Sebastopol City Council
August 2, 2022

RESOLUTION NUMBER: 6470-2022

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SEBASTOPOL

ADOPTING AN EXEMPTION FROM THE CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA), APPROVE THE CONDITIONAL USE PERMIT FOR RESIDENTIAL ONLY IN A COMMERCIAL ZONE; AND, A TENTATIVE

MAP FOR
THE PROPERTY AT 333 NORTH MAIN STREET (APN 004-670-022) WHEREAS, an application for 1) a Conditional Use Permit to allow a residential only development in a Commercial District, 2) Tentative Map for a 4-Unit Townhome project know as Habitat for Humanity Townhomes, and 3) Environmental Review, was filed by Jeff Katz on January 24, 2022 which consists of subdividing a vacant 0.17 acre parcel (APN 004-670-022) into 4 lots to be developed into 4 townhomestyle three bedroom units, landscaped areas, private rear yards, front porches, and 4 one car garages (the “Project”); and,
WHEREAS, the Project, as conditioned, is consistent with the Central Core Land Use designation of the General Plan and General Plan goals and policies, in that the Project is consistent with the General Plan as follows:

1. Goal LU1 - Maintain Sebastopol as a unique, charming, and environmentally sensitive small town that provides residents, businesses, and visitors with opportunities to enjoy a high quality of life, by developing housing opportunities for four families in a townhouse format that fits within the town’s character.

2. Policy LU 1-2: Avoid urban sprawl by concentrating development within the City limits; favor infill development over annexation, by developing a vacant site within city limits.

3. Policy LU 5-5: Strongly encourage residential development in a balanced and efficient pattern that reduces sprawl, preserves open space, and creates convenient connections to other land uses, by developing an existing vacant lot within the central core of the City.

4. Policy LU 6-2: Promote compact urban form that provides residential opportunities in close proximity to jobs, services, and transit, in that the projects proposed are townhouse development in the Downtown Core and nearby to employment opportunities, schools, retail, and along the City’s main transit corridor.

5. Policy C-3: The City will encourage long-term and permanent affordability of extremely low, very low, low, and moderate income and special needs housing, by providing moderate home ownership opportunities. The project also provides affordable housing to a variety of families through the Habitat for Humanity program.

6. Policy C-4: The City will encourage development of new housing to meet a range of income levels, including market-rate housing, and a variety of housing sizes and types, by developing four townhome units available to moderate or low income households.

7. Goal D-1: Promote Housing Affordability for both Renters and Homeowners

8. Policy D-5: The City will promote the ability for lower and moderate-income households to become homeowners, by the project also provides affordable housing to a variety of families through the Habitat for Humanity program. And,
WHEREAS, the Project, with the approval of a Conditional Use Permit, would be consistent with the applicable provisions of SMC Chapter 17, Section SMC 17.25.020, Allowed uses, which allows a residential-only use within a Commercial Zoning District with the approval of a Use Permit, and if the Findings can be made that it will not create adverse effects on commercial uses or street-front vitality and that the project will be compatible with nearby uses and development; and,

WHEREAS, granting a Conditional Use Permit for the Project, in that:

1. The establishment, maintenance, and operation of the use applied for will not, under the circumstances of the particular case (location, size, design, and operating characteristics), be detrimental to the health, safety, peace, morals, comfort, or general welfare of persons residing or working in the area of such use or be detrimental or injurious to property and improvements in the neighborhood or to the general welfare of the City as it complies as follows:
a. This project, as proposed, will not be detrimental to the health and safety of the community as it will increase the housing stock available to workers in the area, and will develop a vacant lot and provide housing to a variety of income levels. b. The Project meets this finding in that the site is at the end of the Downtown Core district and currently is a vacant lot. The lots around this project are residential multifamily and the Masonic Lodge to the north and as proposed would be compatible with nearby uses.

The Project would therefore not be detrimental to the viability of nearby businesses. c. The site would be difficult to develop as a commercial use due to the lot configuration and size, and potential for required parking.

WHEREAS, the Project is consistent with the SMC 17.25.030, Development Standards, in that the Project meets the height, setbacks, minimum Floor Area Ratio (FAR, 1.0 for Downtown Zone), open space, and other provisions of the Downtown Zone and the R7 zoning district (as required for residential-only development) as follows:

1. The project as proposed meets the height requirements in that 40ft is allowed and 23ft is proposed.

2. The project meets the setback requirements as followed • Required Front: 0’ Proposed: 5’
• Required Side: 0’ Proposed: 5’
• Required Rear: 5’ Proposed: 16.5’

3. The project as proposed meets the FAR of downtown 1.0 when using the Net FAR of the site, with a FAR of 1.09.

4. Four on-site and four off-site parking spaces will be provided. And, WHEREAS, granting a Tentative Map for the Project is appropriate as it complies with SMC 16.28.070(A) in that:

1. The proposed subdivision, as conditioned, together with the provisions for its design and improvement, is consistent with the General Plan as detailed above, and will be consistent with applicable provisions of SMC Chapter 16 and the State Subdivision Map Act (SMA); and

2. The design of the proposed subdivision provides, to the extent feasible, for future passive or natural heating or cooling opportunities in the subdivision, as described in the State Subdivision Map Act and any guidelines promulgated by the City Council.

3. As conditioned, the Project will comply with the California Green Building Standard Code (CalGreen) requirements for energy efficient buildings and appliances, including Tier 1 standards required by the City of Sebastopol (which are higher than the base State requirements for green design). CalGreen Standards require that buildings reduce water consumption, employ building commissioning to increase building system efficiencies, divert construction waste from landfills, and install low pollutant‐emitting finish materials.

WHEREAS, the Project is exempt from the California Environmental Quality Act (CEQA) Guidelines, Section 15303(b) which exempts “A duplex or similar multi-family residential structure, totaling no more than

four dwelling units. In urbanized areas, this exemption applies to apartments, duplexes, and similar structures designed for no more than six dwelling units.” In that;

1. The Project consists of four townhome units on a vacant lot surrounded by developed properties in an urban setting. The Project would be consistent with this exemption as it proposes four attached multi-family residential units and will not create any new environmental impacts as it will be in an already developed area.

WHEREAS, the Planning Commission held a duly noticed preliminary public hearing on September 28, 2021, and provided comments to the applicant about parking concerns, accessory dwelling unit options, and grading requirements; and
WHEREAS, the Design Review Board held a duly noticed preliminary public hearing on November 3, 2021, and provided comments to the applicant on the design of the building, landscaping options, and tree protection options; and
WHEREAS, the Planning Commission held a duly noticed preliminary public hearing on June 14, 2022, heard a staff report, received public testimony, and considered applications for a Conditional Use Permit, Tentative Map, and Environmental Review, and voted unanimously to adopt Resolution 2022-003 recommending the City Council approve the Project; and
WHEREAS, the City Council of the City of Sebastopol held a duly noticed preliminary public hearing on August 2, 2022, heard a staff report, received public testimony, and considered the applications for a Conditional Use Permit, Tentative Map, and Environmental Review.

NOW, THEREFORE, BE IT RESOLVED THAT, the City Council of the City of Sebastopol, California, does hereby find the Project is exempt from the California Environmental Quality Act (CEQA), under CEQA Guidelines, Section 15303(b) which exempts “A duplex or similar multi-family residential structure, totaling no more than four dwelling units.”
NOW, THEREFORE, BE IT FUTHER RESOLVED THAT, the City Council of the City of Sebastopol, California, does hereby approve, based on the findings above and subject to the Specific Conditions of Approval in Exhibit B and Standard Conditions of Approval in Exhibit C:

1. A Conditional Use Permit to permit residential only in the Downtown Commercial (CD) district;

2. The Tentative Map, included in Exhibit A, to subdivide a vacant 0.17-acre parcel into 4 lots and a common area, to be developed with 4 townhome-style studio units, landscaped areas, and parking.

The above and foregoing Resolution was duly passed, approved and adopted at a meeting by the City Council on the 2nd day of August 2022.

I, the undersigned, hereby certify that the foregoing Resolution was duly adopted by City of Sebastopol City Council following a roll call vote:

VOTE:

Ayes: Councilmembers Glass, Gurney, Rich, Vice Mayor Hinton and Mayor Slayter Noes: None

Absent: None
Abstain: None

APPROVED:

Mayor Patrick Slayter
ATTEST: _______________________________________________________________ Mary Gourley, Assistant City Manager/City Clerk, MMC
APPROVED AS TO FORM:

Larry McLaughlin, City Attorney

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NORTH MAIN STREET
APPROXIMATELY 60' WIDE APN: 004-670-022 APN: 004-670-017 APN: 004-670-021 APN: 004-051-025 APN: 004-051-052 APN: 004-670-023 PROPERTY LINE, TYP APPROXIMATE LOCATION OF ADJOINING PROPERTY LINE, TYP LOT #1 AREA: 1,382 SF ACRES: 0.03 LOT #3 AREA: 1,296 SF ACRES: 0.03 LOT #4 AREA: 1,705 SF ACRES: 0.03 LOT #5 AREA: 315 SF ACRES: 0.01 LOT #6 AREA: 527 SF ACRES: 0.01 LOT #2 AREA: 2,061 SF ACRES: 0.05 EX EDGE OF PAVEMENT PROPOSED RETAINING WALL, TYP BENCHMARK

EXISTING ACCESS DRIVEWAY
APPROXIMATELY 23' WIDE PROPOSED DRIVEWAYS

EXISTING DRIVEWAY

8.98'
N58° 57' 22"E 64.69' N26° 51' 00"W 50.32'
N64° 05' 42"E 20.82' S64° 05' 42"W 15.00' S64° 05' 42"W 21.02' N64° 05' 42"E 11.67' S26° 51' 10"E 23.67' S26° 51' 00"E 13.28' N63° 09' 00"E 3.33' S26° 51' 00"E 10.04' N63° 09' 00"E 36.02' N26° 51' 00"W 23.08' S26° 51' 00"E 22.88' S63° 09' 00"W 55.47'
S63° 08' 52"W 64.52'
N63° 09' 00"E 64.52' N26° 51' 00"W 20.08' N26° 51' 00"W 20.09' S26° 51' 00"E 20.08' S26° 51' 00"E 28.80' N63° 09' 00"E 7.78' S26° 51' 00"E 20.08' N26° 51' 00"W 12.39' N63° 09' 00"E 3.98' N26° 51' 00"W 20.09' S26° 51' 00"E 24.07'N63° 09' 00"E 24.35' N63° 09' 00"E 11.67' N64° 05' 42"E 68.51' N26° 51' 00"W 56.54' S26° 51' 02"E 112.72' HIGH POINT LOW POINT TREE TO BE REMOVED, TYP

EXISTING SEWER MAIN, TYP

EXISTING WATER MAIN, TYP

PROPOSED WATER LATERAL, TYP
PROPOSED SEWER LATERAL, TYP 8.98' RETAINING WALL EASEMENT PER CYPRESS HILL SUBDIVISION BOOK 504 MAP 09 5.00' RETAINING WALL EASEMENT PER CYPRUSS HILL SUBDIVISION BOOK 504 MAP 09 PROPOSED WATER METER, TYP

EXISTING WATER METER, TYP

EXISTING FIRE HYDRANT, TYP
PROPOSED STORM DRAIN PIPE, TYP APN: 004-670-022 LOT #2 LOT #1 LOT #3 LOT LOT #5 #4 LOT #6 of 5 Job: Sheet: Scale: Drawn: Date: APN: Permit #:

BC ENGINEERING GROUP, INC.

