Steve Wilkos, Chair Mark MacLeod, Vice Chair Fred Kelley Leslie Olear Michael Rubin Ogunquit Planning Board March 23, 2026 6:00 PM Ogunquit Fire Department - 2nd Floor 15 School Street, Ogunquit, Maine EFFECTIVE NOVEMBER 24, 2025 - UNTIL FURTHER NOTICE: All meetings will be held at the Ogunquit Fire Station, Large Meeting Room, 2nd Floor, 15 School Street. Members of the public may attend in person, watch on https://ogunquitme.portal.civicclerk.com, or participate remotely via Zoom using the link below. Connecting by computer or mobile device: Register in advance or at the time of the meeting: https://ogunquitpd-org.zoom.us/webinar/register/WN_CZibVzZ7TCmknoitByBh3g#/registration After registering, you will receive a confirmation e-mail with information to join the meeting. Connecting by landline/telephone: Webinar ID: 861 1558 5044 Password: 8395739 Agenda 6:00 PM MEETING 1. WELCOME & CALL TO ORDER 1.1. Roll Call 1.2. Pledge of Allegiance 2. MISSION STATEMENT 3. MINUTES 3.1. March 9, 2026 4. PUBLIC COMMENTS - BOARDS/COMMITTEES/COMMISSIONS The Board/Committee/Commission welcomes the public to comment and ask questions about Board/Committee/Commission matters. Questions are not always answered immediately; the Board/Committee/Commission has agreed to answer questions by the next regularly scheduled meeting whenever possible. We ask that people keep comments brief and to the point (no more than three minutes and one time per meeting, except when public comment is solicited on specific agenda items) and that your comments be respectful of the community we aspire to. We also ask that if you have a complaint or concern, it would be most helpful if you also offer a solution or solutions. Please begin Page 1 of 188Ogunquit Planning Board March 23, 2026 Page 2 your comments by stating your name and your affiliation with Ogunquit (i.e., resident, taxpayer, voter, business owner, etc.) or state the Town you are from. 5. UNFINISHED BUSINESS 5.1. OGUNQUIT PLAYHOUSE FOUNDATION – 10 Main Street (Map 5 Blocks 43 and 44 – SG3 / RP). Design Review Application for redevelopment to create a: modern theater, outdoor patron spaces, and administrative offices. Planning Board Action: Approve, Deny, or Table the Application 5.2. PUBLIC HEARING: OGUNQUIT PLAYHOUSE FOUNDATION – 10 Main Street (Map 5 Blocks 43 and 44 – SG3 / RP). Site Plan Review Application for redevelopment to create a: modern theater, outdoor patron spaces, and administrative offices. 5.3. OGUNQUIT PLAYHOUSE FOUNDATION – 10 Main Street (Map 5 Blocks 43 and 44 – SG3 / RP). Site Plan Review Application for redevelopment to create a: modern theater, outdoor patron spaces, and administrative offices. Planning Board Action: Review input from Public Hearing, Approve, Deny, or Table the Application. 5.4. PUBLIC HEARING: OGUNQUIT PLAYHOUSE FOUNDATION (Amended Application) – 48 Hartwig Ln (5/35-B), 42 Main St (5/42), 36 Main St (5/42-1), 10 Main St (5/43), Main St (5/44). Amend OZO Table 703 Footnote 15 -Dimensional Requirements. Additional notation to be added: “the maximum building height for a nonprofit performing arts theater building, excluding the Fly Tower, shall be 55’ or four stories, whichever is greater”. 5.5. OGUNQUIT PLAYHOUSE FOUNDATION (Amended Application) – 48 Hartwig Ln (5/35-B), 42 Main St (5/42), 36 Main St (5/42-1), 10 Main St (5/43), Main St (5/44). Amend OZO Table 703 Footnote 15 - Dimensional Requirements. Additional notation to be added: “the maximum building height for a nonprofit performing arts theater building, excluding the Fly Tower, shall be 55’ or four stories, whichever is greater”. Planning Board Action: Review Public Hearing input. Motion to move to the Select Board with recommendation regarding inclusion on the June 2026 Town Meeting Warrant. 6. NEW BUSINESS 6.1. There is no New Business. 7. CODE ENFORCEMENT OFFICER BUSINESS, TYLER MCOSKER 8. OTHER BUSINESS 8.1. SIX PUBLIC HEARINGS: Proposed amendments to the Town of Ogunquit Zoning Ordinance. 8.1 Streamline Change of Use Process. 8.2 Amendment re Nonconforming structures. 8.3 A-Frame signs revisions. 8.4 Sheds revisions. Page 2 of 188Ogunquit Planning Board March 23, 2026 Page 3 8.5 Remove the Design Review Requirement for Accessory Dwelling Units (ADU). 8.6 Storm Water Management language – Review proposed changes. Planning Board Action: Review input from Public Hearings. Motions to move to the Select Board with recommendations regarding inclusion on the June 2026 Town Meeting Warrant. 9. ADJOURN 10. POSTED 10.1. Agenda Posted: March 16, 2026 Ogunquit Post Office, Ogunquit Town Hall, Town of Ogunquit Website. Page 3 of 188October 23, 2025 Tyler McOsker, Director of Codes Ogunquit Codes and Planning 23 School Street Ogunquit, ME 03907 RE: Design Review Application 10 Main Street Ogunquit, ME – Ogunquit Playhouse Foundation – Tax Map 5 Lots 43 & 44 Project #47657.00 Dear Mr. McOsker: On behalf of our client, Ogunquit Playhouse Foundation, please find a Design Review Application submission relative to the above-referenced project. The following materials are included in this submission: • Site Plan Application (including Checklist) (10 copies); • ALTA/NSPS Land Title Survey for Ogunquit Playhouse Foundation prepared by Owen Haskell, Inc., dated June 14, 2021 (10 copies at 24”x36”); • Design Review Site Plan for Ogunquit Playhouse Theater Site prepared by TFMoran, Inc., dated October 23, 2025 (10 copies at 22”x34”); • Architectural Elevations for Proposed Improvements prepared by JCJ Architects, dated June 18, 2025 (10 copies at 30”x42”); • Site Photos and Visual Impact Assessment (10 copies); and • Lighting Plan for Thater Site, prepared by LAM, dated October 23, 2025 (10 copies at 30”x42”). Project Description The project includes the redevelopment of the Ogunquit Playhouse and accessory buildings at 10 Main Street Ogunquit, ME. Tax Map 5 Lots 43 & 44 total approximately 8.15 acres and currently contains the Ogunquit Playhouse, associated scene shop, parking, accessway, and outdoor patron areas. The site is within the Shoreland General Development Zone and Design Review Overlay District and is located between Route One and the Josias River and Lot 44 borders the Town of York. The proposed project is to reconstruct the Playhouse and develop administrative offices and outdoor patron spaces. Associated improvements include and are not limited to access, grading, utilities, stormwater management system, lighting, and landscaping. The redevelopment of the Ogunquit Playhouse Theater Site has a total estimated cost of $61,814,424. TFMoran, Inc. TFMoran, Inc. Seacoast Division 48 Constitution Drive, Bedford, NH 03110 170 Commerce Way–Suite 102, Portsmouth, NH 03801 T (603) 472-4488 www.tfmoran.com T (603) 431-2222 Page 4 of 188Design Review Application October 23, 2025 10 Main Street Ogunquit, ME - Ogunquit Playhouse Foundation – Tax Map 5 Lots 43 & 44 Project #47657.00 In speaking with the Town, we are aware that the site development will require full Site Plan Review, however we have submitted for Design Review to create an opportunity to meet with the Planning Board to discuss the project and receive feedback to incorporate while developing Site Plans. We appreciate your consideration of these matters and look forward to presenting this project to you in the near future. We respectfully request that we be placed on the upcoming agenda for the Planning Board meeting on November 10, 2025. If you have any questions or concerns, please do not hesitate to contact us. Respectfully, TFMoran, Inc. Corey Colwell, LLS Division Manager/Principal Page 2 of 2 Page 5 of 18810/23/2025 11/10/2025 Page 6 of 18810/23/2025 Deborah Warren (Oct 23, 2025 15:08:14 EDT) Page 7 of 188Deborah Warren Page 8 of 18825.10.23_OGP_Ogunquit Planning Board Design Review Application Final Audit Report 2025-10-23 Created: 2025-10-23 By: Matthew Kay (matt@alpineor.com) Status: Signed Transaction ID: CBJCHBCAABAAZP_wvPuTRrmCOvMeCIYxytJpTC6nNrbh "25.10.23_OGP_Ogunquit Planning Board Design Review Applic ation" History Document created by Matthew Kay (matt@alpineor.com) 2025-10-23 - 6:43:35 PM GMT Document emailed to Deborah Warren (dwarren@ogunquitplayhouse.org) for signature 2025-10-23 - 6:46:12 PM GMT Email viewed by Deborah Warren (dwarren@ogunquitplayhouse.org) 2025-10-23 - 7:07:49 PM GMT Document e-signed by Deborah Warren (dwarren@ogunquitplayhouse.org) Signature Date: 2025-10-23 - 7:08:14 PM GMT - Time Source: server Agreement completed. 2025-10-23 - 7:08:14 PM GMT Page 9 of 188Plan References Utility Note General Notes Surveyor's Certification Flood Zone Note ALTA / NSPS Land Title Survey Ogunquit Playhouse Foundation Main Street, Ogunquit, York County, Maine Made For Gorrill Palmer 707 Sable Oaks Drive #30 South Portland, Maine OWEN HASKELL, INC. PROFESSIONAL LAND SURVEYORS SCALE : 1" = 30' 390 US ROUTE 1, UNIT 10, FALMOUTH, ME 04105 TEL. 207-774-0424 DRAWN BY: RS / JLW DATE: JUNE 14, 2021 JOB NO. 2021-138 O-Y MATCH LINE DRWG. 2 0' 15' 30' 60' CHECKED BY: RRL SCALE: 1" = 30' DRWG. NO. 1 OF 3 Page 10 of 188 General Notes MATCH LINE DRWG. 1 Utility Note Legend Plan References ALTA / NSPS Land Title Survey MATCH LINE DRWG. 3 Ogunquit Playhouse Foundation Main Street, Ogunquit, York County, Maine Made For Gorrill Palmer 707 Sable Oaks Drive #30 South Portland, Maine OWEN HASKELL, INC. PROFESSIONAL LAND SURVEYORS SCALE : 1" = 30' 390 US ROUTE 1, UNIT 10, FALMOUTH, ME 04105 TEL. 207-774-0424 DRAWN BY: RS / JLW DATE: JUNE 11, 2021 JOB NO. 2021-138 O-Y 0' 15' 30' 60' CHECKED BY: RRL SCALE: 1" = 30' DRWG. NO. 2 OF 3 Page 11 of 188 MATCH LINE DRWG. 2 Plan References Legend General Notes Utility Note ALTA / NSPS Land Title Survey Ogunquit Playhouse Foundation Main Street, Ogunquit, York County, Maine Made For Gorrill Palmer 707 Sable Oaks Drive #30 South Portland, Maine OWEN HASKELL, INC. PROFESSIONAL LAND SURVEYORS SCALE : 1" = 30' 390 US ROUTE 1, UNIT 10, FALMOUTH, ME 04105 TEL. 207-774-0424 DRAWN BY: RS / JLW DATE: JUNE 11, 2021 JOB NO. 2021-138 O-Y 0' 15' 30' 60' CHECKED BY: RRL SCALE: 1" = 30' DRWG. NO. 3 OF 3 Page 12 of 188 D Seacoast Division © Page 13 of 188320 SEE A-000 FOR GENERAL LEGENDS, ABBREVIATIONS AND SYMBOLS OGUNQUIT 1 8 7 6.2 6 5.2 5.3 A-310 2 1.8 1 PLAYHOUSE WOODEN RAILING 1/4"=1'-0". ROOF LEVEL- FLY TOWER 116' - 9 1/2" 10 MAIN STREET OGUNQUIT, MAINE 03907 1. EXAMPLE 3/4"=1'-0" 1. EXAMPLE AT (37.5%)NEARESTWILLBE TO BOARD AND BATTEN SIDING 9 CHANNEL CENTER STREET SUITE 200 BOSTON, MA 02210 617.532.6600 DENOMINATOREQUIVELANT AND CHANGE THE NUMERATOR TO c 2025 JCJ Architecture CONSULTANT: DUTCH LAP SIDING 1 A-311 Reference Cover CEDAR SHAKE SIDING Sheet for Consultant CONCESSIONS BUILDING Directory ROOF LEVEL- EXISTING PLAYHOUSE 68' - 8" ND THE 3/32" TRANSLATION ENOUGHISCLOSE THETO USE SECOND FLOOR LEVEL- MEZZANINE 65' - 9" PAVILION ROOF LEVEL- BACKSTAGE 54' - 10 1/8" L BE 3/64"=1'-0". L BE FOR AT SCALES 3/8",3/16" 3/4", A FIRST FLOOR LEVEL- LOBBY ENTRY COURTYARD BEYOND 47' - 0" FIRST FLOOR LEVEL- STAGE/BACKSTAGE 42' - 9" UNEXCAVATED 10' - 4 1/2" 4 - 10' 6" - 17' NUMERATOR 3. FOREXAMPLE 1/8"=1'-0" AT (37.5%)WIL 13' - 2" - 13' 11" - 25' EXTENT OF LOWER LEVEL, BEYOND LOWER LEVEL 29' - 7" PLAYHOUSE - EAST BY MULTIPLYINGBY THE DENOMINATOR 8 BY THE ANDMAKING 1 1/8" = 1'-0" PLANNING BOARD 1 1 1.8 2 A-310 5.3 5.2 5.8 6 6.2 7 8 SUBMISSION WOODEN RAILING ", 1/8", AND", 1/16" WILL1/8", SCALES 1/32" TRANSLATEVIEW N ROOF LEVEL- FLY TOWER 116' - 9 1/2" OR 2' - 6"67' - 3 1/2"4' - 3" - 1/2"4' 3 - 6"67' - 2' F NOT NSTRUCTIO " WILL" FIT TIGHTLY INDIVIDUAL ON 11"x17". 1/2",1/4 CO PIC [JL] DL [PM] PM [NB] DTL [JC] ISSUE 09 -19 -2025 JOB B2427700 BOARD AND BATTEN SIDING DRAWN DB SCALE 1/8" = 1' -0" NGPRINTED NEARLY THIRD SIZE(37.5%) = 11.25"x15.75 REVISIONS ROOF LEVEL- NEW THEATRE 83' - 4" FLAGPOLE MOUNTING DUTCH LAP SIDING FLAGPOLES MOUNTED TO FACADE TYP. DUTCH LAP SIDING 1 A-311 CEDAR SHAKE SIDING " WITH" 1.5" OF EXTRASPACEFOURALL ON DRAWISIDES; ROOF LEVEL- EXISTING PLAYHOUSE 68' - 8" SECOND FLOOR LEVEL- MEZZANINE 65' - 9" CONCESSIONS BUILDING SECOND FLOOR LEVEL- UPPER LOBBY 60' - 9" PAVILION ROOF LEVEL- BACKSTAGE PRINTED HALF SIZE (50%) WILL FIT ON SHEETA 18"x24 54' - 10 1/8" COURTYARD BEYOND COURTYARD BEYOND FIRST FLOOR LEVEL- LOBBY ENTRY 47' - 0" CLAMSHELL ENTRY CANAOPY FRAMED SIGNAGE AWNING TYP. PLANTER BOX FIRST FLOOR LEVEL- STAGE/BACKSTAGE FRAMED SIGNAGE 42' - 9" PLANTER BOX GLASS LIFTAWAY DOOR BUILDING ELEVATIONS - DRAWING PRINTED FULLSIZE (100%)= DRAWING 30"x42"; EXTENTS OF LOWER LEVEL, BEYOND PLAYHOUSE - EAST AND STAIRCASE TO COURTYARD, BEYOND WEST PLAYHOUSE - WEST 2 1/8" = 1'-0" A-210 r1954v0016 PM 2:52:02 10/2/2025 Page 14 of 188320 SEE A-000 FOR GENERAL LEGENDS, ABBREVIATIONS AND SYMBOLS OGUNQUIT 1 / A -210b PLAYHOUSE 1 1 1/4"=1'-0". A-310 1.8 2 5.3 5.2 10 MAIN STREET OGUNQUIT, MAINE 03907 ROOF LEVEL- FLY TOWER 1. EXAMPLE 3/4"=1'-0" 1. EXAMPLE AT (37.5%)NEARESTWILLBE TO 116' - 9 1/2" 9 CHANNEL CENTER STREET SUITE 200 BOSTON, MA 02210 617.532.6600 DENOMINATOREQUIVELANT AND CHANGE THE NUMERATOR TO c 2025 JCJ Architecture CONSULTANT: Reference Cover Sheet for Consultant Directory ND THE 3/32" TRANSLATION ENOUGHISCLOSE THETO USE L BE 3/64"=1'-0". L BE FOR AT SCALES 3/8",3/16" 3/4", A CD F ROOF LEVEL- NEW THEATRE AB 83' - 4" NUMERATOR 3. FOREXAMPLE 1/8"=1'-0" AT (37.5%)WIL E NORTH BY MULTIPLYINGBY THE DENOMINATOR 8 BY THE ANDMAKING PLANNING BOARD ROOF LEVEL- EXISTING PLAYHOUSE SUBMISSION 68' - 8" SECOND FLOOR LEVEL- MEZZANINE ", 1/8", AND", 1/16" WILL1/8", SCALES 1/32" TRANSLATEVIEW 65' - 9" N OR F SECOND FLOOR LEVEL- UPPER LOBBY NOT 60' - 9" NSTRUCTIO " WILL" FIT TIGHTLY INDIVIDUAL ON 11"x17". 1/2",1/4 CO PIC [JL] DL [PM] PM [NB] DTL [JC] ROOF LEVEL- BACKSTAGE 54' - 10 1/8" ISSUE 09 -19 -2025 JOB B2427700 DRAWN DB SCALE As indicated NGPRINTED NEARLY THIRD SIZE(37.5%) = 11.25"x15.75 REVISIONS FIRST FLOOR LEVEL- LOBBY ENTRY 47' - 0" FIRST FLOOR LEVEL- STAGE/BACKSTAGE 42' - 9" " WITH" 1.5" OF EXTRASPACEFOURALL ON DRAWISIDES; PRINTED HALF SIZE (50%) WILL FIT ON SHEETA 18"x24 1 / A -210b PLAYHOUSE - ENLARGED WEST AREA A 1 1/4" = 1'-0" BUILDING ELEVATION - DRAWING PRINTED FULLSIZE (100%)= DRAWING 30"x42"; PLAYHOUSE - ENLARGED WEST A-210a r1954v0016 PM 2:52:08 10/2/2025 Page 15 of 188320 SEE A-000 FOR GENERAL LEGENDS, ABBREVIATIONS AND SYMBOLS OGUNQUIT 1 / A -210a PLAYHOUSE 5.3 5.2 1/4"=1'-0". 5.8 6 6.2 7 8 10 MAIN STREET OGUNQUIT, MAINE 03907 ROOF LEVEL- FLY TOWER 1. EXAMPLE 3/4"=1'-0" 1. EXAMPLE AT (37.5%)NEARESTWILLBE TO 116' - 9 1/2" 9 CHANNEL CENTER STREET SUITE 200 BOSTON, MA 02210 617.532.6600 DENOMINATOREQUIVELANT AND CHANGE THE NUMERATOR TO c 2025 JCJ Architecture CONSULTANT: Reference Cover Sheet for Consultant Directory ND THE 3/32" TRANSLATION ENOUGHISCLOSE THETO USE L BE 3/64"=1'-0". L BE FOR AT SCALES 3/8",3/16" 3/4", A CD F ROOF LEVEL- NEW THEATRE AB 83' - 4" NUMERATOR 3. FOREXAMPLE 1/8"=1'-0" AT (37.5%)WIL E NORTH BY MULTIPLYINGBY THE DENOMINATOR 8 BY THE ANDMAKING 1 A-311 PLANNING BOARD ROOF LEVEL- EXISTING PLAYHOUSE SUBMISSION 68' - 8" SECOND FLOOR LEVEL- MEZZANINE ", 1/8", AND", 1/16" WILL1/8", SCALES 1/32" TRANSLATEVIEW 65' - 9" N OR F SECOND FLOOR LEVEL- UPPER LOBBY NOT 60' - 9" NSTRUCTIO " WILL" FIT TIGHTLY INDIVIDUAL ON 11"x17". 1/2",1/4 CO PIC [JL] DL [PM] PM [NB] DTL [JC] ROOF LEVEL- BACKSTAGE 54' - 10 1/8" ISSUE 09 -19 -2025 JOB B2427700 DRAWN DB COURTYARD BEYOND SCALE As indicated NGPRINTED NEARLY THIRD SIZE(37.5%) = 11.25"x15.75 REVISIONS COURTYARD BEYOND FIRST FLOOR LEVEL- LOBBY ENTRY 47' - 0" FIRST FLOOR LEVEL- STAGE/BACKSTAGE 42' - 9" " WITH" 1.5" OF EXTRASPACEFOURALL ON DRAWISIDES; 1 / A -210a PRINTED HALF SIZE (50%) WILL FIT ON SHEETA 18"x24 PLAYHOUSE - WEST AREA B 1 1/4" = 1'-0" BUILDING ELEVATION - DRAWING PRINTED FULLSIZE (100%)= DRAWING 30"x42"; PLAYHOUSE - ENLARGED WEST A-210b r1954v0016 PM 2:52:08 10/2/2025 Page 16 of 188320 SEE A-000 FOR GENERAL LEGENDS, ABBREVIATIONS AND SYMBOLS 1 / A -210d OGUNQUIT PLAYHOUSE 8 7 6.2 6 5.2 5.3 1/4"=1'-0". 10 MAIN STREET OGUNQUIT, MAINE 03907 ROOF LEVEL- FLY TOWER 1. EXAMPLE 3/4"=1'-0" 1. EXAMPLE AT (37.5%)NEARESTWILLBE TO 116' - 9 1/2" 9 CHANNEL CENTER STREET SUITE 200 BOSTON, MA 02210 617.532.6600 DENOMINATOREQUIVELANT AND CHANGE THE NUMERATOR TO c 2025 JCJ Architecture CONSULTANT: Reference Cover Sheet for Consultant Directory ND THE 3/32" TRANSLATION ENOUGHISCLOSE THETO USE L BE 3/64"=1'-0". L BE FOR AT SCALES 3/8",3/16" 3/4", A CD F AB NUMERATOR 3. FOREXAMPLE 1/8"=1'-0" AT (37.5%)WIL E 1 NORTH BY MULTIPLYINGBY THE DENOMINATOR 8 BY THE ANDMAKING A-311 PLANNING BOARD ROOF LEVEL- EXISTING PLAYHOUSE SUBMISSION 68' - 8" SECOND FLOOR LEVEL- MEZZANINE ", 1/8", AND", 1/16" WILL1/8", SCALES 1/32" TRANSLATEVIEW 65' - 9" N OR F NOT NSTRUCTIO " WILL" FIT TIGHTLY INDIVIDUAL ON 11"x17". 1/2",1/4 CO PIC [JL] DL [PM] PM [NB] DTL [JC] ROOF LEVEL- BACKSTAGE 54' - 10 1/8" ISSUE 09 -19 -2025 JOB B2427700 DRAWN DB SCALE As indicated NGPRINTED NEARLY THIRD SIZE(37.5%) = 11.25"x15.75 REVISIONS FIRST FLOOR LEVEL- LOBBY ENTRY COURTYARD BEYOND 47' - 0" FIRST FLOOR LEVEL- STAGE/BACKSTAGE 42' - 9" " WITH" 1.5" OF EXTRASPACEFOURALL ON DRAWISIDES; PRINTED HALF SIZE (50%) WILL FIT ON SHEETA 18"x24 LOWER LEVEL 29' - 7" 1 / A -210d BUILDING ELEVATION - DRAWING PRINTED FULLSIZE (100%)= DRAWING 30"x42"; PLAYHOUSE -ENLARGED PLAYHOUSE - WEST AREA C EAST 1 1/4" = 1'-0" A-210c r1954v0016 PM 2:52:09 10/2/2025 Page 17 of 188320 SEE A-000 FOR GENERAL LEGENDS, ABBREVIATIONS AND SYMBOLS OGUNQUIT 1 / A -210c PLAYHOUSE 1 A-310 5.2 5.3 2 1.8 1 1/4"=1'-0". 10 MAIN STREET OGUNQUIT, MAINE 03907 ROOF LEVEL- FLY TOWER 1. EXAMPLE 3/4"=1'-0" 1. EXAMPLE AT (37.5%)NEARESTWILLBE TO 116' - 9 1/2" 9 CHANNEL CENTER STREET SUITE 200 BOSTON, MA 02210 617.532.6600 DENOMINATOREQUIVELANT AND CHANGE THE NUMERATOR TO c 2025 JCJ Architecture CONSULTANT: Reference Cover Sheet for Consultant Directory ND THE 3/32" TRANSLATION ENOUGHISCLOSE THETO USE L BE 3/64"=1'-0". L BE FOR AT SCALES 3/8",3/16" 3/4", A CD F AB NUMERATOR 3. FOREXAMPLE 1/8"=1'-0" AT (37.5%)WIL E NORTH BY MULTIPLYINGBY THE DENOMINATOR 8 BY THE ANDMAKING PLANNING BOARD ROOF LEVEL- EXISTING PLAYHOUSE SUBMISSION 68' - 8" SECOND FLOOR LEVEL- MEZZANINE ", 1/8", AND", 1/16" WILL1/8", SCALES 1/32" TRANSLATEVIEW 65' - 9" N OR F NOT NSTRUCTIO " WILL" FIT TIGHTLY INDIVIDUAL ON 11"x17". 1/2",1/4 CO PIC [JL] DL [PM] PM [NB] DTL [JC] ROOF LEVEL- BACKSTAGE 54' - 10 1/8" ISSUE 09 -19 -2025 JOB B2427700 DRAWN DB SCALE As indicated NGPRINTED NEARLY THIRD SIZE(37.5%) = 11.25"x15.75 REVISIONS FIRST FLOOR LEVEL- LOBBY ENTRY 47' - 0" FIRST FLOOR LEVEL- STAGE/BACKSTAGE 42' - 9" " WITH" 1.5" OF EXTRASPACEFOURALL ON DRAWISIDES; PRINTED HALF SIZE (50%) WILL FIT ON SHEETA 18"x24 LOWER LEVEL 29' - 7" BUILDING ELEVATION - DRAWING PRINTED FULLSIZE (100%)= DRAWING 30"x42"; 1 / A -210c PLAYHOUSE - ENLARGED EAST PLAYHOUSE - EAST AREA D 1 1/4" = 1'-0" A-210d r1954v0016 PM 2:52:14 10/2/2025 Page 18 of 188320 SEE A-000 FOR GENERAL LEGENDS, ABBREVIATIONS AND SYMBOLS A B B.2 C D E E.2 F WOODEN RAILING OGUNQUIT ROOF LEVEL- FLY TOWER 116' - 9 1/2" PLAYHOUSE 1/4"=1'-0". 10 MAIN STREET OGUNQUIT, MAINE 03907 41' - 9 1/2"5' - 8 1/2"13' - 10"3' - 0 1/2"9' - 8" - 1/2"9' 0 - 10"3' - 1/2"13' 8 - 1/2"5' 9 - 41' 1. EXAMPLE 3/4"=1'-0" 1. EXAMPLE AT (37.5%)NEARESTWILLBE TO 2 A-310 DUTCH LAP SIDING BOARD AND BATTEN SIDING CEDAR SHAKE SIDING ROOF LEVEL- NEW THEATRE 83' - 4" 9 CHANNEL CENTER STREET SUITE 200 BOSTON, MA 02210 617.532.6600 DENOMINATOREQUIVELANT AND CHANGE THE NUMERATOR TO c 2025 JCJ Architecture ROOF LEVEL- EXISTING PLAYHOUSE 68' - 8" CONSULTANT: DUTCH LAP SIDING SECOND FLOOR LEVEL- MEZZANINE 65' - 9" Reference Cover Sheet for Consultant Directory SECOND FLOOR LEVEL- UPPER LOBBY 60' - 9" ND THE 3/32" TRANSLATION ENOUGHISCLOSE THETO USE ROOF LEVEL- BACKSTAGE 54' - 10 1/8" FIRST FLOOR LEVEL- LOBBY ENTRY 47' - 0" PLANTER BOXES FIRST FLOOR LEVEL- STAGE/BACKSTAGE L BE 3/64"=1'-0". L BE FOR AT SCALES 3/8",3/16" 3/4", A 42' - 9" EXTENT OF LOWER LEVEL, BEYOND LOWER LEVEL 29' - 7" NUMERATOR 3. FOREXAMPLE 1/8"=1'-0" AT (37.5%)WIL PLAYHOUSE - NORTH 1 1/8" = 1'-0" F E.2 E D BY MULTIPLYINGBY THE DENOMINATOR 8 BY THE ANDMAKING C B.2 A WOODEN RAILING ROOF LEVEL- FLY TOWER PLANNING BOARD 116' - 9 1/2" SUBMISSION ", 1/8", AND", 1/16" WILL1/8", SCALES 1/32" TRANSLATEVIEW N OR F NOT NSTRUCTIO " WILL" FIT TIGHTLY INDIVIDUAL ON 11"x17". 1/2",1/4 CO 2 A-310 PIC [JL] DL [PM] DUTCH LAP SIDING FLAGPOLE PM [NB] DTL [JC] MOUNTED TO CEDAR SHAKE SIDING BOARD AND BATTEN SIDING 8" - 4"9' - 1/2"8' 0 - 56' BUILDING ISSUE 09 -19 -2025 ROOF LEVEL- NEW THEATRE 83' - 4" JOB B2427700 DRAWN DB SCALE 1/8" = 1' -0" NGPRINTED NEARLY THIRD SIZE(37.5%) = 11.25"x15.75 REVISIONS 14' - 8"21' - 8" - 8"21' - 14' ROOF LEVEL- EXISTING PLAYHOUSE 68' - 8" DUTCH LAP SIDING SECOND FLOOR LEVEL- MEZZANINE 65' - 9" CEDAR SHAKE SIDING SECOND FLOOR LEVEL- UPPER LOBBY " WITH" 1.5" OF EXTRASPACEFOURALL ON DRAWISIDES; 60' - 9" AWNING WOODEN RAILING ROOF LEVEL- BACKSTAGE 54' - 10 1/8" FIRST FLOOR LEVEL- LOBBY ENTRY 47' - 0" PLANTER BOXES CEDAR SHAKE SIDING PRINTED HALF SIZE (50%) WILL FIT ON SHEETA 18"x24 FIRST FLOOR LEVEL- STAGE/BACKSTAGE 42' - 9" EXTENT OF LOWER LEVEL, BEYOND LOWER LEVEL 29' - 7" BUILDING ELEVATIONS - DRAWING PRINTED FULLSIZE (100%)= DRAWING 30"x42"; PLAYHOUSE - NORTH AND SOUTH PLAYHOUSE - SOUTH 2 1/8" = 1'-0" A-211 r1954v0016 PM 2:52:22 10/2/2025 Page 19 of 188320 SEE A-000 FOR GENERAL LEGENDS, ABBREVIATIONS AND SYMBOLS OGUNQUIT PLAYHOUSE 1 / A -211b F E.2 E D 1/4"=1'-0". C 10 MAIN STREET OGUNQUIT, MAINE 03907 ROOF LEVEL- FLY TOWER 1. EXAMPLE 3/4"=1'-0" 1. EXAMPLE AT (37.5%)NEARESTWILLBE TO 116' - 9 1/2" 9 CHANNEL CENTER STREET SUITE 200 BOSTON, MA 02210 617.532.6600 DENOMINATOREQUIVELANT AND CHANGE THE NUMERATOR TO c 2025 JCJ Architecture CONSULTANT: Reference Cover Sheet for Consultant Directory ND THE 3/32" TRANSLATION ENOUGHISCLOSE THETO USE 2 L BE 3/64"=1'-0". L BE FOR AT SCALES 3/8",3/16" 3/4", A A-310 CD F ROOF LEVEL- NEW THEATRE AB 83' - 4" NUMERATOR 3. FOREXAMPLE 1/8"=1'-0" AT (37.5%)WIL E NORTH BY MULTIPLYINGBY THE DENOMINATOR 8 BY THE ANDMAKING PLANNING BOARD ROOF LEVEL- EXISTING PLAYHOUSE SUBMISSION 68' - 8" SECOND FLOOR LEVEL- MEZZANINE ", 1/8", AND", 1/16" WILL1/8", SCALES 1/32" TRANSLATEVIEW 65' - 9" N OR F SECOND FLOOR LEVEL- UPPER LOBBY NOT 60' - 9" NSTRUCTIO " WILL" FIT TIGHTLY INDIVIDUAL ON 11"x17". 1/2",1/4 CO PIC [JL] DL [PM] PM [NB] DTL [JC] ROOF LEVEL- BACKSTAGE 54' - 10 1/8" ISSUE 09 -19 -2025 JOB B2427700 DRAWN DB SCALE As indicated NGPRINTED NEARLY THIRD SIZE(37.5%) = 11.25"x15.75 REVISIONS FIRST FLOOR LEVEL- LOBBY ENTRY 47' - 0" " WITH" 1.5" OF EXTRASPACEFOURALL ON DRAWISIDES; PRINTED HALF SIZE (50%) WILL FIT ON SHEETA 18"x24 LOWER LEVEL 29' - 7" BUILDING ELEVATION - DRAWING PRINTED FULLSIZE (100%)= DRAWING 30"x42"; PLAYHOUSE - ENLARGED 1 / A -211b SOUTH PLAYHOUSE - SOUTH AREA B 1 1/4" = 1'-0" A-211a r1954v0016 PM 2:52:27 10/2/2025 Page 20 of 188320 SEE A-000 FOR GENERAL LEGENDS, ABBREVIATIONS AND SYMBOLS OGUNQUIT PLAYHOUSE 1 / A -211a 1/4"=1'-0". C B.2 A 10 MAIN STREET OGUNQUIT, MAINE 03907 ROOF LEVEL- FLY TOWER 1. EXAMPLE 3/4"=1'-0" 1. EXAMPLE AT (37.5%)NEARESTWILLBE TO 116' - 9 1/2" 9 CHANNEL CENTER STREET SUITE 200 BOSTON, MA 02210 617.532.6600 DENOMINATOREQUIVELANT AND CHANGE THE NUMERATOR TO c 2025 JCJ Architecture CONSULTANT: Reference Cover Sheet for Consultant Directory ND THE 3/32" TRANSLATION ENOUGHISCLOSE THETO USE L BE 3/64"=1'-0". L BE FOR AT SCALES 3/8",3/16" 3/4", A CD F ROOF LEVEL- NEW THEATRE AB 83' - 4" NUMERATOR 3. FOREXAMPLE 1/8"=1'-0" AT (37.5%)WIL E NORTH BY MULTIPLYINGBY THE DENOMINATOR 8 BY THE ANDMAKING PLANNING BOARD ROOF LEVEL- EXISTING PLAYHOUSE SUBMISSION 68' - 8" SECOND FLOOR LEVEL- MEZZANINE ", 1/8", AND", 1/16" WILL1/8", SCALES 1/32" TRANSLATEVIEW 65' - 9" N OR F SECOND FLOOR LEVEL- UPPER LOBBY NOT 60' - 9" NSTRUCTIO " WILL" FIT TIGHTLY INDIVIDUAL ON 11"x17". 1/2",1/4 CO PIC [JL] DL [PM] PM [NB] DTL [JC] ROOF LEVEL- BACKSTAGE 54' - 10 1/8" ISSUE 09 -19 -2025 JOB B2427700 DRAWN DB SCALE As indicated NGPRINTED NEARLY THIRD SIZE(37.5%) = 11.25"x15.75 REVISIONS FIRST FLOOR LEVEL- LOBBY ENTRY 47' - 0" FIRST FLOOR LEVEL- STAGE/BACKSTAGE 42' - 9" " WITH" 1.5" OF EXTRASPACEFOURALL ON DRAWISIDES; PRINTED HALF SIZE (50%) WILL FIT ON SHEETA 18"x24 LOWER LEVEL 29' - 7" 1 / A -211a BUILDING ELEVATION - DRAWING PRINTED FULLSIZE (100%)= DRAWING 30"x42"; PLAYHOUSE - ENLARGED SOUTH PLAYHOUSE - SOUTH AREA C 1 1/4" = 1'-0" A-211b r1954v0016 PM 2:52:28 10/2/2025 Page 21 of 188320 SEE A-000 FOR GENERAL LEGENDS, ABBREVIATIONS AND SYMBOLS OGUNQUIT PLAYHOUSE 1 / A -211d C 1/4"=1'-0". A B B.2 10 MAIN STREET OGUNQUIT, MAINE 03907 ROOF LEVEL- FLY TOWER 1. EXAMPLE 3/4"=1'-0" 1. EXAMPLE AT (37.5%)NEARESTWILLBE TO 116' - 9 1/2" 9 CHANNEL CENTER STREET SUITE 200 BOSTON, MA 02210 617.532.6600 DENOMINATOREQUIVELANT AND CHANGE THE NUMERATOR TO c 2025 JCJ Architecture CONSULTANT: Reference Cover Sheet for Consultant Directory ND THE 3/32" TRANSLATION ENOUGHISCLOSE THETO USE L BE 3/64"=1'-0". L BE FOR AT SCALES 3/8",3/16" 3/4", A CD F ROOF LEVEL- NEW THEATRE AB 83' - 4" NUMERATOR 3. FOREXAMPLE 1/8"=1'-0" AT (37.5%)WIL E NORTH BY MULTIPLYINGBY THE DENOMINATOR 8 BY THE ANDMAKING PLANNING BOARD ROOF LEVEL- EXISTING PLAYHOUSE SUBMISSION 68' - 8" SECOND FLOOR LEVEL- MEZZANINE ", 1/8", AND", 1/16" WILL1/8", SCALES 1/32" TRANSLATEVIEW 65' - 9" N OR F SECOND FLOOR LEVEL- UPPER LOBBY NOT 60' - 9" NSTRUCTIO " WILL" FIT TIGHTLY INDIVIDUAL ON 11"x17". 1/2",1/4 CO PIC [JL] DL [PM] PM [NB] DTL [JC] ROOF LEVEL- BACKSTAGE 54' - 10 1/8" ISSUE 09 -19 -2025 JOB B2427700 DRAWN DB SCALE As indicated NGPRINTED NEARLY THIRD SIZE(37.5%) = 11.25"x15.75 REVISIONS FIRST FLOOR LEVEL- LOBBY ENTRY 47' - 0" FIRST FLOOR LEVEL- STAGE/BACKSTAGE 42' - 9" " WITH" 1.5" OF EXTRASPACEFOURALL ON DRAWISIDES; PRINTED HALF SIZE (50%) WILL FIT ON SHEETA 18"x24 LOWER LEVEL 29' - 7" BUILDING ELEVATION - DRAWING PRINTED FULLSIZE (100%)= DRAWING 30"x42"; 1 / A -211d PLAYHOUSE - ENLARGED NORTH PLAYHOUSE - NORTH AREA D 1 1/4" = 1'-0" A-211c r1954v0016 PM 2:52:29 10/2/2025 Page 22 of 188320 SEE A-000 FOR GENERAL LEGENDS, ABBREVIATIONS AND SYMBOLS OGUNQUIT 1 / A -211c PLAYHOUSE C D E E.2 F 1/4"=1'-0". 