Agenda packet — Buellton City Council, July 25, 2024

CITY OF BUELLTON

CITY COUNCIL AGENDA
Regular Meeting of July 25, 2024 – 6:00 p.m.

City Council Chambers, 140 West Highway 246
Buellton, California
Council meetings will be conducted in person and the public is welcome to attend.

Written comments will not be read aloud but can be sent to the City Council via email at [email protected] (please reference agenda item number/subject matter, and include your name and address). The public can observe Council meetings via City TV Live Stream at:
http://www.cityofbuellton.com/government/cityTV.php

CALL TO ORDER
Mayor Dave King

PLEDGE OF ALLEGIANCE

ROLL CALL
Council Members, Hudson Hornick, Elysia Lewis, John Sanchez, Vice Mayor David Silva, and Mayor Dave King

REORDERING OF AGENDA
PUBLIC COMMENTS Speaker Slip to be completed and turned in to the City Clerk prior to commencement of meeting. Any person may address the Council on any subject pertaining to City business, including all items on the agenda not listed as a Public Hearing, including the Consent Agenda and Closed Session. Limited to three (3) minutes per speaker. By law, no action may be taken at this meeting on matters raised during Public Comments not included on this agenda. Public Speakers using a translator are allotted a total of six (6) minutes to speak, unless simultaneous translation equipment is used.

CONSENT CALENDAR (ACTION)
The following items are considered routine and non-controversial and are scheduled for consideration as a group. Any Council Member, the City Attorney, or the City Manager may request that an item be withdrawn from the Consent Agenda to allow for full discussion. Members of the Public may speak on Consent Agenda items during the Public Comment period.

1. Minutes of July 11, 2024 Regular City Council Meeting

2. List of Claims to be Approved and Ratified for Payment to Date for Fiscal Year 2023/2024 and Fiscal Year 2024/2025

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City Council Meeting Agenda Page 2 July 25, 2024

3. Designation of Voting Delegate and Alternate for 2024 League of California Cities Annual Conference Business Meeting
 (Staff Contact: City Clerk Linda Reid)

PRESENTATIONS

4. Proclamation Recognizing Americans with Disabilities Act – July 26

PUBLIC HEARINGS

COUNCIL MEMBER COMMENTS/ITEMS

WRITTEN COMMUNICATIONS
Written communications are included in the agenda packets. Any Council Member, the City Manager, or City Attorney may request that a written communication be read into the record.

COMMITTEE REPORTS This Agenda listing is the opportunity for Council Members to give verbal Committee Reports on any meetings recently held for which the Council Members are the City representatives thereto.

BUSINESS ITEMS (POSSIBLE ACTION)

5. Approval of Tract Map 31061 for the BUE17 Project
 (Staff Contact: Public Works Director Rose Hess)

6. Story Pole Waiver Request Regarding:

The 518 Mixed-Use Project, 518 Avenue of Flags and
Creekside Village Mixed-Use Project, 480 Avenue of Flags  (Staff Contact: Planning Director Andrea Keefer)

7. Representative Appointment to Water and Sewer Rate Study Committee  (Staff Contact: Public Works Director Rose Hess)

8. Schedule Update for Old and New Library Construction Projects  (Staff Contact: Public Works Director Rose Hess)
CITY MANAGER’S REPORT

ADJOURNMENT
The next meeting of the City Council will be held on Thursday, August 8, 2024 at 6:00 p.m.

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City Manager Review: SW
Council Agenda Item No.: 1

CITY OF BUELLTON

CITY COUNCIL MEETING MINUTES
Regular Meeting of July 11, 2024
City Council Chambers, 140 West Highway 246
Buellton, California

CALL TO ORDER
Mayor King called the meeting to order at 6:00 p.m.

PLEDGE OF ALLEGIANCE

ROLL CALL

Present: Council Members Hudson Hornick (Via Zoom), Elysia Lewis, and John Sanchez, Vice Mayor David Silva, and Mayor King
Staff: City Manager Scott Wolfe, City Attorney Greg Murphy (Via Zoom), Public Works Director Rose Hess, Finance Director Shannel Zamora (Via Zoom), Planning Director Andrea Keefer, Assistant Planner Cara Miralles, and City Clerk Linda Reid

REORDERING OF AGENDA
None

PUBLIC COMMENTS
None

CONSENT CALENDAR

1. Minutes of June 27, 2024 Regular City Council Meeting

2. List of Claims to be Approved and Ratified for Payment to Date for Fiscal Year 2023/2024 and Fiscal Year 2024/2025

3. Resolution No. 24-23 – “A Resolution of the City Council of the City Buellton, California, Renewing Cooperation Agreements between the County of Santa Barbara and the City of Buellton for Joint Participation in the Community Development Block Grant Program and HOME Consortium for Three Fiscal Years (2025-2027)”

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City Council Meeting Minutes Page 2 July 11, 2024

4. Renewal of Agreement with Santa Barbara County Department of Behavioral Wellness for Mobile Crisis Services
MOTION:

Motion by Council Member Sanchez, seconded by Vice Mayor Silva, approving Consent Calendar Items 1 through 4 as listed.

VOTE:

Motion passed by a roll call vote of 5-0.

Council Member Hornick – Yes
Council Member Lewis - Yes
Council Member Sanchez – Yes
Vice Mayor Silva - Yes
Mayor King – Yes

PRESENTATIONS

PUBLIC HEARINGS

COUNCIL MEMBER COMMENTS/ITEMS
Council Member Sanchez thanked the Buellton Chamber and Visitors Bureau for hosting Buellton’s State of the City event and for honoring him with the Vincent B. Evans award.

Vice Mayor Silva requested that staff look into adding ADA playground equipment in the City’s Parks, requested a status on installing a splash pad at Village Park and planting 1,000 trees in the City.

WRITTEN COMMUNICATIONS
None

COMMITTEE REPORTS
Council Member Hornick announced that he attended a Green Team meeting and provided an oral report for the record.

BUSINESS ITEMS

5. Presentation by Central Coast Community Energy
RECOMMENDATION:

That the City Council receive a presentation by 3CE.

STAFF REPORT:

City Manager Wolfe presented the staff report.

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City Council Meeting Minutes Page 3 July 11, 2024
SPEAKERS/DISCUSSION:

Judi Young, Senior Customer Accounts Manager with 3CE provided a presentation and responded to questions from the Council.

6. Avenue of Flags Median 3 Conceptual Plans
RECOMMENDATION:

That the City Council provide comments regarding the Median 3 conceptual plans, and give direction to staff for construction drawings to be prepared.

STAFF REPORT:

Assistant Planner Cara Miralles presented the staff report and Cal Poly Landscape Architect Intern Ioanna Bruno provided a PowerPoint presentation describing the Median 3 conceptual plans.

DOCUMENTS:

Staff report with attachments as listed in the staff report.

SPEAKERS/DISCUSSION:

The City Council discussed the Median 3 conceptual plans, including preferences and modifications.

DIRECTION:

The City Council agreed by consensus to direct staff to bring back revised conceptual plans that include Design Concept 1, with variations of Art Deco design, and “menu style” options to consider.

CITY MANAGER’S REPORT
City Manager Wolfe provided an informational report for the record.

ADJOURNMENT
Mayor King adjourned the regular meeting at 7:32 p.m. The next regular meeting of the City Council will be held on Thursday, July 25, 2024 at 6:00 p.m. __________________________
Dave King
Mayor
ATTEST:
_____________________________
Linda Reid
City Clerk

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CITY OF BUELLTON
City Council Agenda Staff Report
City Manager Review: SW
Council Agenda Item No.: 2

To: The Honorable Mayor and City Council
From: Shannel Zamora, Finance Director
Meeting Date: July 25, 2024
Subject: List of Claims to be Approved and Ratified for Payment to Date for Fiscal Year 2023/2024 and Fiscal Year 2024/2025
______________________________________________________________________________

BACKGROUND
Staff is required to submit a check register to the City Council for approval every Council meeting for the most recently completed check register (Attachment 1).

The check register for the period 06/29/2024 through 07/12/2024 has been prepared in accordance to Government Code section 37202 and Buellton Municipal Code section

3.08.070. The check register lists all vendor payments for the specified period above, along with claimant’s name, a brief description of the goods or service purchased, amount of demand, check number, check date and the account number(s) associated with each payment.

The total amount of checks and electronic fund transfers issued for the period of 06/29/2024 through 07/12/2024 was $539,121.06.

FISCAL IMPACT
Payments made to the various vendors were consistent with the approved City’s Budget for FY 2023/24 and FY2024/25. Cash is available for the payment disbursements of the above liabilities.

RECOMMENDATION
That the City Council review and accept the check register for the period 06/29/2024 through 07/12/2024.

ATTACHMENTS
Attachment 1 – Claims

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CITY OF BUELLTON
City Council Agenda Staff Report

City Manager Review: SW
Council Agenda Item No.: 3
To: The Honorable Mayor and City Council

From: Linda Reid, City Clerk
Meeting Date: July 25, 2024
Subject: Designation of Voting Delegate and Alternate for 2024 League of California Cities Annual Conference Business Meeting
______________________________________________________________________________

BACKGROUND
The League of California Cities Annual Conference is scheduled for October 16-18, 2024 in Long Beach. An important part of the Annual Conference is the Annual Business Meeting, scheduled for Friday, October 18, at 12:30 p.m., at which time the League membership considers and takes action on resolutions that establish League policy.

In order to vote at the Annual Business Meeting, the City Council must designate a voting delegate and up to two alternate voting delegates. Designation of the voting delegate and alternate(s) must be done by City Council action and cannot be accomplished by simply notifying the League office of the City’s representatives to the Annual Business Meeting.

Typically, the Mayor and the Vice Mayor are designated as the City’s representatives to the Annual Business Meeting. Both the Mayor and Vice Mayor are planning to attend the Annual Conference. Upon the decision of the City Council as to the voting delegate and the alternate voting delegate, the City Clerk will submit the required designation information through the League of California Cities online submission portal.

RECOMMENDATION
That the City Council designate the Mayor as the City’s voting delegate and the Vice Mayor as the alternate voting delegate to the 2024 League of California Cities Annual Business Meeting.

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CITY OF BUELLTON
City Council Agenda Staff Report

City Manager Review: SW
Council Agenda Item No.: 5
To: The Honorable Mayor and City Council
From: Rose Hess, Public Works Director/City Engineer
Meeting Date: July 25, 2024
Subject: Approval of Tract Map 31061for the BUE17 Project ______________________________________________________________________________

BACKGROUND
At their regular meeting on February 22, 2018, the City Council approved Resolution No. 18-03, approving the Final Development Plan and Tentative Tract Map 31061 for the HUB Project (BUE17), which is a 3-lot tentative tract map for airspace condominium purposes.

The property is situated east of Industrial Way, west of Rancho de Maria and between Zaca Creek and the Santa Ynez River.

The required subdivision improvement plans are not yet complete nor have been approved.

The Tract Map has been reviewed for technical merit and its substantial compliance with the previously approved tentative map in the formation of 3 lots for airspace condominium purposes. Two public easements are proposed: Public Trails and Public Water. They are shown on the Tract Map (Attachment 1) and also supplemented on Grant of Easement documents.

Since the subdivision map is being processed separately from the development improvements, the applicant has provided an access restriction on the map and to be recorded concurrently. This is in relation to the “emergency” access restriction requirements through the existing “ingress/egress” easement via the Rancho de Maria property to the east. The access restriction will ensure that, following construction, access to and from Rancho de Maria neighborhood will be limited to emergency use only. A note on the map identifies a covenant limiting the access. The attached agreement specifies that the Covenant is to be recorded within 120 days of the map recordation. Failure to record this covenant within 120 days of map recordation will result in withholding of any future approvals of permits on any of the BUE 17 property until the covenant is recorded. The agreement is binding on the current property owner and any future owner of the property.

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Village Tract Map 31061 Page 2 July 25, 2024

FISCAL IMPACT
The listing of this item in itself will not have any fiscal impact on the City.

RECOMMENDATION
That the Council authorize the City Manager to execute the accompanying access agreement, and authorize, subsequent to this execution, the recordation of Tract Map 31061 and all supporting documents upon receipt of all fees and bonds.

ATTACHMENTS
Attachment 1 – Tract Map 31061
Attachment 2 – Eastern Access Agreement

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Owner's Statement
I hereby state that I am the owner of or have an Interest In the land Included within the subdivIsion shown on the annexed map, and that I am the only person whose consent IS necessary to pass clear title to said land I consent to the preparation and recordatlnn of said map and subdivIsion as shown within the distinctive border lines I hereby dedicate the pnvate easements shown hereon for the purposes set forth
I hereby offer to dedicate to the City of Buellton the follOWing easements 1 20' Wide Public Trail easements
2 Public Road
any
.;~~~~Dated MAt ~O ,202~
Name Pnnted Cole Cervantes
Notary Statement
A notary public or other officer completing thiS certificate venfles only the Identity of the indiVidual who Signed the document to which thiS certificate IS attached, and not the truthfulness, accuracy, or validity of that document
State of Ca Ilforn la
County of SANTA p,,. ... '" ""
On ".~, W ,202"1, before me,K~~s&1 (,p.'fSlft\ E.eI.lIrM personally appeared ttL' ttl.YeHl'lS
who proved to me on the basIs of satisfactory eVidence to be the person whose name IS subscnbed to the within Instrument, and acknowledged to me that he executed the same In his authonzed capaCity, and that by his signature on the Instrument, the person or the entity upon behalf of which the person acted, executed the Instrument
I certify under PENAL TV OF PERJURY under the laws of the State of California that the foregoing paragraph IS true and correct
Signature of Notary Public
~t.'"ft~bEUE~r Name Pnnted
A Notary Public for S~N'" ~A&B~
My Commission Expires a V\''I '''' , 20 t.S
Commission # 2.~COc;~B
SOils Engineer Report
A SOils engineer report was prepared by GeoSolutlons, Inc On 02-23-2022
Report No SM00053-2
and has been filed With the City of Buellton
City Clerk's Statement
County, CA
I hereby state that the City CounCil of the Cit\! of Buellton by minute action on the ~::_ day of ~;- ,r, i ' 20_ approved thiS map and
accepted the publiC easements f r
1 20' Wide Public Trail easements
2 PubliC Road Easement
as shown hereon
Signed, _________ _
City Clerk
Name Pnnted, ________ _

PREPARED BY

HENRY LAND SURVEYING INC
805-216-6124
619 Crestview Dnve
Dated, ________________ , 20 __ _

