.91 0.25 2.17 2.63 1.93 4.01 5.88 469,254 Week: 424.33 151.26 0.61 1.01 0.22 2.33 2.82 1.87 4.59 6.46 3,055,153 Totals: 448.00 151.26 0.65 1.01 0.22 2.36 2.82 1.85 4.74 6.46 11,612,198 668.68 2.86 571.82 2.78 668.68 2.78 704.24 2.70 683.91 2.89 704.24 2.68 704.24 2.68 640.20 2.74 623.82 2.68 633.28 2.84 Page 2 of 2 ( S GP GcPwsh wexeAgxiw !Gy)w"!)w#$wMMDDAe%w xDaxtaexeAw & 'wxDaexaexeA I I I I I I I I I I I I I I I I Date Avg Min Avg Max Min Avg Max Min Avg Max Total Gal Rain 9/3/24 416.19 230.15 0.60 0.67 0.33 2.07 2.25 1.15 5.08 5.28 599,321 9/4/24 383.19 236.24 0.55 0.76 0.34 2.03 2.38 1.79 4.80 5.43 551,798 9/5/24 385.65 231.56 0.56 0.76 0.33 2.04 2.38 1.79 4.81 5.42 555,342 9/6/24 390.35 261.60 0.56 0.79 0.38 2.04 2.36 1.84 4.86 5.60 562,099 9/7/24 370.09 240.96 0.53 0.76 0.35 2.01 2.38 1.80 4.73 5.41 532,927 9/8/24 361.77 249.35 0.52 0.68 0.36 1.99 2.25 1.82 4.69 5.31 520,954 Week: 384.54 230.15 0.55 0.79 0.33 2.03 2.38 1.15 4.83 5.60 3,322,441 9/9/24 380.34 246.94 0.55 0.71 0.36 2.02 2.25 1.81 4.80 5.48 547,695 9/10/24 381.59 237.41 0.55 0.67 0.34 2.03 2.25 1.80 4.79 5.33 549,490 9/11/24 387.57 239.78 0.56 0.76 0.35 2.04 2.38 1.80 4.83 5.47 558,107 9/12/24 393.38 260.36 0.57 0.76 0.38 2.05 2.38 1.84 4.87 5.47 566,468 9/13/24 375.87 239.78 0.54 0.71 0.35 2.02 2.25 1.80 4.76 5.42 541,249 Utility Systems Science and Software Statistics for 2024.07 Irvine Ave MH 120016: 09/03/2024 thru 09/20/2024 Flow (GPM) Flow (MGD) Velocity (FPS) Level (inches) Report Date: 09/26/2024 Customer: Fuscoe Group: Snug Harbor Surf Park Site: 2024.07 Irvine Ave MH 120016 Max Min 465.94 4.55 524.01 3.77 524.01 3.73 545.42 3.98 524.01 3.81 469.32 3.88 545.42 3.73 495.45 3.86 465.94 3.78 524.01 3.80 524.01 3.97 489.71 3.80 Page 1 of 2 Date Avg Min Avg Max Min Avg Max Min Avg Max Total Gal Rain Flow (GPM)Flow (MGD)Velocity (FPS) Level (inches) Max Min 9/14/24 366.36 242.15 0.53 0.76 0.35 2.00 2.38 1.80 4.70 5.47 527,554 9/15/24 359.86 249.35 0.52 0.66 0.36 2.00 2.25 1.82 4.66 5.27 518,204 Week: 377.85 237.41 0.54 0.76 0.34 2.02 2.38 1.80 4.77 5.48 3,808,767 9/16/24 388.05 239.78 0.56 0.76 0.35 2.03 2.28 1.80 4.84 5.58 558,786 9/17/24 387.59 261.60 0.56 0.79 0.38 2.04 2.38 1.84 4.83 5.60 558,128 9/18/24 368.65 216.76 0.53 0.66 0.31 2.01 2.25 1.73 4.71 5.25 530,849 9/19/24 375.22 213.06 0.54 0.70 0.31 2.01 2.25 1.72 4.77 5.47 540,319 9/20/24 329.41 249.35 0.47 0.71 0.36 1.93 2.21 1.26 4.47 5.54 474,353 Week: 369.78 213.06 0.53 0.79 0.31 2.00 2.38 1.26 4.73 5.60 2,662,436 Totals: 377.84 213.06 0.54 0.79 0.31 2.02 2.38 1.15 4.78 5.60 9,793,644 524.01 3.82 460.90 3.88 524.01 3.78 524.29 3.80 545.42 3.98 545.42 3.62 545.42 3.62 460.90 3.64 487.16 3.62 495.45 3.88 Page 2 of 2 ( S GP GcPwsh weieAMixw !Gy)w"!)w#$wveiivg%w iDaitaeieAw & 'wiDaeiaeieA I I I I I I I I I I I I I I I I Date Avg Min Avg Max Min Avg Max Min Avg Max Total Gal Rain 9/20/24 49.45 24.31 0.07 0.12 0.04 1.85 2.72 1.09 1.52 1.77 71,209 9/21/24 38.81 9.68 0.06 0.10 0.01 1.67 2.79 0.50 1.37 1.50 55,883 9/22/24 39.80 11.10 0.06 0.10 0.02 1.68 2.87 0.52 1.40 1.62 57,318 Week: 42.69 9.68 0.06 0.12 0.01 1.74 2.87 0.50 1.43 1.77 184,410 9/23/24 43.25 7.49 0.06 0.13 0.01 1.49 2.58 0.41 1.54 1.91 62,277 9/24/24 45.98 15.09 0.07 0.12 0.02 1.73 2.70 0.70 1.49 1.72 66,204 9/25/24 44.06 9.77 0.06 0.12 0.01 1.64 2.74 0.49 1.49 1.69 63,442 9/26/24 48.55 11.36 0.07 0.13 0.02 1.65 2.81 0.51 1.61 1.85 69,913 9/27/24 46.28 9.69 0.07 0.12 0.01 1.66 2.87 0.40 1.61 1.97 66,646 9/28/24 76.04 53.44 0.11 0.13 0.08 2.47 2.90 1.77 1.71 1.78 109,495 9/29/24 54.27 24.60 0.08 0.13 0.04 2.00 2.82 1.14 1.54 1.74 78,154 Week: 51.20 7.49 0.07 0.13 0.01 1.80 2.90 0.40 1.57 1.97 516,130 9/30/24 47.45 10.78 0.07 0.16 0.02 1.69 3.09 0.53 1.52 1.92 68,327 Report Date: 10/08/2024 Customer: Fuscoe Group: Snug Harbor Surf Park Site: 2024.07 Mesa Dr MH 105877Utility Systems Science and Software Statistics for 2024.07 Mesa Dr MH 105877: 09/20/2024 thru 10/07/2024 Flow (GPM)Flow (MGD)Velocity (FPS)Level (inches) Max Min 83.21 1.35 70.39 1.18 70.52 1.23 83.21 1.18 91.20 1.17 82.84 1.28 80.25 1.26 87.37 1.32 82.56 1.30 91.14 1.61 88.78 1.33 91.20 1.17 112.47 1.24 Page 1 of 2 l l l l l l l l l l ._________.I l l l Date Avg Min Avg Max Min Avg Max Min Avg Max Total Gal Rain Flow (GPM) Flow (MGD) Velocity (FPS) Level (inches) Max Min 10/1/24 45.99 11.83 0.07 0.12 0.02 1.72 2.81 0.55 1.50 1.72 66,230 10/2/24 45.62 15.39 0.07 0.13 0.02 1.74 2.85 0.72 1.48 1.70 65,699 10/3/24 42.66 8.36 0.06 0.11 0.01 1.59 2.67 0.46 1.47 1.68 61,424 10/4/24 41.60 10.57 0.06 0.11 0.02 1.56 2.62 0.53 1.49 1.70 59,909 10/5/24 42.31 11.15 0.06 0.12 0.02 1.72 3.15 0.54 1.42 1.58 60,921 10/6/24 46.95 10.54 0.07 0.14 0.02 1.75 2.87 0.56 1.48 1.91 67,613 Week: 44.66 8.36 0.06 0.16 0.01 1.68 3.15 0.46 1.48 1.92 450,122 10/7/24 30.86 14.47 0.04 0.12 0.02 1.17 2.50 0.73 1.45 1.83 44,444 Week: 30.86 14.47 0.04 0.12 0.02 1.17 2.50 0.73 1.45 1.83 44,444 Totals: 46.11 7.49 0.07 0.16 0.01 1.71 3.15 0.40 1.51 1.97 1,195,108 85.48 1.29 86.88 1.30 79.41 1.19 77.69 1.27 82.51 1.26 96.93 1.16 112.47 1.16 84.87 1.22 84.87 1.22 112.47 1.16 Page 2 of 2 Appendix 6 Sewer Generation Calculations Snug Harbor (1/2025) Sewer Flow Generation to Costa Mesa Sanitary District (CMSD) Sewer System Proposed Lagoon, Pools, Spa Filter Backwash *Avg Flow Avg Flow Avg Flow Avg Flow (m3/year)(gal/year)(gal/day (gpd))(mgd) Backwash Losses 730 192,846 528 0.000528 Lagoon Operation (Filter Clean & Splashout) 71,895 18,992,650 52,035 0.052035 Spa (0.1% of lagoon area) -19,185 53 0.000053 Pools (1.4% of lagoon area) -268,597 736 0.000736 TOTALS 53351 0.053351 Proposed Clubhouse and Accommodations Size (sf) or Keys (rooms) or no. of showers AVG UNIT FLOW (gpd/Ksf) of (gpd/key) or (gpd/shower)* * Avg Flow (gal/day (gpd)) Avg Flow (mgd) Clubhouse Building (sf)68,478 0.10 6,848 0.006848 Athlete Accommodations (Rms)20 150 3,000 0.003000 Restroom Building 738 0.10 