I. The proposed project is consistent with the General Plan and all applicable requirements of SBMC Title 17 (Zoning Ordinance), including special regulations, overlay zones and specific plans.
General Plan Consistency: The project, as conditioned, is consistent with the City’s General Plan designation of Low Density Residential in the General Plan and intended for single-family residential development with a maximum density of three dwelling units per acre. The development is also consistent with the objectives of the General Plan as it encourages the development and maintenance of healthy residential neighborhoods, the stability of transitional neighborhoods, and the rehabilitation of deteriorated neighborhoods.
Specific Plans and Special Overlays: The property is located in the Scaled Residential Overlay Zone (SROZ), which specifies development standards to preserve and enhance the existing community character and aesthetic quality of the City of Solana Beach, by providing regulations to ensure and protect the character, traditional scale, and seaside orientation of established residential neighborhoods. The project, as designed, complies with the SROZ maximum allowable floor area.
The proposed project is also located within the Coastal Zone. As a condition of project approval, the Applicant will be required to obtain a Coastal Development Permit, Waiver, or Exemption from the California Coastal Commission prior to the issuance of building or grading permits.
Zoning Ordinance Consistency SBMC Section 17.20.010(C) specifies that the LR Zone is intended for residential development in areas characterized primarily by detached single-family homes on both older and newer subdivided lots. SBMC Section 17.20.030 outlines property development regulations, which are analyzed below.
Minimum Yards/Setbacks:
Minimum yard dimensions (setbacks) for the LR Zone are determined by the setback designator indicated on the City of Solana Beach Official Zoning Map. The setback designator for the subject property is “c”, which requires 25-foot front and rear yard setbacks and 10-foot street and interior side yard setbacks. The proposed residence will be constructed entirely within the buildable area of the property and includes allowable two-foot encroachments into the setbacks for roof eaves. As designed, the project meets all required setbacks.
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Maximum Floor Area Ratio:
The maximum allowable floor area calculation for 35,101 square-foot lot is as follows:
0.50 for first 6,000 ft2
0.175 for 6,000 to 15,000 ft2
3,000 ft2
1,575 ft2
0.100 for 15,000 to 20,000 ft2 500 ft2
0.050 for ft2 above 20,000 755 ft2
Maximum Allowable Floor Area: 5,830 ft2
The existing development includes a 4,225 square-foot, single-story singlefamily residence and a 703 square-foot attached two-car garage. The subtotal of the gross floor area with the project would be 4,928 square feet.
The SBMC parking regulations require two off-street parking spaces per single-family residence. When required spaces are provided in a garage, 200 square feet of floor area is exempted for each required space. The proposed 703 square-foot garage provides two unobstructed parking spaces, and two spaces are required in total for the project; therefore, the project is afforded a 400 square-foot exemption from gross floor area calculation. With the off-street parking exemption, the total gross floor area of the project would be 4,528 square feet, which is 1,302 square feet below the maximum allowable for the property.
Maximum Building Height:
The maximum building height for the LR Zone is 25 feet. The maximum height of the proposed residence would be 16.00 feet above the existing grade or 200.50 feet above MSL. As a condition of approval, the Applicant would be required to submit a height certification to certify that the proposed residence would not exceed 16 feet in height or 16.00 feet or 200.50 feet above MSL.
Required Off-Street Parking:
A single-family residence requires two off-street parking spaces, pursuant to SBMC Section 17.52.040 and the Off-Street Parking Design Manual (OSPDM). A total of two off-street parking spaces are required by the project and two unobstructed 9-foot by 19-foot parking spaces are accommodated in the proposed garage.
Fences, Walls and Retaining Walls:
Within the front yard setback, the SBMC Section 17.20.040(O) allows fences and walls, or any combination thereof, to be no higher than 42 inches in height as measured from existing grade, except for an additional Resolution 2024-115
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2 feet that is at least 80% open to light. Fences, walls and retaining walls located within the rear and interior side yards are allowed to be up to 6 feet in height with an additional 2 feet that is 50% open to light and air. Fence and wall height is measured from the pre-existing grade.
Currently, the plans show a proposed 6-foot wood fence starting at the west side of the garage that follows the side yard property line to the rear yard property line that then stops at the top of the slope at that point it turns into a 6 foot tall tubular steel view fence that follows the top of the slope as you move south toward the eastern side of the proposed residence. At the 10- foot side yard setback the fence turns back into the 6 foot tall wooden fence and follows the side yard property line until you reach the eastern side of the front of the proposed residence.
The fence shown on the plans is in compliance with the requirements of SBMC 17.20.040(O) and 17.60.070(C). If the Applicant decides to modify any of the fences and walls or construct additional fences and walls on the project site, a condition of project approval indicates that they would be required to comply with the Municipal Code.
Water Efficient Landscape:
The project is subject to the current water efficient landscaping regulations of SBMC Chapter 17.56. A Landscape Documentation Package is required for new development projects with an aggregate landscape equal to or greater than 500 square feet requiring a building permit, plan check, or development review. The Applicant provided a conceptual landscape plan that has been reviewed by the City’s third-party landscape architect, who has recommended approval. The Applicant will be required to submit detailed construction landscape drawings that will be reviewed by the City’s third-party landscape architect for conformance with the approved plan. In addition, the City’s consultant will perform an inspection during the construction phase of the project.
II. The proposed development complies with the following development review criteria set forth in Solana Beach Municipal Code Section
17.68.040.F:
a. Relationship with Adjacent Land Uses: The development shall be designed in a manner compatible with and complementary to existing development in the immediate vicinity of the project site and the surrounding neighborhood. The development as
proposed shall also be compatible in scale, apparent bulk, and massing with such existing development in the surrounding neighborhood. Site planning on or near the perimeter of the development shall give consideration to the protection of surrounding areas from potential adverse effects.
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The property and the surrounding neighborhood are located in the LR Zone. Surrounding properties are also located within the LR Zone and are developed with one- and two-story singlefamily residences. The property is located on the southeast corner of the intersection of S. Nardo Avenue and Bel Ranch Road and is part of what was previously called the “Ocean Ranch Subdivision,” which consists of eight LR lots that are intended to be developed with single-family homes. The
proposed project is comparatively within range of the existing development in the immediate surrounding neighborhood.
b. Building and Structure Placement: Buildings and structures shall be sited and designed to minimize adverse impacts on the surrounding properties and designed in a manner which visually and functionally enhance their intended use and complement existing site topography. Multi-family residential buildings shall be sited to avoid crowding and to allow for a functional use of the space between buildings.
The proposed project includes the construction of a new singlestory, single-family residence with an attached garage and site improvements on a vacant lot. The residence is located in the buildable area of the property and will not exceed 16 feet in height as measured from the existing grade. The residence would consist of an open concept kitchen/dining/great room with a “morning room,” pantry, and laundry room off the kitchen and a powder room, two bedrooms with ensuite bathrooms, a flex room, study, and primary bedroom suite off the other side of the open concept room. A 29 SF covered front porch will be included in the FAR and a 610 SF covered patio outside of the open concept room will not be included in the FAR.
c. Landscaping: The removal of significant native vegetation shall be minimized. Replacement vegetation and landscaping shall be compatible with the vegetation of the surrounding area. To the maximum extent practicable, landscaping and plantings shall be used to screen parking areas, storage areas, access roads, and other service uses of the site. Trees and other large plantings shall not obstruct significant views when installed or at maturity.
Drought tolerant plant materials and water conserving irrigation systems shall be incorporated into all landscaping plans.
The proposed landscape plan also includes two trees located in front of the proposed residence and ground cover in the bioretention basins.
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In addition to complying with the water efficient landscape regulations, the Applicant would also be required to submit a landscape construction plan in substantial conformance with the planting plan presented to the City Council should the City Council approve the project. If the Applicant or subsequent property owner decides to modify the landscape plan prior to the final inspection by the City’s third-party landscape professional, a DRP modification shall be required unless one of the original anchor trees is maintained, the alternative tree or plant species have a 16 ft. mature height (or lower), the tree and plant species are native and non-invasive, and the modified landscape plan meets the City’s water efficiency requirements, then an approved landscape plan revision and a final inspection are required. Additionally, any replaced plant species must be typical of the water use requirements of the plants replaced, provided that the replaced vegetation does not result in mixing high water use plants with low water use plants in the same hydro-zone. A condition has also been added to require that native or drought-tolerant and non-invasive plant materials and water-conserving irrigation systems are required to be
incorporated into the landscaping to the extent feasible. d. Roads, Pedestrian Walkways, Parking and Storage Areas: Any development involving more than one building or structure shall provide common access roads and pedestrian walkways. Parking and outside storage areas, where permitted, shall be screened from view, to the extent feasible, by existing topography, by the placement of buildings and structures, or by landscaping and plantings.
The two required off-street parking spaces would be located within the proposed garage, which would be accessed by a new driveway located at the southwest corner of the street frontage.
A new pedestrian walkway would follow the east side of the proposed driveway and access the main entry to the primary residence.
e. Grading: To the extent feasible, natural topography and scenic features of the site shall be retained and incorporated into the proposed development. Any grading or earth-moving operations in connection with the proposed development shall be planned and executed so as to blend with the existing terrain both on and adjacent to the site. Existing exposed or disturbed slopes shall be landscaped with native or naturalized non-native vegetation and existing erosion problems shall be corrected.
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The Applicant is proposing 140 cubic yards of cut and 200 cubic yards of removal and recompaction for a total aggregate grading quantity of 340 cubic yards. The proposed grade would follow the topography created with the Final Map and approved by the Subdivision.
f. Lighting: Light fixtures for walkways, parking areas, driveways, and other facilities shall be provided in sufficient number and at proper locations to assure safe and convenient nighttime use.
All light fixtures shall be appropriately shielded so that no light or glare is transmitted or reflected in such concentrated quantities or intensities as to be detrimental to the surrounding areas per SBMC 17.60.060 (Exterior Lighting Regulations).
A condition of project approval requires that all new exterior lighting fixtures comply with the City-Wide Lighting Regulations of the Zoning Ordinance (SBMC 17.60.060). All light fixtures shall be shielded so that no light or glare is transmitted or reflected in such concentrated quantities or intensities as to be detrimental to the surrounding area.
g. Usable Open Space: Recreational facilities proposed within required usable open space shall be located and designed to maintain essential open space values.
The project consists of the construction of a single-family residence on a vacant residential lot; therefore, usable open space and recreational facilities are neither proposed nor required according to SBMC Section 17.20.040. As a condition of approval, the Applicant will be required to pay the City’s Park Impact Fee.
III. All required permits and approvals including variances, conditional use permits, comprehensive sign plans, and coastal development permits have been obtained prior to or concurrently with the development review permit.
All required permits are being processed concurrently with the Development Review Permit.
IV. If the development project also requires a permit or approval to be issued by a state or federal agency, the city council may conditionally approve the development review permit upon the Applicant obtaining the required permit or approval from the other agency.
The Applicant shall obtain approval from the California Coastal Commission prior to issuance of Building or Grading Permits.
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V. CONDITIONS:
Prior to use or development of the property in reliance on this permit, the Applicant and any successors in interest shall provide for and adhere to the following conditions:
A. Community Development Department Conditions:
I. The Applicant shall pay required Fire Mitigation, Park Development and Public Use Facilities Impact Fees, as established by SBMC Chapter 15.60, Chapter 15.65, Chapter 15.66, and Resolution 2018- 147.
II. The Building Permit plans must be in substantial conformance with the architectural plans presented to the City Council on December 11, 2024, and located in the project file with a submittal date of December 2, 2024.
III. Prior to requesting a framing inspection, the Applicant shall be required to submit a height certification, signed by a licensed land surveyor, certifying that the building envelope is in conformance with City Council approval on December 11, 2024, and that the maximum height of the proposed addition will not exceed 16.00 feet above the existing grade (or 200.50 feet above MSL).
IV. Any proposed onsite fences, walls and retaining walls and any proposed railing located on top, or any combination thereof, shall comply with applicable regulations of SBMC Section 17.20.040 and
17.60.070 (Fences and Walls).
V. The Applicant shall obtain required California Coastal Commission (CCC) approval of a Coastal Development Permit, Waiver or Exemption as determined necessary by the CCC, prior to the issuance of a grading or building permit.
VI. Native or drought tolerant and non-invasive plant materials and water conserving irrigation systems shall be incorporated into any proposed landscaping and compatible with the surrounding area to the extent feasible.
VII. If the Applicant or subsequent property owner decides to modify the landscape plan prior to the final inspection by the City’s third-party landscape professional a DRP modification shall be required unless one of the originally proposed anchor trees are maintained, the alternative tree or plant species have a mature height of 16 feet (or lower than), the tree and plant species are native, non-invasive, and Resolution 2024-115
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meet the City’s water efficiency requirements, then only a landscape plan revision reviewed and approved by the City’s third-party landscape architect and a final inspection is required.
VIII. If the Applicant or subsequent property owner decides to modify the landscape plan prior to the final inspection by the City’s third-party landscape professional a DRP modification shall be required unless the alternative tree or plant species have a mature height that is the same (or lower than) the height of the residence, the tree and plant species are native, non-invasive, and meet the City’s water efficiency requirements, then only a landscape plan revision reviewed and approved by the City’s third-party landscape architect and a final inspection is required.
IX. All new exterior lighting fixtures shall be in conformance with the Citywide lighting regulations of the Zoning Ordinance (SBMC 17.60.060).
All light fixtures shall be appropriately shielded so that no light or glare is transmitted or reflected in such concentrated quantities or intensities as to be detrimental to the surrounding area.
X. Construction vehicles shall be parked on the subject property at all times when feasible. If construction activity prohibits parking on the subject property, the Applicant shall ensure construction vehicles are parked in such a way to allow sufficient vehicular access and minimize impact to the surrounding neighbors.
XI. The Applicant shall connect to temporary electrical service as soon as feasible to the satisfaction of the City.
IV. Pursuant to SBMC 17.68.040 subsection K, the signed final development plan shall be the official site layout for the property and shall be attached to any application for a building permit for the subject property. Any subsequent revisions or changes to the final development plan as approved by the Council will require an amendment to the approved DRP.
B. Fire Department Conditions:
I. RESPONSE MAPS: Any new development, which necessitates updating of emergency response maps by virtue of new structures, hydrants, roadways or similar features, shall be required to provide map updates in one of the following formats (AutoCad DWG, DXF, ESRI shapefile, ESRI personal geodatabase, or XML format) and shall be charged a reasonable fee for updating all response maps per the Solana Beach Municipal Code Title 15 Building and Construction Chapter 15.32 Fire Code Section 104.12.
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II. CONSTRUCTION MATERIALS: Prior to delivery of combustible building construction materials to the project site all the following conditions shall be completed to the satisfaction of the Solana Beach Fire Department and per the 2022 California Fire Code Chapter 33:
a. All wet and dry utilities shall be installed and approved by the appropriate inspecting department or agency.
b. As a minimum the first lift of asphalt paving shall be in place to provide a permanent all-weather surface for emergency vehicles; and
c. Water supply for fire protection (fire hydrants and standpipes) shall be installed, in service and accepted by the Fire Department and applicable water district.
III. OBSTRUCTION OF ROADWAYS DURING CONSTRUCTION: All
roadways shall be a minimum of 20 feet in width during construction and maintained free and clear, including the parking of vehicles per the 2022 California Fire Code Chapter 5 Section 503.4 and 503.2.1.
IV. FIRE HYDRANTS AND FIRE FLOWS: The applicant shall provide fire hydrants of a type, number, and location satisfactory to the Solana Beach Fire Department. A letter from the water agency serving the area shall be provided that states the required fire flow is available. Residential fire hydrants shall have one (1) 4” inch NST outlet, and one (1) 2 ½” inch NST outlets per the Solana Beach Municipal Code Title 15 Building and Construction Chapter 15.32 Fire Code Section 507.5.1 to 507.5.1.02.
V. ADDRESS NUMBERS: STREET NUMBERS: Approved numbers
and/or addresses shall be placed on all new and existing buildings and at appropriate additional locations as to be plainly visible and legible from the street or roadway fronting the property from either direction of approach. Said numbers shall contrast with their background and shall meet the following minimum standards as to size: 4” high with a ½” inch stroke width for residential buildings.
Additional numbers shall be required where deemed necessary by the Fire Marshal, such as rear access doors, building corners, and entrances to commercial centers per the 2022 California Fire Code Chapter 5 Section 505.1.
VI. AUTOMATIC FIRE SPRINKLER SYSTEM-ONE- AND TWOFAMILY DWELLINGS: Structures shall be protected by an automatic fire sprinkler system designed and installed. Plans for the automatic fire sprinkler system shall be submitted as Deferred Submittal and approved by the Solana Beach Fire Department prior to installation Resolution 2024-115
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per the Solana Beach Municipal Code Title 15 Building and Construction Chapter 15.32 Fire Code Section 15.32.230 Section 903.2 (NEW) or Section 903.2.01 (ADDITIONS, REMODELS) or Section 903.2.02 (NEW COMMERCIAL).
VII. CLASS “A” ROOF: All structures shall be provided with a Class “A” Roof covering to the satisfaction of the Solana Beach Fire Department and per the 2022 California Building Code Chapter 15 Section 1505.
VIII. SOLAR PHOTOVOLTAIC INSTALLATIONS (Solar Panels): Solar Photovoltaic systems shall be installed per Solana Beach Fire Department requirements and per the 2022 California Fire Code Chapter 12 Section 1204.
C. Engineering Department Conditions:
I. Prior to the completion of a final inspection, all requirements of DRP/SDP/SMAP 17-15-15 conditions as outlined in City Council Resolution No. RES 2019-046 shall be implemented to the satisfaction of the City Engineer.
II. Prior to the completion of a final inspection for any of lots 1 through 8, all public improvements as outlined on improvement plan No. CG3181 shall be constructed by the Applicant and accepted by the City.
III. Per current rates, the Applicant shall pay in full the one-time sewer capacity fee of $4,500.00 per Equivalent Dwelling Unit (EDU) prior to Building Permit Issuance. The EDU assignment is determined by SBMC 14.08.060. The proposed residential unit would increase the property’s EDU assignment by 1.0 EDU. The proposed ADU unit would increase the property’s EDU assignment by 0.8 EDU. The cost the Applicant is responsible for is $8,100.00 to be paid concurrently with Building Permit Issuance (1.8 EDU multiplied by $4,500.00).
IV. The Applicant shall pay a Regional Transportation Congestion Program RTCIP Fee prior to Building Permit Issuance for every Lot.
The current rate for a single-family dwelling unit is $3,623.
V. The Applicant shall record the Encroachment Maintenance Removal Agreement (EMRA) for each lot within the Ocean Ranch Subdivision with the County of San Diego prior to the release of the Public Improvement and Grading Bond and Security deposit/Final Inspection of the Building Permit. The EMRA shall be recorded for all private improvements in the Public Right-Of-Way of Bell Ranch Resolution 2024-115
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Road and Nardo Ave fronting or adjacent to each of lots 1 through 8 including but not limited to:
a. 5-10’ wide DG area compacted and graded at 2% towards the flow line for walking and parking purposes; and
b. Concrete curbs along the property frontages; and
c. LID Roadside Swales across all property frontages including cobble rip-rap, drainage swales, landscaping, irrigation lines; and
d. Any drainage pipes, mailboxes, private cleanouts, subdrains, sewer and storm drain force pressurized and non-pressurized pipes, driveways, etc.
VI. Applicant shall pay a TIF (Traffic Impact Fee) associated with the construction of the new single-family residence prior to Building Permit Issuance that is required. The current fee rate for a Residential-Single-Family is $18,924 per dwelling unit.
VII. The Applicant shall pay a TIF (Traffic Impact Fee) associated with the construction of the Accessory Dwelling Units prior to Building Permit Issuance that is required. The fee due at building permit issuance for the proposed Residential-Accessory Dwelling Unit is ($4,732 X (572 SF / 4754 SF)) = $569.35.
VIII. The Applicant shall record a Hold Harmless Agreement prior to Final Inspection of the Building Permits for Lot 8. The document will hold the City of Solana Beach harmless for the storm drain and sewer systems on the Applicant’s property. A sewer backflow preventer on each lateral is required. The Applicant shall record the Hold Harmless Agreement document prior to Final Inspection of the Building Permit.
IX. An Easement shall be recorded for private sewer.
X. The property owner is responsible for maintenance of the master detention basin as shown on the approved plan. A Storm Water Detention Easement shall be recorded for maintenance of the detention basin(s) by the property owners in perpetuity, prior to Final Occupancy.
XI. Construction fencing shall be located on the subject property unless the Applicant has obtained an Encroachment Permit in accordance with chapter 11.20 of the SBMC which allows otherwise.
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XII. All construction demolition materials shall be recycled according to the City’s Construction and Demolition recycling program and an approved Waste Management Plan shall be submitted.
XIII. Prior to the issuance of any grading permits for lots 1 through 8, the applicant shall complete the construction of the mass grading operation as shown on SBGR 391 and permit No. GRD19-0004.
XIV. The Applicant shall obtain a Grading Permit for lots 1 through 8 in accordance with Chapter 15.40 of the Solana Beach Municipal Code.
Conditions prior to the issuance of a grading permit shall include, but not be limited to, the following:
a. The Applicant shall obtain a grading plan prepared by a Registered Civil Engineer and approved by the City Engineer.
On-site grading design and construction shall be in
accordance with Chapter 15.40 of the Solana Beach
Municipal Code.
b. The Applicant shall obtain a Soils Report prepared by a Registered Soils Engineer and approved by the City Engineer.
All necessary measures shall be taken and implemented to assure slope stability, erosion control and soil integrity. The grading plan shall incorporate all recommendations contained in the soils report.
c. The Applicant shall provide a Drainage Report prepared by a Registered Civil Engineer. This report shall address the design for detention basin and corresponding outflow system to ensure the rate of runoff for the proposed development is at or below that of pre-existing condition. The report shall provide a drainage discharge design which would represent the pre-existing condition to the maximum extent feasible. All recommendations of this report shall be incorporated into the Preliminary Grading Plan. A detention basin easement(s) shall be recorded for maintenance of the detention basins by the property owner(s) in perpetuity, prior to the release of the Grading Bond and Security Deposit.
d. The Applicant shall show all retaining walls and drainage structures. Retaining walls shown on the grading plan shall conform to the San Diego Regional Standards or be designed by a licensed civil engineer. Engineering calculations for all designed walls with a surcharge and nonstandard walls shall be submitted at grading plan check. Retaining walls may not exceed the allowable height within the property line setback as determined by the City of Solana Beach Municipal Code.
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Contact the Community Development department for further information.
e. The Applicant is responsible to protect the adjacent properties during construction. If any grading, construction activity, access or potential construction-related impacts are
anticipated beyond the property lines, as determined by the City Engineer, the Applicant shall obtain a letter of permission from the adjoining property owners. All required letters of permission shall be submitted to the City Engineer prior to the issuance of the grading permit.
f. The Applicant shall pay a grading plan check fee in
accordance with the current Engineering Fee Schedule at initial grading plan submittal. Inspection fees shall be paid prior to issuance of the grading permit.
g. The Applicant shall obtain and submit grading security in a form prescribed by the City Engineer.
h. The Applicant shall obtain haul permit for import / export of soil. The Applicant shall transport all excavated material to a legal disposal site.
i. The Applicant shall submit certification from the Engineer of Record and the Soils Engineer that all public or private drainage facilities and finished grades are functioning and are installed in accordance with the approved plans. This shall be accomplished by the Engineer of Record incorporating asbuilt conditions on the Mylar grading plans and obtaining signatures of the Engineer of Record and the Soils Engineer certifying the as-built conditions.
j. An Erosion Prevention and Sediment Control Plan shall be prepared by the Applicant. Best management practices shall be developed and implemented to manage storm water and
non-storm water discharges from the site at all times during excavation and grading activities. Erosion prevention shall be emphasized as the most important measure for keeping
sediment on site during excavation and grading activities.
Sediment controls shall be used as a supplement to erosion prevention for keeping sediment on site.
k. The Applicant shall show all proposed on-site private drainage facilities intended to discharge water run-off. Elements of this design shall include a hydrologic and hydraulic analysis verifying the adequacy of the facilities and identify any Resolution 2024-115
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easements or structures required to properly convey the drainage. The construction of drainage structures shall comply with the standards set forth by the San Diego Regional Standard Drawings.
l. Post Construction Best Management Practices meeting City and RWQCB Order No. R9-2013-001 requirements shall be
implemented in the drainage design.
m. No increased cross lot drainage shall be allowed.
n. Prior to obtaining a building permit, the Applicant shall submit a building pad certification statement from a soils engineer and an engineer or land surveyor licensed in Land Surveying per SBMC 15.40.230E. If a demo permit is required for
removing existing structures before grading, the applicant shall obtain the demo permit separately in order to certify the grading prior to issuance of the Building Permit.
D. City Council Conditions:
V. ENFORCEMENT
Pursuant to SBMC 17.72.120(B) failure to satisfy any and all of the abovementioned conditions of approval is subject to the imposition of penalties as set forth in SBMC Chapters 1.1.6 and 1.18 in addition to any applicable revocation proceedings.
VI. EXPIRATION
The Development Review Permit for the project shall expire 24 months from the date of this Resolution, unless the Applicant has obtained building permits and has commenced construction prior to that date, and diligently pursued construction to completion. An extension of the application may be granted by the City Council according to SBMC 17.72.110.
VII. INDEMNIFICATION AGREEMENT
The Applicant shall defend, indemnify, and hold harmless the City, its agents, officers, and employees from any and all claims, actions, proceedings, damages, judgments, or costs, including attorney’s fees, against the City or its agents, officers, or employees, relating to the issuance of this permit including, but not limited to, any action to attack, set aside, void, challenge, or annul this development approval and any environmental document or decision. The City will promptly notify the Applicant of any claim, action, or proceeding. The City may Resolution 2024-115
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elect to conduct its own defense, participate in its own defense, or obtain independent legal counsel in defense of any claim related to this indemnification.
In the event of such election, the Applicant shall pay all of the costs related thereto, including without limitation reasonable attorney’s fees and costs. In the event of a disagreement between the City and Applicant regarding litigation issues, the City shall have the authority to control the litigation and make litigation related decisions, including, but not limited to, settlement or other disposition of the matter.
However, the Applicant shall not be required to pay or perform any settlement unless such settlement is approved by the Applicant.
NOTICE TO APPLICANT: Pursuant to Government Code Section 66020, you are hereby notified that the 90-day period to protest the imposition of the fees, dedications, reservations or other exactions described in this resolution commences on the effective date of this resolution. To protest the imposition of any fee, dedications, reservations or other exactions described in this resolution you must comply with the provisions of Government Code Section 66020. Generally the resolution is effective upon expiration of the tenth day following the date of adoption of this resolution, unless the resolution is appealed or called for review as provided in the Solana Beach Zoning Ordinance.
PASSED AND ADOPTED at a regular meeting of the City Council of the City of Solana Beach, California, held on the 11th day of December, 2024, by the following vote:
AYES: Councilmembers –
NOES: Councilmembers –
ABSENT: Councilmembers –
ABSTAIN: Councilmembers –
______________________________
LESA HEEBNER, Mayor
APPROVED AS TO FORM: ATTEST:
______________________________ ______________________________ JOHANNA N. CANLAS, City Attorney ANGELA IVEY, City Clerk REQUIRED ADU NOTES:
a. THE ADU SHALL NOT HAVE INTERIOR
AC,C,ESS TO THE PRIMARY RESIDENCE
b. THE ADU SHALL ONLY BE USED FOR
RENTALS Of TERMS Of 30 CONSECUTIVE
DAYS OR MORE
e,_ THE ADU Of 550 SQ. FT. OR LESS SHALL
HAVE A MINIMUM OF SO-INCHES Of CLEAR
COUNTER SURFACE, A MIN. 18-INCH SINK V'I/
A 1.5-INCH DRAIN AND GARBAGE
D ISPOSAL, A M INIMUM 5 CUBIC FOOT
REFRIGERATOR AND A M INIMUM
TV'lO-BURNER STOV E HARD V'llRED V'llTH
GAS OR A 220-VOL T OUTLET
d. PER SBMC SECTION 11.20.040(D)(4)(o),
AC,C,ESSORY DV'lELLING UNITS SHALL
PROVIDE A NEV'l OR SEPARATE UTILITY
CONNECTION DIRECTLY BETV'lEEN THE
AC,C,ESSORY DV'lELLING UNIT AND THE
UTILITY. THE CONNECTION MAY BE SUBJECT
TO A CONNECTION FEE OR CAPACITY
CHARGE THAT SHALL BE PROPORTIONATE
TO THE B URDEN Of THE PROPOSED
ACCESSORY DV'lELLING UNIT, BASED UPON
EITHER ITS SIZE IN SQ. FT. OR THE NUMBER
Of ITS PLUMBING FIXTURES, UPON THE
V'lATER OR SEV'lER SYSTEM ; PROVIDED,
HOV'lEVER, THAT TH IS FEE OR CHARGE
SHALL NOT EXCEED THE REASONABLE
COST OF PROVID ING TH IS SERVICE. A
SUB-METER MAY BE ALLOV'lED TO MEET
THIS REQUIREMENTS.
SHEET INDEX
A.1
SP
10F2
20F2
L.1
A.2
A.3
A.4
A.5
A.6
A.l
A.8
COVER SHEET
GENERAL SITE PLAN
GENERAL GRADING NOTES
PR.ELIM. GRADING/ SITE PLAN,
DETAILS 4 SECTIONS
LANDSCAPE PLANS
FLOOR PLAN
FAR CALCULATIONS
ROOF PLAN
BUILDING SECTIONS
BUILDING ELEVATIONS
BUILDING ELEVATIONS
ADU FLR. PLAN 4 BLDG. ELEV.
H O M E St),
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DATE, 0"1/1 6 / 2024
A.1
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NOTES:
OVERALL SITE PLAN
OWNER/APPLICANT
9£A :oms, PllfTIEfaiIP 9990 004ll SU!7E a,o SJH 92121 751>- AP.N.
700
SITE ADDRESS 401--4'6 fE.L /WO/ lll4D Sll.AHI EEJDi CA 92015 ZONING INFORMATION 6BBlAL. FUii !ESIGHATI!rt LIi;; IUN1II..H PAim. 5l2E: 1(000 SF /£161/T: f£R ca:£ 17 2{).tm.6 fUI.IC lll4D MJ UTlLITY llfflM>EN15 f!EVlllS.Y AfmJl£IJ MJ 9Dfl /E1El1I Fr1l FEFETE1a'. SEE CJ«J5 CG-3181 MJ 583r391. ~ ~~11EET~~ Sl'UT FflJVIIBJ f£R 1H 17-15-15.
N'fl 298-121-26 HAS EEE1I ~y AffmYED f£R C1R!2-025 MJ JS 9Dfl /E1El1I Fr1l FEFE1EJa' CN.Y.
PREPARED BY:
,.
PASCll!'llllll•0111LARiiiiiiiET SUITER & ASSOCIATES a.,~ I~ I Cn'IQICoulty Phc:IM~21-~.a:::m
9/17/2024 PtSA 1877
GENERAL NOTES J. APPROVAL OF THIS GRADING PLAN DOES NOT CONSTITUTE APPROVAL OF VERTICAL OR HORIZONTAL ALIGNHENT OF ANY PRIVATE ROAD SHOWN HEREIN FOR PUBLIC ROAD PURPOSES.
LOT 1 401 & 403 BELL RANCH ROAD (DRP24-002) WORK TO BE DONE THE I1'PRDVEHENTS CONSIST OF THE FOLLOIIING = TO BE DONE ACCORDING TD THESE PLANS AND THE LA TEST EDITIONS OF:
2. FINAL APPROVAL OF THESE GRADING PLAHS IS SUBJECT TD FINAL APPROVAL OF THE ASSOCIATED I1'PRDV£1ENT PLAHS IIHERE APPLICABLE. FINAL CURB GRADE ELEVATIONS HAY REQUIRE CHANGES IN THESE PLAHS.
3. IHPORT MATERIALS SHALL BE LEGALLY OBTAINED. 4. A SEPARATE PERHIT FRDH THE CITY ENGINEER HILL BE REQUIRED FOR ANY I/ORK IN THE PUBLIC RIGHT-DF-1/AY.
5. ALL SLOPES OVER THREE (3) FEET IN HEIGHT SHALL BE LAIIOSCAPED AND IRRIGATED.
5. THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OF ALL UTILITIES BEFORE CDHHENCING ~- NOTICE OF PROPOSED I/ORK SHALL BE GIVEN TD THE FOLLOIIING AGENCIES:
UNDERGROUND S.A. SH
7. THE SOILS REPORTS SHALL BE PROVIDED AS REQUIRED BY THE CITY OF SOLANA BEACH PRIOR TD ISSUANCE OF A GRADING PERHIT B. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY ~ OR GRADING TD BE PERFDRHED UNTIL THE PROPERTY OWNER• S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERHIT HAS BEEN ISSUED.
9. JO.
APPROVAL OF THESE PLANS DOES NOT CONSTITUTE OF ANY FOUNDATION FOR STRUCTURES BY THESE PLANS. NO I/A IVER OF THE DNCERNING HINIHUH COVER OVER ED.
H. ALL HAJDR SLOPES SHALL BE ROUNDED INTO EXISTING TERRAIN TD PRODUCE A CONTOURED TRANSITION FRDH CUT OR FILL SURFACES TD NATURAL GROUND AND ABUTTING CUT OR FILL SURFACES.
IS
ION
TY.
J3.SLOPE RATIOS: CUT 2: J FILL 2: J CUT: J35 CY FILL: 0 CY EXPORT: J35 CY REHEDIAL GRADING: 0 CYr REHOVAL/RECDHPACTION (NOTE: A SEPARATE VALID PERHIT HUST EXIST FOR OFFSITE IHPORT OR EXPORT AREAS.} •• THE QUANTITIES ESTIHATED ABOVE ARE FOR PERHIT PURPOSES ONLY AND SHOULD NOT BE USED FOR CONSTRUCTION BIDS. CONTRACTORS ARE RESPONSIBLE FOR THEIR DWN EART- QUANTITIES.
J5. All GRADING SHOWN ON THIS PLAN UNIT I/ITH ND PROVISION FOR PART ANTICIPATED THAT A PORTION OF T SEPARATELY, A SEPARATE PLAN AND SUBHITTED FOR APPROVAL.
JG. THE CONTRACTOR SHALL NOTIFY THE CITY OF SOLANA BEACH 858. 720.2470 24 HOURS BEFORE GRADING OPERATIONS BEGIN.
ISHED ON ALL SLOPES TION OF ANY SLOPES TOBER J AND APRIL 1. PR ANY PLANTING, ALL BE APPROVED BY THE PL PARTHENT AT THE T REVIEII STAGE, OR BY SEPARATE LANDCSAPE PLAN.
JS. ALL OFF-SITE HAUL ROUTES SHALL BE SUBHITTED BY THE CONTRACTOR TD THE CITY ENGINEER FOR APPROVAL 72 HOURS PRIOR TD THE BEGINNING OF~.
J9. GR
TA
I
ALL BE FOLLDIIED BY THE I/HD CERTIFIES SUCH A
LL DESIGN. CONSTRUCT, AND MAINTAIN ALL SAFETY SHORING, AND SHALL BE RESPONSIBLE FOR CONFORHING E. AND FEDERAL SAFETY AND HEALTH STANDARDS, LAIIS EROSION CONTROL NOTES 1. STORH I/ATER AND PRACTICES SHALL AND NDN-STORH II EXCAVATION AND R DISCHARGE CONTROL: BEST HANAGEHENT ND IHPLEHENTED TD HANAGE STORH I/ATER FRDH THE SITE AT ALL TIHES DURING TIES.
2. SEDIMENT CONTROL: EROSION PREVENTION SHALL BE S THE HOST IMPORTANT MEASURE FOR KEEPING SEDIMENT ON EXCAVATION AND GRADING ACTIVITIES. SEDIMENT CONTROLS
3. EROSION CONTROL ON LAIIOSCAPING AS PER DEVELOPHENT REVIEII CONFORHING TD THE
SUPPLEHENT TD EROSION PREVENTION FOR KEEPING
IGATED BY INSTALLING PLAHS AS REQUIRED BY THE HPDRARY EROSION CONTROL
NON-IRRIGATED HYOROSEED HIX I/ITH
_20 LBS/ACRE __ _
50 B
6 7
9J
A FISER HATRIX APPLIED AT 4, 000 LB/ACRE.
% PURITY /ACRE
70% PLUS
SCARIFIED
50% PLUS
SEED SPECIES
ATRIPLEX GLAUCA PLANTAGE IHSULARIS ENCELIS FARINOSA LOTUS SCDPARIUS EXCHSCHDL TZIA CALIF.
4. THE TOPS OF All SLOPES TALLER THAN 5° SHALL BE DIKED OR TRENCHED TD PREVENT WATER FLOWING OVER CRESTS OF SLOPES.
5. CATCH BASINS, DESIL TING BASINS. AND STORH ORAIN SYSTEHS SHALL BE INSTALLED TO THE SATISFACTION OF THE CITY ENGINEER.
6. SANO BAG CHECK DAHS. SILT FENCES, FIBER ROLLS OR OTHER APPROVED BHP'S SHALL BE PLACED IN UNPAVED AREAS I/ITH GRADIENTS IN EXCESS OF 2%. AS I/ELL AS AT OR NEAR EVERY POINT IIHERE CONCENTRATED FLOII LEAVE THE SITE.
7. SAND BAGS SHALL BE PLACED ON THE UPSTREAH SIDE OF ALL DRAINAGE INLETS TO HINIHIZE SILT BUILDUP IN THE INLETS AND PIPES.
8. THE CONTRACTOR SHALL REPAIR ANY ERODED SLOPES AS DIRECTED BY THE OFFICE OF THE CITY ENGINEER.
9. THE CONTRACTOR SHALL SHEEP ROADWAYS AND ENTRANCES TD AND FRDH THE SITE ON A REGULAR BASIS TD KEEP THEH FREE OF SOIL ACCUHULATION AND AT ALL OTHER TIHES DIRECTED BY THE CITY ENGINEER.
JO. THE CONTRACTOR SHALL HATER SITE ON A CONTINUOUS BASIS TO HINIHIZE AIR BORNE DUST CREATED FRDH GRADING AND HAULING OPERATIONS OR EXCESSIVE HIND CONDITIONS, AND AT ALL TIHES DIRECTED BY THE CITY ENGINEER.
H. IN THE EVENT SILT DOES ENTER THE EXISTING PUBLIC STORH DRAIN SYSTEH, REHDVAL OF THE SILT FRDH THE THE SYSTEN WILL BE DONE AT THE DEVELOPER'S EXPENSE.
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GRAPHIC SCALE 1 "=60'
i 0 60 l20 lBO
EXISTING EASEMENTS PER MAP 16605
<1> ~-%~-EAfflis~w'f1&t~ 1m
@ II/A. 11'F-51TE AFm:rim IEllHtYU}G LOIS
@ co.tffY Hl611«Y EA!BEN1', 1£C. H4Y 1& 1975, F/P. 75-J2.!600 OR. @ NIA. /FF-SITE AFm:rim IEllHtYU}G LOIS
@ ~TI!l'I~~~ :J,t=,l.,~zoa AS txX: ' ~ OR. /JI/A 1l!IS LOn @ 5111'11 WATER CETENTia. EASBENT PER H4P 16605 1£C. 3/!8/24. /JI/A 1l!IS ton (J; cml fPN:E EASBENT PER H4P 16605 /£C. 3/!8/24. /JI/A 1l!IS LOn @ ~~,ft~ ~l~~/-=)D 71£ CITY fF
@ STFEET IEJil:4Tll11 fF lE.L /WO/ ff);[) TO 71£ CITY fF 5a.,W< BEAOi PER H4P JE6J5 1£C. 3/!8/24.
EASEMENTS TO BE GRANTED
m 7=i'Titi1£~~~':nli°IS
TFW6ER fF TITLE. (SEE LOlS 2 & Bi
rm ~iw;l'/~t?11
.rrriPEE£nW~ll'Irn~
lg Pff::PfmJ PRNAIE llil1&4TI!l'I EASBENT FDi1 11£ fBEFIT fF LOIS 1 TlmJliH 8 TO !£ GRANTED CR IE!!EFM:D aHlffENll. Y HI111 TFW6ER fF TITLE. (SEE LOIS 2 & Bi ENGINEER OF WORK C!1Y APPROVED CHANGES
PASCO LARET SUITER & ASSOCIA1ES ea, 011Qo I EncHtae I Orw,Qe ~ Phanllll5USU/l1ll-~
TRG By:
Dr-,By Name:
R.C.E.