LAND SURVEYING
TRACT MAP NO. 31,061
For Airspace Condominiums
Being a subdivIsion of The Remainder of Tract Map No 31,040 as filed for record In Map Book 201, Sheets 63 thru 67 In the Office of the County Recorder, lYing In the City of Buellton, County of Santa Barbara, State of California, said Tract being a portion of Tract 8 of that certain map filed In Maps and Surveys Book 5, Sheets 51 thru 56 In said Recorder's Office Beneficiary's Statement
Thomas Wolfgang Hauber, Trustee of the Hauber Family Trust, dated May 21, 1981 per Deed of Trust recorded as Instrument No 2021-0077481 of OffiCial Records on November 05, 2021
Signed ~ lk..l,.. Dated S -5 J , 202 '"1
Thomas Wolfgang Hauber
Trustee
Notary Statement
A notary public or other officer completing thiS certificate venfles only the Identity of the Individual who Signed the document to which thiS certificate IS attached, and not the truthfulness, accuracy, or validity of that document
State of California
County of S~t (ba,yWo..,
On M"~ b\ ,202~, before me, 0ront;\\l- UA~ \\1)
personallyappearedlbOM4.b 'tJ 0 \.f@~ \\a.1A'oa
who proved to me on the basIs of satisfactory eVidence to be the person whose name IS subscnbed to the within Instrument, and acknowledged to me that he executed the same In his authonzed capaCity, and that by his signature on the Instrument, the person or the entity upon behalf of which the person acted, executed the Instrument
I certify under PENAL TV OF PERJURY under the laws of the State of California that the foregoing paragraph IS true and correct
Name Pnnted
A Notary Public for Sw\kl e,a.v~
My Commission Expires AY.0~ 'r tv
Commission # 2q.I!>1Zo
Signature Omissions
County, CA
,20 'UQ
The signatures of the follOWing easement holders have been omitted pursuant to SectIOn 66436(a)(3)(A)(I) of the Government Code (State SubdiVISion Map Act)
Memorandum of agreement executed by and between Santa Ynez Valley Development Co , a corporation and Eduardo De La Cuesta, et ai, recorded January 17, 1910 In Book 123, Page 443 of Deeds
"Agreement executed by and between Merchants Trust Co and Eduardo De La Cuesta, et ai, recorded December 21, 1910 In Book 130 , Page 245 of Deeds Buellton Community Sel"tlce Dlstnct per Inst No 1985-023232, 0 R Buellton Community Homes, LLC per Inst No 2006-023529,0 R County Recorder's Statement
Filed thiS day of _________ , 20 __
In Book of Maps at Page at the request of
Henry Land SurveYing Inc
Fee ___________ __
Joseph E Holland By _________ _
County Clerk - Recorder Deputy
Assessor
N
~
City of Buellton

SANTA YNEZ RIVER
SANTA
I~ ROSA R
OAO
VICInity Map
Not To Scale
Surveyor's Statement
ThiS map was prepared by me or under my direction and IS based on a field survey In conformance with the requirements of the SubdivIsion Map Act and local ordinance at the request of SBID, LLC on October 2022 I hereby state that thiS tract map substantially conforms to the approved or conditionally approved tentative map, If any I also state that all the monuments shown are of the character and occupy the poSItions indicated and that said monuments are SUffl:~~hIS survey to be retraced
Signed ~ Dated f"If..Y J 3 ,202:i
Jeremy M Henry
PLS8135
City Surveyor's Statement
PLS
8135
I hereby state that I have examined thiS map and that all the provIsions of the Subdlvlslo p Act an cal ordinances have been complied with and that I at thl hnlcally correct ~
Dated J ~1If6 to 202~
City Surveyor
NO 9006
Planning Director Statement .X· ~-"
/ --------------------------------------- I hereby state that I have examined thiS map and have determined that It substantially conforms t\MUntatlve lap as approved by the City CounCil of the City of Buellton on ..., ~ ,20j(, by Resolution No .ll.-n and to the conditions Imposed
Signed ~1ItfA Dated j"\lnt \1 ,20 t\f
Planning Director
Name Pnnted ~ t:tt/tf
Clerk of the Board Statement
I Mona Miyasato, Clerk of the Board of Supervisors of Santa Barbara County, do hereby state that pursuant to Government Code Section 66464 (State SubdiVISion Map Act) that the certificates and depOSits reqUired under Government Code SectIOn 66492 and Section 66493 (State SubdiVISion Map Act) on the property Within thiS subdiVISion have been filed and made Mona Mlysato
Clerk of the Board of
Supervisors for Santa
Barbara County
Signed ::c--:------------------------
Clerk
Dated, ______________ , 20 __ _
I
\
,
<"

LOT THREE
Sheet 5

INDUSTRIAL WAY
,_/ ---------------------------------------
I I
I I
I I
I Sheet 8 I Sheet 6
I I

I LOT TWO I LOT ONE
I - - Sheet 4 ~--- - Sheet 3 --1---
I I
I Sheet 9 I Sheet 7
~ I I ~
I I
Sheet Index Map
NotToScale
Sheet Index
Sheet 1 Title Sheet
Sheet 2 Boundary Info and Legend
Sheet 3 Lot 1
Sheet 4 Lot 2
Sheet 5 Lot 3
Sheet 6 Easement details
Sheet 7 Easement details
Sheet 8 Easement details
Sheet 9 Easement details
Sheet 10 Map Details
Sheet 11 Map Details
Sheet 12 Easement details
Sheet 1 of 12
OJal, California
Jeremyhenryl118@gmall com
henrylandsurveYlng com
~~--~~--------~--------------------------------------------------------------------------------------------------------------------------------~~ I

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150.00'
and channel maintenance to Eduardo de 150' Wide Easement for ingress, egress la Cuesta. et al, per 23/Deeds/443

10.00' Centerline of a 10' Wide Easement for waterline purposes to Buellton Community Services District per Inst. No. 1985-023232, O.R. 50'
50' Wide Easement for drainage purposes
to Buellton Community Homes, LLC per Inst. No. 2006-023529, O.R. INDUSTRIAL WAY 32'
(R-1)
32'
(R-1)
P.U.E.s per Inst. No. 2021-0077481, O.R. 60' Wide Easement for ingress, egress and Variable Width Easement for ingress, egress and P.U.E.s 1985-023233 O.R. See Detail Sheet 44' 44' Wide Easement for ingress, egress and utilities to Thomas Wolfgang Hauber, Trustee per Inst. No. 2021-0077481, O.R. LOT ONE LOT TWO LOT THREE 8.57 Acres Gross and Net 5.17 Acres Gross and Net 3.39 Acres Gross and Net Sheet 2 of 12 Legend and Notes denotes set 1" Galvanized I.P. & Tag stamped PLS 8135 denotes set 1-1/2" Galvanized I.P. & Tag stamped PLS 8135 denotes found monument as described denotes found 2-1/4" Brass Cap in Concrete stamped "State of California Division of Highways RCE 12792" per (R-4) additional stamping as shown (R) denotes record data per Tr. No. 31040 per 201/M/63-67 (R-1) denotes record data per P.M. No. 31051 per 63/PM/37-42 (R-2) denotes record data per Tr. No. 13533 per 127/M/94-98 (R-3) denotes record data per 119/RS/27 (R-4) denotes record data per 2/SHMM/228-232 (R-5) denotes record data per 5/M+S/51-56 (R-6) denotes record data per Inst. No. 2008-0045084, O.R.

C denotes Calculated CF denotes Calculated From EBB denotes Established by Bearing/Bearing Intersection ESP denotes Established by Single Proportion Fd. denotes Found Grid denotes Bearing and Distance per the California State Plane System (NAD27) see (R-4) for Mapping Angle and Grid to Ground Factor M denotes Measured NTS denotes Not To Scale PRBC denotes Plastic ReBar Cap(Rad) denotes Radial Bearing denotes existing easement denotes new easement per this map denotes boundary line denotes new lot line Lot 41 per (R) Parcel 4 per (R-1) Parcel 3 per (R-1) Parcel 2 per (R-1) Parcel 1 per (R-1) Lot A per P.M. 12983 24/PM/66-67 20.00' (R&R3)

12.00' (R-6)

6.00' (R-6) Lot 80 per (R-2) Lot 77 per (R-2) Lot 79 per (R-2) Lot 77 per (R-2) N 70°34'23" W
1355.88'M
S 68°54'41" E
1356.348'(R-4) Grid
S 70°34'00" E
1354.50'CF (R-5)
287.09'M 287.01' (R-4) Grid 334.10'C 334.09'(R-1) 233.41'C 233.36'(R-1) 292.78'M 292.79'(R-1) 208.50'M 209.19' (R-2) 860.28'M N 70°34'23" W 860.23'(R-1) 60'
20' 12' & 20' Wide Public Trail Easement to the City of Buellton per (R-6)

SANTA YNEZ RIVER
N 25°00'13" E 4888.10'(R-1)N 25°00'13" E Basis of Bearings 4887.33'M 543.47'(R-1) 543.49'M 229.71'M 259.05'M 180.97'M 368.95'M 1359.76'M 1945.40'M 1946.18(R-1) N 25°01'41" E 1581.21'CF (R) 1582.17'M
1212.48'(R) 1213.22'M 773.20'M 440.02'M ESP N 64°59'45" W, 0.64'(R-1) S 25°00'13" W, 2.54'M N 64°59'56" W, 0.65'M LOT TWO Parcel 2 per (R-1) Parcel 1 per (R-1) EBB N 33°03'42" E, 161.24'(R) N 33°02'14" E, 161.24'M N 47°52'27" E, 115.19'(R) N 47°50'59" E, 115.19'M ESP CURVE DATA R = 116.00' M&(R) Δ = 38°33'47" M (38°35'05" R) L = 78.07' M (78.12' R) N 24°59'40" E, 46.16'(R) N 25°02'19" E, 46.23'M Established per record angle S 64°57'42" E 500.71'M
S 65°00'20" E 500.68'CF(R)
N 65°03'02" W 500.23'CF(R-3)
342.67'(R)
342.71'M
137.99'(R)
138.01'M

20.00'(R-3)+M S 25°04'16" W 1533.16'M N 24°57'50" E 1532.61'CF(R) 723.62'M 429.77'M 129.39'M (R-2) (R-3) N 25°04'16" E 1403.77'M N 24°55'05" E 1404.12'(R) N 24°57'50" E 1403.90'(R-2) N 26°42'12" E 1403.969'(R-4)Grid S 25°00'00" W 1403.60'CF(R-5) Lot 41 per (R) Fd. Nail & Tag (PLS 4786) on
top of concrete wall per (R-1)
S 70°34'23" E 505.97'(R)
502.23'CF(R-4) Grid
501.28'M
S 64°53'50" E 499.76'M
(Rad) S 03°35'14" E

SIX FLAGS CIRCLE SHADOW MOUNTAIN DRIVE
Fd. 2" Iron Pipe with 2-1/4" Brass Cap
stamped "T10/T9" per R-4
down 1.0' M, noted as 18-76 per R-4accepted as being on the S'ly line of Tract 9 Fd. 2" Iron Pipe with 2-1/4" Brass Cap stamped "BC RCE 12792" per R-4
down 2.0' M, noted as 18-75 per R-4
accepted as being on the S'ly line of Tract 9
down 0.3' M, "COR-1" on Cap per R-1
Fd. 2-1/4"I.P. stamped
line of Tract #8 per R-5
Accepted as point on S'ly noted as 19-37 on R-4
Fd. 1/2" I.P. with PRBC
stamped LS 3873 per (R-2) N25°04'16"E 0.30'M from true corner, EBB, held for line for the East line of Tract #8 2" I.P. per R not found Fd. 3-1/2" Brass Cap on Pipe Up 0.5'M with "SURVEY MONUMENT NO WITNESS COR. CENTER OF RIVER SURVEY MADE BY F.F. FLOURNOY FEB. 1910" cast on top per (R) (R-2) (R-3) (R-4) (R-5) Accepted as being on the Westerly line of Lot 77 (R-3)
and the Easterly line of Tract #8
Fd. 3-1/2" Brass Cap on Pipe
Up 1.5'M with "SURVEY MONUMENT NO SURVEY MADE BY F.F. FLOURNOY FEB. 1910" cast on top per (R-1) (R-4)(R-5) leaning SW'ly (R-5)
Fd. Nail & Tag (LS 4427)
in Sidewalk per (R-1) bears N 64°59'47" W, 0.07'M. 0.17' per (R-1) Fd. 1" I.P. & Copper Cap
(PLS 4786), Down 1.0'M
per(R-1)
Fd. 1" I.P. & Copper Cap
(PLS 4786) per (R-1)
Accepted as SW corner Tract #8 of
Rancho San Carlos De Jonata per R-5
Fd. Nail & Tag (PLS 4786) on top
of concrete wall per (R-1) bears
N 64°59'50" W, 0.58'M, 0.60'(R-1)
N 64°59'50" W

0.58'
Fd. 3/4" ReBar, Down 0.3'M
per (R-3), 2" I.P. per R not found
N 24°48'39" E, 143.27' (R-2) (R-3)
N 25°04'16" E, 143.31'M 120' 0' 60' 120' 240' 480'
N
S
E
W SEE SHEET 3 FOR THIS LOT SEE SHEET 4 FOR THIS LOT SEE SHEET 5 FOR THIS LOT S 64°59'47" E, 39.33'M S 64°58'19" E, 39.33'(R) S 66°01'54" E, 121.74'M R = 332.00'M Δ = 46°38'52"M L = 270.30'M 379.72'M 250.38'M S 64°53'50" E 54.10'M S 72°43'09" W
(Rad)M R = 63.00'M Δ = 24°55'49"M L = 27.41'M
S 47°47'20" W
(Rad)M
S01°08'27"W
(Rad)M Detail A not to scale Fd. 3/4" ReBar, Down 0.3'M per (R-3) N64°55'44"W 0.68' from true corner TRACT MAP NO. 31,061 For Airspace Condominiums Being a subdivision of The Remainder of Tract Map No. 31,040 as filed for record in Map Book 201, Sheets 63 thru 67 in the Office of the County Recorder, lying in the City of Buellton, County of Santa Barbara, State of California, said Tract being a portion of Tract 8 of that certain map filed in Maps and Surveys Book 5, Sheets 51 thru 56 in said Recorder's Office See Detail A Above Left 1 INCH = 120 FEET Portion of Tract #8 Basis of Bearings: The bearing of N 25°00'13" E along the West line of Parcels One, Two, Three, and Four, as shown on the Hauber Parcel Map No. 31051, recorded in Book 63, Pages 37 to 42 inclusive, of Parcel Maps, was used as the basis of bearings shown on this map. S'ly Line Tract #8 of Rancho San Carlos De Jonata E'ly Line Tract #8 of Rancho San Carlos De Jonata per R-5 ESP per R-1 Southerly line Instrument No. 5726 Book 1509, Page 275 Accepted as Northerly line of Remainder parcel per R W'ly Line Tract #8 of Rancho San Carlos De Jonata per R-5 Record per R, 1 2" I.P. per R not found Searched for Not found Established by record distance per R-2/R-3
2" I.P. per R not found 147.82' R-1 200.00' R-1 W'ly Line Lot 80 per R-2 Established
by intersection
Future Covenant(s) Note:

Covenant(s) will be recorded on the property which will be binding on any future tenants and/or property owners of the subject properties. These covenant(s) will limit ingress and egress through the eastern property accesspoint (as shown on this map), bordering the Rancho DeMaria subdivision, to emergency and/or construction access only. It will further indicate that no private ingressand/or egress will be permitted through this portion of the eastern property access point.

