Vista City Council
August 23, 2022

•
® CITY COUNCIL
AGENDA ❑ COMMUNITY DEVELOPMENT COMMISSION
REPORT ❑ SUCCESSOR AGENCY
❑ BUENA SANITATION DISTRICT
❑ JOINT POWERS FINANCING AUTHORITY
Department: Community Development Item No: PH2 Patsy Chow, Deputy Director/City Planner
Prepared by: Amanda Lee, Assistant City Manager Meeting Date: August 23, 2022 John Conley, Director
Approved by: Patrick Johnson, City Manager Agenda Location: Public Hearing SUBJECT: CAMINO LARGO RESIDENTIAL DEVELOPMENT (P21-0300) RECOMMENDATION:

1. Open, conduct, and close a public hearing to receive testimony regarding Planning Case No. P21- 0300, Camino Largo project. The following options are provided for City Council's consideration:

Approve the Project:

2. Adopt City Council Resolution No. 2022- , approving a Mitigated Negative Declaration and Mitigation Monitoring and Reporting Program for 46 single-family homes located at 2123 N. Santa Fe Avenue (APN 159-240-07-00).

3. Introduce and adopt City Council Ordinance No. 2022- , approving a Zone Change from A-1 Agricultural Zone to R-1-13 Residential Zone Small Lot Development to allow for 46 single family homes on a 9.3-acre site located at 2123 N. Santa Fe Avenue (APN 159-240-07-00).

4. Adopt City Council Resolution No. 2022- approving a General Plan Amendment, Site Development Plan and Tentative Subdivision Map for 46 single-family homes located at 2123 N. Santa Fe Avenue.

OR
Deny the Project:

5. Adopt City Council Resolution No. 2022- denying a General Plan Amendment, Zone Change, Site Development Plan and Tentative Subdivision Map for 46 single-family homes located at 2123 N. Santa Fe Avenue.

CORRELATION TO CITY COUNCIL GOALS: Homelessness and Housing.

PRIOR ACTION: On June 22, 2021, discussed a proposed application for a General Plan Amendment and Zone Change on a 9.3-acre site (APN 159-240-07-00) for 48 single-family homes (No Vote).

PRIOR PLANNING COMMISSION ACTION: On July 19, 2022, adopted Planning Commission Resolution No. 2022-13 (see Exhibit 6), recommending City Council denial of a General Plan Amendment, Zone Change, Tentative Subdivision Map and Site Development Plan to develop a 46-lot single-family residential subdivision located at 2123 N. Santa Fe Avenue (Vote: 6-0, Aguilera absent). The Planning Commission staff report and minutes from the July 19, 2022 meeting are included as Exhibit 5.

ACTION: This item was removed from the agenda,the applicant is requested that the City Council continue this item to a future meeting.

Clerk/Sccretary
08/23/2022 PH2 Page 1 of 165

MEETING DATE: AUGUST 23, 2022 PAGE 2
SUBJECT: CAMINO LARGO RESIDENTIAL DEVELOPMENT (P21-0300) STATEMENT ON THE SUBJECT: The proposed project consists of a General Plan Amendment, Zone Change, Site Development Plan and Tentative Subdivision Map to develop 46 single-family dwelling units, drainage improvements, wet and dry utilities, private streets, common and private open space (including one large common open space area), and all associated infrastructure on a 9.3-acre parcel. The proposed 46 homes result in a density of 4.95 dwelling units per acre. The project site is currently designated by the General Plan as RR Rural Residential (1du/ac) and to accommodate the 46 homes, the project requires a General Plan Amendment from RR to Medium Density (MD) residential land use (maximum of 10 dwelling units per acre) and a zone change from A-1 (agricultural zone) to R-1-B (small lot subdivision), 3,600 square foot lots (minimum size).

The project includes the conversion of a former nursery to residential land use. To do so, the project would demolish 10,600 square feet (sf) of existing structures that include a greenhouse and a shed. The 46 homes (4-bedroom plans with optional 5th bedroom) range from 2,129 sf to 2,374 sf and extend to a height of no greater than 35 feet. Architecturally, the project provides three residential styles: Santa Barbara; Farmhouse; and Spanish Ranch, each constructed with stucco facades that are enhanced with wood and brick accents. Flat planes would be disrupted with portions of the residences recessed further from the street front, covered front porches, and pitched roofs. Retaining walls are planned for each lot with maximum heights of approximately five feet. Conceptual architectural plans are included as Exhibit B of Exhibit 3.

The 46 single-family homes would provide garage parking for two vehicles with two guest parking spaces on the driveway. An additional 46 open guest parking spaces are distributed throughout the site. In all, a total of 230 parking spaces would be provided onsite.

The project would provide 14,923 sf of common open space along the eastern perimeter of the project site. In addition, the project provides landscaped areas (including slopes) that would support a variety of groundcover and shrubs with mature trees within the eastern and northern perimeter of the project site as well as within buffers between individual rear yards.

Access would be provided by four private cul-de-sac streets that extend from Camino Largo. Resident parking would be provided via two-car garages and individual driveways with additional parking being provided along both sides of each cul-de-sac private street. Camino Largo would be improved from an unclassified gravel road to a two-way paved street with a curb and gutter system and sidewalks. The pavement along Camino Largo would be improved to a minimum width of 28 feet. In addition, the four private cul-de-sac streets would be 40 feet wide curb to curb to accommodate on-street parking on both sides of the streets, which would meet the proposed parking requirements set forth in the small lot subdivision/residential development ordinance adopted by the City Council on May 10, 2022. The project would also include the addition of a stop sign at the intersection of Camino Largo and N. Santa Fe Avenue. In addition, to improve line of sight when turning south onto N. Santa Fe Avenue from Camino Largo, two existing trees would be removed at the southeast corner of Camino Largo and N. Santa Fe Avenue.

For a complete description of the project, please refer to the July 19, 2022 Planning Commission staff report.

Planning Review. The project is a proposed General Plan Amendment, Zone Change, Site Development Plan and Tentative Subdivision Map. Following approval of a Tentative Subdivision Map, the developer has a period of three years (with additional extensions of two or more years granted by the State under various Assembly and Senate Bills if applicable at that time) to process a Final Map, otherwise the Tentative Subdivision Map expires. The Final Map can be approved by the City Council when a licensed engineer submits a map which substantially complies with the Tentative Subdivision Map and satisfies the applicable conditions, including the completion of street and other public improvements or the provision of bonds guaranteeing the construction of those improvements, typically within one year. Upon recordation 08/23/2022 PH2 Page 2 of 165

MEETING DATE: AUGUST 23, 2022 PAGE 3
SUBJECT: CAMINO LARGO RESIDENTIAL DEVELOPMENT (P21-0300) of the Final Map, legal lots are created, and homes may be constructed. Consistent with State law and City policy, associated discretionary permits approved in conjunction with a subdivision map are also valid for the term and life of the map.

The project is proposing a designation of Medium Density (MD) residential land use (maximum of 10 dwelling units per acre) that would allow a maximum of 93 units on the subject site. Therefore, the proposed 46 single-family homes under this project would be consistent with the proposed General Plan designation for the site of Medium Density Residential. The proposed density of approximately 4.95 dwelling units per acre is below the maximum of 10 dwelling units per acre permitted by the proposed General Plan designation. The site would be re-zoned to R-1-B, single-family zone as a small lot subdivision in accordance with Chapter 18.33 of the Development Code.

Small Lot Development: Regulations were adopted by the City Council on May 10, 2022, subsequent to receiving Planning Commission's recommendation of approval for the new regulations. Small lot subdivisions are intended to provide an alternative to the traditional single-family subdivisions, thereby increasing options for fee simple homeownership opportunities.

Development standards in the small lot subdivision ordinance concerning minimum lot area, lot width, parking, open space, landscaping, storage, building height and setbacks are being applied in this case.

Conceptual architectural plans for the homes are proposed and included as part of this request. Building permits will be required for subsequent development of the single-family units on the site, which will be limited by the building height and setback standards as shown on the conceptual site development plans - typical lot detail. The minimum lot size requirement of 3,600 sf is being met. The maximum allowable building height is 35 feet or two stories, whichever is less. The proposed height for the units is a maximum of 29 feet. The minimum lot width of 45 feet applies and proposed lots are approximately 50 feet wide meeting this standard. Four parking spaces per lot is required where all lots are proposing two car garages and two spaces on the driveway. On-street parking is being provided on both sides of the private streets for a total of 46 on-street parking spaces for this project.

All areas not occupied by structures, driveways, parking areas and pedestrian walkways shall have landscaping in the form of street trees, landscaped parkways, and slope erosion control planting, therefore the project meets this requirement. The overall landscaping of the project would consist of a variety of native and non-native evergreen and deciduous trees and shrubs that would provide shade, ornamental accents, slope stabilization, and integration of the development into the existing surrounding landscape. Non-native vines would be used for freestanding and any plantable walls where applicable; non-native and native shrubs would be used on slopes; turf or grass would be limited to the open space areas; and primarily native plants would be used for the biofiltration basins. Plant selection is based on the Water Efficient Landscaping ordinance in the City's Development Code, Chapter 18.56.

All of the proposed plant species would require low or moderate water use and would be fairly drought tolerant, with the exception of the turf areas which would require high water use. Common usable open space requirements would also be satisfied through the provision of one open space/park area totaling 14,923 sf. A total of 9,200 sf of common usable open space is required for this project, therefore this requirement is being met on the site. Further, 9,200 sf of private usable open space would be divided among the 46 units, meeting the minimum required 200 sf of private usable open space per unit with a minimum 10-foot dimension.

Minimum setbacks are required as follows: 20 feet front yard from driveway line to face of garage and 10 feet front yard from driveway line to the remainder of the residential unit; 5 feet side yard with no encroachments allowed; and 10 feet rear yards with no encroachments allowed. The project, as proposed, is meeting all setback requirements.
08/23/2022 PH2 Page 3 of 165

MEETING DATE: AUGUST 23, 2022 PAGE 4
SUBJECT: CAMINO LARGO RESIDENTIAL DEVELOPMENT (P21-0300) Each home will include a minimum of 160 cubic feet enclosable overhead storage cabinet in the garage.

Proposed units would be constructed per the requirements of the California Building Code (CBC) that is in effect at the time building plans are submitted for permit approvals (including CALGreen requirements), and would include Heating, Ventilating and Air Conditioning (HVAC) units mounted on the ground.

As proposed,the project is consistent with applicable development standards for a small lot development in the R-1-13 zone.

General Plan: The proposed General Plan designation for the project site is Medium Density Residential 10 dwelling units per acre (10 du/ac). This land use designation supports residential uses, such as single- family detached units on smaller lots. Allowable uses in this designation and in the R-1-13 zone include single-family dwelling, accessory buildings, home occupation, flower and vegetable gardening; therefore, the proposed single-family subdivision would be consistent with the General Plan. Further, the project would improve an underutilized site in a residential neighborhood with single-family homes on individual lots. In addition, the proposed development would provide a higher level of design quality thereby helping preserve and enhance Vista's identity and image (Land Use and Community Identity (LUCI) Goal 1 in the General Plan).

Zoning / Development Code: The site is proposed to be zoned R-1-B Residential zone for small lot development. The R-1-13 zone allows for single-family dwelling on each lot and accessory buildings (i.e. detached garage), home occupation, flower and vegetable gardening. Therefore, if the City Council approves the applicant's request for a Tentative Subdivision Map and Site Development Plan, the proposed residential development would be consistent with the land uses permitted in the R-1-B zone.

Environmental Review. A Mitigated Negative Declaration (MND)was prepared for the proposed project, which is included as Exhibit "A" to Exhibit 1. The mitigation requirements are summarized in Appendix J of the MND. The public review period started on May 11, 2022 and ended on May 30, 2022. Five comment letters were received during that period, and written responses were prepared (contained in Appendix I of the MND).

Impacts to Biological Resources, Cultural Resources and Tribal Cultural Resources, Hazardous Materials and Noise were found to be potentially significant but the proposed mitigation measures would result in less than significant impacts.

Traffic: The project proposes 46 single-family dwelling units which will generate a total of 460 trips per day as identified in the Local Transportation Study report prepared by LLG, November 30, 2021. Because the project will generate less than 500 trips per day, the project is concluded to have no significant transportation impacts (VMT or Vehicle Miles Traveled) for purposes of CEQA and no VMT related improvements are required and VMT analysis is not needed. Senate Bill 743 (SB 743) resulted in a shift in the measure of effectiveness for determining transportation impacts from Level of Service (LOS) and vehicular delay to VMT. As of July 1, 2020, VMT analyses are required for use in all CEQA documents.

Transit service in Vista is provided by the North County Transit District (NCTD). Within the project area, NCTD operates two bus routes: Route 303 is a high frequency route that travels between the Oceanside Transit Center and the Vista Transit Center and travels along North Santa Fe Avenue in the project area; Route 318 also travels between the Oceanside Transit Center and the Vista Transit Center and travels along Bobier Drive, within one mile of the project site. Route 303 has a bus stop approximately 0.10 mile south of the project site. The project would not affect these existing bus operations or facilities.

Planning Commission Hearing. A public hearing was held at the Planning Commission on July 19, 2022, to consider the project. At the completion of the hearing, the Planning Commission voted to recommend denial of the project as outlined in the Planning Commission Resolution 2022-13 (see Exhibit 6).
08/23/2022 PH2 Page 4 of 165

MEETING DATE: AUGUST 23, 2022 PAGE 5
SUBJECT: CAMINO LARGO RESIDENTIAL DEVELOPMENT (P21-0300) Down Payment Assistance Program. California West Communities' (CalWest), developer of the proposed project, is proposing to financially sponsor a First-Time Homebuyer program to assist five income qualifying prospective homebuyers with purchasing a home in their development. The proposed program is unique, as no other First-Time Homebuyer program is funded by a developer. Additionally, the program targets households who are at or below 150 percent of the Area Median Income (AMI). Traditionally, publicly funded down payment assistance programs require households to be at or below 120 percent AMI. CalWest's goal is to increase home ownership for the "missing middle" (120 to 150 percent AMI) by financially contributing up to $875,000 for five households. This contribution will make owning a home more affordable for the income qualifying households. Below is an overview of the proposed program:
• Down payment and closing cost assistance in the form of a zero percent, non-amortizing, 30-year deferred second mortgage, known as a "silent second"
• An equity share provision for the first 15 years
• The second mortgage becomes due and payable, in full, upon sale of the property, transfer of deed, and if the homeowner no longer occupies the property as their primary residence • Eligible applicants must be at or below 150 percent of the AMI ($160,350 for a family of four) • The loan cannot exceed 20 percent of the acquisition price • A preference is provided to households who have four or more persons • A preference is provided to eligible buyers who have lived and/or worked in Vista continuously for the past two years
• The maximum loan amount cannot exceed $175,000
The proposed program will be administered by a nonprofit agency, who will work directly with the applicant and first mortgage lender. Loan payoffs and applicable equity share will be recirculated into the program to continue to assist prospective income qualifying homebuyers. Although the City will not be involved in servicing the loan, staff is supportive of the program. The program can make a significant impact in Vista homeownership, where often housing prices are outpacing income growth.

FISCAL IMPACT: The estimated value of the project at completion is approximately $39 million, which is anticipated to generate approximately $57,720 per year in property tax revenue for the City.

EXHIBITS:

1. City Council Resolution No. 2022- , approving a Mitigated Negative Declaration and Mitigation Monitoring and Reporting Program for 46 single-family homes located at 2123 N. Santa Fe Avenue (APN 159-240-07-00) with Exhibit A (page 6)

2. City Council Ordinance No. 2022- , approving a Zone Change from A-1 Agricultural Zone to R-1-13 Residential Zone Small Lot Development to allow for 46 single family homes on a 9.3-acre site located at 2123 N. Santa Fe Avenue (APN 159-240-07-00) (page 10)

3. City Council Resolution No. 2022- , approving a General Plan Amendment, Site Development Plan and Tentative Subdivision Map for 46 single-family homes located at 2123 N. Santa Fe Avenue with Exhibits A, B and C (page 13)

4. City Council Resolution No. 2022- , denying a General Plan Amendment, Zone Change, Site Development Plan and Tentative Subdivision Map for 46 single-family homes located at 2123 N. Santa Fe Avenue with Exhibit A (page 96)

5. July 19, 2022 Planning Commission Staff Report and Draft Minutes (page 145)

6. Planning Commission Resolution 2022-13 (page 161)

7. Location Map (page 164)

8. Large Scale Plans (limited distribution)
08/23/2022 PH2 Page 5 of 165

RESOLUTION NO. 2022-

A RESOLUTION OF THE CITY COUNCIL OF THE CHARTERED CITY OF

VISTA, CALIFORNIA, APPROVING A MITIGATED NEGATIVE DECLARATION AND MITIGATION MONITORING AND REPORTING PROGRAM FOR 46
SINGLE-FAMILY HOMES LOCATED AT 2123 N. SANTA FE AVENUE
APPLICANT: CALIFORNIA WEST COMMUNITIES
PLANNING CASE NO. P21-0300
The City Council of the City of Vista does resolve as follows:

1. Findings. The City Council hereby finds and declares the following:

A. The applicant filed an application for a General Plan Amendment, Zone Change, Site Development Plan and Tentative Subdivision Map to develop 46 single- family dwelling units located at 2123 N. Santa Fe Avenue; B. A Mitigated Negative Declaration and Mitigation Monitoring and Reporting Program was prepared for the project;
C. A notice describing the proposed project and the intent to adopt a Mitigated Negative Declaration was duly mailed to all property owners within 500 feet of the property boundaries and published in the "Union Tribune," a newspaper of general circulation, more than 30 days prior to the City Council public hearing in order to provide an opportunity for public comment on the Mitigated Negative Declaration; D. Five comment letters were received regarding the information included in the Mitigated Negative Declaration. The City's responses to the comments received are included in the Mitigated Negative Declaration attached hereto as Exhibit "A".

E. Potentially significant environmental impacts in the areas of biological resources, cultural resources, hazards, land use, and noise would be mitigated to less than significant levels with implementation of the mitigation measures included in the Mitigation Monitoring and Reporting Program, attached hereto as Appendix "J" to Exhibit "A".

F. On July 19, 2022, the Planning Commission held a public hearing, duly noticed and conducted in the manner required by law, on said application and proposed Mitigated Negative Declaration, and at said public hearing every person wishing to address the Planning Commission regarding said application and Mitigated Negative Declaration had an opportunity to do so;
G. On August 23, 2022, the City Council held a public hearing, duly noticed and conducted in the manner required by law on said applications and proposed Mitigated Negative Declaration, and at said public hearing, every person wishing to P21-0300 RESO MND
EXHIBIT 1
08/23/2022 PH2 Page 6 of 165

RESOLUTION 2022-

PLANNING COMMISSION OF THE CHARTERED CITY OF VISTA
PAGE 2
address the City Council regarding said application and Mitigated Negative Declaration had an opportunity to do so;
H. In accordance with the California Environmental Quality Act and the State CEQA Guidelines, the City Council has reviewed and considered said application and Mitigated Negative Declaration, all written comments received, and all comments presented at the public hearing in reaching its decision on the application.

2. Action.

A. The above recitals are true and correct.

B. Based upon the Initial Study and the reports, comments and recommendations received, the City Council finds and determines that there is no substantial evidence in the record before it that the project, if mitigated as proposed in the Mitigation Monitoring and Reporting Program, may have a significant effect on the environment.

C. The City Council, pursuant to Section 15074 of the California Environmental Quality Act Guidelines, hereby adopts the Mitigated Negative Declaration and Mitigation Monitoring and Reporting Program, a copy of which is attached hereto as Exhibit "A", and Appendix "J" to Exhibit "A".

D. The City Council hereby authorizes and directs the City Planner to prepare and file a Notice of Determination with respect to said Mitigated Negative Declaration in the office of the County Clerk of the County of San Diego, as provided in the California Environmental Quality Act.
(Continued on next page)
P21-0300 RESO MND
08/23/2022 PH2 Page 7 of 165

RESOLUTION 2022-

PLANNING COMMISSION OF THE CHARTERED CITY OF VISTA
PAGE 3

3. Adoption. PASSED AND APPROVED at a regular meeting held on the 23rd day of August, 2022, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

JUDY RITTER, MAYOR
APPROVED AS TO FORM: ATTEST:

Walter Chung, Acting City Attorney KATHY VALDEZ, CITY CLERK By: By:

Exhibits:

A. Mitigated Negative Declaration / Mitigation Monitoring and Reporting Program

APPROVED
Walter Chung
201606872912562
P21-0300 RESO MND
08/23/2022 PH2 Page 8 of 165

Attachment A to Exhibit 1 is available electronically on the City's website due to the length of the reports/documents. 08/23/2022 PH2 Page 9 of 165

ORDINANCE NO. 2022-

AN ORDINANCE OF THE CITY COUNCIL OF THE CHARTERED CITY
OF VISTA, CALIFORNIA, APPROVING A ZONE CHANGE FROM A-1
AGRICULTURAL ZONE TO R-1-B RESIDENTIAL ZONE SMALL LOT
DEVELOPMENT TO ALLOW FOR 46 SINGLE-FAMILY HOMES ON A

9.3-ACRE SITE LOCATED AT 2123 N. SANTA FE AVENUE (APNs 159- 240-07-00)
APPLICANT: CALIFORNIA WEST COMMUNITIES
PLANNING CASE NO. P21-0300
The City Council of the City of Vista does ordain as follows:

1. Findings. The City Council hereby finds and declares all of the following:

A. This ordinance is enacted by the City Council pursuant to its authority under the Charter of the City of Vista and Article 11 , Section 7 of the California Constitution.

B. The applicant, California West Communities, submitted a formal application to change the zoning designation from Agricultural (A-1) to Residential (R-1-13) small lot development on one parcel located at 2123 N. Santa Fe Avenue (APNs 159-240-07-00).

C. A Mitigated Negative Declaration (MND) was prepared for the proposed subdivision, which is included as Exhibit "A" to Exhibit 1 . The mitigation requirements are summarized in the Mitigation Monitoring and Reporting Program. The public review period started on May 11 , 2022, and ended on May 30, 2022, and five comment letters were received during this public review period. The comment letters and the Responses to Comments are included in the Final MND as Appendix I of the MND.

D. The Planning Commission is an advisory body to the City Council with respect to zoning amendments, and recommended denial of the proposed Zone Change with the approval of Planning Commission Resolution No. 2022-13.

E. Pursuant to chapters 18.06 and 18.80 of the Vista Development Code, the City Council held a duly noticed public hearing on the requested Zone Change on August 23, 2022.

F. At said public hearing, staff reports, both written and oral were received in evidence and all persons desiring to speak on the proposed project were heard. At the conclusion of said hearing, after consideration of all evidence presented, the City Council reached a decision on the matter as set forth.

EXHIBIT 2
08/23/2022 PH2 Page 10 of 165

ORDINANCE 2022-

CITY COUNCIL OF THE CHARTERED CITY OF VISTA
PAGE NO. 2

2. Code Amendment.

A. The zoning designation on one parcel located at 2123 N. Santa Fe Avenue is hereby changed from Agricultural (A-1) to Residential (R-1-B) small lot development. The City Planner is hereby authorized to make a corresponding change to the official Zoning Map on the effective date of this Ordinance. The recommended Zone Change is attached as Exhibit "A".

3. Severability. If any word, sentence, paragraph, or other portion of this ordinance is deemed to be invalid or unenforceable for any reason by a court of competent jurisdiction, the City Council declares its intent that all remaining words, sentences, paragraphs or portions of the ordinance not held to be invalid or unenforceable shall remain in full force and effect, and shall be so construed, as if the original ordinance did not contain the invalid or unenforceable language.

4. Effective Date. This Ordinance shall be in full force and effect on the thirty-first day following the date of its adoption.

5. Adoption. INTRODUCED and ADOPTED at a meeting of the City Council of the City of Vista held on August 23, 2022, by the following vote:

AYES:

NOES:

ABSTAIN:

JUDY RITTER, MAYOR
APPROVED AS TO FORM: ATTEST:

Walter Chung, Acting City Attorney Kathy Valdez, City Clerk By: By:

Exhibits:

A. Zone Change Exhibit

APPROVED
Walter Chung
201606843292741
08/23/2022 PH2 Page 11 of 165

Zone Change
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08/23/2022 PH2 Page 12 of 165

RESOLUTION NO. 2022-

A RESOLUTION OF THE CITY COUNCIL OF THE CHARTERED CITY OF

VISTA, CALIFORNIA, APPROVING A GENERAL PLAN AMENDMENT, SITE DEVELOPMENT PLAN AND TENTATIVE SUBDIVISION MAP FOR 46
SINGLE-FAMILY HOMES LOCATED AT 2123 N. SANTA FE AVENUE
APPLICANT: CALIFORNIA WEST COMMUNITIES
PLANNING CASE NO. P21-0300
The City Council of the City of Vista does resolve as follows:

1. Findings. The City Council hereby finds and declares the following:

A. The applicant, California West Communities, has submitted an application for a General Plan Amendment, Zone Change, Site Development Plan and Tentative Subdivision Map to construct 46 single-family dwelling units on a 9.3-acre site located at 2123 N. Santa Fe Avenue. The project proposes to construct 46 homes, open space amenities, guest parking, and associated site improvements; B. The property for which the approvals are requested is more specifically described as follows:

A 9.3-acre parcel located at the northeast corner of N. Santa Fe Avenue and Camino Largo, addressed as 2123 N. Santa Fe Avenue, and also known as Assessor's Parcel Number 159-240-07-00;
C. On July 19, 2022, the Planning Commission held a duly noticed public hearing to consider the Mitigated Negative Declaration and Mitigation Monitoring and Reporting Program, General Plan Amendment, Zone Change, Site Development Plan and Tentative Subdivision Map for the project;
D. On July 19, 2022, the Planning Commission took no action on the Mitigated Negative Declaration and Mitigation Monitoring and Reporting Program, and adopted Resolution 2022-13, recommending City Council denial of the General Plan Amendment, Zone Change, Site Development Plan and Tentative Subdivision Map; E. On August 23, 2022, the City Council held a duly noticed public hearing to consider the request for the Mitigated Negative Declaration and Mitigation Monitoring and Reporting Program, General Plan Amendment, Zone Change, Site Development Plan, and Tentative Subdivision Map, including the Conditions of Approval attached as Exhibit A;
F. At the public hearing staff reports both written and oral were received in evidence, and all persons desiring to speak on the project were heard. At the conclusion of said hearing, after consideration of all evidence presented, the City Council made certain findings and reached a decision on the project as hereinafter set forth.

P21-0300 RESO SDPTSM
EX
08/23/2022 PH2 3

RESOLUTION 2022-

CITY COUNCIL OF THE CHARTERED CITY OF VISTA
PAGE 2

2. Action.

A. The above recitations are true and correct.

B. For the following reasons, the City Council hereby amends the General Plan Map for 2123 N. Santa Fe Avenue as proposed by the applicant:

1. The General Plan, Land Use and Community Identity (LUCI) Element, Goal 2 promotes the preservation and enhancement of neighborhoods that share common development patterns, topography, major streets, and zoning patterns.

The proposed General Plan amendment would allow for small lot residential development that would be compatible with other existing surrounding single-family residential development and their lot sizes in the immediate vicinity of this project.

Camino Largo (private street) would also be improved to benefit proposed development as well as existing homes that currently access N. Santa Fe Avenue via Camino Largo; currently Camino Largo is only paved 20 feet wide whereas the proposed project would improve Camino Largo to a minimum of 28 feet in road width along with new proposed sidewalk abutting the project site along Camino Largo. The subject property is surrounded by single-family residential uses to the immediate north, east and south.

Therefore, the proposed residential single-family project is compatible with adjacent land uses. The density of the proposed project is consistent with the density allowed by the proposed General Plan designation.

C. The City Council makes the following findings with regard to the Site Development Plan request:

1. The project conforms to the following:
a. All applicable elements of the General Plan, Development Code regulations, Design Review Manual, including the community's goals and objectives as established by said documents, and other applicable City codes, ordinances and policies, state laws and applicable safety codes. i. As a related approval, the City Council considered a General Plan Amendment to allow for 46 single-family residential lots on the subject property and implement the proposed Zone Change, Tentative Subdivision Map and Site Development Plan for a total of 46 single-family homes. The small lot residential development requirements contained under Chapter 18.33 of the Development Code will regulate the development of the proposed residential subdivision, including building setbacks, height, parking, landscaping, and lot design. Subject to the approval of the proposed General Plan Amendment and Zone Change, the proposed project would be consistent with the General Plan land use designation of Medium Density (MD) at 10 DU/AC, resulting in a density of 4.95 dwelling units per acre. ii. As a related approval, the City Council considered a P21-0300 RESO GPASDPTSM
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PAGE 3
Zone Change and Tentative Subdivision Map for the creation of the 46 single-family lots and associated homes and improvements. The proposed single-family residential subdivision is consistent with the allowed uses within the R-1-13 zone, subject to approval of a Site Development Plan. Consistent with this requirement, the Site Development Plan is being reviewed by the City Council. iii. The proposed project is consistent with the
requirements of the Design Review Manual with respect to architectural design, landscaping, and recreational amenities. Consistent with Design Review Manual requirements, the project incorporates the use of various materials and decorative elements to provide an attractive architectural design including a varied-height roof line, stucco-finished exterior walls that are enhanced with wood and other stone accents in complementary colors. Flat planes would be disrupted with portions of the residences recessed further from the street front, covered front porches, and pitched roofs.

Internally, the development would have commonality by using a neutral color palette while expressing individuality through a variation of architectural features such as shutters, arches, and porch and entryway size and placement. iv. All construction on the site will be required to conform to the applicable building and safety regulations.
b. Specific conditions of approval that have been levied as a result of any previous discretionary approval(s); examples of which include, but are not limited to the following: subdivision map, specific plan, special use permit, etc. i. There are no prior discretionary approvals or
conditions of approval applicable to the project.

C. The proposed project, as conditioned, includes the required on- and off-site improvements to implement the purpose and intent of the Development Code and the City's design and development standards.
i. All required on- and off-site improvements are either included in the project design or imposed as Conditions of Approval in Exhibit "A".

D. The City Council hereby makes following findings with regard to the Tentative Subdivision Map request:

1. The proposed map is consistent with the General Plan of the City of Vista, and every element thereof, for the following reasons:
a. The project site is currently designated by the General Plan as Rural Residential (RR) 1 du/ac. The proposed designation is Medium Density (MD) residential land use (maximum of 10 dwelling units per acre) that would allow a maximum of 93 units on the subject site. The 46 proposed units would result in a density of 4.95 units per acre. Therefore, the density of the proposed project will be P21-0300 RESO GPASDPTSM
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consistent with the proposed designation in the Vista General Plan Land Use and Community Identity Element.
b. The project as designed is consistent with the Land Use and Community Identity Element. The subject property is surrounded by single-family residential uses to the immediate north, east and south. Therefore, the proposed residential single-family project is compatible with adjacent land uses. The density of the proposed project is consistent with the density allowed by the proposed General Plan designation.

2. The design and improvements of the proposed subdivision are compatible with the Vista General Plan for the following reason:
a. The design and improvements meet the criteria of Development Code Titles 16, 17 and 18 to implement the General Plan.

3. The site is physically suitable for the type of development for the following reason:
a. The land area and topography will support the 46 single- family units and related common private streets and driveways proposed by the Tentative Subdivision Map.

4. The site is suitable for the proposed density of development for the following reason:
a. The density of the subdivision is 4.95 dwelling units per acre which is below the proposed density (maximum 10 dwelling units per acre) allowed by the General Plan. And the site is surrounded by other single-family residential development within close proximity to schools, park and open space areas.

5. The design of the subdivision or the proposed improvement are not likely to cause substantial environmental damage, or substantially and avoidably injure fish, wildlife or their habitat for the following reason:
a. The project site is substantially surrounded by existing single-family units. Approval of the project would not result in significant effects related to noise, air quality, or water quality with implementation of proper mitigation measures.

The project site does not support any riparian habitat or wetlands identified by federal, state, regional or local agencies. Furthermore, native wildlife corridors do not exist on the project site, and the property does not contain any biological resources that are protected by local policies. A biological resources mitigation measure has been incorporated into the project conditions of approval to address the potential of construction activities during the avian breeding season (from Feb. 1 st through August 31 st). Weekly surveys and a biological monitor shall report results of the surveys and if any protective measures done in compliance with State and federal laws for protection P21-0300 RESO GPASDPTSM
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of birds.

6. The design of the subdivision or the type of improvements is not likely to cause serious public health problems for the following reasons:
a. Adequate public services, including emergency services, and utilities, including sewer service, will be extended to the subdivision to ensure no public health problems occur as a result of the subdivision. Additionally, mitigation measures related to Hazards and Hazardous Waste, and Noise, have been imposed upon the project to further protect against public health impacts. b. The road improvements as proposed and imposed by the Conditions of Approval meet City standards.

7. The design of the subdivision or the type of improvements will not conflict with easements of record or easements established by court judgement acquired by the public at large for access through, or use of property within the proposed subdivision for the following reason:
a. All such easements shall be relocated or reserved from development.

8. All requirements of CEQA have been met. A Mitigated Negative Declaration was prepared for the project and all pertinent mitigation measures have been imposed and incorporated into the project as conditions of approval.

E. The above findings satisfy all of the requirements of the Subdivision Map Act and Title 17 of the City's Development Code.

F. In view of the above findings and the applicable law, the City Council approves the General Plan Amendment, Site Development Plan and Tentative Subdivision Map to construct 46 single-family dwelling units on a 9.3-acre site located at 2123 N. Santa Fe Avenue (Planning Case No. P21-0300), a copy of which is attached hereto as Exhibit B, subject to the Conditions of Approval in Exhibit A to this Resolution.

G. The Tentative Subdivision Map, or any portion thereof for which a Final Map is not yet recorded, shall become null and void as set forth in Exhibit "A".

H. The applicant must execute a written acceptance of these Conditions of Approval in Exhibit A to this Resolution no later than thirty (30) days after the permit is approved or the permit shall become null and void.

I. Failure to abide by and faithfully comply with any and all conditions of approval included in Exhibit "A" shall constitute grounds for revocation of the approvals by the City Council.

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3. Adoption. PASSED AND APPROVED at a regular meeting held on the 23rd day of August, 2022, by the Vista City Council by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

JUDY RITTER, MAYOR
APPROVED AS TO FORM: ATTEST:

Walter Chung, Acting City Attorney Kathy Valdez, City Clerk By: By:

Exhibits:

A. Conditions of Approval
B. Project Plans
C. General Plan Amendment

APPROVED
Walter Chung
201606889275514
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EXHIBIT "A"

CONDITIONS OF APPROVAL
P21-0300
Camino Largo
California West Communities
PROJECT: A request for a General Plan Amendment, Zone Change, Site Development Plan and Tentative Subdivision Map for 46 single-family dwelling units in the proposed Medium Density Residential land use designation (10 du/ac) and located at 2123 N. Santa Fe Avenue.

A. SCOPE OF PROJECT
This project consists of 46 single-family dwelling units in the proposed Medium Density Residential land use designation (10 du/ac) and located at 2123 N. Santa Fe Avenue which shall conform to Exhibit "B".

B. APPLICABLE REGULATIONS

1. Where not otherwise specified, this project shall be subject to the regulations of the City of Vista Municipal and Development Codes as well as other applicable local, State and Federal regulations.

2. Prior to any construction on the site, all required permits shall be obtained.

3. VIOLATION OF CONDITIONS: Should significant violations of conditions be reported to the City, the City may take action pursuant to Chapter 17.88 of the Vista Development Code
C. FINAL MAP
A Final Map is required for this subdivision as set forth in Condition F-1.

D. EXPIRATION AND PHASING OF TENTATIVE MAP

1. Unless a Final Map is recorded or an extension granted pursuant to Title 17 of the Development Code, this Tentative Subdivision Map shall expire at 11:59 PM on the third anniversary of the adoption of this Resolution.

2. The recordation of the Final Map and construction of all access improvements and public utility improvements may not be phased.

E. BUILDING AND STRUCTURAL INFORMATION AND CONDITIONS

1. All construction and designs are to comply with the model codes adopted by the City of Vista at the time permit applications are filed, and construction documents are submitted for plan check.

2. Separate permit is required for each building and retaining walls. 21-0300exa 1
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F. ENGINEERING INFORMATION AND CONDITIONS

1. General
a. A Final Map shall be prepared by a Registered Civil Engineer or Licensed Land Surveyor, and shall be in accordance with the approved Tentative Map, the Subdivision Map Act and Vista Development Code Title 17, Chapter 17.64, and shall be subject to approval by the Land Development Engineer. The Final Map shall be approved by City Council per City of Vista ordinances.
b. Prior to issuance of any building permits, the public improvement plans shall be approved by the Land Development Engineer and bonded for. c. An Owners Association shall be formed for this project to address the maintenance of private facilities. The applicant shall submit two sets of CC&Rs with the Final Map for concurrent review and approval. The CC&Rs shall address maintenance of private street(s), monument signage, common area (and inaccessible non-common area) landscaping, landscaping along proposed non-contiguous sidewalk within public right-of-way, private drainage systems (including BMPs and BMP outlet pipes to existing offsite drainage channel or public storm drains), access roads, streetlights, gates, perimeter fencing, retaining walls and any other private improvements. The full width of Camino Largo along the frontage of the project shall be maintained by this subdivision. A private street maintenance agreement for Camino Largo shall be recorded concurrently with the Final Map. d. The CC&Rs submittal shall include a matrix noting each applicable condition of approval and the page within the CC&Rs where the item is addressed.

Recorded CC&Rs shall include a signature line for the City with a declaration that the recorded CC&Rs satisfy the terms of the land use approval authorizing the map. The signature block for the CC&Rs shall be accepted by the City with the following signature block:

The City of Vista has reviewed these CC&Rs and the terms of the land use approval authorizing the map have been complied with, based on language included in the following provisions or the CC&Rs. Any amendment to those provisions must be countersigned by the City to confirm that the changes do not materially modify the preceding list of the CC&Rs in a manner to deviate from the requirements of the land use approvals.

City of Vista Representative
e. The approval of the Tentative Subdivision Map shall not mean that closure, vacation, or abandonment of any public street, right of way, easement, or facility is granted or guaranteed to the applicant. Section 66434(g) or 664450) of the Government Code may be applied at the discretion of the City Engineer. If not applied, the applicant is responsible for applying for all 21-0300exa 2
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closures, vacations, and abandonments as necessary. The application(s) for such actions shall be reviewed and approved or rejected by the City under separate process per codes, ordinances, and policies in effect at the time of the application.
f. A private road and utility easement over Lot "C" as shown on the approved Tentative Map P21-0300 shall be recorded concurrently with the Final Map for the benefit of APN's 159-240-05, 06, 13 & 14.
g. Where proposed off-site improvements, including but not limited to slopes, public utility facilities, and drainage facilities, are to be constructed, the applicant shall, at his own expense, obtain all necessary easements or other interests in real property and shall dedicate the same to the City as required.

The applicant shall provide documentary proof satisfactory to the City that such easements or other interest in real property have been obtained prior to the approval of the Final Map. Additionally, the City, may at its sole discretion, require that the applicant obtain at his sole expense a title policy insuring the necessary title for the easement or other interest in real property to have vested with the City of Vista or the applicant, as applicable. h. The applicant shall obtain any necessary permits and clearances from all public agencies having jurisdiction over the project due to its type, size, or location, including but not limited to the U. S. Army Corps of Engineers, California Department of Fish & Game, U. S. Fish and Wildlife Service and/or San Diego Regional Water Quality Control Board (including NPDES), San Diego County Health Department, prior to the issuance of grading permits.
i. This project shall provide year-round erosion control including measures for the site required for the phasing of grading. Prior to the issuance of grading permit, an erosion control plan, designed for all proposed stages of construction, shall be reviewed, secured by the applicant with cash securities and approved by the Land Development Engineer. j. The drainage design on the Tentative Map is conceptual only. The final design shall be based upon a hydrologic/hydraulic study to be approved by the Land Development Engineer during final engineering. All drainage picked up in an underground system shall remain underground until it is discharged into an approved channel, or as otherwise approved by the Land Development Engineer. All public storm drains shall be shown on City standard plan and profile sheets. All storm drain easements shall be dedicated where required. The applicant shall be responsible for obtaining any off-site easements for storm drainage facilities. Runoff from the lots shall be conveyed safely in an underground system to prevent erosion. k. Prior to grant of occupancy, the Engineer of record must submit "As-Built" drawings to construction inspector assigned to his project for final approval. 21-0300exa 3
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The Inspector will review the"As-Built" drawings, sign and return them to the Engineer.

Submit two (2)full size paper copies of the plans marked with as-builts in red or bubbled to show areas that changed from the original design. Each set should be wet signed by the EOW in the as-built signature block as well as wet signed by the soils/geotechnical engineer for his/her approval of the compaction of the site.

I. The development shall comply with all applicable regulations established by the United States Environmental Protection Agency(USEPA)as set forth in the National Pollutant Discharge Elimination System (N.P.D.E.S.) permit requirements for urban runoff and storm water discharge and any regulations adopted by the City pursuant to the N.P.D.E.S. regulations or requirements. Further, the applicant may be required to file a Notice of Intent with the State Water Resources Control Board to obtain coverage under the N.P.D.E.S. General Permit for Storm Water Discharges Associated with Construction Activity and may be required to implement a Storm Water Pollution Prevention Plan (SWPPP) concurrent with the commencement of grading activities. SWPPPs include construction pollution control measures. The applicant shall comply with all the provisions of the Clean Water Program during and after all phases of the development process, including but not limited to: mass grading, rough grading, construction of street and landscaping improvements, and construction of dwelling units. The applicant shall design the Project's storm drains and other drainage facilities to include Best Management Practices to minimize non-point source pollution, satisfactory to the Land Development Engineer. m. Any existing broken pavement, concrete curb, gutter, or sidewalk or any damaged during construction along the frontage of the project, shall be repaired or replaced as directed by the Public Works Inspector.

2. Grading
a. Prior to any grading of any part of the project, a comprehensive soils and geologic investigation shall be conducted of the soils, slopes, and formations of the project. All necessary measures shall be taken and implemented to assure slope stability, erosion control, and soil integrity. No grading shall occur until a detailed grading plan, to be prepared in accordance with the Development Code, is approved by the Land Development Engineer. b. If the project involves demolition of an existing structure or surface improvements, the grading and erosion control plans shall be approved by the Land Development Engineer prior to the issuance of a demolition permit.

No demolition shall be permitted without an approved erosion control plan. 21-0300exa 4
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c. A precise grading and private improvement plan shall be prepared, reviewed, secured and approved prior to the issuance of any building permits. The grading plan shall be prepared by a California Registered Civil Engineer. The plan shall reflect all pavement, flatwork, drainage devices, utility services, landscaped areas, special surfaces, curbs, gutters, walls, medians, striping, signage, streetlights, and footprints of all structures.

Parking lot striping shall be shown on all precise grading and private improvement plans. An erosion control plan shall be submitted along with the grading plans for the site. A BMP plan shall also be submitted with the grading plans and shall include locations of all BMP's, construction details and notes as required.
d. The applicant shall monitor, supervise, and control all construction and construction-supportive activities, so as to prevent these activities from causing a public nuisance, including but not limited to, insuring strict adherence to the following:

1. Dirt, debris and other construction material shall not be deposited on any public street or within the City's storm water conveyance system.

2. All grading and related site preparation and construction activities shall be limited to the hours of 7 AM to 5 PM, Monday through Friday, and from 8 AM to 4 PM on Saturdays. No Engineering related construction activities shall be conducted on Sundays or legal holidays unless written permission is granted by the Land Development Engineer with specific limitations to the working hours and types of permitted operations. All on-site construction staging areas shall be as far as possible (minimum 100 feet) from any existing residential development. Because construction noise may still be intrusive in the evening or on holidays, the City's Noise Ordinance also prohibits any disturbing, excessive, or offensive noise which causes discomfort or annoyance to reasonable persons of normal sensitivity.

3. The construction site shall accommodate the on-site parking of all motor vehicles used by persons working at or providing deliveries to the site.

4. During active construction, areas shall be watered to reduce fugitive dust.
e. Grading and drainage facilities shall be designed and installed to adequately accommodate the local storm water runoff and shall be in accordance with the City's Development Code and as directed by the City Engineer.

Drainage facilities shall include an onsite detention basin to attenuate the 21-0300exa 5
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peak flows resulting from a 100-year storm event down to a level equal or less than the pre-development flow.
f. This project requires off site grading and road improvements. Access to all existing residences shall be maintained at all times. No grading for private improvements shall occur outside the limits of this approval unless Developer obtains, records and/or submits a recorded copy of an appropriate easement from the owners of the affected properties. If Developer is unable to obtain the required easement, or agreement, no grading permit will be issued. In that case Developer must either apply for and obtain an amendment of this approval or modify the plans so grading will not occur outside the project and apply for and obtain a finding of substantial conformance from both the City Engineer and Planning Director g. The portion of existing reciprocal private road and utility easement per recorded documents 2007-0706045 and 2013-0426168 to be quitclaimed under a separate document before the approval of the proposed improvements within such easement area.
h. Project should coordinate with adjacent properties to establish new 40' private road and utility easement over the full width of proposed improved Camino Largo Drive along the project frontage of such private street. i. Project shall grant the northern half of improved Camino Largo from N Santa Fe to the SE corner of project boundary within proposed LOT C to adjacent properties, including but not limited to APN 159-240-05, 06, 10, 11, 12, 13, 14, 31, 32, 33, to be able to legally access through full width of improved Camino Largo.
j. Developer to obtain private road easement from adjacent property APN 159- 240-31-00 for proposed offsite private street improvements beyond the east end of existing reciprocal private road and utility easement before the approval of the proposed private road improvements within such proposed easement area. Proposed offsite private road improvements to be maintained by HOA.
k. Developer to obtain private permanent easement and establish legal agreement with adjacent properties for HOA's future maintenance of both onsite of offsite private street improvements before the approval of plans.

I. Developer to obtain private drainage easement from APN 159-240-31-00 for proposed offsite storm drain(s), head walls, and riprap installations within such property before the approval of the proposed improvements within such easement area.
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m. Developer shall establish proper private drainage easement on proposed map along proposed drainage ditch across Lot 2, 3, 14, and 15 while avoid conflict with existing or future adjacent SDGE facilities and easement. n. During active construction, areas shall be watered to reduce fugitive dust.

3. Improvements
a. Prior to approval of the Final Map all improvement requirements shall be covered by a subdivision agreement and secured with sufficient improvement securities or bonds guaranteeing performance and payment for labor and materials, setting of monuments, and warranty against defective materials and workmanship. Any private streets that are created shall be subject to a Private Street Maintenance Agreement to be recorded concurrently with the Final Map.
b. All public improvements are required at the time of subdivision and/or development and shall be under construction to the satisfaction of the Land Development Engineer prior to the issuance of the first building permit, excluding retaining wall permits. All public improvements including underground conversion of overhead utilities shall be completed prior to issuance of any Certificate(s) of Occupancy.
c. Engineered street, and sewer improvement plans for Camino Largo and N.

Santa Fe Ave. shall be prepared and submitted by a California Registered Civil Engineer for plan check and approval of the Land Development Engineer.
d. The following streets shall be dedicated on the Final Map and improved as noted:

North Santa Fe Avenue:
a.) A 100-foot-wide right-of-way (ROW) improved with an 80-foot- wide curb-to-curb pavement section centered within the ROW. b.) Improvements shall be to ultimate street centerline and shall consist of streetlights, 6-inch curb/gutter, 5-foot-wide sidewalk within a ten-foot-wide parkway, a minimum pavement section of 4" AC over 8" CLI IAB structural pavement section with a TI of 8.5 per city standard SRF-06C. For this project an in-lieu fee shall be paid for construction of the required center median.
c) Streetlight(s) shall be placed meeting spacing requirements per city standard ELE-01A.
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Camino Largo:
a.) A 40-foot-wide private road and utility easement, improved with a minimum 28-foot-wide flow line to flow line pavement section. b.) Improvements shall consist of standard curb and gutter, 6-foot- wide parkway, a minimum pavement section of 4 inches of AC on 8 inches of class 2 base with a TI of 6.0 for a 28-foot-wide street section.
e. Prior to the start of any work, grading or otherwise on Camino Largo the developer shall submit for review and approval, a phasing plan to maintain a 10-foot minimum travel lane for any existing homeowners currently using Camino Largo to access their property.
f. Street name signs and traffic control devices shall be built to City standards and as required by the Land Development Engineer and the Traffic Engineer.
g. All right-of-way alignments, street dedications, exact geometrics and widths shall be dedicated and improved as required by the Land Development Engineer.
h. Sight distance requirements at all street intersections shall conform to the Cal Trans intersectional sight distance criteria. Landscaping features such as slopes, fencing, retaining walls, trees, shrubs, and signage shall be designed to conform to the Cal Trans sight distance criteria. i. City streetlights shall be installed on all streets under the City's LS-2 rate schedule. The applicant shall pay all applicable fees, energy charges, and/or assessments and privately maintain said streetlights on all public or private streets within the subdivision boundary or along the frontage of the project.

Streetlight plans shall be submitted and approved prior to recordation of the Final Map. A private street and private street light maintenance agreement shall be prepared and recorded before occupancy.
j. Design and construction of all improvements shall be in accordance with standard plans and requirements of the City of Vista and subject to approval by the Land Development Engineer.
k. All public streets, with the exception of those designated in the ordinance as "hillside" or"rural", shall provide a minimum of 10 feet parkway between the face of curb and the right of way line. Public and private sidewalk and hardscape designated as "ADA path of travel" shall comply with ADA requirements.
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I. For projects that require a building permit, any public street adjacent to the project shall be improved as required by the Land Development Engineer. m. All existing overhead utility lines within the property and/or in the public right of way on the same side of a public right-of-way or private street abutting a new project, and all new extension services for the development of the project, including but not limited to, electrical, cable and telephone, shall be placed underground per City Code requirements and as required by the Land Development Engineer and current City policy.
n. Pavement sections for all streets, alleys, driveways, and parking areas shall be based upon approved soil tests and traffic indices. The pavement design is to be prepared by the applicant's soil engineer and must be approved by the Land Development Engineer, prior to paving.
o. Prior to approval of the grading and improvement plans the applicant shall contract with a geotechnical engineering firm to perform a field investigation of the existing pavement on all streets adjacent to the project boundary. The limits of the study shall be half-street plus twelve (12) feet along the project frontage. The field investigation shall include a minimum of one pavement boring per every fifty (50) linear feet of street frontage. Should the existing AC thickness be determined to be less than three (3) inches or without underlying Class II base material, the applicant shall remove and reconstruct the pavement section as determined by the pavement analysis submittal process detailed in following condition.
p. Upon review of the pavement investigation, the Land Development Engineer shall determine whether the applicant shall: 1) Repair all failed pavement sections, header cut and grind per the direction of the Public Works Inspector, and construct a minimum two (2)-inch thick rubberized AC overlay; or 2) Provide reconstruction recommendations which shall then be approved by the City Engineer.
q. Owner shall provide City of Oceanside of proposed grading plans and improvement plans to coordinate protection of existing 42-inch water line and corrosion test stations. Project utilities crossing designs should meet State Water Resource Control Board Division of Drinking Water, City of Oceanside, and Vista Sanitation District's requirements. Proposed grading and improvement plans should be submitted to City of Oceanside Water Utilities Department's for concurrent review and approval. Signature blocks should be provided on both grading and improvement plans for City of Oceanside's sign-off at final plan approval. Owner shall also coordinate with Oceanside on required ROW permit and Encroachment Removal Agreement (ERA)as determined needed by City of Oceanside. Waterline corrosion test stations should be protected in place and brought to grade if necessary. 21-0300exa 9
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4. Stormwater
a. This project will need to provide continuous simulation modeling to meet the requirements of the current storm water MS4 permit. This shall be provided with the first grading plan submittal for review. b. The applicant shall re-submit the Storm Water Quality Management Plan (SWAMP) and the Operations & Maintenance (O&M) Plan to the Engineering Division with the first submittal of engineering plans. Any and all changes must be clearly highlighted and noted for our review.

The O&M Plan shall be prepared by the applicant's Civil Engineer. It shall be directly based on the project's approved SWAMP. c. The applicant shall prepare and submit an Operations & Maintenance (O&M) Plan to the Engineering Division with the first submittal of engineering plans. The O&M Plan shall be prepared by the applicant's Civil Engineer. The O&M Plan shall be approved by the City Engineer prior to approval of any plans by the Land Development Division. At a minimum the O&M Plan shall include the designated responsible parties to manage the storm water BMP(s), employee's training program and duties, operating schedule, maintenance frequency, routine service schedule, specific maintenance activities, copies of resource agency permits, and any other necessary elements.
d. The applicant shall enter into a City-Standard Stormwater Facilities Maintenance Agreement with the City obliging the future owner(s) to maintain, repair and replace the storm water Best Management Practices (BMPs) identified in the project's approved Storm Water Quality Management Plan (SWAMP), as detailed in the O&M Plan into perpetuity. The Agreement shall be approved by the City Attorney and shall be recorded at the County Recorder's Office prior to issuance of any precise grading permit.
e. At a minimum, maintenance agreements shall require the staff training, inspection and maintenance of all BMPs on an annual basis. The project proponent shall complete and maintain O&M forms to document all maintenance activities. Parties responsible for the O&M plan shall retain records at the subject property for at least 5 years. These documents shall be made available to the City for inspection upon request at any time.
f. The BMPs described in the project's approved Storm Water Quality Management Plan (SWAMP) shall not be altered in any way, shape or form without formal approval by the project's final approving authority at a public City hearing, if such hearing was required for the approval of the project.
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g. The grading plans shall show all details to construct the proposed BMP's and storm water facilities, including plan and profile details with elevations called out on the plans. In the event that proposed facilities are not built correctly or do not function as they are intended the owner shall correct the identified deficiencies, revise the plans and provide redesign with the calculations needed to meet the requirements. A post- construction inspection of the project specific BMP's will be performed, and all storm water issues shall be corrected before occupancy will be allowed and bonds released.
h. This project will be required to implement post construction BMPs in accordance with the City of Vista BMP Design Manual and the San Diego Regional Water Quality Control Board (SDRWQCB) MS4 permit reissued as order no R9-2013-0001. A separate sheet shall be provided as part of the grading plans that indicates all site design, source control and treatment control BMP's. This sheet shall be signed by the architect, civil engineer, landscape architect, and geotechnical engineer. It shall show construction level details for all BMP's as required by the City Engineer.
i. The project shall provide a separate sheet as part of the grading plan showing all construction BMPs required. This construction BMP sheet shall be phased as needed and required by the City of Vista, alterations and or updated plans may be required during construction. Additional BMP's when requested by the City of Vista shall be implemented at least before the next rain event or within 48 hours of request whichever comes first.
j. All post construction BMPs shall be surveyed by a professional land surveyor. A written certification signed and stamped by the Civil Engineer of record shall be submitted prior to final inspection and occupancy release. The certification shall include language that the civil engineer has personally visited the site and confirms the BMPs as constructed are in conformance with the approved SWAMP and H&H reports and that all water quality requirements have been satisfied.
k. Prior to approval of either the Final SWQMP or Final Drainage Report the following must be addressed:
a) Provide hydraulic sizing for all drainage appurtenances and tie-in connections to the existing public storm drain system.
b) Provide an outlet structure detail for the proposed vault, corresponding to the HMP design calculations.
c) Address flow control and treatment control requirement for all newly created or replaced impervious area, including the full 21-0300exa 11
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improvements expected on Camino Largo.
d) Provide flow based MWS sizing calculations.
e) Implement measures to satisfy the DCV retention requirement associated with the selection of Proprietary Biofiltration. f) Engineer of work will be required to verify that the proposed structural BMP(s) has been designed to mitigate for any increases in pollutant loadings, peak flow rates and/or runoff volume arising from future changes to the site plan.