CIVIL ENGINEERING & LAND PLANNING
www.bcengineeringgroup.com
Phone: 707.542.4321
SANTA ROSA OFFICE:
418 B Street, Third Floor, Santa Rosa CA 95401
UKIAH OFFICE:
603 S. State Street, Ukiah CA 95482
12/27/2021 2157-21 TSL / EK / JAB AS SHOWN 004-670-022

HABITAT FOR HUMANITY SONOMA COUNTY

C/O JEFF KATZ
333 NORTH MAIN STREET
SEBASTOPOL, CA 95472
S:\Clients\2157-21 Habitat for Humanity - 333 N. Main Street, Sebastopol, CA\CAD\Civil Engineering\2157-21 Tentative Map.dwg Trevor Plotted by 3/11/2022 3:21 PM C1.0 NOT FOR CONSTRUCTION ----
REV. DESCRIPTION BY DATE PRELIMINARY
1 TENTATIVE MAP 1 inch = ft ( IN FEET ) GRAPHIC SCALE 10 N
0 10 20

16.57'

5.45'

8.01' 7EN7A7IVE 0AP SCALE: 1"=10' of 1 TSL 3/11/2022 7EN7A7IVE 0AP DRA:ING )2R +A%I7A7 )2R +80ANI7< 62N20A C28N7<  N2R7+ 0AIN 67REE7 6E%A672P2L CA  APN
 PR2-EC7 IN)2R0A7I2N PROJECT ADDRESS: 333 N MAIN STREET SEBASTOPOL, CA PROJECT APN: 004-670-022 OWNER/DEVELOPER: HABITAT FOR HUMANITY SONOMA COUNTY C/O JEFF KATZ 200 E STREET, SANTA ROSA, CA, 95404 CIVIL ENGINEER: THOMAS J. BILLETER, P.E. BC ENGINEERING GROUP, INC. 418 B STREET, THIRD FLOOR SANTA ROSA, CA 95401 (707) 542-4321 SURVEYOR: RAY CARLSON AND ASSOCIATES, INC 411 RUSSELL AVENUE SANTA ROSA, CA 95403 (707) 528-7649 AREA: 0.17 ACRES ZONING: CD (DOWNTOWN CORE) SEWAGE DISPOSAL: CITY OF SEBASTOPOL WATER SUPPLY: CITY OF SEBASTOPOL LAND USE: VACANT COMMERCIAL LND W/UTIL (CENTRAL CORE) FIRE DISTRICT: SEBASTOPOL FIRE DEPARTMENT FIRE PROTECTION RESPONSE AREA: CITY OF SEBASTOPOL SITE PR2P26ED 68%DIVI6I2N E;I67ING PARCEL N 1 inch = ft ( IN FEET ) GRAPHIC SCALEN
0 40 40 80 VICINI7< 0AP NTS ABBREVIATIONS AD AREA DRAIN APN ASSESSOR'S PARCEL NUMBER CB CATCH BASIN CL CENTERLINE CY CUBIC YARD DI DROP INLET EG EXISTING GROUND EX or (E) EXISTING FD FLOOR DRAIN FG FINISH GRADE FL FLOWLINE FS FINISHED SURFACE FT FOOT / FEET GB GRADE BREAK GR GRATE HP HIGH POINT IG INVERT GRADE IN INCH INV INVERT L LENGTH LF LINEAL FOOT/FEET MAX MAXIMUM ME MATCH EXISTING MIN MINIMUM (N) NEW NTS NOT TO SCALE PL PROPERTY LINE s SLOPE SF SQUARE FEET TB TOP OF BANK TYP TYPICAL YD, YDS YARD, YARDS HATCH LEGENDCONCRETE ASPHALT DECK LINETYPE LEGEND EXISTING STORMWATER PIPE PROPERTY LINE PROPOSED FLOWLINE PROPOSED RETAINING WALL PROPOSED STORMWATER PIPE EXHIBIT A TENTATIVE MAP

EXHIBIT B

RECOMMENDED CONDITIONS OF APPROVAL
Habitat For Humanity
333 North Main Street
APN 004-670-022, File 2022-006
Planning Department:

1. Plans and elevations shall be in substantial conformance with plans prepared by Jeff Katz, Architect, stamped received on March 10, 2022, and on file at the City of Sebastopol Planning Department, except as modified

2. All construction shall conform to the approved plans, unless the design is modified by the Design Review Board. The applicant shall obtain a Building Permit prior to the commencement of construction activities.

3. This approval does not include any signs. Any new signs that will identify the use of this property are subject to the prior approval of the Design Review Board or City staff, as appropriate.

4. The Use Permit and Tentative Map shall be in effect unless it is abandoned or closed for 12 months or longer.

Building Department:

5. The Planning Conditions of Approval shall be printed on plan sheets in the plan set.

6. The project shall comply with the City’s Row Housing Policy.

7. A geotechnical report is required for this project.

8. The project is required to comply with CalGreen and the Tier 1 level excluding Division A4.2 Energy Efficiency, as adopted and amended by the City. The worksheets can be located on the City’s website on the Building Department page. The worksheet are to be printed on the plan sheets in the plan set.

9. The project is required to comply with the City’s Mandatory Photovoltaic System Requirements.

10. A Boundary and Topographic Survey prepared by a licensed land surveyor or civil engineer shall be provided with the building permit application.

11. Before approval of the foundation inspection: A licensed Land Surveyor or Civil Engineer with proper certification shall conduct a survey of all property lines and install property line markers that can be readily verified by Building Inspection staff to verify setbacks and submit a written (stamped) confirmation to the Building Department that the staking of the property lines has been completed.

12. Before approval of the foundation inspection: The project Geotechnical Engineer shall inspect all foundation, excavations and submit a written (stamped) verification that all is in conformance with the approved Construction Documents.

13. Before approval of the foundation inspection: The project structural Engineer, Architect, or Special Inspector shall inspect all foundation reinforcing and related hardware and submit a written (stamped) verification that all is in conformance with the approved Construction Documents.

14. Before approval of the framing inspection: The project structural Engineer, Architect, or Special Inspector shall inspect all lateral force resisting elements of the structure and submit a written (stamped) verification that all is in conformance with the approved Construction Documents.

Fire Department:

15. Automatic Fire Sprinklers Suppression System.
a. Audible Fire Bell.
b. Sprinkler Backflow Preventer.

Public Works Department:

16. Shall have a Passive Purge fire sprinkler system or a Reduced Pressure backflow device on each water service connection.

Engineering Department:

Tentative Map – Conditions of Approval
In addition to the Engineering and Public Works Department Standard Conditions of Approval the following conditions of approval shall also apply:

Final Map

17. Applicable engineering map review fees will be due and payable at the time of initial submittal of the final map. Except as otherwise stated in these conditions of approval, other Public Works’ fees and deposits, including but not limited to engineering plan review, construction inspection and impact fees, will be due and payable at the time of subsequent plan reviews and/or permit issuance.

18. A Final Map prepared by a licensed land surveyor or civil engineer in accordance with the Subdivision Map Act, the approved Tentative Map, and these conditions of approval, shall be submitted to the City Engineer for review.

19. All property corners for each lot shall be monumented with no less than 3’ long by 1/2” diameter galvanized steel pipe imbedded no less than 24” into ground, except as otherwise expressly permitted in writing by the City Engineer.

20. Complete the required subdivision improvements prior to recordation of the map or enter into an Improvement Agreement and post security with the City of Sebastopol prior to the filing of the Final Map, agreeing to complete the required subdivision improvements within 24 months after the filing of the map. The Improvement Agreement shall be recorded with the map.

21. Transmit by certified mail a copy of the conditionally approved Tentative Map together with a copy of Section 66436 of the State Subdivision Map Act to each public entity or public utility that is an easement holder of record. Written compliance shall be submitted to the City of Sebastopol.

22. Execute a covenant running with the land on behalf of applicant and its successors, heirs, and assigns agreeing to annex this subdivision into the existing City of Sebastopol Lighting Assessment District.

23. Prepare and submit CC&Rs for the project providing for the maintenance of the private facilities, including, but not limited to, the retaining wall, drainage improvements, common garage structure, roof top community garden and driveway. CC&Rs shall also prescribe and assign one specific and sole single-car garage space to, and for the exclusive use and benefit of, each respective lot with full and complete obligation and responsibility for the upkeep and maintenance thereof, that will endure and run with the land and be binding on all future respective owner(s) of each lot.

24. Private drainage easements over portions of Lots 2, 3 & 4, in favor of respective upstream lot(s) that drain through respective downstream lot(s) shall be established on the Final Map.

25. The Declaration of Restrictions (“Declaration”) recorded October 12, 1990, under document 1990-0101407, Official Records of Sonoma County provides for the installation and maintenance of landscaping, paving, utilities, lighting, drainage and all other improvements on the existing common driveway lot (referred to as Parcel 2 of Parcel Map 126) and two adjacent 16’ wide easements over lands of Masonic Association and said Parcel 2, and the cost thereof to maintain these improvements shall be shared equally by the owners of Parcels 1 and 3 of said Parcel Map 126, or any portion or portions thereof, which includes the applicant’s subject property. Therefore the provisions of said Declaration shall be incorporated into the CC&R’s for the project required under COA 23 herein for the maintenance of the common driveway.

26. The Final Map shall be prepared for the four residential townhouse lot subdivision plus one common lot for the common garage structure with roof top community garden. Lots #1, #2, #3 and #4 shall generally be configured as shown on the approved Tentative Map, except that Lots #1 and #2 shall not include any portion of the common garage structure and roof top community garden within each respective lot’s boundaries.

Improvement Plans

27. Improvement Plans prepared by a Registered Civil Engineer shall be submitted for the review and approval of the City Engineer showing all proposed grading, paving, utilities and drainage improvements. Improvements plans shall include but not be limited to street and utility information, all concrete curbs, gutters, sidewalk, walkways, storm drain system, striping and signing, paving, water lines and sewer lines, erosion and sediment control, Storm Water Pollution Prevention Plan, and any necessary transitions for the portion of the public street fronting the project, if applicable. All improvements shall be designed in accordance with the City of Sebastopol Standard Details and Specifications.

28. Improvement Plans for proposed work in State right of way shall also be submitted to Caltrans for Encroachment Permit review. Prior to the City approving Improvement Plans

a Caltrans Encroachment Permit for the proposed work within the State right of way shall first be obtained and a copy shall be provided to the City.

29. A City of Sebastopol encroachment permit for work on City utilities including water supply and sanitary sewer connections.

30. Applicant shall submit to the City Engineer for review and approval, a grading plan conforming to Sebastopol Standard Details and Specifications prepared by a Registered Civil Engineer, obtain a Grading Permit, and shall post sufficient surety guaranteeing completion.

EXHIBIT C

RECOMMENDED STANDARD CONDITIONS OF APPROVAL
Habitat For Humanity
333 North Main Street
APN 004-670-022, File 2022-006

1. All plans shall include a brief description of the project on the cover sheet.

2. All submitted building permit plan check sets shall include a plan sheet incorporating these conditions of approval.

3. Except as otherwise noted in these conditions of approval, the plans submitted to the Building Department for plan check shall be in substantial conformance to those approved by the review body. If any changes are made to submitted plans which were approved by the review body the applicant shall work with the Planning Department to determine if the changes are significant enough to once again be seen by the review body, or if staff can approve the changes. Any changes that have not been approved by Planning staff are not approved. Construction or demolition work that does not conform to the Planning approval is not valid and shall be subject to stop work orders and may require removal.

4. Site landscaping shall be generally consistent with the Landscape Plan included as part of “Exhibit A” on file with the Sebastopol Planning Department. The final landscape plan shall be stamped by a licensed landscape architect and filed with the Planning Department prior to occupancy. Plans for any irrigation of the site shall be incorporated into the landscape plan. All planting shown on the approved plan shall be installed prior to occupancy of the proposed project. Upon the request of an Applicant to receive a Temporary Certificate of Occupancy and at discretion of the Planning Director, landscape installation may be suitably guaranteed by posting a cash bond equal to l00% of the cost and installation of any landscape improvements.

5. Acceptance of the construction drawings and specifications does not release the applicant and owner from correction of mistakes, errors, or omissions contained therein. If, during the course of construction, the field conditions or other previously unknown conditions require a modification or a departure from the accepted plans, the applicant shall provide the modifications or departure and specify the correction of mistakes errors, or omissions in compliance with the CBC and City Standards.

6. The City of Sebastopol and its agents, officers and employees shall be defended, indemnified, and held harmless from any claim, action or proceedings against the City, or its agents, officers and employees to attach, set aside, void, or annul the approval of this application or the environmental determination which accompanies it, or which otherwise arises out of or in connection with the City’s action on this application, including but not limited to, damages, costs, expenses, attorney’s fees, or expert witness fees.

7. A Construction Management Plan (CMP) shall be submitted to the City as part of the Building Permit and/or Grading Permit and shall be incorporated into the plans, unless waived by staff. The City’s CMP template, provided by the Planning Department, may be used for small, infill projects. Revisions to the CMP to increase or add on time to the construction timeline shall be coordinated with the Building Official and any additional requests will be at the applicant’s responsibility.

This CMP shall be a binding document. Failure to adhere to the CMP may result in a

“Stop Work Notice” being placed on the project. An electronic copy of the APPROVED CMP shall be submitted to the City, and may be posted to the city’s website. The CMP shall be updated as project conditions warrant. Updates to the CMP shall be provided to the City for review and approval. The CMP shall include but not be limited to:
a) Work schedule (start of construction date, road or lane closure intent/dates, important milestones and proposed final dates)
b) Construction Hours
c) Travel routes and turn-around locations with staff approval • Impact to state highways
d) Road and/or lane closures (Applicant to provide information on how many anticipated road closures, and the reasons for each road closure). e) Worker auto parking space locations/construction parking f) Phasing (if applicable)
g) If construction improvements are located in areas of slopes 15% or greater, the Contractor shall provide safe temporary hard surface stair access to the improvements, unless waived by the Building Official. This access shall be shown on the CMP.
h) Projects that require a grading permit shall comply with the City’s grading ordinance.