74 0.000074 Showers for Pools/Lagoons (Each)9 54 486 0.000486 TOTALS 10,408 0.01041 **Avg Daily Flow Per CMSD (See Appendix 4) MGD GPD GPM PROPOSED AVG FLOWS 0.0638 63,759 44.3 TOTAL PROPOSED PEAK FLOWS (2.5 PEAKING FACTOR) 0.1594 159,398 111 Use 111 gpm Gallons to Drain for Lagoon (every 2 years)GPM (assume)Minutes to Drain Hours to Drain Days to Drain 5,100,000 649 7858 131 5.5 * Note: Wavegarden evaulations (see Appendix 8) Note:2 Lagoons holds 10.2 million gallons, and each needs to be fully drained every 2 years. I I Appendix 7 Flow Depth Calculations Worksheet for Circular Pipe - 12-inch-capacity Project Description Manning FormulaFriction Method DischargeSolve For Input Data 0.013Roughness Coefficient ft/ft0.0146Channel Slope in6.00Normal Depth in12.0Diameter Results gpm966Discharge ft²0.4Flow Area ft1.6Wetted Perimeter in3.00Hydraulic Radius ft1.00Top Width in7.52Critical Depth %50.0Percent Full ft/ft0.0071Critical Slope ft/s5.48Velocity ft0.47Velocity Head ft0.97Specific Energy 1.542Froude Number gpm2,078Maximum Discharge gpm1,932Discharge Full ft/ft0.0037Slope Full SupercriticalFlow Type GVF Input Data in0.00Downstream Depth ft0.0Length 0Number Of Steps GVF Output Data in0.00Upstream Depth N/AProfile Description ft0.00Profile Headloss %0.0Average End Depth Over Rise %50.0Normal Depth Over Rise ft/sInfinityDownstream Velocity ft/sInfinityUpstream Velocity in6.00Normal Depth in7.52Critical Depth ft/ft0.0146Channel Slope ft/ft0.0071Critical Slope Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 10/9/2024 FlowMaster [10.03.00.03] Bentley Systems, Inc. Haestad Methods Solution CenterSewer Flow-Depth.fm8 Worksheet for Circular Pipe - 12-inch-Existing Project Description Manning FormulaFriction Method Channel SlopeSolve For Input Data 0.013Roughness Coefficient in1.97Normal Depth in12.0Diameter gpm113Discharge Results ft/ft0.0146Channel Slope ft²0.1Flow Area ft0.8Wetted Perimeter in1.21Hydraulic Radius ft0.74Top Width in2.47Critical Depth %16.4Percent Full ft/ft0.0058Critical Slope ft/s2.99Velocity ft0.14Velocity Head ft0.30Specific Energy 1.564Froude Number gpm2,077Maximum Discharge gpm1,930Discharge Full ft/ft0.0000Slope Full SupercriticalFlow Type GVF Input Data in0.00Downstream Depth ft0.0Length 0Number Of Steps GVF Output Data in0.00Upstream Depth N/AProfile Description ft0.00Profile Headloss %0.0Average End Depth Over Rise %16.4Normal Depth Over Rise ft/sInfinityDownstream Velocity ft/sInfinityUpstream Velocity in1.97Normal Depth in2.47Critical Depth ft/ft0.0146Channel Slope ft/ft0.0058Critical Slope Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 10/9/2024 FlowMaster [10.03.00.03] Bentley Systems, Inc. Haestad Methods Solution CenterSewer Flow-Depth.fm8 Worksheet for Circular Pipe - 12-inch-Proposed Condition Project Description Manning FormulaFriction Method Normal DepthSolve For Input Data 0.013Roughness Coefficient ft/ft0.0146Channel Slope in12.0Diameter gpm239Discharge Results in2.85Normal Depth ft²0.1Flow Area ft1.0Wetted Perimeter in1.68Hydraulic Radius ft0.85Top Width in3.64Critical Depth %23.7Percent Full ft/ft0.0056Critical Slope ft/s3.73Velocity ft0.22Velocity Head ft0.45Specific Energy 1.608Froude Number gpm2,078Maximum Discharge gpm1,932Discharge Full ft/ft0.0002Slope Full SupercriticalFlow Type GVF Input Data in0.00Downstream Depth ft0.0Length 0Number Of Steps GVF Output Data in0.00Upstream Depth N/AProfile Description ft0.00Profile Headloss %0.0Average End Depth Over Rise %23.7Normal Depth Over Rise ft/sInfinityDownstream Velocity ft/sInfinityUpstream Velocity in2.85Normal Depth in3.64Critical Depth ft/ft0.0146Channel Slope ft/ft0.0056Critical Slope Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 1/2/2025 FlowMaster [10.03.00.03] Bentley Systems, Inc. Haestad Methods Solution CenterSewer Flow-Depth.fm8 Worksheet for Circular Pipe - 12-inch-REVISED Existing Project Description Manning FormulaFriction Method Normal DepthSolve For Input Data 0.013Roughness Coefficient ft/ft0.0146Channel Slope in12.0Diameter gpm128Discharge Results in2.09Normal Depth ft²0.1Flow Area ft0.9Wetted Perimeter in1.28Hydraulic Radius ft0.76Top Width in2.64Critical Depth %17.4Percent Full ft/ft0.0057Critical Slope ft/s3.10Velocity ft0.15Velocity Head ft0.32Specific Energy 1.573Froude Number gpm2,077Maximum Discharge gpm1,930Discharge Full ft/ft0.0001Slope Full SupercriticalFlow Type GVF Input Data in0.00Downstream Depth ft0.0Length 0Number Of Steps GVF Output Data in0.00Upstream Depth N/AProfile Description ft0.00Profile Headloss %0.0Average End Depth Over Rise %17.4Normal Depth Over Rise ft/sInfinityDownstream Velocity ft/sInfinityUpstream Velocity in2.09Normal Depth in2.64Critical Depth ft/ft0.0146Channel Slope ft/ft0.0057Critical Slope Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 10/17/2024 FlowMaster [10.03.00.03] Bentley Systems, Inc. Haestad Methods Solution CenterSewer Flow-Depth.fm8 Worksheet for Circular Pipe - 21-inch-capacity Project Description Manning FormulaFriction Method DischargeSolve For Input Data 0.013Roughness Coefficient ft/ft0.0024Channel Slope in15.75Normal Depth in21.0Diameter Results gpm3,144Discharge ft²1.9Flow Area ft3.7Wetted Perimeter in6.34Hydraulic Radius ft1.52Top Width in11.75Critical Depth %75.0Percent Full ft/ft0.0054Critical Slope ft/s3.62Velocity ft0.20Velocity Head ft1.52Specific Energy 0.565Froude Number gpm3,708Maximum Discharge gpm3,447Discharge Full ft/ft0.0020Slope Full SubcriticalFlow Type GVF Input Data in0.00Downstream Depth ft0.0Length 0Number Of Steps GVF Output Data in0.00Upstream Depth N/AProfile Description ft0.00Profile Headloss %0.0Average End Depth Over Rise %50.0Normal Depth Over Rise ft/sInfinityDownstream Velocity ft/sInfinityUpstream Velocity in15.75Normal Depth in11.75Critical Depth ft/ft0.0024Channel Slope ft/ft0.0054Critical Slope Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 10/7/2024 FlowMaster [10.03.00.03] Bentley Systems, Inc. Haestad Methods Solution CenterSewer Flow-Depth.fm8 Irvine/Mesa Worksheet for Circular Pipe - 21-inch-capacity-to Irvine-Pump Station Project Description Manning FormulaFriction Method DischargeSolve For Input Data 0.013Roughness Coefficient ft/ft0.0023Channel Slope in15.75Normal Depth in21.0Diameter Results gpm3,110Discharge ft²1.9Flow Area ft3.7Wetted Perimeter in6.34Hydraulic Radius ft1.52Top Width in11.68Critical Depth %75.0Percent Full ft/ft0.0054Critical Slope ft/s3.58Velocity ft0.20Velocity Head ft1.51Specific Energy 0.559Froude Number gpm3,669Maximum Discharge gpm3,410Discharge Full ft/ft0.0019Slope Full SubcriticalFlow Type GVF Input Data in0.00Downstream Depth ft0.0Length 0Number Of Steps GVF Output Data in0.00Upstream Depth N/AProfile Description ft0.00Profile Headloss %0.0Average End Depth Over Rise %50.0Normal Depth Over Rise ft/sInfinityDownstream Velocity ft/sInfinityUpstream Velocity in15.75Normal Depth in11.68Critical Depth ft/ft0.0023Channel Slope ft/ft0.0054Critical Slope Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 10/9/2024 FlowMaster [10.03.00.03] Bentley Systems, Inc. Haestad Methods Solution CenterSewer Flow-Depth.fm8 Worksheet for Circular Pipe - 21-inch-Irvine-Mesa-Exist Project Description Manning FormulaFriction Method Normal DepthSolve For Input Data 0.013Roughness Coefficient ft/ft0.0024Channel Slope in21.0Diameter gpm546Discharge Results in5.60Normal Depth ft²0.5Flow Area ft1.9Wetted Perimeter in3.25Hydraulic Radius ft1.55Top Width in4.74Critical Depth %26.7Percent Full ft/ft0.0047Critical Slope ft/s2.36Velocity ft0.09Velocity Head ft0.55Specific Energy 0.722Froude Number gpm3,771Maximum Discharge gpm3,506Discharge Full ft/ft0.0001Slope Full SubcriticalFlow Type GVF Input Data in0.00Downstream Depth ft0.0Length 0Number Of Steps GVF Output Data in0.00Upstream Depth N/AProfile Description ft0.00Profile Headloss %0.0Average End Depth Over Rise %50.0Normal Depth Over Rise ft/sInfinityDownstream Velocity ft/sInfinityUpstream Velocity in5.60Normal Depth in4.74Critical Depth ft/ft0.0024Channel Slope ft/ft0.0047Critical Slope Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 10/7/2024 FlowMaster [10.03.00.03] Bentley Systems, Inc. Haestad Methods Solution CenterSewer Flow-Depth.fm8 Worksheet for Circular Pipe - 21-inch-Irvine-Mesa-Proposed Condition Project Description Manning FormulaFriction Method Normal DepthSolve For Input Data 0.013Roughness Coefficient ft/ft0.0024Channel Slope in21.0Diameter gpm672Discharge Results in6.23Normal Depth ft²0.6Flow Area ft2.0Wetted Perimeter in3.56Hydraulic Radius ft1.60Top Width in5.27Critical Depth %29.7Percent Full ft/ft0.0047Critical Slope ft/s2.51Velocity ft0.10Velocity Head ft0.62Specific Energy 0.722Froude Number gpm3,771Maximum Discharge gpm3,506Discharge Full ft/ft0.0001Slope Full SubcriticalFlow Type GVF Input Data in0.00Downstream Depth ft0.0Length 0Number Of Steps GVF Output Data in0.00Upstream Depth N/AProfile Description ft0.00Profile Headloss %0.0Average End Depth Over Rise %50.0Normal Depth Over Rise ft/sInfinityDownstream Velocity ft/sInfinityUpstream Velocity in6.23Normal Depth in5.27Critical Depth ft/ft0.0024Channel Slope ft/ft0.0047Critical Slope Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 1/2/2025 FlowMaster [10.03.00.03] Bentley Systems, Inc. Haestad Methods Solution CenterSewer Flow-Depth.fm8 Worksheet for Circular Pipe - 21-inch-Irvine-Mesa-REVISED Exist Project Description Manning FormulaFriction Method Normal DepthSolve For Input Data 0.013Roughness Coefficient ft/ft0.0024Channel Slope in21.0Diameter gpm561Discharge Results in5.68Normal Depth ft²0.5Flow Area ft1.9Wetted Perimeter in3.29Hydraulic Radius ft1.55Top Width in4.81Critical Depth %27.0Percent Full ft/ft0.0047Critical Slope ft/s2.38Velocity ft0.09Velocity Head ft0.56Specific Energy 0.722Froude Number gpm3,771Maximum Discharge gpm3,506Discharge Full ft/ft0.0001Slope Full SubcriticalFlow Type GVF Input Data in0.00Downstream Depth ft0.0Length 0Number Of Steps GVF Output Data in0.00Upstream Depth N/AProfile Description ft0.00Profile Headloss %0.0Average End Depth Over Rise %50.0Normal Depth Over Rise ft/sInfinityDownstream Velocity ft/sInfinityUpstream Velocity in5.68Normal Depth in4.81Critical Depth ft/ft0.0024Channel Slope ft/ft0.0047Critical Slope Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 10/17/2024 FlowMaster [10.03.00.03] Bentley Systems, Inc. Haestad Methods Solution CenterSewer Flow-Depth.fm8 Worksheet for Circular Pipe - 21-inch-Irvine-to Pump Sta-Exist Project Description Manning FormulaFriction Method Normal DepthSolve For Input Data 0.013Roughness Coefficient ft/ft0.0023Channel Slope in21.0Diameter gpm705Discharge Results in6.46Normal Depth ft²0.6Flow Area ft2.1Wetted Perimeter in3.66Hydraulic Radius ft1.62Top Width in5.40Critical Depth %30.7Percent Full ft/ft0.0047Critical Slope ft/s2.50Velocity ft0.10Velocity Head ft0.64Specific Energy 0.707Froude Number gpm3,693Maximum Discharge gpm3,433Discharge Full ft/ft0.0001Slope Full SubcriticalFlow Type GVF Input Data in0.00Downstream Depth ft0.0Length 0Number Of Steps GVF Output Data in0.00Upstream Depth N/AProfile Description ft0.00Profile Headloss %0.0Average End Depth Over Rise %50.0Normal Depth Over Rise ft/sInfinityDownstream Velocity ft/sInfinityUpstream Velocity in6.46Normal Depth in5.40Critical Depth ft/ft0.0023Channel Slope ft/ft0.0047Critical Slope Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 10/7/2024 FlowMaster [10.03.00.03] Bentley Systems, Inc. Haestad Methods Solution CenterSewer Flow-Depth.fm8 Worksheet for Circular Pipe - 21-inch-Irvine-to Pump Sta-Proposed Condition Project Description Manning FormulaFriction Method Normal DepthSolve For Input Data 0.013Roughness Coefficient ft/ft0.0023Channel Slope in21.0Diameter gpm831Discharge Results in7.04Normal Depth ft²0.7Flow Area ft2.2Wetted Perimeter in3.93Hydraulic