Steve Wilkos, Chair Mark MacLeod, Vice Chair Fred Kelley Leslie Olear Michael Rubin Ogunquit Planning Board March 9, 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. February 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, Page 1 of 312Ogunquit Planning Board March 9, 2026 Page 2 it would be most helpful if you also offer a solution or solutions. Please begin 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. PUBLIC HEARING: THE HEADLESS HORSEMAN / LORI ECONOMOS – 731 Main Street Unit 2 – Map 12 Block 10-A. 5.2. THE HEADLESS HORSEMAN / LORI ECONOMOS – 731 Main Street Unit 2 – Map 12 Block 10-A – GB2/RR2/SLR/RP. Site Plan Review for Change of Use from Type 3 Restaurant to Barbershop. Planning Board Action: Review Public Hearing input, Approve, Deny, or Table the Application. 5.3. PUBLIC HEARING: GIRI ANCHORAGE PROPERTY LLC – 120 Shore Road – Map 6 Block 125. 5.4. GIRI ANCHORAGE PROPERTY LLC – 120 Shore Road – Map 6 Block 125 – LB/R. Site Plan Review for Change of Use from TA4 hotel guest rooms to massage studio suites. Planning Board Action: Review Public Hearing input, Approve, Deny, or Table the Application. 5.5. GIRI OGUNQUIT 719 INC/ OGUNQUIT RESORT – 719 Main Street – Map 12 Block 12 – GB2/RR2. Design Review Application to renovate pool area: new deck, pergolas, fire pits,walkways, fencing, and artificial turf. Planning Board Action: Review for Completeness, schedule Public Hearing and/or Site Visit if the Board determines it/they would be helpful. Approve, Deny, or Table the Application. 5.6. 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. Site Visit and Public Hearing held on 11-24-2025. Planning Board Action: Table Application. 5.7. 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 for Completeness, Review 6.6.C.3.a.20 Estimate of Traffic Generated, schedule Public Hearing, schedule Site Visit if the Board determines it would be helpful, Table the Application 5.8. 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 newly submitted amendment to application. Schedule Public Hearing for March 23, 2026. 6. NEW BUSINESS 6.1. There is no new business. 7. CODE ENFORCEMENT OFFICER BUSINESS TYLER MCOSKER 8. OTHER BUSINESS Page 2 of 312Ogunquit Planning Board March 9, 2026 Page 3 8.1. * Change One Family Residential (OFR) to Residential (R) in Ogunquit Zoning Ordinance, per State statute revisions. * Streamline Change of Use Process. * Amendment for Nonconforming structures. * A-Frame signs revisions. * Sheds revisions. * Remove the Design Review Requirement for Accessory Dwelling Units (ADU). * Storm Water Management language – Review proposed changes. Planning Board Action: Schedule Public Hearings – March 23, 202. 9. ADJOURN 10. POSTED AGENDA POSTED 3-2-2026 Page 3 of 312 TOWN OF OGUNQUIT PLANNING BOARD l-'2.\-2le SITE PLAN REVIEW APPLICATION \....or\ E.conorn~ ~\-\ec.K.5-:n PLEASE PRINT CLEARLY DATE REC'D: l - ~\- 'a\;, FEE PAID: Yes)Xl ~o 0 MEETII\G DATE w/ CEO 12/23/2025 TAX MAP: 12 BLOCK: -1-0-A- -- INITIAL PB HEARING DATE: 1/12/2026 ZONING DISTRICT GB2/RR2/SlBLR-P _ 18] SITE PLAJ\ REVIEW APPLICATION OOls and other waler bodies within or adjacent to the proposed X site plan. as well as an) other prominent natural Features. 6.6.C.3.a.10 )7or undeveloped, vacant areas not served by public water or sewer. a high-intensity soil survey by a certified soil scientist. X 6.6.C.3.a 11 The zoning district in which the proposed site plan is located and the location of any zoning boundaries affecting the site X plan. 6.6.CJ a.12 If any portion of the site is in a ilood-prone area. the boundaries or any flood hazard areas and the I 00-ycar llood elevation. as depicted on the municipality's Flood Insurance X Rate Map. shall be delineated on the plan. 6.6.CJ.a. I J Proposed deed restrictions. /\ copy of any proposed deed estrictions intended to cover all or part of the subject X property. 6.6.C.J.a.14 An indication of the type of sewage disposal to be used at the site ... ( and subsections a & b) X 6.6.C3a.15 /\n indication of the type of water supply systcrru«) to be used at the site ... (and subsections a. b. and c) X 6.6.C.J.a.16 The location, names. and present widths of existing streets. highways. easements, building lines. parks and other open X spaces on or adjacent to the site. 6.6.C.J a.17 The width and location of any streets. public improvements or open space shown upon the Official Map and the X Comprehensive Plan. if any. within the site 6.6 C.Ja.18 [Ihe location of any open space to be preserved and a k!cscription of proposed ownership. improvement and X management. 6.6.C.J a.19 A hydrogcolugic assessment prepared b) a certified geologist or licensed professional engineer. experienced in hydrogeotogy. when the site is not served b)· public water and sewer and where site considerations or development design indicate greater potential of adverse impacts on ~roundwah:r qualil}. Such considerations ma~ include. hut X shall not be limited to. extensive areas of shallow lo bedrock soil-, or the proposed use of shared or common subsurface wastewater disposal systems. 2 Page 9 of 312 6.6 C.J .a.20 Es1imnr,: of traffic generated. f\n estimate of the amount and type of vehicula: traffic 10 he generated on a dnil) buxis and at peak hours. 