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HomeMy WebLinkAbout2024-03-12; City Council; ; Public Hearing to Consider an Appeal of the City Engineer’s Decision to Approve the Grading Final Punch List, Release Securities and Approve the Notice of Completion andCA Review GH Meeting Date: March 12, 2024 To: Mayor and City Council From: Scott Chadwick, City Manager Staff Contact: Paz Gomez, Deputy City Manager, Public Works1 paz.gomez@carlsbadca.gov, 442-339-2751 Gina Herrera, Assistant City Attorney gina.herrera@carlsbadca.gov, 442-339-2891 Subject: Public Hearing to Consider an Appeal of the City Engineer’s Decision to Approve the Grading Final Punch List, Release Securities and Approve the Notice of Completion and Acceptance of Public Improvements for Grading Permit No. GR2021-0016 District: 1 Recommended Action Hold a public hearing and adopt a resolution denying the appeal and affirming the City Engineer designee’s approval of the grading final punch list, release of grading securities and approval of the notice of completion and acceptance of public improvements for Grading Permit No. GR2021-0016. Executive Summary The City Council is being asked to consider an appeal of decisions made on behalf of the City Engineer to approve the final punch list, approve the notice of completion and accept public improvements and release the bond and a cash deposit required to secure the grading and erosion control work being done for the construction of a single-family home on Skyline Road. The appeal was filed by the owners of a downhill neighboring property. The appeal applies only to the decisions of the City Engineer designee to approve the final punch list, release the cash security and grading bond, and approve the notice of completion and acceptance of public improvements for the project, not to any other aspects of the project or its approval by the city. Staff recommend the City Council deny the appeal and uphold the decision for the reasons explained below. Only the City Council has the authority to decide such appeals under Carlsbad Municipal Code Section 15.16.160(A). 1 Ms. Gomez served on an interim basis as the Engineering Manager of the Construction Management & Inspection Department, the City’s Engineers designee for the decisions subject to the Appeal, and in this capacity was involved in the decision being appealed, though in the city’s organizational chart, the City Engineer reports to Ms. Gomez. March 12, 2024 Item #8 Page 1 of 135 Explanation & Analysis Scott Sarem and Kyra Sarem, owners of the property at 4005 Skyline Road, sought and obtained development approvals from the city for a new single-family residence on the property. The Planning Commission approved the Coastal Development Permit for the residential development with Resolution No. 7383, and the property owners then sought a grading permit for the grading and erosion control work related to the project. In 2021, the owners entered into a grading and erosion control agreement with the city that included a requirement to secure the grading and erosion control work with a bond and a cash deposit, in the total amount of $651,279.90. Soon after that, Grading Permit No. GR2021-0016 was issued. After almost two years of construction, and upon completion, inspection and acceptance of the work by the city, a designee of the City Engineer sent the owners a completed grading final punch list on Sept. 6. 2023. (A punch list is a document that lists the final work items remaining before a construction project is considered complete. When the work on the punch list has been finished, then the project is deemed complete.) The owners then requested release of the securities. The cash deposit was refunded and the bond was released on Sept. 14, 2023. Around the same time the grading securities were released, city staff filed a notice of completion and accepted the required public improvements for abandoning an existing water service meter and installing a new water service meter (for the Carlsbad Municipal Water District) and installing a concrete driveway and street paving (for the city). On Sept. 25, 2023, Aannestad Andelin & Corn LLP, on behalf of clients Josh and Terri Edwards, the owners of a downhill neighboring property, filed an appeal objecting to the decisions of the City Engineer designee to release the cash security and grading bond and approve the notice of completion and acceptance of public improvements. The appeal is attached as Exhibit 2. Carlsbad Municipal Code Chapter 15.16 is the city’s Grading and Erosion Control Ordinance. Section 15.16.160 allows an individual to “appeal the decision of the city engineer in regard to the administration of this chapter to the city council within 10 calendar days following the decision.” While the final punch list was not initially a decision that was included in the Edwardes appeal – and is outside of the 10-day window for appeals – the Edwardses’ attorneys represented that communications with city staff in mid-September 2023 had been unclear and they had not been told that the final punch list was the document that deemed the project complete, or that it had been approved and sent to the Sarems on Sept. 6, 2023. Had the attorneys known the purpose and timing of the final punch list, the Edwardses would have been able to file a timely appeal of it. To avoid a distracting procedural dispute, the City Attorney’s Office recommended including the final punch list in the decisions subject to the appeal. The Coastal Development Permit to allow the demolition and construction of the project, attached as Exhibit 3, was approved on Oct. 7, 2020, so it is no longer appealable. Additionally, the grading permit itself was issued on Sept. 29, 2021, well beyond the 10-day period to appeal. March 12, 2024 Item #8 Page 2 of 135 Grading ordinance The city’s Grading and Erosion Control Ordinance, governs the process and requirements for the issuance of grading permits. Before a grading permit is issued to an applicant, a grading plan must be submitted to the city for approval, and then the City Engineer or a designee approves or denies the grading plan. Once the grading plan is approved, a grading permit application may be submitted to the city. Again, the City Engineer or designee decides to either issue or deny the grading permit. The builder may begin performing the grading work once the city issues the grading permit. 2 When the applicant completes the grading work, the applicable is required to submit final reports to the city. These reports document the findings of state-licensed professionals, attesting to the completion of the work. Once the final reports have been received by the city and the project is complete, the city must release the grading securities under Carlsbad Municipal Code Section 15.16.140. Specifically, Section 15.16.140 states that the “City engineer shall release the security held by the city to secure the grading work upon completion of the work in substantial compliance with the terms and conditions of the permit and the provisions of [Chapter 15.16 – Grading and Erosion Control].” (Emphasis added.) Project background The owners entered into a grading and erosion control agreement with the city on Sept. 22, 2021, before the issuance of the grading permit to, in part, secure the grading work with a bond and a deposit totaling $651,279.90. The agreement is provided as Exhibit 4. Soon after, Grading Permit No. GR2021-0016 was issued on Sept. 29, 2021. The grading permit is provided as Exhibit 5. Construction of the new residence took about two years to complete. The grading and erosion work included the installation of a biofiltration basin, pervious pavers and a storm water detention vault, costing the owners approximately $250,000. Once the owners notified the city that the grading work was done, city staff did a final walk- through of the property on Sept. 5, 2023, and issued a completed final punch list on Sept. 6, 2023, provided as Exhibit 6. The final punch list required the owners to submit a final soils report,3 as-built drawings,4 and a best management practice certification report with photos.5 2 Once a grading permit is issued, the developer can acquire a “vested right” to complete the grading described in the permit, but not to construct additional improvements or structures not included in the actual permit. 3 The soils report, the revised final geotechnical report, concluded that the geotechnical elements observed and tested were completed in accordance with the Grading Ordinance and were compliant. The soils report was signed by a certified engineer geologist and a registered professional geotechnical engineer, both licensed by the State of California. 4 The final as-built drawings, showing what the completed project, included certain project revisions and were signed by a registered professional civil engineer licensed by the State of California. 5 The final best management practices (BMP) certification report determined that the “permanent BMPs associated with this project are functional” and that they were “installed, inspected and are in full conformance with the approved grading plans and City standards.” The best management practices certification report was signed by a registered professional civil engineer licensed by the State of California. March 12, 2024 Item #8 Page 3 of 135 These three reports were reviewed by city staff and determined to be complete on Aug. 10, 2023, Sept. 5, 2023, and Aug. 23, 2023, respectively, and are provided as Exhibits 7, 8 and 9. In reliance on the representations made by the four state-licensed professional engineers in the three required reports, the City Engineer designee determined that the grading and erosion control work had been completed in substantial compliance with the grading permit and the final punch list was deemed completed on Sept. 6, 2023. As noted above, the $586,151.90 grading bond and $65,128 cash deposit were released on Sept. 14, 2023, in accordance with the process provided in the Grading Ordinance. The security releases are provided as Exhibits 10 and 11. Additionally, the notice of completion and acceptance of public improvements were approved by the City Engineer designee on Sept. 13, 2023. The notice is provided as Exhibit 12. City’s communications with the Edwards At the same time that the property owners were seeking the project approvals from the city, the Edwardses reached out to city staff about the residential development project. On June 17, 2020, or a year before the grading permit was issued, Mr. Edwards sent an email to city staff asking “to discuss the Sarem residence construction project. Specifically, the storm runoff remediation.” Soon after Mr. Edwards’s initial email, city staff began meeting and exchanging emails with the Edwardses to discuss the residential development project. City staff’s communications with the Edwardses about the project continued for the next three years and included several in-person meetings, virtual meetings and numerous email exchanges. The communications with the Edwardses included detailed explanations by city staff about the grading plan associated with the grading permit and reviews of photos and video footage as the project progressed. City staff clarified city requirements, and at one point, explained why functional performance tests on the drainage system would not be performed, as the Edwardses had requested. Appeal The appeal requests the City Council’s review of the entire project under Carlsbad Municipal Code Section 1.20.310, which governs only “when no specific appeals procedure is established by the code.” However, since the city’s Grading Ordinance provides an appeal procedure in Section 15.16.160, this code section applies rather than Section 1.20.310. Because the grading and erosion control agreement and the grading permit were issued in 2021, more than 10 days from when the appeal was filed, the grading permit and the agreement can no longer be appealed. Instead, the appeal is limited to the final punch list, release of the securities and approval of the notice of completion and acceptance of the public improvements. Administration of the Grading Ordinance Carlsbad Municipal Code Section 15.16.160(A) provides that, “An individual may appeal the decision of the city engineer made in regard to the administration of [the Grading and Erosion Control] chapter to the city council within 10 calendar days following the decision.” (Emphasis added.) March 12, 2024 Item #8 Page 4 of 135 Although “administration” is not defined in Chapter 15.16, the plain meaning of the word reflects process management activities rather than activities involving the exercise of professional engineering judgment. This is consistent with the legislative history of Chapter 15.16, specifically, the staff reports and other documents submitted to the City Council when the ordinance was substantially revised in 2008, which stated that the ordinance’s purposes included streamlining the permit process and providing: “[C]lear identification that grading permits are ministerial and not discretionary approvals. The existing ordinance is ambiguous as to whether a grading permit is a discretionary or ministerial action. The revised ordinance clearly identifies the process as ministerial similar to a building permit. This eliminates much of the City Engineer’s ability to exercise discretion in the issuance of grading permits; however, it provides greater flexibility to establish reasonable time frames for the processing of grading permit applications. Staff believe that the revised ordinance in combination with the new grading and erosion control standards will adequately compensate for any loss in discretion.” A “ministerial” approval does not involve the exercise of discretion or judgment. Instead, the person providing the approval simply adheres to applicable law, in this case the Grading Ordinance. When reviewing ministerial decisions on appeal, the City Council is to consider whether the decision-maker followed the applicable law and whether there is substantial evidence to support the facts on which the decision-maker relied. Substantial evidence means more than a mere scintilla but less than a preponderance. Consistent with the legislative history of the Grading Ordinance, the decisions of the City Engineer, or designee, to approve the final punch list, release the securities and approve the notice of completion and acceptance of public improvements were ministerial decisions. That means that to grant the appeal and overturn the City Engineer designee’s decision, the City Council would need to find that the City Engineer designee did not follow the Grading Ordinance or that there was not substantial evidence to support the facts the City Engineer designee relied on for the decision. Analysis of the appeal The decision by the City Engineer designee on Sept. 6, 2023, to complete and send the final punch list to the Sarems, deeming the project complete, was a ministerial decision made in reliance on the three required reports, all signed by California licensed professional engineers, described in greater detail above, which were reviewed and approved prior to the completion of the final punch list. Taken together, the three reports provide substantial evidence (i.e., more than a mere scintilla) that the grading and erosion control work had been completed in conformance with the Grading Permit, the city’s Grading Ordinance, and city standards. The decisions of the City Engineers designee to release the securities and approve the notice of completion and acceptance of public improvements were ministerial decisions that are procedural in nature. As cited above, Carlsbad Municipal Code Section 15.16.140 provides that the “city engineer shall release the security held by the city to secure the grading work upon March 12, 2024 Item #8 Page 5 of 135 completion of the work in substantial compliance with the terms and conditions of the permit and the provisions of this chapter.” (Emphasis added.) The appealable decisions of the City Engineer designee were whether to approve the final punch list, release the securities, file the notice of completion, and accept the public improvements related to the grading permit. The three required reports that were authored by four state-licensed professionals provide ample support for the ministerial decisions of the City Engineer designee to approve the final punch list and determine that the project was complete. Additionally, the Grading Ordinance required the City Engineer to release the securities because the project had already been determined to be complete. Because the City Engineer designee followed the requirements of the Grading Ordinance and made decisions supported by substantial evidence, specifically the three required reports, the City Council should deny the appeal and affirm the decisions of the City Engineer designee. Public notification Consistent with the requirements of Carlsbad Municipal Code Section 15.16.160(B), Assistant City Attorney Gina Herrera sent the required notice of the public hearing to the attorneys representing the Edwardses and to the Sarems via email and certified mail. Those notices are attached as Exhibits 13 and 14. Both the appellants and the applicants submitted agenda materials on March 6, 2024, attached as Exhibits 15 and 16. Fiscal Analysis There is no direct fiscal impact from this item. Environmental Evaluation The recommended action to deny the appeal does not constitute a project within the meaning of the California Environmental Quality Act, or CEQA, under California Public Resources Code Section 21065 in that it has no potential to cause either a direct physical change in the environment or a reasonably foreseeable indirect physical change in the environment and therefore does not require environmental review. The approval of the single-family residence under Coastal Development Permit 2020-0017 was determined to be categorically exempt from CEQA under Section 15303 (a) (Class 3) for new construction of single-family residences in urbanized areas. Next Steps If the City Council denies the appeal and affirms the decisions of the City Engineer, the decision of the City Council is final. Exhibits 1. City Council resolution 2. Edwards appeal received Sept. 25, 2023 3. Coastal Development Permit 2020-10-07, Planning Commission Resolution No. 7383 4. Grading erosion control agreement dated Sept. 22, 2021 5. Grading Permit No. GR2021-0016 for 4005 Skyline Drive dated Sept. 29, 2021 6. Final completed punch list dated Sept. 6, 2023 7. Revised final geotechnical report dated Aug. 10, 2023 8. Final as-built drawings approved on Sept. 5, 2023 9. Final best management practices certification report with photos dated Aug. 23, 2023 March 12, 2024 Item #8 Page 6 of 135 10. Grading bond release approval dated Sept. 14, 2023 11. Grading cash release approval dated Sept. 14, 2023 12. Notice of completion and acceptance of public improvements dated Sept. 13, 2023 13. Notice of Hearing sent to attorneys representing Mr. & Mrs. Edwards dated March 1, 2024 14. Notice of Hearing sent to Mr. & Mrs. Sarem dated March 1, 2024 15. Edwards Submission dated March 6, 2024 16. Sarems Submission dated March 6, 2024 March 12, 2024 Item #8 Page 7 of 135 RESOLUTION NO. 2024-048 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CARLSBAD, CALIFORNIA, DENYING THE APPEAL AND AFFIRMING THE CITY ENGINEER DESIGNEE'S APPROVAL OF THE GRADING FINAL PUNCH LIST, RELEASE OF GRADING SECURITIES AND APPROVAL OF THE NOTICE OF COMPLETION AND ACCEPTANCE OF PUBLIC IMPROVEMENTS FOR GRADING PERMIT NO. GR2021-0016 WHEREAS, the Planning Commission approved Resolution No. 7383 to issue a Coastal Development Permit to allow the demolition of an existing single-family residence and the construction of a new single-family residence located at 4005 Skyline Road; and WHEREAS, Scott Alexander Sarem and Kyra Bush Sarem, as trustees under the Sarem Family Trust Dated July 17, 2008, or Owners, entered into a Grading and Erosion Contract Agreement with the city on Sept. 22, 2021, to perform grading and erosion control work; and WHEREAS, Grading Permit No. GR2021-0016 was issued on Sept. 29, 2021; and WHEREAS, after the grading and erosion control work was completed, the Owners submitted the following three reports to substantiate that the grading and erosion control work was completed in compliance with the Grading Permit: Revised Final Geotechnical Report dated Aug. 10, 2023, Final As-Built Drawings approved on Sept. 5, 2023, and the Final Best Management Practice, or BMP, Certification Report dated Aug. 23, 2023, or Three Reports; and WHEREAS, in reliance on the certifications and attestations provided in the Three Reports, city staff determined that the project was complete and sent a Grading Final Punch List letter to the Owners on Sept. 6, 2023; and WHEREAS, on Sept. 14, 2023, the city authorized the release of the grading bond in the amount of $586,151.90; and WHEREAS, on Sept. 14, 2023, the city authorized the release of the cash deposit for the grading work in the amount of $65,128; and WHEREAS, on Sept. 25, 2023, Aannestad Andel in & Corn LLP, on behalf of their clients, Josh and Terri Edwards, the owners of a downhill neighboring property, filed an appeal challenging the release of the grading securities and the Notice of Completion and Acceptance of Public Improvements, or Appeal; and Exhibit 1 March 12, 2024 Item #8 Page 8 of 135 WHEREAS, the attorneys for Josh and Terri Edwards represented that they were unaware of the completion of the Grading Final Punch List on Sept. 6, 2023, when they inquired of staff about the project status on Sept. 14, 2023, otherwise they would have timely appealed that decision; and WHEREAS, to avoid a distracting procedure issue, the City Attorney's Office recommended including the Grading Final Punch List in the decisions being appealed by Josh and Terri Edwards; and WHEREAS, on March 12, 2024, the City Council conducted a duly notice public hearing to hear the Appeal; and WHEREAS, the findings and conclusions made by the City Council in this Resolution are based upon the oral and written evidence presented as well as the entirety of the administrative record for the project, which is incorporated herein by this reference; and WHEREAS, all other legal prerequisites to the adoption of this Resolution have occurred. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Carlsbad, California, as follows: 1. 2. That the above recitations are true and correct. That the appeal is untimely except as to the following decisions of the City Engineer's designee: completion of the Grading Final Punch List, release of the grading securities and approval of the Notice of Completion and Acceptance of Public Improvements. 3.That based on the oral and written evidence presented during the public hearing, as well as the entirety of the administrative record for Grading Permit No. GR2021-0016, the decisions of the City Engineer designee to approve the Grading Final Punch List, release the grading securities and approve the Notice of Completion and the Acceptance of Public Improvements complied with the Grading Ordinance and are supported by substantial evidence. 4.That the appeal is denied and the decisions of the City Engineer designee are affirmed. 5.That this action is final the date this resolution is adopted by the City Council. The provisions of Chapter 1.16 of the Carlsbad Municipal Code, "Time Limits for Judicial Review" shall apply: "NOTICE" The time within which judicial review of this decision must be sought is governed by Code of Civil Procedure Section 1094.6, which has been made applicable in the City of March 12, 2024 Item #8 Page 9 of 135 Carlsbad by Carlsbad Municipal Code Chapter 1.16. Any petition or other paper seeking judicial review must be filed in the appropriate court not later than the 90th day following the date on which this decision becomes final; however, if within 10 days after the decision becomes final a request for the record of the proceedings accompanied by the required deposit in an amount sufficient to cover the estimated cost of preparation of such record, the time within which such petition may be filed in court is extended to not later than the 30th day following the date on which the record is either personally delivered or mailed to the party, or the party's attorney of record, if the party has one. A written request for the preparation of t he record of the proceedings shall be filed with the City Clerk, City of Carlsbad, 1200 Carlsbad Village Drive, Carlsbad, CA 92008. PASSED, APPROVED AND ADOPTED at a Regular Meeting of the City Council of the City of Carlsbad on the 12th day of March, 2024, by the following vote, to wit: AYES: NAYS: ABSTAIN: ABSENT: BLACKBURN, BHAT-PATEL, ACOSTA, LUNA. NONE. BURKHOLDER. NONE. KEITH BLACKBURN, Mayor SHERRY FREISINGER, City Clerk (SEAL) March 12, 2024 Item #8 Page 10 of 135 EXHIBIT 2 March 12, 2024 Item #8 Page 11 of 135 (_ City of CITY ENGINEER DECISION Development Services Land Development Engineering APPEAL FORM Carlsbad 1635 Faraday Avenue E-38 442-339-4610 www.carlsbadca.gov RECEIVED Date of Decision you are appealing: September 13, 2023; September 14, 2023 ~J:'P '> ~ ?M'l -~=,-- Subject of the A1rneal: CITY OF CARLSBAD CITY CLERK'S OFFICE Please s ecificall describe the sub·ect of the decision that is under a eal. For exam le indicate 1M ,e p y j pp p ' appeal is related to a right-of-way permit, grading permit, tract map, parcel map, certificate of compliance or an encroachment. Final sign-off for/closure of grading permit, release of cash deposit and bond, notice of completion, completion of public improvements, and certification of completion of improvements applicable to the Sarem Residence, 4005 Skyline Road, Carlsbad, CA; APN 207-072-21-00, CDP 2020-0017, SEC2149, DWG 531 -1A, ROW2021-0729. Reason(s) for the Appeal: PLEASE NOTE: The appeal shall specifically state the reason(s) for the appeal. Failure to specify a reason may result in denial of the appeal, and you will be limited to the grounds stated here when presenting your appeal. BE SPECIFIC How did the decision-maker err? What about the decision is inconsistent with local laws, plans, or policy? Please attach additional sheets or exhibits if necessary. Please see attachment. NAME (Print): Lee Andelin and Arie Spangler, attorneys for Josh and Terri Edwards MAILING ADDRESS: 160 Chesterfield Dr., Ste. 201 CITY, STATE, ZIP: TELEPHONE: EMAIL ADDRESS: SIGNATURE: DATE: E-38 Cardiff by the Sea, CA 92007 (760) 944-9006 ?~ ~ Page 1 of 1 Rev. 04/23 March 12, 2024 Item #8 Page 12 of 135 ATTACHMENT TO CITY ENGINEER DECISION APPEAL FORM E-38 Project: Sarem Residence, 4005 Skyline Road, Carlsbad, CA; APN 207-072-21-00, CDP 2020- 0017 (and/or CDP 2021-0016), SEC2149, DWG 531-lA, ROW2021-0729 Permittees: Scott Alexander Sarem and Kyra Bush Sarem, trustees or their successor trustee(s) under the Sarem Family Trust Dated July 17, 2008 Reasons for Appeal: The final sign off and closure of the grading permit and release of the cash deposit and bond applicable to the Sarem Residence, owned by Scott Alexander Sarem and Kyra Bush Sarem, trustees or their successor trustee(s) under the Sarem Family Trust Dated July 17, 2008, for the project located at 4005 Skyline Road in Carlsbad; APN 207-072-21-00, permit Nos. CDP 2020- 0017, SEC2149, DWG 531-lA, ROW2021-0729, is inconsistent with and violates Carlsbad Municipal Code sections 15.16.110, 15.16.130, 15.16.140, and 15.16.170, along with the City of Carlsbad BMP Design Manual and standard engineering practices. The Sarem Residence is located directly adjacent to and uphill, to the east, of the property located at 4020 Sunnyhill Drive, which is owned by appellants Josh and Terri Edwards. The redevelopment of the Sarem property to build the new Sarem Residence necessitated significant grading and alterations to the drainage pattern on the Sarem property, causing a massive amount of stormwater to be directed from the uphill Sarem property directly on to the downhill Edwards property, causing severe erosion and flooding on the Edwards property. The Edwards attempted to address these issues with the City Engineer prior to final approval of the Sarem grading permit, to no avail. The Edwards expect additional flooding and erosion will continue to occur on their property every time there is moderate precipitation. Grading for the Sarem project was performed in violation of Carlsbad Municipal Code section 15.16.B0(A), subdivisions (3), (5) and (6). The Sarem Residence grading operation damaged and continues to cause damage to adjacent private property (namely, the Edwards property, located at 4020 Sunnyhill Drive in Carlsbad), in violation of Carlsbad Municipal Code section 15 .l 6.130(A)(3). The permittee did not install and has not installed or maintained required drainage and erosion control measures to protect downstream properties from flooding, sedimentation, other adverse impacts caused, or the increase in surface water runoff resulting from the grading operation, in violation of Carlsbad Mun. Code§ 15.16.130(A)(5). Further, the permittee failed to perform, and the City Engineer failed to require, sufficient inspection and testing of the grading work to ensure conformance with the plans and specifications, the recommendations of the soils and geotechnical engineers, city standards, the March 12, 2024 Item #8 Page 13 of 135 landscape manual and the applicable provisions of the Municipal Code, in violation of Carlsbad Municipal Code section 15 .16.130(A)(6). The post-project runoff conditions (flow rates and durations) exceed pre-development run-off conditions by more than 10 percent, in violation of City of Carlsbad BMP Design Manual § 2.3.2(a), Jan. 11, 2023. The release of the security/bond violates Carlsbad Municipal Code section 15.16.140 because the work is not in substantial compliance with the terms and conditions of the permit or the applicable code provisions. The grading work also violates Carlsbad Municipal Code section 15 .16.170 because it endangered and continues to endanger adjacent property (i.e., the Edwards property) and was performed without application of BMPs. Pursuant to section 1.20.310 of the Carlsbad Municipal Code, appellants respectfully request that the City Council approve their appeal and invalidate, rescind, and void the City Engineer's decision to issue final approval for the Sarem grading permit, in accordance with Section 15.16.1 l0(B), which provides, in relevant portion: "The issuance or granting of a grading permit or approval of grading plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this chapter or any other chapter of this code. Permits presuming to give authority to violate or cancel the provisions of this chapter or any other chapter of this code shall not be valid." (Carlsbad Mun. Code§ 15.16.1 lO(B).) March 12, 2024 Item #8 Page 14 of 135 AANNESTAD ANDELIN & CORN LLP 90-4340/1222 03 160 CHESTERFIELD DR STE 201 ir.1;W,<iM1li1~!!' CARDIFF, CA 92007-1900 '\bE'j?o~s: 760-944-9006 <!. ·;;; 0 ·a. ., 0 $ lZ-z)orJ .! ., en 0 o • .c .DOLLARS a. I .,;. <) .. E-Jrieer ~ Oeu \)!)" ~w11.i\i!.) Ill MEMO W1 dl C 0 .!!! "" <ii li 0 EXHIBIT 3 March 12, 2024 Item #8 Page 15 of 135 PLANNING COMMISSION RESOLUTION NO. 7383 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF CARLSBAD, CALIFORNIA, APPROVING A COASTAL DEVELOPMENT PERMIT TO ALLOW THE DEMOLITION OF AN EXISTING SINGLE-FAMILY RESIDENCE AND THE CONSTRUCTION OF A 6,702-SQUARE-FOOT SINGLE-FAMILY RESIDENCE WITH 896 SQUARE FEET OF GARAGE SPACE, SECOND FLOOR TERRACE, COVERED OUTDOOR ROOM, AND A POOL LOCATED AT 4005 SKYLINE ROAD WITHIN THE MELLO II SEGMENT OF THE CITY'S LOCAL COASTAL PROGRAM AND LOCAL FACILITIES MANAGEMENT ZONE 1. CASE NAME: SAREM RESIDENCE CASE NO: CDP 2020-0017 (DEV20120-0110) WHEREAS, Scott & Kyra Sarem, 11Developer/Owner," has filed a verified application with the City of Carlsbad regarding property described as All of Lot 24 and the southerly 7.74 feet of Lot 25 of Carlsbad Highlands, in the City of Carlsbad, County of San Diego, State of California, according to Map No. 2647, filed in the Office of the County Recorder of San Diego County, April 18, 1950, the said 7.74 feet being measured along the easterly line of said lot and the northerly line of said 7. 74 feet being parallel with the southerly line of said lot. Excepting from said Lot 24, the southerly 100.66 feet being parallel with and distant 100.66 northerly measured at right angles from the southerly line of said Lot 24 { 11the Property"); and WHEREAS, said verified application constitutes a request for a Coastal Development Permit as shown on Exhibit(s) "A" -"O" dated October 7, 2020, attached hereto and on file in the Carlsbad Planning Division, CDP 2020-0017 -SAREM RESIDENCE, as provided in Chapter 21.201 of the Carlsbad Municipal Code;and WHEREAS, the Planning Commission did, on October 7, 2020, hold a duly noticed public hearing as prescribed by law to consider said request; WHEREAS, at said public hearing, upon hearing and considering all testimony and arguments, if any, of all persons desiring to be heard, said Commission considered all factors relating to the Coastal Development Permit. NOW, THEREFORE, BE IT HEREBY RESOLVED by the Planning Commission of the City of Carlsbad, as follows: March 12, 2024 Item #8 Page 16 of 135 A) That the above recitations are true and correct. B) That based on the evidence presented at the public hearing, the Commission APPROVES CDP 2020-0017 -SAREM RESIDENCE, based on the following findings and subject to the following conditions: Findings: Coastal Development, CDP 2020-0017 1. That the proposed development is in conformance with the Certified Local Coastal Program and all applicable policies in that the project is located within the Mello II Segment of the Local Coastal Program. The subject site has a Local Coastal Program (LCP) Land Use designation of R- 4 Residential (0-4 du/ace), which allows for a density of 0-4 du/ac and 3.2 du/ac at the Growth Management Control Point (GMCP). The project density of 1.75 du/ac is consistent with the R- 4 LCP Land Use designation. Therefore, the project is consistent with the Mello II Segment of the LCP. The project consists of the construction of a new 6,702-square-foot single family residence with an attached two-car garage in addition to an attached one-car garage in an area designated for residential development. The proposed two-story, single-family residence is compatible with the surrounding development of one and two-story single-family structures. The two-story residence will not obstruct views of the coastline as seen from public lands or the public right-of-way, nor otherwise damage the visual beauty of the coastal zone. No agricultural uses currently exist on the previously graded site, nor are there any sensitive resources located on the developable portion of the site. The proposed single-family residence is not located in an area of known geologic instability or flood hazard. Since the site does not have frontage along the coastline, no public opportunities for coastal shoreline access are available from the subject site. Furthermore, the residentially designated site is not suited for water-oriented recreation activities. 2. The proposal is in conformity with the public access and recreation policies of Chapter 3 of the Coastal Act in that the property is not located adjacent to the coastal shore and, therefore, will not interfere with the public's right to physical access or water-oriented recreational activities. 3. The project is consistent with the provisions of the Coastal Resource Protection Overlay Zone (Chapter 21.203 of the Zoning Ordinance) in that the project will adhere to the City's Master Drainage Plan, Grading Ordinance, Storm Water Ordinance, BMP Design Manual and Jurisdictional Runoff Management Program (JRMP) to avoid increased urban run-off, pollutants and soil erosion. The subject property does not include steep slopes (equal to or greater than 25% gradient) nor native vegetation. In addition, the site is not located in an area prone to landslides, or susceptible to accelerated erosion, floods or liquefaction. California Environmental Quality Act (CEQA) 4. The City Planner has determined that the project belongs to a class of projects that the State Secretary for Resources has found do not have a significant impact on the environment, and it is therefore categorically exempt from the requirement for preparation of environmental documents pursuant to Sections 15303(a) of the State CEQA Guidelines. More specifically, CEQA Section 15303(a) -New Construction or Conversion of Small Structures, is a Class 3 exemption that includes the construction of one single-family residence in a residential zone. Consistent with the section, the project is proposing to replace an existing single-family residence with a new single-family residence, which is located on a residentially zoned property. In making this PC RESO NO. 7383 -2- March 12, 2024 Item #8 Page 17 of 135 General determination, the City Planner has found that the exceptions listed in Section 15300.2 of the State CEQA Guidelines do not apply to this project. 5. The project is consistent with the City-Wide Facilities and Improvements Plan, the Local Facilities Management Plan for Zone 1 and all City public policies and ordinances. The project includes elements or has been conditioned to construct or provide funding to ensure that all facilities and improvements regarding: sewer collection and treatment; water; drainage; circulation; fire; schools; parks and other recreational facilities; libraries; government administrative facilities; and open space, related to the project will be installed to serve new development prior to or concurrent with need. Specifically, a. The project has been conditioned to provide proof from the Carlsbad Unified School District that the project has satisfied its obligation for school facilities. b. The Public Facility fee is required to be paid by Council Policy No.17 and will be collected prior to the issuance of building permit. c. The Local Facilities Management fee for Zone 1 is required by Carlsbad Municipal Code Section 21.90.050 and will be collected prior to issuance of building permit. 6. That the project is consistent with the City's Landscape Manual and Water Efficient Landscape Ordinance (Carlsbad Municipal Code Chapter 18.50). 7. The Planning Commission has reviewed each of the exactions imposed on the Developer contained in this resolution, and hereby finds, in this case, that the exactions are imposed to mitigate impacts caused by or reasonably related to the project, and the extent and the degree of the exaction is in rough proportionality to the impact caused by the project. Conditions: Note: Unless otherwise specified herein, all conditions shall be satisfied prior to the approval of a grading permit or building permit, whichever occurs first. 1. If any of the following conditions fail to occur, or if they are, by their terms, to be implemented and maintained over time, if any of such conditions fail to be so implemented and maintained according to their terms, the City shall have the right to revoke or modify all approvals herein granted; deny or further condition issuance of all future building permits; deny, revoke, or further condition all certificates of occupancy issued under the authority of approvals herein granted; record a notice of violation on the property title; institute and prosecute litigation to compel their compliance with said conditions or seek damages for their violation. No vested rights are gained by Developer or a successor in interest by the City's approval of this Coastal Development Permit. 2. Staff is authorized and directed to make, or require the Developer to make, all corrections and modifications to the Coastal Development Permit documents, as necessary to make them internally consistent and in conformity with the final action on the project. Development shall occur substantially as shown on the approved Exhibits. Any proposed development, different from this approval, shall require an amendment to this approval. PC RESO NO. 7383 -3- March 12, 2024 Item #8 Page 18 of 135 3. Developer shall comply with all applicable prov1s1ons of federal, state, and local laws and regulations in effect at the time of building permit issuance. 4. If any condition for construction of any public improvements or facilities, or the payment of any fees in-lieu thereof, imposed by this approval or imposed by law on this Project are challenged, this approval shall be suspended as provided in Government Code Section 66020. If any such condition is determined to be invalid, this approval shall be invalid unless the City Council determines that the project without the condition complies with all requirements of law. 5. Developer/Operator shall and does hereby agree to indemnify, protect, defend, and hold harmless the City of Carlsbad, its Council members, officers, employees, agents, and representatives, from and against any and all liabilities, losses, damages, demands, claims and costs, including court costs and attorney's fees incurred by the City arising, directly or indirectly, from (a) City's approval and issuance of this Coastal Development Permit (b) City's approval or issuance of any permit or action, whether discretionary or nondiscretionary, in connection with the use contemplated herein, and (c) Developer/Operator's installation and operation of the facility permitted hereby, including without limitation, any and all liabilities arising from the emission by the facility of electromagnetic fields or other energy waves or emissions. This obligation survives until all legal proceedings have been concluded and continues even if the City's approval is not validated. 6. Prior to the issuance of a building permit, the Developer shall provide proof to the Building Division from the Carlsbad Unified School District that this project has satisfied its obligation to provide school facilities. 7. This project shall comply with all conditions and mitigation measures which are required as part of the Zone 1 Local Facilities Management Plan and any amendments made to that Plan prior to the issuance of building permits. 8. This approval shall become null and void if building permits are not issued for this project within 24 months from the date of project approval. 9. Developer shall submit to the City a Notice of Restriction executed by the owner of the real property to be developed. Said notice is to be filed in the office of the County Recorder, subject to the satisfaction of the City Planner, notifying all interested parties and successors in interest that the City of Carlsbad has issued a Coastal Development Permit by Resolution No. 7383 on the property. Said Notice of Restriction shall note the property description, location of the file containing complete project details and all conditions of approval as well as any conditions or restrictions specified for inclusion in the Notice of Restriction. The City Planner has the authority to execute and record an amendment to the notice which modifies or terminates said notice upon a showing of good cause by the Developer or successor in interest. 