Radius ft1.65Top Width in5.88Critical Depth %33.5Percent Full ft/ft0.0047Critical Slope ft/s2.62Velocity ft0.11Velocity Head ft0.69Specific Energy 0.706Froude Number gpm3,693Maximum Discharge gpm3,433Discharge Full ft/ft0.0001Slope Full SubcriticalFlow Type GVF Input Data in0.00Downstream Depth ft0.0Length 0Number Of Steps GVF Output Data in0.00Upstream Depth N/AProfile Description ft0.00Profile Headloss %0.0Average End Depth Over Rise %50.0Normal Depth Over Rise ft/sInfinityDownstream Velocity ft/sInfinityUpstream Velocity in7.04Normal Depth in5.88Critical Depth ft/ft0.0023Channel Slope ft/ft0.0047Critical Slope Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 1/2/2025 FlowMaster [10.03.00.03] Bentley Systems, Inc. Haestad Methods Solution CenterSewer Flow-Depth.fm8 Worksheet for Circular Pipe - 21-inch-Irvine-to Pump Sta-REVISED Exist Project Description Manning FormulaFriction Method Normal DepthSolve For Input Data 0.013Roughness Coefficient ft/ft0.0023Channel Slope in21.0Diameter gpm720Discharge Results in6.53Normal Depth ft²0.6Flow Area ft2.1Wetted Perimeter in3.70Hydraulic Radius ft1.62Top Width in5.46Critical Depth %31.1Percent Full ft/ft0.0047Critical Slope ft/s2.52Velocity ft0.10Velocity Head ft0.64Specific Energy 0.707Froude Number gpm3,693Maximum Discharge gpm3,433Discharge Full ft/ft0.0001Slope Full SubcriticalFlow Type GVF Input Data in0.00Downstream Depth ft0.0Length 0Number Of Steps GVF Output Data in0.00Upstream Depth N/AProfile Description ft0.00Profile Headloss %0.0Average End Depth Over Rise %50.0Normal Depth Over Rise ft/sInfinityDownstream Velocity ft/sInfinityUpstream Velocity in6.53Normal Depth in5.46Critical Depth ft/ft0.0023Channel Slope ft/ft0.0047Critical Slope Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 10/17/2024 FlowMaster [10.03.00.03] Bentley Systems, Inc. Haestad Methods Solution CenterSewer Flow-Depth.fm8 Worksheet for Circular Pipe - 24-inch-capacity Project Description Manning FormulaFriction Method DischargeSolve For Input Data 0.013Roughness Coefficient ft/ft0.0011Channel Slope in18.00Normal Depth in24.0Diameter Results gpm3,071Discharge ft²2.5Flow Area ft4.2Wetted Perimeter in7.24Hydraulic Radius ft1.73Top Width in11.13Critical Depth %75.0Percent Full ft/ft0.0047Critical Slope ft/s2.71Velocity ft0.11Velocity Head ft1.61Specific Energy 0.395Froude Number gpm3,622Maximum Discharge gpm3,367Discharge Full ft/ft0.0009Slope Full SubcriticalFlow Type GVF Input Data in0.00Downstream Depth ft0.0Length 0Number Of Steps GVF Output Data in0.00Upstream Depth N/AProfile Description ft0.00Profile Headloss %0.0Average End Depth Over Rise %50.0Normal Depth Over Rise ft/sInfinityDownstream Velocity ft/sInfinityUpstream Velocity in18.00Normal Depth in11.13Critical Depth ft/ft0.0011Channel Slope ft/ft0.0047Critical Slope Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 10/7/2024 FlowMaster [10.03.00.03] Bentley Systems, Inc. Haestad Methods Solution CenterSewer Flow-Depth.fm8 Worksheet for Circular Pipe - 24-inch-capacity-Exist Project Description Manning FormulaFriction Method Normal DepthSolve For Input Data 0.013Roughness Coefficient ft/ft0.0011Channel Slope in24.0Diameter gpm1,505Discharge Results in11.24Normal Depth ft²1.4Flow Area ft3.0Wetted Perimeter in5.75Hydraulic Radius ft2.00Top Width in7.68Critical Depth %46.8Percent Full ft/ft0.0045Critical Slope ft/s2.32Velocity ft0.08Velocity Head ft1.02Specific Energy 0.481Froude Number gpm3,622Maximum Discharge gpm3,367Discharge Full ft/ft0.0002Slope Full SubcriticalFlow Type GVF Input Data in0.00Downstream Depth ft0.0Length 0Number Of Steps GVF Output Data in0.00Upstream Depth N/AProfile Description ft0.00Profile Headloss %0.0Average End Depth Over Rise %50.0Normal Depth Over Rise ft/sInfinityDownstream Velocity ft/sInfinityUpstream Velocity in11.24Normal Depth in7.68Critical Depth ft/ft0.0011Channel Slope ft/ft0.0045Critical Slope Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 10/7/2024 FlowMaster [10.03.00.03] Bentley Systems, Inc. Haestad Methods Solution CenterSewer Flow-Depth.fm8 Worksheet for Circular Pipe - 24-inch-capacity-Proposed Condition Project Description Manning FormulaFriction Method Normal DepthSolve For Input Data 0.013Roughness Coefficient ft/ft0.0011Channel Slope in24.0Diameter gpm1,631Discharge Results in11.78Normal Depth ft²1.5Flow Area ft3.1Wetted Perimeter in5.93Hydraulic Radius ft2.00Top Width in8.01Critical Depth %49.1Percent Full ft/ft0.0045Critical Slope ft/s2.37Velocity ft0.09Velocity Head ft1.07Specific Energy 0.477Froude Number gpm3,622Maximum Discharge gpm3,367Discharge Full ft/ft0.0003Slope Full SubcriticalFlow Type GVF Input Data in0.00Downstream Depth ft0.0Length 0Number Of Steps GVF Output Data in0.00Upstream Depth N/AProfile Description ft0.00Profile Headloss %0.0Average End Depth Over Rise %50.0Normal Depth Over Rise ft/sInfinityDownstream Velocity ft/sInfinityUpstream Velocity in11.78Normal Depth in8.01Critical Depth ft/ft0.0011Channel Slope ft/ft0.0045Critical Slope Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 1/2/2025 FlowMaster [10.03.00.03] Bentley Systems, Inc. Haestad Methods Solution CenterSewer Flow-Depth.fm8 Worksheet for Circular Pipe - 24-inch-capacity-REVISED Exist Project Description Manning FormulaFriction Method Normal DepthSolve For Input Data 0.013Roughness Coefficient ft/ft0.0011Channel Slope in24.0Diameter gpm1,520Discharge Results in11.31Normal Depth ft²1.5Flow Area ft3.0Wetted Perimeter in5.77Hydraulic Radius ft2.00Top Width in7.72Critical Depth %47.1Percent Full ft/ft0.0045Critical Slope ft/s2.33Velocity ft0.08Velocity Head ft1.03Specific Energy 0.481Froude Number gpm3,622Maximum Discharge gpm3,367Discharge Full ft/ft0.0002Slope Full SubcriticalFlow Type GVF Input Data in0.00Downstream Depth ft0.0Length 0Number Of Steps GVF Output Data in0.00Upstream Depth N/AProfile Description ft0.00Profile Headloss %0.0Average