1 rip generation rates used shall be taken from rho: most recent available edition of the Trip Generation vtanual. published by the Institute of l'ransportarion Engineers. Trip generation rates from other X sources ma) be used if the applicant demonstrates that these sources better reflect local conditions ... (sec f'ull texl of his submission requirement in the Ogunquit Zoning Ordinance) 66.CJ a21 Traffic impact analysis .. (sec 11,ll tc,t of this subrnissinn X eqr.irerncnt in the Ogunquit 7.nning Ordinance) 6.6 C.J.a n Wildlife habitat Meas. t see full text of:his submission requirement in the Ogunqurt Zoning Ordinance) X 6.6.l'.).d.2] Historic or archaeological sites ... rsec full text of this submission requirement in the Ogunquit Zoning Ordiuance ) X 6.6.C 3 a.24 Parking. drivcwuy and strcer plans. i11 sufficient detail to meeting the standard, of this chapter. X 6.6.C.3 .a.25 A stormwarcr management plan {sec full IC'-t of this submission requirement in the Ogunqui: Zoning Ordinance) X 6.6.c.3 a 26 An erosion and sedirnentarion control plan. (see lull text of his submission requirement in the Ogunquit Zoning X Ordinance) 6.6.c.J.a.27 If applicable. the location ofany streets. public rnprovernents. or open spaces shown in the Comprchensi ve X Plan or capital improvements program that fall within the boundaries of the proposed site. 6.6.C.3 a.28 All parcels of land proposed lu be dedicated to public use ...... (sec full text or this subrnission requirement in the X Ogunquit Zoning Ordinance) 6.6.C.3 .a.29 [The location and method of disposal for land clearing and onstruction debris. X 6.6.C.J.a.30 The construction items for which cost estimates and performance guarantees will be required as a prerequisite to ~h.: approval of the: t1nal plan. pursuant to~ 225-4.9 or this X hapter. 6.63 Ca.JI Permits from state or lcderal authoritiex ... including subsec1ions a_ b. c. d. e, and f. ... (sec full text uf Ibis X ~ubmission r~4uir.:111cn1 in the Ogunq11i1 Zoning Orcfinan<.:c) AT THE TIME OF APPLJCATIO'.\' SUBMISSION. AN ELECTRONIC COPY OF A COMPLETE APPLICATION PACKET SHOULD BE E-MAILED TO THE PLANNING BOARD ADMINISTRATIVE ASSIST ANT, AND SHOULD INCLUDE A SIGNED COPY OF THIS FORM. In addition to the above - · The Planning Board may require additional documentation and/or information as it deems necessary during the application review process. NO APPUCATIO\ WILL BE-: SCHff)l!U-J) TO 00 BEFORE Tl IE PL/\N'-:11',;G ROA RD lJl\Tll. THE CODE EI\FORCEMENT OFFICER HAS REVIFWED A\ APPLICATIO'-i PACKET AND SIGNED T ll!S FOR!'vf 1 Cod/4:nforcement Officer Date J Page 10 of 312 Property Location 731 MAIN ST Map\O 012/010/00NI Bldg Name State Use 0340 v,s,on ID 1726 Account# 1773 Bldg# 1 Sec# 1 of 1 Card# 1 of 1 Print Date 9/812025 2:57:47 PM -~--:".i:miii&V9Wii#R~·· TIPU '/r .. -:,·1r 4 fRolling · · -[2 [Pu6lic Water I 1 (Paved 14 I Bus. D1stnct I Description Code Appraised Assessed OGUNQUIT PROPERTIES PARTNER 4520 ! RE SID NTL 0112 299,400 299.400 RES LAND 0112 422,350 422,350 _.._~----,RESIDNTL PO BOX 1801 0112 10,300 10,300 OGUNQUIT, ME AltPiciTD COMMERC. 0340 299,400 299,400 ,-...-------; BLDG CO COMMERCIAL RENTS # BEDS-T COM LAND 0340 422,350 422,350 LANDCO 2 OGUNQUIT ME 03907-1801 SEPTIC P COMMERC. 0340 10,300 10,300 1ST YRT CONDO A LAST YR T TIMESHA TA1? BEA PASS YES VISION! GIS ID 1726 Assoc Pid# Total\ 1,464,1001 1,464,100 i UIIIYR·J·i'' ,"'<"7:.~ 7 A, __ -- - - ..... ~. je 1,500,000 I oo I Year I Code I Assessed I Year I Coe"· Ass· es·- s· ed·, I' Y" ear A • ' ~- OGUNQUIT PROPERTIES PARTNERSHIP LL 1806916 10-10-2019 Q RIVERBROOK PARK AND SALES, INC. 15553 0298 01-23-2009 u 900,000 I oo I 202s I 0112 I 299,400 I 2024 I 0112 301.000 I 2023 OGUNQUIT MOTEL CORP P1159 0225 422,350 0112 i 422.,3s5o0 i i 0112 1· 422,3so I 10,300 01112 I 10.,300 I I 0112 10,300 ! 299,400 0340 I 301,000 I I 0340 I 301,000: .,,,,..,..,,,.,... ............ ,.,...,,.. ......... ! Total 1,464,100 Total 1,467.300 Total! 1,467 ,3QO• )- This sigl'\ature ackn<:::IIM&dges a VISll by a Da1a Collector 0< Assessor ! Year Cooe I Oescriplion Amou nt Code Description Number Amou nt Comm In! i I ' Appraised Bldg. Value (Card) 590,8001 Total 0.00 Al --=--------.----- ....... ----1Appraised Xf (B) Value (Bldg) 8,000j Nbhd Nhhn N;im,, 8 · ·-··- · ·-···- I I Tracing I Batch !Appraised Ob (8) Value (Bldg) 20,600i iI 0001 I I Appraised Land Value (Bldg) 844,7001 I1-= ST:-:-:-OR=:-ES +--: AP~AR---TME=-=NTc::--S -IA- --------==4.2~0 • -EST- BP-2D-1-7 =- 50%-UC- 4.1-.20-, --------i Special Land Value O! : SUITE 1. COASTAL GENERAL CONSTRUCTION CHECK FALL 2020 Total Appraised Parcel Value 1,464.100: I SUITE 2. OGUNQUIT HOUSE OF PIZZA 11.10. BP20-17 COMPLETE, NVC Valuation Method C . SUITE 3. WISHY WASHY LAUNORAMA TT SUITE 4. COASTAL GENERAL CONSTRUCTION I ; 8 RENTALAPTS Total Appraised Parcel Value 1.464,100 I r --- --- --- . 1/ISH 7 Permit Id Descri tion Amou nt ~-%C CO Date Comments ate Id T Is Cd I Purpost/Result ,25-017 Building Penni 10,000 100 04-23-2025 REMODEL INTERIOR OF RE 05-22-2025 MM 27 BP • At Door :24-031 Internal Plumb 100 02-25-2025 RESIDENTIAL UNIT REMOD 04-22-2022 MO 26 BP· Ext 124-006 Building Perm, 20,000 100 02-25-2025 INSTALL 2 NEW WINDOWS 03-14-2022 PRM 16 Field Review :22-037 Internal Plumb 100 REMODEL 02-13-2022 ET 16 Field Review i22-028 Internal Plumb 100 RESIDENTIAL UNIT REMOD I 11-04-2020 MO 26 BP· Ext :21-116 100 110-01.2021 REMODEL KITCHEN ANO BA I 05-07-2020 KF 75 MLS REVIEW i21.c113_ 00 10.01-'.J/1?1 ·-· ·r,ni=t 1<1Tr.1-1i=111 Allln RA 04./17.'.J/l?n Mn ?R RP. !=vt 1 , 8, I Use Code j Descnpuoo Zone I land Type Land Units Unit Price I 1. Factor I Site Index I Cond. I Nbhd. I Nhbd Adj Notes T Location Adjustment I Adi Unit Pric Land Value I 0340 !OFFICE BLDG I RP I 43.5601 SF 5.4613.50000 K i.oo I 50 1.000 SLR/ RP 01 19.11 832,400 '1 0340 OFFICE BLDG I RP: 0.410 AC 10,000.00 300000 J 1.00 50 1.000 SLR & RP 0 30,000 12,3001 i I I I _Tota.t_~~d !:,and hJ.ni~r==1.:.4.iLACJ f:ar~~_Tota!