2 A-310 10 MAIN STREET OGUNQUIT, MAINE 03907 ROOF LEVEL- FLY TOWER 1. EXAMPLE 3/4"=1'-0" 1. EXAMPLE AT (37.5%)NEARESTWILLBE TO 116' - 9 1/2" 9 CHANNEL CENTER STREET SUITE 200 BOSTON, MA 02210 617.532.6600 DENOMINATOREQUIVELANT AND CHANGE THE NUMERATOR TO c 2025 JCJ Architecture CONSULTANT: Reference Cover Sheet for Consultant Directory ND THE 3/32" TRANSLATION ENOUGHISCLOSE THETO USE L BE 3/64"=1'-0". L BE FOR AT SCALES 3/8",3/16" 3/4", A CD F ROOF LEVEL- NEW THEATRE AB 83' - 4" NUMERATOR 3. FOREXAMPLE 1/8"=1'-0" AT (37.5%)WIL E NORTH BY MULTIPLYINGBY THE DENOMINATOR 8 BY THE ANDMAKING PLANNING BOARD ROOF LEVEL- EXISTING PLAYHOUSE SUBMISSION 68' - 8" SECOND FLOOR LEVEL- MEZZANINE ", 1/8", AND", 1/16" WILL1/8", SCALES 1/32" TRANSLATEVIEW 65' - 9" N OR F SECOND FLOOR LEVEL- UPPER LOBBY NOT 60' - 9" NSTRUCTIO " WILL" FIT TIGHTLY INDIVIDUAL ON 11"x17". 1/2",1/4 CO PIC [JL] DL [PM] PM [NB] DTL [JC] ROOF LEVEL- BACKSTAGE 54' - 10 1/8" ISSUE 09 -19 -2025 JOB B2427700 DRAWN DB SCALE As indicated NGPRINTED NEARLY THIRD SIZE(37.5%) = 11.25"x15.75 REVISIONS FIRST FLOOR LEVEL- LOBBY ENTRY 47' - 0" FIRST FLOOR LEVEL- STAGE/BACKSTAGE 42' - 9" " WITH" 1.5" OF EXTRASPACEFOURALL ON DRAWISIDES; PRINTED HALF SIZE (50%) WILL FIT ON SHEETA 18"x24 LOWER LEVEL 29' - 7" BUILDING ELEVATION - DRAWING PRINTED FULLSIZE (100%)= DRAWING 30"x42"; PLAYHOUSE - ENLARGED 1 / A -211c NORTH PLAYHOUSE - NORTH AREA A 1 1/4" = 1'-0" A-211d r1954v0016 PM 2:52:34 10/2/2025 Page 23 of 188320 SEE A-000 FOR GENERAL LEGENDS, ABBREVIATIONS AND SYMBOLS OGUNQUIT PLAYHOUSE 1/4"=1'-0". 10 MAIN STREET OGUNQUIT, MAINE 03907 1. EXAMPLE 3/4"=1'-0" 1. EXAMPLE AT (37.5%)NEARESTWILLBE TO 1 CEDAR SHAKER SIDING, TYPICAL A-311 8 7 6 SECOND FLOOR LEVEL- MEZZANINE 65' - 9" 9 CHANNEL CENTER STREET SUITE 200 BOSTON, MA 02210 617.532.6600 DENOMINATOREQUIVELANT AND CHANGE THE NUMERATOR TO c 2025 JCJ Architecture CONSULTANT: Reference Cover Sheet for Consultant ROOF LEVEL- BACKSTAGE Directory 54' - 10 1/8" ND THE 3/32" TRANSLATION ENOUGHISCLOSE THETO USE 10' - 8" - 10' 3" - 12' COURTYARD BEYOND L BE 3/64"=1'-0". L BE FOR AT SCALES 3/8",3/16" 3/4", A FIRST FLOOR LEVEL- STAGE/BACKSTAGE CD 42' - 9" F AB NUMERATOR 3. FOREXAMPLE 1/8"=1'-0" AT (37.5%)WIL E PAVILION AND OFFICE - EAST AREA F 1 1/4" = 1'-0" NORTH BY MULTIPLYINGBY THE DENOMINATOR 8 BY THE ANDMAKING PLANNING BOARD SUBMISSION D.2 C.5 B.8 ", 1/8", AND", 1/16" WILL1/8", SCALES 1/32" TRANSLATEVIEW N SECOND FLOOR LEVEL- MEZZANINE 65' - 9" OR F NOT NSTRUCTIO 10' - 10"12' - 1" - 10"12' - 10' " WILL" FIT TIGHTLY INDIVIDUAL ON 11"x17". 1/2",1/4 CO PIC [JL] DL [PM] PM [NB] DTL [JC] ROOF LEVEL- BACKSTAGE ISSUE 09 -19 -2025 54' - 10 1/8" JOB B2427700 DRAWN DB SCALE As indicated NGPRINTED NEARLY THIRD SIZE(37.5%) = 11.25"x15.75 REVISIONS FIRST FLOOR LEVEL- STAGE/BACKSTAGE " WITH" 1.5" OF EXTRASPACEFOURALL ON DRAWISIDES; 42' - 9" PRINTED HALF SIZE (50%) WILL FIT ON SHEETA 18"x24 PAVILION AND OFFICE - SOUTH AREA F 2 1/4" = 1'-0" BUILDING ELEVATION - DRAWING PRINTED FULLSIZE (100%)= DRAWING 30"x42"; PAVILION A-212a r1954v0016 PM 2:52:35 10/2/2025 Page 24 of 188320 SEE A-000 FOR GENERAL LEGENDS, ABBREVIATIONS AND SYMBOLS OGUNQUIT PLAYHOUSE 1/4"=1'-0". 10 MAIN STREET OGUNQUIT, MAINE 03907 1. EXAMPLE 3/4"=1'-0" 1. EXAMPLE AT (37.5%)NEARESTWILLBE TO 6.2 1 7 A-311 8 SECOND FLOOR LEVEL- MEZZANINE 65' - 9" 9 CHANNEL CENTER STREET SUITE 200 BOSTON, MA 02210 617.532.6600 DENOMINATOREQUIVELANT AND CHANGE THE NUMERATOR TO c 2025 JCJ Architecture CONSULTANT: Reference Cover Sheet for Consultant ROOF LEVEL- BACKSTAGE Directory 54' - 10 1/8" ND THE 3/32" TRANSLATION ENOUGHISCLOSE THETO USE 11' - 5" - 11' COURTYARD BEYOND 8' - 9" - 8' L BE 3/64"=1'-0". L BE FOR AT SCALES 3/8",3/16" 3/4", A FIRST FLOOR LEVEL- STAGE/BACKSTAGE CD 42' - 9" GLASS LIFTAWAY DOOR F AB NUMERATOR 3. FOREXAMPLE 1/8"=1'-0" AT (37.5%)WIL E PAVILION AND OFFICE - WEST AREA F 1 1/4" = 1'-0" NORTH BY MULTIPLYINGBY THE DENOMINATOR 8 BY THE ANDMAKING PLANNING BOARD B.8 C.5 D.2 SUBMISSION ", 1/8", AND", 1/16" WILL1/8", SCALES 1/32" TRANSLATEVIEW SECOND FLOOR LEVEL- MEZZANINE N 65' - 9" OR F NOT NSTRUCTIO " WILL" FIT TIGHTLY INDIVIDUAL ON 11"x17". 1/2",1/4 CO PIC [JL] DL [PM] PM [NB] DTL [JC] ROOF LEVEL- BACKSTAGE 09 -19 -2025 54' - 10 1/8" ISSUE JOB B2427700 DRAWN DB SCALE As indicated NGPRINTED NEARLY THIRD SIZE(37.5%) = 11.25"x15.75 REVISIONS FIRST FLOOR LEVEL- STAGE/BACKSTAGE " WITH" 1.5" OF EXTRASPACEFOURALL ON DRAWISIDES; 42' - 9" PRINTED HALF SIZE (50%) WILL FIT ON SHEETA 18"x24 PAVILION AND OFFICE - NORTH AREA F 2 1/4" = 1'-0" BUILDING ELEVATION - DRAWING PRINTED FULLSIZE (100%)= DRAWING 30"x42"; PAVILION A-212b r1954v0016 PM 2:52:36 10/2/2025 Page 25 of 188320 SEE A-000 FOR GENERAL LEGENDS, ABBREVIATIONS AND SYMBOLS OGUNQUIT PLAYHOUSE 1/4"=1'-0". 10 MAIN STREET OGUNQUIT, MAINE 03907 6.2 5.8 1. EXAMPLE 3/4"=1'-0" 1. EXAMPLE AT (37.5%)NEARESTWILLBE TO FABRIC CANOPY ROOF LEVEL- BACKSTAGE ROOF LEVEL- BACKSTAGE 54' - 10 1/8" 54' - 10 1/8" 9 CHANNEL CENTER STREET SUITE 200 BOSTON, MA 02210 617.532.6600 DENOMINATOREQUIVELANT AND CHANGE THE NUMERATOR TO c 2025 JCJ Architecture FIRST FLOOR LEVEL- LOBBY ENTRY FIRST FLOOR LEVEL- LOBBY ENTRY CONSULTANT: 47' - 0" 47' - 0" 9' - 0 1/2" 0 - 9' 5" - 6' Reference Cover Sheet for Consultant Directory FIRST FLOOR LEVEL- CROSS AISLE FIRST FLOOR LEVEL- CROSS AISLE 42' - 5" 42' - 5" ND THE 3/32" TRANSLATION ENOUGHISCLOSE THETO USE L BE 3/64"=1'-0". L BE FOR AT SCALES 3/8",3/16" 3/4", A CD CONCESSION - EAST AREA E CONCESSION - SOUTH AREA E 4 1/4" = 1'-0" 2 1/4" = 1'-0" F AB NUMERATOR 3. FOREXAMPLE 1/8"=1'-0" AT (37.5%)WIL E NORTH BY MULTIPLYINGBY THE DENOMINATOR 8 BY THE ANDMAKING PLANNING BOARD SUBMISSION 5.8 6.2 DUTCH LAP SIDING FABRIC CANOPY ", 1/8", AND", 1/16" WILL1/8", SCALES 1/32" TRANSLATEVIEW N OR F 3' - 5 1/2"7' - 10" - 1/2"7' 5 - 3' CEDAR SHAKER SIDING, TYPICAL ROOF LEVEL- BACKSTAGE 54' - 10 1/8" NOT NSTRUCTIO " WILL" FIT TIGHTLY INDIVIDUAL ON 11"x17". 1/2",1/4 ROOF LEVEL- BACKSTAGE CO 54' - 10 1/8" PIC [JL] DL [PM] PM [NB] DTL [JC] 11' - 3 1/2" 3 - 11' FIRST FLOOR LEVEL- LOBBY ENTRY ISSUE 09-19-2025 47' - 0" JOB B2427700 DRAWN DB SCALE As indicated FIRST FLOOR LEVEL- LOBBY ENTRY NGPRINTED NEARLY THIRD SIZE(37.5%) = 11.25"x15.75 FIRST FLOOR LEVEL- CROSS AISLE 47' - 0" REVISIONS 42' - 5" 4' - 7" - 4' EXTEND OF LOWER LEVEL BEYOND FIRST FLOOR LEVEL- CROSS AISLE 42' - 5" EXTEND OF LOWER LEVEL BEYOND " WITH" 1.5" OF EXTRASPACEFOURALL ON DRAWISIDES; CONCESSION - WEST AREA E CONCESSION - NORTH AREA E PRINTED HALF SIZE (50%) WILL FIT ON SHEETA 18"x24 3 1/4" = 1'-0" 1 1/4" = 1'-0" BUILDING ELEVATION - DRAWING PRINTED FULLSIZE (100%)= DRAWING 30"x42"; CONCESSIONS A-213a r1954v0016 PM 2:52:36 10/2/2025 Page 26 of 188 OGUNQUIT PLAYHOUSE - SATELLITE VIEW !"#$"%&, () *+-+...00 / +0+2-4005 / ©Page 787 9:8;%&)8&":) 27 of 188 OGUNQUIT PLAYHOUSE - ROUTE ONE STREET VIEW !"#$"%&, () *+-+...00 / +0+2-4005 / ©Page 787 9:8;%&)8&":) 28 of 188 OGUNQUIT PLAYHOUSE - EAST VIEW !"#$"%&, () *+-+...00 / +0+2-4005 / ©Page 787 9:8;%&)8&":) 29 of 188 OGUNQUIT PLAYHOUSE - NORTH AND WEST VIEW !"#$"%&, () *+-+...00 / +0+2-4005 / ©Page 787 9:8;%&)8&":) 30 of 188 OGUNQUIT PLAYHOUSE - NORTH VIEW !"#$"%&, () *+-+...00 / +0+2-4005 / ©Page 787 9:8;%&)8&":) 31 of 188 OGUNQUIT PLAYHOUSE - SOUTH VIEW !"#$"%&, () *+-+...00 / +0+2-4005 / ©Page 787 9:8;%&)8&":) 32 of 188 OGUNQUIT PLAYHOUSE - (NORTH) OUTDOOR RESTROOMS !"#$"%&, () *+-+...00 / +0+2-4005 / ©Page 787 9:8;%&)8&":) 33 of 188 OGUNQUIT PLAYHOUSE - (NORTH) GAZEBO !"#$"%&, () *+-+...00 / +0+2-4005 / ©Page 787 9:8;%&)8&":) 34 of 188 OGUNQUIT PLAYHOUSE - (SOUTH) OUTDOOR CONCESSIONS !"#$"%&, () *+-+...00 / +0+2-4005 / ©Page 787 9:8;%&)8&":) 35 of 188 OGUNQUIT PLAYHOUSE - (SOUTH) PARKING LOT !"#$"%&, () *+-+...00 / +0+2-4005 / ©Page 787 9:8;%&)8&":) 36 of 188 OGUNQUIT PLAYHOUSE - AERIAL VIEW - BEFORE !"#$"%&, () *+-+...00 / +0+2-4005 / ©Page 787 9:8;%&)8&":) 37 of 188 OGUNQUIT PLAYHOUSE - AERIAL VIEW - AFTER !"#$"%&, () *+-+...00 / +0+2-4005 / ©Page 787 9:8;%&)8&":) 38 of 188 OGUNQUIT PLAYHOUSE - EYE LEVEL VIEW - BEFORE !"#$"%&, () *+-+...00 / +0+2-4005 / ©Page 787 9:8;%&)8&":) 39 of 188 OGUNQUIT PLAYHOUSE - EYE LEVEL VIEW - AFTER !"#$"%&, () *+-+...00 / +0+2-4005 / ©Page 787 9:8;%&)8&":) 40 of 188 OGUNQUIT 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 PLAYHOUSE 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 1.2 YG30.1 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0.0 B 10 MAIN STREET, 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.5 0.4 0.3 0.1 0.1 0.0 0.0 OGUNQUIT, MAINE 03907 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.0 0.1 0.1 0.2 0.3 0.3 0.3 0.3 0.3 0.6 0.8 0.5 0.3 0.2 0.0 0.1 0.0 YG1A 0.1 0.1 0.1 0.2 0.3 0.3 0.3 0.3 0.4 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 0.7 0.7 0.6 0.4 0.4 0.8 0.9 0.4 0.3 0.2 0.1 0.1 0.0 0.1 0.2 0.2 0.3 0.4 0.4 0.4 0.5 0.5 0.5 0.4 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.8 1.3 1.3 1.1 0.6 0.5 0.7 1.0 0.8 0.6 0.4 0.2 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.6 0.5 0.5 0.5 0.6 0.4 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 1.0 1.2 1.1 0.9 0.9 0.5 0.5 0.8 0.8 0.7 0.4 0.3 0.1 0.1 YG1B 9 CHANNEL CENTER STREET 0.1 0.1 0.2 0.3 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.2 0.4 1.0 1.2 1.2 1.4 1.0 0.6 0.4 0.5 0.7 0.8 0.6 0.3 0.2 0.1 SUITE 200 YG3 B BOSTON, MA 02210 0.0 0.1 0.1 0.2 0.4 0.6 0.5 0.5 0.4 0.4 0.3 0.3 0.3 0.2 0.1 0.1 0.2 0.1 0.0 0.0 0.0 0.0 0.3 0.0 0.0 0.1 0.2 0.3 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.3 0.7 1.3 1.5 1.5 1.0 0.6 0.4 0.5 0.7 0.9 0.6 0.3 0.2 0.0 617.532.6600 YW1 YG1A 0.0 0.1 0.1 0.2 0.4 0.5 0.5 0.4 0.3 0.2 0.2 0.1 0.1YW2 0.1 0.5 2.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.6 0.6 0.5 0.3 0.1 0.1 0.1 0.1 0.1 0.2 0.5 0.9 1.2 1.4 1.1 0.8 0.5 0.5 0.9 0.9 0.4 0.3 0.2 0.1 0.1 YW1 YW2 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.3 0.3 0.2 0.1 0.0 1.1 0.1 0.0 0.0 0.0 0.0 0.0 0.7 0.9 0.9 0.4 0.2 0.1 0.1 0.1 0.1 0.2 0.3 0.6 1.1 1.6 1.5 1.2 0.7 0.5 0.7 1.0 0.7 0.5 0.3 0.1 c 2025 JCJ Architecture YG1A YW2 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.3 0.1 0.1 0.1 0.0 0.8 0.8 1.0 0.6 0.2 0.1 0.1 0.1 0.1 0.1 0.3 0.6 1.2 1.3YG1B 1.2 0.9 0.8 0.5 0.5 0.7 0.7 0.5 0.3 0.1 CONSULTANT: YW1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.7 0.1 0.4 0.1 0.1 1.0 0.9 0.6 0.3 0.2 0.1 0.1 0.1 0.1 0.2 0.5 1.0 1.3 1.1 1.3 0.9 0.4 0.3 0.4 0.4 0.3 0.2 0.1 0.1 YW1 Reference Cover Sheet for Consultant 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.2 1.0 1.1 0.2 0.2 0.5 0.9 0.8 0.6 0.4 0.2 0.1 0.1 0.1 0.1 0.2 0.3 0.7 1.2 1.3 1.2 0.7 0.4 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 Directory YW1 YW1 0.3 0.2 0.1 0.1 0.1 0.1 0.7 0.3 0.4 1.2 0.7 0.9 0.8 0.6 0.3 0.2 0.1 0.1 0.1 0.1 0.2 0.4 0.7 0.8 0.7 0.5 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.8 0.4 0.2 0.1 0.1 0.2 0.5 0.6 0.8 1.0 1.1 YW13.4 0.8 1.0 1.0 0.5 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.3 0.4 0.4 0.3 0.1 0.1 YW1 YG1A YS1 TYP. 0.9 1.3 0.8 0.3 0.2 0.2 0.4 2.3 0.4 0.7 1.1 1.2 1.3 1.2 1.5 0.6 0.9 1.1 0.7 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.3 0.2 0.3 0.4 0.7 0.6 0.4 0.2 0.1 0.0 0.0 YW1 YG1A YS1 TYP. 0.5 1.1 1.1 0.4 0.3 0.5 0.8 0.9 1.1 1.2 1.4 1.4 1.4 1.4 1.2 1.3 0.8 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.4 0.5 0.6 0.5 0.4 0.4 0.6 0.9 0.6YG1A 0.3 0.2 0.1 0.1 0.0 0.0 YW1 YS1 TYP. YW1 0.6 1.0 0.7 0.4 0.4 0.7 1.0 1.4 1.0 1.6 1.2 1.4 1.5 1.4 1.3 3.3 1.7 1.9 1.3 0.6 0.3 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.6 1.0 1.2 1.0 0.6 0.4 0.6 0.8 0.7 0.5 0.3 0.2 0.1 0.0 0.0 YS1 TYP. YG1A YW1 0.5 0.4 0.3 0.3 0.5 0.1 1.3 1.0 YW1 0.7 1.0YS1 TYP.1.3 1.4 1.6 1.5 1.6 0.6 1.0 2.1 2.0 1.9 0.8 0.4 0.2 0.1 0.1 0.1 0.1 0.2 0.3 0.8 1.2 1.2 1.2 0.9 0.4 0.5 0.7 0.8 0.6 0.4 0.2 YG1B YW1 YG1B 0.2 0.2 0.1 0.2 0.5 0.8 1.1 0.7 0.6 0.6 0.4 0.8 1.1YS1 TYP. 1.3 2.6 1.0 1.4 1.8 0.9 0.5 0.5 1.0 2.0 1.4 2.0 1.3 0.5 0.2 0.1 0.1 0.1 0.1 0.2 0.3 0.8 1.2 0.5 1.2 1.1 0.5 0.4 0.4 0.5 0.4 0.2 0.2 0.2 0.3 0.4 0.7 0.7 0.6 0.5 0.5 0.2 0.1 0.9YW1 0.5 0.6 0.4 2.0 2.1 1.6 0.8 0.5 0.8 1.7 2.2 2.2 1.3 0.7 0.3 0.2 0.1 0.1 0.1 0.1 0.2 0.6 1.1 1.2 1.3 1.0 0.5 0.3 0.2 0.2 0.2 0.1 YW1 0.2 0.4 0.6 0.5 1.0 0.8 0.4 0.2 0.1 0.1 0.1 0.4 0.6 0.3 0.7 2.9 2.1YG1B 1.3 2.0 1.1 0.6 0.6 1.1 1.6 1.8 1.4 0.9 0.5 0.2 0.1 0.1 0.1 0.1 0.2 0.4 0.7 1.0 1.0 0.6 0.3 0.2 0.1 0.1 0.1 YG1A YW1 0.2 0.6 1.0 1.1 1.3 0.7 0.3 0.2 0.1 0.1 0.1 0.2 1.8YW1 0.5 0.4 0.8 1.9 2.1 2.1 1.2 0.7 0.6 0.8 1.4 1.6 1.5 1.3 0.7 0.3 0.2 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.1 YG1B 0.1 0.2 0.4 0.9 1.2 0.9 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.5 0.3 0.3 0.6 1.3 1.9 1.9 1.3 0.9 0.6 0.8 1.3 1.3 1.0 1.3 0.8 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.0 NORTH 0.1 0.2 0.2 0.4 0.4 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.8 1.4 1.8 1.6 1.2 0.7 0.6 0.9 1.4 1.4 1.4 0.8 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.7 1.4 1.4YG1B 1.3 1.0 0.9 0.7 0.9 1.3 1.5 1.2 0.6 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 YS1 TYP. a c YW1 0.3 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.1 0.2 2.5 0.0 0.2 0.3 0.6 1.1 1.3 1.3 1.5 1.1 0.8 0.8 0.9 0.9 0.6 0.4 0.3 0.2 0.3 0.3 0.3 0.2 0.1 0.1 0.1 0.0 0.0 b YW1 0.7 1.0 0.8 0.3 0.2 0.1 0.1 0.2 0.3 0.4 0.5 0.4 0.3 0.2 0.2 2.8 0.5 0.2 0.2 0.3 0.5 0.9 1.4 1.6 1.5 1.0 0.7 0.6 0.5 0.4 0.3 0.2 0.2 0.3 0.5 0.7 0.5 0.3 0.1 0.1 0.0 YW1 A 1.5 1.1 1.0 1.3 0.6 0.2 0.1 0.2 0.3 0.7 0.9 0.5 0.2 0.1 0.1 YW1 0.4 1.0 0.3 0.2 0.2 0.3 0.4 0.5 0.8 1.0 1.0 0.9 0.7 0.5 0.3 0.3 0.2 0.2 0.2 0.2 0.3 0.7 0.8 0.5 0.3 0.2 YG1A YG1A YS1 TYP. YW1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.8 1.2 0.6 0.2 0.2 0.2 0.5 1.4 1.7 1.6 1.8 0.8 0.3 0.1 0.1 1.9 1.0 0.5 0.2 0.2 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.6 0.6 0.6 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.2 0.3 0.8 0.8 0.5 YG1B KEY PLAN 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.8 0.8 0.4 0.2 0.2 0.3 0.6 1.6 1.7 1.6 1.7 0.8 0.3 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.5 0.5 0.5 0.5 0.6 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.3 0.5 0.9 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.2 0.1 0.1 0.2 0.4 1.0 1.5 1.5 1.0 0.5 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.2 0.3 0.3 0.4 0.5 0.6 0.5 0.4 0.5 0.6 0.9 0.9 0.7 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.3 0.4 0.5 0.4 Planning Board Submission YS1 TYP. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.1 0.1 0.1 0.2 0.3 0.4 0.6 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.2 0.3 0.3 0.3 0.3 0.5 0.7 0.5 0.6 0.8 0.5 0.4 0.5 0.9 1.4 1.3 1.1 0.6 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 10.23.25 YS1 TYP. YG1A 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.4 0.5 0.5 0.2 0.8 1.2 0.9 0.9 0.9 0.6 0.4 0.6 1.1 1.2YG1B 1.0 0.9 0.8 0.3 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 YG1A 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.2 0.2 0.3 0.5 0.7 0.6 1.0 1.4 1.3 1.0 0.8 0.4 0.3 YG20.5 0.7 1.2 1.1 1.2 0.8 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.2 0.3 0.2 0.2 0.1 0.1 0.1 0.2 0.3 0.2 0.3 0.2 0.2 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.3 0.4 0.4 0.4 0.4 0.3 0.2 0.2 0.3 0.5 0.8 0.9 1.2 1.1 0.9 0.7YG2 0.5 0.3 0.2 0.4 0.7 1.1 1.3 1.1 0.6 0.3 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 YS1 TYP. 0.4 0.6 0.7 0.7 0.5 0.3 0.2 0.2 0.3 0.4 0.6 0.7 0.7 0.5 0.3 0.2 0.2 0.3 0.4 0.7 0.7 0.7 0.5 0.3 0.2 0.2 0.3 0.4 0.7 0.7 0.7 0.5 0.3 0.2 0.2 0.4 0.4 0.4 0.3 0.3 0.2 0.3 0.3 0.3 0.4 0.6 0.8 0.7 0.6 0.4 0.3 0.3 0.2 0.2 0.2 0.4 0.6 0.7 0.6 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.5 YG2 0.7 1.2 1.2 1.2 0.9 0.5 0.3 0.3 0.4 0.8 1.2 1.2 1.2 0.9 0.5 0.3 0.3 0.4 0.8 1.2 1.2 1.2 0.9 0.5 0.3 0.3 0.4 0.8 1.2 1.2 1.2 0.9 0.5 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.4 0.5 0.4 0.3 0.3 0.3 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 2.1YG2 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.6 0.7 NOT FOR YG2 YG1A 1.0 1.3 0.8YG1B 1.2 1.2 0.6 0.3 0.3 0.5 1.0 1.3 0.8YG1B 1.2 1.2 0.6 0.3 0.3 0.5 1.0 1.3 0.8YG1B 1.2 1.2 0.6 0.3 0.3 0.5 1.0 1.3 0.8YG1B 1.2 1.2 0.6 0.3 0.2 0.1 0.1 0.1 0.1 0.2 0.5 0.7 0.8 0.7 0.4 1.8 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.4 0.8 0.8 0.3 CONSTRUCTION 0.9 1.2 1.2 1.2 1.1 0.6 0.3 0.3 0.4 0.9 1.2 1.2 1.2 1.1 0.6 0.3 0.3 0.4 0.9 1.2 1.2 1.2 1.1 0.6 0.3 0.3 0.4 0.9 1.2 1.2 1.2 1.0 0.5 0.3 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.6 0.8 0.8 0.5 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.3 0.7 0.9 0.6 YG1A YG2 YG2 0.5 0.8 0.9 0.9 0.6 0.4 0.2 0.2 0.3 0.5 0.8 0.9 0.9 0.6 0.4 0.2 0.2 0.3 0.5 0.8 0.9 0.9 0.6 0.4 0.2 0.2 0.3 0.5 0.8 0.9 0.9 0.6 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.7 1.0 0.5 0.3 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 8.8 0.1 0.2 0.4 0.5 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.1 0.1 0.2 0.4 0.6 0.6 YG2 0.3 0.4 0.3 0.4 0.3 0.2 0.2 0.1 0.2 0.3 0.4 0.3 0.4 0.3 0.2 0.2 0.1 0.2 0.3 0.4 0.3 0.4 0.3 0.2 0.2 0.1 0.2 0.3 0.4 0.3 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.3 0.5 0.8 0.8 0.5 0.3 0.2 0.1 0.1 0.2 0.0 0.1YG2 0.4 0.0 0.0 0.1 0.1 0.2 0.3 0.7 1.0 1.0 0.7 0.4 0.2 0.1 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.3 YG2 ISSUE Planning Board Submission YG2 0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.7 0.8 0.6 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 1.0 1.3 1.2 1.1 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 JOB B2427700 YG1B DRAWN PW/JK 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.6 0.8 0.9 0.6 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.5 1.1 1.1 0.8 1.2 0.7 0.3 0.1 0.1 0.0 0.0 0.0 0.0 SCALE As Indicated 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.5 0.9 0.7 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.8 1.2 1.2 1.2 0.7 0.3 0.1 0.1 0.0 YG1A REVISIONS 0.6 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.6 0.9 0.6 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 0.9 1.1 0.9 0.5 0.9 0.7 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.7 0.7 YG1A 0.6 0.7 0.4 0.2 0.1 0.0 SITE LIGHTING PHOTOMETRIC PLAN 1 1" = 25' Luminaire Schedule Calculation Summary Applicable Lighting Standards and References: Photometric Plan Notes: Tag Symbol Qty Label Description LLF Luminaire Luminaire Total Mounting Height BUG Rating Label CalcType Units Avg Max Min Max/Avg Ogunquit Zoning Ordinance Section 225-11.6(4) A. Signage lighting at building facade may be developed in forthcoming submissions in conjunction with architectural development. Lumens Watts Watts (Above F.F.E.) Overall Site Illuminance Fc 0.38 8.8 0.0 N.A. Ogunquit Zoning Ordinance Section 225-8.7 Illuminating Engineering Society North America (IESNA) Design Criteria and Illumination Recommendations B. One lighting fixture type (YG3 bollard) has a light distribution with an uplight component YG1A 22 Hadco Swan Pole top luminaire with top arm mount, 0.850 2334 20.9 459.8 13.25, 16 B1-U0-G1 BOH Parking Illuminance Fc 0.50 1.7 0.1 3.40 intended to softly wash the underside of key specimen trees. Lam's recommendation is to use comfort optics, and Type III distribution. Main Parking Illuminance Fc 0.28 1.3 0.0 4.64 preset lighting controls to minimize the use of these lights to only during evening show times where theatre guests are present on site. YG1B 11 Hadco Swan - Dual Head Pole top luminaire with top arm mount, two 0.850 2334 20.9 459.8 13.25, 16 B1-U0-G1 Staff Parking Illuminance Fc 0.55 2.2 0.1 4.00 fixtures mounted back to back with comfort VIP Parking Illuminance Fc 0.23 1.2 0.0 5.22 optics, and Type III distribution. YG2 11 ERCO Castor Bollard 180 19in H bollard with glare free 180deg 0.850 183 9.8 107.8 1.5 B0-U0-G0 distribution. YG3 2 Ligman Freetown Bollard with integrated adjustable uplight. 0.850 649 11 22 2.5 B0-U4-G0 YS1 237 Targetti Intellistrand With Catenary module with decorative shade. 0.850 67 1.5 355.5 9.5, 13.25 B0-U2-G0 Site Lighting Shade YW1 25 BEGA 22261 Wall mounted sconce with diffuse optics. 0.850 362 6 150 7.5 B0-U0-G0 Photometric Plan YW2 3 ERCO Beamer Large Wall mounted spotlight with darklight-optics 0.850 1357 26 78 75 B2-U0-G0 and glare control. *Fixture symbols are annotative and do not reflect exact fixture dimensions LL-101 Page 41 of 188Page 42 of 188 Urban Swan CXF4C Comfort Optics Pendant Project: Location: The Hadco Swan pendant family offers a simple modern take on the traditional pendant lantern, providing style and elegance to downtown areas, commercial Cat.No: developments, parks and residential communities. These pendants are now Type: avaliable with comfort optics, providing a low glare, comfortable solution. Lamps: Qty: Notes: Ordering guide Example: CXF4C-196-G2-A-A-2-830-A-4-DL-SP1 Series LEDs Generation Mounting Finish Distribution CXF4C 196 G2 CXF4C Swan 196 196 LEDs G2 Gen 2 A Side arm A Black 1 Type 1 T Top arm B White 2 Type 2 W Wall mount G Verde Green 3 Type 3 H Bronze 4 Type 4 I Silver Gray 5 Type 5 J Dark Green CCT Voltage Drive current Driver Options Surge Supression 8303 3000K (80CRI) A 120-277 VAC 4 450mA DL1 2 DALI (default: SP1  Parallel 10kV standard 840 4000K (80CRI) B 347-480 VAC 6 650mA logarithmic) SP2 Parallel 20kV 11 1150mA N None 16 1675mA 21 2100mA Footnotes 1. DL not available with B (347-480) voltage. 2. DL not available with 4 (450mA) and 6 (650mA) drive currents. 3. Only 3000K CCT and warmer/below are IDA International DarkSky Approved. BAA CXF4C-Swan-DarkSky-spec-sheet-en 02/25 page 1 of 3 Page 43 of 188 25.11" CXF4C Swan (638mm) 15.96" (405mm) Pendant with comfort optics 14.96" (405mm) Dimensions 20.88" 20.88" (530mm) (530mm) Width: 21" diameter Height: 15-5/8" 25.11" 25.11" (638mm) 25.86" (638mm) (657mm) EPA: 0.86 sq. ft Weight: 20.5 lbs (max.) 15.96" 9.00" 15.96" (405mm) (229mm) (405mm) 14.96" 14.96" (405mm) (405mm) 14.96" (405mm) 20.8820" .88" 20.88" 20.88" 20.88" (530(530mm) mm) (530mm) (530mm) (530mm) 25.86" 25.86" (657mm) Predicted Lumen Depreciation Data (657mm) Predicted performance derived from LED manufacturer’s data and engineering design estimates, based on IESNA LM-80 methodology. Actual experience may vary due to field application conditions.L70 is the predicted time when LED9.00 "performance depreciates to 70% of (229mm) 9.00" initial lumen output. Calculated per IESNA TM21-11. Published L70 hours limited to 6 times actual LED(229 testmm )hours. 14.96" (405mm) 14.96" (405mm) Ambient Temperature °C Driver mA Calculated L70 Hours L70 per TM-21 Lumen Maintenance % at 60,000 hrs 25°C 2100mA >100,000 hours >60,000 hours >87% 20.88" (530mm) 20.88" (530mm) LED Wattage and Lumen Values LED Module: 3000K Type 1 Type 2 Type 3 Type 4 Type 5 LED Avg. Ordering LED Delivered BUG Efficacy Delivered BUG Efficacy Delivered BUG Efficacy Delivered BUG Efficacy Delivered BUG Efficacy Current System Code qty Lumens 2 Rating (LPW) Lumens 2 Rating (LPW) Lumens 2 Rating (LPW) Lumens 2 Rating (LPW) Lumens 2 Rating (LPW) (mA) Wattage CXF4C-196- 196 450 21 2431 B1-U0-G1 116 2090 B1-U0-G1 100 2334 B1-U0-G1 112 2519 B1-U0-G1 121 2270 B1-U0-G1 109 G2-x-830-4 CXF4C-196- 196 650 30 3503 B2-U0-G2 117 3012 B1-U0-G1 100 3363 B2-U0-G2 112 3630 B1-U0-G1 121 3271 B2-U0-G1 109 G2-x-830-6 CXF4C-196- 196 1150 51 5988 B3-U0-G3 117 5148 B2-U0-G2 101 5749 B2-U0-G2 113 6205 B2-U0-G2 122 5591 B3-U0-G2 110 G2-x-830-11 CXF4C-196- 196 1675 74 8357 B3-U0-G3 113 7185 B3-U0-G3 97 8024 B3-U0-G3 109 8661 B2-U0-G2 118 7804 B3-U0-G2 106 G2-x-830-16 CXF4C-196- 196 2100 93 10000 B3-U0-G3 107 8598 B3-U0-G3 92 9601 B3-U0-G3 103 10364 B3-U0-G3 111 9338 B3-U0-G2 100 G2-x-830-21 LED Module: 4000K Type 1 Type 2 Type 3 Type 4 Type 5 LED Avg. Ordering LED Delivered BUG Efficacy Delivered BUG Efficacy Delivered BUG Efficacy Delivered BUG Efficacy Delivered BUG Efficacy Current System Code qty Lumens 2 Rating (LPW) Lumens 2 Rating (LPW) Lumens 2 Rating (LPW) Lumens 2 Rating (LPW) Lumens 2 Rating (LPW) (mA) Wattage CXF4C-196- 196 450 21 2528 B1-U0-G1 121 2174 B1-U0-G1 104 2427 B1-U0-G1 116 2620 B1-U0-G1 125 2361 B1-U0-G1 113 G2-x-840-4 CXF4C-196- 196 650 30 3643 B2-U0-G2 121 3132 B1-U0-G1 104 3498 B2-U0-G2 117 3775 B1-U0-G1 126 3402 B2-U0-G1 113 G2-x-840-6 CXF4C-196- 196 1150 51 6228 B3-U0-G3 122 5354 B2-U0-G2 105 5979 B2-U0-G2 117 6453 B2-U0-G2 127 5815 B3-U0-G2 114 G2-x-840-11 CXF4C-196- 196 1675 74 8691 B3-U0-G3 118 7472 B3-U0-G3 101 8345 B3-U0-G3 113 9007 B2-U0-G2 122 8116 B3-U0-G2 110 G2-x-840-16 CXF4C-196- 196 2100 93 10400 B3-U0-G3 112 8942 B3-U0-G3 96 9985 B3-U0-G3 107 10779 B3-U0-G3 116 9712 B3-U0-G2 104 G2-x-840-21 Values from photometric tests performed in accordance with IESNA LM-79 and are representative of the configurations shown. Actual performance may vary due to installation and environmental variables, LED and driver tolerances, and field measurement considerations. It is highly recommended to confirm performance with a photometric layout. Note: Some data may be scaled based on tests of similar (but not identical) luminaires. Contact factory for configurations not shown. CXF4C-Swan-DarkSky-spec-sheet-en 02/25 page 2 of 3 Page 44 of 188 CXF4C Swan Pendant with comfort optics Specifications Housing Finish Optional SP2: 20kV / 10kA surge protection device that provides extra protection beyond the SP1 In a round shape, this housing is constructed of Color in accordance with the AAMA 2603 10kV/10kA level. low copper die-cast aluminum and 0.090" thick standard. Application of polyester powder spun aluminum. All non-ferrous fasteners prevent coat paint (4 mils/100 microns) with ± 1 mils / Wiring corrosion and ensure longer life. 24 microns of tolerance. The Thermosetting resins provides a discoloration resistant finish in Gauge 18 wires. Top mount option come with quick Access-mechanism accordance with the ASTM D2244 standard, as disconnects. Arm mount options provide a 6" The hinged lens frame is cast aluminum with a well as luster retention in keeping with the ASTM minimum exceeding from luminaire. stainless steel spring latch for tool-less access. D523 standard and humidity proof in accordance with the ASTM D2247 standard. The surface Hardware Mounting treatment achieves a minimum of 2000 hours All non-ferrous fasteners prevent corrosion and for salt spray resistant finish in accordance with ensure longer life. A: Side arm mount T: Top arm mount testing performed and per ASTM B117 standard. 