LOT ONE 3.39 Acres Gross and Net

SIX FLAGS CIRCLE

SHADOW MOUNTAIN DRIVE
N
S
E
W
See Sheet 2 for Legend and Boundary Info Sheet 3 of 12 Lot 41 per (R) Lot 77 per (R-2) 40' 0' 20' 40' 80' 160' Lot 79 per (R-2) LOT TWO See Sheet 4 50.00'

50.00'

10.00' Centerline of a 10' Wide Easement for water line purposes to Buellton Community Services District per Inst. No. 1985-023232, O.R. 50' Wide Easement for drainage purposes
to Buellton Community Homes, LLC per Inst. No. 2006-023529, O.R.

N 33°03'42" E 161.24'(R) N 33°02'14" E 161.24'M
N 47°52'27" E, 115.19'(R) N 47°50'59" E, 115.19'M ESP CURVE DATA M (R) R = 116.00' 116.00' Δ = 38°33'47" 38°35'05" L = 78.07' 78.12' S 65°00'20" E 500.68'CF(R) N 65°03'02" W 500.23'CF(R-3) S 64°57'42" E 500.71'M 342.71'M 342.67'(R) 138.01'M 137.99'(R) 128.49'(R)
129.39'M
S 03°35'14" E
(Rad)
S 64°59'47" E, 39.33'M
S 64°58'19" E, 39.33'(R) S 66°01'54" E 121.74'M
379.72'M
250.38'M
S 64° 53'50" E, 54.10'M
S 72°43'09" W
(Rad)M
Δ = 24°55'49"M
L = 27.41'M N 25°02'19" E, 46.23'M N 24°59'40" E, 46.16'(R) Established per record angle

20.00'(R-3)&M
R
=
3 3
2 . 0
0 ' M
=
4 6 °3
8 ' 5
2 " M
L
=
2 7
0 . 30 ' M Centerline of a 10' Public Water Line Easement per this map 5.00'M 5.00'M 10' wide Public Water Line Easement per this map Centerline of a 27.70' wide Easement for Ingress, Egress, Public Utilities, Private Utilities, and Storm Drain purposes for the use of all lots per this map Variable Width Easement for ingress, egress and P.U.E.s per 1985-023233, O.R. LOT 1 NOTES Lot 1 is for residential airspace condominiums purposes denotes Parking Lot Easement (PLE) and its respective number Those PLE's lying entirely in Lot One and that portion of P-26 lying within Lot One are for the use of all Lots per this map See Sheets 6 & 7 for dimensions and details not shown hereon P-7
P-1
P-2
P-3
P-4
P-5
P-6 P-8
P-9
P-10
P-11
P-26
P-12
P-27
P-21
P-20 P-9
S 50°53'50" E 167.32'M
N 33°05'38" E 92.56'M
S 25°06'10" W 100.17'M N 10°05'56" E 29.52'M
N 25°06'10" E
566.29'M Centerline of a 10' Sewer line Easement per this map

5.00'M

5.00'M N 25°02'26" E 40.96'MN 20°05'57" W 80.92'M Variable width Easement for Ingress, Egress, Public Water, Public Utilities, Private Utilities, and Storm Drain purposes for the use of all lots per this map N 25°00'13" E 1213.22'M
S 25°04'16" W 1533.16'M
S 25°06'10" W 387.30'M
P-22
N 21°12'18" W 163.94'M
S 47°47'20" W
S 40°47'13" W
S 01°08'27" W
(Rad)M
(Rad)M
(Rad)M
S 11°43'56" W
(Rad)M
=
7°0
=
'09"M
10°35'29"M
=
2 9°0
3'1
7"M
L
=
1 6

8.3 6'M
L
=
L
=

40.58'M

61.37'M R = 43.00'M Δ = 22°59'42"M L = 17.26'M Total Curve R = 63.00'M Δ = 67°18'50"M L = 74.02'M =66°02'17"M
R=63.00'M
L=72.61'M TRACT MAP NO. 31,061 For Airspace Condominiums Being a subdivision of The Remainder of Tract Map No. 31,040 as filed for record in Map Book 201, Sheets 63 thru 67 in the Office of the County Recorder, lying in the City of Buellton, County of Santa Barbara, State of California, said Tract being a portion of Tract 8 of that certain map filed in Maps and Surveys Book 5, Sheets 51 thru 56 in said Recorder's Office Variable width Easement for Ingress, Egress, Public Water, Public Utilities, Private Utilities, and Storm Drain purposes for the use of all lots per this map Variable width Easement for Ingress,
Egress, Public Water Public Utilities, Private
Utilities, and Storm Drain purposes for the use
of all lots per this map
Variable width Easement for Ingress,
Egress, Public Water, Public Utilities, Private Utilities, and Storm Drain purposes for the use of all lots per this map 1 INCH = 40 FEET Legend and Notes denotes set 1" Galvanized I.P. & Tag stamped PLS 8135 denotes set 1-1/2" Galvanized I.P. & Tag stamped PLS 8135 denotes found monument as described denotes found 2-1/4" Brass Cap in Concrete stamped "State of California Division of Highways RCE 12792" per (R-4) additional stamping as shown (R) denotes record data per Tr. No. 31040 per 201/M/63-67 (R-1) denotes record data per P.M. No. 31051 per 63/PM/37-42 (R-2) denotes record data per Tr. No. 13533 per 127/M/94-98 (R-3) denotes record data per 119/RS/27 (R-4) denotes record data per 2/SHMM/228-232 (R-5) denotes record data per 5/M+S/51-56 (R-6) denotes record data per Inst. No. 2008-0045084, O.R.

The bearing of N 25°00'13" E along the West line of
Parcels One, Two, Three, and Four, as shown on theHauber Parcel Map No. 31051, recorded in Book 63,Pages 37 to 42 inclusive, of Parcel Maps, was used as the basis of bearings shown on this map. 50.00'
N25°02'40"E 82.22'M R = 66.09' Δ = 62°15'56" L = 71.82' N47°51'11"E 108.70'M
198.19'M S64°59'47"E 82.79'M S64°57'36"E 81.45'M
N33°02'11"E N 25°02'26" E 7.66' R = 300.00' Δ = 43°10'14" L = 226.04' R = 300.00' Δ = 13°20'19" L = 69.84' R = 500.00' Δ = 30°01'42" L = 262.05' R = 500.00' Δ = 04°17'08" L = 37.40' SEE DETAIL SHEET 6 SEE DETAIL SHEET 7 S 72°11'10" E 186.80' M
S 72°11'10" E 110.53' M
N 17°57'23" W 78.66' M
C1
C2
C3 C4 C5
C6
C7
C8

17.42' 16.86' CURVE TABLE: C1: D=83°58'52", R=20.00', L=29.32' C2: D=06°40'06", R=392.00', L=45.62' C3: D=28°24'33", R=117.00', L=58.01' C4: D=76°51'00", R=20.00', L=26.83' C5: D=118°40'08", R=20.00', L=41.42' C6: D=38°28'40", R=60.00', L=40.29' C7: D=30°42'38", R=60.00', L=32.16' C8: D=05°59'54", R=338.00', L=35.39' Established by intersection Parcel 3 per (R-1) Parcel 2 per (R-1) Parcel 1 per (R-1) Lot 77 per (R-2) 40' 0' 20' 40' 80' 160' N
S
E
W LOT ONE See Sheet 3 See Sheet 5 Variable Width Easement for ingress, egress and P.U.E.s to Thomas Wolfgang Hauber, Trustee per Inst. No. 2021-0077481, O.R. See Sheet 2 for Legend and Boundary Info Sheet 4 of 12 S01°08'27"W
(Rad) M
S 47°47'20" W
(Rad) M
R
=
3 3
2 . 0
0 ' M
=
4 6 °3
8 ' 5
2 " M
L
=
2 7
0 . 30 ' MTOTAL R = 63.00'M Δ = 67°18'50"M L = 74.02'M 50.00' N 33°03'42" E 161.24'(R) N 33°02'14" E 161.24'M
S 64°59'47" E, 39.33'M
S 64°58'19" E, 39.33'(R)

50.00'P-8 P-9
P-10
P-11
P-26
P-12
P-27
P-21
P-20
P-22 LOT TWO S 66°01'54" E 121.74'M
S 64°53'50" E, 54.10'M
S 72°43'09" W
(Rad)M
Δ = 24°55'49"M
L = 27.41'M Centerline of a 10' Water line Easement per this map 5.00'M 5.00'M Variable width Easement for Ingress, Egress, Public Water, Public Utilities, Private
Utilities, and Storm Drain purposes for the use
of all lots per this map Centerline of a 27.70' wide Easement for Ingress, Egress, Public Water, Public Utilities, Private Utilities, and Storm Drain purposes for the use of all lots per this map S 25°06'10" W 100.17'M N 10°05'56" E 29.52'M N 25°02'26" E 40.96'MN 20°05'57" W 80.92'M S 25°04'16" W 1533.16'M
S 11°43'56" W
=
7°0
=
'09"M
10°35'29"M
=
2 9°0
3'1
7"M
L
=
1 6

8.3 6'M
L
=
L
=

40.58'M

61.37'M
C1
C2
C3
P-28 P-29 P-30 P-31
P-14 P-13
P-19 P-18
P-23 P-24 P-25 P-17 P-33 P-34 P-15 P-16 P-32
N 25°06'10" E 566.29'M
S 25°06'10" W 387.30'M N 64°53'50" W 499.76'M
181.36'M 384.93'M 122.88'M 339.00'M Variable width Easement for Ingress, Egress, Public Water, Public Utilities, Private Utilities, and Storm Drain purposes for the use of all Lots per this map LOT THREE LOT 2 NOTES Lot 2 is for industrial airspace condominiums purposes denotes Parking Lot Easement (PLE) and its respective number Those PLE's lying entirely in Lot Two and that portion of P-26 lying within Lot Two are for the use of all Lots per this map See Sheets 8 & 9 for dimensions and details not shown hereon P-9 (Rad)M
429.77'M 37.88'M
N 25°00'13" E 1213.22'M
379.72'M
440.02'M
773.20'M
723.62'M
Variable width Easement for Ingress,
Egress, Public Water, Public Utilities, Private
Utilities, and Storm Drain purposes for the use
of all lots per this map
Variable width Easement for Ingress,
Egress, Public Water, Public Utilities, Private
Utilities, and Storm Drain purposes for the use
of all lots per this map TRACT MAP NO. 31,061 For Airspace Condominiums Being a subdivision of The Remainder of Tract Map No. 31,040 as filed for record in Map Book 201, Sheets 63 thru 67 in the Office of the County Recorder, lying in the City of Buellton, County of Santa Barbara, State of California, said Tract being a portion of Tract 8 of that certain map filed in Maps and Surveys Book 5, Sheets 51 thru 56 in said Recorder's Office 1 INCH = 40 FEET Legend and Notes denotes set 1" Galvanized I.P. & Tag stamped PLS 8135denotes set 1-1/2" Galvanized I.P. & Tag stamped PLS 8135 denotes found monument as described denotes found 2-1/4" Brass Cap in Concrete stamped "State of California Division of Highways RCE 12792" per (R-4) additional stamping as shown (R) denotes record data per Tr. No. 31040 per 201/M/63-67(R-1) denotes record data per P.M. No. 31051 per 63/PM/37-42(R-2) denotes record data per Tr. No. 13533 per 127/M/94-98(R-3) denotes record data per 119/RS/27(R-4) denotes record data per 2/SHMM/228-232(R-5) denotes record data per 5/M+S/51-56(R-6) denotes record data per Inst. No. 2008-0045084, O.R.

The bearing of N 25°00'13" E along the West line of
Parcels One, Two, Three, and Four, as shown on theHauber Parcel Map No. 31051, recorded in Book 63,Pages 37 to 42 inclusive, of Parcel Maps, was used as the basis of bearings shown on this map. CURVE TABLE: C1: D=66°02'17", R=63.00', L=72.61' C2: D=40°32'45", R=63.00', L=44.58' C3: D=25°29'33", R=63.00', L=28.03' 2.54' 437.48'M SEE DETAIL SHEET 8 SEE DETAIL SHEET 8 SEE DETAIL SHEET 9SEE DETAIL SHEET 9 LOT THREE 8.57 Acres Gross and Net Parcel 4 per (R-1) Parcel 3 per (R-1) Lot 80 per (R-2) Lot 77 per (R-2) NS E W 50' 0' 25' 50' 100' 200' SANTA YNEZ RIVER See Sheet 2 for Legend and Boundary Info Sheet 5 of 12 773.20'M 723.62'M N 70°34'23" W 501.28'M 208.50'M 292.78'M 20.00'M Variable width Easement for Ingress, Egress, Public Utilities, Private Utilities, and Storm Drain purposes for all Lots per this map 20.00' wide Easement for Ingress, Egress, Public Water, Public Utilities and Private Utilities purposes per this map, and Public Trail Easement offered to the City of Buellton per this map 20' Wide Public Trail Easement offered to the City of Buellton per this map per Book 123, Page 443 of Deeds, Santa Barbara County 150' Wide Easement for ingress, egress and channel maintenance 150.00'M See Sheet 4
P-17
P-34 P-33
P-16 P-15
P-32
N 64°53'50" W 499.76'M
122.88'M 339.00'M

LOT TWO

37.88'M P-31 P-25 Variable width Easement for Ingress, Egress, Public Water, Private Utilities, and Storm Drain purposes for all Lots per this map, and offered to the City of Buellton as a Public Road Easement 354.36'M 218.53'M 84.00'M 209.71'M N 25°00'13" E 1213.22'M 479.49'M N 25°06'10" E 566.29'M 181.36'M 384.93'M S 25°04'16" W 1533.16'M N 25°06'10" E 160.67'M N 25°06'10" E 156.36'M 70.00' x 84.00' wide Easement for Public Utilities and Private Utilities, Storm Drain purposes, Bridge Maintenance purposes for the use of Lots 1, 2, and 3 per this map And Ingress, Egress, and Trail easement And a Public Trail Easement offered to the City of Buellton per separate document recorded as Instrument No. 2023-__________,O.R. Centerline of a 10.00' wide Easement for Ingress, Egress, Public Utilities and Private Utilities purposes per this map20.00' x 20.00' wide Easement for water well, Ingress, Egress, Public Utilities and Private Utilities purposes per this map 20.00'M126.00'M