Dalo: -- w J.JSTTN SUITER 68964 Exp: S2L3J.L25
PRELIMINARY GRADINGJJLAN STANDARD SPECIFICATIONS
KEY MAP SCALE: J "•60'
N'l'll DATE
I
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./r:) 11
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LEGAL DESCRIPTION
(J} STANDARD S TIONS FOR PUBLIC 1/0RKS CONSTRUCTION INCLUDING IDNAL SUPPLEMENTAL AHENDHENTS. (2) CALIFORNIA T OF TRANSPORTATION "HANUAL OF TRAFFIC CONTROLS F TION AND NAINTENANCE I/ORK ZONES" (3) STATE OF C • DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS
STANDARD DRAWINGS
(J) SAN DIEGO REGIONAL STANDARD DRAI/INGS (2) STA TE OF CALIFORNIA. DEPARTMENT OF TRANSPORTATION STANDARD PLAHS LEGEND
ITEII CIESCRIPTIOI/
SUIJIVISiai OOHJNIY
LOT 1 fF H4P Ill. 16605 FILED 1H 11£ l1'FICE fF 11£ co.tffY /l:ttR:e1 fF SAN om;o CD.MY. 3/!8/24. ABBREVIATIONS LOT LIi£
AlJJA{ENTPRIPERTYL11E
FRRl5ED .IETBAD(5
CEHTER..!1£ fF Ril!HT-fF-1/AY
FD(
AP.N. SITE ADDRESS 298-121-69 401 & «l3 lE.L /WO/ ff);[) 5a.,W< BEAai C4 92)75
OWNER/APPLICANT LOT INFORMATION &£1 IOES LOOTED PARTIERSH!P LOT J fF lx:EAII /WO/ ESTATES 9900 l£5A RIii /IWl 9JITE 200 1.(04() SF (0.32 AC/ GROSSIIEr SAN DJEOO. C4 92121 760-71!H584 TOPOGRAPHIC SURVEY PARKING INFORMATION NlJ HAllJ 5HJT IEJJJ1El: 2 2016. 2017 & PRPa;ED: 3 1H ATTACfED G4'lASE &n:TER&AS&X:.
REFERENCE DRAWINGS
ZONING INFORMATION 6BEIW. A.AN Cl:S.!6N4Tlllt LRr: H4P 16605 ll1N1Jol.H PNlB. SIZE: 1~ SF 1£111fT: PER en:£ 17.20.tm.G FFDITYNlJ iF1'S!l.t 25" FEJII YNlJ IJIYSBI: 25. STfEED SltE YNlJ 15!$ 10' IN1BUlJ1 SltE YNlJ 15!$10' EARTHWORK QUANTlllES:
It G'WJOO ASSU:1.AIED 11I7H Fro.ECT: 135 CY Cl/T ISTD'HIATER BASIN EXCAVATI!l'Q & 0 CY FJl.L X: EXCAVAT.!ll'I FDi1 FOOTJHlS: 200 CY;
Y: IB«lVAl./lEClJf'ACTI!l'I Fm ~ 0 CY;
Z: TOTAL QWJDB 335 CY
ADU EARTHWORK QUANTlllES:
It 9WJOO AS&X:IAIED III7H Fro.ECT: NIA SEE ABOVE
X: EXCAVAT.!ll'I FDi1 FOOTJHlS: 50 CYr
Y: IB«lVAL/1£ClJPACT1!11 FDi1 ~ 0 CY;
Z: TOTAL QWJDB 50 CY
• EART1f«R< OOWTlTIES NE ~IED FDi1 FE/MT R.fFOSES O'l.Y /HJ FEffESBIT ClH'ACTEIJ (JH IUCEJ 111.tlES £H.Y. T/£SE VALLES NE CAUU..AIED OI/ A T/£C1£T1l:AI. 8ASJ5. AC11JAl OOWTlTIES H4Y VARY llE TO aml\'ED SHl1H(A5(! IHJ/CR SlEl.L FAC1!1l5.
IMPERVIOUS AREA TABULATION TOTAL EXISTI/6 IlffRVI!lS MEA Gl-5ITE: 0 SF TOTAL Pff::PfmJ DffRVIWS MEA Gl-5ITE: 6..E3 SF l£T ll£IEA.!c 1H IlffRVI!lS NEA: 6..E3 SF
AC
-
8#1/FG
Cl.
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8. EX
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ss
5)$
TB
TC
TF
T6
TPFT
Tl/
TlltlFG
Tl1'
AS'tW.TaN:FETE
N'PflJXJHIJE
a:mcw (F WALL AT FIIIIEl1 ~
/BITER LIi£ OO£STIC WATER
~
F1D{f YAR'.J SETBACK FUM..!1£
H11iH PDDfT 11MiRT8.EVAT.!ll'I
l.ll£AR FEET HAXDfM
lllll1HM
CH /BITER EADi WAY FfUfRTY LIi£ FRRl5ED
FUUC
PRNAIE
RIii 8.EVATiai FEJII YAR'.J SETBACK SITJH OOAJH SAN om;o IEGIGIAL STNCWD C1WIOO SJJN£FEET SANITARY ScJE!l SltE YAR'.J SETBACK TCP fF BEFH TCP fF Cl.Ill TCPfFFE/£E TCP fF G!MJE TCP fF FDDT1HJ TCP fF WALL TCP fF WALL AT FIHIS< ~ JWJCAL.
UTILITY NOTE:
EXIST1JG £1'fJT 8.EVAT1!11
EXI.5T1JG /I1flf1.R
EXIST1JG WATER H4IN
EXIST1JG ScJE!l H41H
EXI.5T1JG £1'fJT 8.EVATICli
FRRl5ED !'POT 8.EVAT.!ll'I
FRRl5ED /I1flf1.R
FRRl5ED OOJJ..DOO FOOTPRINT
(F5 XXXJOO
FS XXX.XX
--187---
- P,'C OOA1™6c: PlFE (SIZE FER PUii} --------------·
£1lAlNAQ; DIFECTIOI/
£1lAlNAQ; am,;
PCC PAV1JG
==>==>
Bra£TE1/TIOI/ 8AS1H
SITE WALL FER cmE}15
3" NIN.JS CllH.E RJP-fW'
FEJaR PER LWJ5CN'E
LJJ<IT fF PAD
8" P,'C ScJE!l H41H PER CG-3J81
6" WATER H41H FER CG-3J81
J" P,'C IIAJEl 58ll'.ll'.E FER CG-3JBJ
1" P,'C FIFE 58lVKE FER CG-3J81
4" ScJE!l LATERAL FER CG-3181
Fill.LED Cl.Ill FER CG-3J81
00 51I:EIIALJ( PER CG-3JBJ
aN:F£TE FER CG-3JBJ
fc:,--,_,,;:,>:'.':-:I
I / / fl
t!m
FFEESTIHJOO
L1HIT (F GWJ}N;
HALJ.IFE}CE FER LS ~
'f 't'.
UTILITIES NE IIJDIII TO EXIST 1H 11£ MEA. 11£ cr,mw;rcf/ JS FE0011ED TO TN/E. llE Ff£CAL/TirWARY l£ASl£S TO FFmEr:T ANY EXlSTOO UTll.ITlS CR 5TRl:l1IES L.OCAIED AT 11£ IICR< SITE.
OWNER'S CERTIFICATE
""""""""'"""'N,.,...,A"'CK"'ND""""""""...,,TJ~/~~~I¼DE,Ji~~/~J~~Rk~ I/ITH NY FULL CONSENT. I FULLY UNDERSTAND AND ACCEPT THE AND CONDITIONS CONTAINED HEREIN AND AS ATTACHED BY REFERENCE IS GRADING PLAN.
IT IS AGREED THAT FIELD CONDITIONS HAY REQUIRE CHANGES TD THESE PLANS.
AREA CALCULATIONS (SEE SHEET A.2) FAR CALCULATIONS (SEE SHEET A.3) ARE Fii6T FUm FINIS£D MEA 3.745 SF GRlSS LOT MEA
TOTAL FINIS£D MEA 3.745 SF LIVAa.E GRlSS MEA Gl'.IVEIEJFCRJI GRlSS MEA 3-CNITNO!JIGWSE 739 SF Gl'.ll'ElEJ MOCm /ml GRlSS MEA Gl'.ll'ElEJ FaDI 64 SF GWSEGRlSSMEA Gl'.ll'ElEJ amxm lml 2J3 SF GNIA6F CB1..CT (200 FT. PER SFACE} NV FINIS£D MEA 526 SF TOTAL 60055 OOJJ..DOO MEA TOTAL GRlSS MEA 4.761 SF N.J.1Jll)B.£ TOTAL 60055 MEA II/ NV !1289SF NV LIVAa.E 60055 MEA IE)0f'1)
1.(04() SF
3.784 SF 64 SF 2J3 SF 746 SF
-<00 SF
4.407 SF 4.407 SF
526 SF
~ ON ANY INPROVEHENTS SHOWN ON NG CITY RIGHT-OF-HAY WITHIN 60 DAYS OF AND TD PURSUE SUCH ~ ACTIVELY ON EVERY L COHPLETED, IRRESPECTIVE AND INDEPENDENT IATED HITH THIS PROJECT DR UNDER NY CONTROL
SARAH HORRELL SHEA HDHES UNITED PARTNERSHIP
DECLARATION OF RESPONSIBLE CHARGE TI
ISED
INED
HE THE CITY
DATE
BEACH
I UNDERSTAND THAT THE CHECK OF PROJECT ORAIIINGS AND SPECIFICATIONS BY THE CITY OF SOLANA BEACH IS CONFINED TD A REVIEII ONLY ANO DOES NOT RELIEVE HE OF RESPONSIBILITIES FOR PROJECT DESIGN.
BY: _____________ _
H. .JUSTIN SUITER RCE No. 68954 EXP 12/31/2025 PASCO LARET SUTIER & ASSOCIATES ~AL COM1M58ION PERMITNO.
RECOMMENDED FOR APPROVAL APPROVED FOR CONSTRUCTION BENCH MARK CITY OF SOLANA BEACH DRAWING NO.
Doll,: ___ _
PAELINIHARY GRADING PLAN FOR:
LOT 1 OCEAN RANCH ESTATES
401 & 403 BEU RANCH ROAD
DRP24-002
SHEET1 OF2
0----~
BEl.1. RANCH RD PER CG-3181
::~OT 1 401 & 403 BELL RANCH ROAD (DRP24-002)
-. r:~ ss ~ CG-31BJ PRELIMINARY GRADING PLAN >-ll-·-"------l-'Z----',l----~----:5-~----~.SCl.·-J~---•cC"------~...l--/~,~..C...--...C....--,,--~ Ji· ;;t.f;:ii-----
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GRAPHIC SCALE
0 10 20 30
PASCO LARET SUITER & ASSOOATES Ban Dll,go I ER:tilM I DlwlQI Ccuntr PhoM85US.1212 I...,..~ l.OT1
PROPOSED RESIDENCE 401 88.L RANCH RO
FF197.67
PAD197.0
PRELIMINARY GRADING PLAN
!£,1,/.,£1..._W,
ENGINEER OF WORK
TG J!E.8.
IE 1!15.7 " " " " " 5• PVC cn_l__.. l! o o..5r ,---,,
" " " " !!
~
TG 100.8 , n/
IE 1!15.8 / '-._
CITY APPROVED CHANGES N'!'D DATE
EE1. RAIDIFCJ R3'1 CS-3181
RECOMMENDED FOR APPROVAL
0: ~ :..-, --.,-..!-/S_U_N_SLJ_ITER_ ~: __ 1-1--_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_-_ -_ -_ -_ -_ ++ -_ -_ -_ -l-l -_ -_ -_ -1-1:_e,g,,_ R.C.E. 68964 Elcp: S2L31i25
TC1.EIW(f PI.AHT5 FrJl IELL-!RA11ED Slln.5 il1 2•=- oox cm N'fR'.MD EWIV. (_
CEE'-llXJTED IRlDfl
O\fR'LGW IM.ET
112· 111·
HIN
SECTION B-B IDT TD SCALE
1· - IOI-fl.DA TN; /U.01 18" 0011EEfED Sllll. * SEE tl1TE EELCJtl 6" IF .'VB" ®16. •• • • 12" IF 314" ®16. L .. SE£ llil'E EE.1M 6" f6'l'DlATED PJFE ti/ 3" HIN
A69ESA7E BE!.GW t.tmUl4IN
0.375" LGW FU:M ll<JFJr:E ID.£ l1ULLBJ INTO /51RJCTOO FUl'E. PffF. PJFE IETIKR< TD /lO\IE CN.Y 1 POINT IF C!NECTICHTDAOOXVIAil1JFJr:E "" 314" IXS£D FIXK LAl!'R ~ EE A H1NDUI IF 12· 11./T HIY EE CEEFeED TD IJc:FeSE 71£ DFll.1RAT1!11 Alli S~ ABll.ITY IF 71£ lETAJl.
BIORETENTION BASIN DETAIL llJT TD SCALE
APPROVED FOR CONSTRUCTION BENCH MARK
,CttyEnglne«R.C.E.__El§_
Pl.
I
I APN 298-121-32
6' llD'.D FEJ-ll,f S NARXJ AVE
= ~ -L
TYPICAIJ.. WAil. CAil.OUTS IDT TD SCALE
OOASTAL COMMJSSION PEF!MfrNO.
CITY OF SOLANA BEACH
LOT 1 OCEAN RANCH ESTATES
401 & 403 BELL RANCH ROAD
DRAWING NO.
DRP24-002
SHEET20F2
------------------------,-----~----------------------,,, BELL RANCH RD. Sightlines(typ.) BELL RANCH RD. Planting legend coKKoN NAKE KATVRE roco1-s ~ , , , , , , \,.. , \,,, Any tree that is located 5YMeOL BOTANICAL NAME HEIGHT ZONE S 1/'lA TER C.ONSERV A TION PLAN LE&END
SYMBOL ZONE DESCRIPTION
STREET TREES 11-0i'I i'IATER USE
BUElEll-ER IRRISATION
AREA
SO 5.F.
6IOFU .. TRATION BASINS/ Cl9O 5.F. Cf5%
LOY'i V"{ATER USE I DRIP 1RRl6AT!ON
NO RECYCLED i'IATER USE PROPOSED. THE SITE SHALL HAVE
A DEDICATED POTABLE i'IATER Sl/6-KETER FOR HOKEOY'INER
l-ANDSCAFE
ESTIMATED TOTAL WATER USE (ETWU) WORKSHEET.
ll1c pHlJcct\ Estunatcd Total \\'atcr the!" calculmi:d lL"iing lh:: following formula 1:1\\T-(!':'lottO 62)[(PI· X HA), (IE!+ SL:\)]
ETWl
CTo
Pf ~Plrn<Fac,o ,~,,,~.=ocm,mdm"
HA
SLA
06: -(\:im'l.'ici!O!lfac:ortopl0slt>pcr~quarefooi
If - lrr,;uuoo Effkis!n;;~ (see requ:remenh 1:1 dum
UJ
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. . - - . . . - ...... - . " .........
. . - ... - "• .. . " .. - .. - . -
LOT 1
Water Conservation Plan
J,jATER CONScRYATlQN NOJJ=S I. ALL IRRISATION SHALL INCLUDE EFFECTIVE AND EFFICIENT i'IA TERI NS KETHODS UTILIZINS HUNTER KP
ROTATOR l-Oi'I-FLOY'i IRRISATION HEADS AND IN-LINE
DRIP TUEllNS.
2. ALL lRRl6ATION CONTROLLERS SHALL HAVE AUTOMATIC,
RAIN 5HJT-OFF 5EN50RS.
S. ALL PLANT KATERIAl- UTILIZED 15 CLASSIFIED AS 'l-Oi'i OR MODERATE ¥"\ATER LISE' SY l-i!JC,O1..5 (Y'{ATER LISE CLASSIFICATION OF LANDSC-APE SPECIES).
4. 100% OF THE LAND5CAPED AREA !S PLANTING ZONE S,
NA TURALIZINS/TRANSITIONAL.
S. ALL Pl-ANTINS AREAS SHALL RECEIVE RE5Ul-AR
MA!NTEN_ANC.E AND MANAGEMENT DES!iSNED TO MAXIMIZE
CITY OF SOLANA BEACH ESTIMATED TOTAL WATER USE (ETWU) WORKSHEET HEAL THY SROl'iTH Line t+{drozone Nurrber (1-4 Below- use as many tables as necessary 1 6 • ~~~~;:!.~ ~~A~1fi"A ~g;iVE C.OMPLETE AND
to corrplete all hydrozooes) 1 i, ONLY LOl-i VOLUME OR 5!J65URFACE !RR!6AT!ON SHALL 2 4 SLA
41 Qf()( 41
062
2542
)"Lfc-bn;xwrnnsrir::t!Otlrn1c
(4!(\\C\!f'(l-5)
(47 ica~t of!-'-i
0.3 03
50 990
15 i 297
0_75 0.81
20 367
10 "" Pfanr l'iu:t,w (Hat<'r ('w)-from
lfl"COIS
Sd,xt ba,eJ ,,,. typ<" ,,f pl.utl\ in hydr,r.,me:
0 l -YL\\. Yer,, L,.m \\a1er Lw Pkmb
()J L\\ - L~ Wale: t Y.! Pkinh
i;t,-\1\\ .\lcxt:'r:att\\a:crl tcPlan:~
l(> HW-H19]\\aterl'-el'LJ:nb
;\L-\.Xl.\Jl '.\I APPLIED \\ATER APPLICATIO:'\ (.\lAWA) calculation [T . .\f Evapotrnmpnatton .:d_1u~tmcm flli:tm !tt\C .55 r61dem1;ll. 45 nnn-rcS1denacl 31682 fiETAF x 1 '(l-LTAF)x
·1ota.1 Landscape ,\rca
l] =
·101al SLA
387
9,829
i,\dtlll'ren:Jl;;nia,
ik4.,c..iment1t1<>11s.Jb;t'S:!loappnls:t!h
iL'x· C:n P!an:x:i
:\-IAWA
BE USED TO IRRISATE ANY VESETATION i'IITHIN 24" OF
AN lMPERMEAELE SURFACE.
e. PLANT!N6 AREAS SHADED 6Y 61JILD!NG5 SHALL BE
AMENDED TO IMPROVE DRA!NA6E AND AVOID
REMA1NlN6 V'ET BETve:EN !RR!6ATION C.YCLES.
within a Sight Line
area shall be ilmbed
and maintained at least
8' above finish grade.
(typ.). Shrubs and
ground covers within
sight lines shall be 24"
height max. at maturity
Proposed ROW Line
D. G. Walk (typ.)
Fire Hydrant
Ex. Property Line
UJ
:::i
z
UJ
~
0 0
0::
<{
z
LOT 1
Concrete Driveway
Bio-Filtration (typ.)
per civil engineer's
plans
nt>od Yard Fence
and Gate (typ.}.
See elevation below
Stucco Perimeter -----tllt-r-; Wall with Stone
Pi/asters at 40' o.c.
See elevation below
Landscape Concept Plan
LANDSGAFE AND SLOPE EROSION CQNTROL NoTE5: I. ALL SLOPES (4,1 OR STEEPER! i'lll-L BE PROVIDED i'IITH REINFORCED STRAY'i KATS (SC 150 KAN\JFACTVRED 6Y NORTH AKERICAN SREEN. 1-eoo-473-1%5, OR CITY APPROVED EG\.IAW.
2. ALL LANDSCAPED AREAS, INCLUDINS SI-OPES /4,1 OR STEEFER! THAT ARE SRADED OR DISTURBED AS PART OF THIS PROJECT i'ilLL SE PROVIDED V'llTH PERMANENT lRR16AT!ON TO MEET CITY
REQUIREKENTS. ,
3. NO OVERHEAD lRR16ATlON SHALL BE INSTALLED V'llTHIN 24u OF ANY NON-FERKEAEll-E SURFACE
4. TREES ARE PROHIBITED i'IITHIN 10' OF ANY DRIVEY'IAY
S. PLANT KATERIALS OVER SO" HT. OR i'IITHOUT AN e,• KINIKUK CLEARANCE ARE PROHIBITED V'tlTHlN STREET INTERSECTION 516HT TRIANSLES.
b. AREAS SHAl-l-Oi'IER THAN 3d SHALL RECEIVE S INCHES OF 6ARK 1/4.Jl-CH, BIO-FILTRATION BASINS SHALL NOT RECEIVE ElARK 1/4.Jl-CH. A KINIKUK S" LAYER OF 1/4.Ji-CH SHALL ElE APPLIED ON ALL EXPOSED
SOIL SURFACES OF PLANTINS AREAS EXCEPT TURF AREAS, CREEPINS OR ROOTIN6 6ROUND COVERS, OR DIRECT SEEDJN6 APPLICATIONS i'IHERE 1/4.Jl-CH 15 CONTRAINDICATED. PRIVATE STREET TREES SHALL RECEIVE A 40 5.F. KIN AREA OF BARK 1/4.Jl-CH.
1. ALL 51-OFES 4,1 OR SREATER 1/4.JST KEET THE FOLl-O-'INS REQUIREKENTS. THIS APPLIES TO ALL 5LOFE5 EVEN THOSE NOT 5HQV,"N ON THE Pl-ANS,
A. ALL GRADED 5LOPE5 HUST 6E PERMANENTLY IRR!6ATED Y'ilTH A CENTRALLY CONTROLLED SYSTEM i'IITH NO OVER SPRAY.
El. SROUND COVERS 1-'JST ElE PLANTED FROK LINERS OR FLATS AT 12" O.C. OR I SALLONS AT If>" O.C.
C. PROVIDE I ONE 6ALLON 5-HRL/6 FOR EACH 100 5F OF 5!..OPE AND ! FIVE GALLON SHRtJi3 FOR EVERY 200 SF OF SLOPE.
D. PROVIDE TREES ON ALL SLOPES AT A RATE OF ONE 15 GALLON TREE PER 500 SF OF SLOPE ON ALL SLOPES 5' OR GREATER
VERTICAL HEISHT. ON ALL 51-OFES e,• OR SREATER VERTICAL HEISHT, PROVIDE ON IS SALi-ON TREE PER 500 SF OR Sl-OFE Pl-U5 ONE 5 SALi-ON TREE FER EACH IPOOSF OF Sl-OFE.
E. REINFORCED STRAY-I MATS (5C 150 MANUFACTURED 6Y NORTH AMERICAN GREEN l-80O-4i3-1'i65 OR CITY APPROVED) Ml..15T SE INSTALLED ON ALL SLOPES :3:! OR GREATER.
8. TREE ROOT BARRIERS SHALL 6E INSTALLED Y'4HERE TREES ARE PLACED Y'tlTHIN 5 FEET PAVED 5URFACES IMPROVEMENTS INCLUVIN6 v-lALl<.S, CLIRSS, OR STREET PAVEMENT ROOT BARRIERS V't!LL NOT BE Y'iRAPPED AROJND THE ROOT SALL. ROOT BARRIERS SHALL BE
'61O-6ARR!ER. ALL STREET TREES SHALL RECEIVE ROOT 6ARR.IER5.
9. FRONT AND REAR YARD LANDSC.AP!NG SHALL 6E INSTALLED 6Y PR!VA TE HOMEO~NER.
" "'
Stucco Perimeter Wall with Stone Pilasters
and Precast Concrete Cap
Wood Side Yard Fence & Gate NTS
NTS
EXISTING TREES TO BE REMQYER
SEE EXISTING TREE 51JRVEY. EX!ST!N6 TREES HILL 6E MITIGATED 1,1 i'IITH (2) STREET TREES FER LOT FOR q LOTS
0.. SJBEEI ]BEE iPRIYAJE) - 24" BOX SIZE
l-AURUS NO61Ll5 S>"IEET ElAY 40' MAX. L
iSROIJNDC.OYERS
11111
BASIN BIO-FILTRATION 6ROUNp COVER - ft GAL AT )8• 0 C,) CAREX Tl.ll--VLICOLA FOOTHILL SEDGE
MINIMUM TREE SEPARATION
DISTANCE KINIKUK DISTANCE
IKPROVEKENT TO STREET TREE
TRAFFIC 51SNAL, STOP SISN 20 FEET
UNDERSROUND UTILITY LINES 10 FEET FROK C.L.
ABOVE SROUND UTILITY STRUCTURES e, FEET
(TRANSFORKERS. UTILITY POLES. ETC)
FIRE HYDRANTS, MAIL BOXES S FEET
DRIYEr"iAYS
STREET LISHT5
INTERSECTIONS
North
!O FEET
!5 FEET
25 FEET
1 am familiar with and agree to comply with the requirements for landscape improvements as described m City of Solana Beach Ordmance 467 - Water Efficient Landscape Regulations, Sec 17 55 SSMC and the Landscape Manual This plan has been prepared m compliance wrth those regu!at10ns I certify that the plan implements the regulations to provide efficient landscape water use Applicant
Lan~e ~~~ Arcfuect
ate
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DATE, 1/10/2024
DRAl'iN BY, JH/B6
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FILE,
REVISIONS,
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PRIM ARY BEDROO!v1
CYRD. OM OUTDOOR RO I0'-1' c.t.6.
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DATE: 0'1/16/2024
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DATE: 09/16/2024
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DATE: O'l/16/2024
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DATE: 09/16/2024
A.5
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ARCH. POP-OUT
,--------------1-{FS. STONE vt:N:':ER
,----------3~GOAT STVCCO SYSTEM
~----51-.'0l<IZE >-"i!NDON FRN-1:.:S
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DATE: 09/16/2024
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MET.AL GORRIJ6ATED METAL ROOF PAt1!::LS-----------------------------------------------~ HETALFASCIA-------------------------------------------------~ BRO~lZE i~ltlDOH FRAMES-----------------------~
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DATE: 09/16/2024
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5A$i 5L5VAilON 'C'
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19'-10"
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DATE: 09/16/2024
A.8
SHEET INDEX
A.1
SP
10F2
20F2
L. 1
A.2
A.3
A.4
A.5
A.6
A.1
GO
V ER SHEET
GENER.AL SITE PLAN
GENER.AL GRADING NOTES
PR.ELIM. GRADING
/ SITE PLAN,
DETA
ILS 4 SEG TIONS
LANDSCAPE PLANS
FLOOR PLAN
FAR GALGULATIONS
ROOF PLAN
BU
ILDING SECTIONS
BUILDING ELEVATIONS
BUILDING ELEVATIONS
HOMES-
(JJ
t),
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SCALE: 1/4 " = 1'-0"
DATE: 09/1
6 / 2024
A.1
\
\
\ \
GRAPHIC SCALE
..----0 30 60
I
I
\j
I
I
I
I
I
I
~ 18
I!
I
I
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1"=30'
90 I -1 11 LOT2 L I' 4-09 BELL RANCH RD I I
DRP24-003 il
' I '1------'
' '' iL
L_ ____________ , L
' ' ----·-------..!
LOT4
425 B8.L RANCH RD
DRP24-005
J
I
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--
~----
' I
NOTES:
OVERALL SITE PLAN
OWNER/APPLICANT
SIEA
_,
SNI
750-
A.P.N.
TOO
twm£R9iIP /IMll &IITE 200 CA 92121
SllE ADDRESS 401-436 BE1.L IWOi ffJNJ
&UH4 IEAD1 CA 92015
ZONING INFORMATION G8ERAL FUJI £ESI6N4TICtl: IJl:; /aJIDI.M PIRB. SIZE: 14.000 SF IEIEHT: PER CXlE 17ZJ-031.6 FFDITYNV IFl'!ll.t 25'
1£J/1YNV
- 25' S11EEIJ SIIE YNV ISYS9.t 10' INTERial SIIE YNV IS$10' Pill.IC ffJNJ ND llr1I.ITY DRJll'EIEN1S REVID'.S.Y AffRl\!3J ND 9DII IEIEll Fl1l fEFE/£/CE. SEE lHlS 0,-3181 ND !ml-391, 00 ~~TFEET~INJ S'UT ffrN"/IED PER lll 17-15-15.
Affl 298-121-1!5 HAS BEEN PERVW.B. Y AffRl\!3J PER CW22-ll25 ND JS 9Df/ IEIEll FlJl fEFE1£ICE CH.Y.
PREPARED BY:
___ PASC~11111 0,_LAR ... ET SUITER ,_ &ASSOCIATES BM Diego I &.::Nia I 0rwVJ Can), Phcnl1151.2!11.11:t12.l-~.0C111 9/17/2024 Pl.SA sen
GENERAL NOTES 1. APPROVAL OF THIS GRADING PLAN DOES NOT CONSTITIJTE APPROVAL OF VERTICAL OR HORIZONTAL ALIGNHENT OF ANY PRIVATE ROAD SHOHN HEREIN FOR PUBLIC ROAD PURPOSES. 2. FINAL APPROVAL OF THESE GRADING PLAHS IS SUBJECT TO FINAL APPROVAL OF THE ASSOCIATED IllPRDVEJEHT PLAHS lfHERE APPLICABLE. FINAL CURB GRADE ELEVATIONS HAY REGUIRE CHANGES IN THESE PLAHS.
3. IHPDRT HATERIALS SHALL BE LEGALLY OBTAINED. 4. A SEPARATE PERHIT FRDH THE CITY ENGINEER I/ILL BE REGUIRED FOR ANY I/ORK IN THE PUBLIC RIGHT-OF-IIAY.
5. ALL SLOPES OVER THREE (3) FEET IN HEIGHT SHALL BE LANDSCAPED AND IRRIGATED.
5. THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OF ALL UTILITIES BEFORE CDHHENCING I/ORK. NOTICE OF PROPOSED I/ORK SHALL BE GIVEN TO THE FOLLOWING AGENCIES:
UHDERGROUHD S. A. BU
7. THE SOILS REPORTS SHALL BE PROVIDED AS REQUIRED BY THE CITY OF SOLANA BEACH PRIOR TO ISSUANCE OF A GRADING PERHIT B. APPROVAL OF THESE PLAHS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY I/ORK OR GRADING TO BE PERFDRHED UHTIL THE PROPERTY OHNER • S PERHISSION HAS BEEN OBTAINED AND A VALID GRADING PERHIT HAS BEEN ISSUED.
9. 10. UP. REP EQUI
GRADING
AND 5: 0 OR GRAD SATURDA
OF THE
H. ALL HAJDR SLOPES SHALL BE ROUHDED INTO EXISTING TERRAIN TO PRODUCE A CONTOURED TRANSITION FRDH CUT OR FILL SURF ACES TO NATURAL GROUHD ANO ABUTTING CUT OR FILL SURFACES.
13. SLOPE RATIOS: CUT 2: 1 FILL 2: 1
14. CUT: 150 CY FILL: 0 CY EXPORT: 150 CY REHEDIAL GRADING: 0 CY± REHOVAL/RECDHPACTION (NOTE: A SEPARATE VALID PERHIT NUST EXIST FOR DFFSITE IHPDRT OR EXPORT AREAS. J •• THE QUANTITIES ESTIHA TED ABOVE ARE FOR PERHIT PURPOSES OHL Y AHO SHOULD NOT BE USED FOR CONSTRUCTION BIDS. CONTRACTORS ARE RESPONSIBLE FOR THEIR DHN EARTHIIDRK QUANTITIES.
15. ALL GRADING SHOHN ON THIS PLAN S UHIT I/ITH NO PROVISION FOR PARTI ANTICIPATED THAT A PORTION OF SEPARATELY. A SEPARATE PLAN AND SUBMITTED FOR APPROVAL.
15. THE CONTRACTOR SHALL NOTIFY THE CITY OF SOLANA BEACH 858. 720.2470 24 HOURS BEFORE GRADING OPERATIONS BEGIN.
SHAL
TEL
PRIL
BY
y
SHED ON AL ION OF ANY ANY PLANTZ DEPARTIIENT
SAPE PLAN.
ALL
THE
18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL 72 HOURS PRIOR TO THE BEGINNING OF I/ORK.
19. UPON FINAL COHPLETION THE GRADING PERHIT. BUT
A TT ACHED AS-GRADED
I
IC
GR
OF. SECURITY, • THE GRADING TANTIAL ON THE
DATE ANO SIGNATURE OF GRADING OPERATION.
I/ED BY THE UCHA
20. THE CONTRACT DEVICES INCL TO ALL LOCAL. ANO REGULA TI DESIGN. CONSTRUCT. ANO HAINTAIN ALL SAFETY ING. ANO SHALL BE RESPONSIBLE FOR CDNFORHING AND FEDERAL SAFETY ANO HEALTH STANDARDS. LAIIS EROSION CONTROL NOTES 1. STORH I/A PRACTICE
AND NON- EXCAVATI
TORH I/ATER DISCHARGE CONTROL: BEST HANAGEIIENT VELOPED ANO IHPLEIIENTED TO HANA GE STORH I/ATER FRDH THE SITE AT ALL TIIIES DURING ES.
2. EROSION AHO SEDIIIENT CONTROL: EROSION PRE EHPHASIZED AS THE HOST IHPDRTANT 1/EASURE SITE DURING EXCAVATION ANO GRADING ACTIVI SHALL BE USED AS A SUPPLEIIENT TO EROSION SEDIIIENT ON SITE.
3. LBS/ACRE
20 50
B
6 7
91 ALL BE HITIGATED BY INSTALLING LANDSCAPE PLANS AS REQUIRED BY THE • OR BY TEHPORARY EROSION CONTROL NON-IRRIGATED HYOROSEED MIX I/ITH A FIBER HATRIX APPLif{O AT 4,000 LB/ACRE.
J; PURITY/ACRE SEED SPECIES
70J; PLUS ATRIPLE:X GLAUCA PLANT AGE IHSULARIS E:NCELIS FARINOSA SCARIFIED LOTUS SCOPARIUS 50J; PLUS E:XCHSCHOL TZIA CALIF.
4. THE TOPS OF ALL SLOPES TALLER THAN 5 • SHALL BE DIKED OR TRENCHED TO PREVENT I/ATER FLOWING OVER CRESTS OF SLOPES.
5. CATCH BASIN5. DESILTING BASINS, ANO STORH DRAIN SYSTEHS SHALL BE INSTALLED TO THE SATISFACTION OF THE CITY ENGINEER.
6. SANO BAG CHECK DAHS. SILT FENCES. FIBER ROLLS OR OTHER APPROVED BHP"S SHALL BE PLACED IN UNPAVED AREAS I/ITH GRADIENTS IN EXCESS OF 2%. AS I/ELL AS AT OR NEAR EVERY POINT lfHERE CONCENTRATED FLOII LEAVE THE SITE.
7. SANO BAGS SHALL BE PLACED ON THE UPSTREAH SIDE OF ALL DRAINAGE INLETS TO HINIHIZE: SILT BUILDUP IN THE INLETS ANO PIPES.
B. THE CONTRACTOR SHALL REPAIR ANY ERODED SLOPES AS DIRECTED BY THE OFFICE OF THE CITY ENGINEER.
9. THE CONTRACTOR SHALL SIIEEP ROADWAYS ANO ENTRANCES TO AND FROH THE SITE ON A REGULAR BASIS TO KEEP THE:H FREE OF SOIL ACCUHULA TION AHO AT ALL OTHER TIIIES DIRECTED BY THE CITY ENGINEER.
10. THE CON CTOR SHALL I/ATER SITE ON A CONTINUOUS BASIS TO HINIMIZE: DUST CREATED FRDH GRADING ANO HAULING OPERATIONS OR I/IND CONDITIONS, AND AT ALL TIIIE5 DIRECTED BY THE CITY H. IN THE EVENT SILT ODES ENTER THE EXISTING PUBLIC 5TORH DRAIN 5Y5TEH. REHDVAL OF THE SILT FROH THE THE SYSTEH I/ILL BE DONE AT THE DEVELOPER'S EXPENSE.
PASCO LARET SUITER
LOT 2 409 BELL RANCH ROAD (DRP24-003)
PRELIMINARY GRADINGJJLAN
WORK TO BE DONE THE IllPRDVEHE:NTS CONSIST OF THE FOLLOIIING I/ORK TO BE DONE ACCORDING TO THESE PLAHS AND THE LA TEST EDITIONS OF:
STANDARD SPECIFICATIONS
GRAPHIC SCALE 1 "=60'
0 60 120 180
EXISTING EASEMENTS PER MAP 16605
<l> ~-"L~.,64~~w'f='t~ im
@ NIA. CFF-sITE: IFFECl"OO l£IIH!a1116 LOTS
® ~75-= ~ §fsfJ,11- 1975,
~ NIA. CFF-sITE: IFFECl"OO l£IIH!a1116 LOTS
®~T.ll71~~~~fl'Jfi.,oa
AS roe • ~ OR. (XIA 1H1S um
@ 1flr31~-~Efff/F FER H,lJ' l6605
(J) <PEN fl'Jai EASE1ENT FER H,lJ' 18505 /EC. 3/18/24. (XIA 1H1S um ® ~=~,ft"':: ~~A~,roJ}f gfJ' ifuJ
@
=-
,{§flf:,T~ ,W.-3/~_/~WJ 70 71£ CITY CF 5a.AN4
EASEMENTS TO BE GRANTED
W i:=,,,1wv~TEi?4~~ ~ C:17HLOTS
mN6'ER CF Tm.£. /:EE LOTS 2 & BJ
ml ~ilfu~~rrR'E~~ Totf8MD
[fl ~~1"e 1:1:~~~~y HI7H mNB'ER CF Tm.£. (!EE LOTS 2 & BJ
ENGINEER OFWORK CITY APPROVED CHANGES
KEY MAP SCALE:: 1 "-60'
1N'Pll DATE RECOMMENDED FOR APPROVAL
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LEGAL DESCRIPTION
(1) STANDARD IONS FOR PUBLIC 1/0RKS COHSTRUCTION INCLUDING L SUPPLEIIENTAL AHE:NOHE:NT5. (2) CALIFORNIA T OF TRANSPORTATION "HANUAL OF TRAFFIC CONTROLS FOR TION ANO MAINTENANCE: I/ORK ZONES" (3) STATE: OF CAL DEPARTIIENT OF TRANSPORTATION STANDARD SPECIFICA TI OHS
STANDARD DRAWINGS
(1) SAN DIEGO REGIONAL STANDARD ORAIIINGS (2! STATE OF CALIFORNIA, DEPARTIIENT OF TRANSPORTATION STANDARD PLANS LEGEND
ITEN CIESCRIPTial
SLaJIVISirllfDHJJRY
LOT L11£ LOT 2 CF H,lJ' Ill. l6605 FD.ED 1N 11£ CFFJIE CF 11£ cnNrY FElXHBl CF SAN DlE!lO CWlTY. 3/lll/24. ABBREVIATIONS JlJJACJ3ff PfU'ERTY L11E ffl1'CJSED SEJBAa<s
CEN1EFl..11£ CF RIIHT-IF-1/A y
/DI
AP.N. SITE ADDRESS 298-121-70 409 BELL RAID/ B:w1 SQ.AN4 /£A{1j CA 92075 LOT INFORMATION LOT 2 CF OCEAN RAID/ ESrA1ES 14.051 SF (0.32 AQ fRSS/1£T TOPOGRAPHIC SURVEY PARIONG INFORMATION ND HNlJ sa,r FEWIFEa 2 2016. 2017 & - 3 1N ATTACfED IWl4GE SUITER & A59X.
ZONING INFORMATION '8BW.FUN£ESlliN4TmtLRc
HIHD«.H PA/U3.. SIZE: J,(000 SF
REFERENCE DRAWINGS H,lJ' 1749 PH 3B3J 51JGR-391
CS-3181
H,lJ' l6605
IEJGIT: FER ca£ 17.20.D30.6
Ffllff YAID IFY9l/: 25' FEAR YAID IR!'S8li 25' S1lEED SJIE YAID IS'tSB)- 10' INTfRifEI SJf£ YJRJ /SraD:10' EARTHWORK QUANTITIES:
It GRADlH, A59XIATED III11I ffnECT: 15'.J CY wr ISTCJHl'ATER BASIN Ela:AVATltl'O & 0 CY F.1l.L X: Ela:AVAT.ll71 Fr1l FOOTIN!S: 200 CY±
~ IBlJVAL!f£C(H'ACTirll Fr1l 5UBS O CYt
Z: TOTAL GWJl)B: 350 CY
TED Fr1l PEfHIT PU'FOScS IUlE ll'.lllES au. A T;EIJ£TJI:AL BA515. CLE 70 0093M3l SHUN<AGE IMPERVIOUS AREA TABULATION TOTAL EXI5T1NJ IJff1MDJ5 N£A C11-5ITE: 0 SF TOTAL -= DffRVlllS N£A C1l-5ITE: 6JiT7 SF /ET 1JUEASE 1N IJff1MDJ5 NEk 6JiT7 SF
AC
--
a.