_ha,:,sl_Area.J1.41 ( -----------···-·-----"T:Q~. Such considerations ma: include. but V shall not be limited to. extensive areas of shallow to bedrock soils or the proposed use of shared or common I SU bsurtace wastewater disposal systems. I I I 2 I Page 33 of 312 6.6.C. 3.a.20 Estimate of traffic generated. An estimate of the amount and type or· vehicular traffic to be generated on a daily basis and at peak hours. Trip generation rates used shall be taken from the most recent available edition of the Trip Generation Manual. published by the Institute of Transportation Engineers. Trip generation rates from other sources may be used if the applicant demonstrates that these sources better reflect local conditions ...... (see full text of V his submission requirement in the Ogunquit Zoning Ill Ordinance) 6.6.C.3.a.21 Iraffic impact analysis ... (see full text of this submission requirement in the Ogunquit Zoning Ordinance) v 6.6.C.3.a.22 Wildlife habitat areas. (see full text of this submission requirement in the Ogunquit Zoning Ordinance) v 6.6.C.3.a.23 Historic or archaeological sites ... (see full text of this submission requirement in the Ogunquit Zoning Ordinance) V 6.6.C.3.a.24 Parking. driveway and street plans. in sufficient detail to meeting the standards of this chapter. V ,I 6.6.C.3.a.25 A stormwater management plan ... (see full text of this submission requirement in the Ogunquit Zoning Ordinance) V 6.6.c.3.a.26 An erosion and sedimentation control plan ... (see full text of his submission requirement in the Ogunquit Zoning Ordinance) V 6.6.c.3.a.27 Ir applicable. the location of any streets. pub I ic improvements. or open spaces shown in the Comprehensive Plan or capital improvements program that fall within the V ! boundaries of the proposed site. 6.6.C.3.a.28 All parcels of land proposed to be dedicated to public use ...... (see full text of this submission requirement in the Ogunquit Zoning Ordinance) V 6.6.C.3.a.29 The location and method of disposal for land clearing and I construction debris. v 6.6.C.3.a.30 The construction items for which cost estimates and performance guarantees will be required a~ a prerequisite to the approval of the tinal plan. pursuant to~ 225-4.9 of this .hapter. v 6.6.3.C.a.3 l Permits from state or federal authorities ... including subsections a b. c. d. e. and f ...... (see full text of this submission requirement in the Ogunquit Zoning Ordinance) V i AT THE TIME OF APPLICATION SUBMISSION,, AN ELECTRONIC COPY OIF A COMPLETE APPLICATION PACKET SHOULD BE E-MAILED TO THE PLANNING BOARD ADMINISTRATIVE ASSISTANT, AND SHOULD INCLUDEA SIGNED COPY OF THIS FOIL"\-1. In addition to the above - The Planning Board may require additional documentation and/or information as it deems necessary during the application review process. NO APPUCATION WILL BE SCHEDULED TO GO BEFORE THE PLANNING BOARD UNTIL THE CODE ENFORCEMENT OFFICER HAS REVIEWED AN APPLICATION PACKET AND SIGNED THIS FORM! Code Enforcement Officer 3 Page 34 of 312 Trustees: Cory Chase (Wells) Kennebunk, Kennebunkport June D. Huston (Kennebunk) James E. Burrows (Kennebunkport) & Wells Water District Frederick A. Lynk (Ogunquit) Roger M. Paradis, Superintendent Proua{y servinq since 1921 Wayne A. Brockway, Treasurer January 23, 2026 Chris Hubbard Giri Anchorage Operating LLC 120 Shore Road Ogunquit, Me 03907 Subject: 120 Shore Road Ogunquit map 6 lot 125 Dear Mr. Hubbard: This letter is to inform you that near the above location an adequate domestic water supply is available from the District's 12-inch water main along Shore Road. Water pressure in this area typically averages approximately 65 PSI. For fire suppression purposes approximately 1200 gallons per minute at 20 PSI residual pressure is available near this location. This figure is an estimate for planning purposes only. An actual field test should be performedby the owner's agent prior to designing any fire suppression system. The owner may be assessed an appropriate share of the costs of system expansion which will include but may not be limited to a System Development Charge, based upon meter size and/or anticipated water consumption, as approved by the Maine Public Utilities Commission. The property is currently served by a l" domestic and 5/8" meter. If new units are added or upgraded service is needed to meet any additional demand that may result from this change of use, the owner will be allowed to request one pursuant to the District's rules and regulations in effect at that time. Keep in mind all units must be metered separately with individual outside shut-offs or in a District approved common space on a manifold. Please call if you have any additional questions. Sincerely, Assistant Distribution Manager 92 Main Street, P.O. Box BB, Kennebunk, ME 04043 Phone 207-985-3385, Fax 207-985-3702 Visit us at www.kkw.org Page 35 of 312 Address: PO Box 934 Offrce: 207.646.2028 Og~nquit, ME 03907 Ptanl: 207.646,3271 Em1.1H: [nfo®!?iJ°unqullsew~rdistrict.0/g Fair: 207.646.8783 Web: www.os,unqultiewerdlstrlcL~rg January 23, 2026 Chris Hubbard 74 Main Street Ogunquit, ME 03907 Re: 120 Shore Road, Ogunquit, Maine, MBLU: 6-125 Dear Chris, The Ogunquit Sewer District has reviewed your request for sewer availability at 120 Shore Road, Ogunquit, Maine, MBLU: 6-125. Based on our analysis, it has been determined that there is capacity available to handle the anticipated discharge from your proposed project to change the use of the property from a hotel to a massage parlor/spa. It should also be noted that there will be an impact fee due for this project of $3,800. This will be billed after the building permit is issued and will be due prior to issuance of the occupancy permit. Should you have any questions, please feel free to call me at 207-646-3271 or email me at alex.buechner@ogunquitsewerdistrict.org. Sincerely, Alex Buechner Superintendent AB:pb Page 36 of 312I Kam Lesh Amin, give Chris Hubbard permission to apply and act as a representative of our company for this design review and any building permits needed. Thank you, ~ Page 37 of 312 Anchorage by the Sea (Graham House) Parking/Traffic Since we are losing four rooms we will be gaining four parking spaces. They will sit right outside of the house for easy access and convenience for our customers. We are opening this massage studio to cater to 90% to our hotel customers and approximately 10% to the general public. Traffic from the general public we anticipate maybe 1-2 cars per day at most. Page 38 of 312 NANCY E HAMMOND, REGISTER OF DEEDS E-RECORDED Bk 19216 PG 511 Instr# 2023008489 03/31/2023 01:02:50 PM Pages 7 YORK CO DLN # 