25.11" 25.86" 25.11" 25.86" LED products manufacturing standard10.36" Optical system 10.36" " " " " " " " " The electronic components sensitive to The advanced LED comfort optical system 9.00 9.00 15.99 electrostatic discharge (ESD) such as light 15.99 14.96 14.96 14.96 14.96 provides Types 1, 2, 3, 4 and 5. Composed of high " emitting" diodes (LEDs) are assembled in performance UV-stabilized optical grade lens 20.88" 20.88" 20.88" 23.27 compliance with IEC61340 5 1 and ANSI/ ESD 20.88" with20.88 molded" micro-optics to20.88 achieve" desired 7.16"23.27 7.16" distribution optimized to get a exceptional S20.20 standards so as to eliminate ESD events CXF4T CXF4A CF4WCXF4T CXF4A CF4W W: Wall mount lighting uniformity. Optical system is rated IP66 that could decrease the useful life of the product 24.50" 24.50" 25.11" 25.86" Performance tested 10.36per" LM-79 and TM-15 (IESNA) certifying its photometric performance. Street Quality control " " " " CXF5 side indicated luminaire designed with 0% uplight The manufacturerCXF5 must provide a written 9.00 15.99 14.96 14.96 (U0 per IESNA TM-15). " confirmation of its ISO 9001 2014 Quality " Standards Certification. " 20.88" 20.88" 20.88" 23.27 Driver 7.16" 22.27 CXF4T CXF4A CF4WTop arm mount (T) - if new installation or as High power factor of 95%. Electronic driver, 22.27 Certifications and Compliance operating range 50/60" Hz. Auto adjusting needed = choose one of the Bracket Arm 24.50" cETLus Listed for" Canada and U.S. to the UL 1598 Adapters or one of the Hanging Fixtures Mounting universal26" voltage input22.11 from 120 to 277 and 347 to and UL8750 standards,22.11 suitable for Wet Locations. 26" Arms: 25.04" 25.79" CXF5 480 VAC rated for both application line to line or The quality systems of the facility where line25.04CXF15 to" neutral, Class 2, THD25.79 of" 20% max. Maximum " manufactured have been registered by UL to the " Bracket" Arm Adapters ambient operating temperature20.65" from 40°F (40°C) CXF15 " " " ISO 9001 series standards. LM80 & LM79 tested. 9.00 " 15.99 to 130°F (50°C). Certified in compliance to UL1310 20.65" • 15.10 TFHAM3 horizontal arm clamp collar adapter CCTs 3000K and warmer are Dark Sky Approved. 9.00 CXF14 15.99 22.27 cULus requirement. Dry and damp location. 15.10 20.88" • TFHAM420.88 horizontal" arm clamp collar20.88" adapter Assembled on a unitized removable tray with Tyco CXF14 " IP Rating 20.88" quick20.88" disconnect plug resisting20.88" to 221°F (105°C). • TFTC1 vertical threaded arm clamp collar 22.11 CXF5&6T CXF5&6A CXF5&6W26" Dimmable driver 0-10V. The current supplying the The LED optics chamber is IP66 rated. adapter (for internally threaded 3/4-14 NPS LEDs will be reduced by the driver if the driver 25.04" mating25.79 arm," threaded pipeCXF5&6T included) CXF5&6A CXF5&6W CXF15 experiences internal overheating as a protection Warranty " " " to20.65 the" LEDs and the electrical components. Hanging Fixtures - Hub, Post, or Wall Mounting Arms 5-year limited warranty. Options available 9.00 15.99 15.10 Output is protected from short circuits, voltage CXF14 for extended warranties – contact factory. Light engine overload and current overload. Automatic 20.88" 20.88" 20.88" recovery after correction. Standard built in driver See signify.com/warranties for details and Light guide technology provides low-glare, surge protection of 2.5kV (min) with DALI, driver is restrictions. CXF5&6T CXF5&6A CXF5&6Wuniform illumination. Composed of 196 LEDs class 1. Due to the inrush current that occurs with strategically positioned on the edge of the electronic drivers, recommend using a time-delay Buy American Act of 1933 (BAA) optical plate. Light engine luminous opening size or slow blow fuse to avoid unwanted fuse blowing This product is manufactured in one of our US optimized to best achieve a balance between (false tripping) that can occur with normal or fast factories and, as of the date of this document, lumen output and optical performance with the acting fuses. this product was considered a commercially need to provide visual comfort. Light engine available off-the-shelf (COTS) item meeting the frame ensures contact with housing to provide Driver options requirements of the BAA. heat conduction and sealing against the elements. DALI: Pre-set driver compatible with the DALI Light engine is RoHS compliant. Maximum ambient This BAA designation hereunder does not address logarithmic control system. operating temperature up to 40°C(104°F). (i) the applicability of, or availability of a waiver Standard color temperatures: 3000K +/- 130K, Surge protection under, the Trade Agreements Act, or (ii) the “Buy 4000K+/- 130K, Minimum CRI of 80. Also available America” domestic content requirements imposed in 2700K, 3500K, 5000K and Amber (>590nm) with Surge protector tested in accordance with ANSI/ on states, localities, and other non-federal entities extended lead times. Contact factory for details. IEEE C62.45 per ANSI/IEEE C62.41.2 Scenario as a condition of receiving funds administered ICategory C High Exposure 10kV/10kA waveforms by the Department of Transportation or other for Line Ground, Line Neutral and Neutral Ground, federal agencies. Prior to ordering, please visit and in accordance with U.S. DOE (Department www.signify.com/baa to view a current list of of Energy) MSSLC (Municipal Solid State Street BAA-compliant products to confirm this product’s Lighting Consortium) model specification for current compliance. LED roadway luminaires electrical immunity requirements for High Test Level 10kV / 10kA. © 2025 Signify Holding. All rights reserved. The information provided herein Signify North America Corp. Signify Canada Ltd. is subject to change, without notice. Signify does not give any representation 400 Crossing Blvd, Suite 600 281 Hillmount Road, or warranty as to the accuracy or completeness of the information included Bridgewater, NJ 08807 Markham, ON, Canada L6C 2S3 herein and shall not be liable for any action in reliance thereon. The information Telephone: 800-555-0050 Telephone: 800-668-9008 presented in this document is not intended as any commercial offer and does not form part of any quotation or contract, unless otherwise agreed by Signify. All trademarks are owned by Signify Holding or their respective owners. CXF4C-Swan-DarkSky-spec-sheet-en 02/25 page 3 of 3 www.hadco.com Page 45 of 188E Castor Bollard luminaire Floor washlight 31 1/2" 31 800mm 4 1/2" d115mm ä ö ü> DryDamp Wet LED 35744.023 Graphit m Anti-glare cone: corrosion-resistant LED module: 8.1W 956lm 3000K warm cast aluminum, No-Rinse surface white treatment. double powder-coated and 0-10V dimmable black lacquered. Version 3 Glare-free above the light aperture. Wide beam Mounting accessories to be ordered60° 60° separately. Product description Dimming with external dimmers For mounting on accessories. possible (0-10V). Bollard: corrosion-resistant aluminum Suitable for wet location (IP65): profile, No-Rinse surface treatment. dust-proof and water jet-proof. 30°250cd 30° Double powder-coated. Optimized Housing temperature 133°F / 56°C C0 -C180 0° C90 -C270 Imax =125cd surface for reduced accumulation of Maximum wind load area 0.99ft²Loading [MathJax]/extensions/MathMenu.js / dirt. 0.092m² Upper cover and base plate: Weight 9.89lbs / 4.49kg corrosion-resistant cast aluminum, Version with 3000K CRI 97 or 2700K, h=2'4" 14'5" No-Rinse surface treatment. Double 3500K, 4000K CRI 92 available on 0.05 powder-coated. Base plate for request. 7'3" mounting on ground socket, concrete 0.9 anchor or mounting plate. 5 2 cable entries. Through-wiring 0'0" possible. 5 terminals. Control gear 120V/277V, 60Hz, dimmable. 0.2 7'3" LED module: high-power LEDs. 180° light guidance ring made of 14'5" optical polymer. 0'0" 7'3" 14'5" 21'8" Technical data Luminous flux of the luminaire 183lm Connected load 9.8W Luminaire efficacy 19lm/W Color deviation 1.5 SDCM Color rendition index CRI 92 Lumen maintenance (LED manufacturer L90/B10 >50000h specifications) L90 >100000h LED failure rate 0.1% >50000h TLA (Temporal Light Artefacts) SVM ≤ 0.4; PstLM ≤ 1 LMF E Temperature on the cover glass 99°F / 37°C For your regional contact in the ERCO Technical region: 120V/60Hz, Sales network click here 277V/60Hz www.erco.com/contact We reserve the right to make technical and design changes. Edition: 11.04.2025 Current version under © ERCO GmbH 2025 www.erco.com/35744.023 1/3 Page 46 of 188E Castor Bollard luminaire Planning data Melanopic light effect Art. no. Spectrum MR MDER 35744.023 (direct) 3000K CRI 92 0.53 0.48 MR Melanopic factor (of luminous radiation) a_mel,v MDER Melanopic Daylight Efficacy Ratio [gamma]_mel,v,D65 Multiplying the illuminance with the melanopic daylight efficacy ratio MDER gives the melanopic equivalent daylight illuminance MEDI. (MEDI Melanopic Equivalent Daylight Illuminance [lx] E_v,mel,D65 [lx]). Cleaning (a) 1 2 3 Ambient P C N D P C N D P C N D conditions LMF 0.96 0.94 0.90 0.86 0.93 0.91 0.86 0.81 0.92 0.90 0.84 0.79 Hours of 1000 5000 10000 20000 30000 40000 50000 operation (h) LLMF 1.00 0.99 0.98 0.96 0.94 0.92 0.90 LSF 1 1 1 1 1 1 1 MF LMFxRSMFxLLMFxLSF MF Maintenance Factor LMF Luminaire Maintenance Factor RSMF Room Surface Maintenance Factor LLMF Lamp Lumens Maintenance Factor LSF Lamp Survival Factor P Room pure C Room clean N Room normal D Room dirty Technical data based on international standards and directives IEC 60598 Luminaires – Parts 1 + 2: General requirements, particular requirements and tests IEC 62031 LED modules for general lighting – Safety specifications IEC 62471 Photobiological safety of lamps and lamp systems UL 1598 Luminaires UL 1574 Standard for Track Lighting Systems UL 8750 Standard for Light Emitting Diode (LED) Equipment for Use in Lighting Products IES LM-79-08 Electrical and Photometric Measurements of Solid-State Lighting Products IES LM-80-08 Measuring Lumen Maintenance of LED Light Sources CIE 13 Method of measuring and specifying color rendering properties of light sources All technical data are subject to industry standard tolerances. See also www.erco.com/erco-led For explanations of the symbols and abbreviations used and other general information, see www.erco.com/symbols Castor Bollard luminaire 2/3 35744.023 Page 47 of 188E Castor Bollard luminaire Accessories 33975.000 33982.000 Ground socket Mounting plate Metal, hot-dip galvanised. Corrosion-resistant cast aluminum, Weight 4.63lbs / 2.10kg No-Rinse surface treatment. Graphit m, double powder-coated. Weight 3.75lbs / 1.70kg ä ö ü Dry Damp Wet d3 1/4 d83mm 3 260 mm 260 10 1/4" 10 6666 4 ∅ 23 5/8 600mm 666615/16"364 24 mm 33979.000 Concrete anchor Mounting plate with threaded bar and fixing nuts M6. Individual parts to be assembled on-site. Weight 0.55lbs / 0.25kg 3 1/2" d89mm 6 7/8" 175mm Castor Bollard luminaire 3/3 35744.023 Page 48 of 188Freetown Product Family Freetown 1 - Downlight Freetown 1 - [2] Downlight Freetown 3 - Up/Down Freetown 4 - Uplight Freetown 5 - [2] Uplight • UFRE-10001-12w-1080lm • UFRE-10011-2x12w-2x1080lm • UFRE-10021-2x12w-2x1080lm • UFRE-10031-12w-1080lm • UFRE-10041-2x12w-2x1080lm Page 51 of 188 INTELLISTRAND Low Voltage Strand 1.06 " " Ø 2.16 1.60 " CONCEPT ELECTRICAL CHARACTERISTICS Low voltage cable light strand, perfect for festoon mounting, taught or swayed. Power Supply Remote Class 2 120V-277V AC power supply required, ordered separately Wattage 1.5W/Sphere Voltage 24V DC MECHANICAL CHARACTERISTICS Power 16-3 cable with factory attached sockets. Connection Spacing 12” O.C. / 24” O.C. SOURCE Installation For festoon mounting, fixture can be mounted to aircraft cable or High efficiency LED diodes. secured with cable ties. Recommended for use with cable wrap option to encase both aircraft cable and Intellistrand cable for a TM30 CCT (Nominal) clean, one wire look. For surface mounting, the flat back of the 2300K fixtures can secured with surface mount clip. Protection IP65 Weight 0.25Lbs per socket OPTIC Max. Length 12” O.C.: 50’ max per run 24” O.C.: 100’ max per run Polycarbonate spherical opal lens. Beam Opal CERTIFICATIONS 360° x 200° cETLus Class 2 Wet Listed 4007019 Delivered Lumens 2300k 67Lm/Sphere Energy efficient for California installations Efficacy 45Lm/W Tested in accordance RoHS3 EU 215/863 Lifetime L90 40,000hrs at max TA +25ºC WARRANTY 5 year limited warranty Targetti USA 3F Filippi | Targetti Group Company 750-A W. 17th St. Costa Mesa, CA 92627 (714) 513-1991 targettiusa.com rev. 07.23.25 pg. 1 of 5 Page 52 of 188Wall luminaire · Directed light Application Type: As individual luminaires with low mounting height, they can be used BEGA Product: for marking danger areas or in rows for illuminating corridors and passageways. With high mounting heights they can be used as wall Project: luminaires next to doors or for lighting small wall areas. Modified: Materials Clear safety glass with matte finish Marine grade, copper free (≤ 0.3% copper content) A360.0 aluminum alloy High temperature silicone gasket Mechanically captive stainless steel fasteners Galvanized zinc-plated mounting bracket NRTL listed to North American Standards, suitable for wet locations Protection class IP 64 Weight: 1.5 lbs. Electrical Operating voltage 120-277V AC Minimum start temperature -30° C LED module wattage 4.2 W System wattage 5.8 W Controllability 0-10V dimmable Color rendering index Ra > 90 Luminaire lumens 362 lm LED service life (L70) 60000 hrs LED color temperature 4000K (K4) 3500K (K35) 3000K (K3) 2700K (K27) BEGA can supply you with suitable LED replacement modules for up to 20 years after the purchase of LED luminaires - see website for details Finish All BEGA standard finishes are matte, textured powder coat with minimum 3 mil thickness. BEGA Unidure® finish provides superior fade protection Available options in Black, Bronze, and Silver. BEGA standard White is a super durable polyester powder. Optionally available RAL, custom, and premium colors CUS Custom finish provided in polyester powder and/or liquid paint. DALI-2 Enabled for DALI control system FSC Fusing Available colors MGU Marine grade undercoat Black (BLK) Bronze (BRZ) NTB Natural bronze (premium finish) Silver (SLV) White (WHT) RAL RAL Classic, matte finish Natural Bronze (NTB) RAL: CUS: Wall luminaire · Directed light LED A B C 7 3 3 B22261 ADA 4.2 W 6 /8 3 /4 2 /8 BEGA 1000 BEGA Way, Carpinteria, CA 93013 (805) 684-0533 info@bega-us.com Due to the dynamic nature of lighting products and the associated technologies, luminaire data on this sheet is subject to change at the discretion of BEGA North America. For the most current technical data, please refer to bega-us .com © copyright BEGA 2025 Updated 09/12/25 Page 57 of 188E Beamer Projector 15 3/64" 382mm 247mm 9 23/32" 6 1/16" 144mm 5 11/16" d d154mm W ä ö ü DryDamp Wet LED ^ > A4000782 Graphit m Internal lens unit: polymer, black, can LED module: 21.7W 2342lm 3000K be rotated through 360°. warm white Darklight lens made of optical polymer. 0-10V dimmable Optical cut-off 40° from horizontal. Version 3 Dimming with external dimmers Size M possible (0-10V). 60° 60° Darklight lens flood Suitable for wet location (IP65): dust-proof and water jet-proof. Product description Class 2 Housing and hinge: corrosion-resistant Maximum wind load area 0.57ft² / polymer, coated. Optimized surface for 0.053m² 30°5000cd 30° reduced accumulation of dirt. Swivel Weight 8.49lbs / 3.85kg 0° Imax =4802cd joint with internal wiring, 90° tilt. Scale Version with 3000K CRI 97 orLoading [MathJax]/extensions/MathMenu.js2700K, disc: Corrosion-resistant aluminum. 3500K, 4000K CRI 92 available on Mounting plate: Polymer, coated. request. h(ft) E(fc) D Rotatable through 330°. 27° 2 cable entries. Through-wiring 6'0" 133 2'11" possible. 5-pole terminal block. 12'0" 33 5'10" Control gear 120V/277V, 60Hz, 18'0" 15 8'9" dimmable. 24'0" 8 11'8" LED module: high-power LEDs. 30'0" 5 14'7" Collimating lens made of optical polymer. Luminaire head with non-reflective protective glass, corrosion-resistant cast aluminum, no-rinse surface treatment. Double powder-coated. Technical data Luminous flux of the luminaire 1356lm Connected load 26.0W Luminaire efficacy 52lm/W Color deviation 1.5 SDCM Color rendition index CRI 92 Lumen maintenance (LED manufacturer L90/B10 >50000h specifications) L90 >100000h LED failure rate 0.1% >50000h TLA (Temporal Light Artefacts) SVM ≤ 0.4; PstLM ≤ 1 LMF E For your regional contact in the ERCO Technical region: 120V/60Hz, Sales network click here 277V/60Hz www.erco.com/contact We reserve the right to make technical and design changes. Edition: 11.04.2025 Current version under © ERCO GmbH 2025 www.erco.com/A4000782 1/8 Page 58 of 188E Beamer Projector Planning data Melanopic light effect Art. no. Spectrum MR MDER A4000782 (direct) 3000K CRI 92 0.53 0.48 MR Melanopic factor (of luminous radiation) a_mel,v MDER Melanopic Daylight Efficacy Ratio [gamma]_mel,v,D65 Multiplying the illuminance with the melanopic daylight efficacy ratio MDER gives the melanopic equivalent daylight illuminance MEDI. (MEDI Melanopic Equivalent Daylight Illuminance [lx] E_v,mel,D65 [lx]). Cleaning (a) 1 2 3 Ambient P C N D P C N D P C N D conditions LMF 0.96 0.94 0.90 0.86 0.93 0.91 0.86 0.81 0.92 0.90 0.84 0.79 Hours of 1000 5000 10000 20000 30000 40000 50000 operation (h) LLMF 1.00 0.99 0.98 0.96 0.94 0.92 0.90 LSF 1 1 1 1 1 1 1 MF LMFxRSMFxLLMFxLSF MF Maintenance Factor LMF Luminaire Maintenance Factor RSMF Room Surface Maintenance Factor LLMF Lamp Lumens Maintenance Factor LSF Lamp Survival Factor P Room pure C Room clean N Room normal D Room dirty Technical data based on international standards and directives IEC 60598 Luminaires – Parts 1 + 2: General requirements, particular requirements and tests IEC 62031 LED modules for general lighting – Safety specifications IEC 62471 Photobiological safety of lamps and lamp systems UL 1598 Luminaires UL 1574 Standard for Track Lighting Systems UL 8750 Standard for Light Emitting Diode (LED) Equipment for Use in Lighting Products IES LM-79-08 Electrical and Photometric Measurements of Solid-State Lighting Products IES LM-80-08 Measuring Lumen Maintenance of LED Light Sources CIE 13 Method of measuring and specifying color rendering properties of light sources All technical data are subject to industry standard tolerances. See also www.erco.com/erco-led For explanations of the symbols and abbreviations used and other general information, see www.erco.com/symbols Beamer Projector 2/8 A4000782 Page 59 of 188E Beamer Projector Planning data 34954.000 34955.000 34955.000 34955.000 34953.000 34955.000 34954.000 34953.000 34953.000 34953.000 34955.000 ∅ 2 1/8” – 3 1/2” ∅ 2 1/8” – 3 1/2” ∅ 2 1/8” – 3 1/2” Beamer Projector 3/8 A4000782 Page 60 of 188E Beamer Projector Accessories AC002016 AC002019 Lens unit spot Lens unit oval wide flood Polymer, black lacquered, can be Polymer, black lacquered, can be rotated through 360°. Replacement rotated through 360°. Replacement without tools. without tools. Darklight lens made of optical polymer. Anti-reflective Spherolit lens made of Optical cut-off 50° from horizontal. optical polymer. Weight 0.31lbs / 0.14kg Weight 0.31lbs / 0.14kg AC002014 AC002017 Lens unit flood Lens unit wallwash Polymer, black lacquered, can be Polymer, black lacquered, can be rotated through 360°. Replacement rotated through 360°. Replacement without tools. without tools. Darklight lens made of optical polymer. Anti-reflective Spherolit lens made of Optical cut-off 40° from horizontal. optical polymer. Weight 0.31lbs / 0.14kg Weight 0.31lbs / 0.14kg AC002011 AC002119 Lens unit wide flood Lens unit zoom spot Polymer, black lacquered, can be Polymer, black lacquered, can be rotated through 360°. Replacement rotated through 360°. Replacement without tools. without tools. Darklight lens made of optical polymer. Anti-reflective zoom lens made of Optical cut-off 40° from horizontal. optical polymer, infinitely focusable. Weight 0.31lbs / 0.14kg Weight 0.20lbs / 0.09kg AC002015 AC002121 Lens unit extra wide flood Lens unit zoom oval Polymer, black lacquered, can be Polymer, black lacquered, can be rotated through 360°. Replacement rotated through 360°. Replacement without tools. without tools. Darklight lens made of optical polymer. Anti-reflective zoom lens made of Weight 0.31lbs / 0.14kg optical polymer, infinitely focusable. Weight 0.20lbs / 0.09kg AC002013 AC006001 Lens unit oval flood Softening lens Polymer, black lacquered, can be Filter holder: polymer, black, can be rotated through 360°. Replacement rotated through 360°. Replacement without tools. without tools. Anti-reflective Spherolit lens made of Weight 0.15lbs / 0.07kg optical polymer. Weight 0.31lbs / 0.14kg Beamer Projector 4/8 A4000782 Page 61 of 188E Beamer Projector Accessories AC006026 AC006029 Sculpture lens Skintone Filter Filter holder: polymer, black, can be Filter holder: polymer, black, can be rotated through 360°. Replacement rotated through 360°. Replacement without tools. without tools. Weight 0.15lbs / 0.07kg Weight 0.15lbs / 0.07kg AC006032 AC006011 Cold Filter Fish Filter Filter holder: polymer, black, can be Filter holder: polymer, black, can be rotated through 360°. Replacement rotated through 360°. Replacement without tools. without tools. Weight 0.15lbs / 0.07kg Weight 0.15lbs / 0.07kg AC006030 AC006033 Cold Filter Plus Marbled Meat Filter Filter holder: polymer, black, can be Filter holder: polymer, black, can be rotated through 360°. Replacement rotated through 360°. Replacement without tools. without tools. Weight 0.15lbs / 0.07kg Weight 0.15lbs / 0.07kg AC006028 AC006031 Warm Filter Bread and Pastry Filter Filter holder: polymer, black, can be Filter holder: polymer, black, can be rotated through 360°. Replacement rotated through 360°. Replacement without tools. without tools. Weight 0.15lbs / 0.07kg Weight 0.15lbs / 0.07kg AC006012 AC006023 Warm Filter Plus Blue Light Filter Filter holder: polymer, black, can be Filter holder: polymer, black, can be rotated through 360°. Replacement rotated through 360°. Replacement without tools. without tools. Weight 0.15lbs / 0.07kg Weight 0.15lbs / 0.07kg Beamer Projector 5/8 A4000782 Page 62 of 188E Beamer Projector Accessories 33974.000 33139.023 Ground socket Mounting plate Metal, hot-dip galvanised. Corrosion-resistant aluminum, Weight 6.39lbs / 2.90kg No-Rinse surface treatment. Graphit m, double powder-coated Weight 2.09lbs / 0.95kg d4 1/2 d115mm 23 5/8 600mm 9 7/16" 1/4" d240mm 8mm 33981.000 39599.000 Concrete anchor Ground spike Mounting plate with threaded bar and Metal, hot-dip galvanised. fixing nuts M10. Individual parts to be Weight 2.87lbs / 1.30kg assembled on-site. Weight 1.68lbs / 0.76kg 4 6/8" ø 4 3/4 “ ø120 mm d120mm 6 7/8" 300 mm 175mm 11 13/16 " 11 Beamer Projector 6/8 A4000782 Page 63 of 188E Beamer Projector Accessories 34955.000 34954.000 Cantilever arm Clamping plate for standing luminaire installation on for fixing Cantilever arm or attachment upright supporting pole ø 2 3/8"-3 1/2" on upright supporting pole ø 2 3/8"-3 / 60–89mm or wall. 1/2" / 60–89mm. Housing: stainless steel. Graphit m, Housing: stainless steel. Graphit m, powder-coated. powder-coated. Clamping plate or second cantilever Cantilever arm or attachment to be arm for fixing on upright supporting ordered separately. pole to be ordered separately. Weight 1.76lbs / 0.80kg Upright supporting pole ø 2 1/8"-3 1/2" Only in conjunction with / 60-89mm to be ordered separately. 34953.000 Weight 4.85lbs / 2.20kg 34955.000 125mm 4 15/16" 1 1/4" 36mm 125mm 4 15/16" 135mm 5 3/16" 5 3/16" 7/16" 5 5/16" 132mm 12 11/16" d 132mm 23mm 322mm 34953.000 34991.000 Attachment Spacer for upright supporting pole ø 2 3/8"-3 for surface-mounted cables. 1/2" / 60-89mm. Corrosion-resistant cast aluminum, Housing: stainless steel. Graphit m, No-Rinse surface treatment. Graphit m, powder-coated. double powder-coated. Clamping plate or second attachment Weight 0.51lbs / 0.23kg for fixing to be ordered separately. Pole ø 2 1/8"-3 1/2" / 60-89mm to be ordered separately. Weight 2.20lbs / 1.00kg 3 " 6 125mm 4 15/16" 153 mm 66666 5 3/16" 2 3/16" 4 132mm 55mm 666613/16"364 20 mm Beamer Projector 7/8 A4000782 Page 64 of 188E Beamer Projector Accessories AC011001 Mounting bracket for upright supporting pole ø 3 1/2” - 9“ / 88 - 228mm. Housing: stainless steel. Graphit m, powder coated. Mounting screws for mounting on pole: on-site. Mounting screws for mounting luminaire: stainless steel. 4 Strain reliefs. Weight 3.31lbs / 1.50kg 9 7/8“ 250 mm 5 9/16“ 2 1/4“ 140 mm 57 mm Beamer Projector 8/8 A4000782 Page 65 of 188Maryann Stacy From: Steve Wilkos Sent: Monday, December 1, 2025 9:14 PM To: Arleen O'Donnell Cc: Maryann Stacy Subject: Re: Ogunquit Playhouse Hello Arleen, Thank-you for sharing your input regarding the Ogunquit Playhouse proposed design during the Public Hearing with a follow up here. The Playhouse wants to hear from residents regarding the proposed design so your input is valuable. I am copying Maryann Stacy in the Land Use office where any correspondence with the Planning Board should be sent. Best regards, Steve On Mon, Dec 1, 2025 at 11 :08 AM Arleen O'Donnell wrote: Hi Steve, I am sharing my comments, and parking suggestions. I can drop off the national register documentation if you need it, although I suspect you have that handy. Thanks so much for considering public comment. Happy to discuss or answer any questions. As I mentioned at the hearing, I volunteer as a parking attendant over 150 hours each summer and am a VIP member of the playhouse.· I am also a civil engineer. Arleen ---------- Original Message---------- From: Arleen O'Donnell To: "ccolwell@tfmoran.com" Date: 11/29/2025 7:52 AM EST Subject: Ogunquit Playhouse Hi Cory I'm sharing this with you, in addition to dropping off at the Ogunquit Planning Board, to be sure it arrives in a timely manner. I appreciate your request that the board consider public comment, and to delay their vote till the next meeting. I have served on, and served as staff for, local boards and value public input. 