10. Building permits will not be issued for this project unless the local agency providing water and sewer services to the project provides written certification to the City that adequate water service and sewer facilities, respectively, are available to the project at the time of the application for the building permit, and that water and sewer capacity and facilities will continue to be available until the time of occupancy. 11. Developer shall pay the citywide Public Facilities Fee imposed by City Council Policy #17, the License Tax on new construction imposed by Carlsbad Municipal Code Section 5.09 .030, and CFO #1 special tax (if applicable), subject to any credits authorized by Carlsbad Municipal Code Section PC RESO NO. 7383 -4- March 12, 2024 Item #8 Page 19 of 135 5.09.040. Developer shall also pay any applicable Local Facilities Management Plan fee for Zone 1, pursuant to Chapter 21.90. All such taxes/fees shall be paid at issuance of building permit. If the taxes/fees are not paid, this approval will not be consistent with the General Plan and shall become void. 12. A project may be exempt from the inclusionary housing requirement if the construction of new residential structures replace residential structures that were demolished within two years prior to the application for a building permit for the new residential structures. The exemption is contingent upon the number of residential units (one) not being increased from the number of residential units in the previously demolished residential structure. Since there will not be an increase in the number of units on the property, the project will be exempt from the inclusionary housing requirement if building permits are issued within two years of the demolition of the existing residential structure. If building permits are not applied for within two years of demolishing the existing single-family home, then the applicant/developer shall pay the inclusionary housing in lieu fee for one (1) unit. 13. Developer shall submit and obtain City Planner approval of a Final Landscape and Irrigation Plan showing conformance with the approved Preliminary Landscape Plan and the City's Landscape Manual. Developer shall construct and install all landscaping as shown on the approved Final Plans, and maintain all landscaping in a healthy and thriving condition, free from weeds, trash, and debris. 14. The first submittal of Final Landscape and Irrigation Plans shall be pursuant to the landscape plan check process on file in the Planning Division and accompanied by the project's building, improvement, and grading plans. 15. Approval is granted for CDP 2020-0017 as shown on Exhibits "A" -"O", dated October 7, 2020, on file in the Planning Division and incorporated herein by reference. Development shall occur substantially as shown unless otherwise noted in these conditions. Engineering: General 16. Prior to hauling dirt or construction materials to or from any proposed construction site within this project, developer shall apply for and obtain approval from, the city engineer for the proposed haul route. 17. This project is approved upon the express condition that building permits will not be issued for the development of the subject property, unless the district engineer has determined that adequate water and sewer facilities are available at the time of permit issuance and will continue to be available until time of occupancy. 18. Developer shall include rain gutters on the building plans subject to the city engineer's review and approval. Developer shall install rain gutters in accordance with said plans. 19. Developer shall install sight distance corridors at all street intersections and driveways in accordance with City Engineering Standards. The property owner shall maintain this condition. 20. Property owner shall maintain all landscaping (shrubs, groundcover, etc.) and irrigation along the parkway frontage with Skyline Road as shown on the Site Plan. PC RESO NO. 7383 -5- March 12, 2024 Item #8 Page 20 of 135 Fees/ Agreements 21. Developer shall cause property owner to execute and submit to the city engineer for recordation, the city's standard form Geologic Failure Hold Harmless Agreement. 22. Developer shall cause property owner to execute and submit to the city engineer for recordation the city's standard form Drainage Hold Harmless Agreement. 23. Developer shall cause property owner to submit an executed copy to the city engineer for recordation a city standard Permanent Stormwater Quality Best Management Practice Maintenance Agreement. 24. Developer shall cause property owner to apply for, execute, and submit, to the city engineer for recordation, an Encroachment Agreement covering private decorative pavement located over existing public right-of-way or easements as shown on the preliminary landscape plan or remove said decorative pavement from the final landscape/construction plans. Developer shall pay processing fees per the city's latest fee schedule. • 25. Developer shall cause property owner to enter into a Neighborhood Improvement Agreement with the city on a city standard form for the future public improvement of Skyline Road along the property frontage for a half street width of thirty-feet. Public improvements shall include but are not limited to paving, base, sidewalks, curbs and gutters, grading, clearing and grubbing, relocation of utilities, fire hydrants, street lights, and driveway approach. Grading 26. Based upon a review of the proposed grading and the grading quantities shown on the site plan, a precise grading permit for this project is required. Developer shall prepare and submit plans and technical studies/reports as required by city engineer, post security and pay all applicable grading plan review and permit fees per the city's latest fee schedule. Storm Water Quality 27. Developer shall comply with the city's Stormwater Regulations, latest version, and shall implement best management practices at all times. Best management practices include but are not limited to pollution control practices or devices, erosion control to prevent silt runoff during construction, general housekeeping practices, pollution prevention and educational practices, maintenance procedures, and other management practices or devices to prevent or reduce the discharge of pollutants to stormwater, receiving water or stormwater conveyance system to the maximum extent practicable. Developer shall notify prospective owners and tenants of the above requirements. 28 . Developer shall complete and submit to the city engineer a Determination of Project's SWPPP Tier Level and Construction Threat Level Form pursuant to City Engineering Standards. Developer shall also submit the appropriate Tier level Storm Water Compliance form and appropriate Tier level Storm Water Pollution Prevention Plan (SWPPP) to the satisfaction of the city engineer. Developer shall pay all applicable SWPPP plan review and inspection fees per the city's latest fee schedule. 29. This project is subject to 'Priority Development Project' requirements. Developer shall prepare and process a Storm Water Quality Management Plan (SWQMP), subject to city engineer PC RESO NO. 7383 -6- March 12, 2024 Item #8 Page 21 of 135 approval, to comply with the Carlsbad BMP Design Manual latest version. The final SWQMP required by this condition shall be reviewed and approved by the city engineer with final grading plans. Developer shall pay all applicable SWQMP plan review and inspection fees per the city's latest fee schedule. 30. Developer is responsible to ensure that all final design plans (grading plans, improvement plans, landscape plans, building plans, etc) incorporate all source control, site design, pollutant control BMP and applicable hydromodification measures. Dedication/Improvements 31. Developer shall design the private drainage systems, as shown on the site plan to the satisfaction of the city engineer. All private drainage systems (12" diameter storm drain and larger) shall be inspected by the city. Developer shall pay the standard improvement plan check and inspection fees for private drainage systems. 32. Prior to any work in city right-of-way or public easements, Developer shall apply for and obtain a right-of-way permit to the satisfaction of the city engineer. 33. Developer shall design all proposed public improvements including but not limited to water services/meters as shown on the site plan. These improvements shall be shown on one ofthe following, subject to city engineer approval: Utilities A. Grading plans processed in conjunction with this project; or B. Construction Revision to an existing record public improvement drawing Developer shall pay plan check and inspection fees using improvement valuations in accordance with the city's current fee schedule. Developer shall apply for and obtain a right-of-way permit prior to performing work in the city right-of-way. 34. Developer shall install potable water and/or recycled water services and meters at locations approved by the district engineer. The locations of said services shall be reflected on public improvement plans or grading plans. 35. The developer shall design and agree to construct public water, sewer, and recycled water facilities substantially as shown on the site plan to the satisfaction of the district engineer and city engineer. Code Reminders: The project is subject to all applicable provisions of local ordinances, including but not limited to the following: 36. Prior to the issuance of a building permit, Developer shall pay the Local Facilities Management fee for Zone 1 as required by Carlsbad Municipal Code Section 21.90.050. 37. Developer shall pay a landscape plan check and inspection fee as required by Section 20.08.050 of the Carlsbad Municipal Code. 38. Developer shall pay planned local area drainage fees in accordance with Section 15.08.020 of the City of Carlsbad Municipal Code to the satisfaction of the city engineer. PC RESO NO. 7383 -7- March 12, 2024 Item #8 Page 22 of 135 39. Approval of this request shall not excuse compliance with all applicable sections of the Zoning Ordinance and all other applicable City ordinances in effect at time of building permit issuance, except as otherwise specifically provided herein. NOTICE TO APPLICANT An appeal of this decision to the City Council must be filed with the City Clerk at 1200 Carlsbad Village Drive, Carlsbad, California, 92008, within ten (10) calendar days of the date of the Planning Commission's decision. Pursuant to Carlsbad Municipal Code Chapter 21.54, section 21.54.150, the appeal must be in writing and state the reason(s) for the appeal. The City Council must make a determination on the appeal prior to any judicial review. PC RESO NO. 7383 -8- March 12, 2024 Item #8 Page 23 of 135 NOTICE Please take NOTICE that approval of your project includes the "imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to for convenience as "fees/exactions." You have 90 days from date of final approval to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedure set forth in Government Code Section 66020{a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity charges, nor planning, zoning, grading, or other similar application processing or service fees in connection with this project; NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. PASSED, APPROVED, AND ADOPTED at a regular meeting of the Planning Commission of the City of Carlsbad, California, held on October 7, 2020, by the following vote, to wit: AYES: Chair Anderson, Commissioners Geidner, Lafferty, Luna, Merz, Meenes, and Stine NOES: ABSENT: ABSTAIN: VELYN ANDERSON, Chair CARLSBAD PLANNING COMMISSION ATTEST: DON NEU City Planner PC RESO NO. 7383 -9- SEC2148EXHIBIT 4 March 12, 2024 Item #8 Page 24 of 135 --· --------------------------- GRADING AND EROSION CONTROL AGREEMENT Project ID: CDP 2020-0017 NAME OF APPLICANT: Scott Alexander Sarem and Kyra Bush Sarem, trustees or their successor trustee(s) under the Sarem Family Trust Dated July 17, 2008 DATE OF AGREEMENT: (referred to as •Ap~t'') ~ ~ 1,,1.--,, '].dv\. GRADING PERMIT NO.: 2021-0016 {referred to as "Grading Permit") LOCATION: 4005 Skyline Road, Carlsbad, CA 92008 (referred to as "Grading Site") OFFSITE LOCATION (IF ANY): _n'"""/ __ a __________________ _ (referred to as "Offsite Grading Location") NAME OF DEVELOPMENT: Sarem Residence ------------------------(referred to as "Development") GRADING PLAN NUMBER: 531-1A ---------------------------( r cf erred to as "Grading Plans and Specifications" SURETY/FINANCIAL INSTITUTION: Amencan contractors Indemnity Company ADDRESS: 625 The City Drive So., Ste. 205, Orange, CA 92868 TOTAL AMOUNT OF SECURITY: _$6::...;;...;;.5"'"'1 =27....;;9....;;.9..c.O ______________ _ TAXPAYER I.D. NO: AMOUNT OF SECURITY POSTED AS CASH $65,128 DEPOSIT: RECEIPT NO. ~Jtou AMOUNT OF SECURITY POSTED OTHER THAN CASH: --$;..;;5..;;..86.;;..:., __ 15'-1.;,..;.9...;;.0 _______ _ SECURITY FORM FOR AMOUNT OTHER THAN CASH: _s_u_re_t~y_B __ o_nd _____ .,.,.._ ___ _ (Surety Bond, Letter of Credit) This agreement is made and entered into by and between the City of Carlsbad, California, a Municipal Corporation of the State of California, hereinafter referred to as City, and the Applicant. REC I TALS A. The Applicant has applied for a Grading Permit. pursuant to Chapter 15.16 of the Carlsbad Municipal Code (hereinafter referred to as "Code"), to perform grading work including excavation, fill, installation of drainage facilities, installation of desiltation/retention basins, landscaping, erosion control or any combination thereof and storm damage protection, withn the City of Carlsbad, State of California, more specifically described in the application for Grading Permit referred to above and incorporated by reference herein. 1 0...Cl!Oll.ilnd0"1IIPROJECT81COP\COP2020'COP2020.oo17 s..om R-nco. R,ck\9 & AIGIUOINQ ANO EROSION COl,ITRO. AGREEMENT.docRFV Ot/25113 March 12, 2024 Item #8 Page 25 of 135 B. Complete Grading Plans and Specifications for the grading work to be performed under the Grading Permit, incorporated by reference herein, have been prepared by or at the request of the Applicant, approved by the City Engineer, and filed in the office of the City Engineer. C. Grading work shall be performed in accordance with the Code, all City Standards, Landscape Manual, and the Grading Plans and Specifications as identified on Page 1 hereof. All grading work shall occur in the general location of the Grading Site and may include work at the Offsite Grading Location, as specified on Page 1. D. An estimate of the cost of performing the grading work in connection with City requirements according to the Grading Plans and Specifications has been submitted by the Applicant and approved by the City Engineer and is attached as Exhibit "A". E. Section 15.16.140 of the Code requires the Applicant to post with the City a type of security authorized by Code Section 20.16.070 in an amount sufficient to cover the cost of the grading work prior to issuance of the Grading Permit. F. The City Engineer may require, pursuant to Section 15.16.140 0.4 of the Code, that up to ten percent (10%) of the estimated cost to perform the grading work be posted as cash to ensure the cleaning, repair and rehabilitation of public or private facilities that are damaged by sedimentation, erosion or construction activities, and to ensure that adequate safeguards for the prevention of erosion are in place when needed. The applicant has the right to submit a cash deposit greater than ten percent. G. The applicant has submitted cash in the amount stated on Page 1. NOW, THEREFORE, in consideration of the issuance of the Grading Permit by the City, the Applicant and the City agree as follows: 1. Applicant's Obligation to Perform Grading Work Applicant shall: a. Complete at Applicant's expense all grading, drainage, landscape, storm damage and erosion control work required by the Grading Permit within the time limits specified in the Grading Permit, and in accordance with the Grading Plans and Specifications, City Standards, Landscape Manual and the Code. b. Maintain any and all desiltation basins and other erosion control devices in a manner acceptable to the City Engineer. If the City Engineer determines that erosion control measures or devices are not adequate or are not being maintained in an acceptable manner, or that a hazardous 2 Q;ICEO\Land0evlPROJECTSICDPICDP2020\C_DP2020-0017 Sorem Residence. Riek\8& A\GRAOING AND EROSION CONTROL AGREEMENT.docREV. 01125/13 March 12, 2024 Item #8 Page 26 of 135 condition exists due to erosion. or to work being done, applicant shall take immediate action to construct or install additional erosion control devices or repair the existing erosion control devices or correct the hazardous condition upon notification by the City Engineer. Notification will be made by telephone to the 24 hour emergency telephone number shown on the plans. If there is no answer at the emergency phone number or the contact person fails to initiate corrective action within the time specified by the City Engineer, then the City Engineer may cause corrective action to be taken and the costs of said corrective action shall be deducted from the cash deposit posted by the applicant. Funds withdrawn by the City Engineer from the cash deposit required under the terms of this agreement shall be replaced by the applicant within five working days of notice from the City Engineer to do so. The City Engineer may order all work on the project stopped until such time as the cash deposit is restored to its original balance. This provision shall also apply to any existing offsite desiltation basins which in the opinion of the City Engineer are impacted by siltation originating from the Applicant's development site. c. Make an inspection of the desiltation basin(s) and other erosion control devices after each runoff producing rainfall and repair or restore the basin or device when the accumulation of silt reduces the design performance below acceptable levels in the opinion of the City Engineer. d. Give good and adequate warning to the public of each and every dangerous condition present in or adjacent to the grading work and take all reasonable actions to protect the public from such dangerous conditions. e. Pay any investigation fee imposed by the City Engineer pursuant to Code Section 15.16.180. 2. Securing of Property Rights. The applicant shall not commence any off-site grading until proof of all necessary and proper written legal permission or title is furnished to the City Engineer. 3. Security. Applicant shall at all times guarantee Applicant's performance of this agreement by furnishing to City and by maintaining good and sufficient security as required by Code on forms approved by City, in the types and amounts set forth on page 1. In accordance with Section 15.16.140 of the Code, the Applicant shall submit one or more forms of security in an amount up to 100 percent (100%) of the estimated cost of the grading work. The securities required by this agreement shall be kept on file with the City Clerk. The terms and conditions of the security posted with this agreement are incorporated into this agreement by this reference. 3 Q:\CEO\Lanooev1PROJECTS\CDP\COP2020\CDP2020-0017 Sarem Residence• Rick\B & A\GRAotNG AND EROSION CONTROL AGREEMENT.docREV. 01/25/13 March 12, 2024 Item #8 Page 27 of 135 If any security is replaced by another security approved by the City Engineer, the replacement shall be filed with the City Clerk and, upon filing, shall be deemed to have been made a part of and incorporated into this agreement. Upon filing of a replacement security with the City Clerk, the former security may be released by the City Engineer. 4. Inspection and Acceptance. Applicant shall at all times maintain proper facilities and safe access for inspection of the grading work by City inspectors. Upon completion of the work the Applicant shall request a final inspection by the City Engineer. The City Engineer shall certify the completion of the work upon determining that the work has been completed in accordance with this agreement. Applicant shall bear all costs of inspection and certification. 5. Release of Security. The Security required by this agreement shall be released as follows: a. Security given to guarantee performance of the grading and erosion control work as authorized pursuant to the Grading Permit shall be released upon acceptance of the work by the City Engineer subject to the provisions in Subsections b, c and d of this section. b. Upon written application for release by Applicant, the City Engineer may release a portion of the security as grading is satisfactorily completed and accepted. The City Engineer shall not authorize a release of the grading and erosion control security to an amount, in his or her opinion, below that required to guarantee the completion of any work or any_ other obligation imposed by Code, conditions of approval for the development, or this agreement. c. All or any portion of the cash security deemed necessary by the City Engineer, shall be retained to guarantee maintenance and repair of desiltation basins and other erosion control devices. The remaining cash security shall be released upon determination of the City Engineer that the development site has been adequately and permanently safeguarded against erosion and all temporary desiltation basin and erosion control devices have been removed to the satisfaction of the City Engineer. d. The City may retain from the security released an amount sufficient to cover City costs, reasonable expenses and fees, including unpaid investigation fees imposed pursuant to Code Section 15.16.180, and reasonable attorney's fees. 6. Injury to ·Public or Private Improvements and Property. Applicant shall indemnify the City pursuant to Paragraph 1 0 and replace, or repair, or pay to the owner, the entire cost of replacement or repairs of any property damaged or destroyed by reason of any work done hereunder, whether such 4 Q:ICED\LandDe\l\l'ROJECTSICOP\CDP2020'CDP2020-0017 sarem Residence• Rick\B & A\GRAOING AND EROSION CONTROL AGREEMEITT.docREV. 01/25113 March 12, 2024 Item #8 Page 28 of 135 property is owned by the United States or any agency thereof, or the State of California or any agency or district or political subdivision thereof, or any public or private corporation, or by any person, or by any combination of such owners. Any such repair or replacement shall be to the satisfaction and subject to the approval of the City Engineer. 7. Permits. At Applicant's expense, Applicant shall obtain all necessary permits and licenses for the construction and installation of the improvements, give all necessary notices and pay all fees and taxes required by law. 8. Default of Applicant. In the event Applicant fails to perform any work required by this agreement, City may perform work twenty (20) days after mailing written Notice of Default to Applicant and to Applicant's Surety. Applicant agrees to pay the entire cost of such performance by City. The sums provided by this security agreement may be used by City to complete the work in accordance with the Grading Plans and Specifications referenced herein. If Applicant does not perform the work in a timely manner as determined by the City Engineer, City may take over the work and prosecute the same to completion by contract or by any other method City deems advisable, for the account and at the expense of Applicant. Applicant's Surety shall be liable to City for any excess cost or damages occasioned by City. In such event, City, without liability for so doing, may take possession of and utilize in completing the work such materials, appliances, plant and other property belonging to Applicant as may be on the site of the work and necessary therefor. Applicant agrees not to remove such property from the site. In the event Applicant fails to perform any obligation hereunder, Applicant agrees to pay all costs and expenses incurred by City in securing performance of such obligations, including cost of suit and reasonable attorney's fee. 9. Applicant Not Agent of City. Neither Applicant nor any of Applicant's agents or contractors are or shall be considered to be agents of the City in connection with the performance of Applicant's obligations under this agreement. 10. Indemnity/Hold Harmless. Neither the City nor any officer, agent or employee thereof shall be liable for any injury to persons or property occasioned by reason of the acts or omissions of Applicant, or their agents or employees, in the performance of this agreement. Applicant further agrees to defend and hold harmless City, its officials and employees from any and all claims, demands, causes of action, liability or loss of any sort, because of, or arising out of, acts or omissions of Applicant, its 5 Q:ICEDILandDev\PROJECTSICDPICOP2020\COP2020-0017 $atom Rosidonco -Rick\S & AIGRADING AND EROSION CONTROL AGREEMENT.docREV. 01/25113 March 12, 2024 Item #8 Page 29 of 135 agents or employees in the performance of this agreement, including all claims, demands, causes of action, liability, or loss because of or arising out of, in whole or in part, the design or construction of the grading and erosion control work; provided however, that the approved grading and erosion control security shall not be required to cover the provisions of this paragraph. Said indemnification and agreement to defend and hold harmless shall extend to injuries to persons and damages to or taking of property resulting from the design, construction or grading as provided herein, and in addition, to adjacent properties and improvements located thereon as a consequence of the diversion of waters from the design or construction of drainage systems, private streets, grading and other development improvements. Acceptance by the City of the grading work shall not constitute an assumption by the City of any responsibility for any damage or taking covered by this paragraph. City shall not be responsible for the design or construction of the development or the grading work pursuant to the approved Grading Plans and Specifications regardless of any action or inaction taken by the City in approving the plans and specifications, unless the particular grading and erosion control design was specifically required by City over written objection by Applicant submitted to the City Engineer before approval of the particular grading and erosion control design, which objection indicated that the particular grading and erosion control design was dangerous or defective and suggested an alternative safe and feasible design. After acceptance of the grading work, the Applicant shall remain obligated to eliminate any defect in design or any dangerous condition caused by the design or grading but, if not in ownership of the property, shall not be responsible for routine maintenance. Provisions of this paragraph shall remain in full force and effect for ten years following the acceptance by the City of grading work. It is the intent of this section that Applicant shall be responsible for all liability for design and construction of the grading and erosion control work done pursuant to this agreement and that City shall not be liable for any act or omission in approving, reviewing, checking, or correcting any plans or specifications or in approving, reviewing or inspecting any work or grading. 11. Sale or Disposition of Development. Sale or other disposition of this property will not relieve Applicant from the obligations set forth herein. If owner sells the property or any portion of the property within the development to any other person. the Applicant may request a novation of this agreement and a substitution of security. Upon approval of the novation and substitution of securities, the Applicant may request a release or reduction of the securities required by this agreement. Nothing in the 6 Q:ICED\LandDev\PROJECTS\CDPICOP20201CDP2020-0017 S..-em Reoidenoo -Rick\B & A\GRADING AND EROSION CONTROL AGREEMENT.docREV. 01125/13 March 12, 2024 Item #8 Page 30 of 135 novation shall relieve the Applicant of the obligations under Paragraph 10 for the work or improvement done by Applicant. 12. Time is of the Essence. Time is of the essence In this agreement. 13. Time for Commencement of Work: Time Extensions. Applicant shall commence substantial construction of the grading and erosion control work not later than three month:s prior to expiration of the Grading Permit. In the event good cause exists as determined by the City Engineer, the time of commencement of construction may be extended. The expiration of the Grading Permit may also be extended by the City Engineer upon a showing of good cause and payment of a Grading Permit Extension Fee in the amount established by City Council Resolution. Neither extension shall be: effective unless and until provided to Applicant in writing by the City Engineer. Any such extension may be granted without notice to the Applicant's Surety and shall in no way affect the validity of this agmement or release the surety on any bond given for the guarantee of performance of this agreement. As a condition of such extension, the City Engineer may require Applicant to furnish new security guaranteeing performance of this agreement as extended in an increased amount as necessary to compensate for any increase in construction cost as determined by the City Engineer. 14. No Vesting of Rights. Performance by Applicant of this agreement shall not be construed to vest Applicant's right with respect to any change in any zoning or building law or ordinance. 15. Notices. All notices required or provided for under this agreement shall be in writing and delivered in person or sent by mail, postage prepaid and addressed as provided In this paragraph. Notice shall be effective on the date it is delivered in person, or, if mailed, on the date of deposit in tlhe United States Mail. Notices, security releases and refunds shall be addressed as follows unless a written change of address is filed with the City: Notice to City: Notice to Applicant: 760-533-2470 (Print Phone Number Here) Notice to Surety: (714) 740-7000 (Print Phone Number Here) City Engineer 1635 Faraday Avenue Carlsbad, CA 92008 Scott Alexander Sarem 6684 Lemon Leaf Dr Carlsbad, CA 92011 (Print Name and Address Here) Freddy Anvari American Contractors Indemnity Company 625 The City Drive So., Ste. 205, Orange, CA 92868 (Print Name and Address Here) 7 scott@everydayenergy.us (Print Email Address Here) fanvari@tmhcc.com (Print Email Address Here) Q:ICED\Lan<J0el/\PROJECTS\COP\COP:i!02Q\COP2020.()017 So-em Re&Jdoneo • RicklS&AIGRAotNG ANO EROSION CONTRa. AGREEMENT.docREV. 01125113 March 12, 2024 Item #8 Page 31 of 135 16. Severability. The provisions of this agreement are severable. If any portion of this agreement is held invalid by a court of competent jurisdiction, the remainder of the agreement shall remain in full force and effect unless amended or modified by the mutual consent of the parties. 17. Captions. The captions of this agreement are for convenience and reference only and shall not define, explain, modify, limit, exemplify, or aid in the interpretation, construction or meaning of any provision of this agreement. 18. Litigation or Arbitration. This agreement may be enforced by litigation or arbitration at City's election and in that event, the prevailing party shall be entitled to costs and reasonable attorney's fees in enforcing the terms of this agreement. 19. Incorporation of Recitals. The Recitals to this agreement are hereby incorporated into the terms of this agreement. 20. Entire Agreement. This agreement constitutes the entire agreement of the parties with respect to the subject matter. All modifications, amendments, or waivers of the terms of this agreement must be in writing and signed by the appropriate representatives of the parties. In the case of the City, the appropriate party shall be the City Manager. Ill Ill Ill Ill Ill Ill Ill Ill Ill Ill Ill Ill 8 Q:ICED\l.andOevlPROJECTSICDP\CDP2020\COP2020-0017 Sarem Residence. Rick\B & A\GRADING ANO EROSION CONTROL AGREEIAENT.docREV. 01/25/13 March 12, 2024 Item #8 Page 32 of 135 ·[O~ /LM Executed by Applicant this _~ __ day of--~---------~· 20..:..)_,_..;;.\ __ __; Applicant: Scott Alexander Sarem and Kyra Bush Sarem, trustees or their successor trustee(s) under the Sarem Family Trust Dated July 17, 2008 By: By: ScottSarem (print name here) K Sarem (print name here) Owner (title and organization of signatory) CITY OF CARLSBAD. a municipal corporation of the State of California By: LDERT, P.E. gineering Manager (Proper notarial acknowledgment of execution by APPLICANT must be attached) (Chairman of the Board, President, or any Vice-President and secretary. any assistant secretary, the Chief Financial Off'IC8r, or any assistant treasurer must sign for corporations. If only one officer signs, the corporation must attach a resolution certified by the secretary or assistant secretary under oorporate seal empowering that officer to bind the corporation.) APPROVED AS TO FORM: CELIA BREWER CityAttD)O e~(/MA~W Assistant City Attorney 9 Q:\CEDU.andOelllPROECT'S\a>PICOP202G\CDP10200017 S-Ae81dence• RlcklB IAIGRAIJNG AND EROSION CONTROL AGREEMBIIT.dodm/. 01/25/13 March 12, 2024 Item #8 Page 33 of 135 CALIFORNIA ACKNOWLEDGMENT CIVIL CODE§ 1f89 A notary public or other officer completing this certificate verifiesonlythe identity of the ind~idual who signed the document to which this certificate is attached. and not the truthfu'1ess, accuracy, or validity or that document who proved to me on the basis of satisfactory evidence to be the person(s) whose na me(s) ls/are subscribed to the wlthln Instrument and acknowledged to me that he/she/they .executed the same In his/her/their authorized capaclty(les), and that by his/her/their slgnature(s) on the Instrument the person(s), or the entity upon behalf of which the person(s) acted. executed the Instrument. i ee e ft ft ft ~A: ;,L~N-0 ft f < Notary Public • California i: San Diego County f Commission It 2323428 - My Comm. Expires Ma; 28, 2024 Place Notary Seal and/or Stamp Ab(Ne I certify under PENAL TY OF PERJURY under the laws of the State of California that the foregoing paragraph Is true and correct. ::~ Signature of Notary Public OPTIONAL --------------~ Completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document Description of Attached Document Title or Type of Document: _________________________ _ DocumentDate: ___________________ Numberof Pages: ___ _ Slgner(s) Other Than Named Above: _____________________ _ Capaclty(les) Claimed by Slgner(s) Signer's Name: ___________ _ Slgner'sName: ___________ _ □ corporate Officer -Tltle(s): ______ _ a Corporate Officer -Tltle(s): ______ _ □ Partner -□ Limited a General □ Partner - a Limited □ General a Individual o Atto.rney In Fact □ lndlvl.dual a Attorney In Fact □ Trustee □ Guardian or Conservator □ Trustee o Guardian or Conservator □ Other: _____________ _ □ Other: _____________ _ Signer Is Representing: ________ _ Signer Is Representing: ________ _ t\2019 National Notary Association 10 Q:'CED'l.endDel/lPROJECTS\CX>PICOP2120'CDP20200017Sa..,,.Realdence·Rldl\B&A\GRADINGANDEROSIONCONTROLAGREl:MENT.doc:REV.01125/13 March 12, 2024 Item #8 Page 34 of 135 "EXHIBIT A" TOAL ENG INEERING, INC. CIVIL ENGINEERS, LAND PLANNERS AND LAND SURVEYORS 139 A VENIDA NA VARRO • SAN CLEMENTE, CA 92672 (949) 492-8586 • FAX (949)498-8625 Construction Cost Estimate for Sarem Residence -4005 Skyline Road CDP 2020-0017 / GR 2021-0016 / DWG 531-1A Item DescriQtion Est. Quantity Unit Price Amount Grading 1 Excavation & Embankment 150 cy $ 32.20 $ 4,830.00 2 Overexcavation & Recompaction (Renedial) 1000 cy $ 32.20 $ 32,200.00 3 Import & Fill 1,545 cy $ 35.42 $ 54,723.90 Subtotal $ 91,753.90 CONTINGENCY (15%) $ 13,800.00 ESTIMATED GRADING COST $ 105,553.90 EARTHWORK BOND AMOUNT I $ 55,276.95 1 On-Site Improvements 1 Concrete driveway/hardscape 4,915 sf $ 7.00 $ 34,405.00 2 Turf block driveway 2,240 sf $ 12.00 $ 26,880.00 3 4" dia. sch 80 pipe 720 If $ 20.00 $ 14,400.00 4 6" dia. sch 40 pipe 320 If $ 25.00 $ 8,000.00 5 8" dia. sch 40 pipe 300 If $ 30.00 $ 9,000.00 6 611 deck drain 8 ea $ 125.00 $ 1,000.00 7 611 atrium drain 28 ea $ 125.00 $ 3,500.00 8 12" atrium drain 33 ea $ 150.00 $ 4,950.00 9 24" concrete catch basin 1 ea $ 500.00 $ 500.00 10 Biofiltration System 1 ea $ 10,000.00 $ 10,000.00 11 Stormwater Detention Vault 1 ea $ 8,000.00 $ 8,000.00 ~ .;, 12 Drainage spreader 42 If $ 50.00 $ 2,100.00 13 5" channel drain 54 If $ 40.00 $ 2,160.00 14 12" wide concrete v-ditch 45 If $ 24.00 $ 1,080.00 15 Pervious paving 2,540 sf $ 12.00 $ 30,480.00 16 4" subdrain system 810 If $ 45.08 $ 36,514.80 17 Downspout connection to drain system 11 ea $ 200.00 $ 2,200.00 18 Screen wall 100 sf $ 49.00 $ 4,900.00 19 Retaining wall 3,400 sf $ 49.00 $ 166,600.00 Subtotal $ 366,669.80 CONTINGENCY (15%) $ 55,000.00 ESTIMATED ON-SITE IMPROVEMENT COST $ 421,669.80 March 12, 2024 Item #8 Page 35 of 135 Item Description Est. Quantity Unit Price Amount Erosion Control Items 1 Silt fence 480 If $ 2.64 $ 1,267.20 2 Material Storage Area 1 ea $ 300.00 $ 300.00 3 Concrete Washout Area 1 ea $ 825.00 $ 825.00 4 Waste Storage Area 1 ea $ 500.00 $ 500.00 5 Stabilized Construction Entrance 400 sf $ 8.66 $ 3,464.00 6 Street Sweeping 1 Is $ 1,500.00 $ 1,500.00 7 Solid Waste Management 1 ea $ 3,500.00 $ 3,500.00 8 Gravel bags 1200 ea $ 1.82 $ 2,184.00 9 Fiber Rolls 200 If $ 3.38 $ 676.00 10 Inlet Protection 70 ea $ 8.00 $ 560.00 11 Geotextiles/Mats 5,000 sf $ 0.40 $ 2,000.00 12 Hydroseeding 3,000 sf $ 0.36 $ 1,080.00 Subtotal $ 17,856.20 CONTINGENCY (15%) $ 2,700.00 ESTIMATED ON-SITE IMPROVEMENT COST $ 20,556.20 Landscape & Irrigation Items 1 Landscape & Irrigation lump sum $ 90,000.00 Subtotal $ 90,000.00 CONTINGENCY (15%) $ 13,500.00 ESTIMATED LANDSCAPE & IRRIGATION COST $ 103,500.00 TOTAL ESTIMATED CONSTRUCTION COST I $ ss1,21s.so I Z5',,Zt Grading Permit Engineering Inspection Request Line (760) 438-3891 GR2021-0016PERMIT #:September 29, 2021DATE: PERMIT TYPE: PARCEL #: SUB TYPE: PROJECT #: STATUS: APPLIED: ISSUED: EXPIRATION: INSPECTOR: LOT #: PLAN #: 04/15/2021 09/29/2021 09/30/2024 Major Issued - Active Nick DeLetto DWG 531-1A DEV2020-0110 2070721700 1 LDE-Grading DWG #: ROW TYPE: CDP2020-0017 LOCATION: SITE ADDRESS:4005 SKYLINE RD PROJECT:Sarem Residence DESCRIPTION:SAREM RESIDENCE: 6,702 SQFT 2 STORY HOME WITH 3 CAR GARAGE, AND ADU OVER GARAGE APPLICANT: JC GRADING INC PO BOX 2202 VALLEY CENTER, CA 92082-2202(760) 749-2246 CONTRACTOR:PROPERTY OWNER: SCOTT AND KYRA SAREM 6684 LEMON LEAF DR CARLSBAD, CA 92011(760) 533-2470 FEE DESCRIPTION TOTAL FEES BALANCE DUEPAID AMOUNT $451.72 $0.00 IMPROVEMENT INSPECTION $451.72 $1,893.65 $0.00 ADDITIONAL IMPROVEMENT PLAN CHECK FEE $1,893.65 $65,128.00 $0.00 GRADING CASH DEPOSIT $65,128.00 $1,200.00 $0.00 LDE THIRD PARTY REVIEW- DEV FUNDED $1,200.00 $383.00 $0.00 SWPPP PLAN REVIEW TIER 2 - High $383.00 $1,358.00 $0.00 SWPPP INSPECTION FEE TIER 2 - High CMI $1,358.00 $495.00 $0.00 SWQMP PLAN REVIEW (subsequent acre >than .5 acres)$495.00 $428.00 $0.00 SWQMP INSPECTION (subsequent acre >than .5 acres)$428.00 $3,017.00 $0.00 GRADING PLANCHECK (ENG) Initial 1,001-10,000cy $3,017.00 $1,449.00 $0.00 GRADING PERMIT (ENG) 1,001-10,000 cy $1,449.00 This fee statement is subject to change as outlined in the Carlsbad Municipal Code. TOTAL PERMIT FEE $75,803.37 $75,803.37 $0.00 The issuance of this permit by the City of Carlsbad does not authorize the applicant for said permit to violate any federal, state, or city laws, ordinances, regulations or policies, including, but not limited to, the Federal Endangered Species Act of 1973 and any amendments thereto. Permit Release:Date Released: Page 1 of 1 1635 Faraday Avenue, Carlsbad, CA 92008-7314 ï 760-602-2740 ï 760-602-1052 f ï www.carlsbadca.gov EXHIBIT 5 March 12, 2024 Item #8 Page 36 of 135 Public Works Construction Management & Inspection 1635 Faraday Avenue  Carlsbad, CA 92008  442-339-2780 t | CMI@carlsbadca.gov Sept. 6, 2023 Scott Alexander Sarem and Kyra Bush Sarem, Trustees under the Sarem Family Trust Dated July 17, 2008 6684 Lemon Leaf Dr. Carlsbad, CA 92011 CDP 2020-0017 SAREM RESIDENCE | GR2021-0016 | DWG 531-1A – GRADING FINAL PUNCH LIST Attached please find the Grading Final Punch List for the subject project, SEC2148. It represents a compilation of items of work which are necessary to complete the project. You are directed to complete all punch list work within 60 days after mailing of this letter. Per the terms of the agreement, the City is holding the $65,128 cash deposit and $586,151.90 bond until the punch list items are completed. Failure to complete this work within this time period will be cause for the City to exercise its rights under the agreement to complete the work. If all items are already marked as complete on the attached, the city will begin proceedings for the formal project acceptance and applicable security releases. Please contact your Project Inspector, Nick De Letto, at 760-331-8018 at your earliest convenience in order to review the list and your work schedule to complete same. Thank you for your prompt attention to this matter. Sincerely, Valerie Airey Municipal Projects Manager c: American Contractors Indemnity Company 625 The City Drive South, Suite 205 Orange, CA 92868 BOND # 1001143774 Project Inspector, Nick De Letto Senior Contract Administrator, Jennifer Chapman File EXHIBIT 6 March 12, 2024 Item #8 Page 37 of 135 C cicyof Carlsbad GRADING FINAL PUNCH LIST CDP 2020-0017 SAREM RESIDENCE, DWG 531-1A GRADING FINAL PL - CDP 2020-0017 / SAREM RESIDENCE, DWG 531-1A 1. Submit final soils report. Date complete: 8/10/23 2. Submit final as-built drawings and complete as-built process. Date complete: 9/5/23 3. Submit BMP Certification Report with photos. Date complete: 8/23/23 Note: You are reminded that you are responsible for any damages caused by your forces in prosecuting the remedial work. In-progress inspection is required during all work. A right-of-way permit will be required prior to starting work. Grading Final Punch List Complete: __________________ (Date) Approved by: ___________________________________ (Project Inspector) Approved by: ___________________________________ (Municipal Projects Manager) 9/6/2023 March 12, 2024 Item #8 Page 38 of 135 ENGINEERS + GEOLOGISTS + ENVIRONMENTAL SCIENTISTS Offices Strategically Positioned Throughout Southern California RIVERSIDE COUNTY OFFICE 40880 County Center Drive, Suite M, Temecula, California 92591 T: 951.600.9271 F: 951.719.1499 For more information visit us online at www.petra-inc.com August 10, 2023 J.N. 20-155 Revision 4 MR. SCOTT SAREM 5796 Armada Drive, Suite 375 Carlsbad, California 92008 Subject: Revised Final Geotechnical Report, Proposed Two-Story Residence, 4005 Skyline Road, City of Carlsbad, San Diego County, California References: See Attached List Dear Mr. Sarem: In accordance with the request of Mr. Jeff Piva, project superintendent, Petra Geosciences, Inc. (Petra) has prepared this revised final geotechnical report of grading for 4005 Skyline Road, Permit #GR2021-0016, located on the west side of Skyline Road and northerly of Tamarack Avenue in the city of Carlsbad, San Diego County, California. The purpose of this report is to document that the grading for the Sarem property has been completed in conformance with the recommendations of the project geotechnical reports (references) and that the fill materials have been properly placed and compacted in accordance with the project geotechnical reports (referenced) and the City of Carlsbad Grading Ordinance. GEOLOGIC