The CMP may be more stringent if the project is located close to schools or in impacted neighborhoods. A CMP may be required to be modified if a neighborhood becomes “impacted” during the course of the construction. Impacted neighborhoods are defined as areas in geographic proximity (i.e. using the same streets for access) with a significant number of simultaneous construction projects.

The hours of construction activity shall be limited 7:00 a.m. to 8:00 p.m., Monday through Friday, 8:00 a.m. to 5:00 p.m. on Saturdays with staff approval, depending on scope of work being done, or unless modified by a project’s Specific Conditions of Approval.

A24-inch by 36-inch weatherproof copy with items A-F posted on site. The remaining Construction Management Plan shall be made available on site. The Construction Management Plan shall be posted on the site as part of the job site signage and should include:
a) Address of the project site.
b) Permitted hours of construction and of deliveries/off-haul. c) Name, e-mail address and direct phone number of the General Contractor. d) Name, e-mail address and direct phone number of the person responsible for managing theproject.
e) Name and direct phone number of the party to call in case of an emergency. f) City of Sebastopol Building Department (707-823-8597).

8. All construction materials, debris and equipment shall be stored on site. If that is not physically possible, an encroachment permit shall be obtained from the Public Works Department prior to placing any construction materials, debris, debris boxes or unlicensed equipment in the right-of-way. The fee for using the right-of-way for storage of construction materials or equipment is $10.00 per day. A minimum of 11’ passable auto traffic clearance (paved travel way) shall be maintained at all times along the roadway. The placing of portable restroom facilities in the City right-of-way will not be permitted.

9. All portions of the job site shall be maintained in an organized and professional condition. All trash, debris, construction scraps and broken/deteriorated machinery shall be removed from the site by the end of each week. If off loaded construction materials are not used within 2 weeks, they shall be screened from public view. All sidewalks, driveways and public/private roadways fronting the subject site shall be broom cleaned at the end of each business day.

10. A pre-construction meeting is required with city staff for projects that:
a) Require a City encroachment permit, a Caltrans encroachment permit, or a City grading permit; or
b) Have 5 dwelling units or more; or
c) Have a total of 5,000 square feet of building or more; or d) Have a creek setback requirement; or
e) Are required to have a pre-construction meeting under a specific condition of approval.

11. All permits and/or inspection fees required shall be paid in full prior to final occupancy being granted unless otherwise stipulated by the City.

12. All required construction signage and any required tree-protection shall be posted and available for City inspection at the time of the Pre-construction meeting or, if no preconstruction meeting is required, prior to commencing construction. If these measures are not in place at the time of the pre-construction meeting, a re- inspection fee will be required, and issuance of building permit will be delayed.

13. The Planning Director shall interpret applicable requirements in the event of any redundancy or conflict in conditions of approval.

Planning Department Standard Conditions of Approval:

14. This approval is valid for a period of three (3) years during which time the rights granted must be exercised. However, the applicant may request one (1) one-year extension of this Use Permit from the Planning Director, pursuant to Zoning Ordinance §17.400.100.

15. The light source for all exterior lighting fixtures shall be shielded from adjacent properties. Cut sheets for all exterior lighting shall be submitted as part of the Design Review or other planning application.

16. For projects with new foundations or retaining walls less than 10’ away from a required setback property lines shall be physically identified (string line or equal), and the applicant shall submit a letter or certificate from a licensed surveyor that confirms that the structure complies with the approved setbacks prior to placing the foundation. For any project that includes new foundations or retaining walls more than 10’ away from a required setback, the applicant may apply for a waiver from this requirement from the City Engineer and Planning Department.

17. For any project that includes new structures within 2 feet of the allowed height limit, a letter or certificate from a surveyor confirming that the height of the roof complies with the approved plans shall be submitted to the Planning Department at the earliest point possible.

18. All landscape and irrigation plans must be designed in accordance with the most current City of Sebastopol landscape requirements. Prior to providing water service for new landscape areas, or improved or modified landscape areas, the Planning Department must review and approve the project’s working drawings for planting and irrigation systems. Any question regarding the City of Sebastopol current water conservation and Landscape Ordinance should be directed to the Planning Department.

New construction and rehabilitated (renovations or changes made to sites with an existing irrigation system) landscape projects will be affected by these requirements if the altered landscape area is greater than 500 square feet.

19. For any new housing unit development, the developer/owner shall submit the total amount of fees and exactions associated with the project prior to issuance of certificate of occupancy or final inspection.

Engineering and Public Works Department Standard Conditions of Approval:

20. All projects are subject to Impact Fees as adopted by the City Council, which are due at the time of issuance of the Building Permit unless otherwise stipulated by the City.

21. An Encroachment Permit is required from the Public Works Department for any and all work within the public right-of-way. If the work is within a CalTrans right-of way, an Encroachment Permit from CalTrans shall also be procured by the applicant.

Encroachment Permit shall not be issued until the City Engineer approves the applicant’s site improvement plans.

22. Construction within the public right-of-way is limited to that necessary to support the lot's use. This may include but is not limited to: driveways, sidewalks and any utility connections. For all improvements within the public right of way, the applicant shall submit plans to adequately describe the work. Plans shall include but not be limited to drainage details, cross-sections, driveway/roadway grades and utility locations as necessary.

23. The applicant shall prepare and submit site improvement plans for the construction of all improvements including water, sanitary sewer, storm drain, water quality facilities, roadway improvements, curbs, gutters, sidewalks, elevated or structural pedestrian walkways, landscaping, landscape irrigation, signing, striping, joint trench and streetlights. All design and construction shall conform to the latest edition of the City of Sebastopol Design and Construction Standards and other applicable codes, standards, guidelines and specifications. Public improvement drawings shall be drafted in the City-approved sheet format.

24. Once approved by the City Engineer, the applicant shall submit PDF files of the signed improvement plans. As-Built record drawings shall also be submitted as PDF files.

25. Deviations from City Standards and applicable Code requirements shall be approved by the City Engineer. The applicant’s engineer shall request all design exceptions in writing.

26. Any improvements, public or private, damaged during construction shall be replaced,

by the applicant, in-kind or with new improvements. All cracked, broken, or uplifted sidewalk, driveway and/or curb and gutter fronting the property shall be replaced.

Applicant shall coordinate with the Public Works Department prior to the first submittal of project improvement plans to identify the extents and limits of replacement.

27. An erosion and sediment control plan are required as part of the building permit application. The plan shall be prepared by a certified erosion control specialist and in full compliance with CASQA standards, The plan is subject to review and approval by the Engineering Department prior to the issuance of the building or grading permit. No modifications to the approved plans shall be made without approval of the City Engineer.

28. Mailbox plans and locations shall be approved by the Sebastopol Postmaster prior to improvement plan approval. The developer shall provide a letter and exhibit showing mailbox locations from the Sebastopol Postmaster approving mailbox locations.

29. City Public Water and Sewer and Drainage utility easements as required by the City Engineer utility companies shall be provided within the development. Easement locations shall be subject to review and approval by the City Engineer.

Roadway Improvements:

30. The improvement plans for the first phase of development shall include and provide for the construction of all offsite improvements as required to support full project buildout. Each subsequent phase of development shall construct sufficient onsite roadway and utility improvements to support the cumulative development proposed to be constructed as approved by the City Engineer.

31. Road closures, if permitted by the Project Approval, will only be permitted with prior authorization from the Public Works Department consistent with the City's road closure policy. Signs containing details of the proposed closure must be posted 48 hours in advance. Coordinate road closures with the Sebastopol Public Works Department.

Contact the Public Works Department at 707-823-5331 to obtain a road closure permit.

32. An emergency vehicle access, meeting the requirements of the Sebastopol Fire Department shall be constructed.

33. All private driveway areas less than 24-foot wide shall require the approval of the Sebastopol Fire Department.

34. Sidewalk warps shall be provided to allow a clear five-foot walkway at all locations, including areas where mailboxes, street furniture, streetlights, street signs and fire hydrants are to be installed, or as otherwise approved by the City Engineer.

35. The structural section of all public road improvements shall be designed using a soil investigation which provides the basement soils R-value and expansion pressure test results. A copy of Geotechnical report and structural section calculations shall be submitted with the first improvement plan check.

36. The structural section of the private on-site drive aisles and parking areas shall meet the requirements and recommendations of the geotechnical report for the project.

37. Retaining walls and retaining curbs may be required to protect damage to trees as determined by a licensed Arborist. All retaining structures shall be designed and

constructed to minimize damage to trees.

38. Pedestrian curb ramps, meeting City standards and current accessibility requirements, shall be provided at all intersections and crosswalks where sidewalks are proposed.

Drainage Improvements:

39. All project related flooding impacts shall be mitigated by the project developer.

Drainage improvements shall be designed by a Civil Engineer registered in the State of California in accordance with the Sonoma County Water Agency's Flood Management Design Manual (FMDM). Public and private drainage improvements shall be shown on the improvement plans and the City Engineer may require the applicant to acquire the review and recommendations by the Sonoma County Water Agency (Sonoma Water) prior to approval by the City Engineer. Private storm drain easements will be required for any portions of the private storm drain not entirely located with the lot being served or for any portion of a private utility located on an adjacent parcel.

40. No lot-to-lot drainage will be allowed between the project site and any adjacent parcels. No concentrated drainage may discharge across sidewalks. All site drains must be connected to the public storm drain system or discharged through the face of curb or to an established waterway.

41. Plans and certifications shall demonstrate compliance of all improvements, including building finished floor elevations, with the City's Flood Ordinance, to the satisfaction of the Building Official and City Engineer. Building finished floor elevations shall be constructed at a minimum of 2 foot above the 100-year storm event water surface elevation as determined by the City and certified by the project engineer. The Engineer of Record shall provide a signed and stamped letter indicating the project meets the requirements of the Ordinance before plan approval.

Stormwater Quality:

42. Projects that create or replace 10,000 square feet or more of impervious surface area are subject to design and construction requirements of the most recent edition of City of Sebastopol Low Impact Development (LID) Technical Design Manual.

Improvement plans with required LID design features shall be approved by the City Engineer.

43. Projects that will disturb 1.0 acre or more of developed or undeveloped land shall provide evidence that a Notice of Intent (NOI) has been submitted by the applicant and received by the State Water Resources Control Board for a General Construction Activity Storm Water Permit. Two copies of the project Storm Water Pollution Protection Plan (SWPPP) shall be provided to the City prior to issuing a grading permit, encroachment permit, or building permit.

44. For required LID features constructed on private property or on street frontage, the owner shall provide a Declaration Letter to the City Manager regarding the owner’s commitment to ongoing maintenance of said LID features (LID Declaration) prior to occupancy.

Grading:

45. The improvement plans shall include a site-grading plan prepared by a Civil Engineer registered in the State of California as part of the required improvement drawings. Lots shall be generally designed to drain to public and private streets or parking areas, unless otherwise approved in the interest of tree preservation or other unusual circumstances.

46. The City of Sebastopol shall require a grading permit for projects that meet these requirements.
a) Cut or fill exceeding 50 cubic yards
b) Cut or fill greater than 3 feet in depth
c) Cut creating a cut slope greater than 5 feet in height and steeper than 2 units horizontal to 1 unit vertical
d) Fill intended to support a structure or surcharge greater than 1 foot in depth or placed on terrain with a natural slope steeper than 15 percent

47. When required by the Building Official the applicant shall submit to the City for review and approval, a detailed Geotechnical Report prepared by a Geotechnical Engineer registered in the State of California. The grading plan shall incorporate the recommendations of the approved Geotechnical Report.

48. Where soil or geologic conditions encountered during grading operations are different from those anticipated in the Geotechnical Report, or where such conditions warrant changes to the recommendations contained in the original soil investigation, a revised soil or geologic report shall be submitted for approval by the City Engineer.

It shall be accompanied by an engineering and geological opinion as to the safety of the site from hazards of land slippage, erosion, settlement, and seismic activity.

49. Existing wells, septic tanks and/or underground fuel storage tanks that are defective or will no longer be in use shall be permanently destroyed or removed under permit and inspection by the Sonoma County Permit and Resource Management Department, Well and Septic Division and/or Sonoma County Environmental Health or other designated agency. Underground fuel storage tanks are subject to UST regulations of the State Water Resources Control Board.