1002340230207 WARRANTY DEED KNOW ALL PERSONS BY THESE PRESENTS, that AMIO, LLC, a Maine limited liability company, having a mailing address of 125 Shore Road, Ogunquit, Maine 03907 ("Grantor"), for consideration paid grants to GIRI ANCHORAGE PROPERTY LLC, a Maine limited liability company, with an address of 2300 Crown Colony Drive, Suite 203, Quincy, Massachusetts, 02169 ( an Eighty-five (85.00%) Percentage Interest), and PVG PLYMOUTH LLC, a Massachusetts limited liability company, with an address of 2300 Crown Colony Drive, Suite 203, Quincy, Massachusetts, 02169 (a Twelve (12.00%) Percentage Interest), and SHREEJI REALT Y LLC, a Massachusetts limited liability company, with an address of2300 Crown Colony Drive, Suite 203, Quincy, Massachusetts, 02169 (a Three (3.00%) Percentage Interest) (hereinafter together, "Grantee"), with WARRANTY COVENANTS, certain real estate, including the buildings and improvements thereon, in the Town of Ogunquit, York County, Maine, bounded and described as follows: Parcel One: A certain lot or parcel of land, with all improvements thereon, situated in Ogunquit, in the County of York and State of Maine, on the Easterly side of Shore Road, so-called, sometimes known as Front Street, bounded and described as follows, to wit: Beginning on the Easterly side of Shore Road by land formerly of Moses Littlefield; thence RUI\TNING easterly By said land formerly of said Moses Littlefield, one hundred (100) feet to land now or formerly of the heirs of C. C. Hoyt; thence northerly on a line which is about parallel with said Shore Road, one hundred forty-five (145) feet to land now or formerly of 0. I-I. Littlefield; thence Westerly by said land now or formerly of 0. H. Littlefield, one hundred (100) feet to said Shore Road; thence Southerly by said Shore Road one hundred sixty (160) feet to the point of beginning. Said lot being enclosed by a substantial stone wall, the comers of which having been established by Mr. Roland W. Libby, Civil Engineer, August 28, 1914. 1 20240788.3 Page 39 of 312 This conveyance is made subject to a certain reservation for a right of way as more fully set forth in a quitclaim deed from John W. Peck, et al, to Edith W. Peck, dated October 20, 1914 and duly recorded in the York County Registry of Deeds, Book 634, Page 25, as may be legally applicable thereto. Parcel Two: Also, a certain lot or parcel ofland, with the buildings thereon, situated in Ogunquit, York County, Maine, at the intersection of Obeds Lane, and Kings Highway, so-called, bounded and described as follows: Beginning at said intersection; Thence southwesterly by said Kings Highway 196 feet, more or less, to land formerly of Graham now of Ramsey Corp. or owner unknown; Thence westerly by said land 116.6 feet to other land formerly of Graham, now of Ramsey Corp. or owner unknown; Thence N 7° 5' W by said land 42 feet, more or less, to a point; Thence westerly by said land 112 feet, more or less, to Graham Lane, so-called; Thence N 16° 21' W by said land 80 feet, more or less, to said Obed's Lane; Thence northeasterly by said Lane 288.63 feet to the point of beginning. Parcel Three: A certain lot or parcel of land, with the buildings thereon, situated in the Town of Ogunquit, County of York and State of Maine, bounded and described as follows: Beginning at a point on the easterly side of Front Street, so-called, in said Ogunquit, said point being the southwesterly corner of land conveyed to Ada L. Knapp and M. Virginia Knapp by Manufacturers Trust Company and William H. Seibert, as successor Trustees of the Estate given in trust for the benefit of Maria P. Hoyt, et al, under Will of Charles C. Hoyt, late of Greenfield, Massachusetts, deceased, pursuant to license granted by Hon. Hiram Willard, Judge of Probate within and for the County of York, State of Maine, dated January 12, 1945; thence southerly along the easterly side of said Front Street one hundred thirty-six and 89/100 (136.89) feet, more or less, to land formerly of one Allerton and hereinafter set forth as "Allerton Lot"; thence easterly along the northerly line of the Allerton lot, which line makes an included angle of 85° 19' with the last described line, ninety-eight (98) feet; thence southerly along the easterly line of the 2 20240788,3 Page 40 of 312 Allerton Lot, which line makes an included angle of 269° 72' with the last described line, one hundred fourteen (114) feet to the southeasterly corner of Allerton Lot; thence easterly along the northerly side of a Private Way and by a line which makes an included angle of 83° 25' with the last described line three hundred ninety-five and 51/l 00 (395.51) feet to an iron pipe driven into the ground; thence northeasterly by other land of now or formerly of Charles C. Hoyt and along a line which makes an included angle of 155° 40' with the last described line one hundred eighty-five and 22/100 (185.22) feet to an iron pipe driven into the ground at the top of the bank, said iron pipe being three hundred fifteen (315) feet, more or less, southeasterly from the southerly line of said land of Ada L. Knapp and M. Virginia Knapp, said distance of 315 feet being measured along the top of said bank; thence northeasterly in continuation of the last mentioned course to the Ogunquit River, or to the ocean, or so far northeasterly as this grantor may own; thence northwesterly along said river or ocean, as the case may be, to said land of Ada L. Knapp and M. Virginia Knapp; thence southwesterly along said land of Ada L. Knapp and M. Virginia Knapp to an iron pipe driven into the ground at the top of the bank; thence southwesterly and continuing along said land of Ada L. Knapp and M. Virginia Knapp 456.1 feet, more or less, to the point of beginning. Together with a right of ingress and egress to and from Front Street over a Private Way thirty (30) feet in width, said Private Way running from Front Street along the Southerly line of the