1 Page 66 of 188 I commented on the OP site plan at the 11/24/25 Planning Board meeting and attach. these comments. Statement by playhouse representative that the site, not the building, is subject to national historic designation appears to be in error. The documentation is too large to attach but I have dropped hard copy at the planning board office. Happy to answer any questions about my comments. Attached are: • My comments, as updated, from the 11/24 hearing • My notations on page 32 of the site plan application package Thank you for your consideration Arleen O'Donnell 2 Page 67 of 188 January 26, 2026 Tyler McOsker, Director of Codes Ogunquit Codes and Planning 23 School Street Ogunquit, ME 03907 via email: mstacy@ogunquit.gov RE: Site Plan Review Application Ogunquit Playhouse Foundation - 10 Maine Street – Tax Map 5 Lots 43 & 44 Project #47657.00 Dear Mr. McOsker: On behalf of our client, Ogunquit Playhouse Foundation, please find a Site Plan Review Application submission relative to the above-referenced project. The following materials are included in this submission: • Site Plan Application (including Checklist) (10 copies); • Property Deed (10 copies); • Waiver Requests (10 copies); • Landscape Plans prepared by Studio 2112 (10 copies); • Lighting Plan prepared by LAM Partners (10 copies); • Architectural Elevations prepared by JCJ Architecture (10 copies); • ALTA Survey prepared by Owen Haskell (10 copies); and • Site Development Plans entitled “Ogunquit Playhouse, 10 Main Street, Ogunquit Maine”, prepared by TFMoran, Inc., dated January 9, 2026, revised January 26, 2026 (10 copies at 30”x42”). Project Description The project includes the redevelopment of the Ogunquit Playhouse and accessory buildings at 10 Main Street Ogunquit, ME. Tax Map 5 Lots 43 & 44 total approximately 9.49 acres and currently contains the Ogunquit Playhouse, associated scene shop, parking, accessway, and outdoor patron areas. The site is within the Shoreland General Development 3 Zone and Design Review Overlay District and is located between Route One and the Josias River. Lot 44 borders the Town of York. The proposed project is to reconstruct the Playhouse and develop administrative offices and outdoor patron spaces. Associated improvements include and are not limited to access, grading, utilities, TFMoran, Inc. TFMoran, Inc. Seacoast Division 48 Constitution Drive, Bedford, NH 03110 170 Commerce Way–Suite 102, Portsmouth, NH 03801 T (603) 472-4488 www.tfmoran.com T (603) 431-2222 Page 68 of 188Site Plan Review Application January 26, 2026 10 Maine Street - Ogunquit Playhouse Foundation – Tax Map 5 Lots 43 & 44 Project #47657.00 stormwater management system, lighting, and landscaping. The redevelopment of the Ogunquit Playhouse Theater Site has a total estimated cost of $61,814,424. The project proposes an overall reduction in impervious area throughout the Theater site. Although the proposed playhouse has a larger footprint than the existing playhouse, the existing barn located adjacent to the Josias River is being removed and the existing parking to the right of the playhouse is being resurfaced from gravel to reinforced fiber turf. This reduction in impervious area will benefit the Josias River through removal of structures within the Resource Protection Area and the reduction of stormwater runoff reaching the river. The project has undergone review by the Planning Board through the Design Review process and has been reviewed by the Ogunquit Historic Preservation Commission. The project will also be undergoing additional review by the Maine Department of Environmental Protection pursuant to the Site Location of Development Act. We appreciate your consideration of this project and look forward to presenting to you in the near future. We respectfully request that we be placed on the next available agenda for the Planning Board meeting. If you have any questions or concerns, please do not hesitate to contact us. Respectfully, TFMoran, Inc. Jason Cook, EIT Civil Project Engineer Page 2 of 2 Page 69 of 188Page 70 of 188Page 71 of 188Page 72 of 188Page 73 of 188Page 74 of 188Page 75 of 188Page 76 of 188Page 77 of 188 Letter of Authorization I, Deborah Warren, of the Ogunquit Playhouse Foundation, 10 Main Street, Ogunquit, Maine, hereby authorize TFMoran, Inc., 170 Commerce Way, Suite 102, Portsmouth, NH, to act on my behalf concerning property owned by Ogunquit Playhouse Foundation, 10, 36, & 42 Main Street & 48 Hartwig Lane, Ogunquit, Maine. I hereby appoint TFMoran, Inc. as my agent to act on my behalf in the review process, to include any required signatures. 11/07/2025 Deborah Warren (Nov 7, 2025 19:31:24 EST) Client Name Date Matthew Kay 11/10/2025 Matthew Kay (Nov 10, 2025 11:07:07 EST) Witness Date TFMoran, Inc. TFMoran, Inc. Seacoast Division 48 Constitution Drive, Bedford, NH 03110 170 Commerce Way–Suite 102, Portsmouth, NH 03801 T (603) 472-4488 www.tfmoran.com T (603) 431-2222 Page 78 of 18825.10.31_TFM_Letter of Authorization (completed-Adobe Sign) Final Audit Report 2025-11-10 Created: 2025-11-10 By: Matthew Kay (matt@alpineor.com) Status: Signed Transaction ID: CBJCHBCAABAABJ7HsQfh281awdyygtzqLl-UgfNWhBvQ "25.10.31_TFM_Letter of Authorization (completed-Adobe Sign)" History Document created by Matthew Kay (matt@alpineor.com) 2025-11-10 - 4:06:28 PM GMT Document e-signed by Matthew Kay (matt@alpineor.com) Signature Date: 2025-11-10 - 4:07:07 PM GMT - Time Source: server Agreement completed. 2025-11-10 - 4:07:07 PM GMT Page 79 of 188 EXHIBITIBIT 2 BK81+~0 PGOB I KNOW ALL MEN BY THESE PRESENTS, THAT I, JOHN C. LANE, of Ogunquit in the County of York and State of Maine, in consideration of one dollar and other valuable considerations to me paid by Ogunquit Playhouse Foundation, a non-profit, tax-exempt organization having i~s legal location in said Ogunquit, the receipt whereof I do hereby acknowledge, do hereby remise, release, bargain, sell and convey, and forever quit-claim unto the said Ogunquit Playhouse ~oundation, its successors and assigns forever, the following properties: Certain irregularly-shaped lots of parcels of land, a:1 connected and used in common w~th all the buildings and improvements thereon and all rights and easements appurtenant Cl thereto, situated in said Ogunquit easterly of U.S. Highway ~ g Number One and westerly of but not adjacent to the Shore Road or C: uJ the King's Highway, and comprising the so-called Ogunquit u.. Cf) Playhouse premises; said certain lots being more particularly ~ ' a: ' 1- described in exhibits A through.I" hereto attached and hereby ui l a:. made a part hereof, the description of land and interests ~n UJz <{ land in each of such exhibits having been taken verbatim from 2 the hereinafter referenced t itl e source deeds and outconve1ances I recorded in York County Registr y of Deeds, and as follows, viz: Recorded Title Source Deeds Recorded in YCRD Exhi bit Grantor-Grantee Book Page Date A Hartwig-Lane 1166 319 11-06- 50 B Hartwig- Lane 1365 407 10-10- 57 C Phillips-Lane 1262 124 6-3 0-54 D Perkins-Lane 1288 187 5- 05-55 Recorded Outconve:i1:ances E Lane-Perkins, et al 12 91 291 5-05-55 F Lane-Russell, et al 2862 323 11-02-81 G Lane-Barn Gallery 1423 349 l - i2-60 Associates, Inc. H Lane-Barn Gallery 3683 63 11-04-85 Ass ociates, Inc. I Lane-Russell, et a l 3658 158 10-09-85 Page 80 of 188 BK 8 4 4 0 PG O8 2 Plan references - In the preparation of this deed reference ·has been had to the following recorded and unrecorded plans, ·namely: (1) . "Sketch Showing Land In Proposed Sale Of Henry Weare, and George S. & Lester C. Littlefield To Walter Hartwig In Ogunquit, Wells, Maine, Libby & Dow,Eng'rs, Saco, Maine, October 15, 1936, Revised January 7, 1937 To Include A Proposed Sale From Wendell G. Phillips"; (2) YCRD, Book of Plans 15, Page 52, "Plan Showing The Soucherly Line Of Land To Be Conveyed By Grace M. Phillips To John C. Lane, Ogunquit - Wells - Maine, June 23, 1954, Libby & Dow - Eng'rs, Saco, Maine"; (3) YCRD, Book Of Plans 27, Page 15, "Plan Showing A Portion Of The Property Of Maude M. Hartwig, Ogunquit - Wells - Maine, May 15, 1957, Libby & Dow - Eng'rs - Saco - Maine"; (4) YCRD, Book of Plans 103, Page 26, Survey For John C. Lane, S'Ly of Bournes Lane, Ogunquit, Maine, Dated October 25, 1979, Surveyed By George M. Chrisenton - Land Su=veyor; and (5) YCRD, Plan Book 142, Page 21, Survey For John c. Lane, Bournes Lane, Ogunquit, Maine, dated August 3, 1985, Made By George M. Chrisenton & Vess E. Irvine - Land Surveyors Benefits and burdens - the properties described in this deed are hereby conveyed: (1) subject to such utility service and other easements on, over, under or across said properties as may now have any legal existence and as defined in the exhibits hereto appended; (2) with the benefit of appurtenant utility service easements mentioned in said exhibits and all appurtenant rights of way including a right of way in common with others over "20' wide R.O.W." mentioned in such exhibits and the privilege of construction and maintenance of appropriate utility ;Service facilities in common with others or otherwise within the ;limits of said way; (3) with the right to use repair, replace :and maintain, in common with ochers, such electric and telephone :service lines, water service lines, and sewer facilities as may -now exist and service said properties; (4) with the benefit of ·la right of way twenty-five (25) feet in width extending from 'aforementioned "20' wide R.O.W." in a general Westerly direction ·! -2- Page 81 of 188 BK 8 4 4 0 PG O8 3 to other land hereby conveyed to the grantee, the centerline of said twenty-five (25) foot right of way to be as described in York County Registry of Deeds, Book 2862, Page 323, and the use thereof to be as defined in last mentioned deed; (5) subject to and with the benefit of all other rights, privileges, conditions, covenants, restrictions and reservations set forth in deeds relating to record title to said properties insofar as such benefits and burdens may be in force and effect and insofar as applicable to said properties; and (6) subject to and with the benefit of applicable town, state and federal zoning and land use ordinances and regulations. This conveyance is further subject to the following express conditions and restrictions, to-wit: 1. That the grantee, its successors and assigns shall use i the premises hereby conveyed exclusively for the operation of a l non-profit theater and activities incidental thereto; l 2. That the grantee, its successors and assigns shall I maintain the portion of the premises hereinafter described in ' its existing, undeveloped state and forever wild. The portion '1 of the premises hereby conveyed to which this paragraph 2 I applies is a certain lot or parcel of land, with any improvements thereon, situated in said Ogunquit generally Easterly of the Josias River and being the Westerly portion of "Parcel III" described in Exhibit A hereto attached; its perimeter being more particularly described as follows: Beginning at a point marked by an iron pipe driven into the I ground at the Southeasterly corner of the lot of land marked "Leland Littlefield, Alice J. Littlefield 1236/377" on the hereinbefore referenced plan recorded in York County Registry of Deeds, Book of Plans 103, Page 26, said point being coincident with the Southwesterly corner of the lot marked "Leland Litt lefield 1809/44" on such plan; thence approximately , S 17 1/2° W about 361.14 feet to another point marked by a iron '! pipe driven into the ground and to the "Cemetery" shown on such i; plan; such last mentioned point being coincident with the i\ Southeasterly end of tie course of "N 26° 34' 00" w 337. 00 •" ii -3- Page 82 of 188 BK 8 4 ~ 0 PG O8 l+ designated on such plan; thence by the ".Cemetery" on a course of S 72° 53' 30" W to the Josias River; thence upstream by said River in varying courses, i.e. generally Westerly, Northwesterly and then Northerly, to land of "Leland Littlefield, Alice J. Littlefield 1236/377"; thence by such last mentioned land on a course of N 80° 32' 30" E to the point of beginning. 3. In the event that either of the foregoing conditions is broken at any time, the premises hereby conveyed shall revert to the granter, if the granter is living or, if the granter is not living, to the grantor's heirs. There is a recognizable discrepancy in the deed and plan description of the Easterly boundary line of the property conveyed by the granter herein to James B. Russell and Joan Russell by hereinbefore referenced deed recorded in said Registry of Deeds, Book 2862, Page 323, and as shown of hereinbefore referenced plan recorded in said Registry of Deeds, Book of Plan 142, Page 21; the deed description of such boundary being "South twenty-one degrees, thirteen minutes, thirty seconds West ( S 21° 13' 30" W) one hundred eighty-four and ninety eight hundredths (184.98) feet", and the plan delineation of the same boundary being "South 21° 13' 30" West, 146.82 feet". The granter realizes that the plan is correct, and the deed description is in error in this respect and intends, insofar as possible hereby to correct the deed descriptioQ of such boundary to read "South 21° 13' 30" West, 146.82 feet". Further included in this property transfer is any and all title and interest that the granter may have in and to the tangible personal property located on the Ogunquit Playhouse premises and used in connection with the operation of the Ogunquit Playhouse. It is understood and agreed that the property taxes on the properties herein conveyed are to be prorated between the granter and the grantee as of the date of delivery of this deed. TO HAVE AND TO HOLD the hereinbefore described premises, together with all the privileges and appurtenances thereunto belonging to it, the said Ogunquit Playhouse Foundation, its -4- Page 83 of 188 BK 8 4 4 0 PG O8 5 successors and assigns, to its and their use and behoof forever. And I do covenant with the grantee, its successors and assignes, that the quit-claimed premises are free from all encumbrances made by me, except as aforesaid, and that I will WARRANT AND FOREVER DEFEND the premises to it, the grantee, its successors and assigns forever, against the lawful claims· and demands of all persons claiming by, through or under me. IN WITNESS WHEREOF, I, have hereunto set my hand and seal by my duly authorized attorney-in-fact, namely, HENRY J. WELLER, on this 17 I# day of September in the year of our Lord one I ! thousand nine hundred and ninety-seven. SIGNED, SEALED AND DELIVERED IN PRESENCE OF JOHN C. LANE By~~-~ HenryJ.Hr, his duly authorized attorney-in-fact, by durable general power of attorney dated December 6, 1994 and recorded in York County Registry of Deeds STATE OF MAINE) September I?, 1997 ) ss. COUNTY OF YORK) Personally appeared Henry J. Weller in his aforestated ::::c::: :: : : :~•ledged the foregoing inst~ent to b:f f(. ;'} Be~oree, . • ·; · '· : ·: _ t#~~ ,rt) Notary iic ·- • , :. • ; HOMER WATERHOUSE Nola,yPubic, Stat& of Maln9 My CommlSSion Explr-.,s January 1, 2003 - 5- L --- -- - · - ---------- Page 84 of 188 • i t ' BK 8 4 l+ 0 PG O8 6 E X H I B I T A (Specific Description in YCRD, Book 116~, Page 319) PARCEL 1 BEGINNING at an iron pin driven into the ground on the Easterly sideline of U. S. Hi ghway number one, or State Road, so-called, at the Northweste=ly corner of Land of Henry w. Weare, said iron pin being Two Hundred fifty-seven and seventy-five hudredths (257.75) feet Southerly as measured along said highway from the Southwesterly corner of land formerly of Wendell G. Philli ps now of the Granter, said en C 'i5 Phillip's corner being defined by a clump of beech trees 5 0 hundred twenty-four and five tenths (624.5) feet to the Josias C. 0 u River (if this description line were produced South we,s_terly·, ...0 a..0 across said Highway, it would strike the center of the Northerly one of the large e.:.m trees standing on the Westerly side of said Highway); thence in varying courses in a general Nor therly and then general We sterly direction upstream by said River to other land of the Granter herein and hereinafter designated as Parcel II being conveyed hereby to the Grantee herein; thenc e in a Southerl y and then Westerly direction by said other land of the Granter herein to said Highway at said c l ump of beech trees; thence in a general Southerly directi on by sai d Highway Two hundred fifty-seven and seventy-five hundredths (257 . 75) feet to ~he point of beginning. This conveyance is made upon the express condition that no part of the above described premises shall ever be used as a gasoline station or a place for the sale of any petroleum products. Exhi bit A, Page 1 Page 85 of 188 BK 84 40 PG O8 7 PARCEL II BEGINNING at a point on the Easterly sideline of said U. s . Highway number one, said point being the Northwesterly corner of land described in Parcel I herein and is marked by aforesaid clump of beech trees standing in the Easterly sideline of said Hi ghway and on the Southerly bank of a brook and is further marked by the end of an old fence; thence North Two degrees thirty-six minutes West (N 2° 36' W) by said Highway Eighty-four (84; feet to an iron pin driven into the ground and land now or formerly of Wendell G. Phillips; thence North Fifty-nine degrees Fifty-five minutes East (N 59° l,,_ 55' El by said land now or f ormerly of Phillips, and by a line of iron stakes driven into the ground, about Three hundred One and two tenths (301.2) feet to said Josias River; thence in varying courses in a general Southwesterly, then general Southerly, and then general southeasterly directi on downstream by said River to land described in Parcel I herein; thence by said Land described in Parcel I herein in a general Westerly direction to the point of beginning. The above mentioned bearings refer to the 1937 magnetic meridian. PARCEL III BEGINNING at an iron pin driven into the ground on the Southerly sideline of land of Moses Littlefield, said pin being Forty-nine and sixty-ni ne hundredths (49.69) feet Easterly, as measured along t he Southerly s i deline of said land of Moses Littlefield, from an iron pin driven into the ground at the Southeasterly corner of land formerly of Aaron Littlefield; thence South Thi rty-thr ee degrees Fifty minutes Wes t (S 33° 50' W) by land of , and to be retained by, the Grantor herein Four hundred f our and forty- eight hundredths (404.48) feet to an iron pin driven i nto the ground at land of 2 E:hibi t A, P~ge 2 - ------- Page 86 of 188 BK 8 fJ 4 0 PG O8 8 Dr. Smith or a cemetery or land of owner unknown; thence North Twenty-six degrees Twenty minutes West (N 26° 20' W) by said last mentioned land Twenty-seven and seven hundredths (27.07) feet to a spike driven into the root of an apple tree; thence South Seventy-three degrees Forty minutes West (S 73° 40' W) by a cemetery Three hundred twenty-six and eighty hundredths (326.80) feet to an iron pin driven into the ground at the top of the bank of said Josias River; thence same course to said River; thence in varying courses in a general Northwesterly, then general Westerly, and then general Northeasterly direction upstream by said River to land formerly of Aaron Littlefield; thence North Eighty degrees forty minutes East (N 80° 40' E) by said land formerly of Aaron Littlefield to an iron pin driven into the ground at the top of the bank of said River; thence same course by said land formerly of said Aaron Littlefield Six hundred fifty­ seven and thirty-five hundredth~(657.35) feet to an iron pin driven into the ground at the Southwesterly corner of land of said Moses Littlefield; thence South eighty-six degrees sixteen minutes East (S 86° 16' El by said land of Moses Littlefield Forty-~ine and s~xty-nine hundredths (49.69) feet to the point of beginning. The Grantor further grants to the Grantee herein, his heirs and assigns, the full and free right for him, his tenants, servants, visitors and licensees, at all times hereafter for all purposes connected with the use of the Grantee's premises, to pass and repass between the premises herein conveyed and Bourne's Lane, so-called, (as relocated in April 1949) over a right of way fifteen (15) feet in width extending from the Northeasterly corner of Parcel III in an Easterly direction to said land formerly of the Atlantic Shore Railway and then extending in a Northerly direction to said Bourne's Lane, the Northerly and Westerly boundary lines, 3 C:hibit "' Page 3 Page 87 of 188 BK 8 4 4 0 PG O8 9 respectively, of said two parts of said right of way are described as follows: BEGINNING at the iron p i n dri ven into the ground at the Northeasterly corner of Parcel III; thence South Eighty-six degrees Sixteen minutes East (S 86° 16' El by land of Moses Littlefield to an iron pin driven into the ground on the­ Westerly boundary line of land formerly of the Atlantic Shore Railway; thence in a general Northerly direction by the Westerly boundary line of sa~d land of said Railway to said Bourne's Lane. Subject to any right of way across Parcel III insofar as the same may be now in force and effect. The North Eighty degrees forty minutes East (N 80° 40' E) and South Seventy-three degrees forty minutes West (S 73° 4 0 ' W) bearingswere observed in 1950 and the others calculated from them. 4 E:h i bit A, Page 4 Page 88 of 188 PG090 E X H I B I T B (Specific Description in YCRD, Book 1365, Page 407 Beginning on the Southerly side line of land formerly of Moses Littlefield at a point marked by an iron pipe driven into the ground, said point of beginning being forty-nine and sixty-nine hundredths (49.69; feet Easterly, as measured along the Southerly side line of said land formerly of Moses Littlefield, from an iron pipe driven into the ground at the Southeasterly corner of land forinerly of Aaron Littlefield, and said point of beginning being the most Easterly corner of the lot of land designated "?arcel III" in deed from the granter herein to the grantee herein, dated November 6, 1950 and recorded in said Registry, Book 1166, Page 319; thence South thirty-three degrees fifty minutes West {S 33° 50' W) (1950) by land of the grantee herein a distance of four hundred four and forty-eight hudnredths (404.48) feet to a point marked by an iron pipe driven into the ground at land of Dr. Smith or a cemetery or land of owner unknown; thence South twenty-six degrees twenty minutes East (S 26° 20' El (1950) by said last mentioned land a distance of nineteen and thirteen hundredths (19.13) feet to a point marked by an iron pipe driven into the ground; thence in a general Easterly direction, by a line making an included angle of ninety-four degrees fifty-six minutes (94° 56') with the last described line and by said land of Smi~h or owner unknown, a distance of three hundred thirty-one and seventy hundredths (331.70) feet to a poj nt marked by an iron pipe driven into the ground and to the most Southerly corner of the land conveyed by the granter herein to Marion C. Horne by deed, dated May 29, 1957, and recorded in said Registry, Book 1348, Page 501; thence in a Northwesterly d~recton, by a line making an included a~gle of seventy-eight degrees ten minutes (78° 10') wi th the last descri bed line and by said land of Horne, a distance of Exhibit B, Page 1 Page 89 of 188 BK 8 4 4 0 PG O9 I I j· seventy-four and eighty-six hundredths (74.86) feet to a point ! marked by an iron pipe driven into the ground; thence in a Northeasterly direction, by a line making an excluded angle of one hundred twenty degrees forty-six minutes (120° 46') with the last described line and by said land of Horne, a distance of forty-three and twenty-two hundredths (43.22) feet to a point marked by an iron pipe driven into the ground and to the most Westerly corner of the land conveyed by the granter herein to Andrew C. Clark, et al, by deed, dated May 29, 1957, and recorded in said Registry, Book 1348, Page 504; thence in a general Northerly direction, by a line making an included angle of one hundred sixty degrees fifty-three minutes (160° 53') with the last described line and by said land of Clark, et al, a distance of fifty-nine and thirty hundredths .