50. The grading plan shall clearly show all existing survey monuments and property corners and shall state that they shall be protected and preserved. Should monuments be damaged or destroyed during construction, they shall be replaced by the developer.

51. Improvements plans shall include an erosion control (winterization) plan. The plan shall include an order of work and staging/scheduling component indicating when facilities must be installed and when they may be removed.

52. Sewer services and laterals shall be CCTV inspected to determine if the service needs to be removed and replaced. A copy of the CCTV report shall be provided to the City Engineer. A waiver for CCTV inspection may be waived by the City Engineer, if the sewer lateral has been replaced within ten years of the submittal of the improvement plans. A copy of the documentation evidencing such replacement shall be included in the submittal package.

53. If the proposed project is located in or adjacent to a waterway, within an area

designated as habitat for threatened or endangered species, or other special status area, it possibly falls under the jurisdiction of another agency such as the United States Army Corps of Engineers, the California Regional Water Quality Control, or the California Department of Fish & Wildlife, U. S. Fish & Wildlife Service, etc. These agencies shall be contacted to determine if the project lies within their respective jurisdictions. All necessary permits and/or approvals shall be obtained prior to the City issuing any permits. If permits are not required, a letter stating so shall be submitted to the City as part of the record.

54. Trees and vegetation shall be trimmed according to Section 8.12 of the Sebastopol Municipal Code. Trees and shrubs shall be kept trimmed so that the lowest branches projecting over public properties provide a clearance of not less than eight (8) feet over sidewalks and not less than twelve (12) feet over streets.

Fire Department. Standard Conditions of Approval:

55. The address shall be posted in accordance with requirements of the California Building Code and California Fire Code. The Fire Chief shall review and approve all requests for new addresses. Inspection and signoff of address posting shall be coordinated through Building Department.

56.Smoke and CO detectors shall be installed in accordance with the California Building Code. Final inspection and signoff of smoke detectors shall be coordinated through Building Department.

57. Noncombustible roofing shall be provided for:
a. All new roofs shall be non-combustible.
b. Roof Repairs or replacement:
i. Less than 25% - no requirement
ii. 25Hr to 50% - Class C minimum
iii. 50% or more — Non-Combustible
c. In no case shall the roofing material used to be less fire resistive than the existing roof.

NOTE: A "noncombustible" roof is a Class A roof (for other than Group R Occupancies, a Class A or Class A assembly) as defined in the California Building Code and approved by the Building Department.

58. Prior to occupancy, a spark arrester shall be installed on the chimney(s) 3/8" mesh minimum.

Building Department Standard Conditions of Approval:

59. All construction shall comply with all applicable Title 24 Codes in effect at the time of building permit submittal. It is the responsibility of the designer(s) to ensure that all applicable Title 24 codes, as well as any applicable Sebastopol Municipal Codes are incorporated into the design.

60. The project shall comply with the Green Building regulations contained in the Sebastopol Municipal Code that are in effect at the time of building permit submittal.

END OF STANDARD CONDITIONS OF APPROVAL

PARCEL: 004-670-022000
333 NORTH MAIN STREET
SEBASTOPOL, CA 95472
PROJECT ADDRESS:

ASSESSOR'S PARCEL NO.

OWNER:

GOVERNING AGENCY:

SCOPE OF WORK:

GOVERNING CODES:

OCCUPANCY
GROUP:

CONSTRUCTION TYPE:
004-670-022000

HABITAT FOR HUMANITY OF SONOMA COUNTY
1201 PINER ROAD, SUITE 500
SANTA ROSA, CA 95402

CITY OF SEBASTOPOL PLANNING DEPARTMENT
7120 BODEGA AVENUE
SEBASTOPOL, CA 95472

CITY OF SEBASTOPOL ZONING ORDINANCE
2019 CALIFORNIA BUILDING CODE
THE PROJECT AT 333 NORTH MAIN STREET CONSISTS OF
(4) THREE BEDROOM, TWO STORY TOWNHOUSES WITH
(4) ONE CAR GARAGES. THE FRONT ENTRANCES TO THE

TOWNHOUSES WILL INCLUDE COVERED PORCHES

FACING NORTH MAIN STREET AND EACH TOWNHOUSE

WILL HAVE A PRIVATE PATIO AT THE REAR OF THE
TOWNHOUSE. THE GARAGES WILL BE ACCESSED FROM

A DRIVEWAY THAT IS EXISTING AT THE NORTH EDGE OF
THE PROPERTY. THE SITE IMPROVEMENTS WILL INCLUDE

A RETAINING WALL, GRADING, LANDSCAPING,
PATIOS, WALKWAYS AND UTILITIES. THE TOWNHOUSES

WILL BE PRIVATELY OWNED SINGLE FAMILY
RESIDENCES.

RESIDENTIAL, R-3 PER CRC
V-B
ALLOWABLE BLDG AREA:

ACTUAL BLDG AREA:

SITE AREA:

NUMBER OF STORIES:

MAX BUILDING HEIGHT ALLOWED:

PARKING REQUIRED:

RESIDENTIAL, R-3 PER CRC UNLIMITED
3,924 S.F.
2,600 S.F.
6,524 S.F.

FIRST FLOOR

SECOND FLOOR

TOTAL BUILDING AREA
7,286 S.F.
2 40 FT
FLOOR AREA RATIO:

0.89 ZONING: CD
LOT COVERAGE:
70%
ACTUAL BUILDING HEIGHT:
23 FT
8 SPACES
PARKING PROVIDED:
4 SPACES
REQUIRED SETBACKS (PRIMARY BUILDING):

FRONT - 0 FT
SIDE - 0 FT
REAR - 5 FT
REQUIRED SETBACKS (ACCESSORY BUILDING):

FRONT - 0 FT
SIDE - 0 FT
REAR - 3 FT
PROPOSED SETBACKS (PRIMARY BUILDING):

FRONT - 5 FT
SIDE - 5 FT
REAR - 16.5 FT
PROPOSED SETBACKS (ACCESSORY BUILDING):

FRONT - 5 FT
SIDE - 1.5 FT
REAR - 9 FT
FLOOR AREA RATIO WITH EASEMENT AREAS DEDUCTED:

1.09 SITE AREA WITH EASEMENT AREAS DEDUCTED:
5,994 S.F.

ARCHITECTURE

JEFF KATZ ARCHITECTURE
200 E STREET
SANTA ROSA, CA 95404
(707) 544-3920 / (707) 544-2514 (FAX)
Contact: Jeff Katz, AIA
[email protected]
Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

NOT FOR

CONSTRUCTION

CONCEPTUAL

PLANNING
REVIEW
07/16/21

DESIGN REVIEW

DESIGN REVIEW

RESUBMITTAL
10/15/21
01/10/22

NOT FOR

CONSTRUCTION
PROJECT:

SHEET NUMBER:
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com

TITLE SHEET
210401
T-1
JB
JK
SC

SEBASTOPOL

TOWNHOUSES

SONOMA COUNTY

HABITAT FOR HUMANITY
333 NORTH MAIN STREET
SEBASTOPOL, CA 95472

PROJECT DATA LEGAL DESCRIPTION

PROJECT TEAM

LOCATION MAP VICINITY MAP

SONOMA COUNTY HABITAT FOR HUMANITY

SEBASTOPOL TOWNHOUSES
333 NORTH MAIN STREET, SEBASTOPOL, CA 95472
No. Description
T-1 TITLE SHEET
C1.00 SITE PLAN
C1.0 PROJECT INFO
C1.1 OVERALL SITE PLAN
C2.0 PRELIMINARY GRADING, DRAINAGE, & UTILITY PLAN
C2.1 SITE SECTIONS
C3.0 DETAILS
L1.0 PRELIMINARY LANDSCAPE PLAN
A1.1 SITE PLAN
A1.2 EXISTING SITE PHOTOGRAPHS
A2.1 FIRST AND SECOND FLOOR PLANS
A2.2 ENLARGED PLANS
A2.3 ROOF PLAN
A3.1 EXTERIOR ELEVATIONS
A3.2 SCHEMATIC RENDERINGS
A4.1 BUILDING SECTIONS

SHEET INDEX
333

5.00' PUBLIC UTILITY EASEMENT PER CYPRESS HILL SUBDIVISION BOOK 504 MAP 09 WM
WM
WM PROPOSED TOWNHOUSE #4 FF 95.50 PROPOSED TOWNHOUSE #3 FF 96.50 PROPOSED TOWNHOUSE #2 PROPOSED FF 96.50 TOWNHOUSE #1 FF 97.50 PROPSOED GARAGE FS 98.50 PROPSOED GARAGE FS 97.50 PROPSOED GARAGE FS 96.50 PROPSOED GARAGE FS 95.50 95 95
100
100
105 92
92 93
93 94
94 96 96 97
97 98
98 99
99 101
101
102
103
104
106
93 92
94 100
99 101
96 97
98 99
95 96 97
100
100
105
98 98
99 99
101
101
102
103
104
106
94 94
93 94
93 94 9293
94 106 107 EX ELECTRICAL VAULT EX ELECTRICAL VAULT EX SIDEWALK TREE WELL EXCOMMUNICATION VAULT NORTH MAIN STREET 8.98' RETAINING WALL EASEMENT PER CYPRESS HILL SUBDIVISION BOOK 504 MAP 09

EX PRIVATE DRIVEWAY

EX PRIVATE DRIVEWAY EX RETAINING WALL EX RETAINING WALL 95 96

GB, TYP

GB, TYP
GB, TYP EX SIDEWALK TREE WELL METER AND SERVICE LATERAL PER W-5.1 DUAL METER AND SERVICE LATERAL PER W-5.2 METER AND SERVICE LATERAL PER W-5.1 SANITARY SEWER CLEANOUT AND SERVICE LATERAL PER S4.1, TYP.

TREE TO BE REMOVED, TYP
PROPOSED RETAINING WALL, TYP PROPOSED VALLEY GUTTER PROPOSED PORCH PROPOSED PORCH PROPOSED PORCH PROPOSED PORCH PROPOSED PATIO PROPOSED PATIO PROPOSED PATIO PROPOSED PATIO PROPOSED CONTOURS, TYP APPROXIMATE LOCATION OF EX SEWER MAIN APPROXIMATE LOCATION OF EX WATER MAIN 5.00' RETAINING WALL EASEMENT PER CYPRUSS HILL SUBDIVISION BOOK 504 MAP 09 of 5 Job: Sheet: Scale: Drawn: Date: APN: Permit #:

BC ENGINEERING GROUP, INC.

CIVIL ENGINEERING & LAND PLANNING
www.bcengineeringgroup.com
Phone: 707.542.4321
SANTA ROSA OFFICE:
418 B Street, Third Floor, Santa Rosa CA 95401
UKIAH OFFICE:
603 S. State Street, Ukiah CA 95482
12/23/2021 2157-21 TSL / EK / JAB AS SHOWN 004-670-022

HABITAT FOR HUMANITY SONOMA COUNTY

C/O JEFF KATZ
333 NORTH MAIN STREET
SEBASTOPOL, CA 95472
S:\Clients\2157-21 Habitat for Humanity - 333 N. Main Street, Sebastopol, CA\CAD\Civil Engineering\2157-21 Site Plan.dwg Trevor Plotted by 12/27/2021 2:07 PM C1.0 NOT FOR CONSTRUCTION ----
REV. DESCRIPTION BY DATE PRELIMINARY
1 SITE PLAN 1 inch = ft ( IN FEET ) GRAPHIC SCALE N
0 5
5 10 NOTE: GAS AND ELECTRIC CONNECTIONS TO BE COORDINATED BY PG&E of 1 12/27/2021 TSL PR2-EC7 IN)2R0A7I2N PROJECT ADDRESS: 333 NORTH MAIN STREET SEBASTOPOL, CA 95472 OWNER/DEVELOPER: HABITAT FOR HUMANITY SONOMA COUNTY C/O JEFF KATZ 200 EAST STREET SANTA ROSA, CA 95404 (619)698-9177 CIVIL ENGINEER: THOMAS J. BILLETER, P.E. BC ENGINEERING GROUP, INC. 418 B STREET, THIRD FLOOR SANTA ROSA, CA 95401 (707) 542-4321 LANDSCAPE ARCHITECT: STEVE KOVANIS, P.L.A. BC ENGINEERING GROUP, INC. 418 B STREET, THIRD FLOOR SANTA ROSA, CA 95401 (707) 542-4321 ARCHITECT: JEFF KATZ JEFF KATZ ARCHITECTURE 200 E STREET SANTA ROSA, CA 95404 707-544-3920 SURVEYOR: RAY CARLSON AND ASSOCIATES, INC 411 RUSSELL AVENUE SANTA ROSA, CA 95403 (707) 528-7649 AREA: 0.17 ACRES C1.00

of
5 Job: Sheet: Scale: Drawn: Date: APN: Permit #:

BC ENGINEERING GROUP, INC.