CONDITIONS Upon completion of the grading, representative samples were taken from the building areas prior to construction of the foundations for expansion testing and chemical analysis. Subsurface geologic conditions were consistent with those reports listed in the attached References. SUMMARY OF OBSERVATIONS AND TESTING Rough Grading The rough grading and post grading was performed between October 2021 and September 2022 with geotechnical observation and testing provided by Petra Geosciences, Inc. Prior to fill placement, the existing building and site vegetation were stripped and removed from the site. In areas to receive engineered fill, low-density surficial soils, which generally consisted of undocumented artificial fill, residual topsoil, and the upper portions of the paralic deposits were removed to expose competent paralic deposits, as determined EXHIBIT 7 March 12, 2024 Item #8 Page 39 of 135 I PETRA SOLID AS A ROCK GEOSCIENCES1"0 MR. SCOTT SAREM August 10, 2023 4005 Skyline Drive / Carlsbad J.N. 20-155 Revision 4 Page 2 by representatives from Petra, including periodic observations by a Petra geologist. The removal depths of native site soils were on the order of 1 to 3 feet below the original ground surface. Building pad was over- excavated a minimum of 3 feet below pad grade. The elevations of removal and over-excavation bottoms were obtained during grading with the grading contractor’s GPS system. Following removals and over- excavation, the exposed bottom surfaces were scarified approximately 1 foot in depth, moisture-conditioned, as needed to achieve above optimum moisture conditions, and then re- compacted in-place to no less than 95 percent relative compaction below the building pad and 90 percent relative compaction in other areas by track walking with a D-6 dozer and wheel-rolling with other heavy construction equipment. Field density and moisture content tests were performed in accordance with ASTM D 6938 (nuclear gauge method). The limits of site grading, grading bottom cleanout elevations, and field density test locations are shown on the attached, Figure 1. The results of the field density tests are included in Table I. We tested laboratory samples used for fill to evaluate moisture-density relationships, optimum moisture content and maximum dry density (ASTM D 1557). In addition, we obtained soil samples at finish grade to evaluate expansion potential (ASTM D 4829), water soluble sulfate content (California Test No. 417), water soluble chloride (California Test No. 422), and pH/resistivity (California Test No. 643). The laboratory test results are included in Appendix A. Fill Slopes The interior fill slopes were constructed at an inclination of 2:1 (h:v) to heights of approximately 8 feet or less. The fill slopes were built a few feet thick and trimmed back to the compacted core. The fill slopes are considered to be both grossly and surficially stable to the heights and inclinations at which they are constructed. Foundation Excavations Foundation excavations for the site retaining walls and the residence were observed by this office at the time that they were excavated. Site retaining wall foundations were per County of San Diego standard details and are called out on the Grading Plans by Toal Engineering (Toal, 2022). The residence foundation were designed by NS Structural Engineering (NSSE, 2020). All foundations were observed to be embedded in compacted fill soils placed during site grading and retaining wall backfilling operations, as recommended. March 12, 2024 Item #8 Page 40 of 135~PETRA ~ GEOSCIENCES"'~ SOLID AS A ROCK MR. SCOTT SAREM August 10, 2023 4005 Skyline Drive / Carlsbad J.N. 20-155 Revision 4 Page 3 Retaining Wall Backdrains/Backfill Limited observation and testing of retaining wall backfill and observation of backdrains were performed by this office on a part time basis, as requested by the general contractor. Retaining walls were generally provided with a MiraDRAIN and J-drain type back drainage systems. We were not requested and did not observe ultimate drainage connections. A back drain was not installed behind the pickleball court retaining wall at contractors’ convenience. The retaining walls were backfilled with onsite granular soils. Field density testing and representative probing was performed in the retaining wall backfill to document that 90 percent or more relative compaction was achieved and that the backfill was firm and unyielding. During the course of backfilling, when field density tests indicated a relative compaction of less than the required density or low moisture conditions, the soil was reworked in-place and then retested until the appropriate results were achieved. The field density test locations are plotted on Figure 1. The results of the density tests are included in Table I. Maximum Density/Optimum moisture determinations are included in Figure 1 and Appendix A. Utility Trench Backfill Limited observation and testing of utility trench backfill was performed on a part time basis as requested by the general contractor. Field density testing was performed to document that the building pad area and surrounding areas/wall backfill soils exhibited 90 percent or more relative compaction. During the course of backfilling where field density tests indicated a relative compaction of less than the required density or low moisture conditions, the soil was reworked in-place and then retested until the appropriate results were achieved. The field density tests are included as Table I and the test locations are plotted on Figure 1. Based on Petra’s field observations and in-situ density testing, the subject building pad is deemed suitable for the intended use. Hardscape Subgrades Limited observation and testing of hardscape subgrade was performed on a part time basis as requested by the general contractor. Field density testing was performed to document that the areas of proposed hardscape improvements soils exhibited 90 percent or more relative compaction. During the course of backfilling when field density tests indicated a relative compaction of less than the required density or low moisture conditions, the soil was reworked in-place and then retested until the appropriate results were achieved. The field density tests are included as Table I and the test locations are plotted on Figure 1. Based March 12, 2024 Item #8 Page 41 of 135~PETRA ~ GEOSCIENCES"'~ SOLID AS A ROCK MR. SCOTT SAREM August 10, 2023 4005 Skyline Drive / Carlsbad J.N. 20-155 Revision 4 Page 4 on Petra’s field observations and in-situ density testing, the subject building pad is deemed suitable for the intended use. Swimming Pool Petra was not requested and did not observe or test the swimming pool excavation or any additional grading that was performed as a part of its construction. Consequently, Petra cannot provide any comment on its suitability from a geotechnical standpoint. CONCLUSIONS The geotechnical elements observed and tested by this office have been completed in compliance with the grading codes of the City of Carlsbad and with the recommendations presented in the referenced geotechnical reports prepared by Petra. A representative of Petra was present on-site on an on-call basis for the purpose of providing the owner's representative with professional opinions and recommendations. These opinions and recommendations were developed based on field observations and selective testing of the contractor's work. Our scope of services during this project did not include supervision or direction of the contractor, his personnel, or his subcontractors. Our observations and testing did not reveal any obvious deviations from the recommendations provided in the referenced geotechnical reports by our firm; however, Petra does not in any way guarantee the contractor's work, nor do our services relieve the contractor (or any subcontractors) of their liability should any defects subsequently be discovered in their work product. Based on our findings, the conclusions and recommendations presented herein and within the referenced report by our firm were prepared in conformance with generally accepted professional engineering practices. No warranty is expressed or implied. March 12, 2024 Item #8 Page 42 of 135~PETRA ~ GEOSCIENCES"'~ SOLID AS A ROCK MR. SCOTT SAREM August 10, 2023 4005 Skyline Drive / Carlsbad J.N. 20-155 Revision 4 Page 5 It has been a pleasure to be of service to you on this project. Should you have questions regarding the contents of this report or should you require additional information, please contact this office. Respectfully submitted, PETRA GEOSCIENCES, INC. 8/10/23 Jim Larwood Grayson R. Walker Principal Geologist Principal Engineer CEG 1897 GE 871 JL/GRW/lv Attachments: References Table I – Field Density Test Results Figure 1 – Density Test Location Map Appendix A – Laboratory Test Data Distribution: (1) Addressee (1) Mr. Nick Deletto (City of Carlsbad) (1) Mr. Jeff Piva (1) Mr. Mark Browe (1) Mr. Caleb Rios W:\2020-2025\2020\100\20-155\Reports\20-155 300 4th Revised Final Geotechnical Report.docx March 12, 2024 Item #8 Page 43 of 135~PETRA ~ GEOSCIENCES"'~ SOLID AS A ROCK MR. SCOTT SAREM August 10, 2023 4005 Skyline Drive / Carlsbad J.N. 20-155 Revision 4 Page 24 REFERENCES NS Structural Engineering, Inc., 2020, Foundation Plan for Sarem Residence, 4005 Skyline Road, Carlsbad, dated October 8. Petra Geosciences, Inc., 2020a, Preliminary Geotechnical Evaluation, Proposed Two-Story Residence,4005Skyline Road, APN 207-072-17-00, City of Carlsbad, San Diego County, California, J.N. 18-308, dated May 11. ______, 2020b, Geotechnical Commentary on Soil Infiltration Characteristics, Proposed Two-Story Residence, 4005 Skyline Road, City of Carlsbad, San Diego County, California, J.N. 20-155, dated May 28. , 2020c, Geotechnical Review of Grading and Foundation Plans, Proposed Two-Story Residence, 4005 Skyline Road, City of Carlsbad, San Diego County, California, J.N. 20-155, dated October 20. Toal Engineering, Inc., 2022, Grading Plans for Sarem Residence (4005 Skyline Road) GR2021-0016, Sheets 2, 4 and 5, dated February 3. March 12, 2024 Item #8 Page 44 of 135~PETRA ~ GEOSCIENCES"'~ SOLID AS A ROCK TA B L E 1 Fi e l d D e n s i t y T e s t R e s u l t s Te s t Da t e Te s t No . Te s t L o c a t i o n El e v . So i l Ty p e Te s t Ty p e * Re l . Co m p . Pr o j . Sp e c . Pa s s / Fa i l ( f t ) Op t . Fi e l d Ma x . Fi e l d (% ) (% ) (P / F ) 10 / 2 7 / 2 0 2 1 1 Sp o r t s C o u r t S o u t h w e s t c o r n e r 27 3 . 0 1 1 0 . 0 9 . 6 1 2 4 . 0 1 1 5 . 5 N 9 3 9 0 . 0 P 10 / 2 7 / 2 0 2 1 2 Sp o r t C o u r t S o u t h w e s t c o r n e r 27 3 . 0 1 1 0 . 0 9 . 3 1 2 4 . 0 1 1 7 . 6 N 9 4 9 0 . 0 P 10 / 2 8 / 2 0 2 1 3 Sp o r t C o u r t C e n t e r 27 4 . 0 1 1 0 . 0 8 . 0 1 2 4 . 0 1 1 4 . 9 N 9 2 9 0 . 0 P 10 / 2 8 / 2 0 2 1 4 R e t e s t # 3 27 4 . 0 1 1 0 . 0 9 . 9 1 2 4 . 0 1 1 9 . 5 N 9 6 9 0 . 0 P 10 / 2 9 / 2 0 2 1 5 N o r t h w e s t c o r n e r 2 0 ’ e a s t o f t h e c e n t e r o f t h e b i o f i l t r a t i o n a r e a 27 7 . 0 1 1 0 . 0 8 . 6 1 2 4 . 0 1 1 5 . 9 N 9 3 9 0 . 0 P 10 / 2 9 / 2 0 2 1 6 N o r t h s i d e c e n t e r o f s p o r t c o u r t 27 5 . 0 1 1 0 . 0 1 0 . 4 1 2 4 . 0 1 1 2 . 2 N 9 0 9 0 . 0 P 10 / 2 9 / 2 0 2 1 7 R e t e s t # 5 27 7 . 0 1 1 0 . 0 1 0 . 5 1 2 4 . 0 1 1 5 . 3 N 9 2 9 0 . 0 P 10 / 2 9 / 2 0 2 1 8 P r o p o s e d p o o l c e n t e r 27 8 . 0 1 1 0 . 0 1 0 . 7 1 2 4 . 0 1 1 6 . 1 N 9 3 9 0 . 0 P 11 / 0 1 / 2 0 2 1 9 S o u t h w e s t s i d e o f p r o p o s e d p o o l a r e a 28 0 . 0 1 1 0 . 0 1 0 . 9 1 2 4 . 0 1 1 4 . 1 N 9 2 9 0 . 0 P 11 / 0 2 / 2 0 2 1 10 S o u t h e a s t s i d e o f p r o p o s e d p o o l a r e a 28 2 . 0 1 1 0 . 0 1 0 . 8 1 2 4 . 0 1 1 6 . 8 N 9 4 9 0 . 0 P 11 / 0 3 / 2 0 2 1 11 N o r t h e a s t s i d e o f p r o p o s e d p o o l a r e a 28 2 . 0 1 1 0 . 0 1 1 . 5 1 2 4 . 0 1 1 8 . 1 N 9 5 9 0 . 0 P 11 / 0 4 / 2 0 2 1 12 E a s t o f p o o l a r e a 28 5 . 0 1 1 0 . 0 6 . 1 1 2 4 . 0 1 1 1 . 7 N 9 0 9 0 . 0 P 11 / 0 4 / 2 0 2 1 13 S o u t h s i d e e a s t o f p o o l a r e a 28 5 . 0 1 1 0 . 0 9 . 1 1 2 4 . 0 1 1 6 . 6 N 9 4 9 0 . 0 P 11 / 0 4 / 2 0 2 1 14 R e t e s t # 1 3 28 5 . 0 1 1 0 . 0 9 . 8 1 2 4 . 0 1 2 0 . 6 N 9 7 9 0 . 0 P 11 / 0 4 / 2 0 2 1 15 R e t e s t # 1 2 28 5 . 0 1 1 0 . 0 8 . 7 1 2 4 . 0 1 1 3 . 9 N 9 1 9 0 . 0 P 11 / 0 4 / 2 0 2 1 16 R e t e s t # 1 5 28 5 . 0 1 1 0 . 0 1 0 . 3 1 2 4 . 0 1 2 1 . 2 N 9 7 9 0 . 0 P 11 / 0 5 / 2 0 2 1 17 N o r t h e a s t s i d e c e n t e r c e n t e r l i n e o f p o o l a r e a 28 7 . 0 1 1 0 . 0 1 2 . 3 1 2 4 . 0 1 1 9 . 2 N 9 6 9 0 . 0 P 11 / 0 5 / 2 0 2 1 18 P o o l w e s t s i d e s l o p e f a c e c e n t e r o f p o o l 28 2 . 0 1 1 0 . 0 1 1 . 3 1 2 4 . 0 1 0 8 . 5 N 8 7 9 0 . 0 F 11 / 0 9 / 2 0 2 1 19 N o r t h s i d e o f p o o l a r e a s l o p e 28 3 . 0 1 1 0 . 0 9 . 8 1 2 4 . 0 1 1 8 . 1 N 9 5 9 0 . 0 P 11 / 0 9 / 2 0 2 1 20 S o u t h s i d e o f p o o l a r e a s l o p e 28 6 . 0 1 1 0 . 0 1 0 . 9 1 2 4 . 0 1 1 6 . 6 N 9 4 9 0 . 0 P 11 / 0 9 / 2 0 2 1 21 E a s t o f p o o l a r e a p r o p o s e d p e r v i o u s p a v i n g a r e a 29 0 . 0 1 1 0 . 0 1 0 . 8 1 2 4 . 0 1 2 1 . 1 N 9 7 9 0 . 0 P 11 / 0 9 / 2 0 2 1 22 E a s t o f p o o l a r e a p r o p o s e d p e r v i o u s p a v i n g a r e a 29 0 . 0 1 1 0 . 0 1 0 . 7 1 2 4 . 0 1 2 3 . 2 N 9 9 9 0 . 0 P 11 / 1 0 / 2 0 2 1 23 N o r t h e a s t s i d e p o o l a r e a s l o p e o v e r b u i l d 28 8 . 0 1 1 0 . 0 1 0 . 4 1 2 4 . 0 1 2 3 . 9 N 9 9 9 0 . 0 P 11 / 1 0 / 2 0 2 1 24 S o u t h e a s t s i d e p o o l a r e a o v e r b u i l d 28 8 . 0 1 1 0 . 0 1 0 . 4 1 2 4 . 0 1 1 9 . 2 N 9 6 9 0 . 0 P 11 / 1 0 / 2 0 2 1 25 N o r t h s i d e c e n t e r p o o l a r e a s l o p e f a c e 28 5 . 0 1 1 0 . 0 1 0 . 5 1 2 4 . 0 1 1 7 . 4 N 9 4 9 0 . 0 P 11 / 1 0 / 2 0 2 1 26 S o u t h s i d e c e n t e r p o o l a r e a s l o p e f a c e 28 5 . 0 1 1 0 . 0 1 0 . 2 1 2 4 . 0 1 1 5 . 6 N 9 3 9 0 . 0 P 11 / 1 5 / 2 0 2 1 27 S o u t h s i d e c e n t e r o f t h e p r o p e r t y b e t w e e n g r a d i n g s t a k e s # 6 0 7 7 t o # 6 0 7 4 2 9 0 . 0 1 1 0 . 0 1 0 . 4 1 2 4 . 0 1 2 3 . 1 N 9 9 9 5 . 0 P 11 / 1 5 / 2 0 2 1 28 N o r t h s i d e c e n t e r o f p r o p e r t y b e t w e e n g r a d i n g s t a k e s # 6 0 7 6 t o # 6 0 7 5 2 8 8 . 0 1 1 0 . 0 1 4 . 2 1 2 4 . 0 1 1 6 . 0 N 9 3 9 0 . 0 P 11 / 1 6 / 2 0 2 1 29 N o r t h s i d e c e n t e r o f p r o p e r t y g r a d i n g s t a k e # 6 0 7 5 29 1 . 0 1 1 0 . 0 1 1 . 6 1 2 4 . 0 1 1 9 . 0 N 9 5 9 5 . 0 P 11 / 1 6 / 2 0 2 1 30 No r t h e a s t c o r n e r # 2 - C a r G a r a g e 29 6 . 0 1 1 0 . 0 1 2 . 4 1 2 4 . 0 1 1 9 . 5 N 9 6 9 0 . 0 P 11 / 1 6 / 2 0 2 1 31 N o r t h e a s t s i d e b e t w e e n g r a d i n g s t a k e s # 6 0 8 5 t o # 6 0 7 5 28 9 . 0 1 1 0 . 0 1 2 . 4 1 2 4 . 0 1 1 5 . 5 N 9 3 9 0 . 0 P 11 / 1 7 / 2 1 3 2 2 C a r G a r a g e A r e a 29 1 . 0 1 1 0 . 0 1 1 . 4 1 2 4 . 0 1 2 3 . 2 N 99 95 P 12 / 2 0 / 2 0 2 1 33 P r o p o s e d g y m a r e a 29 5 . 0 3 9 . 0 1 0 . 1 1 2 5 . 0 1 1 9 . 7 N 9 5 9 5 . 0 P 12 / 2 0 / 2 0 2 1 34 M a i n l e v e l 29 0 . 0 3 9 . 0 1 0 . 6 1 2 5 . 0 1 2 0 . 2 N 9 6 9 5 . 0 P 12 / 2 0 / 2 0 2 1 35 M a i n l e v e l 29 0 . 0 3 9 . 0 1 1 . 3 1 2 5 . 0 1 2 1 . 1 N 9 6 9 5 . 0 P 12 / 2 1 / 2 0 2 1 36 G y m a r e a 29 6 . 0 3 9 . 0 1 0 . 6 1 2 5 . 0 1 1 9 . 9 N 9 5 9 5 . 0 P 12 / 2 2 / 2 0 2 1 37 M a i n h o u s e p a d 29 2 . 0 3 9 . 0 1 0 . 7 1 2 5 . 0 1 2 0 . 9 N 9 6 9 5 . 0 P Mo i s t u r e (% ) Dr y D e n s i t y (p c f ) Gr a d i n g PE T R A G E O S C I E N C E S , I N C . J. N . 2 0 - 1 5 5 Sa r e m R e s i d e n c e 1/ 9 / 2 0 2 3 1 o f 2 March 12, 2024 Item #8 Page 45 of 135 TA B L E 1 Fi e l d D e n s i t y T e s t R e s u l t s 12 / 2 2 / 2 0 2 1 38 1 c a r g a r a g e a r e a 29 8 . 0 3 9 . 0 1 1 . 2 1 2 5 . 0 1 1 9 . 4 N 9 5 9 5 . 0 P 12 / 2 2 / 2 0 2 1 39 2 c a r g a r a g e a r e a 29 8 . 0 3 9 . 0 1 0 . 8 1 2 5 . 0 1 2 1 . 1 N 9 6 9 5 . 0 P 12 / 2 2 / 2 0 2 1 40 G y m a r e a 29 9 . 0 3 9 . 0 1 0 . 7 1 2 5 . 0 1 2 0 . 2 N 9 6 9 5 . 0 P 12 / 2 2 / 2 0 2 1 41 M a i n h o u s e p a d 29 2 . 0 3 9 . 0 1 0 . 6 1 2 5 . 0 1 1 9 . 1 N 9 5 9 5 . 0 P 12 / 2 2 / 2 0 2 1 42 M a i n h o u s e p a d 29 4 . 0 3 9 . 0 1 0 . 3 1 2 5 . 0 1 2 0 . 5 N 9 6 9 5 . 0 P 02 / 2 4 / 2 0 2 2 43 S o u t h w e s t c o r n e r o f m a i n h o u s e p a d 29 6 . 0 1 1 0 . 0 9 . 4 1 2 4 . 0 1 1 9 . 9 N 9 6 9 5 . 0 P 02 / 2 4 / 2 0 2 2 44 S o u t h e a s t c o r n e r o f p a d s o u t h o f t h e g a r a g e # 1 29 7 . 0 1 1 0 . 0 9 . 4 1 2 5 . 0 1 2 1 . 6 N 9 7 9 5 . 0 P 02 / 2 5 / 2 0 2 2 45 S o u t h e a s t c o r n e r o f p a d e a s t o f g a r a g e # 1 30 2 . 0 1 1 0 . 0 9 . 0 1 2 5 . 0 1 2 3 . 9 N 9 9 9 5 . 0 P 05 / 1 3 / 2 0 2 2 46 S W C S P O R T S C O U R T 27 7 . 0 1 10 . 0 1 1 . 9 1 2 4 . 0 1 1 9 . 3 N 9 6 9 5 . 0 P 07 / 1 5 / 2 0 2 2 47 S O U T H E A S T P A D C O R N E R G A R A G E 29 7 . 0 1 10 . 0 6 . 9 1 2 4 . 0 1 1 3 . 9 N 9 1 9 5 . 0 F 07 / 1 5 / 2 0 2 2 48 R E T E S T 4 7 29 7 . 0 1 10 . 0 9 . 8 1 2 4 . 0 1 1 8 . 4 N 9 5 9 5 . 0 P 01 / 3 1 / 2 0 2 2 1 S o u t h e a s t s i d e o f B i o - f i l t r a t i o n b a s i n 27 1 . 8 1 1 0 . 0 1 3 . 2 1 2 4 . 0 1 1 9 . 6 N 9 6 9 0 . 0 P 01 / 3 1 / 2 0 2 2 2 N o r t h e a s t s i d e o f b a s i n 27 3 . 6 1 1 0 . 0 1 0 . 9 1 2 4 . 0 1 1 3 . 1 N 9 1 9 0 . 0 P 02 / 0 1 / 2 0 2 2 3 S o u t h s i d e o f b i o f i l t r a t i o n 27 2 . 0 1 1 0 . 0 1 1 . 7 1 2 4 . 0 1 1 6 . 0 N 9 3 9 0 . 0 P 02 / 0 1 / 2 0 2 2 4 N o r t h e a s t s i d e c e n t e r o f t h e b i o f i l t r a t i o n b a s i n 27 6 . 0 1 1 0 . 0 1 0 . 6 1 2 4 . 0 1 0 7 . 3 N 8 6 9 0 . 0 F 02 / 0 1 / 2 0 2 2 5 R e t e s t # 4 27 6 . 0 1 1 0 . 0 9 . 6 1 2 4 . 0 1 1 3 . 4 N 9 1 9 0 . 0 P 05 / 1 3 / 2 0 2 2 6 N W C S P O R T S C O U R T 27 6 . 0 1 10 . 0 7 . 6 1 2 4 . 0 1 1 0 . 6 N 89 9 0 . 0 F 05 / 1 3 / 2 0 2 2 7 R E T E S T # 6 27 6 . 0 1 10 . 0 9 . 0 1 2 4 . 0 1 1 9 . 3 N 96 9 0 . 0 P 05 / 1 8 / 2 0 2 2 8 S P O R T S C O U R T 27 8 . 0 1 10 . 0 8 . 3 1 2 4 . 0 1 1 5 . 5 N 93 9 0 . 0 P 05 / 1 8 / 2 0 2 2 9 R E T E S T 8 27 8 . 0 1 10 . 0 1 1 . 0 1 2 4 . 0 1 1 8 . 5 N 95 9 0 . 0 P 05 / 2 0 / 2 0 2 2 10 E A S T S I D E R E T A I N I N G W A L L N O R T H 29 6 . 0 1 10 . 0 1 1 . 7 1 2 4 . 0 1 1 4 . 5 N 92 9 0 . 0 P 05 / 2 0 / 2 0 2 2 11 E A S T S I D E R E T A I N I N G W A L L S O U T H 29 5 . 0 1 10 . 0 1 0 . 0 1 2 4 . 0 1 1 4 . 4 N 92 9 0 . 0 P 06 / 2 2 / 2 0 2 2 12 P I C K L E B A L L C O U R T N . S I D E 27 8 . 0 1 10 . 0 1 0 . 9 1 2 4 . 0 1 1 6 . 6 N 94 9 0 . 0 P 06 / 2 2 / 2 0 2 2 13 P I C K L E B A L L C O U R T N . S I D E 27 8 . 0 1 10 . 0 1 0 . 4 1 2 4 . 0 1 1 6 . 0 N 93 9 0 . 0 P 06 / 3 0 / 2 0 2 2 14 W E S T S I D E R E T A I N I N G W A L L 28 3 . 0 1 10 . 0 9 . 7 1 2 4 . 0 1 2 1 . 6 N 98 9 5 . 0 P 07 / 1 5 / 2 0 2 2 15 S O U T H W E S T C O R N E R P A D F O U N D A T I O N W A L L 29 7 . 0 1 10 . 0 9 . 3 1 2 4 . 0 1 1 8 . 1 N 95 9 5 . 0 P 07 / 1 5 / 2 0 2 2 16 S O U T H W E S T S I D E P A D F O U N D A T I O N W A L L C E N T E R 29 7 . 0 1 10 . 0 9 . 7 1 2 4 . 0 1 1 5 . 6 N 93 9 5 . 0 F 07 / 1 5 / 2 0 2 2 17 R E T E S T 1 6 29 7 . 0 1 10 . 0 9 . 8 1 2 4 . 0 1 1 9 . 3 N 96 9 5 . 0 P 09 / 0 7 / 2 0 2 2 18 N O R T H E A S T S S I D E W A L L 29 4 . 0 1 10 . 0 1 0 . 5 1 2 4 . 0 1 2 1 . 0 N 97 9 5 . 0 P 09 / 0 7 / 2 0 2 2 19 N O R T H E A S T S S I D E W A L L 29 5 . 0 1 10 . 0 9 . 4 1 2 4 . 0 1 2 3 . 2 N 99 9 5 . 0 P 09 / 0 7 / 2 0 2 2 20 N O R T H E A S T S G A R A G E W A L L 30 0 . 0 1 10 . 0 1 1 . 1 1 2 4 . 0 1 1 9 . 9 N 96 9 5 . 0 P * T e s t T y p e - N = N u c l e a r G a u g e ; D T = D r i v e T u b e ; S C = S a n d C o n e De s c r i p t i o n Re d d i s h B r o w n S i l t y f i n e t o c o a r s e g r a i n e d S a n d w i t h c l a y Re d d i s h B r o w n f i n e t o m e d i u m g r a i n e d S a n d w i t h s i l t Re d d i s h B r o w n f i n e t o m e d i u m g r a i n e d S a n d w i t h c l a y Re t a i n i n g W a l l s Ma x . D r y De n s i t y ( p c f ) 12 4 . 0 Op t i m u m Mo i s t u r e ( % ) La b o r a t o r y M a x i m u m D r y D e n s i t y No . 1 Im p o r t 2 3 12 5 . 0 10 . 0 12 5 . 0 9. 0 9. 0 PE T R A G E O S C I E N C E S , I N C . J. N . 2 0 - 1 5 5 Sa r e m R e s i d e n c e 1/ 9 / 2 0 2 3 2 o f 2 March 12, 2024 Item #8 Page 46 of 135 Ba s e M a p : P r e c i s e G r a d i n g P l a n , 4 0 0 5 S k y l i n e D r i v e , C a r l s b a d , C a l i f o r n i a ; P l a n s b y To a l E n g i n e e r i n g , I n c . , S h e e t 2 d a t e d J U L Y 2 3 , 2 0 2 1 50 0 L a T e r r a z a B l v d . , S u i t e 1 5 0 Es c o n d i d o , C a l i f o r n i a 9 2 0 2 5 PH O N E : ( 8 5 8 ) 6 4 9 - 3 7 0 7 CO S T A M E S A T E M E C U L A L O S A N G E L E S P A L M D E S E R T C O R O N A S A N D I E G O DE N S I T Y T E S T L O C A T I O N M A P 40 0 5 S k y l i n e D r i v e Ca r l s b a d , C a l i f o r n i a DA T E : J a n u a r y , 2 0 2 3 J. N . : 2 0 - 1 5 5 Fi g u r e 1 PE T R A G E O S C I E N C E S , I N C . EX P L A N A T I O N Ap p r o x i m a t e B o t t o m E l e v a t i o n 24 5 Ap p r o x i m a t e L i m i t s o f t h i s R e p o r t Ap p r o x i m a t e L o c a t i o n o f F i e l d D e n s i t y T e s t , G r a d i n g 48 1 21 3, 4 18 22 20 6 17 2 5, 7 10 9 811 12 , 15 , 1 6 13 , 1 4 19 30 22 32 39 38 33 3640 35 41 31 34 43 37 42 2729 28 2325 24 26 44 45 46 47 48 20 Ap p r o x i m a t e L o c a t i o n o f F i e l d D e n s i t y T e s t , R e t a i n i n g W a l l 12 3 6, 7 8, 9 14 10 11 12 13 4, 5 15 16 , 1 7 18 , 1 9 20 29 1 29 1 29 4 29 4 29 6 29 4 29 6 28 8 28 9 27 2 1 27 3 28 3 29 1 Ap p r o x i m a t e R e m o v a l B o t t o m E l e v a t i o n , A b o v e M e a n S e a L e v e l March 12, 2024 Item #8 Page 47 of 135 _... 'l APPENDIX A LABORATORY TEST PROCEDURES LABORATORY DATA SUMMARY March 12, 2024 Item #8 Page 48 of 135~PETRA ~ GEOSCIENCES"'~ SOLID AS A ROCK _____________________________________________________ ______________________________________ PETRA GEOSCIENCES, INC. Laboratory Address: 1251 W. Pomona Road, Unit 103, Corona, CA, 92882 J.N. 20-155 LABORATORY TEST PROCEDURES Laboratory Maximum Dry Density Maximum dry density and optimum moisture content were determined for selected samples of soil in accordance with ASTM D 1557. Pertinent test values are given on Plate A-1. Expansion Index Expansion index tests were performed on selected samples of finish pad grade soil materials in accordance with ASTM D 4829. Expansion potential classifications were determined from the 2019 CBC Section 1803.5.3 on the basis of the expansion index values. Test results and expansion potentials are presented on Plates A-1. Corrosivity Chemical analyses were performed on selected samples of finish pad grade soil to determine concentrations of soluble sulfate and chloride, as well as pH and resistivity. These tests were performed in accordance with California Test Method Nos. 417 (sulfate), 422 (chloride) and 643 (pH and resistivity). Test results are included on Plate A-1. March 12, 2024 Item #8 Page 49 of 135 MR. SCOTT SAREM August 10, 2023 4005 Skyline Drive / Carlsbad J.N. 20-155 Revision 4 _____________________________________________________ ______________________________________ PETRA GEOSCIENCES, INC. Laboratory Address: 1251 W. Pomona Road, Unit 103, Corona, CA, 92882 J.N. 20-155 PLATE A-1 Laboratory Maximum Dry Density Sample No. Soil Type Optimum Moisture1 (%) Maximum Dry Density1 (pcf) 1 Reddish Brown, Silty fine to coarse grained Sand with clay 10.0 124.0 Import 2 Reddish Brown, fine to medium grained Sand with silt 9.0 125.0 3 Reddish Brown, fine to medium grained Sand with clay 9.0 125.0 (1) PER ASTM D 1557 Expansion Index Sample Location Mass Grade Lot Number and Representative Lots Expansion1 Index Expansion2 Potential Pad-South South side of lot 0 Very Low Pad-North North side of lot 0 Very Low (1) PER ASTM D 4829 (2) PER 2019 CBC Section 1803.5.3 Corrosivity Sample Location Sulfate1 (%) Chloride2 (ppm) pH3 Resistivity3 (ohm-cm) Corrosivity Potential Pad 0.0102 118 7.83 3,700 Concrete = Moderate Steel = Moderately Corrosive (1) PER CALIFORNIA TEST METHOD NO. 417 (2) PER CALIFORNIA TEST METHOD NO. 422 (3) PER CALIFORNIA TEST METHOD NO. 643 March 12, 2024 Item #8 Page 50 of 135 9. 5 . 2 0 2 3 EXHIBIT 8 March 12, 2024 Item #8 Page 51 of 135 Do c u S i g n En v e l o p e ID : DF 4 4 2 E 3 0 - 6 2 D 9 - 4 9 6 A -98 B 0 - C 3 E 2 8 6 D 8 D E 1 A GR A D I N G NO T E S (I N AD D I T I O N TO TH E RE Q U I R E M E N T S OF CH A P T E R 15 . 16 OF TH E CA R L S B A D MU N I C I P A L CO D E . ) 1. TH I S PL A N SU P E R C E D E S AL L OT H E R PL A N S PR E V / O U S L Y AP P R O V E D BY TH E CI T Y OF CA R L S B A D RE G A R D I N G GR A D I N G SH O W N ON TH I S SE T OF PL A N S . 2. AP P R O V A L OF TH I S PL A N DO E S NO T LE S S E N OR WA I V E AN Y PO R T I O N OF TH E CA R L S B A D MU N I C I P A L CO D E , RE S O L U T I O N OF CO N D I T I O N A L AP P R O V A L , CI T Y ST A N D A R D S OR OT H E R AD D I T I O N A L DO C U M E N T S LI S T E D HE R E O N AS TH E Y MA Y PE R T A I N TO TH I S PR O J E C T . TH E EN G I N E E R IN RE S P O N S I B L E CH A R G E SH A L L RE V I S E TH E S E PL A N S WH E N NO N - CO N F O R M A N C E IS DIS C O V E R E D . 3. CIT Y AP P R O V A L OF PL A N S DO E S NO T RE L I E V E TH E DE V E L O P E R OR EN G I N E E R - O F - WO R K FR O M RE S P O N S I B I L I T Y FO R TH E CO R R E C T I O N OF ER R O R S AN D OM I S S I O N S DI S C O V E R E D DU R I N G CO N S T R U C T / O N . AL L PL A N RE V I S I O N S SH A L L BE PR O M P T L Y SU B M I T T E D TO TH E CIT Y EN G I N E E R FO R AP P R O V A L . 4. A RI G H T - O F - WA Y PE R M I T FR O M TH E CI T Y EN G I N E E R WIL L BE RE Q U I R E D FO R AN Y WO R K IN TH E PU B L I C RI G H T OF WA Y PR I O R TO PE R M I T IS S U A N C E , A CE R T / F I C A TE OF IN S U R A N C E AS WE L L AS AD D I T I O N A L IN S U R E D EN D O R S E M E N T MU S T BE FIL E D NA M I N G TH E CI T Y OF CA R L S B A D AS AN AD D I T I O N A L IN S U R E D ON TH E PE R M I T T E E ' S PO L I C Y IN TH E MIN I M U M AM O U N T OF $1 , 0 0 0 , 0 0 0 . 0 0 FO R EA C H OC C U R R A N C E OF LI A B I L I T Y . TH E IN S U R A N C E CO M P A N Y WR I T I N G TH E PO L I C Y MU S T HA V E A RA T I N G OF "A - " OR BE T T E R AN D A SIZ E CA T E G O R Y OF CL A S S VII OR BE T T E R AS ES T A B L I S H E D BY "B E S T S " KE Y RA TIN G GU I D E . 5. NO WO R K SH A L L BE CO M M E N C E D UN T I L AL L PE R M I T S HA V E BE E N OB T A I N E D FR O M TH E Cl TY AN D OT H E R AP P R O P R I A T E AG E N C I E S . 6. AP P R O V A L OF TH E S E PL A N S BY TH E CI T Y EN G I N E E R DO E S NO T AU T H O R I Z E AN Y WO R K OR GR A D I N G TO BE PE R F O R M E D UN T I L TH E PR O P E R T Y OW N E R ' S PE R M I S S I O N HA S BE E N OB T A I N E D AN D A VA L I D GR A D I N G PE R M I T HA S BE E N IS S U E D . 7. NO RE V I S I O N S WIL L BE MA D E TO TH E S E PL A N S WIT H O U T TH E WR I T T E N AP P R O V A L OF TH E CIT Y EN G I N E E R , NO T E D WIT H I N TH E RE V I S I O N BL O C K , ON TH E AP P R O P R I A T E SH E E T OF TH E PL A N S AN D TH E TI T L E SH E E T . B. OR I G I N A L DR A W I N G S SH A L L BE C O M E TH E PR O P E R T Y OF TH E CI T Y UP O N BE I N G SI G N E D BY TH E CI T Y EN G I N E E R . 9. TH E OR I G I N A L OR A WIN G SH A L L BE RE V I S E D TO RE F L E C T AS - BU I L T CO N D I T I O N S BY TH E EN G I N E E R - O F - W O R K PR I O R TO FI N A L AC C E P T A N C E OF TH E WO R K BY TH E CIT Y 10 . AC C E S S FO R FIR E AN D OT H E R EM E R G E N C Y VE H I C L E S SH A L L BE MA I N T A I N E D TO TH E PR O J E C T SI T E AT AL L TIM E S DU R I N G CO N S T R U C T I O N . 11 . WH E R E TR E N C H E S AR E WIT H I N CI T Y EA S E M E N T S , A SO I L S RE P O R T CO M P R I S E D OF : (A ) SU M M A R Y SH E E T , (B ) LA B O R A T O R Y WO R K SH E E T S AN D (C ) CO M P A C T I O N CU R V E S , SH A L L BE SU B M I T T E D BY A PR O F E S S I O N A L EN G I N E E R OF TH E ST A TE OF CA L I F O R N I A , PR / N C / P A L L Y DO I N G BU S I N E S S IN TH E FI E L D OF AP P L I E D SO I L S ME C H A N I C S . TH E SO I L S RE P O R T WIL L BE SU B M I T T E D TO TH E CI T Y EN G I N E E R I N G IN S P E C T O R WIT H I N TW O WO R K I N G DA Y S OF TH E CO M P L E T I O N OF FIE L D TE S T S . 12 . A SO I L S CO M P A C T I O N RE P O R T AN D CO M P L I A N C E VE R / F I C A TIO N RE G A R D I N G AD H E R E N C E TO RE C O M M E N D A T I O N S OU T L I N E D IN TH E SO I L S RE P O R T IS RE Q U I R E D PR I O R TO TH E IS S U A N C E OF A BU I L D I N G PE R M I T . AL L CO N T R O L L E D GR A D I N G SH A L L BE DO N E UN D E R TH E DIR E C T I O N OF A PR O F E S S I O N A L EN G I N E E R OF TH E ST A TE OF CA L I F O R N I A PR / N C / P A L L Y DO I N G BU S I N E S S IN TH E FIE L D OF AP P L I E D SO I L S ME C H A N I C S . AL L FIL L OR FU T U R E FI L L AR E A S SH A L L BE CO N S TR U CT E D IN AC C O R D A N C E WIT H TH E CIT Y OF CA R L S B A D ST A N D A R D SP E C I F / C A T I O N S AN D TH E " EA R T H W O R K SP E C / F I C A TIO N S " A TT AC H E D TO THE PR E L I MI N A R Y SO / L S IN V E S T / G A TIO N . DA I L Y FI E L D CO M P A C T I O N RE P O R TS WIL L BE SU B M I T T E D TO TH E PR O J E C T IN S P E C T O R . 13 . A PR E C O N S T R U C T I O N ME E T I N G SH A L L BE HE L D AT TH E SI T E PR I O R TO TH E BE G I N N I N G Of WO R K A ND SH A 11 BE A TT E N D E D BY A II RE P R E S E N TA Tl Yf 5 RE S P O N S I B L E FO R CO N S T R U C T I O N . IN S P E C T I O N . SU P E R V I S I O N , TE S T I N G AN D AL L OT H E R A$ P E C T S OF TH E WO R K TH E CO N T R A C T O R SH A L L RE Q U E S T A PR E C D N S T R U C T I O N ME E T I N G BY CA L L I N G TH E IN S P E C T I O N LI N E AT (7 6 0 ) 43 8 - 3 8 9 1 AT LE A S T FI V E ( 5 ) WO R K I N G DA Y S PR I O R TO ST A R T I N G CO N S T R U C T I O N . TH E CO N T R A C T O R WIL L TH E N BE CO N T A C T E D BY TH E PR O J E C T IN S P E C T O R TO CO O R D I N A T E A DA TE AN O TIM E FO R TH E PR E C O N S T R U C T I O N ME E T I N G . AP P R O V E D DR A W I N G S MU S T BE AV A I L A B L E PR I O R TO SC H E D U L I N G . TH E GR A D I N G PE R M I T fW L L BE PR O V I D E D BY TH E PR O J E C T IN S P E C T O R AT TH E ME E T I N G . 14 . Al l IN S P E C T I O N Rf Q l / f S I S OT H E R TH A N FO R PR F C O N S T R l l C T I O N ME E T I N G W/I I BE MA D E BY CA I I IN G TH E EN G I N F F R I N G 24 HQ I I R IN S P E C T I O N Rf Q I I F S T I IN E A I (7 6 0 ) 43 8 - 38 9 1 . IN S P E C T I O N RE Q U E S T MU S T BE RE C E I V E D PR I O R TO 2: 00 P.M . ON TH E DA Y BE F O R E TH E IN S P E C T I O N IS NE E D E D . IN S P E C T I O N S WIL L BE MA D E TH E NE X T WO R K DA Y UN L E S S YO U RE Q U E S T OT H E R W I S E . RE Q U E S T S MA D E AF T E R 2: 00 P.M . WIL L BE SC H E D U L E D FO R TW O FU L L WO R K DA Y S LA T E R . 15 . TH E OW N E R AN D / O R AP P L I C A N T TH R O U G H TH E DE V E L O P E R AN D / O R CO N T R A C T O R SH A L L DE S I G N , CO N S T R U C T AN D MA I N T A I N AL L SA F E T Y DE V I C E S , IN C L U D I N G SH O R I N G , AN D SH A L L BE SO L E L Y RE S P O N S I B L E FO R CO N F O R M I N G TO AL L LO C A L , ST A TE AN D FE D E R A L SA F E T Y AN D HE A L TH ST A N D A R D S , LA W S AN D RE G U L A T I O N S . 16 . TH E CO N T R A C T O R SH A L L CO N F O R M TO LA B O R CO D E SE C T I O N 67 0 5 BY SU B M I T T I N G A DE T A I L PL A N TO TH E CI T Y EN G I N E E R AN D / O R CO N C E R N E D AG E N C Y SH O W I N G TH E DE S I G N OF SH O R I N G , BR A C I N G SL O P I N G OR OT H E R PR O V I S I O N S TO BE MA D E OF WO R K E R PR O T E C T I O N FR O M TH E HA Z A R D OF CA V I N G GR O U N D DU R I N G TH E EX C A V A T I O N OF SU C H TR E N C H OR TR E N C H E S OR DU R I N G TH E PI P E IN S T A L L A T/O N TH E R E I N . TH I S PL A N MU S T BE PR E P A R E D FO R AL L TR E N C H E S FIV E FE E T (5 ' ) OR MO R E IN DE P T H AN D AP P R O V E D BY TH E CI T Y EN G I N E E R AN D / O R CO N C E R N E D AG E N C Y PR I O R TO EX C A V A T I O N . IF TH E PL A N VA R I E S FR O M TH F SH O R I N G SY S T F M ST A N D A R D S ES T A B L I S H E D BY TH E CO N S T R U C T I O N SA F E T Y OR D E R S . TI T L E 8 CA L I F O R N I A AD M I N / S T R A TIV E CO D E TH E PL A N SH A L L BE PR E P A R E D BY A RE G I S T E R E D EN G I N E E R AT TH E CO N T R A C T O R S EX P E N S E A CO P Y OF TH E OS H A EX C A V A T I O N PE R M I T MU S T BE SU B M I T T E D TO TH E IN S P E C T O R PR I O R TO EX C A V A T I O N . 17 . NO BL A S T I N G SH A L L BE PE R F O R M E D UN T I L A VA L I D BL A S T I N G PE R M I T HA S BE E N OB T A I N E D FR O M TH E CI T Y OF CA R L S B A D . SU B M I T AP P L / C A T I O N FO R BL A S T I N G PE R M I T WE L L IN AD V A N C E OF TH E SC H E D U L I N G OF BL A S T I N G OP E R A T I O N S . 18 . IF AN Y AR C H A E O L O G I C A L RE S O U R C E S AR E DIS C O V E R E D WIT H I N AN Y WO R K AR E A DU R I N G CO N S T R U C T I O N , OP E R A T I O N S WIL L CE A S E IM M E D I A TE L ) ' . AN D TH E PE R M / T T £ £ WIL L NO T I F Y TH E CIT Y EN G I N E E R . OP E R A T I O N S WIL L NO T RE S T A R T UN T I L TH E PE R M / T T £ £ HA S RE C E I V E D WR I T T E N AU T H O R I T Y FR O M TH E CI T Y EN G I N E E R TO 00 SO . 19 . AL L OP E R A T I O N S CO N D U C T E D ON TH E SIT E OR AD J A C E N T TH E R E T O , IN C L U D I N G WA R M I N G UP , RE P A I R , AR R I V A L , DE P A R T U R E OR OP E R A T I O N OF TR U C K S , EA R T H M O V I N G EQ U I P M E N T , CO N S T R U C T / O N EQ U I P M E N T AN D AN Y OT H E R AS S O C I A T E D GR A D I N G EQ U I P M E N T SH A L L BE LIM I T E D TO TH E PE R I O D BE T W E E N 7: 00 A.M . AN D 6: 00 P. M . EA C H DA Y , MO N D A Y TH R U FR ID A Y AN D NO EA R T H M O V I N G OR GR A D I N G OP E R A T I O N S SH A L L BE CO N D U C T E D ON WE E K E N D S OR HO L I D A Y S . (A LI S T OF CI T Y HO L I D A Y S IS AV A I L A B L E AT TH E EN G I N E E R I N G DE P A R T M E N T CO U N T E R . ) 20 . AL L OF F - S I T E HA U L RO U T E S SH A L L BE SU B M I T T E D BY TH E CO N T R A C T O R TO TH E CIT Y EN G I N E E R FO R AP P R O V A L TW O FU L L WO R K I N G DA Y S PR I O R TO BE G I N N I N G OF WO R K . 21 . IM P O R T MA TE R I AL SH A L L BE OB T A I N E D FR O M , AN D WA S T E MA TE R I AL SH A L L 8£ DE P O S I T E D AT , A SIT E AP P R O V E D BY TH E CI T Y EN G I N E E R . TH E CO N T R A C T O R SH A L L BE RE S P O N S I B L E FO R AN Y DE B R I S OR DA M A G E OC C U R R I N G AL O N G TH E HA U L RO U T E S OR AD J A C E N T ST R E E T S AS A RE S U L T OF TH E GR A D I N G OP E R A T I O N . 22 . BR U S H SH A L L BE RE M O V E D ON L Y WIT H I N TH E AR E A TO BE GR A D E D . NO TR E E S AR E TO BE RE M O V E D UN L E S S SP E C I F / C A L L Y NO T E D ON TH E PL A N . 23 . AL L AR E A S SH A L L BE GR A D E D TO DR A I N . GR A D I N G RE S U L T I N G IN TH E PO N D I N G OF WA T E R IS NO T PE R M I T T E D . AL L EA R T H E N SW A L E S AN D DI T C H E S SH A L L HA VE A MIN I M U M ON E PE R C E N T SL O P E . 24 . TH E S E PL A N S AR E SU B J E C T TO A SIG N E D AN D AP P R O V E D SW P P P AN O / O R SE T OF ER O S I O N CO N T R O L PL A N S . ER O S I O N CO N T R O L SH A L L BE AS SH O W N AN O AS AP P R O V E D BY TH E CI T Y EN G I N E E R OR AS DIR E C T E D BY TH E PR O J E C T IN S P E C T O R . 25 . AL L SL O P E S SH A L L BE TR I M M E D TO A FIN I S H GR A D E TO PR O D U C E A UN I F O R M SU R F A C E AN D CR O S S SE C T I O N . TH E SIT E SH A L L BE LE F T IN A NE A T AN D OR D E R L Y CO N D I T I O N . AL L ST O N E S , RO O T S OR OT H E R DE B R I S SH A L L BE RE M O V E D AN D DIS P O S E D OF AT A SI T E AP P R O V E D OF BY TH E CIT Y EN G I N E E R . 26 . AL L SL O P E S SH A L L BE /R R / G A TE D , ST A B I L I Z E D , PL A N T E D AN O / O R HY D R O S E E D E O WIT H I N TE N (1 0 ) DA Y S OF TH E TIM E WH E N EA C H SL O P E IS BR O U G H T TO GR A D E AS SH O W N ON TH E AP P R O V E D GR A D I N G PL A N S . 27 . LA N D S C A P I N G SH A L L BE AC C O M P L I S H E D ON AL L SL O P E S AN O PA D S AS RE Q U I R E D BY TH E CIT Y OF CA R L S B A D LA N D S C A P E MA N U A L , TH E LA N D S C A P I N G PL A N S FO R TH I S PR O J E C T , DR A W I N G NO . DW G 53 1 - l l , AN O / O R AS DIR E C T E D BY TH E Cl TY EN G I N E E R OR PL A N N I N G DIR E C T O R . 28 . TH E OW N E R / A P P L I C A N T SH A L L IN S U R E TH A T AL L CO N T R A C T O R S SH A L L CO O R D I N A T E TH E WO R K OF TH E S E GR A D I N G PL A N S WIT H TH A T SH O W N ON BO T H TH E LA N D S C A P E AN D /R R / G A TIO N PL A N S AN D TH E IM P R O V E M E N T PL A N S AS RE Q U I R E D FO R TH I S WO R K IN AC C O R D A N C E WIT H TH E LA N D S C A P E MA N U A L TIM E RE Q U I R E M E N T S . 29 . WH ER E AN EX I S T I N G PI P E LI N E IS TO BE AB A N D O N E D AS A RE S U L T OF TH E GR A D I N G OP E R A T I O N , IT SH A L L 8£ RE M O V E D WIT H I N TW E N T Y FE E T OF BU I L D I N G OR ST R E E T AR E A S AN O RE P L A C E D WIT H PR O P E R L Y CO M P A C T E D SO I L S . IN OT H E R AR E A S TH E PI P E WIL L BE PL U G G E D WIT H CO N C R E T E OR RE M O V E D AS AP P R O V E D BY TH E Cl TY EN G I N E E R . 30 . TH E CO N T R A C T O R SH A L L VE R I F Y TH E LO C A T I O N OF AL L EX I S T I N G FA C I L I T I E S ( AB O V E GR O U N D AN O UN D E R GR O U N D ) WIT H I N TH E PR O J E C T SI T E SU F F I C I E N T L Y AH E A D OF GR A D I N G TO PE R M I T TH E RE V I S I O N OF TH E GR A D I N G PL A N S IF IT IS FO U N D TH A T TH E AC T U A L LO C A T I O N S AR E IN CO N F L I C T WIT H TH E PR O P O S E D WO R K . 31 . TH E CO N T R A C T O R SH A L L NO T I F Y AF F E C T E D UT I L I T Y CO M P A N I E S (S E E BE L O W ) AT LE A S T 2 FU L L WO R K I N G DA Y S PR I O R TO ST A R T I N G GR A D I N G NE A R TH E I R FA C I L I T I E S AN D SH A L L CO O R D I N A T E TH E WO R K WIT H A CO M P A N Y RE P R E S E N T A T I V E . UN D E R G R O U N D SE R V I C E AL E R T (D I G AL E R T ) 81 1 SD G & E (8 0 0 ) 4 1 1 - 7 3 4 3 AT & T (6 1 9 ) 2 3 7 - 2 7 8 7 SP E C T R U M CA B L E (8 0 0 ) 2 2 7 - 2 6 0 0 CO X CO M M U N I C A T I O N S (6 1 9 ) 2 6 2 - 1 1 2 2 CI T Y OF CA R L S B A D ( S T R E E T S & ST O R M DR A I N ) (7 6 0 ) 4 3 4 - 2 9 8 0 "C I T Y OF CA R L S B A D ( S E W E R , W A TE R & RE C L A I M E D WA T E R ) (7 6 0 ) 4 3 8 - 2 7 2 2 *S A N 0/ E G U I T O WA T E R DI S T R I C T (7 6 0 ) 6 3 3 - 2 6 5 0 *L E U C A D I A WA S T E W A T E R DI S T R I C T (7 6 0 ) 7 5 3 - 01 5 5 *V A L L E C / T O S WA T E R DI S T R I C T (7 6 0 ) 7 4 4 - 0 4 6 0 *O L I V E N H A I N WA T E R DI S T R I C T (7 6 0 ) 7 5 3 - 6 4 6 6 "B U E N A SA N / T A TIO N DI S T R I C T (7 6 0 ) 7 2 6 - 13 4 0 x1 3 3 0 *A S AP P R O P R I A T E 32 . PE R M I T CO M P L I A N C E RE Q U I R E M E N T S : A. FO R CO N T R O L L E D GR A D I N G - TH E AP P L I C A N T HIR E S A CIV I L EN G I N E E R , SO I L S EN G I N E E R , AN D / O R GE O L O G I S T TO GIV E TE C H N I C A L AD V I C E , OB S E R V E AN D CO N T R O L TH E WO R K IN PR O G R E S S {1 5 . 1 6 . 1 2 0 A. B J CA R L S B A D MU N I C I P A L CO D E . B. PR I O R TO CO M P L E T I O N OF GR A D I N G WO R K - TH E FO L L O W I N G RE P O R T S MU S T BE SU B M I T T E D TO TH E CIT Y EN G I N E E R VIA THE PR O J E C T IN S P E C T O R PE R SE C T I O N 15 . 1 6 . 1 2 0 OF TH E CA R L S B A D MU N I C I P A L CO D E : (1 ) FI N A L RE P O R T BY SU P E R V I S I N G GR A D I N G EN G I N E E R ST A TIN G AL L GR A D I N G IS CO M P L E T E . AL L ER O S I O N CO N T R O L , SL O P E PL A N T I N G AN D IR R I G A T I O N AR E IN S T A L L E D IN CO N F O R M A N C E WIT H CIT Y CO D E AN D TH E AP P R O V E D PL A N S (O B T A I N SA M P L E OF CO M P L I A N C E LE T T E R FR O M CITY EN G I N E E R I N G DE P A R T M E N T ) . (2 ) AS - B U I L T GR A D I N G PL A N . (3 ) RE P O R T FR O M TH E SO I L S EN G I N E E R , WH I C H IN C L U D E S RE C O M M E N D E D SO I L BE A R I N G CA P A C I T I E S , A ST A T E M E N T AS TO TH E EX P A N SIV E QU A L I T Y OF TH E SO I L , AN D SU M M A R I E S OF FI E L D AN D LA B O R A T O R Y TE S T S . TH E RE P O R T SH A L L AL S O IN C L U D E A ST A T E M E N T BY TH E SO I L S EN G I N E E R TH A T TH E GR A D I N G WA S DO N E IN AC C O R D A N C E WIT H TH E RE Q U I R E M E N T S AN D RE C O M M E N D A T I O N S OU T L I N E D IN TH E PR E L I M I N A R Y SO I L S RE P O R T AN O AN Y SU P P L E M E N T S TH E R E T O . ( 4) RE P O R T WIT H AS - B U I L T GE O L O G I C PL A N , IF RE Q U I R E D BY TH E CIT Y . (5 ) PE R M A N E N T ST R U C T U R A L BM P IN S T A L L A TIO N CE R T I F I C A T E . (6 ) PE R M I T T E D WA L L FI N A L IN S P E C T I O N RE P O R T . 33 . UN L E S S A GR A D I N G PE R M I T FO R TH I S PR O J E C T IS IS S U E D WIT H I N ON E (1 ) YE A R AF T E R TH E CI T Y EN G I N E E R ' S AP P R O V A L , TH E S E PL A N S MA Y BE RE Q U I R E D TO BE RE S U B M I T T E D FO R PL A N C H E C K . PL A N C H E C K FE E S WIL L BE RE Q U I R E D FO R AN Y SU C H RE C H E C K . 34 . IN AC C O R D A N C E WIT H TH E CI T Y ST O R M WA T E R ST A N D A R D S , AL L ST O R M DR A I N IN L E T S CO N S T R U C T E D BY TH I S PL A N SH A L L IN C LUD E "S T E N C I L S " BE AD D E D TO PR O H I B I T WA S T E W A T E R DI S C H A R G E DO W N S T R E A M . ST E N C I L S SH A L L BE AD D E D TO TH E SA TIS F A C T / O N OF TH E CI T Y EN G I N E E R . "D E C L A R A T I O N OF RE S P O N S I B L E CH A R G E " I HE R E B Y DE C L A R E TH A T I AM TH E EN G I N E E R OF WO R K FO R TH I S PR O J E C T , TH A T I HA VE EX E R C I S E D RE S P O N S I B L E CH A R G E OV E R TH E DE S I G N OF TH E PR O J E C T AS DE F I N E D IN SE C T I O N 67 0 3 OF TH E BU S I N E S S AN D PR O F E S S I O N S CO D E , AN D TH A T TH E DE S I G N IS CO N S I S T E N T WIT H CU R R E N T ST A N D A R D S . I UN D E R S T A N D TH A T TH E CH E C K OF PR O J E C T DR A W I N G S AN D SP E C I F / C A T I O N S BY TH E CI T Y OF CA R L S B A D DO E S NO T RE L I E V E ME , AS EN G I N E E R OF WO R K , OF MY RE S P O N S I B I L I T I E S FO R PR O J E C T DE S I G N . ER O S I O N CO N T R O L NO T E S 1. IN CA S E EM E R G E N C Y WO R K IS RE Q U I R E D , CO N T A C T JE F F PIV A AT 06 0 ) 50 0 - 1 2 7 6 (P H O N E NU M B E R ) 2. EQ U I P M E N T AN D WO R K E R S FO R EM E R G E N C Y WO R K SH A L L BE MA D E AV A I L A B L E AT AL L TIM E S DU R I N G TH E RA I N Y SE A S O N . AL L NE C E S S A R Y MA T E R I A L S SH A L L BE ST O C K P I L E D ON SIT E AT CO N V E N I E N T LO C A T I O N S TO FA G / L I T A TE RA P I D CO N S T R U C T I O N OF TE M P O R A R Y DE V I C E S WH E N RA I N IS EM I N E N T . 3. FO R PR O J E C T S CO V E R E D BY ST A TE SW P P P /W D I D , IN AC C O R D A N C E fW T H TH E CO N S T R U C T I O N OR D E R IS S U E D BY TH E CA L I F O R N I A RE G I O N A L WA T E R QU A L I T Y CO N T R O L BO A R D , TH E QU A L I F I E D SW P P P PR A C T I T I O N E R (Q S P ) SH A L L UP D A T E AN D MA I N T A I N TH E WA T E R PO L L U T I O N CO N T R O L (W P C ) PL A N TO AD 6 R E S S UP D A T E D SIT E CO N D I T I O N S OF TH E PR O J E C T . TH E UP D A T E D WP C PL A N AN O UP D A T E D SW P P P SH A L L BE KE P T AT TH E PR O J E C T SI T E AN D MA D E AV A I L A B L E TO TH E CI T Y IN S P E C T O R . AD D I T I O N A L CO N S T R U C T I O N BM P ' S BE Y O N D TH E OR I G I N A L AP P R O V E D SW P P P SH A L L BE PR O V I D E D TO AD D R E S S SIT E CO N D I T I O N S NO T AN T I C / P A TE O . TH E QS P SH A L L RE P O R T BM P DE F I C I E N C I E S TO TH E CI T Y IN S P E C T O R . TH E QS P SH A L L OB T A I N AP P R O V A L FR O M TH E QU A L I F I E D SW P P P DE V E L O P E R AN D THE CIT Y IN S P E C T O R RE G A R D I N G AN Y SI G N I F I C A N T CH A N G E S TO BM P DE P L O Y M E N T . 