15.85'M

10.00'M See Sheet 12 Detail for Dimensions Not Shown Hereon Variable width Retention Pond Easement
in favor of Lots 1 and 2 per this map TRACT MAP NO. 31,061 For Airspace Condominiums Being a subdivision of The Remainder of Tract Map No. 31,040 as filed for record in Map Book 201, Sheets 63 thru 67 in the Office of the County Recorder, lying in the City of Buellton, County of Santa Barbara, State of California, said Tract being a portion of Tract 8 of that certain map filed in Maps and Surveys Book 5, Sheets 51 thru 56 in said Recorder's Office

15.85'M

31.70'M LOT 3 NOTES Lot 3 is for mixed use airspace condominiums purposes denotes Parking Lot Easement (PLE) and its respective number Those PLE's lying entirely in Lot Three are for the use of all Lots per this map See Sheets 8 & 9 for dimensions and details for P-32, P-33 & P-34 See Sheet 12 for dimensions and details not shown hereon P-9 LIMITS OF PUBLIC ROAD OFFER 429.77'M 440.02'M 22.65'M See Sheet 8 1 INCH = 50 FEET Legend and Notes denotes set 1" Galvanized I.P. & Tag stamped PLS 8135 denotes set 1-1/2" Galvanized I.P. & Tag stamped PLS 8135 denotes found monument as described denotes found 2-1/4" Brass Cap in Concrete stamped "State of California Division of Highways RCE 12792" per (R-4) additional stamping as shown (R) denotes record data per Tr. No. 31040 per 201/M/63-67 (R-1) denotes record data per P.M. No. 31051 per 63/PM/37-42 (R-2) denotes record data per Tr. No. 13533 per 127/M/94-98 (R-3) denotes record data per 119/RS/27 (R-4) denotes record data per 2/SHMM/228-232 (R-5) denotes record data per 5/M+S/51-56 (R-6) denotes record data per Inst. No. 2008-0045084, O.R. C denotes Calculated CF denotes Calculated From EBB denotes Established by Bearing/Bearing Intersection ESP denotes Established by Single Proportion Fd. denotes Found Grid denotes Bearing and Distance per the California State Plane System (NAD27) see (R-4) for Mapping Angle and Grid to Ground Factor M denotes Measured NTS denotes Not To Scale PRBC denotes Plastic ReBar Cap (Rad) denotes Radial Bearing denotes existing easement denotes new easement per this map denotes boundary line denotes new lot line Basis of Bearings: The bearing of N 25°00'13" E along the West line of Parcels One, Two, Three, and Four, as shown on the Hauber Parcel Map No. 31051, recorded in Book 63, Pages 37 to 42 inclusive, of Parcel Maps, was used as the basis of bearings shown on this map. 150.73'M 150.71'M N 70°34'23" W 501.46'M 20.00'M Variable Width

20.49'M

20.45'M
N
S
E
W
20' 0' 20' 40' 80' 10'
Sheet 6 of 12
See Sheet 2 for Legend and Boundary Info

LOT ONE
per (R)
Lot 41
See Sheet 8

50.00'

50.00'
Inst. No. 2006-023529, O.R.
to Buellton Community Homes, LLC per
50' Wide Easement for drainage purposes
Easement per this map
Centerline of a 10' Water line

5.00'M

5.00'M
in favor of Lots 1 & 3
and Storm Drain purposes per this map
Egress, Public Water, Public Utilities, Private Utilities, Variable width Easement for Ingress,
P-7
P-1
P-5
P-6
P-8
P-11
P-26 P-27
S 50°53'50" E 167.32'M
N 33°05'38" E 92.56'M
line Easement per this map
Centerline of a 10' Sewer

5.00'M

5.00'M
in favor of Lots 2 & 3
Utilities, and Storm Drain purposes per this map
Egress, Public Water, Public Utilities, Private
Variable width Easement for Ingress, N 25°00'13" E 1213.22'M N 21°12'18" W 163.94'M
(Rad)M
S 01°08'27" W
S 11°43'56" W
(Rad)M
=10°35'29"M L=61.37'M
R = 43.00'M
Δ = 22°59'42"M
L = 17.26'M
R=1

6.0 ' =38°33'47"M
L=78.07'M
N39°06'10"E 19.00'M
S39°06'10"W

19.00'M
S56°54'22"E 19.00'M
N56°54'22"W

20.27'M
S56°54'22"E
(Rad)
N56°54'22"W

19.00'M
N17°14'46"E 19.00'M S24°43'12"W 19.00'M
L=51.47'M
R=364.00'M =8°06'04"M
=8°08'08"M L=48.99'M
R=345.00'M
R=332.00'M =46°38'52"M L=270.30'M
R
=

49.15'M
=66°02'17"M
L=56.65'M
R
=
6 3.0
0'M
=6 °02'17"M
L=72.61'M
R=319.00'M =17°46'04"M L=98.92'M
R=300.00'M =17°48'48"M L=93.27'M
L=40.88'M
R=345.85'M =6°46'22"M
=
4 0°3
2'45"M
L=4 .58'M
L = 14.65'M
Δ = 10°55'25"M
R = 76.85'M
L = 28.03'M
Δ = 25°29'33"M
N20°05'57"W 80.92'M N 25°02'26" E 40.96'M
R =9.1 5'M
=8 7°4 8 '5
3"M
L =1 4 .02'M
L = 10.88'M
Δ = 10°58'00"M
R = 56.85'M
N 10°05'56" E, 6.64'M
S 24°21'05" E
(Rad)M
S 04°13'17" W
S 22°02'05" W
(Rad)M
(Rad)M
S 04°14'39" W
S 22°00'43" W
(Rad)M
(Rad)M
S 22°00'47" W
S 04°14'36" W
(Rad)M
(Rad)M
R = 318.15'M
L = 17.23'M
Δ = 3°06'08"M
L = 34.00'M
Δ = 6°07'24"M
R = 318.15'M
N 10°05'56" E 29.52'M
N 33°05'38" E 107.00'M
S 33°05'38" W 58.21'M
N 33°05'38" E 118.85'M
N 33°05'38" E 58.21'M
S 68°56'04" E
(Rad)M
(Rad)M
S 69°07'11" E
R = 56.00'M
Δ = 12°12'49"M
L = 11.94'M
N 50°53'50" W 83.45'M
S 50°53'50" E 83.45'M
N39°06'10"E 19.00'M
S 50°53'50" E 27.33'M
L=23.71'M
=96°00'32"M
R=14.15'M
R=9 1. 5 M' =8 4 °4 5 1' 1 "M
L=1 3 5. 3 M'
Sheet 10
See Detail A
For This Area

4.04'M
per Inst. No. 1985-023232, O.R.
purposes to Buellton Community Services District
Centerline of a 10' Wide Easement for water line

5.00'

5.00'
Δ = 3°02'33"M
L = 6.16'M
N64°53'50"W

19.00'M
S64°53'50"E

19.00'M N 25°06'10" E 566.29'M 384.93'M N 25°06'10" E 46.93'M S64°53'50"E

19.00'M

26.00'M
See Sheet 3
N 33°03'42" E
161.24'(R)
N 33°02'14" E
161.24'M
N 47°52'27" E, 115.19'(R) N 47°50'59" E, 115.19'M
(Rad) S 03°35'14" E
S 64°59'47" E, 39.33'M
S 64°58'19" E, 39.33'(R) S 66°01'54" E 121.74'M
Sheet 10
See Detail B
S 25°02'00" W
S 25°03'03" W
(Rad)M
(Rad)M See Sheet 7

26.00'M

13.00'M

13.85'M

13.00'M

13.85'M 13.85'M

13.85'M

13.85'M
S21°39'06"W

19.00'M
N04°36'17"E 19.00'M

13.00'M

13.00'M 13.00'M
=29°03'17"M L=168.36'M
163.28'M
per this map in favor of Lots 1, 2 & 3
Private Utilities, and Storm Drain purposes
Egress, Public Water, Public Utilities,
Variable width Easement for Ingress,

LOT TWO
See Sheet 4
Being a subdivision of The Remainder of Tract Map No. 31,040 as filed for record in Map Book For Airspace Condominiums
TRACT MAP NO. 31,061
County of Santa Barbara, State of California, said Tract being a portion of Tract 8 of that 201, Sheets 63 thru 67 in the Office of the County Recorder, lying in the City of Buellton, certain map filed in Maps and Surveys Book 5, Sheets 51 thru 56 in said Recorder's Office 1 INCH = 20 FEET
denotes new lot line
denotes boundary line
denotes new easement per this map
denotes existing easement
(Rad) denotes Radial Bearing
PRBC denotes Plastic ReBar Cap
NTS denotes Not To Scale
M denotes Measured
(NAD27) see (R-4) for Mapping Angle and Grid to Ground Factor Grid denotes Bearing and Distance per the California State Plane System Fd. denotes Found
ESP denotes Established by Single Proportion
EBB denotes Established by Bearing/Bearing Intersection CF denotes Calculated From
C denotes Calculated
(R-6) denotes record data per Inst. No. 2008-0045084, O.R. (R-5) denotes record data per 5/M+S/51-56
(R-4) denotes record data per 2/SHMM/228-232
(R-3) denotes record data per 119/RS/27
(R-2) denotes record data per Tr. No. 13533 per 127/M/94-98 (R-1) denotes record data per P.M. No. 31051 per 63/PM/37-42 (R) denotes record data per Tr. No. 31040 per 201/M/63-67 Division of Highways RCE 12792" per (R-4) additional stamping as shown denotes found 2-1/4" Brass Cap in Concrete stamped "State of California denotes found monument as described
denotes set 1-1/2" Galvanized I.P. & Tag stamped PLS 8135 denotes set 1" Galvanized I.P. & Tag stamped PLS 8135
Legend and Notes
the basis of bearings shown on this map.

7.66'
L = 71.88'
Δ = 62°24'15"
R = 66.00'
L = 226.04'
Δ = 43°10'14"
R = 300.00'
L = 69.84'
Δ = 13°20'19"
R = 300.00'
N47°50'59"E 108.69'M
S64°59'47"E 82.77'M
N33°02'14"E 198.18' M
L = 262.05'
Δ = 30°01'42"
R = 500.00'

18.15'M

18.15'M
Sheet 10
See Detail B

18.15'M

18.15'M
S21°47'21" E
(Rad)
S32°22'20" E
(RAD)
N25°02'26"E
N 33°02'14" E 84.55' M
Established
per R
Established
per R
Established
per R
(Rad)M
N07°54'49"E (Rad)M

0.87'M

19.00'M
=38°35'05"(R)
L=78.12'(R)
(R) & M
Established by intersection
N
S
E
W
20' 0' 20' 40' 80' 10'
See Sheet 2 for Legend and Boundary Info
Sheet 7 of 12

LOT ONE

LOT TWO
See Sheet 9

10.00'
per Inst. No. 1985-023232, O.R.
purposes to Buellton Community Services District
Centerline of a 10' Wide Easement for waterline
128.49'(R) 129.39M 379.72'M 250.38'M
S 72°43'09" W
(Rad)M
Easement per this map
10' wide Water line
In favor of Lots1, 2, & 3
Utilities, and Storm Drain purposes per this map
Egress, Public Water, Public Utilities, Private
Variable width Easement for Ingress, Centerline of a 27.70' wide Easement for Ingress, Egress, Public Water, Public Utilities, Private Utilities, and Storm Drain purposes
per this map in favor of Lots 1, 2 & 3
1985-023233 O.R. for ingress, egress and P.U.E.s Variable Width Easement P-1
P-2 P-3
P-4
P-5
P-6
P-8
P-9
P-10
P-11 P-21 P-20
S 50°53'50" E 167.32'M S 25°06'10" W 100.17'M
In Favor of Lots 2 & 3
Utilities, and Storm Drain purposes per this map
Egress, Public Water, Public Utilities, Private
Variable width Easement for Ingress, S 25°04'16" W 1533.16'M S 25°06'10" W 387.30'M P-22 S 47°47'20" W
S 40°47'13" W
(Rad)M
(Rad)M
=7°00 0' 9 M" L=40 5. 8 M'
S39°06'10"W

19.00'M
N39°06'10"E 19.00'M
N 50°53'50" W 76.00'M
N 50°53'50" W 85.00'M
S 50°53'50" E 76.00'M
S 50°53'50" E 85.00'M S 25°06'10" W 93.00'M
S39°06'10"W

19.00'M
S 50°53'50" E 28.26'M
S64°53'50"E

19.00'M
N64°53'50"W

19.00'M
S39°06'10"W

19.00'M
N39°06'10"E 19.00'M S24°43'12"W 19.00'M N26°12'53"E 19.00'M S33°41'18"W

19.00'M
S21°39'06"W

19.00'M
N28°29'54"E

19.00'M
S45°32'43"W

19.00'M

3.36'M
S 50°53'50" E, 4.00'M S 25°06'10" W 22.00'M
N64°53'50"W

19.00'M N 25°06'10" E 22.00'M
S64°53'50"E

19.00'M
Sheet 10
See Detail A
For This AreaSee Sheet 6 See Sheet 6
See Sheet 6
See Sheet 6
S 25°03'03" W
S 25°02'00" W
(Rad)M
(Rad)M
R=332.00 M' =46°38 5' 2 M" L=270 3. 0 M' =29°03 1' 7 M" L=168 3. 6 M' S 50°53'50" E 27.33'M

13.85'M

13.00'M

13.00'M S 25°03'00" W (Rad)M
L = 5.04'M
Δ = 0°50'03"M
R = 345.85'M
=8°06 0' 4 M" L=51 4. 7 M' R=364 0. 0 M'
=8°08 0' 8 M" L=48 9. 9 M' R=345 0. 0 M'
R=318.15'M
=6°07'24 M" L=34.00 M' R=319 0. 0 M' =17°46 0' 4 M" L=98 9. 2 M' R=300 0. 0 M' =17°48 4' 9 M" L=93 2. 7 M' N25°06'10"E 20.02'M 89.64'M N 25°06'10" E 93.00'M S 64°53'50" E

44.86'M
L=27 4. 1 M' =24°55 4' 6 M" S 25°06'10" W 1.00'M
L = 17.51'M
Δ = 70°54'28"M
R = 14.15'M
L = 21.70'M
Δ = 3°35'41"M
R = 345.85'M
L = 23.79'M
Δ = 17°44'18"M
R = 76.85'M
L = 6.46'M
Δ = 40°25'30"M
R = 9.15'M
R=63 0. 0 M' =67
1° 8
4' M" 7
=
L . 4
7 M' 1
0 N 44°11'42" E
(Rad)
N 65°31'40" E
(Rad)M
S64°53'50"E