(59.30) feet to a point marked by an iron pipe driven into the ground; thence in a general Easterly direction, by a line making an excluded angle of ninety-five degrees twenty-five minutes (95° 25') with the last described line and by said land of Clark, et al, a distance of sixty-nine and seventy-seven hundredths (69.77) feet to a point marked by an iron pipe driven into the ground and to the Northwesterly corner of the land conveyed to , Arline A. North by Helen Wes~ Drinker by deed, dated October 28, 1949, and recorded in said Registry, Book 1144, Page 424; thence in a general Northerly or Northeasterly direction, by land of the granter herein and by land of Morris and by a regular curve deflec~±ng to ~he right having a radius of one thousand one hundred five and twenty-six hundredths (1,105.26) feet, a chord distance of eighty-four and fifty-three hundredths (84.53) feet to a point marked by an iron pipe dri ven into the ground and to the Southeasterly co·rner of the land conveyed by the grantor herein to Thelma Rowland by deed, Exhibit.B, Page 2 Page 90 of 188 BK 8 44 0 PG O9 2 dated October 10, 1957; thence in a general Westerly direction by said land of Rowland a distance of thirteen and thirty-one hundredths (13.31) feet to a point marked by an iron pipe driven into the ground; thence in a general Northerly direction, by a line making an excluded angle of eighty-six degrees thirty minutes (86° 30') with the last described lirie and by said land of Rowland, a distance of foity-nine and ninety-two hundredths (49.92) feet to a point marked by an iron pipe driven into the ground; thence in a general Easterly direction, by a line making an excluded angle of ninety-three degrees thirty minutes (93° 30') with the last described line and by said land of Rowland, a distance of about ten (10) feet to land now or formerly of t i ttlefield; thence in a North­ easterly direction by said land now or formerly of Littlefield a distance of forty-nine (49) feet, more or less, to Bourne's Lane; thence in a Northwesterly direction by Bourne's Lane a di stance of forty-nine and fifty hundredths (49.50) feet to land formerly of Moses Littlefield; thence in a Southwesterly direction by said land formerly of Moses Littlefield a I . distance of sixty-seven and sixty hundredths (67.60) feet to a I point marked by an iron pipe driven into the ground; thence in a general Westerly direction, by a line making an excluded angle of one hundred ten degrees forty-five minutes (110° 45') with the last descri bed line and by said land formerly of Moses Littlefield, a distance of one hundred sixty-five and sixty-one hundredths (165.61 ) feet to the point of beginning. Also conveyed herein is all the right, title, and interest, however acquired, that the granter herein may have in and to the lot or parcel of land situated in Ogunquit Village in said Wells, being bounded as follows, viz: on the East by the King's Highway, on the South by the lot of land on said plan bearing the designation "North", on the West by the E~hibit B, Page 3 ------ ------- • - • ·- ------- - ------ Page 91 of 188 BK 81+ I+ 0 PG O9 3 I I I . premises hereinbefore described, and on the North by the lot of land on said plan bearing the designation "Morris". The above described properties are hereby conveyed to the grantee herein together with the grant of any and all rights and easements appurtenant to said properties, or any part thereof, and subject to such rights of way and easements on, over, or across said properties as now may have any legal existence. The conveyance of the properties granted by this deed are specifically subject to the right of way and utility easements therein, granted May 29, 1957 by the granter herein by virtue of her two deeds, one to Marion C. Ho:tne, recorded in said Registr y, Book 1348, Page 50l , and the other to Andrew c. Clark, et al, recorded in sai d Registry, Book 1348, Page 504; such right of way and utility easements so granted, being a right of way, on, over, or across the "20' Reserved Way" delineated on said Plan and "the privilege of construction and mai ntenance of appropri ate ut ility easements in common with others or otherwise on, under and over said Reserved Way". Said Reserved Way is twenty (20) feet in width running over a s t rip of land of the same width, the s pecific description of the Easterly boundary line of said Reserved Way and said strip of land bei ng as follows, vi~: Beginning at a point marked by an iron pipe driven into the ground at the most Westerly corner of the lot of land on said Plan bearing the designation "to be sold t o Horne"; thence from said point of begi nning i n a Northeasterly direction by said lot of land bearing the designation "to be sold to Horne" a distance of forty-three and twenty-two hundredths (43 . 22) feet to a point marked by an iron pipe driven into the ground and to the Southwester ly corner of the lot of land on said Plan bearing the designation "to be sold to Clark, et al"; thence in a general Northerly direction by said lot of land bearing the designation "t o be Exh i b i t B, Page 4 Page 92 of 188II '! I • ; sold to Clark, et al" a distance of fity-nine and thirty hundredths (59.30) feet to a point marked by an iron pipe driven into the ground; thence on the same course a distance of seventy and eighteen hundredths (70.18) feet to a point marked by an iron pipe driven into the ground; thence in a Northeasterly direction and deflecting to the right by an angle of twenty-nine degrees twenty-seven minutes (29° 27') a distance of fifty-eight and f orty-four hundredths (58.44) feet to a point marked by an iron pipe driven into the ground; thence in a general Northerly direction and deflecting t o the left by an angle of twenty-one degrees fifty-eight minutes (21° 58') a distance of seventy-one and sixty-five hundredths (71.65) feet, more or less, to the Southwesterly side of Bourne's Lane. Exhi bit B, Page 5 Page 93 of 188 BK84t.0 PG095 E X H I B I T C (Specific Description in YC~D, Book 1262, Page 124) Beginning on the Easterly side of said United States Highway number one at an iron pipe driven into the ground at the Northwesterly corner of land of one Perkins,said point of beginning being North seventy-~wo degrees fifty minute East (N 72° 50' E) ninety-two and sixteen hundredths (92.16) feet from the corner post at the Northeasterly corner of the steel fence surrounding the Central Maine Power Company's Sub-station lot standing on the Westerly side of said Highway and said point of beginning also being North one degree four minutes East (N 1° 04' E) one hundred three and eighty-eight hundredths (103.88) feet from the underpinning at ~he Northwesterly corner of the house now owned by said Perkins; thence from said point of i beginning South eighty-one deg~ees twenty-one minutes East (S 81° 21 ' EJ by said land of Per~ins ninety-four (94) feet to an iron pipe driven into the grou.,d; thence North eighty-eight degrees ten minutes East (N 88° 10' E) by said land of Perkins ni nety and five hundredths (90.05) feet to an iron pipe driven into the ground; thence the sane course by said land of Perkins forty-four and thirty-six hund=edths (44.36) feet to an iron pipe driven into the ground and to other land of the grantee herein, known as the Ogunquit Playhouse property; thence North sixty degrees East (N 60°E) by said other land of the grantee I,· herein twenty-two and forty hundredths (22.40) feet to a solid iron driven into the ground on the bank of the Josias River; thence the same course to sai d River; thence · l:\pstream by said River in a general Northerly and then Westerly direction to said Highway; thence South five deg=ees forty-four minutes West ( S 5° 44' WJ by said Highway to the point of beginni ng. The North eighty-eight degrees ten minutes East (N 88° 10' El bearing was observed in 1954 and the others calculated from ':it. Exhibit C, Page 1 Page 94 of 188 BK 81+ lJ O PG O9 6 I . I E X H I B I T D I (Specific Description in YCRD, Book 1288, Page 187) BEGINNING on the easterly side of said United States Highway, Route Number One, at an iron pipe driven into the ground at land formerly of Maud Hartwig, now of the Grantee, thence running easterly by anc along land of the Grantee, one hundred forty-seven (147) feet, more or less, to other land of the Granter and hereby conveyed, being the third parcel of land hereinafter described; thence turning and runni ng northerly by and along land formerly of Wendell G. Phillips, now land of the Granter, being the third parcel of land hereinafter described and hereby conveyed, forty-three (43) feet, more or less, to other land of the Granter, being the second parcel of land hereinafter described and hereby conveyed; thence turning and running westerly by and along the southerly side line of other land of the Granter, being the second parcel hereinafter descri bed and hereby conveyed, ninety-four (94) feet, more or less, to the easterly side line of said United StatesHighway, Route Number One; thence turning and running southerly by and along the easterly side line cf said Highway, one hundred twenty-five (125) feet to lane of the Grantee and the poin".: of beginning. Also another certain lot or parcel of land situated in said Ogunquit and lying on the easterly side of said Highway and being adjacent to the land first above described and northerly thereof, and bounded and described as follows, wit: BEGINNING on the easterly side line of said Highway at the northwesterly corner of the parcel of land first above described and hereby conveyed; thence n;;nning northerly by and along the easterly s i de line of said Hi ghway, twenty- five (25) feet to an iron pipe driven into the ground at other land of the Grantee, E~hibit D, Page l Page 95 of 188 thence turning and runinng easterly by and along other land of the Grantee on a line parallel with and twenty-five (25) feet distant from the northerly side line of the premises first above described, ninety-four (94) feet to land formerly of Wendell G. Phillips, now other land of the Granter and being the third parcel of land hereinafter described and hereby conveyed; thence turning and running southerly by and along other land of the Granter, being the third parcel of land hereinafter described and hereby conveyed, twenty-five (25) feet, more or less, to the northeasterly corner of the land first above described and hereby conveyed;thence turning and running westerly by and along the northerly side line of the land first above described and hereby conveyed, ninety-four (94) feet to Highway and the point of beginning. The first and second parcel of land above described being conveyed subject to any existing pole line easement. Particular reference being had to easement running from Gladys L. Ware, predecessor in title, to Central Maine Power Company by Deed of Easement dated July 7, 1947 and recorded in the York County R~gistry of Deeds, Book 1093, Page 38. Also another certain lot or parcel of land situated in Ogunquit Village, in the Town of Wells, County of York and State I of Maine and lying on the easterly side of said United States Highway, Route Number One, but not adjacent thereto and bounded and described as follows: to wit: BEGINNING at the northeasterly corner of the land last above described at an iron pipe driven into the ground; thence running in a general southeasterly course to take in a large clump of Oak trees and by and along land formerly of Wendell G. Phillips, now land of the Grantee to the Josias River, so- i called; thence turning and running southerly along said Josias i! River in its several courses to other land of the Grantee; i,i. i; l! !\ Exhibit D, Page 2 ii !~ Page 96 of 188 BK 8 4 4 0 PG O9 8 thence running northwesterly by and along land of the Grantee to the southeasterly corner of the parcel first above described and hereby conveyed; thence turning and running northeasterly by and along the southeasterly side line of the first and second parcels of land first above described and hereby conveyed, sixty-eight (68) feet, more or less, to the point of beginning. Meaning and intending to convey and hereby conveying by this instrument all the land the Granter owns in said Ogunquit Village lying on the easterly side of said United States Highway, Route Number One and lying southerly of the following described line, to wit: BEGINNING on the Easterly side of said United States Highway, Route Number One, at an iron pipe driven in the ground and located North seventy-two degrees fifty mi nutes East (N 72° 50' E) ninety-two and sixteen hundredths (92.16) feet from the corner post at the Northeasterly corner of the steel fence surrounding the Central Maine Power Compny's Sub stat ion lot standing on the Westerly side of said Highway; thence from said point of beginning South eighty-one degrees twenty-one minutes East (S 81° 21' E) ninety-four (94) feet to an iron pipe driven into the ground; thence North eighty-eight degrees t en minutes East (N 88° 10' E) ninety and five hundredths (90.05) feet to an iron pipe driven into the ground and thence North sixty degrees East (N 60° E) twenty-two and forty hundredths (22.40) feet to a solid iron driven into the ground on the Westerly bank of Josias River; thence the same course to said River. ~~hibit D, Page 3 Page 97 of 188 BK 8 if 4 0 PG O9 9 E X H I B I T E (Specific Description in YCRD, Book 1291, Page 291) BEGINNING on the easterly side of said United States Highway, Route Number One at an iron pipe driven into the ground in the apparent easterly side line of said Highway, said point of beginning being located by measuring North five degrees, ! forty minutes East (N 5° 40' E) by and along the easterly side line of said Highway, a distance of One Hundred Fifty (150) feet from another iron pipe driven into the ground marking t~e northwesterly corner of land of the Grantees herein this day conveyed to the Granter herein which is located ninety-two and sixteen hundredths (92.16) feet distant and North seventy-two degrees, fifty minutes East (N 72° 50' E) from the corner post at the Northeasterly corner of the steel fence surrounding the Central Maine Power Company's Sub station standing on the Westerly side of said Highway; thence from said point of beginning running South seventy-nine degrees, thirty-five minutes and thirty seconds East (S 79° 35' 30n E) by and along remaining land of the Granter on a line which passes thirty-six and twenty-five hundredths (36.25) feet southerly from the southerly corner of the house and four (4) feet southerly from ;i the southerly corner of the barn, both of which buildings are i: located on land herein described and hereby conveyed, two hundred fifty (250) feet, more or less, to an iron pipe driven j: H into the ground on the westerly bank of Josias River, so-called; Ii! thence the same course to said River; thence upstream by said I11 River in a general Northerly and then Westerly direction to said \i Highway; thence South five degrees, forty-four minutes West (S 5° 44' W) by and along the Easterly side line of said Highway to the point of beginning. The above described premises being a part only of the same premises Grace M. Phillips conveyed to the Granter by Warranty Exhibit E, Page 1 Page 98 of 188 BK 8 4 r. 0 PG I O0 Deed dated June 30, 1954 and recorded in the York County Registry Book 1262, Page 124, ~he Grantor herein reserving from the original grant described in said deed a parcel of land one hundred fifty (150) feet on said United States Highway and one hundred ten (110) feet, more o= less, on said Josias River and i I lying southerly of and adjacen~ to the southerly boundary line :·· I of the land herein described and hereby conveyed and running I from said Highway to said Josias River. Exhibit E, Page 2 Page 99 of 188 BK 8 4 4 0 PG I OI E X H I B I T F (Specific Description in YCRD, Book 2862, Page 323) BEGINING on the Westerly side of a twenty (20) foot wide right of way delineated on the aforesaid Lane Plan as "20' Wide R.O.W.", which leads from Bournes Lane in a Southerly direction over other land of the grantor and along land of Barn Gallery Associates, Inc., at a point marked by an iron pipe driven into the ground, said point being the Southeasterly corner of land­ now or formerly of Richard Littlefield and lying South twenty­ four degrees, seven minutes, zero seconds West (S 24° 07' 00" W) a distance of sixty-seven and fifty-eight hundredths (67.58) feet from the Northeasterly ccrner of land now or formerly of said Richard Littlefield marked by an iron pipe driven int o the ground on the Southerly sideline of Bournes Lane; thence from said point of beginning by said twenty (20) foot wi de right of way on a course of South forty-six degrees, ten minutes, zero l seconds West (S 46° 10' 00" W) a distance of fifty-one and twenty-one hundredths (51.21) feet to an angle point marked by an iron pipe driven into the grourid and other land of the granter herein; thence by said other land of the grantor herein successive courses and distances as follows: North eighty-five degrees, fourteen minutes, thirty seconds West (N 85° 14' 30" W) forty-three and nine hundredths (43 . 09) feet to an angle point marked by an iron pipe driven into the ground, South twent y-one degrees, thirteen minutes, thirty seconds West (S 21° 13' 30" W) one hundred eighty-four and ninety-eight hundredths (184.98) feet- to an angle point marked by an iron pipe driven into the ground, South ten degrees, six minutes, thirty seconds West , (S 10° 06' 30" W) one hundred thirty-two and seventy-three ;hundredths (132.73) feet to an angle point marked by an iron ;:-, pipe driven into the ground and land now or formerly of LaRoche :\ Realty, Inc., presently a condominium complex known as fi 11"Meadowlark"; thence by said land of LaRoche Realty, Inc. on a .ii, :1 il ij Ii !j /! exhibit F, Page 1 II n Page 100 of 188 BK8440 PG f 02 course of South seventy-eight degrees, thirty-five minutes, thirty seconds West (S 78° 35' 30" W) a distance of two hundred thirty and ninety-seven hundredths (230.97) feet to a point marked by an iron pipe driven into the ground and land belonging to the "Old Cemeteryr., so-called, or owners unknown; said last mentioned point being at the top of the bank on the Southerly side of a gully and lying forty-six and four tenths (46.4) feet from the Northerly corner and forty-five (45) feet from the Westerly corner of the foundation of condominium unit Number 36 standing on said land now or formerly of LaRoche Realty, Inc.;. thence by said land of the Ola Cemetery or owners unknown successive courses and distances as follows: North seventeen degrees, thirty-two minutes, thirty seconds West (N 17° 32' 30" W) focty-six and twenty hundredths (46.20) feet to an angle point marked by a nail in the root of an old apple tree, South seventy-two degrees, fifty-three minutes, thirty seconds West (S 72° 53 ' 30" W) four and eight tenths (4.8) feet to a point marked by an iron pipe driven into the ground, South seventy-two degrees, fifty-three minutes, thirty seconds West (S 72° 53' 30" W) forty-two and two tenths (42.2) feet to an angle point marked by an iron pipe driven into the ground and other land of the granter herein; thence by said other land of the granter herein on a course of North one degree, eleven minutes, zero seconds West (N 01° 11' 00" W) a distance of two hundred eighty-eight and one tenth (288 . 1) feet to a point marked by an iron pipe driven into the ground and land now or formerly of Gordon Littlefield; thence by said land now or formerly of Gordon Littlefield and land now or formerly of Margaret Littlefield on a course of North eighty degrees, thirty-two minutes, thirty seconds East (N 80° 32' 30" El a distance of two hundred thirty­ six (236;00) feet to an angle point marked by an iron pipe driven into the ground; thence by said land now or formerly of Margaret Littlefield and said land now or formerly of Richard r.xhibit F, Page 2 Page 101 of 188 BK 8 C. t. 0 PG I O3 Littlefield on a course of South eighty-six degrees, forty~nine minutes, thirty seconds East (S 86° 49' 30" E) a distance of one hundred forty-eight and ninety hundredths (148.90) feet to a point marked by an iron pipe driven into the ground; thence continuing by said land now or formerly of Richard Littlefield on a course of South eighty-six degrees, forty-nine minutes, thirty seconds East (S 86° 49' 30" E) a distance of sixty-six and seventeen hundredths (66.17) feet to the point of beginning. Benefits and burdens - the property hereinbefore described is hereby conveyed: (1) subject to such utility service and other easements on, over, under or across said property as may now have any legal existence; (2) with the benefit of appurtenant utility service easements and all appurtenant rights of way including a right of way in common with others over aforementioned "20' wide R.o.w·." and the privilege of construction and maintenance cf appropriate utility service facilities in common with others or otherwise within the limits of said way; (3) with the right to use, repair, replace and I maintain, in common with others, such elecric and telephone service lines, water service lines, and sewer facilities as may now exist and service said property; (4) subject to a right of I way reserved to the granter herein, his heirs and assigns forever, over land to be conveyed, to wit: a right of way twenty-five (25) feet in width extending from aforementioned "20' wide R.O.W." in a general Westerly direction to remaining land of the granter designateq as Lot 3 on the Lane Plan, the .! centerline of said twenty-five (25) foot right of way to be the cepterline of the hard-surfaced road as the same presently exists over and along the "Driveway" as shown on said plan, the usage of said reserved right of way to be in common with the grantees herein, to be for all purposes connected with the occupancy of the grantor's remaining property in said Ogunquit, and to include the privilege of construction and maintenance of Exhibit F, Page 3 Page 102 of 188 BKBf+f+O PG I Of+ appropriate utility service facilities, in common with others or otherwise, within the limits of said reserved way; (5) subject to the obligation of the grantees to maintain and keep in repair the fence, gate and gate posts lying within the bounds of said reserved twenty-five (25) foot right of way; and (6) subject to and with the benefit of applicable town, state and federal zoning and land use ordinances and regulations. Title references - with respect to sources of title to the hereinbefore described property reference may be had to the following deeds recorded in the York County Registry of Deeds, to wit: (1) Book 1166, Page 319, deed given by Maude Hartwig to John C. Lane, dated November 6, 1950; (2) Book 1365, page 407, deed given by Maude M. Hartwig to John c. Lane, dat~a · October 10, 1957; and (3) Book 1637, Page 405, deed given by Helen M. Lane to John C. Lane. dated January 28, 1965. Plan reference the plan hereinabove referred to as the Lane Plan is the plan which i s formally entitled "Survey for John C. Lane, S' ly of Bournes Lane, Ogunquit, Maine" drawn by George M. Chrisenton and Vess E. Irvine, Land Surveyors, under date of December 1, 1980 and lodged in the offices of the surveyors. Unless the context indicates otherwise, the specific courses and distances used in the foregoing description are the specific courses and distances given on the aforementioned plan and the roads, way, lanes, rights of way, iron pipes and other monuments are the roads, ways, lanes, rights of way, iron pipes and other monuments referred to on the aforementioned plan. The two rights of way hereinbefore described as benefitting and burdening subject premises are also shown on another plan entitled "Survey for John C. Lane, S'ly of Bournes Lane, Ogunquit, Maine" drawn by George M. Chrisenton under date of October 25, 1979 and duly recorded in the York County Registry of Deeds, Plan Book 103, Page 26. Page 103 of 188 BK 81+ lJ O PG I O5 E X H I B I T G (Specific Descripion in YCRD, Book 1423, Page 349) Certain lots or parcels cf land with any improvements thereon situated in that part of said Wells known as Ogunquit Village and being within a land area lying generally Westerly of the King's Highway, generally Southerly of Bourne's Lane, and generally Easterly of the so-called Ogunquit Playhouse property acquired by the granter herein by deed recorded in York County Registry of Deeds, Book 1166, Page 319; said certain lots or parcels of land being portions of the property shown upon "Plan Showing a Porti on of the Property of Maude M. Hartwig, Ogunqui t, Wells, Maine", drawn by Libby & Dow, Eng'rs, Saco, Maine, under date of May 15, 1957, recorded in said Registry of Deeds, Book of Plans 27, Page 15, to which plan and the lot, reserved way, I and other designations thereon reference is herein had; the specific and several descriptions of said certain lots or parcels of land bei ng as f ollows, vi z: Parcel 1 Beginning on the Easterly side of a "20' Reserved Way" deli neated on said Plan at a point marked by an iron pipe driven into t he ground at the Nort hwest erly corner of the lot of land conveyed by Maude M. Hartwig to Andrew C. Clark, et al, by deed of warranty, dated May 29, 1957, and recorded in said Registry of Deeds , Book 1348, Page 504; t hence from said point of beginning in a general Easterly direction, by a l i ne making an included angle of eighty-four degrees thirty- five minutes (84 ° 35') wi th the las t cours e descr ibed in this paragraph or wit h the Eas terly boundary line of s aid Reserved Way and by said ·land so conveyed to Clark, et al, a distance of s i xty-nine and sevent y-seven hundredths (69.77) feet to a point marked by an iron pipe driven into the ground and to the Northwesterly corner of the land conveyed to Arline A. North by Helen West Drinker by deed of warranty, dated October 28, 1949, and recorded in s aid Exhi bit G, Page 1 .-~ ..:.