End Depth Over Rise %50.0Normal Depth Over Rise ft/sInfinityDownstream Velocity ft/sInfinityUpstream Velocity in11.31Normal Depth in7.72Critical Depth ft/ft0.0011Channel Slope ft/ft0.0045Critical Slope Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 10/17/2024 FlowMaster [10.03.00.03] Bentley Systems, Inc. Haestad Methods Solution CenterSewer Flow-Depth.fm8 Appendix 8 Water Loss Evaluation ANNUAL WATER REQUIREMENTS Based on the above estimations and hypotheses, total annual fresh water requirements are projected to be: Water evaporation – rainfall + other losses = Total annual requirement (15.340.444 gal /year) Table 1.General water requirements estimation for Newport Beach Cove Surf lagoon water loss calculation Totals Gallons Temperature mean (ºC)19 Open water Evaporation Estimate (m3/year) (gal/year)43.184 11.409.377 Wave operation Factor WG 1,45 Backwash losses (m3/year) (gal/year)730 192.867 Average Evaporation Water Loss (m3/day) (gal/year)171 45.281 Operating Water Loss (m3/year)(gal/year)63.348 16.736.463 Annual rainfall (mm)(inch)267 11 Annual rainfall (m3) (gal)5.284 1.396.018 Total Year Water Requirements (m3/year) (gal/year)58.064 15.340.444 Mean total water requirements (m3/day) (gal/day)159 42.029 Average total water requirements not considering Annual fill and no rain (m3/day)(gal/day)174 45.853 Maximum daily August (max average temp) (m3/day)(gal/day)245 64.597 Table 2.General water requirements estimation for Newport Beach Cove considering that water temperature is over 19ºC Surf lagoon water loss calculation Totals Gallons Temperature mean (ºC)19 Open water Evaporation Estimate (m3/year) (gal/year)49.079 12.966.764 Wave operation Factor WG 1,45 Backwash losses (m3/year) (gal/year)730 192.867 Average Evaporation Water Loss (m3/day) (gal/year)195 51.512 Operating Water Loss (m3/year)(gal/year)71.895 18.994.674 Annual rainfall (mm)(inch)267 11 Annual rainfall (m3) (gal)5.284 1.396.018 Total Year Water Requirements (m3/year) (gal/year)66.611 17.598.655 Mean total water requirements (m3/day) (gal/day)182 48.215 Average total water requirements not considering Annual fill and no rain (m3/day)(gal/day)197 52.040 Maximum daily August (max average temp) (m3/day)(gal/day)272 71.811 A NNUAL WATER REQUIREMENTS Based on the above estimations and hypotheses, total annual fres h wate r requireme nts a re projected to be: Water evaporation -ra in fa ll + other losses = Total ann ua l requ irement (16.636. 769 gal/year) Table 1.General water requirements estimation for Newport Beach ove Surf lagoon water loss ulculatlon Temperatute mea11 (!!C) Open water Evaporation E.s.tlm.a te {ml/year) (gaVyear) Wave ope,r;,1tion Factor WG B;ickw:i sh losses (m3/'(1}:ir) (gaVyc;ir) Avet.:ige Evaporatlol'l Water Loss IM3/day) (gaVyear) Operating Water Loss (m 3/vear)igaVvearl Ann ual rain fa ll (mm )(in<:h) Annu.i1 r.1in foU (m3) (ga l) Total Yea r Water Requ ireme nts (m3/year) (gal/year) Mean total water r equirements (m3/day) (gal/day) A verage tota l water requirem ents not consi d ering Annual fill ar d no rain (m3/day Maxtmum da i ly August (max average tempJ (m3/dayJ(gal/dayj T I/day) als 19 '13..007 l.4S 730 191 70,340 33S 7.370 62.970 173 193 zn Gallons L2.683A91 192.867 50.337 18.S83 .929 n 1.947,160 1 6.636.769 45,580 S0.915 7L81l • Appendix 9 Pump Station Evaluation Pump Station Flow Analysis for Costa Mesa Sanitary District PS Name Pump Station/ Location Description Service Area ID Pipe ID Land Use Areas (acres)LDR MDR PI Land Use Flow Contribution (MGD) Modeled Average Flow (MGD) Modeled Peak Flow (MGD) Total Inflow (MGD) Modeled Total Flow (MGD) Modeled Total Flow (GPM) Pump Station Capacity (GPM) 10 219 140136 CR: 27 HDR: 2 MDR: 3 CR: 0.14 HDR: 0.01 MDR: 0.01 0.155 0.330 0.031 0.361 250.7 10 220 140135 LDR: 41 MDR: 127 PI: 8 LDR: 0.06 MDR: 0.32 PI: 0.0 0.386 0.766 0.174 0.941 653.2 Total PS10 0.765 1.561 0.286 1.847 1282.6 3750 Total PS10 (Inc PS11)1.752 3.380 0.600 3.980 2763.9 3750 Irvine Total PS11 221 140015 F: 1 G: 194 GC: 56 HDR: 31 LDR: 134 MDR: 15 PI: 2 RC: 56 F: 0.0 G: 0.04 GC: 0.28 HDR: 0.14 LDR: 0.21 MDR: 0.04 PI: 0.0 RC: 0.28 0.987 1.818 0.315 2.133 1481.3 1800 12 222 140310 LDR: 0 MDR: 24 PI: 1 LDR: 0.0 MDR: 0.06 PI: 0.0 0.061 0.140 0.024 0.163 113.5 12 223 140251 LDR: 28 MDR: 22 PI: 9 LDR: 0.04 MDR: 0.06 PI: 0.0 0.102 0.224 0.059 0.284 196.9 12 224 140317 LDR: 178 MDR: 34 PI: 17 LDR: 0.28 MDR: 0.09 PI: 0.0 0.365 0.728 0.231 0.959 666.2 12 225 140318 LDR: 1 MDR: 1 LDR: 0.0 MDR: 0.0 0.003 0.007 0.001 0.009 6.2 Total PS12 0.530 1.099 0.316 1.415 982.8 1050 13 226 150532 LDR: 42 42 LDR: 0.07 0.065 0.149 0.043 0.192 133.2 13 227 140424 LDR: 3 3 LDR: 0.0 0.005 0.013 0.005 0.018 12.8 13 228 140451 LDR: 62 MDR: 5 PI: 3 62 5 3 LDR: 0.1 MDR: 0.01 PI: 0.0 0.109 0.239 0.070 0.309 214.6 Total PS13 0.178 0.401 0.118 0.519 360.6 550 14 229 135690 LDR: 5 PI: 1 LDR: 0.01 PI: 0.0 0.008 0.022 0.008 0.030 20.9 14 230 135696 LDR: 22 PI: 0 LDR: 0.03 PI: 0.0 0.034 0.082 0.027 0.109 75.6 Total PS14 0.042 0.104 0.035 0.139 96.5 269 South Coast Plaza Total PS16 238 139209 HDR: 0 LDR: 8 LI: 2 MDR: 8 PI: 2 HDR: 0.0 LDR: 0.01 LI: 0.01 MDR: 0.02 PI: 0.0 0.041 0.098 0.023 0.120 83.5 100 19th. Street Total PS17 231 135860 HDR: 6 LDR: 0 PI: 1 HDR: 0.03 LDR: 0.0 PI: 0.0 0.030 0.073 0.008 0.081 56.2 150 Iowa Total PS18 232 138811 LDR: 0 MDR: 10 PI: 0 LDR: 0.0 MDR: 0.02 PI: 0.0 0.024 0.060 0.008 0.067 46.7 110 Sea Bluff Total PS19 233 149414 MDR: 6 MDR: 0.01 0.014 0.037 0.005 0.041 28.7 160 Santa Ana 23rd. Street California Elden --------------- --------------- --------------- --------------- --------------- 9/20/2022 STATIC HEAD 23.92 ft FM MATERIAL DIP OUTLET WEIR 24.42 ft ROUGHNESS CONS.140 LOW WTER 0.50 ft DIAMETER 10.46 in FRICTION HEAD 10 in SIZE FITTING LENGTH/NUMBER EQUIV. LENGTH (ft)TOTAL (ft) 10"90º1 18 18 "45º1 7 7 "CHECK V 1 80 80 "PLUG V 2 170 340 "TEE THROUGH 2 12 24 "REDUCER (8"-10")1 7 7 "REDUCER (10"-12")1 7 7 10"PIPE 18 1 18 TOTAL LENGTH 501 TDH 10in Q(GPM)H/100'L/100 Hf Hs TDH (ft) 500 0.12 5.01 0.61 23.92 24.53 1000 0.44 5.01 2.20 23.92 26.12 1500 0.93 5.01 4.67 23.92 28.59 2000 1.59 5.01 7.96 23.92 31.88 2500 2.40 5.01 12.03 23.92 35.95 3000 3.37 5.01 16.87 23.92 40.78 3500 4.48 5.01 22.44 23.92 46.35 4000 5.74 5.01 28.73 23.92 52.65 4500 7.13 5.01 35.74 23.92 59.65 5000 8.67 5.01 43.44 23.92 67.35 1350 0.77 5.01 3.84 23.92 27.76 Velocity=5.04 ft/s IRVINE PUMP STATION - PUMP 1 9/20/2022 IRVINE PUMP STATION - PUMP 1 Irvine Pum p 1 300.00 = Pump Hea:I (ft) System Head (ft) 250.00 _ 200.00 !:. .,, 150.00 "' ~ :,: 100.00 50.00 ::r:-=e..