I. Proposed outlet pipes and cleanouts discharging private BMP Basin A to city's existing public storm drain system are considered private facilities and should be maintained by future HOA. For the portion located within City's public right-of-way (ROW), City's Encroachment Agreement is required to be recorded before approval of such proposed improvements. m. Any proposed green street features or structural BMPs located within N Santa Fe's ROW should be maintained by future HOA with city's Encroachment Agreement required to be recorded. Landscaping between non-contiguous sidewalks and N Santa Fe's curb should be maintained by future HOA and clarified in development's CC&Rs.

3. Public Sewer and Water Utilities
1) The proposed residential development project is NOT within the City of Vista Sewer Service Area as determined by the current `2017-Sewerage Master Plan' and the `Sewer Facility Maps'. However, this project is within the sewer service area OV5(82- 84A)of the `Oceanside-Vista Flow Transfer Agmt'. Therefore, there is sewer service available for this project.
2) An existing 12-in DIP (Dwg-1934, 1986-Yr, aka, Barsby Trunkline) public sewer main along Camino Largo Road is available for connection.
3) The residential development proposed density is in compliance with the current General Plan and zoning requirements. Therefore, the project proposed sewer capacity is within the allowable sewer capacity for these parcels as determined by the current`2017-Sewerage Master Plan'. Therefore, there is enough sewer capacityfor this residential development.
4) The proposed peak sewer capacity estimate for this project, based on the Site Development Plan submittal dated May - 2022, will be calculated based on the current City of Vista Municipal Codes (Ref. VMC Sections 14.01.030, 06.110, 120, & 130).
5) Developer shall obtain a `Sewer Discharge' permit from the City of Vista, and pay all related fees and charges, prior to obtaining a Building permit. Commitment to provide 21-0300exa 12
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sewer services is made by the District's Board and/or City Council, and is subject to compliance with Sewer District's conditions, terms, rules, and regulations, posting required securities/bonds, and payment of all pertinent fees and charges. 6) Water Meter Requirements: Two (2) water meters (min) are required to be installed and labeled separately (Ref. VMC 18.56.080.G6.ix). One separate, individual, dedicated water meter for interior domestic use for each separate residential parcel.

Another separate, individual, dedicated water meter for exterior landscape irrigation use of the common areas.
7) Sewer connection to existing sewer facilities — Developer shall hire a qualified California Registered Land Surveyor or Engineer to survey and certify the invert elevations of the existing sewer manholes #OV5.84A, 83, 82, 81, 80, 79, where the proposed sewer main extension is connecting —Add note to the improvement Plans. 8) A signed and stamped and dated `Survey Manhole Certification' shall be submitted to the Sanitation Engineer, prior to approval of the Grading and Improvement Plans. 9) The certificate shall include manhole IDs, top of rim and invert elevations, city Benchmark, and survey date.
10) Developer to relocate approximately 350-If(from SMHOV5.82 to SMH #OV5.84A)of the existing off-site public 8-in sewer main along center of N Santa Fe Avenue, and/or as directed by the Sanitation Engineer or his representative. 11) Prior to the relocation of the existing sewer facilities, the existing sewer main is to be CCTV inspected by a city approved NASSCO Certified CCTV Inspection firm to locate existing sewer lateral connections.
12) All existing sewer laterals are to be reconnected per current standards. 13) Existing sewer manhole #OV5.84A is to be reconstructed to current standards—add note to the improvement plans.
14) Developer to install approximately 1,400-If of 8" PVC, SDR-35 (GREEN) sewer main along the center line of the private streets.
15) Sewer pipe shall be designed to maintain a self-cleaning velocity of a minimum of two feet per second (2 fps)to avoid deposition of solids and odor. Otherwise, maintain a minimum 1.00% slope. Plus maintain a minimum 7-ft cover over the pipe. 16) Each proposed parcel shall have a separate, individual, dedicated gravity flow, private sewer lateral, and a `standard two-way' cleanout with utility box fronting and connecting to the private sewer main — Add note to the Improvement and Grading Plans.
17) Each proposed parcel shall have a separate individual dedicated `Backflow Preventer' for each sewer lateral as noted on the plans — Add note to the Improvement and Grading Plans.
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18) Manhole installation over and existing ductile iron sewer pipe requires `special inspection and testing'to minimize potential corrosion of the existing sewer DIP—add special inspection and testing notes on plans. The `Special Inspection and Testing' shall be performed by an experienced and qualified and Certified Corrosion Engineering Inspector. Add note to the improvement Plans. 19) Improvement Plans to include a City of Oceanside signature block for the review of the waterline-sewer crossing clearance.
20) Developer shall obtain an Oceanside Right-of-Way permit for any work crossing Oceanside waterline. Add note to plans to reflect this requirement. 21) Private Street `H' is to be extended with a fully improved Turn-Around Access area.

The turn-around area shall be an integral part of the private street extension and shall be designed to enhance the accessibility and safety for emergency, utility, and delivery vehicles such as the Fire department, EDCO trash pick-up, Sewer maintenance, Post Office mail delivery, and other utility and delivery vehicles. 22) The Turn-Around Access area must be provided to all sewer main appurtenances.

Access roads shall be a minimum of 20 feet wide, with a maximum 15 percent slope, and shall have a minimum asphalt concrete or Portland cement concrete road section designed for H-20 & HS-20 loading and per City of San Diego Drawing SDG-113, Schedule "J", plus installation of 6"type 'G' curb along both edges of the access area.

Where access roads are not for the exclusive use of sewer maintenance vehicles, the road shall be designed to maintain pedestrian and/or vehicular access (as applicable) during sewer main repair and maintenance operations and shall be a minimum of 24 feet in width. The minimum turning radius for access roads shall be 30 feet for right angle turns and 50 feet for turnarounds per City of San Diego Drawing FHPS-101. All dead-end access roads longer than 150 feet shall have a turn-around consistent with City of San Diego Drawing FHPS-101.
23) In addition, a 'NO PARKING' signs shall be posted along the Turn-around area as noted on the plans, and the surface area shall be striped and mark as 'NO PARKING ZONE', plus the face of the curve is to be painted RED to prevent parking. 24) For existing sewer flow data to design and spec the Sewerage By-Pass system, refer to the 2017 Sewerage Master Plan Update Report, Appendix C2, Table-1 (available at the public city website). However, it is the responsibility of the contractor to perform daily field inspection of the actual daily sewer flows. Add note to the Improvement Grading Plans.
25) This parcel is currently being served by an existing private active septic system.

Developer shall obtain a County Department of Environmental and Health (DEH) Plumbing Permit to abandon the septic system. Below is the link to the County of San Diego's website for abandonment of septic systems. Click the link at the bottom of the page "Design Manual for Onsite Wastewater Systems". This will provide you the latest requirements.
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a) http://www.sdcounty.ca.gov/deh/water/lu septic systems.html, b) Also, the Geotechnical/Soils Report shall address the removal & backfill of the septic system.
26) Upon abandonment of the existing private septic system, developer shall submit a County DEH Certificate of Abandonment as proof the sewer system was properly removed/abandoned.
27) Construction Sewer Improvement plans (`PRIVATE AND PUBLIC')are to be designed and prepared by a Registered Professional Civil Engineer, per Public Standards and/or as directed by the City Engineer.
28) Construction and inspection of the `private' sewer main is to be done per Public Standards and/or as directed by the City Engineer, including Pre- & Post-CCTV inspection (Ref. VMC 14.08).
29) All sewer work is to be inspected by the City of Vista Engineering Inspector. All work done without proper inspection will be rejected. Add note to plans to reflect this requirement.
a) The Construction Sewer Improvement Plan As-Built Signature block shall include a sanitation signature block for review/approval of the as-builts as noted below. "AS BUILTS"

PROJECT ENGINNER
RCE EXP DATE
REVIEWED BY:

INSPECTION: DATE:

SANITATION: DATE:

NOTE: AS-BUILTS WILL BE SIGNED UPON FINAL FIELD

INSPECTION BY THE SANITATION AND PW-WASTEWATER
SUPERVSORS.
30) This project does NOT qualify for public sewer reimbursement. All cost incurred for the removal and replacement of the `off-site' public sewer facilities shall be borne by the developer (Ref. VMC14.08-050, & 16.56.150).
31) This parcel is part of the Hansen Reimbursement Agmt. Sewer service to this residential development is subject to the terms, conditions, fees, and charges outlined in the `Hansen Reimbursement Agreement' per document number 1986-162229, 21-0300exa 15
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recorded April 25, 1986. However, the agreement has expired, but it states that the city of Vista shall continue collecting the reimbursement fee. 32) The reimbursement fee amount is $6,797.50, which includes two (2) EDUs — no interest is stipulated in the agreement. Payment to the City of Vista is due prior to approving or recording the Final Map — Add a statement on the Final Map stating payment has been made receipt # , dated:
33) The FINAL MAP GENERAL NOTES shall include the following notes:
a) GRADING, DRAINAGE, SURFACE & UNDERGROUND IMPROVEMENTS,

LANDSCAPE AND IRRIGATION, AND BMPS REQUIREMENTS PER

APPROVED PLANNING COMMISSION (CITY COUNCIL) RESOLUTION 2022-
b) ALL PUBLIC UTILITY EASEMENTS DEDICATED WITHIN THE FINAL MAP SHALL BE SUBJECT TO THE `VSD RESTRICTIONS FOR SEWER & DRAINAGE EASEMENTS', DOC#1991-0433396, RECORDED AUGUST23, 1991.
c) ALL PARCELS SHALL BE SUBJECT TO A RECORDED `PRIVATE SEWER REIMBURSEMENT AGMT' (aka, HANSEN REIMBURSEMENTAGMT) DOC# 1986-162229, RECORDED 4/25, 1986.
d) ALL PARCELS SHALL BE SUBJECT TO A RECORDED `COVENANTS, CONDITIONS AND RESTRICTIONS' (CC&RS) DOC#2022-
RECORDED , 2022. ALL PARCELS CREATED BY THIS
FINAL MAP SHALL BE SUBJECT TO A RECORDED `IRREVOCABLE

OFFER OF ANNEXATION TO THE CITY OF VISTA AND AGREEMENT TO PAY FUTURE ANNEXATION' DOC#2022- RECORDED
, 2022.
e) ALL PARCELS WITHIN THIS RESIDENTIAL SUBDIVISION ARE PART OF THE `OCEANSIDE-VISTA (OV) FLOW TRANSFER AGMT'.
f) PUBLIC STREETS AND UTILITY EASEMENTS DEDICATED AND

REJECTED HEREON SHALL REMAIN PRIVATE EASEMENTS TO BE

CONVEYED WITH EACH LOT WITHIN THIS MAP UNTIL CITY OF VISTA ACCEPTS THE OFFER OF DEDICATION.
34) Statewide General Discharge Requirements for Sanitary Systems Compliance:
a) Developer is to comply with the SWRCB requirements to prevent Sanitary Sewer Overflows (SSOs) and Spills. Compliance can be met by complying with the conditions and requirements noted above, and by performing the required pre- and post-CCTV inspection and installing approved sewer manholes and access roads or turn-around areas.
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4. Miscellaneous
a. Traffic control during the construction of streets which have opened to public travel shall be in accordance with construction signing, marking and other protection as required by the State Department of Transportation (CalTrans) Traffic Manual.
b. Water improvements are separately approved by and bonded with the Vista Irrigation District prior to approval of the grading plan. Please submit with VID concurrently to avoid project delays.

C. A Right-of-Way permit shall be required prior to commencement of any work within the City right-of-way.

G. FIRE DEPARTMENT CONDITIONS AND REQUIREMENTS

1. Fire Department Access
Private residential driveways and roadways that provide access to not more than two single-family dwellings or dwelling lots are required to be a paved minimum unobstructed width of 16 feet and a minimum 13'6" vertical clearance.

Roadway design features (speed bumps, speed humps, speed control dips, etc.) which may interfere with emergency apparatus responses shall not be installed or allowed to remain on fire access roadways.

2. Address Numbers
Address numbers shall be at least 4 inches in height and placed upon a background of contrasting color. Additional address number signs visible from either direction of approach shall be provided at the entry to driveways when the building address cannot be read from the street.

3. Fire Sprinklers
All residential structures and attached garages built on the subject property are required to have residential fire sprinkler systems installed.

4. Gates
Any gate or barrier across a fire access roadway must meet Vista Fire Department standards and have specific plans reviewed and approved prior to installation. Gate swing shall not obstruct the width of any fire lane.

All gates serving residential projects must be automatic. Automatic gates must be equipped with sensors detecting emergency vehicle strobe lights from any direction of approach. In addition, Knox brand key-operated electric switches keyed to Vista Fire Department specifications are required. Both the strobe light detector and Knox switch shall override all gate functions and open the gate.
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H. VISTA IRRIGATION DISTRICT INFORMATION AND CONDITIONS

1. The site is entirely within the Vista Irrigation District.

2. Payment to the Vista Irrigation District for the Water Availability Letter and Water Availability Letter update has not been made and will be due when payment for all other processing fees are made.

3. All Grading and Improvement plans are required to be submitted to District for review and approval, including all City/County conditioned offsite improvements that are required in proximity to existing waterlines. All offsite improvements must be disclosed to the District and may require waterline replacement or relocation due to resulting encroachments.

4. One or more of the following requirements apply in order for the District to supply water to this project:
a. A public water line extension
b. Installation of a reduced pressure detector assembly (RPDA) to serve your private system
C. Installation of water facilities off existing District water line(s) d. All lots being created must be adjacent to a public water main and served through individual water meters(s) and/or RPDA(s)

5. A Specific Easement (ref. Vista Irrigation District Standard Drawing 5-1) is necessary for: X public water line extension. In addition, the District may require easements through the property for future extensions. If any off-site easements are needed, the owner of the property is responsible for obtaining them and for the expenses that may be incurred.

6. Service is being provided via an existing 2-inch water meter (Acct 9995- 0950). Additional meters or water facilities may be needed.

7. This project is subject to payment of the District's Capacity Fee as well as the San Diego County Water Authority's Capacity Charge at the time application is made for water service.

8. In order to provide fire protection reliability and minimize water quality concerns, this project may require more than one connection to the District's system in order to create a loop.

9. The hydraulic analysis and design study completed November 15, 2021 determines available domestic service pressures, fire flow availability, on-site and/or off-site system improvements required to serve the project.

10. When the required fire flow amount and fire hydrant locations are known, the developer and his engineer must meet with District staff to discuss water service to the site.

11. If the owner of this residential development desires to construct it in phases, 21-0300exa 18
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he is required to request it in writing before or at the time the improvement plans are submitted to the District for plan checking. The owner must also get written approval from the City of Vista Building Department.

12. The District's water system design criteria requires that a minimum residual pressure of 40 psi during peak hour conditions be provided at each water meter required for the project. Additionally, required fire flows for the project must maintain a minimum of 20 psi during maximum day conditions. The District has 10-inch size waterline in N. Santa Fe Avenue with a maximum hydraulic gradient of 565 feet. The owner shall contact the Fire Agency having jurisdiction over this project to obtain fire flow requirements and fire control facilities needed to serve the project and inform the District to determine if a fire flow analysis is necessary.

13. Meters serving commercial, industrial, agricultural, governmental, or multi- family residential zoned lands; any property with a well, private pumping system, auxiliary water supply, where substances harmful to health have the potential to enter the water supply, or where cross-connections are likely to occur; and dedicated fire protection and irrigation uses are required to have a District approved backflow prevention device. The project may trigger the requirement under District Rules and Regulations for existing water service facilities of private customers in proximity to the project to install a District approved backflow prevention device as a result of this development. Notice to all affected District customers of this potential requirement must be provided by the project applicant in connection with public noticing requirements for the project and prior to project approval, and the applicant may obtain addresses and contact information from the District to accomplish such notice. If fire hydrants are required which are not adjacent to any District waterlines or which are adjacent to undersized waterlines, a waterline extension may be required which may also require specific easements.

I. VISTA UNIFIED SCHOOL DISTRICT INFORMATION AND CONDITIONS The applicant must mitigate the impact of this development before a building permit is issued. Fees may be paid at the Vista Unified School District Office, 1222 Arcadia Avenue, Vista, California, 92084 between the hours of:

Monday through Thursday 9 a.m. to 1 p.m.

Monday through Thursday 1 p.m. to 4 p.m. by appointment only Fridays 9 a.m. to 4 p.m. by appointment only
Appointments can be made by telephone at 760-726-2170 ext. 2893 or 2820.

J. TRAFFIC

1. Install stop sign and markings on Camino Largo at N. Santa Fe Avenue as shown in the detail in the project's Tentative Subdivision Map.

2. Install right turn only signing and markings on Camino Largo at N. Santa Fe Avenue as shown in the detail in the project's Tentative Subdivision Map.

3. Provide improvements at the intersection of N. Santa Fe Avenue & Osborne 21-0300exa 19
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Street to accommodate northbound U-turns as shown in the detail in the project's Tentative Subdivision Map. Detailed improvement plans will be required for this improvement when the project goes to the final engineering stage. A road easement from the County of San Diego will likely be required to accommodate the improvements, which the applicant will need to obtain.

In addition, the existing equestrian trail may need to be reconfigured to be outside of the new improvements.

K. PLANNING INFORMATION AND CONDITIONS

1. Any proposed fence or wall details and materials shall be submitted for review and approval by the City Planner. No razor wire, barb wire or chain link fencing is allowed. The use of unfinished CMU as a wall material is not permitted.

2. Building setbacks shall conform to the setback lines delineated on the Tentative Subdivision Map and Site Plan. Setbacks shall also be shown on the Final Map.

3. Building plans, architectural elevations, floor plans, building colors and materials shall conform to Exhibit "B" and material sample boards submitted by the applicant to the City and on file in the Planning Division.

4. All subsequent development permits, including but not limited to building and grading, shall be in compliance with the site plan, floor plan(s) and elevations in Exhibit "B". All contemplated changes must be submitted and approved by the Planning Division prior to construction. Any changes not authorized by appropriate Site Development Plan amendment may be cause to withhold occupancy until the matter is rectified.

5. Street Name, Numbers and Warning Signs:
a. Building addresses shall be assigned by the Planning Division. b. The applicant shall cause to be installed in all public and private rights of way, at his/her expense, street signs and City standard warning signs, including stop signs, as required by the Traffic Engineer, to ensure the safety of the public. Street name signs shall be of the type approved by the Traffic Engineer. The placement of all signs shall be shown on the approved street improvement plans. Public street name signs shall be green with white letters and private street name signs shall be blue with white letters.

6. Prior to Final Map approval, the subdivider shall give notice to public utilities as required by the Subdivision Map Act.

7. Prior to the Final Map approval, the subdivider shall have a mail collection system approved by the Postmaster. The mail collection system shall be installed with the onsite street systems.
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8. Final Map shall conform to the Tentative Map as determined by the Land Development Engineer. A Final Map shall be deemed to conform if public infrastructure meets City standards, even if it is not as shown on the Tentative Map. A Final Map shall also be deemed to conform to the Tentative Map if there are fewer residential lots, or if the lots are larger, or if the grading varies slightly from the concept shown but meets the City Ordinance and generally conforms as determined by the City Planner.

Parking

9. The project shall provide a two-car garage for each unit, with a total of 92 covered parking spaces.

10. The project shall provide 92 open guest or resident spaces, which shall be located on the private driveways, plus an additional 46 open spaces on the private streets. All open parking spaces shall be a minimum of 9 feet in width by 19 feet in depth. Total parking provided for this project: 230 spaces.

11. Accessible parking shall be provided for the common open space/park area consistent with Development Code Chapter 18.54.

12. A parking management plan shall be incorporated into the CC&Rs to address no storage allowed in the garages that will prevent parking of 2 cars inside the garages of each single-family unit.

Landscaping

13. Prior to Final Map approval, construction drawings showing all slopes, street trees, and any other proposed landscaping shall be submitted to the City Planner. These plans shall be prepared by a licensed landscape architect and shall comply with the applicable City ordinances. The plans must be approved by the City Planner prior to Final Map approval.

14. The construction drawings shall be consistent with the conceptual landscape plan (Exhibit "B") and shall contain complete planting and irrigation plans, details & specifications to meet the requirements of the City of Vista's Water Efficient Landscaping Ordinance (Chapter 18.56) and The City of Vista's Landscape Manual
(httr):// www.citvofvista.com/Weblink8/DocView.asi)x?id=507774&dbid=0 http://www.citvofvista.com/departments/communitvdev/documents/LandscapeManual20l 1.p df)•

15. The following statement must be provided on the plan, and must be signed by both the applicant and the landscape architect responsible for the preparation of the plan(s):
"1 am familiar with and agree to comply with the requirements for landscape improvements as described in Chapter 18.56 of the Vista Development Code. This plan has been prepared in compliance with those regulations. 1 certify that the plan 21-0300exa 21
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implements the regulations to provide efficient landscape water use."

16. Any retaining walls at or above 5 feet in height shall be "plantable" and shall incorporate landscape materials and permanent irrigation to the satisfaction of the City Planner. Any retaining walls exceeding 3 feet in height that are not plantable shall include vines planted along the exposed faces. All retaining wall planting details and specifications shall be indicated on the construction landscape drawings and shall meet the approval of the City Planner.

17. Maintenance of landscaping within all perimeter slope areas shall be the responsibility of the homeowner's association for the project in perpetuity.

The Final Map and CC&Rs shall include easements over perimeter landscaped slope areas and require homeowner's association maintenance of the perimeter slope areas in perpetuity.

18. Prior to final Site Development Plan mylar signature by the Planning Division, a Notice of Land Use Restriction in a form approved by the City Planner and City Attorney, shall be recorded. It shall set forth the terms of this Resolution.

19. All areas that are graded or disturbed as a result of the project must be re- landscaped to the requirements of the City of Vista's Water Efficient Landscaping Ordinance (Chapter 18.56) and the City of Vista's Landscape Manual.

20. Following grading put prior to the commencement of the irrigation system's installation, a soils management report must be submitted to the City for review and approval. It shall contain the following: An analysis of the soil for the proposed landscape area of the project including soil texture, soil infiltration rate, pH, total soluble salts, plant sodium, percent organic matter, horticultural suitability, and recommendations for soil amendments and mulch that may be necessary to provide for healthy plant survival and growth.

21. The project Landscape Architect shall supervise the installation to insure that the work is installed per the plans approved by the City. This shall include an observation of the irrigation system of all points of connection (prior to backfill), backflow protection devices, mainlines, electrical connections, automatic controllers, control valves, as well as all soil amendments, root barriers, existing and proposed plantings, tree staking and mulch. The completed irrigation system must be tested to verify adequate coverage and that no overspray or runoff is occurring.

22. Prior to the request of the applicant for review and approval by the City of the project's completion, provide an irrigation schedule showing the time period when irrigation will be scheduled and confirm that no overhead irrigation shall be used between the hours of 10:00 a.m. and 8:00 p.m. and also in compliance with current Vista Irrigation District's limitations. 21-0300exa 22
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23. Prior to the request of the applicant for review and approval by the City of the project's completion, identify the entity who will be responsible for maintenance and provide a landscape and irrigation maintenance schedule to include the following:

A. Adjustments and repair of the irrigation system to prevent runoff and erosion and to detect irrigation system failure,
B. Replacement of dead, dying and diseased vegetation, C. Eradication of invasive species,
D. Addition of soil amendments when necessary to support and maintain healthy plant growth,
E. Fertilizing, pruning and weeding and maintaining turf areas, and F. Maintenance to avoid obstruction of motorists' view, solar conflicts of plantings, separation of plantings along property lines of adjacent properties.

G. Maintenance within the public or private street rights-of-way in perpetuity.

24. The submission by the project landscape architect's Certificate of Completion shall serve as a formal request for final observation by the City. The Certificate of Completion shall include:

A. Conformance with the approved plans and specifications with any deviations noted,
B. an updated irrigation schedule,
C. irrigation and maintenance schedule, and
D. soils management report.

25. The City's inspection shall include, but not be limited to conformance with the approved irrigation and planting plans. Tentative approval shall be granted when the City is satisfied that the installation of the landscaping and irrigation system has been satisfactorily installed per the approved plans.

26. Final approval of landscape installation shall require an additional field observation of the landscaping and irrigation system by the City no sooner than one year from the date of tentative approval. Prior to the request for final approval, the owner is required to obtain an irrigation audit report prepared by a certified landscape irrigation auditor, certifying satisfactory testing for the following: distribution uniformity, over spray and runoff control, and that water use does not exceed the MAWA once landscaping has been established. This report must be submitted prior to the requested final inspection by the City.

27. All plantings shall be maintained in a healthy and thriving condition and relatively weed free. All plants which fail to thrive because of disease, damage, accident or other cause shall be immediately replaced with a plant of the same species and size as originally approved. At the discretion of the City planner, replacement of any plant materials that have been improperly 21-0300exa 23
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maintained shall be required at a size equal to the size of the plant had it been properly cared for.

28. All trees shall be maintained in a manner that retains the natural form of the species. Topping and aggressive pruning will not be allowed.

29. All screening shrubs shall be maintained at a height that effectively screens the area that they were planted to obscure (ex: walls, parking areas, trash enclosures, loading areas).

Signage

30. Prior to building final, the applicant shall submit a Comprehensive Sign Program (CSP) for all project identification and directional signs. The CSP shall conform to all requirements of Development Code Chapter 18.52, subject to approval of the City Planner.

Mechanical Screening

31. All above ground mechanical equipment for utilities shall be completely screened from public view. At a minimum, equipment boxes shall be painted with a neutral color and screened with landscaping compatible with adjacent landscaped areas. The equipment's owner and the City Planner shall approve all screening designs prior to permitting.

Lighting

32. A photometric lighting plan shall be submitted for any outdoor lighting, which is subject to review and approval by the City Planner prior to signature of final Site Development Plan. The plan shall show light levels onsite and offsite, a minimum light level of one foot candle is required on all driveways, parking areas and pedestrian walkways. Manufacturers cut sheets shall be submitted for all exterior lights including wall packs.

Development Service Fees:

33. The proposed project will require development fees to be paid at the time of building permit issuance. Please check with the Development Services Division for the current City fee schedule.

Indemnification:

34. By accepting the permit or approval, applicant agrees to accept responsibility for defending against any third party challenge to the grant of this permit or approval. Except as otherwise provided by state or federal law, the applicant shall defend, indemnify and hold the City harmless from any costs, claims, penalties, fines, judgments, or liabilities arising from the approval, including without limitation, any award or attorney's fees that might result from the third party challenge.

35. The City shall promptly notify the applicant of any challenge and the City shall cooperate fully in the defense. If the City fails to promptly notify the applicant of any challenge or if the City fails to cooperate fully in the defense, 21-0300exa 24
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the applicant shall not thereafter be responsible to defend, indemnify, or hold harmless the City. For the purposes of this indemnity, the term "City" shall include the City of Vista, its officers, officials, employees, agents and representatives. For the purposes of this section, the term "challenge" means any legal or administrative action to dispute, contest, attach, set aside, limit, or modify the approval, project conditions, or any act upon which the approval is based, including any action alleging a failure to comply with the California Environmental Quality Act or other laws.

36. For this permit or approval to become effective, the applicant must, within thirty business days of the grant of this permit or approval, execute a form accepting the permit or approval with all conditions. Upon executing the form, the applicant may not challenge the imposition of any condition, except as otherwise provided by law.

Mitigation Measures:

The following Mitigation Measures have been incorporated into the project design or are to be implemented before, during construction, or after construction, but before occupancy, in accordance with the project conditions of approval, thereby reducing all identified potentially significant impacts to a less than significant level:

BR-1 If avoidance of construction activities during the avian breeding season (typically February 1 through August 31, but as early as January 1 for some raptors as determined by a Qualified Biological Monitor) is not feasible, the Applicant and/or Owner shall hire a Qualified Biological Monitor with experience in conducting breeding bird surveys to conduct weekly on-site bird surveys beginning 30 days prior to initiation of any construction activities (including, but not limited to, staging, grubbing and clearing). The weekly bird surveys shall be conducted to detect the nests of protected native birds and raptors occurring in suitable nesting habitat that could be disturbed during construction activities, and (as access to adjacent areas allows) any other such habitat within 300 feet of the disturbance area (and/or within 500 feet for raptors). The surveys shall continue on a weekly basis with the last survey being conducted no more than three days prior to the initiation of construction activities. The Qualified Biological Monitor shall provide the City Planner with a summary report of the results of the recommended protective measures described above to document compliance with applicable State and federal laws pertaining to the protection of native birds.

If an active nest is located, construction activities within 300 feet of the bird nest (or within 500 feet for raptor nests) or otherwise as determined by the Qualified Biological Monitor, must be postponed until the nest is vacated and juveniles have fledged, and there is no evidence of a second attempt at nesting. Flagging, stakes, and/or construction fencing shall be used to demarcate the inside boundary of the buffer of 300 feet (or 500 feet) between the construction activities and the nest. All contractors working on-site shall be instructed by the Qualified Biologist on the sensitivity of the area. The Qualified Biological Monitor shall immediately notify the City Planner if project activities damage active avian nests.

If the Qualified Biological Monitor determines that a narrower buffer between the 21-0300exa 25
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project activities and observed active nests is warranted, he/she shall submit a written explanation to support this determination (e.g., species-specific information; ambient conditions and birds' habituation to them; etc.) to the City Planner, and upon request to the California Department of Fish & Wildlife. Based on the submitted information, the City Planner, in consultation with the Qualified Biological Monitor, will determine whether to allow the narrower buffer.

CR-1 Isolated cultural items, including the cultural materials previously collected from the project site for evaluation during the survey, shall be returned to the site at a location determined prior to issuance of grading permit and further identified on the final grading plans as an environmentally sensitive area to be deed restricted in perpetuity, mutually agreed upon location (agreed upon by the Tribes and the Applicant/Owner).

CR-2 Cultural resource mitigation monitoring shall be conducted to provide for the identification, evaluation, treatment, and protection of any cultural resources that are affected by or may be discovered during the construction of the proposed project. The monitoring shall consist of the presence of a Qualified Archaeologist and a Native American Monitor for, but not limited to, any tree removal, demolition and/or removal of remnant foundations, pavements, abandonment and/or installation of infrastructure; grading or any other ground disturbing or altering activities, including the placement of imported fill materials (note: all fill materials shall be absent of any and all cultural resources); and related off-site road improvements or utility installations in Camino Largo or North Santa Fe Avenue, private driveways and/or streets. Other tasks of the monitoring program shall include the following:
• The requirement for cultural resource mitigation monitoring shall be noted on all applicable construction documents, including demolition plans, grading plans, etc.
• The Qualified Archaeologist and Luiseno Native American Monitor shall attend all applicable pre-construction meetings with the Contractor and/or associated Subcontractors.
• The Qualified Archaeologist shall maintain ongoing collaborative consultation with the Luiseno Native American monitor during all ground disturbing or altering activities, as identified above.
• The Qualified Archaeologist and/or Luiseno Native American monitor may halt ground disturbing activities if archaeological artifact deposits or cultural features are discovered. In general, ground disturbing activities shall be directed away from these deposits for a short time to allow a determination of potential significance, the subject of which shall be determined by the Qualified Archaeologist and the Luiseno Native American monitor. Ground disturbing activities shall not resume until the Qualified Archaeologist, in consultation with the Luiseno Native American monitor, deems the cultural resource or feature has been appropriately documented and/or protected. At the Qualified Archaeologist' s discretion, the location of ground disturbing activities may be relocated elsewhere on the project site to avoid further disturbance of cultural resources.
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• The avoidance and protection of discovered unknown and significant cultural resources and/or unique archaeological resources is the preferable mitigation for the proposed project. If avoidance is not feasible a Data Recovery Plan may be authorized by the City as the Lead Agency under CEQA. If data recovery is required, then the Luiseno Native American monitor shall be notified and consulted in drafting and finalizing any such recovery plan.

CR-3 Prior to the issuance of a grading permit, the Applicant or Owner, and/or Contractor shall provide a written and signed letter to the City's Director of Community Development, stating that a Qualified Archaeologist and a Luiseno Native American Monitor have been retained at the Applicant or Owner and/or Contractor's expense to implement the monitoring program, as described in the pre-excavation agreement. A copy of the letter shall be included in the Grading Plan Submittals for the grading permit.

CR-4 Prior to the release of the grading bond, a Monitoring Report and/or Evaluation Report, which describes the results, analysis and conclusions of the cultural resource mitigation monitoring efforts (such as, but not limited to, a Research Design, Data Recovery Program, etc.) shall be submitted by the Qualified Archaeologist, along with the Luiseno Native American monitor's notes and comments, to the City's Director of Community Development for approval.

CR-5 The landowner shall relinquish ownership of all cultural resources collected during the cultural resource mitigation monitoring conducted during ground disturbing activities, and from any previous archaeological studies or excavations on the project site to the consulting tribes for respectful and dignified treatment and reburial on the project site. If reburial on site is not feasible, curation at the San Diego Archaeological Center shall occur. All cultural materials that are associated with burial and/or funerary goods will be repatriated to the Most Likely Descendant as determined by the Native American Heritage Commission per California Public Resources Code Section 5097.98.

CR-6 As specified by California Health and Safety Code Section 7050.5, if human remains are found on the project site during construction or during archaeological work, the person responsible for the excavation, or his or her authorized representative, shall immediately notify the San Diego County Coroner's office by telephone. No further excavation or disturbance of the discovery or any nearby area reasonably suspected to overlie adjacent remains (as determined by the Qualified Archaeologist and/or the Native American monitor) shall occur until the Coroner has made the necessary findings as to origin and disposition pursuant to Public Resources Code 5097.98. If such a discovery occurs, a temporary construction exclusion zone shall be established surrounding the area of the discovery so that the area would be protected (as determined by the Qualified Archaeologist and/or the Native American monitor), and consultation and treatment could occur as prescribed by law. As further defined by State law, the Coroner would determine within two working days of being notified if the remains are subject to his or her authority. If the Coroner recognizes the remains to be Native American, he or she shall contact the Native American Heritage Commission (NAHC)within 24 hours. The NAHC would decide as to the Most Likely Descendent. If 21-0300exa 27
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Native American remains are discovered, the remains shall be kept in situ ("in place"), or in a secure location in close proximity to where they were found, and the analysis of the remains shall only occur on-site in the presence of a Luiseno Native American monitor.

HAZ-1 Prior to the issuance of a grading permit, the project applicant shall prepare a Soils Management Plan that shall be reviewed and approved by the County of San Diego Department of Environmental Health (DEH). Appropriate engineering controls shall be incorporated into the improvement plans, as may be required by DEH and San Diego Regional Water Quality Control Board (SDRWQCB). Evacuation, management and disposal of impacted soils shall be managed as approved/required by DEH, SDRWQCB, and local, state and federal requirements.

LU-1 On-Site Noise Barriers. Noise levels within the backyard areas of Lots 1 and 2 may be exposed to noise levels exceeding the City General Plan noise compatibility standards and shall be reduced to below 65 CNEL.

Noise reduction for these exterior use areas shall be accomplished through on-site noise barriers (walls). The wall shall be at least 6 feet in height and would break the line-of-sight between the backyards and North Santa Fe Avenue. To appropriately reduce noise levels, the wall should be constructed at the pad elevation for each lot.

The sound attenuation barrier must be solid. It can be constructed of masonry, wood, plastic, fiberglass, steel, or a combination of those materials, as long as there are no cracks or gaps, through or below the wall. Any seams or cracks must be filled or caulked. If wood is used, it can be tongue and groove and must be at least one inch total thickness or have a density of at least 3.5 pounds per square foot. Where architectural or aesthetic factors allow, glass or clear plastic 3/8 of an inch thick or thicker may be used on the upper portion, if it is desirable to preserve a view.

LU-2 On-site Interior Noise Level Reduction. For the project's Lot 1 and 2 habitable areas (both living rooms and bedrooms), the following measures shall be incorporated in the design of the project to reduce interior noise levels to 45 CNEL or less:
• Minimum exterior wall requirement of STC 46 with a construction of standard 3/8-inch exterior one coat stucco over 1.0-inch rigid R-4 insulation over 1/2-inch shearwall on 2x6 studs with 5/8-inch Type "X" Drywall.
• Minimum window requirement of STC 28 with a vinyl frame window construction of dual glazing window thickness 1/8-inch and 1/2-inch air gap. • Appropriate means of air circulation and provision of fresh air intake shall be incorporated in the project to allow windows to remain closed for extended intervals of time so that acceptable levels of noise can be maintained on the interior.
• Buildings shall provide mechanical ventilation in accordance with the 2019 California Mechanical Code.
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NOI-1 Construction Noise Management Plan. Noise levels from project-related construction activities shall not exceed the noise limit specified in San Diego County Code Sections

36.408 and 36.409 (adopted as Subsection 8.32.020 through 8.32.060 of the City's Municipal Code) of 75 dBA—8-hour average, when measured at the boundary line of the property where the noise is located or any occupied property where noise is being received. A Construction Management Plan that describes the measures included on the construction plans to ensure compliance with the noise limit shall be prepared by the project applicant and submitted to the City of Vista Planning Division for approval prior to issuance of the grading permit. The following measures may be included to reduce construction noise:
• Construction equipment to be properly outfitted and maintained with manufacturer-recommended noise-reduction devices.
• Diesel equipment to be operated with closed engine doors and equipped with factory-recommended mufflers.
• Mobile or fixed "package" equipment (e.g., arc-welders and air compressors)to be equipped with shrouds and noise control features that are readily available for that type of equipment.
• Electrically powered equipment to be used instead of pneumatic or internal-combustion powered equipment, where feasible.
• Unnecessary idling of internal combustion engines (e.g., in excess of 5 minutes) to be prohibited.
• Material stockpiles and mobile equipment staging, parking, and maintenance areas to be located as far as practicable from noise sensitive receptors. • The use of noise-producing signals, including horns,whistles, alarms, and bells, shall be for safety warning purposes only.
• No project-related public address or music system shall be audible at any adjacent sensitive receptor.
• Temporary sound barriers or sound blankets may be installed between construction operations and adjacent noise-sensitive receptors. Due to equipment exhaust pipes being approximately 7-8 feet above ground, a sound wall at least 10 feet in height above grade, located along the northern, southern and eastern property lines between the project and neighboring residences would mitigate noise levels to within acceptable levels. To effectively reduce noise levels, the sound barrier should be constructed of a material with a minimum weight of two pounds per square foot with no gaps or perforations and remain in place until the conclusion of demolition, grading, and construction activities.
• The project applicant shall notify residences within 100 feet of the project's property line in writing within one week of any construction activity such as demolition, hard rock handling, concrete sawing, asphalt removal, and/or heavy grading operations. The notification shall describe the activities anticipated, 21-0300exa 29
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provide dates and hours, and provide contact information with a description of a complaint and response procedure.
• The on-site construction supervisor shall have the responsibility and authority to receive and resolve noise complaints. A clear appeal process for the affected resident shall be established prior to construction commencement to allow for resolution of noise problems that cannot be immediately solved by the site supervisor.
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ABBREVIATIONS ]EN I "A TI VE S UBDI VISION MAP I P21 -0300 SHEET 1 OF 11 SHEETS
AC - ASPHALT CONCRETE MH - MANHOLE GAMING LARGO BC - BEGIN CUR VE PCC - POIN T OF COMPOUND CUR VE LEGEND: B VC - BEGIN VERTICAL CURVE PRC - POINT OF REVERSE CURVE O WNER S BW - BOTTOM OF WALL R - RADIUS
EXISTING FIRE HYDRANT C&G - CURB AND GUTTER RCP - REINFORCED CONCRETE PIPE WE HEREBY CERTIFY THAT WE ARE THE RECORD OWNERS OF THE CDS - CUL-DE-SAC RT - RIGHT PROPERTY SHOWN ON THIS TENTATIVE SUBDIVISION MAP AND THAT __________= EXISTING SD CL - CENTERLINE RW - R/GHI OF-WAY y �° '"V - I\� �T__ '���5__�. � SAID MAP SHOWS OUR ENT/RE CONTIGUOUS OWNERSHIP (EXCLUDING (s) (s) (s) (s) (s) (s) EXISTING SEWER CO - CLEANOUT SF - SQUARE FEET - "� ns 3' _; \` J ? SUBDIVISION LOTS). WE UNDERSTAND THAT PROPERTY /S CONSIDERED CTR - CENTER SS - SANITARY SEWER CONTIGUOUS EVEN IF IT /S SEPARATED BY ROADS, STREETS, UTILITY (W) (W) (W) (W) (W) (W) EXISTING WA TER LINE DC - DEPRESSED CURB SD - STORM DRAIN ` ,� � �.,, ��� �'`�� �=� `� EASEMENTS OR RAILROADS R/GHTS-OF-WA Y.

EC - END CURVE SDRSD- SAN DIEGO REGIONAL 'q % EXISTING EASEMENT EG - EXISTING GROUND STANDARD DRAWING4 OWNER 800 EXISTING CONTOURS EP - EDGE OF PAVEMENT SW - SIDEWALK \ EVC - END VERTICAL CURVE TC - TOP OF CURB KYUN TAE K/M I FRANK SOHAEI, TRUSTEE OF THE FALOR FAMILY TRUST (E) (E) (E) (E) (E) (E) EXISTING ELECTRIC LINE FFC - FRONT FACE OF CURB TW - TOP OF WALL _ _--`-�,-_���� __ -- __ ��`- _ "--- - - - - ="-`=-==� `-``
FL - FL0WLINE TYP - TYPICAL 2359 Pl0 /CO DRIVE (T) (T) (T) (T) (T) (T) EXISTING OVERHEAD TELEPHONE LINE - �_ - -- --; v ' _ CARLSBAD CA. 92008 _ 1 -_ y
FG - FINISHED GRADE VC - VERTICAL CURVE c - ___-_--- --- ______, .� � - - � � � \ 4 '_- . o � -(OH) (OH) (OH) (OH) (OH) (OH)- EXISTING OVERHEAD ELECTRIC LINE GB - GRADE BREAK - Y \�\�, ' \\ `��~` ' (760) 420-1267 yjHP - HIGH POINT �:__ LOT GROSS SF NET SF LOT GROSS SF NET SF of cAtit� (2: 1 MAX) O \ %�� r �� i _-----__ N> 1 6,409 6,409 28 11,304 11,304 2� 11,944 11,944 29 4,394 4,394 I \v \v \v \v PROPOSED DAY LITE �' i �� APN i`°"�/ "� \ 07-05-22 y y
O 5 3 7,239 7,239 30 4,300 4,300 \ 0- RONALD L. HOLLOWA Y RCE 29271 EXP. 3-31-23 DA TE w w w w w w PROPOSED WATER LINE j 4 4,590 4,590 31 4,300 4,300 5 4,885 4,885 32 4,300 4,300
PROPOSED CONTOURS \ �� ___ �oN� LEGAL DESCRIPTION F 11
1 2 0-2 ��� s / 6 5,050 5,050 33 4,853 4,229 C PROPOSED CUT / FILL LINE O \�� /6 \ / 7 5,050 5,050 34 5,263 4,512 THA T PORT/ON OF THE EAST 1/2 OF SECTION 12, TOWNSHIP 11 PROPOSED CONCRETE SWALE \\ - y'�� \ - v 8 5,934 5,085 35 41500 4,500 SOUTH, RANGE 4 WEST SAN BERNARDINO MERIDIAN, BEING WITHIN -" _ N9 9 4,712 4, 106 36 4,500 4,500 THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA.

PROPOSED STREET LIGHT
J 10 4,200 4,200 37 4,500 4,500 AERIAL TOPOGRAPHY PROPOSED RETAINING WALL \ \� r 11 4,200 4,200 38 16,081 16,081 PROPOSED CURB & GUTIER ' o �� 12 4,336 4,336 39 10,861 10,861 AERIAL TOPOGRAPHY SUPPLIED BY- INLAND AERIAL SURVEYS, INC., -- a,
____________ 7117 ARLINGTON AVE., SUITE A, RIVERSIDE CA. 92503, ----------------------------------------- PROPOSED STORM GRAIN '�O /� �`- � __, 3,949 3,949 40 4,959 4,959 . .',� 13 AS JOB# 21-11292, FLOWN ON 8-04-2021. £° - - 14 6,681 6,681 41 4,544 4,544 I ! PROPOSED CATCH BASIN `�•,, � �����•, � 15 11,215 11,215 42 5, 139 4,486 w
100' So' 0 100 200 30o GENERAL NOTES:

PROPOSED FIRE HYDRANT -- _____ \ J \� 16 4,971 4,971 43 5,505 4,755 �,,,-ed area -
W W W - D� `, 17 5,350 5 350 44 5,168 5, 168 PER V.LD. STANDARDS '_____-------------- �� . SCALE: 1 = 100 1. APN: 159-240-07 18 5,350 5,350 45 5,147 5,147
W W W W W W PROPOSED WATER LINE 19 5,350 5,350 46 9,968 9,968 2• TOTAL ACREAGE- 9.3 20 6,279 5,375 A 16,219 15,460 J. NUMBER OF LOTS. 46 (EXCLUDING LOTS A & B-BASINS & FUTURE PROPOSED EXISTING 21 5,135 4,466 B 14,923 14, 153 LOTS C, D, E, F, G & H-PRIVATE STREET) RW 100' RW RW 22 4,550 4,550 C 20,509 EXISTING CENTERLINE PER PORTION OF EXISTING RW TO 23 4,550 4,550 D 16,016 4• NUMBER OF DWELLING UNITS. 46 SITE RW VARIES CL DWG. NO. J81 J BE VACATED AND SEWER 24 4,550 4,550 E 17,825 5. EXISTING ZONING. A-1 SINGLE F/M/L Y RESIDENTIAL/1 AC MIN. A-1 ZONE 50' 50' RE-LOCATED TO RW 25 4,479 4,479 F 20,033 PROPOSED ZONING: R-1-B (SMALL LOT DEVELOPMENT) 0 10' 52' 8' 8' 32' 10' VARIES 26 4,009 4,009 G 15,219 6. EXISTING GENERAL PLAN. RR RURAL RESIDENTIAL 1 DU/AC (CITY OF VISTA) 27 6,645 6,645 H 4,807 PROPOSED GENERAL PLAN: MEDIUM DENSITY RESIDENTIAL 10 DU/AC (CITY OF VISTA)

IN LIEU FEE TO BE PAID
Z FOR CENTER MEDIAN 2% <7,

7. F/N/SH GRADES SHOWN HEREON ARE APPROX/MATE AND ARE SUBJECT 2q 4% TO CHANGE IN FINAL DESIGN.

I- -4q 60' PUBLIC UTILITY EASEMENT PROPOSED 5' SIDEWALK 8. PROPOSED DENSITY- 5 DU/AC �P 2•
5' SIDEWALK PER 6" CURB PER EXISTING PER SDRSD G-7 LANDSCAPE R/�y R/W 50' PRIVATE STREET EASEMENT LANDSCAPE 9. CUT AND FILL SLOPES NO STEEPER THAN 2. 1 SDRSD G-7 (FUTURE) SDRSD G-1 PAVEMENT PARKWAY PARKWAY 10. PUBLIC SERVICES AND DISTRICTS. 6" CURB & GUTIER PER PROPOSED 6 CURB 6' 40' CURB TO CURB 6' (FUTURE) PER SDRSD G-I GAS AND ELECTRIC : SAN DIEGO GAS AND ELECTRIC COMPANY SDRSD G-2 (FUTURE) 5" AC OVER 8" CLASS 2 BASE MIN. PER CITY OF VISTA 5' 5' 20' 20' 5 5' TELEPHONE : AT&T SHEET INDEX STANDARD. IMPROVE TO CL AS RECOMMENDED PER SOILS WA TER : VISTA IRR/GA TION DISTRICT ENGINEER AND AS APPROVED BY THE CITY OF VISTA.

SHEET 1 TITLE SHEET NOR TH SANTA FE TI-B•5 2: 1 2� 2% 29 2% 2: 1 SEWER CITY OF VISTA SHEET 2 PLAN VIEW MAX. MAX.

FIRE DISTRICT : CITY OF VISTA
SHEET 3 PLAN VIEW (UL TIMA TE IMPROVEMENT) SCHOOL DISTRICT VISTA UNIFIED SCHOOL DISTRICT
SHEET 4 LOT DIMENSIONS (PUBLIC) 5' SIDEWALK PER 5' SIDEWALK PER SHEET 5 DETAILS NOT TO SCALE SUBDIVISON AC PAVEMENT OVER SHEET 6 SIGHT DISTANCE BOUNDARY SDRSD G-7 CLASS 2 BASE SDRSD G-7 11. PROPOSED SETBACK: FRONT - 20' GARAGE 78 SHEET 7 STORM DRAIN CROSSING
6" CURB & GUTTER 6" CURB & GUTTER 10' HOUSE SHEET 8 EXISTING CONDITIONS PER SDRSD 13-2 pR OPOSED PRIVATE STREETS PER SDRSD G-2 REAR SIDE - 5' SHEET 9 BMP EXH/BI T 10 SHEET 10 BMP DETAILS EXISTING 56' PRIVATE ROAD & UTILITY EASEMENT (PRI VA TE) 12. SEE STORM WA TER M/T/GA TION PLAN PREPARED BY.• BHA INC.

SHEET 11 BMP DETAILS 8' PROPOSED 40' PRIVATE ROAD & UTILITY EASEMENT 8' NOT TO SCALE DATED: 8120121, TITLED: PRIORITY DEVELOPMENT PROJECT, STORM WATER LOCATIONMAP EASEMENTS 20' QUALITY MANAGEMENT PLAN FOR CAMINO LARGO.

PORTION IT ESMT EXIST SEWER EASEMENT 13. SEE PRELIMINARY DRAINAGE STUDY PREPARED BY- BHA INC., NO SCALE TO BE QUITCLAIMED PROPOOED LOT LINE TO VISTA & WATER AN EASEMENT FOR PUBLIC ROAD PURPOSES TO THE COUNTY OF SAN DIEGO, 4 PORTION OF ESMT DATED: 8/20/21, TITLED: PRELIM/NARY HYDROLOGY AND HYDRAULIC RECORDED: DECEMBER 6, 1926, IN BOOK 1251, PAGE 469 OF DEEDS. 19 EASEMENT TO OCEANSIDE TO BE QUITCLAIMED REPORT FOR CAM/NO LARGO.

O2 AN EASEMENT FOR PUBLIC ROAD PURPOSES TO THE COUNTY OF SAN DIEGO, PROPOSED PUBLIC 1' 28' MIN. - VARIES (29'-36) 14. SEE PRELIMINARY GEOTECHN/CAL INVESTIGATION PREPARED BY- GEOCON INC.

RECORDED: DECEMBER 6, 1926, IN BOOK 1301, PAGE 119 OF DEEDS. UTILITY EASEMENT 5' 5' 14' VARIES (15'-22) ' O3 AN EASEMENT FOR POLE LINES & UNDERGROUND CONDUITS TO SAN DIEGO CONSOLIDATED GAS DATED: 5117121, TITLED: GEOTECHNICAL DUE DILIGENCE REVIEW, CAM/NO LARGO. & ELECTRIC CO., RECORDED: SEPTEMBER 3, 1930 , IN BOOK 1814, PAGE 157 OF DEEDS. - AC PAVEMENT OVER ® AN EASEMENT FOR POLE LINES & UNDERGROUND CONDUITS TO SAN DIEGO CONSOLIDATED TED GAS & ELECTRIC CLASS 2 BASE EXISTING �r� 2: , 2q - FENCE EAR THWORK QUANTITIES CO., RECORDED: MARCH 6, 1953 , IN BOOK 4774, PAGE 1 OF OFFICIAL RECORDS (NON-PLOTTABLE) MAX. e q CUT 69,765 CY A 56 FOOT WIDE GRANT OF RECIPROCAL EASEMENT TO LINDAGREEN LLC, & KYUN TAE KIM, FRANK - - j - - _ _ FILL: 28,815 CY SOHAEI, TRUSTEE OF THE FALOR FAMILY TRUST, RECORDED: JUL Y 8, 2013, AS F/P J 2013-0426168 OF 4.8 EXISTING GROUND EXPORT 40,950 CY = SIT 5' SIDEWALK PER o GPM� c ,J OFFICIAL RECORDS. SDRSD G-7 Gp �l-
l'V�_ J 6 A 20.00 F00T EASEMENT FOR PIPELINE PURPOSES TO THE CITY OF V/STA, RECORDED: - o ���J O 6 CURB & GUTTER z JUNE 26, 1986, AS F/P # 86-260189 OF O.R. PER SDRSD G-2 i PORTION OF EXISTING PA VEMEN T TO BE ANAL YZED - REVISIONS Jf O7 A 20.00 FOOT EASEMENT FOR WA TERL/NE PURPOSES TO THE CITY OF OCEANSIDE, PROPOSED PUBLIC SHALL MEET STRUCTURAL SECTION REQUIREMENTS No. Description Approved by Date J r l 8 A RECORDED:
�WIDE PRIVATE ROAD EASEMENT5897 OF O.R.GREGORY REVOCABLE TRUST DATED MAY 21, 2003 PER ��/D WATERLINE EXISTING 12" SEWER AND AS APR 8" CLASS 2 BASE PROVED ED BY THE CITY MIN. PER�OILS ENGINEER O (VISTA) EXISTING 42" WA TERLINE TAYLOR ST. DOC. NO. 2018-0166997, REC. 4-26-2018(APN 159-240-14), JACOBS FAMILY TRUST DATED APR/L 23, (OCEANSIDE) 2010 PER DOC. NO. 2010-0205254, REC. 4-26-2010(APN 159-240-05), RICHARD WENDRUCK PER DOC. CAMINO LARGO VICINITY MAP NO. 2017-0426408, REC. 9-18-2017(APN 159-240-06) & WINONA CHALISON PER DOC. NO. (PRIVATE - NO PARKING) 2018-0411102, REC. 10-03-2018(APN 159-240-13).