- . Page 104 of 188 BK84f+ 0 PG I 06 Registry of -~ceds, Book 1144, Page 424; thence in a general Northerly or Northeasterly direction, by "Parcel III" being conveyed by this deed from the grantor herein to the grantee herein and by land on said plan bearing the designation "Morris" and by a regular curve deflecting to the right having a radius of one thousand one hundred f'ive and twenty-six hundredths '1 (1,105.26) feet, a chord distance of eighty-four and fifty-three i hundredths (84.53) feet to a point marked by an iron pipe driven into the ground and to the Southeasterly corner of the land conveyed by Maude M. Hartwig to Thelma Rowland by deed of warranty, dated October 10, 1957, and recorded in said Registry of Deeds, Book 1365, Page 467; thence in a general Westerly direction by said land so conveyed to Rowland a distance of thirteen and thirty-one hundredths (13.31) feet to a point marked by an iron pipe driven into the ground; thence in a general Northerly direction, by a line making an excluded angle of eighty-six degrees thirty rrcinutes (86° 30') with the last described line and by said land so conveyed to Rowland, a distance of forty-nine and ninety-two hundredths (49.92) feet to a point marked by an iron pipe driven into the ground and to other land of the grantor herein; thence in a general Westerly direction, by a line making an included angle of eighty-six degrees thirty minutes (86° 30') with the last described line and by land of the grantor herein, a distance of twenty-one and thirty-five hundredths (21.35) feet to the Easterly boundary line of said Reserved Way; thence in a general Southerly direction, by a line making an included angle of about one hundred ten degrees forty-five minutes (110° 45') with the last described line and by said Reserved Way, a distance of eleven _and thirty-three hundredths (11.33) feet to a point marked by an iron pipe driven into the ground; thence in a Southwesterly direction, by a line making an excluded angle of one hundred :fifty-eight degrees two minutes (158° 02') with the last Exhibit G, Page 2 Page 105 of 188 BK 8 if 4 0 PG I O1 described line and by said Reserved Way, a distance of fifty­ eight and forty-four hundredths (58.44) feet to a point marked by an iron pipe driven into the ground; thence in a general Southerly direction, by a line making an included angle of one hundred fifty degrees thirty-three minutes (150° 33') with the last described line and by said Reserved Way, a distance of seventy and eighteen hundredths (70.18) feet to the point of beginning. Parcel II Beginning on the Westerly side of said Reserved Way at a point marked by an iron pipe driven into the ground in the prolongation of the Southerly boundary line of "Parcel I" hereinbefore described if produced in a Westerly direction; thence from said point of beginning i n the continuance of said prolongation and in a general Westerly direction, by a line making an included angle of ninety-five degrees twenty-five minutes (95° 25') with the last course descri b ed in this deed or with the Westerly boundary line of sai d Reserved Way and by other land of the granter herein, a distance of nineteen and thi rty-seven hundredths (19.37) feet to a point marked by an iron pipe driven into the ground and to other land of the granter herein; t hence in a general Northerly direction, by a line making an included angle of eighty-five degrees (85°) with the last described line and by other land of the granter herein, a distance of eighty-one and fifty-two hundredths (81.52) feet to a point marked by an iron pipe driven into the ground and to other land of the granter herein; thence in a general Easterly direction, by a line making an included angle of one hundred one degrees forty minutes (101° 40') with the last described line and by other land of t he gr antor herein, a distance of twenty- • four and seventy-two hundredths (24.72) feet to a point marked by an iron pipe driven into the ground and to the Westerly \ boundar y l i ne of said Reserved Way; thence in a Southwesterly i\ direction, by a line making an included angle of forty-eight Exhibit G, Page 3 Page 106 of 188 BK 81+ 4 0 PG I O8 degrees twenty-eight minutes (48° 28') with the last described line and by said Reserved Way, a distance of eight and sixty-six hundredths (8.66) feet to a point marked by an iron pipe driven into the ground and to an angle; thence in a general Southerly direction, by a line making an excluded angle of one hundred fifty degrees thirty-three minutes (150° 33') with the last described line and by said Reserved Way, a distance of seventy­ seven and thirty-three hundredths (77.33) feet to the point of beginning. Parcel III All the title and interest , however acquired, that the granter herein may have in and to a certain strip of land lying Easterly of said nParcel I" and being described as follows: Beginning on the Westerly side of the King's Highway at a point marked by an iron pipe driven into the ground at the Southeasterly corner of land on said Plan bearing the designation "Morris"; thence in a general Wes terly direction, by a line making an included angle of ninety degrees ten minutes (90° 10') with the last course described in this paragraph or with the Westerly boundary line 0f King's Highway and by said land bearing the designation "Morris", a distance of seventy­ five and eighty hundredths (75.80) feet to a point marked by an iron pipe driven into the ground in the Easterly boundary line of said "Parcel I"; thence in a general Southerly direction, by a line making an included angle of one hundred eleven degrees seven minutes (111° 07') with the last described line and by said "Parcel I", a distance of twenty-three and sixteen -hundredths (23.16) feet to a point marked by an iron pipe driven • into the ground and to the Northwesterly corner of said land • conveyed to North by Drinker by deed recorded in said Registry '· of Deeds, Book 1144, Page 424; thence in a general Easterly ! direction by said land of North a distance of eighty-four and : twenty hundredths (84.20) feet to a point marked by an iron pipe Exhibit G, Page 4 ·....C..... - ------- -,------- Page 107 of 188 BK 8 l+ if O PG I O9 driven into the ground and to said Highway; thence in a general Northerly direction, by a line making an included angle of ninety degrees forty-six minutes (90° 46') with the last described line and by said Highway, a distance of nineteen and fifty hundredths (19.50) feet to the point of beginning. The above described properties are hereby conveyed to the grantee herein together with the grant of any and all rights and 1 easements appurtenant to said properties, or any part thereof, and subject to such rights cf way and easements on, over or across said properties as may now have any legal existence. Aforesaid rights and easements appurtenant to said properties shall specifically include a right of way in common with others over said ff20' Reserved Way" and the privilege of construction and maintenance cf appropriate utili ty easements in common with ot hers or otherwise on, under and over said Reseved Way. Said Reserved Way is twenty (20) feet in width running over a strip of land of the same width, the specific description of the Easterly boundary line of said Reserved Way and said strip of land being as follows, vii: Beginning at a point marked by an iron pipe driven into the ground at the most Westerly corner of the lot of land on said Plan bearing the designation ffto be sold to Horneff; thence from said point of beginning in a Northeasterly direction by said lot of land bearing the designation ffto be sold to Horneff a distance of forty-three and twenty-two hundredths (43.22) feet to a point .: marked by an iron pipe driven into the ground and to the ;: Southwesterly corner of the lot of land on said Plan bearing the ,; designation ffto be sold to Clark, et alff; thence in a general ,' Northerly direction by said lot of land bearing the designation :, :: ffto be sold to Clark, et alff a distance of fifty-nine and t hirty I !; hundredths (59.30) feet to a point marked by an iron pipe driven i\ into the ground and to said beginning point of ffParcel Iff !l hereinbefore described; thence on the same course a distance of 11ii !i iHi Exhibit G, Page 5 !i Page 108 of 188 BK81J!J0 PG 110 seventy and eighteen hundredths (70.18) feet to a point marked by an iron pipe driven into the ground; thence in a North- easterly direction and deflecting to the right by an angle of twenty-nine degrees twenty-seven minutes (29° 27') a distance of fifty-eight and forty-four hundredths (58.44) feet to a point marked by an iron pipe driven into the ground; thence in a general Northerly direction and deflecting to the left by an angle of twenty-one degrees fifty-eight minutes (21° 58') a distance of seventy-one and sixty-five hundredths (71.65) feet, more or less, to the Southwesterly side of Bourne's Lane. Said Reserved Way adjoins in part said "Parcel I" and said "Parcel II". The angles and distances given in the descriptions of said "Parcel I" and said Reserved Way in this deed are taken from aforesaid plan. With respect to sources of title of the grantor, reference may be had to the following deed, viz: deed of warranty from Maude M. Hartwig to John C. Lane, dated October 10, 1957, and recorded in said Registry of Deeds, Book 1365, Page 407. This grant is further subject to the following conditions and restrictions, to wit: That the grantee, its successors and assigns, shall hold, use, occupy and enjoy the above described premises solely for the purpose of establishing, maintaining and carrying on an art gallery to be operated without profit for the public exhibition of objects of art, for public lectures, and for allied cultural activities to encourage public appreciation of the fine arts. The use of the above described premises for any purpose other than the purpose hereinbefore set forth shall be deemed to violate aforesaid conditions and restrictions and the Ogunquit Village Corporation, or any citizen thereof, may at any time present a petition to a proper Court to have a determination made by the Court whether or not aforesaid conditions and restrictions have in fact been violated. Upon a Exhibit G, Page 6 Page 109 of 188 BK 8 4 4 0 PG I I I finding by the court that the said conditions and restrictions have been violated, title to said parcels of land shall vest immediately in fee simple absolute in the Ogunquit Village Corporation, and its successors. In the event that the grantee, its successors and assigns, shall faithfully adhere to and respect the purposes, conditions, and restrictions set forth in the preceding paragraph for the period of thirty years next following the execution of this instrument, the said purposes, conditions and restrictions shall from that date forward be deemed of no binding force or effect and the said grantee, its successors and assigns, shall from that date forward hold title to the above described parcels of land in fee simple absolute. Exhibit G, Page 7 Page 110 of 188 BK 8 IJ lJ O PG I I 2 EXHIBIT H (Specific Description in YCRD, Book 3683, Page 63) A certain lot or parcel of land situated in Ogunquit, and being within a land area lying generally westerly of the King's Highway, generally southerly of Bourne's Lane, and generally easterly of the so-called Ogunquit Playhouse pro9erty acquired by the Granter herein by deed recorded in York County Registry of Deeds, Book 1166, Page 319; said certain lot or parcel of land being a portion of the property shown upon "Plan Showing a Portion of the Property of Maude M. Hartwig, Ogunquit, Wells, Maine" drawn by Libby & Dow, Eng'rs, Saco, Maine, under date of May 15, 1957, recorded in said Registry of Deeds, Book of Plans 27, page 15, to which plan reference is herein made and also to plan by Chrisenton and Irvine for the Granter dated 3 August 1985 and more particularly described as follows, to wit: Beginning at the northernmost corner of the parcel herein conveyed, and being Parcel Bon said 1985 plan, at an iron pipe; and running thence South 34° 10' 30" East 20.27 feet across a right of way to an iron pipe at land of the Grantee; thence running by land of the Grantee and land of Eichelroth South 16° 37' 30" West 129.27 feet to an iron pipe at land now or formerly of Lane; thence running South ·34° 42' 30" West _43.35 feet to an iron pipe; thence running North 23° -40' 30": West 23.65. feet to an iron pipe; thence running North 57° 45' 30" West 35.21 , feet to an iron pipe in the ground; thence running by and along land of Russells, North 21° 13' 30" East 148.90- feet to an iron pipe at the northwesterly corner of the parcel herein conveyed; thence running South 85° 14' 30" East 35. 79 feet to the iron pipe at the point of beginning. The f oregoing described premises are conveyed subject to a right of way in common with others, said Exhibit H, Page 1 Page 111 of 188right of way being 20 feet wide along the easterly boundary of the premises herein conveyed and shown on the aforesaid 1985 plan. The foregoing description encompasses a small portion of land heretofore conveyed to the Grantee. Meaning and intending to convey and hereby conveying a portion only of the premises conveyed to the Grantor herein by Maude M. Hartwig by deed dated October 10, 1957 and recorded in the York County Registry of Deeds in Book 1365, Page 407. Exhibit H, Page 2 Page 112 of 188___________________________ _:____ ...::...___ ....:,__...:__:__:..___:_----,_,., BK8440 PG 11 li EXHIBIT I (Specific Description in YCRD, Book 3658, Page 158) A certain lot or parcel of land situated in said Ogunquit, ' lying southerly of, but not adjacent to, Bournes Lane, bounded • and described as follows: Beginning at an iron pipe set in the ground in the _northwesterly corner of the lot or parcel herein conveyed, at a point in the easterly sideline of other land of the Grantees herein, which point of beginning also lies at or near the southerly sideline of a certain 25 foot right of way giving access to other land of the Grantor herein; running thence from said point of beginning by and along other land of the Grantees herein and a palisade fence, South 21° 13' 30" West 146.82 feet to an iron pipe set in the ground; running thence by said other land of the Grantees herein and said fence South 10° 06' 30" West 132.73 feet to an iron pipe set in the ground at land now or formerly of LaRoche Realty Corporation; running thence by and along said land now or formerly of LaRoche Realty Corporation North 78° 35' 30" East passing through two iron pipes set in said boundary line to a third iron pipe a distance of 99.98 feet to a point at land now or formerly of Samuel R. and Gladys E. , Lang; running thence by and along said land now or formerly of Lang North 23° 04' 00" West 73.80 feet to an iron pipe set in the ground at the southerly end of a certain 20 foot right of way leading from that point to Bournes Lane and at land of Barn Gallery Associates; running thence by the southwesterly end of said 20 foot right of way and other land of the Grantor herein North 23° 40' 30" West 23.65 feet to an iron pipe set in the ground; running thence by and along said other land of the Granter herein, shown as Parcel Bon a certain plan hereinbelow described North 57° 45' 30" West 35.21 feet to an iron pipe set in the ground; running thence by and along said Parcel Band following the approximate course of a wooden fence ~xhibit. I, Pagel Page 113 of 188 BK 8 4 If O PG I I 5 North 21° 13' 30" East 148.90 feet to an iron pipe set in the ground at or near the southerly sideline of said 25 foot right of way, first above mentioned; running thence by the southerly sideline of said 25 foot right of way North 85° 14' 30" West 7.30 feet to the iron pipe at the point of beginning. Meaning and intending to convey and hereby conveying a portion only of the premises conveyed to the Granter herein by deed of Maud M. Hartwig dated October 10, 1957 and recorded in the York County Registry of Deeds, Book 1365, Page 407. The above described and conveyed lot or parcel of land is further identified as being Parcel A as shown on a certain plan entitled "Survey for John C. Lane, Bournes Lane, Ogunquit, Maine, Date 3 August, 1985" by George M. Chrisenton and Vess E. Irvine, Land Surveyors. RECEIVED YORK S S. Iqq1 SEP 18 P I: 12 ATTEST: ~/JJ. ~ Exhibit I, Page 2 REGISTER OF DEEDS Page 114 of 188 BK I OO 7 8 PG I 4 8 025830 WARRANTY DEED OGUNQUIT MARKETING AND MANAGEMENT, a Maine corporation with a place of business at Ogunquit, Maine, and a mailing address of 54 Cutts Road, Route t, Ogunquit, Maine 03904, for consideration paid grants to OGUNQUIT PLAYHOUSE FOL"NDA TION, a Maine corporation with a place of business at Ogunquit, Maine and a mailing address of Route I, Ogunquit, Maine 03907, WITH WARRANTY COVENANTS, the following: A certain lot or parcel ofland, with the buildings thereon, situated on the easterly side of U.S. Route Number One in the Town of Ogunquit, County of York, and State of Maine, said lot or parcel of land being more particularly bounded and described as follows: 0 ~ Beginning at the inside face of the Southeast abutment of the bridge over the Josias River as it crosses said U.S. Route Number One at a point on the easterly sideline of said U.S. Number ~ One; thence running along the easterly sideline of said U.S. Route Number One S 6° 8' 50" W a: w 226.5 feet, more or less, to an iron pipe; thence running S 83° 34' 50" E 99.48 feet to a point LL (/J marked by an iron pipe; thence turning and running S 87° 37' 24" E 61 .65 feet to a point marked by an iron pipe; thence running S 89° 14' 13" E 44.26 feet to a point marked by an iron pipe; thence running S 87° 30' 05" E 130.52 feet to a point marked by an iron pipe at the edge of the Iw embankment of the Josias River; thence continuing the same course to said Josias River; thence a: upstream by said Josias River in successive northeasterly, northwesterly, westerly, and w z southwesterly directions by said Josias River to the easterly sideline of said U.s. Route Number < ~ 1 I.. IN WITNIJ:SS WHEREOF, Ogunquit Chamber of Commerce has hereunder caused this -~ instrurnent to be 'signeo/n its name arn:;l behalf by Alice Pearce, its Executive Director duly (/) authorized as of this -3"1': day of. ff /J.r 1 ( . , 2023. . .. . _ C: - V ~ t- w ~ 4Adf~ C1) w&irss Alice ce C: •-I Its Executive Director, duly authorized n::s i :E: ST ATE OF MAINE COUNTY OF YORK, ss. ~A-f_v_1_I _3_, 2023 Personally appeared the above-named Alice Pearce and affirmed that she was the duly authorized Executive Director of Ogunquit Chamber of Commerce and acknowledged the foregoing instrument to be her free act and deed in her said capacity and the free act and deed of said corporation. Before me, Page 118 of 188 Exhibit A to Quitclaim Deed Ogunquit Chamber of Commerce, Grantor Ogunquit Playhouse Foundation, Grantee Property located at 36 Main Street. Ogunquit. Maine 03907: Tax Map 5. Block 42. Lot I A certain lot of parcel of land with the buildings thereon. situated on the Easterly side of U.S. Route One, Ogunquit, County of York, and State of Maine, being more particularly bounded and described as follows: Beginning on the Easterly sideline of U.S. Route One at a point marked by an iron pipe. which point lies South 06° 08' 50" West, 226.50 feet along the Southeasterly sideline of said U.S. Route One from the inside face of the Southeast abutment of the bridge over the Josias River, thence from said point of beginning running South 83° 34' 50" East, 99.48 feet to a point marked by an iron pipe; thence turning and running South 87° 37' 24" East. 61.65 feet to a point marked by an iron pipe; thence running South 89° l 4' 13" East. 44.26 feet to a point marked by an iron pipe; thence runnirig South 87° 30,' 05" East 130.52 feet to a point marked by an irnn pipe at the edge of the emban\ Sent: Monday, February 2, 2026 5:38 AM To: Maryann Stacy Subject: RE: OGUNQUIT PLAYHOUSE SITE PLAN REVIEW APPLICATION I have no issues with any of this, it's a state road 1 Page 151 of 188 OGUNQUIT CONSERVATION COMMISSION Memo to the Planning Board Date: February 18, 2026 Chair Wilkos and Planning Board Members, The Conservation Commission has reviewed the following: Ogunquit Playhouse Foundation 10 Main Street, Tax Map 5 Lots 43 & 44 Following a presentation from the Playhouse representatives the Conservation Commission has no environmental concerns for this application. In fact, the applicant has taken several steps that we find will have a positive effect for the environment. 1. The removal of the septic systems in front and behind the playhouse and hooking up to the town sewer system is beneficial for the environment. 2. Removing the gravel in the parking lot and replacing it with fiber-reinforced turf will improve drainage and runoff issues. 3. Downward lighting will be more subtle and bird friendly. 4. Removed trees will be replaced with a variety of native trees, conifers and shrubs. We always recommend using compostable or recyclable containers for use on the property with appropriate bins for their disposal. Respectfully Submitted, Chair, Ogunquit Conservation Commission Page 152 of 188Maryann Stacy From: noreply@civicplus.com Sent: Monday, February 9, 2026 2:26 PM To: Maryann Stacy; Tyler McOsker Subject: Online Form Submittal: Contact the Planning Board Contact the Planning Board Contacting the Planning Board Use this form to contact the Planning Board directly. Your question will be delivered to the Planning Board secretary who will forward it to each member of the Planning Board. Your comment or question will be reviewed and all anonymous communication will be deleted before it is forwarded to the Board. Be as specific as possible in your comment or question. The more information that you provide will make it easier for us to understand your concern. First Name Haley Last Name De Valliere Phone Number 2074320826 Email Address haleyrd@yahoo.com Comment or Question Hello, I am unable to attend the board meeting tonight, at which the renovation of Ogunquit Playhouse will be brought up, so I wanted to send my thoughts to you. I am strongly opposed to the proposal of overhauling the entire Playhouse campus. I understand that the structure is not suitable for sustainability, but surely that doesn't mean the entire building and campus should be done completely over. I fear changing everything but the iconic facade would lose the rustic, historic charm we've all come to know and love as audience members, staff, and actors. The proposed renderings look as if you'd stepped into any modern theater attempting to recall the historic, as opposed to an actual historic building. There are plenty of theaters that have updated and renovated but have still kept the historic parts intact, and that's what's memorable about them, as it's what's memorable about the 1 Page 153 of 188 Playhouse building itself. The historic feel adds to the experience, as opposed to entering a new building, the likes of which you can do in any larger venue. I have been employed by the Playhouse for 15 years, have been involved with them for 17, and have been seeing shows there for 23. I (and many others) grew up in the building and its surrounding rehearsal spaces. I've always called the Playhouse my second home. If I can't recognize anything but the facade, it will no longer feel like home. Thank you for your time in reading this, -Haley Email not displaying correctly? View it in your browser. 2 Page 154 of 188 Michael & Nancy Ramsey PO Box 2406 Ogunquit, ME 03907 Dear Planning Board, Mitch and I would like to share our endorsement of the new Ogunquit Playhouse transformation. We strongly believe that this overhaul of our dear aging Playhouse is long overdue and deserves the full support of the community. By approving of this project, the town, its visitors, and the surrounding communities will only benefit from this beautiful, up to date, sustainable, comfortable, and welcoming new facility. As historic and pretty as the existing Playhouse is, the old building lacks the provision for a heat/cool controlled environment, lacks the performance & rehearsal space for actors and artists, (not to mention any areas to prepare/change for their performances), lacks the comfort of wider seats and easily accessible areas for all, lacks amenities such as enough indoor bathrooms for guests, lacks the efficient (and safe) infrastructure including wiring, lighting, etc., and simply lacks any modern, ecologically aware and cost-effective necessities. The New Ogunquit Playhouse will continue to preserve the history and add to the ongoing story of this local gem while maintaining a safe and environmentally friendly space. The Playhouse team has gone above and beyond to share plans, answer questions and assure all that the character and charm of the Playhouse will only be enhanced, and we know that they will continue to do so as plans are formalized, and feedback is shared. They have also had cost efficiency as a number one priority in the redesign. For these reasons and for the most important reason being that the Playhouse cannot continue without these modernizations, we truly hope that the Planning Board will approve the new, greatly improved Ogunquit Playhouse plans. Thank you for your time, Mitch & Nan Ramsey Page 155 of 188 Maryann Stacy From: Donna Allard-Flett Sent: Wednesday, February 18, 2026 1 :16 PM To: Maryann Stacy Subject: Ogunquit Playhouse Renovation Plans Good afternoon, Ms. Stacy, I am reaching out as a long-time supporter, volunteer, and devoted member of the Ogunquit Playhouse community. For many years, we attended performances while vacationing in the area, and after moving here full-time, we proudly became members and season ticket subscribers in 2015. Each season, we make it a tradition to bring friends and family to Ogunquit for dinner and a show, sharing the magic of the Playhouse with others. As we look ahead, we hope to continue this tradition for many years to come. Preserving and renovating the Playhouse is essential to honoring its remarkable history and ensuring it remains a vibrant part of our community's cultural life. This historic venue deserves the care and attention needed to keep it thriving for future generations. Before the building becomes unsustainable, it is critical that we move forward with the planned renovations. I am writing to express the full support of my husband, Fred Flett, and myself for the Ogunquit Playhouse's Next Century Renovation Plan. We believe this project is essential to preserving the Playhouse's historic character and ensuring it remains a vibrant cultural cornerstone for generations to come. Please feel free to reach out to me if you have any questions. Thank you for your time and consideration, Donna Donna M. Allard-Flett P.O. Box 38, York Beach, ME 03910 617-834-9096 donna.allardflett@gmail.com Page 156 of 188 Planning Board of Ogunquit, Maine Ogunquit, Maine Dear members of the board, I am an 88-year-old resident of York Harbor. I am remembering the old days of the Playhouse when I was a teenage waitress at Bessie's. The Playhouse meant a lot to all of us, young as we were. I remember watching Bette Davis and Gary Merrill stride down the left aisle as they held the curtain. That small and successful summer playhouse changed dramatically when Brad Kinney took over as planner and producer. He took us from cutesy to NY sophistication. And now we are preparing to shine as the largest and most successful summer theater on the East coast. A campaign to raise significant money is now in progress. The Playhouse is modernizing with its audience and community in mind. The leadership team has shown me and my family plans that assure playhouse and community supporters that it is doing all the right things, in a safe and transparent way. And it is helpful to remember that many families planning their summer vacation week in Ogunquit do it with the play in mind that they want to see-thus bringing economic benefits to our hotels and restaurants. As the owner of a successful development company in Washington, DC. And Virginia, I can assure you that this will be an unbelievably beautiful development you will be proud of- an example of thoughtful planning. It is my sincerest hope that you will find this Playhouse development a pleasure to support. Thank you for your attentions to this letter of support. Page 157 of 188 Maryann Stacy From: Bruce Burgwinkle Sent: Tuesday, February 24, 2026 12:54 PM To: Maryann Stacy; Bruce Burgwinkle Subject: Ogunquit Playhouse Renovation project Hi Maryann, Below is a letter in support of the Ogunquit Playhouse project. If you could share with the Planning Board, It would be greatly appreciated. Thanks February 24, 2026 To Whom It May Concern: As a year round resident, I am writing in support of the proposed Ogunquit Play House (OPH) renovation project. This project will allow the seacoast community to have a modern year round facility for all our residents and visitors to enjoy for another hundred years. The OPH is such a blessing on so many levels from the artistic performances to the boom to our local businesses that benefit financially each year from May to November with visits from the OGH patrons. The possibility of year round use will only further strengthen our economic base and continue to keep our local residents who rely on seasonal employment the benefit of additional months of employment at our hotels, inns and restaurants. As a volunteer at the OGH, it is my pleasure to support our local treasure and I hope that the Ogunquit Planning Board will join me with their support of enhancing our legendary landmark. 