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Item 4a. 466 Dana Street (ARCH-0329-2022) Construction of 20 Low to Very Low Income Affordable Homes and Rehabilitation of the Historic Rosa Butron Adobe
CULTURAL HERITAGE COMMITTEE AGENDA REPORT SUBJECT: 466 DANA STREET (ARCH-0329-2022) CONSTRUCTION OF 20 LOW TO VERY LOW INCOME AFFORDABLE HOMES AND REHABILITATION OF THE HISTORIC ROSA BUTRÓN ADOBE BY: David Amini, Housing Coordinator FROM: Brian Leveille, Principal Planner Phone Number: (805) 781-7524 Phone Number: (805) 781-7166 Email: damini@slocity.org Email: bleveille@slocity.org APPLICANT: Smart Share Housing Solutions REPRESENTATIVE: Dana Hunter RECOMMENDATION Provide a recommendation to the Planning Commission as to the consistency of the proposed project with the City’s Historic Preservation Ordinance and provide any feedback on the Cultural Resources and Tribal Resources sections of the Initial Study, prepared pursuant to the California Environmental Quality Act (CEQA). 1.0 PROJECT SUMMARY AND FOCUS OF REVIEW The applicant, Smart Share Housing Solutions (SSHS) is proposing the construction of 20 very-low to low income affordable homes ranging in size from 220 to 264 square feet. The project also includes a request for a concession pursuant to California State Density Bonus law for a reduction of parking requirements. The project proposes to rehabilitate the Master List Historic Rosa Butrón Adobe, which includes demolition of portions of the building at the rear of the structure. The project also includes the removal of 12 trees with a compensatory planting plan, and a Mitigated Negative Declaration of environmental impact has been prepared to assess the potential environmental effects of the project, pursuant to the California Environmental Quality Act (CEQA). Housing Accountability and Housing Crisis Act As an affordable housing project that complies with applicable, objective general plan, and zoning standards, the project constitutes a “housing development project” and is therefore subject to a limitation of up to five (5) public hearings, including continued hearings and appeals, under the Housing Crisis Act of 2019 (SB 330). A decision approving or denying the project must be made no later than the fifth and final meeting. (Cal. Gov. Code § 65905.5.) This is hearing number 1 of the 5 allowable hearings. Additionally, the project may not be denied or conditioned in a manner that renders the project infeasible for use as a low, to very-low income housing development project, including through use of design review standards, unless the City can identify specific findings that the project would result in a specific, adverse impact upon the public health or safety and there is no feasible method to satisfactorily mitigate or avoid the adverse impact. (Cal. Gov. Code § 65589.5(d).) Pursuant to the Housing Accountability Act (HAA) the Committee’s recommendation to the Planning Commission cannot include any direction that would reduce the density or number of units, or size. Meeting Date: 10/28/2024 Item Number: 4a Time Estimate: 60 minutes Page 9 of 91 Item 4a ARCH-0329-2022 Cultural Heritage Committee Report – 10/28/2024 Density Bonus Law Although no density bonus is requested, the project is eligible for concessions and waivers in exchange for providing affordable housing under density bonus law. The project includes a concession of development standard requirements to reduce the amount of vehicle and bicycle spaces, which the Planning Commission will take action on with their decision on the overall project. Focus of Review and Alternatives The committee’s purview is to make a recommendation to the Planning Commission regarding the project’s consistency with Historic Preservation Policies, Secretary of Interior Standards, and Historic Preservation Program Guidelines. The Committee may also provide comments on the cultural and tribal resources sections of the Mitigated Negative Declaration of environmental impact. Please note that due to the limitation on the number of hearings allowed by state law on this project, staff has not included continuance of the item as an alternative. As noted above, based on State Law, the Planning Commission will not be able to consider any direction from the Committee that would result in a loss of density (reduction of units) or size of units. Therefore, any comments or findings provided by the Committee to the Planning Commission regarding needed modifications to comply with Historic Preservation policies and standards under the committee’s purview must be limited to architectural features, site layout, roof design, colors, materials, etc., and should be tailored narrowly to what is required to comply with specific policies and standards. 2.0 BACKGROUND Figure 1: Rosa Butron Adobe as viewed from Dana Street Page 10 of 91 Item 4a ARCH-0329-2022 Cultural Heritage Committee Report – 10/28/2024 The City of San Luis Obispo has owned the Master List Rosa Butrón Adobe property since 1989, after acquiring the property as a life estate gift from Ms. Mary Gail Black. The City provides basic maintenance and upkeep to the house and grounds, but the house is currently vacant and is at risk of ongoing deterioration and threats to its long-term preservation. On March 6, 2020, at the direction of the City Council, staff issued a Request for Interest (RFI) document seeking community partners to help the City rehabilitate and re-use the Rosa Butrón Adobe in accordance with program guidance found in the Conservation and Open Space Element (2006) of the General Plan, as follows: 3.6.8 Promote adaptive reuse of historic buildings. The City will, consistent with health, safety and basic land -use policies, apply building and zoning standards within allowed ranges of flexibility, to foster continued use and adaptive reuse of historic buildings. 3.6.9 City-owned adobes and historic structures. The City will preserve and, as resources permit, rehabilitate City-owned historic adobes and other historic structures by aggressively seeking grants, donations, private-sector participation or other techniques that help fund rehabilitation and adaptive reuse. As a result of this process, in September 2021, Council approved an Exclusive Negotiating Agreement (“ENA”) with Smart Share Housing Solutions and the Peace Project that set forth a shared vision between those two organizations for the “Waterman Peace Village.” The City Council further approved an Amended and Restated ENA in February 2024 with Smart Share Housing Solutions only, and the current project scope Figure 2: 466 Dana Site Location Page 11 of 91 Item 4a ARCH-0329-2022 Cultural Heritage Committee Report – 10/28/2024 entails rehabilitation and re-use of the adobe structure with the construction of 20 low- to very-low income housing units on the site. The intent of the ENA is to set forth certain parameters, terms, and conditions precedent to consideration of a long-term lease with Smart Share Housing Solutions for the site that would enable the opportunity to achieve both the City Council’s goals for providing affordable housing (Housing Element Program 6.17) and the rehabilitation and long-term preservation of the Rosa Butrón Adobe. The ENA requires the Cultural Heritage Committee to review the Waterman Village Project in order to ensure consistency with Historic Preservation Policies, Secretary of Interior Standards, and Historic Preservation Program Guidelines. 3.0 DISCUSSION 3.1 Site and Setting The subject property measures 25,264 square feet (.58 acres) in area and is located on the north side of Dana Street, approximately 800 feet southwest of Nipomo Street, within the Downtown Historic District. The property borders Stenner Creek on the north side, The Odd Fellows Hall on the east, Dana Street on the south, and a private residence to the west. The Rosa Butrón Adobe is the only existing structure on the property. Sited towards the center of the property, the vacant adobe is approximately 2,600 square feet, initially constructed in 1860 with numerous alterations and additions over the course of the twentieth century. The original portion of the building serves as the front façade facing Dana Street. A Historic Resource Evaluation Report (HRER) was prepared on behalf of the City by SWCA Environmental Consultants, discussing the history of the property and the adobe . The property’s periods of significance of the adobe is described as from 1860-1926 with an outlying period from 1974-1975 (HRER, page 64), along with the property’s character- defining features (HRER, page 65) as listed below: • Single-story height and rectangular massing; • Rectangular plan with the original adobe construction encapsulated by subsequent wood frame additions; • Prominent front setback from the street with expanse of open space; • Broad, steeply pitched hipped roof with extended, open eaves; • Symmetrical primary façade with recessed porch flanked by two wings; • Extension of the roof along the primary façade to create a porch canopy, supported by regularly spaced wood posts; • Horizontal drop channel siding; • Mixture of deep fenestration openings associated with the original adobe construction and typical wood frame window openings from the late nineteenth and early twentieth centuries; • Double hung wood windows with divided lites and simple sills and trim; • Primary entrance with paneled screen door and dived-lite door; • Secondary entrances with paneled wood doors; • Interior spaces and materials associated with the original adobe construction and transitional period additions, including the main living room (or sala), and immediate adjacent rooms within the main building footprint; and • General rural quality of the landscape with mature trees. Page 12 of 91 Item 4a ARCH-0329-2022 Cultural Heritage Committee Report – 10/28/2024 3.2 Proposed Work Demolition. As part of the scope of the project, the non-historic wood additions at the rear (North side) of the adobe are slated to be demolished. The proposed project takes into consideration those additions to the original Rosa Butrón Adobe that have since gained significance. Specifically, this includes the flanking wings adjoining the central adobe core of the building, as well as the northwest addition, which was constructed ca.1906 and falls within the primary period of significance of the property. Other additions at the rear of the building, which were constructed at a later date, were not found in the historic resource evaluation to have attained significance in their own right, nor has the broader landscape of the property, save for the prominent front setback, which is a character-defining feature. As such, the demolition of the rear additions and the redevelopment of the rear and side portions of the property will not alter any element of the property that has gained significance in their own right. (HRER, page 70) Figure 3: Floor plan from project plans showing the non- historic addition areas to be demolished. Page 13 of 91 Item 4a ARCH-0329-2022 Cultural Heritage Committee Report – 10/28/2024 Adobe Rehabilitation. The Historic Resource Evaluation Report, which evaluated the project proposal and proposed project plans (Attachment A), depict and describe rehabilitation work to be done to the adobe, consisting of: Exterior Rehabilitation • Make the necessary repairs to the adobe in a manner consistent with the Secretary of Interior’s Standards. • Roof–remove the roll roofing, plastic gutters and downspouts and faux chimney and frame new roof in original configuration and slope; with adequate strapping to walls, per structural engineer; sheath the new roof with wood shingles, repair chimney and install wood or metal gutters and downspouts. • Windows–repair existing windows, as possible, and replace windows that cannot be repaired or have been previously removed with exact reproduction wooden sash windows. • Doors—repair existing doors and hardware, as possible, and replace doors that cannot be repaired with solid panel doors. • Porch–build a new porch on the south side of the adobe consistent with the original size and framing style. New porch will be of either wood or brick, as consistent with what is determined to be the original material used. • Exterior walls–a natural plaster finish will be installed on the exterior adobe wall. • Exterior grading–will be completed around the adobe to create drainage away from the house, per civil engineer’s drainage plan (Parker-King 2023). • Back wall–where patio and shed additions are to be demolished–finishes will be existing windows with wood siding, consistent with existing wood siding. Interior Rehabilitation • Floors–pour a new concrete foundation under wood walls, including concrete slab or wood framing to support flooring, and install new wood floors. • Walls–install a natural plaster finish on the interior adobe walls. • Fireplace–restore the existing fireplace and mantel. • Kitchen–update existing kitchen. • Bathroom–create one ADA bathroom at rear of adobe, in one of the existing two bathroom areas. Figure 4: Areas of non-historic significance to be demolished (North and East Elevations Page 14 of 91 Item 4a ARCH-0329-2022 Cultural Heritage Committee Report – 10/28/2024 The intent of the rehabilitation work is to preserve the character -defining features of the adobe, and restore the layout, south facade, and roof of the adobe to the conditions present during the period of historical significance. The treatment of these elements is discussed in more detail in section 4.2 of this report below, regarding consistency with the Secretary of the Interior’s Standards for the Treatment of Historic Properties. Residential Unit Construction. As depicted in project plans as well as the Historic Resources Evaluation Report, the applicant proposes to construct 20 residential units, 18 units at 220 square feet and 2 ADA-compliant units at 264 square feet in size. Each unit will be installed on pier foundations approximately 36 inches above finished grade to accommodate site requirements in the 100-year flood plain. Units will be accessible via a raised walkway with several stairs and ramps. The units will range from 13’-10” to a maximum height of 18’-8”, which will result in only a 3-foot height difference between the tallest units and the adobe. The units will be arranged towards the rear of the property, preserving the adobe’s prominence in the primary facade of the property from the street. The exterior finishes for the units consist of hardi-plank siding, wood window surrounds, and sash-style windows. The materials are appropriate and consistent for this portion of the Downtown Historic District and complement the adobe materials while adequately differentiating the units from the adobe. Figure 3: Architectural rendering of homes sited to the rear and side of the historic adobe (Attachment A) Page 15 of 91 Item 4a ARCH-0329-2022 Cultural Heritage Committee Report – 10/28/2024 4.0 EVALUATION Guidance for rehabilitation to, and new construction associated with, historical resources is provided in the City’s Historic Preservation Program Guidelines and the Secretary of the Interior’s Standards for the Treatment of Historic Properties. Relevant applicable guidelines, standards, and recommendations from these documents are outlined below. 4.1 Historic Preservation Program Guidelines Alterations to Historic Resources § 3.4.1 (c) Accessory Structures New accessory structures should complement the primary structure’s historic character through compatibility with its form, massing, color, and materials. § 3.4.3 Retention of character-defining features Alterations of historically-listed buildings shall retain character defining features. New features […] should be completed in a manner that preserves the original architectural character, form, scale, and appearance of the building. § 3.4.4 Exterior building changes Exterior changes to historically-listed buildings or resources should not introduce new or conflicting architectural elements and should be architecturally compatible with the original and/or prevailing architectural character of the building […]. Additions to historic buildings shall comply with the Secretary of the Interior’s Standards to complement and be consistent with the original style of the structure. Building materials used to replicate character-defining features shall be consistent with the original materials in terms of size, shape, quality and appearance. However, original materials are not required. § 3.4.5 Interior building changes Interior changes to publicly-accessible listed historic buildings whose architectural or historic significance is wholly or partially based on interior architectural characters or features shall preserve and restore significant interior architectural features. Discussion. The proposed housing units are sited in a manner intended to preserve the integrity and siting of the historic adobe. Height and Scale The height and scale of the proposed new construction will be one - to one-and-a-half- story construction that will have a height range of 13 feet 10.75 inches to a maximum height of 18 feet and 8.25 inches. Comparatively, the handful of taller units will only be approximately 3 feet taller than the historic single-story adobe building, and in keeping with the established height of the adjacent low-density residential neighborhood overall. Page 16 of 91 Item 4a ARCH-0329-2022 Cultural Heritage Committee Report – 10/28/2024 Massing The massing of the proposed new construction will be appropriate within the setting of the historic district. The collection of the new construction housing units and their arrangement towards the rear of the historic Rosa Butrón Adobe proposes massing that is visually and subservient to the adobe building, highlighting it as the primary building on the property through its broader massing. The overall smaller massing and siting of the new construction housing units as paired or individual units will evoke the sense of accessory buildings in relation to the massing of the adobe. While this is a departure from the established massing found throughout the adjacent are a with larger single-family residences on site, the smaller units within the immediate context of the Rosa Butrón Adobe are appropriate because of this on -site hierarchy, as well as the increased visual permeability by the smaller massing of the new constr uction. Therefore, the massing of the proposed new construction will be appropriate within this portion of the Downtown Historic District. Materials, Character Defining and Architectural Features The hardi-plank siding, wood window surrounds, and sash style windows exhibit a form and character that are sufficiently differentiated but compatible with the historic adobe structure. The rehabilitation of the adobe will preserve character defining features by removing non-contributing additions and restoring the original adobe façade materials to the conditions present during the property’s primary period of significance, which is the period between 1860-1926 (IS-MND, page 68). 4.2 Secretary of the Interior’s Standards (Rehabilitation) The following rehabilitation standards and discussion points are summarized from the Historic Resources Evaluation Report prepared by SWCA: Rehabilitation Standard 1: A property will be used as it was historically or be given a new use that requires minimal change to its distinctive materials, features, spaces and spatial relationships. Discussion. The Rosa Butrón Adobe was historically used as a single-family residence. The project will repurpose the adobe building as a multi-purpose room and administrative space, which will not require major changes to the building’s materials and spaces. The character-defining front setback of the adobe will be retained, maintaining the visual connection between the primary façade of the adobe with Dana Street. (HRER, page 69). Rehabilitation Standard 2: The historic character of a property will be retained and preserved. The removal of distinctive materials or alteration of features, spaces, and spatial relationships that characterize a property will be avoided. Discussion. The project includes the rehabilitation of the Rosa Butrón Adobe, as well as the construction of new housing units towards the rear and sides of the property. The rehabilitation work on the adobe includes the preservation and repair of character-defining features and materials. The new housing units will not significantly alter the spatial relationships at the property. The front setback and the relationship between the primary Page 17 of 91 Item 4a ARCH-0329-2022 Cultural Heritage Committee Report – 10/28/2024 façade and Dana Street is the most significant spatial relationship, which is being preserved through the siting of the housing units towards the rear and sides of the lot. (HRER, page 70) Rehabilitation Standard 3: Each property will be recognized as a physical record of its time, place, and use. Changes that create a false sense of historical development, such as adding conjectural features or elements from other historic properties, will not be undertaken. Discussion. The project does not propose adding conjectural features to the historic Rosa Butrón Adobe, nor to the proposed new construction. The adobe will be rehabilitated using an approach that emphasizes the repair of existing historic features and materials wherever feasible, and in-kind materials when materials are found to be beyond repair. The new units will not utilize any conjectural historical elements that create a false sense of historical development. (HRER, page 70) Rehabilitation Standard 4: Changes to a property that have acquired historic significance in their own right will be retained and preserved. Discussion. The project takes into consideration those additions to the o riginal Rosa Butrón Adobe that have since gained significance. This specifically includes the flanking wings adjoining the central adobe core of the building, as well as the northwest addition , which was constructed in 1906 within the period of significance of the property. The other rear additions, which were constructed at a later date, do not have significance in their own right, nor has the broader landscape of the property, save for the prominent front setback which is a character defining feature. As such, the demolition of the rear additions and the redevelopment of the rear and side portions of the property will not alter any element of the property that has gained significance in their own right. (IS-MND, page 70) Rehabilitation Standard 5: Distinctive materials, features, finishes, and construction techniques or examples of craftsmanship that characterize a p roperty will be preserved. Discussion. The proposed project will preserve the distinctive materials, features, finishes, and other elements associated with the historic Rosa Butrón Adobe. The Rehabilitation Plan requires careful attention to the historic elements and materials, with sensitive and appropriate repairs incorporated to the historic adobe walls, wood siding, wood windows, trim, fascia, chimney and fireplace, and other character defining features. (IS-MND, page 71) Rehabilitation Standard 6: Deteriorated historic features will be repaired rather than replaced. Where the severity of deterioration requires replacement of a distinctive feature, the new feature will match the old in design, color, texture, and, where possible, materials. Replacement of missing features will be substantiated by documentary and physical evidence. Page 18 of 91 Item 4a ARCH-0329-2022 Cultural Heritage Committee Report – 10/28/2024 Discussion. The proposed project and the associated Rehabilitation Plan specifically outlines an approach of repairing historic materials at the Rosa Butrón Adobe using appropriate methods wherever feasible, followed by in -kind or aesthetically matching replacements where materials are either beyond repair or missing. Features and materials specifically referenced include the historic siding, windows, doors, roof, chimney, trim. (HRER, pages 71-72) Rehabilitation Standard 7: Chemical or physical treatments, if appropriate, will be undertaken using the gentlest means possible. Treatments that cause damage to historic materials will not be used. Discussion. The project does not involve chemical or physical treatments that would damage historic materials. (HRER, page 72) Rehabilitation Standard 8: Archaeological resources will be protected and preserved in place. If such resources must be disturbed, mitigation measures will be undertaken. Discussion. Mitigation Measures CR-6 and CR-7 in the IS-MND require the applicant to retain a City-qualified archaeologist to develop an Archaeological Monitoring Plan for the project. If cultural resources are encountered during subsurface earthwork activities, all ground-disturbing activities within a 25-foot radius of the find shall cease and work shall not continue until a City qualified archaeologist assesses the find and determines the need for further study. If the find includes Native American-affiliated materials, a local Native American tribal representative will be contacted to work in conjun ction with the archaeologist. If the resource is deemed significant under the California Environmental Quality Act, the archaeologist shall prepare and implement a research design and archaeological data recovery plan, in conjunction with locally affiliate d Native American representative(s) as necessary, that will capture those categories of data for which the site is significant. The archaeologist shall also perform appropriate technical analysis, prepare a comprehensive report, and file it with the Centra l Coast Information Center, located at the University of California, Santa Barbara, and provide for the permanent curation of the recovered materials. (HRER, page 72) Rehabilitation Standard 9: New additions, exterior alterations, or related new construction will not destroy historic materials, features, and spatial relationships that characterize the property. The new work will be differentiated from the old and will be compatible with the historic materials, features, size, scale and proportion, and massing to protect the integrity of the property and its environment. Discussion. The project’s new construction will be sited towards the rear and sides of the historic Rosa Butrón Adobe following the demolition of the current non-historic additions at the adobe building. While this does involve the removal of materials at the adobe, these are not considered historic and do not have associations with any of the significa nt historical context, themes, and periods. The new construction utilizes materials which will match the historic aesthetics of the adobe but will be distinctly contemporary and differentiates the housing units from the adobe. (HRER, pages 72-73) Page 19 of 91 Item 4a ARCH-0329-2022 Cultural Heritage Committee Report – 10/28/2024 Rehabilitation Standard 10: New additions and adjacent or related new construction will be undertaken in such a manner that, if removed in the future, the essential form and integrity of the historic property and its environment would be unimpaired. Discussion. The new construction on the site of the Rosa Butrón Adobe will be set back from the rear and side of the adobe and will not be connected in any fashion. The units will be set on pier foundations which will minimize impact on the ground. As such, if the units are removed in the future, this would not affect the essential form and integrity of the historic adobe. (HRER, page 73) Recommended Treatment of Materials Wood Recommended Not Recommended Identifying, retaining and preserving wood features that are important in defining the overall historic character of the building (such as siding, cornices, brackets, window and door surrounds, and steps) and their paints, finishes, and colors.. Removing or substantially changing wood features which are important in defining the overall historic character of the building so that, as a result, the character is diminished. Removing a major portion of the historic wood from a façade instead of repairing or replacing only the deteriorated wood, then reconstructing the façade with new material to achieve a uniform or “improved” appearance. Replacing a deteriorated wood feature or wood siding on a primary or other highly- visible elevation with a new matching wood feature. Replacing a deteriorated wood feature or wood siding on a primary or other highly- visible elevation with a composite substitute material. Discussion. Plans depict retention of original wood siding, trim, fascia, chimney, and fireplace, and other wood features, but also note the potential replacement of such features where they may be damaged beyond repair. Where siding may need replacement, it will be matched in dimension, texture, and appearance to the original material. The Historic Resource Evaluation Report notes the consistency of this approach with Guidelines for wood features (HRER, pg. 77). Page 20 of 91 Item 4a ARCH-0329-2022 Cultural Heritage Committee Report – 10/28/2024 Windows Recommended Not Recommended Designing and installing a new window or its components, such as frames, sash, and glazing, when the historic feature is completeley missing. It may be an accurate restoration based on documentary and physical evidence, but only when the historic feature to be replaced coexisted with the features currently on the building. Or, it may be a new design that is compatible with the size, scale, material, and color of the historic building. Creating an inaccurate appearance because the replacement for the missing window is based upon insufficient physical or historic documentation, is not a compatible design, or because the feature to be replaced did not coexist with the features currently on the building. Replacing a deteriorated wood feature or wood siding on a primary or other highly- visible elevation with a new matching wood feature. Replacing a deteriorated wood feature or wood siding on a primary or other highly- visible elevation with a composite substitute material. Discussion. The project plans and rehabilitation scope call for the existing windows to be repaired to the extent possible, and for the replacement of windows that cannot be repaired or have previously been removed with exact reproduction wooden sash windows. The Historic Resource Evaluation Report notes the consistency of this approach with Guidelines for windows (HRER, pg. 77). Roofs Recommended Not Recommended Identifying, retaining, and preserving roofs and their functional and decorative features that are important in defining the overall historic character of the building. The form of the roof (gable, hipped, gambrel, flat, or mansard) is significant, as are its decorative and functional features (such as cupolas, cresting, parapets, monitors, chimneys, weather vanes, dormers, ridge tiles, and snow guards), roofing material (such as slate, wood, clay tile, metal, roll roofing or asphalt shingles), and size, color, and patterning. Removing or substantially changing roofs which are important in defining the overall historic character of the building so that, as a result, the character is diminished. Removing a major portion of the historic roof or roofing material that is repairable, then rebuilding it with new material to achieve a more uniform or “improved” appearance. Changing the configuration or shape of a roof by adding highly visible new features (such as dormer windows, vents, skylights, or a penthouse). Stripping the roof of sound historic material, such as slate, clay tile, wood, or metal. Page 21 of 91 Item 4a ARCH-0329-2022 Cultural Heritage Committee Report – 10/28/2024 Discussion. The project plans and rehabilitation scope call for the existing roll roofing and plastic gutters to be removed, and for a new roof to be framed in the original configuration and slope from the historic period of significance. The new roof will be sheathe d with wood shingles, and the chimney will be repaired, with wood or metal gutters installed. The Historic Resource Evaluation Report notes the consistency of this approach with the Guidelines for rehabilitation (HRER, pg. 77). Related New Construction Recommended Not Recommended Locating new construction far enough away from the historic building, when possible, where it will be minimally visible and will not negatively affect the building’s character, the site, or setting. Placing new construction too close to the historic building so that it negatively impacts the building’s character, the site, or setting. Designing new construction on a historic site or in a historic setting that it is compatible but differentiated from the historic building or buildings. Replicating the features of the historic building when designing a new building, with the result that it may be confused as historic or original to the site or setting. Ensuring that new construction is secondary to the historic building and does not detract from its significance Adding new construction that results in the diminution or loss of the historic character of the building, including its design, materials, location, or setting. Constructing a new building on a historic property or on an adjacent site that is much larger than the historic building. Discussion. The proposed housing units are sited in a manner intended to preserve the integrity and character-defining front setback of the historic adobe. The small unit size additionally minimizes the visual impact on the adobe site. The exterior materials of hardi- plank siding, wood window surrounds, and sash style windows exhibit a form and character that are compatible with the historic adobe structure while also differentiating their form from the adobe. 