NO SCALE NOT TO SCALE K:\Civil 3D\1154\DWG\TM\l154-TM-01.dwg, 8/10/2022 1:58:22 PM 08/23/2022 PH2 Page 49 of 165

11EN ] "A TIVE SUBDIVISION MAP P21 -0300 CAMINO LARGO SHEE T 2 OF 1 1 SHEE TS 30' 15' 0' 30' 60' 90' ,; ------------
SCALE: 1 30' - \ APN -"- - ---- -
I 159-240-01 I _---- SUBDIVISION \ ` BOUNDARY 5 `\
I \ _�- EX/STING UTILITY EASEMENT _ APN !
59-240-16 EXl T. POWER POLE 5' :� TO SOG&E, REC. 9/3/193q (0 TE) PROTECT _ / BK 1814, P 157 \, LACE
I\ - 352.5 TW � \. 1 1� , \ , , 347.E FG
\\ EXIST/ G /\ 1 1 ROPOSED 5 -- FH AP PRI TE DRAINAGE �-� = _ LO 7 159 2 -28 I I o I=-1 ,E ENT OVER 6•p1'16 ' P 347.9 EXlS' POWER POLE -LOTS 2, 3, 14 & 15 a 7 10' 6,645 FGROSSINE \ TING (OF
\ R W ,, S G VY/D l ALA _ � / EA _ - —1 - - I 3 rw 5, ,ll `\ SEWER NO TES. -
EA _ _ 1) SEE SEWER MANHOLE DATA LO / TABLE ON SHEET J. \\ rp E 4.6 7W G�� 019.5 FG pAD 3 .5 / / 334. FG ' 1 I 10" 2) ALL PRI VA TE STREETS WILL BE \ \ EAST r 'T _.3 = — LOT 15 i l T LOT 28`\ DEDICATED TO THE BENEFIT OF \ \\ \ (OFFS�TE) pR0 _ 0 10 6,681 SFGRO /NET , LOT 26 .` , ' ` THE CITY OF VISTA AS PUBLIC \ -� C � PAD 319. a ° PAD 334.5 / p 10 \ 344.7 O 1130 SF GROSS ET SEWER EASEMENTS (FULL WIDTH). 11,21 GROSS/NET /N v
\\ \ J \ 7,2 SFGROSS ET °/ \ w1 \ ► 09SF OSS/NET \ �t 3) CONNECTION TO THE EXISTING PRO SED C 8 \ - - �% - \ 319.5 334.5 TW °o OUTLET \ \ ° 5' 318 2 5' I I ° L 334.5 TW 5, 34 . TW 5, s ° , 4 . TW \`\ , SEWER MAIN IN CAM/NO LARGO \ \ \ a �41. IS SUBJECT TO THE TERMS & \ \ `�'� a • s s I ° CONDITIONS LISTED ON THE _ RECORDED REIMBURSEMENT
\ \ \\ -A J 321.2 TW V 6' LANDSCAPE 5' 5' ' LANDSCAPE a 5' �\ AGREEMENT PER DOC. N0.

ED \`r I 318.2 FG / EASEMENT/PARKWAY EASEMENT/PARKWAY ll 1986-162229 REC. 4/25/1986 8" SEWER PER \ SOU AL \� \ LOT 4 T LOT 16 LO 5 LOT AGREEMENT TERM/NA TED 10 \ I YEARS AFTER EFFECT/VE DA TE.

DWG 0. 1970 - \\ \ co T I �� PAD 318.2 ' 332.2 ` — PAD 332.2 I 0 PAD 341. \ _ \ 41.1 �O I I 4 MAINTAIN MINIMUM OF 5 FOOT C�
TO BE ELOCA TE \ 3,9 SF G ,� v I w 4,394 SF GROSS ) \ P 19 cA ^� w S T > 4,971 SF GROSS/NET 4,479 SF GROSS/N L \ \ w I 5� 332.2 TW .` s 332 2 TW 5, �� 1 TW 5' I�l, Is I 341.1 TW SEPARA TION BETWEEN SEWER \ ` 11, 4 SF OS ET I _-- s 1J1 FU y Z -� EG -- _- s� " h 335 2 F lSTIN PUBL/C A _ a 5 - LATERALS AND OTHER *15 T N `` I UNDERGROUND UTILITIES.

EASEMENT 0 THE CO Y 5 , a ` OF SA DIE PER BK 51 \ - ` _ �326.2 FG J L 0-21
0 1�I __ $�G- _ - ,�LZ 9�S `- Q! �J18-3 326.2 FG . 5 PUBLIC i , 5 I 50 PRI ET &e 40' S' 5' ` 5' BLIC ' , , a+ , 5'1 ' PORT/ON OF S . RW l TO BE TED WER II 1 2 2 I I L SEMEN UTILITY EASEMENT l I PUBLIC UTILITY EAS L RELOCA TED l R/W I O I 10, T 19 10 LOT 32 1 p 5 o O PAD 326.1 O w 6' D 307 7 1 PAD 317 . � o � ~�\PAD P 3 i - I 30 O N I `, 5,050 4 S/NET 200 SF G, S/NE w° N I 5,350 SF GROSS/NET 4,559 F S/NET I w cV a I W 4,300 SF GROSS/NET 1 _ I a a s , 07.7 1r I I 5 V a s 18.2 Tlfii 5, 3 TW , I I 150' -- 9 ' 5 s -32L2 F I
I 50
EXIST. 10' W I EE /N III N _ _ _ _ - _ 1 50 5' 5 �I� � `� - 5� I 5' Pt LlC p - \ I I I , LOT 9 --_ TlLIT EAS ENT C� LIT EASEM 5 I ti E L� 8 1 o LOT 20 10 I,� LOT 3 1 1 W o
o PAD 02.7 0 12.8 I ' PAD 313.2-, 1 I AD 321.1 7 E NG I \ w 51 SF 4,71 F Rf SS_\ I w I 3 I -� V w O 4,853 SS l W II 4106 ET Li 6 GROSS` 5 li S SF GROSS 5,085 N \ , s / 5,37� 466SFNET 7 J s 4,229 SFNET ' l PRO .8 TW B11e0SE� - _ �,i �� $ 318.

L R=500 PER OAD _ CURB l - 305.9 FG- J 40 �, CURB INLET 14. FG a 315.6 FG SURVE 0. 3 2 \ fti �� \ - - v o - - - _ N — O
1 00 � � V.C. _ - � _ W W 5+000N - vv' - W - w �L ►v - - - _ ao

3.679 - - q
--------A� - -BVC co ------- 29 .56 294.49 ` RVC 2+00 EVC c� - N BVC �53+0 ) _EVC_ + �S) ) - �- S) 93 _ ��BVC 7+00 0\; 4 294.56 ��CS (S 295.81 3 298.59 SDBDl�S 303 76 N N° � INOARGO (�RIVA 314.76 (S) "� (S)315.76 8+00 BOUNDARY (�',, - W ---- --- --_-- ------------ _---- -----_------ --- --- ----- ---__--�-�_--- ---_--- -- ------_----- __--- - - -- - -_------_--- -_------- ---- ---+ =T -
��CI NG 1 00 N , /�� EXIST. GE I I XISTlNG112" ,SEWER EXISTING 20' WIDE PUBLIC PROPOSED PRI VA TE ROAD PR POSED 8" PUBLIC _GE EXIST i z I DWY OF PVMT. I X 42 EXISTING 56' WIDE PE C TY OF VISTA SEWER EASEMENT TO VISTA, & PUBLIC UTILITY EASEMENT PV WATERLINE (V/D) I ---- -_,- F PVMT EXISTING 12" EWER LINE I TERLI E R CI TY RECIPROCAL D NO/1934 WATERLINE EASEMENT TO 1D EASEMENT TO BE CE E bWG. PRIVATE ROAD & OCEANS/DE AND 20' WIDE RANTED TO APN M PROP SE 3- " PVC TE TO BE R LA ED BE - - \ " MH N0. 1 & H NO. 3 I -153 & 1531 UTILITY EASEMENT / / PRIVATE ROAD EASEMENT TO 159-240-05, 06, 13 & 14 --------------do- ti PROPOSED PR/VATS _-___ OVER PIPES UNDER 12 S WER & } _ "JULY 8, 2013" TO APN 159-240-05, 06, 13 & 14 \ I� :v III, „ OVER �2 WA ER - SEE SH ET 7 _ � � J J STORM DRAIN = _ _ ------------- I � PROPOSED - N I lS _ CLEANOUT, WY� REPLACED WITH 40' / - - ----- `\ � 18 CP 15 � -32 I PRIVATE ROAD APN � 159 0 1 U �--1 WALL NOTE:

TYPE A-7 ,-r--I EASEMENT 159-240-33 - ALL WALLS TO BE 4.9' \ /N HEIGHT MAX.

COA( T PROPOSED 18 EX/STING PRI VA TE RCP J' -T0 EXIST ARCH I PIPELINE EASEMENT ` PE ONCRE LUG
I --I P TD. G NO.
,_ .., `JE- .95 / REVISIONS EXIST. 7 8 X I III ii \ / bhAinc.

No. Description Approved by Date
5' S" ARCH PIPE ; � ' �i „ \ - -- ocy PER DWG. NO. 1818 -1 t) i -� I( _ \ - / �� - --- 0and p0ann g, c A c�o�gheefing, surnveyhg P It) -�OH� (OH ---- 5115 AVENIDA ENCINAS (OH) -� OH -�,$H)� �— - ., - - -- - SUITE „L„ F EXISTING �(0 ) OH)
I I 1 I I R/W (OH) (OH) ( I 10, (�H) - - CARLSBAD, CA. 92008-4387 I i I I V I I (0 OH) (OH) (OH) (760) 931-8700 (Oki-1- ----- _---__
K:\Civil 3D\1154\DWG\TM\1154-TM-02.dwg, 8/10/2022 1:57:12 PM 08/23/2022 PH2 Page 50 of 165

11ENI 'A TIVE SUBDIVISION MAP P21 -0300 CAMINO LARGO SHEE T 3 OF 1 1 SHEE TS 323.0
HP
i
322 3
YARD DRAIN -_-----_
RETAINING 1 (TYP.) r _-
LOT 18 ---- ` WALL I RETAINING ,� �_ --- A ` PAD 323.2 WALL `\\ II 1 �
FF323.87 f 322.7 - -__________- PROPO. ED HAMMERHEAD HP TURNAROUND FOR'\VISTA \ \\\ X TW / SANI TA WN MAINTENANCE 3 .3 TW VEHICLES \ \
i -_-_-_-__- -- --- - 5 309.9H , GF323.37 '�_ 5 2 F ` bl4?5cu�ecd Ar �, __Mol 3220 �'"i HP _--- _ __ --___ -- __ ---- ___LP LP -
� -- - \--- -----_ \- -- OT 4'6 -,_�- _ PUBL _ N YARD DRAIN SEWER NOTES: L 1) SEE SEWER MANHOLE DATA -_ __ --- - - - P i R 3 (n OUTLET PIPE TABLE ON SHEET J. - _ ' _ - - _ -___--__;;`\ ` \ - \ 9,968 SF G s \ THROUGH ---_;- - �1 i O ° CURB 2) ALL PR/VA TE STREETS WILL BE _ _ _ - __-_ --__ 'r` ' . \�',, 5' DEDICATED TO THE BENEFIT OF - - - - - - ---- -- ao ao w THE CITY OF VISTA AS PUBLIC 3 o o SEWER EASEMENTS (FULL WIDTH).
cV 3) CONNECT/ON TO THE EXISTING _ - - - \g Q Z� � `� `` \ 16 SEWER MAIN IN CAMINO LARGO _ _ _ -- -\-- - R 55 4 5 16' 107.

IS SUBJECT TO THE TERMS & 5 --_ CONDITIONS LISTED ON THE --- - 3�{t \, - ' ; \\\\AQ \np ,\ ` `\ `\ SS/NET 40' PRIVATE RECORDED REIMBURSEMENT - _ ' - _ _ g I AGREEMENT PER DOC. NO. ' ``' ` '� 0` G \ , 1 ` --\ STREET & PUBLIC co 1986-162229, REC. 412511986 ,,3 k ;j; ', 5ji, \\� N UTILITY EASEMENT N \\ AGREEMENT TERMINATED 10 , 9 `� ' ` APN TYPICAL DRAINAGE DETAIL YEARS AFTER EFFECTIVE DATE. 1 __; '§' `. \`\ 10 `\ ! I LOT 159-240-06 \ L710 commo IN
SCALE.- 1 = 20 4) MAINTAIN MINIMUM OF 5 FOOT OPENSPA E SEPARATION BETWEEN SEWER x ```\ ` v ^ ```\ 5 1 LATERALS AND OTHER ' S \\ `\\ \ m N `, \� \` \ +1- �pC, PAD 314.E \ I UNDERGROUND UTILITIES. , \' 0 E q O 1A s Z ` 5) RECONSTRUCT EXIST. SEWER L 0
5 \ 11-� \gip P R W Y 6 145
TW `�° W I � II
MANHOLES NO. 4, 7 & 9 PER 1 P5 G g T� `\, \,`\cry I '1 3 CURRENT STANDARDS. P I , �' ` 5 3 FG Q II
� -CAPE KW
6 Y
' �N ENTIP T/PAS A
EPSEM 4
PROPERTY s , F G \31�5'\ . \ LINE / G � S'P\ ss PROPERTY , / p 57 LINE
/ � 1 EN " CURB < I � �

PROPERTY
PROPOSED HOME LINE / / / 5' E 3 O 5 / 12+ 0 REAR YARD I / - -------

PROPOSED HOME
ACCESS REAR YARD �S� 3� .0.3 -- -V C - (S ACCESS - PROPOSED FENCE I PROPOSED HOME P ��` � ��- - _____ _ _------ X ® PROPERTY LINE REAR YARD • -

PROPOSED FENCE
X ® PROPERTY LINE ACCESS
X PROPOSED SWALE
PROPOSED FENCE • <5 /%% , / OF PI/MT.

X © PROPERTY LINE / G E TE-DRA1NAf __-- - - - LOT 13 PROPOSED � � � � --------------------=-- _ RETA/NING WALL LOT 1Z
PROPOSED , L, �rl �� _ _,.-_: - /a� ,REC. -09ft99$ ___"-___"______________`_---------------- RETAINING WALL LOT]] / w �� <S� LL �q9P ' D ----\ .,;A "_________________________----------------------- Sj ---- --------- ------------------
----SE PROPOSED _- � c�a � ��� -' VA)l �-;- +�OROSCIS-4=,8-�Q==bU�Z�-T-t3/PE�",--"EX/STING GROUND - - - - - RETAINING WALL �g TVA / `rn � / E- OS l &ETAtt ""-- - _LOT 10 5 1�SF 9 FG a • - ;E,� IE�I - - - ____- -,,; EDGE PROPOSE-41Ii E---
/ \� j 8 EX�S�N /% ,' , BR*ffiGE-t� SEMENT ---------------------------------- �/ • ,,, , ', !'- '' PORZION OF EXISTII�IG- TYPICAL LOT CROSS SECTION �_ /2� L�g� ��;',;;�';,-';,-'',-'' RECIPROCAL PRIV TE EXISTING 20' WIDE PR/VAI€ / / �6Z ' ,.(Q% �/ ,__� ROAD & UTILITY ROAD EASEMENT TO�fPN �, , ,
SCALE. 1 = 10 / - RORdS27 ' ' , EASEMENT 159-240-05 06 13 & 14 / --'' TO BE QUITCLAIMED
'
& Pbgq q'U42-
,7'LIJI ,1,5 �40-31 r7h scored Area E11 & 5� '
E SE ISINT�'SA10, '
q�EM�N,T , O,CE /
3' \I kG
91'� 4p-0'5�06,13&14
/ 1 1 1 1 I I %
1 1 1 1 1 1 I i
1W 1 I I 1 1 I , \ - , I I
MANHOLE DATA TABLE MANHOLE DATA TABLE
NO. DESCRIPTION STATION TR RIM ELEV. 1E INVERT ELEV. NO. DESCRIPTION STATION TR RIM ELEV. 1E INVERT ELEV. t11 C� ;'-_''U���E aGP0E0

TO BE REMOVED &
0 EXIST. SMH #OV5.84A 1+00 (292.5) (284.6) © EXIST. SMH #OV5.082 3+43 N (295.0) (287.2) SEWER REALIGNED (TO BE ABANDONED & Iv MEN 0 EXIST. SMH #OV5.84J 1+36 E/0+00 N 293.8 (286.4) TO MH 22 & 23 %' 40 Ep,SE REPLACED WITH SMH #12)
0 NEW SMH #3 2+64 297.7 (291.8) ® NEW SMH #14 3+46 (LOT D) 318.8 310.8 N ® EXIST. SMH #OV5.081 4+80 307.6 (300.9) © NEW SMH #15 2+54 (LOT E) 320.6 312.E `�'' `� 50 NEW SMH #5 4+99 308.2 (301. 1) ® NEW SMH #16 4+00 (LOT E) 333.4 325.4 � WALL NOTE.' © NEW SMH #6 7+47 316.0 (303.5) ALL WALLS TO BE 4.9' © NEW SMH #17 2+66 (LOT F) 329.7 321.7 IN HEIGHT MAX. 07 EXIST. SMH #OV5.081A 8+30 314.9 (304.3) ® NEW SMH #18 4+37 (LOT F) 345.4 337.4 ® NEW SMH #8 9+73 312.2 (304.9)
®EXIST. SMH #OV5.079 11+66 310.3 (305.6) NEW SMH #19 3+34 (LOT G) 331.3 323.3 REVISIONS 90 NEW SMH #10 11+87 310.3 (305.7)
NEW SMH #20 2+41 (LOT H) 312.5 307.1 bhxinc.

No. Description Approved by Date
® © NEW SMH #21 3+03 (LOT H) 314.5 307.7 10 NEW SMH #11 4+42 N 293.9 286.7 30' 15' o' 30' 60' 9o, Oand ppGlonp hg, dvfl engoheedng, suryeyhgo © NEW SMH #22 1+20 293.4 284.8 NEW SMH #12 1+50 N 293.7 286.7 5115 AVENIDA ENCINAS Q NEW SMH #23 1+26 293.7 288.0 SCALE: 1" = 30' SUITE "L" CARLSBAD, CA. 92008-4387
(760) 931-8700
08/23/2022 PH2 Page 51 of 165

11ENI ' T_1VE SUBDIVISION MAP P21-0300 CAMINO LARGO SHEE T 4 OF 1 1 SHEE TS APN
159-240-02
DATA TABLE PROPOSED TURN

AROUND EASEMENT
NO. LENGTH BEARING-DELTA RADIUS SEWER NOTES: FOR VISTA SANITATION

66.24' N88 2546"W 597.77'
1 74.95' 4°1551" 1007.05' 1) SEE SEWER MANHOLE DATA 148.27' z 825 4 ' TABLE ON SHEET J. g'I' pill-1� SAG&E' W 143.82' , 2 52. 13 2 55 35 1020.58 96.99 3 ° LIC 2) ALL PRI VA TE STREETS WILL BE R� /�� II EXIS E ENS �g30, 6'- / 20+ 3 UTI20'L�YBEALIC SEMENT
133.05 7 36 50 1001.22 DEDICATED TO THE BENEFIT OF ��4P EPSG, g/3/P 15PIMED N s 9 T 46 g / K 18 0 ITG� O� o551N L GRASS/N �s`-• o�. 4 19.00 N23 46 23 W - THE CITY OF VISTA AS PUBLIC 0 O II RE 1 A,p N _ _ L F N SEWER EASEMENTS (FULL WIDTH). o� B E �a - 3 E ET APN \�\S\ / TO B OT 3g SINET S615F GR 9,968 S „ \ 5 25.00 N68 46 02 E 3) CONNECTION TO THE EXISTING 159-240-01 S��p 6' // \ L GRQ \ 10, +07 E Z 6 25.28' N66°13'37"E - ISWER MAIN IN SUBJECT TO THE INO TERMSRGO& ;�'�� II \ 16,oS1 sf \ �' N N 7 67 92' S1 z LOT B CONDITIONS LISTED ON THE / / �� \ Z$ T �`- / Q J �� rn,; �. 14,923 SF GROSS 7 29.42 N75 25 34 W RECORDED REIMBURSEMENT / \ sr�,, II \ LQ� OsSINE �p / `S \ �,+ + NO �5 14,153 SF NET AGREEMENT PER DOC. NO. \ I GR 6 8 39.27' 90 00'00" 25.00' 45 1986-162229, REC. 412511986 / O� �551NET II II 111,30�5F II II 2' LOT ASS/NET , Lo 9 39. 17' 49 5233" 45.00' AGREEMENT TERMINATED 10 z SF GR I 3 1 II ''E g6 5 �� , W 5147 SF GR 3.73 cV YEARS AFTER EFFECTIVE DATE. /� 6 645 1` II I 2 _ 40 // ,3� g' � � �„E 4 20 I � N `L 3 1 0 $ 40 PRIVATE 10 9.46 11 53 20 45.59 4) MAINTAIN MINIMUM OF 5 FOOT // a' B6 ''E gq. ti, N66 3 N77.10, STREET & PUBLIC 00 APN 11 SEPARATION BETWEEN SEWER 0 5p g0, L2 II M 6.13'3� DSOPPEPRKWPY ;� 44 HIV UTILITY EASEMENT 159-240-06 100.44 127 53 20 45.00 LATERALS AND OTHER D� - 16• O I N6 00 61 5 rn ' APN NTIP Q Z D1 ,� LOT ET M in o N UNDERGROUND UTILITIES. 1'S ,37 E Z9 INFT z 17 $ 6 SEME T SINE D.�h GROSS/N o CN w 12 40.50 51 33 39 45.00 // d 66.13 6 \\ �, \ L0GRo5s ,,E 3� ET EP L0 GRos ti 5,168,Sp pSOAPE Y LO o w o 13 48.01' 61 07'37" 45.DO' S) RECONSTRUCT MANHOLES N0.EXIST 7 &SEWER PER // 6 N O� �SSINE o I ,'A 39q SF °13'31 , LO�RosslN \\ ❑ II A,959 SF $6 00 6 LA MENT/PARKWA , I o 3 Z CURRENT STANDARDS. 5 �� 9 F GR I X. 06, op p SF G �� �''E & oo ' EASE 7g.71 3 v o 14 1.30' 139'11" 45.00' / O� 1 5511`1ET rn•`s� A,009 S J\ �'� pp gyp' A,50 ���` 0 6.13'3 TREET l. o a 46 77.10 07„E N o / L GRO Q_ 52 �I \ $�' I o to z t„ z �. N6 vp,TE TY ESM N , POgLIC MENT o o 15 19. 12' 24 20'26" 45.00' p6 11215 SF 7.g1 �5' �' Q� 3 SSINE p0 85 00_w ��, �, 50, PRC O�LQ'r �1 SINES UTILITY EASE 'o 1� II L RQ �6' 6 T \ uok L OS , �„ 0 sS�NET �� A,300 sF G N '3�'' 1 L ' R SINE N N O 5 GR N o' o OT 4Rpss 16 39.27 90 00 00 25.00 ++� / E 20 1 E O o5 �„ i �q 5 T L 17 , , » - ?yc \ 66.13 3 SF GRQ II oo , P05110 p,5E 66'13 SF G CPPE WPY �'� `'�' cam, .o ,�'UB�IC SE,ME $6'0 o 0 SF G -

30.24 N23 46 23 W APN cj6 ,�'�`�, O N q�9 0 5 �1�I11 N o p0 q,500, jp,NDs T/?P%, � � E 3/ E Vj Op °2 � 5 4�55 SFNET 159-240-16 1$ �'
`� 1 s 6 EN C� v 13 55 S4 5 > 0 �, N U 8�Op r- EPSEM �� o �cr N66 �ZO55 51 18 7.51 N27 47 15 E - / $ � 16 ET 19 gg b6 Z� o� o�� w 02 o551 T 6,00 �5�0 5 0 N_ \ L�SF G NET / j 52 53 5.39' 19 39.27 90 00 00 25.00 5fNE� �0q o551N �'� SINE o. W G L GR 11 3 NEB o. �, 5,1 S6 SF - / 2B/ , ,. , PROPOSED 5 WIDE PRI VA TE / LO GROS N II SF GR , 3,3� E 1p Op L GRQS ENT �, s s0 4,300 s NDSCPP gP P „E 1,0 GRQSSI ENT 50 o q j N8 25 46 90.97 20 0. 70' 0 53'16" 45.00' DRAINAGE EASEMENT OVER z 5F �1 1 p 1050C P 3 F G LOTS 2, 3 14 & 15 w 6,651 �'9 N66 �,55, EPSEM rn rt 00. 6' LP MENT 613 50o S Ppgll 21 29.89' 38 03'17" 45.DO' rn Q /I 5 ITY �\ EPSE N6 o Op - / > pTIL I \� �' to t!1 �' p d pTILI 25 6�/ \ _ - _ 9 o , cs �'� v �' 10 �- Q + 6.00 $ro 13p I � � J� NET �' $Gj�p 00. \ 4S / / / / I EXIS77NG PRIVATE DRAINAGE EXISTING 6' WIDE 1 3 INET 61 26 06 \ O� 15S1NET 1g 23 ETII o_ �� `�- \ LO GRossI 8c 116.0 EASEMENT PER DOC. 1998-0562349, SEMENT L� O55 1 66' \\ L RO E p0 0� OS �, cs p SF STR MT "E 3 5 0 0/ / REC. 0910211998 UTILITY EA / GR 3 27 SF G 13 3 ,gyp. GRO E �� ,� - 4 S 39 3�' 6 N 3 6 SF CP o 30 RI�pLITY E 13 31 LOT GRQS / o / PRVATE PROPOSED TO SDG&E 2 S 13' E bc 1 0 �551 E N 20 Qo 5 50 G E T N 6• A, 50 + DS P RKWP \ oo. o' P 0 66• SF ff ROAD / N66 L F GR vB�I PSEM N 5 6 �P MENT I P P Spljol C N I �p�p 5,26512 SF N / "' / / l EASEMENT / 949 s O� 5 P ITY E 2�p T �� EPSE 0 ❑ 4' PROPOSED PRIVATE g 3,
159-240-28 � o �� TIC 1p STR E $•0 �6' o I O 33 � ET & / / DRAINAGE EASEMENT v
APN / O -18 9 ET os O �$, 6� ,o IVPTE TIuITY g 1g 0 o I� o. 50 , 0f GROSS gip% / E STRET / / PORnON OF EXISnNG / LO RQ551N 1$ $ 12 NET `o. 0 50' PU SIC T OT o5S1N�� '37"E �o 0o OT o551NN \\ 25 0 Al s 3 S SF NET // PRIG EPSE /�� , � - � & UI A�TY EASEMENT ROAD 0 SF G 37 E �p 10 Ro551 8& SEMEN �� 6v 6613 L GR 25 0. q 229 / POSEDTIL►T'� (0

TO BE QUITCLAIMED
/ A A'S9 N6613 336 SF g�IG SEMEN b o EP 5,350 ,N 4,550 SF c,� \ / 56% / PP BRIG P o N -19
p 0' z rn_ 1 E $ 00 8 .pp O 37 ��� SP TE 1A APN 5 TILIT� \V ���� .� 102• 9 ,� � 6 0. � � $5 0 �g�o o W N QI QS51N 1g / , / pg1�A / / /06 13 & 159-240-31 / ' I.PNDs T PPRK 5 T 1 11 ET �0- �� L F GR "E po T 21o55 \ pp o� Gp / / / / �� 6EPSEMEN I,OT OSSINE. 3+37 E ,gyp o0 1j,O1ROSSI Io'� 5 35 S�PPE KWP� 66°13 3 �° �05�GNET / /� Ro55 / / ,� NET 5 SF GR N661 Zoo SF D PPE RK�PY �� i, 0 6, LPN ENTF N 5,13 66 SF / / � SF G / / DATA TABLE DATA TABLE DATA TABLE LOf
0551 \\ cr' A,SS �' ' LPN T/P P Wo_ o. SEM 0 0> �'� 20, 09 GR \ 10 6 Op EET 6� 6EPSEMEN EP 1p2 II/ C C ION BOA/ NO. LENGTH BEARING-DELTA RADIUS NO. LENGTH BEARING-DELTA RADIUS NO. LENGTH BEARING-DELTA RADIUS 9� 0) g STR p0' p0 cS �\ Q / I p0/ 0 CIS / , , » , , , » , , , 11+ �' S orn 6� $, L Sp601/ / / 22 24.70 31 26 44 45.00 43 15.48 17 09 33 45.00 64 52.33 S40 56 02 E - 5' RIvPT 6 ET 1$5 g o �' a 0' O� 90s 6 119 2 O a 50' P SIG �� 5sIN "E p0 0 o. 5 I' SF 1j.

ET / /g6�, 6 6� / / , , » , , , » , , » _ �• .13
3'3�„E \ d & SEMENT o GRQ66.13 37 LOf SSINE �\ \ 25 00 6 3�5 SF N / ,//613+3�"E �p 31 g3' / 23 76.57 972949 45.00 44 30.70 39°05 31 45.00 65 50.21 S29 04 29 E h0 1 1 8 82' o ul
? oo_ EP 5 05 N Zoo SF G 25 \ $�p/ 06 3'3�„E 1 O / 24 76.57 97 29 49 45.00 45 39.27 90 00 00 25.00 66 19.92 N23 46 23 W - O� SINE 'G A g6�p 6�' / / �_ N661 / / 25 24.70 31 26 44 45.00 46 23.57 N45 48 44 E - 67 40.34 S38 07 39 E - S + T N 5. g / 09 SF GRQ 2� 05 z ��, �, LO Ro551 N 1$ 00 op o0_ / 28 a_ / / / 26 29.89 38 03 17 45.00 47 33.51 N54 01 22 E - 68 50.99 S35 04 59 E - o� 0 6,4 �+'E 1 C ENT � o'�, � \ 0 5F G "E op 9 \ oo / / /

66.13 3 5, PpBYI EPSEM �+ �\tJ� cro 5,o5�IG EMENT 66°13 3� "gyp' LOTGRO� / /j o/ j / / SEWER E 27 0. 70 0 53 16 45.00 48 36. 15 N60 49 21 E - 69 50.99 535 04 59 E - -p� N TIIJT \\ N o , PpB EPS N j12 S F NE / / SIG RAIN , , » , , » _ , „ _ o p Rw W, N o. 5 ITS �7 �' 06 S p6 PTE p 20 28 39.27 90 00 00 25.00 49 40.05 N 134 14 E 70 50.99 S35 04 59 E OF EXI TED �C� °'- pill. g6 p0 �,1 / / / / 0, \IID S P & VIE PN TO - , , » , , , , »
0 \ o. o_ TION q PPE WPY �, ,�, $ + / / 2 �I Nslp MEN 1� 29 39.27 90°00 00 25.00 50 43. 17 117 7 44 279.00 71 50.52 S31 58 03 E OT QSS o /bop / TING To CEP p 8c �90 TY OR BE NDSG P PRK `'', N ' L GR o 5/ XIS ENT p 0 p E 13 , » , , „ , , , R �OpN BEY v v P TO 6 1.EMENT I 50 93A 5F NET / / / EPSEM ENT 0 RO 5, p6, 30 6.55 8 20 06 45.00 51 41.48 10 51 11 219.00 72 17.35 N23 46 23 W - PER SpR ,1 a� '�• EPS A OS5 s / SEM IMP 0,0 OP 392 y �, � O Ross 5' oo. 51 N / 'IID NP 59,2� 31 24.04 3036 27 45.00 52 12.21 3°11 42 219.00 73 42.83 S10°16 21 E - R NO �`�' �o� � PROPO5 D 6L 9 sf S NET \\ 2 \ /% o/ �+ / / / PP 32 30.54' 38 53'05" 45.00' 53 9.45' S88 25'46"E - 74 50.99' S12 27'48"E - \`7� R/ 1 15,�60 1 // / I I APN , , » , , , , , » \\ 8 � o_ / / I 159-240-33 33 70. 77 90'01 06 45.05 54 38.90 N67 56 31 W - 75 50.99 S12 27 48 E - �� \ / / , WIDE I , „ _ G 56 GPI RIvPT NT 34 701.27 128 56 33 45.00 55 3.59 N16 56 36 E 76 50.99 S12 27 48 E EXISTI�IPRO OPO &�, I TING PPSEME 35 24.04' 303627" 45.00' 56 14.95' 10 50'34" 79.00' 77 16.49' S23 4623"E - / RE PTE R SEMEN To EX�S�INE E
I4 EP I IPE , „ , , » , , APN / / / PR IT`( 013 & , P 36 6.55 8 20 06 45.00 57 40.00 N72 49 06 E - 78 46.94 N12°15 23 W - 159-240-21 D 0+ 0/ j / p 30k, 011�PIMTN �0 I / / /
'' O III p 37 39.27' 90°00'00" 25.00' S8 22.52' 10 50'34" 119.00, 79 53.02' S13 09'41"E B EP�POEP E RNT , , „ _ , , » _ , _ R PRIvPSEME I I 38 36.67 S23 46 23 E 59 36.20 S23 46 23 E 80 13.78 N17°10 54 W STING o THE R BK 16
5' EXIENT TGO PE 6/19 \ / / E 39 39.27' 90 00'00" 25.00' 60 21.90, S23 4623"E - 81 17.68' N17°10'54"W - EPSEM N DIE 12 9 TING 6 / / / APN I I OF 5�69 R��, P' 26 EXIR/� / / / 159-240-32 I 40 3.63' 4 3724" 45.00' 61 38.43' S38 51'26"E - P& 5K 12/06/19 / I _ 50 5 41 67. 14' 85 29'06 45.00' 62 50.99' S35 04'S9"E REC Rg D G 42 114.87' 146°15'04" 45.00' 63 50.99' S35 04'59"E - PER 3813 I / I

00. I
I I REVISIONS bhA,in
c I No. Description Approved by Date 40' 20' 0' 40' 80' 120'
/ I I 5115 AVENIDA ENCINAS \ SCALE: 1" = 40' SUITE 1" CARLSBAD, CA. 92008-4387
\ (760) 931-8700 K:\Civil 3D\1 154\DWG\TM\l 154-TM-04.dwg, 8/10/2022 1:52:13 PM 08/23/2022 PH2 Page 52 of 165

I ]EN I "A TI VE S UBDI VISION MAP P21 -0300 CAMINO LARGO SHEE T S OF 1 1 SHEE TS o
---------- IN
.

IN
0 0
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UTURNDETAIL
SCALE.- 1"-20'
i
20' 10' 0' 20' 40' 60'
, 5R v
a
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N.

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FIRE TR UCK TURNING DETAIL
SCALE.- 1"-10
/ I 10 51 0 10 20 30 I SCALE: 1" = 10' RIGHT TURN STRIPING DETAIL REVISIONS in
c
No. Description Approved by Date
SCALE.• 1"=10' �hand p�ann engheedngo sarrveyhg 5115 AVENIDA ENCINAS
10' 5' 0' 10' 20' 30' SUITE 1" CARLSBAD, CA. 92008-4387
SCALE: 1" = 10' (760) 931-8700 K:\Civil 3D\1154\DWG\TM\1154-TM-05.dwg, 5/16/2022 9:09:33 PM 08/23/2022 PH2 Page 53 of 165

I ]EN I "A TI VE S UBDI VISION MAP P21 -0300 SIGHT DISTANCE EXHIBIT NOR TH SANTA FE A VE. C& CAMINO LAR GO SHEE T 6 OF 1 1 SHEE TS Ej
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REVISIONS
No. Description Approved by Date
bhAinc.
5115 AVENIDA ENCINAS
-' 30' 15' 0' 30' 60' 90' SUITE 1" CARLSBAD, CA. 92008-4387
SCALE: 1" = 30' (760) 931-8700
KACivil 3D\1154\DWG\TM\1154-TM-06.dwg, 5/16/2022 9:14:19 PM 08/23/2022 PH2 Page 54 of 165

K:\[k/i| 3D\1lS4\DVVG\TK4\11S4'TM'O7.dwo, 5/16/2022916:50PK4

TIVE SUBDIVISION MAP P21 -0300 EXISTING CONDITIONS SHEE T 8 OF 1 1 SHEE TS

CAMINO LARGO
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P21-0300
MAINTENANCE INDICATORS AND ACTIONS FOR SHEET 10 OF 11 SHEETS

BIOFILTRATION BMPS
TYPICAL MAINTENANCE INDICATORS TYPICAL MAINTENANCE ACTIONS ACCUMULATION OF SEDIMENT(OVER 2 REMOVE AND PROPERLY DISPOSE OF INCHES DEEP OR COVERS VEGETATION), ACCUMULATED MATERIALS WITHOUT PROPOSED OR EXISTING SURFACE CURB INLET/BYPASS STRUCTURE VAULT SYSTEM LITTER, OR DEBRIS DAMAGE TO THE VEGETATION. CONFIRM

THAT SOIL IS NOT CLOGGING AND THAT THE
AREA DRAINS AFTER STORM EVENT.TILL OR FLOW BASED OPENING ' REPLACE SOIL AS NECESSARY. •• ;• POOR VEGETATION ESTABLISHMENT ENSURE VEGETATION IS HEALTHY AND MODULAR WETLAND SYSTEM

DENSE ENOUGH TO PROVIDE FILTERING AND
TO PROTECT SOILS FROM EROSION.

REPLENISH MULCH AS NECESSARY (IF LESS 7o°o°o°o°o°o°o°o°o°o° 100-YR HGL V ' THAN 3INCHES DEEP), REMOVE FALLEN
LEAVES AND DEBRIS, PRUNE LARGE SHRUBS o°o°o°o°o°o°0°0°0°0° OR TREES, AND MOW TURF AREAS. °o°o°o°o°o°o°o°o°o°0 100-YR HGL o°o°o°o°o°o°o°o°o°o° WATER QUALITY
OVERGROWN VEGETATION-WOODY MOW OR TRIM AS APPROPRIATE, BUT NOT ° ° ° ° ° ° ° ° ° ° FLOW N VEGETATION NOT PART OF DESIGN IS LESS THAN THE DESIGN HEIGHT OF THE : ', c�i
PRESENT AND GRASS EXCESSIVELY TALL VEGETATION (TYPICALLY 4-6 INCHES FOR ° ° ° ° ° ° ° ° ° ° , 0 0 0 0 0 0 0 0 0 0
(GREATER THAN 10 INCHES) GRASS). CONFIRM THAT IRRIGATION IS 7o°o°o°o°o°o°o°o°o°o° .,.

ADEQUATE AND NOT EXCESSIVE AND THAT N °o°o°o°o°o°o°o°o°o°o
SPRAYS DO NOT DIRECTLY ENTER 7o
OVERFLOW GRATES. REPLACE DEAD PLANTS

AND REMOVE NOXIOUS AND INVASIVE
0 0 0 0 0 0 0 0 0 0
WEEDS.
°o°o°o°o°o°o°o°o°o°o
EROSION DUE TO CONCENTRATED REPAIR/RE-SEED ERODED AREAS AND �� 12" OUTFLOW / ORIFICE BMP-1 PIPE i + IRRIGATION FLOW ADJUST THE IRRIGATION. 18" OUTFLOW EROSION DUE TO CONCENTRATED REPAIR/RE-SEED ERODED AREAS AND MAKE DISCHARGE CHAMBER WETLAND CHAMBER PRE—TREATMENT CHAMBER 0.50' PIPE 0.50' — FLOW CONTROL —WETLAND MEDIA —INCLUDES PRE—FILTER STORMWATER RUNOFF FLOW APPROPRIATE CORRECTIVE MEASURES SUCH 12" OUTFLOW ORIFICE RISER SIZED UTILIZING PATENTED MEDIA CARTRIDGES PIPE AS ADDING EROSION CONTROL BLANKETS, TO DRAIN DOWN IN HORIZONTAL PERIMETER ADDING STONE AT ENTRY POINTS, OR LESS THAN 36 HOURS FLOW BIORETENTION RE-GRADING WHERE NECESSARY. REMOVE

OBSTRUCTIONS AND SEDIMENT
ACCUMULATIONS SO WATER DISPERSES.

STANDING WATER (BMP NOT DRAINING). IF WHERE THERE IS AN UNDERDRAIN, SUCH AS MOSQUITO LARVAE ARE PRESENT AND IN PLANTER BOXES AND MANUFACTURED PERSISTENT, CONTACT THE SAN DIEGO BIOFILTERS, CHECK THE UNDERDRAIN PIPING DEEP ROUTED, DENSE, VECTOR CONTROL PROGRAM AT(858) TO MAKE SURE IT IS INTACT AND

DROUGHT TOLERANT
694-2888. MOSQUITO LARVICIDES SHOULD UNOBSTRUCTED. ABATE ANY POTENTIAL TYPE G-2 CATCH BASIN PLANTING SUITABLE FOR BE APPLIED ONLY WHEN ABSOLUTELY VECTORS BY FILLING HOLES IN THE GROUND PER D-8 WELL DRAINED SOIL NECESSARY AND THEN ONLY BY A LICENSED IN AND AROUND THE BIOFILTER FACILITY — O 5 INDIVIDUAL CONTRACTOR. AND BY INSURING THAT THERE ARE NO — = LEGEND AREAS WHERE WATER STANDS LONGER -THAN 96 HOURS FOLLOWING A STORM. i- 7 2 7 oQ -i �°
OUTLET INLET OR OUTLET STRUCTURE CLEAR OBSTRUCTIONS. i— I S�Oo FC c,�,1 = 1 FREEBOARD = 12.00 (CONJUNCTIVE USE FACILITY) �_ _F- 4
DAMAGE TO STRUCTURAL COMPONENTS REPAIR OR REPLACE AS APPLICABLE. _ _ HC — O2 BASIN HEIGHT H 30.00" SUCH AS WEIRS, INLET, OR OUTLET I—_ _ 33 6 PC 3" MULCH — —I STRUCTURES I _ — — = I 3 MAX — _ — — _ O PONDING DEPTH 6.00" BEFORE THE WET SEASON AND AFTER RAIN WHERE CISTERNS ARE PART OF THE SYSTEM = FROM SCREENS AND OVERFLOW DRAINS III _ / EVENTS: REMOVE SEDIMENT AND DEBRIS Ell 10 18 AMENDED SOIL MIN. INFILTRATION RATE 5» HR RISER INVERT HTOP = 18.00" = 4" PEA GRAVEL
AND DOWNSPOUTS: ENSURE PUMPS ARE I = — FUNCTIONING, WHERE APPLICABLE; CHECK = _ I O5 *EMERGENCY WEIR INVERT = 18.00" INTEGRITY OF MOSQUITO SCREENS; AND; O O U O O _ 7" GRAVEL LAYER " CHECK THAT COVERS ARE PROPERLY SEALED 6 O LOWER SLOT INVERT = 6.00 AND LOCKED. O O O O O� = FOR V2 STORAGE 1 — 5" HIGH X 34" LONG OPENING OUTFLOW _ if D *UPPER SLOT INVERT = 7.00" d
_ I I 6" PERFORATED PVC PIPE 1 — 4" HIGH X 10" LONG OPENING h64TCH Al�WI�OLE THREE (3) 12" RCP I i CONFORMING TO ASTM D SITE SPECIFIC DATA I OUTLET PIPES — I L CON OR EQUIVALENT PC POLLUTANT CONTROL WSEL = 6.00" PROJECT NUMBER 15086 L 0 PATEWED PERIMETER C/L 30 M L yll Lk PROJECT NAME CAMINO LARGO VnYD ARE4 i/FRIICCAL UNDEI?DRA1N A6WIF09LD IMPERMEABLE 3" DEAD STORAGE HC HYDROMODIFICATION CONTROL WSEL = 14.52" .� LINER* EXIST. GROUND RESTRICTER CAP TO LIMIT FLOW STRUCTURE PROJECT L CATION VISTA, CA I _____ ,� OUT OF V2 STORAGE AREA, LID BELOW UNDERDRAIN ——— ——— ——— ———, —— —— FC FLOOD CONTROL WSEL = 18.00" ____ DRAIN DOWN HOLE, d = 4.00

TREATMENT REQUIRED
BIOFILTRATION BASIN DETAIL, BMP 1 *ELEVATION MEASURED FROM BASIN SURFACE VOLUME BASED (CF) FLOW BASED (CFS) i I I I N
N/A 0.6 , , NOT TO SCALE .. ,... .... .... . .. ....
..., .. ,... .... .... . .. ... :, ;
TREATMENT HGL AVAILABLE (FT) N/K �'
.i SPECIFICATIONS: OSPEC SPECIFIC GRAVITY (ASTMD792)R 1.02R(G/CC, MIN.); TENSILE (ASTM T 882j LLOWING PEAK BYPASS REQUIRED (CFS) - IF APPLICABLE OFFLINE `��ID ��- ��- o `o 73 PIPE DATA LE. MATERIAL DIAMETER �n (LB/IN—WIDTH, MIN); ELONGATION AT BREAK (ASTM D882): 380 (%, MIN); MODULUS (ASTM D882):
30 (LB/IN—WIDTH, MIN.); AND TEAR STRENGTH (ASTM D1004): 8 (LB/IN, MIN); SEAM SHEAR INLET PIPE 1 305,45 PVC 12" ■ ■ STRENGTH (ASTM D882) 58.4 (LB/IN, MIN); SEAM PEEL STRENGTH (ASTM D882) 15 (LB/IN, IN).

INLET PIPE 2 N/A N/A N/A jr� - SEE COLORADO LINING INTERNATIONAL PVC 30 ae
OUTLET PIPE 304.58 RCP 18" 1 - - HTTP: //WWW.COLORADOLINING.COM/PRODUCTS/PVC.PDF) OR APPROVED EQUAL.

PRETREATMENT BIOFILTRATION DISCHARGE MDGE �0 I
RIM ELEVATION 314.50 314.50 314.50 NLET PIPE SEE NOTES CAWTER DOWN LINE SEE Np]DRAIN OUTLET PIPE E$ 6- 8�O- 60 SURFACE LOAD PEDESTRIAN PEDESTRIAN PEDESTRIAN CARTRID PLAN VIEW 9'-O- FRAME & COVER 3EA O30" 3EA 36" X 60" 2EA 030" FRAMES AND COVERS SHIPPED LOOSE TO L EFT END VIEW WETLANDMEDIA VOLUME (CY) 11.41 BE GROUTED INTO PLACE BY C0WR4C70R C/- MAIhNOL.E CA HATCH ORIFICE SIZE (DIA. INCHES) 02.58 EA 31199 314.50 I NOTES PRELIMINARY NOT FOR CONSTRUCTION. UPSTREAM BYPASS TO IOP OF RIM BE SET AT JOZ66. RISERS o MALE NATIONAL PIPE THREAD INSTALLATION NOTES �- PVC ADAPTER CAST �1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT MATERIALS AND IN SIDE OF RISER WALL ::::, RISER WALL 01 INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND [> » WITH DRILLED ORIFICE ° a a ° ° M o TLA�� M WS-L-8-24-5 -14 -V-UG °

2. ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO THE INFORA 7m CONTArNED IN THls OOXm&T Is THE SOLE I O I � STORM WATER BIOFIL TRA TION SYSTEM CHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS „�„ r M � PRRERIY of FTHEREO9 AND B USEQ,N1E5 n rs oocuuENT v RESTRICT 0 R CAP DETAIL BMP 1 „s ,�,�'i", .;'mm NOR ANY PART THEREOF, W of USED REPROff OF OR.RV. STANDARD DETAIL AND ACCESSORIES PLEASE CONTACT BIO CLEAN. ,� ,,�s IN ANY MAIJNER WITH OUT THE WRITTEN CONSFM OF fORTERRA. A Fwtwra Cm pam

NOT TO SCALE
K:\Civil 3D\l 154\DWG\SWMP\BMP_TSM.dwg, 5/16/2022 9:45:08 PM 08/23/2022 PH2 Page 58 of 165

P21-0300
BILL of MATERIALS LOADING DISCLAIMER: DESIGN CRITERIA SHEET 110F 11 SHEETS STRUCTURAL DESIGN LOADING CRITERIA STORMTRAP SYSTEM INFORMATION SITE SPECIFIC DESIGN CRITERIA • ALLOWABLE MAX GRADE =311.00 Storm Traps UNIT TYPE DESCRIPTION WEIGHT STORMTRAP IS NOT DESIGNED TO ACCEPT ANY ADDITIONAL LOADINGS FROM NEARBY STRUCTURES NEXT TO OR OVER THE TOP OF ALLOWABLE MIN GRADE = 309.50 ■ ■■■ ■ ■ �■ LIVE LOADING: AASHTO HS-20 HIGHWAY LOADING WATER STORAGE PROV: 16,513.28 CUBIC FEET 1. STORMTRAP UNITS SHALL BE MANUFACTURED AND INSTALLED ACCORDING TO SHOP DRAWINGS APPROVED BY 0 I V-6" SINGLETRAP 0 STORMTRAP. IF ADDITIONAL LOADING CONSIDERATIONS ARE REQUIRED FOR STRUCTURAL DESIGN OF STORMTRAP, PLEASE CONTACT INSIDE HEIGHT ELEVATION =308.30 UNIT HEADROOM: 3'-6" SINGLETRAP
THE INSTALLING CONTRACTOR AND ENGINEER OF RECORD. THE SHOP DRAWINGS SHALL INDICATE SIZE AND sll� � AFD //A=fiWjM4WW1 �3 II 3'-6" SINGLETRAP 15844 STORMTRAP IMMEDIATELY. SYSTEM INVERT =3 ga■nsu 04.80 APDrmPj r mVm7D4

LOCATION OF ROOF OPENINGS AND INLET OUTLET PIPE TYPES, SIZES, INVERT ELEVATIONS AND SIZE OF GROUND WATER TABLE: BELOW INVERT OF SYSTEM � 0 III 3'-6" SINGLETRAP 0 NOTES:

OPENINGS. 1297 VMNEIHAM PARKVAY TREE LOADING DISCLAIMER: 1297 V+rINDI" PARI(V�4Y SOIL BEARING PRESSURE: 3000PSF L� IL 60M6 21 IV 3'-6" SINGLETRAP 14146 1. DIMENSIONING OF STORMTRAP SYSTEM SHOWN BELOW ALLOW FOR A 3/4" ROhEWILL.E, IL 613446 SOIL DENSITY: 120 PCF 2. COVER RANGE: MIN.0.70'MAX. 2.20' CONSULT STORMTRAP FOR ADDITIONAL COVER OPTIONS. P.815--941-4548 /F:331-318-5347 0 VII 3'-6" SINGLETRAP O THE STORMTRAP SYSTEM HAS NOT BEEN DESIGNED TO SUPPORT THE ADDITIONAL WEIGHT OF ANY TREES. FURTHERMORE, THE GAP BETWEEN EACH MODULE. P.g15-w-4549 /F:331-18-a3�47 EQUIVALENT UNSATURATED 3 SPIV 3'-6" SINGLETRAP VARIES ROOTS OF THE TREES MUST BE CONTAINED TO PREVENT FUTURE DAMAGE TO THE STORMTRAP SYSTEM. STORMTRAP ACCEPTS NO 2. ALL DIMENSIONS TO BE VERIFIED IN THE FIELD BY OTHERS.

LATERAL ACTIVE EARTH PRESSURE:35 PSF FT. 3. ALL DIMENSIONS AND SOIL CONDITIONS, INCLUDING BUT NOT LIMITED TO GROUNDWATER AND SOIL BEARING / CAPACITY ARE REQUIRED TO BE VERIFIED IN THE FIELD BY OTHERS PRIOR TO STORMTRAP INSTALLATION. ENGINEER INFORMATION: 0 T2 PANEL 6" THICK PANEL O LIABILITY FOR DAMAGES CAUSED BY TREES OR OTHER VEGETATION PLACE AROUND OR ON TOP OF THE SYSTEM. ENGINEER INFORMATION:

EQUIVALENT SATURATED 5 T4 PANEL 6" THICK PANEL 1988 3. SEE SHEET 3.0 FOR INSTALLATION SPECIFICATIONS.

LATERAL ACTIVE EARTH PRESSURE:80 PSF/FT. (IF WATER TABLE PRESENT) 4. FOR STRUCTURAL CALCULATIONS THE GROUND WATER TABLE IS ASSUMED TO BE BELOW INVERT OF SYSTEM BHA ENGINEERS 0 T7 PANEL 6" THICK PANEL O SEDIMENT/SAND FILTER DISCLAIMER: 4. SP - INDICATES A MODULE WITH MODIFICATIONS. BHA ENGINEERS APPLICABLE CODES:ASTM C057 IF WATER TABLE IS DIFFERENT THAN ASSUMED, CONTACT STORMTRAP. 51 15 A 150 PER ROLL AVENIDA ENCINAS 9 JOINTWRAP ' ACI-318 FOR SYSTEMS CONTAINING SEDIMENT AND SAND FILTER MODULES; IF REQUIRED TO BE SEALED TO PREVENT SAND AND/OR 5. P - INDICATES A MODULE WITH A PANEL ATTACHMENT. 5115 AVENIDA ENCINAS BACKFILL TYPE:SEE SHEET 4.0 FOR BACKFILL OPTIONS 5. SYSTEM DESIGN MAY ALLOW FOR INCIDENTAL LEAKAGE AND WILL NOT BE SUBJECT TO LEAKAGE TESTING. SUITE L 32 JOINTTAPE 14.5' PER ROLL PRE-TREATED WATER FROM MIGRATING INTO ADJOINING MODULES, IT IS THE SOLE RESPONSIBILITY OF THE INSTALLING CONTRACTOR SUITE L CARLSBAD CA 92008 TOTAL PIECES = 47 TO ENSURE THAT THOSE MODULES ARE SEALED. 6. CONTRACTORS RESPONSIBILITY TO ENSURE CONSISTENCY/ACCURACY TO CARLSBAD CA 92008 TOTAL PANELS = 5 FINAL ENGINEER OF RECORD PLAN SET. 760.931.8700 HEAVIEST PICK WEIGHT = 15844 7. IF A WATERTIGHT SOLUTION IS REQUIRED FOR AN OUTLET CONTROL 760.931.8700 STRUCTUREPROJECT INFORMATION: AND BASE 'MODULES, BETWEEN TOPIA D� INCLUDING OF ADJOINING SYMONS°P PROJECT INFORMATION:

WALLS, AND JOINTS BETWEEN MODULE AND ADJACENT END PANELS WILL

BE THE SOLE RESPONSIBILITY OF THE INSTALLING CONTRACTOR TO CAMINO LARGO PROVIDE AND INSTALL THE WATERTIGHT APPLICATION PER THE EOR'S CAMINO LARGO SPECIFICATION.