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Your question will be delivered to the Planning Board secretary who will forward it to each member of the Planning Board. Your comment or question will be reviewed and all anonymous communication will be deleted before it is forwarded to the Board. Be as specific as possible in your comment or question. The more information that you provide will make it easier for us to understand your concern. First Name John Last Name Goglia Phone Number Email Address ·••21••- Comment or Question I have been attending shows at The Playhouse for probably 15 years or more and a volunteer for the past 3 seasons. Never thought I would enjoy the shared experience of volunteering or attending a performance with family and friends as much as I have these past 3 seasons. I would recommend that members of the Planning Board who are not familiar with The Playhouse come and hang out with us volunteers during a performance to see and feel the excitement and anticipation of our customers. It is truly a special venue during the summer months that the Planning Board should recognize and support wholeheartedly in The Playhouse's efforts to expand, update and modernize this popular and cherished institution. I suggest that the Planning Board should acknowledge the incredible impact The Playhouse has on the Southern Maine area and the much geographically diversified customers who have enjoyed performances over many decades and grant them all approvals for modernization. about:blank?windowld=SecondaryReadingPane28 1/2 Page 161 of 188 Outlook Online Form Submittal: Contact the Planning Board From noreply@civicplus.com Date Tue 3/10/2026 11 :54 AM To Maryann Stacy ; Tyler McOsker Contact the Planning Board Contacting the Planning Board Use this form to contact the Planning Board directly. Your question will be delivered to the Planning Board secretary who will forward it to each member of the Planning Board. Your comment or question will be reviewed and all anonymous communication will be deleted before it is forwarded to the Board. Be as specific as possible in your comment or question. The more information that you provide will make it easier for us to understand your concern. First Name Rosemarie Last Name Wagner Landolina Phone Number 7 JI Email Address Comment or Question Dear Members of the Ogunquit Planning Board, My name is Rosemarie Wagner Landolina. I volunteer at the Ogunquit Playhouse. As a Doctor of Physical Therapy, I spent a large portion of my career in the workplace addressing ergonomic and safety issues. Therefore, I look at my volunteer experience through this lens. On performance nights, I see how much this theater means to people. I have met countless elderly and disabled individuals with mobility issues, many who have been coming to the theater for decades. Visitors plan trips around the season bringing friends and family along. It is part of what makes Ogunquit special. Despite mobility changes, love of this theater has not changed. I also see the limits of the current building. Accessibility is challenging. Seat comfort and bathroom lines are common complaints. Space can be tight. While we make it work, it is Page 162 of 188 clear that the structure was not designed to meet today' s safety, accessibility, and comfort standards. I have seen patrons struggle to navigate the theater starting the moment they enter the building over the small but noticeable thresholds. I see them navigate the narrow crowded aisles to one of the few "accessible" seats. Once seated, if they have a mobility device, it is taken from them to be "stored" at the back of the theater out of their reach. As a patron who needs this device in order to move about safely, removing it must feel frightening. In the event of an emergency where evacuation of the building is necessary, every second counts. How quickly would this device be returned to the patron to allow them to safely exit the building? I often stand at the side exit doors during intermission and at the end of the show. Although there are many exits, these four are not safely accessible to someone with or without mobility issues. The thresholds vary in height from 1-4 inches. The railings are not accessible until after the first step has been navigated. And the stairs are steep. Patrons are exiting the building after spending extended periods of time in the dark making it difficult to see these hazards. From what has been shared in the public record, professionals indicate that incremental repairs will not resolve the building' s structural and safety challenges. If we want the Playhouse to continue operating safely for the next 100 years, reconstruction is necessary . I support allowing this proposal to proceed through your review and throug~ e ttQwn' §~tili>lic;:'process so the community can continue to consider it carefully and the Playhouse can continue bringing joy to the town of Ogunquit for years to come. Thank you for providing a forum for me to share my views. Respectfully, Rosemarie Wagner Landolina, DPT 46 Whippoorwill Trail Wells ME 207-807-1854 Email not displaying correctly? View it in your browser. Page 163 of 188 Dear Members of the Ogunquit Planning Board, My name is Kathy Bleier and am a resident of Wells Maine. I have been attending performances at the Ogunquit Playhouse for 50 years and have volunteered there for the past couple of years. When speaking with the patrons and also with friends who frequent the Playhouse, it is clear how much it means to so many. It is tradition. Families return year after year. It is also clear that they not only support the Playhouse but also the local restaurants, hotels, stores and businesses. The current building is approaching 100 years old. Accessibility is challenging. It needs to be updated for comfort, safety and accessibility. If we want the Playhouse to be around for another 100 years reconstruction is needed. I support the proposed plans. I respectfully request that you consider and approve the plans as well. Thank you for your time and consideration. Kathy Bleier Wells, Me ~~ c?-67- c?PS- l/71-~ ,·. I , Page 164 of 188 ZONING 225 Attachment 2 Town of Ogunquit Table 703.1 Dimensional Requirements of Each Zoning District [Amended 4-1-2006; 11-4-2008, effective 4-1-2009; 6-12-2012; 6-12-2018; 6-11-2019 ATM by Art. 5; 6-8-2021 ATM by Art. 9; 6-11-2024 ATM by Art. 12] District OFR R RR1 RR2 DB GB1 GB2 LB F SLR SLC SG1 SG2 SG3 SP RP Minimum Lot Area (square feet) With public sewer and water16 12,500 12,500 30,000 30,000 None 10,0001 20,000 10,0001 N/A 30,000 tidal 40,000 None1 None 30,000 NP NP 40,000 non-tidal Without public sewer and 30,000 30,000 60,000 60,000 N/A N/A 20,0003 N/A 200,000 30,000 tidal N/A N/A N/A N/A NP NP water16 4 40,000 non-tidal Minimum Net Residential Area Per Dwelling Unit (square feet) With public sewer and water17 12,500 12,500 30,000 30,000 12,500 12,500 20,000 12,500 N/A 30,000 tidal 40,000 12,500 None 12,500 N/A N/A 40,000 non-tidal Without public sewer and 30,000 30,000 60,000 60,000 N/A N/A 40,000 N/A 60,000 30,000 tidal N/A N/A N/A N/A N/A N/A water17 40,000 non-tidal Minimum Street and Shore Frontage (feet) With public sewer and water 75 75 100 100 None5 75 100 75 N/A 150 tidal 200 100 None 100 Note 2 Note 2 200 non-tidal Without public sewer and water 100 100 100 100 N/A N/A 100 N/A 2504 150 tidal Note 2 Note 2 Note 2 N/A Note 2 Note 2 200 non-tidal Setbacks (feet) Front15 20 20 30 30 106 20 30 20 507 Note 2 Note 2 106 15 30 Note 2 Note 2 Side and rear15 15 15 20 20 108 1010 159 1010 20 Note 2 Note 2 109 None None Note 2 Note 2 From vernal pools (significant 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 or non-significant, see § 225- 1.3F) From water bodies and wetlands 75 75 75 75 75 75 75 75 75 75 75 50 50 75 75 75 that meet the criteria for inclusion in the Shoreland Zone Maximum Building Coverage With public sewer and water 30% 30% 20% 20% None 30% 30% 30% N/A 2011 2011 2011 2011 70%14 0% 0% Without public sewer and water 20% 20% 10% 10% N/A N/A 30% N/A 20% 2011 N/A N/A N/A N/A 0% 0% 225 Attachment 2:1 Supp 4, Jun 2024 Page 165 of 188 OGUNQUIT CODE District OFR R RR1 RR2 DB GB1 GB2 LB F SLR SLC SG1 SG2 SG3 SP RP Maximum Building Height12 Feet 35 35 35 35 35 35 35 35 35 35 35 35 27 3515 35 35 Stories 2 1/2 2 1/2 2 1/2 2 1/2 2 1/2 2 1/2 2 1/2 2 1/2 2 1/2 2 1/2 2 1/2 2 1/2 2 1/2 2 1/215 2 1/2 2 1/2 NOTES: 1. For a residential use, the minimum lot area shall be 12,500 square feet. 2. Same as nearest adjacent non-shoreland zone. 3. For residential use, the minimum lot area shall be 30,000 square feet. 4. For residential use, the minimum lot area shall be 60,000 square feet and the minimum street frontage shall be 100 feet. 5. Residential uses, except accessory dwelling units on the second floor above a commercial use, shall require a minimum street frontage of 75 feet. 6. The minimum front setback for a structure existing on the effective date of this chapter shall be 10 feet or the existing structure's front setback, whichever is less. 7. The minimum front setback for a structure existing on the effective date of this chapter shall be 50 feet or the existing structure's front setback. 8. The side and rear setbacks for a structure abutting a residential use shall be 15 feet. The minimum side and rear yards for a structure existing on the effective date of this chapter shall be the setback indicated above or the existing structure's setback, whichever is less. 9. The side and rear setbacks for a structure abutting a residential use shall be 25 feet. The minimum side and rear yards for a structure existing on the effective date of this chapter shall be the setback indicated above or the existing structure's setback, whichever is less. 10. The side and rear setbacks for a structure abutting a residential use shall be 15 feet. 11. In the Shoreland Zones, the total area of all buildings, structures, parking lots and any other nonvegetated surfaces shall be included in the computation of maximum building coverage, and shall not exceed the indicated percentage of the lot area, or portion of the lot area thereof, located in the Shoreland Zone. See definition of "coverage, building" in Article 2. 12. No structure shall contain more than 2 1/2 stories or the indicated height. 13. Expansions of legally nonconforming hotels/motels in all zoning districts in which new hotels/motels are prohibited shall meet all the dimensional requirements of the zones in which they are located according to Table 703.1, as well as the standards of §§ 225-3.5 and 225-9.8. 14. In the SG3 District, if proposed new development on a lot would cause the total building coverage on that lot, including those portions of that lot that were legally occupied by buildings, structures, parking lots and any other nonvegetated surfaces on the effective date of this footnote 14, to exceed 40%, all new development that would increase the building coverage on that lot above 40% shall conform with the Low Impact Development Practices set forth in Volume III, Chapter 10, of the "Maine Stormwater Best Practices Manual" published by the Maine Department of Environmental Protection. Under no circumstances shall the total building coverage on any lot exceed 70%. 15. In the SG3 District, for that portion of a nonprofit performing arts theater commonly known as a "fly tower," which encloses apparatus commonly known as a "fly system" employed to lift from, or lower to, the stage area items such as scenery, lighting and/or other equipment or utilities, the maximum building height shall be 85 feet, regardless of the number of stories. In addition, for that part of a nonprofit performing arts theater commonly known as the "back of house," which is located behind the stage and fly tower and is ordinarily inaccessible to members of the public attending performances, the maximum building height shall be 50 feet or three stories, whichever is greater. Additionally, the maximum building height for a nonprofit performing arts theater building, excluding the Fly Tower, shall be 55' or four stories, whichever is greater. 16. When single-family units 2-4 are proposed, the base lot size requirements shall double per unit. 17. When single-family units 2-4 are proposed, the base lot net density shall double per unit. 225 Attachment 2:2 Supp 4, Jun 2024 Page 166 of 188 Town Of Ogunquit Post Office Box 875 Ogunquit, Maine 03907-0875 Planning Board Tel 207 646-9326 PLANNING BOARD PUBLIC HEARINGS MARCH 23, 2026 6:00 p.m. REGARDING: PROPOSED AMENDMENTS TO THE OGUNQUIT ZONING ORDINANCE. 1. Streamline Change of Use Process (§225-6.6, §225-Table 702.1) 2. Amendment for Nonconforming structures (§225-3.3) 3. A-Frame signs revisions ( §225-8.12) 4. Sheds revisions (§225-2.2, §225-9-24) 5. Remove the Design Review Requirement for Accessory Dwelling Units (ADU) (§225-9.1) 6. Storm Water Management language - Review proposed changes (§ 225-2.2, §225-8.5, §225-8.10, §240-6.1, §240-7.3, §240-10.5, §240-10.6) These Public Hearings will be held in-person at the Ogunquit Fire Station 2nd Floor Hall. Members of the public may attend in person or participate remotely via zoom. HOW TO PARTICIPATE IN THE PLANNING BOARD MEETING VIA ZOOM Connecting by computer or mobile device: Register in advance: Register in advance or at the time of the meeting: https :/ /ogunguitpd-org.zoom. us/webinar/register/WN CZib V zZ7TCmknoitByBh3 g#/registration After registering, you will receive a confirmation email containing information about joining the meeting. This meeting will be broadcast live on WOGT (Channel 1302), live streamed at https://ogunguitrne.portal.civicclerk.com/ and it will be recorded for future viewing on WOGT and on the Town's web site: www.ogunquit.gov. Posted: March l 0, 2026 - Dunaway Center, Ogunquit Post Office, Town of Ogunquit Website. Published in Portland Press Herald on March 13, 2026 and again on March 17, 2026. Page 167 of 188Streamline Change of Use Process (§225-6.6, §225-Table 702.1) Page 168 of 188 Town of Ogunquit, ME § 225-6.6. Procedures for site plan review. [Amended 4-1-2006] A. No permit for any new use or structure indicated as requiring a site plan review in Table 702.11 shall be issued by the Code Enforcement Officer until a site plan review approval is obtained from the Planning Board. The applicant shall have the burden of proving that its site plan review application is in compliance with the requirements of this chapter. If the proposed use or structure requires design review under Article 11 of this chapter, the design review application may be reviewed concurrently with the site plan review application. B. Changes to existing uses or structures requiring site plan review. (I) A use or structure which is listed as subject to site plan review in Table 702. I 2 may not be changed to another use or structure requiring site plan review, nor may the use or structure be expanded or altered, unless a site plan approval is obtained from the Planning Board. "Expansion" shall be defined as: (a) Any increase in floor area or land area devoted to a use requiring site plan review; (b) In the case of a restaurant use, the addition to any indoor or outdoor seating capacity; (c) In the case of a transient accommodation project classified other than TA-I, any additional rooms or units; or ( d) Any additional parking spaces devoted to a use requiring site plan review. (e) Commercial Changes of Use that do not meet the criteria of (a) through (d) above and require no significant exterior changes may be approved by the Code Enforcement Officer without Site Plan Review. (2) No changes of any kind shall be made in any previously approved site plan without approval of such changes by the Planning Board. C. Application procedure. (1) Fees. (a) A person informed by the Code Enforcement Officer that a proposed use requires site plan review approval shall file an application for the permit with the Planning Board on forms provided for the purpose. The applicant shall be responsible for a filing fee, which covers administrative and legal advertisement costs. Filing fees for site plan review shall be set annually in a fee schedule adopted by the Select Board. (b) In complex cases requiring extensive use of the Town's planning, legal, and/or engineering consultants, the applicant may be required by the Planning Board, after its initial review of the application for completeness, to pay an additional technical review fee to be deposited in a special account designated for that site plan application, to be used by the Board for hiring independent consulting services to review the application. The amount of the technical review fee shall vary according to the complexity and scope of the proposed project. Downloaded from https://ecode360.com/OG3870 on 2026-03-12 Page 169 of 188 OGUNQUIT CODE Shoreland Zones Land Uses OFR R RRl RR2 DB GBI GB2 LB F SLR SLC SGI S02 S03 SP RP Subdivision, as defined in the SUB SUB SUB SUB SUB SUB SUB SUB SUB SUB SUB SUB SUB SUB SUB SUB Ogunquit Subdivision Regulations I Commercial Uses Amusement center NP NP NP NP NP SPR SPR NP NP NP SPR NP NP NP NP NP Boardinghouse NP NP NP NP SPR S-PR SPR SPR NP NP SPR SPR SPR SPR1 2 NP NP Business and professional office g NP NP NP NP SPR SPR SPR SPR NP NP SPR SPR SPR SPR1 2 NP NP Commercial recreation NP NP NP NP SPR SPR SPR NP NP NP NP NP NP NP NP NP Day-care center NP NP NP NP NP SPR NP SPR NP NP NP NP NP NP NP NP Funeral home NP NP NP NP NP SPR SPR NP NP NP NP NP NP NP NP NP Greenhouse NP NP SPR SPR NP SPR SPR NP SPR NP NP NP NP NP NP NP Kennel, veterinary hospital* NP NP NP NP NP NP NP NP SPR NP NP NP NP NP NP NP Manufacturing NP NP NP NP NP NP NP NP NP NP NP NP NP SPR1 2 NP NP Marina NP NP NP NP NP NP NP NP NP NP NP NP SPR NP NP NP Mechaniized recreation NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP Nursing home NP NP NP NP NP SPR NP SPR NP NP NP NP NP NP NP NP Outdoor sales, services and NP NP NP NP NP NP NPs NP NP NP NP NP NPI 0 NPs NP NP storage areas including gasoline stations Public utility facility, other than NP NP SPR SPR NP SPR SPR NP SPR NP NP NP NP NP NP NP essential services or service drops Retail establishments not NP NP NP NP SPR SPR SPR SPR NP NP SPR SPR SPR SPR1 2 NP NP 1 15 elsewhere listed • Retail storage and sale of fuel for NP NP NP NP NP NP NP NP NP NP NP NP SPR NP NP NP use on watercraft Service establishments not NP NP NP NP SPR SPR SPR SPR NP NP SPR SPR SPR SPR1 2 NP NP elsewhere listed, including taxi or livery service dispatching offices1 S laughterhouse/meat packing NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP facility Theatres NP NP NP NP SPR SPR SPR NP NP NP NP NP NP SPR1 3 NP NP 225 Attachment l Q 4 Supp 4, Jun 2024 Page 170 of 188 OGUNQUIT CODE Shoreland Zones Land Uses OFR R RRl RR2 DB GB! GB2 LB F SLR SLC SGI SG2 SG3 SP RP Roads, land management C C C C C C C C C C C C C C C SPR Tenting A A A A NP A A A A A NP NP NP NP A NP Yard sale, as defined in Town C C C C C C C C C C C C C NP C C Code NOTES: > These uses have specific performance standards in Article 9. No retail sales or services may be offered or solicited except inside of the building in which the retail sales or service establishment is located, except for those exceptions indicated in Notes 5 and 1 0 below. T A-4 is only allowed in those portions of the SLC District immediately adjacent to the GB2 District. l. Limited to storage of fishing and lobstering equipment, private tutoring of not more than two persons at any one time, home crafts, pursuit of the arts, and activities or occupations which are conducted without customers or clients coming to the premises. 4. Expansions of legally nonconforming hotels/motels in all zoning districts in which new hotels/motels are prohibited shall meet all the dimensional requirements of zones in which they are located according to Table 703 .1, as well as the standards of§§ 225-3. 5 and 225-9 ... As an exception, the Ogunquit Playhouse may serve patrons beverages and snack food outdoors on the premises from one hour before, during and one hour after performances. o. Type 2 and 3 restaurants shall not be permitted in those portions of the SLC Zone immediately adjacent to the LB Zone. ). Only permitted with site plan review in RP Beach as indicated on the Official Zoning Map. Not permitted in all other portions of the RP District. . . Not permitted unless a special exception is granted pursuant to § 225 -4. 6. 9. See special shoreland standards in Article 9. 1 0. As an exception, within the Shoreland General Development 2 - Perkins Cove (SG2) District, live lobsters landed in Perkins Cove may be sold from vehicles or boats owned or operated by holders of commercial lobstering licenses. However, any such sales from vehicles shall only be allowed from those vehicles parked within the Bait Wharf II parking area, directly adjacent to the Harbor Masters office. No signs advertising any such outdoor live lobster sales shall be permitted, and lobster sales shall be limited to live lobsters only, and any form of additional solicitation or promotion of other goods, products or services shall be prohibited (regardless of any other provisions of this chapter). 1 1 . Storage ofrecreational vehicles shall be exempt. 1 2. Permitted in the SG 3 District only as an accessory use to a nonprofit performing arts theater in the SG 3 District that constitutes the principal use. 1 3 . Within the SG 3 District, the term 'theater' shall include only a nonprofit performing arts theater as defined in Article 2 of this chapter and shall exclude any other type of theater. 1 4. The existing permanent footbridge over the Josias River, connecting Lots 5 -43 and 5 -3 3 -B as shown on Tax Map 5 shall remain a permitted use subject to site plan review approval from the Planning Board, but only as an accessory use to a nonprofit performing arts theater as defined in Article 2 of this chapter. No other piers, docks, wharves, bridges and other structures extending over or below the high-water line or within a wetland, temporary or permanent, of any kind shall be permitted in the SG 3 District. 