5.0 ENVIRONMENTAL REVIEW The City has completed a Draft Initial Study and Mitigated Negative Declaration (IS-MND) pursuant to CEQA that has been circulated for review and comment. The Committee is asked to review the Cultural Resources and Tribal Resources sections of this document and provide input to staff. The IS-MND identifies several mitigation measures within this section to be implemented as part of the project. The mitigation measures are found in the Mitigation Monitoring and Reporting Program (Attachment C). These include the requirement for a detailed rehabilitation plan, historic resources training for all construction staff, protection protocols to protect the adobe during construction, and the Page 22 of 91 Item 4a ARCH-0329-2022 Cultural Heritage Committee Report – 10/28/2024 requirement for the applicant to choose a contractor with demonstrated experience preserving and rehabilitating historic resources to the satisfaction of the City. There are also additional mitigation measures requiring the retention of a City-qualified archaeologist to develop an Archaeological Monitoring Plan. With these measures and other mitigation measures incorporated, the City has determined that the project will have a less than significant impact per the requirements of CEQA. 6.0 ACTION ALTERNATIVES 1. Recommend that the Planning Commission find the project consistent with applicable historical preservation policies, standards, and guidelines. 2. Recommend that the Planning Commission find the project inconsistent with historical preservation policies, standards, and guidelines based on specific findings describing the inconsistencies. 6.0 ATTACHMENTS A - Project Plans (Hunter Smith Architecture) B - Mitigation Monitoring and Reporting Program Page 23 of 91 Page 24 of 91 PROJECT LOCATION FH #1 IS LOCATED RIGHT IN FRONT OF PROJECT SITE FH#2 IS LOCATED 100 FEET AWAY FROM PROJECT SITE ON DANA ST. VICINITY MAP FH #1 FH #2 033 T-1.0 TI T L E S H E E T SM A R T S H A R E H O U S I N G SO L U T I O N S P. O . B O X 1 5 0 3 4 S L O , C A 9 3 4 0 6 (8 0 5 ) 2 1 5 - 5 4 7 4 WA T E R M A N VI L L A G E 46 6 D A N A S T R E E T SA N L U I S O B I S P O , C A 9 3 4 0 1 Th e s e d r a w i n g s a r e i n s t r u m e n t s of s e r v i c e a n d a r e t h e p r o p e r t y o f HU N T E R S M I T H AR C H I T E C T U R E . Al l d e s i g n s a n d o t h e r i n f o r m a t i o n on t h e d r a w i n g s a r e f o r u s e o n t h e sp e c i f i e d p r o j e c t a n d s h a l l n o t b e us e d o t h e r w i s e w i t h o u t t h e ex p r e s s e d w r i t t e n p e r m i s s i o n o f HU N T E R S M I T H AR C H I T E C T U R E 86 0 W a l n u t S t r e e t • S u i t e B • S a n L u i s O b i s p o • C A 9 3 4 0 1 HUNTER SMITH & ASSOCIATES, INC. DBA HUNTER SMITH ARCHITECTURE © 2024 10-31-2025 C-38575 NO T F O R CONSTRUC TIO N Ap r 9 , 2 0 2 4 PL O T D A T E : ARC SUBMITTAL 20 JUN 2022 REV SUBMITTAL 01 AUG 2022 ARC RESUBMITTAL 10 JAN 2023 ARC RESUBMITTAL 2 09 APR 2024 WATERMAN VILLAGE 466 DANA ST, SAN LUIS OBISPO, CA 93401 REHABILITATION AND ADAPTIVE RE-USE OF ROSA BUTRON DE CANET ADOBE WITH 20 SMALL, BELOW MARKET RATE HOMES CODES:ALL CONSTRUCTION SHALL CONFORM TO THE FOLLOWING CODES: -2022 CALIFORNIA BUILDING CODE (CBC), BASED ON THE 2021 IBC -2022 CALIFORNIA MECHANICAL CODE (CMC), BASED ON THE 2021 UMC -2022 CALIFORNIA PLUMBING CODE (CPC), BASED ON THE 2021 UPC -2022 CALIFORNIA ELECTRICAL CODE (CEC), BASED ON THE 2020 NEC -2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN) -2022 CALIFORNIA ENERGY CODE -2022 CALIFORNIA FIRE CODE (CFC), BASED ON THE 2021 IFC -2022 CALIFORNIA HEALTH AND SAFETY CODE (H&SC) -2022 CALIFORNIA BUSINESS AND PROFESSIONS CODE (B&PC) -2022 CALIFORNIA HISTORICAL BUILDING CODE (CHBC) -NATIONAL FIRE PROTECTION ASSOCIATIONS STANDARDS (NFPA) -PROJECT CONDITIONS OF APPROVAL -CITY OF SAN LUIS OBISPO STANDARD CONDITIONS, MUNICIPAL CODES, AMENDMENTS AND SELECTED CODE REQUIREMENTS ON FILE AT THE COMMUNITY DEVELOPMENT DEPARTMENT, PLANNING AND BUILDING DIVISION -ALL OTHER CODES AND ORDINANCES ADOPTED BY THE CITY OF SAN LUIS OBISPO AGENCIES HAVING JURISDICTION OVER THIS PROJECT CODE COMPLIANCE SHEET INDEX TITLE T-1.0 TITLE SHEET T-1.1 PROJECT INFORMATION & DATA T-1.2 SITE CONTEXT T-1.3 SOILS ENGINEERING REPORT T-1.4 SOILS ENGINEERING REPORT T-1.5 SOILS ENGINEERING REPORT T-2.0 AFFORDABLE HOUSING SUMMARY CIVIL C1.0 TITLE SHEET C1.1 NOTE SHEET C2.0 GRADING AND DRAINAGE PLAN C2.1 GRADING AND DRAINAGE DETAILS C3.0 EROSION CONTROL PLAN C3.1 EROSION CONTROL DETAILS C4.0 UTILITY PLAN C5.0 CONSTRUCTION DETAILS SITE PLAN CA-0.0 TOPOGRAPHICAL SURVEY CA-0.1 OVERALL SITE PLAN CA-1.0 SITE PLAN CA-1.1 TREE EXHIBIT CA-1.2 TREE ASSESSMENT REPORT CA-5.0 SITE LIGHTING PLAN CA-6.0 ADOBE DRY FLOODPROOFING STRATEGIES CA-7.0 SITE SPECIFICATIONS CA-9.0 FIRE SEPARATION ANALYSIS JRSC-C HELICAL PIERS: CONCEPTUAL PLAN LANDSCAPE CLS1 CONCEPTUAL LANDSCAPE SITE PLAN ARCHITECTURAL D-1.0 REMOVAL OF NON-HISTORIC PART OF ADOBE D-2.0 REMOVAL OF NON-HISTORIC PART OF ADOBE A-0.0 ADOBE REHAB REPORT A-1.0 (ADOBE) ADOBE PLANS & ELEVATIONS A-1.1 (UNIT A) UNIT A A-1.2 (UNIT AA) UNIT AA A-1.3 (UNIT B) UNIT B A-1.4 (UNIT C) UNIT C A-1.5 (UNIT D) UNIT D A-8.0 OVERALL SECTION A-9.0 COLORS & MATERIALS BOARD A-9.1 COLORS & MATERIALS BOARD A-10.0 PERSPECTIVE VIEW A-10.1 DANA STREET FRONT ELEVATION A-10.2 SIDE VIEW FROM ADJACENT PROPERTY A-10.3 DANA STREET APPROACH TOTAL: 42 SHEETS IF USING COMBUSTIBLE OR NON-IGNITION RESISTANT EXTERIOR COVERING OR CLADDING, PROVIDE (1) LAYER, TYPE 'X', 5/8" GYPSUM SHEATHING BEHIND EXTERIOR COVERING OR CLADDING AT WALLS AND ON THE UNDERSIDE EXTERIOR OF THE ROOF DECK, PER WUI REQUIREMENTS. IF USING IGNITION RESISTANT EXTERIOR COVERING, NO TYPE X GYPSUM SHEATHING IS REQUIRED. EXTERIOR WALLS FIRE PROTECTION SPEC. CITY OF SAN LUIS OBISPO AGENCIES & UTILITIES NOT ALL AGENCIES AND UTILITIES MAY BE APPLICABLE TO SCOPE OF WORK. PROVIDED AS INFORMATION ONLY, AS NEEDED. 879 MORRO ST SAN LUIS OBISPO, CA 93401 800-781-7215 919 PALM ST SAN LUIS OBISPO, CA 93401 805-781-7180 919 PALM ST SAN LUIS OBISPO, CA 93401 805-781-7172 COUNTY OF SAN LUIS OBISPO PUBLIC HEALTH DEPARTMENT 2191 JOHNSON AVE SAN LUIS OBISPO, CA 93401 805-781-5500 COUNTY SHERIFF'S DEPT. 1585 KANSAS AVE. SAN LUIS OBISPO, CA 93401 805-781-4540 UTILITIES DEPARTMENT CITY HALL 990 PALM ST SAN LUIS OBISPO, CA 93401 805-781-7100 PACIFIC GAS & ELEC. 406 HIGUERA STREET SAN LUIS OBISPO, CA 93401 800-743-5000 CAL FIRE SAN LUIS OBISPO COUNTY FIRE DEPARTMENT 635 N. SANTA ROSA ST. SAN LUIS OBISPO, CA 93401 805-543-4244 UTILITY TELEPHONE 994 MILL ST #200 SAN LUIS OBISPO, CA 93401 805-546-7003 THE SOCAL GAS COMPANY 2240 EMILY ST SAN LUIS OBISPO,CA 93401 805-427-2200 SPECTRUM COMMUNICATIONS 270 BRIDGE ST SAN LUIS OBISPO,CA 93401 866-874-2389 CITY PUBLIC WORKS 919 PALM ST SAN LUIS OBISPO, CA 93401 805-781-7200 SAN LUIS OBISPO POLICE DEPARTMENT 1042 WALNUT ST SAN LUIS OBISPO, CA 93401 805-781-7317 CITY PLANNING CITY BUILDING STATEMENT OF COMPLIANCE THIS PROJECT HAS BEEN DESIGNED IN ACCORDANCE WITH AND MEETS THE CITY OF SAN LUIS OBISPO ADOPTED CODE AND ORDINANCE REQUIREMENTS INCLUDING, BUT NOT LIMITED TO THE CALIFORNIA STATE ACCESSIBILITY STANDARDS AND I/WE WILL BE RESPONSIBLE FOR ALL CLARIFICATIONS DEEMED NECESSARY DURING THE CONSTRUCTION PHASES. THIS PROJECT SHALL COMPLY WITH TITLE 24 AND 2022 CALIFORNIA BUILDING CODE (CBC), CALIFORNIA MECHANICAL CODE (CMC), CALIFORNIA PLUMBING CODE (CPC), CALIFORNIA ELECTRICAL CODE (CEC), AND CALIFORNIA ENERGY CODE (CEnC). SMARTSHARE HOUSING SOLUTIONS P.O. BOX 15034 SAN LUIS OBISPO, CA 93406 CONTACT: ANNE WYATT PH: (805) 215-5474 EMAIL: ANNE@SMARTSHAREHOUSINGSOLUTIONS.ORG MBS LAND SURVEYS 3559 SOUTH HIGUERA STREET SAN LUIS OBISPO, CA 93401 CONTACT: MIKE STANTON, PLS 5702 PH: (805) 594-1960 EMAIL: MSTANTON@MBSLANDSURVEYS.COM LANDSCAPE ARCHITECT TERRY LEE 319 N HIGHWAY 1 SPC 54, GROVER BEACH, CA 93433 PH: (805) 459-0794 EMAIL: TERRYLEEASLA@GMAIL.COM PROJECT DIRECTORY APPLICANT ARCHITECT HUNTER SMITH ARCHITECTURE 860 WALNUT STREET, SUITE 'B' SAN LUIS OBISPO, CA 93401 CONTACT: DANA HUNTER PH: (805) 544-3380 FAX: (805) 544-8625 EMAIL: DANA@HUNTERSMITHARCHITECTURE.COM DANIEL PARKER-KING 543 BRANCH STREET SAN LUIS OBISPO, CA 93401 PH: (805) 550-8546 EMAIL: DAN@HIVEENGINEERING.US CIVIL ENGINEER J.R. SPENCER CONSTRUCTION 351 HIGHLAND DR, SAN LUIS OBISPO, CA 93405 PH: (805) 543-9165, (805) 238-9151 HELICAL PIERS NEW BUILDINGS CITYWIDE SHALL INCORPORATE THE FOLLOWING CONSTRUCTION METHODS AND MATERIALS: IGNITION RESISTANT EXTERIOR WALL COVERINGS; FIRE SPRINKLER PROTECTION IN ATTIC AREAS (AT LEAST ONE "PILOT HEAD"); EMBER RESISTANT VENT SYSTEMS FOR ATTICS AND UNDER FLOOR AREAS, PROTECTED EAVES, AND CLASS 'A' ROOF COVERINGS AS IDENTIFIED IN THE CBC CH 7A. WILDFIRE PROTECTION MEASURES Page 25 of 91 IMAGE FROM SOL HAUS DESIGN HTTPS://WWW.SOLHAUSDESIGN.COM/SOL-HAUS-PRE-FAB-MODULAR/ PROJECT STATISTICS PROJECT ADDRESS:466 DANA STREET, SAN LUIS OBISPO, CA 93401 ZONE:R-3-H (MEDIUM HIGH DENSITY WITH AN HISTORICAL PRESERVATIONOVERLAY) APN:002-401-002 & 002-401-020 PARCEL SIZE:± 25,264 S.F. PARCEL SIZE ACRES ±0.58AC FLOOD ZONE:AE; FEMA FLOOD ZONE DENSITY:20 UNITS/ACRE DENSITY UNIT:11.6 DU BASE FLOOD ELEVATION:182.90' HISTORIC ADOBE BUILDING SUMMARY OCCUPANCY:B, FIRE SPRINKLER SUPPRESSION SYSTEM A TENANT IMPROVEMENT OF AN (E) ONE STORY HISTORIC ADOBE TO BE USED AS COMMUNITY SPACES FORRESIDENTS AND OFFICES (FOR NON-PROFIT PROJECT PARTNERS AND SMART SHARE). 1,466.0 S.F. SMALL, BELOW MARKET RATE HOME BUILDING SUMMARY USE:RESIDENTIAL OCCUPANCY:R-3 CONSTRUCTION TYPE:V-B, FIRE SPRINKLER NFPA 13D MAXIMUM COVERAGE 15,158 S.F. ( 60% MAX) NUMBER OF STORIES:1 MAXIMUM ALLOWABLE HEIGHT 25'0" PROPOSED HEIGHT OF SMALL HOME VARIES, UP TO 18'-11" NUMBER OF STORIES:1 SMALL HOME BUILDING FOOTPRINT 220.0 S.F. ACCESSIBLE SMALL HOME BUILDING FOOTPRINT 264.0 S.F. DENSITY CALCULATION: MAXIMUM RESIDENTIAL DENSITY:20 UNITS/ACRE DENSITY UNIT:20 DU X 0.58 AC = 11.6 DU MAXIMUM STUDIO & ONE- BEDROOM 11.6 DU ÷ 0.5 DU = 23.2 DU PROPOSED DENSITY UNIT IN SMALL HOMES 20 DU PROPOSED TOTAL DENSITY UNITS OF SMALL HOME 20 DU < 23.2 DU MAX ALLOWABLE SETBACK REQUIREMENTS FRONT 10'0" SIDE 6'-0" REAR (CREEK SETBACK)20'-0" PROPOSED COVERAGE (E) HISTORIC ADOBE 1,466.0 S.F. 20 SMALL HOMES:4,488.0 S.F. RAISED WALKWAY, STAIRS, RAMPS, TRASH ENCLOSURE, BIKE STORAGE 3,402.0 S.F. TOTAL LOT COVERAGE :9,356 S.F. PROPOSED LOT COVERAGE (< 60%):37% LANDSCAPE COVERAGE 15,908.0 S.F. PARKING REQUIREMENTS PROPOSED VEHICULAR PARKING (ALL EV READY) 3 SPACES (1 SPACE IS VAN ADA) AND 2 MOTORCYCLE PARKING. REFER TO PARKING CONCESSION NOTE IN AFFORDABLE HOUSING SUMMARY ON SHEET T-2.0 PROPOSED BICYCLE PARKING 20 LONG-TERM SPACES AND 6 SHORT-TERM SPACES 033 T-1.1 PR O J E C T IN F O R M A T I O N & DA T A SM A R T S H A R E H O U S I N G SO L U T I O N S P. O . B O X 1 5 0 3 4 S L O , C A 9 3 4 0 6 (8 0 5 ) 2 1 5 - 5 4 7 4 WA T E R M A N VI L L A G E 46 6 D A N A S T R E E T SA N L U I S O B I S P O , C A 9 3 4 0 1 Th e s e d r a w i n g s a r e i n s t r u m e n t s of s e r v i c e a n d a r e t h e p r o p e r t y o f HU N T E R S M I T H AR C H I T E C T U R E . Al l d e s i g n s a n d o t h e r i n f o r m a t i o n on t h e d r a w i n g s a r e f o r u s e o n t h e sp e c i f i e d p r o j e c t a n d s h a l l n o t b e us e d o t h e r w i s e w i t h o u t t h e ex p r e s s e d w r i t t e n p e r m i s s i o n o f HU N T E R S M I T H AR C H I T E C T U R E 86 0 Wal n u t Str e e t • Sui t e B • San L u i s Obi s p o • CA 93 4 0 1 HUNTER SMITH & ASSOCIATES, INC. DBA HUNTER SMITH ARCHITECTURE © 2024 10-31-2025 C-38575 NOT F O R C O N S T R U C T ION Ap r 9 , 2 0 2 4 PL O T D A T E : ARC SUBMITTAL 20 JUN 2022 REV SUBMITTAL 01 AUG 2022 ARC RESUBMITTAL 10 JAN 2023 ARC RESUBMITTAL 2 09 APR 2024 THE WATERMAN VILLAGE IN 466 DANA ST, SAN LUIS OBISPO,IS AN ADAPTIVE REUSE, INFILL, CAR-FREE SUSTAINABLE LIVING CENTER, INCLUDING 20 VERY-LOW TO LOW-INCOME BELOW MARKET RATE HOMES PERMANENT HOMES. NEW CONSTRUCTION, CLUSTERED AROUND THE VACANT HISTORIC ADOBE GIFTED TO THE CITY IN 1989, WILL SERVE LOWER-INCOME COUNTY RESIDENTS INTERESTED IN CAR-FREE, SUSTAINABLE LIVING. ONE UNIT SHALL BE DESIGNATED AS AN ON-SITE MANAGER'S QUARTERS. THE VACANT ADOBE BECOMES COMMUNITY SPACE FOR RESIDENTS AND OFFICES FOR SMART SHARE HOUSING. A NEIGHBORHOOD PARK, AT FRONT, PRESERVES STREET VIEWS OF THE HISTORIC RESOURCE. THE ABUNDANT HERITAGE TREES ARE MAINTAINED WHERE POSSIBLE. HOUSES WILL BE ELEVATED 36” IN THIS FLOOD PLAIN AND IS ADAACCESSIBLE ON A RAISED PATHWAY WITH RAMPED ENTRY. BELOW MARKET RATE HOUSING DETAIL:THE WATERMAN VILLAGE DESIGN INCORPORATES 20 100% AFFORDABLE, ENERGY EFFICIENT PERMANENT HOMES TO BE CONSTRUCTED BY SMARTSHARE. PARKING, DENSITY AND AFFORDABLE HOUSING CONCESSIONS:WITH ONLY 3 CAR PARKING SPACES PROPOSED ON SITE AND RESTRICTED STREET PARKING ON DANA ST., ACCESS TO PERSONAL VEHICLES FOR REGULAR USE WILL BE LIMITED. THE SITE IS IDEAL FOR CAR-FREE LIVING, ACCESSIBLE TO DOWNTOWN TRANSIT, SHOPPING, SERVICES, AND CYCLE PATHS. ABUNDANT BICYCLE PARKING WILL BE PROVIDED ON SITE, WITH ELECTRIC CHARGING FOR E-BIKES. A DENSITY BONUS OF 50% APPLIES TO THIS 100% AFFORDABLE PROJECT, AND CODE ALLOWS FOR UNITS UNDER 600 SQ. FT @ .5 DENSITY UNIT, SO THE MAXIMUM 20 UNITS PROPOSED FIT WITHIN ALLOWED DENSITIES. THE PROJECT ASKS FOR TWO AFFORDABLE HOUSING CONCESSIONS/INCENTIVES: VEHICLE & BIKE PARKING REDUCTION, SO AS TO: 1) MAXIMIZE NUMBER OF AFFORDABLE HOMES; 2) MINIMIZE HERITAGE TREE IMPACTS; 3) MINIMIZE PROJECT CONSTRUCTION CARBON EMISSIONS; AND 4) MINIMIZE ONGOING EMISSIONS, HELPING MEET CITY CLIMATE ACTION, AFFORDABLE HOUSING, TREE AND HISTORIC RESOURCE PRESERVATION GOALS. REFER TO SHEET T-2.0. HOME DESCRIPTION:HOUSING PROPOSED COULD BE HCD FACTORY CERTIFIED FACTORY BUILT HOUSING FLATBED DELIVERED OR CONSTRUCTED ON-SITE AND PLACED ON PERMANENT FOUNDATIONS ON THE SITE. HCD CERTIFIED FACTORY HOMES ARE DIFFERENT FROM MOBILE HOMES; THEY DO NOT ROLL IN ON THEIR OWN WHEELS AND CHASSIS–AND SUCH HOMES ON PERMANENT FOUNDATIONS WILL NOT CONSTITUTE A MOBILE HOME PARK. HOME SIZES PROPOSED ARE 220 SQUARE FEET WITH 2 ADA HOMES OF 264 SQUARE FEET.EACHHOMECONTAINS COOKING AND BATHING FACILITIES. BEVYHOUSE,HTTPS://WWW.BEVYHOUSE.COM/, HAS AN HCD CERTIFIED SANTA PAULA FACTORY, 137 MILES FROM THE PROJECT SITE, ONE EXAMPLE OF FACTORY BUILDERS WITHIN 200 MILES. BEVYHOUSE BUILT THIS 260 FOOT SOLHAUS DESIGN, (HTTPS://WWW.SOLHAUSDESIGN.COM/SOL-HAUS-PRE-FAB-MODULAR/) REPRESENTATIVE OF WHAT COULD GO ON THIS SITE. ROUGH COST WAS $150K FOR THE HOME CONSTRUCTION–EXCLUDING SITE WORK. WITH PRODUCTION OF MULTIPLE SIMILAR MODELS, SMART SHARE HOPES TO REDUCE PER UNIT HOME COST. PERMANENT FOUNDATION SYSTEMS:WOULD BE SITE SENSITIVE TO TREES & MINIMIZE SITE DISTURBANCE, E.G. HELICAL COILS, DIAMOND PIERS (HTTPS://WWW.DIAMONDPIERS.COM/VIDEOS) OR SEISMIC OR ANCHOR PIERS (HTTPS://CENTRALPIERS.COM/ABOUT-US/). REFER TO SHEET JRSC-C. TRASH ENCLOSURE:(QTY: 4) 95 GALLON WASTE CONTAINERS AND (QTY: 4) 95 GALLON RECYCLE BINS THAT COULD BE WHEELED TO THE STREET BY RESIDENTS PLUS (QTY: 2) 65 GALLON ORGANIC WASTE CONTAINER FOR FOOD SCRAPS. ENCLOSURE WITH A MINIMUM SIZE OF 14’ X 6’. PROJECT DESCRIPTION 87<< !'! ( & &#"-=7845<49198714<;9 ") %6=-6467 %% ! !" #!, <4916791<8== . 8::!'ʹ '% ! %" 'ʹ 1%) ''% & ''% &'"'& 1%) ''%"%'" ' "!"&" *&'-%, !- !"%! *&' '. 8::!'-! ( & &#"--=7845 %#15/4 "'% ''(% ' !% )"!5506;06467 !"%!* ''%! &% !'* '' ',"! ( & &#"-! ( &%" #!, * #%") (%& " ' "!"''%*&'&'% &'' & "' "! #%'" "* !&( . " &'. 8 =91 "!%(& !&-5+* , , !. 8 =91 "!%, !&- 5+* , %! &'. 6 :91 "!"%! & !&- 5+ * , "'.%) ) & ,!#! !"!)" ( &/ ƚŚĞƉƌŽƉĞƌƚLJŽǁŶĞƌ͛ƐƌĞƐƉ " &"! ,%) *"'#%"#%',!# !&'-'&# "''"%*&'&'"%!&%) & &( !'/ &"! ,%) *"'#%"#%',!# !&'-')" ( "!& !' #'"%(&'' &#%"#%', &&( !'/ /ƚŝƐƚŚĞƉƌŽƉĞƌƚLJŽǁŶĞƌ͛ƐƌĞƐƉŽŶƐŝďŝůŝƚLJƚŽŝŶĐƌĞĂƐĞĨƌĞƋƵĞŶĐLJŽƌǀŽůƵŵĞŽĨƐĞƌǀŝĐĞŝĨŶĞĐĞƐƐĂƌLJ $ ! # "'&% !%) . & " % "(!'* &%(#'"'!'"' %& !' !&/('"' "' "!"'! "&(%! "&&"!'"'#%"#%',,"(%'%( &- !1,% &%) * (!) "%' & "(!'/ !&* !'" %" "(' "!'" !' ,#%"#%', ! !'"%%& !'&'"&%) (%& / ,"()!,$(&' "!& "%!!, ' "! !"% ' "!-# &"!"'& '''""!'' / #%' "!&(#%) &"% 7:41;<=14==5 WILL-SERVE LETTER CLEAN ENERGY CHOICE PROGRAM ACKNOWLEDGEMENT STATEMENT UNIT MATRIX PARKING CALCULATION PER SAN LUISOBISPO MUNICIPAL CODE CH.17.72 PER BUILDING USE BUILDING INFORMATION PARKING FACTOR PARKING SPACE REQUIRED HISTORIC ADOBE BUILDING AREA (GROSS): 1,466 S.F.1SPACE/300S.F.4.89 SPACES UNITS NUMBER OF UNITS: 20 1 SPACE/UNIT + 1 GUEST/5 UNITS 24.00 SPACES TOTAL:29 VEHICLE PARKING SPACES ADDITIONAL PARKING REQUIREMENTS PARKING FACTOR PARKING SPACE REQUIRED MOTORCYCLE PARKING 29 REQUIRED SPACES S.F.1 SPACE/20 PARKING SPACES 2 MOTORCYCLE SPACES ELECTRIC VEHICLE PARKING 29 REQUIRED SPACES S.F.10%EV READY,50%EV CAPABLE 3 EV READY,15 EV CAPABLE SPACES BICYCLE PARKING: ADOBE BUILDING AREA (GROSS): 1,466 S.F.1SPACE/1,500 S.F.1 LONGTERM BICYCLE SPACES BICYCLE PARKING: UNITS 20 UNITS S.F.2 SPACES/UNIT +1GUEST/5 UNITS 40 LONGTERM +4SHORT TERM BICYCLE SPACES SPACES HOUSING INCENTIVE REQUEST REFER TO SUPPORTING DOCUME NTS FOR PARKING DEMAND STUDY.STUDY ANALYZESSITE PARKING DEMAND RATES TO TOTAL TO 10 SPACES REFER TO HOUSING INCENTIVE DOCUMENT ON SHEETT-2.0 REQUESTING VEHICLE AND BICYCLE PARKINGREDUCTIONS. TOTAL PROPOSED PARKING TOTAL VEHICULAR PARKING 3 EV READY SPACES (1ISADAVAN ACCESSIBLE) TOTAL MOTORCYCLE PARKING 2 SPACES TOTAL BICYCLE PARKING 20LONGTERM SPACES +6SHORTTERM SPACES 1 2 5 10 3-4 1-2,7-10,13 2200 528 4488 Page 26 of 91 033 T-1.2 SITE C O N T E X T SM A R T S H A R E H O U S ING SO LUT ION S P. O . B O X 1 5 0 3 4 S L O , C A 9 3 4 0 6 (8 0 5 ) 2 1 5 - 5 4 7 4 WA T E R M A N VI L L AG E 46 6 D A N A S T R E E T SA N L U I S O B I S P O , C A 9 3 4 0 1 Th e s e d r a w i n g s a r e i n s t r u m e n t s of s e r v i c e a n d a r e t h e p r o p e r t y o f HU N T E R S M I T H AR C H I T E C T U R E . Al l d e s i g n s a n d o t h e r i n f o r m a t i o n on t h e d r a w i n g s a r e f o r u s e o n t h e sp e c i f i e d p r o j e c t a n d s h a l l n o t b e us e d o t h e r w i s e w i t h o u t t h e ex p r e s s e d w r i t t e n p e r m i s s i o n o f HU N T E R S M I T H AR C H I T E C T U R E 86 0W al n u t Str e e t • Sui t e B • San Lui s Obi s p o • CA 93 4 01 HUNTER SMITH & ASSOCIATES,INC. DBA HUNTER SMITH ARCHITECTURE ©2024 10-31-2025 C-38575 NOT F O R C O N S T R U C T ION Ap r 8 , 2 0 2 4 PLOT D A T E : ARC SUBMITTAL 20 JUN 2022 REV SUBMITTAL 01 AUG 2022 ARC RESUBMITTAL 10 JAN 2023 ARC RESUBMITTAL 2 09 APR 2024 FRONT OF ADOBESOUTH SIDE YARD OF ADOBE NORTH SIDE YARD OF ADOBE STREET FRONT ELEVATION OF ADOBE Page 27 of 91 033 T-1.3 SO IL SE N G INE E R ING RE P O R T SM A R T S H A R E H O U S ING SO LUT ION S P. O . B O X 1 5 0 3 4 S L O , C A 9 3 4 0 6 (8 0 5 ) 2 1 5 - 5 4 7 4 WA T E R M A N VI L L AG E 46 6 D A N A S T R E E T SA N L U I S O B I S P O , C A 9 3 4 0 1 Th e s e d r a w i n g s a r e i n s t r u m e n t s of s e r v i c e a n d a r e t h e p r o p e r t y o f HU N T E R S M I T H AR C H I T E C T U R E . Al l d e s i g n s a n d o t h e r i n f o r m a t i o n on t h e d r a w i n g s a r e f o r u s e o n t h e sp e c i f i e d p r o j e c t a n d s h a l l n o t b e us e d o t h e r w i s e w i t h o u t t h e ex p r e s s e d w r i t t e n p e r m i s s i o n o f HU N T E R S M I T H AR C H I T E C T U R E 86 0W al n u t Str e e t • Sui t e B • San Lui s Obi s p o • CA 93 4 01 HUNTER SMITH & ASSOCIATES,INC. 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O . B O X 1 5 0 3 4 S L O , C A 9 3 4 0 6 (8 0 5 ) 2 1 5 - 5 4 7 4 WA T E R M A N VI L L AG E 46 6 D A N A S T R E E T SA N L U I S O B I S P O , C A 9 3 4 0 1 Th e s e d r a w i n g s a r e i n s t r u m e n t s of s e r v i c e a n d a r e t h e p r o p e r t y o f HU N T E R S M I T H AR C H I T E C T U R E . Al l d e s i g n s a n d o t h e r i n f o r m a t i o n on t h e d r a w i n g s a r e f o r u s e o n t h e sp e c i f i e d p r o j e c t a n d s h a l l n o t b e us e d o t h e r w i s e w i t h o u t t h e ex p r e s s e d w r i t t e n p e r m i s s i o n o f HU N T E R S M I T H AR C H I T E C T U R E 86 0W al n u t Str e e t • Sui t e B • San Lui s Obi s p o • CA 93 4 01 HUNTER SMITH & ASSOCIATES,INC. 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"2& 53&%4//#4"*.6",5&3/'*. 0,"$&7"4&2$/.4&.4".%*.0,"$&%&.3*49 .%*3452#&%3"-0,&3#2/5()4'2/-4)&'*&,%4/4)&,"#/2"4/29 "2&7&*()&%4)&6/,5-&*3$",$5,"4&%".%4)&9"2&0,"$&%*.4)&/6&. 4/%29 .$&4)&3"-0,&3)"6& #&&. %2*&%4)&9"2&7&*()&%"("*.4/%&4&2-*.&4)&7"4&2$/.4&.4".%4)&*.0,"$& %&.3*49*34)&. $",$5,"4&% )&-/*3452&%&.3*494&343",,/74)&7"4&2$/.4&.4".%*.0,"$& %&.3*4*&34/#&/#4"*.&%"4 2&15*2&%%&04)3 Page 29 of 91 033 T-1.5 SO IL SE N G INE E R ING RE P O R T SM A R T S H A R E H O U S ING SO LUT ION S P. O . B O X 1 5 0 3 4 S L O , C A 9 3 4 0 6 (8 0 5 ) 2 1 5 - 5 4 7 4 WA T E R M A N VI L L AG E 46 6 D A N A S T R E E T SA N L U I S O B I S P O , C A 9 3 4 0 1 Th e s e d r a w i n g s a r e i n s t r u m e n t s of s e r v i c e a n d a r e t h e p r o p e r t y o f HU N T E R S M I T H AR C H I T E C T U R E . Al l d e s i g n s a n d o t h e r i n f o r m a t i o n on t h e d r a w i n g s a r e f o r u s e o n t h e sp e c i f i e d p r o j e c t a n d s h a l l n o t b e us e d o t h e r w i s e w i t h o u t t h e ex p r e s s e d w r i t t e n p e r m i s s i o n o f HU N T E R S M I T H AR C H I T E C T U R E 86 0W al n u t Str e e t • Sui t e B • San Lui s Obi s p o • CA 93 4 01 HUNTER SMITH & ASSOCIATES,INC. DBA HUNTER SMITH ARCHITECTURE ©2024 10-31-2025 C-38575 NOT F O R C O N S T R U C T ION Ap r 8 , 2 0 2 4 PLOT D A T E : ARC SUBMITTAL 20 JUN 2022 REV SUBMITTAL 01 AUG 2022 ARC RESUBMITTAL 10 JAN 2023 ARC RESUBMITTAL 2 09 APR 2024 ! ! $ # ! 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( 0-$)" "- $)" ) /# $- !! / *) /# - *(( ) /$*). ( $) /# ++-*1 *$'. )"$) -$)" +*-/ *$'.)"$) -..# ''.0 ($/ ./ / ( )/ /# //*/# ./*!/# $-&)*2' " /# 2*-&2$/#$)/# $- - *!- .+*).$ $'$/$ .$.$) *- ) 2$/#/# ++-*1 .*$'. )"$) -$)"- +*-/ ) ++'$ ' +-*1$.$*).2$/#$)# +/ - *!/# Page 30 of 91 033 T-2.0 AFF OR D A B L E HO U S I N G SU M M A R Y SM A R T SH A R E H O U S I N G SO L U TIO N S P.O. BO X 15 0 3 4 S LO, C A 9 3 4 0 6 (80 5 ) 21 5 - 5 4 7 4 WA TER M A N VIL L A GE 46 6 D A N A S T R E E T SA N LUISO B ISP O , C A 9 3 4 0 1 Thes e dra wi ngsa r e ins t r u men t s of se r vi c ea n d ar e t he p r o p e r t y of HU N T E R S M ITH AR C H ITE C T U R E . Al l des ig ns a n d ot her infor mat ion on t he dra wi ngsa r e for u s e o n t he sp e ci f i ed pr o jecta n d shal l n o t b e us e d ot her wi se wi thou t t he expr e s s e dw ritt e n p e r mi ss ion o f HU N T E R S M ITH AR C H ITE C T U R E 86 0 Wal n u t Str e e t • Sui t e B • San L u i s Obi s p o • CA 93 4 0 1 HUNTER SMITH &ASSOCIATES,INC. DBA HUNTER SMITH ARCHITECTURE ©2024 10-31-2025 C-38575 NOTF OR C O N S TRU C TION Ap r 9 , 2 0 2 4 PL O T DA TE: ARC SUBMITTAL 20 JUN 2022 REVSUBMITTAL 01 AUG 2022 ARC RESUBMITTAL 10 JAN 2023 ARC RESUBMITTAL2 09 APR 2024 AFFORDABLE HOUSING SUMMARY AFFORDABLE HOUSING SUMMARY 466 Dana St. PLANNING APPLICATION SUBMITTAL April 09, 2024 PROJECT DESCRIPTION The Waterman Village proposes 20 new below market rate homes, 100% affordable for a minimum term of 55 years, in a medium-high density residential (R-3-H) with historical overlay zone near downtown San Luis Obispo. The project will develop all studio homes, with 14 duplex and 6 single detached homes, ranging in size from 220-264 square feet. 18 homes at 220 square feet and 2 ADA fully accessible homes at 264 square feet. PROJECT DATA Address: 466 Dana St, San Luis Obispo, CA 93401 APN: 002-401-002 & 002-401-020 Gross Lot Area: ± 0.58AC Zoning: R-3-H BASE DENSITY The project conforms to R3 zone base density (17.20.020), which allows 20 density units/acre, and per 17.70.040, each studio home comprises 0.5 density unit. As such, each developable acre would allow a base density of 40 studio homes: Project net area is 0.58 acre. (.58 x 40=23.2 homes, base density, with project proposing three fewer homes than base allowance.) DENSITY BONUS While the project qualifies for a density bonus, given the 100% affordability provision, no density bonus is requested. The project conforms to base density. INCENTIVES/CONCESSIONS Developers can also request modifications of development standards by requesting either incentives/ concessions (they are the same) or waivers. Incentives or concessions refer to regulatory incentives” that provide identifiable and actual cost reductions” to provide for the affordable housing (Gov. Code § 65915(k)); in other words, they are provided to allow for modifications that result in an actual reduction of costs to the project so the affordable housing is economically feasible.” The 100% below market affordable project is allowed up to 4 qualifying incentives/ concessions, based on the affordability of the homes. The project team requests two affordable housing concessions: 1)Vehicle parking reduction: to reduce the number of required vehicular parking spaces from 29 to 3 spaces; the project will not be financially feasible with the necessity of 29 onsite parking spaces on the constrained infill site, with trees and historic adobe that must be maintained; the site is a downtown local in proximity to a broad range of city services and proximate access to public transportation. 2)Long term bicycle parking reduction: to reduce the required long term bicycle storage spaces from 40 to 20 spaces. Applicant is committed to making the project multi-modal, yet it is not financially feasible to provide for 40 long-term bicycle parking spaces with space constraints. Additionally, the studio homes proposed are likely to house 1 person each. While 2 or 4 bedroom homes may house several persons, with multiple bicycles per household, single person households are not likely to have multiple bicycles, making the proposed 4 short-term and 20 long-term (secured) bicycle parking proposed adequate to meet project need. These incentive requests to make the affordable housing financially feasible at proposed density (well below allowed bonus density) are supported by a variety of factors beyond financial feasibility and numbers of affordable homes needed to support the high cost of rehabilitation of the City’s Rosa Burton de Canet adobe, including: the requirement to maintain heritage trees and view shed and the historic adobe on site; the site is a downtown location in proximity to a broad range of city services and proximate access to public transportation; the homes proposed are micro-homes at under 300 feet, likely to house single persons—not large families. Thank you and please reach out if any more information is needed. Sincerely, Anne Wyatt Anne Wyatt, Executive Director Smart Share Housing Solutions, Inc. anne@smartsharehousingsolutions.org (805) 296-0013 Page 31 of 91 (1*,1((5,1*+,9( ),(52/$1(68,7( 6$1/8,62%,632&$ :::+,9((1*,1((5,1*86 GDQ#KLYHHQJLQHHULQJXV -2 % 7 , 7 / ( 6+ ( ( 7 7 , 7 / ( :$7(50$19,//$*( '$1$675((76$1/8,62%,632&$ 6+((712 6+((7'(6&5,37,21 352-(&7&2168/7$176 & 7,7/(6+((7 & 127(6+((7 & *5$',1*$1''5$,1$*(3/$1 & *5$',1*$1''5$,1$*('(7$,/6 & (526,21&21752/3/$1 & (526,21&21752/'(7$,/6 & 87,/,7<3/$1 & &216758&7,21'(7$,/6 352-(&7'$7$ 9,&,1,7<0$3 /(*(1'(1*,1((56'(&/$5$7,21 6+((76 (;,67,1* 352326(' :: $%%5(9,$7,216 *29(51,1*&2'(66&23(2):25. 35(&216758&7,21 5(325765(48,5(' 63(&,$/,163(&7,216 ($57+:25.(67,0$7(6 *5$',1*,1)250$7,21 6$1/8,6 2%,632 &,7<2)6/2127(6 67250:$7(5&203/,$1&(%(1&+0$5.%$6,6 Page 32 of 91 (1*,1((5,1*+,9( ),(52/$1(68,7( 6$1/8,62%,632&$ :::+,9((1*,1((5,1*86 GDQ#KLYHHQJLQHHULQJXV -2 % 7 , 7 / ( 6+ ( ( 7 7 , 7 / ( ³´ *5$',1*127(6 ³´ ³ ´ *(1(5$/127(6 2%6(59$7,21$1'7(67,1* &216758&7,21 $,548$/,7< '(02/,7,21 Page 33 of 91 (( #20ÄÄ (( (( (( (( (( (( (( (( (( (( (( (( (( (( (( (( (( (( (( (( !!!!!!!!!!!!!! !!!!! 4#+5'&9#.-9#; (1*,1((5,1*+,9( ),(52/$1(68,7( 6$1/8,62%,632&$ :::+,9((1*,1((5,1*86 GDQ#KLYHHQJLQHHULQJXV -2 % 7 , 7 / ( 6+ ( ( 7 7 , 7 / ( 127(72&2175$&725 )4#&+0)2.#0 &216758&7,21127(6 75((3527(&7,21$1'5(029$/ <($5)/22'3/$,1 Page 34 of 91 (1*,1((5,1*+,9( ),(52/$1(68,7( 6$1/8,62%,632&$ :::+,9((1*,1((5,1*86 GDQ#KLYHHQJLQHHULQJXV -2 % 7 , 7 / ( 6+ ( ( 7 7 , 7 / ( %41555'%6+10 %41555'%6+10 Page 35 of 91 #20ÄÄ (1*,1((5,1*+,9( ),(52/$1(68,7( 6$1/8,62%,632&$ :::+,9((1*,1((5,1*86 GDQ#KLYHHQJLQHHULQJXV -2 % 7 , 7 / ( 6+ ( ( 7 7 , 7 / ( '415+10%10641.2.#0 (526,21&21752/127(6 (526,21&21752/*(1(5$/127(6 )5 )5 )5 )5 )5 )5 )5 Page 36 of 91 (1*,1((5,1*+,9( ),(52/$1(68,7( 6$1/8,62%,632&$ :::+,9((1*,1((5,1*86 GDQ#KLYHHQJLQHHULQJXV -2 % 7 , 7 / ( 6+ ( ( 7 7 , 7 / ( Page 37 of 91 #20ÄÄ (1*,1((5,1*+,9( ),(52/$1(68,7( 6$1/8,62%,632&$ :::+,9((1*,1((5,1*86 GDQ#KLYHHQJLQHHULQJXV -2 % 7 , 7 / ( 6+ ( ( 7 7 , 7 / ( 76+.+6;2.#0 87,/,7<127(6 87,/,7<&216758&7,21127(6 Page 38 of 91 (1*,1((5,1*+,9( ),(52/$1(68,7( 6$1/8,62%,632&$ :::+,9((1*,1((5,1*86 GDQ#KLYHHQJLQHHULQJXV -2 % 7 , 7 / ( 6+ ( ( 7 7 , 7 / ( %41555'%6+10Ä,1+0664'0%*%41555'%6+10Ä64'0%*59#.'&'6#+.6;2+%#.%10%4'6'5'%6+1001675'& %#.64#05&'6#+.##%#.64#05&'6#+.## EK WZ</E' 8#0#%%'55+$.'2#4-+0)&'6#+.5 6;2+%#.$+159#.'&'6#+. Page 39 of 91 Page 40 of 91 033 CA-0.1 OVER A LL SITE P LAN SM A R T S H A R E H O U S ING SO LUT ION S P. O . B O X 1 5 0 3 4 S L O , C A 9 3 4 0 6 (8 0 5 ) 2 1 5 - 5 4 7 4 WA T E R M A N VI L L AG E 46 6 D A N A S T R E E T SA N L U I S O B I S P O , C A 9 3 4 0 1 Th e s e d r a w i n g s a r e i n s t r u m e n t s of s e r v i c e a n d a r e t h e p r o p e r t y o f HU N T E R S M I T H AR C H I T E C T U R E . Al l d e s i g n s a n d o t h e r i n f o r m a t i o n on t h e d r a w i n g s a r e f o r u s e o n t h e sp e c i f i e d p r o j e c t a n d s h a l l n o t b e us e d o t h e r w i s e w i t h o u t t h e ex p r e s s e d w r i t t e n p e r m i s s i o n o f HU N T E R S M I T H AR C H I T E C T U R E 86 0 Wal n u t Str e e t • Sui t e B • San Lui s Obi s p o • CA 93 4 01 HUNTER SMITH & ASSOCIATES,INC. DBA HUNTER SMITH ARCHITECTURE ©2024 10-31-2025 C-38575 NOT F O R C O N S T R U C T ION Ap r 8 , 2 0 2 4 PLOT D A T E : ARC SUBMITTAL 20 JUN 2022 REV SUBMITTAL 01 AUG 2022 ARC RESUBMITTAL 10 JAN 2023 ARC RESUBMITTAL 2 09 APR 2024 OVERALL SITE PL AN SCALE: 1/8" = 1'-0" 0' SCALE:1/8"=1' 8' 16'4' Page 41 of 91 TH RE S H O LD ELEV.=181.83' 24"TREE REMOVED WATER RISER EXPOSED PIPES (UNKNOWN ORIGIN) BRICK W ALKWA Y BRICKWALKWA Y CO NC R E T E SIDE WA LK CO N C R ETE SID E WALK CO N C R E T E DR I V EWAY (E) CO N C R E T E DRI V EWAY CO N C R ETE CU R B & GU T TE R BUSH S 48"STUMP BRICK PATH BRICK PATH NEIGHBORING RESIDENCE DA N A S T R E E T APPROXIMATE TOP OF BANK APPROXIMATE TOP OF BANK ST E N N E R C R E E K 35 FT S E T B A C K P E R 17 .70 .03 0 .2.B 48 .79 ° 20 '-0 " SE T BA C K PROPERTY L I N E 10'-0" SETBACK 6' -0 " SE T B A C K PROPERTY LINE 6' -0 " SE T B A C K WM (EXISTING) SHARED PAVED DRIVEWAY EASEMENT KKK WM 3 14 ' -6" MAILBOXES UNIT #20 (TYPE A) UNIT #12 (TYPE B) UNIT #11 (TYPE B MIRRORED) UNIT #14 (TYPE B)UNIT #16 (TYPE B) UNIT #15 (TYPE C) UNIT #13 (TYPE C) UNIT #19 (TYPE A MIRRORED) UNIT #7 (TYPE C) UNIT #8 (TYPE C) UNIT #9 (TYPE C) UNIT #10 (TYPE C) UNIT #6 (TYPE AA) UNIT #5 (TYPE AA) UNIT #3 (TYPE D MIRRORED) UNIT #4 (TYPE D MIRRORED) 12'-0"5'-0"9'-6"9'-6" NO PARKING 18 ' -0 " 6'-0 " UNIT #1 (TYPE C) UNIT #2 (TYPE C) 4'-0" 8' -0 " 12 8'-6" RA M P U P RA M P U P EASEMENT 12'-0 " EA S E M E N T UNIT #17 (TYPE C) UNIT #18 (TYPE C) COM M U NIT Y SPACE ADAR ES T ROOM (E)KIT CHEN COMMO N A REA F ORRES IDEN TS COMMUNITY SPA CE MANAGE M E N T SP A CE ST OR AGE ST O R AGE RE H A B ILITA T E ( E ) ON E S T O RY HISTOR I C AD OBE OC C : B (E)FULL BAT HROO M (E) FULL BAT HROO M BRICK PAPPTAAH (EXISTING)SHARED PAPPVAAED DRIVEWAWWYAA EASEMENT 333333 12'-0"5'-0 PPAAPPPRRK 18 RAMPUP RAMPUP CONCRETE SIDEWAWW LK STREET10'-0" SETBACK WWWWMM #11 PE B ORED)UNIT # (TYPE C 24 TREE REMOVED ED) CO S WAWWTAAER RISER EXPOSED PIPES (UNKNOWN ORIGIN) APPROXIMATAAE TOP OF BANK TREE 1 TREE 3 TREE 7 TREE 8 TREE 10 TREE 9 TREE 6 TREE 4 TREE 5 TREE 11 TREE 12 TREE 13 TREE 15 TREE 16 TREE 14 TREE 2 1 TYP. 2 TYP. 5 9 9 13 14 14 14 15 16 TYP. 20 19 TYP. 7 21 23 22 22 22 22 8 3 24 25 TYP. TYP. 11 12 1817 TYP. 26 TYP. 6 6 6'-6 " 6'-0" 6'-0" 6'-0 " 5'-4" 4' - 3 1 / 2 " RAISED WALKWAY 27 27 28 29 29 30 30 26 ' - 0" 8 ' - 0" 8 5'-4 " 10 4 31 033 CA-1.0 SITE P LAN SM A R T S H A R E H O U S ING SO LUT ION S P. O . B O X 1 5 0 3 4 S L O , C A 9 3 4 0 6 (8 0 5 ) 2 1 5 - 5 4 7 4 WA T E R M A N VI L L AG E 46 6 D A N A S T R E E T SA N L U I S O B I S P O , C A 9 3 4 0 1 Th e s e d r a w i n g s a r e i n s t r u m e n t s of s e r v i c e a n d a r e t h e p r o p e r t y o f HU N T E R S M I T H AR C H I T E C T U R E . Al l d e s i g n s a n d o t h e r i n f o r m a t i o n on t h e d r a w i n g s a r e f o r u s e o n t h e sp e c i f i e d p r o j e c t a n d s h a l l n o t b e us e d o t h e r w i s e w i t h o u t t h e ex p r e s s e d w r i t t e n p e r m i s s i o n o f HU N T E R S M I T H AR C H I T E C T U R E 86 0W al n u t Str e e t • Sui t e B • San Lui s Obi s p o • CA 93 4 01 HUNTER SMITH & ASSOCIATES,INC. DBA HUNTER SMITH ARCHITECTURE ©2024 10-31-2025 C-38575 NOT F O R C O N S T R U C T ION Ap r 8 , 2 0 2 4 PLOT D A T E : ARC SUBMITTAL 20 JUN 2022 REV SUBMITTAL 01 AUG 2022 ARC RESUBMITTAL 10 JAN 2023 ARC RESUBMITTAL 2 09 APR 2024 NOTE: REFER TO SHEETS A-1.1 (UNIT A), A-1.2 (UNIT AA), A-1.3 (UNIT B), A-1.4 (UNIT C), &A-1.5 (UNIT D) FOR FLOOR PLANS OF UNITS. SITE PL AN REFERENCE NOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 ALL RESIDENTIAL UNITS SHALL BE RAISED ON HELICAL PIERS TO BE A MINIMUM OF 1' ABOVE THE BFE (BASE FLOOD ELEVATION): REFER TO SPECS BY CONSULTANT ON SHEET JRSC-C (N) NON-COMBUSTIBLE RAISED WALKWAY TO BE A MINIMUM OF 1' ABOVE THE BFE (BASE FLOOD ELEVATION), 6'-0" WIDE TYPICAL U.N.O. VERIFY MATERIAL W/ OWNER. TO HAVE A 42" CABLE/METAL GUARDRAIL. (N) 6'-6" WIDE NON-COMBUSTIBLE RAISED WALKWAY TO BE A MINIMUM OF 1' ABOVE THE BFE (BASE FLOOD ELEVATION). VERIFY MATERIAL W/ OWNER. TO HAVE A 42" CABLE/METAL GUARDRAIL. (N) 4'-0" WIDE NON-COMBUSTIBLE RAISED WALKWAY TO BE A MINIMUM OF 1' ABOVE THE BFE (BASE FLOOD ELEVATION). VERIFY MATERIAL W/ OWNER. TO HAVE A 42" CABLE/METAL GUARDRAIL. ACCESSIBLE RAMP PER CBC STANDARDS. SLOPE 1:12 PER ADA REQUIREMENTS. MAINTAIN 6'-8" HEAD CLEARANCE FROM TREE CANOPY. (N) 9'-6" WIDE PARKING SPACE SHALL BE ELECTRICAL VEHICLE READY SPACES EQUIPPED WITH ELECTRICAL VEHICLE CHARGING STATION & EQUIPMENT, REFER TO SAN LUIS OBISPO ENGINEERING STANDARDS ON CIVIL DRAWINGS (N) VAN ACCESSIBLE PARKING STALL WITH 5'-0" ACCESSIBLE AISLE LOCATED ON PASSENGER SIDE OF VEHICLE. SHALL BE ELECTRICAL VEHICLE READY SPACES EQUIPPED WITH ELECTRICAL VEHICLE CHARGING STATION & EQUIPMENT. (N) MOTORCYCLE PARKING SPACE, REFER TO SAN LUIS OBISPO ENGINEERING STANDARDS ON CIVIL DRAWINGS COVERED AND GATED LONG-TERM BICYCLE PARKING. PAVER HARDSCAPE. BIKE RACKS TO BE INSTALLED PER MANUFACTURER SPECIFICATIONS, REFER TO SPECIFICATION DETAIL #1 ON SHEET CA-7.0. PROVIDE ELECTRICAL OUTLETS FOR ELECTRIC BIKE CHARGING. VERIFY LOCATION & AMOUNT W/ OWNER. TO BE SECURED & WELL-LIT FOR OCCUPANTS. PARKING FOR ALL OCC. SEE DTL 1/CA-7.0 SHORT-TERM BICYCLE PARKING. ANGLED BIKE RACKS TO BE INSTALLED PER MANUFACTURER SPECIFICATIONS, REFER TO SPECIFICATION DETAIL #1 ON SHEET CA-7.0. COVERED TRASH ENCLOSURE SHALL BE OF A MATERIALAND COLORS THAT COMPLEMENT THE ARCHITECTURE OF THE UNITS, REFER TO SHEET CA-8.0. REFER TO WILL-SERVE LETTER ON SHEET T-1.1 MAILBOX TO BE INSTALLED PER MANUFACTURER SPECIFICATIONS, REFER TO SPECIFICATION DETAIL #3 ON SHEET CA-7.0 OR PROVIDE AN APPROVED EQUAL. VERIFY W/ OWNERS. (N) PAVERS @ DRIVEWAY APPROACH, COLOR & DESIGN TO MATCH (E) HISTORICAL BRICK WALKWAY LEADING TO THE ADOBE. EXTERIOR STAIRS AT 6" RISE AND 12" TREAD TO HAVE BIKE RAMP TO BE INSTALLED PER MANUFACTURER SPECIFICATIONS, REFER TO SPECIFICATION DETAIL #2 ON SHEET CA-7.0 OR PROVIDE AN APPROVED EQUAL. REFER TO CIVIL DRAWINGS. MAINTAIN (E) PAVED DRIVEWAY EASEMENT MAINTAIN (E) TRELLIS STRUCTURE, VERIFY LOCATION IN FIELD ALL RESIDENTIAL UNITS SHALL HAVE A WATER HEATER CLOSET & A WATER HEATER PUMP TO BE INSTALLED PER MANUFACTURER SPECIFICATIONS, VERIFY LOCATION IN FIELD. TO COMPLY W/ CALIFORNIA ENERGY REPORTS. ALL RESIDENTIAL UNITS SHALL HAVE A MINI-SPLIT CONDENSER TO BE INSTALLED PER MANUFACTURER SPECIFICATIONS, VERIFY LOCATION IN FIELD. TO COMPLY W/ CALIFORNIA ENERGY REPORTS. (N) FENCE AT PROPERTY LINE TO MATCH (E) FENCE IN HEIGHT, DESIGN, AND COLOR (E) FENCE TO BE MAINTAINED PLANTER BOXES, REFER TO LANDSCAPE PLANS TREEMAYHAVETOBETRIMMEDORPRUNEDTO ALLOW FOR CLEARANCE ABOVE UNIT ROOFS, TO BE VERIFIED ON SITE AND WITH THE ARBORIST. REFER TO ARBORIST REPORT AND TREE REMOVAL PLAN. TREEMAYHAVETOBETRIMMEDORPRUNEDTO ALLOW FOR 6'-8" CLEARANCE ABOVE WALKWAYS, TO BE VERIFIED ON SITE AND WITH THE ARBORIST. REFER TO ARBORIST REPORT AND TREE REMOVAL PLAN. PAVED WALKWAY AT GROUND LEVEL. VERIFY MATERIAL W/ OWNER. (E) BRICK PAVERS, REPAIR AS NEEDED PER SOI STANDARDS (N) LANDSCAPED AREAS TO COMPLY WITH SOI STANDARDS. REFER TO LANDSCAPE PLANS. LOCATION OF FUTURE ELECTRICAL VEHICLE CHARGING STATION & EQUIPMENT. INSTALL DETECTABLE WARNING SURFACE PER CIVIL DRAWINGS C-2.0 PROVIDE PLANTER BOXES ABOVE LONG TERM BIKE SHED, SEE DTL 1/CA-7.0 SECURED GATE AND FENCE FOR LONG TERM BIKE PARKING AND TRASH ENCLOSURE INSTALL (N) TRANSFORMER AND TRANSFORMER PAD PER ELECTRICAL INSTALLER REQUIREMENTS, SEE C-4.0 FOR MORE INFORMATION SITE PL AN SCALE: 1/8" = 1'-0" 0' SCALE:1/8"=1' 8' 16'4' Page 42 of 91 TH RE S H O LD EL EV.