- 0 .00 0 500 1000 1500 2000 2500 3000 3500 4000 4500 Fl ow(gpm) :::i:-: '{ IN o; f'. ', . p,,,.,,,.,,,,-r-o ~ Ptz, ,,,/• 1i<ee1-1 R.,,~ ~ """""' -PERFORMANCE CURVE NP3202.090 M1 ...... ·-· '°"""""" ....,. 2007--0l -26 OASO-lt'lineLS 63-&it"'----o ' l··-=.1-= 1·~ "'""' 60 H'W.Ot ......... "°""""""" """8t--hp 316mm ......... """"""' 90.5 '1ft 9 1.0 % 9~"' ~T ~ 420 A """"'' .,_ ""' I • -.... o,:rA """"""· 72 A ~ I O to I 10 oou,vm •un= """" ,_ ""'5IES YQl.l AOI! ..... , ...... .....,,,_ 1170 rpm GOHz. ) •eov 0 ,o,_ .... ....,.,.,._., ,__ 0.60 -....,.,,.. l ,u~ "°'" -....... 2 ,.,,1 .-,-...,......,--,-..,.......~~~.-.-...,......,-.-~~~, I ffi :t=t=t=t=t=t __ =t_=i-:1=_1~~-~:t=1~j~j=1=~=l=t=i j ! ~ ~ ~1:::1::t::t::::t:5!1 Frtttt 111i-rtttt, .. -1--.. -+-+-+--+--l--1-+-+--+-1-+-+-~:-+-+-+-+-+-1 I : MY~ ~ HEA0(JC! V'f.f'I,· ~ ·~ O,.C,. ~ ..... 7 .... (lllt.O) 1-19 -A O • NPSHre _, 100 r EFF. 8C , •• 1%1 .. .. 1.# .. .l.--UL.l-.l.---l--l-~1--1---1--4-1--1-+--l-l--l--+~::--1---, .. ,. I 10 .i--...1.~-.l.:.-I-....L....Ji-..L..-l--'-l--'---l--'-+---'--+.....J'-+--'::-:0:+ -0 O O 500 1000 1f00 :!QOQ ~ 1000 ¥00 4000 ,4500 [USgpm) FLOW NPStn • N,.,._.3.., • ""'• Ol>'l'.-00-.I _.,. ,.,.~..-...,-. ..... ~ .-0 -C ~ KJWttN I.MT$(0)N;'-TO HI IAvAI A 9/20/2022 STATIC HEAD 23.92 ft FM MATERIAL DIP OUTLET WEIR 24.42 ft ROUGHNESS CONS.140 LOW WTER 0.50 ft DIAMETER 10.46 in FRICTION HEAD 10 in SIZE FITTING LENGTH/NUMBER EQUIV. LENGTH (ft)TOTAL (ft) 10"90º2 18 36 "45º1 7 7 "CHECK V 1 80 80 "PLUG V 2 170 340 "TEE BRANCH 1 47 47 "TEE THROUGH 1 12 12 "REDUCER (8"-10")1 7 7 "REDUCER (10"-12")1 7 7 10"PIPE 18 1 18 TOTAL LENGTH 554 TDH 10in Q(GPM)H/100'L/100 Hf Hs TDH (ft) 500 0.12 5.01 0.61 23.92 24.53 1000 0.44 5.01 2.20 23.92 26.12 1500 0.93 5.01 4.67 23.92 28.59 2000 1.59 5.01 7.96 23.92 31.88 2500 2.40 5.01 12.03 23.92 35.95 3000 3.37 5.01 16.87 23.92 40.78 3500 4.48 5.01 22.44 23.92 46.35 4000 5.74 5.01 28.73 23.92 52.65 4500 7.13 5.01 35.74 23.92 59.65 5000 8.67 5.01 43.44 23.92 67.35 1350 0.77 5.01 3.84 23.92 27.76 Velocity=5.04 ft/s STATIC HEAD 32.28 ft FM MATERIAL HDPE OUTLET WEIR 56.70 ft ROUGHNESS CONS.150 LOW WTER 24.42 ft DIAMETER 10.66 in FRICTION HEAD 12in SIZE FITTING LENGTH/NUMBER EQUIV. LENGTH (ft)TOTAL (ft) "45º5 9 45 "TEE THROUGH 4 14 56 "REDUCER (12"-14")1 8 8 12"PIPE 3436 1 3436 TOTAL LENGTH 3545 IRVINE PUMP STATION - PUMP 2 TDH 12 in Q(GPM)H/100'L/100 Hf Hs TDH (ft) 500 0.10 35.45 3.47 32.28 35.75 1000 0.35 35.45 12.52 32.28 44.80 1500 0.75 35.45 26.53 32.28 58.82 2000 1.28 35.45 45.20 32.28 77.49 2500 1.93 35.45 68.33 32.28 100.62 3000 2.70 35.45 95.78 32.28 128.07 3500 3.59 35.45 127.43 32.28 159.71 4000 4.60 35.45 163.18 32.28 195.47 4500 5.72 35.45 202.96 32.28 235.24 5000 6.96 35.45 246.69 32.28 278.97 1350 0.62 35.45 21.83 32.28 54.11 Velocity=4.86 ft/s TOTAL TDH Q(GPM)TDH (ft) 500 60.28 1000 70.93 1500 87.40 2000 109.36 2500 136.57 3000 168.85 3500 206.07 4000 248.11 4500 294.89 5000 346.33 1350 81.87 Pump & System Head Curve Q(GPM)Pump Head (ft)System Head (ft) 500 95.50 60.28 1000 86.00 70.93 1500 79.00 87.40 2000 71.00 109.36 2500 63.00 136.57 3000 54.50 168.85 3500 44.50 206.07 4000 32.50 248.11 0.00 100.00 200.00 300.00 0 500 1000 1500 2000 2500 3000 3500 4000 4500 He a d ( f t ) Flow (gpm) Irvine Pump 2 Pump Head (ft)System Head (ft) I ,:::i:::;" '"'~ (7, ':>. f',n1Pt~ ...,.-o h'rlJZ .i::lz.., 1,J/o -r;~ P..-t~ ~ PERFORMANCE CURVE NP3202 .090 t>ATI: PROJECT 2007-01-26 CMSD • Irvine LS 1/HOAc 314-UlAO 112-LOMl 0.66 POMRFIICTOO 0 .83 J 0.74 EFFICIENCY 90.5 % 9~.:.° % 9 1.0% MOTOR DATA ~ENTS INLET/0UTIJIT ./ 8 inch IMP. ™ROIJGMLET [hp) 60 0::: 50 RA"lHl ~ ..... 60 STARTING CIJR;REf,IT ... 420 RATED CIJRRENT ,., 72 AATED SPEE0 '"" 1170 TO T.MOM.OF INERTlA ... 0 .60 NO .OF BU.DES 2 CUF!IIE NO 63•640-00-7040 JI\F'El.l.Efl D~ hp 376 mm A MOTOfl~ A 30-29-6AA SRl!O. PHASES rpn 60 Hz 3 kgm2 GeAATYPE AATIO 1---I-- I.---....e i-- w ~ 40 -..... ~ -~ I.--- Cl. 0 <I'. 30 . DLnY-POINT 8.E.P. [ft] ' ' " ' ' 100 "' 80 ~ 60 40 II 20 j 0 I/ •. -; I'-... /, '1/ 0 soo -_L..-- .._ ' .._ ........... I'-.. ~ /, v ~ 1000 --- HEAll\lJI e•.t I I I i: "..t ~ l.> /"' 1500 N P's.Hre: NPSH3, ... min. ope,atlonal margin \~ H~ ' - I.,,"-. ~-- 2000 f'erforma~ce with clear we.ter end ambient 40 •c ffl: ... - i--:- ~ .....- EFF . 1%1 NPSH'"(ftl GUARANTEE HJI-A 74.8 (32.0) 14 ,4 '""~ D ~ lo\ c"-12fl' • ,.., -r / -..... I'-.. ... / ~ ' ""' ~ " ' r--... .._-.. " r-::"I,,( V " ~ ,_ .._ ' NPSHre [fl) 50. 40 30 ~ I/ "'-NP$ Hn,;36 n 20 [7 ~ pc; _... ' / ... ' " ' ' 10 - 2$00 3000 asoo 4000 4500 [USg FLOW GUI\RANTEii: BETWEEN LIMITS (O}ACC. TO H I level A 'TYPE ISSUE 4 REV 10 POI.ES 6 O• :t ... ... 