VISTA, CA VISTA, CA CURRENT ISSUE DATE: CURRENT ISSUE DATE:
3/29/2022 N 3/29/2022 ISSUED FOR: ISSUED FOR:

PRELIMINARY PRELIMINARY 0'-3j" 1'-7"
EV DATE: ISSUED FOR: BY: EV DATE: ISSUED FOR: BYDWN:

ALLOWABLE MAX GRADE =311.00
_ _ _ -_- -_- ALLOWABLE MIN GRADE -309.50 N N N N N SEE SHEET 4.0 _ _ _ _ _ _ _ _ - - - - - - _-- - - - SPIV FOR BACKFILL - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - 2.20' N SPECIFICATIONS - - - - -- - - - - - - - - - - - - - - - - - -

0.70' __ -- - _- _-_--_ _-- II II II II II IV IV IV IVB' HWL =308.30
SPIV
38'-9" II II II II II II II II II 1� 3/29/22 PRELIMINARY KW N 30'-3j" 0 3/29/22 PRELIMINARY KW 3'-6" SINGLETRAP SCALE: II II II II II II II II II SCALE:

I I-III NTS SPIAI IV F NTS III-I I SHEET TITLE: N N N N N IV N N IV SHEET TITLE:
11-1
I-III-I I :. .."•;'�. .• ,� .•�;�.' '.: •; y 1";. .•. ....... ::u ti.? ::•.• .` .• .5. ,� .•�.} } .:: •... SYSTEM INVERT = 304.80 SINGLETRAP _ r" '' ' '�. +..:• f +..:• '="'II OUTLET CONTROL STRUCTURE, SEE NOTE 7 SINGLETRAP DESIGN _ SYSTEM LAYOUT SEE SHEET 2.1 CRITERIA 151'-10�"

FOR DETAILS
1'-O" MIN. OVERHANG
REINFORCED CONCRETE FOUNDATION SHEET NUMBER: SHEET NUMBER:

FOR STORMTRAP SYSTEM - BY OTHERS.
(SEE SHEET 2.1 FOR DETAILS)
3'-6" SINGLETRAP 100 200 OPERATION AND MAINTENACE FOR MODULAR WETLAND SYSTEM (MWS) INSTALLATION NOTES I I 12" HDPE OUTLET.

1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND INCIDENTALS T EVERY INSTALLED MWS-LINEAR UNIT IS TO BE MAINTAINED BY THE SUPPLIER, OR A SUPPLIER APPROVED CONTRACTOR FOR AT � HOPE OUTLET. CONNECT 18 HOPE OUTLET. CONNECT TO UNDERGROUND VAULT. TO UNDERGROUND VAULT. CONNECT TO MODULAR I LEAST THE FIRST YEAR. THE COST OF THIS SERVICE VARIES AMONG OUTSIDE SERVICE PROVIDERS. THE MWS-LINEAR IS A REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND APPURTENANCES IN 12' I I 14' WETLAND SYSTEM MULTI-STAGE SELF-CONTAINED TREATMENT TRAIN FOR STORMWATER TREATMENT. EACH STAGE IS DESIGNED AND INTENDED ACCORDANCE WITH THIS DRAWING AND THE MANUFACTURERS SPECIFICATIONS, B I I B TO PROTECT SUBSEQUENT STAGES FROM CLOGGINGS. STAGES INCLUDE SCREENING, SEPARATION, CARTRIDGE MEDIA UNLESS OTHERWISE STATED IN MANUFACTURERS CONTRACT. \ \ PP FILTRATION, AND BIOFILTRATION. THE BIOFILTRATION STAGE CAN CONTAIN VARIOUS TYPES OF VEGETATION OR PLANTINGS. d
ANNUAL INSPECTION IS REQUIRED TO EVALUATE PLANT HEALTH AND TRIM EXCESS VEGETATION. THE MAINTENANCE 2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER RECOMMENDS A ° ° d ° ° ° ° ° ° d d
d d°
PROCEDURES ARE DESCRIBED BELOW. MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIFIED BY THE PROJECT ENGINEER. a ` d CONTRACTOR IS RESPONSIBLE TO VERIFY PROJECT ENGINEERS RECOMMENDED BASE in in p- irk Lo > ° CLEAN CATCH BASIN FILTER-SCREENING IS PROVIDED BY A CATCH BASIN FILTER. THE FILTER WILL CONTAIN COARSE SEDIMENT, SPECIFICATIONS. C_i N o in N d iv o � in TRASH,AND OTHER FLOATABLES. SEDIMENT CAPACITY IS REACHED AT 2 CUBIC FEET FOR THE CURB STYLE INLET AND 4 CUBIC ° o o d °
FEET FOR THE DROP OR GRATED INLET CONFIGURATION (VARIES WITH SMALLER AND LARGER MODELS). THE FILTER REMOVES 3. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE. (PIPES CANNOT d d GROSS SOLIDS, INCLUDING LITTER,AND SEDIMENT GREATER THAN 200 MICRONS. THE CLEANING PROCEDURE IS EASILY DONE BY INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE MUST BE FLUSH WITH DISCHARGE LO d ° d d ° d d ° ° 12" HDPE OUTLET. in ° ° d d ° ° °° d HAND OR WITH A SMALL INDUSTRIAL VACUUM DEVICE. THIS FILTER IS LOCATED DIRECTLY UNDER THE MANHOLE COVER OR CHAMBER FLOOR. ALL GAPS AROUND PIPES SHALL BE SEALED WATER TIGHT WITH A A CONNECT TO MOD. A , d TYPE B CURB INLET 2
CRATE FOR EASY ACCESS. NON-SHRINK GROUT PER MANUFACTURERS STANDARD CONNECTION DETAIL AND N N SHALL MEET OR EXCEED REGIONAL PIPE CONNECTION STANDARDS. Lo W/ BYPASS WEIR FOR 04

1. CLEAN PRE-TREATMENT CHAMBER - SEPARATION OCCURS IN THE PRE-TREATMENT CHAMBER'S SETTLING AREA LOCATED N 4 CAMINO LARGO N ° DIRECTLY UNDER THE CURB OR GRATED INLET. THIS CHAMBER HAS A CAPACITY OF APPROXIMATELY 21 CUBIC FEET FOR 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING PIPES. I °
°
°d ° d
TRASH, DEBRIS, AND SEDIMENTS FOR MOST MODEL SIZES (VARIES WITH SMALLER AND LARGER MODELS). THE CHAMBER ° ° d ° °

5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS, MANHOLES, AND _j T I :�:

CURB LINE
TARGET TOTAL SUSPENDED SOLIDS AND PARTICULATE METALS AND NUTRIENTS. CLEANING THE SETTLING AREA CAN BE HATCHED. CONTRACTOR TO GROUT ALL MANHOLES AND HATCHES TO MATCH EDGE OF GUTTER 12" HDPE INLET.

PERFORMED WITH A STANDARD VACUUM TRUCK OR HAND HELD INDUSTRIAL SHOP VACUUM. THIS CHAMBER IS LOCATED FINISHED SURFACE UNLESS SPECIFIED OTHERWISE. B CURB FACE CONNECT TO MOD.

DIRECTLY UNDER THE MANHOLE OR GRATE ACCESS COVER FOR EASY ACCESS INTO THE CHAMBER. TYPE B CURB INLET 13' CURB OPENING

6. DRIP OR SPRAY IRRIGATION REQUIRED ON ALL UNITS WITH VEGETATION. 11' CURB OPENING 0- 1 2. REPLACE PRE-FILTER CARTRIDGE MEDIA (BIOMEDIAGREENTM) - INITIAL FILTRATION IS PROVIDED BY A HORIZONTAL FLOW W/ BYPASS WEIR FOR CARTRIDGE FILTER UTILIZING BIOMEDIAGREEN MEDIA. MEDIA LIFE DEPENDS ON LOCAL SEDIMENT LOADING CONDITIONS GENERAL NOTES PLAN VIEW DRIVEWAY "H" AND CAN EASILY BE REPLACED AND DISPOSED OF WITHOUT ANY EQUIPMENT. THE BIOMEDIAGREEN MEDIA IS HELD 11' CURB OPENING 5' 13' CURB OPENING 5' WITHIN THE MEDIA CARTRIDGE PRE-FILTERS THAT ARE HOUSED IN THE PRE-TREATMENT CHAMBER. ENTRY INTO THE 1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. TOP OF 8" TOP OF 8" PRE-TREATMENT CHAMBER IS REQUIRED TO REPLACE THE BIOMEDIAGREEN MEDIA. THE LID OF THE MEDIA CARTRIDGE CURB CURB PRE-FILTER IS REMOVED BY LOOSENING TWO BOLTS. ONCE REMOVED MAINTENANCE PERSONNEL HAVE UNIMPEDED 2. ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO ° ° ACCESS TO EACH MEDIA CAGE HOUSING THE BIOMEDIAGREEN WHICH CAN BE QUICKLY REMOVED BY HAND OR WITH A CHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS,WEIGHTS d ° d ° ° 9 ° d - d d° ° d ° ° VACUUM TRUCK. ONCE OLD BIOMEDIAGREEN IS REMOVED NEW MATERIAL, PROVIDED IS PRE-WEIGHED BAGS, IS AND ACCESSORIES PLEASE CONTACT MANUFACTURER. ° m 0.5' o ° oL_ DROPPED INTO THE MEDIA CAGE HOUSINGS. ONCE COMPLETED,THE CARTRIDGE LID IS REPLACED AND BOLTS TIGHTENED TYP. d ON THE LID OF THE MEDIA CARTRIDGE PRE-FILTER. 4' 4' TOP OF WEIR 0.5'

3. REPLACE DRAIN DOWN FILTER MEDIA(BIOMEDIAGREENT"') -AN OPTIONAL DRAIN DOWN FILTER, SIMILAR IN FUNCTION TO TYP. 2' 2' w 0.5' 2' 2' w THE MEDIA CARTRIDGE PRE-FILTER IS LOCATED IN THE DISCHARGE CHAMBER. THIS FILTER ALLOWS ANY STANDING d a ° ° ° I_ ° d d ° ° ? a ° ° ° d d TYP. a WATER FROM THE PRE-TREATMENT CHAMBER TO DRAIN FROM UNDER THE PERVIOUS PAVERS THROUGH THE SMALL ° ° ° ° d i°° ° d ° ° ° ° °c� c� FILTRATION CARTRIDGE LOCATED IN THE DISCHARGE CHAMBER. THE DRAIN DOWN DEVICE ADDRESSES ANY VECTOR ° ° ° ° ° ° J ° d, d a ° d ° ° ° J N ° N N
ISSUES, BY ELIMINATING ALL STANDING WATER WITHIN THE MWS-LINEAR. REPLACEMENT OF MEDIA CAN BE PERFORMED ° ° d ° ° d ° °° °4 d°° ° ° d N 3 L` , d ° ° ° ° ° °� ° ° d°° ° ° d N 3 0.5' BY HAND. ° ° ° ° ° ° ° °° °� � a °° °a d ° ° ° a ° ° ° ° ° n TYP.
d d ° ° a
° d $ ° d ° d° ° ° d d ° ° ° d °d ° dO d ° ° a d d °

4. TRIM VEGETATION -THE MWS-LINEAR UTILIZES MULTIPLE PLANTS IN THE WETLAND CHAMBER TO ENHANCE POLLUTANT REMOVAL. THE VEGETATION WILL NEED TO BE MAINTAINED (TRIMMED) AS NEEDED AND IS DONE AS PART OF REGULAR 305.45 IE 305.45 IE 305.45 IE 305.45 IE 305.45 IE 305.45 IE 305.45 IE SITE LANDSCAPING OR SYSTEM MAINTENANCE. MODULAR WETLAND SYSTEMS, INC. RECOMMENDS THAT THE PLANTINGS 18" OUTLET 12" OUTLET 18" OUTLET 12" OUTLET 12" INLET 18" OUTLET 12" OUTLET ARE NEVER GIVEN ANY FERTILIZER TO PROMOTE PLANT GROWTH OR HEALTH. SECTIONA A SECTIONB-B SECTIONB-B

5. EVALUATE FLOW HYDRAULIC CONDUCTIVITY - THE SYSTEM'S FLOW CHARACTERISTICS CAN BE ASSESSED FROM THE DISCHARGE CHAMBER. THIS INSPECTION FOR ADEQUATE FLOW CAPACITY SHOULD BE DONE DURING A RAIN EVENT. BY MODIFIED TYPE B CURB INLET WITH BYPASS WEIR INSPECTION AND VIEWING THE DISCHARGE CHAMBER, THE FLOW OUT OF THE SYSTEM CAN BE EASILY OBSERVED OR MODIFIED TYPE B CURB INLET WITH BYPASS WEIR MEASURE. IF FLOW OUT OF THE ORIFICE IS TOO LOW, IT COULD INDICATE MEDIA CARTRIDGE PRE-FILTER FOULING AND MAINTENANCE MAY NEED TO BE PROVIDED TO THE BIOMEDIAGREEN AS DESCRIBED ABOVE. DRIVEWAY 'H"

NOT TO SCALE

6. WETLANDMEDIA MAINTENANCE - BIOFILTRATION IS PROVIDED BY AN ADVANCED HORIZONTAL FLOW VEGETATED NOTE:MODIFIED CURB INLETS WITH BYPASS WETLAND CHAMBER. THIS BIOFILTRATION CONTAINS A MIX OF SORPTIVE MEDIA, KNOWN AS WETLANDMEDIA, WHICH IS WEIR ARE HYDRAULICALLY CONNECTED DESIGNED TO SUPPORTS ABUNDANT PLANT AND BIOLOGICAL LIFE. THE LIFE OF THIS MEDIA CAN BE UP TO 20 YEARS TO THE MODULAR WETLAND SYSTEM.

WHEN PROPERLY MAINTAINED. THE PERIPHERAL VOID AREA SURROUNDING THE PERIMETER OF THE WETLANDMEDIA REVISIONS CAN BE ACCESSED TO REMOVE ANY SURFACE CLOGGING. THE VERTICAL RISERS IN THE MIDDLE OF THE WETLANDMEDIA inc.

No. Description Approved by Date
CAN ALSO BE ACCESSED AND WATER INJECTED TO BACKWASH THE WETLANDMEDIA. THESE FEATURES ALLOW FULL FLOW bhA, CAPACITY CANNOT BE RESTORED BY THESE STEPS,THE WETLANDMEDIA CAN BE REPLACED. hand p�aWnhg, dA sngohsedng, suryeyhg

7. WETLANDMEDIA REPLACEMENT - REMOVAL OF SPENT WETLANDMEDIA CAN BE DONE WITH A SHOVEL NOSE OF ANY 5115 AVENIDA ENCINAS VACUUM TRUCK. REPLACEMENT OF THE WETLANDMEDIA, ALTHOUGH NOT ANTICIPATED FOR 20 YEARS, IS DONE BY SUITE "L" ADDING NEW WETLANDMEDIA FROM A NUMBER OF VENDOR SUPPLIED SUPERSACS AND ADDED TO FILL THE WETLAND CARLSBAD, CA. 92008-4387 CHAMBER TO RECOMMENDED LEVELS. (760) 931-8700 K:\Civil 3D\1154\DWG\SWMP\BMP_TSM.dwg, 5/16/2022 9:45:43 PM 08/23/2022 PH2 Page 59 of 165

SITE DEVELOPMENT PLAN P21 -0300 SHEET 1 OF 3 SHEETS
CAMINO LARGO OWNER.

LEGEND:

EXISTING FIRE HYDRANT KYUN TA KIM

FRANK SOHAEI, TRUSTEE OF THE FALOR FAMILY TRUST

EXISTING SD
CARLSBAD, CA. 92008
(s) (s) (s) (s) «) (s) EXISTING SEWER (760) 420-1267
(W) (W) (W) (W) (W) (W) EXISTING WA TER LINE EXISTING EASEMENT = DEVELOPER.

CALIFORNIA WEST COMMUNITIES
aoo EXISTING CONTOURS = - - --___' ''� �,, I �'��`. (E) (E) (E) (E) (E) (E) EXISTING ELECTRIC LINE _ _--�_,_ - �C- _ _ _ _ _ ���l 5927 BAD,PRIESTLY DRIVE, SUITE 110 - -. � �, �,�� -_ ___ - - --- AD6 CA 768 92008 (T) (T) (T) (T) (T) (T) EXISTING OVERHEAD TELEPHONE LINE -- ___-- -._ ---- -= --- •----- �'-- _ 760-918- CARLSB
_ --- -EXISTING OVERHEAD ELECTRIC LINE o p�-- O - / _, _ rs% a• L ���. ��`a\. ) :. _ o -(OH) (OH) (OH) (OH) (OH) (OH)- -----= - �� � -\- � \ ---��----- , �• \�, � PRI LOT ENGINEER O • x G F WORK.
-(FO) (FO) (FO) (Fo) (FO) (Fo)- EXISTING FIBER OPTIC LINE ,. ,, . --- -----_ 2g�., -iF- � '.;, .• ,. F y� 11 1� 1 0
- - - - SUBDIVISION BOUNDARY w �• ��f _ / ft 3S i e'�. I �� '' 159 0bhAinc. -0,6
PROPOSED PROPERTY LINE X �, .` - " �'�� �� - Dand p�annhgo dvH enghssrhgo sarveyhg SUBDI VISI D; -%3'X _ -� \�x
PROPOSED STREET EASEMENT S G�s� �`�.-._ :ri���::' �, / �-� ��` \ •,r � __ � CARLSBAD, CA. 92008-4387 % V "� ~.�16 - - --- s - _-O ( (760) 931-8700 PROPOSED FIRE HYDRANT - ' - s s s s s s PROPOSED SEWER - _ �� \�� % ' ���� n'' ,�� � / �, - - - ---- w. , : - --
�'r. w \
S PROPOSED SEWER LATERAL APN e / - :.� (�,y. -, t- :: / " ®• =32 •u'' 4 ' �a5 ; - -- - -- LEGAL DESCRIPTION.' 17 ��
_ s s s ---C)- s s s - PROPOSED SEWER MANHOLE : : �� \ '� ,� �� '. \ ��;;° "' - / =- - f- '� \ , A` r 1 rm"'. �'; - / / /%' I THAT PORT/ON OF THE EAST 1/2 OF SECT/ON 12, TOWNSHIP 11 PROPOSED DETENTION AREA SOUTH RANGE 4 WEST SAN BERNARD/NO MERIDIAN, BEING WITHIN ", THE COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA. 9 PROPOSED LOT NUMBER �' `� / �, ��� q y' �` /' ' �O 500 PAD \t.�., -�"� °"� 10,000 SF PROPOSED PAD ELEVA T/ON \�, A ,+ \��� � �� 5''�X- APN' °") LA AREA:
�� 159-240-31
PROP FILL SLOPE ��, ��"� �o i -------- 9.3 ACRES GROSS ---- ------------------ ---------
(2: 1 MAX)
- � � �• v ,°"� PROJECT DESCRIPTION:

PROP CUT SLOPE \ �\ ��J i � , �, � �•\ - i, � / �__--------------- ---- (2: 1 MAX) y\ \\ �,,,/ �, + l� -___ _-__ PROPOSED 46 DWELLING UNIT PROJECT y y
\V \V \V \V PROPOSED DAY LITE APN i`" '� \ �' RETAINING WALL a GENERAL PLAN:

W W W W W W PROPOSED WATER LINE \ „ " �S' I I 0 c�N� \ \ I EX/STING GENERAL PLAN: RR RURAL RESIDENTIAL 1 DU/AC (CITY OF VISTA) 80o PROPOSED CONTOURS APN 5-/ ��\� I "� / °� �3 PROPOSED GENERAL PLAN. MEDIUM DENSITY RESIDENTIAL 10 DU/AC (CITY OF VISTA) F 159-240-21 - C PROPOSED CUT / FILL LINE 20' MINI .

PROPOSED CONCRETE SWALE � v -� ' PROPOSED USE. \� J 10" I SIGNAL FAMILY RESIDENTIAL PROPOSED STREET LIGHT FL' a a PROPOSED RETAINING WALL \\ J',' 4 \� \ , I C 10' a 3 o y SOURCE OF TOPOGRAPHY.- PROPOSED CURB & GUTIER �` , ` E;-� o ;�" I 3 H �l AERIAL TOPOGRAPHY SUPPLIED BY- ANALYTICAL PHOTOGRAMMENTR/C SURVEYS, INC., - - - - ------ PROPOSED STORM DRAIN = �{; `�- • �- -, -=-�-�=�----- _ _ I W ° 647 MAIN STREET, SUITE 1 A, RIVERSIDE CA. 92501, PROPOSED CATCH BASIN � £ � U " AS JOB# 03-134, FLOWN ON 9-08-2003.

Ln
PROPOSED FIRE HYDRANT_ \ L PROPER T Y ADDRESS:
w w w PER V.I.D. STANDARDS \, \\\ \` 100' 50' 0 100 200 300 ' _ _ _ _ _ _ _ I NORTH SANTA FE. / CAMINO LARGO SCALE: 1" = 100' - � I � s
RETAINING WALL I DENSITY.'
TYPICAL LOT DETAIL 5 DU/AC (PROPOSED)
SITE NOT TO SCALE PUBLICAGENCIES:
o SUBDIVISION FIRE: CITY OF VISTA

BOUNDARY
SCHOOLS.• VISTA UNIFIED SCHOOL DISTRICT
W EXISTING SEWER: CITY OF VISTA FUTURE PROPOSED WATER. VISTA IRRIGATION DISTRICT

PORTION OF EXISTING RW TO
z RW 100 RW BE VACATED AND SEWER EXISTING 56' PRIVATE ROAD & UTILITY EASEMENT GAS. SDG&E EXISTING CENTERLINE PER RELOCATED TO RW ELECTRIC. SDG&E RW VARIES CL DWG. NO. J813 8' PROPOSED 40' PRI VA TE ROAD & UTILITY EASEMENT 8' PORTION OF ESMT 4 EXIST SEWER EASEMENT SHEET INDEX.' 50' 50'
10 32 8 8 32 1 D TO BE QUITCLAIMED PROPOSED LOT LINE TO VISTA & WATER PORTION OF ESMT 1 TITLE SHEET IN LIEU FEE TO BE PAID VARIES 1 19' TO TO OCEANSIDE TO BE QUITCLAIMED 2 SITE DEVELOPMENT PLAN FOR CENTER MEDIAN 2% 2' PROPOSED PUBLIC 1' 28' MIN. - VARIES (29'-36) 3 SITE DEVELOPMENT PLAN 2•7 2q 4% 4� �- 2 J UTILITY EASEMENT \ 5' 5' 14' VARIES (15'-22') �- AC PAVEMENT OVER ZONING:
2 PROPOSED 5' SIDEWALK CLASS 2 BASE EXISTING PER SDRSD G-7 2% - - q \ 2q FENCE EX/STING ZONING. A-1 SINGLE FIMIL Y RESIDENTIAL/1 AC MIN. A-1 ZONE 2 5' SIDEWALK PER 6" CURB PER EXISTING 2: 1 PROPOSED ZONING. R-1-B (SMALL LOT DEVELOPMENT) SDRSD G-7 (FUTURE) SDRSD G-1 PA VEMEN T PROPOSED 6" CURB MAX. (FUTURE) PER SDRSD G-1 - - - - - 5" AC OVER 8" CLASS 2 BASE MIN. PER CITY OF VISTA 5' SIDEWALK PER 4 8 EXISTING GROUND 7; STANDARD. IMPROVE TO CL AS RECOMMENDED PER SOILS SDRSD G-7
ENGINEER AND AS APPROVED BY THE CITY OF VISTA. 6" CURB & GUTTER NOR TH SANTA FE Tl 8.5 PER SDRSD G-2 � PORTION OF EXISTING PAVEMENT TO BE ANALYZED -
(ULT/MATE IMPROVEMENT) PROPOSED PUBLIC SHALL MEET STRUCTURAL SECTION REQUIREMENTS (PUBLIC) 8" WATERLINE EXISTING 12" SEWER 4" AC OVER 8" CLASS 2 BASE MIN. PER SOILS ENGINEER LOCATIONMAP EASEMENTS NOT TO SCALE (VID) (VISTA) EXISTING 42" WATERLINE AND AS APPROVED BY THE CITY OF VISTA.

NO SCALE
Q AN EASEMENT FOR PUBLIC ROAD PURPOSES TO THE COUNTY OF SAN DIEGO, OCEANSIDE CAMINO LARGO A]. ] RECORDED: DECEMBER 6, 1926, IN BOOK 1251, PAGE 469 OF DEEDS. (PRI VA TE - NO PARKING) Q AN EASEMENT FOR PUBLIC ROAD PURPOSES TO THE COUNTY OF SAN DIEGO, 60' PUBLIC UTILITY EASEMENT NOT TO SCALE RECORDED: DECEMBER 6, 1926, IN BOOK 1301, PAGE 119 OF DEEDS. CITY OF VISTA - PROJECT INFORMA TION TABLE 3 AN EASEMENT FOR POLE LINES & UNDERGROUND CONDUITS TO SAN DIEGO CONSOLIDATED GAS R/W 50' PRIVATE STREET EASEMENT R/W SITE DEVELOPMENT PLAN & ELECTRIC CO., RECORDED: SEPTEMBER 3, 1930 , IN BOOK 1814, PAGE 157 OF DEEDS.

LANDSCAPE LANDSCAPE DEVELOPER: CALIFORNIA WEST COMMUNIT/ES PHONE. 760 918-6768 `�/�✓i� PARKWAY PARKWAY ADDRESS 5927 PRIESTLY DRIVE, SUITE 110, CARLSBAD, CA 92008 ® AN EASEMENT FOR POLE LINES & UNDERGROUND CONDUITS TO SAN DIEGO CONSOLIDATED GAS & ELECTRIC 6 40 CURB TO CURB 6 SIGNATURE CONSTITUTE THAT ALL PLANS, SPECIFICATIONS, GUARANTEES, c AND OTHER REQUIREMENTS NECESSARY FOR ISSUANCE OF A BUILDING ENGINEER: BHA INC. PHONE: 760-931-8700 CO., RECORDED: MARCH 6, 1953 , IN BOOK 4774, PAGE 1 OF OFFICIAL RECORDS. (NON-PLOTTABLE) 5' 5' 20' 20' 5' 5' PERMIT/PLOT PLAN HAVE BEEN COMPLETED AND APPROVED BY THE ADDRESS: 5115 AVENIDA ENCINAS SUITE 1", CARLSBAD CA. 92008-4387 v�,.��• , Ll
05 A 56 FOOT WIDE GRANT OF RECIPROCAL EASEMENT TO LINDAGREEN LLC, & KYUN TAE KIM, FRANK APPROPRIATE DEPARTMENT TYPE: RESIDENTIAL = 51 SOHAEI, TRUSTEE OF THE FALOR FAMILY TRUST, RECORDED: JUL Y 8, 2013, AS F/P # 2013-0426168 ZONE. R-1-B ASSESSORS PARCEL NO 159-240-07 OpM��p J;�JiVr, J OF OFFICIAL RECORDS. 2� SITE DATA DWELLING UNITS OPEN SPACE DATA z IAR » 2: 1 2 <2�A 20.00 FOOT EASEMENT FOR PIPELINE PURPOSES TO THE CITY OF V/STA, RECORDED: 2% 29 PLANNING DEPARTMENT DA TE AREA SQ. FT COVERAGE % PLAN 1 9 COMMON PRI VA TE zJUNE 26, 1986, AS F/P # 86-260189 OF O.R. MAX. . LOT- NIA NIA PLAN 2 18 NIA NIA BUILDING: NIA PLAN 3 19
A 20.00 FOOT EASEMENT FOR WATERL/NE PURPOSES TO THE CITY OF OCEANSIDE, 5' SIDEWALK PER 5' SIDEWALK PER ENGINEERING DEPARTMENT DATE PARKING: NIA �" AC PA VEMENT OVER J RECORDED: NO VEMBER 14, 1990, AS F/P # 90-615897 OF D.R. SDRSD G-7 CLASS 2 BASE SDRSD G-7 LOADING: NIA TAYLOR ST. ® A 20.00 FOOT WIDE PRIVATE ROAD EASEMENT TO GREGORY REVOCABLE TRUST DATED MAY 21, 2003 PER 6" CURB & GUTTER 6" CURB & GUTTER LANDSCAPE: N A TOTAL UNITS 46 DOC. NO. 2018-0166997, REC. 4-26-2018(APN 159-240-14), JACOBS FAMILY TRUST DATED APR/L 23, PER SDRSD G-2 pR OPOSED PRI VA TE STREETS PER SDRSD G-2 FIRE DEPARTMENT DA TE PARKING ORD. REQ. N/A DRI VEWA Y SETBACK 2010 PER DOC. NO. 2010-0205254, REC. 4-26-2010(APN 159-240-05), R/CHARD WENDRUCK PER DOC. I (SIZE & SLOPE) VICINITY MAP NO. 2017-0426408, REC. 9-18-2017(APN 159-240-06) & WINONA CHALISON PER DOC. NO. (PRI VA TE) GARAGE NIA LOADING NIA RV ONE WAY FRONT L SIDE 5' NO SCALE 2018-0411102, REC. 10-03-2018(APN 159-240-13). NOT TO SCALE PUBLIC WORKS DEPARTMENT DATE COVERED NIA HAND/CAP N A STORAGE TWO WAY ALL HOUSE 10, R SIDE 5' OPEN N 1A TOTAL N A SPACES NIA SLOPE 27. GARAGE 20' REAR 10' K:\Civil 3D\1154\DWG\SDP\1154-SDP 01.dwg, 8/11/2022 9:02:20 AM 08/23/2022 PH2 Page 60 of 165

sl VELOPMENTPLAN P21 -0300 r7�� CAMINO LARGO SHEE T 2 OF 3 SHEE TS 30' 15' 0' 30' 60' 90'
» e
SCALE: 1 = 30 - -\\--------_,,- --; APN
159-240-01
y I I APN
59-240-16 \ B I/l BO N A Y 5
k
EXISTI Sr/NG
\ '� FA A
k A I I U EAS MEN LOT • a ; . `1 ; \ ; J 15 2 —28 o \ ro OG& PL 3
P OP0 D 5 h 10 P XISTING ------ I RAJ DRA/ GE A S 347.9 /�y EAR T 0 R - \ '
\ `\ PL 3 a o
\\ AD 3 .5 P 4.5 3 7 �`\ `
\\ \ \ 1 \ \\ `\ \ c • 5 n a ° 5 ,ST. 8' R PER VG. \ '1` . \ `\ O 4 I L T ` a ° a LO ; NOf 979 — MA TAl \ \ �` �\\• \ \ P ' ` �\ 10 \ Ml EAR \ O AD 3 C AD 2 P 1 ` Ok OF S Z�
0 E \ 1 \\ w 2 \\\

EASEMENT
OF SAN DIE PER BK 51 FT `\ y 20 0 P. RC. \ p' a 5 5 \\\ a . . \ a 1 5 a , 5' p I K 13 P. 119 a a. 40 ' I REC.' 12 611926 \ � \� \ \\ \\ 1 1�t a �, a -L T J T ` \
w
S \ P `M `�AD\328.'2 P 3 .1 .1 , ,
iPER D 1 1 A \ `\ 2\ \ /—r — 11 \1 I
1 1 1 -
l I F v I el \ j/ t�Z=9 OTY \ 11 1 SJ \ w 6 2 `\ `\ ,,PLAIV'2, 1 P �� 1
ROAD �U VEY I '
� w 331.1
/\ � ° 1 ►� \ 12.7 �� \ Vj ,, w V 323.

NO. 39 1
9-21
• 1 O
° I I �, •� 0.' 9 T w
w. PAD,318.2
I 5 5 , , ICs
EXIST. 10 WA TE IN I N \ DWG I '5 - \�
0 ° 5• - LOT 26 5
I \ d LO ,a o 35, — , In I .a — —
\`\ 3211 1p,
w PA�313�
' --- �. - _ PAD 7. a, �' - c�1\O w p KwIl
W - `\ - $ \ s L R=600' PER \ - V£ - '� -- -- — — a — — ° °
°
N _
---------- 0 �\ W _ _ ---_-- ---o- --- CS (S) (S) CS) O CS) (S) S) MIND E) X
W ---- --- --_ -- — _----- _ --- — -- — --- — ---- _----- ----� �_— — --_--- — -- ---_———— —_--- —_-- ---_------_---------------_ ——— --+ \ 0 0 00
EXIS NG 12 EWER X/ST/N 20 WIDE PUBLIC PROPOSE PRl EXIST. — --- ------- EWER ASEMEN7. 0 WSTA, __ ___
OF I/M X 42 EX/ST/N PER CITY OF ISTA RL/ E EASEM T TO S PUBLI U ---- ____ TERL R C/TY AL D G. NO. 1934 _-_---- il OCE NS E AND 20' DE - ^ PR SED 3— " PVC I CE WG. PR/VATS ROAD ---;�-------- �_ \ —15 7SEM T PRI TE ROAD EASEMENT TO 1 = ;-=----do- --- 1 `, \\ ' PRIVA UTL T PIPES OVER \ -- ________-- ----- __ TO BE QUITCLAIMED AP 15 —240-05, 06, 13 & 14 --- :
--- ---- bPO�Sv) PRI\VAlt\ , „ 12 SEWER & 2 WATER J APN ---------- PR
------------ -S7bf?M\`D�A�lV�, `, „ I'I I 9-240-33 — 1'', '" -----------_-- ----- ---------- CLE�I\NQU�,``\ \` \'1 "3\ PROPOSED 15 N— 40' PRIVATE ROAD - -,' ------------- -_-_ - SEMEkT
\
ROPOSED 18" X/S P VATS
P \`\ G - \ \` \` RCP\� L'k TO IST. ARCH - ' �` 90 LI A A2.2 Ov%c/S ��\LUG /

TREVISIONS
—8 EXIST. "-k' _
' i I `\\ \ \\ ` O No. Description Approved by Date 5'-5" ARCH PIPS; I ; I I ; `\\� ` \`\
PER DWG. NO. 1' 18 I I `\ ", I r\\\\ \ \\ bhxinc.

I I mac- I I�_ / I \ \ \ \ / ill "J h� I / �C"'H\ \ \\ \ \ \mil , : -------- - g, ig ig, Y I � � / \\ \ \\ � --------------- �Q�1� ���1�10�1 C���//�� ®f� 0�®®P0�1 �Mf�9® hg Q \ \\ II it I "I'I;I X/Sr/N0'\ \\\ \\\\\\\ \\ OH OH � )� ) -------- -- --- p \
\ 5115 AVENIDA ENCINAS R W 0 ( 0 ------ SUITE L TE DE
\ U iii iii i I / 0H / rr >r I I �IIIIII,I / \;:\\\`•`\ / / _ (O 0 (OH) (OH) �QN1 ----* _-- AR�BAD CA. 92008-4387 760 931-8700
08/23/2022 PH2 Page 61 of 165

SITE DEVELOPMENT PLAN P21 -0300 CAMINO LARGO SHEE T 3 OF 3 SHEE TS A \
159 40-02 1 '
-- I

SUBDIVISION
- --_ / BOUNDARY \ \ _
------ -- -- ---- - - - 77' S \ 01 -- 3�= , LOT
pLAI
PAD
�4.5 13 & 14
l7hsc� gyred Area
mac ' l�� �,
11'1 1 11 I I I I j j i
—/ , IIII11111 ( IIII I I I , /
Ix'\
-----------------
ice\ i/
,PffOPOSED -- �,
%PRIVA-T€,S TREE T
& PUBLI6 UTILITY

EASEMENT'SAID

G EASEMENT TO BE

RANTED TO APN
1 9-240-05,06,13&14
A3.3

REVISIONS
No. Description Approved by Date
30' 15' 0' 30' 60' 90' � I��'
hand p�annhg, dA sngheeing, sur veyhg
SCALE: 1" = 30' 5115 AVENIDA ENCINAS
SUITE "L"
CARLSBAD, CA. 92008-4387
(760) 931-8700
08/23/2022 PH2 Page 62 of 165

HOME OWNER SLOPES, HOA AREAS AND STREET TREES MINIMUM PLANTING REQUIREMENTS TREES SLOPES (AREAS WITH GRADES 4:1 OR STEEPER):

STREET TREES SHALL BE 24"BOX MINIMUM ALL OTHER TREES SHALL BE 15 GALLON MINIMUM SLOPES UP TO EIGHT FEET IN HEIGHT SHALL CONTAIN THE FOLLOWING QUANTITY MAINTENANCE RESPONSIBILITIES "I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND BOTANICAL NAME COMMON NAME WULCOLS OF LANDSCAPING: HOA MAINTAINED IRRIGATION PLANS CONTAINED IN THE CITY OF VISTA'S LANDSCAPE RHUS LANCEA AFRICAN SUMAC LOW 1. ONE 15 GALLON TREE PER 500 SQUARE FEET MANUAL AND WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE • ARBUTUS UNEDO'MARINA' STRAWBERRY TREE LOW 2. ONE 1 GALLON SHRUB PER 100 SQUARE FEET AND ONE 5 GALLON SHRUB PER HOMEOWNER MAINTAINED PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE QUERCUS AGRIFOLIA COAST LIVE OAK LOW 200 SQUARE FEET LANDSCAPE MANUAL AND AGREE TO COMPLY WITH ALL REQUIREMENTS LOPHOSTEMON CONFERTUS BRISBANE BOX MEDIUM 3. GROUNDCOVER SHALL BE PLANTED FROM LINERS OR FLATS AT 12 INCHES HOA MAINTAINED BASIN WHEN SUBMIT ING CONSTRUCTION DOCUMENTS. I CERTIFY THAT THE PLAN o ON-CENTER OR 1 GALLONS AT 18" O.C. IMPLEMENT OS GULATIONS TO PROVIDE EFFICIENT USE OF WATER." JACARANDA MIMOSIFOLIA JACARANDA MEDIUM 4. INSTALL REINFORCED STRAW MATS (SC 150 MANUFACTURED BY NORTH AMERICAN GREEN 1-800-473-1965 OR CITY APPROVED EQUAL) TO ALL SLOPE LAGERSTROEMIA INDICA CRAPE MYRTLE MEDIUM AREAS INCLUDING BIO-BASIN SIDES. 12-6-21 ARK LL 44 5 DATE

HOME OWNER SLOPES AND HOA LANDCAPE AREAS
SHRUBS SLOPES GREATER THAN EIGHT FEET IN HEIGHT SHALL CONTAIN THE BOTANICAL NAME COMMON NAME SPACING WULCOLS FOLLOWING QUANTITY OF LANDSCAPING:

AGAVE SP. AGAVE 24" O.C. LOW I. ONE 15 GALLON TREE PER 500 SQUARE FEET AND ONE 5 GALLON TREE PER PICNIC TABLE ++ BOUGAINVILLEA'LA JOLLA' BOUGAINVILLEA 48" O.C. LOW 1,000 SQUARE FEET '#'A � LANTANA SP. LANTANA 36" O.C. LOW /

2. ONE 1 GALLON SHRUB PER 100 SQUARE FEET AND ONE 5 GALLON SHRUB PER ALOE SP. ALOE 24" O.C. LOW 200 SQUARE FEET CISTUS'SUNSET' ROCKROSE 30" O.C. LOW ' + + DIETES BICOLOR FORTNIGHT LILY 30" O.C. LOW

3. GROUNDCOVER SHALL BE PLANTED FROM LINERS OR FLATS AT 12 INCHES -- ------------
+ FESTUCA MAIREI MAIRE'S FESCUE 30" O.C. LOW ON-CENTER OR 1 GALLON AT 18" O.C. ----------- + + SALVIA'SANTA BARBARA' SAGE 30" O.C. LOW --

4. INSTALL REINFORCED STRAW MATS (SC 150 MANUFACTURED BY NORT BOUTELAUA GRACILIS. BLONDE AMBITION 24" O.C. LOW ++++++ + +++ + ++ + AMERICAN GREEN 1-800-473-1965 OR CITY APPROVED EQUAL) +++++ + ++ + ----- -_ ACACIA SP. ACACIA 8'O.C. LOW CALLISTEMON'LITTLE JOHN' BOTTLEBRUSH 36" O.C. LOW ++++
CISTUS SALVIIFOLIUS ROCKROSE 36" O.C. LOW :♦ ++ + ++++++:"+ + + ' \\ RHAPHIOLEPIS SP. INDIAN HAWTHORN 42" O.C. LOW ♦ '♦♦ +,+++`+'++,+ +++;++++; + +++ + + LpT 46 ♦ ++ + +++ + ++ +' a ARBUTUS UNEDO'COMPACTA' DWARF STRAWBERRY 42" O.C. LOW -----♦.♦♦ +++ '+� + + + '+ . ` s - °- ` .� ' HETEROMELES ARBUTIFOLIA TOYON 6'O.C. LOW .N
LAVATERA SP. TREE MALLOW 5'O.C. LOW .♦♦ 10 ♦ + ++ + + ++ + +
GROUNDCOVER (1 GALLON(18" O.C.),FLATS AND/OR LINERS (12" O.C.)) 39 Lp + L
O ' + L0T 45
BOTANICAL NAME COMMON NAME WULCOLS ; + + ACACIA REDOLENS'DESERT CARPET' ACACIA LOW + BACCHARIS PILULARIS 'PIGEON POINT' COYOTE BUSH LOW COTONEASTER CONGESTUS COTONEASTER LOW - ♦♦'� ull + \ I\ ' , I I ; FESTUCA GLAUCA BLUE FESCUE LOW ♦� ``o LANTANA SP. LANTANA LOW T ++ MYOPORUM PARVIFOLIUM MYOPORUM LOW // ♦♦�J _ LO ++ 1� \ o� D, + + ROSM ORINUS OFF.PROSTRATUS TRAILING ROSEMARY LLOWOW /♦ �"a ++ + 26 ° ° \ II e + 3 \ 9 ; 1 pT44 i . °
1ps
11011
NOTE: SOME OF THE GROUND COVERS ABOVE WILL BE USED SOLELY IN SIGHT DISTANCE CORRIDORS,PARKWAYS AND TOE OF SLOPE / ♦♦ ++ �" '' ' ADJACENT TO WALKS '.♦♦� + .. - I T�o +'+ > . �lv +' II j♦ ♦� p 115 + \ Lps 41 VINES 100/0 1 GALLON LOCATED ON WALL WITHIN HOA AREAS _ L ( ) j�4I s o LOT 25 �\ � �� + ° ;\ BOTANICAL NAME COMMON NAME SPACING WULCOLS OT 36 }
FICUS PUMILA CREEPING FIG 10,O.C. MEDIUM /.J•� .'++ \ s + L w :r Y - - I -- f' 31 >a
. . .

RETENTION BASIN (100% 1 GALLON)HOA MAINTAINED f1 `l � '+ LpT ++` ° a w BOTANICAL NAME COMMON NAME SPACING WULCOLS ♦' �-c + L0 / / _ CAREX PREAEGRICILLIS SEDGE 18" O.C. MEDIUM . ♦ \ T 16 +++ 101 4 +' + _-T/ / __ + + ♦ + 1C� �'� ° Lp + +++ L, � +++ + 35 , ;\ III'' /w . _�:' -_� JUNCUS ACUTUS SPINY RUSH 18" O.C. MEDIUM pT1101, -- — -- w
-I
11011
F �
T3
°a�4
o � ♦ ++ LpT
y.-
. °
L � /w
. • °
1101,
+
3 / / +
LpC33 /w —
+
° a
+ -
a
n 3
i♦, ++ + L0'C � J LOB, / n -
�. y
' ♦' '� +++++ � . ' + \ Y ++ lid - w .i' / i ' ♦♦21 ++++ + 12 - +++ % �'

OPEN LAWN
10 \ X�- o
o
w -
+
o`o
T Of 11
+
3 +++ +

IRRIGATION AND MAINTENANCE NOTES
\, \ w / - 1. LANDSCAPE AREAS IDENTIFIED ON THE LEGEND AS BEING SERVED BY PERMANENT IRRIGATION, + \ w WILL UTILIZE STATE-OF-THE-ART AUTOMATIC,UNDERGROUND,IRRIGATION SYSTEM WITH LOW y . -
;. PRECIPITATION RATE SPRINKLER HEADS. DRIP TUBING SHALL BE USED IN ALL PLANTING AREAS + +
. .
\ `�;\ +'++++ +++++; y \ �` Lp� + t j � /j '/ j / - ADJACENT TO WALKS,DRIVES AND ACTIVITY AREAS y\
-
+
• w
;- - N Q \ \ \ '' + + ++ /•� - ;/ 1. MULCH:ALL REQUIRED PLANTING AREAS AND ALL EXPOSED SOIL AREAS WITHOUT VEGETATION �I ++ +++ /w
J',y\�t'\ .+;: ::..+ �- + + + , ,-,j - SHALL BE COVERED WITH MULCH TO A MINIMUM DEPTH OF 3 INCHES,EXCLUDING SLOPES � � s � + -' 2. TREES SHALL BE MAINTAINED SO THAT ALL HORIZONTAL AND VERTICAL CLEARANCES MEET THE +>' \ -I / / /%�/ '%' SIGHT VISIBILITY REQUIREMENTS INDENTIFIED IN SECTION 2.2.1 OF THE LANDSCAPE MANUAL. + TREE ROOT BARRIERS SHALL BE INSTALLED WHERE TREES ARE PLACED WITHIN 5 FEET OF PUBLIC '++ \ / / j %/ /' IMPROVEMENTS INCLUDING WALKS,CURBS,OR STREET PAVEMENTS OR WHERE NEW PUBLIC 5 IMPROVEMENTS ARE PLACED ADJACENT TO EXISTING TREES. ROOT BARRIERS WILL NOT WRAP « «
+ «
+
+ + + + +
+ /- AROUND THE ROOT BALL + +'
+ +
+ + + +
+ + + + .
+
+ + + «
+ « « « « « «
« « •
q
. . . .
. . . . . +'
a
+ + +
w ..
. . + + +
+
/ 8312 1262 30 +
+
+ + + .
w
3 22
+ + + +
w

TENTATIVE MAP/
SHEET
--
,w H GRAPHIC SCALE 1
40 ° 40 120' CAMINO LARGO �I �•w/ �c��IIIIII -/ j /' landscape architecture �F � land planning N
j ---------\ www.sjane.com w.s j a i n e.c o m o \ \ N l �IIIIII \ \ ° = RESIDENTIAL o SCALE: 1 40-o° N 08/23/2022 PH2 Page 63 of 165

ETIMATED TOTAL WATER USE (ETWU) WORKSHEET
The project's Estimated Total Water Use is calculated using the following formula:

Fx
ETWU =(E7`r�)( .62 IE
ETWU=Estimated total water use per year (gallons per year) ETo=Evapotranspiration rate(inches per year)
PF=Plant Factor(see requirements in chart)
HA= HydrozoneArea (squarefeet):Define hydrozones by water use:very low,low,moderate and high SLA Special Landscape Area (square feet): Edible plants, irrigated with recycled water,&turf used for active play

0.62 =Conversion Factor(to gallons per square foot)
IE=Irrigation Efficiency(see requirements in chart)

CITY OF VISTA ESIMATED TOTAL WATER USE(ETUA)WORKSHEET
I �
HydrozoneNumber(1-4Below-useasmanytablesas ---- Line necessary to complete all hydrozones)
1 SLOPES 2 BASINS 3 TREES AND 4 LAWN SLA
VINES ,-
Evapotranspiration Rate (ETo)*

51.1 for Vista area 1 51.1
Conversion Factor- .62 2 0.62
-(Line 1x Line 2) 3 31.682 - -- _- - -� , - ---- Plant Factor(PF)** 4 0.3 0.6 0.6 0.8
Hydrozone Area (HA) - in square
feet 5 101,585 6,500 6,132 5,800 , t` r ,.
5 (Line 4 x Line 5) 6 30,476 3,900 3,679 4,640 p' LOT ' Irrigation Efficiency(IE)*** 7 0.75 0.751 0.751 0.75 --- ,,
(Line 6=Line 7) 8 40,634 5,2001 4,9061 6,187 .'� •, : � � �' ° " � TOTALall Line 8s+SLA) 9 56,926
Line 3x Line 9 Estimated Total LOT3S Water Use - ETWU(gallons per 10 1803 538 �'��� III LOT2g �5 Lof39 s > year)Total shall not exceed ; �� \ 4 OT 45 MAWA below L I
Js LOT
*ETo=Evapotranspiration rate =51.1 ** PF-Plant Factor(Water Use)- ***IE-Irrigation for Vista, from WUCOLS Efficiency
CA Average calculated from values in Select based on type of plants in Spray=.55 OT2g I Y State Model Water Efficiency hydrozone: MP rotators =.75 LandscapeOrdinance (MWELO)- 0.1=VLW-Very Low WaterUse Rotor=.70 AppendixA Plants Bubbler=.75 �.''a�� II�II T31 s 9 ' LOT44

0.3=LW- Low WaterUsePIants Drip&Micro-spray=.81 �.�1' L0T'b ' ;i ti �\ � \ I , .cl � 0 o

0.6=MW-Moderate Water Use /ic1
I
MAXIMUM APPLIED WATER APPLICATION (MAWA) calculation:
2,091,308=

31.682 [{ETAF x )+(I-ETAS')x )]- MAWA �� ` ., ,� ' 3 w• OT a \ � � I � ' Total Landscape Area Total SLA .'•� LOB 15 L ° • I
\` . ,
ETAF=Evapotranspieation adjustment factor(use.55 residenfial,.45 non-residential) � . - . - - a _ LpT \o i \; � � 1, 36 � \ LOT
r
.27 25 s s v 43 y
\ \
i //• ♦, --ICI•.

I }�
I
o 0
31g
°
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e • ° in G . — �� OT 24 — 3 A ;� L�r16 I 1 37 \ `` /fir/� �,z!:% —_-- - — —----_ -- -- ` "a LOT r -- r ---- -
°
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o .
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a IIIII .•, LOT a \ • /\ / ° Q " /W � --s/i-/i// � //� w
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i �1 L0Lo
J / / ��� 3 s T 19 w -,/ /s -,j L0

HYDROZONELEGEND
- , -
L
-

COMMON AREA
POTABLE C �
_ o
,
- E w
-
tof /` POTALB HOMEOWNER LOT •-
.
e --
-
z1 \ y/ POTABLE BASIN tosl
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\ / /
.
8-31-21, 12-6-21, 3-30-22
. .
� • • " / / TENTATIVE MAP/ ° SHEET
GRAPHIC SCALE S JHYDROZONE MAP AND WATER CALL 2 x
40 0 40 120' CAMINO LARGO
landscape architecture OF U
land planning
www.sjaine.com o
o SCALE: 1 40-0 3RESIDENTIAL N II
m
08/23/2022 PH2 Page 64 of 165

WALL AND FENCE LEGEND
5' VINYL FENCE
5' TUBULAR STEEL (BLACK)
5' BLOCK WALL (SLUMP)
\
-
_ ,\(
I
IIIIII \ \
I
\ I I LOT 46 •� N -
�-
LOT
L
II OT L OT 39 \ I �5 '�,, s www.sjaine.com o {" _ RESIDENTIAL N IT
u-j°o i \ SCALE: 1' —40'-0" 3 \
08/23/2022 PH2 Page 65 of 165

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CAMINO LARGO � LIGHTING CONCEPTUAL PLAN CaliforniaWest

SCHEDULE AND SUMMARIES
L....I `lrlhl� INS.

Luminaire Schedule
Type Symbol Qty Label Arrangement LLF Description Lum. Lumens Lum. Watts Total Watts SL1 17 Eaton Streetworks Vision Small - T3 Single 0.920 LUMINAIRE: AVS-E01-LED-E-U-SL2-7030 @ 20FT 2790 25 450 POLE: SSS-4-A-20-S-T-F-1-X-G
ARM: SA1071-GM
SL2 5 Eaton Streetworks Vision Small - T4 Single 0.920 LUMINAIRE: AVS-E01-LED-E-U-SL4-7030 @ 20FT 2698 25 150 POLE: SSS-4-A-20-S-T-F-1-X-G
ARM: SA1071-GM
SL3 1 Eaton Streetworks Vision Small - Double Single 0.920 LUMINAIRE: 5488 50 50 (1) AVS-E01-LED-E-U-SL3-7030 @ 20FT
0 O O (1) AVS-E01-LED-E-U-SL3-7030 @ 20FT POLE: SSS-4-A-20-S-T-F-1-X-G
ARM: SA1071-GM
Calculation Summary
Label CalcType Units Avg Max Min Avg/Min Max/Min Dog Park Illuminance Fc 0.32 1.9 0.0 N.A. N.A.

Vehicle Hardscape Illuminance Fc 0.45 1.4 0.0 N.A. N.A.

Vehicle Hardscape (ALL) Illuminance Fc 0.43 1.3 0.1 4.30 13.00 LOT C - CAMINO LARGO Illuminance Fc 0.41 0.8 0.0 N.A. N.A.