=181.83' 24"TREE REMOVED WATER RISER EXPOSED PIPES (UNKNOWN ORIGIN) BRICK W ALKWA Y BRICKWALKWA Y CO NC R E T E SIDE WA LK CO N C R ETE SID E WALK CO N C R E T E DR I V EWAY (E) CO N C R E T E DRI V EWAY CO N C R ETE CU R B & GU T TE R BUSH SS 48"STUMP BRICK PATH BRICK PATH NEIGHBORING RESIDENCE DA N A S T R E E T APPROXIMATE TOP OF BANK APPROXIMATE TOP OF BANK ST E N N E R C R E E K 35 FT S E T B A C K P E R 17 .70 .03 0 .2.B PROPERTY L I N E PROPERTY LINE WM (EXISTING) SHARED PAVED DRIVEWAY EASEMENT WM 3 12 RA M P U P RA M P U P EASEMENT COM M U NIT Y SPACE ADAR ES T ROOM (E)KIT CHEN COMMO N A REA F ORRES IDEN TS COMMUNITY SPA CE MANAGE M E N T SP A CE ST OR AGE ST O R AGE RE H A B ILITA T E ( E ) ON E S T O RY HISTOR I C AD OBE OC C : B (E)FULL BAT HROO M (E) FULL BAT HROO M TREE 1 TREE 3 TREE 7 TREE 8 TREE 10 TREE 9 TREE 6 TREE 4 TREE 5 TREE 11 TREE 12 TREE 13 TREE 15 TREE 16 TREE 14 TREE 2 BRICK PAPPTAAH (EXISTING)SHARED PAPPVAAED DRIVEWAWWYAA EASEMENT 3 RRAAMMPPUUPP TRTTEE 2 RRAAMMPPUUPP CONCRETE SIDEWAWW LK STREET WWWWMM TTTTTTTTTTTTTTTRRRRRRRRRRRRRRRRRRRRTTTTTTEEEEEEEEEE 15 TRTTEE 11 TTTTTTTTTT TRTTEE 16 TRTTEE 1 TTTTTTTTTTTTTTTTTRRRRRRRRRRRRRRRRRTEEEEEEEEEEEEEEEEE CO S EEEEEEEEE 13 EEEEEEEEEEEE 12 TTRRRRRRTTTEEEEEEEEEEE TTTTTTTTTTRTTEEEEEEEE TRTTEE 11144 24"TREE24TREE REMOVED 30" PECAN TREE REMOVED X TRTTEE 4 5" LOCUST MAINTAINED TTTTRRRRTTTTTEEEEEEE 555 5" OAK MAINTAINED REE 6TTTTRTTTEE 30" OAK MAINTAINED 27" OAK REMOVED TTTTRRRTTTTEEEEEEE 7777 10" OAK MAINTAINED TRTTEE 88 12" OAK MAINTAINED 40"AVOCADO REMOVED X 7" PERSIMMON TREE REMOVED X 12" PERSIMMON TREE REMOVED X 5" PERSIMMON TREE REMOVED X 10" PITTOSPORUM TREE REMOVED X 10" POPLAR REMOVED 67" REDWOOD MAINTAINED 36" REDWOOD MAINTAINED TTRRTTTTEE 9 13" OAK MAINTAINED TRTTEE 10D 12" OAK MAINTAINED 36" MAGNOLIA MAINTAINED 12" OAK MAINTAINED 6" PITTOSPORUM MAINTAINED 42" SYCAMORE MAINTAINED 43" SYCAMORE MAINTAINED 18"AVOCADO REMOVED 37"AVOCADO MAINTAINED X 8" VALLEY OAK REMOVED X 5" LOCUST REMOVED X 5" LEMON 3" OAK REMOVED WAWWTAAER RISER EXPOSED PIPES (UNKNOWN ORIGIN) APPROXIMATAAE TOP OF BANK TRTTEE 3 36" OAK MAINTAINED X X X X X XX X X X X 033 CA-1.1 TR E E E X H IBIT SM A R T S H A R E H O U S ING SO LUT ION S P. O . B O X 1 5 0 3 4 S L O , C A 9 3 4 0 6 (8 0 5 ) 2 1 5 - 5 4 7 4 WA T E R M A N VI L L AG E 46 6 D A N A S T R E E T SA N L U I S O B I S P O , C A 9 3 4 0 1 Th e s e d r a w i n g s a r e i n s t r u m e n t s of s e r v i c e a n d a r e t h e p r o p e r t y o f HU N T E R S M I T H AR C H I T E C T U R E . Al l d e s i g n s a n d o t h e r i n f o r m a t i o n on t h e d r a w i n g s a r e f o r u s e o n t h e sp e c i f i e d p r o j e c t a n d s h a l l n o t b e us e d o t h e r w i s e w i t h o u t t h e ex p r e s s e d w r i t t e n p e r m i s s i o n o f HU N T E R S M I T H AR C H I T E C T U R E 86 0W al n u t Str e e t • Sui t e B • San Lui s Obi s p o • CA 93 4 01 HUNTER SMITH & ASSOCIATES,INC. DBA HUNTER SMITH ARCHITECTURE ©2024 10-31-2025 C-38575 NOT F O R C O N S T R U C T ION Ap r 8 , 2 0 2 4 PLOT D A T E : ARC SUBMITTAL 20 JUN 2022 REV SUBMITTAL 01 AUG 2022 ARC RESUBMITTAL 10 JAN 2023 ARC RESUBMITTAL 2 09 APR 2024 NOTE: REFER TO TREE ASSESSMENT REPORT ON SHEET CA-1.2 AND LANDSCAPE PLAN ON SHEET CLS1.TREE EXHIBIT SCALE: 1/8" = 1'-0" 0' SCALE:1/8"=1' 8' 16'4' Page 43 of 91 033 CA-1.2 TR E E A S S E S S M E N T RE P O R T SM A R T S H A R E H O U S ING SO LUT ION S P. O . B O X 1 5 0 3 4 S L O , C A 9 3 4 0 6 (8 0 5 ) 2 1 5 - 5 4 7 4 WA T E R M A N VI L L AG E 46 6 D A N A S T R E E T SA N L U I S O B I S P O , C A 9 3 4 0 1 Th e s e d r a w i n g s a r e i n s t r u m e n t s of s e r v i c e a n d a r e t h e p r o p e r t y o f HU N T E R S M I T H AR C H I T E C T U R E . Al l d e s i g n s a n d o t h e r i n f o r m a t i o n on t h e d r a w i n g s a r e f o r u s e o n t h e sp e c i f i e d p r o j e c t a n d s h a l l n o t b e us e d o t h e r w i s e w i t h o u t t h e ex p r e s s e d w r i t t e n p e r m i s s i o n o f HU N T E R S M I T H AR C H I T E C T U R E 86 0W al n u t Str e e t • Sui t e B • San Lui s Obi s p o • CA 93 4 01 HUNTER SMITH & ASSOCIATES,INC. DBA HUNTER SMITH ARCHITECTURE ©2024 10-31-2025 C-38575 NOT F O R C O N S T R U C T ION Ap r 8 , 2 0 2 4 PLOT D A T E : ARC SUBMITTAL 20 JUN 2022 REV SUBMITTAL 01 AUG 2022 ARC RESUBMITTAL 10 JAN 2023 ARC RESUBMITTAL 2 09 APR 2024 TREE ASSESSMENT REPORT WATERMAN VILLAGE TINY HOUSE PROJECT TREE ASSESSMENT REVISED April 03, 2024 Prepared by Terry Lee ASLA, Landscape Architect RLA#4106 Shaun Callarman Certified Arborist WE3356A 319 NORTH HIGHWAY 1 #54GROVER BEACH | CA 93433RLA 4108 | LEED GR \ ARBORIST Page 2 Purpose The client, Waterman Village Tiny Home Project (Smartshare Housing Solutions), contracted with me, Terry Lee Landscape Architect (TLLA) to perform the following Tree Survey Scope of Work: " ! # On May 11, 2023, Certified Arborist Shaun Callarman and myself prepared the following tree survey of all the existing trees on site and off site trees of influence. Tree Inventory The following trees where found to be of good to poor health. The table below indicates their disposition for protection or removal. Measurements were made in accordance with ISA standards. Tree canopies are displayed on the Conceptual Landscape Site Plan, Figure 1. Trees to Remain (16) Trunk Size Tree Type Disposition 43” California Sycamore Good Healthy Tree to remain 42” California Sycamore Good Healthy Tree to remain67” Redwood Good Healthy Tree to remain36” Redwood Good Healthy Tree to remain 6” Pittosporum Good Healthy Tree to remain 36” Magnolia Multi-Trunk Good Healthy Tree to remain 12” Coastal Live Oak Multi-Trunk Good Healthy Tree to remain 5” Coastal Live Oak Multi-Trunk Good Healthy Tree to remain 10” Coastal Live Oak Multi-Trunk Good Healthy Tree to remain12” Coastal Live Oak Multi-Trunk Good Healthy Tree to remain 12” Coastal Live Oak Multi-Trunk Good Healthy Tree to remain 13” Coastal Live Oak Multi-Trunk Good Healthy Tree to remain 37” Avacado Good Healthy Tree to remain 30” Coastal Live Oak Good Healthy Tree to remain* 36” Coastal Live Oak Good Healthy Tree to remain5” Locust Good Healthy Tree to remain Trees to Be Removed(12) Trunk Size Tree Type Disposition 37” Avocado Multi-Trunk Fair Health to be removed 8” Valley Oak Fair Health to be removed 18” Avocado Multi-Trunk Fair Health to be removed5” Locust Poor Health to be removed 5” Meyer Lemon Poor Health to be removed 30” Pecan Fair Health to be removed 10” Poplar Fair Health to be removed 10” Pittosporum Poor Health to be removed 5” Persimmon Poor Health to be removed 7” Persimmon Fair Health to be removed 12” Persimmon Fair Health to be removed27” Coastal Live Oak Fair Health to be removed This project will comply with the requirement of a Tree Removal Permit with the City of San Luis Obispo as deemed necessary prior to demolition. 319 NORTH HIGHWAY 1 #54GROVER BEACH | CA 93433RLA 4108 | LEED GR \ ARBORIST Page 3 Figure 1 Conceptual Landscape Site Plan This site plan shows the existing tree types, tree trunk diameter and approximate canopy location. Trees to be removed are marked by in Red. The Critical Root Zone (CRZ) of each tree to remain is marked by a Blue circle around the tree. Trees to remain are suitable for protection during construction. Field adjustments to the new construction may be required to avoid unknown impacts as the location of the trees was provided on the Site Survey. 319 NORTH HIGHWAY 1 #54GROVER BEACH | CA 93433RLA 4108 | LEED GR \ ARBORIST Page 4 Trees Impacts from Construction Activities The Oak Trees in the back right corner of the property will likely be impacted by construction of Units 13 and 15 and the adjacent walkway as these structures are located within the CRZ (Critical Root Zone). Units 11 and 13 when constructed will impact the CRZ and protection measures will need to be implemented. Units 15, 17 and 18 will also impact the 40” Avocado tree's roots and will be removed. The 67"/30” Redwood’s root mat is likely to be disturbed during construction of Unit 19 as shown by the blue CRZ circle. In addition, the grading for the ADA parking under the 37”Avocado Tree may also impact this tree's roots as the parking area is well with its CRZ. The project may impact tree roots with general construction activities and installation of underground utilities. As of now, we have been told that every effort will be made to keep all underground utilities away from the critical root zones shown on the site plan. Grading for site drainage should be kept to a minimum and avoid tree CRZ where possible. Mitigation of Tree Impacts The proposed foundation for the raised Tiny Houses is demonstrated in by the concept drawings of Figure 2 and 3. Using 6 to 8 Helical Piers per tiny house would minimize root disturbance and likely be well within the maximum 25% of impact to critical root zones that a tree is generally able to tolerate and remain healthy (ISA Standard). Therefore, using helical piers for construction of the tiny houses and the proposed elevated walkways is recommended for mitigation to the potential impacts to all CRZs. Figure 2 and 3 Conceptual Helical Pier Layout 319 NORTH HIGHWAY 1 #54GROVER BEACH | CA 93433RLA 4108 | LEED GR \ ARBORIST Page 5 Suitability for Preservation and Protection All trees listed in the Tree Inventory listed on Page 2 that are to remain, are in good healthy condition and have good suitability for protection and preservation with the proper care and protection during construction. The trees will need to be protected during construction to minimize damage to the root, the canopy and trunk areas. See Tree Protection Specifications below. In addition, the trees will need pruning by a certified Arborist to raise the weighted canopies above the project’s ‘Tiny House’s’ roof line during construction and to allow equipment clearance. This pruning will greatly improve the tree’s structure and provide a balanced canopy with the tree’s drip line reduced so the tree remains healthy and not a liability to the future of the trees with the new Tiny Houses. Tree Protection Tree protection focuses on protecting trees from damage to the roots, trunk, or scaffold branches from heavy equipment. two zones of protection need to be determined to protect the tree's health and structure, the Tree Protection Zone (TPZ) and the Critical Root Zone (CRZ) The tree protection zone (TPZ) is the defined area in which certain activities are prohibited to minimize potential injury to the tree. The TPZ can be determined by a formula based on species tolerance, tree age, and diameter at breast height or at the drip line in some instances. For this project, I would use the drip line as the protection distance. Figure 1: The image below depicts the drip line, CRZ and TPZ for Oak Trees. Critical Root Zone The critical root zone (CRZ) is the area of soil around the trunk of a tree where roots are located that provide stability and uptake of water and nutrients required for the tree's survival. The CRZ is the minimum distance away from the trunk that needs to be protected from disturbance, and will be defined by the distance of 5 times the trunk diameter in feet. For example, if the tree is 2 feet in diameter, the minimum CRZ 6 ft. high distance would be 10 feet from the stem. Under certain circumstances, disturbing or cutting roots in a CRZ may be unavoidable. In such cases, the work should be done only under the on-site supervision of an ISA Certified Arborist Sturdy TPZ (Tree Protection Zone) Fencing installed at the dripline of the tree for this application. Field adjustments for overlapping canopies will need to made for ease of protection fencing. 319 NORTH HIGHWAY 1 #54GROVER BEACH | CA 93433RLA 4108 | LEED GR \ ARBORIST Page 6 Important Considerations 1. Place tree protection fencing at the drip line distance around both trees to be preserved, where possible. 2. Adopt a no dig policy around the trees TPZ and do not grade or trench for sub aggregate base within the CRZ of the trees, except as permitted, as in the case of a helical pier foundation system, and monitored by the project arborist. 3. Do not grade within the critical root zones of the tree or raise the grade. Use existing grade where possible. Maintain a minimum distance of 15 feet of no disturbance on all affected sides. 4. Maintain soil moisture by irrigating under the trees during summer months. 5. Have a qualified arborist prune the existing trees to be protected prior to start of project, with an objective of providing adequate clearance for heavy equipment (14 feet). Tree maintenance specifications should be written in accordance with ANSI A300 standards. Construction Best Practices 1. Pre-Construction Meeting Prior to beginning work, all contractors involved with the project should attend a pre- construction meeting with the project arborist to review the tree protection guidelines: Access routes, storage areas, and work procedures discussed. 2. Tree Protection Zones and Fencing Tree protection fencing should be established prior to the arrival of construction equipment or materials on site. Fencing should be comprised 4-foot-high orange safety fence, and secured to 4-foot t-posts 6’ apart. Once established, the fencing must be maintained throughout the construction process until final inspection and should be inspected periodically for damage and proper function and be repaired as necessary, to provide a physical barrier from general construction activities. 3. Monitoring Any trenching, grading or demolition deeper than 12” that is expected to within the CRZ or that encounter tree roots shall be monitored by the project arborist and should be documented. The site shall be evaluated by the project arborist after construction is complete, and any necessary remedial work that needs to be performed should be noted. 4. Restrictions Within the Tree Protection Zone No storage of construction materials, debris, or excess soil will be allowed within the TPZ. Spoils from any potential trenching shall not be placed within the tree protection zone either temporarily or permanently. Construction personnel and equipment shall be routed outside the TPZ. 319 NORTH HIGHWAY 1 #54GROVER BEACH | CA 93433RLA 4108 | LEED GR \ ARBORIST Page 7 5. Root Pruning When roots over two inches in diameter are encountered during monitoring should be pruned by hand with loppers, handsaw, or chainsaw rather than left crushed or torn. Roots should be cut beyond sinker roots or outside root branch junctions and be supervised by the project arborist. When completed, exposed roots should be kept moist with burlap or backfilled within one hour. 6. Watering of Protected Trees If the construction is to occur during the summer months supplemental watering should be applied to help ensure survival during and post construction. 7. Tree Pruning All tree pruning should be performed by a qualified arborist. Tree pruning shall be specified according to ANSI A-300A pruning standards and adhere to ANSI Z133.1 safety standards. Trees that need to be pruned should be identified in the pre-construction walk through. 8. Tree Protection Signs All sections of fencing should be clearly marked with signs stating that all areas within the fencing are Tree Protection Zones and that disturbance is prohibited. Mitigations and Recommendations With the construction practices listed above and the project requirements below, tree impacts can be considered less than significant, and we believe this project can achieve objectives of adobe rehab and housing construction, as proposed, while protecting all heritage trees on site. The impacts to the tree’s CRZ indicted on the Site Plan, Figure 1 page 3, may have been impacted greatly with conventional foundation construction. However, based on the concept drawings of Figure 2 and 3 on Page 4 the Helical Piers construction technique with raised pathway design should minimize impacts, with impacts therefore considered less than significant. We recommend requiring this project to: 1) use helical piers or similar low impact foundation system in all CRZs; 2) maintain raised pathway to minimize impacts to CRZs; 3) minimize site grading; 4) use permeable paving for all hardscape; and 5) employ best construction practices for CRZ, as listed." We recommend proceeding with the development using the Helical Piers for the Tiny Units. Prepared by Terry Lee, Shaun Callarman, Landscape Architect, ASLA, LEED, ARBORIST Certified Arborist WE3356A End of Document. Page 44 of 91 033 CA-5.0 SITE LI GH T ING P LAN SM A R T S H A R E H O U S ING SO LUT ION S P. O . B O X 1 5 0 3 4 S L O , C A 9 3 4 0 6 (8 0 5 ) 2 1 5 - 5 4 7 4 WA T E R M A N VI L L AG E 46 6 D A N A S T R E E T SA N L U I S O B I S P O , C A 9 3 4 0 1 Th e s e d r a w i n g s a r e i n s t r u m e n t s of s e r v i c e a n d a r e t h e p r o p e r t y o f HU N T E R S M I T H AR C H I T E C T U R E . Al l d e s i g n s a n d o t h e r i n f o r m a t i o n on t h e d r a w i n g s a r e f o r u s e o n t h e sp e c i f i e d p r o j e c t a n d s h a l l n o t b e us e d o t h e r w i s e w i t h o u t t h e ex p r e s s e d w r i t t e n p e r m i s s i o n o f HU N T E R S M I T H AR C H I T E C T U R E 86 0W al n u t Str e e t • Sui t e B • San Lui s Obi s p o • CA 93 4 01 HUNTER SMITH & ASSOCIATES,INC. DBA HUNTER SMITH ARCHITECTURE ©2024 10-31-2025 C-38575 NOT F O R C O N S T R U C T ION Ap r 8 , 2 0 2 4 PLOT D A T E : ARC SUBMITTAL 20 JUN 2022 REV SUBMITTAL 01 AUG 2022 ARC RESUBMITTAL 10 JAN 2023 ARC RESUBMITTAL 2 09 APR 2024 EXTERIOR LIGHTING KEY: EL-2 LED IN-GRADE LUMINAIRES WITH ASYMMETRICAL LIGHT DISTRIBUTION ON POSTS AT RAISED WALKWAY EXTERIOR LIGHTING GENERAL NOTES: 1. ALL EXTERIOR LIGHTING FIXTURES SHALL BE OF A LOW INTENSITY, LOW GLARE DESIGN AND SHALL BE SHIELDED WITH FULL CUT-OFF DESIGN AND DIRECTED DOWNWARD SO THAT NEITHER THE LAMP NOR THE RELATED REFLECTOR INTERIOR SURFACE IS VISIBLE FROM ANY LOCATION OFF OF THE PROJECT SITE IN ORDER TO PREVENT SPILL OVER ONTO ADJACENT LOTS UNDER SEPARATE OWNERSHIP. 2. NO EXTERIOR LIGHTING SHALL BE INSTALLED OR OPERATED IN A MANNER THAT WOULD THROW LIGHT, EITHER REFLECTED OR DIRECTLY, IN AN UPWARD DIRECTION. 3. REDUCE THE LEVEL OF OF THE PARKING LOT LIGHTS TO THE MINIMUM STANDARD ALLOWED BY BUILDING CODE AFTER 10:00 P.M. DURING NORMAL OPERATIONS 4. POLE MOUNTED LIGHTING SHALL ONLY BE USED TEMPORARILY FOR SPECIAL EVENTS AND SEASONALAGRICULTURE ACTIVITIES. 5. PARKING LOT LIGHTING SHALL BE PROVIDED AT ALL STEPS AND RAMPS. FIXTURES SHALL BE MOUNTED ON LOW POLES, LOCATED AWAY FROM POTENTIAL VEHICLE IMPACT. 6. CUT OFF LIGHTING SHALL BE USED TO ILLUMINATE REAR PARKING, LOADING/UNLOADING AREAS AND OTHER OUTDOOR STORAGE OR WORK AREAS. LED ON-GROUND LUMINAIRES WITH WIDE BEAM DISTRIBUTION FOR ILLUMINATING GROUND SURFACES WALKWAYS.EL-3 TWIN LED- ROADWAY LUMINAIRES WITH ASYMMETRICAL WIDE SPREAD LIGHT DISTRIBUTION (ZERO UPLIGHT PRODUCED, DARK SKY COMPLIANT). EL-1 LED COMPACT DOWNLIGHTS WITH NARROW BEAM SYMMETRICAL LIGHT DISTRIBUTION. LOCATED AT EXTERIOR CEILING MAIN ENTRANCES. EL-4 TH RE S H O LD EL EV.=181.83' 24"TREE REMOVED WATER RISER EXPOSED PIPES (UNKNOWN ORIGIN) BRICK W ALKWA Y BRICKWALKWA Y CO NC R E T E SIDE WA LK CO N C R ETE SID E WALK CO N C R E T E DR I V EWAY (E) CO N C R E T E DRI V EWAY CO N C R ETE CU R B & GU T TE R BUSH S 48"STUMP BRICK PATH BRICK PATH NEIGHBORING RESIDENCE DA N A S T R E E T APPROXIMATE TOP OF BANK APPROXIMATE TOP OF BANK ST E N N E R C R E E K 35 FT S E T B A C K P E R 17 .70 .03 0 .2.B 48 .79 ° 20 '-0 " SE T BA C K PROPERTY L I N E 10'-0" SETBACK 6' -0 " SE T B A C K PROPERTY LINE 6' -0 " SE T B A C K WM (EXISTING) SHARED PAVED DRIVEWAY EASEMENT WM 3 14 ' -6" MAILBOXES UNIT #20 (TYPE A) UNIT #12 (TYPE B) UNIT #11 (TYPE B MIRRORED) UNIT #14 (TYPE B)UNIT #16 (TYPE B) UNIT #15 (TYPE C) UNIT #13 (TYPE C) UNIT #19 (TYPE A MIRRORED) UNIT #7 (TYPE C) UNIT #8 (TYPE C) UNIT #9 (TYPE C) UNIT #10 (TYPE C) UNIT #6 (TYPE AA) UNIT #5 (TYPE AA) UNIT #3 (TYPE D MIRRORED) UNIT #4 (TYPE D MIRRORED) 12'-0"5'-0"9'-6"9'-6" NO PARKING 18 ' -0 " 6'-0 " UNIT #1 (TYPE C) UNIT #2 (TYPE C) 4'-0" 8' -0 " 12 8'-6" RA M P U P RA M P U P EASEMENT 12'-0 " EA S E M E N T UNIT #17 (TYPE C) UNIT #18 (TYPE C) COM M U NIT Y SPACE ADAR ES T ROOM (E)KIT CHEN COMMO N A REA F ORRES IDEN TS COMMUNITY SPA CE MANAGE M E N T SP A CE ST OR AGE ST O R AGE RE H A B ILITA T E ( E ) ON E S T O RY HISTOR I C AD OBE OC C : B (E)FULL BAT HROO M (E) FULL BAT HROO M TREE 1 TREE 3 TREE 7 TREE 8 TREE 10 TREE 9 TREE 6 TREE 4 TREE 5 TREE 11 TREE 12 TREE 13 TREE 15 TREE 16 TREE 14 TREE 2 14'-6" MAILBOXES 8'-6" TTTTT BRICKWAWWLKWAWWYAA BRICKWAWWLKWAWWYAA TTTTTT RRAAMMPPUUPP RRAAMMPPUUPP 6'-0 "" SITE LIGHTING PL AN SCALE: 1/8" = 1'-0" 0' SCALE:1/8"=1' 8' 16'4' NOTE: VERIFY LIGHT FIXTURES AND PLACEMENTS WITH OWNER. WALL MOUNTED DARK SKY COMPLIANT LIGHT FIXTUREEL-4 CEILING MOUNTED LIGHT FIXTURE AT BIKE STORAGE AND TRASH ENCLOSUREEL-4 LIGHT STRIPS AT STAIRCASESEL-4 Page 45 of 91 033 CA-6.0 AD O B E D R Y FLOO D P R O O F ING ST R A T E G IES SM A R T S H A R E H O U S ING SO LUT ION S P. O . B O X 1 5 0 3 4 S L O , C A 9 3 4 0 6 (8 0 5 ) 2 1 5 - 5 4 7 4 WA T E R M A N VI L L AG E 46 6 D A N A S T R E E T SA N L U I S O B I S P O , C A 9 3 4 0 1 Th e s e d r a w i n g s a r e i n s t r u m e n t s of s e r v i c e a n d a r e t h e p r o p e r t y o f HU N T E R S M I T H AR C H I T E C T U R E . Al l d e s i g n s a n d o t h e r i n f o r m a t i o n on t h e d r a w i n g s a r e f o r u s e o n t h e sp e c i f i e d p r o j e c t a n d s h a l l n o t b e us e d o t h e r w i s e w i t h o u t t h e ex p r e s s e d w r i t t e n p e r m i s s i o n o f HU N T E R S M I T H AR C H I T E C T U R E 86 0W al n u t Str e e t • Sui t e B • San Lui s Obi s p o • CA 93 4 01 HUNTER SMITH & ASSOCIATES,INC. DBA HUNTER SMITH ARCHITECTURE ©2024 10-31-2025 C-38575 NOT F O R C O N S T R U C T ION Ap r 8 , 2 0 2 4 PLOT D A T E : ARC SUBMITTAL 20 JUN 2022 REV SUBMITTAL 01 AUG 2022 ARC RESUBMITTAL 10 JAN 2023 ARC RESUBMITTAL 2 09 APR 2024 COMMUNITY SPACE ADA RESTROOM (E) KITCHEN COMMON AREA FOR RESIDENTS COMMUNITY SPACE MANAGEMENT SPACE STORAGE STORAGE REHABILITATE (E) ONE STORY HISTORIC ADOBE OCC: B (E) FULL BATHROOM(E) FULL BATHROOM ADOBE FLOOD GATE PLAN Scale: 3/16" = 1'-0"1 FLOOD GATE 2 FLOOD GATE 3FLOOD GATE 1 FLOOD GATE 4 13 CA-6.0 TYP. 12 CA-6.0 DRY FLOODPROOFING STRATEGIES 1 FLOODGATES AT DOOR & WINDOW OPENINGS BELOW THE BFE 2 ELECTRICAL OUTLETS SHALL BE INSTALLED ABOVE THE BFE 3 EQUIPMENT SHALL BE LOCATED ABOVE THE BFE 4 THE STRUCTURE SHALL BE PROPERLY ANCHORED HISTORIC ADOBE DRY FL OODPROOFING PL AN SCALE: 3/16" = 1'-0"SCALE:3/16"=1' 8'4'2'0' (AE) AE Page 46 of 91 033 CA-7.0 SITE SP E C IFICA T ION S SM A R T S H A R E H O U S ING SO LUT ION S P. O . B O X 1 5 0 3 4 S L O , C A 9 3 4 0 6 (8 0 5 ) 2 1 5 - 5 4 7 4 WA T E R M A N VI L L AG E 46 6 D A N A S T R E E T SA N L U I S O B I S P O , C A 9 3 4 0 1 Th e s e d r a w i n g s a r e i n s t r u m e n t s of s e r v i c e a n d a r e t h e p r o p e r t y o f HU N T E R S M I T H AR C H I T E C T U R E . Al l d e s i g n s a n d o t h e r i n f o r m a t i o n on t h e d r a w i n g s a r e f o r u s e o n t h e sp e c i f i e d p r o j e c t a n d s h a l l n o t b e us e d o t h e r w i s e w i t h o u t t h e ex p r e s s e d w r i t t e n p e r m i s s i o n o f HU N T E R S M I T H AR C H I T E C T U R E 86 0W al n u t Str e e t • Sui t e B • San Lui s Obi s p o • CA 93 4 01 HUNTER SMITH & ASSOCIATES,INC. DBA HUNTER SMITH ARCHITECTURE ©2024 10-31-2025 C-38575 NOT F O R C O N S T R U C T ION Ap r 8 , 2 0 2 4 PLOT D A T E : ARC SUBMITTAL 20 JUN 2022 REV SUBMITTAL 01 AUG 2022 ARC RESUBMITTAL 10 JAN 2023 ARC RESUBMITTAL 2 09 APR 20243URYLGHV D VDIH HIé $ #$$& ') $ " & ## ") #$#% " ' #$"#)#$ Product Specifications BICYCLE ACCESS RAMP + % "# ' "#'$ )#$"#)#$ "#"% $ + ) #%" $#"!%"$ # )$# "( #&$ #% %#$ # # "' # #$"$ + #$ # $ ' "'$ $) # #% $ *$"'$ + $" %$$%"" # "!%"# ) $ $' $" # + " $ $$# "& $## " " # #%" $%$&%# +' % % " ($"%# #$ ###$ % $ $' $"%#$ + "$ "# % $" % $ $ #& Our Saris Infrastructure representatives can assist with custom layout and spacing to meet your room dimensions and desired bike capacity. "#'+ 0&# 5# . 3 .. +05 40.1"#" )1*'+1* .1++#) 0 '+)#// /0##)'+/0 )) 0',+ & ."3 .# ,+!.#0# +!&,./ '+!)1"#" Recommended Setbacks Bicycle Access Ramp Modules ,"1)# .0 #/!.'0-0',+ *- 6 ,1+0'+%. !(#0 ,'+'+%. !(#0 +" - #0 Modules ,"1)# .0 78 0, 6 0,6 0, 6 0,6 0, 6 0, 6 0,6 2#.6 ,+0 !0 .'/+$. /0.1!01.# #!,**#+"#"'/0 +!# $.,* )) 0 '."%# 8 +/0 )) 0',+#+%0& 78 +# .# " #+%0& ) !#0&##"%#,$0&#. *- DVVHPEO\ÜIURPWKHDGMDFHQWZDOORUHGJHRIVWDLUZD\ BIKE RACKS N.T.S.1 VERIFY WITH OWNER BIKE RAMP AT STAIRS N.T.S.2 VERIFY WITH OWNER &(175$/$9(18( &$5621&$ 48" AFF3 15" AFF2 15" AFF2 15" AFF2 Note: The shaded areas in the units listed below incorporate regulations and the maximum number of compartments that fall below the ADA upper reach limit of 48”. Consult local authorities for specific standards. Cluster Box Unit and Outdoor Parcel Locker ADA Accessibility Guidelines 3316 - Type III 3308 - Type I 3304 - Type II 3306 - Type VI 3312 - Type II 3302 - Type I 3313 - Type IV 3305 - Type V (16 A doors, 2 Parcels, OM) (8 A doors, 2 Parcels, OM) (4 Parcels, CA) (8 A doors, 4 Parcels, OM) (12 A doors, 1 Parcels, OM) (2 Parcels, CA) (13 B doors, 1 Parcel, OM) (4 C doors, 2 Parcels, OM) Finished Floor 72" 60" 48" 36" 24" 12" Page 1 of 1 Finished Floor 26-3/4" AFF1 Bottom Shelf of Bottom Mailbox 46" AFF 1 Bottom Shelf of Bottom Mailbox 46" AFF 1 Bottom Shelf of Bottom Mailbox 30-1/4" AFF1 Bottom Shelf of Bottom Mailbox 16-1/4" AFF1 Bottom Shelf of Bottom Parcel Locker 30-1/4" AFF 1 Bottom Shelf of Bottom Parcel Locker 30-1/4" AFF 1 Bottom Shelf of Bottom Parcel Locker 30-1/4" AFF 1 Bottom Shelf of Bottom Parcel Locker and Mailbox 16-1/4" AFF1 Bottom Shelf of Bottom Parcel Locker 16-1/4" AFF1 Bottom Shelf of Bottom Parcel Locker and Mailbox 42" AFF1 Center of Access Door 42" AFF 1 Center of Access Door 42" AFF 1 Center of Access Door 42" AFF 1 Center of Access Door 42" AFF1 Center of Access Door 34-1/8" AFF1 Center of Access Door 57-3/4" AFF1 Center of Top Lock 57-3/4" AFF1 Center of Top Lock 57-3/4" AFF1 Center of Top Lock 57-3/4" AFF1 Center of Top Lock 57-3/4" AFF1 Center of Top Lock 56-7/8" AFF1 Center of Top Lock 48" AFF3 72" 60" 48" 36" 24" 12" CLUSTER BOX UNITS ADA compliant compartment Finished Floor 48" AFF3 72" 60" 48" 36" 24" 12" OUTDOOR PARCEL LOCKERS (Revised 4/25/2022) Salsbury Industries • 18300 Central Avenue, Carson, CA 90746-4008 • Phone: (800) 624-5269 • Fax: (800) 624-5299 • email: engineering@mailboxes.com Copyright ©2022 Salsbury Industries. All rights reserved. ADA compliant compartment 16-1/4" AFF1 Bottom Shelf of Bottom Parcel Locker 16-1/4" AFF1 Bottom Shelf of Bottom Parcel Locker 37-1/2" AFF1 Center of Access Door 37-1/2" AFF1 Center of Access Door 55" AFF1 Center of Top Lock 55" AFF1 Center of Top Lock 1 – AFF=Above Finished Floor 2 – 15" AFF – Lowest forward reach and side reach limit allowed per ADA guidelines 3 – 48" AFF – Highest location of USPS arrow lock installation and at least one customer compartment shall be positioned less than 48" AFF MAIL BOX N.T.S.3 VERIFY WITH OWNER 6$1/8,62%,632&$ 6&$/( ,1&+(6 '$7( '5$:1%< &0+ (0$,/ LQIR#3HDN5DFNVFRP 3+21( 0$7(5,$/6 ),1,6+ 0$7(5,$/6 +2752//('5281'%$5+2752//('5281'%$5 [[$1*/( ),1,6+ 67$1'$5'+27',33('*$/9$1,=('237,21$/ 32:'(5&2$7 %$6,&&2/256 %,.(6,1*/(6,'(' :+((/63$&,1* 127( '5$:,1*12 6$1/8,62%,632&$ $,/ IR#3HDN5DFNVFRP 3+21( 66&5 6$1/8,62%,632&$ 6&$/( ,1&+(6 '$7( '5$:1%< &0+ (0$,/ LQIR#3HDN5DFNVFRP 3+21( 0$7(5,$/6 ),1,6+ 0$7(5,$/6 +2752//('5281'%$5+2752//('5281'%$5 [[$1*/( ),1,6+ 67$1'$5'+27',33('*$/9$1,=('237,21$/ 32:'(5&2$7 %$6,&&2/256 %,.(6,1*/(6,'(' :+((/63$&,1* 127( '5$:,1*12 6$1/8,62%,632&$ $,/ IR#3HDN5DFNVFRP 3+21( 66&5 NOTE: ENSURE ACCESSIBLE UNITS ARE ASSIGNED ACCESSIBLE MAILBOX SPACE. ANGL ED BIKE RACKS N.T.S.4 VERIFY WITH OWNER RIGHT HAND ANGLED BIKE RACK, VERIFY ORIENTATION WITH SITE PLAN. INSTALL PER REQUIRED BICYCLE CLEARANCES AND MANEUVERABILITY. LONG TERM BIKE SHED ELEVATION Scale: 1/8" = 1'-0"1 FENCE &GATE 8'-0" BIKE SHED 15'-10" TRASH ENCLOSURE 26'-0" BIKE SHED FENCE &GATE FOR REFERENCE ONLY: EXAMPLES OF PLANTER BOXES ABOVE BIKE STORAGE. 6$1/8,62%,632&$ 6&$/( ,1&+(6 '$7( '5$:1%< &0+ (0$,/ LQIR#3HDN5DFNVFRP 3+21( 0$7(5,$/6 ),1,6+ 0$7(5,$/6 +2752//('5281'%$5+2752//('5281'%$5 [[$1*/( ),1,6+ 67$1'$5'+27',33('*$/9$1,=(' 6,/9(5*5$< 237,21$/ 32:'(5&2$7 %$6,&&2/256 %,.(5+$1*/(' :+((/63$&,1* 127( '5$:,1*12 6$1/8,62%,632&$ $,/ IR#3HDN5DFNVFRP 3+21( $5+ Page 47 of 91 033 CA-9.0 FIRE S E P A R A T ION AN A LYS IS SM A R T S H A R E H O U S ING SO LUT ION S P. O . B O X 1 5 0 3 4 S L O , C A 9 3 4 0 6 (8 0 5 ) 2 1 5 - 5 4 7 4 WA T E R M A N VI L L AG E 46 6 D A N A S T R E E T SA N L U I S O B I S P O , C A 9 3 4 0 1 Th e s e d r a w i n g s a r e i n s t r u m e n t s of s e r v i c e a n d a r e t h e p r o p e r t y o f HU N T E R S M I T H AR C H I T E C T U R E . Al l d e s i g n s a n d o t h e r i n f o r m a t i o n on t h e d r a w i n g s a r e f o r u s e o n t h e sp e c i f i e d p r o j e c t a n d s h a l l n o t b e us e d o t h e r w i s e w i t h o u t t h e ex p r e s s e d w r i t t e n p e r m i s s i o n o f HU N T E R S M I T H AR C H I T E C T U R E 86 0W al n u t Str e e t • Sui t e B • San Lui s Obi s p o • CA 93 4 01 HUNTER SMITH & ASSOCIATES,INC. DBA HUNTER SMITH ARCHITECTURE ©2024 10-31-2025 C-38575 NOT F O R C O N S T R U C T ION Ap r 8 , 2 0 2 4 PLOT D A T E : ARC SUBMITTAL 20 JUN 2022 REV SUBMITTAL 01 AUG 2022 ARC RESUBMITTAL 10 JAN 2023 ARC RESUBMITTAL 2 09 APR 2024 FIRE SEPARATION ANALYSIS SCALE: 1/8" = 1'-0" 0' SCALE:1/8"=1' 8' 16'4' TH RE S H O LD EL EV.