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a
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= SF
55 5Y5!I
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TC
TF
T6
1WT
TH
TIIIFG
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ASffW.TWC1£TE
-TE
OOTTCII CF HALL AT FINISH filWE CENTER L11E c:oemc ltATER EXI5TING filWE ELEVATICII EXI5TING
FINISH 9..ffJai FINISHGIDHJ
FffM YJRJ SE1BACK FLCtUIE
HmiPOJNT
INl'fRT ELEVAT.ll71 LIIEAR FEET HAXD«M
HIIIDUi
a; CENTER E.AOi ltAY PfU'ERTY LIIE ffl1'CJSED
PLfl.IC
R!IVATE
R1H ELEVATICII SE1BACK
IN
SAN
51IE
FEGI!llAL STNlJJFO fJlAll1l6
TIP CFEEJII TIP CF are TIP CF FE1CE TIP CF GR4TE TIP CF FOOTI/6 TIP CF HALL TIP CF HALL AT FJNISH filWE nPlCAL lJTIUTY NOTE:
EXISTI/6 fPOT ELEVATICII
EXISTIIS C1HTCJJl
EXISTI/6 ltAlER HAIN
EXI5T1NJ 5c1ER HAIN
EXI5T1l6 fPOT ELEVATICII
ffl1'CJSED SRJT ELEVATICII
- C1HTCJJl
Ffa'f1:ED BUll.DI/6 FOOTPRINT
(F5 XXX./00
F5 xxx.xx
--187---
----- PYC IJl41N46E PlFE (SIZE F£R FLJJD --------------· l1lAOOGI: DJ1£CTirll
l1lAOOGI: DITO/
PC£ PAV116
BirXETENTial BAS1N
SITE HALL F£R OJl£R5
3· H1NJS ccm.E RIP-RAP
FBCERF£RUIC1!CAF£
LIHIT CF PAD
B" PVC 5c1ER HAIN F£R CS-3181
6" ltAlER HAIN F£R CS-3181
c==>c==>
1" PVC ltAlER 5E1IVI!E F£R CG-3181
1" PVC FD£ 5E1IVI!E F£R CS-3181
4" 5c1ER LATBW. F£R CS-3181
lnLED are F£R CS-3181
DG 51IEIIALJ( F£R CS-3181
aHJ£TE F£R CG-3181
/ET HALL F£R S11LCTl.fW.
UTlllTIES liE l<1DH 70 EXIST 1N 11£ NEA. 11£ a:MRACTm 15 IEOOIJBJ 70 TN<E CLE Pf£CAIJTiaWr( IEA5tfES ro FFOTECT ANY EXISTI/6 urn.ITIES al 511'I..C71.IES LOCATED AT 11£ HCR< SITE.
OWNER"S CERTIFICATE
b°ESCRIBED /£REIN AcklloilLEDGE t~~o~~~
AREA CALCULATIONS (SEE SHEET A.2) FAR CALCULATIONS (SEE SHEET A.3) DIRECTION I/ITH HY FULL CONSENT. I FULLY TERH5 ANO CONOITIOHS CONTAINED HEREIN AND THIS GRADING PLAN. FIR37 FUXJl FIHI9ED N£A TOTAL F1NI9£/J N£A
3-CARTNCBIIWl4GE
rovEFED PCHJI rovEFED rvrrxm FlDf
TOTAL (RJSS N£A
(OBBSF
(OBBSF
6135 SF iKJ SF 446 SF
!l220SF
(RJS5 LOT N£A
LIVA!LE (RJS5 N£A
rovEFED PCHJI - N£A IWl4GE(RJSSN£A
IWl4GE fEilx:T (200 FT. FER /!PACE
TOTAL (RJSS BUll.DI/6 N£A JLJ.lMA!LE
14,051 SF
4.121 SF iKJ SF 6135 SF
-"'10SF
4,407 SF 4.400 SF
IT 15 AGREED THAT FIELD CONOITIOHS HAY REGUIRE CHANGES TO THESE PLANS.
I FURTHER AGREE TO THESE PLANS WITHIN COHSTRUCTION PERHI NDRHAL IIDRKING DAY OF ANY OTHER I/ORK ASS
SARAH HORRELL
SHALL HA VE A REGISTERED ADOITIOHS TO THESE ESSARY AND DESIRABLE:
ON ANY IllPRDVEIIENT5 SHOWN ON ITY RIGHT-OF-1/AY WITHIN 60 DAYS OF THE TO PURSUE SUCH I/ORK ACTIVELY ON EVERY COHPLETED. IRRESPECTIVE AND INDEPENDENT A TEO I/ITH THIS PROJECT OR UNDER HY CONTROL, DATE SHEA HOHE:S LIHITED PARTNERSHIP
DECLARATION OF RESPONSIBLE CHARGE T I AH THE ENGINEER OF RESPONSIBLE CHARGE OVER ON 6703 OF THE BUSINESS IS COHSISTENT I/ITH CURRENT RESOLUTION No. 20J5-043.
I UNDE:R5TAHD THAT THE CHECK OF PROJECT ORAIIINGS AND SPECIFICATIOHS BY THE CITY OF SOLANA BEACH IS CONFINED TO A REVIEW OHL Y ANO ODES NOT RELIEVE: HE OF RE5POHSIBILITIE5 FOR PROJECT DES BY:
II. JUSTIN SUITER RCE: No. 58964 EXP 12/31/2025 PASCO LARET SUTIER & ASSOCIATES COASTAL CXJMMJ8SION PERMIT HO.
APPROVED FOR CONSTRUCTION BENCH MARK CITY OF SOLANA BEACH DRAWING NO.
PRELIHIHARY GRADING PLAN FOR:
& ASSOClATES Bir\ DllrgO I Encnftlll I OrW'OI OOuli¥ PhaM1161..2m.112121-~ 0:: ~ ~-,--,-w,-JJS=r"'m=-su=ITER= Colo: __ ,.--------------+--,1---1:...,-a,g-,_------------ R.c.e. 68964 Exp: /2L31L25
• CltyEnginew R.C.E.~
0...: ---- Exp: ~
LOT 2 OCEAN RANCH ESTATES
409 BELL RANCH ROAD
DRP24-003
"""'' SHEET1 OF2
-----w---'---
. ll'AlB! & FIFE. C&-3181
GRAPHIC SCALE
0 10 20
LOT2 PROPOSED RESIDENCE
409 BaL RANCH RD
FF196.67
PAD196.0
I STEPINGNWE
- \J-1
I
I
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L~~
PRELIMINARY GRADING PLAN 1"=10'
i
30 PASCO LARET SUITER & ASSOCIA'l'ES Bir! Dlllga I Enc1n1ta1 I 0rlnga Ccurtr Phcna8!5US.12111-~ S':JJ..£:1 .. 10'
ENGINEER OF WORK
_If!§__By:
Drawn By Name:
R.C.E.
~'- ,., .AJSTTN SVTTER
68964 Exp: i2L31.L25
LOT 2 409 BELL RANCH ROAD (DRP24-003)
PRELIMINARY GRADING PLAN
CITY APPROVED CHANGES N'P!l DATE
!E.J.RAIDJ/l)
l'fJl C&-3181
Nm'.lX. L1JE CF EX. GRACE
RECOMMENDEDFORAPPROVAL
FF 196fi7
PJD 196.0
SECTION 8-8 /#JT llJ SCALE
A.
FET. NAU. l'fJl S11l.CTl.RAL
1• 9fEIEl IOH'Ul4m6 l«LOI
6" Fl3'RRUB1 P1F£ ~/ 3" HIN -TE BEUJI l.l£E1UIUN
Lo.4• LOIi R.OII CJUFICE lfl.E /JUl.1.fD 1Nlll FES1RlC7rJl /UTE. /m'. P1F£ IETll!R( llJ 1111£ au 1 POINT CF ctNECTICll ro A rox VIA au:Fltc SOll. • LAlSl SHALL EE H1NJJUI 18" fEEP 'SWlY LfljH" 1HNI !It CUY aMENT. ll£ HIX SHALL ctHTAIN B!1t SW! l«l.Di JH) 2!111 rrPSOll. FIE£ (F S1l1£l; S7tlP.i llXTls. ALSO FIE£ CF MlX1llS IE!'DS. ,. 3/4" rR..G£D AXX LAlSl SHALL EE A H1N1H.H CF 12• EIJT ll!Y EE £EEFeED llJ IlaEA!r. ll£ lJFll.W.TICll JHJ 57mlGE' A81LITY CF ll£ EETAll.
BIORETENTION BASIN DETAIL /#JT llJ SCALE
APPROVED FOR CONSTRUCTION BENCH MARK
A.
I
I AFN 298-!21-35 6' IOI) FeCE 612 NARD ITO LN FfJlUIOiiCJPE --
TYPICAIJ.. WAIJ.. CAIJ..OUTS /#JT ro SCALE
=ALCOMI.USSIONPERMTTNO.
CITY OF SOI.ANA BEACH DRAWING NO.
PRELIHINARY GRADING PLAN FOR:
By: -~ By:
SAlfW<,CttyEngln.- R.C.E.~
_, --- Elcp: ~
LOT 2 OCEAN RANCH ESTATES
409 BELL RANCH ROAD
DRP24-003
SHEET20F2
BELL RANCH RD.
ffi
1-'lATER CONSERVATION PLAN LEGEND
SYMBOL ZONE DEec.RIPT!ON
L__
LOT 2
I
I
S1"REET 1"REES / LOl"l l"lATER USE
BU68LER IRRIGATION
AREA
50 S.F.
%
5% Water Conservation Plan ~ 2 BIOFILTRATION BASINS/ 1.059 S.F. ~5% L__:__j LOV't r°'!ATER USE/ DRIP IRRIGATION
NO RECYCLED l"lATER USE PROPOSED. THE SITE SHALL HAVE
A DEDICATED POTASLE Y'-IATER SUB-METER FOR HOMEOV'/NER
LANDSCAPE
ESTIMATED TOTAL WATER USE (ETWU) WORKSHEET
11.c pro_1cct's Es11ma1cd Total Water Use is cukulmcd tNing the follov.mg formula !:]Wl. - (E!o}{0621[(P!. X HAJ (IE)- SL\))
ET\i:t 1 MllX1mum Applied W.i!tr A!kw,ance m p:lk11h p,:r )eiu ETo - El11p,Jtrun~p,.rawn m im:he; p1:r }Car
PF ~ Plan! FJclor (stt requirrmen:~ m durt)
'" SL.\
Jc.tr.·l'ptn
Ot>::: -(\,mers1oofactcY!OJ?!.!l..Ji1spcrM)uar<" foot
Tr - lms;atl0!1 E!1Kis,m,:~ (sec rcqu:remcn:s 111 chart)
CITY OF SOLANA BEACH ESTIMATED TOTAL WATER USE (ETWU) WORKSHEET Line 1::: :r:~~~~- use as rreny tat»Bs as necessary!
41 Of,y 41
iConwrs1CT1 Fa-::tor • C 62 0.62
25-42
iHyorozcncNca {HA\• 11 sq.we fect
/(Linea!:,: lineSj
i(Lrne6IL11'e7)
!rorAL all Lne B's~ SLA
,lr.e3xlrne9
iEst!{J'l:i!od Tcia' Water Use ETWU
i 03
•
0.3 i 50 . 1,053
15 316
• 075 i 081
20 390
10 H>/'JaN! Filctor(llarerl·w)-from
IITHHS
i
Sef<.'ct b,netl NI type ,if plann in hydrv:,>11e:
01-\·I\\ .\er, Ur,,. \\atert.<cl':arrt,
0 J - L\\ - Lrr.- \\at~! l ¼' Pb.r.~,
(Jo- '-1\\, '-b;::erit<' \\ater I ~I' l'lm:~
! D- H\\'. H1;:J: Water L\c Pbn:,
.\l\).:1,1c,1 APPLIED \\ATER APPLIC\TIO.'\ (.\L\W,\) cakul:Hion E lAF bafl0!faJ1Sp1rallon adJuslmem factor (use 55 res1dent1aL 45 oon-residentrnl 31MC!iETAF:\ J-\l•EL\Fl, J]
l01al Landscape :\rc:1 rornl SL\
:
i
410
10,422
'••·11
iluti:lkr-(,7~
\H' Rct.111,,g-()7<.
Dr,;>&
;
;A diffcknt IE nu\ N w:d 1:' ~:JW()!h-<l
:h docunk'.nl-ttf0n'>1.ib,<~l l0.1pp!O',J.!b:,
16.:Cm Pbw..:r
: MAWA
15,421
I
I
MIER CON5ERYAIIQN NOTES I. ALL IRRIGATION SHALL INCLUDE EFFECTIVE AND EFFICIENT l"lATERING METHODS UTILIZING HUNTER MP
ROTATOR LOl"l-FLOl"l IRRIGATION HEADS AND IN-LINE
DRIP 1V61NG.
2. ALL IRRIGATION CONTROLLERS SHALL HAVE AUTOMATIC
RAIN $HUT-OFF SENSORS.
9. ALL PLANT MATERIAL UTILIZED IS CLASSIFIED AS 'LOl"l
OR MODERATE l"lATER USE' BY V'IJGOLS /l"lATER USE
GLASSIFICATION OF LANDSCAPE SPECIES).
4. 10096 OF THE LANDSCAPED AREA !5 PLANTING ZONE 3,
NATURALIZING/TRANSITIONAL.
5. ALL PLANTING AREAS SHALL RECEIVE REGULAR
MAINTENANCE AND MANAGEMENT DESIISNED TO MAXIMIZE
HEAL THY GROl"lTH
b. ALL PLANT!N6 AREAS SHALL RECEIVE COMPLETE AND
APPROPRIATE SO!L PREPARATION.
'1. ONLY LOY'1 VOLUME OR 5U85URFACE IRRIGATION SHALL
BE USED TO IRRIGATE ANY VEGETATION ¥'1!THIN 24u OF
AN IMPERMEABLE SURFACE.
B. PLANTING AREAS SHADED 6Y BUILDINGS SHALL BE
Al'-1ENDED TO IMPROVE DRAINAGE AND AVOID
REMA!NIN6 Y€T SETY'-iEEN lRRIGAT!ON C.YC.L.ES.
Proposed ROW line
BELL RANCH RD.
L_
LOT 2
I
I
Ii
D. G. watk (typ.}
Concrete Driveway
Property line
20'Storm
DrainEsmt.
overP.L.
Wood Yard Fence
and Gate (typ.).
See elevation below
Bio-Filtration (typ.)
per civil engineer's
plans
Landscape Concept Plan
LANP%:APE AND SLOPE EROSION CONTRQL NOTES1 I. ALL SLOPES (4,1 OR STEEPER) l"llLL BE PROVIDED l"llTH REINFORCED STRAl"l MATS (SC 150 MAN\JFAGTURED BY
NORTH AMERICAN &REEN, 1-8OO-4'15-!'lbS, OR CITY
APPROVED EQUAL).
2. ALL LANDSCAPED AREAS. INCLIJDINIS SLOPES /4,1 OR
STEEPER) THAT ARE GRADED OR DISTURBED AS PART OF
THIS PROJECT ~!LL BE PROVIDED 1-"l!TH PERHANENT
IRRIGATION TO MEET CITY REQUIREMENTS.
3. NO OVERHEAD IRRIGATION SHALL BE INSTALLED l"llTHIN
24" OF ANY NON-PERMEABLE SURFACE
4. 1"REES ARE PROHIBITED.l"llTHIN 10' OF ANY DRIVEl"lAY
5. PLANT MATERIALS OVER 30'' HT. OR ¥'11THOUT AN B'
MINIMUM CLEARANCE ARE PROHIBl,t=D l"llTHIN STREET
INTERSECTION SIGHT TRIANGLES.
6. AREAS SHALLOl"lER THAN 9,i SHALL RECEIVE 3 INCHES
OF BARK MULGH, BIO-FILTRATION BASINS SHALL NOT
RECEIVE BARK MULCH. A MINIMUM 9" LAYER OF MULCH
SHALL 6E APPLIED ON ALL EXPOSED SOIL 5URFACES OF
PLANTING AREAS EXCEPT TIJRF AREAS, CREEP!N6 OR
ROOTING ISRO\JND COVERS, OR DIRECT SEEDING
APPLICATIONS l"lHERE MULGH IS CONTRAINDICATED.
PRIVATE S1"REET TREES SHALL RECEIVE A 40 S.F. MIN
AREA OF SARK t--'l!LCH.
'1. ALL SLOPES 4:! OR GREATER MUST MEET THE FOLLOY'IIN6 REGVIREMENTS. THIS APPLIES TO ALL SLOPES EVEN
THOSE NOT SHOl"lN ON THE PLANS,
A. ALL GRADED SLOPES M./ST BE PERMANENTLY
1RR16ATED l-"11TH A CENTRAU..Y CONTROLLED SYSTEM
r"4!TH NO OVER SPRAY.
B. GROUND COVERS MVST 6E PLANTED FROM LINERS OR
FLATS AT 12~ O.C. OR! GALLONS AT IB" O.C.
C. PROVIDE I ONE ISALLON 5HRU6 FOR EACH 100 SF OF
SLOPE AND I FIVE GALLON SHRUB FOR EVERY 200
SF OF SLOPE.
D. PROVIDE TREES ON ALL SLOPES AT A RATE OF ONE
!5 G-ALL.ON TREE PER 500 SF OF SLOPE ON ALL
SLOPES 5' OR GREATER VERTICAL HEIGHT. ON ALL
SLOPES e• OR GREATER VERTICAL HEIGHT, PROVIDE
ON !S GALLON TREE FER 500 SF OR SLOPE PLUS ONE
5 GALLON TREE PER EACH !POOSF OF SLOPE.
E. REINFORCED STRAl"l MATS (SC 150 MANUFACTURED BY
NORTH AMERICAN GREEN !-BOO-4'13-1'165 OR CITY
APPROVED) l'-",J.J5T BE INSTALLED ON ALL SLOPES 3:!
OR 6REATER.
e. TREE ROOT BARRIERS SHALL BE INSTALLED r"4HERE
TREES ARE PLACED ¥'1!THIN 5 FEET PAVED SURFACES
IMPROVEMENTS INCLUDING H.A.L!<.5, CURBS, OR STREET
PAVEMENT ROOT BARRIERS ¥'11LL NOT BE i"iRAPPED
AROUND THE ROOT BALL. ROOT BARRIERS SHALL BE
'BIO-BARRIER. ALL STREET TREES SHALL RECEIVE ROOT
BARRIERS.
'i. FRONT AND REAR YARD LANDSCAPING SHALL BE
INSTALLED BY PRIVATE HOHEOl1NER.
Planting Legend
SYMBOL BOTANICAL NAME COMMON NAME
MATURE l"lVCOLS
HEIGHT ZONE 3
TREES
/
I "- EX1STIN6 TREES IO SE REMOV't;P
\ SEE EXISTING 1"REE SURVEY. EXISTING TREES l"llLL SE MITIGATED ," __ .. / I:! ¥'11TH (2) STREET TREES PER LOT FOR 'i LOTS ~- STREET JBEE CffilYAIJ;) - 24" BOX SIZE
\, + } ·LAIJRUS NOBILIS Sl"lEET SAY 40' MAX. L
'-,._f,._....l'.
Gl'WIJNDC,OVl:;RS
I
:._ 11 ·11111 • I BAS1N BIO-FILTRATION ISRQ1JND W\/ER - (I 6AL AT 18:9 QC) . i .. ! . I I . GAR.EX TUM.JLICOLA FOOTHILL SEDGE
HINIHUM TREE SEPARATION
DISTANCE MINIMUM DISTANCE
IMPROVEMENT TO STREET TREE
TRAFFIC SIGNAL, STOP SIGN 20 FEET
UNDERGROUND UTILITY LINES !O FEET FROM CL
ABOVE GROUND UTILITY STRUCTURES B FEET
(TRANSFORMERS, UTILITY POLES, ETCJ
FIRE HYDRANTS, MAIL BOXES 5 FEET
DRIVEl"lAYS 10 FEET
S1"REET LIGHTS 15 FEET
INTERSECTIONS 25 FEET
Wood Side Yard Fence & Gate NTS
L
! am familiar w1th and agree to comply with the requirements for landscape improvements as described m City of Solana Beach Ordinance 467 * Water Efficient landscape Regulations, Sec 17 56 SSMC and the landscape Manual This p!an has been prepared m comp!tance wrth those regulations ! certify that the plan implements the regulations to provide effrc1ent landscape water use ate
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DRAl"IN BY, JH/BG
FILE,
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210'lB
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30'-6'' 28'-8' 27'-4'' 10'
rc=n~7r=~=::-c==--:=:-=--~--~---------ir=~===:~===~I_.________.____ BEDROOM 2
PRIMARY BATH !O'·!'Gl..6.
o l
PRIMARY BEDROOM
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A GREAT RM.
BEDROOM 4
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DATE: 09/16/2024
A.2
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DATE: 0'1/16/2024
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DATE, 09/16/2024
A.4
50'-3''
25'RYSB 25'-3''
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121i.36'
I f----------------
OUTDOOR ROOM #1
E.G. e F.G.
Al IC1"6.01
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~i
.L' ~I GREAT ROOM C VA!.lTED Gl.6.
ARC!-!liECiURAl... eUl!...DIN~ o5Cil0No - A
ARC!-!liECiURAI... eUl!...DIN~ oECilONo - 6
212.00' t~SL M.A-X. HEiGHT
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SCALE: 1/4" = 1'-0"
DATE: 09/16/2024
A.5
10'-2"
NO~Tl==! El-EVATION 'O'
FR/,MES
10'-4"
10'-0'' SYSB ~'
II ,,
11 ;iOUil==! 5!...5VATION 'O'
,--------------------ASPHALT SHll'tSLE ROOF
,---------------t/4:TAL CORRlJ6ATED METAL ROOF PAMELS
--------COMPOSITE BOARD ! BATT SIDl!-IS
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SC.ALE: 1/4" = 1'-0"
DATE: 09/16/2024
A.6
ASPHALT SHlt-.!SLE so~•F------------------------~
GOt~POSiTE B<.)ARD ,t BATT SIDll'-'7-----------------
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UJ5E:>T 51..EVATION
1 0 1
BOARC t BAH SIDH1S --------------------------------~
1--HITE VINYL HlNDDN FRA'4ES -~------------~
25'-0" KYSB
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SC.ALE: 1/4" = 1'-0"
DA TE: 09/16/2024
A.1
REQUIRED ADU NOTES:
a. THE ADU SHALL NOT HAVE INTERIOR
ACGESS TO THE PRIMARY RESIDENCE
b. THE ADU SHALL ONLY BE USED FOR
RENTALS OF TERMS OF 30 CONSECUTIV E
DAYS OR MORE
e, _ THE ADU OF 550 SQ. FT. OR LESS SHALL
HAVE A M INIMUM OF 30-INCHES OF CLEAR
COUNTER SURFACE, A M IN. 18-INCH SINK V'V
A 1.5-INCH DRAIN AND GARBAGE
D ISPOSAL, A M INIMUM 5 CUBIC FOOT
REFRIGERATOR AND A M INIMUM
TV'IO-BURNER STOV E HARD V'IIRED V'IITH
GAS OR A 220-VOL T OUTLET
ct PER SBMC SECTION 11.20.040(D )(4 )(o ) ,
ACGESSORY DV'IELLING UNITS SHALL
PROVIDE A NEV'! OR SEPARATE UTILITY
CONNECTION D IRECTLY BETV'IEEN THE
ACCESSORY DV'IELLING UNIT AND THE
UTILITY. THE CONNECTION MAY BE SUBJECT
TO A CONNECTION FEE OR CAPACITY
CHARGE THAT SHALL BE PROPORTIONATE
TO THE BURDEN OF THE PROPOSED
ACGESSORY DV'IELLING UNIT, BASED UPON
EITHER ITS SIZE IN SQ. FT. OR THE NUMBER
OF ITS PLUMBING FIXTURES, UPON THE
V'IATER OR SEV'IER SYSTEM; PROVIDED,
HOV'IEV ER, THAT TH IS FEE OR CHARGE
SHALL NOT EXCEED THE REASONABLE
COST OF PROV ID ING THIS SERV ICE. A
SUB-METER MAY BE ALLOV'IED TO MEET
THIS REQUIREMENTS.
SHEET INDEX
A.1
SP
10F2
20F2
L.1
A.2
A.3
A.4
A.5
A.6
A.l
A.8
COV ER SHEET
GENERAL SITE PLAN
GENERAL GRADING NOTES
PRELIH . GRADING/ SITE PLAN ,
DETAILS 4 SECTIONS
LANDSCAPE PLANS
FLOOR PLAN
FAR CALCULATIONS
ROOF PLAN
BUILDING SECTIONS
BUILDING ELEVATIONS
BUILDING ELEVATIONS
ADU FLR. PLAN 4 BLDG. ELEV.
H O M E S"
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SC.A!..E: 1/4 " : 1'-0"
D ATE: 0 9/1 6 / 20 2 4
A.1
\
\
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I
I
I
I
I
I
~ 18
I!
I
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GRAPHIC SCALE 1"=30'
-----0 30 60 90
I
I __________________ L ____________ _
I I
I I
I I
I I
I I
I I
I I
I I ___________ J_
LOT4 , 425 BEU. RANCH RD
l
. DRP24-005 . ,
' ' ' '
J....'.:lL=-:.-::--:::--:;;;;;;~~----·----....... 11.J
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____________ I .._ - - - 7
I
I
NOTES:
OVERALL SITE PLAN
OWNER/APPLICANT
AP.N.
SITE ADDRESS ./01-435 EEL FWO! FIJA£J Sll.AH4 f£JDt CA 92075 ZONING INFORMATION GE1£RAL FUJI CESili'IA11fJI: La: N1NDf.H PAHB. SUE: 1(000 fF 1£1of{T; FER ClXE 17 20.DJO.G FIDfT YMlJ IF\'!ill: ES' FEN/ YMlJ lll'tllll: ES' S1llE SJIE YMlJ (Sl'Sll): JD' JN1ERI!Jl SJIE YMlJ (Sl'Sll):10' P!El.1C FIJA£J Nl1 UTlU1Y DfflJIElENTS FIFflllS.Y AffffJl'8J NlJ sa,, l£FEOI Fm FEf'EIE/a. SEE t:M3S CG-31B1 Nl1 ia;R-391.
I!] ~~TFEcT~OO !l'OT FR'.JVllEl FER TH 17-15-15.
APN 291!-JZl-;J; ™5 !£Ell PERV10.S. Y AffffJl'8J FER CW22-De5 NlJ JS SHM< l£FEal Fm FEf'EIE/a CH.Y.
PREPARED BY:
PASCO LARET SUITER --•-•&ASSOCIATES
BM~ I &icNIII I Orw,gl Cowty
Ph0Ml5U!IU2121-~
9/17/2024 Pt.SA 1877
GENERAL NOTES 1. APPROVAL OF THIS GRADING PLAN ODES NOT CONSTITUTE APPROVAL OF VERTICAL DR HORIZONTAL ALIGNH£NT OF ANY PRIVATE ROAD SHDHN H£R£IN FDR PUBLIC ROAD PURPOS£S. 2. FINAL APPROVAL OF T/£SE GRADING PLANS IS SUBJ£CT TD FINAL APPROVAL OF TH£ ASSDCIA T£D IUPRDV£/ENT PLANS HHERE APPLICABLE. FINAL CURB GRADE aEVATIONS HAY R£GUIR£ CHANGE:S IN TH£SE PLANS.
3. IHPDRT NAT£RIALS SHALL 8£ LEGALLY OBTAIN£D. 4. A SEPARATE PERMIT FRDH TH£ CITY ENGINEER lfILL 8£ R£GUIR£D FDR ANY HORI< IN TH£ PUBLIC RIGHT-llF-lfAY.
5. ALL SLOPES OVER THREE (3) FEET IN H£IGHT SHALL BE LANDSCAPED AND IRRIGATED.
6. TH£ CONTRACTOR SHALL VERIFY TH£ EXISTENCE AND LOCATION OF ALL UTILITIES 8£FDR£ CDHHENCING lfDRK. NOTICE OF PROPOSED HORI< SHALL 8£ GIVEN TD TH£ FOLLDHING AGENCIES:
UNDERGROUND S. A. 811
7. TH£ SOILS R£PDRTS SHALL 8£ PRDVID£D AS R£GUIRED BY TH£ CITY OF SOLANA 8£ACH PRIOR TD ISSUANCE OF A GRADING PERMIT B.
9. ANY
PE
ISS
OF T/£SE PLANS BY TH£ CITY ENGINEER DOES NOT AUTHORIZE DR GRADING TD 8£ PERFDRHED UNTIL TH£ PROPERTY DHNER 'S ON HAS B£EN DBTAIN£D AND A VALID GRADING PERHIT HAS 8£EN
10.ALL
t'oo a.m.
ING
H. ALL HAJDR SLOPES SHALL 8£ ROUNDED INTO EXISTING TERRAIN TD PRODUCE A CONTOURED TRANSITION FRDH CUT DR FILL SURFACES TD NATURAL GROUND AND ABUTTING CUT DR FILL SURFACES.
12. D
s
s
s
GR
R£S
DAHA
13.SLOPE RATIOS: CUT 2: 1 FILL 2: 1
15. CUT: 135 CY FILL: D CY EXPORT: 135 CY R£HEDIAL GRADING: 0 CYr R£HDVAL/R£CDHPACTION (NOTE: A SEPARATE VALID PERHIT HUST EXIST FDR DFFSITE IHPDRT DR EXPORT AREAS. ) •• TH£ QUANTITIES EST INA TED ABOVE AR£ FDR PERMIT PURPOSES ONLY AND SHOULD NOT 8£ USED FDR CONSTRUCTION BIDS. CONTRACTORS AR£ RESPONSIBLE FDR TH£IR DHN EARTHHDRK GUANTITIES.
ANTICIPAT
SEPARATELY,
SUBHITTED FDR APPROVAL.
AS A SINGULAR D IT 8£ ETED
SHALL 8£
15. TH£ CONTRACTOR SHALL NOTIFY TH£ CITY OF SOLANA 8£ACH 858,720.2470 24 HOURS BEFDR£ GRADING OPERATIONS 8£GIN,
17. FINIS PLANTING S PRIOR IH>IEOIA Ta GRADE R 1 AND APRI LANDS APPROVED BY DEVELDPIIENT REVIEW STAGE, DR BY S
18. ALL OFF-SITE HAUL ROUTES SHALL 8£ SUBHITTED BY THE CONTRACTOR TO TH£ CITY ENGINEER FDR APPROVAL 72 HOURS PRIOR TO TH£ 8£GINNING OF HORI<.
OF TH£ HORI<. APPROVAL A TE SHALL 8£ HAS 8£E PPRDVED GRA AN". THIS S TH£ CIVIL E SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY ING SHORING, AND SHALL 8£ RESPONSIBLE FDR CONFDRHING STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS. LAHS
EROSION CONTROL NOTES
2. 3.
LBS/ACR£
20 50
B
6 7
91 HARGE CONTROL: BEST NANAGENENT ENENTED TO NANAGE STDRH HATER TH£ SITE AT ALL TINES DURING EROSION PREVENTION SHALL 8£ TANT HEASUR£ FDR KEEPING SEDINENT ON GRADING ACTIVITIES. SEDIHENT CONTROLS NT TO EROSION PREVENTION FDR KEEPING SHALL BE HITIGATED BY INSTALLING LANDSCAPE PLANS AS R£GUIR£D BY TH£ ONS, DR BY TEHPDRARY EROSION CONTROL NON-IRRIGATED HYDRDSEED HIX HITH A FIBER NATRIX APPLIED AT 4, 000 LBIACR£. !C PURITY /ACR£ SEED SPECIES
70% PLUS ATRIPLEX GLAUCA PLANTAGE INSULARIS ENCELIS FARINDSA SCARIFIED LOTUS SCDPARIUS 501' PLUS EXCHSCHDL TZIA CALIF.
4. TH£ TOPS OF ALL SLOPES TALLER THAN 5' SHALL BE DIKED DR TR£NCH£D TO PREVENT HATER FLDHING OVER CRESTS OF SLOPES.
5. CATCH BASINS, DESIL TING BASINS. AND STDRH DRAIN SYSTEMS SHALL BE INSTALLED TO TH£ SATISFACTION OF TH£ CITY ENGINEER.
6. SAND BAG CHECK DANS, SILT FENCES, FIBER ROLLS DR DTH£R APPROVED BHP'S SHALL BE PLACED IN UNPAVED AREAS HITH GRADIENTS IN EXCESS OF 2%. AS HaL AS AT DR NEAR EVERY POINT HHERE CONCENTRATED FLDH LEAVE THE SITE.
7. SAND BAGS SHALL BE PLACED ON TH£ UPSTR£AH SIDE OF ALL DRAINAGE INLETS TD HINIHIZE SILT BUILDUP IN TH£ INLETS AND PIPES.
B. TH£ CONTRACTOR SHALL REPAIR ANY ERODED SLOPES AS DIR£CT£D BY THE OFFICE OF THE CITY ENGINEER.
9. THE CONTRACTOR SHALL SHEEP ROADWAYS AND ENTRANCES TD AND FRDH TH£ SITE ON A REGULAR BASIS TD KEEP TH£H FREE OF SOIL ACCUNULA TION AND AT ALL OTHER TINES DIRECT£D BY THE CITY ENGINEER.
JO. TH£ CONTRACTOR SHALL HATER SITE ON A CONTINUOUS BASIS TD HINIHIZE AIR BORNE DUST CREATED FRDH GRADING AND HAULING OPERATIONS DR EXCESSIVE WIND CONDITIONS, AND AT ALL TINES DIRECTED BY TH£ CITY ENGINEER.
H. IN THE EVENT SILT DOES ENTER TH£ EXISTING PUBLIC STDRH DRAIN SYSTEH. R£NDVAL OF THE SILT FRDH THE TH£ SYSTEH HILL BE DONE AT TH£ DEVELOPER'S EXPENSE.
PASCO LARET SUITER
LOT 3 417 & 419 BELL RANCH ROAD (DRP24-004)
PRELIMINARY GRADING-PLAN
+
LEGAL DESCRIPTION
WORK TO BE DONE TH£ IHPRDVEHENTS CONSIST OF THE FOLLOWING HORI< TO BE DONE ACCORDING TD THESE PLANS AND TH£ LA TEST EDITIONS OF:
STANDARD SPECIFICATIONS (1) STAND TIONS FDR PUBLIC HORKS CONSTRUCTION INCL IONAL SUPPLENENTAL ANENDHENTS, (2) CALIF HENT OF TRANSPORTATION "HANUAL OF TRAFFIC CONTROLS CTION AND HAINTENANCE HDRK ZONES" (3) STATE OF CALIF A, DEPARTHENT OF TRANSPORTATION STANDARD SPECIFICATIONS STANDARD DRAWINGS (1) SAN DIEGO REGIONAL STANDARD DRAWINGS (2) STATE OF CALIFORNIA, DEPARTNENT OF TRANSPORTATION STANDARD PLANS LEGEND
ITE/f DESCRIPTION
SUDIVISIDN EnNJARY
LDT LDE LDT 3 CF - N:J. J66aj FI1.£D 111 TIE Cff1!E CF TIE aJNTY FEmlER CF SN/ D!EGD co..NTY. 3/!IJ/2./, ABBREVIATIONS JDJA(B{f PRHllTY L1JE PR:RISED !cTBAQ(S
CBffEFl.llE <F RlJil/T-/F-IIAY
Int
GRAPHIC SCALE 1 "=60'
I 0 60 120 180
EXISTING EASEMENTS PER MAP 16605
(Ji &."'ff.l•ffE~~~w'f'i!:!!!tatJ ~
@ II/A. rFF-SITE AFFECTOO IEIIiHll:llI1S LOTS
® ~15-= ~ ~ fJi.!!l 1975;
@ II/A. rFF-sITE AFFECTOO IEIIiHll:llI1S LOTS
@ ~J'l!l'l~~~:w=,r::r=
A5 rxx: I ~ DR. WA 1H1S LDn
@ 5TCffl lfAltR C£TENTir1I EA!BENT FER - !6605 FEC. 3/!IJ/2./. WA 1H1S LDn
1.2) (ff}/ /P>CE EA!BENT FER - !6605 FEC. 3/!IJ/2./. WA 1H1S LDn ® ~=Jift~ ~1w:l~}DJ;f ~ /%n
@ 511£ET £EDICIT1111 CF /£LL /WO/ 11'.MD TO TIE CITY CF 5a.AN4 l£AOi FER - !6605 FEC. 3/!IJ/2./,
EASEMENTS TO BE GRANTED
W fflPOSED RlIVAIE !JlllN4ac cA!BENT Fr1l TIE /BEFIT CF LOTS l 7lffl.EH 8 TO IE £1Wl1ED Cl1 FE/!BMD C1Hl.ffiMI.Y lfI111 TRANSFFR CF TITLE. (SEE LOTS 2 & 8) Im ~~Wtt~~r.JP..~~ To~
[fl fflPOSED RlIVAIE IH/J.GAJ'l!l'I EA!BENT Fr1l TIE /BEFIT CF LOTS J 7lffl.EH 8 TO IE £1Wl1ED Cl1 FESERVfD C1Hl.ffiMI. Y ltI111 TRANSFFR CF TITLE. (SEE LOTS 2 & 8)
ENGINEER OF WORK CITY APPROVED CHANGES
KEYMAP
SCALE: 1 "-60'
/WO DATE RECOMMENDED FOR APPROVAL
A.P.N. SITE ADDRESS 298-12!-71 417 & 4l9 EEl.L /WO/ 11'.MD 5a.AN4 l£AOi CA !IE!l1S OWNER/APPLICANT LOT INFORMATION 9£4 /OE5 LJHITED Pll1TIBl/fflP LDT 3 CF IXEJJI /WO/ ESTATES 999J IE5A RlH flMl1 SUITE 200 14.055 /'F (0.32 AC) EmSSIIET SN/ 01ml CA 92121 760-71!;..JS/U TOPOGRAPHIC SURVEY PARKING INFORMATION ND HAHJ SHlT FEW1IEl: 2 2015. 2017 & ~ 3 111 ATTAOED 6'll46E' SJITER & ASSX.
ZONING INFORMATION IBElW. FUJI CS16H4Tll1,t Uk IIIN1/UI PAFlB. SIZE: 14,000 l'F REFERENCE DRAWINGS -1749
FH 3830 5831-391
CG-3181
- !6605 IEIGIT: FER a1£ 17 .20.tm.G
EARTHWORK QUANTmES:
It GRADOO ASSXIAlcD lfI1II POO..ECT: 135 CY /l/T IS'/!1J«AltR BASJJI EXCIVATl!l'4 & 0 CY F1LL X: EXCIVAJ'l!l'I Fr1l FOOTNIS: 200 CY±
r. IB«lVALl7RX)PACT.lCII Fr1l = 0 CY;
Z: TOTAL GRADIMl: 335 CY
ADU EARTHWORK QUANTITIES:
It GRADOO ASSXIAlcD lfI1II POO..ECT: NIA SEE ABDYE
X: 0/CAVAJ'l!l'I Fr1l FTXJTNIS: 50 CY±
r. IB«lVALl7RXH'ACT.lCII R:11 = o er,
Z: TOTAL GRADIM1: 50 CY
IMPERVIOUS AREA TABULATION TOT AL EXISTl1ll 1JffRflIJ.JS J.FEA 1>1-silc: 0 /'F TOTAL fflPOSED 1JffRflIJ.JS J.FEA CN-5.ITE: 5.3iS l'F t£r JJDEA!!£ 111 1JffRflIJ.JS NE); 5.3iS /'F
AC
APPffJX
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Dlf
EG
8..
EX
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S'tSB
TB
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A5f!lll.TC!H1£TE
Afffi'.11W14lc
8DT1l)I <F lfALL AT FINJ31 6ll41E a!NTER L1JE /XIESTIC NAltR EXISrINi 6ll41E El.EVAT.lCII EXISrINi
FINJ31 9.ff'>CE
--
FFCM YAIIJ SE1BACK FUXDE
Hl1iH POINT IM'ERTELEVAJ'l!l'I
L.llEAR FEET HAX1lCM
HI/11/UI
DN a!NTER EAOI lfAY PRHllTY L1JE PR:RISED
Fill.IC
ffiIVAIE UI!I/ SE1BACK
111
SANITARY SEIER SlIE YARD SE1BACK TCP <FEEFH TCP (F ct.RI TCP <F F'El£E TCP <F GRAIE TCP <F FDDT]N; TCP CF lfALL
STAIVND IJlOOHS
TCP CF lfALL AT FIN19! 6ll41E T'IPICIL
LJTIUTY NOTE:
EXJSTOO /PDT El.EVAT.lCII
EXISrINi aNTl»I
EXISTOO NAltR HAJJI
EXISrINi SEIER HAJJI
EXISrINi /PDT El.EVAT.lCII
PR:RISED /PDT El.EVAJ'l!l'I
PR:RISED aNTl»I
PR:RISED BUll.DINa FOOTPRINT
(FS XXX.}()()
FS XXX.XX
--187---
- PVC l1lAlN4ac PIPE (SIZE FER PL.NI) --------------·
l1lAm«c DJIECTIDN
lllAm«c DITO/
pa; PAVOO
BJUETENTI!I/ BASIN
SITE lfALL FER U1IERS
3· H1NJS aHl.E R1P-RAP
maR FER LAICSCAPE
LIHIT CF PAD
e• PVC SEIER HAIN FER CG-3181
6" H41tR HAIN FER CG-3181
==>==>
1:,- •~ '.~'<\I
I" • _;/ 1
---s---
1" PVC H41tR 5c1lVICE FER CG-3181
1" PVC F1I£ 5c1lVICE FER CG-3181
4" SEIER LA1Bl4L FER CG-3181
001..EIJ ct.RI FER CG-3181
00 SirEHALK FER CG-3181
C!H1£TE FER CG-3181
F£T lfALL FER 511ICltfW.