16.88'M
=42
2° ' 3
10 M" 4
=
L
M' 0

6. 6
R=49 1. 5 M' =67°18 4' " 7
M
=
L . 7
5 M' 4
7 S 25°06'10" W 75.75'M
S64°53'50"E

20.80'M
N64°53'50"W

19.00'M N 25°06'10" E 59.30'M
L=

16.46'M
=
103°05'01"M
R
=9.15'M

19.93'M
Sheet 10
See Detail C
163.28'M
S 28°08'14" W
S 28°06'52" W
S 28°08'11" W
(Rad)M (Rad)M (Rad)M
L=18 7. M' =76°0
0' M" R=14

1. M' 5
S 50°53'50" E 2.01'M
S 25°06'10" W

7.25'M
R =9.1 5'M
=1 0 0 °50 '1 7"M
L =1 6.1 0'M
S 34°00'06" W
(Rad)M

13.85'M
See Detail A, Sheet 11
See Detail D, Sheet 11
See Detail A
Sheet 11
See Detail A
Sheet 11 S 25°06'10" W 49.30'M
In favor of Lots1 & 3
Utilities, and Storm Drain purposes per this map
Egress, Public Water, Public Utilities, Private
Variable width Easement for Ingress, 10.00'M Variable Width 170.55' C See Sheet 3
See Sheet 4
Being a subdivision of The Remainder of Tract Map No. 31,040 as filed for record in Map Book For Airspace Condominiums
TRACT MAP NO. 31,061
County of Santa Barbara, State of California, said Tract being a portion of Tract 8 of that 201, Sheets 63 thru 67 in the Office of the County Recorder, lying in the City of Buellton, certain map filed in Maps and Surveys Book 5, Sheets 51 thru 56 in said Recorder's Office 1 INCH = 20 FEET
5'
5'
L=37.40'M R=500 0. 0'
L=262.05' R=500.00
=4°17 0' 8"
=30°01 4' 2"

18.15'M

18.15'M 18.15'M

18.15'M

13.85' 13.00'
Legend and Notes
Division of Highways RCE 12792" per (R-4) additional stamping as shown denotes found 2-1/4" Brass Cap in Concrete stamped "State of California denotes found monument as described
denotes set 1-1/2" Galvanized I.P. & Tag stamped PLS 8135 denotes set 1" Galvanized I.P. & Tag stamped PLS 8135
(R) denotes record data per Tr. No. 31040 per 201/M/63-67 (R-1) denotes record data per P.M. No. 31051 per 63/PM/37-42 (R-2) denotes record data per Tr. No. 13533 per 127/M/94-98 (R-3) denotes record data per 119/RS/27
(R-4) denotes record data per 2/SHMM/228-232
(R-5) denotes record data per 5/M+S/51-56
(R-6) denotes record data per Inst. No. 2008-0045084, O.R.

C denotes Calculated
CF denotes Calculated From
EBB denotes Established by Bearing/Bearing Intersection ESP denotes Established by Single Proportion
Fd. denotes Found
Grid denotes Bearing and Distance per the California State Plane System M
(NAD27) see (R-4) for Mapping Angle and Grid to Ground Factor denotes Measured
NTS denotes Not To Scale
PRBC denotes Plastic ReBar Cap
(Rad) denotes Radial Bearing
denotes new lot line
denotes boundary line
denotes new easement per this map
denotes existing easement
the basis of bearings shown on this map.

Pages 37 to 42 inclusive, of Parcel Maps, was used as
Hauber Parcel Map No. 31051, recorded in Book 63,
Parcels One, Two, Three, and Four, as shown on the
The bearing of N 25°00'13" E along the West line of
Basis of Bearings: 79.83' C
R=319.00'M
=17°46'04"M
L=98.92'M
R=300.00'M
=17°48'48"M
L=93.27'M S 22°02'05" W (Rad)M
S 22°00'43" W (Rad)M
S 22°00'47" W
(Rad)M
S 45°55'41" W
(Rad)M
S 45°54'19" W
(Rad)M
S45°54'22"W
(Rad)M
S64°53'50"E

19.00'M

18.15'M 57.00'M S25°06'10"W N 25°06'10" E 57.00'M
L = 16.58'M
Δ = 12°30'05"M
R = 76.00'M S 25°04'16" W S 25°04'16" W
S 58°06'53" W
(Rad)M
L = 10.46' M
Δ = 01°53'00" M
R = 318.85' M
S 64°53'50" E 54.10' M13.85' 13.85'
L = 11.97'M
Δ = 01°21'30"M
R = 505.00'M

5.70'M

5.69'M

5.65'M
Parcel 3 per (R-1) Parcel 2 per (R-1)
N
S
E
W
See Sheet 5
Sheet 8 of 12
See Sheet 2 for Legend and Boundary Info P-12 P-27
in favor of Lots 1 & 3
and Storm Drain purposes per this map
Public Water, Public Utilities, Private Utilities,
Variable width Easement for Ingress, Egress, P-31 P-30 P-29 P-28 P-14 P-13 P-33
P-16 P-15
P-32
20' 0' 20' 40' 80' 10'

LOT TWO
See Sheet 4
LOT THREE See Sheet 9
N 64°53'50" W 94.00'M
N 64°53'50" W 85.00'M S 25°06'10" W 76.00'M S 25°06'10" W 67.00'M S 25°06'10" W 103.00'M S25°06'10"W 40.00'M S25°06'10"W 40.00'M S 25°06'10" W 67.00'M S 25°06'10" W 49.00'M S 25°06'10" W 57.00'M N 25°06'10" E 156.36'M N29°30'01"E, 10.73'M N 25°06'10" E,15.32'M N 25°06'10" E, 5.00'M N 25°06'10" E, 5.00'M 23.00'M N 25°06'10" E 5.00'M N 25°06'10" E 10.04'M
S 64°53'50" E 85.00'M
S 64°53'50" E 94.00'M
S 64°53'50" E, 15.76'M N 25°06'10" E 160.67'M
N 64°53'50" W, 8.77'M N 25°06'10" E 47.28'M N 25°06'10" E 103.00'M N 25°06'10" E N 25°06'10" E 49.00'M N 25°06'10" E N 25°06'10" E 57.00'M N 25°06'10" E 46.93'M N 25°06'10" E 76.00'M N 25°06'10" E 67.00'M N25°06'10"E 40.00'M N25°06'10"E 40.00'M N 25°06'10" E 67.00'M S64°53'50"E, 5.00'M
N 64°53'50" W, 5.00'M 28.21'M 28.51'M N25°06'10"E
=
R
9 1. 5 M' 9
=
0 °00 0' 0 M" =L
1 4 3. 7
L
=
M'

14.37'M
=
90°00'00"M
R=9.15'M
See Sheet 9
See Sheet 9
L = 15.29'M
Δ = 4°23'51"M
R = 199.15'M
L = 15.41'M
Δ = 4°23'50"M
R = 200.85'M
N29°30'01"E 5.43'M
N64°53'50"W 108.03'M 14.85'M
See Sheet 6 440.02'M N 25°00'13" E 1213.22'M 773.20'M 181.36'M 339.00'M
N 64°53'50" W 499.76'M

13.00'M

13.85'M

15.85'M 15.00'M 15.00'M 15.00'M 15.00'M

13.00'M

13.85'M

13.00'M

15.85'M 15.85'M

31.70'M 30. 00'M

26. 00'M
in favor of Lots 1, 2 & 3
purposes per this map
Private Utilities, and Storm Drain
Egress, Public Water, Public Utilities,
Variable width Easement for Ingress,
Purposes to the City of Buellton per per this map
Centerline of a 31.70' wide Easement for Public Road

END PUBLIC EASEMENT
S64°53'50"E

19.00'M
N64°53'50"W

19.00'M
S64°53'50"E

19.00'M
N64°53'50"W

19.00'M N25°06'10"E 19.00'M S25°06'10"W 19.00'M N25°06'10"E 19.00'M S25°06'10"W 19.00'M Being a subdivision of The Remainder of Tract Map No. 31,040 as filed for record in Map Book For Airspace Condominiums
TRACT MAP NO. 31,061
County of Santa Barbara, State of California, said Tract being a portion of Tract 8 of that 201, Sheets 63 thru 67 in the Office of the County Recorder, lying in the City of Buellton, certain map filed in Maps and Surveys Book 5, Sheets 51 thru 56 in said Recorder's Office 1 INCH = 20 FEET 18.15'M 18.15' M 18.15' M 18.15' M

18.15' M

18.15' M
Legend and Notes
Division of Highways RCE 12792" per (R-4) additional stamping as shown denotes found 2-1/4" Brass Cap in Concrete stamped "State of California denotes found monument as described
denotes set 1-1/2" Galvanized I.P. & Tag stamped PLS 8135 denotes set 1" Galvanized I.P. & Tag stamped PLS 8135
(R) denotes record data per Tr. No. 31040 per 201/M/63-67 (R-1) denotes record data per P.M. No. 31051 per 63/PM/37-42 (R-2) denotes record data per Tr. No. 13533 per 127/M/94-98 (R-3) denotes record data per 119/RS/27
(R-4) denotes record data per 2/SHMM/228-232
(R-5) denotes record data per 5/M+S/51-56
(R-6) denotes record data per Inst. No. 2008-0045084, O.R.

C denotes Calculated
CF denotes Calculated From
EBB denotes Established by Bearing/Bearing Intersection ESP denotes Established by Single Proportion
Fd. denotes Found
Grid denotes Bearing and Distance per the California State Plane System M
(NAD27) see (R-4) for Mapping Angle and Grid to Ground Factor denotes Measured
NTS denotes Not To Scale
PRBC denotes Plastic ReBar Cap
(Rad) denotes Radial Bearing
denotes new lot line
denotes boundary line
denotes new easement per this map
denotes existing easement
the basis of bearings shown on this map.

N 64°53'50" W 94.00'M
N64°53'50"W 103.00'M
S 64°53'50" E 94.00'M
S64°53'50"E N25°06'10"E 19.00'M N25°06'10"E 19.00'M
103.00'M

15.85'M 15.85'M

15.85'M
N64°53'50"W

18.15'M

19.00'M N 25°06'10" E 384.93' M
N29°30'01"E 5.30'M
N
S
E
W
20' 0' 20' 40' 80' 10'
Sheet 9 of 12
See Sheet 2 for Legend and Boundary Info
See Sheet 5 P-21 P-20 P-22

LOT TWO
See Sheet 7
in favor of Lots 1 & 3
purposes per this map
Private Utilities, and Storm Drain
Egress, Public Water, Public Utilities,
Variable width Easement for Ingress, P-18 P-19 P-25 P-24 P-23 P-17
P-34 P-33
P-16
P-32 P-15

26.00'M

LOT THREE
See Sheet 4
See Sheet 8
See Sheet 8 See Sheet 8
N 64°53'50" W 94.00'M N 64°53'50" W 76.00'M
N 64°53'50" W 103.00'M N 64°53'50" W 103.00'M S 25°06'10" W 103.00'M S 25°06'10" W 76.00'M S 25°06'10" W 76.00'M S 25°06'10" W 49.00'M S 25°06'10" W 76.00'M S 25°06'10" W 57.00'M S 25°06'10" W 76.00'M S 64°53'50" E 94.00'M
S 64°53'50" E 103.00'M
S 64°53'50" E 76.00'M
S 64°53'50" E 103.00'M N 25°06'10" E 103.00'M N 25°06'10" E 49.00'M N 25°06'10" E 57.00'M N 25°06'10" E 76.00'M N 25°06'10" E 76.00'M N 25°06'10" E 76.00'M N 25°06'10" E 76.00'M 30.00' M N 64°53'50" W, 5.00'M
N 64°53'50" W, 1.00'M
N 64°53'50" W

5.00'M
N 64°53'50" W

5.00'M
N64°53'50"W

23.23'M
N64°53'50"W

2.09'M N25°06'10"E 19.00'M S25°06'10"W 19.00'M N25°06'10"E 19.00'M N25°06'10"E 19.00'M N25°06'10"E 19.00'M S25°06'10"W 19.00'M S25°06'10"W 19.00'M S25°06'10"W 19.00'M

19.00'M

19.00'M
S64°53'50"E
S64°53'50"E
S64°53'50"E
S64°53'50"E
S64°53'50"E
S64°53'50"E
N64°53'50"W
S64°53'50"E
N64°53'50"W
N64°53'50"W
N64°53'50"W
N64°53'50"W
N64°53'50"W
N64°53'50"W

13.85'M 24.02' M 15.85'M

8.00'M

13.85'M 13.00'M
R=9.1 5 'M
=90 °0 '0 "M
L =1 4.37'M S 25°06'10" W 47.27'M S 25°06'10" W 28.21'M S 25°06'10" W 28.51'M S 25°06'10" W 49.30'M S 25°06'10" W 4.00'M S 25°06'10" W 4.00'M S 25°06'10" W 4.00'M S 25°06'10" W 4.00'M

13.85'M

13.85'M Variable Width

13.00'M

13.00'M 13.00'M

13.00'M 13.00'M 15.00'M 15.00'M 15.00'M 15.00'M 15.85'M 15.85'M 15.85'M

15.85'M 15.85'M
N 64°53'50" W 499.76'M
339.00'M 723.62'M 429.77'M S 25°04'16" W 1533.16'M
in favor of Lots 1 & 3
and Storm Drain purposes per this map
Egress, Public Water, Public Utilities, Private Utilities, Variable width Easement for Ingress,

13.85'M

13.85'M
Being a subdivision of The Remainder of Tract Map No. 31,040 as filed for record in Map Book For Airspace Condominiums
TRACT MAP NO. 31,061
County of Santa Barbara, State of California, said Tract being a portion of Tract 8 of that 201, Sheets 63 thru 67 in the Office of the County Recorder, lying in the City of Buellton, certain map filed in Maps and Surveys Book 5, Sheets 51 thru 56 in said Recorder's Office 1 INCH = 20 FEET
Legend and Notes
Division of Highways RCE 12792" per (R-4) additional stamping as shown denotes found 2-1/4" Brass Cap in Concrete stamped "State of California denotes found monument as described
denotes set 1-1/2" Galvanized I.P. & Tag stamped PLS 8135 denotes set 1" Galvanized I.P. & Tag stamped PLS 8135
(R) denotes record data per Tr. No. 31040 per 201/M/63-67 (R-1) denotes record data per P.M. No. 31051 per 63/PM/37-42 (R-2) denotes record data per Tr. No. 13533 per 127/M/94-98 (R-3) denotes record data per 119/RS/27
(R-4) denotes record data per 2/SHMM/228-232
(R-5) denotes record data per 5/M+S/51-56
(R-6) denotes record data per Inst. No. 2008-0045084, O.R.