CIVIL ENGINEERING & LAND PLANNING
www.bcengineeringgroup.com
Phone: 707.542.4321
SANTA ROSA OFFICE:
418 B Street, Third Floor, Santa Rosa CA 95401
UKIAH OFFICE:
603 S. State Street, Ukiah CA 95482 12/27/2021 2157-21 TSL / EK / JAB AS SHOWN 004-670-022

HABITAT FOR HUMANITY SONOMA COUNTY

C/O JEFF KATZ
333 NORTH MAIN STREET
SEBASTOPOL, CA 95472
S:\Clients\2157-21 Habitat for Humanity - 333 N. Main Street, Sebastopol, CA\CAD\Civil Engineering\2157-21 Project Info.dwg Trevor Plotted by 12/27/2021 2:08 PM C1.0 NOT FOR CONSTRUCTION ---- REV. DESCRIPTION BY DATE PRELIMINARY
1 PROJECT INFO ASSESSORS PARCEL MAP NTS VICINITY MAP NTS SITE SITE LEGEND EXISTING PROPOSED DEFINITION PROPERTY LINE ROAD CENTERLINE ELECTRICAL (UNDERGROUND) ELECTRICAL (OVERHEAD WIRE) GAS LINE GATE VALVE HYDRANT PIPE CAP POINT OF COORDINATION SANITARY SEWER PIPE STORM WATER DRAIN PIPE STREET LIGHT SUB-DRAIN WATER LINE BUILDING OVERHEAD DAYLIGHT LINE DRAINAGE SWALE FLOW LINE EDGE OF PAVEMENT FENCE FEATURE TO BE REMOVED FIBER ROLL GRADE BREAK LIMITS OF DISTURBANCE RETAINING WALL ROADSIDE SIGN SAWCUT TREE TO BE REMOVED CONCRETE ROCK DISSIPATER/RIP RAP A%%REVIA7I2N6 & AND @ AT ℄ CENTERLINE ° DEGREE Ø DIAMETER # NUMBER // PARALLEL % PERCENT ^ PERPENDICULAR ± PLUS OR MINUS AB AGGREGATE BASE AC ASPHALT CONCRETE AD AREA DRAIN ADDL ADDITIONAL AFF ABOVE FINISHED FLOOR AG AGGREGATE ALT ALTERNATE ANCH ANCHOR APN ASSESSOR'S PARCEL NUMBER APPROX APPROXIMATE ARCH ARCHITECT / ARCHITECTURAL AVG AVERAGE BC BEGIN CURVE BD BELOW DECK BFF BELOW FINISHED FLOOR BLDG BUILDING BLK BLOCK BLKG BLOCKING BM BENCHMARK BOF BOTTOM OF FOOTING BOT BOTTOM BRG BEARING BSL BUILDING SETBACK LINE BT BEGIN TRANSITION BTWN BETWEEN BW BOTTOM OF WALL CIP CAST IN PLACE CB CATCH BASIN CBC CALIFORNIA BUILDING CODE CL CENTERLINE CLR CLEAR CMU CONCRETE MASONRY UNIT CONC CONCRETE CONN CONNECTION CONST CONSTRUCTION CONT CONTINUOUS CPC CALIFORNIA PLUMING CODE CPP CORRUGATED PLASTIC PIPE CRC CALIFORNIA RESIDENTIAL CODE CTR CENTER CY CUBIC YARD D DEPTH DBL DOUBLE DI DROP INLET DIA DIAMETER DIAG DIAGONAL DIM DIMENSION DIST DISTANCE DL DAYLIGHT DN DOWN DS DOWNSPOUT DWG DRAWING EA EACH EC END CURVE EE EACH END EF EACH FACE EG EXISTING GROUND EL or ELEV ELEVATION ELEC ELECTRICAL EN EDGE NAILING EP EDGE OF PAVEMENT EQPT EQUIPMENT EQ EQUAL ES EACH SIDE ESMT EASEMENT ET END TRANSITION EW EACH WAY EX or (E) EXISTING EXC EXCAVATION / EXCAVATE EXT EXTERIOR FC FACE OF CURB FD FLOOR DRAIN FDN FOUNDATION FF FINISH FLOOR FG FINISH GRADE FIN FINISH FL FLOWLINE FLR FLOOR FO FACE OF FOW FACE OF WALL FS FINISHED SURFACE FT FOOT / FEET GB GRADE BREAK OR GRAVEL BASIN GR GRATE GRD GRADE GRND GROUND HDPE HIGH DENSITY POLYETHYLENE HORIZ HORIZONTAL HP HIGH POINT HT HEIGHT HWY HIGHWAY ID INSIDE DIAMETER IG INVERT GRADE IN INCH INT INTERIOR INV INVERT IJ "I" JOIST JST JOIST JT JOINT TRENCH L LENGTH LAT LATERAL LF LINEAL FOOT LGW LIMITS OF GRADING WORK MAX MAXIMUM ME MATCH EXISTING MIN MINIMUM MISC MISCELLANEOUS MO MASONRY OPENING MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (N) NEW NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OF OUTSIDE FACE OH OVERHEAD OPNG OPENING OPP OPPOSITE ORIG ORIGINAL (P) PROPOSED PCC POINT OF COMPOUND CURVE PL PROPERTY LINE POC POINT OF CURVATURE PRC POINT OF RETURN CURVE PUE PUBLIC UTILITY EASEMENT PVC POLYVINYLCLORIDE PVMT PAVEMENT R or RAD RADIUS RC RELATIVE COMPACTION REF REFERENCE REINF REINFORCING REQD REQUIRED RO ROUGH OPENING ROW RIGHT OF WAY RT RIGHT RWD REDWOOD S SLOPE SAD SEE ARCHITECTURAL DRAWINGS SB SOLID BLOCK SC SPIRAL CURVE SCD SEE CIVIL DRAWINGS SCH SCHEDULE SD STORM DRAIN SDCO STORM DRAIN CLEANOUT SDE STORM DRAIN EASEMENT SDMH STORM DRAIN MANHOLE SED SEE ELECTRICAL DRAWINGS SF SQUARE FEET SG SUBGRADE SHT SHEET SHTG SHEATHING SIM SIMILAR SLAD SEE LANDSCAPE ARCHITECTS' DRAWINGS SMD SEE MECHANICAL DRAWINGS SO SIDE OPENING SPEC SPECIFICATION SPD SEE PLUMBING DRAWINGS SQ SQUARE SS SANITARY SEWER SSCO SANITARY SEWER CLEANOUT SSMH SANITARY SEWER MANHOLE STA STATION STD STANDARD STRUC STRUCTURAL SWE SIDEWALK EASEMENT SYM SYMMETRICAL T&B TOP AND BOTTOM TB TOP OF BANK TC TOP OF CONCRETE TCC TOP OF CONCRETE CURB TD TRENCH DRAIN TG TOP OF GRATE THK THICK TOF TOP OF FOOTING TOS TOP OF STEEL / TOP OF STRUCTURE TOT TOTAL TP TOP OF PAVEMENT TW TOP OF WALL TYP TYPICAL UNO UNLESS NOTED OTHERWISE VC VERTICAL CURVE VERT VERTICAL VIF VERIFY IN FIELD W WATER / WIDTH W/ WITH W/O WITHOUT YD, YDS YARD, YARDS Z DITCH SIDE SLOPE PRELI0INAR< EAR7+:2R. 6800AR< CUT = 560 CY FILL = 20 CY NET = 540 CY (CUT/FILL) DISTURBED AREA = 0.19 ACRES WDID # NA EXACT SHRINKAGE, CONSOLIDATION AND SUBSIDENCE FACTORS AND LOSSES DUE TO CLEARING OPERATIONS ARE NOT INCLUDED. ESTIMATED EARTHWORK QUANTITIES AREA BASED ON THE DIFFERENCE BETWEEN EXISTING GROUND AND PROPOSED FINISH GROUND AND COULD VARY ACCORDING TO THESE FACTORS. CONTRACTOR SHALL CONFIRM EXISTING TOPOGRAPHY, SHALL REVIEW THE SITE AND THE GEOTECHNICAL REPORT(S), AND SHALL PERFORM AN INDEPENDENT QUANTITY TAKEOFF AND BID ACCORDINGLY. PR2-EC7 IN)2R0A7I2N PROJECT ADDRESS: 333 NORTH MAIN STREET SEBASTOPOL, CA 95472 OWNER/DEVELOPER: HABITAT FOR HUMANITY SONOMA COUNTY C/O JEFF KATZ 200 EAST STREET SANTA ROSA, CA 95404 (619)698-9177 CIVIL ENGINEER: THOMAS J. BILLETER, P.E. BC ENGINEERING GROUP, INC. 418 B STREET, THIRD FLOOR SANTA ROSA, CA 95401 (707) 542-4321 LANDSCAPE ARCHITECT: STEVE KOVANIS, P.L.A. BC ENGINEERING GROUP, INC. 418 B STREET, THIRD FLOOR SANTA ROSA, CA 95401 (707) 542-4321 ARCHITECT: JEFF KATZ JEFF KATZ ARCHITECTURE 200 E STREET SANTA ROSA, CA 95404 707-544-3920 SURVEYOR: RAY CARLSON AND ASSOCIATES, INC 411 RUSSELL AVENUE SANTA ROSA, CA 95403 (707) 528-7649 AREA: 0.17 ACRES N PRELI0INAR< GRADING AND DRAINAGE DRA:ING6 )2R +A%I7A7 )2R +80ANI7< 62N20A C28N7<  N2R7+ 0AIN 67REE7 6E%A672P2L CA  APN
 6+EE7 INDE; C1.0 PROJECT INFO C1.2 OVERALL SITE PLAN C2.0 PRELIMINARY GRADING, DRAINAGE, & UTILITY PLAN C2.1 SITE SECTIONS C3.0 DETAILS BENCHMARK NOTE: DESCRIPTION OF BENCHMARK:#3 RABAR AND RED CAP - POINT 5000 ASSUMED ELEVATION: 94.89 FEET CONTOUR INTERVAL = 1 FOOT 68RVE< N27E P8RP26E 67A7E0EN7 THE PURPOSE OF THIS PROJECT IS TO PROVIDE PRELIMINARY GRADING AND DRAINAGE IMPROVEMENTS FOR NEW RESIDENTIAL UNITS AND ASSOCIATED GARAGES TO SUPPORT A DESIGN REVIEW SUBMITTAL.

WM WM WM NORTH MAIN STREET APN: 004-670-022 APN: 004-670-017 APN: 004-670-021 APN: 004-051-025 APN: 004-241-030 APN: 004-241-008 APN: 004-051-052 APN: 004-670-023 PROPERTY LINE, TYP APPROXIMATE LOCATION OF ADJOINING PROPERTY LINE, TYP TOWNHOUSE #1 FF 97.50 TOWNHOUSE #2 FF 96.50 TOWNHOUSE #3 FF 96.50TOWNHOUSE #4 FF 95.50 GARAGE FF 97.50 GARAGE FF 96.50 GARAGE FF 95.50 GARAGE FF 98.50 EX EDGE OF PAVEMENT PROPOSED RETAINING WALL, TYP BENCHMARK EXISTING ACCESS DRIVEWAY PROPSOED DRIVEWAYS EXISTING DRIVEWAY 8.98' of 5 Job: Sheet: Scale: Drawn: Date: APN: Permit #:

BC ENGINEERING GROUP, INC.