=181.83' 24"TREE REMOVED WATER RISER EXPOSED PIPES (UNKNOWN ORIGIN) BRICK W ALKWA Y BRICKWALKWA Y CO NC R E T E SIDE WA LK CO N C R ETE SID E WALK CO N C R E T E DR I V EWAY (E) CO N C R E T E DRI V EWAY CO N C R ETE CU R B & GU T TE R BUSH S 48"STUMP BRICK PATH BRICK PATH NEIGHBORING RESIDENCE DA N A S T R E E T APPROXIMATE TOP OF BANK APPROXIMATE TOP OF BANK ST E N N E R C R E E K 35 FT S E T B A C K P E R 17 .70 .03 0 .2.B 48 .79 ° 20 '-0 " SE T BA C K PROPERTY L I N E 10'-0" SETBACK 6' -0 " SE T B A C K PROPERTY LINE 6' -0 " SE T B A C K WM (EXISTING) SHARED PAVED DRIVEWAY EASEMENT WM 3 14 ' -6" MAILBOXES UNIT #20 (TYPE A) UNIT #12 (TYPE B) UNIT #11 (TYPE B MIRRORED) UNIT #14 (TYPE B)UNIT #16 (TYPE B) UNIT #15 (TYPE C) UNIT #13 (TYPE C) UNIT #19 (TYPE A MIRRORED) UNIT #7 (TYPE C) UNIT #8 (TYPE C) UNIT #9 (TYPE C) UNIT #10 (TYPE C) UNIT #6 (TYPE AA) UNIT #5 (TYPE AA) UNIT #3 (TYPE D MIRRORED) UNIT #4 (TYPE D MIRRORED) 12'-0"5'-0"9'-6"9'-6" NO PARKING 18 ' -0 " 6'-0 " UNIT #1 (TYPE C) UNIT #2 (TYPE C) 4'-0" 8' -0 " 12 8'-6" RA M P U P RA M P U P EASEMENT 12'-0 " EA S E M E N T UNIT #17 (TYPE C) UNIT #18 (TYPE C) COM M U NIT Y SPACE ADAR ES T ROOM (E)KIT CHEN COMMO N A REA F ORRES IDEN TS COMMUNITY SPA CE MANAGE M E N T SP A CE ST OR AGE ST O R AGE RE H A B ILITA T E ( E ) ON E S T O RY HISTOR I C AD OBE OC C : B (E)FULL BAT HROO M (E) FULL BAT HROO M TREE 1 TREE 3 TREE 7 TREE 8 TREE 10 TREE 9 TREE 6 TREE 4 TREE 5 TREE 11 TREE 12 TREE 13 TREE 15 TREE 16 TREE 14 TREE 2 UNIT #1 OCC: R-3 UNIT #5 OCC: R-3 UNIT # 19 OCC:R-3 3'-0 " 3'-0" IMAGINARY LINE F IMAGINARY LINE G IMAGINARY LINE B 11'-4" 6'-101/4 " 15'-7 1/4" 17'-2 1/2" I MA G INA R Y LI NE E 19'-2 1/2" 5'-0 1/ 4 " 8'-11 " 6'-0" 6'-6" 6'-0 " 6' -0 " 6'-0" 6'-6" 6'-0" 6'-0" 6'-0" 6'-0" 6 ' - 0 " 6'-0 " UNIT # 20 OCC:R-3 UNIT # 16 OCC:R-3 UNIT #14 OCC:R-3 UNIT # 12 OCC:R-3 UNIT # 11 OCC:R-3 UNIT # 13 OCC:R-3 UNIT # 15 OCC:R-3 UNIT # 17 OCC:R-3 UNIT # 18 OCC: R - 3 UNIT #2 OCC: R-3 UNIT #3 OCC: R-3 UNIT #4 OCC: R-3 UNIT #6 OCC: R-3 UNIT #7 OCC: R-3 UNIT #8 OCC: R-3 UNIT #9 OCC: R-3 UNIT #10 OCC: R-3 HISTORIC ADOBE OCC: B 3 '-0" IMA G INA R Y LI NE D 3'-0 " IMA G INAR Y LI NE C 3 '-0" 3' -0 " 3' -0 " IMAGINARY LINE A 6'-0 "" 15'-7 1/4 17'-2 1/ 19'-2 BRICKWAWWLKWAWWYAA BRICKWAWWLKWAWWYAA TTT MAILBOXES 8'-6" 14'-6" 3'-IIMMAGINARY LINE F 11'-4" '-101/4" 4" /2" 1/2" '-0 1/4" 8'-11" ' 4 / 5' -IM ' -IM 4 / 5' TTTTT IMAGINARY LINE B 6 II MMAAAAGGGGGGGGGGGGGGGINNAA RRYY LL IINNEE EE 6'-0" 6'-6" 6'-0" 6' -0" 6'-0" 6'-6" 6'-0" 6'-0" 6'-0" 6'-0" 6 ' - 0 " 6'-0 " 3 '-0" IIMMAAGGIINN AARRYY LL IINNEE DD 3'-0 " IIMMAAGGIINNAARRYY LL IINNEE CC 3 '-0" 3'-0" 3'-0" IMAGINARY LINE A RRAAMMPPUUPP RRAAMMPPUUPP EXISTING ADOBE TO BE REHABILITATED TYPE OF CONSTRUCTION V-B OCCUPANCY B FIRE-SPRINKLERED YES (FIRE SPRINKLER SUPPRESSION SYSTEM) SEPARATIONDISTANCE PER CBC TABLE 705.5 FIRE-RESISTANCERATING REQUIREMENTS FOREXTERIOR WALLS BASED ON FIRE IMAGINARY LINE DISTANCE FROM ADOBE TO IMAGINARY LINE FIRE-RESISTANCE RATING @ EXT. WALL OF ADOBE A 6'-10 1/4"1 HR B 11'-4"0HR C 15'-71/4"0HR D 17'-2 1/2"0HR E 19'-2 1/2"0HR F 5'-0 1/4"1 HR G 8'-11"1 HR TINY HOME UNITS TYPE OF CONSTRUCTION V-B OCCUPANCY R-3 FIRE-SPRINKLERED YES SEPARATIONDISTANCE PER CBC TABLE 705.5 FIRE-RESISTANCERATING REQUIREMENTS FOREXTERIOR WALLS BASED ON FIRE IMAGINARY LINE UNIT DISTANCE FROM UNIT TO IMAGINARY LINE FIRE-RESISTANCE RATING @EXT.WALLOFUNIT A 2 3'-0"0HR B 3 3'-0"0HR C 5&6 3'-0"0HR D 7&8 3'-0"0HR E 9 3'-0"0HR F 13 & 15 3'-0"0HR G 18 3'-0"0HR FIRE-SPRINKLERED UNITS HAVE A 3'FSD PER CBC TABLE 705.5 EXCEPTION I i.For a Group R-3 building of Type II-B or Type V-B construction, theexterior wall shall not be required to haveafire-resistanceratingwhere the fire separation distanceis5feet (1523 mm)or greater or where equipped throughout with an automatic sprinkler system in accordance with Section 903.3the fire-resistancerating shall not be requiredwhere the fire separation distanceis 3 feet or greater. Page 48 of 91 ! " " # $ ! % ! " " ! # # " # $ % & & % ' ( % '% ) *+" ,+,* - ./ - - . 01 - - ' % ' % ) 233 - % # " Page 49 of 91 24"TREE REMOVED S DA N A S T R E E T ST E N N E R C R E E K 35 FT S E T B A C K P E R 17 .70 .03 0 .2.B PROPERTY L I N E PROPERTY LINE WMWM 3 12 RA M P U P RA M P U P TREE 1 TREE 3 TREE 7 TREE 8 TREE 10 TREE 9 TREE 6 TREE 4 TREE 5 TREE 11 TREE 12 TREE 13 TREE 15 TREE 16 TREE 14 TREE 2 15 REEEEE EEEE Page 50 of 91 110 181.90 CONC NAIL 113 181.40 CONC NAIL TC SW SET SP K157 18 0.74 S ET M A G158 18 0 .8 2 SE T SP K161 1 81 .2 0 S ET SPK162 18 0.1 2 S ET S PK163 1 7 9 .81 1 8 1.4 6 J P 1 8 0.8 2 SET M AG 1 8 1.8 9 F E F E 1 8 0.1 5 A C 1 8 0.4 4 A C 1 8 0.6 2 AC 1 8 0.94 AC 1 8 1.1 2 AC 1 8 1.3 9 AC 1 8 1.5 3 AC 181.7 AC 181.2 6 C 1 81.18 F C 181.86 TC 181.26 TC 181.16 FC 1 8 1.9 2 D W 18 2.0 8 C 181.97 C 18 1.89 CLN 1 8 1.85 CAP 181.65 DW 1 8 1.5 5 B C C181.63 CLN 181.72 CLN 181.0 9 F C181.15 T C 181.0 4 F C181.0 8 T C 181.1 3 C 1 8 1.1 0 C 1 8 1.1 1 C 1 8 1.0 2 F CAP181.5 6 T C AP 181.7 8 G B 1 8 1.5 9 C 1 8 1.6 1 C 1 8 1.5 0 C 181.41 BC C 1 8 0.7 9 F C181.4 2 T C 1 8 0.8 9 C 1 8 1.7 2 C 1 8 1.7 7 C 1 8 1.7 2 C 1 8 1.6 9 C1 8 1.6 5 C 1 8 1.6 1 C 1 8 1.5 0 C181.5 5 F AP 1 8 1.6 6 FA P 1 8 1.53 FAP 1 8 1.5 7 4 2"T RE E 1 8 1.4 2 F 1 8 0.7 5 C180.6 6 F C181.3 1 T C181.4 7 C 1 8 1.2 6 C 1 81.2 6 F AP 1 8 1.1 2 T C180.4 4 F C 1 8 0.5 6 C 1 8 1.2 6 C 1 8 1.2 5 C181.2 6 C 1 8 1.2 7 C 1 8 1.3 0 C 1 8 1.1 7 F AP181.2 3 F A P 1 8 1.4 7 4 2"T R EE 1 8 1.2 7 F AP 1 8 1.0 4 B C C181.0 6 T C180.4 1 F C 18 0.5 4 C181.0 7 C181.1 0 C 1 8 0.79 WM 1 8 0.8 9 T OP 1"V AL VE 180.70 G 1 8 0.8 8 C A P181.0 0 C AP 1 8 0.9 5 C AP 1 8 0.8 1 C AP 1 8 0.7 7 B C C 1 8 0.7 7 B C C 1 8 0.7 7 T C180.1 4 F C 1 8 0.2 9 C 18 0.8 5 F C 1 8 0.9 9 F C 1 8 0.7 4 F 1 8 0.7 2 C 1 8 0.6 3 C 1 8 0.6 3 T C179.9 6 F C 1 8 0.0 8 C 1 7 9.9 2 C179.8 6 F C180.4 0 T C 180.44 CAP 18 0.5 4 C AP 1 8 0.6 2 C EP 1 8 0.7 0 F 1 8 0.5 1 D W 1 7 9.9 6 T C179.8 3 F C 1 7 9.7 3 F C 179.85 TC 1 8 0.2 4 T C179.69 F C 1 7 9.74 C 1 8 0.3 0 DW180.4 1 C B K 180.44 CBK 1 8 0.44 C E P 1 8 0.4 4 FAP 1 8 0.2 8 C A P 1 8 0.2 0 BC C 1 8 1.0 5 EP 1 8 1.2 7 EP 1 8 0.6 2 BK 1 8 0.5 3 BK F 1 8 0.5 4 B K F AP 1 8 0.6 0 B K AP 1 8 0.7 0 BK A P 1 8 0.6 4 BK A P F 1 8 0.6 6 F E BKA P 1 8 0.7 9 BK AP T O F 1 8 0.7 4 B KAP 1 8 0.7 7 BKAP 180.82 BK EP 181.22 EP 1 8 1.2 3 E P 1 8 1.2 6 E P181.3 5 E P 1 8 1.4 1 4 8 "S T UM P 1 8 1.2 8 GB 1 8 1.0 4 GB 1 8 0.8 3 EP B K 1 8 1.4 4 EP 18 1.1 5 G B 1 8 0.9 0 B K 180.97 .18B 180.96 .18B 1 8 0.9 7 F S 1 8 0.9 8 E P BK 18 1.1 4 G B 1 8 1.2 4 EP 1 8 1.16 EP 181.03 STN LND 1 8 0.8 7 BK EP 180.85 BK EP181.1 4 L ND T OB181.1 3 L N D T OB 181.13 FW.35 TOB 1 8 0.9 7 F W.3 5 COR EP 1 8 1.1 4 F S 1 8 1.11 F S 1 8 0.9 4 F W.3 5 1 8 1.0 4 GB 1 8 0.8 5 G B 1 8 0.7 1 GB 1 8 0.6 4 G B180.5 8 E P AP 1 8 0.4 3 EP BK180.4 2 B KAP 1 8 0.3 8 BK 1 8 0.1 2 F 1 8 0.5 7 E P AP 1 8 0.6 6 EP A P 1 8 1.0 0 E P 1 8 0.9 2 5 2"T R EE 1 8 0.6 2 1 0"AVO 1 8 0.8 3 G 1 8 0.8 1 G 1 8 1.0 6 G 1 8 1.0 4 G 1 8 1.2 1 BK 1 8 1.2 0 BK 1 8 0.7 6 G 1 8 0.7 5 BK 1 8 0.7 7 BK 18 0.88 BK 1 8 1.0 8 B K 1 8 0.9 8 BK 1 8 0.5 4 .5 B 1 8 0.6 2 1 B 1 8 1.0 7 .15 B181.1 9 .1 5 B B K181.2 4 T H RES H181.3 2 .1 5 X.1 5 B 1 8 1.2 5 B K AP 1 8 1.1 9 BK A P 18 1.1 7 BK A P 1 8 1.1 3 BK AP 1 8 1.2 5 BK AP181.2 5 BK AP 1 8 1.2 4 BK AP 181.40 FS 1 8 1.8 3 T HR ESH 1 8 1.45 F S 1 8 1.2 2 .1 8 B 5.9181.0 5 .1 8 B 5.9 1 8 1.2 6 BK L N 1 8 1.0 6 BK 1 8 1.1 6 BK 1 8 0.9 8 BKAP 1 8 1.0 3 BKA P 1 8 0.9 3 1 B 1 8 0.9 0 1 B 181.04 BK LN 1 8 0.9 9 BK L N 1 8 1.0 4 8 "TR EE 181.14 BKAP 1 8 1.14 BK 1 8 1.1 9 B K 1 81.1 6 BK 1 8 1.1 9 BK 1 8 0.8 2 7"T R EE180.9 2 DL R 1 81.1 8 G 1 8 0.9 4 4 0"T R EE 1 8 1.4 7 G 181.73 FAP 1 8 2.11 B AS 1 8 2.0 2 BAS 1 8 1.8 4 RED BAS E 1 8 1.8 9 R E D B ASE 1 8 2.0 8 R E D BA SE 1 8 2.0 6 RED BASE 1 8 2.8 4 6 7 "R ED 1 8 1.8 5 3 6"RED 1 8 1.1 2 G 1 8 0.8 7 7 "5"T RE E 1 8 1.1 0 G 1 8 1.0 6 G 1 8 1.1 7 G 1 8 0.7 5 G 1 8 1.4 3 F AP 1 8 1.4 4 8"T REE 1 8 1.6 8 BUSH 1 8 1.9 4 BU S H 1 8 1.7 7 B USH 1 8 1.8 4 2 4 "T REE 1 8 1.6 0 G 181.98 F BU SH 1 8 1.5 5 G 1 8 1.5 5 1 0 "T R EE 1 8 1.1 9 6"T R EE 1 8 1.4 0 G 181.88 F 1 8 1.4 1 1 6"T REE 1 8 1.1 6 G 181.84 F 1 81.54 G 181.54 1 0 "O A K 181.56 1 0 "O AK 1 8 0.96 G 181.2 1 G 18 1.3 0 F 1 8 0.9 2 3 0"T R EE 1 8 0.59 G 18 0.2 4 G 179.56 TOP 177.69 G 178.2 9 F 179.68 FTOP 18 0.49 F 1 8 0.2 3 G 1 7 9.9 1 G 1 8 1.1 0 3 0"OAK 18 0.8 8 1 2"6"O AK 1 8 1.7 2 4 0"BASE A VO 1 8 0.6 0 .1 8 B 4180.6 1 .1 8 B 4 1 8 0.9 0 BKAP 1 8 0.8 9 BKA P 1 8 0.9 6 BK180.5 4 G 1 8 1.0 9 C AP 1 8 0.9 9 CA P 1 8 0.97 B K 1 8 0.8 7 BK 1 8 0.9 5 BK 1 8 0.9 7 BK 1 8 0.8 3 CO 1 8 0.9 8 G 1 8 0.5 5 .1 8 B 1.1180.5 4 .1 8 B 1.1 1 8 0.5 0 .1 8 B180.5 1 .1 8 B 17 8.3 6 F C O R 1 7 8.2 7 TO P 1 7 7.2 5 TO P 1 7 7.3 4 TO P 1 7 5.9 1 G 1 7 5.4 1 G 1 7 6.2 2 G 1 7 7.5 3 TO P 1 7 8.3 1 T O P 1 7 8.7 8 TO P 1 7 6.7 0 G 1 7 9.2 8 2-PIP ES G 1 7 8.3 8 2 -PIPES G 1 7 8.5 3 W VRISER 1 7 8.1 4 TO P 1 7 9.2 6 D L 1 7 9.5 4 D L 1 7 9.9 0 D L 1 7 9.7 1 D L 1 7 9.3 1 D L 1 7 7.6 7 TO P 1 7 6.3 3 G 1 7 9.7 9 G 1 8 0.1 8 G 1 8 0.7 6 BKAP 1 8 0.7 5 BKAP 1 8 0.7 7 BK AP 1 8 0.8 4 .1 8 X.1 8 B 1 8 0.6 9 .1 8 B180.6 8 .1 8 B 1 8 0.6 5 BK AP 1 8 0.6 1 BK A P 1 8 0.5 3 BK AP 1 8 0.6 0 BK AP 1 8 0.3 3 .1 8 B F180.3 4 .1 8 B F 1 8 0.2 2 BK A P 1 8 0.2 1 BK A P 180.18 BK AP 180.15 BK AP 180.11 BK AP 18 0.2 2 BK AP 1 8 0.2 9 BK 1 8 0.2 5 BK 1 8 0.0 8 G 1 8 0.1 5 .1 8 B F180.0 9 .1 8 BF 1 7 9.8 8 1 B17 9.9 0 1 B 1 8 0.1 0 BK 1 7 9.9 9 BK AP 1 8 0.0 5 BKAP 1 8 0.0 4 BKAP 1 8 0.0 7 BK 1 8 0.0 6 BK AP179.9 8 B KAP 1 8 0.0 2 G 1 7 9.8 8 G 1 79.97 G 1 79.6 9 G 1 7 9.5 6 3 6"OAK 18 0.94 1 2"T R E E 1 8 0.9 1 1 2"T R EE 1 8 0.6 0 G 1 8 0.7 1 G 1 8 0.7 4 BK AP180.7 6 B K AP 1 8 0.4 6 G 1 8 0.8 3 G 1 8 0.8 8 G 1 8 1.0 3 G 1 8 0.9 0 G 1 8 0.8 5 G180.8 0 G 1 8 0.7 9 G 1 8 1.0 3 G 1 8 0.9 3 G180.8 0 G180.8 8 G180.9 0 G 1 8 0.9 0 G 1 8 1.0 3 G 1 8 0.7 9 G 1 8 0.5 1 G180.8 7 G 1 8 0.81 G 1 8 0.6 9 G 1 8 0.9 4 BO L 1 8 0.8 4 BOL 1 8 0.6 3 BO L 1 8 0.7 3 GM 1 8 0.2 5 G 1 8 0.3 2 G 1 8 0.4 0 G 1 8 0.3 0 G 1 8 0.2 0 G180.8 6 BK 1 8 0.9 4 BK 180.87 BKAP 1 8 0.8 3 BKAP 1 79.9 5 G 1 8 0.0 4 G 1 8 0.5 9 G 1 8 0.4 8 G 1 8 0.3 8 F E180.2 6 F A P 1 7 9.7 5 F A P 1 7 9.0 7 G 1 7 9.1 2 G 1 8 0.3 3 .1 8 B180.3 3 .1 8 B 1 8 0.5 7 F W180.6 3 EP J P GM WM EXISTING ONE STORY HISTORIC BUILDING THRESHOLD ELEV.=181.83' REAR COURTYARD INACCESSIBLE AT TIME OF SURVEY 36"REDWOOD 40"AVOCADO 67"REDWOOD 24"TREE 42"TREE 10"TREE6"TREE 10"OAK10"OAK 12"TREE 30"TREE 30"OAK 6"OAK 12"OAK 16"TREE WATER RISER EXPOSED PIPES (UNKNOWN ORIGIN) 36"OAK BRICK W ALKWA Y 7"TREE BRICKWALKWAY CO NC R E T E SIDE WA LK CO N C R ETE SID E WALK CO N C R E T E DR I V EWAY CON C RE TE DR IVEW A Y CO N C R ETE CU R B & GU T TE RBOLLARD BRICK STEP BR ICKPA T H B R I C K P A T H 52"TREE OVERHEAD ELECTRIC SECURED TO TREE LIMB (NOT SHOWN) 12"TREE 10"AVOCADO BUSH 42"TREE 8"TREE 48"STUMP BRICK PATH BRICK PATH NEIGHBORING RESIDENCE 8"TREE 7"TREE 5"TREE PAVED SHARED DRIVEWAY APPROXIMATE TOP OF BANK APPROXIMATE TOP OF BANK 1 9 6.3 1 ROO F ROOF HEIGHT ELEV.=196.31' 4'-91/2"' DRIVEWAY TO C H O R R O L O D G E WA T E R L I N E N48\U+00B048'23"W200.67'M N52\U+00B035'00"W 186.27'M N54\U+00B001'00"W 183.91'M N37\U+00B0 25'00"E 137.0 0'M N53\U+00B006'23"E 4.98'M 12'EASMENT FORINGRESS ANDEGRESS PER 3355 OR 683 IN FAVOR OF APN 0 0 2 - 401-011 REBAR "LS5702" SET 5/8" REBAR "LS5702" SET 5/8" REBAR "LS5702" SET M A G SPIKE IN PAVEMENT "LS5702" SET 5/8"REBAR "LS5702"UNDER BRICK PAVERS SET MAG SPIKE IN CONCRETE "LS5702" 110181.90 CONCNAILTCSWINGTIE 113181.40 CONCNAILTCSWINGTIE 157180.74 SETSPK 158180.82 SETMAG 161181.20 SETSPK 162180.12 SETSPK 163179.81 SETSPK 181.46JP 180.82SETMAG 181.89FEFE 180.15 AC 180.44AC 180.62AC 180.94 AC 181.12 AC 181.39AC 181.53 AC 181.76 AC181.27C 181.18FC 181.86TC 181.26TC 181.16FC 181.92 DW 182.08C 181.97C 181.89CLN 181.85CAP 181.65DW 181.55BCC 181.63CLN 181.72CLN 181.09FC181.15 TC 181.04FC181.08TC 181.13C 181.10C 181.11C 181.03FCAP181.56TCAP 181.78GB 181.59 C 181.61C 181.50C 181.41BCC 180.79FC 181.42 TC 180.89 C 181.72 C 181.77C 181.72 C 181.69C 181.65 C 181.61C 181.50C 181.55FAP 181.66FAP 181.53FAP 181.5742"TREE 181.42F 180.75C180.66 FC181.31 TC181.47C 181.26 C 181.26FAP 181.12TC 180.44FC 180.56C 181.26C 181.25C 181.26C 181.27C 181.30C 181.17 FAP181.23 FAP 181.4742"TREE 181.27FAP 181.04BCC 181.06 TC 180.41FC 180.54C 181.07C 181.10 C 180.79 WM 180.89TOP1"VALVE 180.70G 180.88 CAP181.00 CAP 180.95CAP 180.81CAP 180.77BCC 180.77BCC 180.77 TC180.14FC 180.29C 180.85FC 180.99FC 180.74F 180.72 C 180.63C 180.63TC 179.96FC 180.08C 179.93 C179.86FC180.40TC 180.45CAP 180.54CAP 180.62CEP 180.70F 180.51DW 179.96TC179.83FC 179.73FC 179.85TC 180.24TC179.69FC 179.74C 180.30DW180.41CBK 180.44CBK 180.44CEP 180.45 FAP 180.28CAP 180.20BCC 181.05EP 181.27EP 180.62BK 180.53BKF180.54BKFAP 180.61BKAP 180.70BKAP 180.64BKAPF 180.66FEBKAP 180.79BKAPTOF 180.74BKAP 180.77BKAP 180.82BKEP 181.23EP 181.23EP 181.26 EP 181.35EP 181.4148"STUMP 181.28GB 181.04GB 180.83EPBK 181.44EP 181.15GB 180.90BK 180.97.18B 180.97.18B 180.97FS 180.98EPBK 181.14GB 181.24EP 181.16EP 181.03STNLND 180.87BKEP 180.85BKEP 181.14LNDTOB181.13 LNDTOB181.13FW.35TOB 180.97FW.35COREP 181.14FS 181.11FS 180.94FW.35 181.04GB 180.85GB 180.71GB 180.64GB 180.58EPAP 180.43EPBK 180.42BKAP 180.38BK 180.12F 180.57EPAP 180.66EPAP 181.00EP 180.9252"TREE 180.6210"AVO 180.83G 180.81G 181.06 G 181.04G 181.21BK 181.20BK 180.76G 180.75 BK 180.77BK 180.88 BK 181.08BK 180.99BK 180.54.5B 180.621B 181.07.15B 181.19.15BBK 181.24 THRESH 181.32.15X.15B 181.25BKAP 181.19BKAP 181.17BKAP 181.13BKAP 181.25BKAP 181.25BKAP 181.24BKAP 181.40FS 181.83THRESH 181.45FS 181.22.18B5.9181.05 .18B5.9 181.26BKLN 181.06BK 181.16BK 180.98BKAP 181.03 BKAP 180.931B 180.901B 181.04BKLN 180.99BKLN 181.048"TREE 181.15BKAP 181.14BK 181.19BK 181.17BK 181.19BK 180.827"TREE180.92DLR 181.18 G 180.9440"TREE 181.47G 181.73FAP 182.11BAS 182.02BAS 181.84REDBASE 181.89REDBASE 182.08REDBASE 182.06REDBASE 182.8467"RED 181.8536"RED 181.12G 180.877"5"TREE 181.10G 181.06G 181.17G 180.75G 181.43FAP 181.448"TREE 181.68 BUSH 181.94BUSH 181.77BUSH 181.8424"TREE 181.60G 181.98FBUSH 181.55G 181.5510"TREE 181.196"TREE 181.40G 181.88F 181.4116"TREE 181.16G 181.84F 181.54G 181.5410"OAK 181.5610"OAK 180.96G 181.21 G 181.30 F 180.9230"TREE 180.59G 180.24G 179.56TOP 177.69 G 178.29F 179.68FTOP 180.49 F 180.23G 179.91G 181.1030"OAK 180.88 12"6"OAK 181.72 40"BASEAVO 180.60.18B4180.61.18B4 180.90BKAP 180.89BKAP 180.96BK 180.54G 181.09CAP 180.99CAP 180.97BK 180.87BK 180.95BK 180.97 BK 180.83CO 180.98 G 180.55.18B1.1180.54.18B1.1 180.50.18B180.51.18B 178.36FCOR 178.27TOP 177.25TOP 177.34 TOP 175.91G 175.41 G 176.22 G 177.53 TOP 178.31 TOP 178.78TOP 176.70G 179.282-PIPESG 178.382-PIPESG 178.53WVRISER 178.14TOP 179.26DL 179.54 DL 179.90DL 179.71DL 179.31 DL 177.67TOP 176.33 G 179.79 G 180.18G 180.76BKAP 180.75BKAP 180.77 BKAP 180.84.18X.18B 180.69.18B180.68 .18B 180.65 BKAP 180.61BKAP 180.53BKAP 180.60BKAP 180.33.18BF180.34.18BF 180.22BKAP 180.21BKAP 180.18BKAP 180.15BKAP 180.11BKAP 180.22BKAP 180.29BK 180.25BK 180.08G 180.15 .18BF 180.09.18BF 179.881B 179.901B 180.10 BK 179.99BKAP 180.05BKAP 180.04BKAP 180.07BK 180.06BKAP 179.98BKAP 180.03G 179.88G 179.97 G 179.69 G 179.5636"OAK 180.9412"TREE 180.9112"TREE 180.60G 180.71G 180.74BKAP 180.76BKAP 180.46G 180.83G 180.89 G 181.03G 180.90G 180.85G180.80G 180.79G181.03G 180.93G180.80G180.88G180.90G 180.90G 181.03G 180.79G 180.51G 180.87 G 180.81G 180.69 G 180.94 BOL 180.84BOL 180.63BOL 180.73GM 180.25G 180.32G 180.40G 180.30G 180.20G 180.86BK 180.94BK 180.87BKAP 180.83BKAP 179.95G 180.04G 180.59G 180.48G 180.38FE180.26 FAP 179.75FAP 179.07G 179.12G 180.33.18B180.33.18B 180.57FW180.63EP 196.31ROOF 12'EASMENT FORINGRESS ANDEGRESS PER 3355 OR 683 IN FAVOR OF APN 0 0 2 - 401-011 REBAR "LS5702" SET 5/8" REBAR "LS5702" SET 5/8" REBAR "LS5702" SET M A G SPIKE IN PAVEMENT "LS5702" SET 5/8"REBAR "LS5702"UNDER BRICK PAVERS SET MAG SPIKE IN CONCRETE "LS5702" ST E N N E R C R E E K DEMOLISH NON-HISTORICAL STRUCTURE ATTACHED TO ADOBE. REFER TO DEMOLITION NOTES AND SOI STANDARDS & SHEET D-2.0 DEMOLITION NOTES: 1. PRIOR TO DEMOLITION, ANY EROSION CONTROL METHODS REQUIRED SHOULD BE IN INSTALLED AND SUFFICIENTLY VERIFIED BY THE GENERAL CONTRACTOR. 2. HOURS OF DEMOLITION SHALL BE LIMITED FROM 7:00 AM TO 7:00 PM, MONDAY THROUGH FRIDAY. 3. PEDESTRIANS SHALL BE PROTECTED FROM CONSTRUCTION / DEMOLITION AS STATED IN CBC CHAPTER 33, SECTION 3306. 4. DUST CONTROL MEASURES SHALL BE IN EFFECT CONTINUOUSLY DURING DEMOLITION AS TO LIMIT THE AMOUNT OF AIRBORNE DEBRIS AND DUST. 5. MATERIALAND CONSTRUCTION DEBRIS TO BE HAULED OFF SITE SHALL BE SUFFICIENTLY COVERED OR TARPPED AS TO NOT ALLOW ANY MATERIAL TO LEAVE THE VEHICLE WHILE ON ANY PUBLIC RIGHT-OF-WAY. 6. MATERIALAND CONSTRUCTION DEBRIS TO BE HAULED OFF SITE SHALL BE RECYCLED OR DISPOSED OF PROPERLY IN AN APPROVED MEANS . 7. CAP ALL UTILITIES AS NECESSARY PRIOR TO ANY PLUMBING, ELECTRICAL OR GAS DISCONNECT. 8. REMOVE ALL DEBRIS AND TRASH FROM PREMISES AND REMOVE FROM SITE DAILY. 9. COORDINATE WITH OWNER PRIOR TO REMOVAL OF ANY EQUIPMENT, FURNITURE OR STRUCTURE. 10.SAFEGUARDS DURING CONSTRUCTION AND DEMOLITION SHALL BE IN ACCORDANCE WITH CFC. COMBUSTIBLE CONSTRUCTION DEBRIS SHALL NOT BE PERMITTED TO ACCUMULATE WITHIN THE BUILDING AND SHALL BE REMOVED DAILY. 11.VERIFY ALL ITEMS TO BE DEMOLISHED WITH OWNER PRIOR TO COMMENCING DEMOLITION. NOTIFY ARCHITECT OF ANY DISCREPANCIES FOUND IMMEDIATELY 12.VERIFY AS BUILT CONDITION IN FIELD PRIOR TO CONSTRUCTION / DEMOLITION. 13.NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES FOUND BETWEEN THE PLANS AND THE AS BUILT CONDITION. 14.VERIFY FRAMING MEMBER SIZES AND DIRECTION AND NOTIFY ARCHITECT/ENGINEER WITH DISCREPANCIES. 15.VERIFY ALL PLUMBING LOCATIONS WITH OWNER PRIOR TO CONSTRUCTION/DEMOLITION AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. 16.CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. 17.A 'CONSTRUCTION AND DEMOLITION RECYCLING PLAN AND DISPOSAL REPORT' SHALL BE COMPLETED BY OWNER OR CONTRACTOR, AND SUBMITTED TO THE CITY OF SAN LUIS OBISPO, AS REQUIRED. RETENTION OF ORIGINAL ELEMENTS: THE EXTENT OF RETENTION OR DEMOLITION OF THE ORIGINAL BUILDING FRAMEWORK,, ROOF, AND EXTERIOR BEARING WALLS AND CLADDING OF THE EXISTING RESIDENCE WILL BE CLEARLY DEPICTED ON PLANS SUBMITTED FOR CONSTRUCTION PERMITS. ALTERATIONS TO THE RESIDENCE WILL RETAIN AT LEAST 75% OF THOSE ELEMENTS AND REUSE ORIGINAL MATERIALS, AS PRACTICABLE. ALTERATIONS DO NOT INCLUDE ORDINARY REPAIR OR MAINTENANCE THAT IS EXEMPT FROM A BUILDING PERMIT OR IS CONSISTENT WITH THE SECRETARY OF THE INTERIOR'S STANDARD FOR THE TREATMENT OF HISTORIC PROPERTIES. RETENTION AND PRESERVAT ION OF MATERIALSANDFEATURES: THE HISTORIC MATERIALS AND CHARACTER DEFINING FEATURES OF THE EXISTING RESIDENCE WILL BE RETAINED AND PRESERVED. THESE MATERIALS AND FEATURES INCLUDE: A PYRAMIDAL ROOF FORM WITH OVERHANGING EAVES, A PEDIMENT PORCH ENTRY; PATTERN SHINGLE DECORATION IN THE PORCH PEDIMENT; A SPINDLE TURNED WOOD POSTS; SIMPLE WOOD DOOR AND WINDOW TRIM; DOUBLE HUNG WINDOWS; THE PROPORTION AND ARRANGEMENT OF WINDOWS; AND WOOD CLAPBOARD SIDING, AS PRACTICABLE. REPAIR OF MATERIALS AND FEATURES: HISTORIC MATERIALS AND CHARACTER DEFINING FEATURES WILL BE REPAIRED, RATHER THAN REPLACED, AS PRACTICABLE, WHERE DETERIORATION HAS NOT RENDERED THEM BEYOND REPAIR. REPAIR OF HISTORIC MATERIALS AND CHARACTER -DEFINING FEATURES WILL BE PERFORMED IN A MANNER CONSISTENT WITH THE GUIDELINES FOR REHABILITATING HISTORIC BUILDINGS SET FORTH IN THE SECRETARY OF THE INTERIOR'S GUIDELINES FOR THE TREATMENT OF HISTORIC PROPERTIES. REPLACEMENT OF MATERIALSAND FEATURES: BUILDING MATERIALS USED TO REPLACE DETERIORATED ELEMENTS THAT ARE BEYOND REPAIR, OR REPLICATED CHARACTER-DEFINING FEATURE, SHALL BE CONSISTENT WITH THE ORIGINAL MATERIALS IN TERMS OF SIZE, SHAPE, QUALITY, AND APPEARANCE, AND ARE NOT MANDATED TO BE OF THE SAME ORIGINAL MATERIAL. THEY SHALL BE REPLACED IN A MANNER CONSISTENT WITH HE SECRETARY OF THE INTERIOR'S GUIDELINES FOR THE TREATMENT OF HISTORIC PROPERTIES. 11 BBBBBBBBBBB111117777799999.81BBBBB999999K8877777777777777788888BBBKKKK8888 179B BBBBB K9.99BKAPP KKK 111 888 81118888800000. 8 888.11111777779 B KKKKKKKK AAAAAKK PPPPPP 0 1111 000007777999.99999999 99999 PP 999 18BKAP BBB KP 1 180.05 1 88 BBBB KKKK AK5KKKAAAAKK PPPPPP1188888800000..000000 55555 PPP005555 1 BBBB K179.98BKAP BBB KKKKK AAAKKKKK P 1P11111777799999.9999 K AAAAK PPPP 1PPPP9999988888 BBBBBKKKKKAAAAAPPPPP18800.18BBKA 111888000000.11888888 1 BB180.25BK 111111 8888 111111 8888 0 1 1800.84.1 111111111 888 00 B 1111 88 1180.53 BBBKAPBBBB KKKKK A 111AAAAAPPP 1 888 00000.5.5555 333 180BKAP BBBBB KAAAAAAPPPP555333 180.61BKAP BBBB KKKK 1111 8 B80.77 8 BBBB KKKKK AAKKKKAAA PPPPP1118888000 B KKK AKKAAAA PPPPP 1 888 00080000...7777 7777 PPP 88888 0000.66666 161111 P B 7 777 180.75BKKAP BBBBB KKK AKK 7 11 8888 000 BBB KKK AAAAAKKKAAAA PPPP88800000.77777 55555555 GG B 111GGGGGGGGG 1 BBBBB KKGGGG0GG.83GGGGGGP BB KKK AAAAKKKK PP0333301118888..333333 0000033333333300.8.888 3 AA PPPPPPPP3300000888888833 18BK BBBBB K 111 G18180.11211G 180.86 GGGG8 BBB KKKKKKKK DEMOLISH NON-HISTORICAL BRICKPATH&STEP DEMOLISH (E) PAVED PARKING DEMOLISH (E) SPIGOT V.I.F. DEMOLISH TWO SECTIONS OF (E) GRANITE CURBING AT PARKING, TO BE RETAINED AS CITY PROPERTY RESTORE ALL BRICK WALKWAYS PER SOI STANDARDS RESTORE ALL BRICK WALKWAYS PER SOI STANDARDS DEMOLISH PAVED DRIVEWAY WHERE PAVERS SHALL BE INSTALLED REMOVE BUSHES 033 D-1.0 RE M O VAL OF NO N -HIST O R ICP A R T OF A D O B E SM A R T S H A R E H O U S ING SO LUT ION S P. O . B O X 1 5 0 3 4 S L O , C A 9 3 4 0 6 (8 0 5 ) 2 1 5 - 5 4 7 4 WA T E R M A N VI L L AG E 46 6 D A N A S T R E E T SA N L U I S O B I S P O , C A 9 3 4 0 1 Th e s e d r a w i n g s a r e i n s t r u m e n t s of s e r v i c e a n d a r e t h e p r o p e r t y o f HU N T E R S M I T H AR C H I T E C T U R E . Al l d e s i g n s a n d o t h e r i n f o r m a t i o n on t h e d r a w i n g s a r e f o r u s e o n t h e sp e c i f i e d p r o j e c t a n d s h a l l n o t b e us e d o t h e r w i s e w i t h o u t t h e ex p r e s s e d w r i t t e n p e r m i s s i o n o f HU N T E R S M I T H AR C H I T E C T U R E 86 0W al n u t Str e e t • Sui t e B • San Lui s Obi s p o • CA 93 4 01 HUNTER SMITH & ASSOCIATES,INC. DBA HUNTER SMITH ARCHITECTURE ©2024 10-31-2025 C-38575 NOT F O R C O N S T R U C T ION Ap r 8 , 2 0 2 4 PLOT D A T E : ARC SUBMITTAL 20 JUN 2022 REV SUBMITTAL 01 AUG 2022 ARC RESUBMITTAL 10 JAN 2023 ARC RESUBMITTAL 2 09 APR 2024 REMOVAL OF NON-HISTORIC PART OF ADOBE SCALE: 1/8" = 1'-0" 0' SCALE:1/8"=1' 8' 16'4' TREE AND LANDSCAPING NOTE: ALL (E) NON-HISTORIC LANDSCAPING AND TREES IDENTIFIED TO BE REMOVED (PER THE TREE REMOVAL PLAN), AND (E) TREES IDENTIFIED TO BE TRIMMED AND PRUNED SHALL BE ADDRESSED DURING THE SITE PREPARATION AND DEMOLITION PHASE. REFER THE LANDSCAPING PLANS FOR MORE INFORMATION. Page 51 of 91 033 D-2.0 RE M O VAL OF NO N -HIST O R ICP A R T OF A D O B E SM A R T S H A R E H O U S ING SO LUT ION S P. O . B O X 1 5 0 3 4 S L O , C A 9 3 4 0 6 (8 0 5 ) 2 1 5 - 5 4 7 4 WA T E R M A N VI L L AG E 46 6 D A N A S T R E E T SA N L U I S O B I S P O , C A 9 3 4 0 1 Th e s e d r a w i n g s a r e i n s t r u m e n t s of s e r v i c e a n d a r e t h e p r o p e r t y o f HU N T E R S M I T H AR C H I T E C T U R E . Al l d e s i g n s a n d o t h e r i n f o r m a t i o n on t h e d r a w i n g s a r e f o r u s e o n t h e sp e c i f i e d p r o j e c t a n d s h a l l n o t b e us e d o t h e r w i s e w i t h o u t t h e ex p r e s s e d w r i t t e n p e r m i s s i o n o f HU N T E R S M I T H AR C H I T E C T U R E 86 0W al n u t Str e e t • Sui t e B • San Lui s Obi s p o • CA 93 4 01 HUNTER SMITH & ASSOCIATES,INC. DBA HUNTER SMITH ARCHITECTURE ©2024 10-31-2025 C-38575 NOT F O R C O N S T R U C T ION Ap r 8 , 2 0 2 4 PLOT D A T E : ARC SUBMITTAL 20 JUN 2022 REV SUBMITTAL 01 AUG 2022 ARC RESUBMITTAL 10 JAN 2023 ARC RESUBMITTAL 2 09 APR 2024 HEIGHT OF CONSTRUCTION DISTANCE FROM CONSTRUCTION TO LOT LINE TYPE OF PROTECTION REQUIRED 8 FEET OR LESS LESS THAN 5 FEET CONSTRUCTION RAILINGS 5 FEET OR MORE NONE LESS THAN 5 FEET BARRIER AND COVERED WALKWAY MORE THAN 8 FEET 5 FEET OR MORE, BUT NOT MORE THAN ONE-FOURTH THE HEIGHT OF CONSTRUCTION BARRIER AND COVERED WALKWAY 5 FEET OR MORE, BUT BETWEEN ONE-FOURTH AND ONE-HALF THE HEIGHT OF CONSTRUCTION BARRIER 5 FEET OR MORE, BUT EXCEEDING ONE-HALF THE HEIGHT OF CONSTRUCTION NONE PROTECTION OF PEDESTRIANS -CBC CHAPTER 33 -SECTION 3306 Protection required Pedestrians shall be protected during construction, remodeling and demolition activities as required by this chapter and Table 3306.1. Signs shall be provided to direct pedestrian traffic. Walkways A walkway shall be provided for pedestrian travel in front of every construction and demolition site unless the authority having jurisdiction authorizes the sidewalk to be fenced or closed. Walkways shall be of sufficient width to accommodate the pedestrian traffic, but in no case shall they be less than 4 feet (1219 mm) in width. Walkways shall be provided with a durable walking surface. Walkways shall be accessible in accordance with Chapter 11A or 11B and shall be designed to support all imposed loads and in no case shall the design live load be less than 150 pounds per square foot (psf). Directional barricades Pedestrian traffic shall be protected by a directional barricade where thewalkway extends into the street. The directional barricade shall be of sufficient size and construction to direct vehicular traffic away from the pedestrian path. Construction railings Construction railings shall be at least 42 inches (1067 mm) in height and shall be sufficient to direct pedestrians around construction areas. Barriers Barriers shall be a minimum of 8 feet (2438 mm) in height and shall be placed onthe side of the walkway nearest the construction. Barriers shall extend the entire length of the construction site. Openings in such barriers shall be protected by doors which are normally kept closed. Barrier design. Barriers shall be designed to resist loads required in Chapter 16 unless constructed as follows: 1. Barriers shall be provided with 2-inch by 4-inch (51 mm by 102 mm) top and bottom plates. 2. The barrier material shall be a minimum of 3/4-inch (19.1 mm) boards or ?-inch (6.4 mm) wood structural use panels. 3. Wood structural use panels shall be bonded with an adhesive identical to that for exterior wood structural use panels. 4. Wood structural use panels 1/4 inch (6.4 mm) or 5/16 inch (23.8 mm) in thickness shall have studs spaced not more than 2 feet (610 mm) on center (o.c.). 5. Wood structural use panels 3/8 inch (9.5 mm) or 1/2 inch (12.7 mm) in thickness shall have studs spaced not more than 4 feet (1219 mm) o.c., provided a 2-inch by 4-inch (51 mm by 102 mm) stiffener is placed horizontally at midheight where the stud spacing exceeds 2 feet (610 mm) o.c. 6. Wood structural use panels 5/8 inch (15.9 mm) or thicker shall not span over 8 feet (2438 mm). Covered walkways Covered walkways shall have a minimum clear height of 8 feet (2438 mm) as measured from the floor surface to the canopy overhead. Adequate lighting shall be provided at all times. Covered walkways shall be designed to support all imposed loads. In no case shall the design live load be less than 150 psf (7.2 kN/m2) for the entire structure. Exception:Roofs and supporting structures of covered walkways for new, light-frame construction not exceeding two stories in height are permitted to be designed for a live load of 75 psf (3.6 kN/m2) or the loads imposed on them, whichever is greater. In lieu of such designs, the roof and supporting structure of a covered walkway are permitted to be constructed as follows: 1. Footings shall be continuous 2-inch by 6-inch (51 mm by 152 mm) members. 2. Posts not less than 4 inches by 6 inches (102 mm by 152 mm) shall be provided on both sides of the roof and spaced not more than 12 feet (3658 mm) o.c. 3. Stringers not less than 4 inches by 12 inches (102 mm by 305 mm) shall be placed on edge upon the posts. 4. Joists resting on the stringers shall be at least 2 inches by 8 inches (51 mmby 203 mm) and shall be spaced not more than 2 feet (610 mm) o.c. 5. The deck shall be planks at least 2 inches (51 mm) thick or wood structural panels with an exterior exposure durability classification at least 23/32inch (18.3 mm) thick nailed to the joists. 6. Each post shall be knee braced to joists and stringers by 2-inch by 4-inch (51 mm by 102 mm) minimum members 4 feet (1219 mm) long. 7. A 2-inch by 4-inch (51 mm by 102 mm) minimum curb shall be set on edge along the outside edge of the deck. Repair, maintenance and removal Pedestrian protection required by this chapter shall be maintained in place and kept in good order for the entire length of time pedestrians may be endangered. The owner or the owner"s agent, upon the completion of the construction activity, shallimmediately remove walkways, debris and other obstructions and leave such public property in as good a condition as it was before such work was commenced. Adjacent to excavations Every excavation on a site located 5 feet (1524 mm) or less from the street lot line shall be enclosed with a barrier not less than 6 feet (1829 mm) high. Where located more than 5 feet (1524 mm) from the street lot line, a barrier shall be erected when required by the building official. Barriers shall be of adequate strength to resist wind pressure as specified in Chapter 16 TABLE 3306.1 PROTECTION OF PEDESTRIANS 1. PRIOR TO DEMOLITION, ANY EROSION CONTROL METHODS REQUIRED SHOULD BE IN INSTALLED AND SUFFICIENTLY VERIFIED BY THE GENERAL CONTRACTOR. 2. HOURS OF DEMOLITION SHALL BE LIMITED FROM 7:00 AM TO 7:00 PM, MONDAY THROUGH FRIDAY. 3. PEDESTRIANS SHALL BE PROTECTED FROM CONSTRUCTION / DEMOLITION AS STATED IN CBC CHAPTER 33, SECTION 3306. 4. DUST CONTROL MEASURES SHALL BE IN EFFECT CONTINUOUSLY DURING DEMOLITION AS TO LIMIT THE AMOUNT OF AIRBORNE DEBRIS AND DUST. 5. MATERIALAND CONSTRUCTION DEBRIS TO BE HAULED OFF SITE SHALL BE SUFFICIENTLY COVERED OR TARPPED AS TO NOT ALLOW ANY MATERIAL TO LEAVE THE VEHICLE WHILE ON ANY PUBLIC RIGHT-OF-WAY. 6. MATERIALAND CONSTRUCTION DEBRIS TO BE HAULED OFF SITE SHALL BE RECYCLED OR DISPOSED OF PROPERLY IN AN APPROVED MEANS . 7. CAP ALL UTILITIES AS NECESSARY PRIOR TO ANY PLUMBING, ELECTRICAL OR GAS DISCONNECT. 8. REMOVE ALL DEBRIS AND TRASH FROM PREMISES AND REMOVE FROM SITE DAILY. 9. COORDINATE WITH OWNER PRIOR TO REMOVAL OF ANY EQUIPMENT, FURNITURE OR STRUCTURE. 10. SAFEGUARDS DURING CONSTRUCTION AND DEMOLITION SHALL BE IN ACCORDANCE WITH CFC. COMBUSTIBLE CONSTRUCTION DEBRIS SHALL NOT BE PERMITTED TO ACCUMULATE WITHIN THE BUILDING AND SHALL BE REMOVED DAILY. 11. VERIFY ALL ITEMS TO BE DEMOLISHED WITH OWNER PRIOR TO COMMENCING DEMOLITION. NOTIFY ARCHITECT OF ANY DISCREPANCIES FOUND IMMEDIATELY 12. VERIFY AS BUILT CONDITION IN FIELD PRIOR TO CONSTRUCTION/ DEMOLITION. 13. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES FOUND BETWEEN THE PLANS AND THE AS BUILT CONDITION. 14. VERIFY FRAMING MEMBER SIZES AND DIRECTION AND NOTIFY ARCHITECT/ENGINEER WITH DISCREPANCIES. 15. VERIFY ALL PLUMBING LOCATIONS WITH OWNER PRIOR TO CONSTRUCTION/DEMOLITION AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. 16. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. 17. A 'CONSTRUCTION AND DEMOLITION RECYCLING PLAN AND DISPOSAL REPORT' SHALL BE COMPLETED BY OWNER OR CONTRACTOR, AND SUBMITTED TO THE COUNTY OF SAN LUIS OBISPO, AS REQUIRED. 18. DUST CONTROL SHALL BE MAINTAINED TO THE SATISFACTION OF THE COUNTY OF SAN LUIS OBISPO 19. CONSTRUCTION NOISE WILL COMPLY WITH THE MUNICIPAL CODE SECTION 9.12 AND IS LIMITED TO THE HOURS SPECIFIED IN THE NOISE REGULATIONS. 20. THE APPLICATION SHALL HAVE THE SEWER LATERAL TELEVISED. THE APPLICATION SHALL SUBMIT A VIDEO INSPECTION OF THE LATERAL(S) TO THE BUILDING DEPARTMENT FOR REVIEW. 21. FIRE SAFETY DURING CONSTRUCTION: BUILDINGS UNDERGOING CONSTRUCTION , ALTERATION, OR DEMOLITION SHALL BE IN ACCORDANCE WITH CHAPTER 14 OF THE CFC. 22. EXISTING TREES TO BE REMOVED AND SHALL BE VERIFIED WITH THE OWNERS. 23.REMODELING OR DEMOLITION OF A PRE-1978 STRUCTURES WITHOUT USING LEAD SAFE WORK PRACTICES IS A VIOLATION OF THE CALIFORNIA HEALTH AND SAFETY CODE SECTION 105256. CONTRACTORS, REMODELERS, AND PAINTERS ARE REQUIRED TO USE 'LEAD-SAFE' WORK PRACTICES PURSUANT TO TITLE 17, CALIFORNIA CODE OF REGULATIONS SECTION 36050. CONSTRUCTION DEBRIS KNOWN TO CONTAIN LEAD BASED PAINT MUST BE DISPOSED AT AN APPROVED LOCATION. DEMOLITION NOTES: DEMOLITION SCOPE OF WORK: 1. PROTECT AND PRESERVE HISTORICAL BUILDING DURING ANY DEMOLITION ACTIVITY. 2. DEMOLISH THE NON-HISTORICALADDITIONS AT THE REAR OF THE PROPERTY. NON-HISTORICALADDITIONS INCLUDE THE LEFT AND RIGHT WINGS INDICATED ON THE PLANS. STRUCTURES ARE NOT HISTORICALLY SIGNIFICANT. 3. DEMOLISH FENCE AND BRICK PATH IN DEMOLITION AREA. 4. DEMOLISH ADOBE ROOF. PRESERVATION AND DEMOLITION THRESHOLDS.IT IS UNDERSTOOD THAT ALTERATIONS OF HISTORICALLY-LISTED BUILDINGS SHALL RETAINATLEAST 75%OF THE ORIGINAL BUILDING FRAMEWORK, ROOF AND EXTERIOR BEARING WALLS, AND CLADDING,INTOTAL ,ANREUSEORIGINAL MATERIALSAS FEASIBLE.PROPOSED ALTERATIONS OF GREATER THAN 25%OF THE ORIGINAL BUILDING FRAMEWORK, ROOF STRUCTURE, AND EXTERIOR WALLS WILL BE SUBJECT TO THE REVIEW PROCESS FOR DEMOLITIONS. DUE TO THE AGE AND THE CONDITION OF THE BUILDING THERE ISA POSSIBILITY OF SIGNIFICANT STRUCTURAL DAMAGE AND WET, DRY ROT DAMAGE TO THE EXTERIOR WOOD FEATURES OF THE STRUCTURE.ANY WOOD FEATURES THAT SHOW SIGNS OF DAMAGED SHALL BE REPLACED AND REPLICATED TO MATCH WITH A SIMILAR NEW MATERIAL. 1. THE NEW ADDITION OF THE PROPOSED EXPANSION TO A HISTORIC BUILDING LOCATED AT THE HISTORIC PROPERTY AT 466 DANA STREET SHALL BE A CONTINUATION OF THE BUILDING USE AS A COMMON LIVING AREA AND OFFICES. 2. THE HISTORIC CHARACTER OF THE PROPERTY AT 466 DANA STREET WILL BE RETAINED AND PRESERVED. THE ADDITION OF THE PROPOSED EXPANSION WILL NOT REMOVE ANY DISTINCTIVE MATERIALS OR ALTERATIONS OF FEATURES, SPACES AND SPATIAL RELATIONSHIPS THAT CHARACTERIZE A PROPERTY. REFER TO SITE PLAN FOR EXISTING ANDPROPOSEDSITELAYOUT. 3. THE PROPOSED 10'X10' NEW ADDITION TO THE HISTORIC PROPERTY WILL BE AT THE REAR OF THE PROPERTY AND THEREFORE WILL NOT BE ADDING CONJECTURAL FEATURES OR ELEMENTS TO CREATE FALSE SENSE OF HISTORICAL DEVELOPMENT. 4. THE HISTORIC CHARACTER OF THE PROPERTY AT 466 DANA STREET WILL BE RETAINED AND PRESERVED. 5. DISTINCTIVE MATERIALS, FEATURES, FINISHES AND CONSTRUCTION TECHNIQUES THAT CHARACTERIZES THIS PROPERTY WILL BE PRESERVED. 