15. For changes of use, refer to 225-6.6 B (e) 225 Attachment 1 b 6 Supp 4, Jun 2024 Page 171 of 188Amendment for Nonconforming structures (§225-3.3) Page 172 of 188 Town of Ogunquit, ME § 225-3,3 § 225-3,3 E, Reconstruction, Any nonconforming structure which is hereafter damaged or destroyed by fire or an,• cause other than the willful act of the owner or the owner's agent may be restored, rehabilitated or reconstructed, provided that the restoration, rehabilitation or reconstruction shall not enlarge the overall floor space or height of the building or cause the building to become more nonconforming, A permit for such reconstruction must be obtained and actual reconstruction must be commenced within 12 months and completed within 24 months, of the damage or destruction, Nothing in this subsection shall prevent the demolition of the remains of any building so damaged or destroyed, or shall prevent the reconstruction or rehabilitation of accessory site features e)tempted from the definition of "structure" in this- chapter. Notwithstanding the foregoing, municipal structures that are nonconforming as to height may be reconstructed to a height within but not to exceed an additional 25% of the height of the municipal structure, regardless of the cause of the damage or destruction of the structure, for the purpose of retaining the historical character and aesthetics of said nonconforming structure. This exception is contingent upon the Code Enforcement Officer's approval of a detailed survey that includes the documented height of the original structure before damage or destruction. (Amended 6-12-2012; 6-11-2024ATM by Art. 10} F. Discontinuance. Discontinuance of the use of a legally existing nonconforming structure shall not constitute abandonment of the structure. Conforming uses of the structure may be revived at any time, provided that the conforming uses comply with the requirements of Articles 8 and 9. G. Nonconforming structures, lack of required parking or loading space. A structure which is nonconforming as to the requirements for off-street parking space shall not be enlarged or altered unless off street parking space is provided for the original structure sufficient to satisfy the requirements of this chapter and unless additional off street parking space is provided for such enlargement or alteration of the original structure sufficient to satisfy the requirements of this chapter. A structure which is nonconforming as to requirements for off- street loading space shall not be enlarged or altered unless off-street loading space is provided for the original structure or use sufficient to satisfy the requirements of this chapter and unless additional off-street loading space is provided for such enlargement or alteration of the original structure sufficient to satisfy the requirements of this chapter. This subsection shall not apply to changes in a permitted use that will not require additional parking nor to alterations that will not require additional parking. H. Additional requirements in any Shoreland Zone. (Amended 11-4~2008, effective 4-1-2009] (I) Expansions. All new principal and accessory structures, excluding functionally water- dependent uses, must meet the water body, tributary stream, or wetland setback requirements contained in Table 703 .1.' A nonconforming structure made be added to or expanded after obtaining a permit from the same permitting authority as that for a new structure, if such addition or expansion does not increase the nonconformity of the structure and is in accordance with Subsection H( I )(a), (b), ( c) and ( d) below. (a) Expansion of any portion of a structure within 25 feet of the normal high-water line of a water body, tributary stream, or upland edge of a wetland is prohibited, even I. Editor's "-ote: Table 703.l is included as an attachment to this chapter. Downioaded from https://ecode360.com/OG3870 on 2026-01-14 Page 173 of 188A-Frame signs revisions ( §225-8.12) Page 174 of 188 Town of Ogunquit, ME § 225-8.12. Signs. [Amended 11-6-2001; 4-5-2003; 4-1-2006; 6-8-2010; 6-12-2012; 6-10-2014; 6-9-2015; 6-12-2018] A. General. (I) All signs in the Town of Ogunquit shall meet the following standards: -Ea+- Freestanding and/or A frame signs shall be allov,red only on private property where they can be placed no closer to the street than the front yard setback allows. Businesses which cannot meet this setback standard may utilize similar signage which must be affixed to the building. ~ Freestanding and/or A frame signs can be no larger than six square feet and any dimension may be no greater than 27 inches wide by 4 2 inches in height. Freestanding and/or A frame signs shall be counted towards the total amount of maximum sign area permitted on the property. fe-ja) No business or residential signs may be erected, altered, or relocated without issuance of a permit from the Code Enforcement Officer. Before issuing a permit, the Code Enforcement Officer may submit the application to the Planning Board for review, interpretation and possible approval. The Code Enforcement Officer shall enforce this section and all permits issued pursuant thereto. tfBb) All business and residential signs shall be made of wood, metal or high-density urethane board and may include raised or appliqued wooden lettering or other graphics. The finished graphics of these signs may be carved, painted or of a vinyl material that resembles paint. Signs may not be surfaced with fluorescent or day-glow colors or other reflective material. Gold leaf is permitted. The only exception from these material standards shall be for awnings or advertising signs, as provided by Subsection B below, or for temporary commercial signs, as provided by Subsection A(I )(h) below. Eefc) Illumination is permitted only by steady, uncolored, external lighting, which is dark sky compliant. [Amended 6-8-2021 ATM by Art. 8] Et)_d~) __ Signs shall be a maximum of 15 feet high. fgje) The measurement of sign area shall be based upon the outer perimeter of all boards, panels or sheets of materials as well as the spaces between these materials, but does not include the supporting posts or structural element outside the limits of such perimeter which does not form an integral part of the display. Only one side of a two-sided sign shall be counted in the calculation of allowable sign area. In determining the area of wall signs, the entire area within a continuous perimeter enclosing the extreme limits of the actual letters and characters shall be measured. The area of background color will also be included if it differs from the color of the building itself. E-J:Bf) Temporary business sign(s) may be used by a new business while awaiting arrival of permanent sign(s), provided the sign is of a durable, weatherproof material; however, temporary sign(s) shall be allowed only until permanent sign(s) is/are Downloaded from https://ecode360.com/OGJ870 on 2026-03-10 Page 175 of 188 Town of Ogunquit, ME § 225-8.12 § 225-8.12 gLinstalled or for 60 days, whichever is the shorter period. Each temporary business sign shall be no larger in area or dimension than the conforming permanent sign that will replace it, and shall be placed in a manner and location in conformance with this chapter, as if it were a permanent sign. ftjh) Any sign which no longer advertises a business that is being conducted, a product being sold, or an activity or campaign being conducted shall, within 30 days, be taken down and removed by the owner or tenant of the premises upon which such sign is located. This provision shall not be construed to require the owners of seasonal businesses to remove signs at the end of each season. @i) Any sign, whether regulated by this section or exempted from regulation pursuant to Subsection A(3) below, shall not be placed in rights-of-way or on other Town properties without express authorization of the Select Board. (2) The following types of signs shall be prohibited: (a) Roof signs. (b) Strings of pennants, inflated signs, tethered balloons, or banners, unless expressly allowed elsewhere in this chapter. ( c) Flags, other than those of any nation, state, city, coalition or other political unit, including, but not limited to, military or veterans groups. In no event shall any flag of any type exceed 50 square feet in area. ( d) Internally illuminated signs, including, but not limited to, neon or gas filled tubular signs, light-emitting diode (LED) signs, digital signs, or electronic message center signs. This prohibition shall include signs located inside a building, when such signs are intended to be visible by pedestrians or motorists. ( e) Signs which physically or visualiy move, rotate or create an illusion of movement, or which have parts or surfaces that physically or visually move, rotate or create the illusion of movement, or which emit audible sound or noise. (f) Signs which appear animated or projected, or which are intermittently illuminated, or of a traveling, tracing, scrolling, or sequential-light type, or signs which contain or are illuminated by animated or flashing light, including, but not limited to, electronic message center type signs, light-emitting diode (LED) signs, or digital signs. (g) Any signs, whether regulated by this section or exempted from regulation pursuant to Subsection A(3) below, placed within the right-of-way of a public way, unless expressly authorized by the Select Board. Any sign which is placed in a public way without such authorization shall be removed by the Code Enforcement Officer, the Public Works Department, or the Police Department. The Code Enforcement Officer shall attempt to ascertain the owner of the sign and within 72 hours of the sign's removal notify the owner of the location of the sign so it may be retrieved. [Amended 6-8-2021 ATM by Art. 9] Downloaded from https://ecode360.com/OG3870 on 2026-03-10 Page 176 of 188Sheds revisions (§225-2.2, §225-9-24) Page 177 of 188 225-2.2 Definitions. ACCESSORY BUILDING OR STRUCTURE A subordinate building or structure which is incidental to the principal building. A deck or similar extension of the principal structure or a garage attached to the principal structure by a roof or a common wall is considered part of the principal structure. Accessory buildings or structures, with the exception of sheds, shall meet all dimensional requirements of this chapter. Shed A small, single -story structure used for storage and not designed for human habitation. 225-9.24 Sheds A shed, as defined in Article 2 of this chapter, shall be permitted, provided all of the following conditions are met: A. Shed affixed to a foundation is an accessory structure. B. A shed may be no more than a maximum of 64 square feet and no more than 8 feet in height. C. Setbacks will be as follows: Front: no change from Table 703.1. Side and Rear: five feet. Page 178 of 188Remove the Design Review Requirement for Accessory Dwelling Units (ADU) (§225-9.1) Page 179 of 188 Town of Ogunquit, ME § 225-9.1. Accessory dwelling units. [Amended 4-7-2007; 6-11-2024ATM by Art. 13] As an accessory use to a single-family dwelling, the creation and renting of a single apartment within the dwelling, attached to the dwelling or freestanding from the main dwelling shall be permitted, provided all of the following conditions are met: A. An accessory dwelling unit must meet a minimum size of 190 square feet and shall be no larger than 700 square feet. B. The owner of an accessory dwelling unit must provide written verification to the municipality that the accessory dwelling unit is connected to adequate potable water and wastewater services before the municipality may issue a certificate of occupancy. Written verification under this subsection must include: (1) If an accessory dwelling unit is connected to a public, special district or other comparable sewer system, proof of adequate service to support any additional flow created by the accessory dwelling unit and proof of payment for the connection to the sewer system; (2) If an accessory dwelling unit is connected to a septic system, proof of adequate sewage disposal for subsurface wastewater. The septic system must be verified as adequate by a local plumbing inspector under Section 4221. Plans for subsurface wastewater disposal must be prepared by a licensed site evaluator in accordance with subsurface wastewater disposal rules adopted under 22 M.R.S.A. § 42; (3) If an accessory dwelling unit is connected to a public, special district or other centrally managed water system, proof of adequate service to support any additional flow created by the accessory dwelling unit, proof of payment for the connection and the volume and supply of water required for the accessory dwelling unit; and ( 4) If an accessory dwelling unit is connected to a well, proof of access to potable water. Any tests of an existing well or proposed well must indicate that the water supply is potable and acceptable for domestic use. C. The primary dwelling is owner-occupied. If leased the accessory dwelling unit shall be occupied by the lessee for a duration of not less than 12 consecutive months. Accessory dwelling units shall not be leased or rented as short-term rentals. I D. The building is located on a conforming lot for a single-family dwelling in the district in which it is located, or is located on a nonconforming lot as defined in Article 2 of this chapter. I E. All required permits are obtained for construction of the accessory dwelling unit, including a design reviev,c approval in all zoning districts, and a certificate of occupancy is obtained prior I to the accessory dwelling unit being occupied. F. Any accessory dwelling unit located within the same structure as a single-family dwelling unit or attached to or sharing a wall with a single-family dwelling unit, the setback requirements and dimensional requirements must be the same as the setback requirements and dimensional requirements of the single-family dwelling unit, except for an accessory dwelling unit permitted in an existing accessory building or secondary building or garage as Downloaded from https://ecode360 com/OGJ870 on 2026-03-10 Page 180 of 188Storm Water Management language - Review proposed changes (§ 225-2.2, §225-8.5, §225-8.10, §240-6.1, §240- 7.3, §240-10.5, §240-10.6) Page 181 of 188 225-2.2 Definitions Stormwater Management The variety of techniques aimed at controlling and treating untreated, contaminated rainwater and melted snow runoff to mitigate issues such as flooding, erosion and pollution in natural waterways. Page 182 of 188 Town of Ogunquit, ME § 225-8.5. Prevention of erosion. A. No person shall perform an act or use land in a manner which would cause substantial or avoidable erosion, create a nuisance or alter existing patterns of natural water flow in the Town. This shall not affect any extractive operations complying with the standards of performance specified elsewhere in this chapter. B. All development shall generally comply with the provisions of the Maine Erosion and Sedimentation Control Handbook for Construction: Best Management Practices published by the Cumberland County Soil and Water Conservation District and the Maine Department of Environmental Protection, -l---99-l-current edition. C. All applicants for a permit for development on slopes greater than 15% shall be required to submit a soil erosion and sedimentation plan meeting the standards of the County Soil and Water Conservation District and the Maine Department of Agriculture, Conservation and Forestry. In addition, all applicants proposing development on slopes greater than 25% shall be required to submit engineering or architectural information which indicates that the development is designed for the site in a proper manner as the Code Enforcement Officer may reasonably require. [Amended 6-8-2021 ATM by Art. 9) Downloaded from https://ecode360.com/OG3870 on 2026-03-12 Page 183 of 188 Town of Ogunquit, ME § 225-8.10 § 225-8.10 rmnimum of 4% of the total parking spaces for vehicles with handicapped registration plates, but in no case less than one space. Handicapped spaces shall be designed according to ANSI Standard A 117 .1-1986. All handicapped spaces shall be identified with signs no smaller than nine inches wide by 12 inches high, posted four feet from the ground. When parking areas are paved, handicapped spaces shall also be identified by painted markings on the pavement. (b) In accordance with 30-A M.R.S.A. § 3009, owners of private off-street parking shall arrange for private enforcement or shall enter into agreements with the Ogunquit Police Department to enforce handicapped parking restrictions. (7) Additional requirements in the Shoreland Zones. [Amended 6-8-2021 ATM by Art. 9] (a) Parking areas shall meet the shoreline setback requirements for structures for the district in which such areas are located. The setback requirement for parking areas serving public boat launching facilities may be reduced to no less than 50 feet from the normal high-water line or upland edge of a wetland if the Planning Board finds that no other reasonable alternative exists. W Parking areas shall be designed to prevent stormv,,ater runoff from flowing directly into a water body and retain all stormwater runoff onsite.,--where feasibleg-te retain all runoff on site. (8) Except for transient accommodations and residential uses, the Planning Board may reduce the requirements of this section for the number of parking spaces where it is shown that the application meets one or more of the following standards: (a) Appropriate parking and loading spaces will be maintained sufficiently for the intended use, based on the availability of public transit, which can reasonably be expected to be utilized by sufficient numbers of customers or patrons of the use to justify the waiver request; (b) A public parking lots is located within 500 feet of the proposed use; ( c) Appropriate parking and loading spaces will be maintained sufficiently for the intended use, based on the availability of adequate and safe pedestrian facilities and crosswalks, which can reasonably be expected to be utilized by sufficient numbers of customers or patrons of the use to justify the waiver request; or ( d) The owner or operator of the proposed use will provide valet parking service for customers or patrons. [Amended 11-3-2009] (9) The Planning Board may require additional information to be provided by the applicant in support of any request for a waiver of parking requirements, including but not limited to: (a) Projections regarding how many customers or patrons will arrive at the proposed use at various times of day, by each possible mode of transportation; (b) Proposed hours, methods, and locations for the provision of valet parking; or ( c) Distance measurements and/or diagrams showing connections to pedestrian or Downloaded from https://ecode360.com/OG3870 on 2026-03-12 Page 184 of 188 Town of Ogunquit, ME § 240-6.1 § 240-6.1 hearing. The Land Use Office shall prepare a written certification of the date, time, and location when and where notices were mailed. In addition, the notice of the hearing shall be posted in at least three prominent public places within the municipality at least 10 days prior to the hearing. [Amended 11-3-2020 STM by Art. 3] G. The Land Use Office shall notify the Director of Public Works, Police Chief, and Fire Chief of the proposed subdivision application. The Board shall request that these officials review the application and comment upon the adequacy of their department's existing capital facilities to service the proposed development. The Land Use Office shall also notify the Conservation Commission and other appropriate boards, commissions and committees as required by the Code Enforcement Officer of the application, request comments on whether the application meets the standards of Town ordinances with respect to environmental matters, and invite the Commission to participate in any scheduled hearings. H. Within 30 days of a public hearing or within 60 days of finding the application complete if no hearing is held, or within such other time limit as may be otherwise mutually agreed to, the Planning Board shall take action to give preliminary approval, with or without conditions, or deny such preliminary plan. The reasons for any conditions required or the grounds for denial shall be stated upon the record of the Planning Board and shall be issued, in writing, to the applicant. [Amended 11-3-2020 STM by Art. 3] I. When granting approval of a preliminary plan, the Planning Board shall state the conditions of such approval, if any, with respect to: ( 1) The specific changes which it will require in the final plan. (2) The character and extent of the required improvements for which waivers of submissions or review standards may have been requested and which, in its opinion, may be waived without jeopardy to the public health, safety and general welfare. (3) The construction items for which cost estimates and performance guarantees will be required as a prerequisite to the approval of the final plan, pursuant to § 240-10. 9. J. Approval of a preliminary plan shall not constitute approval of the final plan, but rather it shall be deemed an expression of approval of the design· submitted on the preliminary plan as a guide to the preparation of the final plan. The final plan shall be submitted for approval by the Planning Board and for recording upon fulfillment of the requirements of these standards and the conditions of the preliminary approval, if any. Prior to approval of the final plan, the Planning Board may require additional changes as a result of further study of the project in final form or as a result of new information obtained at any public hearings. Downloaded from https://ecode360.com/OG3870 on 2026-03-12 Page 185 of 188 Town of Ogunquit, ME § 240- 7.3 § 240- 7.3 drainageways on or adjacent to the property to be subdivided. (11) The location, names, and present widths of existing and proposed streets, highways, easements, buildings, parks and other open spaces on or adjacent to the subdivision. The plan shall contain sufficient data to allow the location, bearing and length of every street line, lot line, and boundary line to be readily determined and be reproduced upon the ground. These lines shall be tied to reference points previously established. The location, bearing and length of street lines, lot lines and parcel boundary lines shall be certified by a professional land surveyor. The original reproducible plan shall be embossed with the seal of the professional land surveyor and be signed by that individual. (12) Street plans meeting the requirements of Article 10. (13) A stormwater management plan, prepared by a licensed professional engineer in accordance with the Stormwater Management for Maine: Best Management Practices, published by the Maine Department of Environmental Protection (most recent version). The Board may not waive submission of the stormwater management plan unless the subdivision is not in the watershed of a great pond, the proposed subdivision will not involve grading which changes drainage patterns, and the addition of impervious surfaces such as roofs and driveways is less than 5% of the area of the subdivision. [Amended 11-3-2020 STM by Art. 3) (14) An erosion and sedimentation control plan prepared in accordance with the Maine Erosion and Sedimentation Control Handbook for Construction: Best Management Practices, published by the Cumberland County Soil and Water Conservation District and the Maine Department of Environmental Protection, most recent version. The Board may not waive submission of the erosion and sedimentation control plan unless-the subdivision is not in the watershed of a great pond, the proposed subdivision will not involve grading which changes drainage patterns, and the addition of impervious surfaces such as roofs and driveways is less than 5% of the area of the subdivision. [Amended 11-3-2020 STM by Art. 3) ( 15) If applicable, the location of any streets, public improvements, or open spaces shown in the Comprehensive Plan or capital improvements program that fall within the boundaries of the proposed subdivision. (16) All parcels of land proposed to be dedicated to public use and the conditions of such dedication. Written offers to convey title to the municipality of all public ways and open spaces shown on the plan and copies of agreements or other documents showing the manner in which open spaces to be retained by the developer or lot owners are to be maintained shall be submitted. If proposed streets and/or open spaces or other land are to be offered to the municipality, written evidence that the Select Board is satisfied with the legal sufficiency of the written offer to convey title shall be included. (17) The boundaries of any flood hazard areas and the 100-year flood elevation as depicted on the municipality's Flood Insurance Rate Map shall be delineated on the plan. (18) Evidence that the applicant has the financial and technical capacity to implement the Downloaded from https://ecode360.com/OG3870 on 2026-03-12 Page 186 of 188 Town of Ogunquit, ME § 240-10.5. Storm drainage design standards. A. Adequate provision shall be made for disposal of all storm water collected in streets and areas tributary to the street system and underground water through ditches, culverts, under drain and/or stormwater drainage systems. (1) All stormwater systems shall be designed to meet the criteria of a twenty five year fifty year storm based on rainfall data from Weather Bureau records in Portland. [Amended 11-3-2020 STM by Art. 3] (2) Appropriate Industry standard conveyances for outlets to drainage systems must be provided. Asphalt coated steel culverts and asphalt coated steel pipes or equivalent shall be used 1Nhere drainage is required. (3) In any case, the minimum pipe size for any storm drainage pipe shall be 12 inches. Catch basins of an appropriate size and type shall be installed where necessary and shall be located generally at the curbline. Catch basins shall be placed away from the line of traffic flow; however, they shall be adequate in design and strength to accommodate vehicle traffic. B. Upstream drainage shall be accommodated by an adequately sized system for existing conditions and future potential development in the upstream drainage area or areas tributary to the proposed Town way. The adequacy of the proposed system(s) shall be determined by the Planning Board. C. Existing or future downstream drainage requirements shall be studied to determine the effect of proposed drainage. The applicant shall demonstrate to the satisfaction of the Planning Board that the storm drainage will not, in any way, overload existing or future storm drainage systems downstream from the proposed street. D. Where open ditches, channels, streams or natural drainage courses are used either to collect or discharge stormwater, adequately sized perpetual easements shall be provided and appropriate erosion control measures taken. No stormwater will be permitted to drain across a street or across an intersection. E. Under drainage systems. Where subsurface solids are of the nature to require an under drainage system, under drains shall be installed and discharged not to degrade the environment. An under-drainage system shall be installed to properly drain all springs or areas where the groundwater level is too high and would cause a hazard to the stability of the roadway base. Downloaded from https://ecode360.com/OG3870 on 2026-03-12 Page 187 of 188 Town of Ogunquit, ME § 240-10.6. Storm drainage construction standards. A. All material used for storm drainage construction shall be in conformity with State of Maine Specifications for Highways and Bridges, most recent version. In addition, the quality of stormwater flows off the street shall be addressed. Retention of the ½ ! inch from a storm event for 24 hours by an oil and gas separator catch basin (properly maintained) or other stormwater quality improvement measures may be necessary, as determined by the Planning Board, to minimize or eliminate sediments, hydrocarbons or other contaminants from the stormwater leaving the right-of-way. Whenever possible, low-impact development standards (LID) shall be incorporated into the site design. [Amended 11-3-2020 STM by Art. 3] B. General construction requirements. (1) Trenching shall be accomplished in accordance with all appropriate state and federal safety requirements. (2) Drain alignment shall be straight in both horizontal and vertical alignment unless specific approval of a curvilinear drainage is obtained, in writing, from the Planning Board. (3) Manholes shall be provided at all changes in vertical or horizontal alignment and at all junctions. In straight runs, manholes shall be placed at a maximum of 400-foot intervals. ( 4) When necessary, outlets shall be terminated in an end wall or concrete construction or shall be riprapped to prevent erosion or other appropriate measures taken. Facilities for energy dissipation shall be provided where necessary. Downloaded from https://ecode360.com/OG3870 on 2026-03-12 Page 188 of 188