LJJIIT <F r.wioo
UTlLITlES NE l<IOH TO EXIST IN TIE J.FEA. TIE cmTRACTCl1 lS FEW11El TO TA/IE /lE PFECAUTIDNARY l£A5U£S TO FRJTE'CT ANY EXZSTOO UTll.ITIES Cl1 sm.cnJ5 LOCAlcll AT TIE >CR( SITE.
OWNER'S CERTIFICATE I, .,.,.,.,.,.,n""'"""n,"""rm:,;""",.,,--., AS DHNERIDEVELOPER OF THE PROPERTY DESCRIBED HEREIN AcRiioillEDGE THESE PLANS HA VE B£EN PREPARED AT HY DIRECTION HITH HY FULL CONSENT. I FULLY UNDERSTAND AND ACCEPT THE TE:RHS AND CONDITIONS CONTAINED /£R£IN AND AS ATTAC/£0 BY R£FER£NCE ON THIS GRADING PLAN.
IT IS AGREED THAT FIELD CONDITIONS NAY R£QUIR£ CHANGES TD TH£SE PLANS.
AREA CALCULATIONS (SEE SHEET A.2) FAR CALCULATIONS (SEE SHEET A.3) IT IS CIVIL PLANS
FDR c FlllST FUlCll FIHI!HD J.FEA
TOTAL FIHI!HD J.FEA
3-CARTNIB/6'1146E'
W\£/EDFtRJ/
W\£/EDCl/TOOCllA'.X)I
ADU FINIS£D N£A
TOTAL ~ J.FEA TOTAL ~ N£A Ill N:J./
APPROVED FOR CONSTRUCTION
3,745 /'F
3,745 /'F
739 /'F 54 /'F 2l3 /'F
52B /'F
4.761 /'F a289/'F
BENCH MARK
~LDTJ.FEA
~N£A
FtRJf ~ N£A Cl/TOOCll ffJOI ~ N£A ~N£A
6'll46E' Cl31.J:T (200 FT. FER :PACE)
TOTAL ~ eun.DOO N£A AL1.fJ/WJ£
N:J.J LIVNJ.E ~ N£A iEX9f'I)
l4,055 /'F
3,'lSl/'F 54 /'F 213 /'F 739 /'F
-.«JO/'F
4.373/'F
4.410 /'F
52B /'F
THE
SARAH HDRR£LL DATE SHEA HDHES LIHITED PARTNERSHIP
DECLARATION OF RESPONSIBLE CHARGE
I UNDERSTAND THAT THE CHECK OF PRDJ£CT DRAWINGS AND SPECIFICATIONS BY TH£ CITY OF SOLANA BEACH IS CONFINED TD A R£VIEH DNL Y AND DOES NOT RELIEVE HE OF RESPONSIBILITIES FDR PRDJ£CT DES BY:
H. JUSTIN SUITER RCE No. 68954 EXP 12/31/2025 PASCO LARET SUTIER & ASSDCIA TES =sTAL OOMM/88JON PERMTTNO.
CITY OF SOLANA BEACH DRAWING NO.
-----&ASSOCIATES
BII\Ollgo I En:::inlllll I OnngeCc:u-q
,t,....116USJ.ett21-~ a: &f :..-,-~w~J,JS=~T1N~~SU~ITER= Dale: --~=============1==1==1:--Ena-,,_------------ R.C.E. 68964 Exp: 12L31L25 • CltyEnglne« R.C.E. ____Jlj§_
Exp: ~
LOT 3 OCEAN RANCH ESTATES
417 BELL RANCH ROAD
DRP24-004
SHEET1 OF2
---2i------"'------~:"--a.-----"----~-s---~r---&----;--~~--- l,,.--EX. SEIEll 5BlVltE' :;: r PER CG-3181 : :
II "
II "
" "
ro 194.3
IE 193.1
....
IE 1932
H----"-6" PYC
:: Im•o.s
~ lEj 193.3
\ .... .4
-~m -
LOT3
PROPOSED RESIDENCE
417 BEi.i. RANCH RO
FF195.17
PAD194.5
FS 1!15.D9
ro 194.3 I IE 192.5
1 ro 194
JE 192 II
II "
n
!! FG194.5 I~::..!!..
" '1=:r-------=,-----"": !!
" n
I ~ "
!:_ 192:_j n
:i
II
" LS
LOT 3 417 & 419 BELL RANCH ROAD (DRP24-004)
PRELIMINARY GRADING PLAtN
113.l. FWD/ Ill FER CG-3181
APFmX. L.JJE
9lAlE
LOT 2 lXP24-003
SECTION A-A llJT TO SCN.E
SECTION B-B
T11' (F E£FH
zJ -pf;
llJT TO SCN.E
1 5·1«XIJroa.
FERUHJSCN'E
A.
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I
I APt1 298-121-36
61B NAIDITO LN
TII /FIAINAGE Ff1l Pl.All
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-----0
- - ~- - ~ - - - - JE 193.0 _IE_192.9 - - - IFG-194.5/
-----\- PL N 79-07tl!l'E gi.5• ------ ~~
GRAPHIC SCALE
I A
\ PRELIMINARY GRADING PLAN
1 "•iO.
i
0.375" LCM FUM auFICfi IQ.£ C1UllBJ lNTO IESlllEml /UTE. PEJF. PD'€ IE/Jlf1'K TO HAYE CRY 1 POJNT CF CCH£CTitll TO A OOX VIA auFICfi • BNErfNTial 'EIGIIEBHJ son.. UlBl son. m IIITH Ill !Cl£ 11«H 5% cur s awosr l1l IWOKXRJ IU.CJi ,m l1l SDOLAR £li£C1S, N£J ALSO FF£E CF 18" CEEP "SWlY LOAH" 9/ALL a,(fAJN 65% SW!
(F S7ll'ES SIUP.( =
** 3/4" CRJ&£D FOO< UlSl 9/ALL EE A KIHIIU/ CF 12" 00T H4Y EE CEEF£JED ro IJCl£ASE 11£ llFJLTRATial N£J 57m<Q; AB1l.ITY CF 11£ lETAn.
BI0RETENTI0N BASIN DETAIL llJT TO SCN.E =AL COMMISSION PERMIT NO. jQ 20 30
PASCO LARET SUITER & ASSOCIATES a., OIIQO I Etailall I Ofwva0cu1¥ Phmw!Sil.251.R12 I ---~ i--.-ENGIN-,..;EER,..;,..;OF_WORK ______ t:=:=:=:=CITY:=:=APPROVED:=:=:=:=:=CHANG:=:=:=es:=:=:=:=±N'Pll:=:=±°":=re=.ij.!!RE::C~O;:M:M:;E:!N.'!!D~ED=:'..!F::_:;O::R!.!AP!:!:P!:!R:'.OV~AL::...+:AP:::.::,PR::::O~VE:.::::D:_:F::_:;0::R:_:CO~N,:.::STR::_:.:::::_U::CTl.:,::::O:,::N-b==-BENCH MARK a:~ :,,.-, -~ .. -,A~JS=TIN=~su-ITER= Dalo: --•i----_-_::_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_--1-1----_-_-_t,_-_-_-1-l :_--Eng------------- ~By.~.~~~~~-ettyci;;ee,g._;;;;;,R.ucii.E.L=3~7~/~45L CITY OF SOLANA BEACH PRELIHIIIARY GRADING Pl.AN OR:
LOT 3 OCEAN RANCH ESTATES
417 BELL RANCH ROAD R.C.E. 68964 Exp: 12L3J.LZS OD: ____ Olllo: ____ Exp: ~ DRAWING NO.
DRP24-004
SHEET20F2
BELL RANCH RD.
LOT 3
i"lATER CONSERVATION PLAN LE6END
SYMBOL ZONE DESCRIPTION AREA
STREET TREES/ LOf'i f'IATER USE 50 S.F. 4%
BUSSLER IRRIGATION
610FILTRATION BASINS/ 1,126 S.F. %% Water Conservation Plan LOf'i f'IATER USE/ DRIP IRRIGATION NO RECYCLED f'IATER USE PROPOSED. THE SITE SHALL HAVE
A DEDICATED POTABLE f'IATER 51.16-METER FOR HOMEOf'INER
LANDSCAPE
ESTIMATED TOTAL WATER USE (ETWU) WORKSHEET
111-: pt"OJCCt'S E~1ima1cd Total Warcr I >,c IS calculated Uillll! the foll0\\1!lg fonnula ETWl
ETo
Pl
IIA
SL,\
06:
H ~ lrn_1,Utum r.ffo:i,mcy (sec rcqwn:rrn:11:\ 1n chlrt)
CITY OF SOLANA BEACH ESTIMATED TOTAL WATER USE (ETWU) WORKSHEET lrne l
tt,,drozone Nurrt;,er (1-4 Bekiw~ use as rreny tables as necessary . to c~ aft hydrozones)
iEvapo:rar.sp«atl0/'1 Rate (Eto)· 41 0 fOf
iSc!ac1a Beach
1ccnvorsoo Foctcr - O 62
!Pram Factor (PF) ..
[Hydrcz!YIB Noa (HA\ 111 squa'e feet
ltlme 4 x line 5)
(TOTA.!.. a!I Lne S's+ SLA
ILine3xLrr-e9
IEshmme-o Torn! Wa!ar Use• ElVJU
I ( ga' oos per year) , IVW<<'I,_ l"-1' "'"''"='-"'~"'"'HI"\ ! "ET 0 - [,z:xxran~=:r..,n ra1c
j,H (\~l.'St of].4)
J.ntca<;10t!-\J
03 03
50 1-126
15 338
I 075 0 81
20 417
10 .,_ Plant F#ctor(ilat,:r [\c}. Jr,m1
Ill COL\'
0 >-!\\•LC',, \\'31erCst Pbm,
0 (• - M\\ • MO::krnte WJ!C" l'se PL:rnh
; O- H\\ - H,;:h \\Jter l ~e f>br::~
41 i 0.62
2542
437
11,109
' 1\dlfie~en7l[tn.1\'lnuse<l,f~urr,.'l<1t"C;
jti; "'"'-""~' ""J""" jtheCnPb.nfK'r
,\1AXl\ll '\1 APPLIED WATER APPLICATIO' (MA.WA) calculation E.lAf l:\3PDIHilL>p1rnt1on adJusimem factor (U\e 55 residenual. ~5 non-residential 31 682 [fETAF x l rJ-ETAfi x
Iota! Landscape ,\rc:i
,1· lorn! SL:\
\IAW.\
16.442
,jATER CQN5ERVAD9N NoTES I. ALL IRRIGATION SHALL INCLUDE EFFECTIVE .AND EFFICIENT f'IATERING METHODS UTILIZING HUNTER MP
ROTATOR LOf'i-FLOf'i IRRIGATION HEADS AND IN-LINE
DRIP TVBING.
2. ALL IRRIGATION CONTROLLERS SHALL HAVE AUTOMATIC
RAIN SHUT-OFF SENSORS.
3. ALL PLANT MA TERI AL UTILIZED 15 CLASSIFIED AS 'LOV't OR MODERATE f'IATER USE' BY f'IUCOLS MATER USE
CLASSIFICATION OF LANDSCAPE SPECIES).
4. 10096 OF THE LANDSCAPED AREA IS PLANTIN6- ZONE 3,
NA TURALIZING/TRAN51TIONAL.
5. ALL PLANTING AREAS SHALL RECEIVE REGULAR
MAINTENANCE AND MANAGEMENT DESIGNED TO MAXIMIZE
HEAL THY GROf'ITH
6. ALL PLANTING AREAS SHALL RECEIVE COMPLETE AND
APPROPRIATE SOIL PREPARATION.
ONLY LOf'i VOLUME OR 5U651JRFACE IRRIGATION SHALL
BE USED TO IRRIGATE ANY VEGETATION f'IITHIN 24" OF
AN !MPERt--!EABLE SURFACE.
e. PLANTING AREAS SHADED SY EV!LD!N6S SHALL BE
At'-'tENDED TO IMPROVE DRAINAGE AND AVOID
REHA!N!N6 1-iET BETY'EEN IRRl6ATION CYCLES.
Fire Hydrant BELL RANCH RD.
D. G. Walk (typ.)
Proposed ROW Line
Concrete Driveway
LOT 3
Bio-Filtration (typ.)
per civil engineer's
plans
Property Line
Wood Yard Fence
and Gate (typ.).
See elevation below
Landscape Concept Plan
LANPSCAPE ANp SLOPE EROSION CONTROL NOTES= I. ALL SLOPES /4,I OR STEEPER) f'IILL BE PROVIDED f"llTH REINFORCED STRAf'i MATS (SC 150 MANUFACTURED BY
NORTH AMERICAN GREEN, l-eoo-419-!Cf65, OR CITY
APPROVED EOIJAL).
2. ALL LANDSCAPED AREAS, INCLUDING SLOPES /4,1 OR
STEEPER! THAT ARE GRADED OR DISTURBED AS PART OF
THIS PROJECT f'IILL BE PROVIDED "11TH PERMANENT
IRRIGATION TO MEET CITY REOIJIREMENT5.
5. NO OVERHEAD IRRIGATION SHALL BE INSTALLED f'IITHIN
24" OF ANY NON-PERMEABLE 51JRFACE
4. TREES ARE PROHIBITED r"'ilTHIN !O' OF ANY DRIVEV'lAY
5. PLANT MATERIALS OVER 30" HT. OR f'IITHOUT AN !I'
MINIMUM CLEARANCE ARE PROHIBITED f'IITHIN STREET
INTERSECTION SIGHT TRIANGLES.
6. AREAS SHALLOY'lER THAN 3,1 SHALL RECEIVE 5 INCHES
OF BARK MULCH, BIO-FILTRATION BASINS SHALL NOT
RECEIVE BARK MULCH. A MINIMUM 5" LAYER OF MULCH
SHALL BE APPLIED ON ALL EXPOSED SOIL 51JRFACES OF
PLANTING AREAS EXCEPT TURF AREAS, CREEPING OR
ROOTING 6RO'JND COVERS, OR DIRECT SEEDING
APPLICATIONS HHERE HULCH !5 CONTRAINDICATED.
PRIVATE STREET TREES SHALL RECEIVE A 40 5.F. MlN
AREA OF BARK MULCH.
"1. ALL SL.OPES 4d OR GREATER MLIST MEET THE FOLLOl"i!N6 REQUIREMENTS. THIS APPLIES TO ALL SLOPES EVEN
THOSE NOT 5H0"1N ON THE PLANS,
A. ALL GRADED S!..OPES MUST SE PERMANENTLY
IRRIGATED l"ilTH A CENTRALLY CONTROLLED SYSTEM
"11TH NO OYER SPRAY.
6. GROUND COVERS MVST SE PLANTED FROM LINERS OR
FLATS AT 12" O.C. OR I GALLONS AT IB" O.C.
C. PROVIDE ! ONE GALLON SHRUB FOR EACH 100 SF OF
St.OPE AND ! F!VE 6ALLON 5HRlJ6 FOR EVERY 200
SF OF SLOPE.
D. PROVIDE TREES ON ALL SL.OPES AT A RATE OF ONE
15 GALLON TREE PER 500 SF OF SLOPE ON ALL
SL.OPES 5' OR GREATER VERTICAL HE!6HT. ON ALL
SLOPES e' OR 6-REATER VERTICAL HEIGHT, PROVIDE
ON !5 6ALLON TREE PER 500 SF OR SLOPE PLUS ONE
5 GALLON TREE PER EACH l,0005F OF SLOPE.
E. REINFORCED STRAf'i MATS (SC 150 MANUFACTURED BY
NORTH AMERICAN GREEN r-eoo-4"13-1%5 OR CITY
APPROVED) MVST SE INSTALLED ON ALL SLOPES 5,1
OR GREATER.
e. TREE ROOT BARRIERS SHALL 6E INSTALLED f'IH!=RE
TREES ARE PLACED V'llTH!N 5 FEET PAVED SURFACES
IMPROVEMENTS INCLUDING 1-'iALKS, CURBS, OR STREET
PAVEMENT ROOT BARRIERS r"'ilLL NOT BE l"iRAPPED
AROUND TH::" ROOT BALL. ROOT BARRIERS SHALL B::
'BIO-BARRIER. A!..L STREET TREES SH-A.LL RECEIVE ROOT
BARRIERS.
et. FRONT AND REAR YARD LAND5CAP!N6 SHALL BE
INSTALLED SY PRIVATE HOMEOl"iNER.
Planting Legend MATURE f'il/COLS
SYMBOL BOTANICAL NAME COMMON NAME HEIGHT ZONE S
0 STREET TREE CERIYAJE) - 24" BQX SIZE
1..AURUS NOBILIS SY'lEET BAY
1-,...l'
4C' MAX. L
BASIN BIO-FILTRATION GROUND CQ\/ER - (I GAl.. AT 1e,w O C)
CAREX TUMULICOLA FOOTHILL SEDGE
MINIMUM TREE SEPARATION
DISTANCE MINIMUM DISTANCE
IMPROVEMENT TO STREET TREE
TRAFFIC SIGNAL, STOP SIGN 20 FEET
UNDERGROUND UTILITY LINES !O FEET FROM C..L.
ABOVE GROUND UTILITY STRUCTURES B FEET
(TRANSFORMERS, UTILITY POLES, ETCJ
FIRE HYDRANTS, HAIL 60XE5 S FEET
DRIVEY"'1AY5 10 FEET
STREET LIGHTS IS FEET
INTERSECTIONS 25 FEET
r rr I I I I I I
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I I I I
i I I. I
LL
Wood Side Yard Fence & Gate NTS
L
lam familiar with and agree to comply with the requirements for landscape improvements as described m City of Solana Beach Ordinance 467 - Water Efflcien! Landscape Regulations, Sec 17 56 SSMC and the Landscape Manual Thts plan has been prepared m comphance wrth those regulations I certify that the plan implements the regulations to provide efficient landscape water use (l) 0 00 I-< \0 _,, \0
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DATE: O'l/16/2024
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DATE: 09/16/2024
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DATE: 09/10/2024
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3-CDAT S'71.JCCO SYS TE~------~
5RQNZE Hi!~DOr"l FRAMES-----~
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DATE: 09/16/2024
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SHEET INDEX
A.1
SP
10F2
20F2
L.1
A.2
A.3
A.4
A.5
A.6
A.1
COV ER SHEET
GENERAL SITE PLAN
GENERAL GRADING NOTES
PRELIH. GRADING/ SITE PLAN ,
DETAILS 4 SECTIONS
LANDSCAPE PLANS
FLOOR PLAN
FAR CALCULATIONS
ROOF PLAN
BUILDING SECTIONS
BUILDING ELEVATIONS
BUILDING ELEVATIONS
HOMEStl\
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DATE: 09/1 6 / .20.24
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1,· •• LOT4
425 BEU.. RANCH RD
\ DRP24-005
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NOTES:
OVERALL SITE PLAN
OWNER/APPLICANT
SIEA IDES LDHIEll PNmEFSm' 9!Bl 164 RlH OOlll SJITE 200 SAN D.!EOO. CA 92121 7511-715-1584 A.P.N.
7lJJ
SITE ADDRESS .f01-435 BELL IWDi FlWJ sa.AH4 !£A01 CA 92075 ZONING INFORMATION !clERALFUH£ES1&'4ATICW:IA:
IUHDUI PNm. SIZE: 14,000 SF /£IGHT: FfR arE 17 20./aJ.G Ffl:HTYNV fFlSS/: 25" f£JRYNV lR\'S8l' 25' S1!ED 511:E YNV cmlll: 10' lH1ER1!R 511:E YNV cmlll: !O' PIB.1C FlWJ mJ UT1UTY 1H'lJMIENTS PfEVIIXB.Y Afffi'.lY8l mJ 9DII IEFEr1, Fl11 fEFffEJa'. :EE CHlS CG-3181 NlJ S!l6fl-391. [!J WlllcB SllEET PAfl(.INJ /RJT PffN1IED FfR TH 17-15-15. II) Slll1PlM1 l'fU'l:HD.
JPN 29&-J2H!6 H<5 BEEN Pf1NIC1.S.. Y Afffi'.lY8l FfR !JP22-005 mJ 1S 9DII IEFEr1, Fl11 fEFff£1a' CH. Y.
PREPARED BY:
PASCO LARET SUITER & ASSOCIATES
a..Dlogo I ,,_ I °"""""""' ~1158.25t.12121-~
9/17/2024 PLSA 1877
GENERAL NOTES 1. APPROVAL OF THIS GRADING PLAN DOES NOT CONSTITUTE APPROVAL OF VERTICAL DR HORIZONTAL ALIGI/HENT OF ANY PRIVATE ROAD 5H!»/N HEREIN FDR PUBLIC ROAD PURPOSES. 2. FINAL APPROVAL OF THESE GRADING PLANS IS SUBJECT TD FINAL APPROVAL OF THE ASSDCIA TED IIIPRDVE>IE:NT PLANS IIHE:RE: APPLICABLE. FINAL CURB GRADE: ELEVATIONS HAY REQUIRE: CHANSE:S IN THESE PLANS.
3. IHPDRT HATERIALS SHALL BE LEGALLY OBTAINED. 4. A SEPARATE PERHIT FRDH THE CITY ENGINEER I/ILL BE REQUIRED FDR ANY 1/DRK IN THE PUBLIC RIGHT-OF-HAY.
5. ALL SLOPES OVER THREE (3) FEET IN HEIGHT SHALL BE LANDSCAPED AND IRRIGATED.
6. THE CONTRACTOR SHALL YERIFY THE EXISTENCE AND LOCATION OF ALL UTILITIES BEFORE COMHENCING WORK. NOTICE OF PROPOSED WORK SHALL BE GIVEN TO THE FOLLOWING AGENCIES:
UNDERGROUND S.A. BH
7. THE SOILS REPORTS SHALL BE PROVIDED AS REQUIRED BY THE CITY OF SOLANA BEACH PRIOR TO ISSUANCE OF A GRADING PE:RHIT B. APPROVAL OF THESE PLANS BY THE CITY ENGINEER ODES NOT AUTHORIZE ANY WORK DR GRADING TD BE PE:RFDRHED UNTIL THE PROPERTY OWNER'S PERHISSION HAS BEEN OBTAINED AND A VALID GRADING PE:RHIT HAS BEEN ISSUED.
H. ALL HAJOR SLOPES SHALL BE ROUNDEO INTO EXISTING TERRAIN TO PRODUCE A CONTOURED TRANSITION FRDH CUT DR FILL SURF ACES TO NATURAL GROUND AND ABUTTING CUT DR FILL SURFACES.
FORTH IN THE THE VAL OF THESE THE PREVENTION OF EXCAVATE ON LAND ADJOINING PUBLIC STEH,
AND
13,SLOPE RATIOS: CUT 2: 1 FILL 2: J CUT: 165 CY FILL: 0 CY EXPORT: 165 CY REHEDIAL GRADING: 0 CY± RE:NDVAL/RECOHPACTION (NOTE: A SEPARATE VALID PE:RHIT HUST EXIST FDR OFFSITE IHPORT OR EXPORT AREAS.) •• THE QUANTITIES ESTIHATED ABOVE ARE FOR PERHIT PURPOSES ONLY AND SHOULD NOT BE USED FOR CONSTRUCTION BIOS. CONTRACTORS ARE RESPONSIBLE FOR THEIR OWN EARTHWORK QUANTITIES.
HAELOGICAL RESOURCES ARE DISCOYEREO A TIONS. SUCH ITTEE I/ILL NOTIFY OPERATIONS HILL NOT ITTEN AUTHORITY
15. ALL GRADING SHOWN ON THIS PLA UNIT I/ITH NO PROVISION FOR P ANTICIPATED THAT A PORTION SEPARATELY, A SEPARATE PLAN SUBHITTE:D FDR APPROVAL.
AS A SINGULAR 0 IT BE ETED
SHALL BE
16. THE CONTRACTOR SHALL NOTIFY THE CITY OF SOLANA BEACH 858. 720.2470 24 HOURS BEFORE GRADING OPERATIONS BEGIN.
17. AND PLANTING SHALL BE ACCD,fPLISHE:D J, DR IHHEDIATELY UPON CDHPLETION TOBER 1 AND APRIL 1. PRIOR TO ANY BE APPROYED BY THE PLANNING DE:PAR STAGE. OR BY SEPARATE LANDCSAPE: PLAN.
L SLOPES
SLOPES ING, ALL AT THE
18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBHITTED BY THE CONTRACTOR TO THE CITY ENGINEER FDR APPROVAL 72 HOURS PRIOR TO THE BEGINNING OF WORK.
EROSION CONTROL NOTES DISCHARGE CONTROL: BEST HANAGEHENT ND IHPLENENTED TO HANA GE STORH I/A TE:R FRDH THE SITE AT ALL TIHES DURING
2. 3.
LBS/ACRE
20 50
B
6 7
9J
TIES.
BE HITIGA TED BY INSTALLING APE PLANS AS REQUIRED BY THE BY TEHPDRARY EROSION CONTROL NDN-IRRI6J. TED HYDRO SEED HIX WITH A FIBgR HATRJX APPLIED AT 4 000 LB/ACRE:. !( PURITY/ACRE
70!( PLUS
SCARIFIED
50!( PLUS IF.
4. THE TOPS OF ALL SLOPES TALLER THAN 5' SHALL BE DIKED DR TRENCHED TD PRE:YENT I/ATER FLOWING OVER CRESTS OF SLOPES.
5. CATCH BASINS, DE:SIL TING BASINS, AND STORH DRAIN SYSTENS SHALL BE INSTALLED TO THE SATISFACTION OF THE CITY ENGINEER.
6. SAND BAG CHECK DAHS. SILT FENCES, FIBER ROLLS DR OTHER APPROVED BHP'S SHALL BE PLACED IN UNPAYED AREAS WITH GRADIENTS IN EXCESS OF 2%. AS HELL AS AT OR NEAR EVERY POINT WHERE CONCENTRATED FLOH LEAVE THE SITE.
7. SAND BAGS SHALL BE PLACED ON THE UPSTRE:AH SIDE OF ALL DRAINAGE INLETS TO HINIHIZE SILT BUILDUP IN THE INLETS AND PIPES.
B. THE CONTRACTOR SHALL REPAIR ANY ERODED SLOPES AS DIRECTED BY THE OFFICE OF THE CITY ENGINEER,
9. THE CONTRACTOR SHALL SHEEP ROADWAYS AND ENTRANCES TO AND FRDH THE SITE ON A REGULAR BASIS TO KEEP THEN FREE OF SOIL ACCUHULA TION AND AT ALL OTHER TIHES DIRECTED BY THE CITY ENGINEER.
10. THE CTOR SHALL HATER SITE ON A CONTINUOUS BASIS TO HINIHIZE AIR DUST CREATED FRDH GRADING AND HAULING OPERATIONS DR HIND CONDITIONS, AND AT ALL TIHES DIRECTED BY THE CITY
11. IN THE EVENT SILT ODES ENTER THE EXISTING PUBLIC STORH DRAIN SYSTEH. REHOVAL OF THE SILT FRDH THE THE SYSTEH HILL BE DONE AT THE DE:YELOPER'S EXPENSE.
GRAPHIC SCALE 1 "=60'
I 0 60 120 180
EXISTING EASEMENTS PER MAP 16605
<v t."~~.364~~w'r=u~ im
@ H/A. CFF-SITE JJ'FECTOO - LOTS
® ~IS-=~~ ~~la 1975.
(1} H/A. CFF-5ITE JJ'FECTOO - LOTS
® ~Tilll~~ ~ :J,{{!/i,l;r,;fi,oa AS CXX: I ~ O.R. WA 1HlS LOT) LOT 4 425 BELL RANCH ROAD (DRP24-005)
PRELIMINARY GRADINGJ>LAN
KEY MAP SCALE: 1 "-60'
::_
i
-~~-·-·····~ LEGAL DESCRIPTION LOT 4 CF 1W' llJ. 16605 Fil..EIJ IN 11£ CFFJIE CF 11£ a1.N1Y FEaHBI CF SAN OlBlO a1.N1Y. 3/18/24.
A.P.N.
29/l-121-72
OWNER/APPLICANT
9£A Lll!IraJ PNIDERSHlP _, RD/ 00,lll 9JITE a,o SAN D CA 92121 700-7
TOPOGRAPHIC SURVEY
ND IWlJ SHJT 2016'. 2017 &
SUITER & JSfa:.
ZONING INFORMATION fBEllll.. Fl.AN -TI!lt Lk 1'1NJJUj PJICB. 5I2E 14,000 SF SITE ADDRESS ,e; EELL FWD/ ffJNJ
50..4'<4 BEAat CA !la115
LOT INFORMATION LOT 4 CF rxEJN FWD/ ESTATfS 14.0!i3 SF (0.32 I.CJ IRlSMET PARKING INFORMATION FEWIJm2
PRl'W3l 3 IN ATTAIJ-ED fWIAlE
REFERENCE DRAWINGS 1W' 1749 FH:Jal
sa'lR-391
CG-31BJ
1W' 16605
1£I&ff: F!:R al£ 17 20Jm.S
F1U(( YNlJ IF'rSB): 25' FEAR YNlJ OlY!& 25' Sllml SllE YNlJ 15)$' 10' IN1ERia/ SlIE YNlJ ISl$' 10' EARTHWORK QUANTmES:
It GRAD1l,G ASSOCIATED III1H PrnECT: 165 CY WT iSTIJMjA!Bl BASIN DX:AVATI!l'O & 0 CY F1I.L X: D!:AVATilll FC11 FOOTJ16S: a,o CY±
Y: /elrJVAI../FEfXHW;TJ;r,/ FC11 aAB5: 0 CY±
Z: 1VTAL 6™DJIS: 315 CY
• EAFl1Hl(B( WINTITIES NE ESTDMTED FC11 F€Jf'1T R.ff'O!£S CN.Y ND FEFl'EEENT ctH'ACTED (IN fl.A£S Ill.LIES IN. Y. Tl£SE VALLES NE CAUU.ATED ON A 7IEl:J£T1CAL BASIS. AC11ML WINTITIES Ho\Y VARY llE 1V £B5B1\m 91/IH<ASE ND/m 5IEll FACTOOS.
IMPERVIOUS AREA TABULATION 1VTAL EXI5T1IG IJf'£frf.CDJ5 N£A Cll-5.ITe O SF lVTAL FHJ'!J5ED Dfflll'J!lS N£A Cll-5.ITe a685 SF l£T IJaE).f!£ IN IJf'£frf.CDJ5 - a685 SF
WORK TO BE DONE THE IHPROYENENTS CONSIST OF THE FOLLOHING WORK TO BE DONE ACCORDING TO THESE PLANS AND THE LA TEST EDITIONS OF:
STANDARD DRAWINGS
(1) SAN DIEGO REGIONAL STANDARD ORAHINGS (2) STATE OF CALIFORNIA, DEPARTMENT OF TRANSPDRTA TION STANDARD PLANS LEGEND
Helt' DESCRIPTION
S!HJIVISION 8Cl.HlARY
LOT LOE
ABBREVIATIONS )l}JA[B(T ffO'ERTY 1.1}£
fflPOSBJ SEJB4!l(S
CENIElLJ/E CF RIGHT-!l'-1/AY
FOi
AC
-filt'IIFG
a.
cw
EG
El.
EX
F5
F6
FYSB
FL
IP
IE
LF
HA)(
HIN
OC8t
R.
FRF
AB
PVT
RIH
RY$
ro
!lFl5D
SF
ss
5l'5B
TB
TC
IF
TG
TPFT
Tit'
1111/FG
TYP
ASR-14LTIXH1£TE
AffRlXZN41E
BOTT/14 CF Jt'Al.L AT FIJIISH GRAlE CENTER 1.1}£
IXJESTIC WATER EXI5T116 GRAlE ~TICII
FL(J(.DE
HIEH FOII/T IJNEHT El.EVATilll LDEAR FEET HAXD«M
Hl}/DUf
ON CENTER EJ.ai WAY ffO'ERTY 1.1}£
fflPOSBJ
PIB..IC
FRIVATE
RD/ El.EVATI1'1 FEAR YJFIJ EETBACK ST1FHCRAIN
SAIi Dlm1 FEGI/IIAL 5TAN:Wl1 C1lAJII/E !!11.JNE FEET SA/ITTARY SEIER SIIE YNlJ EETBACK TlF CF l'ERI TlF CF aR3 TlFCFFE/a.
TlF CF GRATE TlF CF FCX!1Il6 TlF CF Jt'Al.L TlF CF Jt'Al.L AT FINISH GRAlE TYPICAL UTILITY NOTE:
EXISTOO SPOT El.EVATilll
EXI5T116 C1llTWl
EXISTOO WATER HAIN
EXI5T116 SEIER Ho\IN
EXI5T116 /RJT El.EVATI1'1
fflPOSBJ /RJT El.EVATICII
fflPOSBJ C1llTWl
F!U'OSED l1Jll.D1)G FOOTPRINT
/F5 XXXJOO
F5 xxx.xx
--187---
----- PVC ~ PIPE (SIZE PER FUIQ --------------·
~ DIFECTION
~DITDI c::==>c::==> PCC PAV116
BI!JEID/TI!N 8.151N
SITE Jt'Al.J. PER 07fERS
3" HIMS am.E RIP-fW'
FEICE.R F!:R UJaiCJl'E
LIHIT CF PAD
B" PVC SEIER Ho\IN PER CG-3181
6" WATER Ho\IN PER CG-31B1
J" PVC WATER SERVII:E PER CG-3181
1" PVC FIFE SERVII:E PER CG-3181
4• SEIER LAmlAL PER CG-3181
flJ..J..ED aR3 F!:R CG-31BJ
00 5llEl4I.K PER CG-3181
aH1£TE F!:R CG-3181
fET)J}/J}l; Jt'Al.L
L1HIT CF GlADOO
PVT FCFCE SEIER PER 011ER5
PVT SEIER FUf' PER 071£RS
f·-:,.--.,,,_.~:-::·.·:'"\I
I>" .• /-.•":-1
UT1UT1E5 NE - ro EXIST IN 11£ NEA. 11£ aN1RACTC1l IS FEIJJl1£D ro TJXE llE PfB:AUTICPWlY !EA.SUB ro FRJTEz:r ANY EXISTTh6 UTn.ITIES C1l 5T!U'JUES LOCATED AT 11£ MR< SITE. @ !f/!!"31Wf,,.~~ F!:R 1W' 16605 AREA CALCULATIONS (SEE SHEET A.2) FAR CALCULATIONS (SEE SHEET A.3) OWNER'S CERTIFICATE (J; lF£N SPICE EAfBENT F!:R 1W' 16605 !EC. 3/18/24. WA THIS LOT) @ ~r:Blff:1ll: ~~A~i°J]; {;fJI f:n
® rN/f! i:fl~Tr:,: ~3/~/noJJ ro 71£ cm CF 50..4'<4
EASEMENTS TO BE GRANTED
m 1
:=1rf'W'EIEa:=,~ ~ fziilOTS 1'IWG'Bl CF 1ITLE. /SEE LOTS 2 & BJ [ID ~~l~i1=,-~rri/1i£ m.wTED Cll /'E!ERVED
[fl FHJ'!J5ED ffill'Al'E 11f1Ili4TI!11 EAfBENf FC1l 11£ !BEFIT CF LOTS 1 n«XJiH 8 1V IE /iRNITED C1l /'£!ERVED /XlC..ff£NTLY HITH 1'IWG'Bl CF 1ITLE. (SEE LOTS 2 & BJ F1R5T Fl.all FINIS£/J N£A
roTAL FINIS£D N£A
:H:ARTN«N!WIAlE
fXJVEJEIJPIR];
fXJVEJEIJ007lXX11FCXM
lVTAL GA'.lSSNEA
<ll3BSF
<ll3B SF
656 SF 30 SF 446 SF
!l220SF
GA'.JSSLOTNEA
LIVAa.E GA'.lSS N£A
fXJVEJEIJPIR]; -- --- - rB:U:T (200 FT. F!:R 9'AlE
lVTAL GA'.lSS 001LOJ1,G N£A ALl.OWA!I.E
14,0!i3 SF
.(121 SF 30 SF 656 SF
-400 SF
-«07 SF 4.410 SF
"'"°''™N""A""'NO'""Jt'L""''°"''T,J~.°~'Tu~i/tJ:;'l~'WL~ I/ITH HY FULL CONSENT. I FULLY UNOE:RSTAND AND ACCEPT THE CONDITIONS CONTAINED HEREIN AND AS ATTACHED BY REFERENCE ON ING PLAN.
IT IS AGREED THAT FIELD CONDITIONS HAY REQUIRE: CHANGES TO THESE PLANS.
SARAH HORRELL SHEA HOMES LIHITED PARTNERSHIP
DECLARATION OF RESPONSIBLE CHARGE
SHALL HA YE A REGISTERED ADDITIONS TO THESE SSARY AND DESIRABLE I UNDERSTAND THAT THE CHECK OF PROJECT DRAHINGS AND SPECIFICATIONS BY THE CITY OF SOLANA BEACH IS CONFINED TO A RE:VIEJt' ONLY AND ODES NOT RELIEVE HE OF RESPONSIBILITIES FOR PROJECT DES BY:
W. JUSTIN SUITER RCE No. 6B964 EXP 12/31/2025 PASCO LARET SUTIER & ASSOCIATES C<WrrAL COMMISSION PERM/THO.
PASCO LARET SUITER 1 _ 1 _-__ EER_OF_WORK _____ "i:==CIIY=Al'PROVED===CHANGES====tN'Pll=:t:I °"=lc~R.::;E~CO:::;::M:,M:,::E:.:,ND:;::ED::::::.;F~O:::,R.:.::AP::..:..P:.:,RO:::,~:::AL:::_,1..:AP:_:P_:_R:,::O:_:VE:::D:::..:.:FO:;::R.:_CO=N:.::STR~.:::,UCTl::::.::O::::N:.:.-i==~BENCH MARK CITY OF SOLANA BEACH PRfl.IHIHARY GRADING PLAN FOR:
DRAWING NO.
-----&ASSOCIATES
BlnOIIIQo I En:tilM I 0fwiQICourtr Phonl;EUSt.llit12 I-~ LOT 4 OCEAN RANCH ESTATES
425 BELL RANCH ROAD
DRP24-005
SHEET1 OF2
j
«>««"«!« ««-x>~~, ~,--,
•• ! ••• "--. S2, PVC si F"1l SJGR-311
·• e·~ ss l"1l a;.3~] 1
~ ~ RANGH ~ PER CG-31~1
- ¥ 'JJ
[ ~ & ;;;-------SEIER If/ l5l 00-3181
~/81 YlrrlfflkA11
-r-----V, i ½ yi w-----·li·--"-'--'1-----
:_,~_,
l
___ Ii
L'------~ /TC11!1.il/ ,p-A F / ~
-1~>~ ....... .
a=. .. R rs ,sis
GARAGE
---/-
LOT 4 425 BELL RANCH ROAD (DRP24-005)
PRELIMINARY GRADING PLAN
EE!.L RA/CH Fl)
1"1l 00-3l81
ID(
I
I
J?!i ,, ✓~
=o=f'~~oo~::m:.3m1: •
fl.
SECTION A-A lllT rorr:JLE
fl.
I
2' HAX
~ , c 711193.95
I
I
I
I 'iJ ~Pf:: ~-lt-'--'-4--l.iCl..l.l
LOT 31 fl.
(1l!l5 l!l3El)
BHIIFGd!/2.0· • Ill l 1B
GRAPHIC SCALE
-----0 10
w~I
r---->a»HSPWTI u
I
I
I
1··=10·
'
LOH
PROPOSED RESIDENCE
425 BEU. RANCH RD
Ff 182.67 PAD 192.0
PRELIMINARY GRADING PLAN s:AL..E:1--10·
6' HAX aJe1JED EXPOSED HT
20 30 ENGINEER OF WORK
PASCO LARET SUITER -----&ASSOClATES
San Dllga I En:Wllil I 0rslQ(II Cc:urq,
Phcne&..29i.t:21l I-~
Cl1Y AP!'ROVEll CHANGES
SEWER PUMP NOTES: SBER fUf' !E1lli'/ TD EE PFlJYl1BJ AT w,srru:rn:w rJlAN1H3 FIWE CF FFO.B:T.
A ll1.D HAIK£$ mEEl£HT lllll EE IE/lVII£D IHJ A BAD<FUM FfEIElllER Cl/ 11£ LAIE1W. JS TD EE IX16TTU:TED.
Cff>24-004.
SECTIONB-8 IDT 1Drr:JLE
fl.
N'PFlJX. L11E CF EX. GIWE
0,4" LOI FUJII C111FJIE /a.E l1lll..LBl INTO IES7llll:1m fl.ATE. PEIF. PIFE l£nCR< 1D fill£ CH.Y I FUI/ff CF a:HECTICII 1D A OOX VLI C111FJIE • B:rrR:TEHTICII 'BilJJEBED sin.• LAYER SH4U. EE HINDU/ JB" CEEP "SIJlJY LOI/I" sin. H1X HITH IIJ /0£ l1Wl 5X a.AY ctMFNT. 11£ H1X SH4U. WITAIN 65r SWl 151 CDf'OST CJl IWDIIXRJ ,um IHJ all' llJ'Sllll.. FrEE CF STtl'ES S1lJlf'S inm. CJl SOOUR ~ IHJ ALS1 FrEE rF IDXIW, lere.