6. DETERIORATED HISTORIC FEATURES WILL BE REPAIRED RATHER THAN REPLACED IF POSSIBLE. PER THE EXISTING CONDITION OF THE HISTORIC BUILDING, DETERIORATION OF HISTORIC FEATURES REQUIRES THAT THE NEW FEATURES WILL MATCH THE OLD IN DESIGN, COLOR, TEXTURE, AND WHERE POSSIBLE, MATERIALS. REPLACEMENT OF MISSING FEATURES WILL BE SUBSTANTIATED BY DOCUMENTARY AND PHYSICAL EVIDENCED. SECRETARY OF THE INTERIOR (SOI) STANDARDS GENERAL NOTES: 7. CHEMICAL OR PHYSICAL TREATMENTS, IF APPROPRIATE, WILL BE UNDERTAKEN USING THE GENTLEST MEANS POSSIBLE. TREATMENTS THAT CAUSE DAMAGE TO HISTORIC MATERIALS WILL NOT BE USE FOR THE ADDITION OF THE PROPOSED EXPANSION. 8. THE HISTORIC PROPERTY DOES NOT CONTAIN ANY ARCHEOLOGICAL RESOURCES. BUT IF DISCOVERED, ARCHEOLOGICAL RESOURCES WILL BE PROTECTED AND PRESERVED IN PLACE AND MITIGATION MEASURES WILL BE UNDERTAKEN. 9. THE NEW ADDITION OF THE PROPOSED EXPANSION TO THE HISTORIC PROPERTY WILL NOT DESTROY THE HISTORIC MATERIALS, FEATURES AND SPATIAL RELATIONSHIP THAT CHARACTERIZES THE PROPERTY. THE NEW WORK WILL MATCH WITH ALL EXISTING FEATURES OF THE ADOBE. 10.THE ADDITION OF THE PROPOSED EXPANSION TO THE HISTORIC PROPERTY WILL BE UNDERTAKEN IN SUCH A MANNER THAT, IF REMOVED IN THE FUTURE, THE ESSENTIAL FORM AND INTEGRITY OF THE HISTORIC PROPERTY AND ITS ENVIRONMENT WILL BE UNIMPAIRED. IT IS UNDERSTOOD THAT ALTERATIONS OF HISTORICALLY-LISTED BUILDINGS SHALL RETAINATLEAST 75%OF THE ORIGINAL BUILDING FRAMEWORK, ROOF AND EXTERIOR BEARING WALLS, AND CLADDING,INTOTAL ,ANREUSE ORIGINAL MATERIALSASFEASIBLE.PROPOSED ALTERATIONS OF GREATER THAN 25%OF THE ORIGINAL BUILDING FRAMEWORK, ROOF STRUCTURE, AND EXTERIOR WALLSWILL BE SUBJECT TO THE REVIEW PROCESS FOR DEMOLITIONS.PER THE HISTORIC PRESERVATION PROGRAM GUIDELINES. DEMOLITION LEGEND: HISTORIC ADOBE TO REMAIN NON-HISTORIC ADDITION TO BE DEMOLISHED ADOBE EAST ELEVATION HISTORIC ADOBE TO REMAIN ADOBE SOUTH ELEVATION NON-HISTORIC ADDITION TO BE DEMOLISHED HISTORIC ADOBE TO REMAIN NON-HISTORIC ADDITION TO BE DEMOLISHED ADOBE NORTH ELEVATION HISTORIC ADOBE TO REMAIN NON-HISTORIC ADDITION TO BE DEMOLISHED ADOBE WEST ELEVATION DEMOLISH NON-HISTORIC ADDITION DEMOLISH NON-HISTORIC ADDITION COMMUNITY SPACE ADA RESTROOM (E) KITCHEN COMMON AREA FOR RESIDENTS COMMUNITY SPACE MANAGEMENT SPACE STORAGE STORAGE REHABILITATE (E) ONE STORY HISTORIC ADOBE OCC: B (E) FULL BATHROOM(E) FULL BATHROOM ADOBE DEMO PLAN Scale: 3/16" = 1'-0"1 1 2 1 4 3 5 4 22 2 2 3 3 6 6 REHABILITATE (E) HISTORIC ADOBE AREA TO BE DEMOLISHED DEMOLISH WALLS 5 8 TYP. 8 TYP. 7 TYP. 9 8 TYP. 9 7 TYP. 7 TYP. 7 TYP.8 TYP. 8 TYP. 11 10 TYP. 10 TYP. 10 TYP. 10 TYP. 6 10 1010 1 2 610 NOTE: REFER TO ADOBE REHAB REPORT ON SHEET A-0.0 DEMO PLAN REFERENCE NOTES: 1 2 3 4 5 6 7 8 9 10 11 CONDUCT A HAZARDOUS MATERIALS ASSESSMENT/ABATEMENT, DETERMINING EXISTENCE OF LEAD AND ASBESTOS AND PLAN FOR SAFE REMOVAL DURING DEMOLITION AND REHABILITATION DEMOLISH ENTIRE DILAPIDATED NON-HISTORIC NORTH SECTIONS OF STRUCTURE. PER DEMOLITIONS FLOOR PLAN SOI STANDARDS. CAP ALL UTILITIES. ROOF – DEMOLISH (E) ROOFING: REMOVE THE ROLL ROOFING, PLASTIC GUTTERS AND DOWNSPOUTS AND FAUX CHIMNEY. INSTALL "CLASS A" FIRE RATED ROOF WITH 1/4" DENSE DECK, CEDAR SHINGLES WITH BOARD-RIDGES AND WOOD OR METAL GUTTERS AND DOWNSPOUTS AND REPAIR CHIMNEY. FRAME NEW ROOF IN ORIGINAL CONFIGURATION AND SLOPE; WITH ADEQUATE STRAPPING TO WALLS, PER STRUCTURAL ENGINEER. (N) ROOF TO MATCH (E) HISTORICALADOBE IN DESIGN, TEXTURE, AND, WHERE POSSIBLE, MATERIAL PER SOI STANDARDS. DEMOLISH FENCE DEMOLISH BRICK PATH, RETAIN BRICKS FOR CITY'S USE PROTECT AND RETAIN HISTORIC WALL DURING DEMOLITION. PER SOI STANDARDS. WINDOWS–REPAIR EXISTING WINDOWS, AS POSSIBLE, AND REPLACE WINDOWS THAT CANNOT BE REPAIRED OR HAVE BEEN PREVIOUSLY BEEN REMOVED WITH EXACT REPRODUCTION WOODEN SASH WINDOWS. TO MATCH (E) HISTORICALADOBE IN DESIGN, TEXTURE, AND, WHERE POSSIBLE, MATERIAL PER SOI STANDARDS. DOORS—REPAIR EXISTING DOORS AND HARDWARE, AS POSSIBLE, AND REPLACE DOORS THAT CANNOT BE REPAIRED WITH SOLID PANEL DOORS. TO MATCH (E) HISTORICALADOBE IN DESIGN, TEXTURE, AND, WHERE POSSIBLE, MATERIAL PER SOI STANDARDS. PORCH: INVESTIGATE FRONT PORCH AREA TO DETERMINE WHETHER PREVIOUS WOOD PORCH EXISTED AND CONSTRUCT A NEW PORCH CONSISTENT WITH THE ORIGINAL SIZE AND FRAMING STYLE. NEW PORCH WILL BE OF EITHER WOOD OR BRICK, AS CONSISTENT WITH WHAT IS DETERMINED TO BE THE ORIGINAL MATERIAL USED. PER SOI STANDARDS. RESTORE/REPLACE EXISTING DETERIORATED WALLS AND SIDING/TRIM, AS NEEDED. TO MATCH (E) HISTORICALADOBE IN DESIGN, TEXTURE, AND, WHERE POSSIBLE, MATERIAL PER SOI STANDARDS. REMOVE ALL DETERIORATED FLOORING AND REPLACE AS NECESSARY. FLOORING WILL BE WOOD PLANK TO MATCH (E). PER SOI STANDARDS. REMOVAL OF NON HISTORIC PART OF ADOBE SCALE: 3/16" = 1'-0"SCALE:3/16"=1' 8'4'2'0' SEE "2.2 PROPOSED ALTERATIONS"OF THE REPORT FOR SUGGESTED ORDER OF OPERATIONS FOR ADOBE WORK. Page 52 of 91 033 A-0.0 AD O B E R E H A B RE P O R T SM A R T S H A R E H O U S ING SO LUT ION S P. O . B O X 1 5 0 3 4 S L O , C A 9 3 4 0 6 (8 0 5 ) 2 1 5 - 5 4 7 4 WA T E R M A N VI L L AG E 46 6 D A N A S T R E E T SA N L U I S O B I S P O , C A 9 3 4 0 1 Th e s e d r a w i n g s a r e i n s t r u m e n t s of s e r v i c e a n d a r e t h e p r o p e r t y o f HU N T E R S M I T H AR C H I T E C T U R E . Al l d e s i g n s a n d o t h e r i n f o r m a t i o n on t h e d r a w i n g s a r e f o r u s e o n t h e sp e c i f i e d p r o j e c t a n d s h a l l n o t b e us e d o t h e r w i s e w i t h o u t t h e ex p r e s s e d w r i t t e n p e r m i s s i o n o f HU N T E R S M I T H AR C H I T E C T U R E 86 0W al n u t Str e e t • Sui t e B • San Lui s Obi s p o • CA 93 4 01 HUNTER SMITH & ASSOCIATES,INC. 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O . B O X 1 5 0 3 4 S L O , C A 9 3 4 0 6 (8 0 5 ) 2 1 5 - 5 4 7 4 WA T E R M A N VI L L AG E 46 6 D A N A S T R E E T SA N L U I S O B I S P O , C A 9 3 4 0 1 Th e s e d r a w i n g s a r e i n s t r u m e n t s of s e r v i c e a n d a r e t h e p r o p e r t y o f HU N T E R S M I T H AR C H I T E C T U R E . Al l d e s i g n s a n d o t h e r i n f o r m a t i o n on t h e d r a w i n g s a r e f o r u s e o n t h e sp e c i f i e d p r o j e c t a n d s h a l l n o t b e us e d o t h e r w i s e w i t h o u t t h e ex p r e s s e d w r i t t e n p e r m i s s i o n o f HU N T E R S M I T H AR C H I T E C T U R E 86 0W al n u t Str e e t • Sui t e B • San Lui s Obi s p o • CA 93 4 01 HUNTER SMITH & ASSOCIATES,INC. DBA HUNTER SMITH ARCHITECTURE ©2024 10-31-2025 C-38575 NOT F O R C O N S T R U C T ION Ap r 8 , 2 0 2 4 PLOT D A T E : ARC SUBMITTAL 20 JUN 2022 REV SUBMITTAL 01 AUG 2022 ARC RESUBMITTAL 10 JAN 2023 ARC RESUBMITTAL 2 09 APR 2024 ADOBE SOUTH ELEVATION Scale: 3/16" = 1'-0"3 F.G. 181.83' T.O.R. 196.31' 5 TYP. 12 11 8 9 TYP. TYP. 10 ADOBE WEST ELEVATION Scale: 3/16" = 1'-0"2 8 620 5 TYP. 12 ADOBE EAST ELEVATION Scale: 3/16" = 1'-0"4 5 TYP. 12 9 TYP. 20 8 ADOBE NORTH ELEVATION Scale: 3/16" = 1'-0"5 2021 5 TYP. 14 TYP. 12 8 10 TYP. 9 TYP. COMMUNITY SPACE ADA RESTROOM (E) KITCHEN COMMON AREA FOR RESIDENTS COMMUNITY SPACE MANAGEMENT SPACE STORAGE STORAGE REHABILITATE (E) ONE STORY HISTORIC ADOBE OCC: B (E) FULL BATHROOM(E) FULL BATHROOM ADOBE FLOOR PLAN Scale: 3/16" = 1'-0"1 9 10 2 1 14 13 TYP. 3 4 5 5 TYP. TYP.11 7 15 18 19 17 16 TYP. 5 TYP. 12 22 22 23 22 GENERAL FL OOR PL AN NOTES: 1. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY ARCHITECT WITH ALL DISCREPANCIES PRIOR TO CONSTRUCTION. 2. VERIFY ALLAPPLIANCE, FIXTURE & EQUIPMENT SIZES AND LOCATIONS W/OWNER, PRIOR TO INSTALLATION. 3. REFER TO STRUCTURAL PLANS FOR FURTHER INFORMATION. 4.REFER TO ELECTRICAL PLANS FOR FURTHER INFORMATION. 5.REFER TO MECHANICAL PLANS FOR FURTHER INFORMATION. 6.REFER TO PLUMBING PLANS FOR FURTHER INFORMATION. 7.ALL FURNITURE AND EQUIPMENT IS BY OWNER AND IS SHOWN FOR COORDINATION PURPOSES ONLY. 9. DIMENSIONS ARE TO FACE OF FRAMING UNLESS SPECIFICALLY NOTED OTHERWISE. 9. PROVIDE ADEQUATE BLOCKING IN WALLS FOR CABINETS AND OTHER WALL MOUNTED ACCESSORIES INCLUDING BUT NOT LIMITED TO HANDRAILS, SHELVING AND BATHROOM FIXTURES. 10. PROVIDE FIRE BLOCKING FOR WALL CAVITIES THAT EXCEED CBC HEIGHT LIMITATION. 1. ALL EXTERIOR WOOD DOORS SHALL BE SOLID CORE, 1-3/8" THICK OR 20 MIN. FIRE RATED. ALL INTERIOR DOORS SHALL BE SOLID CORE. 2. ALL INTERIOR DOORS SHALL HAVE DOOR STOPS AND (3) THREE BUTT HINGES, SUPPLY (4) FOUR BUTT HINGES FOR 8'-0" DOORS 3. PROVIDE AND INSTALL WEATHERSTRIPPING AT ALL EXTERIOR DOORS. (DOORS SHALL BE SEALED W/ AN APPROVED SEALER) ALL OUTSWING PATIO DOORS SHALL BE 'ANDERSON' EXTERIOR CLAD DOORS. 4. PROVIDE 'ANDERSON' RETRACTABLE INSECT SCREENS FOR OUTSWING DOORS. ALL GLAZING IN OUTSWING DOOR SHALL BE DOUBLE PANE HIGH PERFORMACE WITH A U-VALUE OF .33 & A S.H.G.C. OF .29. 1. V.I.F. ALL ROUGH OPENING SIZES OF D & W UNITS TO BE REMOVED/ REPLACED. NOTIFY ARCHITECT OF ANY DISCREPANCIES. 2. ALL EXISTING WINDOWS SHALL BE REPLACED W/ NEW WINDOWS PER SCHEDULE. 3. FINISHES SHALL BE CONFIRMED W/ ARCHITECT & OWNER. 4. ALL NEW DOOR & WINDOWS GLAZING SHALL BE DUAL-GLAZED "LOW-E" RATED, U.N.O. 5. OPERABILITY OF WINDOWS SHALL BE CONFIRMED W/ OWNER PRIOR TO PURCHASE DOOR NOTES: WINDOW NOTES: 1. ALL WINDOWS SHALL BE 'MILGARD' STYLELINE WINDOWS, OR EQUAL; ALL INTERIOR FINISHES SHALL BE PAINT/ STAIN GRADE. 2. ALL GLAZING SHALL BE DUAL, INSULATED, HIGH PERFORMANCE - REFER TO TITLE-24 FOR ADDITIONAL INFORMATION. 3. ALL GLAZING SHALL BE CLEAR UNLESS NOTED OTHERWISE - REFER TO PLAN FOR LOCATIONS. 4. ALL OPERABLE WINDOWS SHALL BE PROVIDED WITH SCREEN. 5. REFER TO FLOOR PLAN FOR DESIGNATION OF TEMPERED GLAZING. 6. THE MANUFACTURED WINDOWS SHALL HAVE A LABELATTATCHED CERTIFIED BY THE NATIONAL FENESTRATION RATING COUNCIL (NFRC) & SHOWING COMPLIANCE WITH THE ENERGY CALCULATIONS. 7. EGRESS WINDOWS SHALL HAVE A MIN. NET CLR. OPENABLE AREA OF 5.7 SQ. FT. THE MIN. NET CLR. OPENABLE HEIGHT DIM. SHALL BE 24". THE MIN. NET CLR. OPENABLE WIDTH DIM. SHALL BE 20". THE BOTTOM OF THE NET CLR. OPENING SHALL BE NO HIGHER THAN 44" ABOVE THE FLOOR. ADDITIONAL DOOR&WINDOW NOTES: 1. HISTORIC PRESERVATION POLICIES ENCOURAGE RETENTION AND PRESERVATION OF WINDOWS, OR REPLACEMENT "IN-KIND" OF WINDOWS TOO DETERIORATED TO REPAIR, USING THE SAME SASH AND PANE CONFIGURATION AND DESIGN DETAILS AND UTILIZING A DESIGN FOR NEW WINDOWS THAT IS COMPATIBLE WITH THE EXISTING WINDOW OPENINGS AND HISTORIC CHARACTER A BUILDING. 2. THE REPLACEMENTS SHOULD BE WOOD CASEMENT WINDOWS OF THE SAME SIZE AS THE ORIGINAL OPENINGS. SIMPLE, UNEMBELLISHED TREATMENT OF ANY FENESTRATION PROPOSED IS CRUCIAL. 3. FIVE OF THE WINDOWS ARE FULL SIZE DOUBLE HUNG SASH WITH 6 PANES IN EACH SASH; SASH CONTAINS CUT NAILS AND IS WHITE WITH GREEN TRIM. SMALLER WINDOWS ARE SINGLE SASH WITH 6 PANES. 1. THE NEW ADDITION OF THE PROPOSED EXPANSION TO A HISTORIC BUILDING LOCATED AT THE HISTORIC PROPERTY AT 466 DANA STREET SHALL BE A CONTINUATION OF THE BUILDING USE AS A COMMON LIVING AREA AND OFFICES. 2. THE HISTORIC CHARACTER OF THE PROPERTY AT 466 DANA STREET WILL BE RETAINED AND PRESERVED. THE ADDITION OF THE PROPOSED EXPANSION WILL NOT REMOVE ANY DISTINCTIVE MATERIALS OR ALTERATIONS OF FEATURES, SPACES AND SPATIAL RELATIONSHIPS THAT CHARACTERIZE A PROPERTY. REFER TO SITE PLAN FOR EXISTING AND PROPOSED SITE LAYOUT. 3. THE PROPOSED 10'X10' NEW ADDITION TO THE HISTORIC PROPERTY WILL BE AT THE REAR OF THE PROPERTY AND THEREFORE WILL NOT BE ADDING CONJECTURAL FEATURES OR ELEMENTS TO CREATE FALSE SENSE OF HISTORICAL DEVELOPMENT. 4. THE HISTORIC CHARACTER OF THE PROPERTY AT 466 DANA STREET WILL BE RETAINED AND PRESERVED. 5. DISTINCTIVE MATERIALS, FEATURES, FINISHES AND CONSTRUCTION TECHNIQUES THAT CHARACTERIZES THIS PROPERTY WILL BE PRESERVED. 6. DETERIORATED HISTORIC FEATURES WILL BE REPAIRED RATHER THAN REPLACED IF POSSIBLE. PER THE EXISTING CONDITION OF THE HISTORIC BUILDING, DETERIORATION OF HISTORIC FEATURES REQUIRES THAT THE NEW FEATURES WILL MATCH THE OLD IN DESIGN, COLOR, TEXTURE, AND WHERE POSSIBLE, MATERIALS. REPLACEMENT OF MISSING FEATURES WILL BE SUBSTANTIATED BY DOCUMENTARY AND PHYSICAL EVIDENCED. 7. CHEMICAL OR PHYSICAL TREATMENTS, IF APPROPRIATE, WILL BE UNDERTAKEN USING THE GENTLEST MEANS POSSIBLE. TREATMENTS THAT CAUSE DAMAGE TO HISTORIC MATERIALS WILL NOT BE USE FOR THE ADDITION OF THE PROPOSED EXPANSION. 8. THE HISTORIC PROPERTY DOES NOT CONTAIN ANY ARCHEOLOGICAL RESOURCES. BUT IF DISCOVERED, ARCHEOLOGICAL RESOURCES WILL BE PROTECTED AND PRESERVED IN PLACE AND MITIGATION MEASURES WILL BE UNDERTAKEN. 9. THE NEW ADDITION OF THE PROPOSED EXPANSION TO THE HISTORIC PROPERTY WILL NOT DESTROY THE HISTORIC MATERIALS, FEATURES AND SPATIAL RELATIONSHIP THAT CHARACTERIZES THE PROPERTY. THE NEW WORK WILL MATCH WITH ALL EXISTING FEATURES OF THE ADOBE. 10.THE ADDITION OF THE PROPOSED EXPANSION TO THE HISTORIC PROPERTY WILL BE UNDERTAKEN IN SUCH A MANNER THAT, IF REMOVED IN THE FUTURE, THE ESSENTIAL FORM AND INTEGRITY OF THE HISTORIC PROPERTY AND ITS ENVIRONMENT WILL BE UNIMPAIRED. IT IS UNDERSTOOD THAT ALTERATIONS OF HISTORICALLY-LISTED BUILDINGS SHALL RETAINATLEAST 75%OF THE ORIGINAL BUILDING FRAMEWORK, ROOF AND EXTERIOR BEARING WALLS, AND CLADDING,INTOTAL , AN REUSE ORIGINAL MATERIALSAS FEASIBLE.PROPOSED ALTERATIONS OF GREATER THAN 25%OF THE ORIGINAL BUILDING FRAMEWORK, ROOF STRUCTURE, AND EXTERIOR WALLSWILL BE SUBJECT TO THE REVIEW PROCESS FOR DEMOLITIONS.PER THE HISTORIC PRESERVATION PROGRAM GUIDELINES. SECRETARY OF THE INTERIOR (SOI) STANDARDS GENERAL NOTES: SECRETARY OF THE INTERIOR (SOI) STANDARDS GENERAL NOTES: 1. ENSURE THE PORCH DECK DOES NOT EXTEND PAST THE HISTORIC ROOFLINE LIMIT. THE EAST AND SOUTH FACADES AND THEIR CHARACTER-DEFINING FEATURES MUST RETAIN THEIR ORIGINAL SCALE, PROPORTION, AND DESIGN CHARACTERISTICS. 2. MAINTAIN THE SIMPLE DESIGN OF THE PORCH. THE WOOD POSTS SHALL BE SIMPLE, UNEMBELLISHED 4 X 4 SQUARE POSTS WITH A SIMPLE SQUARE BASE. SOI STANDARDS -PORCH REHABILITAT ION: RECOMMENDATIONS TO GUIDE REMOVAL OF THE NON-SIGNIFICANT WOOD ADDITIONS ARE AS FOLLOWS: 1. EXTREME CARE SHOULD BE TAKEN DURING THE REMOVAL OF ANY WOOD ADDITIONS TO AVOID DAMAGING THE ORIGINALADOBE BUILDING WALLS. 2. ANY IRREPARABLE OR MISSING MATERIAL SHOULD BE CAREFULLY REPLACED TO MATCH IN KIND AND ALIGNMENT WITH THAT WHICH IS STILL PRESENT. SOI STANDARDS -REMOVAL OF WOOD ADDITIONS: SOI STANDARDS -WINDOW REPL ACEMENT AND REPAIR: 1. REPLACEMENT DOORS SHOULD BE CONSTRUCTED OF WOOD, WITHOUT EMBELLISHMENT OR GLAZING, AND SIMPLE IN DESIGN. 2.MAINENTRYDOORSHOULDREMAININPLACE,CENTEREDONTHESOUTH FACADE. SOI STANDARDS -DOOR REPL ACEMENT: THERE ARE NO PLANNED CHEMICAL OR PHYSICAL TREATMENTS. HOWEVER, SHOULD ANY CLEANING OR OTHER MATERIALS TREATMENT BE REQUIRED, THEY MUST BE UNDERTAKEN GENTLY AND USING CLEANING OR TREATMENT SOLVENTS, LIQUIDS, AND METHODS THAT WILL ENSURE THERE IS NO RESULTING DAMAGE TO HISTORIC MATERIALS. IF ANY CLEANING OR OTHER TREATMENTS BE PLANNED FOR THE ADOBE WALLS THEMSELVES, THAT WORK SHOULD BE GUIDED BY THE EXPERTISE OF A HISTORIC ADOBE EXPERT. SOI STANDARDS -C LEANING TREATMENTS: 1. ORIGINAL ROOF LINES OF ADOBE WILL BE MAINTAINED. 2. ROOF SHALL BE SEISMICALLY BRACED TO THE WALLS. REFER TO STRUCTURAL PLANS. 2. WOOD SHINGLES TO BE USED FOR THE ROOF SHEATHING ON THE MAIN ROOF OF THE BUILDING AS WELLAS THE FRONT PORCH ROOF. 3. SKYLIGHTS AND SOLATUBES SHALL BE FLUSH OR NEAR-FLUSH TO THE ROOF SURFACE, AND ARE NOT VISIBLE FROM DANA ST. 4. SOLAR PANELS SHALL BE PLACED IN A MANNER THAT ADDS MINIMIZED VISUAL PRESENCE TO THE MAIN FACADES. 4. DURING THE ROOF REFRAMING AND CONSTRUCTION, THE ADOBE SPECIALIST SHOULD BE CONSULTED TO ENSURE THE NEW WOOD FRAMING (ESPECIALLY AS IT ARTICULATES WITH THE ADOBE WALLS) IS DESIGNED AND CONSTRUCTED APPROPRIATELY TO PRESERVE AND MAINTAIN THE STABILITY AND INTEGRITY OF THE ADOBE WALLS. SOI STANDARDS -ROOF REPAIR: THE EXTERIOR SHALL BE PLASTERED AND PAINTED/TINED WHITE TO MATCH THE HISTORICAL CHARACTER OF THE BUILDING. TRIM AND WOOD DETAILS, INCLUDING WINDOW AND DOOR SURROUNDS, PORCH DECK, ROOF RAFTERS, AND POSTS SHALL BE STAINED A MEDIUM HUE OF NATURAL BROWN OR A MEDIUM-HUED PAINT. SOI STANDARDS -EXTERIOR PAINT: REMOVAL OF NON-HISTORIC COATINGS AND THE APPLICATION OF NEW COATINGS OR TREATMENTS SHALL BE DONE WITH GREAT CARE AS TO NOT DAMAGE ORIGINALADOBE WALLS AND SHALL MATCH HISTORIC APPEARANCE AND MATERIAL. ENSURE THE NEW COATING IS APPROPRIATE FOR PRESERVATION PURPOSES. A PROFESSIONALASSESSMENT OF THE ADOBE WALL CONDITION BY A HISTORIC ADOBE CONSERVATOR OR SPECIALIST WILL TAKE PLACE PRIOR TO ANY WORK TO THE BUILDING. THEY SHALLASSESS THE ADOBE WALLS’ CONDITION AND IDENTIFY ANY SPECIFIC REPAIR WORK NEEDED, THE APPROPRIATE TREATMENT, TYPES, AND APPLICATION METHODS FOR NEW PLASTER COATINGS. THE SPECIALIST SHOULD OVERSEE THAT WORK TO ENSURE IT IS PERFORMED APPROPRIATELY. SOI STANDARDS -REPAIR, RESTORATION, AND PLASTERING OF ADOBE WALLS: DUE TO THE AGE AND THE CONDITION OF THE BUILDING THERE ISA POSSIBILITY OF SIGNIFICANT STRUCTURAL DAMAGE AND WET, DRY ROT DAMAGE TO THE EXTERIOR WOOD FEATURES OF THE STRUCTURE.ANY WOOD FEATURES THAT SHOW SIGNS OF DAMAGED SHALL BE REPLACED AND REPLICATED TO MATCH WITH A SIMILAR NEW MATERIAL. STRUCTURAL WOODEN WALL MEMBERS WHICHARE DETERIORATED NEED TO BE REPLACED REFER TO STRUCTURAL DRAWINGS. THE STRUCTURE'SCLADDING AND WOOD CONSTRUCTION SHALL REMAIN. CLADDING ISHORIZONTAL REDWOOD DROP SIDING, 9"WIDE.IT ISA"BOX"OR SINGLE-WALL WOOD CONSTRUCTION, WITH VERTICAL BOARDS INSIDE AND HORIZONTAL BOARDS SANDWICHED ON THE OUTSIDE;CUT SQUARE NAILS. REPAIRS SHALL BE MADE TO DETERIORATED SEGMENTS TO MATCH (E). REPAIRS SHALL BE MADE TO ENSURE THE BUILDING ISSTRUCTURALLYAND SEISMICALLYSOUND.REFER TO STRUCTURAL PLANS. REFER TO CIVIL PLANS FOR EXCAVATION OF SOIL AND CONSTRUCTION OF A PERIMETER FOUNDATION. ANY DAMAGED OR REPLACED FEATURE TO BE VERIFIED, REPLACED AND DOCUMENTED INFIELD.ALL NEW FEATURES WILL MATCH THE OLD INDESIGN, COLOR, TEXTURE, AND WHERE POSSIBLE, MATERIALS.THE EXTENT OF NEW BUILDING MATERIAL BEING PROPOSED SHALL BE OF SIMILAR OR THE SAME MATERIAL THAT IT ISREPLACING. FLOOR PLAN REFERENCE NOTES: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 CONDUCT A HAZARDOUS MATERIALS ASSESSMENT/ABATEMENT, DETERMINING EXISTENCE OF LEAD AND ASBESTOS AND PLAN FOR SAFE REMOVAL DURING DEMOLITION AND REHABILITATION PLACE NEW CONCRETE REINFORCED FOUNDATIONS UNDER WOOD ADDITIONS OF STRUCTURE. PER SOI STANDARDS. REMOVE ALL DETERIORATED FLOORING AND REPLACE AS NECESSARY. FLOORING WILL BE WOOD PLANK TO MATCH (E). PER SOI STANDARDS. IMPROVE STRUCTURAL STRENGTH OF STRUCTURE, CONNECTING TOP OF WALLS TO ROOF AND CEILING FRAMING. PER SOI STANDARDS. DUE TO DAMAGE, DRY AND WET ROT RESTORE/REPLACE EXISTING DETERIORATED WALLS AND SIDING/TRIM, AS NEEDED. TO MATCH (E) HISTORICALADOBE IN DESIGN, TEXTURE, AND, WHERE POSSIBLE, MATERIAL PER SOI STANDARDS. REPAIR CHIMNEY FLUE, BRACE AND RESTORE FIREBOX, PAINT AND SEAL. PER SOI STANDARDS. INSTALL HVAC, ELECTRICAL, LIGHTING SYSTEMS AND RESTORE EXISTING FIXTURES AND RETAIN EARLY WIRING SYSTEMS. PER SOI STANDARDS. ROOF – DEMOLISH (E) ROOFING: REMOVE THE ROLL ROOFING, PLASTIC GUTTERS AND DOWNSPOUTS AND FAUX CHIMNEY. INSTALL "CLASS A" FIRE RATED ROOF WITH 1/4" DENSE DECK, CEDAR SHINGLES WITH BOARD-RIDGES AND WOOD OR METAL GUTTERS AND DOWNSPOUTS AND REPAIR CHIMNEY. FRAME NEW ROOF IN ORIGINAL CONFIGURATION AND SLOPE; WITH ADEQUATE STRAPPING TO WALLS, PER STRUCTURAL ENGINEER. (N) ROOF TO TO MATCH (E) HISTORICALADOBE IN DESIGN, TEXTURE, AND, WHERE POSSIBLE, MATERIAL PER SOI STANDARDS. WINDOWS–REPAIR EXISTING WINDOWS, AS POSSIBLE, AND REPLACE WINDOWS THAT CANNOT BE REPAIRED OR HAVE BEEN PREVIOUSLY BEEN REMOVED WITH EXACT REPRODUCTION WOODEN SASH WINDOWS. TO MATCH (E) HISTORICALADOBE IN DESIGN, TEXTURE, AND, WHERE POSSIBLE, MATERIAL PER SOI STANDARDS. DOORS—REPAIR EXISTING DOORS AND HARDWARE, AS POSSIBLE, AND REPLACE DOORS THAT CANNOT BE REPAIRED WITH SOLID PANEL DOORS. TO MATCH (E) HISTORICALADOBE IN DESIGN, TEXTURE, AND, WHERE POSSIBLE, MATERIAL PER SOI STANDARDS. PORCH: INVESTIGATE FRONT PORCH AREA TO DETERMINE WHETHER PREVIOUS WOOD PORCH EXISTED AND CONSTRUCT A NEW PORCH CONSISTENT WITH THE ORIGINAL SIZE AND FRAMING STYLE. NEW PORCH WILL BE OF EITHER WOOD OR BRICK, AS CONSISTENT WITH WHAT IS DETERMINED TO BE THE ORIGINAL MATERIAL USED. PER SOI STANDARDS. EXTERIOR WALLS–A NATURAL PLASTER FINISH WILL BE INSTALLED ON THE EXTERIOR ADOBE WALLS. PER SOI STANDARDS. INSTALL UNDERGROUND DRAINAGE SYSTEM, WILL BE COMPLETED AROUND THE ADOBE TO CREATE DRAINAGE AWAY FROM THE HOUSE, PER CIVIL ENGINEER’S DRAINAGE PLAN. PER SOI STANDARDS. BACK WALL–WHERE PATIO AND SHED ADDITIONS ARE TO BE DEMOLISHED–FINISHES WILL BE EXISTING WINDOWS WITH WOOD SIDING, CONSISTENT WITH EXISTING WOOD SIDING. PER SOI STANDARDS. FLOORS–POUR A NEW CONCRETE FOUNDATION UNDER WOOD WALLS, INCLUDING CONCRETE SLAB OR WOOD FRAMING TO SUPPORT FLOORING, AND INSTALL NEW WOOD FLOORS. PER SOI STANDARDS. WALLS–INSTALLA NATURAL PLASTER FINISH ON THE INTERIOR ADOBE WALLS PER SOI STANDARDS. DUE TO DAMAGE, DRY AND WET ROT RESTORE/REPLACE EXISTING DETERIORATED WALLS, AS NEEDED. TO MATCH (E) HISTORICALADOBE IN DESIGN, TEXTURE, AND, WHERE POSSIBLE, MATERIAL PER SOI STANDARDS. FIREPLACE–RESTORE THE EXISTING FIREPLACE AND MANTEL. VIF LOCATION. PER SOI STANDARDS. KITCHEN–UPDATE EXISTING KITCHEN. PER SOI STANDARDS. (N) ACCESSIBLE BATHROOMS SOLATUBE SKYLIGHT. VERIFY WITH CLIENT. REFER TO STRUCTURAL DRAWINGS FOR SIZE AND PLACEMENT. SOLAR PANELS, VERIFY WITH CLIENT. WALLS TO BE 1 HR FIRE RATED, EXTERIOR FINISH TO MATCH (E) HISTORICALADOBE PER SOI STANDARDS. ORIGINAL HISTORIC ADOBE STRUCTURE TO REMAIN ADOBE: PL ANS & EL EVAT IONS SCALE: 3/16" = 1'-0"SCALE:3/16"=1' 8'4'2'0' NOTE: REFER TO ADOBE REHAB REPORT ON SHEET A-0.0 SEE "2.2 PROPOSED ALTERATIONS"OF THE REPORT FOR SUGGESTED ORDER OF OPERATIONS FOR ADOBE WORK. NOTE: VERIFY IN FIELD ALL WALL, WINDOW, DOOR, AND INTERIOR WALL LOCATIONS. Page 54 of 91 033 A-1.1 (UNITA) UN ITA SM A R T S H A R E H O U S ING SO LUT ION S P. O . B O X 1 5 0 3 4 S L O , C A 9 3 4 0 6 (8 0 5 ) 2 1 5 - 5 4 7 4 WA T E R M A N VI L L AG E 46 6 D A N A S T R E E T SA N L U I S O B I S P O , C A 9 3 4 0 1 Th e s e d r a w i n g s a r e i n s t r u m e n t s of s e r v i c e a n d a r e t h e p r o p e r t y o f HU N T E R S M I T H AR C H I T E C T U R E . Al l d e s i g n s a n d o t h e r i n f o r m a t i o n on t h e d r a w i n g s a r e f o r u s e o n t h e sp e c i f i e d p r o j e c t a n d s h a l l n o t b e us e d o t h e r w i s e w i t h o u t t h e ex p r e s s e d w r i t t e n p e r m i s s i o n o f HU N T E R S M I T H AR C H I T E C T U R E 86 0W al n u t Str e e t • Sui t e B • San Lui s Obi s p o • CA 93 4 01 HUNTER SMITH & ASSOCIATES,INC. DBA HUNTER SMITH ARCHITECTURE ©2024 10-31-2025 C-38575 NOT F O R C O N S T R U C T ION Ap r 8 , 2 0 2 4 PLOT D A T E : ARC SUBMITTAL 20 JUN 2022 REV SUBMITTAL 01 AUG 2022 ARC RESUBMITTAL 10 JAN 2023 ARC RESUBMITTAL 2 09 APR 2024 UNIT A:LEFT SIDE Scale: 1/4" = 1'-0"8 UNIT A:ENTRY Scale: 1/4" = 1'-0"7 UNIT A:RIGHT SIDE Scale: 1/4" = 1'-0"6 UNIT A:BACK Scale: 1/4" = 1'-0"3 UNIT A:SECTION Scale: 1/4" = 1'-0"5 F.G. 181' F.F. 184' T.O.R. 194'-10 1/2" KITCHEN 10 '- 10 1 / 2 " 13 '- 10 1 / 2 " 2 12 5 12 BEDROOM / LIVING SPACEKITCHEN BATHROOM REF REF SINKW/D TWIN BED TV W/D STOVE SINK UNIT A:FLOOR PLAN Scale: 1/4" = 1'-0"2 5 A-1.1 (UNIT A) 5 A-1.1 (UNIT A) 21'-9" 9' -9" UNIT A:HELICAL PIER FOUNDATION PLAN Scale: 1/4" = 1'-0"4 FORMORE INFORMATION,REFER TO SHEET JRSC-C FORHELICAL PIERS: CONCEPTUAL PLAN BEDROOM / LIVING SPACEKITCHEN BATHROOM REF REF SINKW/D TWIN BED TV W/D STOVE SINK UNIT A:ROOF PLAN Scale: 1/4" = 1'-0"1 24'-0" 6' -0 " 6' -0 " 10'-0" (GABLE ROOF) 5:12 SLOPE AW N I N G AWNING (GABLE ROOF, POP-OUT) 2:12 SLOPE (GABLE ROOF) 5:12 SLOPE RIDGE UNITA:PL ANS & EL EVAT IONS SCALE: 1/4" = 1'-0" 0' SCALE:1/4"=1' 4' 8'2' Page 55 of 91 033 A-1.2 (UNIT AA) UN ITA A SM A R T S H A R E H O U S ING SO LUT ION S P. O . B O X 1 5 0 3 4 S L O , C A 9 3 4 0 6 (8 0 5 ) 2 1 5 - 5 4 7 4 WA T E R M A N VI L L AG E 46 6 D A N A S T R E E T SA N L U I S O B I S P O , C A 9 3 4 0 1 Th e s e d r a w i n g s a r e i n s t r u m e n t s of s e r v i c e a n d a r e t h e p r o p e r t y o f HU N T E R S M I T H AR C H I T E C T U R E . Al l d e s i g n s a n d o t h e r i n f o r m a t i o n on t h e d r a w i n g s a r e f o r u s e o n t h e sp e c i f i e d p r o j e c t a n d s h a l l n o t b e us e d o t h e r w i s e w i t h o u t t h e ex p r e s s e d w r i t t e n p e r m i s s i o n o f HU N T E R S M I T H AR C H I T E C T U R E 86 0W al n u t Str e e t • Sui t e B • San Lui s Obi s p o • CA 93 4 01 HUNTER SMITH & ASSOCIATES,INC. DBA HUNTER SMITH ARCHITECTURE ©2024 10-31-2025 C-38575 NOT F O R C O N S T R U C T ION Ap r 8 , 2 0 2 4 PLOT D A T E : ARC SUBMITTAL 20 JUN 2022 REV SUBMITTAL 01 AUG 2022 ARC RESUBMITTAL 10 JAN 2023 ARC RESUBMITTAL 2 09 APR 2024 REF SINKW/D REF SINKW/D BEDROOM / LIVING SPACE BATHROOM TWIN BED BEDROOM / LIVING SPACEKITCHEN BATHROOM REF TWIN BED TV W/D STOVE SINK TV KITCHEN REF W/D STOVE SINK UNIT AA:FLOOR PLAN Scale: 1/4" = 1'-0"2 5 A-1.2 (UNIT AA) 5 A-1.2 (UNIT AA) 21'-9" 19 ' -9" UNIT AA:HELICAL PIER FOUNDATION PLAN Scale: 1/4" = 1'-0"4 FORMORE INFORMATION,REFER TO SHEET JRSC-C FORHELICAL PIERS: CONCEPTUAL PLAN REF SINKW/D REF SINKW/D BEDROOM / LIVING SPACE BATHROOM TWIN BED BEDROOM / LIVING SPACEKITCHEN BATHROOM REF TWIN BED TV W/D STOVE SINK TV KITCHEN REF W/D STOVE SINK UNIT AA:ROOF PLAN Scale: 1/4" = 1'-0"1 24'-0" 12'-0 " 10'-0 "(LOWER SHED ROOF) 2:12 SLOPE AW N I N G AWNING AW N I N G (UPPER SHED ROOF) 2:12 SLOPE AWNING UNIT AA:BACK Scale: 1/4" = 1'-0"3UNIT AA:RIGHT SIDE Scale: 1/4" = 1'-0"6UNIT AA:ENTRY Scale: 1/4" = 1'-0"7UNIT AA:LEFT SIDE Scale: 1/4" = 1'-0"8 UNIT AA:SECTION Scale: 1/4" = 1'-0"5 F.G. 181' F.F. 184' T.O.R. 196'-1" 12 '- 1" 15 '- 1" KITCHEN KITCHEN 2 12 2 12 UNIT AA: PL ANS & EL EVAT IONS SCALE: 1/4" = 1'-0" 0' SCALE:1/4"=1' 4' 8'2' Page 56 of 91 033 A-1.3 (UNITB) UN ITB SM A R T S H A R E H O U S ING SO LUT ION S P. O . B O X 1 5 0 3 4 S L O , C A 9 3 4 0 6 (8 0 5 ) 2 1 5 - 5 4 7 4 WA T E R M A N VI L L AG E 46 6 D A N A S T R E E T SA N L U I S O B I S P O , C A 9 3 4 0 1 Th e s e d r a w i n g s a r e i n s t r u m e n t s of s e r v i c e a n d a r e t h e p r o p e r t y o f HU N T E R S M I T H AR C H I T E C T U R E . Al l d e s i g n s a n d o t h e r i n f o r m a t i o n on t h e d r a w i n g s a r e f o r u s e o n t h e sp e c i f i e d p r o j e c t a n d s h a l l n o t b e us e d o t h e r w i s e w i t h o u t t h e ex p r e s s e d w r i t t e n p e r m i s s i o n o f HU N T E R S M I T H AR C H I T E C T U R E 86 0W al n u t Str e e t • Sui t e B • San Lui s Obi s p o • CA 93 4 01 HUNTER SMITH & ASSOCIATES,INC. DBA HUNTER SMITH ARCHITECTURE ©2024 10-31-2025 C-38575 NOT F O R C O N S T R U C T ION Ap r 8 , 2 0 2 4 PLOT D A T E : ARC SUBMITTAL 20 JUN 2022 REV SUBMITTAL 01 AUG 2022 ARC RESUBMITTAL 10 JAN 2023 ARC RESUBMITTAL 2 09 APR 2024 UNIT B:LEFT SIDE Scale: 1/4" = 1'-0"10 UNIT B:ENTRY Scale: 1/4" = 1'-0"9 UNIT B:RIGHT SIDE Scale: 1/4" = 1'-0"7 UNIT B:BACK Scale: 1/4" = 1'-0"4 UNIT B:N-S SECTION Scale: 1/4" = 1'-0"6 F.G. 181' F.F. 184' T.O.R. 197'-11 1/2" KITCHEN LOFT 6'- 6" 4'- 1" 4'- 71 / 2 " 2 12 5 12 3'X 3'EGRESS WINDOW 2'-6" 3'- 1" REFER TO APPENDIX AQ OF THE CRC. BATHROOM REF SINK W/D SOFA TV STAIRS STOVE KITCHEN LIVING SPACE UNIT B:FLOOR PLAN Scale: 1/4" = 1'-0"3 9' -9" 21'-9" 6 A-1.3 (UNIT B) 6 A-1.3 (UNIT B) 8 A-1.3 (UNIT B) 8 A-1.3 (UNIT B) LOFTQUEEN BED LOFT UNIT B:LOFT PLAN Scale: 1/4" = 1'-0"2 7'-10 1/2" UNIT B:HELICAL PIER FOUNDATION PLAN Scale: 1/4" = 1'-0"5 FORMORE INFORMATION,REFER TO SHEET JRSC-C FORHELICAL PIERS: CONCEPTUAL PLAN LOFTQUEEN BED LOFT UNIT B:ROOF PLAN Scale: 1/4" = 1'-0"1 14'-0" 6' -0 " 6' -0 " 10'-0" (GABLE ROOF) 5:12 SLOPE AW N I N G AWNING (GABLE ROOF, POP-OUT) 2:12 SLOPE (GABLE ROOF) 5:12 SLOPE RIDGE UNIT B:E-W SECTION Scale: 1/4" = 1'-0"8 SECTION TAKEN THROUGH CENTER OF STAIRS. REFER TO APPENDIX AQ OF THE CRC. 6'- 2" HE A D R O O M 8"RI S E 9" TREAD 1'-8" 1'- 51 / 2 " F.G. 181' F.F. 184' T.O.R. 197'-11 1/2" 13 '- 11 1 / 2 " 6'- 6" 5'- 51 / 2 " 16 '- 11 1 / 2 " LOFT LOFT BATHROOM UNITB:PL ANS & EL EVAT IONS SCALE: 1/4" = 1'-0" 0' SCALE:1/4"=1' 4' 8'2' Page 57 of 91 033 A-1.4 (UNITC) UN ITC SM A R T S H A R E H O U S ING SO LUT ION S P. O . B O X 1 5 0 3 4 S L O , C A 9 3 4 0 6 (8 0 5 ) 2 1 5 - 5 4 7 4 WA T E R M A N VI L L AG E 46 6 D A N A S T R E E T SA N L U I S O B I S P O , C A 9 3 4 0 1 Th e s e d r a w i n g s a r e i n s t r u m e n t s of s e r v i c e a n d a r e t h e p r o p e r t y o f HU N T E R S M I T H AR C H I T E C T U R E . Al l d e s i g n s a n d o t h e r i n f o r m a t i o n on t h e d r a w i n g s a r e f o r u s e o n t h e sp e c i f i e d p r o j e c t a n d s h a l l n o t b e us e d o t h e r w i s e w i t h o u t t h e ex p r e s s e d w r i t t e n p e r m i s s i o n o f HU N T E R S M I T H AR C H I T E C T U R E 86 0W al n u t Str e e t • Sui t e B • San Lui s Obi s p o • CA 93 4 01 HUNTER SMITH & ASSOCIATES,INC. DBA HUNTER SMITH ARCHITECTURE ©2024 10-31-2025 C-38575 NOT F O R C O N S T R U C T ION Ap r 8 , 2 0 2 4 PLOT D A T E : ARC SUBMITTAL 20 JUN 2022 REV SUBMITTAL 01 AUG 2022 ARC RESUBMITTAL 10 JAN 2023 ARC RESUBMITTAL 2 09 APR 2024 UNIT C:LEFT SIDE Scale: 1/4" = 1'-0"10 UNIT C:ENTRY Scale: 1/4" = 1'-0"8 UNIT C:RIGHT SIDE Scale: 1/4" = 1'-0"6 UNIT C:BACK Scale: 1/4" = 1'-0"3 UNIT C:E-W SECTION Scale: 1/4" = 1'-0"7 KITCHEN LOFT KITCHEN LOFT F.G. 181' F.F. 184' T.O.R. 199'-10 1/2" 6'- 6" 4'- 3" 5'- 51 / 2 " 2 12 2 12 3'X 3'EGRESS WINDOW 2'-6"2'-6" 3'- 1" REFER TO APPENDIX AQ OF THE CRC. BATHROOM RE F TV STAIRS ST O V E LIVING SPACE KITCHEN SI N K BATHROOM TV LIVING SPACE W/D RE F ST O V E KITCHEN SI N K W/D UNIT C:FLOOR PLAN Scale: 1/4" = 1'-0"2 7 A-1.4 (UNIT C) 7 A-1.4 (UNIT C) 9 A-1.4 (UNIT C) 9 A-1.4 (UNIT C) 19'-9" 21' -9" QUEEN BED LOFT QUEEN BED LOFT UNIT C:LOFT PLAN Scale: 1/4" = 1'-0"1 7' -10 1/ 2" UNIT C:HELICAL PIER FOUNDATION PLAN Scale: 1/4" = 1'-0"5 FORMORE INFORMATION,REFER TO SHEET JRSC-C FORHELICAL PIERS: CONCEPTUAL PLAN QUEEN BED LOFT QUEEN BED LOFT UNIT C:ROOF PLAN Scale: 1/4" = 1'-0"4 10'-0" 24' -0 " 12'-0" (UPPER SHED ROOF) 2:12 SLOPE (LOWER SHED ROOF) 2:12 SLOPE AWNING UNIT C:N-S SECTION Scale: 1/4" = 1'-0"9 F.G. 181' F.F. 184' T.O.R. 199'-10 1/2" 15 '- 10 1 / 2 " 6'- 6" 5'- 51 / 2 " 18 '- 10 1 / 2 " KITCHEN LOFT BATHROOM LOFT 6'- 21 / 2 " HE A D R O O M 8"RI S E 9" TREAD 1'-8" 1'- 51 / 2 " SECTION TAKEN THROUGH CENTER OF STAIRS. REFER TO APPENDIX AQ OF THE CRC. UNITC:PL ANS & EL EVAT IONS SCALE: 1/4" = 1'-0" 0' SCALE:1/4"=1' 4' 8'2' Page 58 of 91 033 A-1.5 (UNITD) UN ITD SM A R T S H A R E H O U S ING SO LUT ION S P. O . B O X 1 5 0 3 4 S L O , C A 9 3 4 0 6 (8 0 5 ) 2 1 5 - 5 4 7 4 WA T E R M A N VI L L AG E 46 6 D A N A S T R E E T SA N L U I S O B I S P O , C A 9 3 4 0 1 Th e s e d r a w i n g s a r e i n s t r u m e n t s of s e r v i c e a n d a r e t h e p r o p e r t y o f HU N T E R S M I T H AR C H I T E C T U R E . Al l d e s i g n s a n d o t h e r i n f o r m a t i o n on t h e d r a w i n g s a r e f o r u s e o n t h e sp e c i f i e d p r o j e c t a n d s h a l l n o t b e us e d o t h e r w i s e w i t h o u t t h e ex p r e s s e d w r i t t e n p e r m i s s i o n o f HU N T E R S M I T H AR C H I T E C T U R E 86 0W al n u t Str e e t • Sui t e B • San Lui s Obi s p o • CA 93 4 01 HUNTER SMITH & ASSOCIATES,INC. DBA HUNTER SMITH ARCHITECTURE ©2024 10-31-2025 C-38575 NOT F O R C O N S T R U C T ION Ap r 8 , 2 0 2 4 PLOT D A T E : ARC SUBMITTAL 20 JUN 2022 REV SUBMITTAL 01 AUG 2022 ARC RESUBMITTAL 10 JAN 2023 ARC RESUBMITTAL 2 09 APR 2024 UNIT D:ENTRY Scale: 1/4" = 1'-0"7UNIT D:LEFT SIDE Scale: 1/4" = 1'-0"8 UNIT D:RIGHT SIDE Scale: 1/4" = 1'-0"5 UNIT D:BACK Scale: 1/4" = 1'-0"3 UNIT D:SECTION Scale: 1/4" = 1'-0"6 F.G. 181' F.F. 184' T.O.R. 197'-1" KITCHEN & LIVING SPACE BATHROOM 13 '- 1" 16 '- 1" 2 12 2 12 30X48 CLR. 60"Ø CL R60X60 CLR.32X60 ROLL-IN SHOWER CLOSET 30X48 CLR. 60" Ø C L R 60X60 CLR. 32X60 ROLL-IN SHOWER CLOSET LIVING SPACE LIVING SPACE BATHROOM BATHROOM KITCHEN KITCHEN TV TV REFSTOVEW/DSINK RE F ST O V E W/D SI N K UNIT D:FLOOR PLAN Scale: 1/4" = 1'-0"2 6 A-1.5 (UNIT D) 6 A-1.5 (UNIT D) 23'-9" 21' -9" UNIT D:HELICAL PIER FOUNDATION PLAN Scale: 1/4" = 1'-0"4 FORMORE INFORMAT ION,REFER TO SHEET JRSC-C FORHELICAL PIERS: CONCEPTUAL PLAN UNITD:PL ANS & EL EVAT IONS SCALE: 1/4" = 1'-0" 0' SCALE:1/4"=1' 4' 8'2' UNIT D:ROOF PLAN Scale: 1/4" = 1'-0"1 14'-0"12'-0" 24' -0 " (UPPER SHED ROOF) 2:12 SLOPE (LOWER SHED ROOF) 2:12 SLOPE AWNINGAWNING Page 59 of 91 T.O.R. 199'-10 1/2" 4'- 3" 18 '- 10 1 / 2 " 6'- 6" T.O.R. 197'-1" 16 '- 1" 16 '- 11 1 / 2 " T.O.R. 197'-11 1/2" 6'- 6" 4'- 1" 033 A-8.0 OVER A LL SE C T ION SM A R T S H A R E H O U S ING SO LUT ION S P. O . B O X 1 5 0 3 4 S L O , C A 9 3 4 0 6 (8 0 5 ) 2 1 5 - 5 4 7 4 WA T E R M A N VI L L AG E 46 6 D A N A S T R E E T SA N L U I S O B I S P O , C A 9 3 4 0 1 Th e s e d r a w i n g s a r e i n s t r u m e n t s of s e r v i c e a n d a r e t h e p r o p e r t y o f HU N T E R S M I T H AR C H I T E C T U R E . Al l d e s i g n s a n d o t h e r i n f o r m a t i o n on t h e d r a w i n g s a r e f o r u s e o n t h e sp e c i f i e d p r o j e c t a n d s h a l l n o t b e us e d o t h e r w i s e w i t h o u t t h e ex p r e s s e d w r i t t e n p e r m i s s i o n o f HU N T E R S M I T H AR C H I T E C T U R E 86 0W al n u t Str e e t • Sui t e B • San Lui s Obi s p o • CA 93 4 01 HUNTER SMITH & ASSOCIATES,INC. DBA HUNTER SMITH ARCHITECTURE ©2024 10-31-2025 C-38575 NOT F O R C O N S T R U C T ION Ap r 8 , 2 0 2 4 PLOT D A T E : ARC SUBMITTAL 20 JUN 2022 REV SUBMITTAL 01 AUG 2022 ARC RESUBMITTAL 10 JAN 2023 ARC RESUBMITTAL 2 09 APR 2024 UNIT A UNIT AA UNIT C UNIT DHISTORIC ADOBE TINY HOME HEIGHT COMPARISON TO HISTORIC ADOBE TOP OF ROOF OF ADOBE:196.31' FF:184' BFE:182.9' TH RESHOLD ELEV.