LOT D - PRIVATE STREET Illuminance Fc 0.45 1.2 0.1 4.50 12.00 LOT E - PRIVATE STREET Illuminance Fc 0.40 1.3 0.1 4.00 13.00 LOT F - PRIVATE STREET Illuminance Fc 0.37 1.2 0.1 3.70 12.00 LOT G - PRIVATE STREET Illuminance Fc 0.45 1.3 0.1 4.50 13.00 LOT H - PRIVATE DRIVEWAY Illuminance Fc 0.55 1.9 0.0 N.A. N.A.

SHEET INDEX SITE MAP
1 SUMMARIES & SCHEDULES
2 ELECTRICAL LIGHTING PLAN 1 ��✓✓ '�% , PROJECT SITE 3 ELECTRICAL LIGHTING PLAN 2
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AVS/AVM VISION SITE LED
DESCRIPTION S t r e e tw o r ks ORDERING INFORMATON Steel Poles The classic lines and sophisticated construction of Vision Site LED Sample Number:AVS-E04-LED-E-U-T3-AP-CPS luminaire makes it an ideal complement to site design.Offering LED Product Family',2•3 Number of LightBARs4.5 Lamp Type Ballast Type Voltage Distribution Color° technology across the AVS and AVM,the Vision Site luminaire provides true family scaling in both physical form and lumen capability for = ision ite mall E01=(1)21 LED LightBAR LED=Solid State E=Electronic U=Universal T2=Type II AP=Gre architectural site lighting applications.UL/cUL listed for use in wet AVM=Vision Site Medium = ig t s Light Emitting (120-277V) T3=Type III IBZ=Bronze r. E03=3 21 LED LightBARs Diode 8=48nv T4=Type IV BK=Black locations. E04=(4)21 LED LightBARs 9=347V 5MQ=Type V Square Medium DP=Dark Platinum E05=(5)21 LED LightBARs° 5WQ=Type V Square Wide GM=Graphite Metallic E06=(6)21 LED LightBARs° 5XQ=Type V Square Extra Wide WH=White F01=(1)7 LED LightBAR RW=Rectangular Wide
F02=(2)7 LED LightBARs SL2=TVpe II with S ill Control F03=13)7 LED LightBARs SL3=T a III with Spill Control SPECIFICATION FEATURES F04=(4)7 LED LightBARs SL4=TypeIV with Spill Control FEATURES F05=(5)7 LED LightBARs° SLL=90°Spill Light Eliminator Left •ASTM Grade steel base plate with ASTM A366 base cover Construction CCT.For the ultimate level of spill factory mounted to luminaire F06=(6)7 LED LightBARs° SLR=90°Spill Light Eliminator Right •Hand hole assembly 3"x 5"on 5"and 6"pole;and 2"x 4"on 4"pole HOUSING:Heavy-wall one-piece, light control,an optional house- and finished in luminaire color. die-cast aluminum housing has side shield accessory can be field Stainless steel structural rod Structural Options 3,9 Options(Add as Suffix) •10'-39'mounting heights precise tolerance control and or factory installed.The house-side measures 1/2"in diameter and Pole Mount 2L=Two circuits' 3 SSS SQUARE •Drilled or tenon(specify) repeatability in manufacturing. shield is designed to seamlessly is provided in luminaire finish CPS=Strut Rod/Square Pole 7030=70 CRI/3000K CCT STRAIGHT STEEL Housing features a partition wall integrate with the SL2,SL3 or SL4 color Or optional natural finish. (Painted to match fixture.Does not include arm)'° 7050=70 CRI/5000K CCT 10 that isolates driver components optics. Product works in conjunction with = rui Kod/tiquare Pole titamless bteel 7060=70 CRI/5700K CCT for cooler operation.Integral dedicated accessory arms(order -�-- (Clevis painted to match fixture.Does not include arm)10 8030=80 CRI/3000K CCT aluminum heat sink provides Electrical separately).Poles are provided CPR=Strut Rod/Round Pole " L90=optics Rotated Left 90° superior thermal heat transfer LED drivers mount to die-cast (Painted to match fixture.Does not include arm) R90=Optics Rotated Right 90° p pre-drilled when structural mount CSR=Strut Rod/Round Pole Stainless Steel 3=Three-Position Terminal Block in+40°C ambient environments. aluminum back housing for option drill pattern is specified. (Clevis painted to match fixture.Does not include arm)11 4=NEMA Photocontrol Receptacle DESIGN CONSIDERATIONS ILL DOOR:One-piece,die-cast optimal heat sinking,operation Additional mounting accessories U=UL Listed/CSA Certified p Wall Mount 15 Wind induced vibrations resulting from steady,unidirectional winds and other aerodynamic forces,as well as vibration and coefficient of height factors for non-grounded mounted installations aluminum construction with tool- efficacy,and prolonged life. available. CPW=strut Rod/Wall Mount ICB=Integral Cold Weather Battery Pack(Specify 120 or 277V) (e tV - g.,installations on bridges or buildings)are not included in this document.The information contained herein is for general guidance only and is not a replacment for professional judgement. less release latch.Door swings Standard drivers feature electronic z DIM-0 10V Dimming Driver Consult with a professional,and local and federal standards,before ordering to ensure product is appropriate for the intended purpose and installation location.Also, lease review Eaton's Light Pole g (Painted to match fixture.Does not include arm) P 9 PP P P 9 down and is retained on two catch universal voltage(120-277V Finish �+ �p CSW=Strut Rod/Wall Mount Stainless Steel MS-LXX=Motion Sensor for ON/OFF Operation 16 White Paper for risk factors and design considerations.Learn more.

AVS/AVM 12 MS/X-LXX=Motion Sensor for Bi-Level Switching 11 hinges.GASKET:Continuous 50/60Hz►,347V 60Hz or 480V 60Hz Housing is finished in five stage (Clevis painted to match fixture.Does not include arm) 8 Specifications and dimensions subject to change without notice.Consult your lighting representative at Eaton or visit www.eaton.comAighting for available options,accessories and ordering information. 9 p g P P p P polyester VISION SITE LED DIMRF-LW=LumaWatt Wireless Sensor,Wide Lens for 8'-16'Mounting Height gasket provided to seal housing to operation.480V is compatible for super premium TGIC of ester DIMRF-LN=LumaWatt Wireless Sensor,Narrow Lens for 16'-40'Mounting Height 18 optic tray.LENS:Downlight lens is use with 480V Wye systems only. powder coat paint,2.5 mil nominal HSS=Field Installed House Side Shield 18 LED board integrated acrylic over- Greater than 0.9 power factor,less thickness for superior protection ORDERING INFORMATION optics,each individually sealed for than 20%harmonic distortion,and against fade and wear.LightBAR 1 -6 LightBARs Accessories(Order Separately)20 SAMPLE NUMBER:SSS5A20SFM1XG IP66 rating.HARDWARE:Tool-less is suitable for operation in-40°C cover plates are standard white OA/RA1016=NEMA Photocontrol-Multi-Tap SA1108-XX=Single Tenon Adapter for 3-1/2"O.D.Tenon SA1231-XX=Structural Mount Wall Mount Arm N release door latch is stainless steel/ to 40°C ambient environments. and may be specified to match Solid State LED OA/RA1027=NEMA Photocontrol-480V SA1109-XX=2@180°Tenon Adapter for 3-1/2"O.D.Tenon SA1017-XX=Single Tenon Adapter for 2-3/8"O.D.Tenon Product Shaft Size Wall Mounting BaseType Finish MountingType NumberOptions aluminum construction,painted to All fixtures are shipped standard finish of luminaire housing. OA/RA1201=NEMA Photocontrol-347V SA1110-XX=3@120°Tenon Adapter for 3-1/2"O.D.Tenon SA1018-xx=2@1E0°Tenon Adapter fort-3/8"O.D.Tenon Family (inches) Thickness Height and Lengths (Add as Suffix) (inches) (Feet) Location (Feet)
match housing and allows access with 10kV/10kA common- Standard colors include black, OA1223=10kV Circuit Module Replacement SA1111-XX=4@90°Tenon Adapter for 3-1/2"O.D.Tenon SA1019-XX=3@120°Tenon Adapterfor 2-3/8"O.D.Tenon of Arms AREA/SITE LUMINAIRE LS/HSS=Factory Installed House Side Shield R1 SAII112-XX=2@90°Tenon Adapter for 3-1/2"O.D.Tenon SA1045-XX=4@90°Tenon Adapter for 2-3/8"O.D.Tenon to internal housing and electrical and differential-mode surge bronze,grey,white,dark platinum s$S=s uare a-a" 17T7777 s=squar F=Dark Bronze 2=2-3/a"o.D.Tenon la"Lon SA7113-XX=3@90°Tenon Adapter for 3-1/2"O.D.Tenon SA1048-XX=2@90°Tenon Adapter for 2-3/S"O.D.Tenon q � 91 1=Sin le X=None A=1/2"Tapped Hubs components. protection.LightBARs feature and graphite metallic.RAL and AVS SA7114-XX=2@120°Tenon Adapter for 3-1/2"O.D.Tenon SA1115-XX=3@90°Tenon Adapterfor 2-3/8"O.D.Tenon Strai ht 5=5 Steel G=Galvanized Steel 3=3-1/2"O.D.Tenon(5"Long) 2=2 at 180° 6 3/4"Tapped Hub' SA1071-XX=5"At for Square Pole tee 6-6 Base J=Summit White 4 4 O.D.Tenon I6 Lon and IP66 enclosure rating and custom color matches available. $A1116-xx=2@120°Tenon Adapterfor O.D.Tenon g) 3=Triple C=Convenience 0 1073- = erect mount or quare Pole AVM P ' K=Carbon Bronze 9=3"O.D.Tenon 14"Long) 4=4 at 9o° Outlet° Optics maintain greater than95/olumen Consult Outdoor Architectural SA1010-XX=Single TenonAdapterfor3-1/2"O.D.TenonSA1074-XX=5"Arm for Round Pole SA1050-XX=6"Arm for Square Pole ' L=Dark Platinum 6=2-3/8"O.D.Tenon(6"Long) 5=2 at 90° E=GFCI Convenience Choice Of twelve patented,high- maintenance at 60,000 hours per Colors brochure for a complete SA1076-XX=Direct Mount for Round Pole SA1051-XX=10"Arm for Square Pole 1a SA1011-XX=2@180°Tenon Adapterfor 3-1/2"O.D.Tenon ' R=Hartford Green 7=4"O.D.Tenon(10"Long) X=None Outlet° efficiency AccuLED OpticsTMIESNA TM-21.Occupancy sensor Selection. SA1077-XX=Wall Bracket with 5"Arm 22 SA1052-XX=6"Arm for Round Pole SA1012-XX=3@120°Tenon Adapter for 3-1/2"O.D.Tenon = ' S=Silver A=TypeA Drilling J G=Ground Lu distributions.Optics are precisely and dimming options available. SA1200-xx=Direct Wall Mount Kit 22 SA1053-XX=10"Arm for Round Pole23 SA1013-XX=4@90°Tenon Adapter for 3-1/2"O.D.Tenon I T=Gra hite Metallic C=Type C Drilling H=Additional Hand designed to shape the light Warranty SA1101-XX=Single Tenon Adapter for 2-3/8"O.D.Tenon SA1054-XX=Wall Mount Kit with 6"Arm SA1014-XX=2@90°Tenon Adapter for 3-1/2"O.D.Tenon V=Grey E=T e E Drillin Holes SA1015-XX=2@120°Tenon Adapter for 3-1/2"O.D.Tenon W=White F=T e F Drillin V=Vibration Output,maximizing efficiency and Mounting Five-year warranty. SA1102-XX=2@18o°Tenon Adapterfor 2-3/8"O.D.Tenon SA1056-XX=Direct Mount for Square Pole X=Custom Color G=Type G Drilling Dampener TenonD Adapter for 3-1/2"O. .
application spacing.AccuLED ARM:One-piece extruded � $A7103-XX=3@1200 Tenon Adapter for 2-3/8"O.D.Tenon SA7057-XX=Direct Mount for Round Pole SA1016-XX=3@90°Tenon Y=Black J=Type J Drilling Optics technology creates aluminum arm available in SA1104-XX=4@90°Tenon Adapter for 2-3/8"O.D.Tenon SA1058-XX=Wall Bracket with 6"Arm 22 K=Type K Drilling consistent distributions with the standard 5"lengths(AVS)and SA7105-XX=2@90°Tenon Adapter for 2-3/8"O.D.Tenon SA1201-XX=Direct Wall Mount Kit 22 N Type M Drilling scalability to meet customized 6"and 10"(AVM),Internal bolts CERTIFICATION DATA SA1106-XX=3@90°TennonAdapterfon Adapter r2-3/ O.D. eno.D.Tenon SA7207-XX=Mast Arm Adapter R=Type R Drilling UL/CUL Listed SA1107-XX=2@ 120°Tenon Adapter for 2-3/8"O.D.Tenon Z=Type Z Drilling application requirements.Offered guides allow easy positioning of g Standard in 4000K +/ 275K CCT
ISO 9001 NOTES:
( ► fixture during installation to pole NOTES:1.All shaft sizes nominal.2.Square poles are 3 at 90°,round poles are 3 at 120°.3.Tapped Hub is located 5'below the pole top and on the same side of pole as hand hole,unless specified IP66 LightBARs 1.Customer is responsible for engineering analysis to confirm pole and fixture compatibility for all applications.Refer to our white paper WP513001EN for additional support information. and minimum 70 CRI.Optional or wall surface.STRUCTURAL 2.DesignUghts Consortium-Qualified.Refer to www.designlights.org Qualified Products List under Family Models for details. otherwise.4.Outlet is located 4'above base and on same side of pole as hand hole,unless specified otherwise.Receptacle not included,provision only.5.Additional hand hole is located 12"below pole LM79/LM80 Compliant top and 90°from standard hand hole location,unless otherwise specified. 3000K CCT,5000K CCT and 5700K MOUNT:Die-cast aluminum cleat 1.5 G Vibration Tested 3.Arm not included.Order separately.

4.Standard 4000K CCT and greater than 70 CRI.

DesignLights ConsortiumTM Qualified* 5.21 LED LightBAR powered at 350mA,7 LED LightBAR powered at 1A.

S.Available on AVM only. DIMENSIONS

7.Only for use with 480V Wye systems.Per NEC,not for use with ungrounded systems,impedance grounded systems or corner grounded systems(commonly known asThree Phase Three Wire Delta,Three Phase High Leg Delta DIMENSIONS ENERGY DATA and Three Phase Corner Grounded Delta systems).

Electronic LED Driver S.Custom and RAL color matching avialable upon request.Consult your customer service representative for more information. \ / BC >0.9 Power Factor 9.Add as suffix in the order shown. 0 f10%Total Harmonic Distortion 10.Compatible with 5"SA1071(AVS)or 10"SA1051(AVM)arm only.

AVS 11.Compatible with 5"SA1074(AVS)or 10"SA1053(AVM)arm only. \ Hand Hole 6"[152mm] 120-277V/50&6oHz,347V/6OHz, 12.Wall mount structural options do not include arm assembly(See accessories).Compatible with 5"SA1071(AVS)or SA1231(AVM)arm only. - - 12-5/16"
48oV/6OHz
AVM 13.Low-level output varies by bar count.Consult factory.Requires two or more light bars. 7"[178mm] -30°C Minimum Temperature 14.Extended lead times apply.See website for IES files. D 40°C Ambient Temperature Rating 15 Available with E01-E02 and F01-F02 configurations only(AVS)or E01-E04 and F01-F04 configurations only(AVM).Specify 120V or 277V.LED cold weather integral battery pack is rated for minimum operating temperature BP -4°F Sensor
m).Operates one light bar for 90-minutes.

E01 Not available in all configurations,consul[factory.Rated for use in i250Cgur ambient. OoO 00 L J \\ \\ \\ \\ \\ \\ \\ \\ EPA 16.Sensor mounted to the luminaire.Available in E01-E04 and F01-F04 configurations(AVS)or E01-E06 and F01-FOB configurations(AVM).Replace XX with mounting height in feet for proper lens selection(e.g.,MS-L25). OoDo B \ \ \ \ \ \ \ d \ AVS 13-1/2"[343mm]J I AVS 23"[584mm] Consult factory for more information. °o O Effective Projected Area:(Sq.Ft.) 17.Sensor mounted to the luminaire.Available in E02-E04 and F02-F04 configurations(AVS)or E01-E06 and F01-F06 configurations(AVM).Replace X with number of light bars operating at low output mode and replace XX with p0o O Base View AVM 17"[432mm] AVM 28"[724mm1 AVS 9 9 P 9 p 9 P P o�O0 o AB AVS Single:1.18 w/Arm 00
mounting height in feet for proper lens selection(e.g.,MS/3-L251.Maximum four light bars in low output mode.Consult factory for more information. 5" 2mmor SOo o a O O \ \ \ \ \ \ \ \ \ AVS Single Structural:1.27 w/Arm oo O 9 19.LumaWatt wireless sensors are factory installed only requiring network components RF-EM7,RF-GW1 and RF-ROUTt in appropriate quantities.See www.eaton.wm/lighting for LumaWatt application information.

AVM AVM Single:1.89 w/Arm 19.Only for use with SL2,SL3 and SL4 distributions.Not available with L90 or R90 options. Oo0`� o o O 0
6"or 10"[152mm or 254mm] Be:

AVM Single Structural:2.09 w/Arm 2.Replace XX with color designation. Q �°��og o Size ❑ j // // // // // �� \// // // 0 00000
211.One required for each light bars.Not available with L90 or R90 options. � oO ($) \ � SHIPPING DATA 22.For use in downlighting applications only. 0 °� p oPCM O O \/\\
Approximate Net Weight: H

2.Use when mounting fixture heads at increments. L J AVS:351bs.(15.91 kgs.) \ \ \\ \ \ \ 24 or See technical information.

Includes arm only.Must specify CPW or CSW in fixture ordering logic.Downligh[ing applications only. \ AVM:51 lbs.(23.18 kgs.) \ \ \ \ \ \ Eaton \ /\ ems 1121 Highway 74 South
E�\� �N /, TD500002EN F�� N TD500002EN /1 Peachtree City,GA 30269 Specifications and TD513013EN T 'rF,'�a P 770-486-4800 dimensions subject to Powering Business Worldwide * www.designlights.org E"7 ``' 2015-12-21 13:42:28 Powering Business Worldwide www.eaton.com/lighting change without notice. 2015-12-21 13:42:28 Powering Business Worldwide January 31,20181:34 PM / oQ�OFEssllo
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BILL OF MATERIALS LOADING DISCLAIMER: DESIGN CRITERIA STORMTRAP SYSTEM INFORMATION SITE SPECIFIC DESIGN CRITERIA ALLOWABLE MAX GRADE =311.00 STRUCTURAL DESIGN LOADING CRITERIA e StOTtiI"ap QTY. UNIT TYPE DESCRIPTION WEIGHT STORMTRAP IS NOT DESIGNED TO ACCEPT ANY ADDITIONAL LOADINGS FROM NEARBY STRUCTURES NEXT TO OR OVER THE TOP OF ALLOWABLE MIN GRADE = 309.50 for p LIVE LOADING: AASHTO HS-20 HIGHWAY LOADING WATER STORAGE PROV: 16,513.28 CUBIC FEET 1. STORMTRAP UNITS SHALL BE MANUFACTURED AND INSTALLED ACCORDING TO SHOP DRAWINGS APPROVED BY 0 I 3'-6" SINGLETRAP 0 STORMTRAP. IF ADDITIONAL LOADING CONSIDERATIONS ARE REQUIRED FOR STRUCTURAL DESIGN OF STORMTRAP, PLEASE CONTACT INSIDE HEIGHT ELEVATION =308.30 UNIT HEADROOM: 3'-6" SINGLETRAP THE INSTALLING CONTRACTOR AND ENGINEER OF RECORD. THE SHOP DRAWINGS SHALL INDICATE SIZE AND ll 1 A:DFFP✓/5MWWmM(FFMM 23 II 3'-6" SINGLETRAP 15844 STORMTRAP IMMEDIATELY. SYSTEM INVERT =304.80 eaanslm®AP pry// wPmlypuw]

LOCATION OF ROOF OPENINGS AND INLET/ OUTLET PIPE TYPES, SIZES, INVERT ELEVATIONS AND SIZE OF GROUND WATER TABLE: BELOW INVERT OF SYSTEM 0 III 3'-6" SINGLETRAP 0 NOTES:

SOIL BEARING PRESSURE: 3000PSF OPENINGS. 1 HRMEM�I�Y 21 IV 3'-6" SINGLETRAP 14146 TREE LOADING DISCLAIMER: 1. DIMENSIONING OF STORMTRAP SYSTEM SHOWN BELOW ALLOW FOR A 3/4" 1 287 �IL�Y SOIL DENSITY: 120 PCF 2. COVER RANGE: MIN.0.7O'MAX. 2.20' CONSULT STORMTRAP FOR ADDITIONAL COVER OPTIONS. P.815-941-4549 /F:331-318-6347 0 VII 3'-6" SINGLETRAP 0 THE STORMTRAP SYSTEM HAS NOT BEEN DESIGNED TO SUPPORT THE ADDITIONAL WEIGHT OF ANY TREES. FURTHERMORE, THE GAP BETWEEN EACH MODULE. P,815.-ml-4549 /F:331-318-&W EQUIVALENT UNSATURATED 3 SPIV 3'-6" SINGLETRAP VARIES ROOTS OF THE TREES MUST BE CONTAINED TO PREVENT FUTURE DAMAGE TO THE STORMTRAP SYSTEM. STORMTRAP ACCEPTS NO 2. ALL DIMENSIONS TO BE VERIFIED IN THE FIELD BY OTHERS.

LATERAL ACTIVE EARTH PRESSURE:35 PSF / FT. 3. ALL DIMENSIONS AND SOIL CONDITIONS, INCLUDING BUT NOT LIMITED TO GROUNDWATER AND SOIL BEARING ENGINEER INFORMATION: 0 T2 PANEL 6" THICK PANEL 0 LIABILITY FOR DAMAGES CAUSED BY TREES OR OTHER VEGETATION PLACE AROUND OR ON TOP OF THE SYSTEM. ENGINEER INFORMATION:

EQUIVALENT SATURATED CAPACITY ARE REQUIRED TO BE VERIFIED IN THE FIELD BY OTHERS PRIOR TO STORMTRAP INSTALLATION. 3. SEE SHEET 3.0 FOR INSTALLATION SPECIFICATIONS. 5 T4 PANEL 6" THICK PANEL 1988
LATERAL ACTIVE EARTH PRESSURE:SO PSF/FT. (IF WATER TABLE PRESENT) 4. FOR STRUCTURAL CALCULATIONS THE GROUND WATER TABLE IS ASSUMED TO BE BELOW INVERT OF SYSTEM BHA ENGINEERS 0 T7 PANEL 6" THICK PANEL 0 SEDIMENT/SAND FILTER DISCLAIMER: 4. SP - INDICATES A MODULE WITH MODIFICATIONS. BHA ENGINEERS APPLICABLE CODES:ASTM C057 IF WATER TABLE IS DIFFERENT THAN ASSUMED, CONTACT STORMTRAP. 51 rj AVENIDA ENCINAS 9 JOINTWRAP 150' PER ROLL 51 15 AVENIDA ENCINAS ACI-318 FOR SYSTEMS CONTAINING SEDIMENT AND SAND FILTER MODULES; IF REQUIRED TO BE SEALED TO PREVENT SAND AND/OR 5. P - INDICATES A MODULE WITH A PANEL ATTACHMENT.

5. SYSTEM DESIGN MAY ALLOW FOR INCIDENTAL LEAKAGE AND WILL NOT BE SUBJECT TO LEAKAGE TESTING. 32 JOINTTAPE 14.5' PER ROLL BACKFILL TYPE:SEE SHEET 4.D FOR BACKFILL OPTIONS SUITE L PRE-TREATED WATER FROM MIGRATING INTO ADJOINING MODULES, IT IS THE SOLE RESPONSIBILITY OF THE INSTALLING CONTRACTOR SUITE L CA 92008 TOTAL PIECES = 47 TO ENSURE THAT THOSE MODULES ARE SEALED. 6. CONTRACTORS RESPONSIBILITY TO ENSURE CONSISTENCY/ACCURACY TO CARLSBAD, TOTAL PANELS = 5 FINAL ENGINEER OF RECORD PLAN SET. CARLSBAD CA 92008 760.931.8700 HEAVIEST PICK WEIGHT = 15844 7. IF A WATERTIGHT SOLUTION IS REQUIRED FOR AN OUTLET CONTROL 1 760.931.8700 PROJECT INFORMATION: STRUCTUREAND BASE 'MODULES,,SEB10ETWEEN TOP LD JOINTS,

INCLUDING
BASE OF ADJOINING SSYMONS°P PROJECT INFORMATION:

WALLS, AND JOINTS BETWEEN MODULE AND ADJACENT END PANELS WILL

BE THE SOLE RESPONSIBILITY OF THE INSTALLING CONTRACTOR TO CAMINO LARGO PROVIDE AND INSTALL THE WATERTIGHT APPLICATION PER THE EOR'S CAMINO LARGO SPECIFICATION.

VISTA, CA VISTA, CA CURRENT ISSUE DATE: CURRENT ISSUE DATE:
3/29/2022 N 3/29/2022 ISSUED FOR: ISSUED FOR:

PRELIMINARY 1'-7" PRELIMINARY REV. DATE: ISSUED FOR: BWN REV, DATE: ISSUED FOR. DWN ALLOWABLE MAX GRADE =311,011
-_- - - - - - - ALLOWABLE MIN GRADE -309.50 N N N N N SEE SHEET 4.0 - - - - - - - - - - - - - - - - - - - - - - - - - - - SPIV 8'-` " FOR BACKFILL - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - 2.20' IVSPECIFICATIONS - - - - - - - - - - - - - - - - - - - - - - - -

0.70'_ _ - _ _ _ -_ _ _ - _ _ _ _ - _ _ _ II II II II II IV IV IV IVB' HWL =308.30 SPIV 38'-9" II II II II II II II II II 10 3/29/22 PRELIMINARY KW N 30' 3/29/22 PRELIMINARY KW 3'-6" SINGLETRAP SCALE: II II II II II II II II II SCALE:

NTS N NTS FSPIVT
III-I I SHEET TITLE: I= N N N N N N N N N SHEET TITLE:

I I-III-I I
-I I I-I I ! t �_ •• '.. •, SYSTEM INVERT = 304.80 SINGLETRAP i.. .; ,, ,. :' �: :,� 1.; ., •.• :` �: ` '!..' �;+;: •:•� ,; OUTLET CONTROL STRUCTURE, SEE NOTE 7 SINGLETRAP DESIGN`
I-III-III- SEE SHEET 2.1 CRITERIA - 151'-10j" SYSTEM LAYOUT

FOR DETAILS
1'-0" MIN. OVERHANG
REINFORCED CONCRETE FOUNDATION SHEET NUMBER: SHEET NUMBER:

FOR STORMTRAP SYSTEM - BY OTHERS.
(SEE SHEET 2.1 FOR DETAILS)
3'-6" SINGLETRAP 160 200 OPERATION AND MAINTENACE FOR MODULAR WETLAND SYSTEM (MWS) INSTALLATION NOTES I I 12" HDPE OUTLET.

EVERY INSTALLED MWS-LINEAR UNIT IS TO BE MAINTAINED BY THE SUPPLIER, OR A SUPPLIER APPROVED CONTRACTOR FOR AT �18 HOPE OUTLET. CONNECT 18 HOPE OUTLET. CONNECT

1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND INCIDENTALS CONNECT TO MODULAR TO UNDERGROUND VAULT. TO UNDERGROUND VAULT. I I LEAST THE FIRST YEAR. THE COST OF THIS SERVICE VARIES AMONG OUTSIDE SERVICE PROVIDERS. THE MWS-LINEAR IS A REQUIREDTO OFFLOAD AND INSTALL THE SYSTEM AND APPURTENANCES IN 12' I I 14' WETLAND SYSTEM MULTI-STAGE SELF-CONTAINED TREATMENT TRAIN FOR STORMWATER TREATMENT. EACH STAGE IS DESIGNED AND INTENDED ACCORDANCE WITH THIS DRAWING AND THE MANUFACTURERS SPECIFICATIONS, ppp-B I I B TO PROTECT SUBSEQUENT STAGES FROM CLOGGINGS. STAGES INCLUDE SCREENING, SEPARATION, CARTRIDGE MEDIA UNLESS OTHERWISE STATED IN MANUFACTURERS CONTRACT. \ \ FILTRATION, AND BIOFILTRATION. THE BIOFILTRATION STAGE CAN CONTAIN VARIOUS TYPES OF VEGETATION OR PLANTINGS.

ANNUAL INSPECTION IS REQUIRED TO EVALUATE PLANT HEALTH AND TRIM EXCESS VEGETATION. THE MAINTENANCE 2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER RECOMMENDS A a°d d d d °
PROCEDURES ARE DESCRIBED BELOW. MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIFIED BY THE PROJECT ENGINEER.

CONTRACTOR IS RESPONSIBLE TO VERIFY PROJECT ENGINEERS RECOMMENDED BASE 10 LO a L m in11 ° CLEAN CATCH BASIN FILTER-SCREENING IS PROVIDED BY A CATCH BASIN FILTER. THE FILTER WILL CONTAIN COARSE SEDIMENT, SPECIFICATIONS. cv N o L0 p cal d N o � TRASH,AND OTHER FLOATABLES. SEDIMENT CAPACITY IS REACHED AT 2 CUBIC FEET FOR THE CURB STYLE INLET AND 4 CUBIC o o I- d
FEET FOR THE DROP OR GRATED INLET CONFIGURATION (VARIES WITH SMALLER AND LARGER MODELS). THE FILTER REMOVES 3. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE. (PIPES CANNOT ° ° GROSS SOLIDS, INCLUDING LITTER,AND SEDIMENT GREATER THAN 200 MICRONS. THE CLEANING PROCEDURE IS EASILY DONE BY INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE MUST BE FLUSH WITH DISCHARGE in d d ° d °° d d ° ° d IF 12" HOPE OUTLET. jn d ° d d ° ° d HAND OR WITH A SMALL INDUSTRIAL VACUUM DEVICE. THIS FILTER IS LOCATED DIRECTLY UNDER THE MANHOLE COVER OR CHAMBER FLOOR. ALL GAPS AROUND PIPES SHALL BE SEALED WATER TIGHT WITH A A A CONNECT TO MOD. A , d A TYPE B CURB INLET 2
CRATE FOR EASY ACCESS. NON-SHRINK GROUT PER MANUFACTURERS STANDARD CONNECTION DETAIL AND N N SHALL MEET OR EXCEED REGIONAL PIPE CONNECTION STANDARDS. LO W/ BYPASS WEIR FOR LO ° d

1. CLEAN PRE-TREATMENT CHAMBER - SEPARATION OCCURS IN THE PRE-TREATMENT CHAMBER'S SETTLING AREA LOCATED N d CAMINO LARGO N ° DIRECTLY UNDER THE CURB OR GRATED INLET. THIS CHAMBER HAS A CAPACITY OF APPROXIMATELY 21 CUBIC FEET FOR 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING PIPES.

TRASH, DEBRIS, AND SEDIMENTS FOR MOST MODEL SIZES (VARIES WITH SMALLER AND LARGER MODELS). THE CHAMBER ° d

5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS, MANHOLES, AND CURB LINE CURB LINE TARGET TOTAL SUSPENDED SOLIDS AND PARTICULATE METALS AND NUTRIENTS. CLEANING THE SETTLING AREA CAN BE HATCHED. CONTRACTOR TO GROUT ALL MANHOLES AND HATCHES TO MATCH EDGE OF GUTTER 12" HDPE INLET. EDGE OF GUTTER PERFORMED WITH A STANDARD VACUUM TRUCK OR HAND HELD INDUSTRIAL SHOP VACUUM. THIS CHAMBER IS LOCATED FINISHED SURFACE UNLESS SPECIFIED OTHERWISE. B CURB FACE CONNECT TO MOD. B CURB FACE DIRECTLY UNDER THE MANHOLE OR GRATE ACCESS COVER FOR EASY ACCESS INTO THE CHAMBER. TYPE B CURB INLET 13' CURB OPENING

6. DRIP OR SPRAY IRRIGATION REQUIRED ON ALL UNITS WITH VEGETATION. 11' CURB OPENING

2. REPLACE PRE-FILTER CARTRIDGE MEDIA (BIOMEDIAGREENTN') - INITIAL FILTRATION IS PROVIDED BY A HORIZONTAL FLOW W/ BYPASS WEIR FOR PLAN VIEW CARTRIDGE FILTER UTILIZING BIOMEDIAGREEN MEDIA. MEDIA LIFE DEPENDS ON LOCAL SEDIMENT LOADING CONDITIONS GENERAL NOTES PLAN VIEW DRIVEWAY "H" AND CAN EASILY BE REPLACED AND DISPOSED OF WITHOUT ANY EQUIPMENT. THE BIOMEDIAGREEN MEDIA IS HELD 11' CURB OPENING 5' 13' CURB OPENING 5' WITHIN THE MEDIA CARTRIDGE PRE-FILTERS THAT ARE HOUSED IN THE PRE-TREATMENT CHAMBER. ENTRY INTO THE 1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. TOP OF 8" TOP OF 8" PRE-TREATMENT CHAMBER IS REQUIRED TO REPLACE THE BIOMEDIAGREEN MEDIA. THE LID OF THE MEDIA CARTRIDGE CURB CURB PRE-FILTER IS REMOVED BY LOOSENING TWO BOLTS. ONCE REMOVED MAINTENANCE PERSONNEL HAVE UNIMPEDED 2. ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO ACCESS TO EACH MEDIA CAGE HOUSING THE BIOMEDIAGREEN WHICH CAN BE QUICKLY REMOVED BY HAND OR WITH A CHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS,WEIGHTS VACUUM TRUCK. ONCE OLD BIOMEDIAGREEN IS REMOVED NEW MATERIAL, PROVIDED IS PRE-WEIGHED BAGS, IS AND ACCESSORIES PLEASE CONTACT MANUFACTURER. m 0.5' DROPPED INTO THE MEDIA CAGE HOUSINGS. ONCE COMPLETED,THE CARTRIDGE LID IS REPLACED AND BOLTS TIGHTENED TYP.

ON THE LID OF THE MEDIA CARTRIDGE PRE-FILTER. 4' 4' TOP OF WEIR 0.5' TOP OF WEIR

3. REPLACE DRAIN DOWN FILTER MEDIA(BIOMEDIAGREENT") -AN OPTIONAL DRAIN DOWN FILTER, SIMILAR IN FUNCTION TO ° TYP. 2' 2' w 0.5' 2' 2' w THE MEDIA CARTRIDGE PRE-FILTER IS LOCATED IN THE DISCHARGE CHAMBER. THIS FILTER ALLOWS ANY STANDING d d ° ° ° d ° d ° TYP.

WATER FROM THE PRE-TREATMENT CHAMBER TO DRAIN FROM UNDER THE PERVIOUS PAVERS THROUGH THE SMALL d ° ° d ° ° Q ° ° d !�1^� ° d - ° ° ° ° d ° �!1^� d °d V ° �d ° ^° a °° d ° ° ° � °d V FILTRATION CARTRIDGE LOCATED IN THE DISCHARGE CHAMBER. THE DRAIN DOWN DEVICE ADDRESSES ANY VECTOR ° d ° ° a ° °° °14 N �/ ° ° \ ° d N a ° ° ° °° ° N LL-
ISSUES, BY ELIMINATING ALL STANDING WATER WITHIN THE MWS-LINEAR. REPLACEMENT OF MEDIA CAN BE PERFORMED ° d ° °° d ° ° ° d N L` ° d ° °° I d °N ° ° d°° ° d N J-i 0.5' BY HAND. ° ° ° °< TYP. ° y,

4. TRIM VEGETATION -THE MWS-LINEAR UTILIZES MULTIPLE PLANTS IN THE WETLAND CHAMBER TO ENHANCE POLLUTANT d REMOVAL. THE VEGETATION WILL NEED TO BE MAINTAINED (TRIMMED) AS NEEDED AND IS DONE AS PART OF REGULAR 305.45 IE 305.45 IE 305.45 IE 305.45 IE 305.45 IE 305.45 IE 305.45 IE SITE LANDSCAPING OR SYSTEM MAINTENANCE. MODULAR WETLAND SYSTEMS, INC. RECOMMENDS THAT THE PLANTINGS 18" OUTLET 12" OUTLET 18" OUTLET 12" OUTLET 12" INLET 18" OUTLET 12" OUTLET ARE NEVER GIVEN ANY FERTILIZER TO PROMOTE PLANT GROWTH OR HEALTH. SECTIONA A SECTIONS-B SECTIONA A SECTIONS-B

5. EVALUATE FLOW HYDRAULIC CONDUCTIVITY - THE SYSTEMS FLOW CHARACTERISTICS CAN BE ASSESSED FROM THE DISCHARGE CHAMBER. THIS INSPECTION FOR ADEQUATE FLOW CAPACITY SHOULD BE DONE DURING A RAIN EVENT. BY MODIFIED TYPE B CURB INLET WITH BYPASS WEIR INSPECTION AND VIEWING THE DISCHARGE CHAMBER, THE FLOW OUT OF THE SYSTEM CAN BE EASILY OBSERVED OR MODIFIED TYPE B CURB INLET WITH BYPASS WEIR MEASURE. IF FLOW OUT OF THE ORIFICE IS TOO LOW, IT COULD INDICATE MEDIA CARTRIDGE PRE-FILTER FOULING AND CAMINO LARGO MAINTENANCE MAY NEED TO BE PROVIDED TO THE BIOMEDIAGREEN AS DESCRIBED ABOVE. DRIVEWAY "H" NOT TO SCALE NOT To SCALE

6. WETLANDMEDIA MAINTENANCE - BIOFILTRATION IS PROVIDED BY AN ADVANCED HORIZONTAL FLOW VEGETATED NOTE:MODIFIED CURB INLETS WITH BYPASS WETLAND CHAMBER. THIS BIOFILTRATION CONTAINS A MIX OF SORPTIVE MEDIA, KNOWN AS WETLANDMEDIA, WHICH IS WEIR ARE HYDRAULICALLY CONNECTED DESIGNED TO SUPPORTS ABUNDANT PLANT AND BIOLOGICAL LIFE. THE LIFE OF THIS MEDIA CAN BE UP TO 20 YEARS TO THE MODULAR WETLAND SYSTEM. BMP EXHIBIT WHEN PROPERLY MAINTAINED. THE PERIPHERAL VOID AREA SURROUNDING THE PERIMETER OF THE WETLANDMEDIA CAN BE ACCESSED TO REMOVE ANY SURFACE CLOGGING. THE VERTICAL RISERS IN THE MIDDLE OF THE WETLANDMEDIA inc. CAMINO LARGO CAN ALSO BE ACCESSED AND WATER INJECTED TO BACKWASH THE WETLANDMEDIA. THESE FEATURES ALLOW FULL FLOW bhA,CAPACITY CANNOT BE RESTORED BY THESE STEPS,THE WETLANDMEDIA CAN BE REPLACED. band pDannhg, dyfl enghsedng, suryeyhg CITY OF VISTA, CALIFORNIA

7. WETLANDMEDIA REPLACEMENT - REMOVAL OF SPENT WETLANDMEDIA CAN BE DONE WITH A SHOVEL NOSE OF ANY 5115 AVENIDA ENCINAS VACUUM TRUCK. REPLACEMENT OF THE WETLANDMEDIA, ALTHOUGH NOT ANTICIPATED FOR 20 YEARS, IS DONE BY SUITE "L" ADDING NEW WETLANDMEDIA FROM A NUMBER OF VENDOR SUPPLIED SUPERSACS AND ADDED TO FILL THE WETLAND CARLSBAD, CA. 92008-4387 CHAMBER TO RECOMMENDED LEVELS. (760) 931-8700 SHEET 2 OF 3 K:\Ciyyop\V )�b� G\SWMP\BMP_TSM.dwg, 3/29/2022 4:36:05 PM PH2 Page 72 of 165

MAINTENANCE INDICATORS AND ACTIONS FOR

BIOFILTRATION BMPS
TYPICAL MAINTENANCE INDICATORS TYPICAL MAINTENANCE ACTIONS ACCUMULATION OF SEDIMENT(OVER 2 REMOVE AND PROPERLY DISPOSE OF INCHES DEEP OR COVERS VEGETATION), ACCUMULATED MATERIALS WITHOUT PROPOSED OR EXISTING SURFACE CURB INLET/BYPASS STRUCTURE VAULT SYSTEM LITTER, OR DEBRIS DAMAGE TO THE VEGETATION. CONFIRM

THAT SOIL IS NOT CLOGGING AND THAT THE
AREA DRAINS AFTER STORM EVENT. TILL OR FLOW BASED OPENING ; REPLACE SOIL AS NECESSARY. .

POOR VEGETATION ESTABLISHMENT ENSURE VEGETATION IS HEALTHY AND MODULAR WETLAND SYSTEM DENSE ENOUGH TO PROVIDE FILTERING AND °o°o°o°o°o°o°o°o°o°o° TO PROTECT SOILS FROM EROSION.

REPLENISH MULCH AS NECESSARY (IF LESS o°o°o°o°o°o°o°o°o°o° 100-YR HGL THAN 3INCHES DEEP), REMOVE FALLEN °o°o°o°o°o°o°o°o°o°o LEAVES AND DEBRIS, PRUNE LARGE SHRUBS o°o°o°o°o°o°o°o°o°o° OR TREES, AND MOW TURF AREAS. °o°o°o°o°o°o°o°o°o°0 100-YR HGL

WATER QUALITY
OVERGROWN VEGETATION-WOODY MOW OR TRIM AS APPROPRIATE, BUT NOT FLOW N VEGETATION NOT PART OF DESIGN IS LESS THAN THE DESIGN HEIGHT OF THE ° ° ° ° ° ° ° ° ° ° :

PRESENT AND GRASS EXCESSIVELY TALL VEGETATION (TYPICALLY 4-6 INCHES FOR (GREATER THAN 10 INCHES) GRASS). CONFIRM THAT IRRIGATION IS 7o°o°o°o°o°o°o°o°o°o° ° ADEQUATE AND NOT EXCESSIVE AND THAT `y SPRAYS DO NOT DIRECTLY ENTER 7 ° ° ° ° °0°0°0°0° ° 000000
OVERFLOW GRATES. REPLACE DEAD PLANTS °o°o°o°o°o°o°o°o°o°o , AND REMOVE NOXIOUS AND INVASIVE ° ° ° ° ° ° ° ° 0 0 0 0 0 0 0 0 0 0
WEEDS.
o°o
EROSION DUE TO CONCENTRATED REPAIR/RE-SEED ERODED AREAS AND �� PIPE 18" OUTFLOW 12" OUTFLOW
IRRIGATION FLOW ADJUST THE IRRIGATION. ORIFICE BMP-1 ` 3
EROSION DUE TO CONCENTRATED REPAIR/RE-SEED ERODED AREAS AND MAKE DISCHARGE CHAMBER WETLAND CHAMBER PRE-TREATMENT CHAMBER 0.50' PIPE 0.50' STORMWATER RUNOFF FLOW APPROPRIATE CORRECTIVE MEASURES SUCH - FLOW CONTROL -WETLAND MEDIA -INCLUDES PRE-FILTER 12" OUTFLOW ORIFICE RISER SIZED UTILIZING PATENTED MEDIA CARTRIDGES PIPE AS ADDING EROSION CONTROL BLANKETS, TO DRAIN DOWN IN HORIZONTAL PERIMETER ADDING STONE AT ENTRY POINTS, OR LESS THAN 36 HOURS FLOW BIORETENTION RE-GRADING WHERE NECESSARY. REMOVE

OBSTRUCTIONS AND SEDIMENT
ACCUMULATIONS SO WATER DISPERSES.

STANDING WATER (BMP NOT DRAINING). IF WHERE THERE IS AN UNDERDRAIN, SUCH AS MOSQUITO LARVAE ARE PRESENT AND IN PLANTER BOXES AND MANUFACTURED PERSISTENT, CONTACT THE SAN DIEGO BIOFILTERS, CHECK THE UNDERDRAIN PIPING DEEP ROUTED, DENSE, VECTOR CONTROL PROGRAM AT(858) TO MAKE SURE IT IS INTACT AND

DROUGHT TOLERANT
694-2888. MOSQUITO LARVICIDES SHOULD UNOBSTRUCTED. ABATE ANY POTENTIAL TYPE G-2 CATCH BASIN PLANTING SUITABLE FOR BE APPLIED ONLY WHEN ABSOLUTELY VECTORS BY FILLING HOLES IN THE GROUND PER D-8 WELL DRAINED SOIL NECESSARY AND THEN ONLY BY A LICENSED IN AND AROUND THE BIOFILTER FACILITY 10 5 INDIVIDUAL CONTRACTOR. AND BY INSURING THAT THERE ARE NO — = LEGEND AREAS WHERE WATER STANDS LONGER — — THAN 96 HOURS FOLLOWING A STORM. -_ I — ' OUTLET INLET OR OUTLET STRUCTURE CLEAR OBSTRUCTIONS. i An2 7 1 �,�,�e��j 10 FREEBOARD = 12.00" (CONJUNCTIVE USE FACILITY) FC
DAMAGE TO STRUCTURAL COMPONENTS REPAIR OR REPLACE AS APPLICABLE. _ HC — O2 BASIN HEIGHT HMAx = 30.00" SUCH AS WEIRS, INLET, OR OUTLET — — STRUCTURES � — — O3 6 PC 3" MULCH — — —�� — — — xyxyxyx PONDING DEPTH = 6.00" BEFORE THE WET SEASON AND AFTER RAIN WHERE CISTERNS ARE PART OF THE SYSTEM — — FROM SCREENS xXxxxxxxxxxx VAND OVERFLOW DRAINS I— / O' 18" AMENDED SOIL MIN. INFILTRATION RATE 5" HR — ' ' 4 RISER INVERT HTOP =E SEDIMENT AND DEBRIS 18.00" _ _4 PEA GRAVEL
AND DOWNSPOUTS: ENSURE PUMPS ARE I —� I O5 `EMERGENCY WEIR INVERT = 18.00" FUNCTIONING, WHERE APPLICABLE; CHECK — - - INTEGRITY OF MOSQUITO SCREENS; AND; O O U O O 7" GRAVEL LAYER FOR V2 STORAGE O �> CHECK THAT COVERS ARE PROPERLY SEALED 6 LOWER SLOT INVERT = 6.00 AND LOCKED. O O O O O� _ 1 - 5" HIGH X 34" LONG OPENING OUTFLOW —
70 *UPPER SLOT INVERT = 7.00"
h64TCH A64Nh�0ECE THREE (3) 12" RCP 6" PERFORATED PVC PIPE 1 - 4" HIGH X 10" LONG OPENING SITE SPECIFIC DATA I OUTLET PIPES _ I III i CONFORMING TO ASTM D PC POLLUTANT CONTROL WSEL = 6.00" PROJECT NUMBER 15086 WETLANLWEDIA BEO PATENTED PERIMETER CA 30 M L I I— - _ I I 3034 OR EQUIVALENT PROJECT NAME CAMINO LARGO KWD AREA VERREAL UNDERDRAIN U W1fMD 7 IMPERMEABLE 3" DEAD STORAGE " .i LINER* EXIST. GROUND RESTRICTER CAP TO LIMIT FLOW HC HYDROMODIFICATION CONTROL WSEL = 14.52

BELOW UNDERDRAIN
PROJECT LOCATION VISTA, CA ----- +- OUT OF V2 STORAGE AREA, LID ---- o
DRAIN DOWN HOLE, d = 4.00" FC FLOOD CONTROL WSEL = 18.00"

STRUCTURE ID
TREATMENT REQUIRED t
VOLUME BASED (CF) FLOW BASED (CFS) I I I i 1 BIOFILTRATION BASIN DETAIL, BMP 1 *ELEVATION MEASURED FROM BASIN SURFACE N/A 0.6 1 , NOT TO SCALE TREATMENT HGL AVAILABLE (FT) N/K �'
*30 MIL LINER NOTE: 30-MIL IMPERMEABLE LINER FOR BIORETENTION CONFORM TO THE FOLLOWING PEAK BYPASS REQUIRED (CFS) - IF APPLICABLE OFFLINE SPECIFICATIONS: SPECIFIC GRAVITY (ASTM D792): 1.2 (G/CC, MIN.); TENSILE (ASTM D882): 73 PIPE DATA cE MATERIAL DIAMETER ` h (LB/IN-WIDTH, MIN); ELONGATION AT BREAK (ASTM D882): 380 (%, MIN); MODULUS (ASTM D882):
30 (LB/IN-WIDTH, MIN.); AND TEAR STRENGTH (ASTM D1004): 8 (LB/IN, MIN); SEAM SHEAR INLET PIPE 1 305.45 PVC 12 ❑ STRENGTH (ASTM D882) 58.4 (LB/IN, MIN); SEAM PEEL STRENGTH (ASTM D882) 15 (LB/IN, IN).

INLET PIPE 2 N/A N/A N/A
E�
° e SEE COLORADO LINING INTERNATIONAL PVC 30 OUTLET PIPE 304.58 RCP 18" - HTTP: //WWW.COLORADOLINING.COM/PRODUCTS/PVC.PDF) OR APPROVED EQUAL.

PRETREATMENT BIORL IRA TION DISCHARGE �0 INLET PIPE >F14 40WD �O"
GE DRAIN OUTLET PIPE
RIM ELEVATION 314.50 314.50 314.50 SEE NOTES C DOWN LINE SEE NOTES 6" 8 ' 6" SURFACE LOAD PEDESTRIAN PEDESTRIAN PEDESTRIAN PLAN PLAN VIEW 9_O.

FRAME & COVER 3EA 030" 3EA 36" X 60" 2EA O3O" FRAMES AND COWRS SHIPPED LOOSE TO L EFT END VIEW WETLANDMEDIA VOLUME (CY) 11.41 BE GROUTED INTO PLACE BY CONTRACTOR. C/L A4 0VLE CA HATCH ORIFICE SIZE (DIA. INCHES) 02.58 EA 314.50 I NOTES: PRELIMINARY NOT FOR CONSTRUCTION. UPSTREAM BYPASS TO T-11199 OP OF RIM BE SET AT JOZ66. RISERS o MALE NATIONAL PIPE THREAD INSTALLATION NOTES ,- PVC ADAPTER CAST �1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND IN SIDE OF RISER WALL :::::, RISER WALL INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND 70ULT APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE VA

MANUFACTURERS' SPECIFICATIONS, UNLESS OTHERWISE STATED IN MANUFACTURER'S CONTRACT. ° ° GRA VEL STORAGE L A Q R

2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER TREATMENT UNDERDRAIN ORIFICE RECOMMENDS A MINIMUM 6 A LEVEL ROCK BASE UNLESS SPECIFIED BY UPSTREAM BYPASS THREADED FEMALE NATIONAL THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE FOR VERIFYING - - - - - - - - - - - - FLOW a PIPE THREAD PVC CAP inc, — -i 6" FRENCH DRAIN, bhA,PROJECT ENGINEERS RECOMMENDED BASE SPECIFICATIONS. s WITH DRILLED ORIFICE PERFORATED PVC PIPE

4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING RSER Dand p0annhg, dyfl engheedngo suryeyhgo PIPES. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF i 5115 A VE N I D A E N C I N A S CONCRETE (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF ° °a° SUITE 1"° ° ° ° OUTFLOW PIPE MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. _ ___ _ =III= =
ALL PIPES SHALL BE SEALED WATERTIGHT PER MANUFACTURERS � � � � ' � ` i CARLSBAD, CA. 92008-4387T (760E OUT A —I I I I I I I I I I I I�III—III STANDARD CONNECTION DETAIL. I — — ) 931-8700

5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL PIPES, RISERS, 6 BOTTOM OF BASIN MANHOLES, AND HATCHES. CONTRACTOR TO USE GROUT AND/OR 6w 24�-Off °60 RIGHT END VIEW - ° BRICKS TO MATCH COVERS WITH FINISHED SURFACE UNLESS SPECIFIED 255-O ° ° OTHERWISE.

6. CONTRACTOR RESPONSIBLE FOR CONTACTING BIO CLEAN FOR ELEVATION VIEW ° ACTIVATION OF UNIT MANUFACTURERS WARRANTY IS VOID WITHOUT TREATMENT FLOW (CFS) 0.611 PROPER ACTIVATION BY A BIO CLEAN REPRESENTATIVE.

OPERATING HEAD (FT) 3.0 6 BMP EXHIBIT PERFORATED PVC PIPE ° ° ° ° °
PRETREATMENT LOADING RATE (GPM/SF) 1.8 UNDERDRAIN ORIFICE ° CAMINO LARGO THREADED FEMALE NATIONAL °
GENERAL NOTES WETLAND MEDIA LOADING RATE (GPM/SF) 1.0 PIPE THREAD PVC CAP a ° CITY OF VISTA CALIFORNIA

1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. PROPRIETARY AND CONFIDENTIAL: ► ►► WITH DRILLED ORIFICE ° a ° ° ° M o T�a�vb� MWS-L-8-24-5 -14 -V-UG °

2. ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO THE rNFOwwN cONTAINED IN THrs DocuMENT Is THE sort I I���' STORM WA TER BIOFI L TRA TION SYSTEM 1 CHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS „w,,, ,,,M � a7,a� IF PROPERTY W FTH REO AND 1B USQ, lEP rHrs DxuMENT RESTRICT 0 R CAP DETAIL BMP 1 „� ,Gg%ml .147�, NOR ANY PART THEREOF, MAY W USED REPRODUCED OR MODIAED STANDARD DETAIL AND ACCESSORIES PLEASE CONTACT BIO CLEAN. z ��e � v r�rrMs av IN ANY MANNER WITH OUT THE WRITTEN CONSENT OF FORTERRA. A Fortma Cam pany NOT To SCALE SHEET 2 OF 3 K:\CidIo33,N1.At 1/G\SWMP\BMP_TSM.dwg, 3/29/20224:22:35 PM PH2 Page 73 of 165

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Front Elevations

ARCHITECTURE - PLANNING - INTERIORS
Copyright 2021 Basseni�an I Lagoni Archileo#s C A M I NO L A G 0 12 . 16 . 2 1 ` , 0 Vista , California
d 6 Cal *iforniaWest .,, 0 2 4 81289
A Legacy of Fine
08/ 3/ 0 PH2 `+'age 74 of 1,,

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i HOME MANAGEMENT --- -- MASTER 18 LjI❑ ❑ Ct I GREAT BEDROOM I ROOM - - - - - - - - - - - - - - - - - - - - - - -�, I o 15 8 X 15 0 P
8 9 X 15 2 ` MINIMUM 160 CUBIC FEET OF OVER HEAD STORAGE LINEN
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5 0 . 0 0 29129 SQ. FT.