H 314• CRS£D FlJO< LAYER SH4U. EE A HINDU/ rF S2" M l«Y EE CEEre£D TD N1£A5E 11£ IJFll.TRATICII IHJ STCJl4GE ABJUTY rF Tl£ !ETAll.
BIORETENTION BASIN DETAIL IIJT1Drr:JLE
TYPICAU. WAU. CALI.OUTS llJTTDrr:JJ.E
C™STAL COMMIS8/0N PERMITNO.
N'Pll DATE RECOMMENDEDFORAPPROVAI. APPROVED FOR CONSTRUCTION BENCH MARK CITY OF SOLANA BEACH DRAWING NO.
PRELIHIHARY GRADING PLAN FDR:
LOT 4 OCEAN RANCH ESTATES
425 BELL RANCH ROAD
DRP24-005
SHEEr20F2
V'IATER CONSERVATION PLAN LE6END
SYMBOL ZONE DESCRIPTION
BELL RANCH RD.
I
I
_...J
~
LOT 4
C
STREET TREES/ LOf'i f'iATER LISE
sueBLER IRRIGATION
AREA
50 5.F. 4% Water Conservation Plan 6IOFIL TRATION 6A51NS / 1.220 S.F. qe,% LOf'i f'iATER LISE / DRIP IRRl6ATION
NO RECYCLED riATER USE PROPOSED. THE SITE SHALL HAVE
A DEDICATED POTABLE YiATER SUB-METER FOR HOMEOV'{NER
LAND5CAPE
ESTIMATED TOTAL WATER USE (ETWU) WORKSHEET
1he proJcct's btimated Total Water Use i~ cakulme<l usmg the follov.mg formula E1Wl' ~ (ETo}{0 6~)[(Pt X ll;\) • ,rr:i 1 SL\\]
rnve ~ \b=un1 AppXd Water A2-0",;.ancc m p.1lloo~ fX'.1 }car rTo
l'f
H.\
SLA
CITY OF SOLANA BEACH ESTIMATED TOTAL WATER USE (ETWU) WORKSHEET 41 Ofoi{Line1xline2)
:{l!l106/ltt7)
Line Hydrozone Nurrt>er (1·4 Below·• use as ireny tables as necessary I to c0fll}1ete au hydrozones) 2 03 03
50 1,220
15 366
075 081
20 452
10 •• Planl Fa,:-t,,r(llater l\e)-from
IIVCOIS
Select btrn:d (/fl typ<' of pl,u:n in hydm:;me:
O\-\U\-\cr,Uw,\\aicrl
LW-L,:m\l,akrl
C>o-M\\ -\lo&..,rak\\Mert ~ei'I.J.m,
I (1 I!\\ -!1,sh\\mcrtr,t Pbnt,
SlA
41 0.62
2542
472
11,994
,Adi1Tcrcr:1ILmayr>t'u-',CCift_'flP(lf!etl
)b; docuriv.:ntaum ~ur,,ect to approval h
'theft., Pclr.ner
\IAXI\IDI APPI.IF.D WA TF.R APPIJCA TIO'\ ( \IA WA) ca kula 1;00 [T.\F E\<qxmampmmon&!Ju.,tmcnt factor !ttsc 55 r.:,1ds:nt1al. 45 mm-r.:~Hknoal 31682 [(ETAfx f. ll-ETAFix
l ota! Ltmdscapc Arc.1
17,756
lota! SL\
i'IAJ:ER CONSERVATION NOTES I. ALL IRRl6ATION SHALL INCLUDE EFFECTIVE AND EFFICIENT f'iA TERIN6 METHODS UTILIZIN6 HUNTER MP
ROTATOR LOri-FLOY'i IRRIGATION HEADS AND IN-LINE
DRIP TU61N6.
2. ALL IRRl5ATION CONTROLLERS SHALL HAVE AUTOHATIC
RAIN SHUT-OFF 5EN50RS.
S. ALL PLANT HA TERI AL UTILIZED 15 CLASSIFIED AS 'LOf'i OR HODERA TE f'iA TER LISE' 6'!' f'iUCOLS /f'iA TER LISE CLASSIFICATION OF LAND5CAPE SPECIES).
4. !00% OF THE LAND5CAPED AREA 15 PLANTING ZONE 5,
NATURALIZIN6/TRAN51TIONAL.
5. ALL PLANTIN6 AREAS SHALL RECEIVE RE6ULAR
HAINTENANCE AND HANA6EMENT DES16NED TO HAXIHIZE
HEAL TH'!' 6ROf'iTH
b. ALL PLANTING AREAS SHAL.L RECEIVE COHPLETE AND
APPROPRIATE SOIL PREPARATION.
7. ONL.Y LOH VOLUME OR SUBSURFACE IRRIGATION SHALL
BE LISED TO IRR16ATE ANY VE6ETATION f'i!THIN 24" OF
AN IHPERMEA6LE SURFACE.
e. PLANTIN6 AREAS SHADED 6'!' 6UILDIN6S SHALL 6E
AHENDED TO IHFROVE DRAINA6E AND AVOID
REMAINING veT SETY'i!::EN IRRIGATION C.YGL.ES.
BELL RANCH RD. D.G. Walk(typ.) '<'===============-====
Concrete Driveway
Proposed ROWUne
I
I
_...J
Q11111111
LOT 4
.I
Property line
Wood Yard Fence
and Gate (typ.).
See elevation below
Bio-Filtration (typ.)
per civil engineer's
plans
Landscape Concept Plan
LANDSCAPE AND SLOPE EROSION CONTROL NOTES·
I. ALL SLOPES /4d OR STEEPER) f'i!LL 6E PROVIDED f'i!TH REINFORCED STRAf'i HATS /5C 150 HANUFACTURED B'!'
NORTH At-1ER[CAN GREEN, !-eoo-419-['165, OR CITY
APPROVED EQUAL).
2. ALL LAND5CAPED AREAS, INCLUDIN6 SLOPES /4,1 OR
STEEPER) THAT ARE GRADED OR D!STUReeD AS PART OF
THIS PROJECT f'i!LL 6E FROVIDED f'ilTH PERHANENT
IRR16ATION TO HEET CIT'!' REQUIREHENTS.
S. NO OVERHEAD IRRl6ATION SHALL 6E INSTALLED HITHIN
24" OF ANY NON-PERHEA6LE SURFACE
4. TREES ARE PROHl6!TED i"llTHlN !O' OF ANY DRIVEWAY
5. PLANT HATERIALS OVER BO" HT. OR f'ilTHOUT AN e• HINIHUH CLEARANCE ARE PROHIBITED f'ilTHIN STREET INTERSECTION 516HT TRIAN6LE5.
6. AREAS SHALLOf'iER THAN S,1 SHALL RECEIVE S INCHES
OF SARK HULCH. BIO-FILTRATION 6ASl1'~ SHALL NOT
RECEIVE SARK t-'IJLCH. A HINIHUH :3" LA'!'ER OF HULCH
SHALL 6E APPLIED ON ALL EXPOSED 50IL SURFACES OF
PLANTIN6 AREAS EXCEPT TURF AREAS, CREEPIN6 OR
ROOTIN6 6ROUND COVERS, OR DIRECT 5EEDIN6
APPLICATIONS l"IHERE l'-1ULCH !5 CONTRAINDICATED.
PRIVATE STREET TREES SHALL RECEIVE A 40 S.F. MIN
AREA OF BARK MULCH.
1. ALL SLOPES 4,1 OR 6REATER HL/ST MEET THE FOLLOf'ilN6 REQUIREMENTS. THIS APPLIES TO ALL SLOPES EVEN
THOSE NOT 5HOriN ON THE PLANS:
A. ALL GRADED SLOPES t--'.UST SE PERHANENTL Y
IRRIGATED ~1TH A CENTRALLY CONTROLLED SYSTEH
Y'-l!TH NO OVER SPRAY.
B. 6ROUND COVERS HL/ST 6E PLANTED FROH LINERS OR
FLATS AT 12" O.C. OR ! 6'ALLONS AT !e~ O.C.
C. FROVIDE I ONE 6ALLON 5HRU6 FOR EACH 100 5F OF
SL.OPE AND ! FIVE GALLON 5HRIJB FOR EVERY 200
SF OF SLOPE.
D. PROVIDE TREES ON ALL SLOPES AT A RATE OF ONE
15 6ALLON TREE PER 500 SF OF SLOPE ON ALL
SLOPES 5' OR GREATER VERTICAL HEIGHT. ON ALL
SLOPES 8' OR GREATER VERTICAL HEIGHT, PROVIDE
ON 15 GALLON TREE PER 500 SF OR SLOPE PL.IJ5 ONE
5 GAL.LON TREE PER EACH !,OOOSF OF SLOPE.
E. REINFORCED STRAf'i HATS /5C 150 HANUFACTURED 6'!'
NORTH At-1ER!CAN GREEN !-800-479-IC!65 OR CITY
APPROVED) HU5T BE INSTALLED ON ALL Sl-OPES 3d
OR GREATER.
B. TREE ROOT 6ARRIER5 SHALL 6E INSTALLED f'iHERE
TREES ARE PLACED ri!TH!N 5 FEET PAVED SUR.FACES
!KPROVEMENTS INCLUD!NS l-"1ALKS, C.UR65, OR STREET
PAVEMENT ROOT BARRIERS Y',!LL NOT SE V'RAPPED
AROUND THE ROOT BALL. ROOT 6ARR!ERS SHALL SE
'BIO-BARRIER. ALL STREET TREES SHALL RECEIVE ROOT
BARRIERS.
'i. FRONT AND REAR YARD LANDSC.AP!NS SHALL e::.
INSTALLED SY PRIVATE HOMEOY'i'U:R.
Planting Legend HATURE f'iUCOLS
S'!'HBOL BOTANICAL NAHE COHHON NAHE HEl6HT ZONE B
TREES
~. STREET TREE {PRIVATE) - .24" BOX SIZE
~" LAURUS N061LIS 5f'IEET 6A'!' 40' MAX. L
BASIN BIQ-FILJRATIQN GROUND CQY'ER - (I 6AL AT 18:~ Q.C) CAREX TUHULICOLA FOOTHILL 5ED6E L
MINIMUM TREE SEPARATION
DISTANCE HINIHUH DISTANCE
IHPROVEMENT TO STREET TREE
TRAFFIC 516NAL, STOP Sl6N 20 FEET
UNDER6ROUND UTILIT'!' LINES 10 FEET FROH C.L.
A60VE 6ROUND UTILIT'!' STRUCTURES e FEET
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I am fam1har with and agree to comply w1th the requirements for landscape improvements as descnbed in City of Solana Beach Ordmance 467 • Water Efftctent Landscape Regulations, Sec 17 56 SSMC and the Landscape Manual This plan has been prepared in compliance with those regulations I certify that the plan implements the regulations to provide efficient landscape water use Applicant
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COVER SHEET
GENERAL SITE PLAN
GENERAL GRADING NOTES
PRELIM. GRADING
/ SITE PLAN,
DETAILS 4 SECTIONS
LANDSCAPE PLANS
FLOOR PLAN
FAR CALCULATIONS
ROOF PLAN
BUILDING SECTIONS
BUILDING ELEVATIONS
BUILDING ELEVATIONS
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DRP24-005
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OVERALL SITE PLAN
OWNER/APPLICANT
9£A LDllT8l PNmGEHJP 9990 004D. 9JITE200 SN/ CA 92/21 160- A.P.N.
SITE ADDRESS ,01-<15 BEll IWOi llJNJ ~ EEml CA 92D75
ZONING INFORMATION
- FUii lliSIEN411Ctt !.ft; laN1M.H PNm.. SIZE: 1,(000 SF IEI9fT: PER all' 17 20.fm.6 FIUITYmJ iF1'SllJ: z;• IEARYmJ (R)Sat z;• STfE3J SJIE YmJ ISY$J: .ID' 1NTERir1l 51IE YmJ ISY$J: .fD, P!EUC llJNJ INJ UT1U1Y DRtll9BITS R£VlllS'..Y Affml£D INJ 90II lfl£[1I Fl1l l'EFEJBCE. !!EE a«iS CG-3!81 INJ sml-391. 00 ~,..:::,,,~ S'UT /Wf/IED PER TH 17-15-15.
APN 298-/21-26 ™5 IHN PEllYllXS.Y Affml£lJ PER !JP22-025 INJ lS 90II lfl£[1I Fl1l l'EFEJBCE rN..Y.
PREPARED BY:
PASCO LARET SUITER & ASSOCIATES Bin Dllgo I Et1c:N11a I 0l'w9I ~ F'h::nalS!.2S.IZ'l21-~
9/17/2024 Pt.SA 1877
GENERAL NOTES 1. APPROVAL OF THIS GRADING PLAN DOES NOT CONSTITUTE APPROVAL OF VERTICAL DR HORIZONTAL ALIGNHENT OF ANY PRIVATE ROAD SHOHN HEREIN FDR PUBLIC ROAD PURPOSES. 2. FINAL APPROVAL OF THESE GRADING PLAHS IS SUBJECT TD FINAL APPROVAL OF THE ASSOCIATED INPROVEHEHT PLAHS HHERE APPLICABLE. FINAL CURB GRADE ELEVATIONS HAY REQUIRE CHAHGES IN THESE PLAHS.
LOT 5 433 BELL RANCH ROAD (DRP24-006)
PRELIMINARY GRADING-PLAN
WORK TO BE DONE THE INPROVEHENTS CONSIST OF THE FDLLDHING ~ TD BE DDHE ACCORDING TO THESE PLAHS AHO THE LA TEST EDITIONS OF:
STANDARD SPECIFICATIONS
3. IHPDRT HATERIALS SHALL BE LEGALLY DGTAIHED. 4. A SEPARATE PERHIT FROH THE CITY ENGINEER HILL GE REQUIRED FDR ANY H- IN THE PUBLIC RIGHT-OF-HAY.
5. ALL SLOPES DYER THREE (3) FEET IN HEIGHT SHALL BE LANDSCAPED ANO IRRIGATED.
G. THE CDHTRACTDR SHALL VERIFY THE EXISTEHCf. AND LOCATION OF ALL UTILITIES BEFORE CDNIENCING ~- NOTICE OF PRDPDSED H- SHALL BE GIVEN TD THE FDLLDHING AGENCIES:
UHDERGRDUHD S. A. 811
7. THE SOILS REPORTS SHALL BE PROVIDED AS REGUIRED BY THE CITY OF SOLANA BEACH PRIOR TD ISSUANCE OF A GRADING PERHIT B. APPROVAL OF THESE PLAHS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY ~ DR GRADING TO GE PERFORMED IJHTIL THE PROPERTY OHNER 'S PERHISSIDH HAS BEEN OBTAINED AND A VALID GRADING PERHIT HAS BEEN ISSUED.
9. THE CITY ENG THE BUI TD GE GRA
EXPA
o.m.
VING
11. ALL HAJOR SLOPES SHALL BE ROIJHDEO INTD EXISTING TERRAIN TD PRODUCE A CONTOURED TRAHSITIDH FROH CUT OR FILL SURFACES TD NATURAL GROIJHO AND ABUTTING CUT DR FILL SURFACES.
13.SLDPE RATIOS: CUT 2: 1 FILL 2: 1 CUT: 200 CY FILL: 0 CY EXPORT: 200 CY REHEOIAL GRADING: 0 CY± REHOVAL/RECOHPACTIDH (NOTE: A SEPARATE VALID PERHIT HUST EXIST FDR OFFSITE IHPDRT OR EXPORT AREAS.) •• THE QUANTITIES ESTIHATED ABOVE ARE FDR PERHIT PURPOSES DHLY AND SHOULD NOT BE USED FDR CONSTRUCTION BIDS. CDHTRACTDRS ARE RESPONSIBLE FOR THEIR DHN EARTHHORK QUAI/TITIES.
ANTICIPA
SEPARATELY,
ITIONS: IF ANY
SUBHITTED FOR APPROVAL.
16. THE CONTRACTOR SHALL NOTIFY THE CITY OF SOLANA BEACH 858. 720.2470 24 HOURS BEFORE GRADING OPERATIONS BEGIN.
HD PL SHALL BE ACCDW'LISHED DH ALL SLOPES TEL Y UPDH CDW'LE:TIDH OF ANY SLOPES PRIL 1. PRIOR TD ANY PLANTING, ALL BY THE PLANNING DEPARTHENT AT THE OR BY SEPARATE LANDCSAPE PLAN.
18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBHITTEO BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL 72 HOURS PRIOR TD THE BEGINNING OF~.
ETIDH OF THE ~ IJHDER THE GRADING PERHIT, BUT L GRADING APPROVAL AND/DR FINAL RELEASE OF SECURITY, TE SHALL BE PROVIDED STATING: "THE GRADING HAS BEEN PERFORHED IN SUBSTANTIAL PPROVEO GRADING PLAN OR AS SHOHN DH THE PLAN", THIS STATEHEHT SHALL BE FDLLOIIEO BY THE OF THE CIVIL ENGINEER HHO CERTIFIES SUCH A
20. THE CONTRACTOR SHALL DESIGN. CONSTRUCT. AND HAINTAIN ALL SAFETY DEVICES INCLUDING SHORING. AND SHALL BE RESPONSIBLE FOR CDHFORHING TD ALL LOCAL. STATE. AND FEDERAL SAFETY AND HEALTH STANDARDS. LAHS AND REGULATIONS.
EROSION CONTROL NOTES 1.
3. AND NDH-STORH HATER DISCHARGE CONTROL: BEST HANAGEHENT L BE DEVELOPED AND IHPLEHENTED TD HANAGE STORH HATER HATER DISCHARGES FROH THE SITE AT ALL TIHES DURING GRADING ACTIVITIES.
T CDHTRDL: EROSION PREVENTION SHALL GE T IHPDRTANT HEASURE FOR KEEPING SEOIHENT DH IDH AND GRADING ACTIVITIES. SEDIHEHT CONTROLS AS A SUPPLEHENT TD EROSION PREVENTION FOR KEE:PING TE.
LL BE HITIGATE:D BY INSTALLING LANDSCAPE PLANS AS REQUIRED BY THE , DR BY TEHPDRARY EROSION CONTROL NOH-IRRIGATED HYDROSEED HIX HITH A FIBER HATRIX APPLIE:O AT 4 000 LB/ACRE.
LBS/ACRE S PURITY/ACRE
20 70S PLUS 50
B
6 SCARIFIE:O 7 50S PLUS
91 4. THE TDPS OF ALL SLOPES TALLER THAN 5' SHALL BE DIKED OR TRENCHED TD PREVENT HATER FLDHING OVER CRESTS OF SLOPES.
5. CATCH BASINS, DESIL TING BASINS, AND STORH DRAIN SYSTl:HS SHALL BE IHSTALLE:O TD THE SATISFACTION OF THE CITY ENGINEER.
6. SAND BAG CHECK OAHS. SILT FENCES. FIBER ROLLS OR OTHER APPROVED BHP'S SHALL BE PLACE:D IN IJHPAVED AREAS HITH GRADIENTS IN EXCESS OF 2S. AS HELL AS AT OR HEAR /:VERY POINT HHERE COHCE:HTRA TED FLDH LE:A VE THE SITE.
7. SAND BAGS SHALL BE PLACED DH THE UPSTREAH SIDE OF ALL DRAINAGE INLETS TD HINIHIZE: SILT BUILDUP IN THE IHLE:TS AND PIPES.
8. THE CDHTRACTDR SHALL Rl:PAIR ANY ERODED SLOPES AS DIRECTED BY THE OFFICE OF THE CITY ENGINEER.
9. THE CDHTRACTDR SHALL SIIEEP ROADHA YS AND ENTRANCES TD AND FROH THE SITE DH A REGULAR BASIS TD KEEP THEH FREE OF SDIL ACCUHULA TIDH AND AT ALL OTHER TIHES DIRECTED BY THE CITY ENGINEER.
DR SHALL HATER SITE DH A CDHTIHUDUS BASIS TD HINIHIZE: T CREA TEO FROH GRADING AND HAULING OPERA TIDHS DR HD CONDITIONS, AND AT ALL TIHES DIRECTED BY THE CITY
11. IN THE EVENT SILT DOES EHTE:R THE EXISTING PUBLIC STORH DRAIN SYSTEH. REHOVAL OF THE SILT FROH THE THE SYSTl:H HILL BE DDHE AT THE DEVELOPER"S EXPENSE.
PASCO LARET SUITER
GRAPHIC SCALE l "=60'
0 60 120 180
EXISTING EASEMENTS PER MAP 16605
(l> 2' HILE !m&E EASBEHT, /EC. llM3ffR 24. 1lll. BK, 1668. P. 364 IF rem, (JI/A 1H1S LOT) @ II/A. lff--5ITE IFFECl1}E; IEJ1ifflll11,6 LOTS
®~75-=~~fJ,19.19"lS.
(!> II/A. lff--5ITE IFFECl1}E; IEJ1ifflll11,6 LOTS
@ ~rnw~~~ :f,t:IJ:i-";f.E2023, AS OOC I ~ OR, (JI/A 1H1S LOT) @ ~3/~.lE/DfW/isEfff/f"' PER HAP lli605
(!; fPEN SPN:.E EASBEHT PER HAP lli605 /EC, 3/18/24. WA 1H1S LOT! ® ~=~~~ ~~A~l°,M gJI f%n
@, STFEET C£D!CATI(11 IF BEU. FWCH Fl1AD TO 11£ CITY IF SCUN4 BEAai PER HAP lli605 FEC. 3/ 18/24.
EASEMENTS TO BE GRANTED
~ 7~llJIVJ1EIE~~~fn\-,015
1'1W6ER (F TITI.E. (!H L015 2 & BJ
[ID ~~.ltl~~lrc,l~r&.~ - al FeENED
[fl FflRXiEIJ ffiIVATE l!JUS47l!W EASBEHT Fl1l 11£ /BEFIT IF L015 1 n-mAlH 8 TO IE mN{TE[J al FeENE/J c:tHlRElfll.Y HITI/ 1'1W6ER IF TITI.E. (!H LOTS 2 & BJ -----&ASSOCIATES
s.,o.go I fn:hllll I c,,..igec-.ourcrPhoM!l6Ufll.12121-~ ~ By:--~~=~==°""'' Dntwn ay Name: W JJSTJN SUITER R.C.E. 68964 Elrp: !2L3lL2S r_=-i
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LEGAL DESCRIPTION
(1) CIFICATIDHS FOR PUBLIC ~S CONSTRUCTION THE REGIONAL SUPPLEHENTAL AHEHDHENTS. (2) DEPARTHENT OF TRAHSPDRTATIDH "HAHUAL OF TRAFFIC FDR CONSTRUCTION AND HAINTENAHCE W- ZONES" (3) CALIFORNIA, DEPARTHENT OF TRANSPDRTATIDH STANDARD TIONS
STANDARD DRAWINGS
(1) SAN DIEGO REGIONAL STANDARD DRAWINGS (2) STATE OF CALIFORNIA, DEPARTHENT OF TRANSPDRTATIDH STANDARD PLAHS LEGEND
IIDI DESCRIPTION
SlH)IVJSI()lfDNJARY
LDT LJ1£ LDT 5 (F HAP ID. lli605 F1J.ED 111 11£ CFFiai IF 11£ III.MY fEIXRER IF SAIi DIEGO a»m'. 3/18/24. ABBREVIATIONS ADJAa!HT PflPfRTY LDE FflPOSE/l .!clBAD(S
CENmLJ/E IF RififT-<F-ltlY
AP.N. SITE ADDRESS 298-121-13 '33 BEU. FWCH Fl1AD sa.AHA BEAai CA SE!Ji5 OWNER/APPLICANT LOT INFORMATION 9EA lfHiS LIHITED PJRTIEIBm' LDT 5 IF a:EJJ/ FWCH ESTATES 9900 IESA R1H ltwl 9JITE 200 1,(005 SF (0.32 AC) l!FmSl'Ef SAIi DJEQl CA 92121 lal-715-158,f TOPOGRAPHIC SURVEY PARKING INFORMATION NEJHAJIJSH'.JT FElll11En2 2016. 2017 & ffi'.FllSal 3 111 ATTAOED G4ll46E StlI1ER & A!BX.
ZONING INFORMATION GBERAL/Ulla:s.Ir,N4TI!J</k
HJHDUI Pm:B.. SIZE: 1.(000 SF
REFERENCE DRAWINGS HAP 17'9 Ff/3J30
SEm-391
CG-3181
HAP lli605
/ElfHT: PER aD: 17 .20.D30.G
FIUffYW tFl'S!lJ: 25' FEAR YW umaJ: 25' S11HDSIIF:YW JO' lH1ERl!Jl51LEi 10' EARTHWORK QUANTmES:
It f1WJ1}I; A!BXIATED tmH PfnECT: 200 CY CUT (STaNIAJER 8A5111 sa:AVATitll) & 0 CY FILL X: El(C4VATll11 Fl1l FOOTNS: 200 CY±
~ IB«WAL/1Ell'.H'ACTI(11 Fl1l s.ABS: 0 CY±
l: TOTAL GllOlHl: «lO CY
N£ ESTJHATED Fl1l F!iRIIT FURlSES COlf'ACTED /1H FUt:EJ ln.l.lES ctLY. CALJlUTBl ON A 7l£lFETll:AL BASJS. 114Y VARY /lE TO lEISSM'D !HIIHW£ IMPERVIOUS AREA TABULATION TOTAL EXISTIH; 1Jff'FNIWS NF.A C1l-5ITE: 0 SF TOTAL FflRXiED I/ffFNI<JJS NF.A C11-SITE: 61)27 SF /ET DO£ASE 111 1Jff'FNIWS N£A: 61)27 SF
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UTll.ITJES N£ - ro EXIST 111 11£ NF.A. 11£ CC1flRACTl1? JS FEOOIFEO TO TMIF. /lE PFECAUTil1WlY IEASUES TO FrolEI:T Im EXISTIH; 1/Tn.mES al S7ll.C11JES LOCATED AT 11£ IGl< SITE:.
AREA CALCULATIONS (SEE SHEET A.2) FAR CALCULATIONS (SEE SHEET A.3) OWNER'S CERTIFICATE FIRST Fl.Im F1H1S£/J NF.A TOTAL F1H1S£/J NF.A
3-CARTN£EHG41146E
COlt1E)P(HJt
COlt1EJ oorrxm llXl4
TllTAL GRJ5S N£A
.(<8JSF
,(<81 SF
578 SF 31 SF 610 SF
!1399SF
GRJ55 LDT NF.A
LIVAEU GRJ55 NF.A
COlt1E) P(HJt - NF.A --- - CE1lX:T (200 FT. PER SPAt:E) TOTAL GRJ5S 8Jn.DI/6 NF.A ALLOHA8.E
J,(005 SF
,(005 SF 38 SF 578 SF
--400SF
4,401 SF 4.401 SF
IT IS AGREED THAT FIELD CONDITIONS HAY REQUIRE CHANGES TD THESE PLAHS.
T THE DHHER (DEVELOPER) SHALL HA VE A REGISTERED 5, AL TERA TIONS OR ADDITIONS TO THESE DETERHIHES ARE NECESSARY AND DESIRABLE THE INPROVEHEHTS, DH ANY INPROVEHEHTS SHOHN DH ITY RIGHT-OF-HAY HITHIN GO DAYS OF THE SUCH H- ACTIVELY DH EVERY ED, IRRESPECTIVE AND IHDEPEHDE:HT OF ANY OTHER W- ASSOC IA TEO HITH THIS PROJECT DR IJHDER HY CDHTRDL,
SARAH HORRELL DATE SHEA HONES LIHITED PARTNERSHIP
DECLARATION OF RESPONSIBLE CHARGE
I IJHDERSTAND THAT THE CHECK OF PROJE:CT DRAHINGS AND SPECIFICATIONS BY THE CITY OF SOLANA BEACH IS CONFINED TD A REVIEH DHL Y AND DOES NOT RELIEVE HE OF RESPONSIBILITIES FOR PROJECT DES BY:
H. JUSTIN SUITER RCE" Ho. 68964 EXP 12/31/2025 PASCO LARE:T SUTIER & ASSOC IA TES OOMTAL COMM1SSION PE"RMIT HO.
CITY OF SOLANA BEACH DRAWING NO.
12' N; SJ:, _!913 • /// ·_ 'C<;;jf • RD PER CG-318,lj / •• ,-· ---- 11 /-~ ~•--- r/
'!fJ!/JJs F11E / f / 6" Pl!:: !ilr-'---- ' ! P£R a;-3181 I I 4 P£R a;-3181 •••• ! l l / , l:j: .
l j /; Pl!:: j l • w--.---w-'-----w~
,-
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TG 186.3 ij I IE Jffl.95 !i! I.:;>
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6" Pl'C SJO 0.51'
TG 189.3
186.13
IIAl1./FNE
PBl LOT 4 B#IIFG1895
TG 189.3
IE 18622
....I
LOTS
PROPOSED RESIDENCE
433 Bal RANCH RD
FF190.17
PAD 189.5
PRELIMINARY GRADING PLAN GRAPHIC SCALE '=10' SCALE: 1-.10· I
LOT 5 433 BELL RANCH ROAD (DRP24-006)
PRELIMINARY GRADING PLAN
SEWER PUMP NOTES: SEIER PU4' CESIEN TO EE PffJVlIED AT CXJ,'SJ'/U;Tllll £JlAll1}6 fllA!E CF Ff¥J.£Cf.
A H1D IWH.ESS l6FEBe{T lt1l.1. EE FE1HJJFED ND A BIO(RJM A£\9l1lll CW Tl£ LAIBlAL IS TO EE aNmU:TcD .
EEll FWCH ffJ -I PBl a;-3181
PL
SECTION A-A IIJT TO SCALE
PL
OA" LOH FLO# ClllFitE lilE !JllLJ.BJ lllTO FESTRlC7lll F!.AlE. FBF. PJJ'E tET»:1l( TO HAYE au! POINT CF cwe:rICW TO A BOX VIA C1WitE • BICFEIEH11CW 'fN;IJEEfED SOll. Sill!. HIX HI1H MJ /0£ THAN 5% fl AY rt'NTFJ>tr 15% CDf'05T lfl HAIDlX1l} Hl.Oi Cf! Slllll.AR lliEC1S. ND ALSO ff 3/'" l1UHD A:XX LAl'ER SHALL EE A K1H1HM CF 12• 9./T H<Y EE !EEmED TO JJa£ASE Tl£ DFll.1RATllll ND STlflA!c ABll.ITY CF Tl£ CETAll.
BI0RETENTI0N BASIN DETAIL IIJT TO SCALE
TH lllAINAGE FfR Pf.AN
io
TYPICALL WALL CALLOUTS IIJT 1V SCALE
CCMSTAL COMMISSION PERMIT NO.
0 10 20 30
PASCO LARET SUITER -----&ASSOCIATES
Blrll)ilg() 1 Etailll I ~Coc.ny
Phone !151.251.&l12 I WWW~
i---,...;ENGIN;.;;....;...EER......;.OF_WORK..;... _____ t: 1--=_ =_ =_CtTY::::APPROVED::::::::CHANG::::::es::::::::j:APPO::::j:°"::lE::i~R'.!:;E;:CO~M:!:M!!:E:!.::N:'.D!:ED::..:::.:FO:'.!R:!.;AP::::,::P.,:::R,::;:OV.:.!AL:::_.j..'.:AP:::;P:_:R::_::0::_:VE~D.:,_FO::R:::..::::CO,::;:N:,:::STR::.:.:,:'.::'.U,::;:Cll.:.:.::::0:.:,Nt==-BENCH MARK CITY OF SOLANA BEACH PRtLIHINARY GRADING PLAN FOR:
LOT 5 OCEAN RANCH ESTATES
433 BELL RANCH ROAD
DRAWING NO.
DRP24-006
SHEET20F2
BELL RANCH RD.
I r1
I
r'IA TER CONSERVATION PLAN LEGEND
SYMSOL ZONE DESCRIPTION
STREET TREES/ LOfi HATER USE
aeEJLER IRRIGATION
AREA
50 S.F.
~ 2 B!OFILTRATJON BASINS/ !,IC!'1 S.F.
L:._:__:j LOV'i ),'{ATER LJ5E / DRIP IRRIGATION
NO RECYCLED HATER USE PROPOSED. THE SITE SHALL HAVE
A DEDICATED POTABLE HATER S!J6-METER FOR HOt-1EOY'iNER
LANDSCAPE
4%
Water Conservation Plan
ESTIMATED TOTAL WATER USE (ETWU) WORKSHEET
lllC proJect's E\llmated l(ital \\'ater Use is calculated usmµ the folhmmg fommla ElWt:- (1:--fo){0 62)[{PFX HA) '{!E)-SL:\)]
ETWl Ma'1!mm; AppbedWater Aho•Aancei:1!f1lkru. J)e"f)tll.f no
Pr - l'Lm< rac,rn ,~,. "•'~"""" oclun)
acu~e pb.;
06Z - Conver~:oo foctlf wgab:s p;:r sq.iarc !ro
If' ~Jms:at100Eflicie:-a:} tse.:ereqrnrern:rnsmdiar,)
CITY OF SOLANA BEACH ESTIMATED TOTAL WATER USE (ETWU) WORKSHEET Lme i Hydrozone Nurrt>er {1~4 Belew* use as many tab!es as necessary to COO'cie'e atl hydrozones)
EvUpetranspirnl!cfl Ra:o (Etc)" 41 O for
So!ar\3 Beach
CorwerslOTT Factor• 0 62
!TOTAL aN lt'IC B's+ SLA
llr,e3xline9
0,3
50 15
0.75 20
SLA
41 0.62
2542
0.3 1,197
359
0.81 443
463
iEstimated Tela: \Vater Use· ETIVU
l(ga'«:Spe(),-'ON1= .. ..-.HM.
10 11,TTB
!•rro-[vapotrnn;p:auonrat!.'
i4! tv.e~: of l•"J
,.;p·t,:;Ndl-"-!
~,.. Plant Fnch1r (Hater { w·)-jmm
lfl'COL\"
•l=Watcrt
/Jt,-\1\\ -\1.xk:rat<;\\;l.lcrl scl'ln;b
lo~ ll\\ • !!~,Ji \\au:r l
MAXl.\ll .\1 APPLIED \\ATER APPLICA HO,'\ (.\IA \\A) ralculalion [TAF E\;:potran~p1rauon adJmlmcut li¾:wr ltl\c 55 rcs1dcntial. -45 uon-rcrnknt1al 31 682 !(ETAf x l tl-ETAF) x iJ =
fornl Limdscapc Arca lot:\\ SLA
) Bubbkr-07~
i \.1P R<Y.attn-r,7~
j Dnr&Mt::ro-s;ira,-081 i
' i I A dffncm I! ma; he u.¼.'.d r' ,4-pone.! j
l
b, docurm,ntattc:ir: ~ub;<ect :oappnJ\al h ! !!:,;(a\ PL!tt.'Xf ! ' I MAWA
li,434
l:"\AIER CQN5ERYAIIQN NOTES I. ALL IRRIGATION SHALL INC!..UDE EFFECTIVE AND EFFICIENT fiATERING KETHODS UTILIZING HUNTER KP
ROTATOR LOfi-FLOfi IRRIGATION HEADS AND IN-LINE
DRIP TUSING.
2. ALL IRRIGATION CONTROLLER5 5HALL HAVE AUTOMATIC
RAIN 5HtJT-OFF SENSORS.
S. ALL PLANT MATERIAL UTILIZED 15 CLASSIFIED AS 'LOfi
OR MODERATE fiATER USE' BY l"VCOLS (fiATER USE
CLASSIFICATION OF LANDSCAPE SPECIES).
4. 100% OF THE LANDSCAPED AREA !5 PLANTING ZONE 5,
NATURALIZING/TRANSITIONAL.
5. ALL PLANTING AREAS SHALL RECEIVE REGULAR
MAINTENANCE AND KANAGEKENT DESIGNED TO KAXIKIZE
HEAL THY GROfiTH
b. ALL PLANTING AREAS SHALL RECEIVE COMPLETE AND
APPROPRIATE SOIL PREPARATION.
"1. ONLY LOfi VOLUKE OR SUBSURFACE IRRIGATION SHALL
6E U-::,ED TO IRRIGATE ANY VEGETATION H!THIN 24" OF
AN IMPER.MEASLE 51JRFACE.
e. PLANTING AREAS SHADED BY BIJJLD!NGS SHALL 6E
At-1ENDED TO IMPROVE DRAINAGE AND AVOID
REMAINING V'ET 6ETriEEN IRRIGATION CYCLES.
D. G. Walk (typ.)
Proposed ROW Line
Concrete Driveway
BELL RANCH RD.
Property Line
I rWood Yard Fence
and Gate (typ.).
See elevation below
1 I 810-F,ltra/Jon (typ )
per cwil engmeer's
plans
LOT 5
I I
Landscape Concept Plan
LANP5C:APE ANR SLOPE EROSION CONTROL NOTES• I. ALL SLOPES (4d OR STEEPER) fi!LL 6E FROVIDED fi!TH REINFORCED STRAY'{ MATS (SC !SO HANUFACTVREP BY
NORTH AMERICAN GREEN. I-B00-4"1S-1%S OR CITY
APPROVED EQUAL). •
2. ALL LANDSCAPED AREAS, !NCLUD!N6 SLOPES (4:1 OR
STEEPER) THAT ARE GRADED OR DISTUREED AS PART OF
THIS PROJECT HILL 6E PROVIDED fi!TH PERMANENT
IRRIGATION TO KEET CITY REGUIREKENTS.
3. NO OVERHEAD IRR!iSATION SHALL BE INSTALLED Y'i!THIN
24" OF ANY NON-PERKEABLE SURFACE
4. TREES ARE PROHIBITED fi!THIN 10' OF ANY DRIVEfiAY
5. PLANT MATERIALS OVER SO" HT. OR fi!THOVT AN e,•
KINIKUK CLEARANCE ARE FROH!BITED fi!THIN STREET
INTERSECTION Sli:SHT TRIANSLES.
6. AREAS 5HALLOY'ER THAN Sd SHALL RECEIVE 3 !Ne.HES
OF BARK KLILCH, BIO-FILTRATION BASINS SHALL NOT
RECEIVE BARK KLILCH. A KINIKUK S" LAYER OF KLILCH
SHALL BE APPLIED ON ALL EXP05EP SCIL SURFACES OF
PLANTING ARE"-S EXCEPT TURF AREAS. CREEPING OR
ROOTING GROUND COVERS, OR DIRECT 5EED!NS
APPLICATIONS ffif:RE MJLCH 15 CONTRAINDICATED.
FRIVATE STREET TREES SHALL RECEIVE A 40 S.F. KIN
AREA OF BARK KLILCH.
1. ALL SLOPES 4,1 OR GREATER KL/ST KEET THE FOLLOfilNG
REGtJIREMENT5, THIS APPLIES TO ALL SLOPES EVEN
THOSE NOT 5HOY'iN ON THE PLANS,
A. ALL GRADED SLOPES MUST BE PERMANENTLY
IRRIGATED filTH A CENTRALLY CONTROLLED SYSTEK
fi!TH NO OVER SFRAY.
B. GROUND COVERS MUST BE PLANTED FROM LINERS OR
FLATS AT 12» O.C. OR I GALLONS AT !8" OL.
C. PROVIDE I ONE GALLON SHRl.16 FOR EACH 100 SF OF
SLOPE AND I FIVE iSALLON 5HRlJ6 FOR EVERY 200
SF OF SLOPE.
D. PROVIDE TREES ON ALL SLOFES AT A RATE OF ONE
15 GALLON TREE PER 500 SF OF SLOPE ON ALL
SLOPES 5' OR GREATER VERTICAL HE!GHT, ON ALL
SLOPES e• OR GREATER VERTICAL HEIGHT, PROVIDE
ON IS GALLON TREE PER 500 SF OR SLOFE PLUS ONE
5 GALLON TREE PER EACH l,OOOSF OF SLOPE.
E. REl~'FORCED STRAY', MATS (SC ISO MAN'JFACTUR.ED BY
NORTH AMERICAN GREEN l-800-4i9-!'i65 OR CITY
APPROVED) MUST BE INSTALLED ON ALL SLOPES Sd
OR GREATER.
B. TREE ROOT BARRIERS SHALL BE INSTALLED 1-'+fERE
TREES ARE PLACED Y'IITHIN 5 FEET PAVED SURFACES
!MPROVEMENTS INCLUDING Y'IALKS, C-URB$, OR STREET
PAVEMENT ROOT BARRIERS Y'IILL NOT BE ~PPED
AROUND THE ROOT BALL. ROOT BARRIERS SHALL 6E
'610-BARR!ER. ALL STREET TREES SHALL RECEIVE ROOT
BARRIERS.