=181.83' 24"TREE REMOVED WATERRISER EXPOSED PIPES (UNKNOWN ORIGIN) BRICKWALKWAY BRICKWALKWAY CONCRETE SIDEWALK CON CRETE SIDEWALK CONCRETE DRIVEW AY (E)CONCR ETE DRIV EWAY CON CRETECURB&GU TTER BUSH 48"STUMP BRICK PATH BRICK PATH NEIGHBORING RESIDENCE DA N A S T R E E T APPROXIMATE TOP OF BANK APPROXIMATETOP OF BANK ST E N N E R C R E E K 35 FT S E T B A C K P E R 17 .70 .03 0 .2.B PROPERTY LINE PROPERTY LINE WM (EXISTING) SHARED PAVED DRIVEWAYEASEMENT LOFT STAIRS QUEEN BED LOFT LOFT STAIRS QUEENBED LOFT LOFT STAIRS QUEEN BED LOFT LOFT STAIRS QUEEN BED LOFT STAIRS QUEENBED LOFT QUEENBED LOFT STAIRS STAIRS QUEENBED LOFT QUEEN BED LOFT STAIRS STAIRS QUEEN BED LOFT QUEENBED LOFT STAIRS WM 3 STA I R S QUEEN BED LOF T QUEE N BED LOF T STA I R S 12RAM P U P RA M P U P EASEMENT STAIRS QUEENBED LOFT QUEEN BED LOFT STAIRS COM MUNITY SPACEADARESTROOM (E)KITCHEN COMMONAREAFORRESIDENTS COMMUNITY SPACE MANAGEMENT SPACE STORAGE STORAGE RE HA B I L IT ATE(E) ONE STORY HIS TORIC AD O BE OCC : B (E)FULL BATHROOM (E)FULL BATHROOM WWWWWWWWWAAAAAAAWWWWWTTTTTTAAAAEEERRRRRRRRRRIIISSSSSSSSEEEERRRRR EEEEEEXXXXXXXXXPPPPPOOOOOOSSSSSEEEEEDDDDDPPPPPIIIPPPPEEEEESSSSS ((((((((UUUUUUUNNNNNKKKKKKKKNNNNNOOOOOOWWWWWWWWWWNNNNNNOOOOOORRRRRGGGGIIINNNN)) AAAAAAAAPPPPPPPPPPPPRRRRRRRRROOOOOXXXXXXXXXIIIMMMMMAAAAAAATTTTTTAAAAEEEEEETTTTTOOOOOOPPPPPPPOOOOOOOOFFFFFFBBBBBAAAAAAAANNNNNNKKKKKK STAIRS UEEEN BED FT QUEENBED LOFT STTAIIRS RRAAMMMPPUUPP AMPUP CCCCOOOOOOOOONNNNCCCCCCCCRRRRRRRREEEEEEEETTTTTTEEEEE SSSSSSIIDDDDDEEEWWWWWWWWWWWAAAAAAALLLLLKKKKKK A STRRRRRRREEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEETTTTTTTTTTTTTTTTTTTTTT WWWWMM CCCO SSSSSID24"TREEEEEE NC24TREEEEE RRREEEEEMMMMOOOOOOVVVVVVEEEEEDDDDDDDD CCCCOO CCCCRRRRRRRRRRRRRRRRREEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEKKKKKK .22222.BBBBBB KKKKKKKKKKKKKK 777000000.000000333330000 SSSSSSSSSSSSTTTTTTTTTTTTTEEEEEEEEEEEEENNNNN EEEE SSSSSSSSSTTTTTTTTTTTTEEEEEEEEE 33333555555FFFFTTTTTTSSS TTT NNNNNNNNNEEEEEEEEEEEEEEEEEEEEERRRRRRRRRRRRRRRRRRRRRR C CCCKKKKKKKKKPPPPPPEEEEEERRRRRRRRR111777777.777 NNNNNNNNNNNNNNNNNNNNNNNNNN TTTTTBBBBBAAACCCC SITE SECTION KEY PLAN Scale: 1/32"=1'-0"3 2 A-8.0 2 A-8.0 EAST-WEST SITE SECTION EAST-WEST SITE SECTION Scale: 3/16" = 1'-0"2 ADOBE T.O.R. 196.31' UNIT C T.O.R. 199'-10 1/2" UNIT D T.O.R. 197'-1" ADOBE T.O.R. 196.31' 3' -7" 91 / 4 " F.F. 184' HISTORIC ADOBE UNIT C UNIT C UNIT AA UNIT BUNIT C F.F. 184' UNIT C OVERALL SECTION SCALE: 3/16" = 1'-0"SCALE:3/16"=1' 8'4'2'0' F.G. 181.83' T.O.R. 196.31'T.O.R. 194'-10 1/2" 13 '- 10 1 / 2 " T.O.R. 196'-1" 15 '- 1" UNIT B FINISH GRADE:181' Page 60 of 91 033 A-9.0 CO LOR S & MA T E R IALSB O A R D SM A R T S H A R E H O U S ING SO LUT ION S P. O . B O X 1 5 0 3 4 S L O , C A 9 3 4 0 6 (8 0 5 ) 2 1 5 - 5 4 7 4 WA T E R M A N VI L L AG E 46 6 D A N A S T R E E T SA N L U I S O B I S P O , C A 9 3 4 0 1 Th e s e d r a w i n g s a r e i n s t r u m e n t s of s e r v i c e a n d a r e t h e p r o p e r t y o f HU N T E R S M I T H AR C H I T E C T U R E . Al l d e s i g n s a n d o t h e r i n f o r m a t i o n on t h e d r a w i n g s a r e f o r u s e o n t h e sp e c i f i e d p r o j e c t a n d s h a l l n o t b e us e d o t h e r w i s e w i t h o u t t h e ex p r e s s e d w r i t t e n p e r m i s s i o n o f HU N T E R S M I T H AR C H I T E C T U R E 86 0W al n u t Str e e t • Sui t e B • San Lui s Obi s p o • CA 93 4 01 HUNTER SMITH & ASSOCIATES,INC. DBA HUNTER SMITH ARCHITECTURE ©2024 10-31-2025 C-38575 NOT F O R C O N S T R U C T ION Ap r 8 , 2 0 2 4 PLOT D A T E : ARC SUBMITTAL 20 JUN 2022 REV SUBMITTAL 01 AUG 2022 ARC RESUBMITTAL 10 JAN 2023 ARC RESUBMITTAL 2 09 APR 2024 UNIT A:LEFT SIDE Scale: 1/4" = 1'-0"1 S-2 P-3 TYP. P-2 TYP. UNIT A:ENTRY Scale: 1/4" = 1'-0"2 R-2 S-2P-2 P-3 TYP. TYP. R-2 UNIT A:RIGHT SIDE Scale: 1/4" = 1'-0"3 S-2 P-3 TYP. P-2 TYP. R-2 UNIT A:BACK Scale: 1/4" = 1'-0"4 R-2 S-2P-2 P-3 TYP. TYP. STANDING SEAM METAL ROOF: MANU:TBD TYPE/COLOR:R OR U-PANEL (GREY) (OR AN APPROVED EQUAL) PLANK LAP SIDING: MANU:JAMES HARDIE TYPE/COLOR:SELECT CEDARMILL (ARCTIC WHITE) PAINT: MANU:DUNN-EDWARDS (OR AN APPROVED EQUAL) TYPE/COLOR:DESS31 (SEARED ASH) PAINT: MANU:DUNN-EDWARDS (OR AN APPROVED EQUAL) TYPE/COLOR:DEW380 (WARM WHITE) R-2 S-2 P-2 P-3 WALKWAY Scale: 1:117 6 W-3W-2W-1 DWELLING UNIT VERIFY COLOR & MATERIAL WITH CLIENTS EXTERIOR FINISH: WALKWAYS WALKWAY Scale: 1:97.55 W-2W-1 RESTORE BRICK PATH TO MATCH (E): MANU:VERIFY IN FIELD TYPE/COLOR:VERIFY IN FIELD GROUND PERMEABLEPATH: ACCESSIBLE GROUNDSCAPE MANU:AIRVOL BLOCK SLO (OR AN APPROVED EQUAL) TYPE/COLOR:TBD RAISED WALKWAY: PRE-ENGINEERED WOOD DECK MANU:TREX (OR AN APPROVED EQUAL) TYPE/COLOR:TREX TRANSCEND TROPICALS DECKING (TIKI TORCH) W-1 W-2 W-3 WA L KWAY VERIFY COLOR & MATERIAL WITH CLIENTS EXTERIOR FINISH: DWELLING UNITS Page 61 of 91 TO MATCH (E) PER SOI STANDARDS, VERIFY IN FIELD 033 A-9.1 CO LOR S & MA T E R IALSB O A R D SM A R T S H A R E H O U S ING SO LUT ION S P. O . B O X 1 5 0 3 4 S L O , C A 9 3 4 0 6 (8 0 5 ) 2 1 5 - 5 4 7 4 WA T E R M A N VI L L AG E 46 6 D A N A S T R E E T SA N L U I S O B I S P O , C A 9 3 4 0 1 Th e s e d r a w i n g s a r e i n s t r u m e n t s of s e r v i c e a n d a r e t h e p r o p e r t y o f HU N T E R S M I T H AR C H I T E C T U R E . Al l d e s i g n s a n d o t h e r i n f o r m a t i o n on t h e d r a w i n g s a r e f o r u s e o n t h e sp e c i f i e d p r o j e c t a n d s h a l l n o t b e us e d o t h e r w i s e w i t h o u t t h e ex p r e s s e d w r i t t e n p e r m i s s i o n o f HU N T E R S M I T H AR C H I T E C T U R E 86 0W al n u t Str e e t • Sui t e B • San Lui s Obi s p o • CA 93 4 01 HUNTER SMITH & ASSOCIATES,INC. DBA HUNTER SMITH ARCHITECTURE ©2024 10-31-2025 C-38575 NOT F O R C O N S T R U C T ION Ap r 8 , 2 0 2 4 PLOT D A T E : ARC SUBMITTAL 20 JUN 2022 REV SUBMITTAL 01 AUG 2022 ARC RESUBMITTAL 10 JAN 2023 ARC RESUBMITTAL 2 09 APR 2024 ADOBE SOUTH ELEVATION Scale: 1/4" = 1'-0"1 R-1 S-1P-1 P-1 TYP. TYP. ADOBE WEST ELEVATION Scale: 1/4" = 1'-0"4 R-1 S-1P-1 C-1 TYP. ADOBE EAST ELEVATION Scale: 1/4" = 1'-0"2 R-1 S-1P-1 TYP. R-1C-1 ADOBE NORTH ELEVATION Scale: 1/4" = 1'-0"3 R-1 S-1P-1 TYP. EXTERIOR FINISH: HISTORIC ADOBE CLASS A FIRE RATED CEDAR SHINGLEROOF: MANU:TBD TYPE/COLOR:GREY SIDING TO MATCH (E): MANU:VERIFY IN FIELD TYPE/COLOR:VERIFY IN FIELD PAINT TO MATCH (E): MANU:VERIFY IN FIELD TYPE/COLOR:WHITE, VERIFY IN FIELD RESTORE CHIMNEY FLUE TO MATCH (E): MANU:VERIFY IN FIELD TYPE/COLOR:VERIFY IN FIELD R-1 S-1 P-1 C-1 HISTORIC ADOBE GENERAL FLOOR PLAN NOTES: 1. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY ARCHITECT WITH ALL DISCREPANCIES PRIOR TO CONSTRUCTION. 2. VERIFY ALLAPPLIANCE, FIXTURE & EQUIPMENT SIZES AND LOCATIONS W/OWNER, PRIOR TO INSTALLATION. 3. REFER TO STRUCTURAL PLANS FOR FURTHER INFORMATION. 4.REFER TO ELECTRICAL PLANS FOR FURTHER INFORMATION. 5.REFER TO MECHANICAL PLANS FOR FURTHER INFORMATION. 6.REFER TO PLUMBING PLANS FOR FURTHER INFORMATION. 7.ALL FURNITURE AND EQUIPMENT IS BY OWNER AND IS SHOWN FOR COORDINATION PURPOSES ONLY. 9. DIMENSIONS ARE TO FACE OF FRAMING UNLESS SPECIFICALLY NOTED OTHERWISE. 9. PROVIDE ADEQUATE BLOCKING IN WALLS FOR CABINETS AND OTHER WALL MOUNTED ACCESSORIES INCLUDING BUT NOT LIMITED TO HANDRAILS, SHELVING AND BATHROOM FIXTURES. 10. PROVIDE FIRE BLOCKING FOR WALL CAVITIES THAT EXCEED CBC HEIGHT LIMITATION. 1. ALL EXTERIOR WOOD DOORS SHALL BE SOLID CORE, 1-3/8" THICK OR 20 MIN. FIRE RATED. ALL INTERIOR DOORS SHALL BE SOLID CORE. 2. ALL INTERIOR DOORS SHALL HAVE DOOR STOPS AND (3) THREE BUTT HINGES, SUPPLY (4) FOUR BUTT HINGES FOR 8'-0" DOORS 3. PROVIDE AND INSTALL WEATHERSTRIPPING AT ALL EXTERIOR DOORS. (DOORS SHALL BE SEALED W/ AN APPROVED SEALER) ALL OUTSWING PATIO DOORS SHALL BE 'ANDERSON' EXTERIOR CLAD DOORS. 4. PROVIDE 'ANDERSON' RETRACTABLE INSECT SCREENS FOR OUTSWING DOORS. ALL GLAZING IN OUTSWING DOOR SHALL BE DOUBLE PANE HIGH PERFORMACE WITH A U-VALUE OF .33 & A S.H.G.C. OF .29. 1. V.I.F. ALL ROUGH OPENING SIZES OF D & W UNITS TO BE REMOVED/ REPLACED. NOTIFY ARCHITECT OF ANY DISCREPANCIES. 2. ALL EXISTING WINDOWS SHALL BE REPLACED W/ NEW WINDOWS PER SCHEDULE. 3. FINISHES SHALL BE CONFIRMED W/ ARCHITECT & OWNER. 4. ALL NEW DOOR & WINDOWS GLAZING SHALL BE DUAL-GLAZED "LOW-E" RATED, U.N.O. 5. OPERABILITY OF WINDOWS SHALL BE CONFIRMED W/ OWNER PRIOR TO PURCHASE DOOR NOTES: WINDOW NOTES: 1. ALL WINDOWS SHALL BE 'MILGARD' STYLELINE WINDOWS, OR EQUAL; ALL INTERIOR FINISHES SHALL BE PAINT/ STAIN GRADE. 2. ALL GLAZING SHALL BE DUAL, INSULATED, HIGH PERFORMANCE - REFER TO TITLE-24 FOR ADDITIONAL INFORMATION. 3. ALL GLAZING SHALL BE CLEAR UNLESS NOTED OTHERWISE - REFER TO PLAN FOR LOCATIONS. 4. ALL OPERABLE WINDOWS SHALL BE PROVIDED WITH SCREEN. 5. REFER TO FLOOR PLAN FOR DESIGNATION OF TEMPERED GLAZING. 6. THE MANUFACTURED WINDOWS SHALL HAVE A LABELATTATCHED CERTIFIED BY THE NATIONAL FENESTRATION RATING COUNCIL (NFRC) & SHOWING COMPLIANCE WITH THE ENERGY CALCULATIONS. 7. EGRESS WINDOWS SHALL HAVE A MIN. NET CLR. OPENABLE AREA OF 5.7 SQ. FT. THE MIN. NET CLR. OPENABLE HEIGHT DIM. SHALL BE 24". THE MIN. NET CLR. OPENABLE WIDTH DIM. SHALL BE 20". THE BOTTOM OF THE NET CLR. OPENING SHALL BE NO HIGHER THAN 44" ABOVE THE FLOOR. ADDITIONAL DOOR&WINDOW NOTES: 1. HISTORIC PRESERVATION POLICIES ENCOURAGE RETENTION AND PRESERVATION OF WINDOWS, OR REPLACEMENT "IN-KIND" OF WINDOWS TOO DETERIORATED TO REPAIR, USING THE SAME SASH AND PANE CONFIGURATION AND DESIGN DETAILS AND UTILIZING A DESIGN FOR NEW WINDOWS THAT IS COMPATIBLE WITH THE EXISTING WINDOW OPENINGS AND HISTORIC CHARACTER A BUILDING. 2. THE REPLACEMENTS SHOULD BE WOOD CASEMENT WINDOWS OF THE SAME SIZE AS THE ORIGINAL OPENINGS. SIMPLE, UNEMBELLISHED TREATMENT OF ANY FENESTRATION PROPOSED IS CRUCIAL. 3. FIVE OF THE WINDOWS ARE FULL SIZE DOUBLE HUNG SASH WITH 6 PANES IN EACH SASH; SASH CONTAINS CUT NAILS AND IS WHITE WITH GREEN TRIM. SMALLER WINDOWS ARE SINGLE SASH WITH 6 PANES. 1. THE NEW ADDITION OF THE PROPOSED EXPANSION TO A HISTORIC BUILDING LOCATED AT THE HISTORIC PROPERTY AT 466 DANA STREET SHALL BE A CONTINUATION OF THE BUILDING USE AS A COMMON LIVING AREA AND OFFICES. 2. THE HISTORIC CHARACTER OF THE PROPERTY AT 466 DANA STREET WILL BE RETAINED AND PRESERVED. THE ADDITION OF THE PROPOSED EXPANSION WILL NOT REMOVE ANY DISTINCTIVE MATERIALS OR ALTERATIONS OF FEATURES, SPACES AND SPATIAL RELATIONSHIPS THAT CHARACTERIZE A PROPERTY. REFER TO SITE PLAN FOR EXISTING AND PROPOSED SITE LAYOUT. 3. THE PROPOSED 10'X10' NEW ADDITION TO THE HISTORIC PROPERTY WILL BE AT THE REAR OF THE PROPERTY AND THEREFORE WILL NOT BE ADDING CONJECTURAL FEATURES OR ELEMENTS TO CREATE FALSE SENSE OF HISTORICAL DEVELOPMENT. 4. THE HISTORIC CHARACTER OF THE PROPERTY AT 466 DANA STREET WILL BE RETAINED AND PRESERVED. 5. DISTINCTIVE MATERIALS, FEATURES, FINISHES AND CONSTRUCTION TECHNIQUES THAT CHARACTERIZES THIS PROPERTY WILL BE PRESERVED. 6. DETERIORATED HISTORIC FEATURES WILL BE REPAIRED RATHER THAN REPLACED IF POSSIBLE. PER THE EXISTING CONDITION OF THE HISTORIC BUILDING, DETERIORATION OF HISTORIC FEATURES REQUIRES THAT THE NEW FEATURES WILL MATCH THE OLD IN DESIGN, COLOR, TEXTURE, AND WHERE POSSIBLE, MATERIALS. REPLACEMENT OF MISSING FEATURES WILL BE SUBSTANTIATED BY DOCUMENTARY AND PHYSICAL EVIDENCED. 7. CHEMICAL OR PHYSICAL TREATMENTS, IF APPROPRIATE, WILL BE UNDERTAKEN USING THE GENTLEST MEANS POSSIBLE. TREATMENTS THAT CAUSE DAMAGE TO HISTORIC MATERIALS WILL NOT BE USE FOR THE ADDITION OF THE PROPOSED EXPANSION. 8. THE HISTORIC PROPERTY DOES NOT CONTAIN ANY ARCHEOLOGICAL RESOURCES. BUT IF DISCOVERED, ARCHEOLOGICAL RESOURCES WILL BE PROTECTEDANDPRESERVEDINPLACEANDMITIGATIONMEASURESWILLBE UNDERTAKEN. 9. THE NEW ADDITION OF THE PROPOSED EXPANSION TO THE HISTORIC PROPERTY WILL NOT DESTROY THE HISTORIC MATERIALS, FEATURES AND SPATIAL RELATIONSHIP THAT CHARACTERIZES THE PROPERTY. THE NEW WORK WILL MATCH WITH ALL EXISTING FEATURES OF THE ADOBE. 10. THE ADDITION OF THE PROPOSED EXPANSION TO THE HISTORIC PROPERTY WILL BE UNDERTAKEN IN SUCH A MANNER THAT, IF REMOVED IN THE FUTURE, THE ESSENTIAL FORM AND INTEGRITY OF THE HISTORIC PROPERTY AND ITS ENVIRONMENT WILL BE UNIMPAIRED. IT IS UNDERSTOOD THAT ALTERATIONS OF HISTORICALLY-LISTED BUILDINGS SHALL RETAINATLEAST 75%OF THE ORIGINAL BUILDING FRAMEWORK, ROOF AND EXTERIOR BEARING WALLS, AND CLADDING,INTOTAL , AN REUSE ORIGINAL MATERIALSAS FEASIBLE.PROPOSED ALTERATIONS OF GREATER THAN 25%OF THE ORIGINAL BUILDING FRAMEWORK, ROOF STRUCTURE, AND EXTERIOR WALLSWILL BE SUBJECT TO THE REVIEW PROCESS FOR DEMOLITIONS.PER THE HISTORIC PRESERVATION PROGRAM GUIDELINES. SECRETARY OF THE INTERIOR (SOI) STANDARDS GENERAL NOTES: SECRETARY OF THE INTERIOR (SOI) STANDARDS GENERAL NOTES: 1. ENSURE THE PORCH DECK DOES NOT EXTEND PAST THE HISTORIC ROOFLINE LIMIT. THE EAST AND SOUTH FACADES AND THEIR CHARACTER-DEFINING FEATURES MUST RETAIN THEIR ORIGINAL SCALE, PROPORTION, AND DESIGN CHARACTERISTICS. 2. MAINTAIN THE SIMPLE DESIGN OF THE PORCH. THE WOOD POSTS SHALL BE SIMPLE, UNEMBELLISHED 4 X 4 SQUARE POSTS WITH A SIMPLE SQUARE BASE. SOI STANDARDS -PORCH REHABILITATION: RECOMMENDATIONS TO GUIDE REMOVAL OF THE NON-SIGNIFICANT WOOD ADDITIONS ARE AS FOLLOWS: 1. EXTREME CARE SHOULD BE TAKEN DURING THE REMOVAL OF ANY WOOD ADDITIONS TO AVOID DAMAGING THE ORIGINALADOBE BUILDING WALLS. 2. ANY IRREPARABLE OR MISSING MATERIAL SHOULD BE CAREFULLY REPLACED TO MATCH IN KIND AND ALIGNMENT WITH THAT WHICH IS STILL PRESENT. SOI STANDARDS -REMOVAL OF WOOD ADDITIONS: SOI STANDARDS -WINDOW REPLACEMENT AND REPAIR: 1. REPLACEMENT DOORS SHOULD BE CONSTRUCTED OF WOOD, WITHOUT EMBELLISHMENT OR GLAZING, AND SIMPLE IN DESIGN. 2. MAIN ENTRY DOOR SHOULD REMAIN IN PLACE, CENTERED ON THE SOUTH FACADE. SOI STANDARDS -DOOR REPLACEMENT: THERE ARE NO PLANNED CHEMICAL OR PHYSICAL TREATMENTS. HOWEVER, SHOULD ANY CLEANING OR OTHER MATERIALS TREATMENT BE REQUIRED, THEY MUST BE UNDERTAKEN GENTLY AND USING CLEANING OR TREATMENT SOLVENTS, LIQUIDS, AND METHODS THAT WILL ENSURE THERE IS NO RESULTING DAMAGE TO HISTORIC MATERIALS. IF ANY CLEANING OR OTHER TREATMENTS BE PLANNED FOR THE ADOBE WALLS THEMSELVES, THAT WORK SHOULD BE GUIDED BY THE EXPERTISE OF A HISTORIC ADOBE EXPERT. SOI STANDARDS -CLEANING TREATMENTS: 1. ORIGINAL ROOF LINES OF ADOBE WILL BE MAINTAINED. 2. ROOF SHALL BE SEISMICALLY BRACED TO THE WALLS. REFER TO STRUCTURAL PLANS. 2. WOOD SHINGLES TO BE USED FOR THE ROOF SHEATHING ON THE MAIN ROOF OF THE BUILDING AS WELLAS THE FRONT PORCH ROOF. 3. SKYLIGHTS AND SOLATUBES SHALL BE FLUSH OR NEAR-FLUSH TO THE ROOF SURFACE, AND ARE NOT VISIBLE FROM DANA ST. 4. SOLAR PANELS SHALL BE PLACED IN A MANNER THAT ADDS MINIMIZED VISUAL PRESENCE TO THE MAIN FACADES. 4. DURING THE ROOF REFRAMING AND CONSTRUCTION, THE ADOBE SPECIALIST SHOULD BE CONSULTED TO ENSURE THE NEW WOOD FRAMING (ESPECIALLY AS IT ARTICULATES WITH THE ADOBE WALLS) IS DESIGNED AND CONSTRUCTED APPROPRIATELY TO PRESERVE AND MAINTAIN THE STABILITY AND INTEGRITY OF THE ADOBE WALLS. SOI STANDARDS -ROOF REPAIR: THE EXTERIOR SHALL BE PLASTERED AND PAINTED/TINED WHITE TO MATCH THE HISTORICAL CHARACTER OF THE BUILDING. TRIM AND WOOD DETAILS, INCLUDING WINDOW AND DOOR SURROUNDS, PORCH DECK, ROOF RAFTERS, AND POSTS SHALL BE STAINED A MEDIUM HUE OF NATURAL BROWN OR A MEDIUM-HUED PAINT. SOI STANDARDS -EXTERIOR PAINT: REMOVAL OF NON-HISTORIC COATINGS AND THE APPLICATION OF NEW COATINGS OR TREATMENTS SHALL BE DONE WITH GREAT CARE AS TO NOT DAMAGE ORIGINALADOBE WALLS AND SHALL MATCH HISTORIC APPEARANCE AND MATERIAL. ENSURE THE NEW COATING IS APPROPRIATE FOR PRESERVATION PURPOSES. A PROFESSIONALASSESSMENT OF THE ADOBE WALL CONDITION BY A HISTORIC ADOBE CONSERVATOR OR SPECIALIST WILL TAKE PLACE PRIOR TO ANY WORK TO THE BUILDING. THEY SHALLASSESS THE ADOBE WALLS’ CONDITION AND IDENTIFY ANY SPECIFIC REPAIR WORK NEEDED, THE APPROPRIATE TREATMENT, TYPES, AND APPLICATION METHODS FOR NEW PLASTER COATINGS. THE SPECIALIST SHOULD OVERSEE THAT WORK TO ENSURE IT IS PERFORMED APPROPRIATELY. SOI STANDARDS -REPAIR, RESTORATION, AND PL ASTERING OF ADOBE WALLS: DUE TO THE AGE AND THE CONDITION OF THE BUILDING THERE ISA POSSIBILITY OF SIGNIFICANT STRUCTURAL DAMAGE AND WET, DRY ROT DAMAGE TO THE EXTERIOR WOOD FEATURES OF THE STRUCTURE.ANY WOOD FEATURES THAT SHOW SIGNS OF DAMAGED SHALL BE REPLACED AND REPLICATED TO MATCH WITHASIMILAR NEW MATERIAL. STRUCTURAL WOODEN WALL MEMBERS WHICH ARE DETERIORATED NEED TO BE REPLACED REFER TO STRUCTURAL DRAWINGS. THE STRUCTURE'SCLADDING AND WOOD CONSTRUCTION SHALL REMAIN. CLADDING ISHORIZONTAL REDWOOD DROP SIDING, 9"WIDE.IT ISA"BOX"OR SINGLE-WALL WOOD CONSTRUCTION, WITH VERTICAL BOARDS INSIDE AND HORIZONTAL BOARDS SANDWICHED ON THE OUTSIDE;CUT SQUARE NAILS. REPAIRS SHALL BE MADE TO DETERIORATED SEGMENTS TO MATCH (E). REPAIRS SHALL BE MADE TO ENSURE THE BUILDING IS STRUCTURALLYAND SEISMICALLY SOUND.REFER TO STRUCTURAL PLANS. REFER TO CIVIL PLANS FOR EXCAVATION OF SOIL AND CONSTRUCTION OF A PERIMETER FOUNDATION. ANY DAMAGED OR REPLACED FEATURE TO BE VERIFIED, REPLACED AND DOCUMENTED INFIELD.ALL NEW FEATURES WILL MATCH THE OLD INDESIGN, COLOR, TEXTURE, AND WHERE POSSIBLE, MATERIALS.THE EXTENT OF NEW BUILDING MATERIAL BEING PROPOSED SHALL BE OF SIMILAR OR THE SAME MATERIAL THAT IT ISREPLACING. Page 62 of 91 033 A-10.0 PE R S P E C T IV E VI EW SM A R T S H A R E H O U S ING SO LUT ION S P. O . B O X 1 5 0 3 4 S L O , C A 9 3 4 0 6 (8 0 5 ) 2 1 5 - 5 4 7 4 WA T E R M A N VI L L AG E 46 6 D A N A S T R E E T SA N L U I S O B I S P O , C A 9 3 4 0 1 Th e s e d r a w i n g s a r e i n s t r u m e n t s of s e r v i c e a n d a r e t h e p r o p e r t y o f HU N T E R S M I T H AR C H I T E C T U R E . Al l d e s i g n s a n d o t h e r i n f o r m a t i o n on t h e d r a w i n g s a r e f o r u s e o n t h e sp e c i f i e d p r o j e c t a n d s h a l l n o t b e us e d o t h e r w i s e w i t h o u t t h e ex p r e s s e d w r i t t e n p e r m i s s i o n o f HU N T E R S M I T H AR C H I T E C T U R E 86 0W al n u t Str e e t • Sui t e B • San Lui s Obi s p o • CA 93 4 01 HUNTER SMITH & ASSOCIATES,INC. DBA HUNTER SMITH ARCHITECTURE ©2024 10-31-2025 C-38575 NOT F O R C O N S T R U C T ION Ap r 8 , 2 0 2 4 PLOT D A T E : ARC SUBMITTAL 20 JUN 2022 REV SUBMITTAL 01 AUG 2022 ARC RESUBMITTAL 10 JAN 2023 ARC RESUBMITTAL 2 09 APR 2024 PERSPECTIVE VIEW SCALE: NTS Page 63 of 91 033 A-10.1 DA N A S T R E E T FR O N T E LEVAT ION SM A R T S H A R E H O U S ING SO LUT ION S P. O . B O X 1 5 0 3 4 S L O , C A 9 3 4 0 6 (8 0 5 ) 2 1 5 - 5 4 7 4 WA T E R M A N VI L L AG E 46 6 D A N A S T R E E T SA N L U I S O B I S P O , C A 9 3 4 0 1 Th e s e d r a w i n g s a r e i n s t r u m e n t s of s e r v i c e a n d a r e t h e p r o p e r t y o f HU N T E R S M I T H AR C H I T E C T U R E . Al l d e s i g n s a n d o t h e r i n f o r m a t i o n on t h e d r a w i n g s a r e f o r u s e o n t h e sp e c i f i e d p r o j e c t a n d s h a l l n o t b e us e d o t h e r w i s e w i t h o u t t h e ex p r e s s e d w r i t t e n p e r m i s s i o n o f HU N T E R S M I T H AR C H I T E C T U R E 86 0W al n u t Str e e t • Sui t e B • San Lui s Obi s p o • CA 93 4 01 HUNTER SMITH & ASSOCIATES,INC. DBA HUNTER SMITH ARCHITECTURE ©2024 10-31-2025 C-38575 NOT F O R C O N S T R U C T ION Ap r 8 , 2 0 2 4 PLOT D A T E : ARC SUBMITTAL 20 JUN 2022 REV SUBMITTAL 01 AUG 2022 ARC RESUBMITTAL 10 JAN 2023 ARC RESUBMITTAL 2 09 APR 2024 FINISH GRADE OF ADOBE 181.83' ADA DUPLEX TINY HOME T.O.R. 197.1' ADOBE TOP OF ROOF 196.31' F.F.WALKWAY 184' STREET FAC ING TINY HOME T.O.R. 194.9' DUPL EX TINY HOME T.O.R. 199.7' DANA STREET FRONT EL EVAT ION SCALE: NTS Page 64 of 91 033 A-10.2 SIDE VI EW F R O M AD J A C E N T PR O P E R T Y SM A R T S H A R E H O U S ING SO LUT ION S P. O . B O X 1 5 0 3 4 S L O , C A 9 3 4 0 6 (8 0 5 ) 2 1 5 - 5 4 7 4 WA T E R M A N VI L L AG E 46 6 D A N A S T R E E T SA N L U I S O B I S P O , C A 9 3 4 0 1 Th e s e d r a w i n g s a r e i n s t r u m e n t s of s e r v i c e a n d a r e t h e p r o p e r t y o f HU N T E R S M I T H AR C H I T E C T U R E . Al l d e s i g n s a n d o t h e r i n f o r m a t i o n on t h e d r a w i n g s a r e f o r u s e o n t h e sp e c i f i e d p r o j e c t a n d s h a l l n o t b e us e d o t h e r w i s e w i t h o u t t h e ex p r e s s e d w r i t t e n p e r m i s s i o n o f HU N T E R S M I T H AR C H I T E C T U R E 86 0W al n u t Str e e t • Sui t e B • San Lui s Obi s p o • CA 93 4 01 HUNTER SMITH & ASSOCIATES,INC. DBA HUNTER SMITH ARCHITECTURE ©2024 10-31-2025 C-38575 NOT F O R C O N S T R U C T ION Ap r 8 , 2 0 2 4 PLOT D A T E : ARC SUBMITTAL 20 JUN 2022 REV SUBMITTAL 01 AUG 2022 ARC RESUBMITTAL 10 JAN 2023 ARC RESUBMITTAL 2 09 APR 2024 SIDE VIEW FROM ADJACENT PROPERTY SCALE: NTS Page 65 of 91 033 A-10.3 DA N A S T R E E T AP P R O A C H SM A R T S H A R E H O U S ING SO LUT ION S P. O . B O X 1 5 0 3 4 S L O , C A 9 3 4 0 6 (8 0 5 ) 2 1 5 - 5 4 7 4 WA T E R M A N VI L L AG E 46 6 D A N A S T R E E T SA N L U I S O B I S P O , C A 9 3 4 0 1 Th e s e d r a w i n g s a r e i n s t r u m e n t s of s e r v i c e a n d a r e t h e p r o p e r t y o f HU N T E R S M I T H AR C H I T E C T U R E . Al l d e s i g n s a n d o t h e r i n f o r m a t i o n on t h e d r a w i n g s a r e f o r u s e o n t h e sp e c i f i e d p r o j e c t a n d s h a l l n o t b e us e d o t h e r w i s e w i t h o u t t h e ex p r e s s e d w r i t t e n p e r m i s s i o n o f HU N T E R S M I T H AR C H I T E C T U R E 86 0W al n u t Str e e t • Sui t e B • San Lui s Obi s p o • CA 93 4 01 HUNTER SMITH & ASSOCIATES,INC. DBA HUNTER SMITH ARCHITECTURE ©2024 10-31-2025 C-38575 NOT F O R C O N S T R U C T ION Ap r 8 , 2 0 2 4 PLOT D A T E : ARC SUBMITTAL 20 JUN 2022 REV SUBMITTAL 01 AUG 2022 ARC RESUBMITTAL 10 JAN 2023 ARC RESUBMITTAL 2 09 APR 2024 L OOKING WEST FROM DANA ST. SCALE: NTS Page 66 of 91 1 MITIGATION MONITORING AND REPORTING PROGRAM Mitigation Measure Plan Requirements and Timing Verification and Monitoring Requirements Responsible Agency or Party Compliance Verification Initial Date Compliance Air Quality AQ-1. During all construction activities and use of diesel vehicles, the applicant shall implement the following idling control techniques: Idling Restrictions Near Sensitive Receptors for Both On- and Off-Road Equipment. a. Staging and queuing areas shall be located at the greatest distance feasible from sensitive receptor locations; b. Diesel idling shall not be permitted when equipment is not in use; c. Alternative-fueled equipment shall be used whenever possible; and d. Signs that specify the no idling requirements shall be posted and enforced at the construction site. California Diesel Idling Regulations. On-road diesel vehicles shall comply with Section 2485 of Title 13 of the California Code of Regulations. This regulation limits idling from diesel-fueled commercial motor vehicles with gross vehicular weight ratings of more than 10,000 pounds and licensed for operation on highways. It applies to California- and non- California-based vehicles. In general, the regulation specifies that drivers of said vehicles: a. Shall not idle the vehicle’s primary diesel engine when vehicle is not in use, except as noted in Subsection (d) of the regulation; and b. Shall not operate a diesel-fueled auxiliary power system to power a heater, an air conditioner, or any ancillary equipment on At the time of application for demolition, building, and construction plans, all measures shall be included on relevant plan sheets, to the satisfaction of the City. Signs shall be posted on the project site during all construction activities. The City shall verify all measures are shown on relevant site plan sheets at the time of submittal of applications for demolition, building, and construction permits. City of San Luis Obispo Page 67 of 91 466 Dana Street Waterman Village Mitigation Monitoring and Reporting Program 2 Mitigation Measure Plan Requirements and Timing Verification and Monitoring Requirements Responsible Agency or Party Compliance Verification Initial Date Compliance that vehicle during sleeping or resting in a sleeper berth for greater than 5 minutes at any location when within 100 feet of a restricted area, except as noted in Subsection (d) of the regulation. c. Signs must be posted in the designated queuing areas and job sites to remind drivers of the 5-minute idling limit. The specific requirements and exceptions in the regulation can be reviewed at the following website: https://ww2.arb.ca.gov/capp-resource- center/heavy-duty-diesel-vehicle-idling- information. AQ-2. During all construction and ground-disturbing activities, the applicant shall implement the following particulate matter control measures such that they do not exceed the Air Pollution Control District 20% opacity limit and minimize nuisance impacts. Each measure shall be detailed on the project grading and building plans: a. Reduce the amount of the disturbed area where possible; b. Use of water trucks or sprinkler systems in sufficient quantities to prevent airborne dust from leaving the site and from exceeding the San Luis Obispo County Air Pollution Control District limit of 20% opacity for greater than 3 minutes in any 60-minute period. Increased watering frequency would be required whenever wind speeds exceed 15 miles per hour. Reclaimed (non-potable) water shall be used whenever possible. When drought conditions exist and water use is a concern, the contractor or builder shall consider the use of a dust suppressant that is At the time of application for demolition, building, and construction plans, all measures shall be included on relevant plan sheets, to the satisfaction of the City. The City shall verify all measures are shown on relevant site plan sheets at the time of submittal of applications for demolition, building, and construction permits. City of San Luis Obispo Page 68 of 91 466 Dana Street Waterman Village Mitigation Monitoring and Reporting Program 3 Mitigation Measure Plan Requirements and Timing Verification and Monitoring Requirements Responsible Agency or Party Compliance Verification Initial Date Compliance effective for the specific site conditions to reduce the amount of water used for dust control. Please refer to the following link from the San Joaquin Valley Air District for a list of potential dust suppressants: https://ww2.valleyair.org/compliance/dust- control/reducing-dust-emissions/; c. All stockpiled dirt shall be sprayed daily and covered with tarps or other dust barriers, as needed; d. All roadways, driveways, sidewalks, etc. to be paved shall be completed as soon as possible, and building pads shall be laid as soon as possible after grading unless seeding, soil binders or other dust controls are used; e. All trucks hauling dirt, sand, soil, or other loose materials are to be covered or shall maintain at least 2 feet of freeboard (minimum vertical distance between top of load and top of trailer) or otherwise comply with California Vehicle Code Section 23114; f. “Track-Out” is defined as sand or soil that adheres to and/or agglomerates on the exterior surfaces of motor vehicles and/or equipment (including tires) that may then fall onto any highway or street as described in CVC Section 23113 and California Water Code 13304. To prevent track-out, designate access points and require all employees, subcontractors, and others to use them. Install and operate a “track-out prevention device” where vehicles enter and exit unpaved roads onto paved streets. The track- out prevention device can be any device or combination of devices that are effective at Page 69 of 91 466 Dana Street Waterman Village Mitigation Monitoring and Reporting Program 4 Mitigation Measure Plan Requirements and Timing Verification and Monitoring Requirements Responsible Agency or Party Compliance Verification Initial Date Compliance preventing track-out, located at the point of intersection of an unpaved area and a paved road. Rumble strips or steel plate devices need periodic cleaning to be effective. If paved roadways accumulate tracked out soils, the track-out prevention device may need to be modified; g. All fugitive dust mitigation measures shall be shown on grading and building plans; h. The contractor or builder shall designate a person or persons whose responsibility is to ensure any fugitive dust emissions do not result in a nuisance and to enhance the implementation of the mitigation measures as necessary to minimize dust complaints and reduce visible emissions below the San Luis Obispo County Air Pollution Control District’s limit of 20% opacity for greater than 3 minutes in any 60-minute period. Their duties shall include holidays and weekend periods when work may not be in progress (for example, wind-blown dust could be generated on an open dirt lot). The name and telephone number of such persons shall be provided to the San Luis Obispo County Air Pollution Control District Compliance Division prior to the start of any grading, earthwork, or demolition (Contact the Compliance Division at 805-781-5912). i. Permanent dust control measures identified in the approved project revegetation and landscape plans shall be implemented as soon as possible, following completion of any soil-disturbing activities; Page 70 of 91 466 Dana Street Waterman Village Mitigation Monitoring and Reporting Program 5 Mitigation Measure Plan Requirements and Timing Verification and Monitoring Requirements Responsible Agency or Party Compliance Verification Initial Date Compliance j. Exposed ground areas that are planned to be reworked at dates greater than one month after initial grading shall be sown with a fast- germinating, non-invasive grass seed and watered until vegetation is established; k. All disturbed soil areas not subject to revegetation shall be stabilized using approved chemical soil binders, jute netting, or other methods approved in advance by the San Luis Obispo County Air Pollution Control District; l. Vehicle speed for all construction vehicles shall not exceed 15 miles per hour on any unpaved surface at the construction site; m. Sweep streets at the end of each day if visible soil material is carried onto adjacent paved roads. Water sweepers shall be used with reclaimed water where feasible. Roads shall be pre-wetted prior to sweeping when feasible; and n. Take additional measures as needed to ensure dust from the project site is not impacting areas outside the project boundary. AQ-3. Prior to initiation of demolition/construction activities, the applicant shall retain a registered geologist to conduct a geologic evaluation of the property, including sampling and testing for naturally occurring asbestos in full compliance with California Air Resources Board Air Toxics Control Measure for Construction, Grading, Quarrying, and Surface Mining Operations (17 California Code of Regulations Section 93105) and San Luis Obispo County Air Pollution Control District requirements. This geologic evaluation shall be submitted to the City of San Luis Obispo Community Development At the time of application for demolition, building, or construction permits, whichever occurs first, the applicant shall submit the completed geologic evaluation to the City. If the geologic evaluation determines that the project would The City shall verify receipt of the geologic evaluation at the time of applicant application for demolition, building, or construction permits, whichever occurs first. City of San Luis Obispo Page 71 of 91 466 Dana Street Waterman Village Mitigation Monitoring and Reporting Program 6 Mitigation Measure Plan Requirements and Timing Verification and Monitoring Requirements Responsible Agency or Party Compliance Verification Initial Date Compliance Department upon completion. If the geologic evaluation determines that the project would not have the potential to disturb naturally occurring asbestos, the applicant must file an Asbestos Air Toxics Control Measure exemption request with the San Luis Obispo County Air Pollution Control District. not have the potential to disturb naturally occurring asbestos the applicant shall file an Asbestos Air Toxics Control Measure exemption request with the SLOAPCD. Prior to issuance of demolition, building, or construction permits, the applicant shall submit SLOAPCD’s concurrence with the exception request and any associated subsequent SLOAPCD requirements, if applicable. AQ-4. If naturally occurring asbestos is determined to be present on-site, proposed earthwork and construction activities shall be conducted in full compliance with the various regulatory jurisdictions regarding naturally occurring asbestos, including the California Air Resources Board Air Toxics Control Measure for Construction, Grading, Quarrying, and Surface Mining Operations (17 California Code of Regulations Section 93105) and requirements stipulated in the National Emission Standards for Hazardous Air Pollutants (40 Code of Federal Regulations Part 61, Subpart M - National Emission Standard for Asbestos). These requirements include, but are not limited to, the following: a. Written notification, within at least 10 business days of activities commencing, to If applicable, at the time of application for demolition, building, or construction permits, whichever occurs first, the applicant shall submit an asbestos survey and include all naturally occurring asbestos removal, handling, and disposal procedures on relevant plan sheets to the satisfaction of the City. Within at least 10 days of project activities The City shall verify receipt of the asbestos survey and verify all measures are shown on relevant site plan sheets at the time of submittal of applications for demolition, building, and construction permits, if applicable. City of San Luis Obispo, Project Applicant Page 72 of 91 466 Dana Street Waterman Village Mitigation Monitoring and Reporting Program 7 Mitigation Measure Plan Requirements and Timing Verification and Monitoring Requirements Responsible Agency or Party Compliance Verification Initial Date Compliance the San Luis Obispo County Air Pollution Control District; b. Preparation of an asbestos survey conducted by a Certified Asbestos Consultant; and c. Implementation of applicable removal and disposal protocol and requirements for identified naturally occurring asbestos. commencing, the applicant shall provide written notification to the SLOAPCD. AQ-5. Regulated asbestos-containing material could be encountered during the proposed demolition activities and rehabilitation of the Rosa Butrón