TARGET: 2,000 SQ. FT.
4 BEDROOMS / 3 BATHS
2 - CAR GARAGE

FLOOR AREA TABLE
I ST FLOOR 992 SQ. FT.
2ND FLOOR 1 , 137 SQ. FT.

TOTAL 2, 129 SQ. FT.
2 - CAR GARAGE 429 SQ. FT.

PORCH 44 SQ. FT.

PL A N I NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION Bassenian I Lagoni
Reflects Santa Barbara Elevation

ARCHITECTURE - PLANNING - INTERIORS
Copyright 2022 Bassenian I Lagoni Architects C A M I N O L A R G O 12 . 1 6 . 2 1 ' 1 . 61 - . 11 Vista , California . ' „ Cal *iforniaWest 0 2 4 s 549 . 21 289
A Legacy of Fine Living
o$i23i2o22
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FINISH GRADE
FIGHT
Bassenian Lagoni
Santa Barbara Elevation
ARCHITECTURE • PLANNING • INTERIORS
Copyright 2021 Bassenian I Lagoni Archilects C A M I N 0 L A R G 0 12 . 16 . 2 1 1 1NNM. r +� Vista , California
. 0 2 4 8 Cal 'iforniaWest 9 . 189
08/23/2022 PH2 A Legacy of n 9 n a , 76 of 165

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BA. 2
/
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5 0 . 0 0 ' 29129 SQ. FT.

TARGET: 2,000 SQ. FT.
4 BEDROOMS / 3 BATHS
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I ST FLOOR 992 SQ. FT.
2ND FLOOR 1 , 137 SQ. FT.

TOTAL 29129 SQ. FT.
2 - CAR GARAGE 429 SQ. FT.

PORCH 59 SQ. FT.

PL A N I NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION Bassenian I Lagoni
Reflects Farmhouse Elevation

ARCHITECTURE - PLANNING - INTERIORS
Copyright 2022 Bassenian I Lagoni Architects C A M I N O L A R G O 12 . 1 6 . 2 1 ' -' Vista , CaliforniaCal *iforniaWest ' '` 0 2 4 s 549 . 21289
o$i23i2o22 A Legacy of Fine Living PH2 age 11 of 165

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I
i I I I I I ibo
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I I I I I I IC> 1 I I I I I I r I 1 I I I # I L____:__J -------J OD I I I � � I I I I E I I L- - - - - - - - - - - - I
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RIGHT
ssenin L on PLAN
Farm h o u se Elevation
ARCHITECTURE • PLANNING • INTERIORS
opydght 2021 Basseniap I Lagoni Architects C A M I N 0 L A R G 0 12 . 16 . 2 1 •, ' Vista , California
44 Cal *iforniaWest , . ; 0 2 4 Is549 . 2 1289
08/23/2022 A - n Livings e 18011111 PH2 9

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4 BEDROOMS / 3 BATHS
2 - CAR GARAGE

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I ST FLOOR 992 SQ. FT.
2ND FLOOR 1 , 137 SQ. FT.

TOTAL 29129 SQ. FT.
2 - CAR GARAGE 429 SQ. FT.

PORCH 44 SQ. FT.

PL A N I NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION Bassenian I Lagoni
Reflects Sanish Ranch Elevation
ARCHITECTURE - PLANNING - INTERIORS p
Copyright 2022 Bassenian I Lagoni Architects C A M I N O L A R G O 12 . 1 6 . 2 1 ' -' Vista , CaliforniaCal *iforniaWest 0 2 4 s 549 . 21289
o$i23i2o22 A Legacy of Fine Living PH2 age 19 of 165

TOP OF MIDGE TOP OF RIDGE --- ----� --- --- - --- -- - ---------- j N-
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FINISH GIRD
RIGHT
Bassenian Lagoni P L .A N I
ARCHITECTURE • PLANNING • INTERIOR S pan1 s h Raneh El e v a tl o r1 Copyright 2021 Basseniari I Lagod Architects C A M I N 0 L A R G 0 12 . 16 . 21 41 Vista , California
441
It Cal *iforniaWes , . ; 0 2 4 ' 549 . 2 1289
08/23/2022 g °- n e Living, PH2 9 e 80 of 165

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F A R M H 0 U S E S P A N I S H R A N C H Bassenian Lagoni PLAN 2
Front Elevations
AR CHITECTURE • PLANNING • INTERIORS
Copyright 2021 Bassentan I Lagoni Architects C A M I N 0 LA RG 0 12 . 16 . 2 1 i ` li Vista , California
0 2 4 s Cal 'iforniaWest 549 . 2 1289
08/23/2022 PH2 -Legacy Fine 9 n a e 81 of 111

DN
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145 X I l 0 I 6 0 I / \ 10- x11 — BEDROOM 4 Z- - - - - - - - - - - - -- - - - - - - - - - -� 5ToleAee IIJ
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1n I I PLAN 2 29236 SQ. FT.

TARGET: 2, 150 SQ. FT.
50 . 00 4 BEDROOMS / 3 BATHS / LOFT / OPT. BEDROOM 5
2 - CAR GARAGE

FLOOR AREA TABLE
I ST FLOOR 19021 SQ. FT.
2ND FLOOR 19215 SQ. FT.

TOTAL 2,236 SQ. FT.
2 - CAR GARAGE 428 SQ. FT.
• PLAN 2 PORCH 69 SQ. FT.

Bassenian I Lagon e Reflects Santa Barbara Elevat on NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION i

ARCHITECTURE - PLANNING - INTERIORS
Copyright 2022 Bassenian I Lagoni Architects C A M I N O L A R G O 12 . 1 6 . 2 1 ' Vista , California
1 „ Cal *iforniaWest 0 2 4 s 549 . 21 289
A Legacy of Fine Living
o8i23i2o22
PH2 age 82 of 111

TOP OF RIDGE TOP OF FRIDGE ZL AL AL AL
at Mak
' uC>00 Ld
C------------------- --------- - - - n. + @ENHANCED ELEVATION
-- ------------- ------------ ----I -- --- -- -- — Y'

FENCE LIME
- - -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — i
- - - --
FINISH GRADE FINISH GRADE REAR FRONT A 1/4"= 1 '-0"

TOP OF RIDGE
' !-4
00 - -- - - - - -- - + — — — — - - - - - 3-5,12 I
( ENHANCED ELEVATION — — — — — — —— — — — I . I I

FENCE LINE
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - f I 00 I
I
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LEFT
TOP OF RIDGE L
I I
- - - - - - - - - - - -
I
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-------3 EVE. 121, ROOF MATERIAL: C NCRETE T TILE
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- - - -� +
a,ENHANCED ELEVATION
LaiFENCE LINE

FINISH GRADE
RIGHT
Bassenian Lagoni
Santa Barbara Elevation
ARCHITECTURE • PLANNING • INTERIORS
Copyright 2021 Basseman I Lagem Architects C A M I N 0 L A R G 0 12 . 16 . 2 1 931 f r W04• -vj,, .,fir} ♦ � Vista , California
lel +1 94S 553 9100 1 0 2 4 a CaliforniaWest 08/23/2022 PH2 A Legacy of n 9 na e 83 of 165

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t I
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LAU. BA. 2
III
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1n I I PLAN 2 2,236 SQ. FT.

TARGET: 2, 150 SQ. FT.
50 . 00 4 BEDROOMS / 3 BATHS / LOFT / OPT. BEDROOM 5
2 - CAR GARAGE

FLOOR AREA TABLE
I ST FLOOR 19021 SQ. FT.
2ND FLOOR 19215 SQ. FT.

TOTAL 2,236 SQ. FT.
2 - CAR GARAGE 428 SQ. FT.

PORCH 69 SQ. FT.

Bassenian I Lagoni PLAN 2
Reflects Farmhouse Elevation NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION

ARCHITECTURE - PLANNING - INTERIORS
Copyright 2022 Bassenian I Lagoni Architects C A M I N O L A R G O 12 . 1 6 . 2 1 ' Vista , California
Cal *iforniaWest
0 2 4 s 549 . 21289
A Legacy of Fine Living
o8i23i2o22
PH2 age 81 of 111

TOP OF RIDGE TOP OF RIDGE ���� � T. ,____��T�� Tom, - + - . . .__.__ -•,J� ,_- ..,--.,� . ,____ �,____ ,.., , I I I I
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-- ------J I Ico I - - ------------------------------� +
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— — — — — — — — — — — — — — — — rt — — — — — — — — — — — I I j ON
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r- _ --
00 I I I k ! ■ I ! ■
I 1 I
f I 1 I I I I M I I Iai
k I I I 1
k I 1I I I k I
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ENHANCED ELEVATION — — —— — — — — — — — I I I
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T L - - - - - - - - - - - - J ---*.tom-. _ --- .,--•-• ---- -T ----« 4 ROOF PLAN
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I I �
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I I I I
00 I I
I I I I
I

FINISH RADII
RIGHT
Bassenian PLAN 2
Farm h o use EIevatl on
ARCHITECTURE • PLANNING • INTERIORS
Copyright 2021 Bassenian I Lagenl ArchRects C A M I N 0 L A G 0 12 . 16 . 2 1 Vista , California
44 Cal 'iforniaWest 08/23/2022 Legacyf Fine n v e 85 of 165 PH2 9

I
I
5'-011 37'-0" 8,-0" O
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- I I
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zz L.F.

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BATH 76 X138
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LAU. BA. 2
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FLOOR AREA TABLE
I ST FLOOR 19021 SQ. FT.
2ND FLOOR 19215 SQ. FT.

TOTAL 2,236 SQ. FT.
2 - CAR GARAGE 428 SQ. FT.

PORCH 58 SQ. FT.

Bassenian I Lagoni PLAN 2
Reflects Spanish Ranch Elevation NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION ARCHITECTURE • PLANNING • INTERIORS
Copyright 2022 Bassenian I Lagoni Architects C A M I N O L A R G O 12 . 1 6 . 2 1 ' Vista , California
Cal *iforniaWest
0 2 4 s 549 . 21289
A Legacy of Fine Living
o8i23i2o22
PH2 age 8101111

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Bassenian Lagoni PLAN 2
ARCHITECTURE • PLANNING • INTERIORS p
� I� i Ranch � Iatir�
Copyright 2021 Basseman I Lagom Architects C A M I N 0 L A R G 0 12 . 16 . 2 1 0 2 4 a Cal 'iforniaWest 08/23/2022 4 Legacy f n n q PH2 9 e 87 of 165

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2 - CAR GARAGE 429 SQ. FT.

PORCH 48 SQ. FT.

Bassenian I Lagoni PLAN 3
Reflects Santa Barbara Elevat on NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION i

ARCHITECTURE - PLANNING - INTERIORS
Copyright 2022 Bassenian I Lagoni Architects C A M I N O L A R G O 12 . 1 6 . 2 1 ' Vista , California
1 „ I O r n I e 0 2 4 s 549 . 21 289
A Legacy of Fine Living
o8i23i2o22
PH2 age 8101111

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ARCHITECTURE • PLANNING • INTERIORS
Copynght 2021 Bassenian I Lagonp Archktects C A M I N 0 L A R G 0 12 . 16 . 2 1 it Vista , California
Cal *iforniaWest
9 . 19
08/23/2022 A Legacy - Fine Livings e 90 of 165 PH2 9

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2ND FLOOR 1 ,310 SQ. FT.

TOTAL 2,374 SQ. FT.
2 - CAR GARAGE 429 SQ. FT.
• PLAN 3 PORCH 35 SQ. FT.

Bassenian I Lagon e Reflects Farmhouse Elevation NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION

ARCHITECTURE - PLANNING - INTERIORS
Copyright 2022 Bassenian I Lagoni Architects C A M I N O L A R G O 12 . 1 6 . 2 1 ' Vista , California
1 „ Cal *iforniaWest 0 2 4 s 549 . 21289
A Legacy of Fine Living
o$i23i2o22
PH2 age 91 of 165

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Farm o use Eievati on

ARCHITECTURE - PLANNING - INTERIORS
Copyright 2021 Basserlran I Lagenl Architects C A M I N 0 L A G 0 12 . 16 . 2 1 ¢ � ,•� j :: �' i Vista , California • Cal I o r I e
F0 2 4 ' 549 . 2 1289
A Legacy f Fine 08/23/2022 n PH2 a9 e 92 of 165

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FLOOR AREA TABLE
I ST FLOOR 19064 SQ. FT.
2ND FLOOR 1 ,310 SQ. FT.

TOTAL 2,374 SQ. FT.
2 - CAR GARAGE 429 SQ. FT.

PORCH 45 SQ. FT.

Bassenian I Lagoni PLAN 3
Reflects Spanish Ranch Elevation NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION ARCHITECTURE • PLANNING • INTERIORS
Copyright 2022 Bassenian I Lagoni Architects C A M I N O L A R G O 12 . 1 6 . 2 1 ' Vista , California
1 „ Cal *iforniaWest 0 2 4 s 549 . 21289
A Legacy of Fine Living
08/23/2022
PH2 age 93 of 111

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ARCHITECTURE • PLANNING • INTERIORS p
Copyright 2021 Bassentan I Lagem Architects C A M I N 0 L A R G 0 12 . 16 . 2 1 Alt. , California
Cal 'iforniaWest
. , , ; 9 . 19
08/23/2022 PH2 9 A Legacy of Fine na e 94 of 165

General Plan Amendment
APN 1592400700
Existing e
�'•.� ♦,♦♦ Rural
'•, ♦♦♦ Residential
Neighborhood; ♦.♦'♦ Rural Residential (RR)
Commercial . ♦♦ (RR)
(CN) ♦♦♦♦
2-
��� Low Density Residential (LD)
Parks and 9�
Recreation
(PR)
Medium Density Residential (MD)
Proposed
•� •
♦♦♦•.♦ ♦♦♦♦♦ Rural
�• ♦♦' Residential
Neighborhood: .♦' Medium Density (RR)
Commercial ■ ♦'♦ Residential
(CN) ♦.'♦ (MD)
4s
Low Density Residential (LD)
Parks and 9�
Recreation
(PR)
Medium Density Residential (MD)
08/23/2022 PH2 Page 95 of 165

RESOLUTION NO. 2022-

A RESOLUTION OF THE CITY COUNCIL OF THE CHARTERED CITY OF

VISTA, CALIFORNIA, DENYING A GENERAL PLAN AMENDMENT, ZONE

CHANGE, SITE DEVELOPMENT PLAN AND TENTATIVE SUBDIVISION MAP FOR 46 SINGLE-FAMILY HOMES LOCATED AT 2123 N. SANTA FE AVENUE APPLICANT: CALIFORNIA WEST COMMUNITIES
PLANNING CASE NO. P21-0300
The City Council of the City of Vista does resolve as follows:

1. Findings. The City Council hereby finds and declares the following:

A. Pursuant to Section 18.48.020 of the Vista Development Code, the applicant, California West Communities, has submitted an application for a project located at 2123 N. Santa Fe Avenue, as follows:

A General Plan Amendment, Zone Change, Site Development Plan and Tentative Subdivision Map to construct 46 single-family dwelling units on a 9.3-acre site located at 2123 N. Santa Fe Avenue. The project proposes to construct 46 homes, open space amenities, guest parking, and associated site improvements.

B. On July 19, 2022, the Planning Commission held a duly noticed public hearing to consider the request for the Mitigated Negative Declaration and Mitigation Monitoring and Reporting Program, a General Plan Amendment, Zone Change, Site Development Plan and Tentative Subdivision Map on a property generally described as follows:

A 9.3-acre parcel located at the northeast corner of N. Santa Fe Avenue and Camino Largo, addressed as 2123 N. Santa Fe Avenue, and also known as Assessor's Parcel Number 159-240-07-00.

C. On July 19, 2022, the Planning Commission did not take action regarding the Mitigated Negative Declaration and proposed Mitigation Monitoring and Reporting Program and, at said hearing, the Planning Commission adopted Resolution 2022-13, recommending City Council denial of the proposed General Plan Amendment, Zone Change, Site Development Plan and Tentative Subdivision Map; D. On August 23, 2022, the City Council held a duly noticed public hearing to consider the request for the Mitigated Negative Declaration and Mitigation Monitoring and Reporting Program, General Plan Amendment, Zone Change, and Tentative Subdivision Map for the project site located at 2123 N. Santa Fe Avenue; E. Following the recommendation of the Planning Commission, the General Plan Amendment, Zone Change, Site Development Plan and Tentative Subdivision P18-0117 res EXHIBIT 4
08/23/2022 PH2 Page 96 of 165

RESOLUTION 2022-

CITY COUNCIL OF THE CHARTERED CITY OF VISTA
PAGE 2
Map, including the Conditions of Approval attached as Exhibit A, were presented to the City Council for a final decision;
F. At the public hearing staff reports both written and oral were received in evidence, and all persons desiring to speak on the project were heard. At the conclusion of said hearing, after consideration of all evidence presented, the City Council made certain findings and reached a decision on the project as hereinafter set forth.

2. Action.

A. The above recitations are true and correct.

B. The City Council does not make the following findings with regard to the request for a General Plan Amendment and Zone Change for 46 single-family homes as proposed by the applicant:

1. The General Plan, Land Use and Community Identity (LUCI) Element, Goal 2 promotes the preservation and enhancement of neighborhoods that share common development patterns, topography, major streets, and zoning patterns.

The proposed General Plan amendment for 46 single-family homes on a 9.3-acre site would not be compatible or consistent with existing surrounding single-family residential development and their large lot sizes. The proposed amendment would also not help preserve existing semi-rural neighborhoods that are found near the project site.

2. The proposed Zone Change from A-1 (Agricultural) for single-family residential use and other related uses to R-1-13 (Residential) small lot development would allow for residential development at much higher density compared to existing one dwelling unit per acre zoning for the subject property and some nearby large lot properties abutting the site. At the same time, the proposed zone change would diminish the amount of rural zoned land that is currently available in the city.

C. The City Council does not recommend approval of the request for a Site Development Permit to develop 46 single-family homes, including associated site improvements, as that approval is predicated upon consistency with all applicable elements of the General Plan and Development Code regulations. Consistency with the General Plan proposed designation for the project site of Medium Density (MD) residential cannot be found absent approval of the General Plan Amendment and Zone Change.

D. The City Council does not recommend approval of the request for a Tentative Subdivision Map as that approval is predicated upon consistency with all general and specific plans. Consistency with the General Plan proposed designation for the project site of Medium Density (MD) residential cannot be found absent approval of the General Plan Amendment and Zone Change.

P21-0300 res
08/23/2022 PH2 Page 97 of 165

RESOLUTION 2022-

CITY COUNCIL OF THE CHARTERED CITY OF VISTA
PAGE 3
E. In view of the necessary findings, and considering the applicable law, the decision of the City Council is to deny the General Plan Amendment, Zone Change, Site Development Plan, and Tentative Subdivision Map to develop 46 single-family homes and associated site improvements on 9.3 acres of land located at 2123 N. Santa Fe Avenue (APN 159-240-07-00).

3. Adoption. DENIED at a regular meeting held on the 23rd day of August, 2022, by the Vista City Council by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

JUDY RITTER, MAYOR
APPROVED AS TO FORM: ATTEST:

Walter Chung, Acting City Attorney Kathy Valdez, City Clerk By: By:

Exhibits:

A. Project Plans

APPROVED
Walter Chung
201606891257738
P21-0300 res
08/23/2022 PH2 Page 98 of 165

ABBREVIATIONS ]EN I "A TI VE S UBDI VISION MAP I P21 -0300 SHEET 1 OF 11 SHEETS
AC - ASPHALT CONCRETE MH - MANHOLE GAMING LARGO BC - BEGIN CUR VE PCC - POIN T OF COMPOUND CUR VE LEGEND: B VC - BEGIN VERTICAL CURVE PRC - POINT OF REVERSE CURVE O WNER S BW - BOTTOM OF WALL R - RADIUS
EXISTING FIRE HYDRANT C&G - CURB AND GUTTER RCP - REINFORCED CONCRETE PIPE WE HEREBY CERTIFY THAT WE ARE THE RECORD OWNERS OF THE CDS - CUL-DE-SAC RT - RIGHT PROPERTY SHOWN ON THIS TENTATIVE SUBDIVISION MAP AND THAT __________= EXISTING SD CL - CENTERLINE RW - R/GHI OF-WAY y �° '"V - I\� �T__ '���5__�. � SAID MAP SHOWS OUR ENT/RE CONTIGUOUS OWNERSHIP (EXCLUDING (s) (s) (s) (s) (s) (s) EXISTING SEWER CO - CLEANOUT SF - SQUARE FEET - "� ns 3' _; \` J ? SUBDIVISION LOTS). WE UNDERSTAND THAT PROPERTY /S CONSIDERED CTR - CENTER SS - SANITARY SEWER CONTIGUOUS EVEN IF IT /S SEPARATED BY ROADS, STREETS, UTILITY (W) (W) (W) (W) (W) (W) EXISTING WA TER LINE DC - DEPRESSED CURB SD - STORM DRAIN ` ,� � �.,, ��� �'`�� �=� `� EASEMENTS OR RAILROADS R/GHTS-OF-WA Y.

EC - END CURVE SDRSD- SAN DIEGO REGIONAL 'q % EXISTING EASEMENT EG - EXISTING GROUND STANDARD DRAWING4 OWNER 800 EXISTING CONTOURS EP - EDGE OF PAVEMENT SW - SIDEWALK \ EVC - END VERTICAL CURVE TC - TOP OF CURB KYUN TAE K/M I FRANK SOHAEI, TRUSTEE OF THE FALOR FAMILY TRUST (E) (E) (E) (E) (E) (E) EXISTING ELECTRIC LINE FFC - FRONT FACE OF CURB TW - TOP OF WALL _ _--`-�,-_���� __ -- __ ��`- _ "--- - - - - ="-`=-==� `-``
FL - FL0WLINE TYP - TYPICAL 2359 Pl0 /CO DRIVE (T) (T) (T) (T) (T) (T) EXISTING OVERHEAD TELEPHONE LINE - �_ - -- --; v ' _ CARLSBAD CA. 92008 _ 1 -_ y
FG - FINISHED GRADE VC - VERTICAL CURVE c - ___-_--- --- ______, .� � - - � � � \ 4 '_- . o � -(OH) (OH) (OH) (OH) (OH) (OH)- EXISTING OVERHEAD ELECTRIC LINE GB - GRADE BREAK - Y \�\�, ' \\ `��~` ' (760) 420-1267 yjHP - HIGH POINT �:__ LOT GROSS SF NET SF LOT GROSS SF NET SF of cAtit� (2: 1 MAX) O \ %�� r �� i _-----__ N> 1 6,409 6,409 28 11,304 11,304 2� 11,944 11,944 29 4,394 4,394 I \v \v \v \v PROPOSED DAY LITE �' i �� APN i`°"�/ "� \ 07-05-22 y y
O 5 3 7,239 7,239 30 4,300 4,300 \ 0- RONALD L. HOLLOWA Y RCE 29271 EXP. 3-31-23 DA TE w w w w w w PROPOSED WATER LINE j 4 4,590 4,590 31 4,300 4,300 5 4,885 4,885 32 4,300 4,300
PROPOSED CONTOURS \ �� ___ �oN� LEGAL DESCRIPTION F 11
1 2 0-2 ��� s / 6 5,050 5,050 33 4,853 4,229 C PROPOSED CUT / FILL LINE O \�� /6 \ / 7 5,050 5,050 34 5,263 4,512 THA T PORT/ON OF THE EAST 1/2 OF SECTION 12, TOWNSHIP 11 PROPOSED CONCRETE SWALE \\ - y'�� \ - v 8 5,934 5,085 35 41500 4,500 SOUTH, RANGE 4 WEST SAN BERNARDINO MERIDIAN, BEING WITHIN -" _ N9 9 4,712 4, 106 36 4,500 4,500 THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA.

PROPOSED STREET LIGHT
J 10 4,200 4,200 37 4,500 4,500 AERIAL TOPOGRAPHY PROPOSED RETAINING WALL \ \� r 11 4,200 4,200 38 16,081 16,081 PROPOSED CURB & GUTIER ' o �� 12 4,336 4,336 39 10,861 10,861 AERIAL TOPOGRAPHY SUPPLIED BY- INLAND AERIAL SURVEYS, INC., -- a,
____________ 7117 ARLINGTON AVE., SUITE A, RIVERSIDE CA. 92503, ----------------------------------------- PROPOSED STORM GRAIN '�O /� �`- � __, 3,949 3,949 40 4,959 4,959 . .',� 13 AS JOB# 21-11292, FLOWN ON 8-04-2021. £° - - 14 6,681 6,681 41 4,544 4,544 I ! PROPOSED CATCH BASIN `�•,, � �����•, � 15 11,215 11,215 42 5, 139 4,486 w
100' So' 0 100 200 30o GENERAL NOTES:

PROPOSED FIRE HYDRANT -- _____ \ J \� 16 4,971 4,971 43 5,505 4,755 �,,,-ed area -
W W W - D� `, 17 5,350 5 350 44 5,168 5, 168 PER V.LD. STANDARDS '_____-------------- �� . SCALE: 1 = 100 1. APN: 159-240-07 18 5,350 5,350 45 5,147 5,147
W W W W W W PROPOSED WATER LINE 19 5,350 5,350 46 9,968 9,968 2• TOTAL ACREAGE- 9.3 20 6,279 5,375 A 16,219 15,460 J. NUMBER OF LOTS. 46 (EXCLUDING LOTS A & B-BASINS & FUTURE PROPOSED EXISTING 21 5,135 4,466 B 14,923 14, 153 LOTS C, D, E, F, G & H-PRIVATE STREET) RW 100' RW RW 22 4,550 4,550 C 20,509 EXISTING CENTERLINE PER PORTION OF EXISTING RW TO 23 4,550 4,550 D 16,016 4• NUMBER OF DWELLING UNITS. 46 SITE RW VARIES CL DWG. NO. J81 J BE VACATED AND SEWER 24 4,550 4,550 E 17,825 5. EXISTING ZONING. A-1 SINGLE F/M/L Y RESIDENTIAL/1 AC MIN. A-1 ZONE 50' 50' RE-LOCATED TO RW 25 4,479 4,479 F 20,033 PROPOSED ZONING: R-1-B (SMALL LOT DEVELOPMENT) 0 10' 52' 8' 8' 32' 10' VARIES 26 4,009 4,009 G 15,219 6. EXISTING GENERAL PLAN. RR RURAL RESIDENTIAL 1 DU/AC (CITY OF VISTA) 27 6,645 6,645 H 4,807 PROPOSED GENERAL PLAN: MEDIUM DENSITY RESIDENTIAL 10 DU/AC (CITY OF VISTA)

IN LIEU FEE TO BE PAID
Z FOR CENTER MEDIAN 2% <7,

7. F/N/SH GRADES SHOWN HEREON ARE APPROX/MATE AND ARE SUBJECT 2q 4% TO CHANGE IN FINAL DESIGN.

I- -4q 60' PUBLIC UTILITY EASEMENT PROPOSED 5' SIDEWALK 8. PROPOSED DENSITY- 5 DU/AC �P 2•
5' SIDEWALK PER 6" CURB PER EXISTING PER SDRSD G-7 LANDSCAPE R/�y R/W 50' PRIVATE STREET EASEMENT LANDSCAPE 9. CUT AND FILL SLOPES NO STEEPER THAN 2. 1 SDRSD G-7 (FUTURE) SDRSD G-1 PAVEMENT PARKWAY PARKWAY 10. PUBLIC SERVICES AND DISTRICTS. 6" CURB & GUTIER PER PROPOSED 6 CURB 6' 40' CURB TO CURB 6' (FUTURE) PER SDRSD G-I GAS AND ELECTRIC : SAN DIEGO GAS AND ELECTRIC COMPANY SDRSD G-2 (FUTURE) 5" AC OVER 8" CLASS 2 BASE MIN. PER CITY OF VISTA 5' 5' 20' 20' 5 5' TELEPHONE : AT&T SHEET INDEX STANDARD. IMPROVE TO CL AS RECOMMENDED PER SOILS WA TER : VISTA IRR/GA TION DISTRICT ENGINEER AND AS APPROVED BY THE CITY OF VISTA.

SHEET 1 TITLE SHEET NOR TH SANTA FE TI-B•5 2: 1 2� 2% 29 2% 2: 1 SEWER CITY OF VISTA SHEET 2 PLAN VIEW MAX. MAX.

FIRE DISTRICT : CITY OF VISTA
SHEET 3 PLAN VIEW (UL TIMA TE IMPROVEMENT) SCHOOL DISTRICT VISTA UNIFIED SCHOOL DISTRICT
SHEET 4 LOT DIMENSIONS (PUBLIC) 5' SIDEWALK PER 5' SIDEWALK PER SHEET 5 DETAILS NOT TO SCALE SUBDIVISON AC PAVEMENT OVER SHEET 6 SIGHT DISTANCE BOUNDARY SDRSD G-7 CLASS 2 BASE SDRSD G-7 11. PROPOSED SETBACK: FRONT - 20' GARAGE 78 SHEET 7 STORM DRAIN CROSSING
6" CURB & GUTTER 6" CURB & GUTTER 10' HOUSE SHEET 8 EXISTING CONDITIONS PER SDRSD 13-2 pR OPOSED PRIVATE STREETS PER SDRSD G-2 REAR SIDE - 5' SHEET 9 BMP EXH/BI T 10 SHEET 10 BMP DETAILS EXISTING 56' PRIVATE ROAD & UTILITY EASEMENT (PRI VA TE) 12. SEE STORM WA TER M/T/GA TION PLAN PREPARED BY.• BHA INC.

SHEET 11 BMP DETAILS 8' PROPOSED 40' PRIVATE ROAD & UTILITY EASEMENT 8' NOT TO SCALE DATED: 8120121, TITLED: PRIORITY DEVELOPMENT PROJECT, STORM WATER LOCATIONMAP EASEMENTS 20' QUALITY MANAGEMENT PLAN FOR CAMINO LARGO.

PORTION IT ESMT EXIST SEWER EASEMENT 13. SEE PRELIMINARY DRAINAGE STUDY PREPARED BY- BHA INC., NO SCALE TO BE QUITCLAIMED PROPOOED LOT LINE TO VISTA & WATER AN EASEMENT FOR PUBLIC ROAD PURPOSES TO THE COUNTY OF SAN DIEGO, 4 PORTION OF ESMT DATED: 8/20/21, TITLED: PRELIM/NARY HYDROLOGY AND HYDRAULIC RECORDED: DECEMBER 6, 1926, IN BOOK 1251, PAGE 469 OF DEEDS. 19 EASEMENT TO OCEANSIDE TO BE QUITCLAIMED REPORT FOR CAM/NO LARGO.

O2 AN EASEMENT FOR PUBLIC ROAD PURPOSES TO THE COUNTY OF SAN DIEGO, PROPOSED PUBLIC 1' 28' MIN. - VARIES (29'-36) 14. SEE PRELIMINARY GEOTECHN/CAL INVESTIGATION PREPARED BY- GEOCON INC.

RECORDED: DECEMBER 6, 1926, IN BOOK 1301, PAGE 119 OF DEEDS. UTILITY EASEMENT 5' 5' 14' VARIES (15'-22) ' O3 AN EASEMENT FOR POLE LINES & UNDERGROUND CONDUITS TO SAN DIEGO CONSOLIDATED GAS DATED: 5117121, TITLED: GEOTECHNICAL DUE DILIGENCE REVIEW, CAM/NO LARGO. & ELECTRIC CO., RECORDED: SEPTEMBER 3, 1930 , IN BOOK 1814, PAGE 157 OF DEEDS. - AC PAVEMENT OVER ® AN EASEMENT FOR POLE LINES & UNDERGROUND CONDUITS TO SAN DIEGO CONSOLIDATED TED GAS & ELECTRIC CLASS 2 BASE EXISTING �r� 2: , 2q - FENCE EAR THWORK QUANTITIES CO., RECORDED: MARCH 6, 1953 , IN BOOK 4774, PAGE 1 OF OFFICIAL RECORDS (NON-PLOTTABLE) MAX. e q CUT 69,765 CY A 56 FOOT WIDE GRANT OF RECIPROCAL EASEMENT TO LINDAGREEN LLC, & KYUN TAE KIM, FRANK - - j - - _ _ FILL: 28,815 CY SOHAEI, TRUSTEE OF THE FALOR FAMILY TRUST, RECORDED: JUL Y 8, 2013, AS F/P J 2013-0426168 OF 4.8 EXISTING GROUND EXPORT 40,950 CY = SIT 5' SIDEWALK PER o GPM� c ,J OFFICIAL RECORDS. SDRSD G-7 Gp �l-
l'V�_ J 6 A 20.00 F00T EASEMENT FOR PIPELINE PURPOSES TO THE CITY OF V/STA, RECORDED: - o ���J O 6 CURB & GUTTER z JUNE 26, 1986, AS F/P # 86-260189 OF O.R. PER SDRSD G-2 i PORTION OF EXISTING PA VEMEN T TO BE ANAL YZED - REVISIONS Jf O7 A 20.00 FOOT EASEMENT FOR WA TERL/NE PURPOSES TO THE CITY OF OCEANSIDE, PROPOSED PUBLIC SHALL MEET STRUCTURAL SECTION REQUIREMENTS No. Description Approved by Date J r l 8 A RECORDED:
�WIDE PRIVATE ROAD EASEMENT5897 OF O.R.GREGORY REVOCABLE TRUST DATED MAY 21, 2003 PER ��/D WATERLINE EXISTING 12" SEWER AND AS APR 8" CLASS 2 BASE PROVED ED BY THE CITY MIN. PER�OILS ENGINEER O (VISTA) EXISTING 42" WA TERLINE TAYLOR ST. DOC. NO. 2018-0166997, REC. 4-26-2018(APN 159-240-14), JACOBS FAMILY TRUST DATED APR/L 23, (OCEANSIDE) 2010 PER DOC. NO. 2010-0205254, REC. 4-26-2010(APN 159-240-05), RICHARD WENDRUCK PER DOC. CAMINO LARGO VICINITY MAP NO. 2017-0426408, REC. 9-18-2017(APN 159-240-06) & WINONA CHALISON PER DOC. NO. (PRIVATE - NO PARKING) 2018-0411102, REC. 10-03-2018(APN 159-240-13).

NO SCALE NOT TO SCALE K:\Civil 3D\1154\DWG\TM\l154-TM-01.dwg, 8/10/2022 1:58:22 PM 08/23/2022 PH2 Page 99 of 165

11EN ] "A TIVE SUBDIVISION MAP P21 -0300 CAMINO LARGO SHEE T 2 OF 1 1 SHEE TS 30' 15' 0' 30' 60' 90' ,; ------------
SCALE: 1 30' - \ APN -"- - ---- -
I 159-240-01 I _---- SUBDIVISION \ ` BOUNDARY 5 `\
I \ _�- EX/STING UTILITY EASEMENT _ APN !
59-240-16 EXl T. POWER POLE 5' :� TO SOG&E, REC. 9/3/193q (0 TE) PROTECT _ / BK 1814, P 157 \, LACE
I\ - 352.5 TW � \. 1 1� , \ , , 347.E FG
\\ EXIST/ G /\ 1 1 ROPOSED 5 -- FH AP PRI TE DRAINAGE �-� = _ LO 7 159 2 -28 I I o I=-1 ,E ENT OVER 6•p1'16 ' P 347.9 EXlS' POWER POLE -LOTS 2, 3, 14 & 15 a 7 10' 6,645 FGROSSINE \ TING (OF
\ R W ,, S G VY/D l ALA _ � / EA _ - —1 - - I 3 rw 5, ,ll `\ SEWER NO TES. -
EA _ _ 1) SEE SEWER MANHOLE DATA LO / TABLE ON SHEET J. \\ rp E 4.6 7W G�� 019.5 FG pAD 3 .5 / / 334. FG ' 1 I 10" 2) ALL PRI VA TE STREETS WILL BE \ \ EAST r 'T _.3 = — LOT 15 i l T LOT 28`\ DEDICATED TO THE BENEFIT OF \ \\ \ (OFFS�TE) pR0 _ 0 10 6,681 SFGRO /NET , LOT 26 .` , ' ` THE CITY OF VISTA AS PUBLIC \ -� C � PAD 319. a ° PAD 334.5 / p 10 \ 344.7 O 1130 SF GROSS ET SEWER EASEMENTS (FULL WIDTH). 11,21 GROSS/NET /N v
\\ \ J \ 7,2 SFGROSS ET °/ \ w1 \ ► 09SF OSS/NET \ �t 3) CONNECTION TO THE EXISTING PRO SED C 8 \ - - �% - \ 319.5 334.5 TW °o OUTLET \ \ ° 5' 318 2 5' I I ° L 334.5 TW 5, 34 . TW 5, s ° , 4 . TW \`\ , SEWER MAIN IN CAM/NO LARGO \ \ \ a �41. IS SUBJECT TO THE TERMS & \ \ `�'� a • s s I ° CONDITIONS LISTED ON THE _ RECORDED REIMBURSEMENT
\ \ \\ -A J 321.2 TW V 6' LANDSCAPE 5' 5' ' LANDSCAPE a 5' �\ AGREEMENT PER DOC. N0.

ED \`r I 318.2 FG / EASEMENT/PARKWAY EASEMENT/PARKWAY ll 1986-162229 REC. 4/25/1986 8" SEWER PER \ SOU AL \� \ LOT 4 T LOT 16 LO 5 LOT AGREEMENT TERM/NA TED 10 \ I YEARS AFTER EFFECT/VE DA TE.

DWG 0. 1970 - \\ \ co T I �� PAD 318.2 ' 332.2 ` — PAD 332.2 I 0 PAD 341. \ _ \ 41.1 �O I I 4 MAINTAIN MINIMUM OF 5 FOOT C�
TO BE ELOCA TE \ 3,9 SF G ,� v I w 4,394 SF GROSS ) \ P 19 cA ^� w S T > 4,971 SF GROSS/NET 4,479 SF GROSS/N L \ \ w I 5� 332.2 TW .` s 332 2 TW 5, �� 1 TW 5' I�l, Is I 341.1 TW SEPARA TION BETWEEN SEWER \ ` 11, 4 SF OS ET I _-- s 1J1 FU y Z -� EG -- _- s� " h 335 2 F lSTIN PUBL/C A _ a 5 - LATERALS AND OTHER *15 T N `` I UNDERGROUND UTILITIES.

EASEMENT 0 THE CO Y 5 , a ` OF SA DIE PER BK 51 \ - ` _ �326.2 FG J L 0-21
0 1�I __ $�G- _ - ,�LZ 9�S `- Q! �J18-3 326.2 FG . 5 PUBLIC i , 5 I 50 PRI ET &e 40' S' 5' ` 5' BLIC ' , , a+ , 5'1 ' PORT/ON OF S . RW l TO BE TED WER II 1 2 2 I I L SEMEN UTILITY EASEMENT l I PUBLIC UTILITY EAS L RELOCA TED l R/W I O I 10, T 19 10 LOT 32 1 p 5 o O PAD 326.1 O w 6' D 307 7 1 PAD 317 . � o � ~�\PAD P 3 i - I 30 O N I `, 5,050 4 S/NET 200 SF G, S/NE w° N I 5,350 SF GROSS/NET 4,559 F S/NET I w cV a I W 4,300 SF GROSS/NET 1 _ I a a s , 07.7 1r I I 5 V a s 18.2 Tlfii 5, 3 TW , I I 150' -- 9 ' 5 s -32L2 F I
I 50
EXIST. 10' W I EE /N III N _ _ _ _ - _ 1 50 5' 5 �I� � `� - 5� I 5' Pt LlC p - \ I I I , LOT 9 --_ TlLIT EAS ENT C� LIT EASEM 5 I ti E L� 8 1 o LOT 20 10 I,� LOT 3 1 1 W o
o PAD 02.7 0 12.8 I ' PAD 313.2-, 1 I AD 321.1 7 E NG I \ w 51 SF 4,71 F Rf SS_\ I w I 3 I -� V w O 4,853 SS l W II 4106 ET Li 6 GROSS` 5 li S SF GROSS 5,085 N \ , s / 5,37� 466SFNET 7 J s 4,229 SFNET ' l PRO .8 TW B11e0SE� - _ �,i �� $ 318.

L R=500 PER OAD _ CURB l - 305.9 FG- J 40 �, CURB INLET 14. FG a 315.6 FG SURVE 0. 3 2 \ fti �� \ - - v o - - - _ N — O
1 00 � � V.C. _ - � _ W W 5+000N - vv' - W - w �L ►v - - - _ ao

3.679 - - q
--------A� - -BVC co ------- 29 .56 294.49 ` RVC 2+00 EVC c� - N BVC �53+0 ) _EVC_ + �S) ) - �- S) 93 _ ��BVC 7+00 0\; 4 294.56 ��CS (S 295.81 3 298.59 SDBDl�S 303 76 N N° � INOARGO (�RIVA 314.76 (S) "� (S)315.76 8+00 BOUNDARY (�',, - W ---- --- --_-- ------------ _---- -----_------ --- --- ----- ---__--�-�_--- ---_--- -- ------_----- __--- - - -- - -_------_--- -_------- ---- ---+ =T -
��CI NG 1 00 N , /�� EXIST. GE I I XISTlNG112" ,SEWER EXISTING 20' WIDE PUBLIC PROPOSED PRI VA TE ROAD PR POSED 8" PUBLIC _GE EXIST i z I DWY OF PVMT. I X 42 EXISTING 56' WIDE PE C TY OF VISTA SEWER EASEMENT TO VISTA, & PUBLIC UTILITY EASEMENT PV WATERLINE (V/D) I ---- -_,- F PVMT EXISTING 12" EWER LINE I TERLI E R CI TY RECIPROCAL D NO/1934 WATERLINE EASEMENT TO 1D EASEMENT TO BE CE E bWG. PRIVATE ROAD & OCEANS/DE AND 20' WIDE RANTED TO APN M PROP SE 3- " PVC TE TO BE R LA ED BE - - \ " MH N0. 1 & H NO. 3 I -153 & 1531 UTILITY EASEMENT / / PRIVATE ROAD EASEMENT TO 159-240-05, 06, 13 & 14 --------------do- ti PROPOSED PR/VATS _-___ OVER PIPES UNDER 12 S WER & } _ "JULY 8, 2013" TO APN 159-240-05, 06, 13 & 14 \ I� :v III, „ OVER �2 WA ER - SEE SH ET 7 _ � � J J STORM DRAIN = _ _ ------------- I � PROPOSED - N I lS _ CLEANOUT, WY� REPLACED WITH 40' / - - ----- `\ � 18 CP 15 � -32 I PRIVATE ROAD APN � 159 0 1 U �--1 WALL NOTE:

TYPE A-7 ,-r--I EASEMENT 159-240-33 - ALL WALLS TO BE 4.9' \ /N HEIGHT MAX.

COA( T PROPOSED 18 EX/STING PRI VA TE RCP J' -T0 EXIST ARCH I PIPELINE EASEMENT ` PE ONCRE LUG
I --I P TD. G NO.
,_ .., `JE— .95 / REVISIONS EXIST. 7 8 X I III ii \ / bhAinc.

No. Description Approved by Date
5' S" ARCH PIPE ; � ' �i „ \ - -- ocy PER DWG. NO. 1818 -1 t) i -� I( _ \ - / �� - --- 0and p0ann o�g, c A engu eefing, surveyhg P It) -�OH� (OH ---- 5115 AVENIDA ENCINAS (OH) -� OH -�,$H)� �— - ., - - -- - SUITE „L„ F EXISTING �(0 ) OH)
I I 1 I I R/W (OH) (OH) ( I 10, (�H) - - CARLSBAD, CA. 92008-4387 I i I I V I I (0 OH) (OH) (OH) (760) 931-8700 (Oki-1- ----- _---__
K:\Civil 3D\1154\DWG\TM\1154-TM-02.dwg, 8/10/2022 1:57:12 PM 08/23/2022 PH2 Page 100 of 165

11ENI 'A TIVE SUBDIVISION MAP P21 -0300 CAMINO LARGO SHEE T 3 OF 1 1 SHEE TS 323.0
HP
i
322 3
YARD DRAIN -_-----_
RETAINING 1 (TYP.) r _-
LOT 18 ---- ` WALL I RETAINING ,� �_ --- A ` PAD 323.2 WALL `\\ II 1 �
FF323.87 f 322.7 - -__________- PROPO. ED HAMMERHEAD HP TURNAROUND FOR'\VISTA \ \\\ X TW / SANI TA WN MAINTENANCE 3 .3 TW VEHICLES \ \
i -_-_-_-__- -- --- - 5 309.9H , GF323.37 '�_ 5 2 F ` bl4?5cu�ecd Ar �, __Mol 3220 �'"i HP _--- _ __ --___ -- __ ---- ___LP LP -
� -- - \--- -----_ \- -- OT 4'6 -,_�- _ PUBL _ N YARD DRAIN SEWER NOTES: L 1) SEE SEWER MANHOLE DATA -_ __ --- - - - P i R 3 (n OUTLET PIPE TABLE ON SHEET J. - _ ' _ - - _ -___--__;;`\ ` \ - \ 9,968 SF G s \ THROUGH ---_;- - �1 i O ° CURB 2) ALL PR/VA TE STREETS WILL BE _ _ _ - __-_ --__ 'r` ' . \�',, 5' DEDICATED TO THE BENEFIT OF - - - - - - ---- -- ao ao w THE CITY OF VISTA AS PUBLIC 3 o o SEWER EASEMENTS (FULL WIDTH).
cV 3) CONNECT/ON TO THE EXISTING _ - - - \g Q Z� � `� `` \ 16 SEWER MAIN IN CAMINO LARGO _ _ _ -- -\-- - R 55 4 5 16' 107.

IS SUBJECT TO THE TERMS & 5 --_ CONDITIONS LISTED ON THE --- - 3�{t \, - ' ; \\\\AQ \np ,\ ` `\ `\ SS/NET 40' PRIVATE RECORDED REIMBURSEMENT - _ ' - _ _ g I AGREEMENT PER DOC. NO. ' ``' ` '� 0` G \ , 1 ` --\ STREET & PUBLIC co 1986-162229, REC. 412511986 ,,3 k ;j; ', 5ji, \\� N UTILITY EASEMENT N \\ AGREEMENT TERMINATED 10 , 9 `� ' ` APN TYPICAL DRAINAGE DETAIL YEARS AFTER EFFECTIVE DATE. 1 __; '§' `. \`\ 10 `\ ! I LOT 159-240-06 \ L710 commo IN
SCALE.- 1 = 20 4) MAINTAIN MINIMUM OF 5 FOOT OPENSPA E SEPARATION BETWEEN SEWER x ```\ ` v ^ ```\ 5 1 LATERALS AND OTHER ' S \\ `\\ \ m N `, \� \` \ +1- �pC, PAD 314.E \ I UNDERGROUND UTILITIES. , \' 0 E q O 1A s Z ` 5) RECONSTRUCT EXIST. SEWER L 0
5 \ 11-� \gip P R W Y 6 145
TW `�° W I � II
MANHOLES NO. 4, 7 & 9 PER 1 P5 G g T� `\, \,`\cry I '1 3 CURRENT STANDARDS. P I , �' ` 5 3 FG Q II
� -CAPE KW
6 Y
' �N ENTIP T/PAS A
EPSEM 4
PROPERTY s , F G \31�5'\ . \ LINE / G � S'P\ ss PROPERTY , / p 57 LINE
/ � 1 EN " CURB < I � �

PROPERTY
PROPOSED HOME LINE / / / 5' E 3 O 5 / 12+ 0 REAR YARD I / - -------

PROPOSED HOME
ACCESS REAR YARD �S� 3� .0.3 -- -V C - (S ACCESS - PROPOSED FENCE I PROPOSED HOME P ��` � ��- - _____ _ _------ X ® PROPERTY LINE REAR YARD • -

PROPOSED FENCE
X ® PROPERTY LINE ACCESS
X PROPOSED SWALE
PROPOSED FENCE • <5 /%% , / OF PI/MT.

X © PROPERTY LINE / G E TE-DRA1NAf __-- - - - LOT 13 PROPOSED � � � � --------------------=-- _ RETA/NING WALL LOT 1Z
PROPOSED , L, �rl �� _ _,.-_: - /a� ,REC. -09ft99$ ___"-___"______________`_---------------- RETAINING WALL LOT]] / w �� <S� LL �q9P ' D ----\ .,;A "_________________________----------------------- Sj ---- --------- ------------------
----SE PROPOSED _- � c�a � ��� -' VA)l �-;- +�OROSCIS-4=,8-�Q==bU�Z�-T-t3/PE�",--"EX/STING GROUND - - - - - RETAINING WALL �g TVA / `rn � / E- OS l &ETAtt ""-- - _LOT 10 5 1�SF 9 FG a • - ;E,� IE�I - - - ____- -,,; EDGE PROPOSE-41Ii E---
/ \� j 8 EX�S�N /% ,' , BR*ffiGE-t� SEMENT ---------------------------------- �/ • ,,, , ', !'- '' PORZION OF EXISTII�IG- TYPICAL LOT CROSS SECTION �_ /2� L�g� ��;',;;�';,-';,-'',-'' RECIPROCAL PRIV TE EXISTING 20' WIDE PR/VAI€ / / �6Z ' ,.(Q% �/ ,__� ROAD & UTILITY ROAD EASEMENT TO�fPN �, , ,
SCALE. 1 = 10 / - RORdS27 ' ' , EASEMENT 159-240-05 06 13 & 14 / --'' TO BE QUITCLAIMED
'
& Pbgq q'U42-
,7'LIJI ,1,5 �40-31 r7h scored Area E11 & 5� '
E SE ISINT�'SA10, '
q�EM�N,T , O,CE /
3' \I kG
91'� 4p-0'5�06,13&14
/ 1 1 1 1 I I %
1 1 1 1 1 1 I i
1W 1 I I 1 1 I , \ - , I I
MANHOLE DATA TABLE MANHOLE DATA TABLE
NO. DESCRIPTION STATION TR RIM ELEV. 1E INVERT ELEV. NO. DESCRIPTION STATION TR RIM ELEV. 1E INVERT ELEV. t11 C� ;'-_''U���E aGP0E0

TO BE REMOVED &
0 EXIST. SMH #OV5.84A 1+00 (292.5) (284.6) © EXIST. SMH #OV5.082 3+43 N (295.0) (287.2) SEWER REALIGNED (TO BE ABANDONED & Iv MEN 0 EXIST. SMH #OV5.84J 1+36 E/0+00 N 293.8 (286.4) TO MH 22 & 23 %' 40 Ep,SE REPLACED WITH SMH #12)
0 NEW SMH #3 2+64 297.7 (291.8) ® NEW SMH #14 3+46 (LOT D) 318.8 310.8 N ® EXIST. SMH #OV5.081 4+80 307.6 (300.9) © NEW SMH #15 2+54 (LOT E) 320.6 312.E `�'' `� 50 NEW SMH #5 4+99 308.2 (301. 1) ® NEW SMH #16 4+00 (LOT E) 333.4 325.4 � WALL NOTE.' © NEW SMH #6 7+47 316.0 (303.5) ALL WALLS TO BE 4.9' © NEW SMH #17 2+66 (LOT F) 329.7 321.7 IN HEIGHT MAX. 07 EXIST. SMH #OV5.081A 8+30 314.9 (304.3) ® NEW SMH #18 4+37 (LOT F) 345.4 337.4 ® NEW SMH #8 9+73 312.2 (304.9)
®EXIST. SMH #OV5.079 11+66 310.3 (305.6) NEW SMH #19 3+34 (LOT G) 331.3 323.3 REVISIONS 90 NEW SMH #10 11+87 310.3 (305.7)
NEW SMH #20 2+41 (LOT H) 312.5 307.1 bhxinc.