13 .. r EFF. [%] 70 60 40 30 20 10 0 pm] 9/23/2022 STATIC HEAD 13.37 ft FM MATERIAL DIP OUTLET 50.57 ft ROUGHNESS CONS.140 LOW WTER 37.20 ft DIAMETER 12.52 in FRICTION HEAD 12 in SIZE FITTING LENGTH/NUMBER EQUIV. LENGTH (ft)TOTAL (ft) 12"90º1 22 22 "CHECK V 1 95 95 "PLUG V 1 170 170 "TEE BRANCH 1 55 55 "REDUCER (12"-18")1 8 8 12"PIPE 16 1 16 TOTAL LENGTH 366 TDH 12in m Q(GPM)H/100'L/100 Hf Hs TDH (ft) 1000 0.18 3.66 0.67 13.37 14.04 1500 0.39 3.66 1.42 13.37 14.79 2000 0.66 3.66 2.42 13.37 15.79 2500 1.00 3.66 3.67 13.37 17.03 3000 1.40 3.66 5.14 13.37 18.51 3500 1.87 3.66 6.84 13.37 20.20 4000 2.39 3.66 8.75 13.37 22.12 4500 2.97 3.66 10.89 13.37 24.26 5000 3.62 3.66 13.23 13.37 26.60 5500 4.31 3.66 15.79 13.37 29.16 3900 2.28 3.66 8.35 13.37 21.72 Velocity=10.17 ft/s STATIC HEAD 13.31 ft FM MATERIAL DIP OUTLET 63.88 ft ROUGHNESS CONS.140 LOW WTER 50.57 ft DIAMETER 18.69 in FRICTION HEAD 18 in SIZE FITTING LENGTH/NUMBER EQUIV. LENGTH (ft)TOTAL (ft) 18"90º2 33 66 "45º8 12 96 "GATE V 2 12 24 "TEE THROUGH 4 20 80 18"PIPE 3497 1 3497 TOTAL LENGTH 3763 ELDEN PUMP STATION - PUMP 2 TDH 18 in m Q(GPM)H/100'L/100 Hf Hs TDH (ft) 1000 0.03 37.63 0.98 13.31 14.29 1500 0.06 37.63 2.08 13.31 15.39 2000 0.09 37.63 3.55 13.31 16.86 2500 0.14 37.63 5.36 13.31 18.68 3000 0.20 37.63 7.52 13.31 20.83 3500 0.27 37.63 10.00 13.31 23.32 4000 0.34 37.63 12.81 13.31 26.12 4500 0.42 37.63 15.93 13.31 29.25 5000 0.51 37.63 19.37 13.31 32.68 5500 0.61 37.63 23.11 13.31 36.42 3900 0.32 37.63 12.22 13.31 25.54 Velocity=4.56 ft/s TOTAL TDH Q(GPM)TDH (ft) 1000 28.33 1500 30.19 2000 32.65 2500 35.71 3000 39.34 3500 43.52 4000 48.24 4500 53.50 5000 59.28 5500 65.57 3900 47.26 Pump & System Head Curve Q(GPM)Pump Head (ft)System Head (ft) 1000 68.00 28.33 1500 64.00 30.19 2000 60.00 32.65 2500 57.00 35.71 3000 53.00 39.34 3500 50.00 43.52 4000 46.00 48.24 4500 42.00 53.50 5000 37.50 59.28 5500 32.50 65.57 Elden Pump 2 Pump Head (ft)System Head (ft) 9/23/2022 ELDEN PUMP STATION - PUMP 2 - 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 0 1000 2000 3000 4000 5000 6000 He a d ( f t ) Flow (gpm) Pump Head (ft)System Head (ft) 9/23/2022 ELDEN PUMP STATION - PUMP 2 -- PL~ Pf\OOUCT TYPE PERFORMANCE CURVE NP3202J)90 l, OATE PROJECT CVn.1r~NO ,:i:suc 2007-0 3-21 63-614-00-7010 2 1n•LOAD 31 .... 0AO \/2-l .. OAO RAl'ED 60 WJPEU.ER 01.MIETat I POVIER -.. hp 356 mm POV\IER FACTOR 0 .86 0 .63 0.74 STAA'Tlr,;-G EFFlCIEHCY 90.5% 9 1.0 % 91.0% CU.RREl'IT ... 420 A MOTOR# STA TOR REV RATED 72 30-29-6AA 1 010 10 MOTOR CATA ----· CURRENT ... A COMMENTS f,ILETIOUnET AATEO FREQ. I PHASES VOLTAGE POl£S -/ 12 inch SPEED .... 1170 rpm 60 Hz 3 460V 6 TOT.MOM.OF IMP. THROUG~ INE.R'llA ._ 0.65 kgm2 GEARTYPE RATIO HO.OF I --BlADES 2 ... -· (hp] a: a: w w ~ ! .. 70 .... t: ::, < .. :i: ~ ~ "' er 60 -, I O • w ~ ' T L---,_ I -s: -1 r--,... 50 0 I .: a.. i L "' ..: 40 ' l. l:J I l I !!, 9/23/2022 ELDEN PUMP STATION - PUMP 2 ~~-~-~~-~-~~-~~-~-~~-~~-~-~~-~~~~__JI ~~ OUJY..p()INT ' ae.P. [ft] 80 '-', ' ...... FLOWi'- 3779 4331 I 70 ',-..._ .... .... 60 0 <( 50 w I 40 30 20 10 0 # ' I/ 0 l'·<t , ...... / ./'. V .< / ~ 2000 HEAOflt) 46.0 0 ,3 ~-.... K· ~v- ./ 3000 .... .... 1· N PSHte • NPSH3% + min. operational margin Perfortnance wr'ih deaf v.-ater and ambient temp 40 ·c POWER[np) 63.3 (57.4) ·. 7 .... .... -' - EFF.(%) n.• (79.aJ 73 .8 (81 .3) --:r-.... " HPSH,o(I\J 21.2 21.6 I/ / GUARANTEE Hllln<el A I / 1-... -.,,.. ...... / r-.... NI>& :i..,"b 6 ft ---~ P<, ~ I f'-... .... ~ " ' o 4000 5000 6000 7000 8000 FLOW 0 • NPSHre tz [ft] 80 • 70 .L 60 ~ 50 40 L -~ 30 20 .... (3 10 . -- 2 lf w § r EFF . (%) 80 70 60 so 40 30 20 10 0 9000 (USgpm] GUARANTEI! BETWEEN 1.IMITS (G) ,CC. TO HI level A [Ú [Ú [Ú [Ú Irvine Pump Station 11 Elden Ave.Pump Station 10 Mendoza Dr. Pump Station 1 Santa Ana Ave.Pump Station 12 140015 Service Area:221 S t a t e H w y 5 5 B a k e r S t M e s a D r S t a t e H w y 7 3 F a i r v i e w R d N e w p o r t B l v d E l d e n A v e O r a n g e A v e S a n t a A n a A v e A i r w a y A v e R e d H i l l A v e B i r c h S t Q u a i l S t D o v e S t C a m p u s D r F a i r D r 2 3 r d S t B e a r S t P r e s i d i o D r A r l i n g t o n D r B r i s t o l S t M i s s i o n D r P u l l m a n S t S a n t a I s a b e l A v e M o n t e V i s t a A v e M e n d o z a D r I r v i n e A v e E W i l s o n S t K a l m u s D r D e l M a r A v e U n i v e r s i t y D r J u n i p e r o D r S W B i r c h S t B a y v i e w A v e S o n o r a R d D r a k e A v e O r c h a r d D r C o r o n a d o D r F i s c h e r A v e S E B r i s t o l S t S p r u c e A v e S W C y p r e s s S t 2 2 n d S t O r c h i d S t M a g e l l a n S t C l i n t o n S t F a i r w a y D r L o r e n z o A v e W W i l s o n S t C i b o l a A v e L o r e t o A v e P e g a s u s S t V a l e n c i a S t P o s t R d C o l u m b i a D r I n d u s S t R i v i e r a D r S W A c a c i a S t B r e n t w o o d S t I k e J o n e s R d B r i g g s A v e S c o t t D r L e a r A v e S a n t i a g o R d B r i s t o l S t B r i s t o l S t N e w p o r t B l v d B r i s t o l S t I r v i n e A v e S t a t e H w y 7 3 S t a t e H w y 5 5 U n i v e r s i t y D r C a m p u s D r F a i r D r µ Costa Mesa Sanitary District Pump Station MapIrvine Pump Station (# 11) Y: \ J o b s _ g & w \ J o b s - W \ W - 2 0 0 0 s \ W - 2 0 3 9 C M S D G I S \ G I S \ W o r k \ ^ 2 0 2 0 _ H y d r a u l i c M o d e l i n g \ ^ P u m p S t a t i o n S e r v i c e A r e a s \ 1 1 . m x d LEGEND Lateral Line Gravity Main & Flow Direction [Ú Pump Station Land Use Codes Service Area High Density Residential (HDR) Low Density Residential (LDR) Medum Density Residential (MDR) Commercial Residential (CR) Fairgrounds (F) Golf Course (G) Industrial Park (IP) Light Industrial (LI) Public/Institutional (PI) Neighborhood Commercial (NC) General Comemercial (GC) Regional Commercial (RC) Urban Center Commercial (UCC) Cultural Arts Center (CAC) Commercial Center (CC) Service Area Pipe ID Land Use Code Land Use Area (Acres) F 1.29G 43.15GC 114.82HDR 2.60LDR 133.02MDR 38.46PI 24.23 140015221 JohnWa-yne Airport• Orange County Upper Back Bay Ra:h sson 1 t-b te l ..... , _______.. CJ CJ 1111 1111 1111 1111 1111 1111 CJ 1111 1111 1111 CJ 1111 1111 1111 [Ú [Ú [Ú [Ú 21 St.Pump Station 21 Irvine Pump Station 11 Elden Ave.Pump Station 10 Santa Ana Ave.Pump Station 12 140135 140136 140147 Service Area:220 Service Area:218 Service Area:219 E l d e n A v e O r a n g e A v e S t a t e H w y 5 5 N e w p o r t