Adobe. At the time of application for demolition permits, the project developer shall demonstrate compliance with the National Emission Standards for Hazardous Air Pollutants (40 Code of Federal Regulations Part 61, Subpart M - National Emission Standard for Asbestos) regarding the proper handling, abatement, and disposal of regulated asbestos- containing material. National Emission Standards for Hazardous Air Pollutants requirements for regulated structures include, but are not limited to: a. Hire a Certified Asbestos Consultant to conduct an asbestos survey report. b. Prepare a written work plan addressing asbestos handling procedures in order to prevent visible emissions. c. Submit the asbestos survey report and work plan to the City at the time of application for demolition and building permits. d. Submit a notification form, survey, and work plan to the San Luis Obispo County Air Pollution Control District, at least 10 business days prior to demolition, regardless of regulated asbestos-containing material. At the time of application for demolition permits, the applicant shall submit a completed asbestos survey report and work plan to the City and include all asbestos containing material removal, handling, and disposal procedures on relevant plan sheets to the satisfaction of the City, if applicable. At least 10 days prior to demolition activities, the applicant shall submit a notification form, survey report, and work plan to the SLOAPCD, if applicable. The City shall verify receipt of the asbestos survey and work plan and verify all measures are shown on relevant site plan sheets at the time of submittal of applications for demolition, building, and construction permits, if applicable. City of San Luis Obispo, Project Applicant Page 73 of 91 466 Dana Street Waterman Village Mitigation Monitoring and Reporting Program 8 Mitigation Measure Plan Requirements and Timing Verification and Monitoring Requirements Responsible Agency or Party Compliance Verification Initial Date Compliance Go to https://www.slocleanair.org/rules- regulations/asbestos.php for more information. AQ-6. If during the demolition or rehabilitation of existing structures paint is separated from the construction materials (e.g., chemically or physically), the paint waste will be evaluated independently from the building material by a qualified hazardous materials inspector to determine its proper management. All hazardous materials shall be handled and disposed of in accordance with federal, state, and local regulations. According to the California Department of Toxic Substances Control, if the paint is not removed from the building material during demolition (and is not chipping or peeling), the material can be disposed of as construction debris (a non-hazardous waste). The landfill operator will be contacted prior to disposal of building material debris to determine any specific requirements the landfill may have regarding the disposal of lead-based paint materials. The disposal of demolition debris shall comply with any such requirements. The project applicant shall document proof that paint waste has been evaluated by a qualified hazardous waste materials inspector and handled according to their recommendation to the City Community Development Department. During project demolition or rehabilitation activities, the applicant shall submit evidence that separated paint waste has been evaluated by a qualified hazardous waste materials inspector and handled according to their recommendation, if applicable. The City shall verify receipt of evidence that separated paint waste was evaluated by a qualified hazardous waste materials inspector and handled according to their recommendation, if applicable. City of San Luis Obispo, Project Applicant Biological Resources BIO-1. The developer shall retain a qualified biologist to conduct roosting bat surveys prior to proposed demolition/rehabilitation activities. Pre-disturbance surveys for bats shall include one daytime survey and one dusk survey no more than 14 days prior to the start of construction to determine if bats are roosting in the abandoned structure or in any of the trees on the No more than 14 days prior to commencement of demolition or construction activities, the applicant shall submit the survey report to the City. If The City shall verify receipt of the survey plan and review and approve the exclusion plan, if applicable. City of San Luis Obispo Page 74 of 91 466 Dana Street Waterman Village Mitigation Monitoring and Reporting Program 9 Mitigation Measure Plan Requirements and Timing Verification and Monitoring Requirements Responsible Agency or Party Compliance Verification Initial Date Compliance property. If bats are found to be roosting on the project site, a bat exclusion plan shall be developed by the qualified biologist to ensure impacts to bats are avoided and submitted to the City for review and approval. applicable, the applicant shall submit the exclusion plan to the City prior to commencement of demolition and construction activities. BIO-2. If construction activities involving ground disturbance or vegetation removal are proposed at any point during the typical nesting bird season (February 1–September 15), a nesting bird survey shall be conducted by a qualified biologist no more than 10 days prior to the start of ground disturbance to determine presence/absence of nesting birds. Surveys shall cover all areas potentially affected by the project via direct impacts (e.g., nest destruction) or indirect impacts (e.g., noise, vibration, odors, movement of workers or equipment, etc.). If nesting activity is detected, the following measures shall be implemented: a. Buffer Establishment. If an active bird nest is observed during preconstruction surveys or during construction, the qualified biologist shall determine an appropriate no- disturbance setback based on existing conditions and bird behavior. These buffers shall remain in place until the breeding season has ended or until a qualified biologist has determined that the birds have fledged and are no longer reliant on the nest or parental care for survival. b. Variance of Buffer Distances. Variance from the no-disturbance buffers described above may be allowable when there is a compelling biological or ecological reason to do so, such No more than 10 days prior to the start of ground disturbance, the applicant shall submit the survey report and active nest letter report to the City, if applicable. During project construction activities, the applicant shall submit all monitoring reports to the City, if applicable. The City shall verify receipt of the survey report, active nest letter report, and monitoring reports, if applicable. City of San Luis Obispo Page 75 of 91 466 Dana Street Waterman Village Mitigation Monitoring and Reporting Program 10 Mitigation Measure Plan Requirements and Timing Verification and Monitoring Requirements Responsible Agency or Party Compliance Verification Initial Date Compliance as when the construction area would be concealed from a nest site by topography. Any variance from the no-disturbance buffers shall be advised and supported by a qualified biologist. The California Department of Fish and Wildlife may be contacted for technical assistance if recommended by the qualified biologist. c. Nesting Monitoring. If nest buffers are reduced, the biologist shall monitor any construction activities within the pre- determined setback distance. If nesting birds show any signs of disturbance, including changes in behavior, significantly reducing frequency of nests visits, or refusal to visit the nest, the biologist will stop work and increase the nest buffer. If appropriate on a case-by-case basis, as determined by the qualified biologist, nest monitoring may be reduced to weekly spot-check monitoring, at a minimum, if the biologist determines that the nesting birds have shown no signs of disturbance from construction activities and a continuation of the same types of construction activities are unlikely to disturb the nesting birds. All monitoring reports shall be submitted to the City. d. Nest Removal. Nests, eggs, or young of birds covered by the Migratory Bird Treaty Act and California Fish and Game Code shall not be moved or disturbed until a qualified biologist has determined that the nest has become inactive or young have fledged and become independent of the nest. e. Reporting. A qualified biologist shall document all active nests and submit a letter Page 76 of 91 466 Dana Street Waterman Village Mitigation Monitoring and Reporting Program 11 Mitigation Measure Plan Requirements and Timing Verification and Monitoring Requirements Responsible Agency or Party Compliance Verification Initial Date Compliance report to the City of San Luis Obispo documenting project compliance with the Migratory Bird Treaty Act, California Fish and Game Code, and applicable project mitigation measures. BIO-3. Water Pollution Control Plan. At the time of application for demolition, grading, or building permits, whichever occurs first, the project applicant shall prepare and submit a Water Pollution Control Plan (WPCP) to be reviewed and approved by the City. The WPCP shall include, but not be limited to, the following erosion and sedimentation control methods and shall be implemented during the construction phases of the project: a. If possible, the potential for erosion and sedimentation shall be minimized by scheduling construction activities during the dry season (June 15–October 31). b. Sediment and erosion control measures shall be developed by a qualified engineer to protect water quality and comply with appropriate local and state regulations. Measures may include the use of silt fence, straw wattles, erosion control blankets, straw bales, sandbags, fiber rolls, and other appropriate techniques employed to protect the drainage feature on and farther downstream of the property. All areas with soil disturbance shall have appropriate erosion controls and other stormwater protection best management practices installed to prevent erosion potential. All sediment and erosion control measures shall be installed per the engineer’s requirements. At the time of application for demolition, building, or construction plans, whichever occurs first, the applicant shall submit the Water Pollution Control Plan for City review and approval and all measures shall be included on relevant plan sheets, to the satisfaction of the City. The City shall review and approve the WPCP and verify all measures are shown on relevant site plan sheets. City of San Luis Obispo Page 77 of 91 466 Dana Street Waterman Village Mitigation Monitoring and Reporting Program 12 Mitigation Measure Plan Requirements and Timing Verification and Monitoring Requirements Responsible Agency or Party Compliance Verification Initial Date Compliance c. Spill kits shall be maintained on the project site and a Spill Response Plan shall be in place. d. Equipment shall be refueled in designated areas with appropriate spill containment. Equipment storage shall use drip pans or ground covers as appropriate to ensure leaks are contained. All equipment and vehicles shall be checked and maintained on a daily basis to ensure proper operation and to avoid potential leaks or spills. e. Concrete washout shall be conducted in specified areas and with appropriate containment measures to ensure washout does not leave the site and enter the City of San Luis Obispo’s storm drain system. Washing of equipment, tools, etc., shall occur in specified locations where the tainted water will not affect the drainage or City of San Luis Obispo’s storm drain system. f. The use of chemicals, fuels, lubricants, or biocides shall be in compliance with all federal, state, and local regulations. All uses of such compounds shall observe label and other restrictions mandated by the U.S. Environmental Protection Agency, California Department of Food and Agriculture, and other federal and state legislation. g. All project-related spills of hazardous materials within or adjacent to the project site should be cleaned up immediately. Cultural Resources CR-1. Alternative Building Materials. At the time of application for building permits, building plans for At the time of application for building The City shall verify all relevant plan sheets City of San Luis Obispo Page 78 of 91 466 Dana Street Waterman Village Mitigation Monitoring and Reporting Program 13 Mitigation Measure Plan Requirements and Timing Verification and Monitoring Requirements Responsible Agency or Party Compliance Verification Initial Date Compliance the residential units shall be reviewed to verify use of alternate window materials (i.e., other than vinyl) such as wood or another synthetic material with colors and finishes that better reflect the character of the adobe and nearby historical resources. permits, the applicant shall identify updated window materials consistent with this measure on all relevant plan sheets, to the satisfaction of the City. have been updated to identify alternative window materials consistent with this measure. CR-2. Rehabilitation Plan Implementation. At the time of application for demolition and construction permits for alterations to the Rosa Butrón Adobe, plans shall include all proposed treatments detailed in the approved Rehabilitation Plan shown on relevant demolition and/or building permit sheets as callouts and notes to guide the rehabilitation process and be reviewed and approved by a qualified consultant for consistency with the approved Rehabilitation Plan and SOI Standards. Final construction plans shall be reviewed and approved by the Community Development Director. The qualified consultant shall include either a historic architect that meets the SOI Qualifications in historic architecture and has demonstrable experience with the rehabilitation of historic adobe buildings, or an SOI Qualified architectural historian and a materials conservation specialist with expertise in the preservation and rehabilitation of adobe buildings. The selected consultant shall be available to assist the design and construction team throughout the execution of the project to ensure that treatment approaches compliant with the SOI Standards for Rehabilitation are being implemented. The final construction plans shall include: • Assessment of the building that focuses on the existing conditions of specific architectural systems (i.e. windows, doors, At the time of application for demolition and construction permits for alterations to the Rosa Butrón Adobe, the applicant shall include all proposed treatments detailed in the approved Rehabilitation Plan shown on relevant demolition and/or building plan sheets as callouts and notes to the satisfaction of City. The City shall verify all proposed treatments detailed in the approved Rehabilitation Plan are shown on relevant demolition and building plan sheets. The implementation requirements shall be administered by the appropriate City planning staff responsible for the administration of the Historic Preservation Program to the satisfaction of the Community Development Director and will be required prior to the issuance of any building or demolition permits. City of San Luis Obispo Page 79 of 91 466 Dana Street Waterman Village Mitigation Monitoring and Reporting Program 14 Mitigation Measure Plan Requirements and Timing Verification and Monitoring Requirements Responsible Agency or Party Compliance Verification Initial Date Compliance roof) and materials (i.e. adobe and wood siding). A condition assessment of the building’s structural systems and inclusion of mechanical and electrical systems shall also be included. • Preparation of detailed Standards compliant treatment recommendations related to the existing character-defining features of the Rosa Butrón Adobe and their preservation. In addition to the Standards, treatment recommendations should also take into consideration other appropriate guidelines and guidance documents, including publications by the National Park Service’ Technical Preservation Services. • Description of recommendations related to the new construction at the Rosa Butrón Adobe. This should address fundamental issues including, but not limited to: a. The appearance of the new rear elevation, including the forms, fenestration patterns, materials, and finishes; b. How the new rear elevation will be integrated into the historic fabric of the side elevations, as well as the architectural and structural systems of the building, in a way that complies with the Standards; and c. Recommendations related to landscape and site improvements around the Rosa Butrón Adobe, such as drainage, to continue preserving the building in its rehabilitated configuration. Page 80 of 91 466 Dana Street Waterman Village Mitigation Monitoring and Reporting Program 15 Mitigation Measure Plan Requirements and Timing Verification and Monitoring Requirements Responsible Agency or Party Compliance Verification Initial Date Compliance • Treatment recommendations for the continued short- and long-term maintenance of the Rosa Butrón Adobe. The above implementation requirements shall be incorporated into construction plan submittals and shall be administered by the appropriate City Planning staff responsible for the administration of the Historic Preservation Program to the satisfaction of the Community Development Director and will be required prior to the issuance of any building or demolition permits. CR-3. Preconstruction Historic Resources Training. Prior to issuance of demolition and construction permits, whichever occurs first, all construction staff shall attend a preconstruction training session that outlines relevant information related to the treatment of historic resources. This training may be held by City staff affiliated with the City’s Historic Preservation Program, along with relevant consultants, including SOI-Qualified architectural historians, and/or contractors/craftsman with expertise related to the rehabilitation and preservation of adobe buildings. The training shall cover key concepts related to historic preservation practices and the City’s Historic Preservation Program, sensitive scope items related to the demolition and rehabilitation of the building’s historic core, and general site protocols and procedures during construction activities that are intended to protect and preserve the Rosa Butrón Adobe. Prior to issuance of demolition, building, and construction permits, the applicant shall submit a copy of the preconstruction historic resources training materials and names of trainers and attendees to the City. The City shall review the submitted training materials and trainers’ qualifications to ensure compliance with this measure. City of San Luis Obispo CR-4. Construction Protection Protocols. At the time of application for demolition and construction permits, whichever occurs first, construction plans shall include protection protocols that will protect the At the time of application for demolition, building, or construction permits, The City shall review submitted project plans and verify all protection measures City of San Luis Obispo Page 81 of 91 466 Dana Street Waterman Village Mitigation Monitoring and Reporting Program 16 Mitigation Measure Plan Requirements and Timing Verification and Monitoring Requirements Responsible Agency or Party Compliance Verification Initial Date Compliance Rosa Butrón Adobe during construction activities. These measures shall address issues related to the stabilization of any deteriorated materials at the historic buildings as identified in the Rehabilitation Plan, identification of appropriate construction equipment to be used on and in proximity to the historic adobe, and on-site security measures specific to preserving the adobe from vandalism or other human-related damage. Protocols shall also identify emergency procedures in the event of inadvertent damage during construction, or damage sustained in the event of a natural disaster. Final construction plans shall be subject to the review and approval of the Community Development Director. whichever occurs first, the applicant shall identify all protection measures on relevant plan sheets to the satisfaction of the City. have been identified on relevant plan sheets. CR-5. Selection of Contractors with Rehabilitation Experience. Prior to issuance of demolition and construction permits, whichever occurs first, the City shall review and approve the applicant-chosen contractor team for the relevant demolition, rehabilitation, and construction phases of the project that has demonstrated experience with preserving and rehabilitating historic resources. Special consideration shall be given to bid teams that have staff or subcontractors with experience in the treatment of adobe buildings. Prior to issuance of demolition, building, or construction permits, the applicant shall submit the selected contractor team credentials to the City. The City shall review the selected contractor’s credentials and verify they meet the intent of this measure. City of San Luis Obispo CR-6. At the time of building and/or grading permit application submittal, the project applicant shall retain a City of San Luis Obispo-qualified archaeologist to develop an Archaeological Monitoring Plan for the project. The plan shall include, but not be limited to: a. List of personnel involved in the monitoring activities b. Description of how the monitoring shall occur; At the time of application for grading demolition, or building permits, whichever occurs first, the applicant shall submit an Archaeological Monitoring Plan to be reviewed and approved The City shall review and approve the Archaeological Monitoring Plan prior to issuance of grading, demolition, or building permits. City of San Luis Obispo Page 82 of 91 466 Dana Street Waterman Village Mitigation Monitoring and Reporting Program 17 Mitigation Measure Plan Requirements and Timing Verification and Monitoring Requirements Responsible Agency or Party Compliance Verification Initial Date Compliance c. Description of frequency of monitoring (e.g., full time, part time, spot checking); d. Description of what resources are expected to be encountered; e. Description of circumstances that would result in the halting of work at the project site; f. Description of procedures for halting work on the project site and notification procedures; g. Description of monitoring reporting procedures; h. Specific, detailed protocols for what to do in the event of the discovery of human remains; and i. Thresholds for reducing and/or discontinuing monitoring in the event resources are not present and/or the potential to encounter resources is negligible. The Archaeological Monitoring Plan shall be reviewed and approved by City staff prior to the issuance of project building and/or grading permits. by the City prior to permit issuance. CR-7. If cultural resources are encountered during subsurface earthwork activities, all ground-disturbing activities within a 25-foot radius of the find shall cease and the City shall be notified immediately. Work shall not continue until a City of San Luis Obispo-qualified archaeologist assesses the find and determines the need for further study. If the find includes Native American-affiliated materials, a local Native American tribal representative will be contacted to work in conjunction with the City of San Luis Obispo-approved archaeologist to determine the need for further study. A standard inadvertent At the time of application for demolition, building, or construction permits, whichever occurs first, the applicant shall identify halt work measures on relevant plan sheets to the satisfaction of the City. During project subsurface earthwork The City shall verify halt work measures have been identified on relevant plan sheets. The City shall notify a local Native American tribal representative, if applicable. The City shall review and approve the resource evaluation City of San Luis Obispo, Project Applicant Page 83 of 91 466 Dana Street Waterman Village Mitigation Monitoring and Reporting Program 18 Mitigation Measure Plan Requirements and Timing Verification and Monitoring Requirements Responsible Agency or Party Compliance Verification Initial Date Compliance discovery clause shall be included in every grading and construction contract to inform contractors of this requirement. Any previously unidentified resources found during construction shall be recorded on appropriate California Department of Parks and Recreation forms and evaluated for significance in terms of the California Environmental Quality Act criteria by a qualified archaeologist. If the resource is determined significant under the California Environmental Quality Act, the qualified archaeologist shall prepare and implement a research design and archaeological data recovery plan, in conjunction with locally affiliated Native American representative(s) as necessary, that will capture those categories of data for which the site is significant. The archaeologist shall also perform appropriate technical analysis, prepare a comprehensive report, and file it with the Central Coast Information Center, located at the University of California, Santa Barbara, and provide for the permanent curation of the recovered materials. activities, the applicant shall notify the City if cultural resources are encountered. The applicant shall record any previously unidentified resources found during construction on appropriate California Department of Parks and Recreation forms and evaluate them for significance in terms of the California Environmental Quality Act, if applicable. If the resource is determined significant under the California Environmental Quality Act, the applicant shall prepare and implement a research design and archaeological data recovery plan. and research design and archaeological data recovery plan, if applicable. CR-8. In the event that human remains are exposed during earth-disturbing activities associated with the project, an immediate halt work order shall be issued, and the City of San Luis Obispo Community Development Director and locally affiliated Native American representative(s) (as necessary) shall be notified. California Health and Safety Code Section 7050.5 requires that no further disturbance of the site or any nearby area reasonably suspected to overlie At the time of application for demolition, building, or construction permits, whichever occurs first, the applicant shall identify halt work measures on relevant plan sheets to the The City shall verify halt work measures have been identified on relevant plan sheets. The City shall notify a local Native American tribal representative City of San Luis Obispo, Project Applicant Page 84 of 91 466 Dana Street Waterman Village Mitigation Monitoring and Reporting Program 19 Mitigation Measure Plan Requirements and Timing Verification and Monitoring Requirements Responsible Agency or Party Compliance Verification Initial Date Compliance adjacent human remains shall occur until the County Coroner has made the necessary findings as to origin and disposition pursuant to California Public Resources Code Section 5097.98. If the remains are determined to be of Native American descent, the coroner shall notify the Native American Heritage Commission within 24 hours. These requirements shall be printed on all building and grading plans. satisfaction of the City. During earth-disturbing activities associated with the project, the applicant shall notify the City if human remains are exposed. If the remains are determined to be of Native American descent, the coroner shall notify the Native American Heritage Commission within 24 hours. and the County Coroner, if applicable. Noise N-1. For the entire duration of the construction phase of the project, the following noise reduction measures shall be adhered to: a. Stationary construction equipment that generates noise that exceeds 60 A weighted decibels at the project boundaries shall be shielded with the most modern noise control devices (i.e., mufflers, lagging, and/or motor enclosures). b. Impact tools (e.g., jackhammers, pavement breakers, rock drills, etc.) used for project construction shall be hydraulically or electrically powered wherever possible to avoid noise associated with compressed air exhaust from pneumatically powered tools. c. Where use of pneumatic tools is unavoidable, an exhaust muffler on the compressed air exhaust shall be used. At the time of application for demolition, building, or construction permits, whichever occurs first, the applicant shall identify noise reduction measures on relevant plan sheets to the satisfaction of the City. The City shall verify noise reduction measures have been identified on relevant plan sheets. City of San Luis Obispo Page 85 of 91 466 Dana Street Waterman Village Mitigation Monitoring and Reporting Program 20 Mitigation Measure Plan Requirements and Timing Verification and Monitoring Requirements Responsible Agency or Party Compliance Verification Initial Date Compliance d. All construction equipment shall have the manufacturers’ recommended noise abatement methods installed, such as mufflers, engine enclosures, and engine vibration insulators, intact and operational. e. All construction equipment shall undergo inspection at periodic intervals to ensure proper maintenance and presence of noise control devices (e.g., mufflers, shrouding, etc.). N-2. Construction plans shall note construction hours, truck routes, and all construction noise reduction measures and shall be reviewed and approved by the City of San Luis Obispo Community Development Department prior to issuance of grading/building permits. The City of San Luis Obispo shall provide and post signs stating these restrictions at construction entry sites prior to commencement of construction and shall maintain these signs throughout the construction phase of the project. All construction workers shall be briefed at a preconstruction meeting on construction hour limitations and how, why, and where noise reduction measures are to be implemented. At the time of application for demolition, building, or construction permits, whichever occurs first, the applicant shall identify construction hours, truck routes, and noise reduction measures on relevant plan sheets to the satisfaction of the City. The City shall verify construction hours, truck routes, and noise reduction measures have been identified on relevant plan sheets. City of San Luis Obispo N-3. For all construction activity at the project site, additional noise attenuation techniques shall be employed as needed to ensure that noise levels are maintained within levels allowed by the City of San Luis Obispo Municipal Code, Title 9, Chapter 9.12 (Noise Control). Such techniques shall include, but are not limited to, the following: a. Sound blankets shall be used on noise- generating equipment; At the time of application for demolition, building, or construction permits, whichever occurs first, the applicant shall identify noise reduction measures, as applicable, on relevant plan sheets The City shall verify noise reduction measures have been identified on relevant plan sheets. City of San Luis Obispo Page 86 of 91 466 Dana Street Waterman Village Mitigation Monitoring and Reporting Program 21 Mitigation Measure Plan Requirements and Timing Verification and Monitoring Requirements Responsible Agency or Party Compliance Verification Initial Date Compliance b. Stationary construction equipment that generates noise levels above 65 A weighted decibels at the project boundaries shall be shielded with a barrier that meets a sound transmission class (a rating of how well noise barriers attenuate sound) of 25; c. All diesel equipment shall be operated with closed engine doors and shall be equipped with factory-recommended mufflers; d. The movement of construction-related vehicles, except for passenger vehicles, along roadways adjacent to sensitive receptors shall be limited to the hours between 7:00 a.m. and 7:00 p.m., Monday through Saturday. No movement of heavy equipment shall occur on Sundays or official holidays (e.g., Thanksgiving, Labor Day); and e. Temporary sound barriers shall be constructed between construction sites and affected uses. to the satisfaction of the City. N-4. The project contractor shall notify residents and business operators at properties within 300 feet of the project of proposed construction timelines and noise compliant procedures to minimize potential annoyance related to construction noise. Signs shall be in place prior to and throughout grading and construction activities informing the public that noise- related complaints shall be directed to the construction manager prior to the City of San Luis Obispo Community Development Department. Prior to commencement of project demolition and construction activities, the applicant shall send notices to surrounding residents and business operators and provide a copy of the notice to the City with a list of addresses the notice was sent to. The City shall verify receipt of the notice and list of recipients. Project Applicant, City of San Luis Obispo Page 87 of 91 466 Dana Street Waterman Village Mitigation Monitoring and Reporting Program 22 The applicant understands that any changes made to the project description subsequent to this environmental determination must be reviewed by the City and may require a new environmental determination for the project. By signing this agreement, the applica nt agrees to implement the above mitigation measures. Signature of Applicant Name (Print) Date Page 88 of 91 CULTURAL HERITAGE COMMITTEE AGENDA REPORT SUBJECT: 2025-2027 Cultural Heritage Committee Goal Setting and the Financial Plan/Budget Process. FROM/BY: Brian Leveille, Principal Planner Phone Number: 805-781-7166 Email: bleveille@slocity.org 1.0 RECOMMENDATION Review the 2023-2025 Cultural Heritage Committee goals, take public testimony, and identify Committee goals and work program items for the 2025-2027 Financial Plan. 2.0 BACKGROUND Every two years the City adopts a budget and financial plan. To prepare for the budget process, all City departments and advisory bodies are asked to identify their goals and major work programs for the next two years. The City Council then uses this information, along with public comment and other input to set community priorities and allocate resources to accomplish the most important City goals. Advisory body members are involved in the goal setting process to provide important input as representatives of the community, with special expertise and experience working locally within their specific area of representation. Below are some key points to consider as the City embarks on the goal-setting process: 1. The Council is seeking advisory body input focused on the purview of the advisory body but is also interested in input on other issues important to the community. 