No. Description Approved by Date
® © NEW SMH #21 3+03 (LOT H) 314.5 307.7 10 NEW SMH #11 4+42 N 293.9 286.7 30' 15' o' 30' 60' 9o, Oand ppGlonp hg, dvfl engoheedng, suryeyhgo © NEW SMH #22 1+20 293.4 284.8 NEW SMH #12 1+50 N 293.7 286.7 5115 AVENIDA ENCINAS Q NEW SMH #23 1+26 293.7 288.0 SCALE: 1" = 30' SUITE "L" CARLSBAD, CA. 92008-4387
(760) 931-8700
08/23/2022 PH2 Page 101 of 165

11ENI ' T_1VE SUBDIVISION MAP P21-0300 CAMINO LARGO SHEE T 4 OF 1 1 SHEE TS APN
159-240-02
DATA TABLE PROPOSED TURN

AROUND EASEMENT
NO. LENGTH BEARING-DELTA RADIUS SEWER NOTES: FOR VISTA SANITATION

66.24' N88 2546"W 597.77'
1 74.95' 4°1551" 1007.05' 1) SEE SEWER MANHOLE DATA 148.27' z 825 4 ' TABLE ON SHEET J. g'I' pill-1� SAG&E' W 143.82' , 2 52. 13 2 55 35 1020.58 96.99 3 ° LIC 2) ALL PRI VA TE STREETS WILL BE R� /�� II EXIS E ENS �g30, 6'- / 20+ 3 UTI20'L�YBEALIC SEMENT
133.05 7 36 50 1001.22 DEDICATED TO THE BENEFIT OF ��4P EPSG, g/3/P 15PIMED N s 9 T 46 g / K 18 0 ITG� O� o551N L GRASS/N �s`-• o�. 4 19.00 N23 46 23 W - THE CITY OF VISTA AS PUBLIC 0 O II RE 1 A,p N _ _ L F N SEWER EASEMENTS (FULL WIDTH). o� B E �a - 3 E ET APN \�\S\ / TO B OT 3g SINET S615F GR 9,968 S „ \ 5 25.00 N68 46 02 E 3) CONNECTION TO THE EXISTING 159-240-01 S��p 6' // \ L GRQ \ 10, +07 E Z 6 25.28' N66°13'37"E - ISWER MAIN IN SUBJECT TO THE INO TERMSRGO& ;�'�� II \ 16,oS1 sf \ �' N N 7 67 92' S1 z LOT B CONDITIONS LISTED ON THE / / �� \ Z$ T �`- / Q J �� rn,; �. 14,923 SF GROSS 7 29.42 N75 25 34 W RECORDED REIMBURSEMENT / \ sr�,, II \ LQ� OsSINE �p / `S \ �,+ + NO �5 14,153 SF NET AGREEMENT PER DOC. NO. \ I GR 6 8 39.27' 90 00'00" 25.00' 45 1986-162229, REC. 412511986 / O� �551NET II II 111,30�5F II II 2' LOT ASS/NET , Lo 9 39. 17' 49 5233" 45.00' AGREEMENT TERMINATED 10 z SF GR I 3 1 II ''E g6 5 �� , W 5147 SF GR 3.73 cV YEARS AFTER EFFECTIVE DATE. /� 6 645 1` II I 2 _ 40 // ,3� g' � � �„E 4 20 I � N `L 3 1 0 $ 40 PRIVATE 10 9.46 11 53 20 45.59 4) MAINTAIN MINIMUM OF 5 FOOT // a' B6 ''E gq. ti, N66 3 N77.10, STREET & PUBLIC 00 APN 11 SEPARATION BETWEEN SEWER 0 5p g0, L2 II M 6.13'3� DSOPPEPRKWPY ;� 44 HIV UTILITY EASEMENT 159-240-06 100.44 127 53 20 45.00 LATERALS AND OTHER D� - 16• O I N6 00 61 5 rn ' APN NTIP Q Z D1 ,� LOT ET M in o N UNDERGROUND UTILITIES. 1'S ,37 E Z9 INFT z 17 $ 6 SEME T SINE D.�h GROSS/N o CN w 12 40.50 51 33 39 45.00 // d 66.13 6 \\ �, \ L0GRo5s ,,E 3� ET EP L0 GRos ti 5,168,Sp pSOAPE Y LO o w o 13 48.01' 61 07'37" 45.DO' S) RECONSTRUCT MANHOLES N0.EXIST 7 &SEWER PER // 6 N O� �SSINE o I ,'A 39q SF °13'31 , LO�RosslN \\ ❑ II A,959 SF $6 00 6 LA MENT/PARKWA , I o 3 Z CURRENT STANDARDS. 5 �� 9 F GR I X. 06, op p SF G �� �''E & oo ' EASE 7g.71 3 v o 14 1.30' 139'11" 45.00' / O� 1 5511`1ET rn•`s� A,009 S J\ �'� pp gyp' A,50 ���` 0 6.13'3 TREET l. o a 46 77.10 07„E N o / L GRO Q_ 52 �I \ $�' I o to z t„ z �. N6 vp,TE TY ESM N , POgLIC MENT o o 15 19. 12' 24 20'26" 45.00' p6 11215 SF 7.g1 �5' �' Q� 3 SSINE p0 85 00_w ��, �, 50, PRC O�LQ'r �1 SINES UTILITY EASE 'o 1� II L RQ �6' 6 T \ uok L OS , �„ 0 sS�NET �� A,300 sF G N '3�'' 1 L ' R SINE N N O 5 GR N o' o OT 4Rpss 16 39.27 90 00 00 25.00 ++� / E 20 1 E O o5 �„ i �q 5 T L 17 , , » - ?yc \ 66.13 3 SF GRQ II oo , P05110 p,5E 66'13 SF G CPPE WPY �'� `'�' cam, .o ,�'UB�IC SE,ME $6'0 o 0 SF G -

30.24 N23 46 23 W APN cj6 ,�'�`�, O N q�9 0 5 �1�I11 N o p0 q,500, jp,NDs T/?P%, � � E 3/ E Vj Op °2 � 5 4�55 SFNET 159-240-16 1$ �'
`� 1 s 6 EN C� v 13 55 S4 5 > 0 �, N U 8�Op r- EPSEM �� o �cr N66 �ZO55 51 18 7.51 N27 47 15 E - / $ � 16 ET 19 gg b6 Z� o� o�� w 02 o551 T 6,00 �5�0 5 0 N_ \ L�SF G NET / j 52 53 5.39' 19 39.27 90 00 00 25.00 5fNE� �0q o551N �'� SINE o. W G L GR 11 3 NEB o. �, 5,1 S6 SF - / 2B/ , ,. , PROPOSED 5 WIDE PRI VA TE / LO GROS N II SF GR , 3,3� E 1p Op L GRQS ENT �, s s0 4,300 s NDSCPP gP P „E 1,0 GRQSSI ENT 50 o q j N8 25 46 90.97 20 0. 70' 0 53'16" 45.00' DRAINAGE EASEMENT OVER z 5F �1 1 p 1050C P 3 F G LOTS 2, 3 14 & 15 w 6,651 �'9 N66 �,55, EPSEM rn rt 00. 6' LP MENT 613 50o S Ppgll 21 29.89' 38 03'17" 45.DO' rn Q /I 5 ITY �\ EPSE N6 o Op - / > pTIL I \� �' to t!1 �' p d pTILI 25 6�/ \ _ - _ 9 o , cs �'� v �' 10 �- Q + 6.00 $ro 13p I � � J� NET �' $Gj�p 00. \ 4S / / / / I EXIS77NG PRIVATE DRAINAGE EXISTING 6' WIDE 1 3 INET 61 26 06 \ O� 15S1NET 1g 23 ETII o_ �� `�- \ LO GRossI 8c 116.0 EASEMENT PER DOC. 1998-0562349, SEMENT L� O55 1 66' \\ L RO E p0 0� OS �, cs p SF STR MT "E 3 5 0 0/ / REC. 0910211998 UTILITY EA / GR 3 27 SF G 13 3 ,gyp. GRO E �� ,� - 4 S 39 3�' 6 N 3 6 SF CP o 30 RI�pLITY E 13 31 LOT GRQS / o / PRVATE PROPOSED TO SDG&E 2 S 13' E bc 1 0 �551 E N 20 Qo 5 50 G E T N 6• A, 50 + DS P RKWP \ oo. o' P 0 66• SF ff ROAD / N66 L F GR vB�I PSEM N 5 6 �P MENT I P P Spljol C N I �p�p 5,26512 SF N / "' / / l EASEMENT / 949 s O� 5 P ITY E 2�p T �� EPSE 0 ❑ 4' PROPOSED PRIVATE g 3,
159-240-28 � o �� TIC 1p STR E $•0 �6' o I O 33 � ET & / / DRAINAGE EASEMENT v
APN / O -18 9 ET os O �$, 6� ,o IVPTE TIuITY g 1g 0 o I� o. 50 , 0f GROSS gip% / E STRET / / PORnON OF EXISnNG / LO RQ551N 1$ $ 12 NET `o. 0 50' PU SIC T OT o5S1N�� '37"E �o 0o OT o551NN \\ 25 0 Al s 3 S SF NET // PRIG EPSE /�� , � - � & UI A�TY EASEMENT ROAD 0 SF G 37 E �p 10 Ro551 8& SEMEN �� 6v 6613 L GR 25 0. q 229 / POSEDTIL►T'� (0

TO BE QUITCLAIMED
/ A A'S9 N6613 336 SF g�IG SEMEN b o EP 5,350 ,N 4,550 SF c,� \ / 56% / PP BRIG P o N -19
p 0' z rn_ 1 E $ 00 8 .pp O 37 ��� SP TE 1A APN 5 TILIT� \V ���� .� 102• 9 ,� � 6 0. � � $5 0 �g�o o W N QI QS51N 1g / , / pg1�A / / /06 13 & 159-240-31 / ' I.PNDs T PPRK 5 T 1 11 ET �0- �� L F GR "E po T 21o55 \ pp o� Gp / / / / �� 6EPSEMEN I,OT OSSINE. 3+37 E ,gyp o0 1j,O1ROSSI Io'� 5 35 S�PPE KWP� 66°13 3 �° �05�GNET / /� Ro55 / / ,� NET 5 SF GR N661 Zoo SF D PPE RK�PY �� i, 0 6, LPN ENTF N 5,13 66 SF / / � SF G / / DATA TABLE DATA TABLE DATA TABLE LOf
0551 \\ cr' A,SS �' ' LPN T/P P Wo_ o. SEM 0 0> �'� 20, 09 GR \ 10 6 Op EET 6� 6EPSEMEN EP 1p2 II/ C C ION BOA/ NO. LENGTH BEARING-DELTA RADIUS NO. LENGTH BEARING-DELTA RADIUS NO. LENGTH BEARING-DELTA RADIUS 9� 0) g STR p0' p0 cS �\ Q / I p0/ 0 CIS / , , » , , , » , , , 11+ �' S orn 6� $, L Sp601/ / / 22 24.70 31 26 44 45.00 43 15.48 17 09 33 45.00 64 52.33 S40 56 02 E - 5' RIvPT 6 ET 1$5 g o �' a 0' O� 90s 6 119 2 O a 50' P SIG �� 5sIN "E p0 0 o. 5 I' SF 1j.

ET / /g6�, 6 6� / / , , » , , , » , , » _ �• .13
3'3�„E \ d & SEMENT o GRQ66.13 37 LOf SSINE �\ \ 25 00 6 3�5 SF N / ,//613+3�"E �p 31 g3' / 23 76.57 972949 45.00 44 30.70 39°05 31 45.00 65 50.21 S29 04 29 E h0 1 1 8 82' o ul
? oo_ EP 5 05 N Zoo SF G 25 \ $�p/ 06 3'3�„E 1 O / 24 76.57 97 29 49 45.00 45 39.27 90 00 00 25.00 66 19.92 N23 46 23 W - O� SINE 'G A g6�p 6�' / / �_ N661 / / 25 24.70 31 26 44 45.00 46 23.57 N45 48 44 E - 67 40.34 S38 07 39 E - S + T N 5. g / 09 SF GRQ 2� 05 z ��, �, LO Ro551 N 1$ 00 op o0_ / 28 a_ / / / 26 29.89 38 03 17 45.00 47 33.51 N54 01 22 E - 68 50.99 S35 04 59 E - o� 0 6,4 �+'E 1 C ENT � o'�, � \ 0 5F G "E op 9 \ oo / / /

66.13 3 5, PpBYI EPSEM �+ �\tJ� cro 5,o5�IG EMENT 66°13 3� "gyp' LOTGRO� / /j o/ j / / SEWER E 27 0. 70 0 53 16 45.00 48 36. 15 N60 49 21 E - 69 50.99 535 04 59 E - -p� N TIIJT \\ N o , PpB EPS N j12 S F NE / / SIG RAIN , , » , , » _ , „ _ o p Rw W, N o. 5 ITS �7 �' 06 S p6 PTE p 20 28 39.27 90 00 00 25.00 49 40.05 N 134 14 E 70 50.99 S35 04 59 E OF EXI TED �C� °'- pill. g6 p0 �,1 / / / / 0, \IID S P & VIE PN TO - , , » , , , , »
0 \ o. o_ TION q PPE WPY �, ,�, $ + / / 2 �I Nslp MEN 1� 29 39.27 90°00 00 25.00 50 43. 17 117 7 44 279.00 71 50.52 S31 58 03 E OT QSS o /bop / TING To CEP p 8c �90 TY OR BE NDSG P PRK `'', N ' L GR o 5/ XIS ENT p 0 p E 13 , » , , „ , , , R �OpN BEY v v P TO 6 1.EMENT I 50 93A 5F NET / / / EPSEM ENT 0 RO 5, p6, 30 6.55 8 20 06 45.00 51 41.48 10 51 11 219.00 72 17.35 N23 46 23 W - PER SpR ,1 a� '�• EPS A OS5 s / SEM IMP 0,0 OP 392 y �, � O Ross 5' oo. 51 N / 'IID NP 59,2� 31 24.04 3036 27 45.00 52 12.21 3°11 42 219.00 73 42.83 S10°16 21 E - R NO �`�' �o� � PROPO5 D 6L 9 sf S NET \\ 2 \ /% o/ �+ / / / PP 32 30.54' 38 53'05" 45.00' 53 9.45' S88 25'46"E - 74 50.99' S12 27'48"E - \`7� R/ 1 15,�60 1 // / I I APN , , » , , , , , » \\ 8 � o_ / / I 159-240-33 33 70. 77 90'01 06 45.05 54 38.90 N67 56 31 W - 75 50.99 S12 27 48 E - �� \ / / , WIDE I , „ _ G 56 GPI RIvPT NT 34 701.27 128 56 33 45.00 55 3.59 N16 56 36 E 76 50.99 S12 27 48 E EXISTI�IPRO OPO &�, I TING PPSEME 35 24.04' 303627" 45.00' 56 14.95' 10 50'34" 79.00' 77 16.49' S23 4623"E - / RE PTE R SEMEN To EX�S�INE E
I4 EP I IPE , „ , , » , , APN / / / PR IT`( 013 & , P 36 6.55 8 20 06 45.00 57 40.00 N72 49 06 E - 78 46.94 N12°15 23 W - 159-240-21 D 0+ 0/ j / p 30k, 011�PIMTN �0 I / / /
'' O III p 37 39.27' 90°00'00" 25.00' S8 22.52' 10 50'34" 119.00, 79 53.02' S13 09'41"E B EP�POEP E RNT , , „ _ , , » _ , _ R PRIvPSEME I I 38 36.67 S23 46 23 E 59 36.20 S23 46 23 E 80 13.78 N17°10 54 W STING o THE R BK 16
5' EXIENT TGO PE 6/19 \ / / E 39 39.27' 90 00'00" 25.00' 60 21.90, S23 4623"E - 81 17.68' N17°10'54"W - EPSEM N DIE 12 9 TING 6 / / / APN I I OF 5�69 R��, P' 26 EXIR/� / / / 159-240-32 I 40 3.63' 4 3724" 45.00' 61 38.43' S38 51'26"E - P& 5K 12/06/19 / I _ 50 5 41 67. 14' 85 29'06 45.00' 62 50.99' S35 04'S9"E REC Rg D G 42 114.87' 146°15'04" 45.00' 63 50.99' S35 04'59"E - PER 3813 I / I

00. I
I I REVISIONS bhA,in
c I No. Description Approved by Date 40' 20' 0' 40' 80' 120'
/ I I 5115 AVENIDA ENCINAS \ SCALE: 1" = 40' SUITE 1" CARLSBAD, CA. 92008-4387
\ (760) 931-8700 K:\Civil 3D\1 154\DWG\TM\l 154-TM-04.dwg, 8/10/2022 1:52:13 PM 08/23/2022 PH2 Page 102 of 165

I ]EN I "A TI VE S UBDI VISION MAP P21 -0300 CAMINO LARGO SHEE T S OF 1 1 SHEE TS o
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SCALE.- 1"-10
/ I 10 51 0 10 20 30 I SCALE: 1" = 10' RIGHT TURN STRIPING DETAIL REVISIONS in
c
No. Description Approved by Date
SCALE.• 1"=10' �hand p�ann engheedngo sarrveyhg 5115 AVENIDA ENCINAS
10' 5' 0' 10' 20' 30' SUITE 1" CARLSBAD, CA. 92008-4387
SCALE: 1" = 10' (760) 931-8700 K:\Civil 3D\1154\DWG\TM\1154-TM-05.dwg, 5/16/2022 9:09:33 PM 08/23/2022 PH2 Page 103 of 165

I ]EN I "A TI VE S UBDI VISION MAP P21 -0300 SIGHT DISTANCE EXHIBIT NOR TH SANTA FE A VE. C& CAMINO LAR GO SHEE T 6 OF 1 1 SHEE TS Ej
--
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REVISIONS
No. Description Approved by Date
bhAinc.

O � and p� annhg, dA engheedng, sarrveyhg 5115 AVENIDA ENCINAS
-' 30' 15' 0' 30' 60' 90' SUITE 1" CARLSBAD, CA. 92008-4387
SCALE: 1" = 30' (760) 931-8700
KACivil 3D\1154\DWG\TM\1154-TM-06.dwg, 5/16/2022 9:14:19 PM 08/23/2022 PH2 Page 104 of 165

K:\[k/i| 3D\1lS4\DVVG\TK4\11S4'TM'O7.dwo, 5/16/2022916:50PK4

TIVE SUBDIVISION MAP P21 -0300 EXISTING CONDITIONS SHEE T 8 OF 1 1 SHEE TS

CAMINO LARGO
\
APN
---- - 1 — 40-0 ` -------- -
- ---- \ -------------- / ---------- N88 2546"W 597. \ ' -----------
\
01,
------------ �g0 pPR - -- - \ \ O APN -------------------- �` -- ----------II - \ `\ ' x 31a � y ,3 ST. STRUCTURE _
/
p Af EX/SANG CONCRETE I �W LINED RESERVOIR APN 3S \\ \ `\ \ V J
TO BE REMOVED, \ _ \ ` `, \ \ I ---,-_ , 159-240-06 EXIS77NG 6' W/DE tt
U77LITY EASEMENT
/ ! ' EXIS77NG POLE & TO SDG&E 1\ `\

LINES TO BE
i i i t I REMOVED ---- 't V 0 EXIS77NG FENCE/ /� \ TO BE REMOVE\ /� `\ L` \\tl\\\"`\BS/ °
IW EX1S77NG---&AL/TY EASEMENT / x 308,8 \\\\ TO SDG&E, REC. 9/3/1930,
\ PN BK1814, P157 / / 15� 240-16 �� �;� � — — _ OS97
--- ---- --------------
//
EXIS77NG OVERHEAD
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P21-0300
MAINTENANCE INDICATORS AND ACTIONS FOR SHEET 10 OF 11 SHEETS

BIOFILTRATION BMPS
TYPICAL MAINTENANCE INDICATORS TYPICAL MAINTENANCE ACTIONS ACCUMULATION OF SEDIMENT(OVER 2 REMOVE AND PROPERLY DISPOSE OF INCHES DEEP OR COVERS VEGETATION), ACCUMULATED MATERIALS WITHOUT PROPOSED OR EXISTING SURFACE CURB INLET/BYPASS STRUCTURE VAULT SYSTEM LITTER, OR DEBRIS DAMAGE TO THE VEGETATION. CONFIRM

THAT SOIL IS NOT CLOGGING AND THAT THE
AREA DRAINS AFTER STORM EVENT.TILL OR FLOW BASED OPENING ' REPLACE SOIL AS NECESSARY. •• ;• POOR VEGETATION ESTABLISHMENT ENSURE VEGETATION IS HEALTHY AND MODULAR WETLAND SYSTEM

DENSE ENOUGH TO PROVIDE FILTERING AND
TO PROTECT SOILS FROM EROSION.

REPLENISH MULCH AS NECESSARY (IF LESS 7o°o°o°o°o°o°o°o°o°o° 100-YR HGL V ' THAN 3INCHES DEEP), REMOVE FALLEN
LEAVES AND DEBRIS, PRUNE LARGE SHRUBS o°o°o°o°o°o°0°0°0°0° OR TREES, AND MOW TURF AREAS. °o°o°o°o°o°o°o°o°o°0 100-YR HGL o°o°o°o°o°o°o°o°o°o° WATER QUALITY
OVERGROWN VEGETATION-WOODY MOW OR TRIM AS APPROPRIATE, BUT NOT ° ° ° ° ° ° ° ° ° ° FLOW N VEGETATION NOT PART OF DESIGN IS LESS THAN THE DESIGN HEIGHT OF THE : ', c�i
PRESENT AND GRASS EXCESSIVELY TALL VEGETATION (TYPICALLY 4-6 INCHES FOR ° ° ° ° ° ° ° ° ° ° , 0 0 0 0 0 0 0 0 0 0
(GREATER THAN 10 INCHES) GRASS). CONFIRM THAT IRRIGATION IS 7o°o°o°o°o°o°o°o°o°o° .,.

ADEQUATE AND NOT EXCESSIVE AND THAT N °o°o°o°o°o°o°o°o°o°o
SPRAYS DO NOT DIRECTLY ENTER 7o
OVERFLOW GRATES. REPLACE DEAD PLANTS

AND REMOVE NOXIOUS AND INVASIVE
0 0 0 0 0 0 0 0 0 0
WEEDS.
°o°o°o°o°o°o°o°o°o°o
EROSION DUE TO CONCENTRATED REPAIR/RE-SEED ERODED AREAS AND �� 12" OUTFLOW / ORIFICE BMP-1 PIPE i + IRRIGATION FLOW ADJUST THE IRRIGATION. 18" OUTFLOW EROSION DUE TO CONCENTRATED REPAIR/RE-SEED ERODED AREAS AND MAKE DISCHARGE CHAMBER WETLAND CHAMBER PRE—TREATMENT CHAMBER 0.50' PIPE 0.50' — FLOW CONTROL —WETLAND MEDIA —INCLUDES PRE—FILTER STORMWATER RUNOFF FLOW APPROPRIATE CORRECTIVE MEASURES SUCH 12" OUTFLOW ORIFICE RISER SIZED UTILIZING PATENTED MEDIA CARTRIDGES PIPE AS ADDING EROSION CONTROL BLANKETS, TO DRAIN DOWN IN HORIZONTAL PERIMETER ADDING STONE AT ENTRY POINTS, OR LESS THAN 36 HOURS FLOW BIORETENTION RE-GRADING WHERE NECESSARY. REMOVE

OBSTRUCTIONS AND SEDIMENT
ACCUMULATIONS SO WATER DISPERSES.

STANDING WATER (BMP NOT DRAINING). IF WHERE THERE IS AN UNDERDRAIN, SUCH AS MOSQUITO LARVAE ARE PRESENT AND IN PLANTER BOXES AND MANUFACTURED PERSISTENT, CONTACT THE SAN DIEGO BIOFILTERS, CHECK THE UNDERDRAIN PIPING DEEP ROUTED, DENSE, VECTOR CONTROL PROGRAM AT(858) TO MAKE SURE IT IS INTACT AND

DROUGHT TOLERANT
694-2888. MOSQUITO LARVICIDES SHOULD UNOBSTRUCTED. ABATE ANY POTENTIAL TYPE G-2 CATCH BASIN PLANTING SUITABLE FOR BE APPLIED ONLY WHEN ABSOLUTELY VECTORS BY FILLING HOLES IN THE GROUND PER D-8 WELL DRAINED SOIL NECESSARY AND THEN ONLY BY A LICENSED IN AND AROUND THE BIOFILTER FACILITY — O 5 INDIVIDUAL CONTRACTOR. AND BY INSURING THAT THERE ARE NO — = LEGEND AREAS WHERE WATER STANDS LONGER -THAN 96 HOURS FOLLOWING A STORM. i- 7 2 7 oQ -i �°
OUTLET INLET OR OUTLET STRUCTURE CLEAR OBSTRUCTIONS. i— I S�Oo FC c,�,1 = 1 FREEBOARD = 12.00 (CONJUNCTIVE USE FACILITY) �_ _F- 4
DAMAGE TO STRUCTURAL COMPONENTS REPAIR OR REPLACE AS APPLICABLE. _ _ HC — O2 BASIN HEIGHT H 30.00" SUCH AS WEIRS, INLET, OR OUTLET I—_ _ 33 6 PC 3" MULCH — —I STRUCTURES I _ — — = I 3 MAX — _ — — _ O PONDING DEPTH 6.00" BEFORE THE WET SEASON AND AFTER RAIN WHERE CISTERNS ARE PART OF THE SYSTEM = FROM SCREENS AND OVERFLOW DRAINS III _ / EVENTS: REMOVE SEDIMENT AND DEBRIS Ell 10 18 AMENDED SOIL MIN. INFILTRATION RATE 5» HR RISER INVERT HTOP = 18.00" = 4" PEA GRAVEL
AND DOWNSPOUTS: ENSURE PUMPS ARE I = — FUNCTIONING, WHERE APPLICABLE; CHECK = _ I O5 *EMERGENCY WEIR INVERT = 18.00" INTEGRITY OF MOSQUITO SCREENS; AND; O O U O O _ 7" GRAVEL LAYER " CHECK THAT COVERS ARE PROPERLY SEALED 6 O LOWER SLOT INVERT = 6.00 AND LOCKED. O O O O O� = FOR V2 STORAGE 1 — 5" HIGH X 34" LONG OPENING OUTFLOW _ if D *UPPER SLOT INVERT = 7.00" d
_ I I 6" PERFORATED PVC PIPE 1 — 4" HIGH X 10" LONG OPENING h64TCH Al�WI�OLE THREE (3) 12" RCP I i CONFORMING TO ASTM D SITE SPECIFIC DATA I OUTLET PIPES — I L CON OR EQUIVALENT PC POLLUTANT CONTROL WSEL = 6.00" PROJECT NUMBER 15086 L 0 PATEWED PERIMETER C/L 30 M L yll Lk PROJECT NAME CAMINO LARGO VnYD ARE4 i/FRIICCAL UNDEI?DRA1N A6WIF09LD IMPERMEABLE 3" DEAD STORAGE HC HYDROMODIFICATION CONTROL WSEL = 14.52" .� LINER* EXIST. GROUND RESTRICTER CAP TO LIMIT FLOW STRUCTURE PROJECT L CATION VISTA, CA I _ J. ,� OUT OF V2 STORAGE AREA, LID BELOW UNDERDRAIN ——— ——— ———, —— —— FC FLOOD CONTROL WSEL = 18.00" ____ DRAIN DOWN HOLE, d = 4.00

TREATMENT REQUIRED
to
BIOFILTRATION BASIN DETAIL, BMP 1 *ELEVATION MEASURED FROM BASIN SURFACE VOLUME BASED (CF) FLOW BASED (CFS) i I I I N/A 0.6 N NOT TO SCALE TREATMENT HGL AVAILABLE (FT) N/K �'
73 .i SPECIFICATIONS: SPEC FIOC GRAVITY (ASTMD7 )2)R 1.02R(G/CC,TMIN.);NTENSILEO (ASTM T 882j LLOWING PEAK BYPASS REQUIRED (CFS) — IF APPLICABLE OFFLINE `�� �� `�� o `� PIPE DATA LE. MATERIAL DIAMETER (LB/IN—WIDTH, MIN); ELONGATION AT BREAK (ASTM D882): 380 (%, MIN); MODULUS (ASTM D882):
30 (LB/IN—WIDTH, MIN.); AND TEAR STRENGTH (ASTM D1004): 8 (LB/IN, MIN); SEAM SHEAR INLET PIPE 1 305.45 PVC 12" ■ ■ ■ STRENGTH (ASTM D882) 58.4 (LB/IN, MIN); SEAM PEEL STRENGTH (ASTM D882) 15 (LB/IN, IN). jr INLET PIPE 2 N/A N/A N/A — SEE COLORADO LINING INTERNATIONAL PVC 30 � ae
OUTLET PIPE 304.58 RCP 18" l -- - at HTTP: //WWW.COLORADOLINING.COM/PRODUCTS/PVC.PDF) OR APPROVED EQUAL.

PRETREATMENT BIOFILTRATION DISCHARGE �0 INLET PIPE DRAIN OUTLET PIPE
RIM ELEVATION 314.50 314.50 314.50 SEE NOTES PRE-FILTER DOWN LINE SEE AV7E$ 6" 8�-O" 6" SURFACE LOAD PEDESTRIAN PEDESTRIAN PEDESTRIAN CARTRIDGE PLAN VIEW 9'-0" FRAME & COVER 3EA O30" 3EA 36" X 60" 2EA 030" FRAMES AND COVERS SHIPPED LOOSE TO L EFT END VIEW WETLANDMEDIA VOLUME (CY) 11.41 BE GROUTED INTO PLACE BY C0WR4C70R C/- MAIhNOL.E CA HATCH ORIFICE SIZE (DIA. INCHES) 02.58 EA 31199 314.50 I NOTES PRELIMINARY NOT FOR CONSTRUCTION. UPSTREAM BYPASS TO IOP OF RIM BE SET AT JOZ66. RISERS o MALE NATIONAL PIPE THREAD INSTALLATION NOTES �- PVC ADAPTER CAST �1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT MATERIALS AND IN SIDE OF RISER WALL ::::, RISER WALL INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND [> » WITH DRILLED ORIFICE a a ° a M o TLA�� M WS-L-8-24-5 -14 -V-UG °

2. ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO THE INFORM 7m CONTAINED!N THs DOL m&T Is THE SOLE I O I � STORM WATER BIOFIL TRA TION SYSTEM CHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS „w, ,, �, n OF TRH aro ns coarDANlfS nrs OocuuFNr v RESTRICT 0 R CAP DETAIL BMP 1 „s ,�,�'i"Fmm;"m NOR AN' P�Rr THEREOF;O M of USED RfPROff OF OR.uoa. STANDARD DETAIL AND ACCESSORIES PLEASE CONTACT BIO CLEAN. , a ,� ,,�s !N�wr MnNNEx �rrH Our THE wRrTrEN coNSfNr of faxrfRRa.Ono Rum A%mA

NOT TO SCALE
K:\Civil 3D\l 154\DWG\SWMP\BMP_TSM.dwg, 5/16/2022 9:45:08 PM 08/23/2022 PH2 Page 108 of 165

P21-0300
BILL of MATERIALS LOADING DISCLAIMER: DESIGN CRITERIA SHEET 110F 11 SHEETS STRUCTURAL DESIGN LOADING CRITERIA STORMTRAP SYSTEM INFORMATION SITE SPECIFIC DESIGN CRITERIA • ALLOWABLE MAX GRADE =311.00 Storm Traps UNIT TYPE DESCRIPTION WEIGHT STORMTRAP IS NOT DESIGNED TO ACCEPT ANY ADDITIONAL LOADINGS FROM NEARBY STRUCTURES NEXT TO OR OVER THE TOP OF ALLOWABLE MIN GRADE = 309.50 ■ ■■■ ■ ■ �■ LIVE LOADING: AASHTO HS-20 HIGHWAY LOADING WATER STORAGE PROV: 16,513.28 CUBIC FEET 1. STORMTRAP UNITS SHALL BE MANUFACTURED AND INSTALLED ACCORDING TO SHOP DRAWINGS APPROVED BY 0 I V-6" SINGLETRAP 0 STORMTRAP. IF ADDITIONAL LOADING CONSIDERATIONS ARE REQUIRED FOR STRUCTURAL DESIGN OF STORMTRAP, PLEASE CONTACT INSIDE HEIGHT ELEVATION =308.30 UNIT HEADROOM: 3'-6" SINGLETRAP
THE INSTALLING CONTRACTOR AND ENGINEER OF RECORD. THE SHOP DRAWINGS SHALL INDICATE SIZE AND sll� � AFD //A=fiWjM4WW1 �3 II 3'-6" SINGLETRAP 15844 STORMTRAP IMMEDIATELY. SYSTEM INVERT =3 ga■nsu 04.80 APDrmPj r mVm7D4

LOCATION OF ROOF OPENINGS AND INLET OUTLET PIPE TYPES, SIZES, INVERT ELEVATIONS AND SIZE OF GROUND WATER TABLE: BELOW INVERT OF SYSTEM � 0 III 3'-6" SINGLETRAP 0 NOTES:

OPENINGS. 1297 VMNEIHAM PARKVAY TREE LOADING DISCLAIMER: 1297 V+rINDI" PARI(V�4Y SOIL BEARING PRESSURE: 3000PSF L� IL 60M6 21 IV 3'-6" SINGLETRAP 14146 1. DIMENSIONING OF STORMTRAP SYSTEM SHOWN BELOW ALLOW FOR A 3/4" ROhEWILL.E, IL 613446 SOIL DENSITY: 120 PCF 2. COVER RANGE: MIN.0.70'MAX. 2.20' CONSULT STORMTRAP FOR ADDITIONAL COVER OPTIONS. P.815--941-4548 /F:331-318-5347 0 VII 3'-6" SINGLETRAP O THE STORMTRAP SYSTEM HAS NOT BEEN DESIGNED TO SUPPORT THE ADDITIONAL WEIGHT OF ANY TREES. FURTHERMORE, THE GAP BETWEEN EACH MODULE. P.g15-w-4549 /F:331-18-a3�47 EQUIVALENT UNSATURATED 3 SPIV 3'-6" SINGLETRAP VARIES ROOTS OF THE TREES MUST BE CONTAINED TO PREVENT FUTURE DAMAGE TO THE STORMTRAP SYSTEM. STORMTRAP ACCEPTS NO 2. ALL DIMENSIONS TO BE VERIFIED IN THE FIELD BY OTHERS.

LATERAL ACTIVE EARTH PRESSURE:35 PSF FT. 3. ALL DIMENSIONS AND SOIL CONDITIONS, INCLUDING BUT NOT LIMITED TO GROUNDWATER AND SOIL BEARING / CAPACITY ARE REQUIRED TO BE VERIFIED IN THE FIELD BY OTHERS PRIOR TO STORMTRAP INSTALLATION. ENGINEER INFORMATION: 0 T2 PANEL 6" THICK PANEL O LIABILITY FOR DAMAGES CAUSED BY TREES OR OTHER VEGETATION PLACE AROUND OR ON TOP OF THE SYSTEM. ENGINEER INFORMATION:

EQUIVALENT SATURATED 5 T4 PANEL 6" THICK PANEL 1988 3. SEE SHEET 3.0 FOR INSTALLATION SPECIFICATIONS.

LATERAL ACTIVE EARTH PRESSURE:80 PSF/FT. (IF WATER TABLE PRESENT) 4. FOR STRUCTURAL CALCULATIONS THE GROUND WATER TABLE IS ASSUMED TO BE BELOW INVERT OF SYSTEM BHA ENGINEERS 0 T7 PANEL 6" THICK PANEL O SEDIMENT/SAND FILTER DISCLAIMER: 4. SP - INDICATES A MODULE WITH MODIFICATIONS. BHA ENGINEERS APPLICABLE CODES:ASTM C057 IF WATER TABLE IS DIFFERENT THAN ASSUMED, CONTACT STORMTRAP. 51 15 A 150 PER ROLL AVENIDA ENCINAS 9 JOINTWRAP ' ACI-318 FOR SYSTEMS CONTAINING SEDIMENT AND SAND FILTER MODULES; IF REQUIRED TO BE SEALED TO PREVENT SAND AND/OR 5. P - INDICATES A MODULE WITH A PANEL ATTACHMENT. 5115 AVENIDA ENCINAS BACKFILL TYPE:SEE SHEET 4.0 FOR BACKFILL OPTIONS 5. SYSTEM DESIGN MAY ALLOW FOR INCIDENTAL LEAKAGE AND WILL NOT BE SUBJECT TO LEAKAGE TESTING. SUITE L 32 JOINTTAPE 14.5' PER ROLL PRE-TREATED WATER FROM MIGRATING INTO ADJOINING MODULES, IT IS THE SOLE RESPONSIBILITY OF THE INSTALLING CONTRACTOR SUITE L CARLSBAD CA 92008 TOTAL PIECES = 47 TO ENSURE THAT THOSE MODULES ARE SEALED. 6. CONTRACTORS RESPONSIBILITY TO ENSURE CONSISTENCY/ACCURACY TO CARLSBAD CA 92008 TOTAL PANELS = 5 FINAL ENGINEER OF RECORD PLAN SET. 760.931.8700 HEAVIEST PICK WEIGHT = 15844 7. IF A WATERTIGHT SOLUTION IS REQUIRED FOR AN OUTLET CONTROL 760.931.8700 STRUCTUREPROJECT INFORMATION: AND BASE 'MODULES, BETWEEN TOPIA D� INCLUDING OF ADJOINING SYMONS°P PROJECT INFORMATION:

WALLS, AND JOINTS BETWEEN MODULE AND ADJACENT END PANELS WILL

BE THE SOLE RESPONSIBILITY OF THE INSTALLING CONTRACTOR TO CAMINO LARGO PROVIDE AND INSTALL THE WATERTIGHT APPLICATION PER THE EOR'S CAMINO LARGO SPECIFICATION.

VISTA, CA VISTA, CA CURRENT ISSUE DATE: CURRENT ISSUE DATE:
3/29/2022 N 3/29/2022 ISSUED FOR: ISSUED FOR:

PRELIMINARY PRELIMINARY 0'-3j" 1'-7"
EV DATE: ISSUED FOR: BY: EV DATE: ISSUED FOR: BYDWN:

ALLOWABLE MAX GRADE =311.00
_ _ _ -_- -_- ALLOWABLE MIN GRADE -309.50 N N N N N SEE SHEET 4.0 _ _ _ _ _ _ _ _ - - - - - - _-- - - - SPIV FOR BACKFILL - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - 2.20' N SPECIFICATIONS - - - - -- - - - - - - - - - - - - - - - - - -

0.70' __ -- - _- _-_--_ _-- II II II II II IV IV IV IVB' HWL =308.30
SPIV
38'-9" II II II II II II II II II 1� 3/29/22 PRELIMINARY KW N 30'-3j" 0 3/29/22 PRELIMINARY KW 3'-6" SINGLETRAP SCALE: II II II II II II II II II SCALE:

I I-III NTS SPIAI IV F NTS III-I I SHEET TITLE: N N N N N IV N N IV SHEET TITLE:
11-1
I-III-I I :. .."•;'�. .• ,� .•�;�.' '.: •; y 1";. .•. ....... ::u ti.? ::•.• .` .• .5. ,� .•�.} } .:: •... SYSTEM INVERT = 304.80 SINGLETRAP _ r" '' ' '�. +..:• f +..:• '="'II OUTLET CONTROL STRUCTURE, SEE NOTE 7 SINGLETRAP DESIGN _ SYSTEM LAYOUT SEE SHEET 2.1 CRITERIA 151'-10�"

FOR DETAILS
1'-O" MIN. OVERHANG
REINFORCED CONCRETE FOUNDATION SHEET NUMBER: SHEET NUMBER:

FOR STORMTRAP SYSTEM - BY OTHERS.
(SEE SHEET 2.1 FOR DETAILS)
3'-6" SINGLETRAP 100 200 OPERATION AND MAINTENACE FOR MODULAR WETLAND SYSTEM (MWS) INSTALLATION NOTES I I 12" HDPE OUTLET.

1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND INCIDENTALS T EVERY INSTALLED MWS-LINEAR UNIT IS TO BE MAINTAINED BY THE SUPPLIER, OR A SUPPLIER APPROVED CONTRACTOR FOR AT � HOPE OUTLET. CONNECT 18 HOPE OUTLET. CONNECT TO UNDERGROUND VAULT. TO UNDERGROUND VAULT. CONNECT TO MODULAR I LEAST THE FIRST YEAR. THE COST OF THIS SERVICE VARIES AMONG OUTSIDE SERVICE PROVIDERS. THE MWS-LINEAR IS A REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND APPURTENANCES IN 12' I I 14' WETLAND SYSTEM MULTI-STAGE SELF-CONTAINED TREATMENT TRAIN FOR STORMWATER TREATMENT. EACH STAGE IS DESIGNED AND INTENDED ACCORDANCE WITH THIS DRAWING AND THE MANUFACTURERS SPECIFICATIONS, B I I B TO PROTECT SUBSEQUENT STAGES FROM CLOGGINGS. STAGES INCLUDE SCREENING, SEPARATION, CARTRIDGE MEDIA UNLESS OTHERWISE STATED IN MANUFACTURERS CONTRACT. \ \ PP FILTRATION, AND BIOFILTRATION. THE BIOFILTRATION STAGE CAN CONTAIN VARIOUS TYPES OF VEGETATION OR PLANTINGS. d
ANNUAL INSPECTION IS REQUIRED TO EVALUATE PLANT HEALTH AND TRIM EXCESS VEGETATION. THE MAINTENANCE 2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER RECOMMENDS A ° ° d ° ° ° ° ° ° d d
d d°
PROCEDURES ARE DESCRIBED BELOW. MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIFIED BY THE PROJECT ENGINEER. a ` d CONTRACTOR IS RESPONSIBLE TO VERIFY PROJECT ENGINEERS RECOMMENDED BASE in in p- irk Lo > ° CLEAN CATCH BASIN FILTER-SCREENING IS PROVIDED BY A CATCH BASIN FILTER. THE FILTER WILL CONTAIN COARSE SEDIMENT, SPECIFICATIONS. C_i N o in N d iv o � in TRASH,AND OTHER FLOATABLES. SEDIMENT CAPACITY IS REACHED AT 2 CUBIC FEET FOR THE CURB STYLE INLET AND 4 CUBIC ° o o d °
FEET FOR THE DROP OR GRATED INLET CONFIGURATION (VARIES WITH SMALLER AND LARGER MODELS). THE FILTER REMOVES 3. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE. (PIPES CANNOT d d GROSS SOLIDS, INCLUDING LITTER,AND SEDIMENT GREATER THAN 200 MICRONS. THE CLEANING PROCEDURE IS EASILY DONE BY INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE MUST BE FLUSH WITH DISCHARGE LO d ° d d ° d d ° ° 12" HDPE OUTLET. in ° ° d d ° ° °° d HAND OR WITH A SMALL INDUSTRIAL VACUUM DEVICE. THIS FILTER IS LOCATED DIRECTLY UNDER THE MANHOLE COVER OR CHAMBER FLOOR. ALL GAPS AROUND PIPES SHALL BE SEALED WATER TIGHT WITH A A CONNECT TO MOD. A , d TYPE B CURB INLET 2
CRATE FOR EASY ACCESS. NON-SHRINK GROUT PER MANUFACTURERS STANDARD CONNECTION DETAIL AND N N SHALL MEET OR EXCEED REGIONAL PIPE CONNECTION STANDARDS. Lo W/ BYPASS WEIR FOR 04

1. CLEAN PRE-TREATMENT CHAMBER - SEPARATION OCCURS IN THE PRE-TREATMENT CHAMBER'S SETTLING AREA LOCATED N 4 CAMINO LARGO N ° DIRECTLY UNDER THE CURB OR GRATED INLET. THIS CHAMBER HAS A CAPACITY OF APPROXIMATELY 21 CUBIC FEET FOR 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING PIPES. I °
°
°d ° d
TRASH, DEBRIS, AND SEDIMENTS FOR MOST MODEL SIZES (VARIES WITH SMALLER AND LARGER MODELS). THE CHAMBER ° ° d ° °

5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS, MANHOLES, AND _j T I :�:

CURB LINE
TARGET TOTAL SUSPENDED SOLIDS AND PARTICULATE METALS AND NUTRIENTS. CLEANING THE SETTLING AREA CAN BE HATCHED. CONTRACTOR TO GROUT ALL MANHOLES AND HATCHES TO MATCH EDGE OF GUTTER 12" HDPE INLET.

PERFORMED WITH A STANDARD VACUUM TRUCK OR HAND HELD INDUSTRIAL SHOP VACUUM. THIS CHAMBER IS LOCATED FINISHED SURFACE UNLESS SPECIFIED OTHERWISE. B CURB FACE CONNECT TO MOD.

DIRECTLY UNDER THE MANHOLE OR GRATE ACCESS COVER FOR EASY ACCESS INTO THE CHAMBER. TYPE B CURB INLET 13' CURB OPENING

6. DRIP OR SPRAY IRRIGATION REQUIRED ON ALL UNITS WITH VEGETATION. 11' CURB OPENING 0- 1 2. REPLACE PRE-FILTER CARTRIDGE MEDIA (BIOMEDIAGREENTM) - INITIAL FILTRATION IS PROVIDED BY A HORIZONTAL FLOW W/ BYPASS WEIR FOR CARTRIDGE FILTER UTILIZING BIOMEDIAGREEN MEDIA. MEDIA LIFE DEPENDS ON LOCAL SEDIMENT LOADING CONDITIONS GENERAL NOTES PLAN VIEW DRIVEWAY "H" AND CAN EASILY BE REPLACED AND DISPOSED OF WITHOUT ANY EQUIPMENT. THE BIOMEDIAGREEN MEDIA IS HELD 11' CURB OPENING 5' 13' CURB OPENING 5' WITHIN THE MEDIA CARTRIDGE PRE-FILTERS THAT ARE HOUSED IN THE PRE-TREATMENT CHAMBER. ENTRY INTO THE 1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. TOP OF 8" TOP OF 8" PRE-TREATMENT CHAMBER IS REQUIRED TO REPLACE THE BIOMEDIAGREEN MEDIA. THE LID OF THE MEDIA CARTRIDGE CURB CURB PRE-FILTER IS REMOVED BY LOOSENING TWO BOLTS. ONCE REMOVED MAINTENANCE PERSONNEL HAVE UNIMPEDED 2. ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO ° ° ACCESS TO EACH MEDIA CAGE HOUSING THE BIOMEDIAGREEN WHICH CAN BE QUICKLY REMOVED BY HAND OR WITH A CHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS,WEIGHTS d ° d ° ° 9 ° d - d d° ° d ° ° VACUUM TRUCK. ONCE OLD BIOMEDIAGREEN IS REMOVED NEW MATERIAL, PROVIDED IS PRE-WEIGHED BAGS, IS AND ACCESSORIES PLEASE CONTACT MANUFACTURER. ° m 0.5' o ° oL_ DROPPED INTO THE MEDIA CAGE HOUSINGS. ONCE COMPLETED,THE CARTRIDGE LID IS REPLACED AND BOLTS TIGHTENED TYP. d ON THE LID OF THE MEDIA CARTRIDGE PRE-FILTER. 4' 4' TOP OF WEIR 0.5'

3. REPLACE DRAIN DOWN FILTER MEDIA(BIOMEDIAGREENT"') -AN OPTIONAL DRAIN DOWN FILTER, SIMILAR IN FUNCTION TO TYP. 2' 2' w 0.5' 2' 2' w THE MEDIA CARTRIDGE PRE-FILTER IS LOCATED IN THE DISCHARGE CHAMBER. THIS FILTER ALLOWS ANY STANDING d a ° ° ° I_ ° d d ° ° ? a ° ° ° d d TYP. a WATER FROM THE PRE-TREATMENT CHAMBER TO DRAIN FROM UNDER THE PERVIOUS PAVERS THROUGH THE SMALL ° ° ° ° d i°° ° d ° ° ° ° °c� c� FILTRATION CARTRIDGE LOCATED IN THE DISCHARGE CHAMBER. THE DRAIN DOWN DEVICE ADDRESSES ANY VECTOR ° ° ° ° ° ° J ° d, d a ° d ° ° ° J N ° N N
ISSUES, BY ELIMINATING ALL STANDING WATER WITHIN THE MWS-LINEAR. REPLACEMENT OF MEDIA CAN BE PERFORMED ° ° d ° ° d ° °° °4 d°° ° ° d N 3 L` , d ° ° ° ° ° °� ° ° d°° ° ° d N 3 0.5' BY HAND. ° ° ° ° ° ° ° °° °� � a °° °a d ° ° ° a ° ° ° ° ° n TYP.
d d ° ° a
° d $ ° d ° d° ° ° d d ° ° ° d °d ° dO d ° ° a d d °

4. TRIM VEGETATION -THE MWS-LINEAR UTILIZES MULTIPLE PLANTS IN THE WETLAND CHAMBER TO ENHANCE POLLUTANT REMOVAL. THE VEGETATION WILL NEED TO BE MAINTAINED (TRIMMED) AS NEEDED AND IS DONE AS PART OF REGULAR 305.45 IE 305.45 IE 305.45 IE 305.45 IE 305.45 IE 305.45 IE 305.45 IE SITE LANDSCAPING OR SYSTEM MAINTENANCE. MODULAR WETLAND SYSTEMS, INC. RECOMMENDS THAT THE PLANTINGS 18" OUTLET 12" OUTLET 18" OUTLET 12" OUTLET 12" INLET 18" OUTLET 12" OUTLET ARE NEVER GIVEN ANY FERTILIZER TO PROMOTE PLANT GROWTH OR HEALTH. SECTIONA A SECTIONB-B SECTIONB-B

5. EVALUATE FLOW HYDRAULIC CONDUCTIVITY - THE SYSTEM'S FLOW CHARACTERISTICS CAN BE ASSESSED FROM THE DISCHARGE CHAMBER. THIS INSPECTION FOR ADEQUATE FLOW CAPACITY SHOULD BE DONE DURING A RAIN EVENT. BY MODIFIED TYPE B CURB INLET WITH BYPASS WEIR INSPECTION AND VIEWING THE DISCHARGE CHAMBER, THE FLOW OUT OF THE SYSTEM CAN BE EASILY OBSERVED OR MODIFIED TYPE B CURB INLET WITH BYPASS WEIR MEASURE. IF FLOW OUT OF THE ORIFICE IS TOO LOW, IT COULD INDICATE MEDIA CARTRIDGE PRE-FILTER FOULING AND MAINTENANCE MAY NEED TO BE PROVIDED TO THE BIOMEDIAGREEN AS DESCRIBED ABOVE. DRIVEWAY 'H"

NOT TO SCALE

6. WETLANDMEDIA MAINTENANCE - BIOFILTRATION IS PROVIDED BY AN ADVANCED HORIZONTAL FLOW VEGETATED NOTE:MODIFIED CURB INLETS WITH BYPASS WETLAND CHAMBER. THIS BIOFILTRATION CONTAINS A MIX OF SORPTIVE MEDIA, KNOWN AS WETLANDMEDIA, WHICH IS WEIR ARE HYDRAULICALLY CONNECTED DESIGNED TO SUPPORTS ABUNDANT PLANT AND BIOLOGICAL LIFE. THE LIFE OF THIS MEDIA CAN BE UP TO 20 YEARS TO THE MODULAR WETLAND SYSTEM.

WHEN PROPERLY MAINTAINED. THE PERIPHERAL VOID AREA SURROUNDING THE PERIMETER OF THE WETLANDMEDIA REVISIONS CAN BE ACCESSED TO REMOVE ANY SURFACE CLOGGING. THE VERTICAL RISERS IN THE MIDDLE OF THE WETLANDMEDIA inc.

No. Description Approved by Date
CAN ALSO BE ACCESSED AND WATER INJECTED TO BACKWASH THE WETLANDMEDIA. THESE FEATURES ALLOW FULL FLOW bhA, CAPACITY CANNOT BE RESTORED BY THESE STEPS,THE WETLANDMEDIA CAN BE REPLACED. hand p�aWnhg, dA sngohsedng, suryeyhg

7. WETLANDMEDIA REPLACEMENT - REMOVAL OF SPENT WETLANDMEDIA CAN BE DONE WITH A SHOVEL NOSE OF ANY 5115 AVENIDA ENCINAS VACUUM TRUCK. REPLACEMENT OF THE WETLANDMEDIA, ALTHOUGH NOT ANTICIPATED FOR 20 YEARS, IS DONE BY SUITE "L" ADDING NEW WETLANDMEDIA FROM A NUMBER OF VENDOR SUPPLIED SUPERSACS AND ADDED TO FILL THE WETLAND CARLSBAD, CA. 92008-4387 CHAMBER TO RECOMMENDED LEVELS. (760) 931-8700 K:\Civil 3D\1154\DWG\SWMP\BMP_TSM.dwg, 5/16/2022 9:45:43 PM 08/23/2022 PH2 Page 109 of 165

SITE DEVELOPMENT PLAN P21 -0300 SHEET 1 OF 3 SHEETS
CAMINO LARGO OWNER.

LEGEND:

EXISTING FIRE HYDRANT KYUN TA KIM

FRANK SOHAEI, TRUSTEE OF THE FALOR FAMILY TRUST

EXISTING SD
CARLSBAD, CA. 92008
(s) (s) (s) (s) «) (s) EXISTING SEWER (760) 420-1267
(W) (W) (W) (W) (W) (W) EXISTING WA TER LINE EXISTING EASEMENT = DEVELOPER.

CALIFORNIA WEST COMMUNITIES
aoo EXISTING CONTOURS = - - --___' ''� �,, I �'��`. (E) (E) (E) (E) (E) (E) EXISTING ELECTRIC LINE _ _--�_,_ - �C- _ _ _ _ _ ���l 5927 BAD,PRIESTLY DRIVE, SUITE 110 - -. � �, �,�� -_ ___ - - --- AD6 CA 768 92008 (T) (T) (T) (T) (T) (T) EXISTING OVERHEAD TELEPHONE LINE -- ___-- -._ ---- -= --- •----- �'-- _ 760-918- CARLSB
_ --- -EXISTING OVERHEAD ELECTRIC LINE o p�-- O - / _, _ rs% a• L ���. ��`a\. ) :. _ o -(OH) (OH) (OH) (OH) (OH) (OH)- -----= - �� � -\- � \ ---��----- , �• \�, � PRI LOT ENGINEER O • x G F WORK.
-(FO) (FO) (FO) (Fo) (FO) (Fo)- EXISTING FIBER OPTIC LINE ,. ,, . --- -----_ 2g�., -iF- � '.;, .• ,. F y� 11 1� 1 0
- - - - SUBDIVISION BOUNDARY w �• ��f _ / ft 3S i e'�. I �� '' 159 0bhAinc. -0,6
PROPOSED PROPERTY LINE X �, .` - " �'�� �� - Dand p�annhgo dvH enghssrhgo sarveyhg SUBDI VISI D; -%3'X _ -� \�x
PROPOSED STREET EASEMENT S G�s� �`�.-._ :ri���::' �, / �-� ��` \ •,r � __ � CARLSBAD, CA. 92008-4387 % V "� ~.�16 - - --- s - _-O ( (760) 931-8700 PROPOSED FIRE HYDRANT - ' - s s s s s s PROPOSED SEWER - _ �� \�� % ' ���� n'' ,�� � / �, - - - ---- w. , : - --
�'r. w \
S PROPOSED SEWER LATERAL APN e / - :.� (�,y. -, t- :: / " ®• =32 •u'' 4 ' �a5 ; - -- - -- LEGAL DESCRIPTION.' 17 ��
_ s s s ---C)- s s s - PROPOSED SEWER MANHOLE : : �� \ '� ,� �� '. \ ��;;° "' - / =- - f- '� \ , A` r 1 rm"'. �'; - / / /%' I THAT PORT/ON OF THE EAST 1/2 OF SECT/ON 12, TOWNSHIP 11 PROPOSED DETENTION AREA SOUTH RANGE 4 WEST SAN BERNARD/NO MERIDIAN, BEING WITHIN ", THE COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA. 9 PROPOSED LOT NUMBER �' `� / �, ��� q y' �` /' ' �O 500 PAD \t.�., -�"� °"� 10,000 SF PROPOSED PAD ELEVA T/ON \�, A ,+ \��� � �� 5''�X- APN' °") LA AREA:
�� 159-240-31
PROP FILL SLOPE ��, ��"� �o i -------- 9.3 ACRES GROSS ---- ------------------ ---------
(2: 1 MAX)
- � � �• v ,°"� PROJECT DESCRIPTION:

PROP CUT SLOPE \ �\ ��J i � , �, � �•\ - i, � / �__--------------- ---- (2: 1 MAX) y\ \\ �,,,/ �, + l� -___ _-__ PROPOSED 46 DWELLING UNIT PROJECT y y
\V \V \V \V PROPOSED DAY LITE APN i`" '� \ �' RETAINING WALL a GENERAL PLAN:

W W W W W W PROPOSED WATER LINE \ „ " �S' I I 0 c�N� \ \ I EX/STING GENERAL PLAN: RR RURAL RESIDENTIAL 1 DU/AC (CITY OF VISTA) 80o PROPOSED CONTOURS APN 5-/ ��\� I "� / °� �3 PROPOSED GENERAL PLAN. MEDIUM DENSITY RESIDENTIAL 10 DU/AC (CITY OF VISTA) F 159-240-21 - C PROPOSED CUT / FILL LINE 20' MINI .