CIVIL ENGINEERING & LAND PLANNING
www.bcengineeringgroup.com
Phone: 707.542.4321
SANTA ROSA OFFICE:
418 B Street, Third Floor, Santa Rosa CA 95401
UKIAH OFFICE:
603 S. State Street, Ukiah CA 95482 12/27/2021 2157-21 TSL / EK / JAB AS SHOWN 004-670-022

HABITAT FOR HUMANITY SONOMA COUNTY

C/O JEFF KATZ
333 NORTH MAIN STREET
SEBASTOPOL, CA 95472
S:\Clients\2157-21 Habitat for Humanity - 333 N. Main Street, Sebastopol, CA\CAD\Civil Engineering\2157-21 Overall Site Plan.dwg Trevor Plotted by 12/27/2021 2:08 PM C1.1 NOT FOR CONSTRUCTION ---- REV. DESCRIPTION BY DATE
PRELIMINARY 2
OVERALL SITE PLAN 1 inch = ft ( IN FEET ) GRAPHIC SCALE 10N 0 10 20 16.57' 5.45' 8.01'

5.00' PUBLIC UTILITY EASEMENT PER CYPRESS HILL SUBDIVISION BOOK 504 MAP 09 WM
WM
WM
BC2.1
BC2.1
CC2.1
CC2.1
DC2.1
DC2.1
EC2.1
EC2.1
FC2.1
FC2.1 PROPOSED TOWNHOUSE #4 FF 95.50 PROPOSED TOWNHOUSE #3 FF 96.50 PROPOSED TOWNHOUSE #2 PROPOSED FF 96.50 TOWNHOUSE #1 FF 97.50 PROPSOED GARAGE FS 98.50 PROPSOED GARAGE FS 97.50 PROPSOED GARAGE FS 96.50 PROPSOED GARAGE FS 95.50 FG/HP 99.00 FS98.29 FS97.29 FS96.29 FS95.29 1.0%1.0% 1.0% 1.0% 1.0% 1.0% 1.0% 1.0% FS/ME 94.09 FS/ME 93.97 FS/ME 93.71 FS/ME 93.60 FS/ME 93.28 FS/ME 93.18 FS/ME 92.97 FS/ME 92.82 FS/ME 92.52 FS/ME 92.46

2.0%

2.0%

2.0%

2.0% FS 95.40 FS 96.40 FS 96.40 FS 97.40 PROPOSED PORCH FS 95.50 PROPOSED PORCH FS 96.50 PROPOSED PORCH FS 96.50 PROPOSED PORCH FS 97.50 FS 96.50 FS 95.50 FS 96.50 FS 97.50 FS 96.27 FS 96.30 FS 95.30 FS96.46 FG/HP 96.35 FG/HP 96.30 FG/HP 95.40 FG/HP 105.95 FG 98.53 FG 98.42 FG 98.25 FG 97.84 FG 97.80 FG 97.06 FG 96.97 FG 96.11 FG 95.92 FG96.14 FG98.17 FG100.95 FG102.75 FG105.90

2.0%

2.0%

2.0%

0.4%

2.0%

2.0% 1.0%

0.5%

2.0% 1.0% DI1212 GR 95.87 IG 94.37 FS 96.25 FS 96.25 FS 97.25 FS 98.25 FS 95.25 FS 95.25FS 97.25FS 98.25 FS 95.23 FS 96.15FS 96.23 FS 97.15FS 97.23 FS 98.16FS 98.23 FS 95.15 FS/ME 95.65 FS/ME 99.28 FS 99.12 FS 98.34 FS 97.30 FS 96.15 FS 95.31 FS 95.45 FS 95.50 8" AD GR 96.23 IG 94.73 FG95.25 FG95.15 BW 95.35 BW 96.23 TW96.75 TW106.50 TW98.75 TW101.50 TW 103.25 TW106.25 BW95.30 BW95.44 BW96.28 BW 96.21 TW97.00 FS 95.48 FG/HP 94.30 FG/HP 94.00 FG/HP 94.50 FG/HP 93.50 FG93.17 FG92.48 FG93.66 FG93.75 FG93.25 FG 92.85 FG/IG 93.03 FG/IG 91.86 FG/IG 92.21 FG/IG 92.73 FG/IG 93.30 FG/IG 93.66 FG/IG 92.79 IG93.17 IG93.53 IG 93.65 19 LF 4" SD s=0.019 21 LF 6" SD s=0.030 IG 93.75 17 LF 6" SD s=0.012 12 LF 6" SD s=0.010 FG95.10 36 LF 6" SD s=0.010 5 LF 6" SD s=0.028 7 LF 6" SD s=0.010 IG 93.18 95 95
100
100
105 92
92 93
93 94
94 96 96 97
97 98
98 99
99 101
101
102
103
104
106
93 92
94 100 99
101
96 97
98 99
95 96 97
100
100
105
98 98
99 99
101
101
102
103
104
106 FS97.37 FS 97.30 FS96.31 FS 97.30
94 94
93 94
93 94 9293
94 106 107 EX ELECTRICAL VAULT EX ELECTRICAL VAULT EX SIDEWALK TREE WELL EXCOMMUNICATION VAULT SAWCUT, TYP SAWCUT, TYP NORTH MAIN STREET FS96.27 FS98.50 FS 98.45 FS98.50 FS97.45

2.0% 8.98' RETAINING WALL EASEMENT PER CYPRESS HILL SUBDIVISION BOOK 504 MAP 09 5.00' RETAINING WALL EASEMENT PER CYPRUSS HILL SUBDIVISION BOOK 504 MAP 09 FG/HP 94.12

EX PRIVATE DRIVEWAY

EX PRIVATE DRIVEWAY EX RETAINING WALL EX RETAINING WALL FS96.39 FS 97.22 95 96 VG C3.0 FS 96.29 FS 96.20 FS 95.93 FS 95.75 FS 95.40 GB, TYP GB, TYP GB, TYP 1 2
1 2
1 2
1 2
1 2
1 2
1 2
3 1
2 4
4 4
4 4
4 GB C3.0 TYP SDO C3.0 TYP ST C3.0 CD C3.0 TYP CWC3.0 TYP DSB C3.0 DI1212 GR 95.15 IG 93.25 EX SIDEWALK TREE WELL FS95.44 FS99.25 SIDEWALK DRAIN PER SD-4.1, TYP METER AND SERVICE LATERAL PER W-5.1 DUAL METER AND SERVICE LATERAL PER W-5.2 METER AND SERVICE LATERAL PER W-5.1 SANITARY SEWER CLEANOUT AND SERVICE LATERAL PER S4.1, TYP 5 TYP
AC2.1
AC2.1 12.3% 10.7% 9.3% 10.1% FS97.60 FS98.54 FS96.49FS 96.70FS 97.66 APPROXIMATE LOCATION OF EX SEWER MAIN APPROXIMATE LOCATION OF EX WATER MAIN of 5 Job: Sheet: Scale: Drawn: Date: APN: Permit #:

BC ENGINEERING GROUP, INC.

CIVIL ENGINEERING & LAND PLANNING
www.bcengineeringgroup.com
Phone: 707.542.4321
SANTA ROSA OFFICE:
418 B Street, Third Floor, Santa Rosa CA 95401
UKIAH OFFICE:
603 S. State Street, Ukiah CA 95482 12/27/2021 2157-21 TSL / EK / JAB AS SHOWN 004-670-022

HABITAT FOR HUMANITY SONOMA COUNTY

C/O JEFF KATZ
333 NORTH MAIN STREET
SEBASTOPOL, CA 95472
S:\Clients\2157-21 Habitat for Humanity - 333 N. Main Street, Sebastopol, CA\CAD\Civil Engineering\2157-21 Grading and Drainage Plans.dwg Trevor Plotted by 12/27/2021 2:08 PM C2.0 NOT FOR CONSTRUCTION ---- REV. DESCRIPTION BY DATE PRELIMINARY
3 PRELIMINARY GRADING, DRAINAGE, & UTILITY PLAN 1 inch = ft ( IN FEET ) GRAPHIC SCALE N 0 5
5 10 KEYNOTES: VERIFY STRUCTURAL SECTION WITH ARCHITECT, STRUCTURAL ENGINEER, AND GEOTECHNICAL ENGINEER COORDINATE DOWNSPOUT LOCATIONS WITH ARCHITECTURAL DRAWINGS. RAINLEADERS SHOWN FOR REFERENCE ONLY. COORDINATE LOCATION WITH ARCHITECT. ALL DOWNSPOUTS SHALL BE CONNECTED TO PIPING NETWORKS OF AT LEAST 3” IN DIAMETER. DISCHARGE LOCATIONS OF THESE PIPE NETWORKS SHALL BE LOCATED TO PREVENT STORMWATER FROM MIGRATING TO FOUNDATIONS, SENSITIVE AREAS, AND AREAS OF EROSION POTENTIAL. PROPER ENERGY DISSIPATION DEVICES SHALL BE INSTALLED AT DISCHARGE LOCATIONS FOUNDATION DRAINS PER STRUCTURAL AND/OR GEOTECHNICAL RECOMMENDATIONS. ALL FOUNDATION DRAINS AND SUBDRAINS SHALL DISCHARGE SEPARATELY FROM ALL SURFACE STORM DRAIN INFRASTRUCTURE AND PIPES. STORM DRAIN PIPE SHALL BE PVC OR HDPE. (MEETING CALTRANS SEC. 64 SPECIFICATIONS) MAINTAIN A MIN SLOPE OF 5.0% AWAY FROM PROPOSED STRUCTURES ALL PROPOSED RETAINING WALLS AND RETAINING WALL DRAINS SHALL BE CONSTRUCTED PER STRUCTURAL AND GEOTECHNICAL RECOMMENDATIONS AND SPECIFICATIONS 12 34 8" AD STORM DRAIN SCHEDULE STORM DRAIN PIPE SHALL BE PVC OR HDPE. (MEETING CALTRANS SEC. 64 SPECIFICATIONS). ALL SUBDRAINS TO OUTLET SEPARATE FROM SURFACE STORM DRAIN NETWORK 8" AREA DRAIN, NDS PIPE GRATE MODEL SKU #20 OR EQUIVALENT FOUNDATION SUBDRAINS, UNDERSLAB SUBDRAINS, AND BACK OF WALL SUBDRAINS PER GEOTECH'S RECOMMENDATION DI1212 OLDCASTLE MODEL DI1212 OR EQUIVALENT IF NO DOWNSPOUT CONNECTIONS ARE ILLUSTRATED WITHIN THIS PLAN SET, ALL DOWNSPOUTS MUST BE CONNECTED TO SOLID PIPES AND ROUTED AWAY FROM ALL FOUNDATIONS5 NOTE: GAS AND ELECTRIC CONNECTIONS TO BE COORDINATED BY PG&E

B--
B--
C--C--
D--D--
E--E--
F--F--
95 95
100
100
105 92
92 93
93 94
94 96 96
97 9798
98 99
99 101
101
102
102
103
104
106
A--
A-- 8090 100 110 8090100 110 0+00 EG 97.4
FG
EG 96.1
FG 96.24 0+25
EG 96.2
FG 97.50 0+50
EG 96.6
FG 96.50 0+75 1+00 EG 97.5
FG 96.50
EG 99.0
FG 95.50 1+25 1+40 EG 97.9
FG PROPOSED GARAGE FS 96.50 PROPOSED TOWNHOUSE #1 FF 97.50 PROPOSED TOWNHOUSE #2 FF 96.50 PROPOSED TOWNHOUSE #3 FF 96.50 PROPOSED TOWNHOUSE #4 FF 95.50 VG C3.0 GB PROPOSED RETAINING WALL 8090 100 110 8090100 110 0+00 EG 102.0 FG
EG 97.4
FG 97.40 0+25
EG 95.7
FG 95.40 0+50
EG 94.2
FG 0+75 0+85 EG 93.7
FG PROPOSED GARAGE FS 98.50 PROPOSED GARAGE FS 97.50 PROPOSED GARAGE FS 96.50 PROPOSED GARAGE FS 95.50 GB GB EX RETAINING WALL 8090 100 110 8090100 110 0+00 EG 102.5 FG
EG 97.6
FG 97.49 0+25
EG 95.9
FG 97.50 0+50
EG 93.7
FG 0+75 0+85 EG 93.3
FG PROPOSED TOWNHOUSE #1 FF 97.50 GBEX RETAINING WALL 8090 100 110 8090100 110 0+00 EG 102.9 FG
EG 97.3
FG 96.50 0+25
EG 96.3
FG 96.50 0+50
EG 93.2
FG 0+75 0+85 EG 92.8
FG PROPOSED TOWNHOUSE #2 FF 96.50 EX RETAINING WALL GB 8090 100 110 8090100 110 0+00 EG FG
EG 101.4
FG 95.49 0+25
EG 96.4
FG 95.50 0+50
EG 92.3
FG 0+75 0+85 EG 91.9
FG PROPOSED TOWNHOUSE #4 FF 95.50 EX RETAINING WALL PROPOSED RETAINING WALL GB 8090 100 110 8090100 110 0+00 EG 106.7 FG
EG 99.4
FG 96.50 0+25
EG 96.7
FG 96.50 0+50
EG 92.7
FG 0+75 0+85 EG 92.4
FG PROPOSED TOWNHOUSE #3 FF 96.50 EXRETAINING WALLPROPOSED RETAINING WALL of 5 Job: Sheet: Scale: Drawn: Date: APN: Permit #:

BC ENGINEERING GROUP, INC.