2. Advisory body input is highly valued by the Council and the staff. 3. Goals can include completing projects from a previous work program. 4. Identifying priorities implies recommending fewer rather than more goals to the Council. The CHC should recommend only those activities that can reasonably be accomplished in the two-year budget period and can reasonably be accomplished with limited resources. 2.1 Objective This is a public process, and citizens are encouraged to contribute. Tonight’s meeting will result in two items: 1) a list of CHC goals and implementation programs; and 2) a letter from the CHC Chair to the City Council outlining recommended goals and programs, and if necessary, requesting resources for specific activities (staff will prepare the letter for the Chair’s signature). Meeting Date: October 28, 2024 Item Number: 5a Page 89 of 91 Cultural Heritage Committee: 2025-2027 Financial Plan Goal Setting Page 2 2.2 Previous Recommended Goals: 2023-2025 Provided below are the goals the CHC recommended during the 2023-2025 budget cycle: 1. Historic Inventory & Historic Preservation Ordinance Update – Allocate funds and resources for a comprehensive update of the City’s inventory of historic resources and associated updates to the Historic Preservation Ordinance as recommended by the consultant led preliminary phase assessment and recommendations completed by historic consultant Page and Turnbull. 2. City Owned Adobes – Support efforts to improve the structural condition, historic integrity, and appropriate cultural interpretation of the four City -owned adobes in light of the City’s Diversity, Equity and Inclusion goals. In particular, support efforts to stabilize, restore, and rehabilitate the La Loma Adobe. 3. Public Information: Provide information to increase awareness and support of the Historic Preservation Program and Historic Resources Inventory update project including opportunities for participation; and, pursue opportunities for appropriate cultural interpretation of historic resources with a focus on including City goals to advance Diversity, Equity, and inclusion. Current Major City goal strategic tasks MCG-Economic Resiliency, Cultural Vitality & Fiscal Sustainability (ER, CV & FS) The current financial plan has already allocated funds for FY 23 -24 and FY 24-25 towards the completion CHC recommended goals 1 & 2. A total of $250,000 has been allocated to initiate both phases of the City’s effort to update the Historic Resources Inventory (HRI). Phase 1, currently underway, consists of updating the City’s Historic Preservation Ordinance and Historic Context Statement, thereby setting the framework for the upcoming survey efforts and review of the current HRI list. $100,000 has also been allocated towards the first phase of efforts to rehabilitate and restore the grounds of the La Loma Adobe as part of an MOU with the Friends of La Loma Adobe. 3.0 DISCUSSION Future Recommended Goals: 2025-2027 As the City begins the 2025-2027 financial planning and budget cycle, the CHC has the opportunity to review their current goals, update them as necessary, and identify any new goals, programs and/or project. Goal Setting Process At the meeting, staff will provide a brief presentation introducing the budget process, advisory body role, and status of previous recommended goals. Staff, advisory bodies, and Council members are now preparing for the next Financial Plan cycle: 202 5-2027. During past goal-setting sessions, the CHC has generally followed the steps outlined below. Page 90 of 91 Cultural Heritage Committee: 2025-2027 Financial Plan Goal Setting Page 3 1. Review and understand the goal-setting and Financial Plan/Budget process. 2. Evaluate previous goals and work programs. Determine which goals and programs were accomplished and can be deleted or ones that no longer reflect the aims of the CHC. 3. Determine which goals or programs have not been completed and should be carried forward. 4. Identify new goals or programs for possible inclusion in the work program. 5. Prioritize the goals and programs, based on the CHC’s goals, community needs and input, opportunities, or special or urgent conditions; and 6. Identify activities which may require additional resources to accomplish, including special funding for specific survey, tasks or consultant work (i.e. historic inventories or research), construction or other implementation costs, additional staff time, etc. This may include references to possible community partnerships or outside funding sources. The Committee will establish goals for the next two years and identify three to five key tasks or programs it intends to complete in the period. The Committee should discuss how these goals and activities relate to important Council goals and at the same time, consider the fiscal context for the goal-setting process, including resources needed to accomplish the task. 4.0 NEXT STEPS Advisory body goals are due by December 13, 2024. All advisory bodies will receive a consolidated listing of all recommended advisory body goals. This provides an opportunity to review what other advisory bodies see as high community priorities. The Council will receive the final report with all advisory body recommendations before they begin the goal-setting process in January 2025. Page 91 of 91 466 Dana Street –Waterman Village (ARCH-0329-2022) October 28, 2024 Subject •Review of a project proposing the construction of 20 low-to very-low income affordable homes with a request for a concession pursuant to CA State Density Bonus Law for a reduction of parking requirements; rehabilitation of the Master List Historic Rosa Butrón Adobe including demolition of portions of the building at the rear of the structure; removal of 12 trees with a compensatory planting plan; •and review of the Initial Study/Mitigated Negative Declaration of environmental impact prepared pursuant to the California Environmental Quality Act (CEQA). Recommendation •Provide a recommendation to the Planning Commission as to the consistency of the proposed project with the City’s Historic Preservation Ordinance and provide any feedback on the Cultural Resources and Tribal Resources sections of the Initial Study prepared pursuant to the California Environmental Quality Act (CEQA). Project Summary •The applicant, Smart Share Housing Solutions (SSHS) is proposing the construction of 20 very-low to low income affordable homes ranging in size from 220 to 264 square feet. •The project also includes a request for a concession pursuant to California State Density Bonus law for a reduction of parking requirements. •The project proposes to rehabilitate the Master List Historic Rosa Butrón Adobe, which includes demolition of portions of the building at the rear of the structure. •The project also includes the removal of 12 trees with a compensatory planting plan, and a Mitigated Negative Declaration of environmental impact has been prepared to assess the potential environmental effects of the project, pursuant to the California Environmental Quality Act (CEQA). Housing Accountability and Housing Crisis Act •As an affordable housing project that complies with applicable, objective general plan, and zoning standards, the project constitutes a “housing development project” and is therefore subject to a limitation of up to five (5) public hearings, including continued hearings and appeals, under the Housing Crisis Act of 2019 (SB 330). A decision approving or denying the project must be made no later than the fifth and final meeting. (Cal. Gov. Code §65905.5.) This is hearing number 1 of the 5 allowable hearings. •Additionally, the project may not be denied or conditioned in a manner that renders the project infeasible for use as a low, to very-low income housing development project, including through use of design review standards, unless the City can identify specific findings that the project would result in a specific, adverse impact upon the public health or safety and there is no feasible method to satisfactorily mitigate or avoid the adverse impact. (Cal. Gov. Code §65589.5(d).) •Pursuant to the Housing Accountability Act (HAA) the Committee’s recommendation to the Planning Commission cannot include any direction that would reduce the density or number of units, or size. Focus of Review and Alternatives •The committee’s purview is to make a recommendation to the Planning Commission regarding the project’s consistency with Historic Preservation Policies, Secretary of Interior Standards, and Historic Preservation Program Guidelines. •The Committee may also provide comments on the cultural and tribal resources sections of the Mitigated Negative Declaration of environmental impact. •Please note that due to the limitation on the number of hearings allowed by state law on this project, staff has not included continuance of the item as an alternative. As noted above, based on State Law, the Planning Commission will not be able to consider any direction from the Committee that would result in a loss of density (reduction of units) or size of units. •Therefore, any comments or findings provided by the Committee to the Planning Commission regarding needed modifications to comply with Historic Preservation policies and standards under the committee’s purview must be limited to architectural features, site layout, roof design, colors, materials, etc., and should be tailored narrowly to what is required to comply with specific policies and standards. Background •The City of San Luis Obispo has owned the Master List Rosa Butrón Adobe property since 1989, after acquiring the property as a life estate gift from Ms. Mary Gail Black. •The City provides basic maintenance and upkeep to the house and grounds, but the house is currently vacant and is at risk of ongoing deterioration and threats to its long-term preservation. •On March 6, 2020, at the direction of the City Council, staff issued a Request for Interest (RFI) document seeking community partners to help the City rehabilitate and re-use the Rosa Butrón Adobe in accordance with program guidance found in the Conservation and Open Space Element (2006) of the General Plan Ms. Mary Gail Black General Plan Policies 3.6.8 Promote adaptive reuse of historic buildings. The City will, consistent with health, safety and basic land-use policies, apply building and zoning standards within allowed ranges of flexibility, to foster continued use and adaptive reuse of historic buildings. 3.6.9 City-owned adobes and historic structures. The City will preserve and, as resources permit, rehabilitate City-owned historic adobes and other historic structures by aggressively seeking grants, donations, private-sector participation or other techniques that help fund rehabilitation and adaptive reuse. Housing Element Policies 6.17 Housing Production Financially assist in the development of 20 housing units per year that are affordable to extremely low, very-low, low- and moderate income households during the planning period. Background •As a result of this process, in September 2021, Council approved an Exclusive Negotiating Agreement (“ENA”) with Smart Share Housing Solutions and the Peace Project that set forth a shared vision between those two organizations for the “Waterman Peace Village.” •The City Council further approved an Amended and Restated ENA in February 2024 with Smart Share Housing Solutions only, and the current project scope entails rehabilitation and re-use of the adobe structure with the construction of 20 low- to very-low income housing units on the site. Background •ENA sets forth certain parameters, terms, and conditions precedent to consideration of a long-term lease with Smart Share Housing Solutions for the site that would enable the opportunity to achieve both the City Council’s goals for providing affordable housing and the rehabilitation and long-term preservation of the Rosa Butron Adobe. •The ENA requires the Cultural Heritage Committee to review the project in order to ensure consistency with Historic Preservation Policies, Secretary of Interior Standards, and Historic Preservation Program Guidelines. Background •City commissioned SWCA Environmental Consultants to prepare a Historic Resource Evaluation Report and Draft Initial Study/Mitigated Negative Declaration •HRER evaluated existing conditions of the property as well as the project plans, and provided findings regarding the historic elements of significance as well as consistency of the project with Secretary of the Interior Standards and City Historic Preservation Ordinance •IS/MND makes determination that the project will have a less than significant impact on the environment with mitigation measures incorporated •Mitigation measures include: Air Quality, Biological Resources, Cultural Resources, and Noise Rosa Butrón Adobe •Approximately 2,600 square feet •Constructed in 1860, with numerous alterations and additions over the course of the twentieth century •Original portion of the building serves as the front façade facing Dana Street •Primary period of significance from 1860-1926 Character Defining Features of the Adobe •Single-story height and rectangular massing •Rectangular plan with the original adobe construction encapsulated by subsequent wood frame additions •Prominent front setback from the street with expanse of open space •Broad, steeply pitched hipped roof with extended, open eaves •Symmetrical primary façade with recessed porch flanked by two wings •Extension of the roof along the primary façade to create a porch canopy, supported by regularly spaced wood posts; •Horizontal drop channel siding Character Defining Features of the Adobe •Extension of the roof along the primary façade to create a porch canopy, supported by regularly spaced wood posts; •Horizontal drop channel siding •Mixture of deep fenestration openings associated with the original adobe construction and typical wood frame window openings from the late nineteenth and early twentieth centuries •Double hung wood windows with divided lites and simple sills and trim •Primary entrance with paneled screen door and dived-lite door •Secondary entrances with paneled wood doors •Interior spaces and materials associated with the original adobe construction and transitional period additions, including the main living room (or sala), and immediate adjacent rooms within the main building footprint; and •General rural quality of the landscape with mature trees. Proposed Work: Demolition of Non-Historic Additions Figure 3: Floor plan from project plans showing the non-historic addition areas to be demolished. Proposed Work: Demolition of Non-Historic Additions Proposed Work: Demolition of Non-Historic Additions Proposed Work: Exterior Rehabilitation •Make the necessary repairs to the adobe in a manner consistent with the Secretary of Interior’s Standards. •Roof–remove the roll roofing, plastic gutters and downspouts and faux chimney and frame new roof in original configuration and slope; with adequate strapping to walls, per structural engineer; sheath the new roof with wood shingles, repair chimney and install wood or metal gutters and downspouts. •Windows–repair existing windows, as possible, and replace windows that cannot be repaired or have been previously removed with exact reproduction wooden sash windows. •Doors—repair existing doors and hardware, as possible, and replace doors that cannot be repaired with solid panel doors. Proposed Work: Exterior Rehabilitation •Porch–build a new porch on the south side of the adobe consistent with the original size and framing style. New porch will be of either wood or brick, as consistent with what is determined to be the original material used. •Exterior walls–a natural plaster finish will be installed on the exterior adobe wall. •Exterior grading–will be completed around the adobe to create drainage away from the house, per civil engineer’s drainage plan (Parker-King 2023). •Back wall–where patio and shed additions are to be demolished–finishes will be existing windows with wood siding, consistent with existing wood siding. Proposed Work: Interior Rehabilitation •Floors–pour a new concrete foundation under wood walls, including concrete slab or wood framing to support flooring, and install new wood floors. •Walls–install a natural plaster finish on the interior adobe walls. •Fireplace–restore the existing fireplace and mantel. •Kitchen–update existing kitchen. •Bathroom–create one ADA bathroom at rear of adobe, in one of the existing two bathroom areas. Proposed Work: New Construction •20 residential units •18 units at 220 square feet, 2 ADA-compliant units at 264 square feet in size •Each unit is to be installed on pier foundations approximately 36 inches above grade to accommodate site requirements in the 100-year flood plain. •Units will be accessed via a raised walkway with several stairs and ramps •Exterior finishes consist of hardi-plank siding, wood window surrounds, and sash style windows. Architectural rendering of homes sited to the rear and side of the historic adobe Proposed Site Plan Relevant Guidelines for New Construction •Historic Preservation Guidelines 3.4.1 (c): Accessory Structures •New accessory structures should complement the primary structure’s historic character through compatibility with its form, massing, color, and materials. •Secretary of the Interior Standards: Rehabilitation Standard 9 •New additions, exterior alterations, or related new construction will not destroy historic materials, features, and spatial relationships that characterize the property. The new work will be differentiated from the old and will be compatible with the historic materials, features, size, scale and proportion, and massing to protect the integrity of the property and its environment. • Secretary of the Interior Standards: Rehabilitation Standard 10 •New additions and adjacent or related new construction will be undertaken in such a manner that, if removed in the future, the essential form and integrity of the historic property and its environment would be unimpaired. Consistency of New Construction with Guidelines •Siting and spatial relationships: The proposed housing units are sited in a manner intended to preserve the integrity and siting of the historic adobe, particularly the deep front setback from the street. •Height and scale: The height and scale of the proposed new construction will be one- to one-and-a-half- story construction that will have a height range of 13 feet 10.75 inches to a maximum height of 18 feet and 8.25 inches. Comparatively, the handful of taller units will only be approximately 3 feet taller than the historic single-story adobe building, and in keeping with the established height of the adjacent low-density residential neighborhood overall. •Massing: The massing of the proposed new construction will be appropriate within the setting of the historic district. The collection of the new construction housing units and their arrangement towards the rear of the historic Rosa Butrón Adobe proposes massing that is visually and subservient to the adobe building, highlighting it as the primary building on the property through its broader massing. The overall smaller massing and siting of the new construction housing units as paired or individual units will evoke the sense of accessory buildings in relation to the massing of the adobe. •Materials: The hardi-plank siding, wood window surrounds, and sash style windows exhibit a form and character that are sufficiently differentiated but compatible with the historic adobe structure. Secretary of the Interior’s Standards for Rehabilitation 1.A property will be used as it was historically or be given a new use that requires minimal change to its distinctive materials, features, spaces and spatial relationships. 2.The historic character of a property will be retained and preserved. The removal of distinctive materials or alteration of features, spaces and spatial relationships that characterize a property will be avoided. 3.Each property will be recognized as a physical record of its time, place and use. Changes that create a false sense of historical development, such as adding conjectural features or elements from other historic properties, will not be undertaken. 4.Changes to a property that have acquired historic significance in their own right will be retained and preserved. Secretary of the Interior’s Standards for Rehabilitation 5.Distinctive materials, features, finishes, and construction techniques or examples of craftsmanship that characterize a property will be preserved. 6.Deteriorated historic features will be repaired rather than replaced. Where the severity of deterioration requires replacement of a distinctive feature, the new feature will match the old in design, color, texture and, where possible, materials. Replacement of missing features will be substantiated by documentary and physical evidence. 7.Chemical or physical treatments, if appropriate, will be undertaken using the gentlest means possible. Treatments that cause damage to historic materials will not be used. 8.Archeological resources will be protected and preserved in place. If such resources must be disturbed, mitigation measures will be undertaken. Consistency of Adobe Rehabilitation with SOI Standards •Standard 1 - Historic Use: The Rosa Butrón Adobe was historically used as a single-family residence. The project will repurpose the adobe building as a multi-purpose room and administrative space, which will not require major changes to the building’s materials and spaces. The character-defining front setback of the adobe will be retained, maintaining the visual connection between the primary façade of the adobe with Dana Street. •Standard 2 – Historic Character: The rehabilitation work on the adobe includes the preservation and repair of character-defining features and materials. The new housing units will not significantly alter the spatial relationships at the property. The front setback and the relationship between the primary façade and Dana Street is the most significant spatial relationship, which is being preserved through the siting of the housing units towards the rear and sides of the lot. •Standard 3 – Capturing Time, Place, and Use: The project does not propose adding conjectural features to the historic Rosa Butrón Adobe, nor to the proposed new construction. The adobe will be rehabilitated using an approach that emphasizes the repair of existing historic features and materials wherever feasible, and in-kind materials when materials are found to be beyond repair. The new units will not utilize any conjectural historical elements that create a false sense of historical development. Consistency of Adobe Rehabilitation with SOI Standards •Standard 4 – Retain Historic Changes: The project takes into consideration those additions to the original Rosa Butrón Adobe that have since gained significance. This specifically includes the flanking wings adjoining the central adobe core of the building, as well as the northwest addition, which was constructed in 1906 within the period of significance of the property. The other rear additions, which were constructed at a later date, do not have significance in their own right, nor has the broader landscape of the property, save for the prominent front setback which is a character defining feature. •Standard 5 – Preserve Distinctive Materials and Finishes: The proposed project will preserve the distinctive materials, features, finishes, and other elements associated with the historic Rosa Butrón Adobe. The Rehabilitation Plan requires careful attention to the historic elements and materials, with sensitive and appropriate repairs incorporated to the historic adobe walls, wood siding, wood windows, trim, fascia, chimney and fireplace, and other character defining features. Consistency of Adobe Rehabilitation with SOI Standards •Standard 6 – Repair Deteriorated Features Rather than Replace: The proposed project and the associated Rehabilitation Plan specifically outlines an approach of repairing historic materials at the Rosa Butrón Adobe using appropriate methods wherever feasible, followed by in-kind or aesthetically matching replacements where materials are either beyond repair or missing. Features and materials specifically referenced include the historic siding, windows, doors, roof, chimney, trim. •Standard 7 – Use Gentle Chemical/Physical Treatments: The project does not involve chemical or physical treatments that would damage historic materials. •Standard 8 – Protect and Preserve Archaeological Resources: Mitigation Measures CR-6 and CR-7 in the IS-MND require the applicant to retain a City-qualified archaeologist to develop an Archaeological Monitoring Plan for the project. SOI Recommended Treatment for Materials •Wood: Character defining features are to be identified, retained and preserved. If repair is not possible, replacement shall be with a new matching wood feature. •Windows: Windows should be repaired to the extent possible. Windows that were previously removed or are beyond repair should be replaced with exact reproduction wooden sash windows. • Roofs: Roofs that are character defining features should be retained and preserved where possible. Mitigation Measures for Cultural Resources •CR-1: Alternative Building Materials: Verify that window materials are updated with appropriate finishes on building plan set. •CR-2: Rehabilitation Plan: Submit detailed Rehabilitation Plan by qualified consultant at building permit application. •CR-3: Preconstruction Historic Resources Training: Require construction staff to undergo training regarding historic preservation practices and site protocols. •CR-4: Construction Period Protocols. Construction drawings shall identify protocols to ensure stabilization of any historic materials, as well as security measures to ensure protection of the historic adobe. •CR-5: Selection of Contractors with Rehabilitation Experience. •CR-6: Archaeological Monitoring Plan. •CR-7: Cultural Resources and Native American Materials. Recommendation •Provide a recommendation to the Planning Commission as to the consistency of the proposed project with the City’s Historic Preservation Ordinance and provide any feedback on the Cultural Resources and Tribal Resources sections of the Initial Study prepared pursuant to the California Environmental Quality Act (CEQA). Creating Housing Solutions by Connecting People and Homes Since 2017 Thanks to our local, mostly volunteer team & more than 200 project donors! Thank you! Benefits for the community: ●Enhanced community & socialization ●Preserve majority of on-site trees ●Open up adobe for public access & shed light on the unique history held within ●A beautiful, centrally located place for San Luis Obispo residents of limited means who want to live simply, in community, and car-free near downtown ●Sustainability showplace & education center Helps SLO City Meet Its Goals: ●100% below market rate housing; walkable infill homes; historic structure rehabilitation; ●Transforms a long vacant boarded up attractive nuisance into a community asset; ●All electric, high efficient homes ●Neighborhood park Waterman Village Checks Multiple Boxes Project Description ■Site plan/elevations ■Density ■Home types/sizes ■What it IS & IS NOT ■Addressing Site constraints ■Adobe Rehab Site Plans & Elevations Site Plans & Elevations: Raised Pathway Connection & Community Site Plans & Elevations: Rooflines Density: Dana St. R-3 Multi-family Neighborhood Density: Dana St. R-3 Multi-family Neighborhood OddFellows Hall Density: Dana St. Meeting Hall Cottage Homes: Types/sizes Type of housing Permanent not transitional; fully contained cooking, bathing & living; standard City utility hook- ups Permanent foundations Demo cottage interior representation of home layout only ●13 cottages of 226 to roughly 600 square feet; ●7 duplexes and 6 single cottage homes ●2 homes fully ADA accessible ●Compatible & complement adobe Cottage Homes: Types/sizes What Waterman Village Is & Is Not: Permanent vs. Temporary What is Waterman Village? ●20 permanent, below-market rate homes, built on foundations, each with full bathing, kitchen and laundry facilities ●A group of efficient small homes (220-260 square feet) and a neighborhood park around a restored historic adobe that serves as a gathering center for residents (14 attached and 6 detached) ●A cultural heritage center that models sustainable living practices, encourages community interactions through walking and bicycling, and provides residents and the community a calm, shaded neighborhood park. ●The all-electric, high efficiency homes and the adobe with city utilities, along with solar generating capacity to meet or exceed California codes. What Waterman Village is NOT: ●Temporary homeless shelter ●Social services hub ●A no barrier community where anyone can live; background checks & qualifications for residency required ●Off-grid cabins without adequate utility infrastructure ●Unsupervised–management offices & on- site resident manager What Waterman Village Is & Is Not: Who will live there? Addressing Site Opportunities & Constraints Design Incorporation: ●Homes above floodplain; 20 ft. riparian setback ●Majority of trees maintained & minimally invasive helical coil foundation ●Adobe rehabilitation ●Front setbacks >40 ft; side 6 ft. ●Shared side driveway & out of easement ●Meets terms of donation to City ●4 neighborhood meetings: incorporated neighbor requests Site Opportunities & Constraints: ●Creek Floodplain & Stenner Creek setbacks ●Abundant Tree Canopy ●Historic Resource: Rosa Butron de Canet Adobe ●Front and side setbacks & easements ●Shared side driveway ●Terms of donation to City ●Neighbor input Site Constraints: Tree Preservation Rosa Butron de Canet Adobe Rehab: Current Status Rosa Butron de Adobe Rehab: Future Status What do you know?“...the encounters with the different people I met over and over through the day took some getting used to…I was shy at first.Once I had met,greeted,and questioned the,I tried to ignore them the second time I saw one of them.But there was not great traffic on the downtown streets,and I could not look away. Soon I learned,and was greeting each of them in the afternoon with my question, ‘What do you know?’ even if I had asked it in the morning.” “Adobe buildings of an earlier time were now scorned for brick and plaster” Profile of the Daily Telegraph: A story of San Luis Obispo 1921-23 Mary Gail Black Rosa Butron de Canet Adobe Rehab Right Project, Right Density, Right Place, Right Time Photo/graphic WHAT? Consistent with City’s Historic Preservation Ordinance Optional-Density Deed Restrictions & Terms of Donation 3 Terms of Donation 1.Adobe: “Adobe & 2 adjoining wings “that make up the old house… be maintained by the city for park or recreational purposes” 2.Trees: “maintained by the city for park or recreational purposes” 3.Project name,Black’s partner Mildred Waterman: “Mildred Waterman’s name be included in any name that the city gives to this park area” Residents of Waterman Village: Changing Demographics Changes: Inclusivity Density & Downtown R-3 zone: Broad Angle: Comparative Development 21 luxury homes on 101 on Ontario Rd. –this entire project fits into the footprint of one of those home pads–impacts analysis and question of how we want to grow–separate presentation?- -Ashley? Property Values & the Myth of Declining Property Values National Association of Realtors: https://www.nar.realtor/effects-of-low-income- housing-on-property-values Parking and Walkability https://dot.ca.gov/-/media/dot- media/programs/research-innovation-system- information/documents/final-reports/ca18-2465- finalreport-a11y.pdf Costs of car ownership https://www.nytimes.com/2023/09/22/your-money/car-ownership- costs-increase.html Garden & Edible Landscape Historic Garden Theory: Papp; speculative Period of Significance Issue Report contract negotiated by former project partners, Peace Project, for their own purposes Report mysteriously submitted to City months after contract terminated for non-response and failure to perform; report contains substantial project inaccuracies & was publicly distributed, spreading false and misleading information Draft Edible Landscape Plan Haggard Original Plan Art center photo scan here: Rosa Burton de Canet Adobe Team member qualifications Profile of the Daily Telegraph A story of San Luis Obispo 1921-23 Mary Gail Black “The oil boom was short lived and the preachers of progress went on to other intimation of the town’s future. And we, like the TRIB of today, wrote about them. The extravagant claims we made for the future San Luis Obispo County would be regarded as pure hype in the 1980’s; yet, at the time, in a general consensus, the press was taken in by its own stories.” Black meets lifelong friend Waterman 1921