Allerton Lot, and continuing along the Southerly line of the land herein conveyed a distance of 3 81 feet. Subject, however, to whatever right, if any, the Village of Ogunquit and the public, or either, may have to a continuous right of way ten feet in width, running across said property and along the top of said bank, said right of way having for its easterly boundary the top of said bank as such top may at any time exist. Subject to whatever rights, if any, the owner of said Allerton Lot, their heirs and assigns, may have in the stone wall which stands partly on said Allerton Lot and partly on the land herein conveyed, also in the land under said wall. Subject to the following covenants and restrictions, to wit: That neither the grantee, nor its successors and assigns, or under-tenants, shall or will erect, suffer, permit or cause to be erected any building or buildings to be used for any purpose other than a hotel (with the privilege of using the whole or any part of the lower floor of said hotel as a Gift Shop) or a private dwelling on that part of the land covered by this contract which lies easterly of a line running northerly from the northeasterly comer of the "Allerton Lot" and parallel to the easterly side of Front Street to land of Ada L. Knapp and M. Virginia Knapp. The phrase "private dwelling" shall not be construed to prevent buildings containing more than one dwelling unit or to prohibit the renting of furnished rooms. 3 20240788.3 Page 41 of 312 Parcel Four: A certain lot or parcel of land situated in Ogunquit, County of York and State of Maine, and bounded and described as follows, to wit: Beginning on the westerly side of Main Street, known as the Shore Road, at the southeasterly comer of land herein conveyed and the northeasterly corner of land of Minnie L. Farwell, and running thence in a westerly direction by said land of said Farwell one hundred and six feet thence in a northerly direction by other land of said grantee one hundred and fifty nine feet, more or less, to land that Frank T. Rendall purchased from Nehemiah P. N. Jacobs in 1930, recorded in Book 810, Page 398; thence in an easterly direction by said land that Frank T. Rendall purchased of said Nehemiah P. N. Jacobs one hundred and sixteen feet, more or less, to said Main Street, in which said line a telegraph pole now sets; thence in a southerly direction by said Main Street to the point of beginning. Parcel Five: A certain lot or parcel of land situated in Ogunquit, County of York and State of Maine, and bounded and described as follows, to wit: Beginning at a point in the southerly side of Obeds Lane, so-called, said point being one ·hundred sixty-six and 45/100 (166.45) feet westerly from the westerly side of the King's Highway, so-called; thence westerly by said Lane one hundred twenty-two and 18/100 (122.18) feet; thence South 16° 21' East at right angles to said Lane one hundred forty-six and 46/100 (146.46) feet thence South 1 ° 25' West two hundred forty-one and 03/100 (241.03) feet to the Parsonage Lot; thence North 79° 37' East by said Parsonage Lot ninety-nine and 57/100 (99.57) feet to the southwesterly comer of land now or formerly of one Farwell; thence northerly by the fence and land of said Farwell eighty-eight and 50/100 (88.50) feet to the southwesterly corner ofland now or formerly of Helen T. Graham; thence northerly by the said Helen T. Graham's other land one hundred fifty• nine (159) feet to the northerly side of a stone monument set in the ground, said stone being one hundred sixteen and 60/100 (116.60) feet westerly from the westerly side of said King's Highway; thence from said stone north 7° 5' West one hundred fifty-two (152) feet to said Lane, and point of beginning. The last mentioned point being on the easterly side of an elm tree of considerable size. Also such right of way appurtenant to any part of the lot herein conveyed, over and across the fifty (50) foot proposed way adjoining the lot herein conveyed on the westerly side thereof which said proposed way is within the limits of what is called "Sparhawk Park". EXCEPTING THEREFROM, however, a certain lot or parcel of land being bounded and described as follows: Beginning at a point in the southerly side of Obed's Lane, so-called, said point being one hundred sixty-six and 45/100 (166.45) feet westerly from the westerly side of the King's 4 20240788.3 Page 42 of 312 Highway, so-called; thence westerly by said Lane one hundred twenty-two and 18/100 (122 .18) feet to a point and the Easterly sideline of Graham Lane, so- called; thence S 16° 21' E and at right angles to said Obed's Lane eighty (80) feet, to a point; thence Easterly one hundred twelve (112) feet, more or less, to a point southerly of a garage and bakery situated on other land of Helen T. Graham, (which point also lies forty-two (42) feet, more or less, on a course of N 7° 05' W by said Graham land a distance of one hundred ten (110) feet, more or less, to the southerly side of Obed's Lane and the point of beginning. Parcel Six: A certain lot or parcel of land, situated the Ogunquit, in the County of York and State of Maine, and being bounded and described as follows: Beginning at a point on the southeasterly side of land conveyed by Sturdevant Woodruff and Chamberlain H. Woodruff and Manufacturers Trust Company, as surviving successor Trustee of the Estate given in trust for the benefit of Maria P. Hoyt, et al, under the Will of Charles C. Hoyt, late of Greenfield, Massachusetts, to Helen T. Graham by deed dated April 21, 1953 and recorded in the York County Registry of Deeds in Book 1236, Page 383 on April 29, 1953, said point being marked by an iron pipe driven into the ground at the intersection of the southeasterly line of property conveyed to said Helen T. Graham and the top of the bank facing the Ogunquit River, or the ocean, as the case may be, (and being Parcel Three herein above described); thence southwesterly