B l v d S a n t a A n a A v e 2 3 r d S t M e s a D r F a i r D r F a i r v i e w R d 2 2 n d S t I r v i n e A v e S a n t a I s a b e l A v e M o n t e V i s t a A v e E W i l s o n S t D e l M a r A v e W W i l s o n S t L o y o l a R d R e d l a n d s D r F a i r w a y D r N o r s e A v e A v o c a d o S t P r i n c e t o n D r C o l u m b i a D r R i v i e r a D r W e s t m i n s t e r A v e V i c t o r i a S t J o a n n S t W a k e F o r e s t R d A v a l o n S t F a i r h i l l D r R i v e r s i d e D r S a n t o T o m a s A v e P a c i f i c C r e s t D r S t a t e H w y 5 5 R e d l a n d s D r N o r s e A v e F a i r D r F a i r v i e w R d R e d l a n d s D r N e w p o r t B l v d Costa Mesa Sanitary District Pump Station MapElden Ave. Pump Station (# 10) Y: \ J o b s _ g & w \ J o b s - W \ W - 2 0 0 0 s \ W - 2 0 3 9 C M S D G I S \ G I S \ W o r k \ ^ 2 0 2 0 _ H y d r a u l i c M o d e l i n g \ ^ P u m p S t a t i o n S e r v i c e A r e a s \ 1 0 . m x d µ Land Use Codes High Density Residential (HDR) Low Density Residential (LDR) Medum Density Residential (MDR) Commercial Residential (CR) Fairgrounds (F) Golf Course (G) Industrial Park (IP) Light Industrial (LI) Public/Institutional (PI) Neighborhood Commercial (NC) General Comemercial (GC) Regional Commercial (RC) Urban Center Commercial (UCC) Cultural Arts Center (CAC) Commercial Center (CC) LEGEND Pump Station Service Area Gravity Main Service Area Lateral Line Gravity Main & Flow Direction Pump Station[Ú Service Area Pipe ID Land Use Code Land Use Area (Acres)CR 9.737127HDR 1.134274LDR 4.684663MDR 83.58161CR 27.1548HDR 2.502028MDR 3.467152LDR 41.12437MDR 111.426PI 4.984751 140147218 140136219 140135220 _______.. CJ .. Fa ir Dr ► r - - l--I CJ 1111 1111 1111 1111 1111 1111 1111 1111 1111 CJ 1111 1111 1111 0 a lt Fl.:it s Appendix 10 Reserved Capacity Areas Area Parcel No. Square Feet Acres GPD/Acre GPD GPM 1 119-200-40 855704.9 19.64428145 200 3929 2.73 2 119-351-29 287059.03 6.589968549 200 1318 0.92 3 119-200-38 73251.99 1.681634298 200 336 0.23 4 119-200-41 672245.45 15.432632 200 3087 2.14 5 439-252-01 19174.6 0.440188246 200 88 0.06 6 439-252-01 8193.08 0.188087236 200 38 0.03 7 988-002-94 17362.27 0.398582874 200 80 0.06 8 988-002-94 17362.14 0.39857989 200 80 0.06 9 988-002-94 17862.62 0.41006933 200 82 0.06 10 988-002-94 34461.99 0.79113843 200 158 0.11 11 988-002-94 34860.82 0.800294307 200 160 0.11 12 988-002-94 17529.46 0.402421028 200 80 0.06 13 988-002-94 17335.3 0.397963728 200 80 0.06 14 988-002-94 34270.5 0.786742424 200 157 0.11 15 988-002-94 16330.22 0.374890266 200 75 0.05 16 988-002-94 15451.56 0.354719008 200 71 0.05 17 988-002-94 14300.86 0.328302571 200 66 0.05 18 988-002-94 12607.28 0.289423324 200 58 0.04 19 988-002-94 10505.63 0.241176079 200 48 0.03 20 988-002-94 7945.06 0.18239348 200 36 0.03 21 988-002-94 5943.53 0.136444674 200 27 0.02 Totals 2189758.29 50.2699332 - 10054 7.0 Reserved Capacity Snug Harbor Sewer Evaluation - Reserved Capacity Elden Ave . Pump Station 10 () 01,- $ ,,,.o"' ,Y... ~ . ~,y , / , ~r ~ ..... l C. LEGEND --Lateral Line ____...., Gravity Main & Flow Directi on ~ Pump Station c::J Service Area Land Use Codes ~ High Density Residentia l (HOR ) 1111 Lo w Density Residential (LOR ) 1111 Medum Density Residential (M OR ) 1111 Commercia l Residentia l (CR) l.i Fa irgrounds (F) 1111 Go lf Course (G) 1111 industria l Park ( IP ) ~ Publ ic/In stitutiona l (Pl ) Regional Commercial (RC ) Urban Center Commercial (U CC) Light Industria l (LI ) Ne ighborhood Commercial (N C ) General Cornemercia l (GC ) Cu ltura l Arts Center (CAC ) Commercial Center (CC) Land Use Land Use Area Pipe ID Code (Acres) G 32.86 GC 88.24 141490 HDR 2.59 LDR 75.93 MDR 4.02 Pl 0.59 Costa M es a Sanita1y Di strict 1f~, --~ Pipe Capacity Service Area Map Service Area# 115 Project Site Golf Course per City of NB Zoning Map Irvin e P um p St ation 11 p ll 9o.:,cb • I Cioune LEG END --Lateral Line ___.., Gravity Main & Flow Direction ~ Pump Station c::J Serv ice Ar ea Land Use Cod e s ~ High Density Res idential (HOR ) 1111 Lo w Density Residentia l (LOR ) Ill Medum Density Residential (MOR ) 1111 Commercial Residential (CR ) dustrial Park ( IP ) ubl ic/lnstitutiona l (Pl ) Regiona l Commercial (RC ) 1111 Urban Center Commercial (UCC) [:=JI Light Industria l (LI ) ~ Neighborhood Commercial (NC) 111111 General Comemercial (GC ) 1111 Cu ltural Arts Center (CAC) Commercial Center (CC ) Land Use Land Use Pipe ID Code Area (Acres) GC 1.34 LDR 16.57 150402 MDR 6.36 Pl 4.03 Co sta Mesa Sanita1y Di strict /~ ."'~;:~ • "'1 1t f ~I '-.... .J ,v ·-<::.;,- Pipe Capacity Service Area M ap Service Area # 133 7 8 9 10 11 12 13 14 15 16 17 18 19 2021 1 2 3 4 5 6 ORANGE CO xv Geospa:ia Services Area 1 .. . ~ OC'?W I OCSu rvey I Geospatia l Se rvices This document was created by an application that isn’t licensed to use novaPDF. Purchase a license to generate PDF files without this notice. Area 2 Area 3 C) 8 0 .3 km . . . OCP'N I OCSurve y / Geospatia l Services Area 4 0.3 km • .. -! OCPW / OCSurvey I Geospatia l Services Area 5 ORANGE CO Area 6 ORANGE CO • ,.,; 'Ve y/ Geosp s Appendix 11 Existing Water Usage Water Usage July 23 to June 24 2023 2024 July 46376 43884 August 42636 47124 September 49368 42636 October 41140 41140 November 43384 41140 December 39644 35156 January 42636 43384 February 43384 35156 March 44132 32912 April 47124 37400 May 43384 41888 June 46376 43384 Average 44132 40434 42283 gal/month 1,409 gal/day 1.0 GPM Existing Water Usage (Credit) . -'/ ~ • -l :::T .;;· ~ l)J ... • ~ n, < o· C "' -< n, l)J ... ~ ~ il) ~ ;c, 0 9- i ... 0 ~ .,. ~ -i\ ~ t "' ~ t ~ ~ ':) 0 0 0 0 0 Water Cons umed (Ga llon) N 0 0 0 0 w 0 0 0 0 "" 0 0 0 0 VI 0 0 0 0 ~33 84 ---::==;;;;iiiiiiiiiii ~6376 1140 9644 ~3 3 84 ,2635 33 84 9368 4132 41888 63 75 a, 0 0 0 0 $; /1) :E ::r: (") ,, 0 0 3 "'C 0) '"'I tD ~ 0) r+ tD '"'I C "' tD