Pages 37 to 42 inclusive, of Parcel Maps, was used as
Hauber Parcel Map No. 31051, recorded in Book 63,
Parcels One, Two, Three, and Four, as shown on the
The bearing of N 25°00'13" E along the West line of
Basis of Bearings:
denotes new lot line
denotes boundary line
denotes new easement per this map
denotes existing easement S 25°06'10" W 75.75'M
N64°53'50"W

19.00'M N 25°06'10" E 59.30'M

18.15'M

18.15'M 18.15'M 18.15'M 18.15'M 19.00'M N25°06'10"E 18.15'M 18.15'M 18.15'M 18.15'M S 25°06'10" W 387.30' M S25°06'10"W

5.87'M

5.78'M

5.74'M

5.70'M

5.69'M Variable Width

5.83'M

5.83'M
L = 9.48'M
Δ = 1°34'12"M
R = 345.85'M R = 29.15'M Δ = 22°59'42"M L = 11.70'M
N56°54'22"W

19.00'M
N17°14'46"E 19.00'M
P-6 P-8 R = 9.15'M Δ = 84°45'11"M L = 13.53'M N 10°05'56" E 7.87'M N 33°05'38" E 3.25'M S 16°54'57" W
S 15°20'45" W
S 16°54'54" W
(Rad)M
(Rad)M
(Rad)M Detail A Scale 1" = 10'
P-27 N64°53'50"W 19.00'M S64°53'50"E 19.00'M N 25°06'10" E, 10.04'M N 25°06'10" E 566.29'M 13.00'M 13.00'M 13.85'M Or As Shown 18.15'M 18.15'M P-26 13.85'M (15.85'M)
N25°06'10"E

19.00'M

15.85'M

15.00'M P-17 P-34
N25°06'10"E

19.00'M

15.00'M Or As Shown

15.00'M 15.00'M

15.85'M
S25°06'10"W

19.00'M

30.00'M

18.15'M

18.15'M
S25°06'10"W

19.00'M N 64°53'50" W 499.38'M N 64°53'50" W, 5.00'M N 64°53'50" W 23.23'MOr As Shown P-33 P-16 30' Wide Typical Section Showing The Parking & Road Right Of Way Offsets Scale 1" = 10' 26' Wide Typical Section Showing The Parking & Road Right Of Way Offsets Scale 1" = 10' Or As Shown Or As Shown See Sheet 2 for Legend and Boundary Info Sheet 10 of 12 P-26
P-27 19.00'M S64°53'50"E 19.00'M
N 25°06'10" E 566.29'M
S 66°01'54" E 121.74'M
N 20°05'57" W 80.92'M Detail B Scale 1" = 10' LOT ONE LOT TWO LOT ONE N 25°06'10" E

10.04'M 18.15'M N 64°53'50" W 18.15''M
N 25°06'10" E

10.89'M
S 25°06'10" W

10.89'M 13.00'M

13.85'M
R=95.00'M =54°50'02"M L=90.92'M
R=76.00'M =55°07'51"M L=73.13'M

18.15'M

19.00'M
S 11°15'07" E 83.47'M 38.27'M

22.51'M

58.41'M
S 01°08'27" W
S 09°45'59" E
S 09°46'58" E
S 10°03'48" E
(Rad) M
(Rad) M
(Rad) M
(Rad)M
P-21 S 64°53'50" E 16.88'M
S 25°06'10" W 75.75'M S64°53'50"E 20.80'M
N 25°06'10" E 59.30'M 19.93'M Detail C Scale 1" = 10'
=103°05'01"M
R=

9.15'M
L=16.46'M
=12°30'05"M 0.87'M R = 76.85'M Δ = 0°43'20"M L = 0.97'M R=76.00'M
L=16.58'M
S 77°58'51" E
N 77°23'56" W
N 77°15'30" W
(Rad)M
(Rad)M
(Rad)M
S 25°04'16" W 1533.16'M TRACT MAP NO. 31,061 For Airspace Condominiums Being a subdivision of The Remainder of Tract Map No. 31,040 as filed for record in Map Book 201, Sheets 63 thru 67 in the Office of the County Recorder, lying in the City of Buellton, County of Santa Barbara, State of California, said Tract being a portion of Tract 8 of that certain map filed in Maps and Surveys Book 5, Sheets 51 thru 56 in said Recorder's Office N
S
E
W
N
S
E
W
N
S
E
W
N
S
E
W
N
S
E
W
Legend and Notes EBB denotes Established by Bearing/Bearing Intersection ESP denotes Established by Single Proportion Fd. denotes Found Grid denotes Bearing and Distance per the California State Plane System (NAD27) see (R-4) for Mapping Angle and Grid to Ground Factor M denotes Measured NTS denotes Not To Scale PRBC denotes Plastic ReBar Cap(Rad) denotes Radial Bearing denotes existing easement denotes new easement per this map denotes boundary line denotes new lot line Basis of Bearings: The bearing of N 25°00'13" E along the West line of Parcels One, Two, Three, and Four, as shown on the Hauber Parcel Map No. 31051, recorded in Book 63, Pages 37 to 42 inclusive, of Parcel Maps, was used as the basis of bearings shown on this map.

Legend and Notes
denotes set 1" Galvanized I.P. & Tag stamped PLS 8135denotes set 1-1/2" Galvanized I.P. & Tag stamped PLS 8135 denotes found monument as described denotes found 2-1/4" Brass Cap in Concrete stamped "State of California Division of Highways RCE 12792" per (R-4) additional stamping as shown (R) denotes record data per Tr. No. 31040 per 201/M/63-67(R-1) denotes record data per P.M. No. 31051 per 63/PM/37-42(R-2) denotes record data per Tr. No. 13533 per 127/M/94-98(R-3) denotes record data per 119/RS/27(R-4) denotes record data per 2/SHMM/228-232(R-5) denotes record data per 5/M+S/51-56(R-6) denotes record data per Inst. No. 2008-0045084, O.R.

C denotes Calculated CF denotes Calculated From

8.15'M

18.15'M
See Sheet 2 for Legend and Boundary Info Sheet 11 of 12 P-3
P-8 P-9 P-10
S24°43'12"W

19.00'M
N26°12'53"E

19.00'M S33°41'18"W 19.00'M 18.15'M

18.15'M

18.15'M
N28°29'54"E

19.00'M
S45°32'43"W 19.00'M 18.15'M

18.15'M
S 25°06'10" W 100.17'M N64°53'50"W 19.00'M
S 25°06'10" W

1.00'M 18.15'M =3°35'41"M =17°4 '18"M
N 25°06'10" E

20.02'M R = 14.15'M Δ = 70°54'28"M L = 17.51'M R = 9.15'M Δ = 100°50'17"M L = 16.10'M R = 9.15'M Δ = 40°25'30"M L = 6.46'M R=364.00'M =8°06'04"M L=51.47'M R=345.00'M =8°08'08"M L=48.99'M LR ==345.85'M 21.70'M R=76.85'M L=23.79'M N 65°31'40" E (Rad)M
S 47°47'22" W (Rad)M N 44°11'42" E (Rad) =29°03'17"M L=168.36'M R=332.00'M =46°38'52"M L=270.30'M =7°0 '09"M L=40.56'M R=63.0 'M =67°18'47"M L=74.01'M R=49.15'M =67°18'47"M L=57.74'M =24°5 '46"M L=27.41'M R=318.15'M =6°07'24"M L=34.00'M R=319.00'M =17°46'04"M L=98.92'M R=300.00'M =17°48'49"M L=93.27'M R = 318.15'M Δ = 1°53'00"M L = 10.46'M R = 345.85'M Δ = 1°55'21"M L = 11.60'M
S 25°53'03" W S 25°54'02" W S 25°53'00" W
R = 345.85'M
Δ = 0°50'03"M
L = 5.04'M
S 34°00'06" W
(Rad)M
(Rad)M
(Rad) M S 34°01'08" W
(Rad)M
S 34°01'06" W
(Rad)M
S 35°56'27" W (Rad)M
S 28°08'14" W
S 28°06'52" W
S 28°08'11" W
(Rad)M (Rad)M
(Rad)M S 45°55'41" W (Rad)M S 45°54'19" W (Rad)M S 47°47'20" W (Rad)M S 72°43'09" W (Rad)M Detail A Scale 1" = 10' TRACT MAP NO. 31,061 For Airspace Condominiums Being a subdivision of The Remainder of Tract Map No. 31,040 as filed for record in Map Book 201, Sheets 63 thru 67 in the Office of the County Recorder, lying in the City of Buellton, County of Santa Barbara, State of California, said Tract being a portion of Tract 8 of that certain map filed in Maps and Surveys Book 5, Sheets 51 thru 56 in said Recorder's Office NS E W Basis of Bearings: The bearing of N 25°00'13" E along the West line of Parcels One, Two, Three, and Four, as shown on the Hauber Parcel Map No. 31051, recorded in Book 63, Pages 37 to 42 inclusive, of Parcel Maps, was used as the basis of bearings shown on this map. Legend and Notes denotes set 1" Galvanized I.P. & Tag stamped PLS 8135 denotes set 1-1/2" Galvanized I.P. & Tag stamped PLS 8135 denotes found monument as described denotes found 2-1/4" Brass Cap in Concrete stamped "State of California Division of Highways RCE 12792" per (R-4) additional stamping as shown (R) denotes record data per Tr. No. 31040 per 201/M/63-67 (R-1) denotes record data per P.M. No. 31051 per 63/PM/37-42 (R-2) denotes record data per Tr. No. 13533 per 127/M/94-98 (R-3) denotes record data per 119/RS/27 (R-4) denotes record data per 2/SHMM/228-232 (R-5) denotes record data per 5/M+S/51-56 (R-6) denotes record data per Inst. No. 2008-0045084, O.R. C denotes Calculated CF denotes Calculated From EBB denotes Established by Bearing/Bearing Intersection ESP denotes Established by Single Proportion Fd. denotes Found Grid denotes Bearing and Distance per the California State Plane System (NAD27) see (R-4) for Mapping Angle and Grid to Ground Factor M denotes Measured NTS denotes Not To Scale PRBC denotes Plastic ReBar Cap (Rad) denotes Radial Bearing denotes existing easement denotes new easement per this map denotes boundary line denotes new lot line S 45°54'22" W (Rad)M N
S
E
W
See Sheet 2 for Legend and Boundary Info Sheet 12 of 12 LOT THREE Parcel 3 per (R-1)
773.20'M
S 25°06'16" W 1533.16'M R=50.00'M Δ=19°38'11"M L=17.14'M 70.00' x 84.00' wide Easement for Public Utilities, Private Utilities, Storm Drain purposes, Bridge Maintenance purposes, Ingress, Egress, and Trail easement for the use of all Lots per this map And a Public Trail Easement offered to the City of Buellton per separate document recorded as Instrument No. 2023-__________,O.R.

S08° 31'19"W(RadM)
S72°25'03"E 20.63'M
S 84°32'01" E 75.00'M S 64°53'50" E 11.68'M

84.00'M 209.71'M
N 25°00'13" E 1213.22'M
N 25°06'10" E 566.29'M
181.36'M 30' 0' 15' 30' 60' 180'
N 80°35'49" E 66.62'M
R=50.0 'M
L
=
1 0
7°5
5'2
9"M
=94.18'M
R=50.00'M
L=46.63'M
=80°25'13"M
=
5 0°05'26"M
R=23.0 'M
L=32.28'M
R
=
5 0.0 'M
L
=
4 3.71'M
R
=
7 5.0
0'M
=62°12'2
4"M
L
=
8 1.4
3'M

51.88'M S 64°59'45" E 70.00'M
S 25°00'13" W 84.00'M N 64°59'45" W 70.00'M N 13°58'45" E(RadM)

35.55'M

48.45'M
505.09'M 218.53'M
N 25°06'10" E 160.67'M
N 25°06'10" E 156.36'M
R=65.00'M
=78°52'35"M L=89.48'M
=73°25'09"M L=83.29'M
R
=80.85'M
=81°03'26"M L=114.38'M
R=49.15'M
=
75°15'07"M L=64.55'M
=73°25'09"M L=103.60'M N 08°31'19" E 13.86'M
N 25°06'10" E

31.07'M
N 41°48'57" E 25.36'M S 64°53'50" E 300.61'M
S 19°56'13" E 14.26'M
S 25°06'10" W 65.28'M S 60°30'43" W, 11.25'M
N 84°32'01" W 75.00'M
N 72°25'03" W

20.63'M
S 80°35'49" W 66.62'M
S 66°01'15" E 65.46'M
N 50°13'27" E 68.64'M

2.29'M Variable width Retention Pond Easement in favor of all Lots per this map 20.00' wide Easement for Ingress, Egress, Public Water, Public Utilities and Private Utilities purposes for all Lots per this map, and Public Trail Easement offered to the City of Buellton per this map Centerline of a 10.00' wide Easement for Ingress, Egress, Public Utilities and Private Utilities purposes for all Lots per this map 20.00' x 20.00' wide Easement for water well, Ingress, Egress, Public Utilities and Private Utilities purposes for all Lots per this map TRACT MAP NO. 31,061 For Airspace Condominiums Being a subdivision of The Remainder of Tract Map No. 31,040 as filed for record in Map Book 201, Sheets 63 thru 67 in the Office of the County Recorder, lying in the City of Buellton, County of Santa Barbara, State of California, said Tract being a portion of Tract 8 of that certain map filed in Maps and Surveys Book 5, Sheets 51 thru 56 in said Recorder's Office Δ = 05°27'26"M L = 6.19'M N 62°50'16" W
(Rad) M
=53°26'06"M
N 67°40'23" E
(Rad)M R= 60.00'M Δ = 04°49'38"M L = 5.06'MS 10°17'37" W (Rad)M L=

75.3 5'M
=1 07°5
5'3
0"M
R=40.0
0'M
L=37.31'M
=53°26'05"M
R=40.00'M
L
=
7 0.5
7'M
=
62°1
2'2
4"M
L
R
=
6 5.0
0'M
=46.32'M =80°25'13"M
R=33.00'M
L
=
5 2.46'M
=
5 0°05'26"M
R
=

60.0 'M
N 17°34'57" E

20.00'M
S 72°25'03" E 20.00'M
S 17°34'57" W

20.00'M
N 72°25'03" W

20.00'M

10.00'M

5.00'M

5.00'M
N 50°13'27" E 68.64'M
S 09°24'11" E, 10.00'M See Detail "A" Below Right Detail A Scale 1"=10' 20' Wide Public Trail Easement offered to the City of Buellton per this map

20.00'M Detail B Scale 1"=20' S 64°59'45" E 70.00'M N 64°59'45" W 70.00'M S 25°00'13" W 84.00'M

35.55'M 48.45'M N 02°58'39" E (Rad)M N 01°25'01" E (Rad)M S08° 31'19"W(RadM) 51.88'M N 16°09'36" E (Rad)M N 13°58'45" E (Rad)M N 10°21'17" E (Rad)M

19.17'M 13.19'M 16.09'M 16.25'M 19.30'M
R=65.0 'M
=78°52'35"M L=89.48'M
=73°25'09"M L=83.29'M
R
=

80.85'M
=81°03'26"M
L=114.38'M
R=49.15'M
=75°15'07"M
L=64.55'M
=73°25'09"M
L=103.60'M
R=103.50'M
=67°52'29"M
L=12 .61'M
R=103.50'M
=67°52'29"M L=122.61M 13.86'M
N 08°31'19" E 36.65'M

22.79'M
N 08°31'19" E 22.76'M
N 64°59'45" W

4.68'M

10.00'M

10.00'M
Δ = 05°27'26"M, L=6.19'M
723.62'M 1 INCH = 30 FEET Legend and Notes denotes set 1" Galvanized I.P. & Tag stamped PLS 8135 denotes set 1-1/2" Galvanized I.P. & Tag stamped PLS 8135 denotes found monument as described denotes found 2-1/4" Brass Cap in Concrete stamped "State of California Division of Highways RCE 12792" per (R-4) additional stamping as shown (R) denotes record data per Tr. No. 31040 per 201/M/63-67 (R-1) denotes record data per P.M. No. 31051 per 63/PM/37-42 (R-2) denotes record data per Tr. No. 13533 per 127/M/94-98 (R-3) denotes record data per 119/RS/27 (R-4) denotes record data per 2/SHMM/228-232 (R-5) denotes record data per 5/M+S/51-56 (R-6) denotes record data per Inst. No. 2008-0045084, O.R.