4. TH E CO N T R A C T O R SH A L L RE S T O R E AL L ER O S I O N CO N T R O L DE V I C E S TO WO R K I N G OR D E R TO TH E SA T I S F A C T I O N OF TH E CIT Y EN G I N E E R AF T E R EA C H RU N - O F F PR O D U C I N G RA I N F A L L . 5. TH E CO N T R A C T O R SH A L L IN S T A L L AD D I T I O N A L ER O S I O N CO N T R O L ME A S U R E S AS MA Y BE RE Q U I R E D BY TH E CIT Y EN G I N E E R DU E TO UN C O M P L E T E D GR A D I N G OP E R A T I O N S OR UN F O R E S E E N CIR C U M S T A N C E S WH I C H MA Y AR / S E . 6. TH E CO N T R A C T O R SH A L L BE RE S P O N S I B L E AN D SH A L L TA K E NE C E S S A R Y PR E C A U T I O N S TO PR E V E N T PU B L I C TR E S P A S S ON T O AR E A S WH E R E IM P O U N D E D WA T E R S CR E A TE A HA Z A R D O U S CO N D I T I O N . 7. AL L ER O S I O N CO N T R O L ME A S U R E S PR O V I D E D PE R TH E AP P R O V E D SW P P P AN D / O R ER O S I O N CO N T R O L PL A N SH A L L BE IN C O R P O R A T E D HE R E O N . 8. GR A D E D AR E A S AR O U N D TH E PR O J E C T PE R I M E T E R MU S T DR A I N AW A Y FR O M TH E FA C E OF SL O P E AT TH E CO N C L U S I O N OF EA C H WO R K I N G DA Y 9. AL L RE M O V A B L E PR O T E C T I V E DE V I C E S SH O W N SH A L L BE IN PL A C E AT TH E EN D OF EA C H WO R K I N G DA Y WH E N TH E FI V E (5 ) DA Y RA I N PR O B A B I L I T Y FO R E C A S T EX C E E D S FI F T Y PE R C E N T (5 0 % ) . SI L T AN O OT H E R DE B R I S SH A L L BE RE M O V E D AF T E R EA C H RA I N F A L L . 10 . AL L GR A V E L BA G S SH A L L BE BU R L A P TY P E WIT H 3/ 4 IN C H MIN I M U M AG G R E G R A TE . 11 . SH O U L D GE R M / N A T I O N OF HY D R O S E E D E D SL O P E S FA I L TO PR O V I D E EF F E C T I V E CO V E R A G E OF GR A D E D SL O P E S (9 0 % CO V E R A G E ) PR I O R TO NO V E M B E R 15 , TH E SL O P E S SH A L L BE ST A B I L I Z E D BY PU N C H ST R A W IN S T A L L E D IN AC C O R D A N C E WITH SE C T I O N 35 . 0 2 3 OF TH E ER O S I O N AN D SE D I M E N T CO N T R O L HA N D B O O K OF TH E DE P A R T M E N T OF CO N S E R V A T I O N , ST A TE OF CA L I F O R N I A . TE M P O R A R Y ER O S I O N CO N T R O L PL A N T I N G AN D IR R I G A T I O N AL L PE R M A N E N T AN D TE M P O R A R Y ER O S I O N CO N T R O L PL A N T I N G AN D /R R / G A T/O N SH A L L BE IN S T A L L E D AN O MA I N T A I N E D AS RE Q U I R E D IN SE C T I O N 21 2 OF TH E ST A N D A R D SP E C I F / C A T I O N S AN D TH E FO L L O W I N G : A. HY D R O S E E D / N G SH A L L BE AP P L I E D TO : 1. AL L SL O P E S TH A T AR E GR A D E D 6: 1 (H O R I Z O N T A L TO VE R T I C A L ) OR ST E E P E R WH E N TH E Y AR E : a. TH R E E FE E T OR MO R E I N HE I G H T AN D AD J A C E N T TO A PU BL I C WA L L OR ST R E ET . b. AL L SL O P E S 4 FE E T OR MO R E IN HE I G H T . 2. AR E A S GR A D E D FL A T T E R TH A N 6: 1 WH E N AN Y OF TH E FO L L O W IN G CO N D I T I O N S EX I S T : a. NO T SC H E D U L E D FO R IM P R O V E M E N T S ( C O N S T R U C T / O N OR GE N E R A L LA N D S C A P I N G ) WIT H I N 60 DA Y S OF RO U G H GR A D I N G . b. ID E N T I F I E D BY TH E PA R K S AN D RE C R E A T I O N DI R E C T O R AS HIG H L Y VIS I B L E TO TH E PU B L I C . c. HA VE AN Y SP E C I A L CO N D I T I O N ID E N T I F I E D BY TH E CI T Y EN G I N E E R TH A T WA R R A N T S IM M E D I A T E TR E A T M E N T . 8. HY D R O S E E D E D AR E A S SH A L L BE !R R / G A TE D IN AC C O R D A N C E WIT H TH E FO L L O W I N G CR I T E R I A : 1. AL L SL O P E S TH A T AR E GR A D E D 6: 1 OR ST E E P E R AN D TH A T AR E : a. TH R E E TO EIG H T FE E T IN HE I G H T SH A L L BE IR R I G A T E D BY HA N O WA T E R I N G FR O M QU I C K CO U P L E R S / H O S E BI B S OR A CO N V E N TIO N A L SY S T E M OF LO W PR E C I P / T A TIO N SP R I N K L E R HE A D S PR O V I D I N G 10 0 % CO V E R A G E . b. GR E A T E R TH A N 8 FE E T IN HEI G H T SH A L L BE WA TE RE D BY A CO N V E N T I O N A L SY S T E M OF LO W PR E C / P I T A TIO N SP R I N K L E R HEA D S PR O V I D I N G 10 0 % CO V E R A G E . 2. AR E A S SL O P E D LE S S TH A N 6: 1 SH A L L BE /R R / G A TE D AS AP P R O V E D BY TH E CI T Y EN G I N E E R , PR I O R TO HY D R O S E E D I N G . TH E DE V E L O P E R SH A L L SU B M I T A PR O P O S E D SC H E M E TO PR O V I D E /R R / G A TIO N TO TH E CI T Y EN G I N E E R . TH E PR O P O S A L SH A L L BE SP E C I F I C RE G A R D I N G TH E NU M B E R S , TY P E S AN D CO S T S OF TH E EL E M E N T S OF TH E TH E PR O P O S E D SY S T E M . 3 IR R I G A T I O N SH A L L MA I N T A I N TH E MO I ST U R E LE V E L OF TH E SO I L AT TH E OP T I M U M LE V E L FO R TH E GR O W T H OF TH E HY O R O S E E D E D GR O W T H . FIR M : TO A L EN G I N E E R I N G IN C . HY O R O S E E D I N G MIX SH A L L CO N S I S T OF AL L OF TH E FO L L O W I N G : 1. SE E D MIX SH A L L CO N S I S T OF NO LE S S TH A N : ~o , . , ~ \ 0> - - 1 . i l Rt, AD D R E S S : 13 9 AV E N I D A NA V A R R O Cl TY , ST A TE : SA N CL E M E N T E , CA L I F O R N I A TE L E P H O N E : (9 4 9 ) 49 2 - 8 5 8 6 , _ / Z BY : CA L E B RIO S DA TE : • • I (N A M E OF EN G I N E E R ) R.C . E . NO . : 57 5 8 7 RE G I S TR AT / O N EX P / R A T I O N DA TE : 12 / 3 1 / 2 0 2 1 SO I L S EN G I N E E R ' S CE R T I F I C A T E /, GR A Y S O N R. WA L K E R , A RE G I S T E R E D (C IV I L / GE O T E C H N I C A L ) EN G I N E E R OF TH E ST A TE OF CA L I F O R N I A , PR / N C / P A LL Y DO I N G BU S I N E S S IN TH E FI E L D OF AP P L I E D SO I L S ME C H A N I C S , HE R E B Y CE R T I F Y TH A T A SA M P L I N G AN O ST U D Y OF TH E SO I L CO N D I T I O N S PR E V A L E N T WI T H I N TH I S SI T E WA S MA D E BY ME OR UN D E R MY DI R E C T I O N BE T W E E N TH E DA TE S OF AP R I L 15 , 20 20 AN D MA Y 11 , 20 _ 2 L . TW O CO P I E S OF TH E SO I L S RE P O R T CO M P I L ED FR O M TH I S ST U D Y , WIT H MY RE C O M M E N D A T I O N S , HA S BE E N SU B M I T T E D TO TH E OF F I C E OF TH E CI T Y EN G I N E E R = " " " " ' " " , I: SI G N E D : g ~ ,. , - " " ~ J; { . ~ _ ' µ ; _ . i f & -- !'w « t .• GE . / P . E . NO . : _,=•'8=7 ~ 1 _ _ _ _ _ _ _ _ _ _ _ _ DA T E : 9/ 1/2 0 2 1 LI C E N S E EX P / R A T / O N DA TE : 3/ 3 1 / 2 0 2 3 OW N E R ' S CE R T I F I C A T E I ( WE ) HE R E B Y CE R T I F Y TH A T A RE G I S T E R E D SO I L S EN G I N E E R OR GE O L O G I S T HA S BE E N OR WIL L BE RE T A I N E D TO SU P E R V I S E OV E R - A L L GR A D I N G AC T I V I T Y AN D AD V I S E ON TH E CO M P A C T I O N AN D ST A B I L I T Y OF TH I S SI T E . IF TH I S PR O J E C T / D E V E L O P M E N T IS SU B J E C T TO A ST A T E - RE G U L A TE O SW P P P , I (W E ) AL S O AG R E E A QU A L I F I E D SW P P P PR A C T I T I O N E R (Q S P ) HA S BE E N OR WIL L BE RE T A I N E D TO SU P E R V I S E /M P L E M E N T A TI O N OF ii ~ , i r : : : . p P' f i R t S.~ ~ ~ ~ t ~ f E v! i l f 1 oJ. HE CA LI F O R N I A CO N S T R U C T I O N OR D E R AN O <- -- . . . , , _ j µ i f o L : ~ , -:: 7 1.- 1 I (t; t . , y ., .,_·_ ., 9/ 1 / 2 0 2 1 SC O T T SA R E M DA T E 2. a. 20 lb s . PE R AC R E OF RO S E CL O V E R b. 20 lb s . PE R AC R E OF ZO R R O FES C U E c. 3 lb s . PE R AC R E OF E SC H O O L CIA CA L / F O R N I C A d. 4 lb s . PE R AC R E OF AC H / L L E A MIL L E F O L I A e. 3 lb s . PE R AC R E OF AL Y S S U M (C A R P E T OF SN O W ) f 1 / 2 lb . PE R AC R E OF 0/ M O R P H O L E C A g. IT E M S c, d , e , AN D f OF TH I S SU B S E C T I O N MA Y BE OM I T T E D ON LO C A T I O N S WH E R E TH E AR E A BE I N G HY D R O S E E D E D IS NO T VIS I B L E FR O M EIT H E R A PU B L I C ST R E E T OR RE S I D E N T I A L ST R U C T U R E S . h. IT E M a OF TH I S SU B S E C T I O N MU S T BE IN O C U L A T E D WIT H A NIT R O G E N FIX I N G BA C T E R I A AN D AP P L I E D DR Y EIT H E R BY DR I L L I N G OR BR O A D C A S T I N G BE F O R E HY D R O S E E D I N G . i. AL L SE E D MA T E R I A L S SH A L L BE TR A N S P O R T E D TO TH E JO B S / T E IN UN O P E N E D CO N T A I N E R S WIT H TH E CA L I F O R N I A DE P A R T M E N T OF FO O D AN D A GR / C U L TU R £ CE R T / F I C A TIO N TA G AT T A C H E D TO , OR PR I N T E D ON SA I D CO N T A I N E R S . j. NO N - P H Y T O - T O X / C WE T T I N G AG E N T S MA Y BE AD D E D TO TH E HY D R O S E E D SL U R R Y AT TH E DI S C R E T I O N OF TH E CO N T R A C T O R . TY P E 1 MU L C H AP P L I E D AT TH E RA TE OF NO LE S S TH A N 20 0 0 lb s PE R AC R E . TY P E 6 MU L C H (S T R A W ) MA Y BE SU B S T I T U T E D , AL L OR PA R T , FO R HY D R A U L I C A L L Y AP P L I E D FIB E R MA T E R I A L . WH E N ST R A W IS US E D IT MU S T BE AN C H O R E D TO TH E SL O P E BY ME C H A N I C A L L Y PU N C H I N G NO LE S S TH A N 50 % OF TH E ST R A W IN TO TH E SO I L . 3. FE R T I L I Z E R CO N S I S T I N G OF AM M O N I U M PH O S P H A T E SU L F A T E , 16 - 2 0 - 0 , WIT H 15 % SU L P H U R AP P L I E D AT TH E RA TE OF 50 0 lb s . PE R AC R E . D. AR E A S TO BE HY D R O S E E O E D SH A L L BE PR E P A R E D PR I O R TO HY O R O S E E D I N G BY : 1. RO U G H E N I N G TH E SU R F A C E TO BE PL A N T E D BY AN Y OR A CO M B / N A T I O N OF : a. TR A C K WA L K I N G SL O P E S ST E E P E R TH A N 6: 1 b. HA R R O W I N G AR E A S 6: 1 OR FL A T T E R TH A T AR E SU F F I C I E N T L Y FR / A B L E . c. RIP P I N G AR E A S TH A T WIL L NO T BR E A K UP US I N G IT E M S a OR b AB O V E . 2. CO N D I T I O N / N G TH E SO I L S SO TH A T IT IS SU I T A B L E FO R PL A N T I N G BY : a. AD J U S T I N G THE SU R F A C E SO I L MO I S T U R E TO PR O VID E A DA M P BU T NO T SA T U R A T E D SE E D BE D . b. TH E AD D I T I O N OF SO I L AM E N D M E N T S , PH AD J U S T M E N T , LE A C H I N G CO V E R I N G SA L I N E SO I L S TO PR O V I D E D VI A B L E CO N D I T I O N S FO R GR O W T H . £. HY O R O S E E D E D AR E A S SH A L L BE MA I N T A I N E D TO PR O V I D E A VIG O R O U S GR O W T H UN T I L TH E TH E PR O J E C T IS PE R M A N E N T L Y LA N D S C A P E D OR , FO R AR E A S WH E R E HY O R O S E E D I N G IS TH E TH E PE R M A N E N T LA N D S C A P I N G , UN T I L TH E PR O J E C T IS CO M P L E T E D AN D AL L BO N D S SO U R C E OF TO P O G R A P H Y F. ~f t E 1 z ~ ~ [ S SH A L L HA V E /R R / G A T/O N IN S T A L L E D AN D BE ST A B I L I Z E D , PL A N T E D AN D / O R TO P O G R A P H Y SH O W N ON TH E S E PL A N S WA S GE N E R A TE D BY FIE L D HY D R O S E E D E D WIT H I N TE N (1 0 ) DA Y S OF TH E TIM E WH E N EA C H SL O P E IS BR O U G H T TO GR A D E SU F M Y M E T H O O S FR O M IN F O R M A T I O N GA T H E R E D ON FE B R U A R Y 13 AS SH O W N ON TH E AP P R O V E D GR A D I N G PL A N S . AN AP P R O V E D ER O S I O N CO N T R O L PR O D U C T 20 2 0 BY ME T R O P O U T A N MA P P I N G - (R E C P ) SH A L L BE IN S T A L L E D PE R EC - 7 IF TH I S RE Q U I R E M E N T CA N N O T BE ME T . JU T E , TO P O G R A P H Y SH O W N HE R E O N CO N F O R M S TO NA T I O N A L MA P EX C E L S I O R OR ST R A W BL A N K E T IS UN A C C E P T A B L E . AC C U R A C Y ST A N D A R D S . G. SH O U L D GE R M / N A T / O N OF HY D R O S E E O FA I L TO PR O V I D E EF F I C I E N T CO V E R A G E (N O LE S S TH A N PR O J E C T LO C A T I O N 70 % ) PR I O R TO OC T O B E R 1, TH E SL O P E S SH A L L BE ST A B I L I Z E D BY AN AP P R O V E D RE C P . JU T E , EX CE L S I O R AN D ST R A W BL A N K E T IS UN A C C E P T A B L E . VI C I N I T Y CI T Y OF OC E A N S I D E HIG H W A Y , _ 78 j d ' "O MA P 0 NO T TO -- + n t - - SC A L E CI T Y OF VI S T A SI T E ' - -1 , · ~ Q'? : : PA C IF IC OC E A N AV E CI T Y OF EN C I N I T A S IN D E X OF SH E E T S GR A D I N G Ti l l £ SH E E T .. . . . . . . . . . . . . . . . . . . . . .... . . . . . . . . . . . . · - - · · · .. ·· · · 1 PR E C I S E GR A D I N G Pl. A N ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . 2 DR A I N A G E PL A N _ _ _ _ _ _ _ _ _ _ _ _ 3 SE C T I O N S .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... ... . . . . . . .... . . . . . .. . . . . . . . . . . . .. ... ... . . . 4 a{> . '< - ' ; 1 / CI T Y OF c: : . - - - - \ 4 SA N MA R C O S f ~ ~ ,._ _ z ~ ,, , z 0 WO R K TO BE DO N E TH E GR A D I N G WO R K SH A L L CO N S I S T OF TH E CO N S T R U C T I O N OF AL L CU T S AN D FI L L S , RE M E D I A L GR A D I N G , DR A I N A G E FA C I L I T I E S , ER O S I O N CO N T R O L FA C I L I T I E S , AN D PL A N T I N G OF PE R M A N E N T LA N D S C A P I N G AN D PR E P A R A T I O N OF AS - B U I L T GR A D I N G PL A N S , AS - B U / L T GE O L O G I C MA P S AN D RE P O R T S , AL L AS SH O W N OR RE Q U I R E D ON TH I S SE T OF PL A N S AN D TH E CIT Y ST A N D A R D S , SP E C I F / C A T/O N S , RE Q U I R E M E N T S , RE S O L U T I O N S AN D OR D I N A N C E S CI TE D ON TH E S E PL A N S . TH E GR A D I N G WO R K SH A L L 8£ PE R F O R M E D IN AC C O R D A N C E WIT H TH E FO L L O W I N G DO C U M E N T S , CU R R E N T AT TH E TIM E OF CO N S TR U C T I O N , AS DIR E C T E D BY TH E CI T Y EN G I N E E R . 1. CA R L S B A D MU N I C I P A L CO D E 2. CI T Y OF CA R L S B A D EN GI N E E R I N G ST A N D A R D S 3. TH I S SE T OF PL A N S 4. RE S O L U T I O N NO . CD P 20 2 0 - 0 0 1 7 DA T E D 10 / 0 7 / 2 0 2 0 5. TH E ST A N D A R D SP E C I F / C A T I O N S FO R PU B L I C WO R K S CO N S T R U C T I O N (G R E E N BO O K ) . 6. SO I L S RE P O R T AN D RECO M M E N D A T I O N S BY PE T R A GE O S C IEN C E S , IN C . _ _ _ _ _ DAT E D 5/11 /2 02 0 & 6/30 /20 2 1 7. TH E SA N DIE G O RE G I O N A L ST A N D A R D OR A 'M N G S AN D AS MA Y BE MO D I F I E D BY TH E CI T Y OF CA R L S B A D ST A N D A R D S . 8. CA L I F O R N I A CO A S T A L CO M M I S S I O N DE V E L O P M E N T PE R M I T CO N D I T I O N S DA TE D _ , _ , _ N . . . , _ A ~ - - - - - - - - - g. EN V I R O N M E N T A L AP P R O V A L DO C U M E N T S DAT E D _ N - / ~ A ~ - - - - - - 70 . ST O R M WA T E R PO L L U T I O N PR E V E N T I O N PL A N PR E P A R E D BY NA OA T E D ~ N , , l ~ A~ - - WD / 0 NO . - - - ' - ' N . . . , _ A ~ - - - - - - - - ll . ST O R M WA T E R QU A L I T Y MA N A G E M E N T PL A N PR E P A R E D BY TO A L EN G I N E E R I N G , IN C . DA TE D 7/23 / 2 0 2 1 12 . CA L I F O R N I A ST O R M WA T E R QU A L I T Y AS S O C / A TIO N BM P CO N S T R U C T I O N HA N D B O O K AN O CA L T R A N S CO N S T R U C T / O N SI T E BM P MA N U A L . DE S C R I P T I O N LE G E N D DW G .N O. , - - - . r ' \ DE T A I L S .... . ... . . . . . . . ... ...... ... . ... . . . ... . . . . ...... . . . . .. . . . . .... . . . .. . . . .. ... . ... ..... . . . . . .. .... .. 5 TIE R 2 SW P P P - NO T E S .. ... . ... ... . . . . . . . . . . . . .... . . . . ... ... ... . . . . . ...... . . . . . 6 TIE R 2 SW P P P - PL A N ... . . . . . . . . . ... . .. ...... . . . . .. .. . . . . .... .. ... . . . . ...... . . . . . . 7 SIN G L E SH E E T BM P SIT E PL A N ... . . . . . . . . . . . . . . . . . ... ... . ... . . . . . . ... . . . 8 ~ CO N S l R U C T CO N C . DR I V E W A Y /H A R D S C A P E . DE T A I L 1 / SH E E T 5 ,, , . - - . , , , - - - . , ~ ~ @- c o N S l R U C T TU R F BL O C K DR I V E W A Y . ( r DE T A I L 2 / SH E E T 5) & DE T A I L 16 / SH E E T 2) @- I N S T A L L 4" PIP E DR A I N SY S T E M . f i l ~ - - . / - J - . J ' - J . S~ M B O L QV ~ J l l f ' ) 1- : :: - : : . - o:·- 1 PR I V A 1 E 1, 9 1 5 S.F . .,_ '-: - : - :• : - : < •:-: - : .::•:-:• :•:- :• PU B L I C 3B 5 SF .' ,; ~ ~ ·~ ) 4 ~ s/ F .) ., 0 0 0 0 0 0 0 r _ 2~ 4 l 3 ' - J r . ' ~ ~ ~ ~ \ 1, , 70 S.F . I\ ' _, . _ _ , LE G A L DE S C R I P T I O N PO R T I O N OF LO T 24 & 25 MA P 26 4 7 (C A R L S B A D HIG H L A N D S ) AP N : 20 7 - 0 7 2 - 1 7 PR O J E C T AD D R E S S 40 0 5 SK Y L I N E RO A D CA R L S B A D , CA 92 0 0 8 RE F E R E N C E DR A W I N G S CD P 20 2 0 - 00 1 7 DW G 11 9 - 6 DW G 18 2 - 5 EA R T H W O R K gU A N T I T I E S CU T : 15 0 CY FIL L : 1, 6 9 5 CY IM P O R T : 1, 5 4 5 CY EX P O R T : N/ A RE M E D I A L : 1, 0 0 0 CY BE N C H MA R K AC H I T E C T b+ d ST U D I O P.O . BO X 33 1 3 7 SA N DIE G O , CA 92 1 6 3 TE L : {6 1 9 ) 67 7 - 3 2 2 4 CO N T A C T : TO D D BR A Z Z O N , AIA DE V E L O P E R / OW N E R SC O T T AN D KY R A SA R E M 66 8 4 LE M O N LE A F DR I V E CA R L S B A D , CA 92 0 1 1 TE L : {7 6 0 ) 53 3 - 2 4 7 0 CO N TR A C T O R JE F F PIV A TE L : (7 6 0 ) 50 0 - 1 2 7 6 DE S C R I P T I O N : 2" PIP E & BR A S S DIS C ST A M P E D "L S 62 1 5 " LO C A T I O N : 39 3 5 SK Y L I N E RO A D RE C O R D E D : 27 s 1 2 0 0 2 EL E V A T I O N : EL E V . - 31 6 . 8 2 8 ' DA T U M : ___ _ . N=G~V:=0~2=9~ - - - TO T A L LO T AR E A = 0. 5 7 2 AC (2 4 , 9 0 4 S.F.) TO T A L DI S T U R B E D AR E A = 0. 6 0 7 AC (2 6 , 4 3 5 S.F .) (T H I S AR E A IN C L U D E S BU T IS NO T LIM I T E D TO OF F - S I T E WO R K IN C L U D I N G PU B L I C IM P R O V E M E N T S AN O TE M P O R A R Y DIS T U R B A N C E SU C H AS VE H I C L E AN D EQ U I P M E N T ST A G / N G AR E A S , CO N S T R U C T / O N WO R K E R FO O T TR A F F I C , SO I L / G R A V E L PI L E S , UT I L I T Y TR E N C H E S , BA C K F I L L CU T S AN O SL O P E KE Y W A Y S ) TO T A L RE P LA C ED IM P E R V I O U S AR E A = 6, 0 4 3 S.F . TO T A L PR O P O S E D IM P E R V I O U S AR E A - 14 , 1 0 0 S.F . @ - IN S T A L L 6" PIP E DR A I N SY S T E M . @ - IN S T A L L 8" PIP E DR A I N SY S T E M . © - IN S T A L L 6" DE C K DR A I N . MA N U F A C T U R E R (v - 1 N S T A L L 6" AT R I U M DR A I N . MA N U F A C T U R E R @- - IN S T A L L 12 " AT R I U M DR A I N . MA N U F A C T U R E R @- I N S T A L L 24 " CO N C . CA T C H BA S I N . MA N U F A C T U R E R @) - - - B I O F I LTR A T I O N SY S T E M (S T O R f . 4 W A T E R BM P ) . DE T A I L 10 / SH E E T 5 ®- - ST O R M W A T E R ST O R A G E VA U L T (L I D BM P ) . DE T A I L 11 / SH E E T 4 @- D R A I N A G E SP R E A D E R . DE T A I L 12 / SH E E T 5 MA N U F A C T U R E R = = 4 "= = L.1 . . : : . 72 D L. F . = = 6" = = 32 D L. F . = =s " = = 30 0 L. F . ~ , - . . . □ I\ c· B EA : \ L.1 . . : : . 1 6 EA ._ ) o '- - - " 2 8 " ' EA . li l l ] 33 EA . ~ 1 EA . ll • .• . ·11 42 3 S.F . I _ _ _ _ _ _ _ 7 1: :: 36 3 C. F . I= = = = = = = ~ = = o = 42 L. F . I 11 1 11 1 1 ! I I ii I I @ ) - 5 " CH A N N E L DR A I N W/ TR A F F I C GR A T E . @ - - 1 2 • WID E CO N C R E T E V- D I T C H . @- I N S T A L L 1" WA T E R ME T E R & SE R V I C E . D E T : : w : 4 z ~ ~ _ , .~ ~ ,- . . . . . ; _ _ _ _ _ , . J 7 T 7 T z 7 - - - ; r z - 54 L. F . 45 L.F . 1 EA . 36 L.F . 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EW E R / S E J ' l l C HO IN G 1 K / / / .o 1 . 6 / EX .. ~: u SC R E E N W~ J g E SE E ' / ' DS C N ' E P - D O " • ' 0T H / r RE W J H ; PR O l E C T IN · I ~ I p- g ;p r - · · I ~ I . \ I ,, . . / / ,. , , I \ ~ PR O J E C T CD P AP P R O V E D IM P E R V I O U S AR E A FO O l P R I N T = 14 , 1 0 0 SQ . FT . PO S T CD P AP P R O V A L , TH E IM P E R V I O U S AR E A WN S RE D U C E D BY IN T R O D U C I N G AR E A S OF PE R M E A B L E PA V I N G AN D RE V I S I N G TH E FL A l W O R K FO O T P R I N T IN TH E BA C K Y A R D . HO W E V E R , TH E PR O J E C T CO N T I N U E D TO US E TH E CD P AP P R O V E D 14 , 1 0 0 SQ . FT . IM P E R V I O U S AR E A FO R BM P SIZ I N G AN D CA L C U L A T I O N S RE L A T E D TO TH E GR A D I N G PL A N AN D SW Q M P FO R GR 2 0 2 1 - 0 0 1 6 . TH I S WN S DO N E IN T E N T I O N A L L Y TO AL L O W FL E X I B I L l l Y DU R I N G CO N S T R U C T I O N SH O U L D TH E IM P E R V I O U S AR E A IN C R E A S E DU E TO MIN O R FIE L D CH A N G E S . TH E FO L L O W I N G IS A SU M M A R Y OF TH E IM P E R V I O U S AR E A FO O T P R I N T SH O W N HE R E O N : BU I L D I N G : 4, 15 0 SQ . FT . HA R D S C A P E &: CO N C R f f i : 5, 3 5 9 sa . FT . 5, 7 0 0 SQ . FT . ) & DR I V E W A Y (P A Y E R S ) : 2, 2 9 9 sa . FT . 1, 7 7 0 SQ . FT . • WA I i 5 &; MIS C E L L A N E O U S ; J 50 so , EL TO T A L : 11 , 0 5 8 se . FT . 11 , 7 7 0 SQ . FT . • TH E PR O J E C T DR I V E W A Y WIL L BE CO N S T R U C T E D US I N G PE R M E A B L E PA Y E R S , SO TH E IN C L U S I O N OF TH E DR I V E W A Y IN TH I S TA B L E IS FO R CO N S E R V A T I V E PU R P O S E S . TH E IN T E N T IS TO DE M O N S T R A T E TH A T AN Y CO N C R E T E HE A D E R S NS S O C I A T E D WIT H TH E IN S T A L L A T I O N OF TH E S E PA Y E R S WO U L D YIE L D A FIN A L SIT E IM P E R V I O U S AR E A TH A T RE M A I N S LE S S TH A N TH E CD P AP P R O V E D VA L U E OF 14 , 1 0 0 SQ . FT . US E D FO R AL L WA T E R QU A L I T Y RE L A T E D CA L C U L A T I O N S . CD - CO N S T R U C T CO N C R E T E DR I V E W A Y / H A R D S C A P E . SE E DE T A I L ON SH E E T 5. .& @ - CO N S T R U C T IN T E R L O C K I N G PA V E R DR I V E W A Y . SE E DE T A I L 2 ON SH E E T 5 & DE T A I . 16 ON SH E E T 2. ~ @ - IN S T A L L 1" WA T E R ME T E R & SE R V I C E W/ SP R I N K L E R PE R Cl1 Y ST D . DW G . NO . ~ & GS - 2 6 . @ - IN S T A L L PE R V I O U S PA V I N G ON WA L K W A Y S / P A T I O S . SE E DE T A I L 2 ON SH E E T 5. Th @ - CO N S T R U C T SC R E E N WA L L (C I T Y ST D . C- 0 5 ; PE R M I T RE Q ' D FO R WA L L S >4 ' ) @- - CO N S T R U C T RE T A I N I N G WA L L {C I T Y ST D . PE R PL A N ; PE R M I T RE Q ' D FO R WA L L S >4 ' ) @ - CO N S T R U C T CO N C R E T E DR I V E W A Y IN RIG H T OF WA Y . SE E DE T A I L 1 ON SH E E T 5. ~ " ' ' , , , . , • - ~ A! , ' j • • • •· . • Z. e , r ~ ht · ' , r r1· t ~ ~ • I . I ,. , . v . ! . <!" " . ~ - 4 4 4 :4 1. AL L RO O F S SH A L L BE GU T T E R E D &: DO W N S P O U T S CO N N E C T E D TO ST O R M DR A I N SY S T E M . 2. PA D EL E V A T I O N S AR E BA S E D ON 4" CO N C R f f i SL A B OV E R 10 - M I L VA P O R BA R R I E R OV E R 4" OF CL E A N AG G R E G A T E BA S E PE R FO U N D A T I O N PL A N (N E A L SH A H ST R U C T U R A L EN G I N E E R I N G DA T E D 2/ 2 6 / 2 0 2 1 ) . CO N T R A C T O R SH A L L VE R I F Y AL L PA D EL E V A T I O N S W/ SO I L S EN G I N E E R AN D ST R U C T U R A L EN G I N E E R PR I O R TO GR A D I N G . 3. WH E R E EX T E R I O R / I N T E R I O R UT I L I T Y lR E N C H E S AR E PR O P O S E D IN A DIR E C T I O N TH A T PA R A L L E L S AN Y BU I L D I N G FO O T I N G , TH E BO T T O M OF TH E lR E N C H E S SH A L L NO T EX T E N D BE L O W A 1 :1 PL A N E PR O J E C T E D DO W N W A R D FR O M TH E BO T T O M ED G E OF FO O T I N G . WH E R E TH I S OC C U R S , AD J A C E N T FO O T I N G SH A L L BE DE E P E N E D OR UT I L I T Y CO N S T R U C T E D AN D BA C K F I L L E D PR I O R TO BU I L D I N G CO N S T R U C T I O N . 4. FO R BU I L D I N G FO O T I N G AN D FO U N D A T I O N DE S I G N SE E ST R U C T U R A L PL A N S . 5. AL L RE C O M M E N D A T I O N S WIT H I N TH E SO I L S RE P O R T FO R TH I S PR O J E C T PR E P A R E D BY PE T R A GE O S C I E N C E S , IN C . , RE P O R T NO . 20 - 1 5 5 DA T E D MA Y 11 , 20 2 0 , AN D AL L AD D E N D A TH E R E T O , AR E CO N S I D E R E D A PA R T OF TH I S PL A N . 6. AL L DR A I N LIN E S SH A L L HA V E A MIN I M U M SL O P E OF 1 % TO W A R D S OU T L E T S . =-14 . 9 2 r! ; ~3 0 2 . 9 2 T~ N$ p 2 . 2 IN V . ~" S~ R LA , T E R A L ; CO N T R A C T O R 7;0 FIE L D VE R , I F Y SE m LA T E ~ DE P T H AT ~ L AA D VE R I F Y IF C,L E A N O I J T E IS T S -- - - - - ·t / CA R L S oJ EN G R . ~ , . ,. . / : ST A N D A R D J SP E C . "' : - : , • J I A 7'cf 85 . 4 4 • 15 0 0 0 - 3 . J 1 · · " , . "- , E) SE W E R : IA . • - - : i- = ·· . ST A . 7+ § _ 3 J3 8 BC \ : : :~ s-- / / _.,, . , _ (P E R DW G l 8 2 - S ) / : : / : ,,, . : · I · ; "§ ' SA W C 0~ E • EM O V E EX L, : I AT P.L . (I F NO T , \c ON T R A C T O TO CO N S R U C T NE W Cl EA N O I J T A~ P.L . PE R CIT Y ST A N D A R D S- 6). NO T E : ON - S I T E SE W E R SE P T I C SY S T E M IS NO T IN U S E . - - ~ • • 1• • .. '. · · • ~ CO N ~ IN G / ~ in ~ NS P ~ Tcfa ElW E , E N ED G E OF • • • •· • • ' M , · 1 IT S ' \ ~ ~ RO A D ~ V" AN D "R . O . W . LIN E ~- - . ·! I P ' :\ ~ ·> :g li t · d! , 1 . 6? . / \U > ~I E ~ . i'l .. GH B O R • .· . -< • .. • ~; ; , 1 , ~ /' 1 ~ a ,n 1 . 1 a • • • WA l . l . . T~ RE M A I ~· \ · s, . .. . - : ! ~ 2 ~ r '. l' R n T l ' C T !N P ~ E\ • • • • . . 'i ' i i \ I / : / ii ' ·, . ""' . ."';. - . .. . , .. : : : / : : I 4 " . "4 • • " <ii " ' • • J I I I I .- C t . _ I I r I ' _, i ' . \ • ·" " I , , I V " : ! -+ " " ; : at ft4 1 6 '' '' '' '' '' ' ' ' ' '' '' ' ' ' ' ' ' AL L EA S E M E N T S LIS T E D HE R E O N AR E PE R A PR E L I M I N A R Y TIT L E RE P O R T PR E P A R E D BY FIR S T AM E R I C A N TIT L E CO M P A N Y , FIL E NO . D I V - 6 0 6 4 1 9 1 DA T E D JU N E 11 , 20 2 1 UN L E S S NO T E D OT H E R W I S E . ~ AN EA S E M E N T FO R TE L E P H O N E AN D / O R EL E C l R I C PO L E S AN D LIN E S , AN D SE W E R , WA T E R , AN D / O R GA S MA I N S AN D IN C I D E N T A L PU R P O S E S RE C O R D E D OC T O B E R 13 , 19 4 4 IN BO O K 17 6 2 , PA G E 12 6 OF OF F I C I A L RE C O R D S OF SA N DIE G O CO U N T Y . 0 TH E EX A C T LO C A T I O N OF SA I D EA S E M E N T CA N N O T BE Df f i R M I N E D FR O M RE C O R D DO C U M E N T AN D IS NO T PL O T T E D HE R E O N . 0 10 SC A L E : 1 "= 1 O' -o • 20 I 3- 1 / 8 " PA V E R ~ ~r - " " " ' \ 1 L . . . . - . . . - - - - 2" BE D D I N G LA Y E R ST R U C T U R A L (P O S T - C O N S T R U C T I O N ) BM P TA B L E 11 AS BU I L T 11 CO N C R E T E HE A D E R (6 ' W (M I N . ) x 24 " D ) C 12 ' SP A C I N G ; OR DE E P E N E D CO N C R E T E ED G E #4 RE B A R TO P AN D BO T T O M {2 " CL R . ) C J 7 / - ~ .. - \ r- - , r - C ) 0 ( 71) AS T M NO . 8 ST O N E 4" BA S E LA Y E R AS T M NO . 57 ST O N E _.. . . . . . . . - - - - 1 2 " SU B B A S E AS T M NO . 2 ST O N E 40 MIL HD P E SM O O T H LIN E R BA F F L E ,« · «· ) ¢ ! r j ~ . ro r - , ro r' - . . . 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AL L SIT E WA L L S SH A L L BE CO N S T R U C T E D PE R CIT Y ST A N D A R D DR A W I N G S C- 0 1 , C- 0 3 , C- 0 4 , OR C- 0 5 , NS NO T E D HE R E O N . TH E LO C A T I O N OF UT I L l l Y LIN E S SH O W N HE R E O N PE R IM P R O V E M E N T PL A N S FO R SE W E R {D W G 11 9 - 6 ) AN D WA T E R (D W G 18 2 - 5 ) , NS WE L L NS US A MA R K I N G S OB S E R V E D IN TH E FIE L D BY PE T R A GE O S C I E N C E S (P R O J E C T GE O T E C H N I C A L EN G I N E E R ) AN D FIE L D SH O T TO P O G R A P H I C SU R V E Y IN F O R M A T I O N OB T A I N E D BY BO T H TO A L EN G I N E E R I N G , IN C . AN D ME T R O P O L I T A N MA P P I N G . AC T U A i . SIZ E S , LO C A T I O N S , AN D DE P T H S MA Y VA P : f AN D SH A L L BE FIE L D VE R I F I E D PR I O R TO AN Y CO N N E C T I O N S TO , OR OT H E R US E OF , TH E S E UT I L I T I E S . ~ ~ ~ $ ·3 1 . Z . 3 ( 2, 5 4 9 5.F . ) 4, 3 1 0 S.F . SC O T T AN D 1 KY R A SA R E M __ _ _ _ _ _ _ , SC O T T AN D I 42 3 S.F . 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CO N T R A C T O R SH A L L VE R I F Y AL L PA D EL E V A T I O N S W/ SO I L S EN G I N E E R AN D ST R U C T U R A L EN G I N E E R PR I O R TO GR A D I N G . \ ;I f < · \ \ \ \ ~--~ ~rt~0 ~ 0 ·. _ Q _ / l j( N ) IV E W , C L '' ~~\ ,, "" " '- -- ~ : ' ~..- r : e i :x : : I ! }I l l : - Q; = - 30 4 . 9 2 30 2 . 9 2 Tl r" ' \ 'i ; - *· - -- ~ ·- - - ' - - - w - 15 Pf'I A L T : ! 9 r , : : : /: -, ST A 7H i 8 5 ' -• E) SE W E R ! .4 4 I \ l& j Z ! ~ - - : ; ; < " ' " d ' ~ I • - J #- • ST A . 7+ ~ J 3 s BC 11 ~ '1 ' I \! li J' / / 1l1 · 1 o ' l (P E R DW G ! 8 2 = s f ' • • • • • a. • • I . • , · \ • •C O N ~ i ~ <: , , J / , , ~ • •. ~· · · ~ - . . .. . ii ; •• ,. . . . u . . . - ' \- ' : c . ~ ~~ J. . -· ., "" ' · ,II Cl ) .. . . : . - ~ I ,1 ' " ' , d • r .. ~ (. ! ) • . .: . • ,. · • • • -: . . 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WH E R E EX T E R I O R / I N T E R I O R UT I L I T Y TR E N C H E S AR E PR O P O S E D IN A DIR E C T I O N TH A T PA R A L L E L S A~ BU I L D I N G FO O T I N G , TH E BO T T O M OF TH E TR E N C H E S SH A L L NO T EX T E N D BE L O W A 1: 1 PL A N E PR O J E C T E D DO W N W A R D FR O M TH E BO T T O M ED G E OF FO O T I N G . WH E R E TH I S OC C U R S , AD J A C E N T FO O T I N G SH A L L BE DE E P E N E D OR UT I L I T Y CO N S T R U C T E D AN D BA C K F I L L E D PR I O R TO BU I L D I N G CO N S T R U C T I O N . AL L EA S E M E N l S LIS T E D HE R E O N AR E PE R A PR E L I M I N A R Y mL E RE P O R T PR E P A R E D BY FIR S T AM E R I C A N TIT L E CO M P N l ' f , FIL E NO . D I V - 6 0 6 4 1 9 1 DA T E D JU N E 11 , 20 2 1 UN L E S S 0 TY P E SIZ E _ & ~ - . - -- PE R M E A B L E PA V E M E N T -· -· . 4, 3 1 0 S. F . , BIO F I L T R A T I O N W / 42 3 S.F . PA R T I A L RE T E N T I O N ST O R M WA T E R 36 3 C.F . DE T E N T I O N VA U L T N: \ 2 0 0 x x \ 2 0 0 3 6 \ D r a w i n g s \ C i v i l \ 2 0 0 3 6 - g p - 0 3 . d w g 07 / 2 6 / 2 0 2 3 13 : 4 7 OW N E R S H I P SC O T T AN O KY R A SA R E M SC O T T AN O KY R A SA R E M SC O T T AN O KY R A SA R E M @) - I N S T A L L BIO F I L T R A T I O N SY S T E M {4 2 3 S.F . MIN . AR E A ) . SE E DE T A I L ON SH E E T 5. @ - CO N S T R U C T ST O R M WA T E R ST O R A G E VA U L T . SE E DE T A I L ON SH E E T 4. @ - CO N S T R U C T DR A I N A G E SP R E A D E R . SE E DE T A I L ON SH E E T 5. @ - IN S T A L L 5" CH A N N E L DR A I N W/ LIG H T TR A F F I C GR A T E {N D S 86 4 G M T L OR EQ U A L . ) @ - CO N S T R U C T 12 " WID E CO N C R E T E V- D I T C H . SE E DE T A I L ON SH E E T 5. @ - IN S T A L L SU B D R A I N PE R SO I L S RE P O R T . SE E DE T A I L ON SH E E T 5. @ - DO W N S P O U T (P E R RO O F I N G CO N T R A C T O R ) . SE E DE T A I L ON SH E E T 5. T O A L EN G IN EERI NG, I NC . @) @@ 4. FO R BU I L D I N G FO O T I N G AN D FO U N D A T I O N DE S I G N SE E ST R U C T U R A L PL A N S . 5. AL L RE C O M M E N D A T I O N S WIT H I N TH E SO I L S RE P O R T FO R TH I S PR O J E C T PR E P A R E D BY PE T R A GE O S C I E N C E S , IN C . , RE P O R T NO . 20 - 1 5 5 DA T E D MA Y 11 , 20 2 0 , AN D AL L AD D E N D A TH E R E T O , AR E CO N S I D E R E D A PA R T OF TH I S PL A N . 6. AL L DR A I N LIN E S SH A L L HA V E A MIN I M U M SL O P E OF 1 ,r: TO W A R D S OU T L E T S . 1. WA L L S SH O W N HE R E O N FO R IN F O R M A T I O N ON L Y AN D AR E TO BE CO N S T R U C T E D PE R SE P A R A T E PL A N / P E R M I T . 2. AL L PR O P O S E D WA L L S AR E AN T I C I P A T E D TO BE CM U UN L E S S OT H E R W I S E NO T E D ; SE E SIT E WAL L PL A N S FO R FIN A L OE S I G N IN F O R M A T I O N . 3. 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SC A L E : 1" = 10 ' - 0 " TH E LO C A T I O N OF UT I L I T Y LIN E S SH O W N HE R E O N PE R IM P R O V E M E N T PL A N S FO R SE W E R (D W G 11 9 - 6 ) AN D WA T E R (D W G 18 2 - 5 ) , AS WE L L AS US A MA R K I N G S OB S E R V E D IN TH E FIE L D BY PE T R A GE O S C I E N C E S (P R O J E C T GE O T E C H N I C A L EN G I N E E R ) AN D FIE L D SH O T TO P O G R A P H I C SU R V E Y IN F O R M A T I O N OB T A I N E D BY BO T H TO A L EN G I N E E R I N G , IN C . AN D ME T R O P O L I T A N MA P P I N G . AC T U A L SIZ E S , LO C A T I O N S , AN D DE P T H S MA Y VA f f f AN D SH A L L BE FIE L D VE R I F I E D PR I O R TO A~ CO N N E C T I O N S TO , OR OT H E R US E OF , TH E S E UT I L I T I E S . "A S BU I L T ' ' c : Z ( ~ , -x P . _ RC E 57 S f l I' . 1:. 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GE L D E R T PO O L , PO O L DE C K , CO V E R E D GA Z E B O AR E A , r... . . . . e,. , , . , . tt I, , . , . , AN D AD D RE T WA L L S . EN G I N E E R I N G MA N A G E R I RE P L A C E S SH E E T SIG N E D 9/ 2 8 / 2 1 . OW N BY : u .- " • DA T E IN I T l A L DA T E IN I T l A L DA T E IN I T l A L CH K D BY : EN G I N E E R OF WO R K RE V I S I O N DE S C R I P T I O N Ol H E R AP P R O V A L CIT Y AP P R O V A L RV W D BY : RC E 63 9 1 2 EX P I R E S 9/ 3 0 / 2 4 DA T E PR O J E C T NO . 11 DR A W I N G NO . CD P 20 2 0 - 0 0 1 7 GR A D I N G SU B M I T T A L NO . 1 9. 5 . 2 0 2 3 March 12, 2024 Item #8 Page 54 of 135 Do o u S i g n En v e l o p e !D: DF4 42E 3 0 - - 6 2 D9-49 6 A -98 BD ·C3 E : : 2 8 6 O 8 D E 1A 31 0 - EX I S T . GR O U N D 30 0 - r PR O P O S (P E R SE P A R A T E E D BU ILD ING BU ILD ING PE R M I T ) • - CO N _ST R U C T DR W' - ' • S M O O r n " " " o g , c - . , , ,, , - ~ " i .. - ~_i i ' ; ~ \ ~- . - .. ,a -~ ~~. , , . , , , ~ : -~,. ~: %~ t 2M1~1N~_ l _ _ _ _ _ JS>i<K : y l Y U~ ~ ~ } f-:- - B<RO ) P . A ~ D _ _ _ 20 ' C- 03 2% ~ 4 LJ S . . . - - - . . , .. - .✓-I _ _ _ _ FIN I S H E D SU R F A C E 29 0 - P.L . : .,,. ,!",(: := - -- , , - ' ,,: ; , · i ; ~ · ; f ~ ,, y , , }" '>; , ~ ~ f' . / - Z ~ ' , h1 / ~ :) , v, VIN Y L FE N C E AT p (P R O V I D E GA P AT .L . GR O U N D LE V E L DR A I N A G E PU R P 6 2 : s ) C- 0 4 20 2s , u - - - - ' · , " e - - - .! I-~ -10~ • ~; ; ~ ~ -~,< ; _ , , G ' ~ ~d'~.> ~~ ~-~~~-e o ~ -n; ~ c c - : ~ ,_~-- ~ ~~~~ ~ s - i '-/'~- ,- -r. _ _ y ·"-~:: . ;. t - - ; : ,t ,:l ! <-;;; ; ·-' . } ; - ;; ;.p : - j'- PO ~ L s~ ~ A ~ ~ H E R S UN D E R 1 - - • ' " c _ _ Jf', , , r( , o ) \ ~ , , . "" - f ~ - A;;;P P ~ R ~ o ~ x . y u~ M I T S ; ~ ~ ~- : ~ = = : : : : : ~ - -" - = : : ~' - ~ . WA L L BA C K C U T ~ S O I L S RE P O R T E2( ; S T. G OF OV E R E X C A V A • 1 ~J_ ZO N E or . · TO FJ E L D VE R I F Y LIM I ~ RE P O R T ; LL ~ CO T I N G - - ~ ~ - - - - N ~ - - - - ~ 1 ~ ~ : ~ ; i •. . : ,,,~ ~ : ~ ' \ ; ; ~ ~ ~ ~ ; ; ; $ ; i ~ ; ; ~ ~ 7 ~ . ' ; , -- ~ " " ' ; '" '" " " " " : ,,ck, ,, . , . ,, . , , , ,, . - = = - 31 0 , v~ - ~ • w - " ' l f ' ~ ; ; _, - • • J / " ~" ' Z _ " ,. • : - (E ) GA s :: : : 7 ' - 5' MA X _ _ _ : ~ EX I S T . GR O U N D ,. 1 1 & I ( . VE R T I C A L CU T - ~ - " ' - I \ 1: 1 LA Y B A C K AB O V E 5'P E R SO I L S RE P O R T VE R T I C A L • WH E R E OC C U R S ) _ / (E ) 10 " ¢ WA T E R - 30 0 (E ) B" ¢ SE W E R AP l ' R O X . LIM I T S _OF 0\/ E R E X C A V A T I O N (3 '_ MIN . BE L O W FIN I S H E D PA D ) PE R SO I L S RE P O R T ; SO I L S EN G I N E E R TO FJ EL D VE R I F Y LIM I T S . -2 9 0 28 0 C- 0 5 '2 0 5' MIN . / 6' MA X . HT . VIN Y L FE N C E (T Y P . ; BO T H = = = = Z ID E S ) PR O P O S E D BU I L D I N G " 1 PR O P O S E D BU I L D I N G (P E R SE P A R A T E /] (P E R SE P A _RA T E BL D G , PE R M ! T l I 31 , 1 - - - - - 1 - - - ~ , -1- 1 - =: : : : : : : : = - - - _ _ BL D G , _er n M I I c; - - - - - - 1 I , . P.L . P.L . - 31 0 I : ST E M WA L L PE R - - - V' - - ~r- - . . - l- - BL D G . PL A N S I I I I ~- - -- - - - - - - - - - - - - - - - - <;) ' o '[ I 5% ! .. I . ;. n •· . 30 0 _== - ----- _ , - ~ c_·_~ T SL A B = 2 9 9 . 8 2 5% 5% . ~; , t: : - - - -; ; , : : - - 7 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ra c " " " ·, :~ " : ,"~ , y ] I, / ~ , , '~ i 7 0 -11 I - - - - • - - - - - ~ ~ W: LIE AT P.L . W/ IN L E T S AL O N G C.L . AS SH O W N ••• DE E P E N E D CO N G . ED G E , AS RE Q ' D ON PL A N . SE E SID E Y A R D SW A L E DE T A I L HE R E O N . 5' MA X . VE R T I C A L CU T PE R SO I L S RE P O R T 29 0 -- - - - - - - (T Y P I C A 1 - BO T H SID E YA R D S J (1 :1 LA Y B A C K AB O V E 5' VE R T I C A L , WH E R E OC C U R S ) ED SE C T I O N 2 SC A L I E : 1" = 10 ' NO T E S ; • AL L ME T A L TO BE DE G R E A S E D , PH O S P H A T I Z E D WIT H RU S T RE T A R D A N T UN D E R C O A T AN D DIP CO A T E D WIT H TW O CO A T S OF IN D U S T R I A L GR A D E FL A T BL A C K EN A M E L . • CR O S S RE F E R E N C E IN F O R M A T I O N WIT H LA N D S C A P E PL A N PR I O R TO CO N S T R U C T ION . 2" x 2 " ST E E L PO S T S /1 r 1 1;4 • CH A N N E L WIT H PICK E T S CU T TH R O U G H AN D WE L D E D Z . £ 1 / 2 " X 1/ 2 " SO L I D ST E E L PIC K E T S 4" O.C I I • ... I ~ ~ :! ; . , I • "' "' ,- - ' re I <O ~ .. .. (T Y P . ) ~ - AP P R O X . LIM I T S OF OY E ' R E X C A V A T I O N (~ _ _'_ ~ - -- 229 9 0 BE L O W FIN I S H E D PAD ) PE R SO ILS RE P O R T ; • SO I L S EN G I N E E R TO FJ E L D VE R IFY LIM I T S . 6' MA X . HIG H VINY L FE N C E PE R LA N D S C A P E PL A N S P. L . "' ~ ~ ' < , / \ I ~ ~ ' 7 ' ,-~ - 'K MA X . HIG H CR A IN LIN K FE N C E PE R AP P R O V E D LA N D S C A P E PL A N ;1 I ~ 28 0 - - :- 1 f - - - - - , f- ~ ' e ' ! ' , 1 ~ 28 0 : " ' ~ I : 0.8 3 % ' EX I S T. NE I G H B O R / i FE N C E TO RE M A I N : • • • I • • -~ ---- ' ,., ... ' .' • • .·. · £X I S J : :. : ,' :. : : : .: , , • GR A D E '~ :~:, ,: _:, __ _ _ ___ IL 1 b r ~-~t : .-:~ : - -~<: ~ .:_ ~ - ¼P R O X . LIM I TS OF ~ I OV E R E X C A V A T I O N (1 2 · BE L O W EX I S T . GR A D E AT HA R D S C A P E ) PE R SO I L S RE P O R T ; SO I L S EN G I N E E R TO FIE L D VE R I F Y LIM I T S . 0)~ ~ ~ 1 : ~ ~ ~ 5' MIN . / 6' MA X . ~ : ! : i c, / HT . VIN Y L FE N C E ,$ - ~ ~ - - - - - - - -2 9 0 29 / ~ .._ , C J t = 1I - l'O O L _(B ' r ' _ OJ l : I E R S _ J J N D E L • A SE P A R A T E PE R M I T ) ~ •. ,, - . ' _,, __ _ _ _ _ _ _ _ _ _ _ _ , 28 0 28 0 --- --- -- P "n" - ~ --- --"" -' -- · · -- ~ -- -- - - -- --- - §= : SW A L E AT P.L . ~~ ~ ~ : ~ u : O N G C.L . AS SH O W N ~ ON PL A N . SE E SID E Y A R D SW A L E DE T A I L HE R E O N . CD~ ~ ~ 1 : ~ ~ ~ ff i L= 3 0 . 5 ' AC C E S S MA N H O L E PIC K L E B A L L CO U R T SE C T I O N NO T E S : 1. AC T U A L LIM I T S OF EX C A V A T I O N TO BE DE T E R M I N E D IN TH E FJ E L D BY TH E SO I L S EN G I N E E R . 2, FO R FO O T IN G AN D FO U N D A T I O N PL A N S , SE E ST R U C T U R A L DR A W I N G S , 3. RE T A I N I N G WA L L BA C K F I L L SH A L L CO N F O R M TO TH E SO ILS RE P O R T AN D TH E ST R U C T U R A L DR A W I N G S . 4" PV C OU T (T O BM P : BIO F l L TR A T I O N PL A N T E R ) - - - -- < 12 " PV C (T O ST O R A G E ) I •I . I 6" PV C OU T (T O DR A I N A G E SP R E A D E R ) 4" ¢ IN LE T PIP E -- , - - - - - - - , 8" WID E CH A N N E L W / 2" HIG H WE I R ; (IN C R E A S E WE I R TO 6" HIG H ON SID E FA C I N G 8" IN LE T PIP E ) . _ _ y OP E N : TO : • BE L O W ) • 8" ¢ IN LE T PIP E DIV E R T E R BO X TO P VIE W 4" PV C OU T (T O BM P : BIO F l L TR A T ION PL A N T E R ) f 4" HIG H WE I R AT 8" ¢ PIP E {T / W E IR = 27 7 . 0 0 ) , , . - 4" ¢ IN LE T PIP E ~ - 27 0 ST R U C T U R A L (P O S T - C O N S T R U C T I O N } BM P TA B L E TY P E Sl, Z E ff i . OW N E R S H I P ~ - - · .. SC O T T AN D PE R M E A B L E PA V E M E N T ... , .. . . , . , 4, 3 1 0 S. F . KY R A SA R E M BIO F I L T R A T I O N W/ 42 3 S.F . SC O T T AN D PA R T I A L RE T E N T I O N KY R A SA R E M ST O R M WA T E R 36 3 C.F . SC O T T AN D DE T E N T I O N VA U L T KY R A SA R E M CO N S T R U C T I O N NO T E S (j ) - CO N S T R UCT CO N C R E T E DR I V E W A Y /H A R D S C A P E . SE E DE T A IL ON SH E E T 5. _ _ @- c o N S T R U C T IN T E R L O C K I N G PA V E R DR I V E W A Y . SE E DE T A IL 2 ON SH E E T 5 & DE T A I L 16 ON SH E E T 2. G) - - - - 1NS T A L L 4" PV C SC H 4 0 OR SD R 3 5 PIP E DR A I N SY S T E M . .. _ @- - I N S T A L L 6" PV C SC H 4 0 OR SD R 3 5 PIP E DR A I N SY S T E M . @ - IN S T A L L 8" PV C SC H 4 0 OR SD R 3 5 PIP E DR A I N SY S T E M . @- - I N S T A L L 6" DE C K DR A I N ND S 91 8 B W/ RIS E R & AD A P T O R , OR EQ U A L . ( j ) - - IN S T A L L 6" AT R IUM DR A IN NO S 90 W/ RIS E R & AD A PT OR, OR EQ U A L. @ - IN S T A L L 12 " ATRIU M DR A IN , NO S 12 8 0 W/ RIS E R & AD A P T O R OR EQ UAL ® - IN S TAL L 24 " CO NG. CA TCH BA S I N (B ROO K S CB - 2 4 2 4 OR EQ U A L) . @ - I N S TAL L BIOF I LTR A T ION SY S T E M (4 2 3 S.F . MIN . AR E A ) . SE E DE T A I L ON SH E E T 5 . @- - CO N S T R U C T ST O R M WA T E R ST O R A G E VA U L T . SE E DE T A I L ON SH E E T 4. @ - CO N S T R U C T DRA I N A G E SP R E A D E R . SE E DE T A I L ON SH E E T 5 . @ - IN S T A LL 5" CH A N N EL DR A IN W/ LIG H T TR AF F IC GR A TE (N D S 86 4 G M T L OR EQ U A L . ) @ - CO N S T R U C T 12" WID E CO NC RE T E V- D I T C H . SE E DE T A I L ON SH EE T 5. ?: " " , ; .,, . , 27 0 27 0 ED ~ ; E ~ 1 ~ 1 - ~ ~ . • J Ji.~ Jf- f ~A~!I fiP E IW ~ @ - IN S T A L L 1" WA T E R ME T E R & SE R V ICE W/ SP R I N K LER PE R CIT Y ST D . DW G . NO . ~ & GS - 2 6 . @ - IN S TAL L PE R V IOU S PA V I N G ON WA L K W A Y S / P A T I O S . SE E DE T A IL 2 ON SH EET 5. f i l s· ec 6 1 ! Im~ f , ,~ 1 \' : : : ; l l r • pe a , ~ ~ ~ ~ \ _ L • • 1 r- : : - 1 '~ E t f FJ ' RIS E R : : J,. . : - ":T " r r r - - - - +t ~ I ,,. , ' N WR O U G H T IR O N HA N D RA I L : 2• x 2 • ST E E L PO S T S (1 4 GA U G E ) W/ CA S T IR O N FL A T CA P AN D SE T 12" IN T O BL O C K . CO N C R E T E CO R E AN D PO S T BA S E TO HA V E TW O (2 ) 1 "¢ x 6" LO N G AN C H O R BO L T S DR I U L E D AN D FA S T E N E D WIT H LO C K WA S H E R S . F.S . OR F.G . PE R PL A N -. IL T T TT J - t,- - -1 -,- , . II ~1 ~ . l l l r l r : ,~_l j _i f CIT Y ST A N D A R D SIT E RE T A I N I N G WA L L ; TY P E AN D HE I G H T PE R PL A N ~. 1 1 1 1 - 1 F.S . OR F.G . PE R PL A N = I :~ I -= - - : : • i •. I l :I . jll i - . 1:- : 1 1 -r ~I -J 11 ~ 1 I ~ '" ~ I 111 [c . 1 1 ._ 1 1 I I l. J i l ._ . I ' DE T A I L FE N C I N G FO R SI TE W A L L S NO T TO SC A L E N: \2 0 0 x x \ 2 0 0 3 6 \ D r a w i ngs \ C i v i l \ 2 0 0 3 6 - gp - 04.d w g 07 / 2 6 / 2 0 2 3 13 : 4 7 ~ I I I I FlL O W LIN E [I ] [K ] [[ ] - - - - - ■ - ] - - 'l e I LA N D S C A P E I HA R D S C A P E A * I 6" MIN . 4" MIN . 8 I 5% MIN . 2% MIN . C I 2% MIN . 1% MIN . * OT H E R VA L U E S MA Y AP P L Y DE P E N D I N G UP O N AR C H I T E C T U R A L DE T A I L S DE T A I L TY P I C A L SI D E YA R D SW A L E NO T TO SC A L I E TO P or SL A B T O A L l' N 'GI N E E R l l ' l < i , IN C . @( ~ @ ] @- - IN S T A L L SU B O R A J N PE R SO I L S RE POR T . SE E DE T A I L ON SH E E T 5. I~ 5• WID E CH A N N E L 1.\ 1 W/ 2" HIG H WE IR 1-A (T / W E I R = 2 7 6 , 8 3 ) @ - DO W N S P O UT (P E R RO O F ING CO N T R A C T O R ) . SE E DE T A I L ON SH E E T 5. @ - CO N S T R U C T SC R E EN WA L L (C I T Y ST D . C- 05 ; PE R M IT RE Q ' D FO R WA L LS >4 ') \ \- - - - \ \': : : - 27 6 . 6 7 - I \ \ \ IN V :: : \ 1-~ 36 3 CU . FT . ST O R A G E 24 " SQ . OIV E R T E R BO X = : : J\ I - I I \:: : : I 27 4 .35 J: f i \ 1 INV I c J lf 6" OU T (T O DR A I N A G E 1- SP R E A D E R ) ; PIP E - : : ; ; , \ ~ \ I. D . = 5 . 6 2 " AT OP E N I N G @ - CO N S T R U C T RE T A I N I N G WA L L (C I T Y ST D . PE R PL A N ; PE R MIT RE Q 'D FO R WA L LS >4' ) @- - c o N S T R U C T CO N C R E T E DR I V E W A Y IN RIG H T OF WA Y . SE E DE T A I L 1 ON SH E ET 5. ~ \' , - l \ - \ I ~ \ ~ \ I I , - \ ~ \ \ I \ - \~ ~ - - 2 INV - ; ~ -I \ \ : : = : \ \ ~ d \ \ ~ \ \~ ~ F , ~ - ~ n \ ~ ~~ l w ~ ~ ~ ~ \ - - .\ _ _J . _ CI V I L E NG I NE ER I NG LA N D SU RV E Y I N G ST O RM WA T E R Q U A L I T Y 1 3 9 A v e n i d a N a v a r r o S an C le m e nt e, CA 9 2 6 7 2 9 4 9 4 9 2 8 5 8 6 w w w to a t e n g i n e e r i ng . co m 30 " ~ HD P E PIP E (7 7 L.F . ; OR • • 27 4 . 3 3 EN G INE E R AP P R O V E D EQ U A L ) - • IN V DE T A I L DE T E N T I O N / FL O W CO N T R O L SY S T E M SC A L I E : 1 "= 2 ' ff i ff i "A S BU I L T" 6 ¼ ~ · . 