'1. FRONT AND REAR YARD LANDSCAPING SHALL BE
INSTALLED 6Y PRIVATE HOMEOIAiNER.
Planting Legend KATURE fiUCOLS
SYMBOL BOTANIC-AL NAME COMMON NAME HEIGHT ZONE S
0 .
... STREET TREE l'PR!YAJE) - 24" BOX SIZE
, LAURI.IS NOBILIS Sl"IEET BAY
,,,,,',
40' MAX. L
ISROIJND COVERS
I
i 111 ' i I ! 11 BASIN BIO-FILTRATION 6ROUND COVER - /f GAL AT 18' O,C,) ; 11 I i CAREX TIJl'/4.ILICOLA FOOTHILL SEDGE L
MINIMUM TREE SEPARATION
DISTANCE KINIWK DISTANCE
IKPROVEKENT TO STREET TREE
TRAFFIC SIGNAL, STOP 5li5N 20 FEET
UNDERGROUND UTILITY LINES 10 FEET FROK C.L.
ABOVE GROUND UTILITY STRUCTURES B FEET
(TRANSFORKERS. UTILITY POLES. ETCJ
FIRE HYDRANTS. KAIL BOXES 5 FEET
DRIVEfiAYS 10 FEET
STREET LIGHTS 15 FEET
INTERSECTIONS 25 FEET
Wood Side Yard Fence & Gate NTS
I am familiar wrth and agree to comply wrth the requirements for landscape improvements as described m Crty of Solana Beach Ordinance 467 - Water Efficient Landscape Regu!atmns Sec 17 56 SSMC and the Landscape Manual This plan has been prepared m comphance with those regulations I certify that the p!an implements the regulations to provide efficient landscape water use Applicant
Lan~e ~~ Architect
a<e
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DATE, "1/10/2024
DRAHN BY, JH/eG
FILE,
REVISIONS,
210'18
0 OF SHEETS
94'-5"
5'-0" 61'-5 1/2" 21'-!I l/2"
PRIHARY BATH IO'-!'a6-. 20'-10' \
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DATE, 09/16/2024
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DATE: O'lllb/2024
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DATE: 09/16/2024
A.4
25'-0" RYS5
205.5'
F.F. AT
rqo.1T
E.6. d F.G.
AT 18Cf.5'
GREAT ROOM 12'-l'ct.6.
ARCHliECiURAL eUILDINC:; oECilONo - A
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ARCHIT5CiURA!... eUl!...OINC:; o5Cil0No - e
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DATE, O'l/16/2024
A.5
BREEZE e; .. .ocK_L_o_,, __ "'A_L_L===============================================~-----,1 ~~Tf\L FA5Gif. I 3-COA7 STtJCCO SYSTEM-------------------i IVORY V!NYL Hlh?ON FRA\'/4:S,------------
11'-I'
10'-0" SYSB 1
1 11'-I«
2055' I
203.5'
E.6. e: F.6.
AT !8'1.5
NO~Tf-1 5l..5VATION 'C'
COVPOSITE LAPPED
IVORY VIH!L
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SYSTEM
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10'-0" SYSB
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DA TE: 09/16/2024
A.1
REQUIRED ADU NOTES:
a. THE ADU SHALL NOT HAVE INTERIOR
ACCESS TO THE PRIMARY RESIDENCE
b. THE ADU SHALL ONLY BE USED FOR
RENTALS OF TERMS OF 30 CONSECUTIVE
DAYS OR MORE
c.. THE ADU OF 550 SQ FT. OR LESS SHALL
HAVE A M INIMUM OF 30-INCHES OF CLEAR
COUNTER SURFACE, A M IN. 1B-INCH SINK VV
A 1.5-INCH DRAIN AND GARBAGE
D ISPOSAL, A MINIMUM 5 CUB IC FOOT
REFRIGERATOR AND A M INIMUM
TV'IO-BURNER STOVE HARD V'IIRED V'IITH
GAS OR A 220-V OL T OUTLET
d. PER SBMC SECTION 11.20.040(D)(4)(o),
ACCESSORY DV'IELLING UNITS SHALL
PROVIDE A NEV'! OR SEPARATE UTILITY
CONNECTION D IRECTLY BETV'IEEN THE
ACCESSORY DV'IELLING UNIT AND THE
UTILITY. THE CONNECTION MAY BE SUBJECT
TO A CONNECTION FEE OR CAPACITY
CHARGE THAT SHALL BE PROPORTIONATE
TO THE BURDEN OF THE PROPOSED
ACCESSORY DV'IELLING UNIT, BASED UPON
EITHER ITS SIZE IN SQ. FT. OR THE NUMBER
OF ITS PLUMB ING FIXTURES, UPON THE
V'IATER OR SEV'IER SYSTEM ; PROVIDED,
HOV'IEVER, THAT TH IS FEE OR CHARGE
SHALL NOT EXCEED THE REASONABLE
COST OF PROVIDING TH IS SERVICE. A
SUB-METER MAY BE ALLOV'IED TO MEET
THIS REQUIREMENTS.
SHEET INDEX
A.1
SP
10F2
20F2
L.1
A.2
A.3
A.4
A.5
A.6
A.l
A.8
GOVER SHEET
GENERAL SITE PLAN
GENERAL GRADING NOTES
PR.ELIM. GRADING/SITE PLAN,
DETAILS 4 SEG TIONS
LANDSCAPE PLANS
FLOOR PLAN
FAR GALGULATIONS
ROOF PLAN
BUILDING SEG TIONS
BUILDING ELEVATIONS
BUILDING ELEVATIONS
ADU FLR. PLAN 4 BLDG. ELEV.
HOMES•
~ aO
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SC.ALE: 1/4 " ; 1'-0"
DATE: 09/1 6 / 2024
A.1
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GRAPHIC SCALE 1 "=30.
-----0 30 60 90 !
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NOTES:
OVERALL SITE PLAN
OWNER/APPLICANT
9EA LDII1ED PNmERSH1P 9900 llWl SUITE 2!XJ SJN Cl 512121 150- A.P.N.
7lD
SITE ADDRESS 401--436 BElL IWDi ~
9'.LWI f£ADICI 92075
ZONING INFORMATION EeERAL PUii CESIEHATICft ~
H1ND#..H PAFlE. S12E: 1(00() SF 1£I61/T: FfiR caE 17 20JJ3l.G PIBJC ~ ND I/T1Ll1Y llf'R'.MJBl15 ffEVltt&.Y Nml\'8J ND /HJIII /£IE(I/ FOO FE:l'EJEJa. /!EE Dll6S CG-3181 ND SOOR-391 . ~ ~1lllIMJ!JfE~'~ SFOT fm\'J!ED FfiJ1 J)I 17-1!H5.
- 2911-121-26 HAS BEEN FfiH'IIW!iY Nml\'8J FfiJ1 IH'22-<25 Nil JS 1HJ111 /£IE(I/ FOO FE:l'EJEJa au.
PREPARED BY:
PASCO LARET SUITER __,....,...,;iiiiiiiiii&ASSOCIA'TES
s.ttlago I EtdnlM I OrwQIIIQ:unt}'
Phanal!SUIS.82121 WWff~
9/17/2024 Pt.SA JBn
GENERAL NOTES l. APPROVAL OF THIS GRADING PLAN DOtS NOT CONSTITUTE APPROVAL OF VERTICAL OR HORIZONTAL ALIGNHENT OF ANY PRIVATE ROAD SHOWN HEREIN FOR PUBLIC ROAD PURPOSES. 2. FINAL APPROVAL OF THESE GRADING PLANS rs SUBJECT TD FINAL APPROVAL OF THE ASSOCIATED IIIPROVEHENT PLANS I/HERE APPLICABLE. FINAL CURB GRADE ELEVATIONS HAY REQUIRE CHANGES IN THESE PLANS.
3. IHPDRT HATERIALS SHALL BE LEGALLY OBTAINED. 4. A SEPARATE PERHIT FROH THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT---DF-WAY.
5. ALL SLOPES OVER THREE (3) FEET IN HEIGHT SHALL BE LANDSCAPED ANO IRRIGATED.
6. THE CONTRACTOR SHALL VERIFY THE EXISTENCE ANO LOCATION OF ALL UTILITIES BEFORE CONHENCING WORK. NOTICE OF PROPOSED WORK SHALL BE GIVEN TO THE FOLLOWING AGENCIES:
UNDERGROUND S.A. BH
7. THE SOILS REPORTS SHALL BE PROVIDED AS REQUIRED BY THE CITY OF SOLANA BEACH PRIOR TO ISSUANCE OF A GRADING PERHIT B. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE
9. ANY HDRK OR GRADING TO BE PERFORHED UNTIL THE PROPERTY OWNER" S PERHISSION HAS BEEN OBTAINED ANO A VALID GRADING PERHIT HAS BEEN ISSUED.
JO.ALL UP, REPAI EGUIPHENT,
GRADING EQUI
tlf J;;,g1J;·"· SATURDAYS. S OF THE CITY
ll. ALL HAJOR SLOPES SHALL BE ROUNDED INTO EXISTING TERRAIN TO PRODUCE A CONTOURED TRANSITION FROH CUT OR FILL SURFACES TO NATURAL GROUND ANO ABUTTING CUT OR FILL SURFACES.
NIHUH STANDARDS SET FORTH IN THE THE APPROVAL OF THESE E FOR THE PREVENTION OF SHALL EXCAVATE ON LANO R ANY ADJOINING PUBLIC SEWAGE D YSTEH, WITHOUT S ANO CRACKING,
T RESULT
WILL HOLD ICA TED IHPRO
13.SLDPE RATIOS: CUT 2: l FILL 2: l CUT: 155 CY FILL: 0 CY EXPORT: 155 CY REHEOIAL GRADING: 0 CY± REHOVAL/RECOHPACTION (NOTE: A SEPARATE VALID PERHIT HUST EXIST FOR DFFSITE IHPDRT OR EXPORT AREAS. J •• THE QUANTITIES ESTIHA TED ABOVE ARE FOR PERHIT PURPOSES ONLY ANO SHOULD NDT BE USED FOR CONSTRUCTION BIDS. CONTRACTORS ARE RESPONSIBLE FOR THEIR OWN EART- QUANTITIES.
ANY ARCHAELOGICAL RESOURCES ARE DISCOVERED DURING GR TELY, A TIFY OVER NOT HAS so. 15. ALL GRADING SHOWN ON THIS PLAN UNIT WITH NO PROVISION FOR PART ANTICIPATED THAT A PORTION OF T SEPARATELY. A SEPARATE PLAN ANO SUBHITTED FOR APPROVAL.
15. THE CONTRACTOR SHALL NOTIFY THE CITY OF SOLANA BEACH 858. 720, 2470 24 HOURS BEFORE GRADING OPERATIONS BEGIN,
17. SHALL BE ACCOHPLISHED ON A A TEL Y UPON COHPLETION OF AN PRIL l . PRIOR TO ANY PLANT BE BY THE PLANNING DEPARTHENT STAGE, OR BY SEPARATE LANDCSAPE PLAN. lB. ALL OFF-SITE HAUL ROUTES SHALL BE SUBHITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL 72 HOURS PRIOR TO THE BEGINNING OF HDRK.
19. PERHIT, BUT Of SECURITY, • THE GRADING • TANTIAL AN OR AS SHOWN ON THE T SHALL BE FOLLOHED BY THE WHO CERTIFIES SUCH A
20. THE CONTRACTOR SHALL DESIGN. CONSTRUCT. ANO HAINTAIN ALL SAFETY DEVICES INCLUDING SHORING. AND SHALL BE RESPONSIBLE FOR CONFORHING TO ALL LOCAL, ST A TE, ANO FEDERAL SAFETY ANO HEAL TH STANDARDS. LAWS ANO REGULATIONS.
EROSION CONTROL NOTES
2. 3.
LBS/ACRE
20 50
B
6 7
gf
DISCHARGE CONTROL: BEST HANAGEHENT IHPLEHENTED TO HAI/AGE STORH HATER ROH THE SITE AT ALL TIHES DURING NON-IRRIGATED HYOROSEED HIX HITH A FIB![R HATRIX APPLIED AT 4,000 LB/ACRE.
L BE SEDIHENT ON NT CONTROLS OR KEEPING
% PURITY/ACRE SEED SPECIES
70% PLUS A TRIPLEX GLAUCA PLANTAGE INSULARIS ENCELIS FARINOSA SCARIFIED LOTUS SCOPARIUS 50% PLUS EXCHSCHOLTZIA CALIF.
4. THE TOPS OF ALL SLOPES TALLER THAN 5' SHALL BE DIKED OR TRENCHED TO PREVENT HATER FLOWING OVER CRESTS OF SLOPES.
5. CATCH BASIN5. DESIL TING BASIN5. AND STORH ORAIN SYSTEMS SHALL BE INSTALLED TO THE SATISFACTION OF THE CITY ENGINEER.
6. SAND BAG CHECK DAHS, SILT FENCES. FIBER ROLLS OR OTHER APPROVED BHP'S SHALL BE PLACED IN UNPAVED AREAS HITH GRADIENTS IN EXCESS OF 2%. AS WELL AS AT OR NEAR EVERY POINT I/HERE CONCENTRATED FLOll LEAVE THE SITE.
7. SAND BAGS SHALL BE PLACED ON THE UPSTREAH SIDE Of ALL DRAINAGE INLETS TO HINIHIZE SILT BUILDUP IN THE INLETS AND PIPES.
B. THE CONTRACTOR SHALL REPAIR ANY ERODED SLOPES AS DIRECTED BY THE OFFICE OF THE CITY ENGINEER.
9. THE CONTRACTOR SHALL SWEEP ROADWAYS ANO ENTRANCES TO AND FROH THE SITE ON A REGULAR BASIS TO KEEP THEIi FREE OF SOIL ACCUHULA TION AND AT ALL OTHER TIHES DIRECTED BY THE CITY ENGINEER.
10. THE CONTRACTOR SHALL IIATER SITE ON A CONTINUOUS BASIS TO HINIHIZE AIR BORNE DUST CREATED FROH GRADING ANO HAULING OPERATIONS OR EXCESSIVE III/ID CONDITION5. AND AT ALL TIHES DIRECTED BY THE CITY ENGINEER. ll. IN THE EVENT SILT DOES ENTER THE EXISTING PUBLIC STORH DRAIN SYSTEH, REHOVAL OF THE SILT FRON THE THE SYSTEU IIILL BE DONE AT THE DEVELOPER '5 EXPENSE.
PASCO LARET SUITER & ASSOCIATES s.n. OIIQ0 I ER::hlll I ar.vt Court¥ Ph0M EU51.11'212 I ---~ LOT 6 441 & 443 BELL RANCH ROAD (DRP24-007)
PRELIMINARY GRADING-PLAN
GRAPHIC SCALE 1 "=60'
' 0 60 120 180
EXISTING EASEMENTS PER MAP 18605
(i) j(.;_N~~354~~U.,~~ 1m
@ II/A. Cff-5ITE: AFm:T1J6 l£llllmll16 LOTS
®~7S-=~~~;l!l=
(1) II/A. Cff-5ITE: AFm:T1J6 l£lB'fm1l6 LOTS
@ ~rm;~~~ :/,1:/Jit§'= AS OOC # ~ O.R.
@ r:r43/1W'ff.,,IE/W¥flis~ PER H>P lfi605
<2J rFE/1 SPN:E EJo!B£NT PER H>P lfi605 /EC, 3/J.6/24,
KEY MAP SCALE: l '•60'
'I ' L_
A j
- =::;::"" ::""';,,"z,,,"'-z,,,
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LEGAL DESCRIPTION LOT 6 IF 1W' Mi. lfi605 FJlEJ IN 11£ CffICE IF 11£ WNTY FECXHER IF SAN DlmJ WNTY. 3/J.6/24.
AP.N. SITE ADDRESS 296-121-74 441 & "3 l£LL FWDi ffJAD
5tU™ BcAOi Cl 82015
OWNER/APPLICANT LOT INFORMATION LOT 6 IF OCEAN FWDi ESTATES 21225 SF (0.58 AC/ r;ms/lET TOPOGRAPHIC SURVEY PARKING INFORMATION 6!'1614JED BY AE.RY1. JHJ HAH:J SHJT IEIJ11E2 2 l£11lDS GAJIElEJ IN 2016. 2017 & FRRl58l: 3 IN ATTAO-ED 64/WiE 20l8 BY 5UI1'ER & ASW:. ll9 CJRJIFF. REFERENCE DRAWINGS H>P '49 PH
ZONING INFORMATION 3m1 llEl£RAL Fl.All lESIGNITl(lt LRc 1650!5 N1N1N..H P»m. SIZE: WXXJ SF 1£19/T: PER CID: 17.20.lm.G FrlNf YAIV IFl'Sll): 25' FEARYA/V (HrSB): 25' STFEEIJ SllE' YAIV /SYS8.t 10' ll/1'ERlI1I SllE' YAIV /SYS8.t 10' EARTHWORK QUANTITIES:
It 6llADl1,G ASSIXIAJED III1H lfn.ECT: l65 CY wr /STlRtlATER BASIN E>rAVA~ & 0 CY F1I.L !<: E>rAVATICH FC1l fOOTI1m 200 CY±
~ FEKJVALIF£C(H'ACTICH FC1l !UBS O CYt
l: TOTAL 6RADDB: .355 CY
NE ESTINIJED FCJl FE1HIT FlR'OSES 'ACTED /IN FI..At:EJ V£LlJ£S ll'l.Y. JED CW A 1IE!FET1CIL BASlS. 114Y VARY l1E TD IB5BMD 91lDl<AGE SIEl1. FACTCJIS, ADU EARTHWORK QUANTITIES:
It 6llADl1,G ASW:IAJED III1H PFG.ECT: II/A SEE IDlvE
!<: E>rAVAT1ll< FC1l FOOTN/5: 50 CY±
~ FEKJVAL/F£fXH'ACTICH FC1l !UBS O CY±
l: TOTAL 6IWIDB: 50 CY
IMPERVIOUS AREA TABULATION TOTAL EX1STll6 1JffRIIf1.B AFEA ll'l-5ITE: 0 SF TOTAL ffU'OSED 1JffRIIf1.B AFEA Cli-5ITE: 5;778 SF /£T IJD£A!£ IN DffRVlWl NEA: 5,778 SF
WORK TO BE DONE THE IIIPROVEHENTS CONSIST OF THE FOLLOIIING HDRK TO BE DONE ACCORDING TO THESE PLANS AND THE LA TEST EDITIONS OF:
STANDARD SPECIFICATIONS
(1) STANDARD SPECIFICATIONS FOR PUBLIC HDRKS CONSTRUCTION INCLUDING THE REGIONAL SIJPPLEHENTAL AHENDHENTS. (2) CALIFORNIA DEPARTHENT OF TRANSPORTATION "HANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND HAINTENANCE WORK ZONES• (3) STATE OF CALIFORNIA. DEPARTHENT OF TRANSPORTATION STANDARD SPECIFICATIONS
STANDARD DRAWINGS
(1) SAN DIEGO REGIONAL STANDARD DRAWINGS (2) STATE OF CALIFORNIA, DEPARTHENT OF TRANSPORTATION STANDARD PLANS -
C1I CBflSl EADl NIY Ffl1'£RTY L11E FflRmJ
RB.Jr
l!lll'Al'E
n:P IF ClRl n:P IF FE/Di n:P IF Gl41'E n:P IF FrJJTlHJ n:P IF llllL n:P IF llllL AT F1N13/ Gl4IE Tl!'EAL UTILITY NOTE:
LEGEND
ITEi/ DESCRIPTION
9.BJIV1Slll'I fDNJARY
LOT LIIE
AOJACENT PFl1'f!RTY L1IE
ffl'.RlSED.5'E7BAll(S
C9/TEJLIIE IF RIEHT-fF-NAY
/DI
EXISTD6 SPOT El£VATlll'I
EXIST1NS Cll'ffiX.'1
EXISTD6 IIATER HAIN
EXIST1NS SE16l !!ADI
EXIST1NS SPOT El£VATlll'I
ffl'.RlSED !RlT El£VAT1ll<
- Cll'ffiX.'1
- IJ)Jl.DJM, FOOTFfUNT
IFS XXX.!00
FS XXX.XX
--,a7---
- PrC £Jl4.1N461: PJFE (SIZE PER Pl.AN/ --------------· l1lAINAGE DIFECmll
l1lAINAGE DITDI
FCC PAVI/li
BI/X£fENTlll'I BASIN
SITE I/ALL PER OJIBlS
3· l(JJ-I.J5 am.£ R1P-fW'
roc:ER PER LNlJSCAPf.
LIJ,IIT IF PAO PER SBGR-391
LDIIT IF PAO
a• PrC SEIER 1141N PER C&-3l81
5• IIATER !!ADI PER C&-3l81
==>==>
1·-:--·:_-,,,-;,~.'--;'.,\!
I/ /J
l' PrC N4l'Ell 5ERVI!E PER CG-3l8l
l' PrC f1J£ 5ERVI!E PER CG-3lB1
4• SE16l LAl'BlAL PER C&-3l81
IKllEll Cl.Rl PER CG-3l8l
00 rurEJIALK PER C&-3l81
caD£1'E PER CG-3l81
FET I/ALL PER Sl'R'..C1l.fW.
LIHIT IF 61Wlll6
PVT FCR:E !ElER PER OlrERS
PVT SEIER RH' PER OlrERS
-ss~
@
UT1UT1ES NE IIN1II/ TD EXIST IN 11£ AFEA. 11£ camw:TCl1 LS fEW11£D TD TAXE l1E Pf'E.CIIJfill'I l£ASllE5 TO ffOTFCT ANY EXJSTJM, UTll.ITJES C1l Sm£7l.l£S UC41'ED AT 11£ l«R< SITE.
OWNER'S CERTIFICATE I, ,,.,.,,,,,,,-,..,,,,.,rr.=,""'1-,,,,;,,,,---., AS OWNER/DEVELOPER OF THE DESCRIBED HEREIN ACKNOWLEDGE THESE PLANS HAVE BEEN PREPA DIRECTION HITH HY FULL CONSENT. I FULLY UNOERST ANO AND TERHS AND CONDITIONS CONTAINED HEREIN AND AS ATTACHED BY @ ~STFEET~f:TJZ!~ll,l1f1/~TDulff{;f]If%n AREA CALCULATIONS (SEE SHEET A2) FAR CALCULATIONS (SEE SHEET A.3) THIS GRADING PLAN. @ STfEET CEJICATICH IF l£LL FWDi ffJAD TD 71£ CITY IF 5tl.A™ BcAOi PER H>P lfi605 /EC, 3/J.6/24.
EASEMENTS TO BE GRANTED
~ ir-=lTr1i'E/£a:::~ ~ C:IiifTS TRAIB'ER IF TITLE. (!EE LOTS 2 & BJ Im ~"'V~:w;l'f~llm,~rrii'E~ l1WITED rn FEE.RVED
[fl ffU'OSE1l AID'Al'E Iff1JS4T1ll'< EJo!B£NT FC1l 11£ £BEFIT IF LOTS 1 11R:U/H B TD 1£ l1WITED C1l FEE.RVED amHEN/1. Y NI7H TRAIB'ER IF TITLE. (!EE LOTS 2 & BJ FIRST FLIXR F1NIS£D AFEA
TOTAL F1NIS£D AFEA
3-CARTNCEHGA/WiE
COVEIE1 RXH COVEIE1 cxmml FU:H
TOTAL GR'.lSS AFEA
ADU F1NIS£D AFEA
3.253SF
3.253 SF
660 SF 32 SF 413 SF
4.358 SF
584 SF
GR'.lSS LOT AFEA
LIVJB.£ GR'.lSS AFEA COVEIE1 RXH GR'.lSS AFEA 64/WiEGR'.lSSAFEA 64/WiE rs:u;r (200 FT. PER !PACE)
TOTAL GR'.lSS flJJl.DJM, AFEA ALLCWAEI.E
ADU LIVAll.E GR'.lSS AFEA (£)B,FT}
2!12,25SF
3.253 SF 32 SF 660 SF
-400 SF
.'!545SF
5.336 SF
584 SF
IT IS AGREED THAT FIELD CONDITIONS HAY REQUIRE CHANGES TO THESE PLANS. (DEVELOPER}
SARAH HORRELL SHEA HOHES LIHITED PARTNERSHIP
DECLARATION OF RESPONSIBLE CHARGE I ,.,,..,...,....,.,,.,.....,.""'°""'..-..,.,.,-.. HEREBY DECLARE WORK FDR THIS PROJECT. THAT I HAVE EXCERCI THE DESIGN OF THE PROJECT AS DEFINED IN AND PROFESSIONS CODE, ANO THE DESIGN 15 STANDARDS AND THE CITY OF SOLANA BEACH DATE
I UNDERST ANO THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF SOLANA BEACH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE HE OF RESPONSIBILITIES FOR PROJECT DES BY:
H. JUSTIN SUITER RCE No. 6B964 EXP 12/31/2025 PASCO LARET SUTIER & ASSOCIATES ~ALCOMM/88IONPERJNTNO.
24'X24" fiXJ(5 !Ill' CJlf'ffl.[Jllll.ET
Fl
--FIXET\
TlURAN1' Fl.ANTS Fr1l J I IEl.L -<RAIJED SOILS t1l i: ' CITY AffRl\£D EWIV. . I ! Afl'm!'.. LIJE IF EX.
., 31,• /1IBED llXX LAYER !llAIL fE A 1(1//J)fJ/ IF 12• 8/T MIY fE CEEf£1£D 7D 1M1£A!E 11£ 11Fll..1!l4Tll11 JNJ S1l1lAGE ABlLITY IF 11£ lETAll.
BIORETENTION BASIN B DETAIL IDT ros:N..E
PASCO LARET SUITER & ASSOCIATES a.tDlll;o I EncHlillt I OrwVIC0un¥ Phona151l..251..82121-~ SECTION A-A IIJT T!Js:N..£
LOT 6 441 & 443 BELL RANCH ROAD (DRP24-007)
PRELIMINARY GRADING PLAN
SECTION B-B
IDT ro =
FF 1/Tl57
PM/ 185.9 5'.J'tC•
Bra£TE/ITICW
FBl.!ETAlLlHIS
IETHALLFBl
11/.ffllZ al.
., 31,• /1IBED llXX LAYER !llAIL f£ A 1(1//J)fJ/ IF 12" 8/T MIY fE CEEffiElJ 7D 1M1£A!E 11£ 11Fll..1!l4T1l11 JNJ S1l1lAGE ABD..ITY IF 11£ lETAll.
BIORETENTION BASIN A DETAIL llJT7Ds:N..E
------0
GRAPHIC SCALE
20 30
(TF
l
l
TYPICALL WALL CALLOUTS llJTT!Js:N..£
IE
SEWER PUMP NOTES: !B16! FUf' CF516N 7D f£ FA'.1V1lEl AT Cl1l5Tll.CT1!1< IJl,IJIJN; fttl!c IF Fro.EI:T.
A IQD HAFM.ESS AfFEEJENT Wll.L f£ FEmJ1FED AID A BAD<FLlM - al 11£ LAWIAL IS ro EE =- LOTS
PROPOSED RESIDENCE 441 BEU. RANCH RO
FF1B7.57
PAD186.90
PRELIMINARY GRADING PLAN s:JU::1"•10'
I
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i!!EP~~
UFG1B6.9
~AL OOMMISSIONPERMffNO.
ENGINEER OF WORK CITY APPROVED CHANGES N'l'1l DATE RECOMMENDED FOR APPROVAL APPROVED FOR CONSTRUCTION CITY OF SOLANA BEACH _.If!L_By:
omwn ey Name:
R.C.E.
Data:~
W .J.JSTIN SUITER 68964 Exp: J2L3J.L25
By:
-Eng-- 1-------------+---+---I
By:
HOHAHHAD SAHIW<_ t:11yE,,g1n.- R.c.E. _llj§__
°""''--- llolll: --- e,q,: ~
PRf'LIHINARY GRADING PUN FOR:
LOT 6 OCEAN RANCH ESTATES
441 BELL RANCH ROAD
\
\
5'M93Ell
ESHTrnJ
TF 1912
1'11 1B6.7
7lllFG1852
,I!i/lFG 1852 ,,tEG 1B6.9J
/ET HALL PER S7Rl!t.RAL Ill FIXE al 7!P PER L5
7D EX. SO CG-3181
1B62 IE 18231 181.7/
12 .7
1852
1852
.9J
DRAWING NO.
DRP24-007
SHEET20F2
V'IATER CONSERVATION PLAN LEGEND
BELL
RANCH
RD.
I
SYMBOL ZONE DESCRIPTION
STREET TREES/ LOl"l l"IATER U5E
EV6BLER IRRIGATION
AREA
SO 5.F. S%
BIOFILTRATION PARKHAY BASINS/ 1,004 5.F. qs,;;
LOY'l Y-IATER USE / DRIP IRRIGATION
NO RECYCLED HATER USE PROPOSED. THE SITE
SHALL HAVE A DEDICATED POTABLE V'iATER
5U6-t'-1ETER FOR HOMEOHNER LANDSCAPE
I
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Water Conservation Plan
ESTIMATED TOTAL WATER USE (ETWU) WORKSHEET
1he proJcct\ fatimatcd Total Waler Use is culcula.ted using the follomng formula ETV.'C = M,1.,m:1m1 Appkd Water A[-0\\.am::c m galk,m 1ii:r Ye.!~ r:To
Pl
HA
SLA - Spc<o!L,»i'C,;~,
0 6: - Com'Crs,.:m faciw to ga!km,; p;:-r ¼jU:1rc fooi
11: ~ Jmg:mo11 l:fficienc; (\ee re(rJlJer.}enb indum
CITY OF SOLANA BEACH ESTIMATED TOTAL WATER USE (ETWU) WORKSHEET Line Hydrozone Nurrber {1-4 Belo'-N - use as rrany tables as necessary to~ a9 hydroz.ones)
SLA
41 !convers!CflFactrn-062 0.62
2542
,TOTAL a~ Lrne- B's+ SlA
jL,ne3xLre9
/Estimt!tod Tota' Water Use. ETWU
l\~~ ... °,;';~~l=,..--•~M
i•t:T0-J.varar.tmp:ratirnrnk
!41 (V.C$1 ,t:J-~l
(47(cu1ofl-~1
i
03 03
50 1,004
15 301
0.75 081
20 372
10 ~ .. PL.mr f'ucr,,r (lfot.:r l ,e). fmm
U1.'COI}>
f,t,- \IW. Mo&.:ra!C Waic•r l~e Pbnb
'u-!l\\ -H1;h\\3:crl
~1AXl~1l '.\1.\PPLl£D WATER APPLICATlO7' (:\1AWA) calculation [TAf E,upotr.m~p1ranon adJlL'->lnl<:nt !&:tor \tt\l! 55 n:sidential. .45 1km-t1.•)1dcnt1al 31 682 !(CTAF x ! !l-ETAfp;
l01al Landscape Arca
)J~
fotal SL\
392
9,961
i \lf' Rot.JI-)(~ - 0 7~
! D1;:iJ, MKrv-;:;:-a\ -081
I
iA&ffrrcrnH· f!"">il\ heus.cjif,uf1X"'!1CC
l!>y docwner,rn.1>,;m ~uh,-ect w appr&,a1 b,
I:::<" r~\ PW.r~"l<"r
!\-IAWA
14,736
r'iAJER CONSERVATION NOTES I. ALL IRRIGATION SHALL INCLUDE EFFECTIVE AND
EFFICIENT HATERING METHODS UTILIZING HUNTER MP
ROTATOR LOl"I-FLOH IRRIGATION HEADS AND IN-LINE
DRIP TUBING.
2. ALL IRRIGATION CONTROLLERS SHALL HAVE
AUTOMATIC RAIN 51-Ur-OFF SENSORS.
S. ALL PLANT MATERIAL UTILIZED 15 CLASSIFIED AS
'LOI"! OR MODERATE l"IATER U5E' BY l"IUCOLS
(HATER U5E CLASSIFICATION OF LANDSCAPE
SPECIES).
4. 100% OF THE LANDSCAPED AREA 15 PLANTING ZONE
S, NATURALIZING/TRANSITIONAL.
S. ALL PLANTING AREAS SHALL RECEIVE REGULAR
MAINTENANCE AND MANAGEHENT DE5!G'NED TO
MAXIMIZE HEAL THY GROMH
6. ALL PLANTING AREAS SHALL RECEIVE COMPLETE
AND APPROPRIATE SOIL PREPARATION.
I. ONLY LOr"I VOLUME OR SlJS$1JRFACE IRRIGATION
SHALL SE USED TO IRRIGATE ANY VEGETATION
Y'IITH!N ;24tt OF AN IMPERMEABLE 5URFACE.
e. PLANTING AREAS SHADED BY EU!LD!NG5 SHALL Be
AMENDED TO IMPROVE DRAINAGE AND AVOID
REMAINING HET BETl"IEEN IRRIGATION CYCLES.
Bio-Filtration /typ.) per
civil engineer's plans
LOT 6
I
Wood Yard Fence and Gate
/typ.). See elevation below
Tubular Steel View Fence
(typ.). See elevation below
J
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/ !!
I~ ii
:.:
/' ~ limitsof~l
1 1
1 Open Space
I 1
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111:,,. II I Ill/ i jl/ I I
/ 11
/ 11
Planting Legend
SYMBOL BOTANICAL NAME COMMON NAME
MATURE l"IUCOLS
HEIGHT ZONE S
TREES
EXISTING TREES TO BE REMQYED
SEE EXISTING TREE SURVE'f. EXISTING TREES Jt-l!LL BE K!TIGATED 1,1 HITH (2) STREET TREES PER LOT FOR q LOTS
r\._ STREET TREE {PRIVATE) - 24h SOX SIZE
~; LAURUS NOBILIS 5V,1=ET BAY 40' HAX.
GROUND COVERS
!:1111111 II
BASIN BIQ::flLTRATlQN GROUND CQYER - (t G:AL AT 1e· Q,C..)
CAREX TUMULICOLA FOOTHILL SEDGE
HINIHUM TREE SEPARATION
DISTANCE MINIMUM DISTANCE
IMPROVEMENT TO STREET TREE
TRAFFIC- 51GNAL, STOP SIGN 20 FEET
UNDERGROUND UTILITY LINES 10 FEET FROM C.L.
L
L
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Ex,stmg N~I Landscape
in Open Space to remain
undisturbed Landscape Concept Plan
ABOVE GROUND UTILITY STRUCTURES
(TRANSFORMERS, UTILITY POLES, ETC)
FIRE HYDRANTS. MAIL BOXES
e, FEET
S FEET
10 FEET
LANDSC,AFi; AND SLOPE EROSION CQNTROL NQTES1 I. ALL SLOPES (4,i OR STEEPER) HILL BE PROVIDED HITH REINFORCED STRAV'I KAT5 (SG !50 KAN!JFACTVRED 6Y NORTH AMERICAN GREEN, I-BOO-41S-1%S, OR CITY APPROVED EQUAL!.
2. ALL LANDSCAPED AREAS, INCLUDING SLOPES /4,I OR STEEPER) THAT
ARE GRADED OR DISTUREED AS PART OF THIS PROJECT HILL BE PROVIDED i'<ITH PERMANENT IRRIGATION TO MEET CITY REGlUIREMENTS.
S. NO OVERHEAD IRRIGATION SHALL BE INSTALLED HITHIN 24" OF ANY
NON-PERMEASLE SURFACE
4. TREES ARE PROHIBITED )";!THIN !O' OF ANY DRIVEHAY
5. PLANT KATERlALS OVER so· HT. OR Yi!THOVT AN e· M!NIMLIM CLEARANCE ARE PROHIBITED 1-ilTHIN STREET INTERSECTION S16HT TR!ANSLES.
6. AREAS SHALLOt"{ER THAN 9:! SHALL RECEIVE S INCHES OF 6ARK MULCH, BIO-FILTRATION BASINS SHALL NOT RECEIVE SARK MULCH. A MINIMUM S" LAYER OF MULCH SHALL BE APPLIED ON ALL EXPOSED SOIL 5URFACE5 OF PLANTING AREAS EXCEPT TURF AREAS, CREEP!N6 OR ROOTING 6ROVND COVERS, OR DIRECT SEEDING APPLICATIONS 1-'4!-¼ERE MlJLCH 15 CONTRAINDICATED. PRIVATE STREET TREES $HALL RECEIVE A 40 5.F. MIN AREA OF BARK MULCH.
i. ALL SLOPE5 4d OR GREATER t,,,V5T MEET THE FOLLOV'i1N6 REGlUIREMENTS. THIS APPLIES TO ALL SLOPES EVEN THOSE NOT SHOHN ON THE PLANS:
A. ALL GRADED SLOPES MUST BE PERMANENTLY IRRIGATED l"IITH A CENTRAU...Y CONTROLLED SYSTEM Y-IITH NO OVER SPRAY.
B. GROUND COVERS MUST BE PLANTED FROM LINERS OR FLATS AT 12" O.C. OR I GALLONS AT IB" O.C.
C. PROVIDE l ONE GALLON SHRUB FOR EACH !00 SF OF SLOPE AND l FIVE GALLON 5HRlJB FOR EVERY 200 SF OF SLOPE.
D. PROVIDE TREE5 ON ALL SLOPES AT A RATE OF ONE 15 GALLON TREE PER 500 SF OF 5LOPE ON ALL SLOPES 5' OR GREATER
VERTICAL HEIGHT. ON ALL SLOPES B' OR GREATER VERTICAL
HEIGHT, PROVIDE ON 15 GALLON TREE PER 500 SF OR SLOPE PLUS ONE 5 GALLON TREE PER EACH 1,0005P OF SLOPE.
E. REINFORCED STRAH MATS (SC ISO MANUFACTURED BY NORTH
AMERICAN GREEN l-800-413-1'-165 OR CITY APPROVED) MJ5T 6E INSTALLED ON ALL 5LOPE5 3d OR GREATER.
8. TREE ROOT BARRIERS SHALL BE 1N5TALLED Y-IH!:RE TREES ARE PLACED 1-ilTHIN 5 FEET PAVED SURFACES !MPROVE~NT5 INCLUD!NSHALKS. CURBS, OR STREET PAVEMENT ROOT BARRIERS l"IILL NOT BE l"IRAPPED AROUND THac ROOT BALL. ROOT BARRIERS SHALL BE 'BIO-BARRIER. ALL STREET TREES SHALL RECEIVE ROOT BARRIERS.
Cl. FRONT AND REAR YARD LAND5C-APlN6 SHALL BE INSTALLED BY PRIVATE HOMEOr-!NER.
Wood Side Yard Fence & Gate NTS
Tubular Steel View Fence NTS
DRIVEHAYS
STREET LJGHT5
INTERSECTIONS
IS FEET
25 FEET
l am fam1har \Vlth and agree to comply with the requirements for landscape improvements as described m City of Solana Beach Ordinance 467 ~ Water Efficient Landscape Regulations, Sec 17 56 SSMC and the landscape Manual This plan has been prepared in compliance wrth those regulations l certify that the plan implements the regulations to provide efficient !anoscape water use w
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DATE: 09/16/2024
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SHEET INDEX
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20F2
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GOYER SHEET
GENER.AL SITE PLAN
GENER.AL GRADING NOTES
PR.ELIH . GRADING
/ SITE PLAN,
DETAILS 4 SEG TIONS
LANDSCAPE PLANS
FLOOR PLAN
FAR GALGULATIONS
ROOF PLAN
BUILDING SECTIONS
BUILDING ELEVATIONS
BUILDING ELEVATIONS
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DATE: 0'1/16/ 2024
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401 BELL RANCH RD
DRP24-002
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NOTES:
OVERALL SITE PLAN
OWNER/APPLICANT
Sl£A /Of$ LDl11ED PIRf16lSHIP
!l900 IES4 RlH IIMll 9JITE 200 SAN DZEal CA 92!21 l50-7JS-J!lll.4 A.P.N.
TOO
SITE ADDRESS 401-435 EE.L IWOi lllAD S(LJI;( /DD/ CA 920]5 ZONING INFORMATION EEJERAL FUJI-= LA; 111NDU1 PAim. s:cze 1.(000 s, 1£IGHf: Fl:11 cal: 17 2{)Jm.S RB.IC lllAD NlJ UT1UTY Dfm\e8l1S AEl'Jllll'..Y AffRW!I/ NlJ 5/l}jf/ IEJ£GI F!Jl IEFfFEH:E. SEE ()165 W-3181 NlJ sasR-391.
0 WfD~~ 9'0T fmV1lEl Fl:11 111 17-JS-JS.
N'N 296-!21-26 HAS EEEN PERYm.&.Y AffRW!II Fl:11 £We2-025 NlJ JS 5/l}jf/ IEJ£GI F!Jl /EFcFEM:E CH.Y.