along the southeasterly line ofland of said Helen T. Graham one hundred eighty-five and 22/100 (185.22) feet to an old iron driven into the ground and a reserved street; thence southeasterly along the northeasterly line of said reserved street and making an included angle with the last described line of 75° 24' a distance of one hundred thirty-nine and 93/100 (139.93) feet to another iron driven into the ground and other land of now or formerly of said Helen T. Graham; thence northeasterly and by a line which makes an included angle of 92° 51' with the last described line a distance of one hundred ninety-three and 59/100 (193.59) feet to the top of the bank facing the Ogunquit River or the ocean as the case may be; thence in a northeasterly direction in a continuation of the last mentioned course to the Ogunquit River, or to the ocean, or so far northeasterly as Grantor may own; thence northwesterly along said river or ocean, as the case may be to said other land now or formerly of the said Helen T. Graham; thence southwesterly along said land of Helen T. Graham to an iron pipe driven into the ground at the top of the aforesaid bank and the point of beginning. All the above described premises are conveyed subject to a right of way as described in instrument given by the said Helen T. Graham to the Ogunquit Village Corporation dated November 15, 1965 and recorded in the York Registry of Deeds in Book 1689, Page 207 insofar as the same may affect said premises. Also the above described premises are conveyed subject to whatever other easements or rights of way may exist of record. 5 20240788.3 Page 43 of 312 Parcel Seven: A certain lot or parcel of land, with the buildings thereon, situated in Ogunquit, in the County of York and State of Maine, bounded and described as follows: Beginning at an iron pipe driven into the ground on the southerly side of Marginal A venue, so-called, at the northeasterly corner of land conveyed by William R. Ferguson to Phillip W. Woodworth by deed dated September 25, 1947 recorded in Book 1102, Page 341; thence South 9° 30' East by said Woodworth land one hundred sixty-four and forty-six hundredths (164.46) feet to an iron pipe driven into the ground and land of owners unknown; thence North 81 ° 11' East by said land of owners unknown one hundred three and two hundredths (103.02) feet to an inn pipe driven into the ground and land now or formerly of one Graham; thence North 1 ° 11' East by land of said Graham one hundred eighty-one and seventy-six hundredths (181. 76) feet to an iron pipe driven into the ground on the southerly side of said Marginal Avenue; thence South 73° 30' West by said Avenue one hundred thirty-seven and sixty-eight hundredths (137.68) feet to the point of beginning. The above bearings refer to the 1930 Magnetic Meridian. Meaning and intending to convey and hereby conveying a portion of the premises conveyed to Grantor by Quitclaim Deed of Michael R. Ramsey dated April 25, 2002, and recorded at the York County Registry of Deeds at Book 11617, Page 084. Signature Page Follows 6 20240788.3 Page 44 of 312 Executed ,this.l!_ day of ~j_,.__ , 2023. AMIO,LLC By :....____Q_(j_ Michael R. Ran STATE OF NEW HAMPSHIRE COUNTY OF ROCKINGHAM On this the V°day of ~~ , 2023, before me, the undersigned officer; personally appeared Michael R. Ramsey, duly authorized Manager of AMIO, LLC, who acknowledged that he executed. the foregoing instrument for the purposes stated therein contained on behalf of'the company. Q~;t~ My Commission Expires: ROBERTA L MU l'fotaryPllbJic-N~w Ha~~!~, Mv Commiulon f)(pir~s re June 3Q, 2026 7 20240788.3 Page 45 of 312 Property Location 120 SHORE RD Map ID 006/ 125/ / / Bldg Name State Use 3000 Vision ID 1971 Account# 2024 Bldg# Sec# 1 of Card# 1 of 2 Print Date 9/8/2025 4:00:33 PM CURRENT uWNER toeo UTILITIES .:,1'RTIROAD LOCATION CUtctcCIVIASSES::.MENT GIRi ANCHORAGE PROPERTY LLC 4 !Rolling 2 Pubic Water 1 Paved 2 [Suburban Description Code Appraised Assessed 4520 I 3 Public Sewer I COMMERC. 3000 2,576,400 PVG PLYMOUTH LLC & SHREEJI RE 2,576,400 I I COM LAND 3000 859,600 859,600 S!. . ,-NTALDA,A 2300 CROWN COLONY DR SUITE 20 COMMERC. 3000 22,400 22,400 OGUNQUIT, ME Alt Prcl ID IA 1 l..,t:K I BLDG CO 1 FAMILY #BEDS-T LAND CO 2 SEPTIC P QUINCY MA 02169 1STYRT CONDO A LASTYRT TIMESHA TA 1? BEA PASS VISION GIS ID 1971 Assoc Pid# Total 3,458,400 3,458,400 RECORD OF OWNERSHIP BK-VOL.JPA GE SALE DATE QIU vn SAU:PR/CE vc enevtous ASSES::iN ENTS (NIS I IJl'I' T. GIRi ANCHORAGE PROPERTY LLC 19216 511 03-31-2023 u I 45,000,000 1 Year Code Assessed Year Code Assessed Year Code Assessed AMIO LLC 5317 0257 u V 0 2025 3000 2,576,400 2024 3000 2,535,100 2023 3000 2,535,100 3000 859,600 3000 859,600 3000 859,600 3000 22,400 3000 22,400 3000 22,400 Total 3,458,400 Total 3,417,100 Total 3,417,100 EXEMPTIONS OTHER ASSESSMENTS This signature acknowledges a visit by a Data Collector or Assessor Year Code Description Amount Code Description Number Amount Comm Int APPRAISED VALUE SUMMARY Appraised Bldg. Value (Card) 2,398,800 Total 0.00 ASSESSING NEIGHBORHOOD Appraised Xf (B) Value (Bldg) 177,600 Nbhd I Nbhd Name B Tracino I Batch Appraised Ob (B) Value (Bldg) 22,400 0001 I I 35g,500 NOTES Appraised Land Value (Bldg) "LIGHTSHIP" 23 UNITS Special Land Value 0 OPERATRED AS PART OF ANCHORAGE HOTEL Total Appraised Parcel Value 3,458,400 252SF FOP = TRELLIS Valuation Method C SPLIT ZONING LBD/RD Total Appraised Parcel Value 3,458,400 BUil.DiNG PERMIT RECORD VISIT /CHANGE HISTORY Permit Id Issue Date lype Descriotion Amount Asng lnsp D Asng % C CO Date Comments Date Id TVOP Is Cd PuroosUResult 25-014 02-18-2025 PLI Internal Plumb 0 REMODEL IN GRAHAM HOU 07-17-2025 MM 16 Field Review 25-001 01-03-2025 PLI Internal Plumb 0 BATHROOM REMODEL: SHO 04-25-2023 AM 47 Change/Legal Ownership 02-13-2022 ET 16 Field Review 06-02-2017 SC 07 Measur/lnfo/Dr Info Taken 01-05-2017 SG 02 Measur & 2 Visit - Info Car 07-27-2007 CF 16 Field Review m-zo-zons PM 00 IM""""' & I isl LAND LI/Vt:: VALUAIIUN St::1,;110N B Use Code Description Zone Land Type Land Units Unit Price I. Factor Site Index Cond. Nbhd. Nhbd Adj Notes Location Adjustment Adj Unit Pric Land Value 1 3000 HOTEL LB 37,ag7 SF 6.05 1.50000 G 1.00 80 2.500 0 22.68 859,600 Total Card Land Units 0.87 AC Parcel Total Land Area: 0.87 Total Land Value ess.soo Page 46 of 312 Property Location 120 SHORE RD Map ID 006/ 125/ / / Bldg Name State Use 3000 Vision ID 1971 Account# 2024 Bldg# 2 Sec# 1 of Card# 2 of 2 Print Date 9/8/2025 4:00:37 PM I c:;uRrccTY, vvrNER T0~u UTILITIES STRTIR0AD LOCATION vuRRENT ASSESSMENT GIRi ANCHORAGE PROPERTY LLC 4JRotting 2 Pubic Water 1 Paved 2 [Suburban Description Code Appraised Assessed 4520 I 3 Public Sewer I COMMERC. 