C denotes Calculated CF denotes Calculated From EBB denotes Established by Bearing/Bearing Intersection ESP denotes Established by Single Proportion Fd. denotes Found Grid denotes Bearing and Distance per the California State Plane System (NAD27) see (R-4) for Mapping Angle and Grid to Ground Factor M denotes Measured NTS denotes Not To Scale PRBC denotes Plastic ReBar Cap (Rad) denotes Radial Bearing
denotes existing easement denotes new easement per this map denotes boundary line denotes new lot line Basis of Bearings:

13.19'M N 08°31'19" E 22.79'M
This Agreement ("Agreement") is made and entered into this ___ day of ___________, 2024, by and between SBID, LLC, a California Single Member LLC ("SBID") and the City of Buellton ("City").

WHEREAS, the Property Owner/Developer is the owner of certain real property located within the City of Buellton, located on Industrial Way, identified by APN 099-690-053 (the "Property"); and
WHEREAS, the City and the Property Owner/Developer desire to establish certain conditions related to the development and occupancy of the Property.

NOW, THEREFORE, in consideration of the mutual covenants and conditions contained herein, the parties hereto agree as follows:

1. Covenant Recording Requirement
o SBID agrees that pursuant to the existing entitlements (Final Development Plan (16-FDP-06) and Tentative Tract Map (TTM 31061)) a covenant shall be recorded on the Property with 120 days from Map Redecoration. The City may grant extensions if SBID demonstrates progress and ongoing negotiations with the Rancho De Maria HOA. This covenant shall be binding on any future tenants and/or property owners of the Property.
o The intention of the covenant will limit ingress and egress through the eastern property access point, bordering the Rancho De Maria subdivision, to emergency and/or construction access only. No private ingress and/or egress will be permitted through this portion of the eastern property access point.

2. Conditions, Covenants & Restrictions (CC&Rs)
o SBID agrees that the future CC&Rs for the Property shall include provisions indicating that the covenant described in Section 1 must be recorded prior to the issuance of any Certificate of Occupancy.
o The CC&Rs shall specify that no Certificate of Occupancy will be granted by the City until the covenant is recorded.
o The CC&Rs shall include language granting the City the authority to enforce the provisions of the CC&Rs.

3. Building & Grading Permits
o SBID and any future property owners acknowledge that no permits will be issued by the City on the subject Property or properties until said covenant is recorded. o City agrees that any permits related to the Zaca Creek Crossing Bridge and entry improvements to Industrial Way are not subject to this agreement and such permits will be issued in the event the covenant is not recorded prior to their approval.

4. Binding Effect
o This Agreement shall be binding upon and inure to the benefit of the parties hereto and their respective heirs, successors, and assigns.

5. Governing Law
o This Agreement shall be governed by and construed in accordance with the laws of the State of California.

DRAFT Page 35 of 54
IN WITNESS WHEREOF, the parties hereto have executed this Agreement as of the day and year first above written.

DRAFT Page 36 of 54

CITY OF BUELLTON
City Council Agenda Staff Report

City Manager Review: SW
Council Agenda Item No.: 6
To: The Honorable Mayor and Council Members
From: Andrea Keefer, Planning Director

Meeting Date: July 25, 2024
Subject: Story Pole Waiver Request Regarding:

The 518 Mixed-Use Project, 518 Avenue of Flags and
Creekside Village Mixed-Use Project, 480 Avenue of Flags ______________________________________________________________________________

BACKGROUND
Owner: The 518 LLC and Creekside Village (AoF) LLC
Agent/Applicant: MB Development Company, Brandon Mann, Manager General Plan Designation: Avenue of Flags Specific Plan Zoning: CR-SP (General Commercial-Specific Plan)
On behalf of property owners The 518 LLC and Creekside Village (AoF) LLC, Brandon Mann of MB Development Company (Agent/Applicant) has submitted two Development Plan Modification (DPM) applications (24-DPM-01 and 24-DPM-02) requesting modifications to previously-approved final development plan (FDP) permits and related development agreements for both The 518 Mixed Use Project (21-FDP-05, 21-DA-01 ) and Creekside Village Mixed-Use Project (19-FDP-01, 19-LLA-01, 20-DA-01).

See attached vicinity map showing location of the two projects. (Attachment 1) DPM applications for both projects have been submitted and are currently being processed for public hearings by the Planning Commission and subsequently the City Council. The modification requests for both projects consist of: height increases (6 feet and 9 feet, respectively); and change of use (introduction of live/work).

Buellton Municipal Code (BMC) Section 19.08.120 I.2, requires the installation of story poles for projects exceeding 25 feet in height; said poles shall be erected at least 30 days prior to the first public hearing on a project and shall remain in place until a final decision is made on the project. Story poles were erected for both projects during the original FDP entitlement review and approval process.

Page 37 of 54 ends

Story Pole Waiver Request Page 2 July 25, 2024
BMC Section 19.08.120 I.2 also allows the City Council to waive the requirement for story poles upon a written request from the Applicant demonstrating that these items would not provide clarification for review of the project(s) which, in the current subject case, consists of the two modification requests.

Attached for the City Council’s consideration is the Applicant’s “Story Pole Exemption Request” which includes the request to waive the story pole requirement, a narrative justification for the request and supporting exhibits pertaining to both projects, (Attachment 2)

RECOMMENDATION
That the City Council consider the following two actions:

1. Require installation of story poles per BMC 19.08.120 for both projects; - OR -

2. Approve the Applicant’s request to waive the story pole requirement for both projects.

ATTACHMENTS
Attachment 1 – Project Location/Vicinity Map
Attachment 2 – Story Pole Exemption Request (MB Development Co., 7/1/24)

Page 38 of 54 ends

SECOND ST

AVENUE OF FLAGS

AVENUE OF FLAGS
Attachment 1 - Vicinity Map
¯ 0 45 90 180
Feet
Legend
City Parcels
Project Location

Page 39 of 54 ends

July 1st, 2024
City Council
City of Buellton
107 West Highway 246
Buellton, CA 93427
Re: Story Pole Exemption Request
Dear Honorable City Council Members,
I am writing on behalf of MB Development Company, in reference to the projects located at 480 and 518 Avenue of Flags, to respectfully request an exemption from Buellton Municipal Code Section 19.08.120, which requires the installation of story poles and the provision of scale models or graphic presentations for projects exceeding 25 feet in height.

The 480 and 518 Avenue of Flags projects were previously approved with story poles erected as part of the initial development process. We are currently seeking modifications and updates to these entitlements, which include changes to the building heights. For the 480 Avenue of Flags project, the approved height was 38 feet, and we are now requesting an increase to 47 feet. This additional height is set back over 39 feet from the property line and is located on the fourth story, making it virtually unnoticeable from the sidewalk.

Similarly, for the 518 Avenue of Flags project, the approved height was 41 feet, and we are now requesting an increase to 47 feet. While this height increase is also primarily on the fourth story, it will result in a slightly higher massing on the frontage. However, much of this additional height is part of the interior design and set back from the street level. This increase is still inconsequential to the overall design and does not significantly impact the visual aesthetics of the project.

Given that the primary modifications involve height increases that are either set back or minimally impactful to the streetscape, we believe that the requirement for additional story poles, scale models, or graphic presentations will not provide substantial clarification for the review of these modifications. The existing approvals and the nature of the proposed changes render these requirements unnecessary for an informed decision-making process.

We appreciate the City Council's consideration of this request and are committed to working closely with the City to ensure the successful development of these projects. We believe that granting this exemption will streamline the review process without compromising the quality or transparency of the project evaluation.

Thank you for your attention to this matter. We look forward to your favorable response.

Sincerely,
Brandon Mann
MB Development Company
Manager

Page 40 of 54 ends

Exhibit A
Avenue of Flags Context

Page 41 of 54 ends

AVENUE OF FLAGS STREET CONTEXT
518 AVENUE OF FLAGS - STREET PERSPECTIVE518 AVENUE OF FLAGS - STREET PERSPECTIVE

REVISED STREET SCENE

APPROVED STREET SCENE
480 AVENUE OF FLAGS - STREET PERSPECTIVE480 AVENUE OF FLAGS - STREET PERSPECTIVE 480 AVENUE OF FLAGS - MIXED USE 2374-01-RS21
20 MAY 2024 A12

Page 42 of 54 ends

Exhibit B
480 Story Poles

Page 43 of 54 ends

0 4 8 16
1/8” = 1’-0” 24X36 SHEET
1st F.F.

2nd F.F.

Roof Deck

3rd F.F.

T.O.Parapet

PROPERTY LI NE

PROPERTY LI NE
0 $
;
0 ,
8 0
+
(
,
*
+
7 /
,
0 ,
7

S I G N A G E S I G N A G E S I G N A G E S I G N A G E S I G N A G E

S I G N A G E

PROPOSED
Minmum: 28’
Predominant Max: 43’11”
3rd Floor Height: 33’-6”
(Front/Side Property Lines)
Setback: 5” - 31’-9”
4th Floor Height: 47’-11”
(Front/Side Property Lines)
Setback: 5” - 31’-9”
Front (AOF): 5” - 39’-8”
(58% of frontage setback > 10’)
Side (2nd St.): 10’ - 43’ setbacks

RIIURQWDJHVHWEDFN·

Side (So. P/L): 10’ setbacks

VHWEDFNDW·

Front (AOF): 10’5” - 39’-8”
(20% of frontage setback > 10’)
Side (2nd St): 10’- 40’ setbacks

RIIURQWDJHVHWEDFN·

Side (So. P/L): 10’ setbacks

VHWEDFNDW·

Art Deco Tower Elements: 47’-11” Art Deco Tower Elements: 47’-11” ------ ------
------

APPROVED
STREET FACADE # 30’

PROPOSED BUILDING ELEVATIONS
APPROVED WEST ELEVATION - AVENUE OF THE FLAGS 1 1/8" = 1'-0" (24 X 36 SHEET)REVISED WEST ELEVATION - AVENUE OF THE FLAGS 2 1/8" = 1'-0" (24 X 36 SHEET) 2ND STREET
2ND STREET
0'-0” FF (359.30’)

COMMERCIAL GROUND FLOOR
14'-0” FF

RESIDENTIAL

SECOND FLOOR
24’-5” FF

RESIDENTIAL

THIRD FLOOR
43’-11”

MAX PROPOSED PLATE HEIGHT
47’-0” T.O.P.

PROPOSED TYP. PARAPET HEIGHT
34’-10” FF

RESIDENTIAL

FOURTH FLOOR
2'-0” FF (360.30’)
GYM / LOBBY/ RES. GROUND FLOOR
409.56 (50’-0” ABV. AVERAGE NATURAL GRADE)

MAX HEIGHT LIMIT
359.56’

AVERAGE NATURAL GRADE
409.56 (50’-0” ABV. AVERAGE NATURAL GRADE)

MAX HEIGHT LIMIT
359.56’

AVERAGE NATURAL GRADE

PROPERTY LINE

PROPERTY LINE
480 AVENUE OF FLAGS - MIXED USE 2374-01-RS21
20 MAY 2024 A8

Page 44 of 54 ends

0 4 8 16
1/8” = 1’-0” 24X36 SHEET
1st F.F.

2nd F.F.

Roof Deck

3rd F.F.

T.O.Parapet

PROPERTY LI NE
0$;,080+(,*+7/,0,7

S I G N A G E

S I G N A G E S I G N A G E S I G N A G E S I G N A G E

S I G N A G E S I G N A G E S I G N A G E S I G N A G E S I G N A G E

S I G N A G E
STREET FACADE # 30’

PROPOSED BUILDING ELEVATIONS
APPROVED NORTH ELEVATION - SECOND ST. 1 1/8" = 1'-0" (24 X 36 SHEET)REVISED NORTH ELEVATION - SECOND STREET 2 1/8" = 1'-0" (24 X 36 SHEET) AOF

PARKING
0'-0” FF (359.30’)

COMMERCIAL GROUND FLOOR
14'-0” FF

RESIDENTIALSECOND FLOOR
24’-5” FF

RESIDENTIALTHIRD FLOOR
43’-11”

MAX PROPOSED PLATE HEIGHT
47’-0” T.O.P.

PROPOSED TYP. PARAPET HEIGHT
34’-10” FFRESIDENTIALFOURTH FLOOR
2'-0” FF (360.30’)
GYM / LOBBY/ RES. GROUND FLOOR
409.56 (50’-0” ABV. AVERAGE NATURAL GRADE)

MAX HEIGHT LIMIT
359.56’

AVERAGE NATURAL GRADE
409.56 (50’-0” ABV. AVERAGE NATURAL GRADE)

MAX HEIGHT LIMIT
359.56’

AVERAGE NATURAL GRADE

PROPERTY LINE
480 AVENUE OF FLAGS - MIXED USE 2374-01-RS21
20 MAY 2024 A9

Page 45 of 54 ends

0 6 12 24
3/32” = 1’-0” 24X36 SHEET

TYPICAL UNIT PLANS
1st F.F.

2nd F.F.

1st T.O.P.

Roof Deck

2nd T.O.P.

3rd F.F.

3rd T.O.P.