PREPARED BY:
PASCO LARET SUITER -----&ASSOCIA1'ES
Ban Diloo I EncHII I er.,ge Ccunty
Phona1151U!11.1212 I-~
9/17/2024 Pt.SA 1877
GENERAL NOTES 1. APPROVAL OF THIS GRADING PLAN 005 HOT CONSTITUTE APPROVAL OF VERTICAL DR HORIZONTAL ALIGNMENT OF ANY PRIVATE ROAD SHOHH HEREIN FDR PUBLIC ROAD PURPOSES. 2. FINAL APPROVAL OF THESE GRADING PLAHS IS SUBJECT TO FIHAL APPROVAL OF THE ASSOCIATED IWPRDVEHEHT PLAHS I/HERE APPLICABLE. FINAL CURB GRADE ELEVATIONS HAY REQUIRE CHANGES IN THESE PLAHS.
3. I!4PDRT HA TERIALS SHALL BE LEGALLY OBTAINED. 4. A SEPARATE PERHIT FROH THE CITY ENGINEER HILL GE REQUIRED FDR ANY W- IN THE PUBLIC RIGHT-DF-IIAY.
5. ALL SLOPES OVER THREE (3) FEET IN HEIGHT SHALL BE LAHOSCAPED AHO IRRIGATED.
6. THE CONTRACTOR SHALL VERIFY THE EXISTENCE AHO LOCATION OF ALL UTILITIES BEFORE CDNIEHCING II-. NOTICE OF PROPOSED ~ SHALL GE GIVEH TO THE FOLLOHING AGEHCIES:
UHDERGROUHO S. A. 811
7. THE SOILS REPORTS SHALL GE PROVIDED AS REQUIRED BY THE CITY OF SOLANA BEACH PRIOR TO ISSUAHCE OF A GRADING PERHIT
8. APPROVAL OF THESE PLAHS BY THE CITY ENGINEER DOES HOT AUTHORIZE ANY ~ DR GRADING TO GE PERFORHED UHTIL THE PROPERTY OHi/ER • S PERHISSION HAS BEEH OBTAINED AHO A VALID GRADING PERHIT HAS BEEH ISSUED.
9. T
H. ALL HAJOR SLOPES SHALL BE ROUHOED INTO EXISTING TERRAIH TO PRODUCE A CONTOURED TRANSITION FROH CUT DR FILL SURFACES TO NATURAL GROUHO AHO ABUTTING CUT DR FILL SURFACES.
HI
HD
13.SLOPE RATIOS: CUT 2: 1 FILL 2: 1 CUT: 14D CY FILL: D CY EXPORT: 140 CY REHEDIAL GRADING: 0 CY± REHOVAL/RECOHPACTION (HOTE: A SEPARATE VALID PERHIT HUST EXIST FDR OFFSITE I!4PDRT DR EXPORT AREAS.) •• THE QUANTITIES ES TI HATED ABOVE ARE FDR PERHIT PURPOSES OHL Y AHO SHOULD HOT BE USED FDR CONSTRUCTION BIDS. CONTRACTORS ARE RESPONSIBLE FDR THEIR OHi/ EART- QUANTITIES. so. 15. ALL GRADING SHOHH ON THIS PLAN SHAL UHIT I/ITH HO PROVISION FDR PARTIAL ANTICIPATED THAT A PORTION OF THIS SEPARATELY. A SEPARATE PLAN AHO PE SUBHITTED FDR APPROVAL.
15. THE CONTRACTOR SHALL NOTIFY THE CITY OF SOLAHA BEACH 858. 720.2470 24 HOURS BEFORE GRADING OPERATIONS BEGIN.
17. SHALL BE ACCOHPLISHED ON ALL SLOPES IATELY UPON COHPLETION OF ANY SLOPES APRIL 1. PRIOR TO ANY PLANTING. ALL BY THE PLANNING OEPARTHENT AT THE BY SEPARATE LAHDCSAPE PLAN.
18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBHITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL 72 HOURS PRIOR TO THE BEGINNING OF~.
GRAPHIC SCALE 1 "=60'
' 0 60 120 180
EXISTING EASEMENTS PER MAP 16605
(l> 2' IIIIE &'.HE EASEJIENT. FEC. lo.eeER 24. 1930. BK. 1668. P. 364 IF IEEL5. WA Tl/15 L01) (g; NIA. CFF-5ITE JFFF:CTNi IEifHUUm LOTS
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@ NIA. CFF-5ITE JFFF:CTNi IEifHUUm LOTS
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LOT 7 450 BELL RANCH ROAD (DRP24-008)
PRELIMINARY GRADING-PLAN
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LEGAL DESCRIPTION LOT 7 IF 11N' /lJ. J66C5 Fil£D IN 11£ CFFJI:E IF 11£ aJMY FBIHB1 IF s»I D.!EGD co.MY, 3/18/24.
A.P.N.
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OWNER/APPLICANT PNmE119/lP
9./ITE 200
TOPOGRAPHIC SURVEY 6BERATED BY AElWL AID liWJ SHJT IE7!lilS. &UIEIEIJ IN 2016. 2017 & 1151:0 I..Al£T 5UI1Bl & ASSOC. CJlil'E CA 92!XJ7
12 ZONING INFORMATION GEIE1W. FUN CESIGNUI£lt l.JI:: NINIHM PARE. SIZE: 1'.000 SF SITE ADDRESS 450 IE.I. IWCH RONJ St'.LINA l£AQi CA G,075 LOT INFORMATION LOT 7 OF fX:EAII IWCH ESTATES 25,401 SF (0.58 AC/ 6R'.lSS/IET
PARKING INFORMATION
f£lll1FED: 2 FffPCEED: 3 IN ATTAD£D &4'W£
REFERENCE DRAWINGS 11N' 1749 ;.,383:)
sasR-391
CG-3181
11N' 16605
/£I9/T: PER a:tE 17 20.D30.S
EARTHWORK QUANTITIES:
It 9'lA!Jl16 ASSOCIATED III1H Fm.ECT: 140 CY aJT (ST(FMIATcll BASIN =.IVATlll'II & 0 CY FILL X: EXC4VATICH Fm FOOTNB 200 CY±
~ FEWJVAL/FEJXN'ACTICJI FC1l !UBS: 0 CY±
Z: TOTAL !¥W)ll,6: 340 CY
TED FC1l PEIHIT PIJPOfES (IN FUlE lll.UES CH:.Y. DN A Tl£l1£TICAL BASIS. TOOO!iEfMiD!HIIH<NE IMPERVIOUS AREA TABULATION TOTAL EXISTIHS I/ffRYI0.6 NEA CII-SI1E: 0 SF TOTAL PFa'O!£IJ IH'ERVIWS NEA CII-SI1E: M5B SF 1£7' IID£ASE IN I/ffRYI0.6 N'EA:
ABBREVIATIONS
AC -T caaE1c M'FOOX ~1E
WORK TO BE DONE THE I!FllDVE'HENTS CDHSIST IF THE FOLLDIIING ll!l/lK TD BE DONE ACCORDING TD 1IESE Pf.ANG AnJ THE LA TEST EDITIDHS OF:
STANDARD SPECIFICATIONS (J) STANDARD SPECIFICATIDHS FDR Ptfll.IC ll!l/lKS CDHSTRUCTION INCLWING THE REGIDHAL st/PPLDENT S. (2) CALIFDFWIA DE'PARTHENT OF TRANSPDR CONTROLS FDR CDHSTRUCTIDN AnJ HAI (3) STATE OF CALIFDFWIA. DE'PARTHENT OF SPECIF I CA TIDHS
STANDARD DRAWINGS
(1) SAN DIE'GD REGIDNJ.L STANDARD DRAHINGS (2) STATE OF CALIFDFWIA. DE'PARTHENT IF TRANSPDRTATIDN STANDARD Pf.ANG LEGEND
ITEH CESCRIPTIDN
8"111'5 IM/1. AT FINIS/ 9WE SI.BJIVISICJI /DNJARY
a.
DH
EG
a.
EX
FS
FG
FYS8
Fl.
If'
If
LF
MAX #AXDUI HIN ll1NDUI trEll t1I (B(1fR EADl lllY R.
PfJ1'
P.ll
PVT
RIN
RYSB
SD S11DICllA11/ fUBJSIJ/01BJJIEGll1IALSTJNJlllJC1WalG
SF
ss
SYSB
TB
TC
lF
Tl1
1WT
Tl/
Tltllfl,
Tri'
llP OF am llP OF FENE llP OF Sll1E llP OF FOOTillJ llP OF IIN.L llP OF IM/1. AT FINIS/ 9WE Tl!'ll:AL UTILITY NOTE:
LOT LIIE
JllJAW{TFfa/ERTYLllE
FfU'OSED5:lll40(5
CENTE'1UIE IF RIGlfT-<F-HAY
FD(
EXIST11E !PUT B.EVATICJI
EXIST11E a:HT11.l1
EXISTII/G 1/Alcll HAIN
EXIST11E SEIER HAIN
EXIST11E !PUT El.EVATIII/
PR'.RJScll Sf{)T El.EVAraw
PR'.RJScll a:HT11.ll
FfU'OSED WD..011/G FOOTffiINT
IFS XXX.!00
FS XXX.XX
--187---
----- P,'C DRA.l7-l4GE' PIFE /SIZE PER FUN/ --------------· DRA.l7-l4GE' DIFECTIDN
DRA.l7-l4GE' Dimi
PCC PAVIIIG
BIC1£1ENTIDNBASIN
SITE HALL PER rmERS
3• ,mu; C£m.E RIP-fW'
FEICERPERUNB:N'E'
LIHIT IF PNJ PER sasR-391
LIHIT IF PNJ
a• P,'C SEIER HAIN PER CG-3181
6" WATcll HAIN PER CG-3181
=>=>
1" P,'C WAJE1! SERVICE PER CG-3181
1• P,'C FIi£ SERVICE PER CG-3181
4• SEIER LATERAL PER CG-3181
lnLED a.Fe PER CG-3181
DG SifEIIALJ( PER CG-3181
CCX1£TE PER CG-3181
F£T HALL PER Sm£Tl.llAL
LINIT IF !¥W111/G
PVT FCJlCE SEIER PER DTIERS
PVT !BER PIH' PER DTIERS
is• P,'C FCJlCE SD llJl1.ET
SHALL DESIGN. CONSTRUCT. AHO HAINTAIN ALL SAFETY ING SHORING. AHO SHALL BE RESPONSIBLE FDR CDNFDRHING STATE. AHO FEDERAL SAFETY AHO HEALTH STAHDAROS. LAIIS @ STaw 1/Alcll CETENTI(N EASBe/T PER 11N' J66C5 FEC. 3/18/24. WA Tl/15 LOT) AREA CALCULATIONS (SEE SHEET A.2) FAR CALCULATIONS (SEE SHEET A.3) UTJLITIES NE /IJCMI TO EXIST IN 11£ NEA. 11£ awmACTCJl IS FEr1J11£D TO TAX£ C1.E Pf£CJJJT1fllARY IEASIIES TO fflJ1Er:T NIY EXISTIHS 1/TILITJES CJl STII.C7l.1ES LOCATED AT 11£ IOl( SITE.
EROSION CONTROL NOTES l.
2. 3.
IIA TER DISCHARGE CONTROL: BEST HANAGEHENT HD IHPLEHEHTED TO HAHAGE STDRH I/ATER FRDH THE SITE AT ALL TIHES DURING IES.
ON AHO SEDIHENT CONTROL: EROSION PREVENTION SHALL GE
LBS/ACRE
2D
50 B
6 7
91 HOST I!4PDRTANT HEASURE FOR KEEPING SEDIHEHT ON AVATION AHO GRADING ACTIVITIES. SEDIHENT CONTROLS S A SUPPLEHEHT TO EROSION PREVENTION FDR KEEPING BE NITIGATED BY INSTALLING CAPE PLAHS AS REQUIRED BY THE OR BY TEl<PORARY EROSION CONTROL NON-IRRIGATED HYDROSEED HIX I/ITH A FIBER HA TRIX APPLIED AT 4 000 LB/ACRE. !I: PURITY I ACRE
7D!1: PLUS
SCARIFIED
50!1: PLUS
4. THE TOPS OF ALL SLOPES TALLER THAN 5• SHALL BE DIKED OR TRENCHED TO PREVENT HATER FLOWING OVER CRESTS OF SLOPES.
5. CATCH BASING, DESIL TING BASINS, AHO STDRH DRAIN SYSTEHS SHALL BE INSTALLED TO THE SATISFACTION OF THE CITY ENGINEER.
6. SAHO BAG CHECK DAHS, SILT FEHCES. FIBER ROLLS OR OTHER APPROVED BHP'S SHALL GE PLACED IN UNPAVED AREAS IIITH GRADIENTS IN EXCESS OF 2%. AS HELL AS AT DR HEAR EVERY POINT WHERE COHCENTRATED FLOW LEAVE THE SITE.
7. SAHO BAGS SHALL BE PLACED ON THE UPSTREAH SIDE OF ALL DRAINAGE INLETS TO HINIHIZE SILT BUILDUP IN THE INLETS AHO PIPES.
8. THE CONTRACTOR SHALL REPAIR ANY ERDOED SLOPES AS DIRECTED BY THE OFFICE OF THE CITY ENGINEER.
9. THE CONTRACTOR SHALL SHEEP ROADWAYS AHO ENTRANCES TO AND FROH THE SITE ON A REGULAR BASIS TD KEEP THEH FREE OF SDIL ACCUHULA TION AHO AT ALL DTHER TIHES DIRECTED BY THE CITY ENGINEER.
JO. THE CONTRACTOR SHALL HATER SITE ON A CONTINUOUS BASIS TD HINIHIZE AIR BORNE DUST CREATED FRDH GRADING AHO HAULING OPERATIONS DR EXCESSIVE HIND CDHDITIDN5, AHO AT ALL TIHES DIRECTED BY THE CITY ENGINEER.
H. IN THE EVENT SILT DOES ENTER THE EXISTING PUBLIC STDRH DRAIN SYSTEH. REHOVAL OF THE SILT FROH THE THE SYSTEH HILL BE DONE AT THE DEVELOPER· S EXPENSE. (J) IHI/ !PN:E EASBe/T PER 11N' J66C5 FEC. 3/18/24.
(//) JO" SllEET !ElICAraw IF IWlXJ Al'EME TO 11£ CITY IF St'.LINA l£AQi PER 11N' J66C5 FEC 3/18/24 WA Tl/15 Lan @ S11EET !EDICATICJI IF IE.I. IWCH RON) TO 11£ CITY IF St'.LINA l£AQi PER 11N' J66C5 FEC. 3/18/24.
EASEMENTS TO BE GRANTED
W PFa'O!£IJ fflIVATE DRAlN<I.£ EASBe/T FC1l 11£ BEJEFIT OF LOTS J llRl.8f B TO EE flWl1ED CJl IESEJl\£D WllffBlll.Y HID/ TfWB'ER IF TITLE. (SEE LOTS 2 & BJ [ID ~~¥/;/~~•!ifBl~.JP/E flWl1ED CJl IESEJl\£D
[g PFa'O!£IJ fflIVATE ~raw EASE/ENT FC1l 11£ 8EJEFIT IF LOTS l llRl.8f 8 TO EE flWl1ED CJl IESEJl\£D WllffBlll.Y HID/ TfWB'ER IF rrn.E. /SEE L01S 2 & 8) FIRST FUX11 FINI1i£11 NEA
TOTAL FINI1i£11 NEA
3-C!R TNCl34&4'W£ Clll'SEJ P!K/1 Clll'SEJ amxm llXH
TOTAL 6RlSS NEA
ENGINEER OF WORK CITY Al'1'ROVEl CHANGES I APPll °"1c RECOMMENDED FOR APPROVAL APPROVED FOR CONSTRUCTION
PASCO LARET SUITER -----&ASSOCIATES
Sat Dllgo I EncNu I 0nngl Courq
PhoneB..2!11.112121-~
---1!'!§_ By:--~~=~==°""" --'"t--_ -_ -_-_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -+.,. -_ -_ -_ ..,..;.., -_ -_ -l-1By: -------------- Drawn By Name: It'. ,l,/STIN SUITER _ Eng._
R.C.E. 68964 Exp: J2L3J.L25
.Ctty- R.C.E._m§__
Exp: ~
,(076 SF
,(076 SF
"84 SF 312 SF 156 SF 454 SF
!iESF
BENCH MARK
6RlSS LDT N£A 25,401 SF
LIVA!U 6RlSS N£A (076 SF Clll'SEJ P!K/1 6RlSS NEA 1$ SF &4'W£6RJSSNEA -,g; SF &4'Wc CEIJXr (200 FT. PER !PACE} -400 SF
~
TOTAL 6RlSS OOD..011/G NEA ,(,628 SF !i345SF
OWNER'S CERTIFICATE
IT IS AGREED THAT FIELD CDIIJITIONS HAY REOOIRE CHANGES TO JIESE Pf.ANG.
T THE DII/ER (DEVELOPER) SHALL HAVE A REGISTERED AL TERA TIDHS DR ADDITIDHS TD 1IESE INES ARE NECESSARY AnJ DESIRABLE' I!FllDVEHENTS.
SARAH HORRELL SHEA HOHES LIHITED PARTNERSHIP
DECLARATION OF RESPONSIBLE CHARGE
DATE
ENGINEER IF E CHARGE DVER TIE BUSINESS C!llRfllT
16-043.
I UIIJERSTAIIJ THAT THE CHECK OF PROJECT DRAHINGS AnJ SPECIFICATIDHS BY THE CITY OF SOLANA BEACH IS CONFINED TO A REVIEH ONLY AnJ DOES I/OT RELIEVE HE OF RESPONSIBILITIES FDR PROJECT DESI BY:
II. JUSTIN SUITER RCE No. 68964 EXP 12/31/2D25 PASCO LARET SUTIER & ASSDCIA TES =AL COMM/88/0N PfERMITNO.
CITY OF SOLANA BEACH DRAWING NO.
PRELIHIHARY GRADING Pf.AN FDR:
LOT 7 OCEAN RANCH ESTATES
450 BELL RANCH ROAD
DRP24-008
SHEET1 OF2
SEWER PUMP NOTES: SEIB! /Uf' CESJGII TD BE FRWllEJ AT = lJl,00/6 PHASc CF Plll.ECT.
A /lUJ IWH.ESS AS'EB£NT #ILL BE l£1a/IIE1J NlJ A 640<Fl.at PFEVENTER CH 1IE LAJERAL JS TD BE ca.sm:.cTED. \ BELL RANCH RD
PERCG-3181
LDT 6
t~ JL I
~I
I ,~~.. I
6 • ~5~, I FG 184.o
• osx ... ~~... r""--=------.
'~,• IE 182..7'5
j ~ - ¾,, ,.
/{)(F - (TYP/
.;:;;;;_ __
I
L-,--------
H10 '541Wli !B1.54' ----r
LOT7
PROPOSED RESIDENCE
750 BELL RANCH RD
FF 184.67
PAD184.0
\
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ENGINEER OF WORK
PASCO LARET SUITER & ASSOCIATES SlnaDtlOO I Enc:Wila I Om'IQ8Co.nr Phonelll!'iU!IIU212 I-~ _I!!i_ By:
Drawn By Name:
R.C.E.
If ,,AJSTTN SUITER °""'' 68964 Eicp: ffU.3l.L2fS
I
I
LOT 7 450 BELL RANCH ROAD (DRP24-008)
PRELIMINARY GRADING PLAN
~~EX llXX KALL
TD/Bl,\IN
(ES 100.7)
1£!.L FWD/ I{) F9I CS-3!B1
FOi
Pl
~i~-&7 JI 6' -· Ll1E CFEX.GIMlE
!B4.51
182.0
• PVC FrHE
~
' 2!,
•. -3;·1RJO<Seax
7G !B4.0 •
(IE re1.31 I
~~ Jt::};{5] F91SBGR-.39J
391
LDIIT"CF/!IANJ11G
--..,._IC_
0 GRAPHIC SCALE
10 CITY AP1'ROVED CHANGES N'P'D DATE
,CllyEnglne«R.C.E.~
1Jo1o: --- Exp: 6/30/24
20 SECTION B-B IDT TDSCILE
TYPICALL WALL CALLOUTS
HltRH4TlC/OI
~o'!f JI! i:fml & camn. 51/ITOi. CF
S'8:JFICATia.s&CET.
IDH'l./JATJNG IU.01
5011- EE.Cll
.HAU.F91ol1LC7lllAL
·EJlA1a
·EJlA1a EE.Cl/
IIJT TD 5C.ILE
FUFS aJSSllESCJlflJ.IILJ
0,1• LCll FUJI CJlIF1!E ffLE C1UllED INTO /ES11llCl'.CJl PI.A7E. -· PIPE l£fl(R( TD I«\£ au 1 POINT CF r:t:NECT1J1i TD A BOX VIA CJlIF1!E 30 • Bia£TENTia/ 19Gl1El3EJ 5011-• LAtal 9WL BE HlN1IUI re• r££P 'SMDY LOIH. 5011- HIX lfI1H ID /0£ 11ilJI 5lr a.AY a:HTENT. 1IE HIX 9WL WITAIN 55lr SAil), 15lr Wf'05T CJl HAFOKXRJ l«.I.Oi NlJ 20% 1lFSIJ1l. FFEE CF 5Tll£S. ~ R:XlTS. l1l 5Dlll.AR lRECT5. NlJ Jll1J FT£E CF lllXlW5 lfi!JS. ff 314• CFlS£D llXX LAtal 9WL BE A H1JIDUI CF 12• M H4Y BE fEEPfi1E.D TD IJ0aSE 1IE 1/FILTRATICH NlJ ~ ABD..ITY CF 1IE £ETAJL BIORETENTION BASIN DETAIL IDT TD 5C.ILE
COMTAL COMMISSION PERMIT NO.
BENCH MARK CITY OF SOLANA BEACH PRELINIHARY GRADING PLAN FOR:
LOT 7 OCEAN RANCH ESTATES
450 BELL RANCH ROAD
Pl
I
DRAWING NO.
DRP24-008
SHEET20F2
V'lATER CONSERVATION PLAN LEGEND
SYMBOL ZONE DESC.RIPT!ON
STREET TREES/ LOv; v;ATER LJ5E
E:UB6LER IRRIGATION
50 5.F. S%
2 BIOFIL TRATION BASINS/ e,;t, 5.F. ~S%
LOfi fiATER tJSE / DRIP IRRl<SATION
I
1 LOT 7
J
NO RECl'CLED fiA TER LJ5E PROP05ED. THE 51TE SHALL HAVE A DEDICATED POTABLE fiATER 51J6-METER FOR HOHEOfiNER
LANDSCAPE Water Conservation Plan
ESTIMATED TOTAL WATER USE (ETWU) WORKSHEET
l1l<! proJt:ct's Estnnatd Total Water C;,e 1;, calcula1c<l us1ng the follomng fonnu!a l:!\\'l!- (ETo_H0,62)[/PFX HAl (!EJ + SL\!]
ETWL' ~ Mawnun1 Apjind Waler ,\lkrAam:c vi plkxn per \Car ETo
Pl
HA
SIA
0 6: ~ C,:,,-,vt:r\,,:,n focrOf !(1 ~'.k-,,,\ per ~qu;w: ii:•A Ii:. - lrrve0tKXl Eflic1em:y (f.ee requm:rmm> m cbrn
CITY OF SOLANA BEACH ESTIMATED TOTAL WATER USE (ETWU) WORKSHEET Line iHydroz:ooe Nurrber (1-4 Be!ov,. use as many tables as necessary Ito c~,e all hydrozones)
0.3 0.3
50 876 I
15 263
0.75 0.81
20 324
10 ~" /'tam Fact<.,,. (lfuta l ,e). Jr,,m
Wl.'Cou;
Oo-MW-\l<xt:rattW~1crL,,·Pklrt.,
Ir,- !l\\ -!!~~\\atcrl ¼'. P:at11<
41 062
2542
MAXL\ll )1 APPLIED \\ATER .\PPLIC\TION ()1A \\A) calculation CTAF [\upotran,piratwn adJustment factor (LLic .55 T<!~t1.kn11::l, 45 lhlll•n:;,1&111rnl 31 682 hETAF x J (l~ET AFJ :-..
Iota! Landscape Ar<'.'.ll loial SI.\
SLA
8,756
I
)!.\WA
. 12,946
1-jATER CONSERVATION NOTES I. ALL IRRIGATION SHAl.L INCLUDE EFFECTIVE AND EFFICIENT fiATERIN<S METHODS UTILIZIN<S HLJNTER HP
ROTATOR LOfi-FLOfi IRRl<SATION HEAD5 AND IN-LINE
DRIP 11JBIN<S.
2. ALL IRRIGATION CONTROLLERS SHALL HAVE A!JTOHATlC
RAIN SHLJT-OFF SEN50R5.
3. ALL PLANT MATERIAL UTILIZED 15 CLASSIFIED AS 'LOfi
OR MODERATE !"{ATER t.15E' BY VVCOL5 (i"iATER tJ5E
CLASSIFICATION OF LANDSCAPE 5FECIE5J.
4. 100% OF THE LANDSCAPED AREA 15 PLANTING ZONE 3,
NA11JRALIZIN<S/TRAN51TIONAL.
5. ALL PLANTING AREAS SHALL RECEIVE REGIJLAR
MAINTENANCE AND MANA<SEHENT DESl<SNED TO HAXIHIZE
HEAL THY <SROfiTH
6. ALL PLANTING AREAS SHALL RECEIVE COMPLETE AND
APPROPRIATE 50IL PREPARATION.
1. ONLY LOfi VOLUME OR 51J651JRFACE IRRl<SATION SHALL
BE USED TO !RR!GATE ANY VEGETATION rilTHIN 24" Of
AN !t-1PERHEABLE SURFACE.
e. PLANTING AREAS SHADED BY aJJLDING5 SHALL BE
AMENDED TO IMPROVE DRAINAGE AND AVOID
REMAINING 1-iET BETHEEN lRRIGAT!ON CYCLES.
Bio-Filtration (typ.) per
civil engineers plans
Wood Yard Fence and Gate
(typ.). See elevation below
Property line
\
LOT 7
r
i
I
I
r
Planting Legend
5YMSOL SOTAN!C.Al.. NAME COHHON NAME
HA TVRE v;LJCOL5
HEIGHT ZON!:: S
,,- "< EXISTIN6, TREES TO BE REMOVED
\ 5EE EXl5TIN<S TREE 51JRVEY. EXl5TIN<S TREES filLL BE HITl<SATED Id filTH (2) STREET TREES PER LOT FOR ~ LOTS
0 STREET J'REE {PR1YATE) - 24n BQX SIZE
LAURU5 NOBILl5 Sv;EET BAY 40' MAX.
BASIN 610::f!LTRATION 6RQUN12 COVER - fl GAL AT 1e,• O&) GAR.EX TIJHJL!GOLA FOOTHILL SEDGE
L
L
i~ L!m,tsor~I
Open Space I
I
Landscape Concept Plan
LANDSCAPE ANP SLOPE EROSION CONTRQL NOTESi I. ALL SLOPES (4,J OR STEEPER) filLL 6E PROVIDED filTH REINFORCED STRAY'\ MATS (SC ISO HAN!JFACTURED BY NORTH
AMERICAN <SREEN, I-000-41,H%5, OR CITY APPROV-cD EOIJALJ.
2. ALL LANDSCAPED AREAS. INCLUDIN6 SLOPES (4d OR 5TEEFERJ THAT ARE <SRADED OR Dl511JR6ED AS PART OF THIS PROJECT
1-"'tlLL BE PROVIDED V'tlTH PERMANENT IRRIGATION TO MEET CITY REOIJIREHENTS.
3. NO OVERHEAD IRRl<SATION SHALL BE INSTALLED filTHIN 24' OF ANY NON-FERMEA6LE 51JRF ACE
4. TREES ARE PROHIBITED filTHIN 10' OF ANY DRIVEfiAY
5. PLANT MATERIALS OVER 50" HT. OR i"ilTHOUT AN e• MINIMUM CLEAR.ANGE ARE PROHIBITED V'ilTHIN STREET INTERSECTION SIGHT TRIAN<SLES.
6. AREAS SHALLOv;ER THAN 5d SHALL RECEIVE 5 INCHES OF BARK HULCH. BIO-FILTRATION BASINS SHALL NOT RECEIVE BARK MJLCH.
A MlNIKJM 5u LAYER OF 1--ULCH SHALL BE APPLIED ON ALL
EXPOSED $OIL SURFACES OF PLANTINS AREAS EXCEPT iURF
AREAS, C-REEPIN6 OR ROOTIN:S 6ROUND C-OVERS, OR DIREC-T 5EEDIN<S APPLICATIONS YiHERE HULCH 15 CONTRAINDICA,cD.
PRIVATE STREET TREES SHALL RECEIVE A 40 5.F. HIN AREA OF BARK HULCH.
1. AL.L SLOPES 4:1 OR GREATER KJST MEET THE FOLLOV'tlNG REQUIREMENTS. THIS APPLIES TO ALL SLOPES EVEN THOSE NOT SHOfiN ON THE PLANS,
A. ALL GRADED SLOPES MIJST BE PERMANENTLY !RRhSATED V'tlTH A CENTRALLY CONTROLLED SYSTEM filTH NO OVER SPRAY.
S. 6ROUND COVERS MJST BE PLANTED FR.OH LINERS OR FLATS
AT !2" O.C-. OR I GALLONS AT IB" O.C.
C. PROVIDE I ONE GALLON SHRUB FOR EACH 100 5F OF SLOPE
AND ! FIVE GALLON SHRUB FOR EVERY 200 SF OF SLOPE.
D. PROVIDE TREES ON ALL SLOPES AT A RATE OF ONE 15
<SALLON TREE FER 500 SF OF 5LOFE ON ALL 5LOFE5 5' OR
iSREATER VERTICAL HE!iSHT. ON ALL SLOPES B' OR GREATER
VERTICAL HEl6HT, PROVIDE ON 15 GALLON TREE PER 500 SF
OR SLOPE PLUS ONE 5 iSALLON TREE PER EACH LOOOSF OF
SLOPE.
E. REINFORCED STRAfi HATS (SC 150 MANLJFACTVRED BY NORTH AMERICAN GREEN 1-000-415-!<qf:,5 OR CITY APPROVED) t/4..JST BE INST ALL.ED ON ALL SLOPES Sd OR GR.EATER.
B. TREE ROOT BARRIERS SHALL BE INSTAL.LED t"'iHERE TREES ARE PLACED HITH!N 5 FEET PAVED 5JJRFACE5 IMPROVEMENTS
INCLUDING r'i.A.LKS, CURS5, OR STREET PAVEKENT ROOT !3ARR!ER5 r"l!LL NOT BE v,iRAPPED AROUND THE ROOT BALL. ROOT
!3ARRIER5 SHALL BE 'BIO-BARRIER. ALL STREET TREES SHALL RECEIVE ROOT BARRIERS.
'1. FRONT AND REAR YARD LANDSCAPING SHALL BE !NSTALLED SY PRIVATE HOMEOHN::R.
1 <o
Wood Side Yard Fence & Gate NTS
Existing Natural Landscape
in Open Space to remain
undisturbed
MINIMUM TREE SEPARATION
DISTANCE HINIHUH DISTANCE
IMPROVEMENT TO STREET TREE
TRAFFIC Sl<SNAL, STOP Sl<SN 20 FEET
UNDER<SROlJND UTILITY LINES 10 FEET FROH C.L.
ABOVE <SROLJND UTILITY 5TRtfCTVRE5 B FEET
(TRAN5FORHER5, UTILITY POLES. ETCJ
FIRE HYDRANTS, HAIL BOXES S FEET
DRIVEr"IAYS
STREET Ll<SHTS
!NTER5ECTIONS
North
10 FEET
IS FEET
25 FEET
! am fam1har w1th and agree to comply with the requirements for landscape improvements as described m City of Solana Beach Ordinance 467 ~ Water Efficient Landscape Regulations, Sec 17 56 SBMC and tne Landscape Manual This plan has been prepared m comp!Jance with those regulations I cemfy that the p!an implements the regu!atmns to provide emc1ent landscape water use
ate
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DATE, "l/16/2O24
DRAfiN BY, JH/BG
.JOB NUMB!=R,
FIL!=,
REVISIONS,
2IO'i8
0 OF SHEETS
14'-T'
BEDROOM 4
BEDROOM 3
iii
iii
l,'-6"
' MORNING ROOM
DINING
BEDROOM 2
X
;:e,AR GARAGE ,,,/- IO'-l'GtE. -.......
c::::J c::::J
104'-6'
12'-0'
CVRD.
OUTDOOR ROOM 10'-!'a.&.
DEN/LIBRARY
GREAT RM.
c=J
ENTRY
10'-!'Gl...6.
CVRD. PORCH IO'-l'ClG.
20'-il"
PRIMARY BEDROOM
PRIMARY BA TH IO'-!'ClG.
s
t::,-;:::
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---~-- \
\
ARE.A C.Al..CUl...AilON$
;'.;-G-;.R GI-RAGE
;-C,t-R.&AA~E
ccv~POG:.C!'"
COVERED o..rr:,~o,:t RO~
454 ='"" ~,,: SF
15b SF
-454 SF
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DATE: 0'1/16/2024
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REQUIRED ADU NOTES:
a. THE ADU SHALL NOT HAYE INTERIOR
ACCESS TO THE PRIMARY RESIDENCE
b. THE ADU SHALL ONLY BE USED FOR
RENTALS Of TERMS Of 30 CONSECUTIVE
DAYS OR HORE
e,_ THE ADU Of 550 SQ. FT. OR LESS SHALL
HAYE A HINIHU!vf Of 30-INCHES Of CLEAR
COUNTER SURFACE, A HIN. 18-INCH SINK V'V
A 1.5-INCH DRAIN AND GARBAGE
D ISPOSAL, A HINIHU!vf 5 CUBIC FOOT
REFRIGERATOR AND A H INIH U!vf
TV'lO-BURNER STOVE HARD V'llRED V'llTH
GAS OR A 220-YOL T OUTLET
cl. PER SBHC SECTION 11.20.040(D)(4)(o),
ACCESSORY DV'lELLING UNITS SHALL
PROVIDE A NEV'l OR SEPARATE UTILITY
CONNECTION D IRECTLY BETV'lEEN THE
ACCESSORY DV'lELLING UNIT AND THE
UTILITY. THE CONNECTION HAY BE SUBJECT
TO A CONNECTION FEE OR CAPACITY
CHARGE THAT SHALL BE PROPORTIONATE
TO THE BURDEN Of THE PROPOSED
ACCESSORY DV'lELLING UNIT, BASED UPON
EITHER ITS SIZE IN SQ. FT. OR THE NUMBER
Of ITS PLUMBING FIXTURES, UPON THE
V'lATER OR SEV'lER SYSTEM ; PROVIDED,
HOV'lEYER, THAT TH IS FEE OR CHARGE
SHALL NOT EXCEED THE REASONABLE
COST Of PROVIDING THIS SERVICE. A
SUB-HETER HAY BE ALLOV'lED TO MEET
TH IS REQUIREMENTS.
SHEET INDEX
A.1
SP
10F2
20F2
L.1
A.2
A.3
A.4
A.5
A.6
A.1
A.8
COVER SHEET
GENERAL SITE PLAN
GENERAL GRADING NOTES
PRELIM. GRADING/ SITE PLAN,
DETAILS 4 SECTIONS
LANDSCAPE PLANS
FLOOR PLAN
FAR CALCULATIONS
ROOF PLAN
BUILDING SECTIONS
BUILDING ELEVATIONS
BUILDING ELEVATIONS
ADU FLR. PLAN 4 BLDG. ELEV.
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DATE: 09/1 6/202 4
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OVERALL SITE PLAN
OWNER/APPLICANT
SIEA LDIT/ED FWmERH1P _, 11Wl 9JITE a:x, SN/ CA 92121 150- A.P.N.
SITE ADDRESS «ll--06 fE.L IWDi /ll4D Sll.AH4 EEAOi CA 92075 ZONING INFORMATION GEJERAL FUJI CESIEH4TIC11: LA:: H11IDLII PAFCS. SIZE: 1<000 Ir rEIGHT: FER CClE 17 ZJ=.G PllLlC /ll4D NIJ UTlllTY JJFID,9Bffl; AEVlll&.Y Affm',8J NIJ IHJIIII IEf£(l; Fm Fl'l'EFEN:E. !EE /1IIGS CG-3181 NIJ 5$1;-391. ~ 1//!'1~,.JIJ:i,V:, SFOT FffJVIIED FER 1H 17-15-15.
Affl 298-121-26 HAS fEEN FfRVIlXB. Y Affm',8J FER cm?2-025 NIJ IS IHJIIII IBB1/ Fm Fl'1'EFEN:E CN.Y.
PR£PARED BY:
..
PA~s_c_o_LAR __ ET SUITER & ASSOCIATES Sift DIIQo I EndnllM I Orw,gl CWnty Phcnlll5a.2S.l2121-~
9/17/2024 Pf.SA 1977
ENERAL NOTES APPROVAL OF THIS GRADING PLAN DOES NOT CDNSTIIVTE APPROVAL OF VERTICAL OR HDRIZDHTAL ALIGHIIEHT OF ANY PRIVATE ROAD SHOHN HEREIN FDR l'tllt.IC RDAD /U1POSES. FINAL APPROVAL OF THESE GRADING PLANS IS SIS.ECT TD FINAL APPROVAL OF THE ASSOCIATED I~VENENT PLANS llf£RE APPLICABLE. FINAL CLRl GRADE a.EVATIDNS NAY REQUIRE CHANGES IN T/ESE PLANS. . IHPDRT MATERIALS SHALL BE LEGALLY DBTAI/ED. . A SEPARATE PERHIT FRDH THE CITY ENGINEER HILL BE REQUIRED FOR ANY I/ORK IN THE PC.llt.IC RIGHT-DF-HAY. . ALL SLOPES DVER 11-FIEc (3) FEET IN HEIGHT SHALL BE LAIDSCAPED AID IRRIGATED.
THE CDHTRACTOR SHALL VERIFY THE EXISTEIICE AID LDCATIDH OF ALL UTILITIES BEFORE CDHIIENCING I/ORK. NOTICE OF PROPOSED I/ORK SHALL BE GIVEN TD THE FDLLDHING AGENCIES:
I.KIERGRO(.WS.A. 811
. TIE SDILS REPORTS SHALL BE PROVIDED AS REQUIRED BY TIE CITY OF SOLANA BEACH PRIOR TO ISSUANCE OF A GRADING PERHIT APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY I/ORK OR GRADING TO BE P£1IFORHED UNTIL THE PROPERTY DIRER• S PERHISSIDH HAS BEEN DBTAIIED AND A VALID GRADING PERHIT HAS BEEN ISSUED.
THE
THE
JC
1. ALL MAJOR SLOPES SHALL BE RCXHJED INTO EXISTING TERRAIN TO PRDOOCE A CDHTDC.f/ED TRANSITIDH FRDH CUT OR FILL SURFACES TD HATLflAL GROUND AID ABUTTING CUT OR FILL SURFACES.
TY.
3.SLOPE RATIOS: CUT 2: 1 FILL 2: 1 CUT: 140 CY FILL: 0 CY EXPORT: 140 CY REHEDIAL GRADING; 0 CY± REHOVALIREC()HPACTIDH =T k5rso/TE VALID PERHIT HUST EXIST FOR DFFSITE Ilf'ORT OR •• THE QUANTITIES ESTINA TED ABOVI: ARE FOR PERHIT PlllPOSES DNL Y AID SHW.D NOT BE USEO FOR CDNSTRUCTIDH BIDS. CONTRACTORS ARE RESPONSIBLE FDR THEIR OIRI EARTHIIORK QUANTITIES.
SUBHITTED FOR APPROVAL.
6. THE CDHTRACTOR SHALL NOTIFY THE CITY OF SOLANA BEACH 858. 720.2470 24 HOOOS BEFORE GRADING OPERATIDNS BEGIN.
7. FINISHED GRADING AID BE ACCCH'LISHED DH ALL SLOPES PRIOR TO DCTDBER 1, OR IJPDH CO#PI..ETIDH OF ANY SI.OPES GRADED BETHEEN DC 1. PRIOR TO ANY PLANTING. ALL I.ANOSCAPING SHALL PLANNING DEPART/ENT AT THE DEVEJ.OPIENT REVIEH STAGE; OR BY SEPARATE LANDCSAPE PLAN. . ALL OFF-SITE HAIL ROUTES SHALL BE SUBHITTED BY THE CDHTRACTOR TD THE CITY ENGINEER FOR APPROVAL 72 HOOOS PRIOR TD THE BEGIM/ING OF IIORK. . IJPDH FINAL CCWPLET PRIOR TO FINAL AS AS-GRADED CERT UNDER PERHIT No. CDHFOR/WICE HITH THE ATTACHED AS-GRADED PLAN". DATE AID SIGNATll'IE OF THE GRADING OPERATIDH.
THE
BY M A
CTOR SHALL DESIGN. CDNSTRUCT. AND 1'AINTAIH ALL SAFETY IXJING SHORING. AID SHALL BE RESPONSIBLE FOR CDHFDRHING STATE, AID FEDERAL SAFETY AND HEALTH STAlllARDS. LAHS DNS.