3000 PVG PLYMOUTH LLC & SHREEJI RE 2,576,400 2,576,400 I I COM LAND 3000 859,600 859,600 SUPPLcMENTAL DATA 2300 CROWN COLONY DR SUITE 20 COMMERC. 3000 22,400 22,400 OGUNQUIT, ME Alt Prcl ID TA 11.;t:KI BLDG CO 1 FAMILY # BEDS-T LAND CO 2 QUINCY MA 02169 SEPTIC P 1STYRT CONDO A LASTYRT TIMESHA TA 1? BEA PASS VISION GISID 1971 Assoc Pid# Total 3,458,400 3,458,400 RECORD OF OWNERSHIP BK-VOL/PAGE SALE DATE QIU vn SALE PRICE vc PKEVIUUS ASSESSMETY IS (HIS I UK r ' GIRi ANCHORAGE PROPERTY LLC 19216 511 03-31-2023 u I 45,000,000 1 Year Code Assessed Year Code Assessed Year Code Assessed AMIO LLC 5317 0257 u V 0 2025 3000 2,576,400 2024 3000 2,535,100 2023 3000 2,535,100 3000 859,600 3000 859,600 3000 859,600 3000 22,400 3000 22,400 3000 22,400 Total 3,458,400 Total 3,417,100 Total 3,417.100 EXEMPTIONS C THER ASSESSMENTS This signature acknowledges a visit by a Data Collector or Assessor Year Code Description Amount Code Description Number Amount Comm Int APPRAISED VALUE SUMMARY Appraised Bldg. Value (Card) 2,398,800 Total 0.00 ASSESSING NEIGHBORHOOD Appraised Xf (B) Value (Bldg) 177,600 Nbhd I Nbhd Name B Tracing Batch I I Appraised Ob (B) Value (Bldg) 22,400 0001 I I I 859,600 - NOTES Appraised Land Value (Bldg) ORIS USE SFR Special Land Value 0 OPERATED AS PART OF ANCHORAGE HOTEL Total Appraised Parcel Value 3,458,400 FPL3 = NON OP Valuation Method C THE GRAHAM HOUSE 1 UNIT INCL KIT+ LIVING Total Appraised Parcel Value 3,458,400 BUILDING PERMIT RECORD VISIT I CHANGE HISTORY Permit Id Issue Date Type Description Amount Asng lnsp D Asng % C CO Date Comments Date Id Tvoe Is Cd Purpost/Result 24-143 11-19-2024 BP Building Permi 18,000 0 RENOVATE 4 BATHROOMS I LAND /NE VALUA T/0N SECTION B Use Code Description Zone Land Type Land Units Unit Price I. Factor Site Index Cond. Nbhd. Nhbd Adj Notes Location Adjustment Adj Unit Pric Land Value 2 3000 HOTEL LB 0 SF 0.00 1.00000 0 1.00 1.000 0 0 0 Total Card Land Units 0.00 AC Parcel Total Land Area: 1u.s, Total Land Value 859,600 Page 48 of 312 Property Location 120 SHORE RD Map ID 006/ 125/ / / Bldg Name State Use 3000 Vision ID 1971 2024 Bldg# 2 Sec# 1 of Card# 2 of 2 Print Date 9/8/2025 4:00:38 PM I -C"l:iNS CON Element Cd Element ~y LJC..:>VI I UUI I 12 Style: 66 Hotel 4 Model 94 Commercial BAS Grade 04 Average +10 I CRL 21 12 Stories: 2 Occupancy 4.00 FEP Exterior Wall 1 25 Vinyl Siding Code Descri lion Percentaqe 919 Exterior Wall 2 19 Brick Veneer 3000 HOTEL 100 Roof Structure 03 Gable/Hip 0 23 9 Roof Cover 03 Asph/F Gls/Cmp 0 32 Interior Wall 1 05 Drywall/Sheet Interior Wall 2 RCN 411,407 Interior Floor 1 12 Hardwood Base Rate 110.00 I 137 Interior Floor 2 14 Carpet Net Other Adj. 0 Heating Fuel 02 Oil Eff. Base Rate 153.91 Year Built 1950 UAT 22 Heating Type 05 Hot Water 20 AC Type 01 None Effective Year Built 1992 FUS Depreciation Code Bldg Use 3000 HOTEL VG I I 24124 24° Remodel Rating BAS Total Rooms 6 Year Remodeled Total Bedrms 4 UBM Depreciation % 130 Total Baths 4 Functional Obsol Heat/AC 02 HEAT/AC SPLIT External Obsol 8 Frame Type 02 WOOD FRAME Trend Factor Baths/Plumbing 02 AVERAGE Condition Ceiling/Wall CEIL& WALLS I 10 12 06 Condition% I Rooms/Prtns 02 AVERAGE Percent Good 70 Wall Height 8.00 Cns Sect Rcnld 288,000 %ComnWall Dep % Ovr 1st Floor Use: Dep Ovr Comment Misc Imp Ovr Misc Imp Ovr Comment Cost to Cure Ovr Cost to Cure Ovr Comment /XF • BUILl>ING EXTRA FEATURES BJ Cage . ~D~cif tf9n i OB~ "Units - Unit Price Yr Bit Cond. Cd 0 o Good Grade - Grade Ad' FPL3 2STORYCHIM B f 5000.00 1985 Od 70 0.00 BUILDING SUB-AREA SUMMARY SECTION Code Description Livinq Area Floor Area Eff Area Unit Cost Undeprec Value BAS First Floor 1,363 1,363 1,363 153.91 209,782 CRL Crawl Space 0 585 59 15.52 9,081 FEP Porch, Enclosed, Finished 0 304 213 107.84 32,783 FOP Porch, Open, Finished 0 24 5 32.06 770 FUS Upper Story, Finished 802 802 802 153.91 123,437 UAT Attic, Unfinished 0 768 77 15.43 11,851 UBM Basement, Unfinished 0 768 154 30.86 23,702 Ttl Gross Liv/ Lease Area 2,165 4,614 2,673 Page 49 of 312 Town of Ogunquit, ME 125 SHORE RD ( -70.597157, 43.245393 0 50ft Maine Geol.ibrery, Microsoft, Vantor I Esri Community Mcfps Contributors, Town of York,© OpenStreetMap, Microsoft, Esri, Tom Tom, Garmin, SafeGraph, GeoT e... Powered by .;id Page 50 of 312 Land Use Office UIT Post Office Box 875 Ogunquit, Maine 03907-0875 Tel: 207-646-9326 Date: January 28, 2026 To: Town of Ogunquit Planning Board From: Tyler McOsker- Director of Codes and Planning RE: 120 Shore Rd, Giri Hotel Management/ Giri Anchorage Property LLC. Change of use from Type 4 Hotel/ Motel Rooms to Spa (Service Establishment) The applicant has proposed converting an existing structure currently housing 4 Hotels rooms into a Spa for Hotel guests and members of the public. The building is a separate freestanding building adjacent to other Hotel structures. It will be converted to contain only Spa and Massage related business, no guest rooms. Currently there are four dedicated parking spaces for the building that will service the new use. There are no specific requirements for the Spa use, the most comparable would• be Business/professional office. Business/ Professional Office- 1 