T.O.Parapet

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Building Beyond

CAFE BUSINESS CENTER GYM
1 BED 1 BED1 BED 1 BED
1 BED 1 BED 1 BED
1 BED 2 BED
2 BED
2 BED
1 BED 2 BED1 BED
CIRC.CIRC.

CIRC. CIRC.

DRIVE AISLE
0'-0” FF (359.30’)

COMMERCIAL GROUND FLOOR
14'-0” FF

RESIDENTIAL

SECOND FLOOR
24’-5” FF

RESIDENTIAL

THIRD FLOOR
43’-11”

MAX PROPOSED PLATE HEIGHT
47’-0” T.O.P.

PROPOSED TYP. PARAPET HEIGHT
2'-0” FF (360.30’)
GYM / LOBBY/ RES. GROUND FLOOR
34’-10” FF

RESIDENTIAL

FOURTH FLOOR
LONGITUDINAL SECTION LOOKING NORTH - APPROVED 1 3/32" = 1'-0" (24 X 36 SHEET)LONGITUDINAL SECTION LOOKING NORTH - REVISED 2 3/32" = 1'-0" (24 X 36 SHEET) 480 AVENUE OF FLAGS - MIXED USE 2374-01-RS21
20 MAY 2024 A10

Page 46 of 54 ends

0 6 12 24
3/32” = 1’-0” 24X36 SHEET

TYPICAL UNIT PLANS
1st F.F.

2nd F.F.

1st T.O.P.

Roof Deck

2nd T.O.P.

3rd F.F.

3rd T.O.P.

T.O.Parapet

$

$

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BIKE STORAGE
1 BED1 BED
1 BED 1 BED
1 BED
1 BED 1 BED
1 BED
POOL

COURTYARD
BUSINESS CENTER 2 BED
2 BED2 BED2 BED
CIRC. CIRC.

CIRC. CIRC.CIRC. CIRC.

CIRC./PATIO/ROOF DECK CIRC./PATIO/ROOF DECK
0'-0” FF (359.30’)

COMMERCIAL GROUND FLOOR
14'-0” FF

RESIDENTIAL

SECOND FLOOR
24’-5” FF

RESIDENTIAL

THIRD FLOOR
43’-11”

MAX PROPOSED PLATE HEIGHT
47’-0” T.O.P.

PROPOSED TYP. PARAPET HEIGHT
2'-0” FF (360.30’)
GYM / LOBBY/ RES. GROUND FLOOR
34’-10” FF

RESIDENTIAL

FOURTH FLOOR
LONGITUDINAL SECTION LOOKING EAST - APPROVED 1 3/32" = 1'-0" (24 X 36 SHEET)LONGITUDINAL SECTION LOOKING EAST - REVISED 2 3/32" = 1'-0" (24 X 36 SHEET) 480 AVENUE OF FLAGS - MIXED USE 2374-01-RS21
20 MAY 2024 A11

Page 47 of 54 ends

Exhibit C
518 Story Poles

Page 48 of 54 ends

0 4 8 16
1/8” = 1’-0” 24X36 SHEET

PROPOSED
Minmum: 30’
Predominant Max: 47’
3rd Floor Facade Height: 32’
(Front/Side Property Lines)
Setbacks Vary: 0’ - 34’-1”
4th Floor Facade Height: 47’
(Front/Side Property Lines)
Setbacks Vary: 2’-2” - 78’
Front (AOF): 0’ - 34’-1” setbacks
(25% of frontage setback > 10’)
Side (2nd St.): 0’ - 35’ setbacks
(56% of frontage setback > 10’)
Side (No. P/L): 12’ - 132’ setbacks
(100% setback at > 10’)
Front (AOF): 2’2” - 78” setbacks
(37% of frontage setback > 10’)
Side (2nd St.): 7’6” - 35’ setbacks
(77% of frontage setback > 10’)
Side (No. P/L): 12’ - 132’ setbacks
(100% setback at > 10’)
Art Deco Tower Elements: 45’ Art Deco Tower Elements: 45’ ------ ------
------------

APPROVED

PROPOSED BUILDING ELEVATIONS
APPROVED WEST ELEVATION - AVENUE OF THE FLAGS 1 1/8" = 1'-0" (24 X 36 SHEET)REVISED WEST ELEVATION - AVENUE OF THE FLAGS 2 1/8" = 1'-0" (24 X 36 SHEET) 46’-3”
TOP OF CROWN HEIGHT TYP.
2ND STREET2ND STREET
0'-0” FF (359.30’)
COMMERCIAL & RES.

GARAGES GROUND FLOOR
9’-4” FF

RESIDENTIAL

FIRST FLOOR
19'-8” FF

RESIDENTIAL

SECOND FLOOR
30’-0” FF

RESIDENTIAL

THIRD FLOOR
39’-0”

MAX PROPOSED PLATE HEIGHT
41’-0” T.O.P.

PROPOSED TYP. PARAPET HEIGHT 409.56 (50’-0” ABV. AVERAGE NATURAL GRADE)

MAX HEIGHT LIMIT
359.56’

AVERAGE NATURAL GRADE
409.56 (50’-0” ABV. AVERAGE NATURAL GRADE)

MAX HEIGHT LIMIT
359.56’

AVERAGE NATURAL GRADE

AVERAGE NATURAL GRADE)
GRADE

STREET FACADE # 30’

PROPERTY LINE PROPERTY LINE

PROPERTY LINE

PROPERTY LINE
0'-0” FF (359.30’)

COMMERCIAL CAFE GROUND FLOOR
12'-5” FF

RESIDENTIAL

SECOND FLOOR
22’-10” FF

RESIDENTIAL

THIRD FLOOR
42’-4”

MAX PROPOSED PLATE HEIGHT
47’-0” T.O.P.

PROPOSED TYP. PARAPET HEIGHT
33’-3” FF

RESIDENTIAL

FOURTH FLOOR
1'-0” FF (360.30’)
LIVE-WORK / LOBBY/ RES. GROUND FLOOR
518 AVENUE OF FLAGS - MIXED USE 2374-01-RS21
16 MAY 2024 A8

Page 49 of 54 ends

0 4 8 16
1/8” = 1’-0” 24X36 SHEET

PROPOSED BUILDING ELEVATIONS
APPROVED SOUTH ELEVATION - 2ND STREET 1 1/8" = 1'-0" (24 X 36 SHEET)PROPOSED SOUTH ELEVATION - 2ND STREET 2 1/8" = 1'-0" (24 X 36 SHEET)

AVE OF FLAGS
0’-0” FF (359.30’)
COMMERCIAL & RES.

GARAGES GROUND FLOOR
9’-4” FF

RESIDENTIAL

FIRST FLOOR
19'-8” FF

RESIDENTIAL

SECOND FLOOR
30’-0” FF

RESIDENTIAL

THIRD FLOOR
39’-0”

MAX PROPOSED PLATE HEIGHT
50’-0”

MAX HEIGHT LIMIT
41’-0” T.O.P.

PROPOSED TYP. PARAPET HEIGHT
409.56 (50’-0” ABV. AVERAGE NATURAL GRADE)

MAX HEIGHT LIMIT
359.56’

AVERAGE NATURAL GRADE
409.56 (50’-0” ABV. AVERAGE NATURAL GRADE)

MAX HEIGHT LIMIT
359.56’

AVERAGE NATURAL GRADE
0'-0” FF (359.30’)

COMMERCIAL CAFE GROUND FLOOR
12'-5” FF

RESIDENTIAL

SECOND FLOOR
22’-10” FF

RESIDENTIAL

THIRD FLOOR
42’-4”

MAX PROPOSED PLATE HEIGHT
47’-0” T.O.P.

PROPOSED TYP. PARAPET HEIGHT
33’-3” FF

RESIDENTIAL

FOURTH FLOOR
1'-0” FF (360.30’)
LOBBY/ RES. GROUND FLOOR
STREET FACADE # 30’

PROPERTY LINE PROPERTY LINE
518 AVENUE OF FLAGS - MIXED USE 2374-01-RS21
16 MAY 2024 A9

Page 50 of 54 ends

0 6 12 24
3/32” = 1’-0” 24X36 SHEET

SITE SECTIONS
CROSS SECTION WITH SITE NEIGHBOR CONTEXT - APPROVED 1 3/32" = 1'-0" (24 X 36 SHEET)CROSS SECTION WITH SITE NEIGHBOR CONTEXT - REVISED 2 3/32” = 1'-0" (24 X 36 SHEET) 2 BED 2 BED
2 BED 2 BED 2 BED
2 BED
RETAIL SPACE 3

DRIVE AISLE
2 BED 2 BED
TAND. GARAGE COURTYARD LOBBY TAND. GARAGE

ROOF DECK

DRIVE AISLEDRIVE AISLE

SOLAR CARPORTS

GARAGES

FIRST FLOOR RESIDENTIALFIRST FLOOR RESIDENTIAL

PARKINGPARKING

SECOND FLOOR RESIDENTIALSECOND FLOOR RESIDENTIAL

THIRD FLOOR RESIDENTIALTHIRD FLOOR RESIDENTIAL

NEIGHBORING RESIDENTIAL

APARTMENT BUILDING

NEIGHBORING RESIDENTIAL

APARTMENT BUILDING
CAFE
1 BED1 BED
1 BED 1 BED
1 BED
1 BED1 BED
1 BED

BIKE STORAGE TANDEM GARAGE
1 BED 1 BED 1 BED
1 BED
1 BED1 BED

COMMON ROOF DECK

PRIVATE

ROOF DECK

PRIVATE

ROOF DECK
518 AVENUE OF FLAGS - MIXED USE 2374-01-RS21
16 MAY 2024 A11

Page 51 of 54 ends

0 4 8 16
1/8” = 1’-0” 24X36 SHEET

SITE SECTIONS
STUDIO STUDIO STUDIO STUDIO 2 BED
2 BED STUDIO STUDIO STUDIO STUDIO 1 BED
RETAIL SPACE 1 RETAIL SPACE 2 RETAIL SPACE 3
0'-0” FF
COMMERCIAL & RES.

GARAGES GROUND FLOOR
9’-4” FF

RESIDENTIAL

FIRST FLOOR
19'-8” FF

RESIDENTIAL

SECOND FLOOR
30’-0” FF

RESIDENTIAL

THIRD FLOOR
39’-0”

MAX PROPOSED PLATE HEIGHT
47’-0”

MAX PROPOSED PARAPET HEIGHT
409.56 (50’-0” ABV. AVERAGE NATURAL GRADE)

MAX HEIGHT LIMIT
359.56’

AVERAGE NATURAL GRADE

AVERAGE NATURAL GRADE)
GRADE
0'-0” FF (359.30’)

COMMERCIAL CAFE GROUND FLOOR
12'-5” FF

RESIDENTIAL

SECOND FLOOR
22’-10” FF

RESIDENTIAL

THIRD FLOOR
42’-4”

MAX PROPOSED PLATE HEIGHT
47’-0” T.O.P.

PROPOSED TYP. PARAPET HEIGHT
33’-3” FF

RESIDENTIAL

FOURTH FLOOR
1'-0” FF (360.30’)
LIVE-WORK/ LOBBY/ RES. GROUND FLOOR
STUDIO 1 BEDSTUDIO
2 BEDROOM 2 BEDROOM 2 BEDROOM STUDIO2 BEDROOM 2 BEDROOM 2 BEDROOM2 BEDROOM 2 BEDROOM 2 BEDROOM LIVE WORK 1 LIVE WORK 2 LIVE WORK 3 LIVE WORK 4

COMMON ROOF DECK
1 BED
LONGITUDINAL SECTION LOOKING EAST - REVISED 2 3/32" = 1'-0" (24 X 36 SHEET)LONGITUDINAL SECTION LOOKING EAST - APPROVED 1 3/32" = 1'-0" (24 X 36 SHEET) 518 AVENUE OF FLAGS - MIXED USE 2374-01-RS21
16 MAY 2024 A12
RES. LOBBY CAFE

Page 52 of 54 ends

CITY OF BUELLTON
City Council Agenda Staff Report
City Manager Review: SW
Council Agenda Item No.: 7
To: The Honorable Mayor and City Council
From: Rose Hess, Public Works Director
Meeting Date: July 25, 2024
Subject: Representative Appointment to Water and Sewer Rate Study Committee
______________________________________________________________________________

BACKGROUND
On May 23, 2024, the City awarded the consultant contract to conduct a comprehensive Water and Sewer Rate Study. Throughout the process of the study, the consultant shall conduct several meetings with the City’s rate study committee to discuss progress at milestone periods. The rate study committee is comprised of the three members of staff (City Manager, Finance Director and Public Works Director) and two members of City Council. Staff is requesting volunteers of two members of Council to partake in the Committee. It is anticipated that process for the rate study would run from August through March/April with rates being adopted and implementation starting July 1, 2025.

FISCAL IMPACT
Appointment of Council members to the rate study committee will not have a fiscal impact.

RECOMMENDATION
Staff recommends that the City Council appoint two members to the rate study committee.

Page 53 of 54 ends

CITY OF BUELLTON
City Council Agenda Staff Report

City Manager Review: SW
Council Agenda Item No.: 8

To: The Honorable Mayor and City Council

From: Rose Hess, Public Works Director

Meeting Date: July 25, 2024

Subject: Schedule Update for Old and New Library Construction Projects ______________________________________________________________________________

BACKGROUND

On December 14, 2023, the City Council approved the construction contract for the renovation of 202 Dairyland to a new public library. Construction Notice to Proceed was issued and allowed construction to start mid-January 2024. Since that time, several items such as rain, lead time on materials, clarifications on structural, electrical, mechanical items once substructures were exposed, and modifications to design has required extensions of time. The latest anticipated construction completion date is October 2024. Library staff/books move-in would take approximately another month.

This directly impacts the construction commencement/completion of the renovation of the old (existing) library at 140 W. Highway 246 for the Santa Ynez Valley Community Outreach CDBG Project. City Council approved the construction contracts for the CDBG Project on January 25, 2024 and March 14, 2024. The Notice to Proceed for procurement of materials was issued for all 4 prime CDBG contracts, but construction has been on hold until the new library is (near) completed.

The CDBG Project has a construction deadline of December 30, 2024, which has already been extended from June 30, 2024.

Ideally the CDBG Project would commence immediately upon completion of the new library, to minimize downtime for a library to be open to the public. However, as time draws closer to grant deadlines, this will not be feasible. It is our intent to work with library staff to close and pack the existing library starting the end of August/beginning September so that CDBG Project construction activities can start by mid-September to be completed by the December deadline.

RECOMMENDATION
That the City Council receive the update and authorize staff to undertake library closures as needed to facilitate both projects.

Page 54 of 54 ends

Buellton City CouncilJuly 25, 2024

Buellton City Council
July 25, 2024