CIVIL ENGINEERING & LAND PLANNING
www.bcengineeringgroup.com
Phone: 707.542.4321
SANTA ROSA OFFICE:
418 B Street, Third Floor, Santa Rosa CA 95401
UKIAH OFFICE:
603 S. State Street, Ukiah CA 95482 12/27/2021 2157-21 TSL / EK / JAB AS SHOWN 004-670-022

HABITAT FOR HUMANITY SONOMA COUNTY

C/O JEFF KATZ
333 NORTH MAIN STREET
SEBASTOPOL, CA 95472
S:\Clients\2157-21 Habitat for Humanity - 333 N. Main Street, Sebastopol, CA\CAD\Civil Engineering\2157-21 Site Sections.dwg Trevor Plotted by 12/27/2021 2:08 PM C2.1 NOT FOR CONSTRUCTION ---- REV. DESCRIPTION BY DATE PRELIMINARY
4 SITE SECTIONS 1 inch = ft ( IN FEET ) GRAPHIC SCALE 10 N
0 10 20 6I7E 6EC7I2N AA HORIZONTAL SCALE: 1"=10' VERTICAL SCALE: 1"=10' 6I7E 6EC7I2N %% HORIZONTAL SCALE: 1"=10' VERTICAL SCALE: 1"=10' 6I7E 6EC7I2N CC HORIZONTAL SCALE: 1"=10' VERTICAL SCALE: 1"=10' 6I7E 6EC7I2N DD HORIZONTAL SCALE: 1"=10' VERTICAL SCALE: 1"=10' 6I7E 6EC7I2N EE HORIZONTAL SCALE: 1"=10' VERTICAL SCALE: 1"=10' 6I7E 6EC7I2N )) HORIZONTAL SCALE: 1"=10' VERTICAL SCALE: 1"=10' FOUNDATIONS SHOWN FOR REFERENCE ONLY, UNDER SEPARATE PERMIT SITE SECTION LEGEND FINISH GRADE EXISTING GRADE PROPERTY LINE .E< 0AP

of 5 Job: Sheet: Scale: Drawn: Date: APN: Permit #:

BC ENGINEERING GROUP, INC.

CIVIL ENGINEERING & LAND PLANNING
www.bcengineeringgroup.com
Phone: 707.542.4321
SANTA ROSA OFFICE:
418 B Street, Third Floor, Santa Rosa CA 95401
UKIAH OFFICE:
603 S. State Street, Ukiah CA 95482 12/27/2021 2157-21 TSL / EK / JAB AS SHOWN 004-670-022

HABITAT FOR HUMANITY SONOMA COUNTY

C/O JEFF KATZ
333 NORTH MAIN STREET
SEBASTOPOL, CA 95472
S:\Clients\2157-21 Habitat for Humanity - 333 N. Main Street, Sebastopol, CA\CAD\Civil Engineering\2157-21 Details.dwg Trevor Plotted by 12/27/2021 2:09 PM C3.0 NOT FOR CONSTRUCTION ---- REV. DESCRIPTION BY DATE PRELIMINARY
5 DETAILS NO SCALE VG 2.67-FT VALLEY GUTTER
℄/ 2.67' 1.33' AC PAVEMENT (TYP) 6" CL II AB 6" CLASS A PCC

1.5" 20' - 30'
3"-5" 6-12 FEET NOTES: 1. STRAW WATTLES ARE TUBES MADE FROM STRAW AND BOUND W/ BIO-DEGRADABLE WRAPPED NETTING. THEY ARE APPROXIMATELY 8" DIA AND 20 - 30 FT LONG. 2. STRAW WATTLES TRAP SEDIMENT AND REDUCE SHEET & RILL EROSION BY REDUCING SLOPE GRADIENT, INCREASING INFILTRATION RATES AND BY PRODUCING A FAVORABLE ENVIRONMENT FOR PLANT ESTABLISHMENT. 3. STRAW WATTLE INSTALLATION REQUIRES THE PLACEMENT AND SECURE STAKING OF THE WATTLE IN A TRENCH, 3" - 5" DEEP, DUG ON CONTOUR. RUNOFF MUST NOT BE ALLOWED TO RUN UNDER OR AROUND WATTLE. STRAW WATTLES (CONSTRUCTION SPECIFICATIONS) PREPARE SLOPE BEFORE THE WATTLING PROCEDURE IS STARTED. SHALLOW GULLIES SHOULD BE SMOOTHED AS WORK PROGRESSES. DIG SMALL TRENCHES ACROSS SLOPE ON CONTOUR, TO PLACE WATTLES IN. THE TRENCH SHOULD BE DEEP ENOUGH TO ACCOMMODATE HALF THE THICKNESS OF THE WATTLE. WHEN THE SOIL IS LOOSE AND UNCOMPACTED, THE TRENCH SHOULD BE DEEP ENOUGH TO BURY THE WATTLE 2/3 OF ITS THICKNESS BECAUSE THE GROUND WILL SETTLE. IT IS CRITICAL THAT WATTLES ARE INSTALLED PERPENDICULAR TO WATER MOVEMENT, PARALLEL TO THE SLOPE CONTOUR. START BUILDING TRENCHES AND INSTALL WATTLES FROM THE BOTTOM OF THE SLOPE AND WORK UP. CONSTRUCT TRENCHES AT CONTOUR INTERVALS OF THREE TO EIGHT FEET APART DEPENDING ON STEEPNESS OF SLOPE. THE STEEPER THE SLOPE, THE CLOSER TOGETHER THE TRENCHES. LAY THE WATTLE ALONG THE TRENCHES FITTING IT SNUGLY AGAINST THE SOIL. MAKE SURE NO GAPS EXIST BETWEEN THE SOIL AND THE STRAW WATTLE. USE A STRAIGHT BAR TO DRIVE HOLES THROUGH THE WATTLE AND INTO THE SOIL FOR THE WOODEN STAKES. DRIVE THE STAKE THROUGH THE PREPARED HOLE INTO THE SOIL. LEAVE ONLY ONE OR TWO INCHES OF STAKE EXPOSED ABOVE WATTLE. INSTALL STAKES AT LEAST EVERY FOUR FEET APART THROUGH WATTLE. ADDITIONAL STAKES MAY BE DRIVEN ON THE DOWNSLOPE SIDE OF THE TRENCHES ON HIGHLY EROSIVE OR VERY STEEP SLOPES. SEDIMENT, ORGANIC MATTER, AND NATIVE SEEDS ARE CAPTURED BEHIND THE WATTLES. INSPECT AND REMOVE ACCUMULATED MATERIAL AFTER EACH STORM EVENT. 1" X 1" STAKE OR REBAR @ 3'-4' 0.C. STRAW WATTLES MUST BE PLACED ALONG SLOPE CONTOURS STRAW WATTLES TIGHTLY ABUT NO SCALE ST STRAW WATTLE NOTES: 1. EMBED WATTLES 4" (100mm) INTO THE SOIL AND `KEY' WATTLES INTO THE SWALE BANKS. 2. POINT "A" MUST BE HIGHER THAN POINT "B". (SPILLWAY HEIGHT) 3. PLACE WATTLES PERPENDICULAR TO THE FLOW WITH ENDS TIGHTLY ABUTTING. 4. INSPECT AFTER EACH SIGNIFICANT STORM, MAINTAIN AND REPAIR PROMPTLY. POINT "B" POINT "A" FLOW
FLOW
FLOW PLAN VIEW LOOKING UPSTREAM PROFILE VIEW DRIVE STAKE 18"-24" (0.5-0.6m) USE TIE DOWN TO SECURE WATTLE NO SCALE CD STRAW WATTLE CHECK DAM (TYPE "ABOVE GRADE" WITH STRAW BALES) CONCRETE WASHOUT 10' MIN VARIES
4" 2" NOTE: 1. ACTUAL LAYOUT DETERMINED IN FIELD. 2. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30 FT. OF THE TEMPORARY CONCRETE WASHOUT FACILITY A A'
3' 3' PLAN STAPLE DETAIL SIGN DETAIL (OR EQUAL) SECTION A-A STAPLES (2 PER BALE) 10 MIL PLASTIC LINING BIDING WIRE WOOD OR METAL STAKES (2 PER BALE) NATIVE MATERIAL (OPTIONAL) PLYWOOD 48"x24" PAINTED WHITE BLACK LETTER 6" HEIGHT 0.5" LAG SCREWS WOOD POST 3"x3"x8' 10 MIL. PLASTIC LINING STRAW BALE (TYP) STAKE (TYP) 1/8" DIA STEEL WIRE NO SCALE CW CONCRETE WASHOUT (WM8) FLOW NOTES: 1. INLET SEDIMENT BARRIERS ARE TO BE USED FOR SMALL, NEARLY LEVEL DRAINAGE AREAS. (LESS THAN 5%.) 2. USE 1X4 WOOD OR EQUIVALENT METAL STAKES, (3 FT MIN LENGTH). 3. THE TOP OF THE FRAME (PONDING HEIGHT) MUST BE WELL BELOW THE GROUND ELEVATION DOWNSLOPE TO PREVENT RUNOFF FROM BY-PASSING THE INLET. A TEMPORARY DIKE MAY BE NECESSARY ON THE DOWNSLOPE SIDE OF THE STRUCTURE. 4. GRAVEL BAGS TO BE USED IN LIEU OF STRAW WATTLE AFTER PAVEMENT HAS BEEN INSTALLED. LESS THAN 5% SLOPE INLET A A SECTION A-A PLAN DRAIN GRATE STAKE (TYP) STRAW WATTLE PONDING HT OPTIONAL GRAVEL BAG, STAKE (TYP) SEE NOTE 4 NO SCALE DSB DROP INLET SEDIMENT BARRIER FLOW 45°FLOW PLAN
45° EX BACK OF SIDEWALK BACK OF CURB GRAVEL BAG TO BE PLACED SNUG AT CURB FACE, (TYP) EXCATCH BASIN EX CURB INLET EX LIP OF GUTTER GRAVEL BAG GRAVEL BAG NO SCALE GB GRAVEL BAG INLET SEDIMENT BARRIER L
1:1 MAX
1:1 MAX 1:1 MAX 1:1 MAX 1:1 MAX PIPE CL 4d d/2 1.5 d 5d 7d d d d
3d
d/2
d/2
d 5d PLAN VIEW ELEVATION VIEW NOTE: PLACE ROCK PER CALTRANS SECTION 72 METHOD B, (CLASS NO 1) USE CLASS NO 2 FOR BIGGER PIPE & HIGHER FLOW VELOCITY CUT PIPE TO CONFORM TO SLOPE NO SCALE SDO ROCK RIP-RAP STORM DRAIN OUTLET DETAIL

GARAGE
FF = 95.5
GARAGE
FF = 96.5
GARAGE
FF = 97.5
GARAGE
FF = 98.5

DRIVEWAY

NORTH MAIN STREET
TOWNHOUSE #1
3 BR / 1.5 BATH / 1350 S.F.

FF = 97.5
TOWNHOUSE #2
3 BR / 1.5 BATH / 1350 S.F.

FF = 96.5
TOWNHOUSE #3
3 BR / 1.5 BATH / 1350 S.F.

FF = 96.5
TOWNHOUSE #4
3 BR / 1.5 BATH / 1350 S.F.

FF = 95.5
PATIO

PATIO PATIO
PATIO
PORCH

PORCH PORCH
PORCH

EXISTING BUILDING EXISTING BUILDING

RETAINING WALL EASEMENT

EXISTING RETAINING
WALL

NEW RETAINING WALL

EXISTING DROP INLET

DRIVEWAY

UTILITIES EASEMENT

SIDEWALK

EXISTING DROP INLET

EXTERIOR STAIRS
Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

NOT FOR

CONSTRUCTION

CONCEPTUAL

PLANNING
REVIEW
07/16/21

DESIGN REVIEW

DESIGN REVIEW

RESUBMITTAL
10/15/21
01/10/22

NOT FOR

CONSTRUCTION
PROJECT:

SHEET NUMBER:
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com

SITE PLAN
210401
A1.1
JB
JK
SC

SEBASTOPOL

TOWNHOUSES

SONOMA COUNTY

HABITAT FOR HUMANITY
333 NORTH MAIN STREET
SEBASTOPOL, CA 95472
A1.1 SCALE: 1" = 10'-0"
D1 SITE PLAN

1. 2.

3. 4.

5. 6.

7. 8.

9. VIEW FROM NORTHWEST CORNER OF SITE LOOKING SOUTHEAST.

VIEW FROM NORTHWEST SIDE OF SITE LOOKING EAST.

VIEW FROM VIEW FROM WEST SIDE OF SITE LOOKING EAST.