'F 5 , - - - . : f / m EX P , _ _ _ 8- 7 / · Z . S DA T E RE V I E \ . / E D ~ ; { - - - · __ / ~ ( / ; - ~ V IUE : r □ R DA T E t - - - + - - - + - - - - - - - - - - - - - - - + - - - + - - - - + - - - + - - - 1 w C I J N i r N E ~ ! G ~~ ~ ~ A D I SH S T S I GR A D I N G PL A N S FO R : 8/ 2 1 / 2 3 I M.F . B . SA R E M RE S I D E N C E AC C E S S t.1 A N H O L I E AD D E D TO DE T E N T I O N SY S T E M . I { 4 0 0 5 SK Y L I N E RO . A D ) , 6/ 1 6 / 2 3 I l, t F . B . I/ 1 \ RE V I S I O N S FO R 2n d DR I V E W A Y , GA R A G E SID E YA R D , 8/ 3 / 2 3 /T T ' - - . G R 2 0 2 1 - 0 0 1 6 SE C T I O N S C D 2 0 2 1 - 0 0 1 1 ' PIC K L E B A L L CO U R T , ST O R M W A T E R ST O R A G E SY S T E M , AP P R O V E D : JA S O N S. GE L D E R T Po o t . PO O L oE c K . CO V E R E D GA Z E B O AR E A . T¼ e - a P" s 19 1 2 . i l . 2 . . 3 . , AN D AD D RE T WA L L S . EN G INE E R I N G M A N A G E R RC E 63 9 1 2 EX P I R E S 9/ 3 0 / 2 4 DA T E I ( ~ ? C °" CA L E B RIOS DA T E : I RE P L A C E S SH m SIG N E D 9/ 2 8 / 2 1 . OW N BY · u •. B . • DA T E IN I T I A L DA T E IN I T I A L DA T E IN I T I A L • , PR O J E C T NO . DR A W I N G NO . EN G I N E E R Of \I/ O R K RE V I S I O N DE S C R IPT I O N OT H E R AP P R O V A L CIT Y AP P R O V A L ~~~ g :~ : CD P 20 2 0 - 00 1 7 53 1 - lA GR A D I N G SU B M I T T A L NO . 1 <5 % G R A D E 8/ 3 / 2 3 Do c u S i g n E n v e l o p e I D : D F 4 4 2 E 3 0 - 6 2 D 9 - 4 9 6 A - 9 8 B D - C 3 E 2 8 6 D 8 D E 1 A 9. 5 . 2 0 2 3 March 12, 2024 Item #8 Page 55 of 135 MA I N DIA . RIS E R DIA . NO T E : DO NO T US E 90 ' EL L S OR TE E S 3" 3" IN DR A I N L I N E SY S T E M 4" MIN . > 3" (U . N . O . ) GR A T E TY P E PE R P L A N ~ \ TO P OF GR A T E ):- - --. . 1 . EL E V . PE R PL A N : : - - - / \ / \ - - = : v" . ' < ~ ~ ~ - / ~ ~ ~ (>, , , , - . . . . - , Q « " ' - » " 0 /, / , '. < ' ( . ,. _ . . . . . , . ~ ;, ( , /• PV C WY E (S I Z E PE R PL A N ) ( 45 ' EL L @ AD A P T O R ( S ) AS RE Q U I R E D EN D OF LIN E ) - - ~ "- P V C RIS E R PV C DR A I N LIN E (S I Z E PE R PL A N ) , PV C 45 " EL L / * :« « ' : ( ( < ~ '< ( : < .\. ' ' ,'- . . '- . . ✓, ' \ / ' " / ' ' / " ·'> - '- . . >' - DE T A I L TY P I C A L DR A I N IN L E T NO T TO SC A L E OR C O 24 " x 2 4 " PE R V I O U S IN T E R L O C K I N G PA V E R S IN S T A L L E D PE R MA N U F A C T U R E R ' S RE C O M M E N D A T I O N S . •'.... . . : . . . : ' . c "~ ·'..: . . : _ •·.-- - - - - " -, ,, '1 / " - " y , 2" SA N D 4" RO A D BA S E SU B G R A D E RE Q U I R E M E N T S PE R PE T R A GE O T S C I E N C E S , IN C . SO I L S RE P O R T DA T E D MA Y 11 , 20 2 0 (P R O J E C T : 2D - 1 5 5 ) G) D E T A I L ~ & 2 IN T E R L O C K I N G PA V E R SE C T I O N NO T TO SC A L E 3" DIA PO P - U P E M I T T E R ~ 1 FG ND S 42 0 OR EQ U A L . _ / FA S T E N TO PIP E WIT H - - ~ j ____ . PV C GL U E . : = £ - - - - - - --- - ! - : · ' - - - CX ) -- - - - : : . - ~ ~ c - I - D O W N S P O U T - - - - ~ DO W N S P O U T OF F S E T WH E R E RE Q U I R E D ~ DO W N S P O U T AD A P T O R - - - PV C RIS E R - ~ FIN I S H GR A D E "- . . . ~ \, _ Y :-. - . . Y . . ' v> . . . '- / ) ; ; y ) : ; . y / , PV C 45 ' ST R E E T EL L PV C 45 ' EL I L ~ DR A I N LIN E / ~) , y ) ; ; < 5 - ~ / / , 1 / / { / / { PE R PL A N __ ; ~ NO T E : DO NO T US E 90 " EL L S OR TE E S IN DR A I N L I N E SY S T E M ~ O U T CO N N E C T I O N NO T TO SC A L E EX T R A HE I G H T OF FO O T I N G AS DIM E N S I O N E D ON PL A N 12 " MIN • • { FIN I S H SU R F A C E (P E R PL A N ) ' ( '- - ', _ / ~ y , , / ·:e /> : ' - / 0 : ; : , , , » • / '- v : - - ~ ~ ~~ ~ 2 #4 BA R S (M I N . ) NE A R TO P AN D BO T T O M OF FO O T I N G PE R SO I L S RE P O R T · - • . ~ l1 8 " M 1 N DE T A I L DE E P E N E D CO N C R E T E ED G E NO T TO SC A L E I 1-,, , _ _ - - - - - - 18 " MIN . EM B E D M E N T tJ - . · - - 1 ~ 1 2 " WID E BY 6" TH I C K IN T O CO M P E T E N T -- - - - - - - L _ .J CO N G . AN C H O R F'c = 3 0 0 0 ps i MA T E R I A L AS - I 12 " I, 4 pla c e s '" ' " ~ DE T E R M I N E D BY SO I L / 1 EN G I N E E R SE C T I O N Y- Y , 6 " MIN CO V E R ;- F G I lQ U I I 12 " W x 12 " DE E P / 6" ¢ PE R F . _ 1 LJ LE V E L GR A V E L SE C T I O N PV C PIP E WR A P P E D IN SE C T I O N X- X FIL T E R FA B R I C LE N G T H PE R PL A N AL L GR A T E S TO BE /~ SE T AT SA M E / EL E V A T I O : . -- - - - - ~ - ~ -- - - - - LJ 6" CA P 12 " WID E BY 6" TH I C K CO N G . AN C H O R FIN I S H E D GR A D E - -.. . .. . , ~ . . . '- " '' A ~ ~ ' « v«<: ; : < . _ < 2 < { 1 / / 0 • "- /' 0 , / / ' 0 SIT E RE T A I N I N G WA L I L PE R SA N ) / ) DIE G O CO U N T Y ST A N D A R D . ~ DR A W I N G C- 0 5 (T Y P . ) , ~ / ,, 1/ ,' ; , , > / / , ~ ~~ ~ '- ' . / H SL O P E D OR LE V E L GR O U N D SU R F A C E ~ - - - + - - - C OM P A C T E D ON - S I T I E SO I L • 1 ;- . . , . _ _ _ 11 7 ' - - - R E C O M M E N D E D BA C K C U T * WA T E R P R O O F I N G CO M P O U N D IN S T A L L SU B D R A I N SY S T E M MIN I M U M 12 IN C H WID E CO L U M N OF 3/ 4 " - 1 1/ 2 " OP E N GR A D E D GR A V E L WR A P P E D IN FIL T E R FA B R I C . h* ) SlOd : : t. ,:0 ,1~ I I -F I L T E R FA B R I C (S H O U L D CO N S I S T ~ OF MIR A F I 14 0 N OR EQ U I V A L E N T ) 4 IN C H PE R F O R A T E D PIP E . PE R F O R A T E D PIP E SH O U L D CO N S I S T OF 4" DIA M I T T R AB S SD R - 3 5 OR PV C SC H E D U L E 40 OR AP P R O V E D EQ U I V A L E N T WIT H TH E PE R F O R A T I O N S LA I D DO W N . PIP E SH O U L D BE LA I D ON AT LE A S T 2 IN C H E S OF OP E N - G R A D E D GR A V E L . * VE R T I C A L HE I G H T (h ) AN D SL O P E AN G L E OF BA C K C U T PE R SO I L S RE P O R T . BA S E D ON GE O L O G I C CO N D I T I O N S , CO N F I G U R A T I O N OF BA C K C U T MA Y RE Q U I R E RE V I S I O N S . (i . e . RE D U C E D VE R T I C A L HE I G H T , RE V I S E D SL O P E AN G L E , ET C . ) @ D E T A I L RE T A I N I N G WA L L SU B D R A I N DE T A I L PE R PE T R A GE O T S C I E N C E S , IN C . SO I L S RE P O R T DA T E D MA Y 11 , 20 2 0 (P R O J E C T : 20 - 1 5 5 ) NO T TO SC A L E ST R U C T U R A L (P O S T - C O N S T R U C T I O N ) BM P TA B L E TY P E ~ OW N E R S H I P 4, 3 1 0 S.F . \ SC O T T AN D PE R M E A B L E PA V E M E N T ~ e 5. F ' : ) KY R A SA R E M BIO F l L T R A T I O N W/ - SC O T T AN D - PA R T I A L RE T E N T I O N 42 3 S.F . KY R A SA R E M ST O R I A WA T E R 36 3 C.F . SC O T T AN D DE T E N T I O N VA U L T KY R A SA R E I A AR E A = 42 3 SQ . FT . ; LA Y O U T PE R PL A N 14 " MIN . 8~ PO N D I N G , I : (1 , t ( 1 ; 01 5 , ; , - ' I le , I( 6" ¢ OV E R F L O W DR A I N VE G E T A T I O N 7 ~~ , !' I I Q,1 : : f f < f ; , f t> t . IN 1 t / ,..__ • I , v 1 , ' \ I ' l = \, ' \ II ' '( i I - I ', '·1' . i _ ' ' .' \ '. ~ - - V I I ·, I I i • I I 4' x 4 ' x 3 " P.C . C . I SP L A S H BL O C K _ j I II :1 12 " \ >'. : >v : : >v : : >v : : "- Y : > v ' . : >v : : A. ' A.' - • >v : : A. ) ' ; >v : : z 1 / / , « 0 , / , // , / / , «~ « < : , « , « , « .- F I N I S H E D GR A D E \ \ ~ ;: } 1 } ; , ~ y : V ( / / W 4'f' . ' . t N L E T PIP E > ) / FR O M DIV E R T E R BO X ' '- l ,1 : , 18 " MIN . SO I L IA E D I A TH I C K N E S S (6 0 % TO '- ; ) ; ' 80 % SA N D , UP TO 20 % TO P S O I L , AN D UP ~ TO 20 % CO M P O S T ; AU L % BY VO L U M E ) . )- ' . ; ' IN I T I A L FIL T R A T I O N RA T E = 8- 1 2 IN . / H R . ~ ( 12 " MA X . ) PE R AP P E N D I X E.1 3 , SE C T I O N ): ; ' . - : : ' : BF - 2 OF BM P DE S I G N MA N U A L . y> - ; J" CH O K E R / 1" - j" PE A GR A V E L >) : « :y y '-', ::: ; . I 27 " MIN . ~- WA S H E D GR A V E L ;, ; «, . _ ½ * ~ "' NO T E S : 1. OT H E R MIN I M U M VA L U E S MA Y AP P L Y BA S E D ON AR C H I T E C T U R A L DE T A I L S AN D / O R GE O T E C H N I C A L RE C O M M E N D A T I O N S . 3" MIN . (4 " : : · M~ : E : : : ~ : E ~ O ' I N SID E YA R D ) ~ \ \ \ I , TR E A T E D SIL L PL A T E I I FIN I S H FL O O R I (E L E V . PE R PL A N ) TO P OF SL A B OF FO U N D A T I O N \ 1 r (E L E V . PE R PL A N ) (2 0 1 9 CB C 18 0 4 . 4 ) , \ r- 1 > < ~ t: : : : : : : : : : = = ! . : : : : : : : = = = = = = ,~ v ~ , / ~ /~ » ; v '- : DE T A I L ., / / ✓ ,✓/- ' , // ' - ,' - · '- - . ' - ( / >- TY P I C A L BU I L D I N G DR A I N A G E AT HA R D S C A P E NO T TO SC A L E NO T E S : 1. OT H E R MIN I M U M VA L U E S MA Y AP P L Y BA S E D ON AR C H I T E C T U R A L DE T A I L S AN D / O R GE O T E C H N I C A L RE C O M M E N D A T I O N S . 8" MIN. (2 0 1 6 CB C 23 0 4 . 1 2 . 1 . 2 ) - - ~ 10 ' @ 5% MIN (2 0 1 9 CB C 18 0 4 . 4 ) 20 % M A X . - - - ~ , J- . -- - - - - - A ~ "' '/ " ' 'y , , ~ y ~ - - - \ / , . / / / < SW A L E S WIT H I N 1 O' OF \ _ FIN I S H FO U N D A T I O N SH A L L BE \ GR A D E SL O P E D MIN . 2% (2 0 1 6 \ CB C 1 8 0 4 . 4 ) - - - - - ' DE T A I L I _:- - . : : , / TR E A T E D SIL L PL A T E / 1- FIN I S H FL O O R / (E L E V . PE R PL A N ) TO P OF SL A B ;1 (E L I E V . PE R PL A N ) I ~,- ( ' ( / / , 1 / ) / ~ "- · ' « / TY P I C A L BU I L D I N G DR A I N A G E AT LA N D S C A P I N G NO T TO SC A L E NO T E S : 1. VA L U E S PR O V I D E D RE F L E C T SO I L S RE P O R T RE C O M M E N D A T I O N S . 2. PC C IA I X SH A L L BE TY P E II CE M E N T W/ 0. 4 0 WA T E R / C E M E N T RA T I O PE R SO I L S RE P O R T ; MIX SH A L L BE EV A L U A T E D AN D CO N F I R M E D , OR MO D I F I E D , BY ST R U C T U R A L EN G I N E E R AN D / O R CO N T R A C T O R RE S P O N S I B L E FO R CO N C R E T E PL A C E M E N T . SU R F A C E TE X T U R E , TIL E , PA V E R S , ET C . PE R LA N D S C A P E PL A N S OR AR C H I T E C T U R A L DE T A I L S [f i l (( q_ _ _ _ _ _ ' w 1 0 ~ ·~r/«~v v v < : , ] p '. / ,' - ; ., '- ; ; / ~y " ) ; ; ) . / < < . / w • 0 { ' « ✓ / C ~ \ ' - / ~ ,'< c . • SU B G R A D E RE Q U I R E M E N T S PE R PE T R A GE O T S C I E N C E S , IN C . SO I L S RE P O R T DA T E D [I ] MA Y 11 , 20 2 0 (P R O J E C T : 20 - 1 5 5 ) DR I V E W A Y S I HA R D S C A P E A I MIN . SL A B TH I C K N E S S 5• 4" B I MIN . RE I N F O R C E M E N T (O . C . / E.W . ) #3 @ 2 4 " #3 @ 2 4 " C I MA X . SA W C U T OR CO L D JT . SP A C I N G 10 ' 6' D* I TH I C K E N E D ED G E DE P T H 8" 8" E* I TH I C K E N E D ED G E WID T H a· 6" TO 8" NO T E : PR O V I D E CO N T R A C T I O N JO I N T S AT 30 ' MA X . ,- F I N I S H / GR A D E \ , / / ; < / ~ 'c ~ ~ ~ ~ ' - " ' - > ~ '> ; ' y / ) v ~ , ' • / ~ ' 0 l 'f >$ : t . & . ~ . 6" BE H I N D WA L L S 12 " • 1:z f, C ~ I· T.W . EL E V . PE R PL A N ET A I N I N G 'A L L 4" SID E YA R D SW A L E HE R E OC C U R S ) / Y / ~ · ,; , ' - ! 3• TH I C K 52 0 - '- < V f; . < Y / • ! V- D I T C H RE I N F c; 125 0~ CO N C . / / )/ , A . ' : : l f W1 . 4 X W1 . 4 W 6 X 6" / <_ ' - ( / / .W . M . - - _ _ 1 ~ ~ T E V - D I T C H NO T TO SC A L E & fi l l ! E : CO N T R A C T O R SH A L L FO L I L O W MA N U F A C T U R E R ' S IN S T A L I L A T I O N IN S T R U C T I O N S . 1 /8 " RE C E S S FO R PA T I O S / W A L K W A Y S 1 / 4" RE C E S S FO R DR I V E W A Y S 4• GR A T E SIZ E AN D TY P E PE R PL A N (T Y P . ) • • • • • 11 • • .. . . . • •• :., . " .. CO N C . PA V ' T . • • 4" MIN . CO N C R E T E ~E X P . JT . 1 (T Y P . ) I . • • •• • CH A N N E L • • • ' SIZ E & TY P E • • • •• PE R PL A N 4 4 4 -" • l~'- " ' J ; , , . ' - ~ • 1" SA N D BA S E AN C H O R ST A K E (N D S 23 0 ) ~ ~ D R A I N IN L E T NO T TO SC A L E CO N S T R U C T I O N NO T E S 0 - CO N S T R U C T CO N C R E T E DR I V E W A Y /H A R D S C A P E . SE E DE T A I L ON SHE ET 5 . .& . ® - CO N S T R U C T IN T E R L O C K I N G PA V E R DRIV E W A Y . SE E DE T A I L ON SH E E T 5. & DE f A I L 16 ON SH E E f 2. • @ - INS T A L L 4" PV C SC H 4 0 OR SD R 3 5 PIP E DR A IN SY S TEM . @- - IN S TAL L 6" PV C SC H 4 0 OR SD R 3 5 PIP E DR A IN SY S TEM . ® - IN S TA L L 8" PV C SC H 4 0 OR SD R 3 5 PIP E DR A I N SY S T E M . @- I N S T A L L 6" DE C K DR A I N NO S 918B W/ RIS E R & AD A P T O R , OR EQ U A L . (j ) - - IN S T A L L 6" AT R I U M DR A I N ND S 90 W/ RIS E R & AD A P T O R , OR EQ U A L . @ - IN S TA LL 12 " ATRIU M DR A I N , NO S 12 8 0 W/ RIS E R & AD A P T O R OR EQ U A L . @ - IN S T A L L 24 " CO N C . CA T C H BA S I N (B R O O K S CB - 2 4 2 4 OR EQ U A L ) . @) - - IN S T A L L BIO F I L T R A T I O N SY S T E M (4 2 3 S.F . MIN . AR E A ) . SE E DE T A I L ON SH E E T 5. ® - CO N S T R U C T ST O R M WA T E R ST O R A G E VA U L T . SE E DE T A I L ON SH E E T 4. @- - CO N S T R U C T DR A I N A G E SP R E A D E R . SE E DE T A I L ON SH E E T 5. @ - IN S T A L L 5" CH A N N E L DR A I N W/ LIG H T TR A F F I C GRA T E (N D S 86 4 G M T L OR EQ U A L . ) G3 ) - - c o N S T R U C T 12 " WID E CO N C R E T E V- D I T C H . SE E DE T A IL ON SH E E T 5. @, -5 @- - IN S T A LL 1" WA T E R ME T E R & SE R V ICE W/ SP R I N K L E R PE R CIT Y ST D . DW G . NO . - & GS - 2 6 . @- - IN S T A LL PE R V I O U S PA V I N G ON WA L K W A Y S / P A T I O S . SE E DE T A I L 2 ON SH E E T 5. :& . @ - IN S T A LL SU B D R A I N PE R SO I L S RE P O R T . SE E DE T A I L ON SH E E T 5. @- - DO W N S P O U T (P E R RO O F I N G CO N T R A C T O R ) . SE E DE T A IL ON SH E E T 5. @ - CO N S T R U C T SC R E E N WA L L (C I T Y ST D . C- 0 5 ; PE R M I T RE Q ' D FO R WA LL S >4 ' ) @- - CO N S T R U C T RE T A I N I N G WA L L (C I T Y ST D . PE R PL A N ; PE R M IT RE Q ' D FO R WA L L S >4 ' ) @ - CO N S T R U C T CO N C R E T E DR I V E W A Y IN RIG H T OF WA Y . SE E DE T A I L 1 ON SH E E T 5. 11 AS BU I L T 11 ~\ 6" ¢ PE R F O R A T E D PV C PIP E 1 (P E R F O R A T I O N S DO W N ) '- Y.. " ' ' - . '- > '- \ • '- '- '' - - '- > - . ' - . '- . . ; ; ~ _ _ __ . _ __ . _ . . ; . . ; . . _ _ ~ 6" DIA . PE R F . PI P E \ ~ - - - - - - - - ~ * RE C O M M E N D E D WH E R E AD J A C E N T TO LA N D S C A P E AR E A S . ~ ~ . . . 6~ 1 - Z . S + X L~ro - - ~- 2· -+ Y- 7 \ X TY P . ' I \ j -- ~ -- - -- - -- - = - ,:, - - - -- - -- -- - ~ - ~ 0 0 0 0 0 0 b~ i __ \.;;. _,.. _ _,, -;s 6 - - ,, - -- - y ~ -~ - -- ~ ;~ . ~ -: · - 1 - : " D~ ; ~ 6" x 6 " TE E w/ C.O . RIS E R 6" PV C GR A V E L SE C T I O N WR A P P E D IN FIL T E R FA B R I C PL A N ~ ~ E OU T L E T / S P R E A D E R PE R SO I L S RE P O R T . NO T TO SC A L E N: \ 2 0 0 x x \ 2 0 0 3 6 \ D r a w i n g s \ C i v i l \ 2 0 0 3 6 - g p - 0 5 . d w g 08 / 3 1 / 2 0 2 1 10 : 0 7 (2 7 2 . 6 7 IN V ) & G D E T A I L ( ~~ B - I O = F = I L ~ T = R - A T = l ~ O - N - W ~ / ~ P - A R = T = I A _ L _ R ~ E = T = E - N T = l ~ O - N ~ NO T TO SC A l £ T O A L C IV I L E N G I N E ER IN G L . s f J D S U R V E Y I N G S TO R MW A T E R QU A L I TY EN G I N E E R I N G , IN C . @@ @ 1 3 9 Av s n i d a l\ o v a r r o S a - C l e m e n t s CA 92 6 7 2 0 4 0 4 9 2 8 5 5 6 w w w to a l e1 ,~ i n e e r in g :: : o m DA T E : ~ ~ D R I V E W A Y / HA R D S C A P E SE C T I O N NO T TO SC A L E RC E ,s ' 7 S t ! i J 7 EX P , _ _ _ _ DA T E R E ~ ~ I NS P E C T O R DA T E fs t @ ' i l CI T Y OF CA R L S B A D I SH E E T S I 1 - - - - + - - - - + - - - - - - - - - - - - - - 1 - - - + - - - + - - - - + - - - - - 1 L 2 _ j EN G I N E E R I N G DE P A R T M E N T 8 q er __,. ~ f : 1 . 8 R t ~ : s ' ~ ~ No . 57 5 8 7 t v" , - '- . c'" ' / 7 · . 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IN CA S E EM E R G E N C Y WO R K IS RE Q U I R E D , CO N T A C T . · JE F F PIV A AT (T E L . N O . } (7 6 0 ) 50 0 - 1 2 7 6 2. DE V I C E S SH O W N ON CIT Y AP P R O V E D PL A N S SH A L L NO T 8£ MO V E D OR MO D I F I E D WIT H O U T TH E AP P R O V A L OF TH E EN G I N E E R I N G IN S P E C T O R . 3. TH E CO N T R A C T O R SH A L L RE S T O R E AL L ER O S I O N CO N T R O L DE V I C E S TO WO R K I N G OR D E R TO TH E SA T I S F A C T I O N OF TH E CIT Y EN G I N E E R AF T E R EA C H RU N - O F F PR O D U C I N G RA I N F A L L . 4. TH E CO N T R A C T O R SH A L L IN S T A L L AD D I T I O N A L ER O S I O N CO N T R O L ME A S U R E S AS MA Y 8£ RE Q U I R E D BY TH E CIT Y EN G I N E E R DU E TO UN C O M P L E T E D GR A D I N G OP E R A T I O N S OR UN F O R S E E N CIR C U M S T A N C E S WH I C H MA Y AR I S £ 5. TH E CO N T R A C T O R SH A L L 8£ RE S P O N S I B L E AN D SH A L L TA K E NE C E S S A R Y PR E C A U T I O N S TO PR E V E N T PU B L I C TR E S P A S S ON T O AR E A S WH E R E IM P O U N D E D WA T E R S CR E A TE A HA Z A R D O U S CO N D I T I O N . 6. GR A D I N G AR E A S AR O U N D TH E PR O J E C T PE R I M E T E R MU S T DR A I N AW A Y FR O M TH E FA C E OF SL O P E AT TH E CO N C L U S I O N OF EA C H WO R K I N G DA Y . 7. AL L RE M O V A B L E PR O T E C T I V E DE V I C E S SH A L L 8£ IN PL A C E AT TH E EN D OF EA C H WO R K I N G DA Y WH E N FI V E (5 ) DA Y RA I N PR O B A B I L I T Y FO R E C A S T EX C E E D S FO R T Y PE R C E N T (4 0 % } . SIL T AN D OT H E R DE B R I S SH A L L 8£ RE M O V E D AF T E R EA C H RA I N F A L L . 8. AL L GR A V E L BA G S SH A L L CO N T A I N 3/ 4 IN C H MIN I M U M AG G R E G A T E . 9. AL L EX P O S E D DIS T U R B E D AR E A S MU S T HA VE ER O S I O N PR O T E C T I O N BM P s PR O P E R L Y IN S T A L L E D . TH I S IN C L U D E S AL L BU I L D I N G PA D S , UN F I N I S H E D RO A D S , AN D SL O P E S . 10 . AD E Q U A T E PE R I M E T E R PR O T E C T I O N BM P s MU S T BE IN S T A L L E D AN D MA I N T A I N E D AN D WIL L BE UP G R A D E D , IF NE C E S S A R Y , TO PR O V I D E SU f f l C I E N T PR O T E C T I O N FR O M RU N O F F DU R I N G RA I N EV E N T S . II . AD E Q U A T E SE D I M E N T CO N T R O L BM P s MU S T BE IN S T A L L E D AN D MA I N T A I N E D . 12 . AD E Q U A T E BM P s TO CO N T R O L OF F S / T E SE D I M E N T TR A C K I N G MU S T 8£ IN S T A L L E D AN D MA I N T A I N E D . 13 . A MIN I M U M OF 12 5 % OF TH E MA T E R I A L NE E D E D TO O IN S T A L L ST A N D B Y BM P s TO PR O T E C T TH E EX P O S E D AR E A S FR O M ER O S I O N AN D PR E V E N T SE D I M E N T DIS C H A R G E S , MU S T BE ST O R E D ON S I T E . AR E A S AL R E A D Y PR O T E C T E D FR O M ER O S I O N US I N G PH Y S I C A L ST A B / L I Z A TIO N OR ES T A B L I S H E D VE G E T A T I O N ST A B / L I Z A TIO N BM P s AR E NO T CO N S I D E R E D TO BE "E X P O S E D " FO R PU R P O S E S OF TH I S RE Q U I R E M E N T . 14 . TH E OW N E R / D E V E L O P E R / C O N T R A C T O R MU S T FO L L O W "M ' A TH E R TR I G G E R E D " AC T I O N PL A N AN D 8£ AB L E TO DE P L O Y ST A N D B Y BM P s TO PR O T E C T TH E EX P O S E D PO R T I O N S OF TH E SIT E WIT H I N 48 HO U R S OF A PR E D I C T E D ST O R M EV E N T (A PR E D I C T E D ST O R M EV E N T IS DE F I N E D AS A 40 % CH A N C E OF RA I N WIT H I N A 5- D A Y NA T I O N A L WE A T H E R SE R V I C E FO R E C A S T ) . ON RE Q U E S T , TH E OW N E R / D E V E L O P E R / C O N T R A C T O R MU S T PR O V I D E PR O O F OF TH I S CA P A B I L I T Y . 15 . DE P L O Y M E N T OF PH Y S I C A L OR VE G E T A T I O N ER O S I O N CO N T R O L BM P s MU S T CO M M E N C E AS SO O N AS SL O P E S AR E CO M P L E T E D . TH E OW N E R / D E V E L O P E R / C O N T R A C T O R MA Y NO T RE L Y ON TH E AB I L I T Y TO DE P L O Y ST A N D B Y BM P MA T E R I A L S TO PR E V E N T ER O S I O N OF SL O P E S TH A T HA VE BE E N CO M P L E T E D . 16 . TH E AR E A TH A T CA N BE CL E A R E D , GR A D E D , AN D LE F T EX P O S E D AT ON E TIM E IS LIM I T E D TO TH E AM O U N T OF AC R E A G E TH A T TH E CO N T R A C T O R CA N AD E Q U A T E L Y PR O T E C T PR I O R TO A PR E D I C T E D RA I N EV E N T . FO R LA R G E R SIT E S , GR A D I N G SH O U L D BE PH A S E D . IT MA Y BE NE C E S S A R Y TO DE P L O Y ER O S I O N AN D SE D I M E N T CO N T R O L BM P s IN AR E A S TH A T AR E NO T CO M P L E T E D , BU T AR E NO T AC T I V E L Y BE I N G WO R K E D BE F O R E AD D I T I O N A L GR A D I N G IS AL L O W E D TO PR O C E E D , AT TH E DIS C R E T I O N OF TH E CIT Y IN S P E C T O R . 17 . AL L DIS T U R B E D AR E A S TH A T AR E NO T CO M P L E T E D AN D / O R NO T BE I N G AC T I V E L Y GR A D E D MU S T BE FU L L Y PR O T E C T E D FR O M ER O S I O N IF LE F T FO R 14 OR MO R E DA Y S . TH E AB I L I T Y TO IN S T A L L BM P MA T E R I A L S IN A PR O M P T MA N N E R IS 1K l l SU F F I C I E N T . BM P s NE E D TO BE IN S T A L L E D IN TH E S E AR E A S . 18 . BM P s MU S T BE ST O C K P I L E D AT VA R I O U S LO C A T I O N TH R O U G H O U T TH E PR O J E C T SIT E TH R O U G H O U T TH E YE A R . WH E N E V E R TH E R E IS A 40 % CH A N C E OR GR E A T E R OF A RA I N WIT H I N A TH R E E (3 ) DA Y FO R E C A S T , TH E IN S P E C T O R WIL L VE R I F Y TH A T BM P s AR E AD E Q U A T E L Y ST O C K P I L E D . BM P s MU S T BE ST O C K P I L E D AN D RE A D Y FO R DE P L O Y M E N T WH E N TH E R E IS 50 % CH A N C E OF RA I N WIT H I N A 48 HO U R FO R E C A S T . FA I L U R E TO CO M P L Y WIT H TH I S RE Q U I R E M E N T CO U L D RE S U L T IN TH E IS S U A N C E OF A ST O P WO R K NO T I C E OR OT H E R EN F O R C E M E N T AC T I O N . 19 . AL L TR E A T M E N T AN D ER O S I O N CO N T R O L BM P s MU S T BE IN S P E C T E D M'E K L Y AN D PR I O R TO A FO R E C A S T E D RA I N EV E N T OF GR E A T E R TH A N 50 % ; AN D AF T E R A RA I N EV E N T . IN AD D I T I O N , TR E A T M E N T CO N T R O L BM P s MU S T BE SE R V I C E D AS NE E D E D TH R O U G H O U T TH E YE A R . 20 . IF SE L E C T E D BM P FA I L S DU R I N G A RA I N EV E N T , IT MU S T BE RE P A I R E D OR IM P R O V E D OR RE P L A C E D WIT H AN AC C E P T A B L E AL TE R N A TE AS SO O N AS IT IS SA F E TO DO SO . TH E FA I L U R E OF A BM P IN D I C A T E S IT WA S NO T AD E Q U A T E FO R TH E CIR C U M S T A N C E S IN WH I C H IT WA S US E D . RE P A I R S AN D RE P L A C E M E N T MU S T TH E R E F O R E PU T A MO R E RO B U S T BM P ME A S U R E IN PL A C E . 21 . AL L CO N S T R U C T I O N EM P L O Y E E S MU S T BE TR A I N E D ON TH E IM P O R T A N C E OF ST O R M WA T E R PO L L U T I O N PR E V E N T I O N AN D BM P MA I N T E N A N C E TH E DE V E L O P E R SH A L L DE P L O Y ST A N D B Y BE S T MA N A G E M E N T PR A C T I C E ME A S U R E S TO CO M P L E T E L Y PR O T E C T TH E EX P O S E D PO R T I O N S OF TH E SI T E WIT H I N 48 HO U R S OF A PR E D I C T E D ST O R M EV E N T ( A PR E D I C T E D ST O R M EV E N T IS DE F I N E D AS A FO R E C A S T E D , 40 % CH A N C E OF RA I N BY TH E NA T I O N A L M'A TH E R SE R V I C E ) , IN AD D I T I O N TO BM P s IM P L E M E N T E D YE A R - R O U N D IN C L U D I N G PE R I M E T E R CO N T R O L , WIN D ER O S I O N CO N T R O L , TR A C K I N G , NO N - S T O R M WA T E R CO N T R O L , WA S T E MA N A G E M E N T , AN D MA T E R I A L S PO L L U T I O N CO N T R O L . TH E NA T I O N A L WE A T H E R SE R V I C E FO R E C A S T SH A L L BE MO N I T O R E D AN D US E D BY TH E DE V E L O P E R ON A DA I L Y BA S I S . IF PR E C I P I T A T I O N IS PR E D I C T E D ( 40 % CH A N C E OF RA I N ) , TH E N TH E NE C E S S A R Y WA T E R PO L L U T I O N CO N T R O L PR A C T I C E S SH A L L BE DE P L O Y E D WIT H I N 48 HO U R S AN D PR I O R TO TH E ON S E T OF TH E PR E C I P I T A T I O N . TH E DE P L O Y M E N T OF TH E BM P S SH A L L IN C L U D E BU T NO T BE LIM I T E D TO GR A V E L BA G S AN D SI L T FE N C E S . A MIN I M U M OF 12 5 % OF TH E MA T E R I A L NE E D E D TO IN S T A L L ST A N D B Y BE S T MA N A G E M E N T PR A C T I C E S ME A S U R E S TO PR O T E C T TH E EX P O S E D AR E A S FO R M ER O S I O N AN D PR E V E N T SE D I M E N T DIS C H A R G E S MU S T BE ST O R E D ON - S I T E . AR E A S TH A T HA V E AL R E A D Y BE E N PR O T E C T E D FR O M ER O S I O N US I N G PH Y S I C A L ST A B / L I Z A TIO N OR ES T A B L I S H E D VE G E T A T I O N ST A B / L I Z A TIO N BM P S AS DE T E R M I N E D BY TH E CI T Y OF CA R L S B A D AR E NO T CO N S I D E R E D TO 8£ "E X P O S E D " FO R TH E PU R P O S E S OF "W E A T H E R TR I G G E R E D AC T I O N PL A N ~ AN AD E Q U A T E SO U R C E OF EQ U I P M E N T AN D WO R K E R S SH A L L BE AV A I L A B L E FO R DE P L O Y M E N T OF "W E A T H E R TR I G G E R E D BM P S ~ N: \ 2 0 0 x x \ 2 0 0 3 6 \ D r a w i n g s \ C i v i l \ 2 0 0 3 6 - g p - 0 6 . d w g 08 / 3 1 / 2 0 2 1 10 : 0 7 ER O S I O N CO N T R O L HY D R O S E E D I N G , PL A N T I N G AN D /R R / G A TIO N 1. AL L PE R M A N E N T AN D TE M P O R A R Y ER O S I O N CO N T R O L PL A N T I N G AN D /R R / G A TIO N SH A L L BE IN S T A L L E D AN D MA I N T A I N E D AS RE Q U I R E D IN SE C T I O N 21 2 OF TH E ST A N D A R D SP E C I F / C A T I O N S AN D TH E FO L L O W I N G : A HY D R O S E E D I N G SH A L L BE AP P L I E D TO : 1 AL L SL O P E S TH A T AR E GR A D E D 6: 1 (H O R I Z O N T A L TO VE R T I C A L } OR ST E E P E R WH E N TH E Y AR E : a. TH R E E FE E T OR MO R E IN HE I G H T AN D AD J A C E N T TO PU B L I C WA L L OR ST R E E T . b. AL L SL OP E S 4 FE E T OR MO R E IN HE I G H T . 2 AR E A S GR A D E D FL A T T E R TH A N 6: 1 WH E N AN Y OF TH E FO L L O W I N G CO N D I T I O N S EX I S T : a. NO T SC H E D U L E D FO R IM P R O V E M E N T S (C O N S T R U C T I O N OR GE N E R A L LA N D S C A P I N G ) WIT H I N 60 DA Y S OF RO U G H GR A D I N G . b. ID E N T I F I E D BY TH E PA R K S AN D RE C R E A T I O N DIR E C T O R AS HIG H L Y VIS I B L E TO TH E PU B L I C . c. HA VE AN Y SP E C I A L CO N D I T I O N ID E N T I F I E D BY TH E CIT Y EN G I N E E R TH A T WA R R A N T S IM M E D I A T E TR E A T M E N T . B HY D R O S E E D I N G AR E A S SH A L L BE /R R / G A TE D IN AC C O R D A N C E WIT H TH E FO L L O W I N G CR I T E R I A : I AL L SL O P E S TH A T AR E GR A D E D 6: 1 OR ST E E P E R AN D TH A T AR £ · a. TH R E E TO EIG H T FE E T IN HE I G H T SH A L L BE /R R / G A TE D BY HA N D WA T E R I N G FR O M QU I C K CO U P L E R S / H O S E BIB S OR A CO N V E N T I O N A L SY S T E M OF LO W PR E C I P I T A T I O N SP R I N K L E R HE A D S PR O V I D I N G 10 0 % CO V E R A G E b. GR E A T E R TH A N 8 FE E T IN HE I G H T SH A L L BE WA T E R E D BY A CO N V E N T I O N A L SY S T E M OF LO W PR E C I P I T A T I O N SP R I N K L E R HE A D S PR O V I D I N G 10 0 % CO V E R A G E . 2 AR E A S SL O P E D LE S S TH A N 6: 7 SH A L L BE IR R I G A T E D AS AP P R O V E D BY TH E CIT Y EN G I N E E R , PR I O R TO HY D R O S E E D I N G . TH E DE V E L O P E R SH A L L SU B M I T A PR O P O S E D SC H E M E TO PR O V I D E /R R / G A TIO N TO TH E CIT Y EN G I N E E R . TH E PR O P O S A L SH A L L BE SP E C I F I C RE G A R D I N G TH E NU M B E R S , TY P E , AN D CO S T S OF TH E EL E M E N T S OF TH E PR O P O S E D SY S T E M . 3 /R R / G A TIO N SH A L L MA I N T A I N TH E MO I S T U R E LE V E L OF TH E SO I L AT TH E OP T I M U M LE V E L FO R TH E GR A D I N G OF TH E HY D R O S E E D E D GR O W T H . C HY D R O S E E D I N G MIX SH A L L CO N S I S T OF AL L OF TH E FO L L O W I N G : I SE E D MIX SH A L L CO N S I S T OF NO LE S S TH A N : a. 20 lb s . PE R AC R E OF RO S E CL O V E R b. 20 lb s PE R AC R E OF ZO R R O FE S C U E c. Ji b s PE R AC R E OF £ SC H O O L CIA CA L I F O R N I C A d. 4 lb s PE R AC R E OF AC H I L L E A MIL L E F O L I A e. Ji b s PE R AC R E OF AL YS S U M (C A R P E T OF SN O W ) f. I /2 lb . PE R A CR £ IF DIM O R P H O L E C A g. IT E M S c, d, e, AN D f OF TH I S SU B S E C T I O N MA Y BE OM I T T E D ON VIS I B L E FR O M EIT H E R A PU B L I C ST R E E T OR RE S I D E N T I A L ST R U C T U R E S . h. IT E M a OF TH I S SU B S E C T I O N MU S T BE IN O C U L A T E D WIT H A NIT R O G E N FIX I N G BA C T E R I A AN D AP P L I E D DR Y EIT H E R BY DR I L L I N G OR BR O A D C A S I N G BE F O R E HY D R O S E E D I N G . i. AL L SE E D MA T E R I A L S SH A L L BE TR A N S P O R T E D TO TH E JO B S / T E IN UN O P E N E D CO N T A I N E R S WIT H TH E CA L I F O R N I A DE P A R T M E N T OF FO O D AN D AG R / C U L TU R £ CE R T / F I C A TIO N TA G AT T A C H E D TO , OR PR I N T E D ON SA I D CO N T A I N E R S . j NO N - P H Y T O - T O X / C WE m N G AG E N T S MA Y BE AD D E D TO TH E HY D R O S E E D SL U R R Y AT TH E DIS C R E T I O N OF TH E CO N T R A C T O R . 2 TY P E I MU L C H AP P L I E D AT TH E RA TE OF NO LE S S HA N 20 0 0 lb s PE R AC R E . TY P E 6 MU L C H (S T R A W ) MA Y BE SU B S T I T U T E D , WH E N ST R A W IS US E D , IT MU S T BE AN C H O R E D TO TH E SL O P E BY ME G H A N / C A L L Y PU N C H I N G NO LE S S TH A N 50 % IF TH E ST R A W IN T O TH E SO I L . 3 FE R T I L I Z E R CO N S I S T I N G OF AM M O N I U M PH O S P H A T E SU L F A TE , 16 - 2 0 - 0 WIT H 15 % SU L P H U R AP P L I E D AT TH E RA TE OF 50 0 lb s . PE R AC R E . D AR E A S TO BE HY D R O S E E D E D SH A L L BE PR E P A R E D PR I O R TO HY D R O S E E D I N G : I RO U G H E N I N G TH E SU R F A C E TO BE PL A N T E D BY AN Y OR A CO M B / N A T I O N OF : a. TR A C K WA L K I N G SL O P E S ST E E P E R TH A N 6: 1. b. HA R R O W I N G AR E A S 6: I OR FL A T T E R TH A T AR E SU F F I C I E N T L Y FR I A B L E . 2 AR E A S GR A D E D FL A T T E R TH A N 6: I WH E N AN Y OF TH E FO L L O W I N G CO N D I T I O N S EX I S T . · a. AD J U S T I N G TH E SU R F A C E SO I L MO I S T U R E TO PR O V I D E A DA M P BI T NO T SA T U R A T E D SE E D BE D . b. TH E AD D I T I O N OF SO I L AM E N D M E N T S , PH AD J U S T M E N T . LE A C H I N G CO V E R I N G SA L I N E SO I L S TO PR O V I D E D VIA B L E CO N D I T I O N S FO R GR O W T H . £ HY D R O S E E D I N G AR E A S SH A L L BE MA I N T A I N E D TO PR O V I D E A VIG O R O U S GR O W T H UN T I L TH E PR O J E C T IS PE R M A N E N T L Y LA N D S C A P E D OR , FO R AR E A S WH E R E HY D R O S E E D I N G IS TH E PE R M A N E N T LA N D S C A P I N G , UN T I L TH E PR O J E C T IS CO M P L E T E D AN D AL L BO N D S RE L E A S E D . 2. AL L SL O P E S SH A L L HA VE /R R / G A TIO N IN S T A L L E D AN D BE ST A B I L I Z E D , PL A N T E D AN D / O R HY D R O S E E D E D WIT H I N TE N (1 0 ) DA Y S OF TH E TIM E WH E N EA C H SL O P E IS BR O U G H T TO GR A D E AS SH O W N ON TH E AP P R O V E D GR A D I N G PL A N S . 3. SH O U L D GE R M / N A T I O N OF HY D R O S E E D E D SL O P E S FA I L TO PR O V I D E EF F I C I E N T CO V E R A G E OF GR A D I N G SL O P E S (9 0 % CO V E R A G E } PR I O R TO OC T O B E R I, TH E SL O P E S SH A L L BE ST A B I L I Z E D BY AN AP P R O P R I A T E ER O S I O N CO N T R O L MA m N G MA T E R I A L AP P R O V E D BY TH E PU B L I C WO R K S IN S P E C T O R . 4. LA N D S C A P I N G SH A L L BE AC C O M P L I S H E D ON AL L SL O P E S AN D PA D S AS RE Q U I R E D BY TH E CIT Y OF CA R L S B A D LA N D S C A P E MA N U A L , TH E LA N D S C A P I N G PL A N S FO R TH I S PR O J E C T OR AS DIR E C T E D BY TH E CIT Y EN G I N E E R OF PL A N N I N G DIR E C T O R . C: - C: C: .2 - "o ~ .2 - t[i "o t[i .! ! l § - 0 , 0 E § "o "" -~ "' 0 0 C: ~ .s , , ~ § ~ - .s 2 .2 ,9 , " ~ - t: ., - ::: ; ; "o "' "' ... ~ - - ~ "'- :, c "' - .. . . 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Lo c a t e d alo n g th e t o p of th e BM P Ta b l e is a li s t of BM P ' s wit h it ' s co r r e s p o n d i n g Ca l i f o r n i a St o r m w a t e r Qu a l i t y As s o c i a t i o n (C A S Q A ) de s i g n a t i o n nu m b e r . Ch o o s e on e or mo r e BM P s yo u in t e n d to us e du r i n g co n s t r u c t i o n fr o m th e li s t . Ch e c k th e bo x wh e r e th e ch o s e n ac t i v i t y ro w in t e r s e c t s wit h th e BM P co l u m n . 3. Re f e r to th e CA S Q A co n s t r u c t i o n ha n d b o o k fo r in f o r m a t i o n an d de t a i l s of th e ch o s e n BM P s an d ho w to ap p l y th e m to th e pr o j e c t . DE S C R I P T I O N SY M B O L EC - 4 , HY D R O S E E D I N G (S I D E YA R D SL O P E S ) EC - 4 EC - 7 , GE O TE X T I L E S &: MA TS EC - 7 SE - I , SI L T FE N C E (R E A R P. L . ) - x - - x - SE -5 , FIB E R RO L L S 5£ - 6 , GR A V E L BA G I I I I ! 5£ - 7 , ST R E E T SW E E P I N G / V A C U U M I N G SE - 1 5£ - 1 0 , ST O R M DR A I N MA N A G E M E N T 0 m11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ~ TR - I , ST A B I L I Z E D CO N S T R U C T I O N EN T R A N C E Wl , / - 1 , MA T E R I A L DE L I V E R Y AN D ST O R A G E Wl , / - 1 Wl, / - 5 , SO L I D WA S T E MA N A G E M E N T Wl , / - 5 Wl, / - 8 , CO N C R E T E WA S T E MA N A G E M E N T Wl , / - 8 Wl, / - 9 , SA N I T A R Y / S E P T I C WA S T E MA N A G E M E N T Wl , / - 9 QU A N T I T Y 3, 0 0 0 SF 5, 0 0 0 SF 48 0 LF 20 0 LF 1, 2 0 0 EA DA I L Y 70 EA 40 0 SF 1 EA 1 EA I EA I EA I UN D E R S T A N D AN D AC K N O W L E D G E TH A T I MU S T . · (1 ) IM P L E M E N T BE S T MA N A G E M E N T PR A C T I C E S (B M P s ) DU R I N G CO N S T R U C T I O N AC T I V I T I E S TO TH E MA X I M U M EX T E N T PR A C T I C A B L E TO A VO I D TH E MO B / L I Z A TIO N OF PO L L U T A N T S SU C H AS SE D I M E N T AN D TO A VO I D TH E EX P O S U R E OF ST O R M WA T E R TO CO N S T R U C T I O N RE L A T E D PO L L U T A N T S ; AN D (2 ) AD H E R E TO , AN D AT AL L TIM E S , CO M P L Y WIT H TH I S CI T Y AP P R O V E D TIE R 2 CO N S T R U C T I O N SW P P P TH R O U G H O U T TH E DU R A T I O N OF TH E CO N S T R U C T I O N AC T I V I T I E S UN T I L TH E CO N S T R U C T I O N WO R K IS CO M P L E T E AN D SIG N E D OF F BY TH E CIT Y OF CA R L S B A D . SC O T T SM E i i OW N E R ( S ) / OW N E R ' S AG E N T NA M E (P R I N T } ~ OW N E R ( S ) / OW N E R S AG E N T NA M E (S I G N A TU R £ ) 91 1 1 2 0 2 1 DA T E 9/ 1 / 2 0 2 1 DA T E VI C I N I T Y CI T Y OF OC E A N S I D E HI G H W A Y , _? 8 PA C I F I C OC E A N \: I - MA P 'O \ -'% - ·~ (c , i a t - RO A AV E CI T Y OF EN C I N I T A S SH E E T 6: TIE R 2 SW P P P - NO T E S SH E E T 7: TIE R 2 SW P P P - PL A N 40 0 5 SK Y L I N E RO A D CA R L S B A D , CA 92 0 0 8 20 7 - 0 7 2 - 1 7 NO T TO SC A L E CI T Y OF VI S T A c~ <1- ' . ; 1 / CIT Y OF :: : , . . - - - \ L \ SA N MA R C O S AR E A OF DI S T U R B A N C E 26 , 4 3 5 S. F . (T H I S AR E A IN C L U D E S BU T IS NO T LI M I T E D TO OF F - S I T E WO R K IN C L U D I N G PU B L I C IM P R O V E M E N T S AN D TE M P O R A R Y DI S T U R B A N C E SU C H AS VE H I C L E AN D EQ U I P M E N T ST A G I N G AR E A S , CO N S T R U C T I O N WO R K E R FO O T TR A F F I C , SO I L / G R A V E L PI L E S , UT I L I T Y TR E N C H E S , BA C K F I L L CU T S AN D SL O P E KE Y W A YS ) CO N S T R U C T I O N TH R E A T TO ST O R M WA T E R QU A L I T Y (C H E C K BO X } : ~ HIG H □ ME D I U M NA M E : SC O T T & KY R A SA R E M AD D R E S S : 66 8 4 LE M O N LE A F DR I V E , CA R L S B A D , CA 92 0 1 1 TE L E P H O N E NO . : TE L : (7 6 0 ) 53 3 - 2 4 7 0 NA M E : BM G CO N S l R U C T I O N - JE F F PIV A AD D R E S S : P.O . BO X 13 1 4 3 3 , CA R L S B A D , CA 92 0 1 3 TE L E P H O N E NO . : TE L : (7 6 0 ) 50 0 - 1 2 7 6 5. TH E OW N E R / A P P L I C A N T SH A L L EN S U R E TH A T AL L CO N T R A CO O R D I N A T E TH E WO R K OF TH I S CO N S T R U C T I O N SW P P P SH O W N 0, PL A N S , LA N D S C A P E AN D /R R / G A TIO N PL A N S , AN D IM P R O V E M E N T P, RE Q U I R E D FO R TH I S PR O J E C T WO R K . ~o : i y s : ; 1 / N G l - - - - + - - - + - - - - - - - - - - - - - - 1 - - - + - - - + - - - - + - - - - - - 1 1 SH E E T I CI T Y OF CA R I B B A D I SH E E T S I .A N S AS t - - - - - + - - + - - - - - - - - - - - - - - - + - - - - - + - - + - - - - - + - - - - - - - - 1 EN G I N E E R I N G DE P A R T M E N T GR A D I N G PL A N S FO R : SA R E M RE S I D E N C E ES S J t - - - - + - - - + - - - - - - - - - - - - - - + - - - - + - - - + - - - - + - - - - - - 1 (4 0 0 5 SK Y L I N E RO A D ) ~ 0 . 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E 5 7 5 s 7 DA T E : - - - ~ ~ .: : : : : : : : : : : : : : - EN G I N E E R oF WO R K RE V I S I O N DE S C R I P T I O N OlH E R AP P R O V A L c1 T Y AP P R O V A L RV W D BY : - - CD P 20 2 0 - 0 0 1 7 GR A D I N G SU B M I T T A L NO . 1 E E E E E E E E 27 5 LOT 25 (POR) 30' 30' N89°28'48"E 286.90' N84°57'43"W 272.03' N0 8 ° 1 4 ' 5 8 " W 7 9 . 3 7 ' 4005 SKYLINE ROADMAP 2647 / CARLSBAD HEIGHTS LOT 24 (PORTION)207-072-17-00SAREM FAMILY TRUST 07-17-08 3975 SKYLINE ROADLOT 25 (PORTION)207-064-05-00COVIELLO FAMILY TRUST 06-04-97 40 2 0 S U N N Y H I L L D R I V E LO T 2 9 20 7 - 0 6 4 - 0 4 - 0 0 ED W A R D S J O S H U A B & T E R R I L R E V O C A B L E L I V I N G T R 40 3 0 S U N N Y H I L L D R I V E LO T 3 0 20 7 - 0 7 2 - 0 1 - 0 0 TU O M I N A T A L I E F A M I L Y TR U S T 0 4 - 2 4 - 9 5 4015 SKYLINE ROADLOT 24 (PORTION)207-072-16-00COX FAMILY 2001 TRUST 12-19-01 R= 1 1 7 0 . 0 0 L = 9 9 . 9 7 ' MAIN LEVEL T/SLAB=298.32 PAD=297.65 2-CAR GARAGE 1-CAR GARAGE GYM T/SLAB=299.82 PAD=299.15 POOL BY OTHERS 87 NOTE 1 3 9 A v e n i d a N a v a r r o S a n C l e m e n t e , C A 9 2 6 7 2 9 4 9 . 4 9 2 . 8 5 8 6 w w w . t o a l e n g i n e e r i n g . c o m C I V I L E N G I N E E R I N G L A N D S U R V E Y I N G S T O R M W A T E R Q U A L I T Y 531-1A STAPLE DETAIL PLAN SECTION B-B SIGN DETAIL DETAIL WATERPROOFED CONCRETE WASHOUT AREA DETAIL GRAVEL BAG BERM PLAN SECTION X-X DETAIL STORM DRAIN INLET PROTECTION DETAIL FIBER ROLL DETAIL STABILIZED CONSTRUCTION ENTRANCE MBI DER DocuSign Envelope ID: B4ACC9E2-B80E-4BE8-A100-C7CE44A44F44 9/28/2021 DocuSign Envelope ID: DF442E30-62D9-496A-98BD-C3E286D8DE1A Ma r c h 1 2 , 2 0 2 4 It e m # 8 P a g e 5 7 o f 1 3 5 \ \ \ \ \ I \ I \ \ \ \ I ~' ',2l 1 \ \ \ \ ":' I \ ~ ,.., \ \ \ .. ~. 1 \ \ ( [SE-5) TIP, ', t1'' \~ ...Jfr=,=s~r I \ " -@ ~ • ' ' , , ' ... ~ -!: I I I \ I I I __ \ 1\ \ \i I ,.,.. 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SLOPE 6' MAX 12· -------r-FO LD & SET FILTEI FABRIC INTO SOIL 6" 124" • BACKFILL AND COMPACT THE EXCAVATED----_ SOIL IN TRENCH AND ON BOTH SIDES la-,. , ~2• FLOW OF FILTER FENCE FABRIC 2"X 4" WOOD POST----~-1 ALT: STEEL FENCE POSIS DETAIL SILT FENCE NOT TO SCALE 18" N:\200xx\20036\Drawings\Civil\20036-gp-07.dwg 08/31/2021 10:07 GRAVEL BAGS 'v, v, v, v, v,v, ' ~,' ,, ' ,, ' ,, "\,,. -/, '/ xl ~ NOT TO SCALE ,-7 I I L_.J PLACE BAGS TIGHTLY AND STAGGER ROWS TO ELIMINATE GAPS ONE STACK HIGH SANDBAG @ FLOW LINE }d I l I l I Lf1 t 2u":'° NOT TO SCALE FIBER ROLLS ENTRENCHMENT DE[AlL ~INSTALL A FIBER ROLL NEAR • SLOPE WHERE IT TRANSITIONS INTO A STEEPER SLOPE Ill "\ Iii ' + V '<v " V 'V " + ~Fl"BER: V ' V +' " " ROLLS 'V * * w "" 'V V V V ~:~t~~~ '¾..,.~ o.,. i'o__,,,~ "o• "~-~ :•c;, ~o ;,~+ °"'e 1~ / : • + 7<1NSTALL A FIBER ROLL NEAR 1 x SLOPE WHERE IT TRANSITIONS INTO A STEEPER SLOPE JYPI®. FJBER RQLl INSJALLADPN TOAL ENGINEERING, INC. 10· MIN. ■ l■I■ ■I■ ■ • • "' ii ~I: • • ~- ADJACENT HOUSE (TYP_ 10 MIL PLASTIC LINING ·STAKE (lYP) 1/8" DIA fl T, STEEL WIRE~,(•• \ \ \ \ ~ ••. • • ·" 4 _. • .. ... .. • . . 4 -.. :.-..... • .. 41. '1'. \fr ...... 1'. • .. ··,·... \. • ·~ •• ~;c .I\: ., 4· ,I .. • • • •J":'1 . . . z: j/l • H d,IV'" •• --~_: ··.-~_ ... _· ... ~ .. ~-~\ ~ ) . • ;. ·•·~ . \ \ \ ,.r -~,,.I& I / • / I' 1 I I I I I I I I I I I I STRAW BALE (TYP) 0 10 MIL PLASTIC LINING NATIVE MATERIAL (OPTIONAL) STAPLES (2 PER BALE) BINDING WIRE WOOD OR METAL STAKES (2 PER BALE) t'toNCRETEn ! !WASHOUT~ I _,i I .t PLYWOOD 48"X24" PAINTED WHITE LACK LETTERS 6" HEIGHT 0.5" LAG SCREWS ,y/,j V//Y/2-Y/i w-:i WOOD POST ,/1 r--'/' ,y,,," 7)\-"-}' ,x_"-/,. 3"X3"X8' //-; //-( / 20' (PROPOSED , FINISH GRADE ~..,1 - , B" IMN. J PROVIDE APPROPRIATE 'EXISTING '3/4" -1" ROCK TRANSITTON BETWEEN 0 10 20 - -- -SCALE: 1"= 10'-0" GROUND PROF]L£ r STABIUZED CONSTRUCTION ENTRANCE AND PUBLIC IL 20· RIGHT-OF-WAY ~ , 'i ' EXISTING GROUND~ 3/4" -1· ROCK y a r ... ~ ' wti PER C.A.S.Q.A. WM-8. NOT TO SCALE NOT TO SCALE THE LOCATION AND TYPE OF EROSION AND SEDIMENT CONTROL MEASURES TO BE USED MAY CHANGE DURING THE COURSE OF CONSTRUCTION. ll-lE CONTRACTOR SHALL IMPLEMENT THE CONTROLS NECESSARY TO PREVENT NON-STORMWATER, SEDIMENT, AND CONTAMINATED RUNOFF DISCHARGES FROM THE SITE AT ALL TIMES. / ~ESS/~ 8'#,tY"ts R lo,§ % C, - fsHml CITY OF CARIBBAD I SHEETS I 1------+---+--------------+----+---+----+---1 L_j ENGINEERING DEPARTMENT 1------+---+--------------+----+---+----+---1 GRADING PLANS FOR: SAREM RESIDENCE (4005 SKYLINE ROAD) 1----+---+--------------+---+---+---+---1 'GR2021-0016 TIER 2 SWPPP -PLAN CD2021-0011 APPROVED: JASON S. GELDERT r,,,.. e,,.,.,.,,a 1,,,., @@@ ~ • --•= \ """""' " • ,.,.z)\~ ~-.,. · · · 57587 DATE: ~~OF c~Ll'<:l ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/22 DATE • ' ' DWN BY: M.F,B, • DATE I INITIAL DATE I INITIAL DATE I INITIAL CHKD BY: __ _ ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL RVWD BY: PROJECT NO. 11 DRAWING NO. CDP 2020-0017 GRADING SUBMITTAL NO. 1 EEEEEEE MA I N L E V E L T/ S L A B = 2 9 8 . 3 2 PA D = 2 9 7 . 6 5 2- C A R GA R A G E 1- C A R GA R A G E GY M T/ S L A B = 2 9 9 . 8 2 PA D = 2 9 9 . 1 5 PO O L & S P A LO T 2 5 ( P O R ) N8 9 ° 2 8 ' 4 8 " E 2 8 6 . 9 0 ' N8 4 ° 5 7 ' 4 3 " W 2 7 2 . 0 3 ' N08°14'58"W 79.37' 40 0 5 S K Y L I N E R O A D M A P 2 6 4 7 / C A R L S B A D H E I G H T S LO T 2 4 ( P O R T I O N ) 2 0 7 - 0 7 2 - 1 7 - 0 0 SA R E M F A M I L Y T R U S T 0 7 - 1 7 - 0 8 39 7 5 S K Y L I N E R O A D L O T 2 5 ( P O R T I O N ) 20 7 - 0 6 4 - 0 5 - 0 0 CO V I E L L O F A M I L Y T R U S T 0 6 - 0 4 - 9 7 4020 SUNNYHILL DRIVE LOT 29 207-064-04-00 EDWARDS JOSHUA B & TERRI L REVOCABLE LIVING TR 4030 SUNNYHILL DRIVE LOT 30 207-072-01-00 TUOMI NATALIE FAMILY TRUST 04-24-95 40 1 5 S K Y L I N E R O A D LO T 2 4 ( P O R T I O N ) 2 0 7 - 0 7 2 - 1 6 - 0 0 C O X F A M I L Y 2 0 0 1 T R U S T 1 2 - 1 9 - 0 1 R=1170.00 L=99.97' DM A - 1 DE T A I L BI O F I L T R A T I O N W / P A R T I A L R E T E N T I O N 1 PE R V I O U S PA V E M E N T SE M I - A N N U A L L Y SD - 6 B 2 , 5 4 0 S F . AN N U A L L Y PR O P O S E D P E R V I O U S P A V I N G 2 BI O F I L T R A T I O N W / PA R T I A L R E T E N T I O N MO N T H L Y PR - 1 42 3 S F . AN N U A L L Y DM A - 1 T A B L E WQ M P L E G E N D PR O P O S E D I M P E R V I O U S P A V E M E N T PR O P O S E D B U I L D I N G A D D I T I O N PR O P O S E D S T O R M D R A I N IN L E T PR O J E C T A R E A B O U N D A R Y PR O P O S E D B I O F I L T R A T I O N B M P 1. T H E S E B M P S A R E M A N D A T O R Y T O B E I N S T A L L E D P E R M A N U F A C T U R E R ' S RE C O M M E N D A T I O N S O R T H E S E P L A N S . 2. N O C H A N G E S T O T H E P R O P O S E D B M P S O N T H I S S H E E T W I T H O U T P R I O R AP P R O V A L F R O M T H E C I T Y E N G I N E E R . 3. N O S U B S T I T U T I O N S T O T H E M A T E R I A L O R T Y P E S O R P L A N T I N G T Y P E S WI T H O U T P R I O R A P P R O V A L F R O M T H E C I T Y E N G I N E E R . 4. N O O C C U P A N C Y W I L L B E G R A N T E D U N T I L T H E C I T Y I N S P E C T I O N S T A F F HA S I N S P E C T E D T H I S P R O J E C T F O R A P P R O P R I A T E B M P C O N S T R U C T I O N AN D I N S T A L L A T I O N . BM P N O T E S : PA R T Y R E S P O N S I B L E F O R M A I N T E N A N C E : NA M E AD D R E S S PH O N E N O . PL A N P R E P A R E D B Y : NA M E AD D R E S S PH O N E N O . CO M P A N Y 5. R E F E R T O M A I N T E N A N C E A G R E E M E N T D O C U M E N T . 6. S E E P R O J E C T S W M P F O R A D D I T I O N A L I N F O R M A T I O N . BM P C O N S T R U C T I O N A N D I N S P E C T I O N N O T E S : TH E E O W W I L L V E R I F Y T H A T P E R M A N E N T B M P S A R E C O N S T R U C T E D AN D O P E R A T I N G I N C O M P L I A N C E W I T H T H E A P P L I C A B L E RE Q U I R E M E N T S . P R I O R T O O C C U P A N C Y T H E E O W M U S T P R O V I D E : 1. P H O T O G R A P H S O F T H E I N S T A L L A T I O N O F P E R M A N E N T B M P S PR I O R T O C O N S T R U C T I O N , D U R I N G C O N S T R U C T I O N , A N D A T FI N A L I N S T A L L A T I O N . 2. A W E T S T A M P E D L E T T E R V E R I F Y I N G T H A T P E R M A N E N T B M P S AR E C O N S T R U C T E D A N D O P E R A T I N G P E R T H E R E Q U I R E M E N T S OF T H E A P P R O V E D P L A N S . 