EROSION CONTROL NOTES CDHTRDL: BEST HANAGEHENT TO HANA GE STDRH HATER TE AT ALL WES DURING VENTIDH SHALL BE FOR KEEPING SEDIHENT DH TIVITIES. SEDIHENT CDNTR!X.S IDH PREVENTIDH FOR KEEPING NDH-IRR I GA TED HYDRDSEED HIX WITH A FIBER HATRIX APPLIED AT 4. 000 LB/ACRE.
LBS/ACRE :C PURITY/ACRE SEED SPECIES
2D 70:C Pt.US A TRI Pt.EX BI..AUCA 50 PLANTAGE II/SULJ.RIS 8 ENCELIS FARINOSA 6 SCARIFIED LOJCUS SCOPARIUS 7 50:C Pt.US EXCIISCIIOL TZIA CALIF. 91 4. THE TOPS OF ALL SLOPES TALLER THAN 5 • SHALL BE DIKED OR TRENCl£D TO PREVENT NATER FLDHING OVER CRESTS OF SLOPES.
5. CATCH BASINS. OESILTING BASINS. AID SJCDRH DRAIN SYSTEHS SHALL BE INSTALLED TO THE SATISFACTIDH OF THE CITY ENGINEER. 6, SAND BAG CHECK DAllS, SILT FENCES. FIBER RDLLS OR OTHER APPROVED BHP' S SHALL BE Pt.ACED IN UWA Vl:D AREAS #ITH GRADIENTS IN EXCESS OF 2Z. AS t/ELL AS AT OR NEAR EVERY POINT HHERE CDHCfiNTRA TED FLDH LEA VE THE SITE.
7. SAND BAGS SHALL BE Pt.ACED DH THE UPSTREAH SIDE OF ALL ORAIHAGE IILETS TO HINIHIZE SILT BUILDUP IN THE INLETS AID PIPES.
B. THE CONTRACTOR SHALL REPAIR ANY ERODED SLOPES AS DIRECTED BY THE OFFICE OF M CITY ENGINEER.
9. THE CDHTRACTOR SHALL SIIEEP RDADHAYS AID ENTRANCES TO AID FRDH M SITE DH A REG!LAR BASIS TO KEEP THEH FREE OF SDIL ACCIMLU TIDH Al#J AT ALL OTHER WIES DIRECTED BY THE CITY ENGINEER.
10. THE SHALL NATER SITE DH A CONTIHUOUS BASIS lll HINIHIZE AIR T CREA TED FROH GRADING AND HAILING OPERA TIDNS OR EX ND CONDITIONS. AND AT ALL TIIIES DIRECTED BY THE CITY ENG
11. IN M EVENT SILT DOES ENTER THE EXISTING PUJLIC STDRH DRAIN SYSTEH. REHOVAL OF M SILT FROH M THE SYSTEH HILL BE DONE AT THE ~
DEVELOPER"S EXPfHSE.
GRAPHIC SCALE 1' •10'
..-..r-n 10
PASCO LARET SUITER & ASSOCIATES Bin Dlllga I Enc:tnlllle I 0rrql 0cuq'" Phanl85UflUl212 I-~
.,,.. __ _ GRAPHIC SCALE 1 "=60'
0 60 120 180
EXISTING EASEMENTS PER MAP 16805
(11 2' ll1IE 1Di&E EASBEHT. IE . NDVElfBl 2.( l!l31l 8<. 1615!!. P, 364 OF lmlS. @ H/A. DFF-sITE AFFECTING IEllfflDR1H'/ LOTS
® mm-75-= ~~~JS Im.
@ H/A. DFF-SITE AFFECTING IEllfflDR1H'/ LOTS
@ AS ~rn,;~~~
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@ STIRI ltAIDl IETENTIDH EASSefl" FER H,11' 1E6C5 IE. 3/18124. (l; /FEN 5WE EASSefl" FER H,11' 1E6C5 IE. 3/18/24.
® !fux..=wff?:t~ ':eoo,w'~/~.7° uJJf fifl1 ffn
@ S1l'EET fEDfCATI!W DF !El. IWDI lllAD lll 11£ CITY DF roJNA BEACH FER H,11' 1E6C5 IE. 3/18/24.
EASEMENTS TO BE GRANTED
IA] ~~JTEoca::~~fnlfTS
lFWB'!'RDFTIT!.E.
Im ~i~~~r.rl&~ - C11 -
[fl ~ ffi!VATE 11JU&<TI!W EASSefl" FCR 11£ /EIEFIT DF LOT5111Rl(,8;8Jll!E"ElW{IH)C11/£1rR\'EDcrN:l.fffiNTLY #ITH 1FWB'!'R DF TITLE.
KEY MAP SCALE: 1 "•60'
LEGAL DESCRIPTION LOT 8 DF H,11' ND. 1E6C5 FIJ.ED IN 11£ DFFrrE DF 11£ a:J.N1Y ll:aRBI CF SNI rua;o aJRTY, 3/18/24.
A.P.N.
298-121-76
OWNER/APPLICANT PARTIERSHIP
SUIIF. 2DO
TOPOGRAPHIC SURVEY -TED BY AERIAL IHJ HAllJ 911T l£1Hll!( &111BED IN 2016. 2017 & PASW LARET SUIIDl & ASSX. lR!l'E CA !12!XJ7 12 ZONING INFORMATION - FUN ~TRn LR:: H1NI!f..H PJHB. SIZ£ 1.(000 SF SITE ADDRESS 442 & 444 !El. IWDI lllAD roJNA /£Aat CA 920/!i LOT INFORMATION LOT 8 CF IXEAN IWDI ESTATES 3!;101 SF (0.81 AC) 6fCSS/IET PAR~NGINFORMATION
-= 2 Al'.Rl5m 3 IN ATTAD-ED &IRAGE
REFERENCE DRAWINGS H,11' 1749 PH 3B3l SIER-391
CG-3181
NAP 166C5
IEJJ1/T: FER axE 17.20.030.G
EARTHWORK QUANTmES:
It GRADD6 ASSOCIATED I/ITH FJnECT: 140 CY aJT (STCRf(AIDl BASIN EJa:AVATlll'C & 0 CY F1l.L X: EXtAVATIOI Fm FOOTDm 200 CY:t
Y: IBCJVAL/IEOPACTJ!JI FDR s.ABS: 0 CYt
Z: TOTAL EfWJIJI,: 340 CY
ADU EARTHWORK QUANTITIES:
It GRADD6 ASSOCIATED I/ITH FJnECT: II/A !EE AOOVE
X: EXCAVATRW Fm FOOTIH3S 50 CY:t
Y: IBCJVALl!EOl'ACTJ!JI FDR s.ABS: 0 CY±
Z: TOTAL EfWJIJl3: 50 CY
--
ESTI1'ATEIJ FDR Fe'HIT FIR'OriE5
CIN FUCEJ l'tl.tlES au. TED /Ji A TIEU£TICAL BASlS. VIIIY/lETOaisaMiD9mN<AGE IMPERVIOUS AREA TABULATION TOTAL EX1ST1NG IlffRVI/lJS Na a;.sITE: 0 SF TOTAL ~ IlffRVI/lJS Na a;.sITE: 5.Hl3 SF l£T JN:FEA!E IN IlffRVI/lJS N£A: M73 SF
ABBREVIATIONS
AC -TCXKIETE AFRm AffRl\'.llMIE
WORK TO BE DONE TIE I~VENENTS CDNSIST OF M FOLLDHING I/ORK TO BE DOIE ACCORDING TO MSE Pt.ANS AID TIE LA TEST EDITIDNS OF:
STANDARD SPECIFICATIONS (1) STANDARO SP6 INCLIXJING (2) CALIFORNIA CONTROLS FOR (3) STATE OF CAL SPECIFICA TIDNS
STANDARD DRAWINGS
11) SAN OIE&O REGIDHAL STA/DARO DRANINGS (2) STATE OF CALIFORNIA. DEPART/ENT CF TRANSPORTATIDH STANDARO PLANS LEGEND
ITEJI DESCRIPTIDH
8l!FB - AT FINIS/ EIWE SL8JIVISJ!11 BO.HJARY
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--- PVC £R41N46E PIPE (SIZE F£f/ PL»ll --------------·
lJll.1NAGE D11ECTIDH
lJll.1NAGE DIT111 ==>==> TIJ' IF - AT Fil/19/ EIWE TYPlOC PCC PAVIJ6 811J'E1'E11Tll11 BASIN
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6" IIATBl IQ.IN F£f/ CG-3181
1" PVC IIAIDl !£RVI(E F£f/ CG-3181
1" PVC FIFE !£RVI(E F£f/ CG-3181
4" 5clER LA l'ERAL F£f/ CG-3181
/UL.ED ClR1 F£f/ CG-3181
DG SJlBIALK F£f/ CG-3181
CDlJ£TE F£f/ CG-3181
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1.5" PVC FrR:E SD Cll1I.ET
UTILITY NOTE: UTlLITlES NE - TO EXISr IN 11£ Na. 11£ Cl1l11W:TtR IS FE1IJifED TO Tl/IE Cl£ PfECAUTI(IIIIIY IEASl.FES TO FflJ1EI:T ANY EXISTl1l1 UTll.ITIES C11 snu:J1IES LOCAIED AT 11£ Jm< SIIE.
OWNER'S CERTIFICAlE r_,_r,p.,..,-,,cm= ... ...,..,...,,~ AREA CALCULATIONS (SEE SHEET A.2) FAR CALCULATIONS (SEE SHEET A.3) lESdlJa'D ™ kJiial1ti!£ 1f£!E R.N6 DllETJIJI HIIH HY fill CIHENT. I FU.LY TE1JIS IHJ aHJlTilll5 (D{TAJJED l£lE1N 1HISmAOJJ6FUN. FIRST FLJm F1NIS-ED Na TOTAL F1NIS-ED Na
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69J SF 37 SF 610 SF
gms LOT Na
LIVAa.E gms Na COlflBJ PCFOI gms Na GN/AGEglJSSNEJ.
GA/lA!E" CEru:T !200 FT. FER 9?ACEJ
3!;101 SF
.(184 SF 29 SF 691 SF
--400 SF
IT IS JIHED 1™T FlELO aHJITICNS IIAY f£WIFE awa5 TO 1IElE Ff.N6, TOTAL gms Na !!522SF
584 SF
TOTAL gms ElJ.ll.D11,6 Na .(504 SF
N1J FINISl£D Na ALL~ 5.830SF
N1J LIVAa.E gms Na CE'XEWTJ 584 SF
SA/WIIDml. lll!E 9-EA IDES UHI7ED PNm£/5fIP
DECLARATION OF RESPONSIBLE CHARGE
k Frll mts ™· lliiT I 11£/ESI9/DF11£Fm.Er:T~
Ml) F!UESSJI16 C1lE. IHJ 11£ STNDNDS MlJ 11£ CITY DF
I IN:ER5TIHJ 1™T 11£ 11£ CITY DF SLW IEJDI IS WF1J6J TO A IR.lE\£ IE CF 1E9'1'.1,SI811.ITIES Fl11 BY: --H-.-J.STIN==9JITER=~----ATE:
IUi: ltl. - e,, 12/31,a\25 PASaJ LARET 5UT1Bl & ASSa:LITES C04STAL COIIMiSSION PERMIT'NO.
CITY OF SOLANA BEACH
LOT 8 OCEAN RANCH ESTATES
442 BELL RANCH ROAD
DRAWING NO.
DRP24-009
SHEET1 OF2
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PASCO LARET SUITER & ASSOCIATES a., Dilgo I l:ft:rftlll I OrW'IQIICclJr4, Phc:Nl5USt.lZ12 I WWW~ ~
ENGINEER OF WORK
LOT 8 442 & 444 BELL RANCH ROAD (DRP24-009)
PRELIMINARY GRADING PLAN R.
APN 29B-440--3JL 617 Siffi!SA ST 6' IIXlJ FEllE
' Pell UNEt:JF£ -~l
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LOTS
PROPOSED RESIDENCE
442 BELL RANCH RO
FF185.17
PAD184.5
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OOIIIISRX/T (1i'PJ
PRELIMINARY GRADING PLAN
g;)J,£1 ... 10'
CITY APPROVED CHANGES N'l'tl DATE
I
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I STEP 111 GNWE.
I
RECOMMENDED FOR APPROVAL APPROVED FOR CONSTRUCTION
_I!!L_ By:--------°""'' _t---------------+----+-----<By: ------------- or-By Name: W JJSTIN SUITER _Eno,,_ 'Clty~ R.C.E.~ R.C.E. 68964 Elcp: i.2£31L25 e.p:....§&!1m..
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(TC 195.4:IJ
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cac oo
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TYPICALL WALL CALLOlJTS MJT TO SCALE
~~~! CITY A."ml',13J El1JIV.
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Los· LCJI FLCJI CJUFICE lilE CIUL1.EDX: IES1Rlt7D'I IUJE. PEFF. PIPE IETl«H< 7ll Ill\£ au 1 ff)JNT fF CIH£CT1l1I TO A 00/C VIA CJUFICE' III< --son.• • £HP "SNlJY UWI" MJ /0£ 71WI S a.A rxNTAJN 6S SW\ CJl/WDKXRJl(.lC'1AM:l SmES.S11.H'S.lmTS. ca.errs. AM, N..!1J Fl£E (F .. 3/4" auHD FOO( LA!al 9W.L IE A HJH1JU4 fF 12• aJT l«Y IE CEE'flED 7ll 1JD'E)!£ 11£ 1H'JLJP.17II1< AMJ STtJl4GE A6IUTY <F 11£ LETAn.
BIORETENTION BASINS A & B DETAIL IDT 7ll SCALE
SEWER PUMP NOTES: 5EJER RH' CESIG'/ TO IE ffill'llEl AT W.STFU:TIII< l1lOOMl FfllSE fF Ffn.ECT.
A l«D HIFH..ESS A6fEBENT >f1LJ. IE FE1FIJ1FED AMJ A BAa<FI.CJI ~ C1I 11£ LAl'ElW. JS TO IE W.STFU:TED. ~AL COMM1SSIONPERMITNO.
CITY OF SOLANA BEACH DRAWING NO.
PRfLIHI/WlY GRADING PUN FDR:
LOT 8 OCEAN RANCH ESTATES
442 BELL RANCH ROAD
DRP24-009
SHEET20F2
LOT 8
L_
I
Y'lA TER CONSERVATION PLAN LE6END
SYMBOL ZONE DESCRIPTION
STREET TREES/ LOl"i l"iATER USE
EUBBLER IRRIGATION
I
I
I 1
I 1
AREA
50 S.F.
~2
~ BIOPILTRAT!ON PARKr"iAY BASINS/ 1,18'? 5.F.
LOl"i l"iATER U5E / DRIP IRRIGATION
NO REC.YC.LED l"iATER USE PROPOSED. THE SITE SHALL HAVE A DEDIC-A TED POT ABLE r"iA TER SlJS-METER FOR HOMEOHN!=R
LANDSCAPE
4%
Water Conservation Plan ESTIMATED TDTAL WATER USE (ETWU) WORKSHEET llic prnJect\ Esumated Total Water L"se 1s calculated tblllf! 1!11: fo!IO\Hllf! fonnu!a CIWP-(ETo}(0 62J[(PF X H,\} -(IEJ + SLAJ}
ErWU M11>.mwm ,\ppl:ed Wnte1 At;,,.,.ance in gallon~ ~r }e.11 [To
rr
I!-\
SLA
aet1>epln
062 - Ccr1\e1:;,on factor 10gallons J'.ICl ~quare fo;n
I[ = lmf:i:1011 Effic,e~: {sec rcq.memenb in dunJ
CITY OF SOLANA BEACH ESTIMATED TOTAL WATER USE (ETWU) WORKSHEET 41 0.62
2542
IHydrozcr,e Nea (HA) - 1n square feet 1
0.3 0.3
50 1.189
15 357
0.75 0.81
20 440
10 w~ Plant Fnctor(llatu- (\<")-/mm
lll,COL\'
0 J ~ LW. LiT" \\:ll~f t ~c Pbrn,
{l(,- \\\\. \kdraic \\a:ct lh,; Pbm~
1 (1- H\\ - llsf, \\Jtcr ll'>C Pbnh
MA.Xl\tl -'1 APPLIED WATER APPLICATIO'.\ (~lAWA) calculation [TAF Evapotramp1rat1on adJtt~1mem facwr (u,,e 55 re~iikmiaL 45 non•res1tknt1al 31 682 l{ETAF x ) , 11-CTAF! x
ro11U I rutdscapc Arca fowl SLA
I
I
I
46()
11,703
I
~!AWA
. 17.322
riAIER CONSERVATION NOTES I. ALL IRRIGATION SHALL INCLUDE EFFEC.TIVE AND EFFIC.IENT l"iATERING METHODS UTILIZING HUNTER
MF ROTATOR LO~-FLOl"i IRRIGATION HEADS AND
IN-LINE DRIP 11.16!NG.
2. ALL IRRIGATION C.ONTROLLER5 SHALL HAVE
AUTOMATIC. RAIN 5HIJT-OFF SEN50RS.
S. ALL PLANT MATERIAL UTILIZED 15 C.LASSIFIED
AS 'LOl"i OR MODERATE l"iATER USE' BY f"VC.OLS
(l"iATER USE C.LASSIFIC.ATION OF LANDSCAFE
5PEC.IE5).
4. JOO% OF THE LANDSC.AFED AREA 15 PLANT!N<S
ZONE S, NATURALIZING/TRANSITIONAL.
5. ALL PLANTING AREAS SHALL RECEIVE REGULAR
MAINTENANC.E AND MANAGEMENT DESIGNED TO
MAXIMIZE HEAL THY GROY<TH
6. ALL PLANTING AREAS SHALL REC.EIVE
COMPLETE AND APPROPRIATE 50!L
PREPARATION.
1. ONLY LOr"I VOLUME OR 51.JBSURFACE lRRl6AT!ON
SHALL BE USED TO IRRIGATE ANY VEGETATION
l"ilTHIN 24" OF AN IMFERMEAELE 5URFAC.E.
e. PLANT!NS AREAS SHADED 6Y SJILDINSS SHALL
6E AMENDED TO IMPROVE DRA!NACl'E AND
AVOID REMA!NIN6 V'iET 6ETI"iEEN IRRIGATION
CYCLES.
L.....J
L_
I
LOT 8
Tubular Steel View Fence
(typ.). See elevation below
Existing Natural Landscape
in Open Space to remain
undisturbed
Wood Yard Fence and Gate
(typ.). See elevation below
Tubular Steel Gate to match fence
+ 10' Storm Drain Esmt. - to
) . / receive 3" layer bark mulch
/ \ Property line
Concrete Driveway
.....________ D. G Walk (typ.)
Landscape Concept Plan
LANDSCAPE AND SLOPE EROSION CONTROL NOTES: I. ALL 5LOf'E5 /4,1 OR STEEFERJ l"ilLL BE PROVIDED l"ilTH REINFORc.ED 5TRAl"i MAT5 (SC ISO MA~JFAC.TURED BY NORTH AMERIC.AN GREEN, l-80O-41S-1%5, OR C.ITY AFPROVED EO\JAL).
2. ALL LANDSCAFED AREAS, INCLUDING 5LOFE5 /4,1 OR STEEPER) THAT ARE iSRADED OR DISTURBED AS PART OF THlS PROJECT
rilLL SE PROVIDED ~ITH PERMANENT JRR!ISAT!ON TO MEET CITY REO\JIREMENT5.
S. NO OVERHEAD IRRIGATION SHALL BE INSTALLED l"ilTHIN 24" OF ANY NON-PERMEAELE SURFAC.E
4. TREES ARE PROHIBITED l"ilTHIN 10' OF ANY DRIVEl"iAY
5. PLANT MATERIALS OVER SO" HT. OR l"ilTHOUT AN ti' MINIMUM C.LEARANC.E ARE PROHIBITED l"ilTHIN STREET INTERSEC.TION 51GoHT TRIANGLES.
6. AREAS SHALLOl"iER THAN 3d SHALL REC.EIVE 3 INC.HES OF BARK MULC.H, BIO-FILTRATION BASINS SHALL NOT REC.EIVE BARK MULC.H.
A M!Nlt-1.JM S" LAYER OF t-1.JLGH SHALL BE APPLIED ON ALL
EXPOSED SOIL SURFACES OF PLANTING AREAS EXCEPT TIJRF
AREAS, C.REEPING OR ROOTING GROUND C.OVERS, OR DIREC.T
SEEDING APPLIC.ATION5 l"iHERE MULC.H 15 C.ONTRAINDIC.ATED.
PRIVATE STREET TREES SHALL REC.EIVE A 40 S.F. MIN AREA OF BARK MULC.H.
ALL 5LOFE5 4,1 OR !SR.EATER HUST MEET THE FOLLO~ING
REQUIREMENTS. THIS APPLIES TO ALL SLOPES EVEN THOSE NOT 5HOl"iN ON THE PLANS,
A. ALL 6RADED SLOPES HUST 6E FERHANENTLY !RR!iSATED H!TH A GENTRALL Y CONTROLLED SYSTEM ~!TH NO OVER SPRAY.
B, &ROUND G-OVERS t'-1.IST BE PLANTED FROM LINERS OR FLATS AT !2" O.G. OR I GALLONS AT !EY' O.C,
C. PROVIDE I ONE 6-AL.LON SHRUB FOR EACH 100 SF OF SLOPE AND I FIVE GALLON SHRUB FOR EVERY 200 5F OF 5LOFE.
D. PROVIDE TREES ON ALL SLOPES AT A RATE OF ONE 15
&ALLON TREE PER 500 SF OF SLOPE ON ALL SLOPES 5' OR
!SR.EATER VERTICAL HEIGHT. ON ALL SLOPES 8' OR GREATER
VERTICAL HEIGHT, PROVIDE ON 15 GALLON TREE PER 500 SF
OR SLOPE PL.VS ONE 5 GALLON TREE FER EACH !,OOOSF OF
SLOFE.
E. REINFORCED STR.A.r-1 MATS (SC 150 MANJFACTIJRED BY NORTH AMERICAN GREEN 1-eoo-4iS-IC!b5 OR C.!TY APPROVED) MUST
BE INSTALLED ON ALL 5LOFE5 Sd OR GREATER.
8. TREE ROOT SARRIERS SHALL 6E INSTALLED HHERE TREES ARE PLACED ri!THIN 5 FEET PAVED 5VRFAC.E5 IMPROVEMENTS
INCLUDING Y'i.ALKS, CURSS, OR STREET PAVEMENT ROOT BARRIERS Y'i1LL NOT BE 1-"iRAPPED AROUND THE ROOT !3ALL. ROOT
BARRIERS SHALL SE '61O-SARRIER. ALL STREET TREES SHALL
RECEIVE ROOT BARRIERS.
9. FRONT AND REAR YARD LANDSCAPING SHALL SE INSTALLED BY PRlVA TE HOMEOriN=:R.
Wood Side Yard Fence & Gate NTS
1111111111111111111111!]
Tubular Steel View Fence NTS
Planting Legend MATURE l'Vc.OLS
SYMSOL SOTANIC.AL NAME COMMON NAME HEIGHT ZONE S
TREES
J ,_/
EXISTING TREES TO BE REHQYED
SEE EXISTING TREE SURVEY. EXISTING TREES l"ilLL BE MITIGATED Id l"ilTH (2) STREET TREES PER LOT FOR q LOTS
f\ ..STREET TREE {PRJYATE) - 24" eox SIZE t + ),L,',JJRJJS NOBILIS 51"iEET BAY ",{~-•
40' MAX. L
1111
BASIN B!O-EILJFAIION GROUND C,QVER - (j GAL AT 112• O.C) GAR.EX TIJl'-1.JL!GOLA FOOTHILL SEDiSE L
MINIMUM TREE SEPARATION
DISTANCE MINIMUM DISTANCE
IMPROVEMENT TO STREET TREE
TRAFFIC. SIGNAL, 5TOP SIGN 20 FEET
UNDERGROUND UTILITY LINES 10 FEET FROM C..L.
ASOVE GROUND UTILITY STRUCTURES 8 FEET
/TRANSFORMERS. UTILITY POLES, ETC.J
FIRE HYDRANTS, MAIL BOXES 5 FEET
DRIVEY'iAYS 10 FEET
STREET LIGHTS 15 FEET
1NTERSEG-T!ONS 25 FEET
I am familiar with and agree to comply with the requirements for landscape improvements as descnbed m City of Solana Beach Ordinance 467 • Water Efficient Landscape Regulations, Sec 17 56 SSMC and the Landscape Manual This plan has been prepared m comphance wrth those regulattons ! certify that the p!an implements the regu!atmns to provide efficient landscape water use pphcant
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DRAY'iN BY, JH/56
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DATE1 09/16/2024
A.B
From:
To:
Cc:
Subject:
Date:
Larry McDonald
Corey Andrews
Clare White McDonald
DRIFT Subdivision
Monday, December 2, 2024 8:41:53 PM
Dear Corey,
We live at Nardito Lane which is just south of Lots 5 and 6 of the DRIFT project.
We are concerned about drainage on this project. We have been told by your office that a "swale" will be created that would provide drainage from Lot 5 along the back of our fence line for drainage. We have also been told that vegetation will be planted on the slope behind our fence line. We don't think a swale or vegetation on the slope is adequate drainage. We think there should be a concrete brow ditch that funnels over to the detention pond. We also think the brow ditch should run all the way up to the highest lot which is two lots to the west of lot 5.
Please submit this email to the City Clerk for review during the December 11, 2024 Public Hearing.
Thank you for your attention to this matter.
Larry and Clare McDonald
■
CITY COUNCIL ACTION:
______________________________________________________________________ ______________________________________________________________________ AGENDA ITEM # B.2.
STAFF REPORT
CITY OF SOLANA BEACH
TO: Honorable Mayor and City Councilmembers
FROM: Alyssa Muto, City Manager
MEETING DATE: December 11, 2024
ORIGINATING DEPT: Community Development Department - Joseph Lim, Community Development Director
SUBJECT: Consideration of a Development Review Permit, Structure Development Permit and Conditional Use Permit to
Construct a Replacement Marine Safety Center at 111 S.
Sierra Avenue
BACKGROUND:
The Marine Safety Center (MSC) at Fletcher Cove was constructed in or around the 1940s. In May 2017, a Needs Assessment and Feasibility Study for the MSC was presented to the City Council. The Study determined the best course of action was to replace the existing MSC facility. This item is before the City Council to consider approval of a Development Review Permit (DRP 24-014), Structure Development Permit (SDP 24- 007) and a Conditional Use Permit (CUP 24-003) to construct a replacement Marine Safety Center at 111 S. Sierra Avenue.
DISCUSSION:
As documented in the 2017 Needs Assessment and Feasibility Study, the current layout, size, and functionality of the existing Marine Safety Center (MSC) does not meet the operational needs of the Marine Safety Department. The current building was established in the early 1940s and has served the Marine Safety Department operations. With the growth of the City over the decades, changes in technology that has expanded travel and tourism, and changes in rules and regulations, the Marine Safety Department has expanded its staffing and programs to serve the Solana Beach community and ensure safe and fun public beach recreational areas along the City’s coastline.
Along with the changes in recreation and tourism, there are changes needed in facility requirements for employees and accessibility that reflect the need for a replacement MSC to meet building and operational standards. The replacement process for the Solana Beach Marine Safety Center began in 2017, with a Needs Assessment that Council approved. Extensive community outreach and feedback has led to the MSC plans being revised to reflect reductions in square footage and its placement being moved further December 11, 2024
Marine Safety Center DRP/SDP/CUP
south to provide greater public open/community space, beach access and to address view corridor issues from several private properties and public vantage points. More detailed milestones during the design process are outlined later in this Staff Report.
Operational demands for Marine Safety Staff will only continue to increase as the tourism and popularity of Solana Beach continues to grow. Further, with the initiation of the 50- year Army Corps of Engineers (ACOE) beach nourishment program, the sandy beach and expanded profile necessitate increased visibility, equipment and personnel to ensure safety up and down the City’s coastline. Currently, several pieces of Marine Safety equipment are being stored either outdoors or off-site, and most of the indoor square footage is dedicated to many purposes and conflicting uses. Below provides a list of some of the deficiencies in the current building along with characteristics that a replacement facility would address.
Personnel Areas
Existing Building Proposed Building
One toilet, shower, sink shared between
all staff with only single capacity
Separate men’s and women’s bathrooms
with private entries
Communal locker room and changing
areas that need to be managed for mixgender staffing
Separate men’s and women’s Locker
Rooms with private entries
Kitchen area is multiple use room shared
with first aid treatment and no dedicated
seating or dining area
Dedicated areas for first aid treatment
and supplies, with a separate, dedicated
area for kitchen (food preparation, dining,
and cleaning)
Junior Lifeguard Program
Existing Building Proposed Building
Junior Lifeguard Equipment stored off
site, with two trailers
delivered/installed/removed each season
Dedicated Junior Lifeguard space for
more professional administration
functions, storage, and equipment
accountability
No dedicated meeting room/ briefing
area/training areas; Many training
activities and departmental meetings are
taking place either outdoors or offsite
Dedicated meeting room indoors allows
for important conversations and training
to be conducted indoors in a controlled
space
Operational Functionality
Existing Building Proposed Building
Dispatching staff (watch and observation
from existing MSC) is outdoors under
umbrella; Intense exposure of Staff and
equipment to elements and area shared
with public treatment area for minor injury
(e.g., stingrays) patients
Dedicated, indoor dispatch tower
(industry standard at every other
jurisdiction’s Marine Safety Center) with
privacy to speak on radio, telephone,
VHF without the public overhearing
Parking for vehicles is limited; larger
vehicles have outgrown the garage
capacity and height. Present outdoor
Sufficient area for storage and staging of
up to four emergency vehicles and/or
equipment in the proposed MSC
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Marine Safety Center DRP/SDP/CUP
storage included 2 vehicles along with a
PWC, Equipment trailer housing Dive
Rescue and Rope Rescue Gear
Many other rescue items (rescue boards,
PWC rescue sleds) are also starting to be
stored outdoors
Larger garage areas will alleviate this
problem and allow for all weather
protection of equipment
Currently many rescue, training, and
janitorial supplies are stored in a space
accessed by a vertical ladder
Equipment will be accessed in a safer
manner within the proposed MSC design
Administrative Needs of Department
Existing Building Proposed Building
Second story current office space is
shared between two employees with
limited privacy
Singular or modular office spaces are
possible in new design. Two employees
could work simultaneously without
causing disruptions
The office space is only accessible by
vertical ladder
Many private or confidential meetings
must take place outside of the office due
to someone not being able to access the
upstairs office
No dedicated meeting room or enough
square footage to safely have more than
a two or three person meeting; many
meetings are required to be held in nonprivate settings or off-site Meeting room would support meetings
with employees, members of the public,
or others onsite and indoors
Shared space between office use, file
storage, and personal work areas
Dedicated office space, storage space,
and personal space allowing for manager
work areas and private conversations
Public Use of Fletcher Cove Park and Beach
Existing Building Proposed Building
No public restroom for treatment; first aid
treatment area is indoors
Dedicated rest room for patients along
with an indoor treatment area
No visibility of park, playground, or
parking lot from dispatch tower
Dispatching guard would be able to see
and observe happenings in park, parking
lot and playground (360 view)
Current footprint blocks the westward
view from boardwalk
New design adds sightlines from Fletcher
Cove Park and more public space for the
park
The proposed project would replace the existing 2,971 square feet of Marine Safety building space with a new 4,309 square foot Marine Safety Center. The subject site is zoned Public Institutional and Open Space Recreation. The portion of the site that the new Marine Safety Center will be located is within the Public Institutional zoned portion of the site. The properties to the north are zoned Open Space Recreation and Medium Residential and are developed with the Fletcher Cove Community Center and singlefamily dwellings. Properties to the east are zoned General Commercial and are developed with commercial buildings that house a variety of commercial office, retail and restaurant December 11, 2024
Marine Safety Center DRP/SDP/CUP
uses. Properties to the south are zoned High Residential and are developed with multifamily, multi-story condominium developments and a United States Postal Office.
Table 1 (next page) provides a comparison of the SBMC applicable zoning regulations with the proposed MSC design. Note that the lot size and maximum allowable floor area are only for the portion of the lot that is within the Public Institutional Zone.
Table 1
LOT INFORMATION
Property Address: 111 S. Sierra Avenue
Lot Size (Gross): ~55,000 SF (PI zone portion)
Max. Allowable Floor Area: 110,000 SF
Proposed Floor Area: 4,309 SF
Max. Allowable Height: 30 FT
Max. Proposed Height: 24.6 FT
Highest Point/Ridge: 71.9 MSL
Zoning Designation: Public Institutional (PI)
Open Space Recreation
(OSR)
Setbacks: Required Proposed
Front (E) 20 ft ~219 ft
Interior Side (N) 10 ft ~230 ft
Interior Side (S) 10 ft 18 ft 9 in
Rear (W) 0 ft 80+ ft*
*Rear property line is located on the beach below the bluff.
The following outlines the development process and major milestones for the MSC Improvement Project, including key steps and processes taken by the City Council and Staff from October 2018, to January 2024.
• October 2018: The City Council authorized the City Manager to enter into a Professional Services Agreement (PSA) for the preparation of preliminary design plans and permit processing for the MSC Improvement Project. • November 2019: Three design options were presented to the City Council, with one preferred alternative selected for further development. • October 2020: An update was presented to the City Council following refinement of the preferred design alternative based on Council and public input. • April 2022: To assess potential view impacts from nearby residences, story poles were installed for the selected design. Site visits were conducted, and photos were taken from residences that submitted comments about possible view impacts. • February 2023: The City Council reviewed public comments regarding view impacts. After receiving public testimony, the Council directed modifications to the design to reduce these impacts.
• November 2023: A new design option was presented, minimizing the previously identified view impacts while ensuring the safety and functionality of the Marine Safety services could be met. Additional public testimony was heard, and the City Council directed Staff to refine the design further to address community concerns. • January 2024: The tower location and height were determined by the lifeguard Staff through the use of a portable construction lift. This allowed staff to find the December 11, 2024
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furthest east and lowest elevation at which the beach and surfline would be visible while minimizing the silhouette from the public views from the east. The proposed location also provides a consistent line of sight south of the cove, which MSC staff currently does not have yet, while maintaining their line of sight to Tide Park. The revised plans were presented to City Council, who subsequently gave direction to staff to move forward with the formal View Assessment process and story poles for the design presented on January 24, 2024.
The process reflects an ongoing effort to balance the needs of the project with community concerns, particularly around preserving views for nearby residents while ensuring the MSC project meets safety and service objectives.
Staff has prepared draft findings for approval of the project in the attached Resolution for Council’s consideration based upon the information in this report. The applicable SBMC sections are provided in italicized text and conditions from the Community Development, Engineering, and Fire Departments are incorporated in the Resolution of Approval. The Council may direct Staff to modify the Resolution to reflect the findings and conditions it deems appropriate as a result of the Public Hearing process.
The following is a discussion of the findings for the DRP, SDP and CUP as each applies to the proposed project as well as references to recommended conditions of approval contained in Resolution 2024-119 (Attachment 1).
Development Review Permit Compliance (SBMC Section 17.68.40):
A DRP is required because the proposed project requires grading in excess of 100 cubic yards and the property is located within the Scenic Area Overlay Zone (SAOZ). The Council may approve, or conditionally approve, a DRP only if all of the findings listed below can be made. If the findings cannot be made, the Council shall deny the DRP.
1. The proposed development is consistent with the general plan and all applicable requirements of the zoning ordinance including special regulations, overlay zones, and specific plans.
2. The proposed development complies with the development review criteria.
3. All required permits and approvals issued by the city, including variances, conditional use permits, comprehensive sign plans, and coastal development permits have been obtained prior to or concurrently with the development review permit.
4. If the development project also requires a permit or approval to be issued by a state or federal agency, the city council may conditionally approve the development review permit upon the Applicants obtaining the required permit or approval from the other agency.
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General Plan Consistency
The project, as conditioned, may be found consistent with the City’s General Plan designation of Public Institutional in the General Plan as it is intended to provide areas for civic and public safety uses. The proposed Marine Safety Center development is consistent with the objectives of the General Plan as it encourages the development of community serving uses which are vested with special public or social importance such as public safety facilities.
Specific Plans and Special Overlays
The property is located in the SAOZ, which regulates development in areas of high scenic value to preserve and enhance the scenic resources present within and adjacent to such areas and to assure the exclusion of incompatible uses and structures. The project, as designed for public safety operations typical and necessary for the City’s Marine Safety personnel, complies with the SAOZ development review criteria wherein the proposed development has been designed to the maximum extent feasible, so as to not interfere with or degrade those visual features, natural or manmade, of the site or adjacent sites which contribute to its scenic attractiveness.
The building characteristics are compatible with the topography, vegetation and color of the natural environment of the designated area and the building and structure placement, does not detract from the visual setting or significantly obstruct significant views of the adjacent areas.
Zoning Ordinance Consistency
SBMC Section 17.32.010 specifies that the PI Zone is intended to provide for civic, public safety, or public utility uses as designated in the Solana Beach General Plan. SBMC Section 17.32.030 outlines property development regulations, which are analyzed below.
Minimum Yards/Setbacks:
Minimum yard dimensions (setbacks) for the PI Zone requires a 20-foot front yard setback, 10-foot interior side yard setback where the property abuts a residentially zoned property and a 0-foot rear yard setback. The proposed project will be constructed entirely within the buildable area of the property. As designed, the project meets all required zoning setbacks.
Maximum Floor Area Ratio:
The maximum allowable floor area shall be 2.0. The existing lot is approximately 55,000 square feet which would allow for up to 110,000 square feet of floor area. The proposed development is 4,309 square feet, which includes an observation area, offices, first aid area, locker rooms, break rooms, garage, storage areas and other spaces to support Marine Safety operations. The proposed project is less than 4% of the maximum allowable floor area for the site.
Maximum Building Height:
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Marine Safety Center DRP/SDP/CUP
The maximum building height for the PI Zone, west of Highway 101, is 30 feet. The maximum height of the proposed project as designed will be 71.9 feet above MSL or
24.60 feet above the existing grade or the certified pad height. As a condition of approval, a height certification will be required, certifying that the Marine Safety Center is in conformance with the proposed design and height approved by City Council.
Relationship with Adjacent Land Uses:
The property is located in the PI Zone. Surrounding properties (north, south and east) are located within the MR, HR and C Zones and are developed with single- and multi-family residences and commercial uses, each of which are developed with multi-story (two and three story) buildings. The property is located on the west of the intersection of Plaza Street and Sierra Avenue. The proposed two-story project is compatible with the scale, bulk and massing with existing surrounding development and is less than 4% of the maximum allowable floor area.
Building and Structure Placement:
The proposed project includes the removal of the existing 2,971 sf of marine safety facilities and the construction of a new two-story marine safety center which includes an observation area, first aid room, locker rooms, offices, garage and storage and other December 11, 2024
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marine safety support areas. The project is located in the buildable area of the property, generally occupied presently by the existing marine safety facility, and is designed to be a maximum 24.60 feet in height as measured from the existing or proposed grade. This is approximately 7.52 feet higher than the existing building height of 17.08. The proposed observation tower is only 4.72 feet higher than the existing MSC building. The building is proposed to be located on the southern portion of the site. Approximately 592 square feet of the proposed building is located within the same footprint of the existing Marine Safety Center. The remaining portion of the proposed Marine Safety Center is proposed to be developed within the unnatural slope along the southern boundary of the property.
The proposed building is 18 feet 9 inches from the southern property boundary which meets the minimum 10-foot interior side yard setback requirement.
Landscape:
The project landscaping will comply with the water efficient landscape regulations.
Landscaping is limited to planting and hardscape materials that are consistent with the existing low lying planting materials of the existing Fletcher Cove Park and revegetating areas that would be affected by the construction activity. A condition has also been added to require that native or drought-tolerant and non-invasive plant materials and waterconserving irrigation systems are required to be incorporated into the landscaping to the extent feasible.
Roads, Pedestrian Walkways, Parking, and Storage Areas:
The proposed Marine Safety Center contains 4 parking spaces within the new garage/storage area. The outside storage area will be screened from a public view within the central courtyard. No changes to the existing parking stalls or pedestrian walkways are proposed as part of this project.
Grading:
The proposed project will have an aggregate grading quantity of approximately 1,225 cubic yards. Approximately 963 cubic yards of the total grading is for the garage/storage, locker rooms and offices that are proposed to be cut into the unnatural (manufactured) slope south of the existing Marine Safety Center building. The remaining 262 cubic yards of grading would be for the footprint of the proposed Marine Safety Center structure, flatwork and caissons for the project.
Lighting:
A condition of project approval requires that all new exterior lighting fixtures comply with the City-Wide Lighting Regulations of the Zoning Ordinance (SBMC 17.60.060). All light fixtures shall be shielded so that no light or glare is transmitted or reflected in such concentrated quantities or intensities as to be detrimental to the surrounding area.
However, because this is a public facility and supports essential safety operations, the lighting will be similar to existing condition to support evening and nighttime security needs and safety.
Usable Open Space:
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