VIEW FROM NORTH SIDE OF SITE LOOKING SOUTH.

VIEW FROM NORTHEAST CORNER OF SITE LOOKING SOUTHWEST.

VIEW FROM TOP OF DRIVEWAY ON NORTH END OF SITE.

VIEW FROM SOUTH SIDE OF SITE LOOKING NORTH.

VIEW FROM SOUTHWEST SIDE OF SITE LOOKING NORTHEAST.

VIEW FROM SOUTHWEST CORNER OF SITE LOOKING NORTHEAST.

Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

NOT FOR

CONSTRUCTION

CONCEPTUAL

PLANNING
REVIEW
07/16/21

DESIGN REVIEW

DESIGN REVIEW

RESUBMITTAL
10/15/21
01/07/22

NOT FOR

CONSTRUCTION
PROJECT:

SHEET NUMBER:
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com

EXISTING SITE

PHOTOGRAPHS
210401
A1.2
JB
JK
SC

SEBASTOPOL

TOWNHOUSES

SONOMA COUNTY

HABITAT FOR HUMANITY
333 NORTH MAIN STREET
SEBASTOPOL, CA 95472

PHOTOGRAPH DESCRIPTIONS
123
456
789
01/10/22

--
--
--
--
A2.2
B1
LIVING
GARAGE
BATH
H.W.

LIVING
LIVING
H.W.

H.W.

LAUND.

LIVING
BATH

GARAGE GARAGE GARAGE
H.W.

LAUND.

BATH
LAUND.

BATH
LAUND.

PORCH
PATIO
DINING

KITCHEN
PORCH
DINING

KITCHEN
PATIO
PORCH

KITCHEN
DINING
PATIO
PORCH
DINING

KITCHEN
PATIO
A3.1
A1
A3.1
D1
A3.1
B1
A3.1
C1
GATE

EXTERIOR STAIR TO

ROOF GARDEN
--
--
--
--
A2.2
D1
CLOSET
BEDROOM #1
BATH
BEDROOM #3
BEDROOM #2
LIN.

STUDY/NOOK
CLOSET
BEDROOM #1
BATH

STUDY/NOOK
LIN.

BEDROOM #3
BEDROOM #2
BEDROOM #1

CLOSET BATH
LIN.

STUDY/NOOK
BEDROOM #3
BEDROOM #2
BEDROOM #1
CLOSET
BATH
LIN.

STUDY/NOOK
BEDROOM #3
BEDROOM #2
A3.1
A1
A3.1
D1
A3.1
B1
A3.1
C1

BALCONY BALCONY
Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

NOT FOR

CONSTRUCTION

CONCEPTUAL

PLANNING
REVIEW
07/16/21

DESIGN REVIEW

DESIGN REVIEW

RESUBMITTAL
10/15/21
01/10/22

NOT FOR

CONSTRUCTION
PROJECT:

SHEET NUMBER:
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com

FIRST AND
SECOND

FLOOR PLANS
210401
A2.1
JB
JK
SC

SEBASTOPOL

TOWNHOUSES

SONOMA COUNTY

HABITAT FOR HUMANITY
333 NORTH MAIN STREET
SEBASTOPOL, CA 95472
A2.1 SCALE: 1/8" = 1'-0"
D1 FIRST FLOOR PLAN
A2.1 SCALE: 1/8" = 1'-0"
D2 SECOND FLOOR PLAN

PORCH
LIVING
DINING
PATIO

KITCHEN
BATH
LAUND.

H.W.

CLOSET
BATH
LIN.

BEDROOM #3
BEDROOM #2

STUDY/NOOK
BEDROOM #1

BALCONY
Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

NOT FOR

CONSTRUCTION

CONCEPTUAL

PLANNING
REVIEW
07/16/21

DESIGN REVIEW

DESIGN REVIEW

RESUBMITTAL
10/15/21
01/07/22

NOT FOR

CONSTRUCTION
PROJECT:

SHEET NUMBER:
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com

ENLARGED
PLANS
210401
A2.2
JB
JK
SC

SEBASTOPOL

TOWNHOUSES

SONOMA COUNTY

HABITAT FOR HUMANITY
333 NORTH MAIN STREET
SEBASTOPOL, CA 95472
A2.2 SCALE: 1/4" = 1'-0"
B1 ENLARGED FIRST FLOOR PLAN
A2.2 SCALE: 1/4" = 1'-0"
D1 ENLARGED SECOND FLOOR PLAN
01/10/22

95 95
95 100
DI

DRIVEWAY

NORTH MAIN STREET

DRIVEWAY

EXISTING BUILDING EXISTING BUILDING
(E) DROP INLET, SEE

CIVIL DRAWINGS
(E) DROP INLET, SEE

CIVIL DRAWINGS

ROOF DRAIN

OUTDOOR STAIR

ROOF DRAIN

GRATE, SEE CIVIL

DRAWINGS

GRATE, SEE CIVIL

DRAWINGS

ROOF DRAIN ROOF DRAIN

ROOF TOP
HVAC

ROOF TOP
HVAC

ROOF TOP
HVAC

ROOF TOP
HVAC

PROPERTY LINE

ROOF DRAIN

ROOF DRAIN ROOF DRAIN

ROOF DRAIN

STORM DRAIN OUTLET,

SEE CIVIL DRAWINGS

ROOF DRAIN

RAISED BED GARDENRAISED BED GARDENRAISED BED GARDEN

WALKING PADSWALKING PADS
MECH'L. SCREEN
MECH'L. SCREEN MECH'L. SCREEN
MECH'L. SCREEN
TOR = +12'-6"
TOP = +13'-6"
TOP = +13'-6"
TOR = +23' TOR = +22' TOR = +22'
1/4"/ft 1/4"/ft 1/4"/ft
1/4"/ft 1/4"/ft
1/4"/ft 1/4"/ft 1/4"/ft 1/4"/ft
1/4"/ft 1/4"/ft
TOR = +32'-2"TOR = +32'-2"
TOR = +13'-0" 1/4"/ft
1/4"/ft 1/4"/ft
TOR = +20'-6"
TOP = +21'-6"
1/4"/ft 1/4"/ft
TOR = +20'-6" 1/4"/ft 1/4"/ft
ROOF DRAINTOR = +0"
1/4"/ft
1/4"/ft1/4"/ft1/4"/ft
1/4"/ft 1/4"/ft1/4"/ft 1/4"/ft
1/4"/ft 1/4"/ft
TOR = +20'-6"
1/4"/ft 1/4"/ft
1/4"/ft 1/4"/ft 1/4"/ft 1/4"/ft
TOR = +21'-0"
TOR = +19'-6"
TOP = +20'-6"
TOR = +19'-6"
TOP = +20'-6"
TOR = +18'-6"
TOP = +19'-6"
TOR = +19'-0"
TOR = +20'-0" TOR = +20'-0"
TOR = +20'-6"
TOR = +32'-2"
TOR = +20'-6"
TOR = +9'-6"
TOR = +10'-0"
TOR = +21'

ROOF DRAIN

TOP - TOP OF PARAPET

TOR - TOP OF ROOFING

ALL ELEVATIONS ARE REFERENCED TO FINISH FLOOR OF LOWER
FLOOR LEVEL OF LOWEST TOWNHOUSE.

ROOF DRAINS TO TERMINATE AT SPLASH BLOCKS & SURFACE

DRAIN TO CATCH BASINS OR SIDEWALK DRAINS AS SHOWN
ON CIVIL DRAWINGS.

ALL ROOFING IS SINGLE PLY MEMBRANE ROOFING.

1. 2.

3. 4.

5. Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

NOT FOR

CONSTRUCTION

CONCEPTUAL

PLANNING
REVIEW
07/16/21

DESIGN REVIEW

DESIGN REVIEW

RESUBMITTAL

DESIGN REVIEW

RESUBMITTAL
10/15/21
01/10/22
TBD

NOT FOR

CONSTRUCTION
PROJECT:

SHEET NUMBER:
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com

ROOF PLAN
210401
A2.3
JB
JK
SC

SEBASTOPOL

TOWNHOUSES

SONOMA COUNTY

HABITAT FOR HUMANITY
333 NORTH MAIN STREET
SEBASTOPOL, CA 95472
A2.3 SCALE: 1/8" = 1'-0"
D1 ROOF PLAN
NOTES

LEVEL 1A
0' - 0"
LEVEL 1C
2' - 0"

TOP OF ROOF
23' - 0"

PAINTED WOOD FASCIA

METAL SIDING

HORIZONTAL PAINTED FIBER

CEMENT SIDING

SPACED WOOD BOARD RAILING

METAL SIDING

PERFORATED METAL PANEL GATE
(ACCESS UP TO ROOF GARDEN)
LEVEL 1A
0' - 0"
LEVEL 1C
2' - 0"

TOP OF ROOF
23' - 0"

WALL TRELLIS

METAL SIDING

SPACED WOOD

BOARD RAILING

HORIZONTAL PAINTED FIBER

CEMENT SIDING

METAL SIDING

PERFORATED METAL PANEL

PORCH RAILING

PAINTED BOARD AND BATTEN

FIBER CEMENT SIDING PAINTED FIBER CEMENT PANEL SIDING
LEVEL 1A
0' - 0"
LEVEL 1C
2' - 0"

TOP OF ROOF
23' - 0"

PAINTED WOOD FASCIA

METAL SIDING

HORIZONTAL PAINTED

FIBER CEMENT SIDING

PERFORATED METAL

PORCH RAILING
LEVEL 1A
0' - 0"
LEVEL 1C
2' - 0"

TOP OF ROOF
23' - 0"

METAL SIDING

HORIZONTAL PAINTED FIBER

CEMENT SIDING

HORIZONTAL PAINTED FIBER

CEMENT SIDING

PAINTED BOARD AND BATTEN FIBER CEMENT SIDING
Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

NOT FOR

CONSTRUCTION

CONCEPTUAL

PLANNING
REVIEW
07/16/21

DESIGN REVIEW

DESIGN REVIEW

RESUBMITTAL
10/15/21
01/10/22

NOT FOR

CONSTRUCTION
PROJECT:

SHEET NUMBER:
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com

EXTERIOR

ELEVATIONS
210401
A3.1
JB
JK
SC

SEBASTOPOL

TOWNHOUSES

SONOMA COUNTY

HABITAT FOR HUMANITY
333 NORTH MAIN STREET
SEBASTOPOL, CA 95472
A3.1 SCALE: 1/8" = 1'-0"
A1 NORTH BUILDING ELEVATION
A3.1 SCALE: 1/8" = 1'-0"
B1 WEST BUILDING ELEVATION
A3.1 SCALE: 1/8" = 1'-0"
C1 SOUTH BUILDING ELEVATION
A3.1 SCALE: 1/8" = 1'-0"
D1 EAST BUILDING ELEVATION

Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

NOT FOR

CONSTRUCTION

CONCEPTUAL

PLANNING
REVIEW
07/16/21

DESIGN REVIEW

DESIGN REVIEW

RESUBMITTAL
10/15/21
01/10/22

NOT FOR

CONSTRUCTION
PROJECT:

SHEET NUMBER:
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com

SCHEMATIC

RENDERINGS
210401
A3.2
JB
JK
SC

SEBASTOPOL

TOWNHOUSES

SONOMA COUNTY

HABITAT FOR HUMANITY
333 NORTH MAIN STREET
SEBASTOPOL, CA 95472
A3.2 N.T.S.

B1 VIEW FROM NORTH MAIN STREET LOOKING EAST
A3.2 N.T.S.

D1 VIEW FROM NORTH MAIN STREET LOOKING SOUTHEAST
A3.2
N.T.S.

D2 VIEW FROM NORTH MAIN STREET LOOKING NORTHEAST

LEVEL 1A
0' - 0"
LEVEL 1C
2' - 0"

TOP OF ROOF
23' - 0"
LEVEL 1A
0' - 0"
Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

NOT FOR

CONSTRUCTION

CONCEPTUAL

PLANNING
REVIEW
07/16/21

DESIGN REVIEW

DESIGN REVIEW

RESUBMITTAL

DESIGN REVIEW

RESUBMITTAL
10/15/21
01/10/22
TBD

NOT FOR

CONSTRUCTION
PROJECT:

SHEET NUMBER:
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com

BUILDING

SECTIONS
210401
A4.1
JB
JK
SC

SEBASTOPOL

TOWNHOUSES

SONOMA COUNTY

HABITAT FOR HUMANITY
333 NORTH MAIN STREET
SEBASTOPOL, CA 95472
A4.1 SCALE: 1/8" = 1'-0"
B1 BUILDING SECTION
A4.1 SCALE: 1/8" = 1'-0"
D1 BUILDING SECTION