3. P H O T O G R A P H S T O V E R I F Y T H A T P E R M A N E N T W A T E R Q U A L I T Y TR E A T M E N T S I G N A G E H A S B E E N I N S T A L L E D . PR I O R T O R E L E A S E O F S E C U R I T I E S , T H E D E V E L O P E R I S R E S P O N S I B L E FO R E N S U R I N G T H E P E R M A N E N T B M P S H A V E N O T B E E N R E M O V E D O R MO D I F I E D B Y T H E N E W H O M E O W N E R O R H O A W I T H O U T T H E AP P R O V A L O F T H E C I T Y E N G I N E E R . SC O T T S A R E M 40 0 5 S K Y L I N E R O A D CA R L S B A D , C A 9 2 0 0 8 (7 6 0 ) 5 3 3 - 2 4 7 0 CA L E B R I O S , P . E . TO A L E N G I N E E R I N G , I N C . 13 9 A V E N I D A N A V A R R O SA N C L E M E N T E , C A 9 2 6 7 2 (9 4 9 ) 4 9 2 - 8 5 8 6 BM P T Y P E BM P I D # SY M B O L B M P N O . MA I N T E N A N C E FR E Q U E N C Y BM P T A B L E IN S P E C T I O N FR E Q U E N C Y QU A N T I T Y TR E A T M E N T C O N T R O L LO W I M P A C T D E S I G N ( L . I . D . ) SO U R C E C O N T R O L 4 TR A S H E N C L O S U R E SC - 5 1 1 2 4 8 53 1 - 1 A 8 1 3 9 A v e n i d a N a v a r r o S a n C l e m e n t e , C A 9 2 6 7 2 9 4 9 . 4 9 2 . 8 5 8 6 w w w . t o a l e n g i n e e r i n g . c o m C I V I L E N G I N E E R I N G L A N D S U R V E Y I N G S T O R M W A T E R Q U A L I T Y 3 ST O R M W A T E R DE T E N T I O N V A U L T MO N T H L Y MP - 5 0 36 3 C . F . 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PO S T - P R O J E C T 0. 3 2 4 IC 14 , 1 0 0 S.F . •• TH E IM P E I M O U S SU R F A C E OF 14 , 1 0 0 S.F . IS FR O M PR O J E C T . - L1 _ CD P AP P R O V A L , AN D US E D FO R BM P SIZ I N G HE R E O N . TH E PE R M I T T E D IM P E I M O U S AR E A FO O T P R I N T ~ 11 , 8 5 8 S.F . 11 , 7 2 0 S.F .. (S E E IM P E I M O U S AR E A NO T E ON GR A D I N G PLA N SH E E T 2) fs H m l CI T Y OF CA R I B B A D I SH E E T S I r-- - t 1 - r - - - - - - - - - + - - r - - - + 1 - r - - - t 1 - - - - - 1 L _ J EN G I N E E R I N G DE P A R T M E N T 1- · - - - + · - - - + · - - - - - - - - - - - - - t - - - - , - 1 - - - - 1 - - - 1 - · - - 1 - I GR A D I N G PL A N S FO R : SA R E M RE S I D E N C E (4 0 0 5 SK Y L I N E RO A D ) 1 - . ~ . ~ . . - . _ + - - + - A ~ - - - - - - - · - · - - - c - - - - - . - __ -__ - - - - - - - t - - - , 1 - - - - 1 - - 1 - - , . . . . . , - - 1 1 G R 2 O 2 1 - O O 1 6 SIN G L E SH E E T BM P SIT E PL A N CD 2 0 2 1 - 0 0 1 1 6/ 1 6 / 2 3 M.F . B . 1/ 1 \ RE V I S I O N S FO R 2n d DR I V E W A Y , GA R A G E SID E YA R D , . / ; + AP P R O V E D : JA S O N S. GE L D E R T PIC K L E B A L I . CO U R T , ST O R M W A T E R ST O R A G E SY S T E M , r .. . . . {} . . , , . , , , t t /, n , PO O L , PO O L DE C K , AN D CO V E R E D GA Z E B O AR E A . EN G I N E E R I N G MA N A G E R RC E 63 9 1 2 EX P I R E S 9/ 3 0 / 2 4 DA T E RE P L A C E S SH E E T SIG N E D 9/ 2 8 / 2 1 . DW N BY : " • " PR O J E C T NO . 1 f DR A W I N G NO . / DA T E IN I T l A L DA T E IN I T l A L DA T E IN I T l A L CH K D BY : EN G I N E E R OF WO R K RE V I S I O N DE S C R I P T I O N OT H E R AP P R O V A L CIT Y AP P R O V A L RV W D BY : CD P 20 2 0 - 0 0 1 7 GR A D I N G SU B M I T T A L NO . 3 TOAL ENGINEERING, INC. CIVIL ENGINEERS AND LAND SURVEYORS 139 A venida Navarro, San Clemente, CA 92672 Tel: (949) 492-8586 • www.toalengineering.com 08/23/23 City of Carlsbad Construction Management and Inspection Attn: Inspector 1635 Faraday Avnue Carlsbad, CA 92008 Re: Permanent BMP Construction Certification for Sarem Residence Project No. CDP 2020-0017; Drawing 531-lA 4005 Skyline Road Portion of Lot 24 and 25, Map 2647 (Carlsbad Highlands) APN: 207-072-17 The permanent BMPs associate with this project are functional. They have been installed, inspected and are in full conformance with the approved grading plans and City standards. This Certification includes the following BMPs; •PR-1 Biofiltration Basin (w/Partial Retention) •SD-6B Pervious Pavers (Source Control) •MP-50 Storm Water Detention Vault The Party responsible for the long term inspection, Maintenance and annual verification: Scott Sarem 6684 Lemon Leaf DriveCarlsbad, CA 92011 760-533-2470 Enclosed please find: 1.Single sheet BMP Plan for SWQMP prepared by Toal Engineering, Inc dated 8/31/21 2.Photographs of the installation of the BMPs prior to and during construction. 3.Photographs of the completed BMPs installed. EXHIBIT 9 March 12, 2024 Item #8 Page 59 of 135 If you have any questions or need any additional information please contact me at your earliest convenience. CR/sw 20036FGC Respectfully Yours, Caleb 0. Rios, RCE 57587 March 12, 2024 Item #8 Page 60 of 135 E E E E E E E MA I N L E V E L T/ S L A B = 2 9 8 . 3 2 PA D = 2 9 7 . 6 5 2- C A R GA R A G E 1- C A R GA R A G E GY M T/ S L A B = 2 9 9 . 8 2 PA D = 2 9 9 . 1 5 PO O L & S P A LO T 2 5 ( P O R ) N8 9 ° 2 8 ' 4 8 " E 2 8 6 . 9 0 ' N8 4 ° 5 7 ' 4 3 " W 2 7 2 . 0 3 ' N08°14'58"W 79.37' 40 0 5 S K Y L I N E R O A D M A P 2 6 4 7 / C A R L S B A D H E I G H T S LO T 2 4 ( P O R T I O N ) 2 0 7 - 0 7 2 - 1 7 - 0 0 SA R E M F A M I L Y T R U S T 0 7 - 1 7 - 0 8 39 7 5 S K Y L I N E R O A D L O T 2 5 ( P O R T I O N ) 20 7 - 0 6 4 - 0 5 - 0 0 CO V I E L L O F A M I L Y T R U S T 0 6 - 0 4 - 9 7 4020 SUNNYHILL DRIVE LOT 29 207-064-04-00 EDWARDS JOSHUA B & TERRI L REVOCABLE LIVING TR 4030 SUNNYHILL DRIVE LOT 30 207-072-01-00 TUOMI NATALIE FAMILY TRUST 04-24-95 40 1 5 S K Y L I N E R O A D LO T 2 4 ( P O R T I O N ) 2 0 7 - 0 7 2 - 1 6 - 0 0 C O X F A M I L Y 2 0 0 1 T R U S T 1 2 - 1 9 - 0 1 R=1170.00 L=99.97' DM A - 1 DE T A I L BI O F I L T R A T I O N W / P A R T I A L R E T E N T I O N 1 PE R V I O U S PA V E M E N T SE M I - A N N U A L L Y SD - 6 B 2 , 5 4 0 S F . AN N U A L L Y PR O P O S E D P E R V I O U S P A V I N G 2 BI O F I L T R A T I O N W / PA R T I A L R E T E N T I O N MO N T H L Y PR - 1 42 3 S F . AN N U A L L Y DM A - 1 T A B L E WQ M P L E G E N D PR O P O S E D I M P E R V I O U S P A V E M E N T PR O P O S E D B U I L D I N G A D D I T I O N PR O P O S E D S T O R M D R A I N IN L E T PR O J E C T A R E A B O U N D A R Y PR O P O S E D B I O F I L T R A T I O N B M P 1. T H E S E B M P S A R E M A N D A T O R Y T O B E I N S T A L L E D P E R M A N U F A C T U R E R ' S RE C O M M E N D A T I O N S O R T H E S E P L A N S . 2. N O C H A N G E S T O T H E P R O P O S E D B M P S O N T H I S S H E E T W I T H O U T P R I O R AP P R O V A L F R O M T H E C I T Y E N G I N E E R . 3. N O S U B S T I T U T I O N S T O T H E M A T E R I A L O R T Y P E S O R P L A N T I N G T Y P E S WI T H O U T P R I O R A P P R O V A L F R O M T H E C I T Y E N G I N E E R . 4. N O O C C U P A N C Y W I L L B E G R A N T E D U N T I L T H E C I T Y I N S P E C T I O N S T A F F HA S I N S P E C T E D T H I S P R O J E C T F O R A P P R O P R I A T E B M P C O N S T R U C T I O N AN D I N S T A L L A T I O N . BM P N O T E S : PA R T Y R E S P O N S I B L E F O R M A I N T E N A N C E : NA M E AD D R E S S PH O N E N O . PL A N P R E P A R E D B Y : NA M E AD D R E S S PH O N E N O . CO M P A N Y 5. R E F E R T O M A I N T E N A N C E A G R E E M E N T D O C U M E N T . 6. S E E P R O J E C T S W M P F O R A D D I T I O N A L I N F O R M A T I O N . BM P C O N S T R U C T I O N A N D I N S P E C T I O N N O T E S : TH E E O W W I L L V E R I F Y T H A T P E R M A N E N T B M P S A R E C O N S T R U C T E D AN D O P E R A T I N G I N C O M P L I A N C E W I T H T H E A P P L I C A B L E RE Q U I R E M E N T S . P R I O R T O O C C U P A N C Y T H E E O W M U S T P R O V I D E : 1. P H O T O G R A P H S O F T H E I N S T A L L A T I O N O F P E R M A N E N T B M P S PR I O R T O C O N S T R U C T I O N , D U R I N G C O N S T R U C T I O N , A N D A T FI N A L I N S T A L L A T I O N . 2. A W E T S T A M P E D L E T T E R V E R I F Y I N G T H A T P E R M A N E N T B M P S AR E C O N S T R U C T E D A N D O P E R A T I N G P E R T H E R E Q U I R E M E N T S OF T H E A P P R O V E D P L A N S . 3. P H O T O G R A P H S T O V E R I F Y T H A T P E R M A N E N T W A T E R Q U A L I T Y TR E A T M E N T S I G N A G E H A S B E E N I N S T A L L E D . PR I O R T O R E L E A S E O F S E C U R I T I E S , T H E D E V E L O P E R I S R E S P O N S I B L E FO R E N S U R I N G T H E P E R M A N E N T B M P S H A V E N O T B E E N R E M O V E D O R MO D I F I E D B Y T H E N E W H O M E O W N E R O R H O A W I T H O U T T H E AP P R O V A L O F T H E C I T Y E N G I N E E R . SC O T T S A R E M 40 0 5 S K Y L I N E R O A D CA R L S B A D , C A 9 2 0 0 8 (7 6 0 ) 5 3 3 - 2 4 7 0 CA L E B R I O S , P . E . TO A L E N G I N E E R I N G , I N C . 13 9 A V E N I D A N A V A R R O SA N C L E M E N T E , C A 9 2 6 7 2 (9 4 9 ) 4 9 2 - 8 5 8 6 BM P T Y P E BM P I D # SY M B O L B M P N O . MA I N T E N A N C E FR E Q U E N C Y BM P T A B L E IN S P E C T I O N FR E Q U E N C Y QU A N T I T Y TR E A T M E N T C O N T R O L LO W I M P A C T D E S I G N ( L . I . D . ) SO U R C E C O N T R O L 4 TR A S H E N C L O S U R E SC - 5 1 1 2 4 8 53 1 - 1 A 8 1 3 9 A v e n i d a N a v a r r o S a n C l e m e n t e , C A 9 2 6 7 2 9 4 9 . 4 9 2 . 8 5 8 6 w w w . t o a l e n g i n e e r i n g . c o m C I V I L E N G I N E E R I N G L A N D S U R V E Y I N G S T O R M W A T E R Q U A L I T Y 3 ST O R M W A T E R DE T E N T I O N V A U L T MO N T H L Y MP - 5 0 36 3 C . F . 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HEJ 'O ' ; ~ .] ~- [ _ - LJ L J I 'i ' " ' ' ~ - -: - -= - ,- am-X j.'r ····lQ ~ z _ ; ~ . ) P t f < ·· , ~ i "" " ' ' - ' :, ; - - - .· · . - - - CM U Sr r E ~ 1 •: . -~ I WV _ m\ B+ o ~ B I \ ~ ' iV E W H9 CL I / ~ - -1 ! I -; ~gf 0 o 0 ,¥) ~9- ~ o ~ " j l ~ o g g I ~~:.~~~: s ~ .. • ~ ~ ~ ~ ( J f : - = - i o ~ o ~ • ,. , o ,o _ o <? d< ? o <? o fr • \ _,,, ; ~ E ~ \ ;J I - \ - - - \ 30 4 . 9 2 J; 30 2 . 9 2 \ p- , p \ ~- ,g ; , • - " ~ 0 ~ I,& £ _ ~ ' I zy AS P H A L T ·• • i: , . • ST A 7+ r o . ' l ' I I -R - __ _ _ ~ ~ - _ • E) ~ R~ _ ST A 7+ 8 3 J 3 a BC ~ A . . . , , ,</ J .1 1 (P E R DW G 1 8 2- 5 11 \ .. . . .- i , 1 1 ' ' -~ , ~ \ "' ' ~ FIN I S H E D GR A D E --- - - - - - - - ; ; : ; ; ; ; , - ,' ,, - » v ~ ' « v , < _ ~ ~ « ' / ~ ,' - ; ;- ~ , 7 ' ;7 , ' 0 SIT E RE T A I N I N G WA l l PE R SA M\) 7 ) DIE G O CO U N T Y ST A N D A R D Y DR A W I N G C- 0 5 (lY P . ) ~ "; ; · /-., ,;; _ :y , ' ( v >Y , ' t' « ' , 0 , • - AR E A = 42 3 SQ , FT . ; LA Y O U T PE R PL A N 12 • MIN . Bi PO N D I N G , / ' j , I ,, ' ! -, I I i \/ 6" f OV E R F L O W DR A I N FIN I S H E D GR A D E / \ ~ { , > / 7 I ' ~ : > , VE G E T A T I O N ', I / I I, / /' ' - « ~ :y ; >, , , '" » ' ' X ;, ( ' . ( - ( . / , ( ~ f i ' AN LET PIP E 0 / • • FR O M DIV E R T E R BO X ' ' \ Ii i \ , I I / ii I '' . ; t l'0 \ ' ) J ' p,0 ' , 18 " MIN . SO I L ME D I A TH I C K N E S S {6 0 % TO I 4' x 4 ' x 3 " P.C . 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TH E PE R M I T T E D IM P E R V I O U S AR E A FO O T P R I N T ~ 11 , 6 5 8 S.F . 11 , 7 2 0 S.F . , (S E E IM P E R V I O U S AR E A NO T E ON GR A D I N G PLA N SH E E T 2) fs H E E T l CI T Y OF CA R L S B A D I SH E E ' T S I t- 1 - - - - - - + 1 - - - + - - - - - - - - - - - - - - + 1 - - 1 t - - - - - - - < 1 - - t - 1 -- - - 1 1 L _ j EN G I N E E R I N G DE P A R T M E N T GR A D I N G PL A N S FO R : SA R E M RE S I D E N C E ( 40 0 5 SK Y L I N E RO A D ) 1 - - - - - - - + - - - + - - - A - - - - - - - - - - - - + - - - + - - - - + - - - - - + - - - - - t I GR 2 0 2 1 - 0 0 1 8 SIN G L E SH E E T BM P SII E PL A N CD 2 0 2 1 - 0 0 1 1 16 / 1 6 / 2 3 I M.F . B . 1 ( 1 \ RE V I S I O N S FO R 2n d DR I V E W A Y , GA R A G E SID E YA R D , I I I I 11 AP P R O V E D : PIC K L E B A L L CO U R T , ST O R M W A T E R ST O R A G E SY S T E M , JA S O N S, GE L D E R T 1 PO O L , PO O L DE C K , AN D CO V E R E D GA Z E B O AR E A . I EN G I N E E R I N G MA N A G E R RC E 63 9 1 2 EX P I R E S 9/ 3 0 / 2 4 DA T E I I RE P L A C E S SH E E T SIG N E D 9/ 2 8 / 2 1 . DW N BY : M. • H PR O J E C T NO . I I DR A Y I I N G NO . I ' DA T E IN I T I A L DA T E IN I T I A L DA T E IN I T I A L CH K D BY : EN G I N E E R OF WO R K RE V I S I O N DE S C R I P T I O N OT H E R AP P R O V A L CIT Y AP P R O V A L RV W D BY : CD P 20 2 0 - 0 0 1 7 GR A D I N G SU B M I T T A L NO . 3 March 12, 2024 Item #8 Page 62 of 135 March 12, 2024 Item #8 Page 63 of 135 March 12, 2024 Item #8 Page 64 of 135 , .. 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March 12, 2024 Item #8 Page 85 of 135 , -- .... ... W~!W'##l#'ll/1/Jillll/lli 'lllilllll lllllllllllfillllllllllllllllfllll \\t \\\\\\\\ \\\\\\\\\\~II.\.~ .11.\.\\.\.\.~'\.~~'" • 'ii • - • • . ., ., I . -7 • • Engineering Department Security Release/Reduction Authorization GR2021-0016 CDP 2020-0017 (DEV2020-0110) Project #: Permit #: Sarem Residence Project Name: Date: 13-Sep-2023 Authorized by: Grading & Erosion Control Agreement Agreement #: SEC2148 DWG 531-1A Drawing #: Completion Date: Punch List Completed 9/6/23 New Amt Reduce/Release Security Type Bond # Original Amt Current Amt X $0.00 Grading- Bond 1001143774 $586,151.90 $586,151.90 Grading- Cash Security 89766 $65,128.00 $65,128.00 Surety: AMERICAN CONTRACTORS INDEMNITY COMPANY 801 SOUTH FIGUEROA STREET, STE 700 LOS ANGELES, CA 90017 5/15/23: Rcvd address confirmation from John Yi (jyi@tmhcc.com) Developer: SCOTT ALEXANDER SAREM & KYRA BUSH SAREM, SAREM FAMILY TRUST DATED JULY 17, 2008 4005 SKYLINE ROAD CARLSBAD, CA 92008 9/7/23: Rcvd address confirmation from Scott Sarem (scott@everydayenergy.us) 1635 Faraday Ave  Carlsbad, CA 92008-7314  442-339-2750  landdev@carlsbadca.gov  www.carlsbadca.gov DocuSign Envelope ID: 07744A89-4CF1-4744-8565-3C7A595EBB27 9/14/2023 Exhibit 10 March 12, 2024 Item #8 Page 86 of 135 ( City of Carlsbad Request for Refund Fee Paid For: Amount of Refund: $65,128.00 GR2021-0016 GL Account Paid AmtDate PaidFee Name Refund Amt 88613102751 GRADING CASH DEPOSIT 09/17/2021 $65,128.00 $65,128.00 Facts Supporting Request: Project Complete – Inspector Authorizing Release CDP 2020-001, Sarem Residence, DWG 531-1A, SEC2148 NAME OF APPLICANT: STREET ADDRESS: CITY, STATE & ZIP: Scott Alexander Sarem and Kyra Bush Sarem, trustees under the Sarem Family Trust Dated July 17, 2008 4005 Skyline Road Carlsbad, CA 92008 PREPARED BY: APPROVING DEPARTMENT OFFICIAL: DATE: 9/13/2023 DATE: Page 1 of 1 *Please issue one check to the applicant name as listed on the agreement         Exhibit 11 March 12, 2024 Item #8 Page 87 of 135 {cityof Carlsbad 6(&       March 12, 2024 Item #8 Page 88 of 135 GRADING AND EROSION CONTROL AGREEMENT Project ID: COP 2020-0017 NAME OF APPLICANT: Scott Alexander Sarem and Kyra Bush Sarem, trustees or their successor trustee(s) under the Sarem Family Trust Dated July 17, 2008 DATE OF AGREEMENT: (referred to as "Ap~;r) ~ p'l,,, Ji '.JUZ.:,l- GRADING PERMIT NO.: 2021-0016 {referred to as "Grading Permit") LOCATION: 4005 Skyline Road , Carlsbad, CA 92008 (referred to as "Grading Site") OFFSITE LOCATION (IF ANY): _n __ / __ a __________________ _ (referred to as ' Offsite Grading Location") NAME OF DEVELOPMENT: Sarem Residence ------------------------(referred to as "Development") GRADING PLAN NUMBER: 531-1A ---,-...;..;.----,---,-----,--,----,,,..-----,.,--------(referred to as "Grading Plans and Specifications" SURETY/FINANCIAL INSTITUTION: American Contractors Indemnity Company ADDRESS: 625 The City Drive So., Ste. 205, Orange, CA 92868 TOTAL AMOUNT OF SECURITY: $651 ,279.90 -------------------------- TAXPAYER I.D. NO: AMOUNT OF SECURITY POSTED AS CASH $65,128 DEPOSIT: RECEIPT NO. 'tflltau AMOUNT OF SECURITY POSTED OTHER THAN CASH : $586,151.90 ____ ....._ ___________ _ SECURITY FORM FOR AMOUNT OTHER THAN CASH: _S_u_re_ty...__B_on_d ________ _ (Surety Bond, Letter of Credit) This agreement is made and entered into by and between the City of Carlsbad, California, a Municipal Corporation of the State of California, hereinafter referred to as City, and the Applicant. RECITALS A. The Applicant has applied for a Grading Perm i~ pursuant to Chapter 15.16 of the Carlsbad Municipal Code (hereinafter referred to as "Code"), to perform grading work including excavation, fill , installation of drainage facilities, installation of desiltation/retention basins, landscaping, erosion control or any combination thereof and storm damage protection, within the City of Carlsbad, State of California, more specifically described in the application for Grading Permit referred to above and incorporated by reference herein. 1 Q.',CISJ\LilndOevlPROJECT5'COl"\COP20200P2020-0017 s-m Resldonco • R,ok\B & A\GRAOING ANO EROSION CONTRCl. AGREEMENT.doc.REV 01125/13        March 12, 2024 Item #8 Page 89 of 135 novation shall relieve the Applicant of the obligations under Paragraph 10 for the work or improvement done by Applicant. 12. Time is of the Essence. Time is of the essence In this agreement. 13. Time for Commencement of Work: Time Extensions. Applicant shall commence substantial construction of the grading and erosion control work not later than three months prior to expiration of the Grading Permit I the event good cause exists as determined by the City Engineer, the time of commencement of construction may be extended. The expiration of the Grading Permit may also be extended by the City Engineer upon a showing of good cause and payment of a Grading Permit Extension Fee in he amount established by City Council Resolution. Neither extension shall be effective unless and until provided to Applicant in writing by the City Engineer. Any such extension may be granted without notice to the Applicant's Surety and shall in no way affect the validity of this agreement or release the surety on any bond given for the guarantee of performance of this agreement. As a condition of such extension , the City Engineer may require Applicant to furnish new security guaranteeing performance of this agreement as extended in an increased amount as necessary to compensate for any increase in construction cost as determined by the City Engineer. 14. No Vesting of Rights. Performance by Applicant of this agreement shall not be construed to vest Applicant's right with respect to any change in any zoning or building law or ordinance. 15. Notices. All notices required or provided for under this agreement shall be in writing and delivered in person or sent by mail, postage prepaid and addressed as provided In this paragraph. Notice shall be effective on the date it is delivered in person, or, if mailed, on the date of deposit in the United States Mail. Notices, security releases and refunds shall be addressed as follows unless a written change of address is filed with the City: Notice to City: Notice to Applicant: 760-533-2470 (Print Phone Number Here) Notice to Surety: (714) 740-7000 (Print Phone Number Here) City Engineer 1635 Faraday Avenue Carlsbad, CA 92008 Scott Alexander Sarem 6684 Lemon Leaf Dr Carlsbad, CA 92011 (Print Name and Address Here) FreddyAnvari American Contractors Indemnity Company 625 The City Drive So., Ste. 205, Orange, CA 92868 (Print Name and Address Here) 7 scott@everydayenergy.us (Print Email Address Here) fanvari@tmhcc.com {Print Email Address Here) Q:ICED1Land0ev\PROJECTS\CDF'ICOP2ll20\C0P2020-0017 Sa-em Resldonco • Ricl<IB & AIGRAOING ANO EROSION CONTRO. AGR ENT.docREV. 01125/13 EXHIBIT 12 March 12, 2024 Item #8 Page 90 of 135 DocuSign Envelope ID: A37 A3620-7C7D-4 777-B00E-544 ?EA 708FE6 RECORDED REQUESTED BY CITY OF CARLSBAD AND WHEN RECORDED PLEASE MAIL TO: City Clerk City of Carlsbad 1200 Carlsbad Village Drive Carlsbad, California 92008 Notice is hereby given that: DOC# 2023-0257426 111111111111111111111111111111111111111111 lllll 11111111111111111111111 Sep 21, 2023 03:01 PM OFFICIAL RECORDS JORDAN Z. MARKS SAN DIEGO COUNTY RECORDER FEES $0.00 (SB2 Atkins $0.00) PAGES: 1 Space above this line for Recorder's use. PARCEL NO: 207-072-21-00 NOTICE OF COMPLETION l. The undersigned is owner of the interest or estate stated below in the property hereinafter described. 2. The full names of the undersigned are City of Carlsbad, a municipal corporation and Carlsbad Municipal Water District (CMWD), a public agency organized under the Municipal Water Act of 1911, and a subsidiary district of the City of Carlsbad. 3. The full address of t he undersigned is 1200 Carlsbad Village Drive, Carlsbad, California 92008. 4. The nature of the tit le of the undersigned is: In fee. 5. A work or improvement on the property hereinafter described was completed on Sept. 6, 2023. 6. The name of the contractor for such work or improvement is Scott Alexander Sarem and Kyra Bush Sarem, trustees or their successor trustee(s) under t he Sarem Family Trust Dated July 17, 2008. 7. The property on which sa id work or improvement was completed is in the City of Carlsbad, County of San Diego, State of California, and is described as follows: CDP 2020-0017, Sarem Residence, SEC2149, DWG 531- lA, ROW2021-0729. 8. The street address of said property is 4005 Skyline Road, in the City of Carlsbad. CITY OF CARLSBAD/CARLSBAD MUNICIPAL WATER DISTRICT w q_ Geoff Patnoe, Assistant City Manager/Assistant Executive Manager VERI FICATION OF CITY CLERK/ SECRETARY I, the undersigned, say: I am the City Clerk/ Secretary of the City of Carlsbad/ Carlsbad Municipal Water District, 1200 Carlsbad Village Drive, Carlsbad, California, ~008; t e Assistant City Ma~~er / Assistant Executive Manager of said City/ Board on n--• \ 20P., accepted t he above described work as completed and ordered that a otice of Completion be filed. I declare under penalty of perjury that the foregoing is true and correct. Executed on ,,Sip±·\ j , 20..:h)at Carlsbad, California. CITY OF CARLSBAD/CARLSBAD MUNICIPAL WATER DISTRICT Q1L ANA MARIE ALARCON Deputy City Clerk/ Deputy Secretary Q:\Public Works\CM&IIA PRIVATE DEVELOPMENT\CDP\CDP 2020--0017 GR2021-0016 Sarem Residence\NOC-APIINOC SEC2149.doc March 12, 2024 Item #8 Page 91 of 135 DocuSign Envelope ID: A37A3620-7C7D-4777-B00E-5447EA708FE6 CITY OF CARLSBAD AND CARLSBAD MUNICIPAL WATER DISTRICT ACCEPTANCE OF PUBLIC IMPROVEMENTS COMPLETION OF PUBLIC IMPROVEMENTS Scott Alexander Sarem and Kyra Bush Sarem, trustees or their successor trustee(s) under the Sarem Family Trust Dated July 17, 2008, have completed the contract work required for CDP 2020-0017, Sarem Residence, SEC2149, DWG 531-1A, and ROW2021-0729. City forces have inspected the work and found it to be satisfactory. The work consisted of: Water (CMWD) Streets (City) IMPROVEMENTS (Specify if City or CMWD) $2,978 $4,135 VALUE CERTIFICATION OF COMPLETION OF IMPROVEMENTS 9/13/2023 Date CITY MANAGER'S/EXECUTIVE MANAGER'S ACCEPTANCE OF PUBLIC IMPROVEMENTS The construction of the above described contract is deemed complete and hereby accepted. The City Clerk or Secretary to the Board of Directors is hereby authorized to record the Notice of Completion and release the bonds in accordance with State Law and City Ordinances. The City of Carlsbad and Carlsbad Municipal Water District are hereby directed to commence maintaining the above described improvements. ~Q.- Geoff Patnoe, Assistant City Manager I Assistant Executive Manager APPROVED AS TO FORM: CINDIE K. MCMAHON, City Attorney/General Counsel By: GiM i:ruYtr~ Deputy City Attorney/Deputy General Counsel Date Q:\Public Worl<s\CM&IIA PRIVATE DEVELOPMENT\CDP\CDP 2020.(1017 GR2021-0016 Sarem Residence\NOC-API\API SEC2149.doc EXHIBIT 13 March 12, 2024 Item #8 Page 92 of 135 • C IT Y OF ~--~ CARLSBAD • 1 :. • Office of the City Attorney March 1, 2024 VIA EMAIL AND CERTIFIED MAIL Aannestad Andelin & Corn Attn: Lee Andelin, Esq. and Arie Spangler, Esq. 160 Chesterfield Drive, Suite 201 Cardiff-by-the-Sea, CA 32007 lee@aac.law: ariea@aac.law www.carlsbadca.gov RE: Josh and Terri Edwards Appeal of City Engineer Decisions -Sarem Residence (4005 Skyline Road, Carlsbad, CA, 92008) Dear Mr. Andelin and Mr. Spangler, Notice is hereby given that the City Council of the City of Carlsbad will hold a public hearing on Tuesday, March 12, 2024, at 5:00 p.m., at the City Council Chamber at 1200 Carlsbad Village Drive, Carlsbad, California to hear the Grading Ordinance Appeal of Josh and Teri Edwards. Copies of the staff report will be available on or after Friday, March 8, 2024. If you have any questions, please contact me at gina.herrera@carslbadca.gov or at 442.977.0057. If you would like to include written materials, please send those to me via email by 5:00 p.m. on Wednesday, March 6, 2024. Otherwise, you may submit correspondence directly to the City Clerk at clerk@carlsbadca.gov by no later than 2:00 p.m. on Tuesday, March 12, 2024, for distribution to the City Council. If you challenge the results of the appeal in court, you may be limited to only raising issues presented at the public hearing. Sincerely, Gina Herrera Assistant City Attorney City Attorney 1200 Carlsbad Village Drive I Carlsbad, CA 92008 I 442-339-2891 I 760-434-8367 fax EXHIBIT 14 March 12, 2024 Item #8 Page 93 of 135 CITY OF CARLSBAD Office of the City Attorney March 1, 2024 VIA EMAIL AND CERTIFIED MAIL Scott Sarem and l<yra Sarem 4005 Skyline Road Carlsbad, CA 92008 scott@everydayenergy.us www.carlsbadca.gov RE: Josh and Terri Edwards Appeal of City Engineer Decisions -Sarem Residence (4005 Skyline Road, Carlsbad, CA, 92008) Dear Mr. and Mrs. Sarem, Notice is hereby given that the City Council of the City of Carlsbad will hold a pub.lie hearing on Tuesday, March 12, 2024, at 5:00 p.m., at the City Council Chamber at 1200 Carlsbad Village Drive, Carlsbad, California to hear the Grading Ordinance Appeal of Josh and Teri Edwards. Copies of the staff report will be available on or after Friday, March 8, 2024. If you have any questions, please contact me at gina.herrera@carslbadca.gov or at 442.977.0057. If you would like to include written materials, please send those to me via email by 5:00 p.m. on Wednesday, March 6, 2024. Otherwise, you may submit corresponde·nce directly to the City Clerk at clerk@carlsbadca.gov by no later than 2:00 p.m. on Tuesday, March 12, 2024, for distribution to the City Cou nci I. If you challenge the results of the appeal in court, you may be limited to only raising issues presented at the public hearing. Gina Herrera Assistant City Attorney City Attorney 1200 Carlsbad Village Drive I Carlsbad, CA 92008 I 442-33~-2891 I 760-434-8367 fax EXHIBIT 15 March 12, 2024 Item #8 Page 94 of 135 March 6, 2024 Via Email Only Ms. Gina Herrera Assistant City Attorney City of Carlsbad 1200 Carlsbad Village Drive Carlsbad, CA 92008 THE JON CORN LAW FIRM 160 CHESTERFIELD D RIVE • SUITE 201 CARDIFF BY THE SEA • CALIFORNIA 92007 www.joncornlaw.com • 760-944-9006 Coastal Property Rights, Land Use & Litigation RE: Appeal of Engineering Decision for Sarem Residence (4005 Skyline Road)-Supporting Materials Dear Ms. Herrera, We represent Josh and Terri Edwards, owners of the property located at 4020 Sunny hill Drive in Carlsbad ("Edwards Property"). The Edwards Property is located adjacent to and directly to the west of the property owned by Scott and Kyra Sarem, located at 4005 Skyline Drive in Carlsbad ("Sarem Property"). The Sarem Property is the subject of an appeal of a City of Carlsbad Engineering Decision brought by the Edwards, which will be before the City Council on March 12, 2024. The Edwards are requesting that the City Council approve their appeal and invalidate, rescind, or void the City Engineer's decision to issue final approval for the Sarem grading permit, in accordance with Carlsbad Municipal Code, Section 15.16.11 0(B), which provides, in relevant portion: "The issuance or granting of a grading permit or approval of grading plans, specifications and computations shall not be construed to be a permit for, or an approval ot: any violation of any of the provisions of this chapter or any other chapter of this code. Permits presuming to give authority to violate or cancel the provisions of this chapter or any other chapter of this code shall not be valid." (Carlsbad Mun. Code, § 15.16.1 I 0(B) [ emph. added].) Since November 2022, after significant grading commenced on the Sarem Property, and on several occasions thereafter, the Edwards Property has been inundated by a. substantial and abnormal amount of surface water that collects along the rear fence line of the Sarem Property prin1arily during rainstorms (but also during periods of dry weather). The surface water is released from the catch basin on the Sarem Property in a concentrated flow that travels directly onto the Edwards Property and has caused serious damage to our clients' backyard landscaping and improvements. Moreover, the sudden and unexpected flo'vV of water onto the Edwards Property has frequently occurred in the middle of the night. In an effort to mitigate damages to their property and avoid damages to their home, the Echvards have frequently been forced to take emergency measures in the middle of the night in an e1fort to redirect surface water that comes gushing into their backyard from their shared property line, away from the foundation of their house and landscaping improvements. March 12, 2024 Item #8 Page 95 of 135 Ms. Gina llerrera City of Carlsbad RE: Appeal of Engineering Decision for Sarem Residence March 6, 2024 Page 2 of7 Below are photographs depicting the Edwards Property after the November 2022 storm: -----...n11.:u.a. .... ___ __....._ Edwards Property, J\Tovember 8. 2022 Ed·wards Property, November 8, 2022 See also, videos at the following links: • https://www.dropbox.com/scl/fi/5rz9lxc7lj8bvhcc0zexm/IMG 6558.MOV?rlkey=j81dy3ovd456e g5akl5idnu4b&dl=0 (January 16, 2023 Storm Event: concentrated storm water traveling from Sarem Property, through Edwards Property, causing damage and erosion to Edwards backyard.) • https://www.dropbox.com/scl/fi/ll9rj3ngtlcjfqydbwzwf/JMG 6566.MOV?rlkey=der3rrvua0y3fr2b 27ud ldyp7&dl=0 (January 16, 2023 Storm Event: concentrated storm water traveling from Sarem Property, through Edwards Property, causing damage and erosion to Edwards backyard.) • https://www.dropbox.com/scl/fi/l 4dommgrqck9x0920t5kl/IMG I 206.MOV?rlkey=iedeuvos6don jn9ayn2m3vpv4&dl=0 (February 25, 2023 Storm Event: concentrated storm water traveling from Sarcm Property basin, under property line fence, and onto Edwards Property.) March 12, 2024 Item #8 Page 96 of 135 Ms. Gina HeJTera City of Carlsbad RE: Appeal of Engineering Decision for Sarem Residence March 6, 2024 Page 3 of7 • https://www.dropbox.com/scl/fi/ccshd6vmlasy7e51oggna/IMG 6783.MOV?rlkey=a2kh2823filh3 volb5vii0g3r9&dl=0 (March 10, 2023 Storm Event: storm water basin and adjacent areas on Sarem Property.) • https://www.dropbox.com/scl/fi/96u8vv7p1heajuleninjj/IMG 6782.MOV?rlkey=10a015firnsb7gx rnk.pflwzflb5&dl=0 (March 10, 2023 Storm Event: concentrated storm water from Sarem Property flowing through Edwards Property.) • https ://www.dropbox.com/scl/fo/ 1 tvxb466dugl7hh8r66d3/h ?dl=0&e= 1 &preview=Stormwater+ Ru noff+-+4020+Sunnyhill+-+ 1.22.24+ Video+4.MOV &rlkey=vhs9zs95nkbcu3 3 knntbp4 fn8 ( January 22, 2024 Storm Event: concentrated storm water from Sarem Property flowing through 1-<:dwarcls Property.) • https://www.dropbox.com/scl/fo/1 tvxb466dugl7hh8r66d3/h?dl=0&e=l&preview=Stormwater+Ru noff +-+4020+Sunnyhill+-+ 1.22.24+ Video+ 2.MOV &rlkey=vhs9zs95nkbcu3 3 knnfhp4 fn8 (January 22, 2024 Storm Event: concentrated storm water from Sarem Property flowing through Edwards Properly.) The following photographs shO\.v the dramatic difference in impervious surface area at the Sarem Prope1iy before and during construction: . Sar em Property, prior lo construction of new residence, pickteball court, retention basin and additional impervious surfaces. March 12, 2024 Item #8 Page 97 of 135 Ms. Gina HeJTera City of Carlsbad RE: Appeal of Engineering Decision for Sarem Residence March 6, 2024 Page 4 of7 Sarem Property, afier construction ofne1-v residence and impervious siufc1ces including pickleball court and retention basin. Our cl ients have owned and resided at the Edwards Property since 2009. While the past year has been especially rainy, many storms have occuned during the past 25 years. The Edwards have never had issues with massive amounts of concentrated water flowing from the Sarem Property -or any other uphill neighbor's property -into their yard, prior to the commencement of the Sarems' construction activities. The Edwards understand that construction activities often result in a temporary increase in noise and dirt that can be an inconvenience for neighbors. However, the severe flooding and erosion that the Edvvards have experienced on their property is far beyond what any reasonable person could be expected to tolerate March 12, 2024 Item #8 Page 98 of 135 Ms. Gina Hen-era City of Carlsbad RE: Appeal of Engineering Decision for Sarem Residence March 6, 2024 Page 5 of7 from a neighbor's construction activities. Indeed, it has caused them a great deal of stress, anxiety and lost productivity at work, which equates to financial damages (as Mr. Edwards is forced to miss work to prepare their propc1ty every time a storm is on its way). Additionally, the Edwards believe that it will cost a significant amount of money to repair the damage that the erosion and flooding has caused to their backyard. Even after repairs are completed and the Sarem drainage issues are sufficiently addressed, the Edwards Property is likely to suffer stigma damages as a result of the storm water problems. Based on the amount of water that collected along the fence line and flowed directly and repeatedly onto the Edwards Property during construction, it is obvious that the Sarems and their contractors did not implement a proper construction stormwater pollution prevention plan ("SWPPP") prior to the conunencernent of construction, as required by section 15.04.020 of the Carlsbad Municipal Code. Nor did they follow section 15.16.120 of the Carlsbad Municipal Code, which requires the installation of erosion and sedin1entation control protective measures in advance of the start of the grading \Vork. Finally, the project was not built in compliance with its design. All of these deficiencies have led to massive amounts of water inundating the Ed\vards Property. The City of Carlsbad signed off on the grading permit, issued a notice of completion for the Sarem residence, and released the bond and deposit to the Sa.rems and/or their contractors without confirming that the drainage system was operating as designed and intended. In fact, at the time of final approval and sign otl: the system \Vas very obviously still deficient. In an effort to prevent the City from signing off on a deficient and improperly constructed drainage system, the Edwards frequently met with and communicated with multiple individuals at the City of Carlsbad starting in January 2023, to no avail. Based on the Edwards' multiple communications, the City knew that the project was not properly constructed, as it continued to cause damage to the Edwards' Property even after the Sarems' contractors indicated that their work was complete. City staff should not have given final signoff on the grading permit, release of bond, and notice of completion because of the multiple violations identified, which appear to be indisputable, regardless of whether the violations \Vere committed by the permittee in the course of completing construction or by the City itseU'. Specifically, these various signoffs by the City are improper because the construction does not comply ,:i.,ith section 15 .16. I 30(A)(3) prohibiting damage lo adjacent property; the construction docs not comply with section 15. l 6. l 30(A)( 5) requiring protection of downstream property from adverse impacts and increased surface ,,vater runoff; because the city engineer failed to conduct, or require the permittee to conduct, adequate testing as mandated by section 15.16. l 30(A); the post-construction runoff exceeds pre- construction runoff by more than 10% in violation of the city's BMP Design Manual ~ 2.3.2(a); the work is not in substantial compliance with the terms and conditions of the permit and a ll app licable code provisions as required by section 15.16.140; and the construction endangers adjacent property and vvas perfom1ed without application of all BMPs and city standards as required by section 15.16.170. Section 15.16.110( 13) provides that "[t]he issuance of a 6'1."ading permit based on approved grading plans, construction S WPPP, specifications and other data shall not prevent the city engineer.from thereafter requiring correction of errors in said plans, specifications and other data, or.from preventing grading opera/ions being carried on thereunder when in violation of this chapter or any other chapter of this March 12, 2024 Item #8 Page 99 of 135 Ms. Gina Herrera City or Carlsbad RE: Appeal or Engineering Decision for Sarcm Residence March 6, 2024 Page 6 of7 code." (Emphasis added.) City staff should not have provided final signoff without requiring correction of the violations identified in the notice of appeal. The Edwards retained Civil Engineer Brooke Spruit and Gcotechnical Engineer Josef Tootle ofEngeo to investigate the possible cause of the inundation of storm water onto the Edwards Property. (See Hydrologic Summary, dated March 5, 2024, attached.) Engeo found evidence of significant flows discharging from 4005 Skyline Road onto 4020 Sunnyhill Drive in a concentrated manner. They have not yet completed a full investigation. Based on their initial investigation, they believe this may be indicative of improperly constructed stormwater controls, including the bioretention basin and the drainage spreader that are not functioning in the intention of the proposed design. Engco believes this concentrated discharge may also be a result of limited capacity in the bioretention basin. Tt is also possible the drainage spreaders are not level or may be partially filled with sediment and may be causing an increased flow at the northern end of the spreader, resulting in a concentrated flow where the Edwards are experiencing elevated discharge. Engeo concluded that stormwater control measures were likely not constructed or installed to specification on the Sarem Property, resulting in elevated concentrated flow at one location rather than dispersed as intended. Indeed, regm·dless of the specific cause of concentrated flov,,, the Sarems also believe their projed v,,as negligently constructed and/or that their contractors did not follow applicable codes. Enclosed please find copies of complaints filed in two separate lawsuits brought by the Sarems against their contractors: (J) Sarem v. B1vJG Construction, San Diego Superior Court Case No. 37-2023-00049569-CU-NC, filed on November 15, 2023 , and (2) Sarem v. Chicweed Design & Landscape LLC, San Diego Superior Comt Case No. 37-2023-00054534-CU-BC-NC, filed on December 18, 2023. The allegations in these pleadings may be relied upon as judicial admissions by the Sarcms. (See Dang v. Smith (2010) 190 Cal.App.4th 646, 657 ["[A] pleaded fact is conclusively deemed true as against the pleader."].) We appreciate your consideration of this matter and look forward to presenting the Edwards appeal to the City Council on March 12, 2024. Sincerely, ~~ Arie L. Spangler cc: Clients Lee M. Andel in, Esq. Attachments: 1. IJydrologic Summary prepared by Brooke Spruit, PE, and Josef J. Tootle, GE, of Engeo, dated March 5, 2024; March 12, 2024 Item #8 Page 100 of 135 Ms. Gina llerrera City of Carlsbad RE: Appeal or Engineering Decision for Sarem Residence March 6, 2024 Page 7 of7 2. Complaint in Sarem v. B}vJG Construction, San Diego Superior Court Case No. 37-2023- 00049569-CU-NC, filed on November 15, 2023; and 3. Complainl in Sarem v. Chicweed Design & Landscape LLC, San Diego Superior Court Case No. 37-2023-00054534-CU-BC-NC, filed on December 18, 2023. GEOTECHNICAL ENVIRONMENTAL WATER RESOURCES CONSTRUCTION SERVICES COASTAL/MARINE GEOTECHNICS 3890 Murphy Canyon Road, Suite 200  San Diego, CA 92123  (858) 573-6900 Fax (888) 279-2698 www.engeo.com Project No. 24409.000.001 March 5, 2024 Josh & Terri Edwards 4020 Sunnyhill Drive Carlsbad, CA 92008 Subject: 4005 Skyline Road Carlsbad, California HYDROLOGIC SUMMARY References: 1. Toal Engineering, Inc. 2021. Hydrology Study, 4005 Skyline Road, Carlsbad, California. May 26, 2021. 2. Toal Engineering, Inc. 2021. Stormwater Quality Management Plan, 4005 Skyline Road, Carlsbad, California. April 14, 2021. Dear Josh & Terri Edwards: At your request and with your authorization, we performed a hydrologic review of the upgradient 4005 Skyline Road project based on the observed concentrated discharges you are experiencing on your property (4020 Sunnyhill Drive). We reviewed the referenced Hydrology Study and Stormwater Quality Management Plan in addition to publicly available documents provided by the City of Carlsbad for the 4005 Skyline Road project. We also reviewed photographs, videos, and correspondence provided by you which depict concentrated discharge onto your property from the recently reconstructed improvements at 4005 Skyline Road, located upgradient from you. The Hydrology Study presented runoff calculations in conformance with the San Diego County Hydrology Manual for the pre- and post-project condition. The hydrologic analysis indicated a pre-project 100-year runoff of 1.31 cubic feet per second (cfs) and a post-project 100-year runoff of 2.52 cfs. To match the pre-project flow rate of 1.31 cfs, the project requires a minimum detention storage of 363 cubic feet during the 100-year peak event. Based on our review of the study, we concur with the results of the study. We understand a detention and bioretention basin was constructed at 4005 Skyline Road that is intended to treat 363 cubic feet of water to match pre-development flow condition. The drainage was designed to convey runoff from roofs, drain inlets, and pipes to the rear of the site where an underground stormwater detention basin detains peak flows and flows are infiltrated through a bioretention unit and then dispersed through a 6-inch drainage spreader across the entire western end of the property. The intent of the spreader is to limit the concentration of post-development runoff from the property. Based on the design provided in Reference 2, this design is in conformance with the hydrologic requirements identified in the Hydrology Study to treat flows in conformance with San Diego County Low Impact Design (LID) requirements. We performed a site reconnaissance of the Property on November 21 and December 8, 2023, and observed the concentrated flow path as shown in the provided photos/videos. Based on our review and observations, it is evident significant flows are discharging from 4005 Skyline Road March 12, 2024 Item #8 Page 101 of 135 ENGEO -Expect Excellence------------------- Josh & Terri Edwards 24409.000.001 4005 Skyline Road March 5, 2024 HYDROLOGIC SUMMARY Page 2 onto 4020 Sunnyhill Drive in a concentrated manner. This may be indicative of improperly constructed stormwater controls, including the bioretention basin and the drainage spreader that are not functioning in the intention of the proposed design. Concentrated discharge may also be a result of limited capacity in the bioretention basin. Based on your correspondence with the City of Carlsbad and site inspection summaries, it appears construction stormwater pollution prevent program (SWPPP) best management practices (BMPs) may not have been fully implemented during construction activities after the bioretention unit and bioretention soil mix was in place. Elevated concentrations of sediment-laden flow were observed by City staff throughout the property due to lack of stormwater best management practices (BMPs) and may have impacted the percolation rate of the bioretention soil mix. This may result in a decrease in functionality and capacity of the bioretention system during high flows, and therefore, a decreased detention time and increased runoff during peak flows. Further, it is possible the drainage spreaders are not level or may be partially filled with sediment and may be causing an increased flow at the northern end of the spreader, resulting in a concentrated flow on your property where you are experiencing elevated discharge. Based on our site reconnaissance, it appears that a high volume of runoff from the drainage spreader is concentrating on the northern end, adjacent to your property and not fully utilizing the length of the spreader. In summary, it is our opinion that the stormwater control measures were likely not constructed or installed to specification resulting in elevated concentrated flow at one location rather than dispersed as intended. Further, the performance of the bioretention area may be resulting in less detention/infiltration capacity than designed. If you have any questions, please do not hesitate to contact us. Sincerely, ENGEO Incorporated Brooke Spruit, PE Josef J. Tootle, GE bs/jjt/cjn March 12, 2024 Item #8 Page 102 of 135 ------' --.......; f;_ ' Ic,, \ /0 ',\ I \:i . ~ J,¥1,41,;,f \'(0> 1 _,l\J/r V(/V V\_ ';-,_ WI N G E R T G R E B I N G B R U B A K E R & J U S K I E L L P 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 {00785411.DOCX} 1 COMPLAINT FOR BREACH OF CONTRACT AND NEGLIGENCE – Case No. STEPHEN C. GREBING, State Bar No. 178046 sgrebing@wingertlaw.com WINGERT GREBING BRUBAKER & JUSKIE LLP 1230 Columbia Street, Suite 400 San Diego, CA 92101-3370 (619) 232-8151; Fax (619) 232-4665 Attorneys for Plaintiff SCOTT SAREM SUPERIOR COURT OF THE STATE OF CALIFORNIA FOR THE COUNTY OF SAN DIEGO – NORTH COUNTY DIVISION SCOTT SAREM, Plaintiff, vs. BMG CONSTRUCTION, a sole proprietorship; JEFFREY PIVA, an individual; and DOES 1 through 20, inclusive, Defendants. Case No.: COMPLAINT FOR: 1. BREACH OF CONTRACT; AND 2. NEGLIGENCE COMES NOW PLAINTIFF SCOTT SAREM [hereinafter “SAREM”] by and through his attorneys, and alleges as follows: PARTIES 1. Plaintiff SAREM is, and at all times herein mentioned was, an individual residing in San Diego County and the joint owner of real property located at 4005 Skyline Road, Carlsbad, California 92008 [hereinafter “Subject Property”]. 