PROPOSED CONCRETE SWALE � v -� ' PROPOSED USE. \� J 10" I SIGNAL FAMILY RESIDENTIAL PROPOSED STREET LIGHT FL' a a PROPOSED RETAINING WALL \\ J',' 4 \� \ , I C 10' a 3 o y SOURCE OF TOPOGRAPHY.- PROPOSED CURB & GUTIER �` , ` E;-� o ;�" I 3 H �l AERIAL TOPOGRAPHY SUPPLIED BY- ANALYTICAL PHOTOGRAMMENTR/C SURVEYS, INC., - - - - ------ PROPOSED STORM DRAIN = �{; `�- • �- -, -=-�-�=�----- _ _ I W ° 647 MAIN STREET, SUITE 1 A, RIVERSIDE CA. 92501, PROPOSED CATCH BASIN � £ � U " AS JOB# 03-134, FLOWN ON 9-08-2003.

Ln
PROPOSED FIRE HYDRANT_ \ L PROPER T Y ADDRESS:
w w w PER V.I.D. STANDARDS \, \\\ \` 100' 50' 0 100 200 300 ' _ _ _ _ _ _ _ I NORTH SANTA FE. / CAMINO LARGO SCALE: 1" = 100' - � I � s
RETAINING WALL I DENSITY.'
TYPICAL LOT DETAIL 5 DU/AC (PROPOSED)
SITE NOT TO SCALE PUBLICAGENCIES:
o SUBDIVISION FIRE: CITY OF VISTA

BOUNDARY
SCHOOLS.• VISTA UNIFIED SCHOOL DISTRICT
W EXISTING SEWER: CITY OF VISTA FUTURE PROPOSED WATER. VISTA IRRIGATION DISTRICT

PORTION OF EXISTING RW TO
z RW 100 RW BE VACATED AND SEWER EXISTING 56' PRIVATE ROAD & UTILITY EASEMENT GAS. SDG&E EXISTING CENTERLINE PER RELOCATED TO RW ELECTRIC. SDG&E RW VARIES CL DWG. NO. J813 8' PROPOSED 40' PRI VA TE ROAD & UTILITY EASEMENT 8' PORTION OF ESMT 4 EXIST SEWER EASEMENT SHEET INDEX.' 50' 50'
10 32 8 8 32 1 D TO BE QUITCLAIMED PROPOSED LOT LINE TO VISTA & WATER PORTION OF ESMT 1 TITLE SHEET IN LIEU FEE TO BE PAID VARIES 1 19' TO TO OCEANSIDE TO BE QUITCLAIMED 2 SITE DEVELOPMENT PLAN FOR CENTER MEDIAN 2% 2' PROPOSED PUBLIC 1' 28' MIN. - VARIES (29'-36) 3 SITE DEVELOPMENT PLAN 2•7 2q 4% 4� �- 2 J UTILITY EASEMENT \ 5' 5' 14' VARIES (15'-22') �- AC PAVEMENT OVER ZONING:
2 PROPOSED 5' SIDEWALK CLASS 2 BASE EXISTING PER SDRSD G-7 2% - - q \ 2q FENCE EX/STING ZONING. A-1 SINGLE FIMIL Y RESIDENTIAL/1 AC MIN. A-1 ZONE 2 5' SIDEWALK PER 6" CURB PER EXISTING 2: 1 PROPOSED ZONING. R-1-B (SMALL LOT DEVELOPMENT) SDRSD G-7 (FUTURE) SDRSD G-1 PA VEMEN T PROPOSED 6" CURB MAX. (FUTURE) PER SDRSD G-1 - - - - - 5" AC OVER 8" CLASS 2 BASE MIN. PER CITY OF VISTA 5' SIDEWALK PER 4 8 EXISTING GROUND 7; STANDARD. IMPROVE TO CL AS RECOMMENDED PER SOILS SDRSD G-7
ENGINEER AND AS APPROVED BY THE CITY OF VISTA. 6" CURB & GUTTER NOR TH SANTA FE Tl 8.5 PER SDRSD G-2 � PORTION OF EXISTING PAVEMENT TO BE ANALYZED -
(ULT/MATE IMPROVEMENT) PROPOSED PUBLIC SHALL MEET STRUCTURAL SECTION REQUIREMENTS (PUBLIC) 8" WATERLINE EXISTING 12" SEWER 4" AC OVER 8" CLASS 2 BASE MIN. PER SOILS ENGINEER LOCATIONMAP EASEMENTS NOT TO SCALE (VID) (VISTA) EXISTING 42" WATERLINE AND AS APPROVED BY THE CITY OF VISTA.

NO SCALE
Q AN EASEMENT FOR PUBLIC ROAD PURPOSES TO THE COUNTY OF SAN DIEGO, OCEANSIDE CAMINO LARGO A]. ] RECORDED: DECEMBER 6, 1926, IN BOOK 1251, PAGE 469 OF DEEDS. (PRI VA TE - NO PARKING) Q AN EASEMENT FOR PUBLIC ROAD PURPOSES TO THE COUNTY OF SAN DIEGO, 60' PUBLIC UTILITY EASEMENT NOT TO SCALE RECORDED: DECEMBER 6, 1926, IN BOOK 1301, PAGE 119 OF DEEDS. CITY OF VISTA - PROJECT INFORMA TION TABLE 3 AN EASEMENT FOR POLE LINES & UNDERGROUND CONDUITS TO SAN DIEGO CONSOLIDATED GAS R/W 50' PRIVATE STREET EASEMENT R/W SITE DEVELOPMENT PLAN & ELECTRIC CO., RECORDED: SEPTEMBER 3, 1930 , IN BOOK 1814, PAGE 157 OF DEEDS.

LANDSCAPE LANDSCAPE DEVELOPER: CALIFORNIA WEST COMMUNIT/ES PHONE. 760 918-6768 `�/�✓i� PARKWAY PARKWAY ADDRESS 5927 PRIESTLY DRIVE, SUITE 110, CARLSBAD, CA 92008 ® AN EASEMENT FOR POLE LINES & UNDERGROUND CONDUITS TO SAN DIEGO CONSOLIDATED GAS & ELECTRIC 6 40 CURB TO CURB 6 SIGNATURE CONSTITUTE THAT ALL PLANS, SPECIFICATIONS, GUARANTEES, c AND OTHER REQUIREMENTS NECESSARY FOR ISSUANCE OF A BUILDING ENGINEER: BHA INC. PHONE: 760-931-8700 CO., RECORDED: MARCH 6, 1953 , IN BOOK 4774, PAGE 1 OF OFFICIAL RECORDS. (NON-PLOTTABLE) 5' 5' 20' 20' 5' 5' PERMIT/PLOT PLAN HAVE BEEN COMPLETED AND APPROVED BY THE ADDRESS: 5115 AVENIDA ENCINAS SUITE 1", CARLSBAD CA. 92008-4387 v�,.��• , Ll
05 A 56 FOOT WIDE GRANT OF RECIPROCAL EASEMENT TO LINDAGREEN LLC, & KYUN TAE KIM, FRANK APPROPRIATE DEPARTMENT TYPE: RESIDENTIAL = 51 SOHAEI, TRUSTEE OF THE FALOR FAMILY TRUST, RECORDED: JUL Y 8, 2013, AS F/P # 2013-0426168 ZONE. R-1-B ASSESSORS PARCEL NO 159-240-07 OpM��p J;�JiVr, J OF OFFICIAL RECORDS. 2� SITE DATA DWELLING UNITS OPEN SPACE DATA z IAR » 2: 1 2 <2�A 20.00 FOOT EASEMENT FOR PIPELINE PURPOSES TO THE CITY OF V/STA, RECORDED: 2% 29 PLANNING DEPARTMENT DA TE AREA SQ. FT COVERAGE % PLAN 1 9 COMMON PRI VA TE zJUNE 26, 1986, AS F/P # 86-260189 OF O.R. MAX. . LOT- NIA NIA PLAN 2 18 NIA NIA BUILDING: NIA PLAN 3 19
A 20.00 FOOT EASEMENT FOR WATERL/NE PURPOSES TO THE CITY OF OCEANSIDE, 5' SIDEWALK PER 5' SIDEWALK PER ENGINEERING DEPARTMENT DATE PARKING: NIA �" AC PA VEMENT OVER J RECORDED: NO VEMBER 14, 1990, AS F/P # 90-615897 OF D.R. SDRSD G-7 CLASS 2 BASE SDRSD G-7 LOADING: NIA TAYLOR ST. ® A 20.00 FOOT WIDE PRIVATE ROAD EASEMENT TO GREGORY REVOCABLE TRUST DATED MAY 21, 2003 PER 6" CURB & GUTTER 6" CURB & GUTTER LANDSCAPE: N A TOTAL UNITS 46 DOC. NO. 2018-0166997, REC. 4-26-2018(APN 159-240-14), JACOBS FAMILY TRUST DATED APR/L 23, PER SDRSD G-2 pR OPOSED PRI VA TE STREETS PER SDRSD G-2 FIRE DEPARTMENT DA TE PARKING ORD. REQ. N/A DRI VEWA Y SETBACK 2010 PER DOC. NO. 2010-0205254, REC. 4-26-2010(APN 159-240-05), R/CHARD WENDRUCK PER DOC. I (SIZE & SLOPE) VICINITY MAP NO. 2017-0426408, REC. 9-18-2017(APN 159-240-06) & WINONA CHALISON PER DOC. NO. (PRI VA TE) GARAGE NIA LOADING NIA RV ONE WAY FRONT L SIDE 5' NO SCALE 2018-0411102, REC. 10-03-2018(APN 159-240-13). NOT TO SCALE PUBLIC WORKS DEPARTMENT DATE COVERED NIA HAND/CAP N A STORAGE TWO WAY ALL HOUSE 10, R SIDE 5' OPEN N 1A TOTAL N A SPACES NIA SLOPE 27. GARAGE 20' REAR 10' K:\Civil 3D\1154\DWG\SDP\1154-SDP 01.dwg, 8/11/2022 9:02:20 AM 08/23/2022 PH2 Page 110 of 165

sl VELOPMENTPLAN P21 -0300 r7�� CAMINO LARGO SHEE T 2 OF 3 SHEE TS 30' 15' 0' 30' 60' 90'
» e
SCALE: 1 = 30 - -\\--------_,,- --; APN
159-240-01
y I I APN
59-240-16 \ B I/l BO N A Y 5
k
EXISTI Sr/NG
\ '� FA A
k A I I U EAS MEN LOT • a ; . `1 ; \ ; J 15 2 —28 o \ ro OG& PL 3
P OP0 D 5 h 10 P XISTING ------ I RAJ DRA/ GE A S 347.9 /�y EAR T 0 R - \ '
\ `\ PL 3 a o
\\ AD 3 .5 P 4.5 3 7 �`\ `
\\ \ \ 1 \ \\ `\ \ c • 5 n a ° 5 ,ST. 8' R PER VG. \ '1` . \ `\ O 4 I L T ` a ° a LO ; NOf 979 — MA TAl \ \ �` �\\• \ \ P ' ` �\ 10 \ Ml EAR \ O AD 3 C AD 2 P 1 ` Ok OF S Z�
0 E \ 1 \\ w 2 \\\

EASEMENT
OF SAN DIE PER BK 51 FT `\ y 20 0 P. RC. \ p' a 5 5 \\\ a . . \ a 1 5 a , 5' p I K 13 P. 119 a a. 40 ' I REC.' 12 611926 \ � \� \ \\ \\ 1 1�t a �, a -L T J T ` \
w
S \ P `M `�AD\328.'2 P 3 .1 .1 , ,
iPER D 1 1 A \ `\ 2\ \ /—r — 11 \1 I
1 1 1 -
l I F v I el \ j/ t�Z=9 OTY \ 11 1 SJ \ w 6 2 `\ `\ ,,PLAIV'2, 1 P �� 1
ROAD �U VEY I '
� w 331.1
/\ � ° 1 ►� \ 12.7 �� \ Vj ,, w V 323.

NO. 39 1
9-21
• 1 O
° I I �, •� 0.' 9 T w
w. PAD,318.2
I 5 5 , , ICs
EXIST. 10 WA TE IN I N \ DWG I '5 - \�
0 ° 5• - LOT 26 5
I \ d LO ,a o 35, — , In I .a — —
\`\ 3211 1p,
w PA�313�
' --- �. - _ PAD 7. a, �' - c�1\O w p KwIl
W - `\ - $ \ s L R=600' PER \ - V£ - '� -- -- — — a — — ° °
°
N _
---------- 0 �\ W _ _ ---_-- ---o- --- CS (S) (S) CS) O CS) (S) S) MIND E) X
W ---- --- --_ -- — _----- _ --- — -- — --- — ---- _----- ----� �_— — --_--- — -- ---_———— —_--- —_-- ---_------_---------------_ ——— --+ \ 0 0 00
EXIS NG 12 EWER X/ST/N 20 WIDE PUBLIC PROPOSE PRl EXIST. — --- ------- EWER ASEMEN7. 0 WSTA, __ ___
OF I/M X 42 EX/ST/N PER CITY OF ISTA RL/ E EASEM T TO S PUBLI U ---- ____ TERL R C/TY AL D G. NO. 1934 _-_---- il OCE NS E AND 20' DE - ^ PR SED 3— " PVC I CE WG. PR/VATS ROAD ---;�-------- �_ \ —15 7SEM T PRI TE ROAD EASEMENT TO 1 = ;-=----do- --- 1 `, \\ ' PRIVA UTL T PIPES OVER \ -- ________-- ----- __ TO BE QUITCLAIMED AP 15 —240-05, 06, 13 & 14 --- :
--- ---- bPO�Sv) PRI\VAlt\ , „ 12 SEWER & 2 WATER J APN ---------- PR
------------ -S7bf?M\`D�A�lV�, `, „ I'I I 9-240-33 — 1'', '" -----------_-- ----- ---------- CLE�I\NQU�,``\ \` \'1 "3\ PROPOSED 15 N— 40' PRIVATE ROAD - -,' ------------- -_-_ - SEMEkT
\
ROPOSED 18" X/S P VATS
P \`\ G - \ \` \` RCP\� L'k TO IST. ARCH - ' �` 90 LI A A2.2 Ov%c/S ��\LUG /

TREVISIONS
—8 EXIST. "-k' _
' i I `\\ \ \\ ` O No. Description Approved by Date 5'-5" ARCH PIPS; I ; I I ; `\\� ` \`\
PER DWG. NO. 1' 18 I I `\ ", I r\\\\ \ \\ bhxinc.

I I mac- I I�_ / I \ \ \ \ / ill "J h� I / �C"'H\ \ \\ \ \ \mil , : -------- - g, ig ig, Y I � � / \\ \ \\ � --------------- �Q�1� ���1�10�1 C���//�� ®f� 0�®®P0�1 �Mf�9® hg Q \ \\ II it I "I'I;I X/Sr/N0'\ \\\ \\\\\\\ \\ OH OH � )� ) -------- -- --- p \
\ 5115 AVENIDA ENCINAS R W 0 ( 0 ------ SUITE L TE DE
\ U iii iii i I / 0H / rr >r I I �IIIIII,I / \;:\\\`•`\ / / _ (O 0 (OH) (OH) �QN1 ----* _-- AR�BAD CA. 92008-4387 760 931-8700
08/23/2022 PH2 Page 111 of 165

SITE DEVELOPMENT PLAN P21 -0300 CAMINO LARGO SHEE T 3 OF 3 SHEE TS A \
159 40-02 1 '
-- I

SUBDIVISION
- --_ / BOUNDARY \ \ _
------ -- -- ---- - - - 77' S \ 01 -- 3�= , LOT
pLAI
PAD
�4.5 13 & 14
l7hsc� gyred Area
mac ' l�� �,
11'1 1 11 I I I I j j i
—/ , IIII11111 ( IIII I I I , /
Ix'\
-----------------
ice\ i/
,PffOPOSED -- �,
%PRIVA-T€,S TREE T
& PUBLI6 UTILITY

EASEMENT'SAID

G EASEMENT TO BE

RANTED TO APN
1 9-240-05,06,13&14
A3.3

REVISIONS
No. Description Approved by Date
30' 15' 0' 30' 60' 90' � I��'
hand p�annhg, dA sngheeing, sur veyhg
SCALE: 1" = 30' 5115 AVENIDA ENCINAS
SUITE "L"
CARLSBAD, CA. 92008-4387
(760) 931-8700
08/23/2022 PH2 Page 112 of 165

HOME OWNER SLOPES, HOA AREAS AND STREET TREES MINIMUM PLANTING REQUIREMENTS TREES SLOPES (AREAS WITH GRADES 4:1 OR STEEPER):

STREET TREES SHALL BE 24"BOX MINIMUM ALL OTHER TREES SHALL BE 15 GALLON MINIMUM SLOPES UP TO EIGHT FEET IN HEIGHT SHALL CONTAIN THE FOLLOWING QUANTITY MAINTENANCE RESPONSIBILITIES "I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND BOTANICAL NAME COMMON NAME WULCOLS OF LANDSCAPING: HOA MAINTAINED IRRIGATION PLANS CONTAINED IN THE CITY OF VISTA'S LANDSCAPE RHUS LANCEA AFRICAN SUMAC LOW 1. ONE 15 GALLON TREE PER 500 SQUARE FEET MANUAL AND WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE • ARBUTUS UNEDO'MARINA' STRAWBERRY TREE LOW 2. ONE 1 GALLON SHRUB PER 100 SQUARE FEET AND ONE 5 GALLON SHRUB PER HOMEOWNER MAINTAINED PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE QUERCUS AGRIFOLIA COAST LIVE OAK LOW 200 SQUARE FEET LANDSCAPE MANUAL AND AGREE TO COMPLY WITH ALL REQUIREMENTS LOPHOSTEMON CONFERTUS BRISBANE BOX MEDIUM 3. GROUNDCOVER SHALL BE PLANTED FROM LINERS OR FLATS AT 12 INCHES HOA MAINTAINED BASIN WHEN SUBMIT ING CONSTRUCTION DOCUMENTS. I CERTIFY THAT THE PLAN o ON-CENTER OR 1 GALLONS AT 18" O.C. IMPLEMENT OS GULATIONS TO PROVIDE EFFICIENT USE OF WATER." JACARANDA MIMOSIFOLIA JACARANDA MEDIUM 4. INSTALL REINFORCED STRAW MATS (SC 150 MANUFACTURED BY NORTH AMERICAN GREEN 1-800-473-1965 OR CITY APPROVED EQUAL) TO ALL SLOPE LAGERSTROEMIA INDICA CRAPE MYRTLE MEDIUM AREAS INCLUDING BIO-BASIN SIDES. 12-6-21 ARK LL 44 5 DATE

HOME OWNER SLOPES AND HOA LANDCAPE AREAS
SHRUBS SLOPES GREATER THAN EIGHT FEET IN HEIGHT SHALL CONTAIN THE BOTANICAL NAME COMMON NAME SPACING WULCOLS FOLLOWING QUANTITY OF LANDSCAPING:

AGAVE SP. AGAVE 24" O.C. LOW I. ONE 15 GALLON TREE PER 500 SQUARE FEET AND ONE 5 GALLON TREE PER PICNIC TABLE ++ BOUGAINVILLEA'LA JOLLA' BOUGAINVILLEA 48" O.C. LOW 1,000 SQUARE FEET '#'A � LANTANA SP. LANTANA 36" O.C. LOW /

2. ONE 1 GALLON SHRUB PER 100 SQUARE FEET AND ONE 5 GALLON SHRUB PER ALOE SP. ALOE 24" O.C. LOW 200 SQUARE FEET CISTUS'SUNSET' ROCKROSE 30" O.C. LOW ' + + DIETES BICOLOR FORTNIGHT LILY 30" O.C. LOW

3. GROUNDCOVER SHALL BE PLANTED FROM LINERS OR FLATS AT 12 INCHES -- ------------
+ FESTUCA MAIREI MAIRE'S FESCUE 30" O.C. LOW ON-CENTER OR 1 GALLON AT 18" O.C. ----------- + + SALVIA'SANTA BARBARA' SAGE 30" O.C. LOW --

4. INSTALL REINFORCED STRAW MATS (SC 150 MANUFACTURED BY NORT BOUTELAUA GRACILIS. BLONDE AMBITION 24" O.C. LOW ++++++ + +++ + ++ + AMERICAN GREEN 1-800-473-1965 OR CITY APPROVED EQUAL) +++++ + ++ + ----- -_ ACACIA SP. ACACIA 8'O.C. LOW CALLISTEMON'LITTLE JOHN' BOTTLEBRUSH 36" O.C. LOW ++++
CISTUS SALVIIFOLIUS ROCKROSE 36" O.C. LOW :♦ ++ + ++++++:"+ + + ' \\ RHAPHIOLEPIS SP. INDIAN HAWTHORN 42" O.C. LOW ♦ '♦♦ +,+++`+'++,+ +++;++++; + +++ + + LpT 46 ♦ ++ + +++ + ++ +' a ARBUTUS UNEDO'COMPACTA' DWARF STRAWBERRY 42" O.C. LOW -----♦.♦♦ +++ '+� + + + '+ . ` s - °- ` .� ' HETEROMELES ARBUTIFOLIA TOYON 6'O.C. LOW .N
LAVATERA SP. TREE MALLOW 5'O.C. LOW .♦♦ 10 ♦ + ++ + + ++ + +
GROUNDCOVER (1 GALLON(18" O.C.),FLATS AND/OR LINERS (12" O.C.)) 39 Lp + L
O ' + L0T 45
BOTANICAL NAME COMMON NAME WULCOLS ; + + ACACIA REDOLENS'DESERT CARPET' ACACIA LOW + BACCHARIS PILULARIS 'PIGEON POINT' COYOTE BUSH LOW COTONEASTER CONGESTUS COTONEASTER LOW - ♦♦'� ull + \ I\ ' , I I ; FESTUCA GLAUCA BLUE FESCUE LOW ♦� ``o LANTANA SP. LANTANA LOW T ++ MYOPORUM PARVIFOLIUM MYOPORUM LOW // ♦♦�J _ LO ++ 1� \ o� D, + + ROSM ORINUS OFF.PROSTRATUS TRAILING ROSEMARY LLOWOW /♦ �"a ++ + 26 ° ° \ II e + 3 \ 9 ; 1 pT44 i . °
1ps
11011
NOTE: SOME OF THE GROUND COVERS ABOVE WILL BE USED SOLELY IN SIGHT DISTANCE CORRIDORS,PARKWAYS AND TOE OF SLOPE / ♦♦ ++ �" '' ' ADJACENT TO WALKS '.♦♦� + .. - I T�o +'+ > . �lv +' II j♦ ♦� p 115 + \ Lps 41 VINES 100/0 1 GALLON LOCATED ON WALL WITHIN HOA AREAS _ L ( ) j�4I s o LOT 25 �\ � �� + ° ;\ BOTANICAL NAME COMMON NAME SPACING WULCOLS OT 36 }
FICUS PUMILA CREEPING FIG 10,O.C. MEDIUM /.J•� .'++ \ s + L w :r Y - - I -- f' 31 >a
. . .

RETENTION BASIN (100% 1 GALLON)HOA MAINTAINED f1 `l � '+ LpT ++` ° a w BOTANICAL NAME COMMON NAME SPACING WULCOLS ♦' �-c + L0 / / _ CAREX PREAEGRICILLIS SEDGE 18" O.C. MEDIUM . ♦ \ T 16 +++ 101 4 +' + _-T/ / __ + + ♦ + 1C� �'� ° Lp + +++ L, � +++ + 35 , ;\ III'' /w . _�:' -_� JUNCUS ACUTUS SPINY RUSH 18" O.C. MEDIUM pT1101, -- — -- w
-I
11011
F �
T3
°a�4
o � ♦ ++ LpT
y.-
. °
L � /w
. • °
1101,
+
3 / / +
LpC33 /w —
+
° a
+ -
a
n 3
i♦, ++ + L0'C � J LOB, / n -
�. y
' ♦' '� +++++ � . ' + \ Y ++ lid - w .i' / i ' ♦♦21 ++++ + 12 - +++ % �'

OPEN LAWN
10 \ X�- o
o
w -
+
o`o
T Of 11
+
3 +++ +

IRRIGATION AND MAINTENANCE NOTES
\, \ w / - 1. LANDSCAPE AREAS IDENTIFIED ON THE LEGEND AS BEING SERVED BY PERMANENT IRRIGATION, + \ w WILL UTILIZE STATE-OF-THE-ART AUTOMATIC,UNDERGROUND,IRRIGATION SYSTEM WITH LOW y . -
;. PRECIPITATION RATE SPRINKLER HEADS. DRIP TUBING SHALL BE USED IN ALL PLANTING AREAS + +
. .
\ `�;\ +'++++ +++++; y \ �` Lp� + t j � /j '/ j / - ADJACENT TO WALKS,DRIVES AND ACTIVITY AREAS y\
-
+
• w
;- - N Q \ \ \ '' + + ++ /•� - ;/ 1. MULCH:ALL REQUIRED PLANTING AREAS AND ALL EXPOSED SOIL AREAS WITHOUT VEGETATION �I ++ +++ /w
J',y\�t'\ .+;: ::..+ �- + + + , ,-,j - SHALL BE COVERED WITH MULCH TO A MINIMUM DEPTH OF 3 INCHES,EXCLUDING SLOPES � � s � + -' 2. TREES SHALL BE MAINTAINED SO THAT ALL HORIZONTAL AND VERTICAL CLEARANCES MEET THE +>' \ -I / / /%�/ '%' SIGHT VISIBILITY REQUIREMENTS INDENTIFIED IN SECTION 2.2.1 OF THE LANDSCAPE MANUAL. + TREE ROOT BARRIERS SHALL BE INSTALLED WHERE TREES ARE PLACED WITHIN 5 FEET OF PUBLIC '++ \ / / j %/ /' IMPROVEMENTS INCLUDING WALKS,CURBS,OR STREET PAVEMENTS OR WHERE NEW PUBLIC 5 IMPROVEMENTS ARE PLACED ADJACENT TO EXISTING TREES. ROOT BARRIERS WILL NOT WRAP « «
+ «
+
+ + + + +
+ /- AROUND THE ROOT BALL + +'
+ +
+ + + +
+ + + + .
+
+ + + «
+ « « « « « «
« « •
q
. . . .
. . . . . +'
a
+ + +
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+
/ 8312 1262 30 +
+
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3 22
+ + + +
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TENTATIVE MAP/
SHEET
--
,w H GRAPHIC SCALE 1
40 ° 40 120' CAMINO LARGO �I �•w/ �c��IIIIII -/ j /' landscape architecture �F � land planning N
j ---------\ www.sjane.com w.s j a i n e.c o m o \ \ N l �IIIIII \ \ ° = RESIDENTIAL o SCALE: 1 40-o° N 08/23/2022 PH2 Page 113 of 165

ETIMATED TOTAL WATER USE (ETWU) WORKSHEET
The project's Estimated Total Water Use is calculated using the following formula:

Fx
ETWU =(E7`r�)( .62 IE
ETWU=Estimated total water use per year (gallons per year) ETo=Evapotranspiration rate(inches per year)
PF=Plant Factor(see requirements in chart)
HA= HydrozoneArea (squarefeet):Define hydrozones by water use:very low,low,moderate and high SLA Special Landscape Area (square feet): Edible plants, irrigated with recycled water,&turf used for active play

0.62 =Conversion Factor(to gallons per square foot)
IE=Irrigation Efficiency(see requirements in chart)

CITY OF VISTA ESIMATED TOTAL WATER USE(ETUA)WORKSHEET
I �
Hydrozone Number(1-4 Below-use as many tables as ---- Line necessary to complete all hydrozones)
1 SLOPES 2 BASINS 3 TREES AND 4 LAWN SLA
VINES ,-
Evapotranspiration Rate (ETo)*

51.1 for Vista area 1 51.1
Conversion Factor- .62 2 0.62
-(Line 1x Line 2) 3 31.682 - -- _- - -� , - ---- Plant Factor(PF)** 4 0.3 0.6 0.6 0.8
Hydrozone Area (HA) - in square
feet 5 101,585 6,500 6,132 5,800 , t` ' ,.
5 (Line 4 x Line 5) 6 30,476 3,900 3,679 4,640 p' LOT ' Irrigation Efficiency(IE)*** 7 0.75 0.751 0.751 0.75 --- ,,
(Line 6=Line 7) 8 40,634 5,2001 4,9061 6,187 TOTA L a l l Line 8s+SLA) 9 56,926
Line 3x Line 9 Estimated Total LOTS Water Use - ETWU(gallons per 10 1803 538 ' III LOT28 h Lof 39 s \ e �'w
year)Total shall not exceed L OT45
MAWAbeIow
I
a � , *ETo=Evapotranspiration rate =51.1 ** PF-Plant Factor(Water Use)- ***IE-Irrigation am• \ I ��s \ r� / i b �� for Vista, from WUCOLS EfficiencyCA Average calculated from values in Select based on type of plants in Spray=.55 State Model Water Efficiency hydrozone: MP rotators =.75 ��� Los 40 i LandscapeOrdinance (MWELO)- 0.1=VLW-Very Low WaterUse Rotor=.70 44 s AppendixA Plants Bubbler=.75 �.' a s \ IIII f31 s LOT

0.3=LW- Low Water Use Pla nts Drip&Micro-spray- 81 �' T'6 -• LO �` II �• a \ � o

0.6=MW-Moderate Water Use ,�
Pin ntr ,
. � I
MAXIMUM APPLIED WATER APPLICATION (MAWA) calculation:

LOT 3�
MAWA= 2,091,308 .� 1

31.682 [{ETAF x )+(I-ETAF)x )]_ �. •. ` „ II, 3 w• oT a "' I I � ' Total Landscape Area Total SLA .' L0T 15 L . . I
= J
ETAF=Evapotranspiration adjustment factor(use.55 residential,.45 non-residential) � - 6 LO C \; 36 \ LOT 3 .27 25 s s v 4 y
i I. ♦ --IId
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T 31110
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HYDROZONELEGEND
L
.
°
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% ;/ COMMON AREA .,, � �� >� ,� www.sjainc.com o -40-0
- �� _ �� N IIIIII o SCALE: 1� \, & \\
08/23/2022 PH2 Page 114 of 165

WALL AND FENCE LEGEND
5' VINYL FENCE
5' TUBULAR STEEL (BLACK)
5' BLOCK WALL (SLUMP)
\
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\ I I LOT 46 •� N -
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LOT
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CAMINO LARGO � LIGHTING CONCEPTUAL PLAN CaliforniaWest

SCHEDULE AND SUMMARIES
L....I `lrlhl� INS.

Luminaire Schedule
Type Symbol Qty Label Arrangement LLF Description Lum. Lumens Lum. Watts Total Watts SL1 17 Eaton Streetworks Vision Small - T3 Single 0.920 LUMINAIRE: AVS-E01-LED-E-U-SL2-7030 @ 20FT 2790 25 450 POLE: SSS-4-A-20-S-T-F-1-X-G
ARM: SA1071-GM
SL2 5 Eaton Streetworks Vision Small - T4 Single 0.920 LUMINAIRE: AVS-E01-LED-E-U-SL4-7030 @ 20FT 2698 25 150 POLE: SSS-4-A-20-S-T-F-1-X-G
ARM: SA1071-GM
SL3 1 Eaton Streetworks Vision Small - Double Single 0.920 LUMINAIRE: 5488 50 50 (1) AVS-E01-LED-E-U-SL3-7030 @ 20FT
0 O O (1) AVS-E01-LED-E-U-SL3-7030 @ 20FT POLE: SSS-4-A-20-S-T-F-1-X-G
ARM: SA1071-GM
Calculation Summary
Label CalcType Units Avg Max Min Avg/Min Max/Min Dog Park Illuminance Fc 0.32 1.9 0.0 N.A. N.A.

Vehicle Hardscape Illuminance Fc 0.45 1.4 0.0 N.A. N.A.

Vehicle Hardscape (ALL) Illuminance Fc 0.43 1.3 0.1 4.30 13.00 LOT C - CAMINO LARGO Illuminance Fc 0.41 0.8 0.0 N.A. N.A.

LOT D - PRIVATE STREET Illuminance Fc 0.45 1.2 0.1 4.50 12.00 LOT E - PRIVATE STREET Illuminance Fc 0.40 1.3 0.1 4.00 13.00 LOT F - PRIVATE STREET Illuminance Fc 0.37 1.2 0.1 3.70 12.00 LOT G - PRIVATE STREET Illuminance Fc 0.45 1.3 0.1 4.50 13.00 LOT H - PRIVATE DRIVEWAY Illuminance Fc 0.55 1.9 0.0 N.A. N.A.

SHEET INDEX SITE MAP
1 SUMMARIES & SCHEDULES
2 ELECTRICAL LIGHTING PLAN 1 ��✓✓ '�% , PROJECT SITE 3 ELECTRICAL LIGHTING PLAN 2
4 SPEC SHEET 1 GO &'�� o Q�OF ESS/p,V�
w E22246 rn
m
MAKE: COOPER-EATON STREETWORKS �P� J� 31-2 q�F
MODEL: VISION SITE LED 'AVS' � yL of CA1 �F QTY: 24 �
rAYLoR sr.

WATTAGE: 25 @ 3000K E
SPEC: SHEET 04 O O
N.T.S. 01 of 04 May 17 2022
08/23/2022 PH2 Page 17 o 165

CAMINO LARGO LIGHTING CONCEPTUAL PLAN CaliforniaWest SHEET 03
LIGHTING PLAN 1
- _ - L KEY MAP N.T.S. \ NORTH —
Will
\ — LOT 3
— J LOT 14
LOT IS
�17
OT 4
\ ` T 2 LOT 13 LOT 16 \ z
\ m
\ i
LOTS o o Lf)
\ \ yi m \ LO 12 � '� LOT 17 m ` I o
\ LOT 1 .; b
m
\ o _ m 1m Im �m
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\ 1 OR v LOT 18 W�G I L 1 W
W m W
1 � o
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I I W -W
Q I LOT a
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ILOT A a a LOT 19
I I BASINA Q JL W
LOT 8
LL OT9
LOT 20
> I n
Q
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Q

CAMINO LARGO
z
I '
� I
I � I
MAKE: COOPER-EATON STREETWORKS
MODEL: VISION SITE LED 'AVS'
QTY: 24
WATTAGE: 25 @ 3000K
oQ�OFESS/pN�
SPEC: SHEET 04 O O �`� �\o A. o � E22246 An
w m
� 31.2 �
Q'
C I R�C \
NOTE:
30 15 0 (IN FEET) 30 60 02 ANY CHANGE OR DEVIATION FROM THE LIGHTING SPECIFICATIONS of 04 ON PLAN SHALL INVALIDATE THIS PHOTOMETRIC ANALYSIS.
08/23/2022 1 INCH = 30 FEET M a��8 o 2022 PH2 9

♦
SHEET 03 ---
CAMINO LARGO LIGHTING CONCEPTUAL PLAN CaliforniaWest LIGHTING PLAN 2 - \ KEY MAP N.T.S. „ NORTH
IT27
\
LOT 28 \
OT 26 \ o
LOT 38 \
LOT 29 /
T25
I \
LOT 30 I
z LOT 24 LOT 39 LOT 46 \ m LOT 37
y a°
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m LOT 23v LOT 40 / LOT 45 I a a3° 63 a
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OT 35 + + + T44 0.3 0.5 0.9 0. °s ` sl a3 3 as N L aq 4 a3 °3 a3 °3 °3 °Z a9
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/ as as
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g LOT 21 + + LOT 42 OT43 ab °3
41 a' 43 a` a3 a3/a/a a'L T34 0.1 0.3 0.7 0.8 a3 a4 /a3 °
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MAKE: COOPER-EATON STREETWORKS
MODEL: VISION SITE LED 'AVS'
QTY: 24 ��`` oFEA SpF��� WATTAGE: 25 @ 3000K
w E22246 m
SPEC: SHEET 04 O O 3 2 Q
trait �
q�F OF C
NOTE:
30 15 0 (IN FEET) 30 60 03 ANY CHANGE OR DEVIATION FROM THE LIGHTING SPECIFICATIONS of 04 ON PLAN SHALL INVALIDATE THIS PHOTOMETRIC ANALYSIS.
08/23/2022 1 INCH = 30 FEET M a�i 19 o 12022 PH2 9

r0001�,
1_.1.,. d11forniaWeSt

CAMINO LARGO

LIGHTING CONCEPTUAL PLAN
I.

SPECIFICATION : PRIVATE STREET LIGHT ► - - �!
. � � .

AVS/AVM VISION SITE LED
DESCRIPTION S t r e e tw o r ks ORDERING INFORMATON Steel Poles The classic lines and sophisticated construction of Vision Site LED Sample Number:AVS-E04-LED-E-U-T3-AP-CPS luminaire makes it an ideal complement to site design.Offering LED Product Family',2•3 Number of LightBARs4.5 Lamp Type Ballast Type Voltage Distribution Color° technology across the AVS and AVM,the Vision Site luminaire provides true family scaling in both physical form and lumen capability for = ision ite mall E01=(1)21 LED LightBAR LED=Solid State E=Electronic U=Universal T2=Type II AP=Gre architectural site lighting applications.UL/cUL listed for use in wet AVM=Vision Site Medium = ig t s Light Emitting (120-277V) T3=Type III IBZ=Bronze r. E03=3 21 LED LightBARs Diode 8=48nv T4=Type IV BK=Black locations. E04=(4)21 LED LightBARs 9=347V 5MQ=Type V Square Medium DP=Dark Platinum E05=(5)21 LED LightBARs° 5WQ=Type V Square Wide GM=Graphite Metallic E06=(6)21 LED LightBARs° 5XQ=Type V Square Extra Wide WH=White F01=(1)7 LED LightBAR RW=Rectangular Wide
F02=(2)7 LED LightBARs SL2=TVpe II with S ill Control F03=13)7 LED LightBARs SL3=T a III with Spill Control SPECIFICATION FEATURES F04=(4)7 LED LightBARs SL4=TypeIV with Spill Control FEATURES F05=(5)7 LED LightBARs° SLL=90°Spill Light Eliminator Left •ASTM Grade steel base plate with ASTM A366 base cover Construction CCT.For the ultimate level of spill factory mounted to luminaire F06=(6)7 LED LightBARs° SLR=90°Spill Light Eliminator Right •Hand hole assembly 3"x 5"on 5"and 6"pole;and 2"x 4"on 4"pole HOUSING:Heavy-wall one-piece, light control,an optional house- and finished in luminaire color. die-cast aluminum housing has side shield accessory can be field Stainless steel structural rod Structural Options 3,9 Options(Add as Suffix) •10'-39'mounting heights precise tolerance control and or factory installed.The house-side measures 1/2"in diameter and Pole Mount 2L=Two circuits' 3 SSS SQUARE •Drilled or tenon(specify) repeatability in manufacturing. shield is designed to seamlessly is provided in luminaire finish CPS=Strut Rod/Square Pole 7030=70 CRI/3000K CCT STRAIGHT STEEL Housing features a partition wall integrate with the SL2,SL3 or SL4 color Or optional natural finish. (Painted to match fixture.Does not include arm)'° 7050=70 CRI/5000K CCT 10 that isolates driver components optics. Product works in conjunction with = rui Kod/tiquare Pole titamless bteel 7060=70 CRI/5700K CCT for cooler operation.Integral dedicated accessory arms(order -�-- (Clevis painted to match fixture.Does not include arm)10 8030=80 CRI/3000K CCT aluminum heat sink provides Electrical separately).Poles are provided CPR=Strut Rod/Round Pole " L90=optics Rotated Left 90° superior thermal heat transfer LED drivers mount to die-cast (Painted to match fixture.Does not include arm) R90=Optics Rotated Right 90° p pre-drilled when structural mount CSR=Strut Rod/Round Pole Stainless Steel 3=Three-Position Terminal Block in+40°C ambient environments. aluminum back housing for option drill pattern is specified. (Clevis painted to match fixture.Does not include arm)11 4=NEMA Photocontrol Receptacle DESIGN CONSIDERATIONS ILL DOOR:One-piece,die-cast optimal heat sinking,operation Additional mounting accessories U=UL Listed/CSA Certified p Wall Mount 15 Wind induced vibrations resulting from steady,unidirectional winds and other aerodynamic forces,as well as vibration and coefficient of height factors for non-grounded mounted installations aluminum construction with tool- efficacy,and prolonged life. available. CPW=strut Rod/Wall Mount ICB=Integral Cold Weather Battery Pack(Specify 120 or 277V) (e tV - g.,installations on bridges or buildings)are not included in this document.The information contained herein is for general guidance only and is not a replacment for professional judgement. less release latch.Door swings Standard drivers feature electronic z DIM-0 10V Dimming Driver Consult with a professional,and local and federal standards,before ordering to ensure product is appropriate for the intended purpose and installation location.Also, lease review Eaton's Light Pole g (Painted to match fixture.Does not include arm) P 9 PP P P 9 down and is retained on two catch universal voltage(120-277V Finish �+ �p CSW=Strut Rod/Wall Mount Stainless Steel MS-LXX=Motion Sensor for ON/OFF Operation 16 White Paper for risk factors and design considerations.Learn more.

AVS/AVM 12 MS/X-LXX=Motion Sensor for Bi-Level Switching 11 hinges.GASKET:Continuous 50/60Hz►,347V 60Hz or 480V 60Hz Housing is finished in five stage (Clevis painted to match fixture.Does not include arm) 8 Specifications and dimensions subject to change without notice.Consult your lighting representative at Eaton or visit www.eaton.comAighting for available options,accessories and ordering information. 9 p g P P p P polyester VISION SITE LED DIMRF-LW=LumaWatt Wireless Sensor,Wide Lens for 8'-16'Mounting Height gasket provided to seal housing to operation.480V is compatible for super premium TGIC of ester DIMRF-LN=LumaWatt Wireless Sensor,Narrow Lens for 16'-40'Mounting Height 18 optic tray.LENS:Downlight lens is use with 480V Wye systems only. powder coat paint,2.5 mil nominal HSS=Field Installed House Side Shield 18 LED board integrated acrylic over- Greater than 0.9 power factor,less thickness for superior protection ORDERING INFORMATION optics,each individually sealed for than 20%harmonic distortion,and against fade and wear.LightBAR 1 -6 LightBARs Accessories(Order Separately)20 SAMPLE NUMBER:SSS5A20SFM1XG IP66 rating.HARDWARE:Tool-less is suitable for operation in-40°C cover plates are standard white OA/RA1016=NEMA Photocontrol-Multi-Tap SA1108-XX=Single Tenon Adapter for 3-1/2"O.D.Tenon SA1231-XX=Structural Mount Wall Mount Arm N release door latch is stainless steel/ to 40°C ambient environments. and may be specified to match Solid State LED OA/RA1027=NEMA Photocontrol-480V SA1109-XX=2@180°Tenon Adapter for 3-1/2"O.D.Tenon SA1017-XX=Single Tenon Adapter for 2-3/8"O.D.Tenon Product Shaft Size Wall Mounting BaseType Finish MountingType NumberOptions aluminum construction,painted to All fixtures are shipped standard finish of luminaire housing. OA/RA1201=NEMA Photocontrol-347V SA1110-XX=3@120°Tenon Adapter for 3-1/2"O.D.Tenon SA1018-xx=2@1E0°Tenon Adapter fort-3/8"O.D.Tenon Family (inches) Thickness Height and Lengths (Add as Suffix) (inches) (Feet) Location (Feet)
match housing and allows access with 10kV/10kA common- Standard colors include black, OA1223=10kV Circuit Module Replacement SA1111-XX=4@90°Tenon Adapter for 3-1/2"O.D.Tenon SA1019-XX=3@120°Tenon Adapterfor 2-3/8"O.D.Tenon of Arms AREA/SITE LUMINAIRE LS/HSS=Factory Installed House Side Shield R1 SAII112-XX=2@90°Tenon Adapter for 3-1/2"O.D.Tenon SA1045-XX=4@90°Tenon Adapter for 2-3/8"O.D.Tenon to internal housing and electrical and differential-mode surge bronze,grey,white,dark platinum s$S=s uare a-a" 17T7777 s=squar F=Dark Bronze 2=2-3/a"o.D.Tenon la"Lon SA7113-XX=3@90°Tenon Adapter for 3-1/2"O.D.Tenon SA1048-XX=2@90°Tenon Adapter for 2-3/S"O.D.Tenon q � 91 1=Sin le X=None A=1/2"Tapped Hubs components. protection.LightBARs feature and graphite metallic.RAL and AVS SA7114-XX=2@120°Tenon Adapter for 3-1/2"O.D.Tenon SA1115-XX=3@90°Tenon Adapterfor 2-3/8"O.D.Tenon Strai ht 5=5 Steel G=Galvanized Steel 3=3-1/2"O.D.Tenon(5"Long) 2=2 at 180° 6 3/4"Tapped Hub' SA1071-XX=5"At for Square Pole tee 6-6 Base J=Summit White 4 4 O.D.Tenon I6 Lon and IP66 enclosure rating and custom color matches available. $A1116-xx=2@120°Tenon Adapterfor O.D.Tenon g) 3=Triple C=Convenience 0 1073- = erect mount or quare Pole AVM P ' K=Carbon Bronze 9=3"O.D.Tenon 14"Long) 4=4 at 9o° Outlet° Optics maintain greater than95/olumen Consult Outdoor Architectural SA1010-XX=Single TenonAdapterfor3-1/2"O.D.TenonSA1074-XX=5"Arm for Round Pole SA1050-XX=6"Arm for Square Pole ' L=Dark Platinum 6=2-3/8"O.D.Tenon(6"Long) 5=2 at 90° E=GFCI Convenience Choice Of twelve patented,high- maintenance at 60,000 hours per Colors brochure for a complete SA1076-XX=Direct Mount for Round Pole SA1051-XX=10"Arm for Square Pole 1a SA1011-XX=2@180°Tenon Adapterfor 3-1/2"O.D.Tenon ' R=Hartford Green 7=4"O.D.Tenon(10"Long) X=None Outlet° efficiency AccuLED OpticsTMIESNA TM-21.Occupancy sensor Selection. SA1077-XX=Wall Bracket with 5"Arm 22 SA1052-XX=6"Arm for Round Pole SA1012-XX=3@120°Tenon Adapter for 3-1/2"O.D.Tenon = ' S=Silver A=TypeA Drilling J G=Ground Lu distributions.Optics are precisely and dimming options available. SA1200-xx=Direct Wall Mount Kit 22 SA1053-XX=10"Arm for Round Pole23 SA1013-XX=4@90°Tenon Adapter for 3-1/2"O.D.Tenon I T=Gra hite Metallic C=Type C Drilling H=Additional Hand designed to shape the light Warranty SA1101-XX=Single Tenon Adapter for 2-3/8"O.D.Tenon SA1054-XX=Wall Mount Kit with 6"Arm SA1014-XX=2@90°Tenon Adapter for 3-1/2"O.D.Tenon V=Grey E=T e E Drillin Holes SA1015-XX=2@120°Tenon Adapter for 3-1/2"O.D.Tenon W=White F=T e F Drillin V=Vibration Output,maximizing efficiency and Mounting Five-year warranty. SA1102-XX=2@18o°Tenon Adapterfor 2-3/8"O.D.Tenon SA1056-XX=Direct Mount for Square Pole X=Custom Color G=Type G Drilling Dampener TenonD Adapter for 3-1/2"O. .
application spacing.AccuLED ARM:One-piece extruded � $A7103-XX=3@1200 Tenon Adapter for 2-3/8"O.D.Tenon SA7057-XX=Direct Mount for Round Pole SA1016-XX=3@90°Tenon Y=Black J=Type J Drilling Optics technology creates aluminum arm available in SA1104-XX=4@90°Tenon Adapter for 2-3/8"O.D.Tenon SA1058-XX=Wall Bracket with 6"Arm 22 K=Type K Drilling consistent distributions with the standard 5"lengths(AVS)and SA7105-XX=2@90°Tenon Adapter for 2-3/8"O.D.Tenon SA1201-XX=Direct Wall Mount Kit 22 N Type M Drilling scalability to meet customized 6"and 10"(AVM),Internal bolts CERTIFICATION DATA SA1106-XX=3@90°TennonAdapterfon Adapter r2-3/ O.D. eno.D.Tenon SA7207-XX=Mast Arm Adapter R=Type R Drilling UL/CUL Listed SA1107-XX=2@ 120°Tenon Adapter for 2-3/8"O.D.Tenon Z=Type Z Drilling application requirements.Offered guides allow easy positioning of g Standard in 4000K +/ 275K CCT
ISO 9001 NOTES:
( ► fixture during installation to pole NOTES:1.All shaft sizes nominal.2.Square poles are 3 at 90°,round poles are 3 at 120°.3.Tapped Hub is located 5'below the pole top and on the same side of pole as hand hole,unless specified IP66 LightBARs 1.Customer is responsible for engineering analysis to confirm pole and fixture compatibility for all applications.Refer to our white paper WP513001EN for additional support information. and minimum 70 CRI.Optional or wall surface.STRUCTURAL 2.DesignUghts Consortium-Qualified.Refer to www.designlights.org Qualified Products List under Family Models for details. otherwise.4.Outlet is located 4'above base and on same side of pole as hand hole,unless specified otherwise.Receptacle not included,provision only.5.Additional hand hole is located 12"below pole LM79/LM80 Compliant top and 90°from standard hand hole location,unless otherwise specified. 3000K CCT,5000K CCT and 5700K MOUNT:Die-cast aluminum cleat 1.5 G Vibration Tested 3.Arm not included.Order separately.

4.Standard 4000K CCT and greater than 70 CRI.

DesignLights ConsortiumTM Qualified* 5.21 LED LightBAR powered at 350mA,7 LED LightBAR powered at 1A.

S.Available on AVM only. DIMENSIONS

7.Only for use with 480V Wye systems.Per NEC,not for use with ungrounded systems,impedance grounded systems or corner grounded systems(commonly known asThree Phase Three Wire Delta,Three Phase High Leg Delta DIMENSIONS ENERGY DATA and Three Phase Corner Grounded Delta systems).

Electronic LED Driver S.Custom and RAL color matching avialable upon request.Consult your customer service representative for more information. \ / BC >0.9 Power Factor 9.Add as suffix in the order shown. 0 f10%Total Harmonic Distortion 10.Compatible with 5"SA1071(AVS)or 10"SA1051(AVM)arm only.

AVS 11.Compatible with 5"SA1074(AVS)or 10"SA1053(AVM)arm only. \ Hand Hole 6"[152mm] 120-277V/50&6oHz,347V/6OHz, 12.Wall mount structural options do not include arm assembly(See accessories).Compatible with 5"SA1071(AVS)or SA1231(AVM)arm only. - - 12-5/16"
48oV/6OHz
AVM 13.Low-level output varies by bar count.Consult factory.Requires two or more light bars. 7"[178mm] -30°C Minimum Temperature 14.Extended lead times apply.See website for IES files. D 40°C Ambient Temperature Rating 15 Available with E01-E02 and F01-F02 configurations only(AVS)or E01-E04 and F01-F04 configurations only(AVM).Specify 120V or 277V.LED cold weather integral battery pack is rated for minimum operating temperature BP -4°F Sensor
m).Operates one light bar for 90-minutes.

E01 Not available in all configurations,consul[factory.Rated for use in i250Cgur ambient. OoO 00 L J \\ \\ \\ \\ \\ \\ \\ \\ EPA 16.Sensor mounted to the luminaire.Available in E01-E04 and F01-F04 configurations(AVS)or E01-E06 and F01-FOB configurations(AVM).Replace XX with mounting height in feet for proper lens selection(e.g.,MS-L25). OoDo B \ \ \ \ \ \ \ d \ AVS 13-1/2"[343mm]J I AVS 23"[584mm] Consult factory for more information. °o O Effective Projected Area:(Sq.Ft.) 17.Sensor mounted to the luminaire.Available in E02-E04 and F02-F04 configurations(AVS)or E01-E06 and F01-F06 configurations(AVM).Replace X with number of light bars operating at low output mode and replace XX with p0o O Base View AVM 17"[432mm] AVM 28"[724mm1 AVS 9 9 P 9 p 9 P P o�O0 o AB AVS Single:1.18 w/Arm 00
mounting height in feet for proper lens selection(e.g.,MS/3-L251.Maximum four light bars in low output mode.Consult factory for more information. 5" 2mmor SOo o a O O \ \ \ \ \ \ \ \ \ AVS Single Structural:1.27 w/Arm oo O 9 19.LumaWatt wireless sensors are factory installed only requiring network components RF-EM7,RF-GW1 and RF-ROUTt in appropriate quantities.See www.eaton.wm/lighting for LumaWatt application information.

AVM AVM Single:1.89 w/Arm 19.Only for use with SL2,SL3 and SL4 distributions.Not available with L90 or R90 options. Oo0`� o o O 0
6"or 10"[152mm or 254mm] Be:

AVM Single Structural:2.09 w/Arm 2.Replace XX with color designation. Q �°��og o Size ❑ j // // // // // �� \// // // 0 00000
211.One required for each light bars.Not available with L90 or R90 options. � oO ($) \ � SHIPPING DATA 22.For use in downlighting applications only. 0 °� p oPCM O O \/\\
Approximate Net Weight: H

2.Use when mounting fixture heads at increments. L J AVS:351bs.(15.91 kgs.) \ \ \\ \ \ \ 24 or See technical information.