2. Defendant BMG CONSTRUCTION is a sole proprietorship owned exclusively by Defendant JEFFREY PIVA [with BMG and PIVA hereinafter as “BMG”]. BMG is licensed to do business in San Diego County, California. BMG is a contractor licensed by the Contractor’s State License Board. /// March 12, 2024 Item #8 Page 103 of 135 WI N G E R T G R E B I N G B R U B A K E R & J U S K I E L L P 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 {00785411.DOCX} 2 COMPLAINT FOR BREACH OF CONTRACT AND NEGLIGENCE – Case No. 3. SAREM is ignorant of the true names and capacities of defendants sued as DOES 1-20, inclusive, and therefore sues those defendants by fictitious names. SAREM will amend this Complaint to allege their true names and capacities when ascertained. SAREM is informed and believes and thereon alleges that each of these fictitiously named defendants is legally responsible in some manner for the actions herein alleged, and that SAREM’s damages were proximately caused by their conduct. JURISDICTION AND VENUE 4. Venue for this action is proper in that all of the actions of Defendants as alleged herein which serve as the basis for the damages alleged by SAREM occurred and were performed in the County of San Diego, State of California. The contract entered into by SAREM and BMG was for services to be performed in the County of San Diego, State of California. The Subject Property is located in the County of San Diego, State of California. GENERAL ALLEGATIONS 5. On or about January 15, 2021, in San Diego County, California, SAREM entered into a written contract with BMG for the furnishing of labor, supervision, materials and supplies for the construction of a new residence on the Subject Property. A true and correct copy of the contract is attached hereto as Exhibit “A” – the “Contract”). The Contract also included a schedule of values for the costs associated with the various trades and suppliers. 6. Prior to contracting with BMG, SAREM retained several design professionals to provide plans, designs and specification for the remodel of the Subject Property. The plans, designs and specifications were reviewed and approved by the City of Carlsbad and building and grading permits were issued. The structural engineering plans provided the specifications for the structure to be built in the manner of the architectural plans and building plan approved by the City. The civil engineering plans called out all of the grading requirements as well as water remediation and drainage. 7. BMG’s estimated scope of work and the cost for the same as incorporated into the Contract were based upon the approved plans, designs and specifications for the Subject Property. BMG estimated the total construction cost to be $2,300,000. BMG was to be paid a fee of $259,000 /// March 12, 2024 Item #8 Page 104 of 135 WI N G E R T G R E B I N G B R U B A K E R & J U S K I E L L P 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 {00785411.DOCX} 3 COMPLAINT FOR BREACH OF CONTRACT AND NEGLIGENCE – Case No. to act as the general contractor for the Subject Property remodel. BMG had sole responsibility for estimating the cost of the project. 8. In the Contract, BMG agreed to do the following: a. Construct a new custom home according to the plans and specifications as shown on the approved drawings provided by Sarem; b. Observe all building requirements of the City of Carlsbad; c. Handle all inspections; d. Manage/supervise all subcontractors and suppliers hiring and scheduling; e. Only contract with licensed and insured subcontractors; and f. Indemnify and defend SAREM harmless from and against all claims and damages arising from any “act or omission” in the performance of services by BMG pursuant to the contract. 9. Unfortunately, there were several issues with the services performed by BMG at the Subject Property. Those issues included: a. Failing to enter into written contracts with subcontractors; b. Approving payment to subcontractors when substandard work had been performed; c. Contracting with unlicensed subcontractors; d. Hiring PIVA’s son (Bryant Piva Builders) without a contract and resulted in an increase in price from the estimate for framing to exceed over $100,000 from the budget provided by Piva in the contract; e. Representing the subcontractors were competent and had adequate experience; f. Failing to obtain competitive bids from suppliers and subcontractors; g. Failing to properly schedule and manage the project keep it on time and within the agreed upon budget; h. Failing to inspect the work of the subcontractors to ensure compliance with the building codes enacted by the City of Carlsbad, industry standards and the building and engineering plans and specifications for the project. As an example, BMG ordered and installed the wrong sized sliding doors. These doors were supposed to March 12, 2024 Item #8 Page 105 of 135 WI N G E R T G R E B I N G B R U B A K E R & J U S K I E L L P 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 {00785411.DOCX} 4 COMPLAINT FOR BREACH OF CONTRACT AND NEGLIGENCE – Case No. be 9 feet tall and installed using a flush beam according to both the architect’s and structural engineering plans that has been approved by the City. The error was the result of BMG’s failure to correctly read the plans and specifications and failing to consult with either the architect or the structural engineer as described in the attached letters from the architect and structural engineer. ; Another example was Piva’s representation that drainage work performed by CW Landscape was done correctly and that they were “Rock Stars.” In reality, Piva failed to check CW’s work against the civil engineering plans, which was a requirement of the grading permit, and the drainage failure caused significant damage and delay from December 2, 2022 through August 10, 2023. i. Failing to adequately prepare the project for inclement weather to prevent damage to the project and adjacent properties; and PIVA routinely failed to properly prepare the property for rain events. Many times PIVA would tell SAREM that it never rains and that concerns about the rain are overblown. When taken in the context of PIVA’s failure to supervise CW Landscape’s work, PIVA’s representations that the work was done properly when he failed to confirm that the drains were installed per the specifications in the grading plans. When PIVA failed to properly prepare for rain and water and mud runoff flowed onto SAREM’s neighbors below him. PIVA admitted that his actions caused the damage and he agreed to pay to fix the damage to the neighbors’ property as a result of PIVA’s negligence. The faulty drainage that was installed by CW Landscape, who was recommended by PIVA, caused significant damage to the property from December 2, 2022 to August 10, 2023. It is important to note that once the drainage was fixed and installed in accordance with the Civil Engineering grading plans, Carlsbad experienced a once in a lifetime tropical storm where 3 inches of rain fell in 24 hours on August 21, 2023. The result was that the system worked and the runoff to the neighbor’s property as well as the runoff in the front of SAREM’s home and front door was successfully diverted to the water retention system that was supposed to have been operational by March 12, 2024 Item #8 Page 106 of 135 WI N G E R T G R E B I N G B R U B A K E R & J U S K I E L L P 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 {00785411.DOCX} 5 COMPLAINT FOR BREACH OF CONTRACT AND NEGLIGENCE – Case No. December 2, 2022. Had the water remediation plans been followed, the damage and delay incurred at the property would not have occurred. 10. The failure of BMG to properly manage and supervise the project resulted in damage to the Subject Property and an adjacent property. In December 2022, there were significant rain events at the Subject Property. As a result of the construction issues identified above, the Subject Property experienced significant flooding issues and resultant damage. The rear of the Subject Property flooded and there were mudslides. The flooding and mudslides extended to the neighbor’s property and resulted in significant damage to the property. 11. The cause of the flooding and damage was the failure of BMG and the landscape to install the drainage components in compliance with the grading permit and plans and specifications. As a result, the drainage and water retention basin improvements did not function as intended. However, BMG had represented to SAREM the drainage improvements had been inspected and approved in accordance with the civil engineering plans and grading permit. This was false. 12. The City of Carlsbad was notified of the flooding/mudslide events. The project civil engineer, Toal Engineering, was advised of the flooding and mudslides. The City and Toal Engineering initiated an investigation. It was determined the cause of the flooding and mudslides was the defective work of the landscape contractor and BMG’s failure to supervise the installation and secured the required testing of the drainage system. 13. As a result of the issues at the Subject Property, the City of Carlsbad required the installation of a much more stringent BMPs be instituted at the Subject Property to prevent further flooding and damage, including the installation of a concrete lined v-ditch. The original BMP budget in the Contract was $18,000. As a result of the City’s new requirements and heightened scrutiny, the BMPs cost was $150,000. 14. PIVA admitted that his negligent behavior caused damage to the adjacent property and paid the neighbor in addition to fixing the damage to the neighbor’s structure. 15. In April 2023, BMG left the project and did not complete its scope of work as provided in the Contract. BMG had been paid the entirety of its fees under the contract. SAREM was left with /// March 12, 2024 Item #8 Page 107 of 135 WI N G E R T G R E B I N G B R U B A K E R & J U S K I E L L P 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 {00785411.DOCX} 6 COMPLAINT FOR BREACH OF CONTRACT AND NEGLIGENCE – Case No. no alternative but to retain and other general contractor to complete the work at significant additional cost and expense to SAREM. 16. In total, SAREM paid $275,000 to BMG for its services at the Subject Property under the Contract. Although the entire fee had been paid to BMG, the project was only half finished. BMG was overpaid by SAREM. 17. The construction was supposed to be finished and a final certificate of occupancy was supposed to be completed by March 2023. Delays caused by the drainage issues and an overall lack organization resulted in PIVA being paid in full and then moving on from the project before it was finished even though he had been paid for a completed project. 18. Upon the departure from the project, SAREM learned BMG had not entered into contracts with the framer (Bryant Piva Builders), grader (JC Grading) and concrete supplier/installer (Nolan Concrete). 19. Because no contracts had been secured, these subcontractors (including the plumbing subcontractor – Ironwood Plumbing) were not bound to the verbal estimates they had provided BMG. As a result, the budgets for grading, masonry walls/foundation, framing and plumbing as provided for the in Contract were grossly exceeded, resulting in additional cost and expense to SAREM. This could have been avoided had BMG entered in to contracts with these subcontractors as was required by the Contract. In fact, in subsequent conversations between PIVA and SAREM, PIVA stated that “time and material contracts are how homeowners get screwed,” as he was referencing work after he had left. PIVA knew that his price estimates were incorrect and proceeded to hire his friends and family to perform work as time and material, with no set price and not timeframe for finishing work. FIRST CAUSE OF ACTION (Breach of Contract – Against All Defendants) 20. SAREM re-alleges and incorporates, as though fully set forth herein, Paragraphs 1 through 18, inclusive. 21. The Contract entered into by SAREMS and BMG specified general contracting services BMG was to perform at the Subject Property for the construction of a new residence. The obligations imposed upon BMG included: March 12, 2024 Item #8 Page 108 of 135 WI N G E R T G R E B I N G B R U B A K E R & J U S K I E L L P 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 {00785411.DOCX} 7 COMPLAINT FOR BREACH OF CONTRACT AND NEGLIGENCE – Case No. a. Constructing a new custom home according to the plans and specifications as shown on the approved drawings provided by Sarem; b. Observing all building requirements of the City of Carlsbad; c. Handling/scheduling/coordinating all inspections; d. Managing/supervising all subcontractors and suppliers hiring and scheduling; e. Contracting only with licensed and insured subcontractors; and f. Indemnifying and defending SAREM harmless from and against all claims and damages arising from any “act or omission” in the performance of services by BMG pursuant to the Contract. 22. SAREM performed all of the obligations imposed upon him under the Contract. 23. BMG failed to perform its obligations under the Contract by failing to complete the services as established in the Contract, both in time and cost, and in conformance with the standards set forth in the Contract. 24. BMG also failed to properly contract, supervise and manage the work of the subcontractors and material suppliers at the Subject Property as it was required to do so under the Contract. This resulted in the delays in the completion of the work and additional cost to finish or correct work to conform to the appropriate building standards and the plans and specifications, and budget overruns. The failure to adequately supervise and oversee the work of the subcontractors, and test the same upon “completion,” also resulted in damage to a property adjacent to the Subject Property. BMG failed to defend and indemnify SAREM against claims for damage made by third parties arising from services performed by BMG. Lastly, although BMG had been paid by SAREM all of the fees provided for the in the Contract, BMG did not complete its scope of work and left the project half finished. 25. As a direct and proximate result of the multiple breaches of Contract by BMG, SAREM has been harmed and damaged in an amount in excess of $800,000. /// /// /// March 12, 2024 Item #8 Page 109 of 135 WI N G E R T G R E B I N G B R U B A K E R & J U S K I E L L P 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 {00785411.DOCX} 8 COMPLAINT FOR BREACH OF CONTRACT AND NEGLIGENCE – Case No. SECOND CAUSE OF ACTION (Negligence – Against All Defendants) 26. SAREM re-alleges and incorporates, as though fully set forth herein, Paragraphs 1 through 24. 27. BMG owed certain duties to SAREM to exercise reasonable care in performing its services at the Subject Property, including, but not limited to, the performance of the work in accordance with the project plans and specifications, with local building codes and standards of the construction industry. 28. Notwithstanding these duties, BMG breached its duties to SAREM by negligently, carelessly and wrongfully failing to perform its services at the Subject Property in accordance with the plans and specifications, with local building codes and the standards imposed by the construction industry by generally failing to use reasonable care in connection with its performance of construction services at the Subject Property. 29. As a direct and proximate result of the negligence of BMG, SAREM has been harmed and damaged in an amount in excess of $800,000. PRAYER FOR RELIEF SAREM requests judgment be entered in his favor and requests the following be awarded: 1. For compensatory, general and consequential damages according to proof in a sum in excess of $800,000.00; 2. For interest and penalties as provided by statute and/or contract; and 3. Such other further relief as the Court deems just and proper. Dated: November 15, 2023 WINGERT GREBING BRUBAKER & JUSKIE LLP By: STEPHEN C. GREBING Attorneys for Plaintiff SCOTT SAREM March 12, 2024 Item #8 Page 110 of 135 WI N G E R T G R E B I N G B R U B A K E R & J U S K I E L L P 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 {00785411.DOCX} 9 COMPLAINT FOR BREACH OF CONTRACT AND NEGLIGENCE – Case No. INDEX OF EXHIBITS TO COMPLAINT EX Description Page No. 1. Construction Contract 10 - 14 March 12, 2024 Item #8 Page 111 of 135 I -I EXHIBIT A PAGE 10March 12, 2024 Item #8 Page 112 of 135 CONSTRUCTION AGREEMENT This coristn.&t.1ion "Agreement" is entered into this 1st day of November, 2021, by and between BMG ComtrtKtioa. a sole proprietorship. hereinafter c:aJ1ed "'Contractor''. License No #746131(active), and #45502l(mactive)., whose address is PO Box-131433, C'..arlsbad. C..a 92013 and Scott Sarem, a married man. hereinafter called "Owner", who,se address is 3935 Skyline Drive. Carlsbad, Ca. 92008 The Construction Lender is TBD The Architect/Designer is Todd Bnzzoa, AIA, (619) 677-3224 BMG Construction. "Contractor", is a C',eneral Contracting firm cnpged in the business of residential and commercial construction. Contractor represents and warrants that it is duly licensed and bonded u n:quircd by law, and that said license and bond is current and in good standing as of the date of this Agreement Owner desires to enter into this Agreement with Contractor for the cotlstruetion services set forth bdow: I . Services-Contractor agrees to remove/demo the existing home and then construct a ne\V Custom Home at the address of 4005 Skyline Rd. Carlsbad, Ca. 92008, according to the plans and specifications as shown on the approved drawings provided by the Owner, which were dra-wn by the above referenced architect. Contractor will observe an building requirements by the City of Carlsbad. California and enforce an saf ecy practices standard to the industry, handle an in~'tions, managc/supavise all subcontractors and supplier hiring and scheduling. handle required lien releases., and is.w.e project payments with the Owner's approval The Owner's preferences and approval '!Nill be the first priority (within the means of the budget and the Owner's ability to pay) as the project proceeds Contractor ,.,,;u also provide 2 million doitar (aggregate) liability policy. Contractor v.iU ooly hire property licensed and insured subccmtnn."ton. Contractor and Owner'lJ.'ill agree on a project budget and Contractor will manage and adjust u needed during the construction. 2. Feo-Owner agrees to pay Contractor a fixed sum of2,293.000.00 Dollars, over a period of74 weeks or k.-ss. plus the pro-rated cost for liability insurance (approx 3Jl7T The supervision (contractor's fee) is 259.(100. J. Term~ledlod of Payments• The insurance premium is to be paid within 7 days prior to the start of construction. The Contractor's fee will be paid by the Owner according to the following schedule: Contractor to invoice Owner $7,000. every other week, starting from the Owner's "Notice to Proceed" and will continue until final inspection is completed. Contractor will not biH for non performing work weeks (rain/etc). Fmal payment is due no la.er than 14 days after final inspection and punch list is completed. Payments to be made by check: or fund control voucher payable to Contractor, subcontractors, or suppli~ unless otherwise Bf,rn::cd upon Pagel of 4 EXHIBIT A PAGE 11March 12, 2024 Item #8 Page 113 of 135 -t Exdus•)ns-Contrac:tof' 1101 responsible for any Labor. Mate-rials. Servi«:~. Permit.-;. <"'!" Co~. perl.lltt~.,g t!." :my work ror.~tb:i or~""-~ ~y the o-:,..,,e .. out,ide of t1:h contract. 0-., • ~,, also agJ--.~e<-to reimburse C:.-·,1ractorfor aP'-cost asso,:,a:~·..l v.Tth thi~ pr,, e;:l 5. lademaifit·;ttioa-Owner will defend. intkmnify and holu Contractor and it's affiliates. aoo their respe.:tivt..: officcn. directon, emph.lyecs. and 1ge:1ts h3rmless mvn and ~mst •nv and all claim'-acti(H1~. p~ings, judgment~ expco~, dc:m,1:0;,,:,. and lit~1ti:,'='•; (includ ng ,., !.hoot lirr..:t:at:.::·t: anom~ . ..,· lt:I;":> and cot::-: costs) "' !0 : n:ay resul: . •. ·•m 1ny actic,r. A't:'1is Agreer! er,~ aey ad or ommion bJ· o~ ner. hs agents. rrprr,ent2lbves. <iffi cers. <bre~tt.'t1-, and emp~m ees ansrng 1)u! 0f \ms Agreem~:1t Tt-.;1 secti¢t, ~hall survive be·.-ond the tem,,n:.Hi.:.,n of the Ag:eement. 6 lndemnifkatio11-C:w:ract.or "'' l d,·:~·nd. indc·:-::'.·:f,_ and hold ci,.~·1...,-and it':, a:ff: ;:;:6., arld th~:: '.,'.:-'JcctiYe off~ers dfrecttY<-.:r:·:·loyccs.. i~;: 2. ... ~ents harri:~,., from .-nJ :{gainst any a.ud aH da1,1h., a.:.:!it)n~ pH,~-«<l1~gs. f::cigwcnu.. e"<p~rh.o, damages, !r:d liabilities foh.:luding without :imitation. au0n.~y~· fees and '":zurt costs! '.,hich w.y re,;.Jh from a~:y anion of this Agr~ement, ~m~ art or omi5sion by Contractor. ~1, r.,.p...,or. .... , ••. ~:, ,_,. offi".-· ·, t ........ t,...,."' a~·· ..... ,..,10\'-s 'ir·,, ... 1.· ~•t ot·tl :, :j. .,_ "''°' f'-1•~'"-"~....._~ "i_.;..:,., \..,'-,, , '-..,,, '\."'l~ t~_.,_ ..,._•~ ~ ,,,' 'l;_:it;; ..,., ,,, ::' \"..J ., ,' As,ree:'·ent. ·n,is ,e.:.< n s.haH sa:~, .. ;., ..:.· t>eyond. C' t-e 'linatit.XI • '•h. ~grc-cmc~ -Relationship of the Part.it~-The rclations.hip of the pan:t::. under th,~. At-7ccmcnt b t:1.u of :n::tperi~~ent cont:-<'i>-.:tor::. and not tn3! ('•:' employe: ~m:,loyec, prir.cipal.lagent, p:. • ,. ,·· .~~:p. joint· ... :~-_: .. e or rep-e-:-.tr:r.ctl\ e. 8. 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'~ ~otice-f .acr :1t1ficc. demand. request ror (cha"lt'), «:,· oth~:~ commur:[catic,n required \,r pcrmittco r.::1der this Ag:-ee··ne11t must b(; :7, wntin&. sigru .. ~3 by a duly au:hn:-ized r~presentt1;.1vl'. the part:. !W:ing notice .1.nC: :elivered ::, i.he ,"1dress ~ho\\n below. as r;::<L .tbie. Th:-.,:.f ..:e will he .:ee-r· ~xi gi\'¢" .: _:i, .. :rcd and ,:·~·~·('ct:·,,e if by i'.~ .. d~:;~, :· •. upon re;;,..i· :yr by VS : .. L, on the 3~ ;.y_;, ~es.s day ::!lt .. ·!t)Ol>itcd .... ,•-,·11:,..,.i,r .. ,,.;-:.t ,-,.) lli.,;1, """b· .·,· ... r ... ;(J .... ,..,.,, 'f'""".::. ,-5' ... !,. r. ..... r· ... v· dw f .. (•.;.;~":-. 11_ .. ~"'• •~•.i•~'-'"~!'1-.. \;1\,;\.I ...... ! -.\ 1 """'"~'·"'~-:-·•" ._1,,_;u ,....,.. ~u ...... u.. .. ~ ~•-A._ ... -... " ,,.~ ...,..11 ....... \;;. \.vith writtec :,r oral contirn:.1t1rin o(reccip'. -.}r by dcctroni.:: rransmiss1on [e-mail) with confrmat,nn of receirH n1 t.e'(t. :\'1,tk~ 10 C:mtrac-tor'. :-;\rG Cons·-:.1,:::' n :•0 8()X-1:: : - Carlsb,:,i Ca 920 I ~ Cell ~ ii6:.) 500-1.:: "'(, Z'-•"1a1l-<_.c-ff;·:. ,.?•idood r,:c.- '-otic:t-to O" m·, c;,,otl Sare·: EXHIBIT A PAGE 12March 12, 2024 Item #8 Page 114 of 135 EXHIBIT A PAGE 13March 12, 2024 Item #8 Page 115 of 135 !6 Sdled..,_ ConU'I.QOr ha an csumued ~ duracn of 74 weck.s. Jf Conuaaot is unable to compl~ the project in 11,e es.tinwed time due 10 ~ pen~. or ct~ ddays caused by tlie lack olperf~ by she fontnclOr. C~ will n« be dig,1,l,c for adddiomal ~oa. If c;omplco.m is Jipmcandy dd&yed (4 ~ 0€ more) due 10 dlmaa made by the~. or the Owner's~ or dtiayed by nm~ conditiMS (sud, as~. back orders.. -Vor ddaycd materials) Con~ .. ;n then be due fair and ~le com~ line with this agreement. Time is oftbe essence, a~ sdectlle mould be .-eec1 upon by badl panics which wiU be jointly amended based on the progreu. and/or~ ~c.1r differing ~tc coudmom u deerr.led ~ by borh panies. 7 Eacitt A~emetd/A~u... Agreement cons.titutcS the entire agrccmem hc1wcen the parties respca to 1hc subiea maer ~ as o(thc <blc bercof and su~ aU prmous •~ r~~ proposals. discussi~ and Uftder. standing. whether 111niam or or.d, between the panics (unlefl ~IC flOlod within the body ol'tbis documcm:). By law.~ is al day riptflllcaalladoa for twOwaer ia npnh •dais~ Tim Aveem•t may be amacled modif".ed. o.-tv~tN by mutaial writtea coasent oe<'Uted by die parties -41..-N atuduaeot or* original ag, et:d 11pOa propmaL Notes « Addcndums.. be attached). 0waer $'1,1 & <bk Scuu Sarcm 5H-:?470 EXHIBIT A PAGE 14March 12, 2024 Item #8 Page 116 of 135 S0¥#2004 811G Construction WI N G E R T G R E B I N G B R U B A K E R & J U S K I E L L P 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 {00782537.DOCX} 1 COMPLAINT FOR BREACH OF CONTRACT AND NEGLIGENCE – Case No. STEPHEN C. GREBING, State Bar No. 178046 sgrebing@wingertlaw.com TAYLOR A. GETMAN, State Bar No. 328954 tgetman@wingertlaw.com WINGERT GREBING BRUBAKER & JUSKIE LLP 1230 Columbia Street, Suite 400 San Diego, CA 92101-3370 (619) 232-8151; Fax (619) 232-4665 Attorneys for Plaintiffs SCOTT SAREM and KYRA SAREM SUPERIOR COURT OF THE STATE OF CALIFORNIA FOR THE COUNTY OF SAN DIEGO – NORTH COUNTY DIVISION SCOTT SAREM and KYRA SAREM, Plaintiff, vs. CHICWEED DESIGN & LANDSCAPE, LLC, dba CW DESIGN, a California limited liability company; and DOES 1 through 20, inclusive, Defendants. Case No.: COMPLAINT FOR: 1. BREACH OF CONTRACT; AND 2. NEGLIGENCE COMES NOW PLAINTIFFS SCOTT SAREM and KYRA SAREM (hereinafter “SAREMS”) by and through their attorneys, and allege as follows: PARTIES 1. Plaintiff SAREMS are, and at all times herein mentioned were, married persons residing in San Diego County and the joint owner of all real property located at 4005 Skyline Road, Carlsbad, California 92008 (hereinafter “Subject Property”). 2. Defendant, CHICWEED DESIGN & LANDSCAPE, LLC dba CW DESIGN (hereinafter “CW DESIGN”) is, and at all times herein mentioned was, a limited liability company registered in California and doing business in San Diego County, California. 3. SAREMS are ignorant of the true names and capacities of defendants sued as DOES 1- 20, inclusive, and therefore sues those defendants by fictitious names. SAREMS will amend this March 12, 2024 Item #8 Page 117 of 135 WI N G E R T G R E B I N G B R U B A K E R & J U S K I E L L P 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 {00782537.DOCX} 2 COMPLAINT FOR BREACH OF CONTRACT AND NEGLIGENCE – Case No. Complaint to allege their true names and capacities when ascertained. SAREMS are informed and believe and thereon allege that each of these fictitiously named defendants is legally responsible in some manner for the actions herein alleged, and that SAREMS damages were proximately caused by their conduct. JURISDICTION AND VENUE 4. Venue for this action is proper in that all of the actions of Defendants as alleged herein which serve as the basis for the damages alleged by Plaintiffs occurred and were performed in the County of San Diego, State of California. The contract entered into by SAREMS and CW DESIGN was for services to be performed in the County of San Diego, State of California. The Subject Property is located in the County of San Diego, State of California. GENERAL ALLEGATIONS 5. On or about October 28, 2022, in San Diego County, California, SAREMS entered into a written contract and several change orders thereafter with CW DESIGN for the furnishing of labor, supervision, materials and supplies for remodeling work to be performed on the Subject Property, including in part the installation of irrigation, pavers, drainage, emitters and plant materials. Ultimately, CW DESIGN completed its work in August 2023. A true and correct copy of the contract is attached hereto as Exhibit “A”. 6. Prior to contracting with CW DESIGN, the SAREMS retained Toal Engineering to provide civil engineering services for the Subject Property. The design included the installation of a water retention basin. The water retention basin required extensive drainage and emitter improvements in order to be operational. The design incorporated the use of emitters throughout the Subject Property with the intention to capture the water and deliver it to the retention basin. The civil engineering plans were reviewed and approved by the City of Carlsbad and a grading permit was issued. 7. CW DESIGN’s estimate for the performance of its services at the Subject Property was based upon the civil engineering plans of Toal Engineering as approved by the City of Carlsbad. Pursuant to the express terms of the contract, CW DESIGN was obligated to provide all “materials and to perform agreed upon intended design concept as depicted in drawings and photos as agreed March 12, 2024 Item #8 Page 118 of 135 WI N G E R T G R E B I N G B R U B A K E R & J U S K I E L L P 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 {00782537.DOCX} 3 COMPLAINT FOR BREACH OF CONTRACT AND NEGLIGENCE – Case No. upon with client.” 8. CW DESIGN began performing services at the Subject Property in November 2022. It installed the drainage line and emitters. However, there were major problems with the work performed by CW DESIGN. 9. First, the Toal Engineering plans called for the installation of a solid drain line from the water retention basin to the emitters. CW DESIGN supplied and supplied a perforated drain line. 10. Second, CW DESIGN installed the drain lines with negative slope such that any draining water captured by the emitters did not flow to the water retention basin but back towards the rear of the Subject Property and a neighbor’s property. The drain lines were also installed at improper heights and not in conformance with the Toal Engineering plans and the City of Carlsbad grading permit. 11. Third, CW DESIGN installed the emitters at the wrong height such that water intended to drain from the Subject Property could not do so. 12. Fourth, CW DESIGN installed the remainder of the drain lines on the Subject Property with negative slope such that water captured by the system flow back towards the residence on the Subject Property as opposed to the intend location. 13. Fifth, when CW DESIGN installed the drain lines, it failed to compact the soil to the specifications provided in the Toal Engineering plans and the City of Carlsbad grading permit. 14. Sixth, pursuant to the City of Carlsbad grading permit, CW DESIGN was required to have the drainage system it installed inspected and tested by Toal Engineering during construction. CW DESIGN failed to do so. This proved to be a monumental failure. 15. Finally, part of CW DESIGN’s scope of work was to dig trenching for the installation of low voltage wiring and irrigation. The grading permit required these trenches to be compacted to certain standards once compacted. CW DESIGN failed to do so. 16. In December 2022, there were significant rain events at the Subject Property. As a result of the construction issues identified above, the Subject Property experienced significant flooding issues and resultant damage. The rear of the Subject Property flooded and there were mudslides. The flooding and mudslides extended to the neighbor’s property and resulted in March 12, 2024 Item #8 Page 119 of 135 WI N G E R T G R E B I N G B R U B A K E R & J U S K I E L L P 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 {00782537.DOCX} 4 COMPLAINT FOR BREACH OF CONTRACT AND NEGLIGENCE – Case No. significant damage to the property. 17. The City of Carlsbad was notified of the flooding/mudslide events. Toal Engineering was advised of the flooding and mudslides. The City and Toal Engineering initiated an investigation. It was determined the cause of the flooding and mudslides was the defective work of CW DESIGN. 18. As a result of the issues at the Subject Property, the City of Carlsbad required the installation of a much more stringent BMPs be instituted at the Subject Property to prevent further flooding and damage, including the installation of a concrete lined v-ditch. The original BMP budget was $18,000. As a result of the City’s new requirements, the BMPs cost $150,000. 19. CW DESIGN was immediately made aware of the failures and resultant damage at the Subject Property as well as the damage to the neighbor’s property. From December 2022 through July 2023, it attempted to repair and correct the drainage issues at the Subject Property. It was unable to do so. This prevented SAREMS from completing work at the Subject Property and moving into the residence as planned. This resulted in additional and unanticipated costs and expenses to SAREMS. 20. As a result of CW DESIGN’s failure to repair and correct the drainage and related issues, SAREMS were left with no choice but to retain a new contractor to repair and correct the issues with the work of CW DESIGN. This resulted in additional and unanticipated costs and expenses to SAREMS. 21. There were other issues with the work of CW DESIGN at the Subject Property, including but not limited to: a. Piling of dirt onto the pool coping which resulted in staining, discoloration and scratches; b. Piling of dirt against the residence which resulted in staining and discoloration of the stucco; c. Improper installation of the lighting in the masonry walls, including location and exposure of live wiring; d. Non-functioning pavilion lights; e. Installation of substandard irrigation valves; March 12, 2024 Item #8 Page 120 of 135 WI N G E R T G R E B I N G B R U B A K E R & J U S K I E L L P 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 {00782537.DOCX} 5 COMPLAINT FOR BREACH OF CONTRACT AND NEGLIGENCE – Case No. f. Failure to follow the landscape plan for the installation of plant materials; and g. Improper installation of wall lights requiring four separate stucco repairs. 22. In total, SAREMS paid $165,547.93 to CW DESIGN for its services at the Subject Property. 23. As a result of the defective and non-compliant services performed by CW DESIGN, the construction of the Subject Property was severely delayed. This resulted in the delay of the work of other trades. Further, SAREMS were required to retain a competent contractor to repair and complete the work of CW DESIGN, at additional cost and expense. The delay caused SAREMS to incur unanticipated additional costs and expenses associated with alternative housing. SAREMS also bore the cost and expense of repairing the damage to their neighbor’s property as a result of the flooding and mudslide. There are additional damages SAREMS incurred which will be further identified in discovery. 24. Finally, CW DESIGN, aware of the issues identified above, caused to be filed a mechanic’s lien on the Subject Property in the amount of approximately $30,000 for monies it alleges are owed to it for work performed at the Subject Property. SAREMS believe and thereon allege this was done with a malicious intent and in bad faith as an effort to leverage SAREMS to pay the outstanding amount to CW DESIGN. The recording of the lien has caused SAREMS lender to declare a default of the construction loan for the Subject Property. FIRST CAUSE OF ACTION (Breach of Contract – Against All Defendants) 25. SAREMS re-alleges and incorporates, as though fully set forth herein, Paragraphs 1 through 24, inclusive. 26. The contract entered into by SAREMS and CW DESIGN specified work CW DESIGN was to perform at the Subject Property. 27. Section 8 of the contract specifically provided “Contractor shall provide its services and meet its obligations under this contract is a timely and professional workmanlike manner.” 28. SAREMS performed all of the obligations imposed upon them under the contract. 29. CW DESIGN failed to perform its obligations under the contract by failing to complete March 12, 2024 Item #8 Page 121 of 135 WI N G E R T G R E B I N G B R U B A K E R & J U S K I E L L P 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 {00782537.DOCX} 6 COMPLAINT FOR BREACH OF CONTRACT AND NEGLIGENCE – Case No. the work as established in the contract, both in time and cost, and by failing to perform completed work in a “professional workmanlike manner.” 30. CW DESIGN also failed to properly supervise and manage the construction work at the Subject Property as it was required to do so under the contract. This resulted in the delays in the completion of the work under the contract and additional cost to correct its work to conform to the appropriate building standards. 31. As a direct and proximate result of the breach of contract by CW DESIGN, SAREMS have been harmed and damaged in an amount in excess of $600,000. SECOND CAUSE OF ACTION (Negligence – Against All Defendants) 32. SAREMS re-alleges and incorporates, as though fully set forth herein, Paragraphs 1 through 31. 33. CW DESIGN owed certain duties to SAREMS to exercise reasonable care in performing its respective work at the Subject Property, including, but not limited to, the performance of the work in accordance with the plans and specifications, in accord with local building codes, in a “professional workmanlike manner” and preventing cost overruns, delays and allowing the recording of mechanics liens. 34. Notwithstanding these duties, CW DESIGN breached its duties to SAREMS by negligently, carelessly, and wrongfully failing to perform its respective work at the Subject Property, in accordance with the plans and specifications, in accord with local building codes, in a professional workmanlike manner and preventing cost overruns, delays and allowing the recording of mechanics liens, and generally, in failing to use reasonable care in connection with its performance of construction services at the Subject Property. 35. As a direct and proximate result of the negligence of CW DESIGN, SAREMS has been harmed and damaged in an amount in excess of $600,000. / / / / / / / / / March 12, 2024 Item #8 Page 122 of 135 WI N G E R T G R E B I N G B R U B A K E R & J U S K I E L L P 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 {00782537.DOCX} 7 COMPLAINT FOR BREACH OF CONTRACT AND NEGLIGENCE – Case No. PRAYER FOR RELIEF WHEREFORE, SAREMS pray for judgment against CW DESIGN and requests the following be awarded: 1. For compensatory, general and consequential damages according to proof in a sum in excess of $600,000.00; 2. For interest and penalties as provided by statute and/or contract; and 3. Such other further relief as the Court deems just and proper. Dated: December 18, 2023 WINGERT GREBING BRUBAKER & JUSKIE LLP By: STEPHEN C. GREBING TAYLOR A. GETMAN Attorneys for Plaintiffs SCOTT SAREM and KYRA SAREM March 12, 2024 Item #8 Page 123 of 135 WI N G E R T G R E B I N G B R U B A K E R & J U S K I E L L P 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 {00782537.DOCX} 8 COMPLAINT FOR BREACH OF CONTRACT AND NEGLIGENCE – Case No. INDEX OF EXHIBITS TO COMPLAINT EX Description Page No. 1. Construction Contract 9 - 16 March 12, 2024 Item #8 Page 124 of 135 I -I EXHIBIT 1 PAGE 9March 12, 2024 Item #8 Page 125 of 135 September 19, 2022 CW Design and Landscaping 1567 Mission Meadows Drive Oceanside Ca 92057 Phone number 858-205-8083 Email address: Cw.designlandscaping@yahoo.com Contractor's Lie # 1000675 RE: Jeff Piva Project: Sarem Residence 4005 Skyline Road Carlsbad, CA 92008 Updated Landscape Budget General Description. Landscape budget is per plan provided by Jeff Piva (drawn by Leo Dieckmeyer, landscape architect, renewal date 9 /2022) and is for the backyard only. Excluded items: any grading, site preparation, drainage, etc. I. Pavers. Approximately 2,140 square feet of pavers will be installed. Type of paver will be from Oreo Block & Hardscape, 24" x 24", edge: Micro Chamfer Standard Slate; color: Tusk. Soil will be excavated where needed, and decomposed granite or class II base will be installed, followed by the installation ofleveling sand and the pavers. After the pavers are installed, poly paver sand will be installed, which is vibrated into the joints between the pavers. No seal will be applied to pavers. Total: $32,100 II. Irrigation. A. Mainline. A total of 600 linear feet of 1.25-inch schedule 40 mainline will be installed for all valves. Mainline will be installed from water meter to all valve locations. Trench for mainline will be excavated 18 inches deep and 6 inches of sand will be applied over mainline. B. Controller. A total of 1 -48-station Rainbird model ESP-LX Basic Internet- capable irrigation controller will be installed. C. Rain Sensor. Install 1 Mini Clik wireless rain sensor. Manufacturer: Hunter; model: WR-CLIK. EXHIBIT 1 PAGE 10March 12, 2024 Item #8 Page 126 of 135 u, E. .1v1aster v a1ve. ms tall 1 -L-incn master vaive w1rn now control. Manufacturer: Superior; model: 950-3000. Flow Sensor. lnstall 1 -3/ 4-inch flow sensor. Manufacturer: Hunter; model: HC-075-FLOW. F. Ball Valve. Install 1 -2.5-inch bronze ball valve with screw in bonnet. Manufacturer: Nibco; model: T-585. Total: $13,716 III. Valves. A total of 15 -1-inch in-ground Rainbird valves with plastic box for the irrigation in the backyard will be installed, per plan. This is for 15 stations. Total: $27,000* >Kfhe cost of each valve is $1,800 IV. Plant Material-Palms. A total of 12 palms with 12-foot trunks will be installed with location per plan. A crane will be used for palm installation. Contractor will provide all the labor & Plant mix and slow-release fertilizer. The homeowner will pay for the cost of the palms, delivery and crane fee, or any equipment needed for the installation of the palms. Total: $13,000 *Unit price of each plant is 11,084. Homeowner wilt on!J be charged for what is installed. The contractor will shop for alt the palms and wilt coordinate delivery and crane. V. Plant Material -36-Inch Box Trees. A total of 2 -36-inch box crape myrtle trees will be installed with location per plan. Plant mix and slow release fertilizer will be provided. Total: $1,900 *Unit price of each plant is $950. Homeowner will on!J be charged for what is installed. VI. Plant Material -24-Inch Box Trees. A total of 16 -24-inch box trees will be installed with location per plan. Plant mix and slow release fertilizer will be provided. Total: $8,800 *Unit price of each plant is $550. Homeowner wilt on!J be charged far what is installed. VII. Plant Material-15 Gallon. A total of 71 -15-gallon plants will be installed with location per plan. Plant mix and slow release fertilizer will be provided for each plant. Total: $8,875 *Unit price of each plant is $125 Homeowner will on!J be charged far what is installed. VIII. Plant Material -5 Gallon. A total of 406 -5-gallon plants will be installed with location per plan. Plant mix and slow release fertilizer will be provided for each plant. Total: $18,270 *Unit price of each plant is $4 5. Homeowner will on/y be charged for what is t'nstalled. IX. Plant Material -1 Gallon. A total of 65 -1-gallon plants will be installed with location per plan. Plant mix and slow release fertilizer will be provided for each plant. Total: $1,300 EXHIBIT 1 PAGE 11March 12, 2024 Item #8 Page 127 of 135 X. Jute Netting Installation. Contractor will purchase and install jute netting in all slopes to meet city's requirements. Total: $2,330 XI. Fuel Surcharge. A fuel surcharge is being assessed due to the rising cost of fuel. Cost is based on the estimated length of the job, which is 3 months. Total: $900 Total $128,191 (Tot-J includes labor and materials.) I accept the above stated terms. The landscape work outlined above will be scheduled for beginning or middle of tober 1, 2022. A deposit of $1,000 is required to secure placement on the sch d Homeou;;-a_tur_e ______ __ Date lo-s-202.2- Contractor's signature Date EXHIBIT 1 PAGE 12March 12, 2024 Item #8 Page 128 of 135 CW Design & Landscape-Work Contract (License#l000675) Terms and Conditions relating to CW Design & Landscape and Client This contract for landscape services provided by CW Design & Landscape (Landscape Contractor) is made effective as of: This contract is valid for 90 days from the date listed. I September 19, 2022 1. Description of Services. . . Contractor agrees to provide all the materials and to perform agreed upon mtended design concept as depicted in drawings and photos as agreed upon with client. 2. Scope of Work. Contractor shall provide all labor and materials to complete agreed upon landscape services at specified location within specified timeframe. 3. Timeline. Contractor will begin and complete scope of work on the agreed upon dates. Any delays or extension of work will be discussed with the client. 4. Work Site. Client hereby authorizes contractor to commence and complete agreed upon scope of work as specified. All materials and in some instances, dumpsters will need to be delivered to work site. 5. Subcontractors. Contractor may use subcontractors as needed and upon approval of client, any specific services would be discussed and included within the proposal. 6. Authorized Extra· Work (AEW) including Changes and Delays. Contractor will discuss any changes or delays in scope of work with the client and will not commence work until approval in changes or delays are confirmed. Any additional cost incurred as a result of the changes and or delays will be discussed with the client and approved in writing. Request by client beyond agreed scope of work will be considered extra work and requiring written authorization. An authorized extra work (AEW) form can be provided for client approval. Any additional materials needed beyond our best estimation will be purchased with clients approval and understanding and agreement of further costs. 7. Completion of Services. Upon completion of the landscape services contractor agrees remove all materials and debris from job site. ' EXHIBIT 1 PAGE 13March 12, 2024 Item #8 Page 129 of 135 8. Warranty. Contractor shall provide its services and meet its obligations under this contract in a timely and professional workmanlike manner. 9. Plant Material Warranty. 1. Plant material is subject to availability. If an alternate plant is required a comparable selection will be made according to similar features, size and cost. 2. The contractor at no cost to the client will replace any plants that die within a two- week period of installation. Any dead loss after the two-week period will be considered past warranty and be the responsibility of the client. Plants will only replaced one time, at CW's cost. 3. Plant replacement as a result of client dissatisfaction with mature growth of plant material will not be covered under warranty. 4. No warranty or guarantee is provided for transplanted materials. 5. Loss of plant material due to the following is not covered under warranty: • Acts of God including water restrictions, floods, freezes or droughts. • Improper care or maintenance provided by landscape service companies other than CW Design & Landscape • Damage or vandalism. 10. Payment. Payment by the client shall be made to CW Design & Landscape in the specified agreed amount upon completion of the landscaping services or in accordance to any other specified payment plan. Failure to pay for Services provided by contractor when due by the client will be considered a breach of contract and work will halt. If payment is defaulted, CW Design & Landscape has the right to refer the account to an attorney or collection agency and the client agrees to pay any legal fees as allowed by California state law. The client also agrees to pay any other collection or court cost incurred as stated by California state law. • No work of any kind will begin until contractor receives a signed contract or an agreement statement via email along with agreed upon deposit or specified payment plan. • Contractor and client agree that this work contract is enforceable according to California state laws. • Client's signature below i dicates that it has been agreed to follow the above policies andproc CLIENT NAME: Sarem Residence 4005 Skyline Road Carlsbad, Ca 92008 j 6 ,ji -)-)---- DA TE We appreciate your business, and we look forward to hearing from you! Call us at (858) 205-8083 or email cw.designlandscaping@yahoo.com to schedule services. EXHIBIT 1 PAGE 14March 12, 2024 Item #8 Page 130 of 135 October 26, 2022 CW Design and Landscaping 1567 Mission Meadows Drlvc Oceanside Ca 92057 Phone number 858-205-8083 Email addtess: Cw.desjgnlandacaping@yahoo.com Contractols Lie# 1000675 RE: Jeff Piva Project: Sa.rem Residence 4005 Skyline Road Carlsbad, CA 92008 V'myl Fence Budget Vinyl Fence: A total of 507' of 6' H vinyl fence will be installed in the perimeter of the property. The length and the height of the fence is per plans provided by JeffPiva. Please note that the contractor is ex:cluding the "VINYL FENCING AT PROPERTY LINE- DETAIL on sheet #8 from the construction plans drawn by Theodore Hannegan, Dated 1- 3-2022. The contractor will install the fence per manumcturer recommendations. The fence will be a privacy style in Sandstone color from Ply-Gem products and it will follow the contour of the slope. All posts will be set 8"x20" deep concrete footing. The fence will be charged per linear foot at $70, and the homeowner will only be billed for what is installed. Totals $35,490* It includes labor & Materials. Note if any section of the fence is installed on any hardscape su,f ace such masonry walls or concrete, there will be an additional cost due that it will need a metal post. Payments Deposit $10,647 2" payment when 150' of the fence Is Installed $8,281 3rd payment when 300' of the fence ft Installed $8,281 EXHIBIT 1 PAGE 15March 12, 2024 Item #8 Page 131 of 135 I accept the above-stated terms. The landscape wotk outlined above will be scheduled for the begiooiog or middle of October 1, 2022. A deposit of$1,000 is requited to secure pla=~-a --;?7-->► Homeowner's signature ...,__________ Date ~~~ Date CW Design & Landscape-Work Contract (License#1000675) Terms and Conditions rdadng to CW Design & Landscape and Client This contract for landscape services provided by CW Design & Landscape (Landscape Contractor) is made effective as of: This contract is valid for 90 days from the date listed. 1. Description of Services. I October 26, 2022 Contractor agrees to provide all the materials and to perform agreed upon intended design concept as depicted in drawings and photos as agreed upon with client 2. Scope of Work. Contractor shall provide all labor and materials to complete agreed upon landscape services at specified location within specified timeframe. 3. Timeline. Contractor will begin and complete scope of work on the agreed upon dates. Any delays or extension of work will be discussed with 1he client. 4. Work Site. Client hereby authorizes contractor to commence and complete agreed upon scope of work as specified. All materials and in some instances, dumpsters will need to be delivered to work site. 5. Subcontracton. Contractor may use subcontractors as needed and upon approval of client, any specific services would be discussed and included within the proposal. EXHIBIT 1 PAGE 16March 12, 2024 Item #8 Page 132 of 135 • No work of any kind will begin until contractor receives a signed contract or an agreement statement via email along with agreed upon deposit or specified payment plan. • Contractor and client agree that this work contract is enforceable according to California state laws. • Client's signature below indicates that it has been agreed to follow the above policies and procedures. CLIENT NAME: Sarem Residence 4005 Skyline Road Carlabad, Ca 92008 We appreciate your business, and we look forward to hearing from you! Call us at (858) 20S-8083 or email cw.designlandscaping@yahoo.com to schedule services. From:Scott Sarem To:Gina Herrera Subject:FW: Skyline Home Build Project Date:Wednesday, March 6, 2024 9:49:50 AM Ms. Herrera Please put this in the city council package. It demonstrates the existing water issue with two feet of standing water based on his drainage system being inadequate. His solution is to pressure the city to fix his issue. I worked with Mr. Edwards to implement his idea of a drainage system. After it was designed and discussed with the city, Mr. Edwards decided he did not want to grant an easement that would have been required to implement his suggested plan. We then went with the plan that was approved by the CDP and the grading permit. Mr.. Edwards did not object to the plans at the CDP hearing on October 7, 2020. The grading permit was granted a year later and Mr. Edwards did not appeal it or object to it. Mr. Edwards routinely called the city during construction and never appealed any city decision. After I acted on my vested rights and relied on the permits and spent hundreds of thousands of dollars to implement the plans that were inspected by professional engineers, the city inspectors, and the city engineers, the Edwards decided to object to the plans. Their objection is not timely. They suffer from laches and unclean hands and should not be allowed to have equitable relief here because of his failure to timely raise his objections through the due process that was afforded to Edwards and every other neighbor throughout the CDP, Grading permit, the building process, and city final inspections. Plus, his neighbor who apparently suffered earlier flooding with the same pre-existing condition has never complained. Now, the Edwards come to the city council and ask that a completed project that was executed under tremendous scrutiny and signed off of by licensed civil engineers and city inspectors and ask that the grading plans be changed. Not only is there no basis in fact or law to do this, it would erode confidence in the development process in the city of Carlsbad. Again laches and unclean hands preclude any equitable relief like an injunction in this case. Finally, the final grading plans allowed for 14,100 square feet of impervious surface to keep the same conditions that existed before construction when coupled with a barrier to keep water from skyline from entering the property. We installed 11,700 square feet of impervious surface so the actual conditions are 17% better than when the original conditions. Thank you Scott Sarem 760-607-2896 From: Josh Edwards <josh.edwards@eurekacap.com> EXHIBIT 16 March 12, 2024 Item #8 Page 133 of 135 Date: Friday, May 1, 2020 at 12:57 PM To: Scott Sarem <scott@everydayenergy.us> Subject: Skyline Home Build Project Good Afternoon Scott- I hope all is well with your family in light of this crazy pandemic. Thank you for sending out the personal letter to the Skyline/ Sunnyhill Neighbors in conjunction with your new home build construction project. It must be an exciting time. Congrats on purchasing the lot as it is a gem of a location in Olde Carlsbad. We met briefly a few months ago while I was working in my yard to the west of you (4020 Sunnyhill). The purpose of my email is that I wanted to see if you and Kyra were around this weekend to meet. One ongoing problem we’ve battled being on Sunnyhill is the storm runoff from the Skyline properties above us. Our adjacent neighbors have similar issues. Most recently, after that heavy storm system, our garage flooded because we had 2 feet of standing water in the flat area of our yard because our drainage system was overwhelmed and could not handle the volume of runoff – most of which was coming from the Coviellos next to you and your lot. Natalie, our elderly neighbor immediately to our south, also had flooding issues. Compounding the challenge is that Skyline has a unique sub-ground aquifer that fills up after heavy rains and then drains onto the Sunnyhill properties. You’ll see the residual effect on our street from the last storm wherein there is standing water still draining from our backyard and other Sunnyhill lots. The City of Carlsbad is intimately aware of the situation and has tested water samples to confirm its not coming from an irrigation system or broken plumbing. Meanwhile, Skyline residents are not allowed to physically connect their drainage systems to the Sunnyhill lots below them (for good reason). In addition to having your landscape contractor try to build a formidable draining system, my wife and I want to put pressure on the City of Carlsbad to construct a more permanent fix that could include a cement drainage conduit that we often seem with new planned communities. Not an insignificant undertaking, however, its in the best interest of all property owners up and down Sunnyhill and Skyline. Pleased to talk further so we can build a broad consensus and support from all constituents. Best, Josh Edwards 949-683-0657 (mobile) March 12, 2024 Item #8 Page 134 of 135 CAUTION: Do not open attachments or click on links unless you recognize the sender and know the content is safe. March 12, 2024 Item #8 Page 135 of 135 Tammy Cloud-McMinn From: Sent: To: Cc: Subject: Attachments: Dear City Clerk Scott Sarem <scott@everydayenergy.us> Monday, March 11, 2024 4:19 PM City Clerk Gina Herrera; Stephen C. Grebing Agenda Item No. 8 -Grading Permit Appeal property 4005 Skyline prior cond ition.pdf -Pictures of Original Condition of All Receive -Age nda Item # _E For the Information of the: _ <;ITV COUNCIL Dat~........--CC...!::: CM v-1\CM V1JCM (3) _c I have reviewed the city council package for Item Number 8 for the city council meeting on March 12, 2024. On page 96 of the city packet , Edwards provides a picture of the preexisting co ndition of my property located at 4005 Skyline Rd . This picture is from a time after we cleared the property from massive overgrowth and debris. I have provided pictures that show the real status of the property prior to development. It is important to correct the record and show the actual condition of the property when we purchased it in November 2019. Thanks Scott Sa rem 760-607-2896 CAUTION: Do not open attachments or click on links unless you recognize the sender and know the content i 1 Tammy Cloud-McMinn From: Sent: To: Cc: Subject: Attachments: Dear City Clerk Scott Sarem <scott@everydayenergy.us> Monday, March 11, 2024 4:35 PM City Clerk Gina Herrera; Stephen C. Grebing Agenda Item No. 8 -Grading Permit Appeal -No Silt in the water retention system silt removal proposal.pdf; Invoice_ 164 7 cm_from_Draves_Pipeline_l nc.pdf; I MG_ 3172.HEIC; IMG_3181 .HEIC; IMG_3186.HEIC; IMG_3187.HEIC I have reviewed the city council package for Item Number 8 for the city council meeting on March 12, 2024. On page 99 of the city packet, Edwards has an engineer with no first hand knowledge opine that the water retention basin may not be working because of silt buildup. In fact on June 22, 2024, Draves Pipeline, a city approved contractor, did a post construction clean up of the retention basin. There is no silt buildup in the retention basin. I have provided a scope of work, an invoice for the work, and photos that demonstrate the retention basin is clear of any silt. This was a city requirement before the grading permit could be signed off as complete. It is important to correct the record and provide proof that the Edward's hired engineer's theory is not based in fact. Thanks Scott Sa rem 760-607-2896 CAUTION: Do not open attachments or click on links unless you recognize the sender and know the content i 1 TIME AND MATERIAL PROPOSAL June 21, 2023 Scott Sarem 4005 Skyline Rd. Carlsbad, CA RE: Retention basin silt removal SCOPE OF WORK Provide 3-man crew, crew truck, silt removal tools Remove silt from 24" catch basin Remove silt from 12" connection pipe Remove silt from 30" retention chamber Stock pile silt on sports court over plastic sheeting (silt to be removed and disposed by othe rs) Hourly rate: $ 225.00 per hour (3-men and crew truck) Hourly rate cha rged porthole to porthole 9hrs per day. 4hr minimum Confined Space Entry Equipment Rates Confined space ventilator / blower: $ 220.00 per day 2ea. personal 4 gas detector/ oxygen monitor: $ 550.00 per day ($ 225.00ea.) TOTAL ONE DAY COST:$ 2795.00 NOT INCLUDED Plans/permits Inspection fees Bonding Engineering/survey Construction water Encountering ground water Repairs to unknown facilities Vegetation re_placement Blasting/breaking/ripping Restroo m Facilities Asphalt slurry/chip/seal coatings Hazardous materials handling Compaction testing Excessive excavation (u nstable soils/rock) Private utility locating services Any work not listed in SCOPE OF WORK may require additional cost. DPI crews will not perform any addition cost work without owner/agent notification and approval. • BID SUBJECT TO REVIEW OF APPROVED PLANS AND OR 30 DAYS PAYMENT DUE IN FULL UPON COMPLETION LATE FEES CHARGED AFTER 14 DAYS AT LEGAL LIMITS LEGAL FEES CHARGED FOR COLLECTION OF PAST DUE ACCOUNTS ACCEPTED BY: ________________________ DATE ___ _ OWNER/AGENT SIGNATURE PRINT NAME DRAVES PIPELINE INC: _____________________ DATE ___ _ OFFICER f<=-·:iORAVES PIPELIN INCORPORATED UC# 376472 P.O. BOX 1051 -BONSALL, CA 92003 -(760) 728-7094 -FAX (760) 728-0086 Draves Pipeline Inc. P.O. Box 1051 Bonsall, CA 92003 jpacheco@dravespipeline.com INVOICE BILL TO Scott Sarem 4005 Skyline Carlsbad, CA 92008 RE: 4005 Skyline DATE ACTIVITY 06/22/2023 Bioretention Basin 06/22/2023 Confined Space Ventilator/Bl9wer 06/22/2023 Gas Detector 06/23/2023 Bioretention Basin DESCRIPTION Retention basin silt removal. 9 hours/3 man crew. 1 day ventilator/blower. 1 day/2 gas detectors/oxygen monitor. Retention basin silt removal. 6 hours/2 man crew @ $175.00/hou r. No confined space eq uipment. BALANCE DUE INVOICE# 1647cm DATE 06/26/2023 DUE DATE 07/11 /2023 TERMS Net 15 QTY RATE 9 225.00 220.00 1 550.00 6 175.00 AMOUNT 2,025.00 220.00 550.00 1,050.00 $3,845.00 Tammy Cloud-McMinn From: Sent: To: Cc: Subject: Attachments: Dear City Clerk Scott Sarem <scott@everydayenergy.us> Monday, March 11, 2024 10:14 PM City Clerk Gina Herrera; Stephen C. Grebing Agenda Item No. 8 -Grading Permit Appeal -Edwards Historical Water issues NOAA Precipitation April2020.pdf The below email is included as an exhibit to the agenda on page 134. The purpose of this email is to rebut the Edwards assertion on page 97 of the March 6, 2024 letter from their counsel regarding the appeal, that "The Edwards have never had issues with massive amounts of concentrated water flowing from the Sa rem property or any other uphill neighbor's property into their yard prior to the commencement of the Sarem's construction activities." The below email from Josh Edwards from May 1, 2020 details their "ongoing problem of storm runoff from Skyline properties above us." "Most recently, after that heavy storm system, our garage flooded because we had 2 feet of standing water in the flat area of our yard because our drainage system was overwhelmed and could not handle the volume of runoff-most of which was coming from the Coviellos next to you and your lot." Mr. Edwards is referencing a storm from April 10, 2020 that according to the National Oceanic & Atmospheric Administration reported that it rained 2.88 inches in the city of Carlsbad. I have attached the NOAA Record of Climatological Observations for April 2020. While the issue around Agenda Item No. 8 involves a very narrow issue, it is important to correct the false assertions made in the Edward's March 6, 2024 letter claiming to provide supporting materials. The Edwards by their own admission have been dealing with ongoing storm runoff from Skyline properties above them well before the CDP and Grading Permits were submitted and granted and clearly before any construction started. Thank you, Scott Sa rem 760-607-2896 -------- From: Josh Edwards <josh.edwards@eurekacap.com> Date: Friday, May 1, 2020 at 12:57 PM To: Scott Sarem <scott@everydayenergy.us> Subject: Skyline Home Build Project Good Afternoon Scott- I hope all is well with your family in light of this crazy pandemic. Thank you for sending out the personal letter to the Skyline/ Sunnyhill Neighbors in conjunction with your new home bu ild construction project. It must be an exciting time. Congrats on purchasing the lot as it is a gem of a location in Olde Carlsbad. We met briefly a few months ago while I was working in my yard to the west of you (4020 Sunnyhill). The purpose of my email is that I wanted to see if you and Ky ra were around this weekend to meet. 1 One ongoing problem we've battled being on Sunnyhill is the storm runoff from the Skyline properties above us. Our adjacent neighbors have similar issues. Most recently, after that heavy storm system, our garage flooded because we had 2 feet of standing water in the flat area of our yard because our drainage system was overwhelmed and could not handle the volume of runoff-most of which was coming from the Coviellos next to you and your lot. Natalie, ou r elderly neighbor immediately to our south, also had flooding issues. Compounding the challenge is that Skyline has a unique sub-ground aquifer that fills up after heavy rains and then drains onto the Sunnyhill properties. You'll see the residual effect on our street from the last storm wherein there is standing water still draining from our backyard and other Sunnyhill lots. The City of Carlsbad is intimately aware of the situation and has tested water samples to confirm its not coming from an irrigation system or broken plumbing. Meanwhile, Skyline residents are not allowed to physically connect their drainage systems to the Sunnyhill lots below them (for good reason). In addition to having your landscape contractor try to build a formidable draining system, my wife and I want to put pressure on the City of Carlsbad to construct a more permanent fix that could include a cement drainage conduit that we often seem with new planned communities. Not an insignificant undertaking, however, its in the best interest of all property owners up and down Sunnyhill and Skyline. Pleased to talk further so we can build a broad consensus and support from all constituents. Best, Josh Edwards 949-683-0657 (mobile) CAUTION: Do not open attachments or click on links unless you recognize the sender and know the content i safe. 2 U.S. Department of Commerce National Oceanic & Atmospheric Administration National Environmental Satellite, Data, and Information Service Current Location: Elev: 313 ft. Lat: 33.1299° N Lon: 117.2765' W Record of Climatological Observations These data are quality controlled and may not be identical to the original observations. National Centers for Environmental Information 151 Patton Avenue Asheville, North Carolina 28801 Station: CARLSBAD MCCLELLAN PALOMAR AIRPORT, CA us uswooooa1n Generated on 03/09/2024 Observation Time Temperature: Unknown Observation Time Precipitation: Unknown Temperature (F) Precipitation Evaporation "Soil Temperature (F)" "24 Hrs. Ending et 24 Hour Amounts Ending at At Obs. 4 In. Depth 8 in. Depth V M Observation Time" Observation Time nme e 0 D Snow,lce 24 Hour n e At Rein, Wind Amount of a t F F Pellets, r h y Obs. Melted I Snow, Ice I Hail, Ice Movement Evap. (In) Ground Ground Max. Min. Pellets~ (ml) Cover Max. Min. Cover Mex. Min. Snow, Etc. a Hail{ln a on (see•) (see•) (in) g g Ground (In) 2020 04 01 65 61 0.00 0.0 0.0 2020 04 02 65 56 0.00 0.0 0.0 2020 04 03 63 52 0.00 0.0 0.0 2020 04 04 63 56 0.00 0.0 0.0 2020 04 05 63 54 0.03 0.0 o.o 2020 04 06 61 53 1.55 0.0 0.0 2020 04 07 62 52 '0.32 0.0 0.0 2020 04 08 60 50 0.69 0.0 0.0 2020 04 09 59 50 0.81 0.0 0.0 2020 04 10 55 51 2.88 o.o 0.0 2020 04 11 63 49 T 0.0 2020 04 12 60 55 0.03 0.0 0.0 2020 04 13 63 54 0.06 0.0 0.0 2020 04 14 65 54 o.oo o.o 0.0 2020 04 15 74 52 0.00 o.o 0.0 2020 04 16 68 53 0.00 0.0 0.0 2020 04 17 64 54 0.00 0.0 0.0 2020 04 18 64 56 0.13 0.0 0.0 2020 04 19 64 57 0.00 o.o 0.0 2020 04 20 64 58 0.00 0.0 0.0 2020 04 21 65 58 0.00 0.0 0.0 2020 04 22 73 55 0.00 o.o 0.0 2020 04 23 77 58 0.00 0.0 0.0 2020 04 24 79 61 0.00 o.o 0.0 2020 04 25 79 61 o.oo 0.0 0.0 2020 04 26 84 59 0.00 0.0 0.0 2020 04 27 71 BO 0.00 o.o 0.0 2020 04 28 70 61 0.00 o.o 0.0 2020 04 29 68 61 0.01 0.0 0.0 2020 04 30 69 62 0.00 0.0 0.0 Summary 67 55 6.41 0.0 Empty, or blank, cells indicate that a data observation was not reported. "Ground Cover: 1 =Grass; 2=Fallow; 3=Bare Ground; 4=Brome grass; 5=Sod; 6=Straw mulch; 7=Grass muck; 8=Bare muck; 0=Unknown "s" This data value failed one of NCEl's quality control tests. "At Obs."= Temperature at time of observation ''T" values In the Precipitation or Snow category above indicate a "trace" value was recorded. "A" values in the Precipitation Flag or the Snow Flag column indicate a multlday total, accumula1ed since last measurement, is being used. Data value Inconsistency may be present due to rounding calculations during the conversion process from SI metric units to standard Imperial units. Tammy Cloud-McMinn From: Sent: To: Lee Andelin < lee@aac.law> Tuesday, March 12, 2024 1 :47 PM City Clerk Cc: Gina Herrera; Arie Spangler; Robin Nuschy; Torrey Wolf Subject: Agenda Item No. 8 -Appeal of City Engineer Decisions -Sa rem Residence (4005 Skyline Road) Attachments: AAC Letter to City Council.pdf Ms. Freisinger, Please see the attached letter for distribution to the city councilmembers. Lee Lee M. Andelin Partner AANNESTAD ANDELIN & CORN LLP 160 Chesterfield Drive, Suite 201 Cardiff-by-the-Sea, California 92007 (760) 944-9006 lee@aac.law www.aac.law All Receive -Agenda Item# .R_ For the Information of the: -ETX c_OUNCIL Date.112QJ.CA v-cc _::::: CM V-ACM _!C"DCM (3) _t::::; CA UTION: Do not open attachments or click on links unless you recognize the sender and know the content i safe. 1 March 12, 2024 VIA EMAIL Carlsbad City Council c/o Sherry Preisinger, City Clerk 1200 Carlsbad Village Drive Carlsbad, California 92008 clerk@carlsbadca.gov AANNESTAD ANDELIN & CORN LLP 160 CHESTERFIELD DRIVE• SUITE 201 CARDIFF-BY-THE-SEA• CALIFORNIA 92007 www.aac.law • (760) 944-9006 Coastal Property Rights, Land Use & Litigation Re: Agenda Item No. 8 -Appeal of City Engineer Decisions -Sa rem Residence ( 4005 Skyline Road) Dear Mayor Blackburn, Mayor Pro Tern Bhat-Patel, and Honorable Councilmembers: The purpose of this letter is to briefly address the staff report for this agenda item. The thrust of staff's argument is that the final signoff of construction and release of deposit are ministerial acts, and that city engineer's action is supported by the certification of the Sarems' engineer and therefore cannot be questioned. While the final signoff and release of deposit may be ministerial acts, nothing in the city's appeal ordinance requires the city council to afford such extreme deference to the city engineer-or more accurately, the Sarems' engineer. The appeal statute simply states the following: An individual may appeal the decision of the city engineer made in regard to administration of this chapter to the city council within 10 calendar days following the decision. Appeals shall be in writing, filed with the city clerk and shall state the basis for the appeal. Fees for filing an appeal shall be in an amount as established by resolution of the city council. The decision of the city council shall be final. (Carlsbad Mun. Code,§ 15.16.160.A) While it may be natural for the city council to want to defer to the city engineer's expertise in close cases, nothing in the ordinance states that the city council must defer to the city engineer in all cases. Notably, the ordinance states that the city council's decision, not the city engineer's decision, is final. In any event, the decisions to provide final signoff and release of deposit must be supported by substantial evidence and must be consistent with city standards. The videos we have provided Carlsbad City Council March 12, 2024 Page 2 of 5 show concentrated streams of water flowing underneath the Sarems' fence, and a stormwater system that clearly is not functioning as intended. 1 The only "evidence" in support of these decisions is the ce1tification of the Sarems' engineer. The sum total of the engineer's certification is as follows: The permanent BMPs associate [sic] with this project are functional. They have been installed, inspected and are in full conformance with the approved grading plans and City standards." (Toal Engineering Letter, Aug. 23, 2023, p. 1.)2 This ce1tification is conspicuously written in the passive voice and lacking in detail. It leaves open many critical questions: Who conducted the inspection(s) and when? Were inspections conducted during construction before pipes, connections, and other components were buried? What inspection, if any, was performed by Toal Engineering after construction? Was the system tested? If so, how? What standards was the system measured against? How did it perform against those standards? There have been numerous natural tests subsequent to construction, including a tropical storm on August 11, 2023, and several subsequent winter storms, and the system has proven to be an abject failure. The deficiencies of the Toal Engineering certification are even more glaring in light of the Sarems' recent complaints filed in superior court against their contractors. The Sarems allege the following against their general contractor: In December 2022, there were significant rain events at the Subject Property. As a result of the construction issues identified above, the Subject Prope1ty experienced significant flooding issues and resultant damage. The rear of the Subject Property flooded and there were mudslides. The flooding and mudslides extended to the neighbor's property and resulted in significant damage to the property. The cause of the flooding and damage was the failure of BMG and the landscape [sic] to install the drainage components in compliance with the grading permit and plans and specifications. As a result, the drainage and water retention basin 1 https://www .dropbox.com/scl/fi/avujcg lk23 786uk48 ivg u/Stonnwater-Runoff-4020-Sunnyhil l-1.22.24- Event.MOV?rlkey=ppxuto4128g2pnptus741 hz8l&dl=0 (January 22, 2024, storm event) https://www .dropbox.com/scl/fi/ehu7 ao2b l l 8m86y4xknxw/Stormwater-Runoff-4020-S unnyhill-1.22.24-Video- 2.MOV?rlkey=gl l 9arltfhnrf9orcf2atj9ug&dl=0 (January 22, 2024, storm event) https://www .dropbox.com/scl/fi/d9g4o90zci6k6k27x0d 17 /Stormwater-Runoff-4020-Sunnyhil 1-1.22.24-Video- 3 .MOV?rlkey=z3 re7xe0166mhgv4sjxc2t4ej&d l=0 (January 22, 2024, storm event) https://www .dropbox.com/scl/fi /d9g4o90zci6k6k27x0d 17 /Sto1mwater-Runoff-4020-Sunnyhill-1.22.24-Video- 3 .MOV?rlkey=z3re7xe0166mhgv4sjxc2t4ej&dl=0 (January 22, 2024, storm event) 2 The staffrep011 makes vague reference to three engineering reports but does not indicate which other than the Toal Engineering letter of August 23, 2023, are relevant to the instant decisions. 2 Carlsbad City Council March 12, 2024 Page 3 of 5 improvements did not function as intended. However, BMG had represented to SAREM the drainage improvements had been inspected and approved in accordance with the civil engineering plans and grading permit. This was false. The City of Carlsbad was notified of the flooding/mudslide events. The project civil engineer, Toal Engineering, was advised of the flooding and mudslides. The City and Toal Engineering initiated an investigation. It was determined the cause of the flooding and mudslides was the defective work of the landscape contractor and BMG 's failure to supervise the installation and secured the required testing of the drainage system. (Complaint, Sarem v. BMG Construction, Nov. 15, 2023, ,i,i 10-12, italics added.) In this pleading, the Sarems admit that flooding and mudslides occurred during construction ( due to failure to implement construction BMPs, which is undisputed) and caused damage to the neighboring property, i.e., the Edwards'. These events appear to have resulted in conditions that are still unresolved. Notably, the Sarems admit that the stormwater capture system was not inspected during construction. The Sarems also filed a complaint against their landscaping subcontractor, which states : First, the Toal Engineering plans called for the installation of a solid drain line from the water retention basin to the emitters. CW DESIGN supplied and supplied a perforated drain line. Second, CW DESIGN installed the drain lines with negative slope such that any draining water captured by the emitters did not flow to the water retention basin but back towards the rear of the Subject Property and a neighbor's property. The drain lines were also installed at improper heights and not in conformance with the Toal Engineering plans and the City of Carlsbad grading permit. Third, CW DESIGN installed the emitters at the wrong height such that water intended to drain from the Subject Property could not do so . Fourth, CW DESIGN installed the remainder of the drain lines on the Subject Property with negative slope such that water captured by the system flow back towards the residence on the Subject Property as opposed to the intend location. Fifth, when CW DESIGN installed the drain lines, it failed to compact the soil to the specifications provided in the Toal Engineering plans and the City of Carlsbad grading permit. Sixth, pursuant to the City of Carlsbad grading permit, CW DESIGN was required to have the drainage system it installed inspected and tested by Toal Engineering during construction. CW DESIGN failed to do so. This proved to be a monumental 3 Carlsbad City Council March 12, 2024 Page 4 of 5 failure. (Complaint, Sarem v. Chicweed Design & Landscape, LLC, Dec. 18, 2023, ~~ 9- 13, italics added.) These allegations provide impmiant information about where things went wrong. To start with, the Sarems' landscaping subcontractor did not follow the plans and city standards in several respects. And the Sarems state that the system was not inspected and tested by Toal Engineering during construction as required. The Sarems fmiher state that "[f]rom December 2022 through July 2023," the landscaping subcontractor "attempted to repair and correct the drainage issues at the Subject Property. It was unable to do so." (Id.,~ 19.) Shortly thereafter, on August 11 , 2023, a tropical storm came through, and the system performed inadequately. Given these known issues and the miserable performance of the system, the inspection, testing, and certification by Toal Engineering should have been much more thorough and detailed. Under the circumstances, the vague, passive-voice certification by Toal Engineering is not substantial evidence to support a decision to provide final signoff on construction and release the Sarems' deposit. Note that even though the grading permit has been issued and construction is purportedly complete, the city is not without power to require corrections and improvements to the system to bring it up to city standards. The Sarems' grading and erosion control agreement states: If the City Engineer determines that erosion control measures or devices are not adequate or are not being maintained in an acceptable manner, or that a hazardous condition exists due to erosion, or to work being done, applicant shall take immediate action to construct or install additional erosion control devices or repair the existing erosion control devices or correct the hazardous condition upon notification by the City Engineer. (Grading and Erosion Control Agreement, pp. 2-3, italics added.) Further, the municipal code provides: The issuance of a grading permit based on approved grading plans, construction SWPPP, specifications and other data shall not prevent the City Engineer from thereafter requiring correction of errors in said plans, specifications and other data, or from preventing grading operations being carried on thereunder when in violation of this chapter or any other chapter of this code. (Carlsbad Mun. Code,§ 15.16.l00(B), italics added.) Regardless of whether or not a grading permit has been issued or is required to be issued, it is unlawful for any person to commit or cause to be committed the following acts or, to maintain or cause to be maintained a property in such a manner as to result in the commission of the following acts: 4 Carlsbad City Council March 12, 2024 Page 5 of 5 1. Grading in such a manner as to become a hazard to life and limb or to endanger property or to adversely affect the safe use or stability of~ public property, place or way; [or] 2. Grading without application of appropriate stormwater best management practices (BMPs) in accordance with the provisions of this title, city standards and municipal permit .... " (Carlsbad Mun. Code,§ 15.16.l ?0(B), italics added.) If the Sarems do not comply voluntarily, the city can exercise numerous remedies including issuing a notice with orders requiring "co1Tective action" and restoration of "all cash deposits and/or other securities"; recording a violation on the property; prohibiting issuance of additional permits; imposing criminal penalties; and bringing an action for abatement or for other corrective actions. (Carlsbad Mun. Code,§ 15.16.190.) It would be a dereliction of duty for the city to simply throw its hands up and say, "what's done is done." Thank you for your attention to this matter. Very truly yours, AANNESTAD ANDELIN & CORN LLP ~lr/1, bdM.A{~L cc: Arie Spangler Gina Herrera 5 Public Hearing to Consider an Appeal of the City Engineer’s Decision to Approve the Grading Final Punch List, Release Securities and Approve the Notice of Completion and Acceptance of Public Improvements for Grading Permit No. GR2021-0016 Paz Gomez, Deputy City Manager, Public Works Gina Herrera, Assistant City Attorney March 12, 2024 { City of Carlsbad 2 APPEAL PROCEDURE •Staff presentation •Council opportunity to ask questions of staff •Appellant presentation (Edwards) •Applicant presentation (Sarem) •Mayor opens public hearing •Council receives comments from speakers •Mayor closes public hearing •Council discussion •Council decision ITEM 8: PUBLIC HEARING ON GRADING PERMIT { City of Carlsbad 3 BACKGROUND •Scott & Kyra Sarem own a property at 4005 Skyline Road •In 2020, the Sarems began the process to redevelop their single-family residence •Neighbors received notice of the project in early 2020 •A Coastal Development Permit was issued in Oct. 2020 •The Grading Permit was issued a year later in Sept. 2021 ITEM 8: PUBLIC HEARING ON GRADING PERMIT { City of Carlsbad 4 BACKGROUND •The project took almost two years to construct and complete •Final punch list was completed on 9/6/23 •Cash deposit ($65,128) was released on 9/14/23 •Grading bond ($586,151.90) was released on 9/14/23 •Notice of Completion signed on 9/14/23 •Acceptance of Public Improvements signed on 9/14/23 •City Engineer designee ITEM 8: PUBLIC HEARING ON GRADING PERMIT { City of Carlsbad 5 APPEAL •On Sept. 25, 2023, attorneys, on behalf of Josh & Terri Edwards, the owners of a downhill neighboring property, filed an Appeal objecting to the decisions of the City Engineer related to the completion of the Grading Permit ITEM 8: PUBLIC HEARING ON GRADING PERMIT { City of Carlsbad 6 APPEAL •The Appeal is narrow and only pertains to the completion of the final punch list, release of the securities (bond and cash deposit), and approval of the Notice of Completion and Acceptance of the Public Improvements •These decisions are ministerial decisions that are procedural in nature •“Ministerial” decisions are non-discretionary and are based on fixed, objective standards ITEM 8: PUBLIC HEARING ON GRADING PERMIT { City of Carlsbad 7 APPEAL –STANDARD OF REVIEW •City Council is being asked to consider whether the decision-maker followed the applicable law and whether there is substantial evidence to support the facts on which the decision-maker relied •Substantial evidence means more than a mere scintilla but less than a preponderance ITEM 8: PUBLIC HEARING ON GRADING PERMIT { City of Carlsbad 8 APPEAL –STANDARD OF REVIEW •Here, the City Engineer’s designee relied on the three reports listed below to complete the ministerial action ITEM 8: PUBLIC HEARING ON GRADING PERMIT GRADI NG FINAL PUNCH LIST CDP 2020-0017 SAREM RES IDENCE, DWG 531-lA 1. Submit final soils report. ~ Date complete: 8/10/23 2. Submit final as -built drawings and complete as-built process. ~ Date complete:_____.9/_5 ...... /2_3 __ _ 3. Submit BMP Certification Report w ith photos. cg] Date complete: 8/23/23 { City of Carlsbad 9 APPEAL –STANDARD OF REVIEW •The subsequent ministerial actions procedurally follow the completion of the final punch list, specifically: o Release of the cash deposit ($65,128) o Release of the grading bond ($586,151.90) o Filing the notice of completion o Accepting the public improvements ITEM 8: PUBLIC HEARING ON GRADING PERMIT { City of Carlsbad 10 RECOMMENDED ACTIONS •Hold a public hearing •Adopt a resolution denying the appeal and affirming the City Engineer designee’s completion of the final punch list, release of grading securities and approval of the Notice of Completion and Acceptance of Public Improvements for Grading Permit No. GR2021-0016 ITEM 8: PUBLIC HEARING ON GRADING PERMIT { City of Carlsbad 11 APPEAL PROCEDURE •Staff presentation •Council opportunity to ask questions of staff •Appellant presentation (Edwards) •Applicant presentation (Sarem) •Mayor opens public hearing •Council receives comments from speakers •Mayor closes public hearing •Council discussion •Council decision ITEM 8: PUBLIC HEARING ON GRADING PERMIT { City of Carlsbad 12 ???QUESTIONS? ITEM 8: PUBLIC HEARING ON GRADING PERMIT { City of Carlsbad