space for each 500 sq ft of floor area Graham House is roughly 2000 sq ft which would require 4 spaces. The site also has existing handicap spaces that satisfy the ADA requirements. The proposed use is intended to service guests of the Hotel and the decrease in rental units will likely decrease overall daily trips to the property. The applicant has not proposed any exterior alterations or construction, which negates the need for Design Review. If any interior construction requires additional permits, they will be obtained directly from the Ogunquit Code office. I recommend the board find the application complete and move it to Public hearing. Page 51 of 312 OGUNQUIT CONSERVATION COMMISSION Memo to the Planning Board Date: February 4, 2026 Chair Wilkos and Planning Board Members, The Conservation Commission has reviewed the following application, Giri Hotel Anchorage Properties LLC 120 Shore Road The Conservation Commission has no environmental concerns for this application. It is simply a change of use for an existing building which is already hooked up to town water and sewer. Respectfully Submitted, 1fJ~ o'~ Lewee Chair, Ogunquit Conservation Commission Page 52 of 312 Ogunquit Fire Department Memorandum Date: February 2, 2026 To: Planning Board From: Russell Osgood, Fire Chia:@ Subject: 120 Shore Road I have reviewed the proposed change of use from a hotel to a massage studio. While the change of use itself does not present any issues, the Fire Department will need to review any proposed construction and associated life safety features. Additional fire protection elements may be required. I request that a detailed plan be submitted for Fire Department review prior to any construction, demonstrating compliance with the 2018 NFPA l 01, Chapter 38. Page 53 of 312 OGUNQUIT POLICE DEPARTMENT P.O. Box 666 - 20 COTTAGE STREET- OGUNQUIT, ME 03907 TELEPHONE: 207-646-9362 WWW.OGUNQUITPOLICE.ORG JOHN P. LIZANECZ Chief of Police MEMORANDUM th DATE: January 27 , 2026 TO: Ogunquit Planning Board FROM: John Lizanecz, Chief of Police RE: Anchorage Property - Giri Group On January 27111, 2026, I reviewed the Site Plan review application for 120 Shore Rd, the Anchorage Inn. I immediately completed an on-site review for any issues that may affect public safety or traffic safety. I do not think the approval of this permit will impact public safety in general. Page 54 of 312 TOWN OF OGUNQUIT PLANNING BOARD DESIGN REVIEW APPLICATION G \f2-i\ Cr~,\:. c.A~ PLEASE PRINT CLEARLY DA TE REC'D:_\~-_'4\::...:3~--~_:_4:>~----- FEE PAID: Yes fl] No O AMOUNT: _ MEETING DA TE w/ CEO @/~ (}, TAX MAP: /J.. BLOCK:~/_Jl _ 1 INITIAL PB HEARING DA TE: ;j}'; /2,u, ZONING DISTRICT G, i3 ~ / Ji!.. R :;,.. ~ DESIGN REVIEW APPLICATION -Applicants applying for Design Review shouldfa'miliarize themselves with Chapter 225- Articles 6 and 11 of the Town's Zoning Ordinance. APPLICANT D Same as O ner D Lessee □Purchase & Sale Agreement ®_Agent/Consultant NAME hrlf 6b~rc/ MAILING ADDRESS I J/J1Jl1Ji1 I ? 'i Ojuri4v1 7 PIE 6J'f P? Telephone '77'/ &>9t b'l:i'f e-maifaddress _ :f,. If applicant is different than owner you must include a letter of authorization from the property owner. REPRESENTATIVE (if applicable) _ NAME ---------------------------------- MA IL ING ADDRESS _ Telephone e-mail address _ PROPERTY ADDRESS: Year Built / '15 (All Pre 1931 structures located in "The District" require review by the Historic Preservation Commission, prior to submittal of Planning Board Application). Source of date: VISION Card 1§.. TRIO Card O Other , , . "> / PROPERTY USE (Current & Proposed) //4 /4L Ofjun2u1f /4-/4Z .,.Jv,/e.5 (Ifp roperty is used commercially, please give name of business - ifp roperty is residential please so note.) t=ncv/4 Is any portion of the property within 250 feet of the high water line of a river or salt water body? 0Yes ~o Does the parcel include any wetlands? 0Yes ~o Total Acreage of Parcel: 3. ?-g, ls this parcel included in a prior approved subdivision or site plan? 0Yes ~No Is any portion of the property within a floodplain as identified by the Federal Emergency Management Agency? 0Yes [K}No Revised: August 2023 Page 55 of 312 Anticipated date for construction start: ---A~-A-P- --------- Does this development require extension/provision of, or connection to, public infrastructure? D roads O storm drainage O other _ 0 sidewalks D water lines 0 sewer lines D fire hydrants Identify method of water supply to the proposed development: D individual wells Oconnection to public water system ill NIA Identify method of sewage disposal to the proposed development: 5g..N/ A D connection to public sewer system O on-site subsurface wastewater disposal system To the best of my knowledge, all the above stated information submitted in this ap Iication is true and correct. ;/;,/2, ~ ~ I --+,------------------ DATE APPLICANT'S I OWNER'S SIGNATURE ELECTRONIC COPIES OF ALL APPLICATION MATERIAL MUST BE E-MAILED TO THE PLANNING BOARD ADMINISTRATIVE ASSISTANCE NO LATER THAN ONE \VEEK PRIOR TO MEETING DATE. THIS FORM, ACCOMPANIED BY THE APPROPRIATE FEE, CHECKLISTS, AND SUPPORTING DRAWINGS AND DOCUl.\tlENTS, MUST BE SUBMITTED BY THE FOLLOWING DEADLINES: Pre-application Conference with Code Enforcement Officer - MUST BE HELD AT LEAST TWO BUSINESS DAYS PRIOR TO SUBMITTAL OF THE APPLICATION. Applications will not be accepted without a prior conference with the CEO AND HIS SIGNATURE ON THE SUBMISSIONS CHECKLIST FORM. The Application form, with all accompanying fees, drawings and documents, as indicated by the CEO at the preapplication conference, MUST BE SUBMITTED BY 2:30 P.M. 14 DAYS PRIOR TO THE PLANNING BOARD MEETING. Any Application Approval is conditioned on all statements and written materials submitted to the Planning Board during the course of deliberations. ****************************************************************************************** TO BE COMPLETED BY TOWN STAFF REQUIRED DEPT.ICONS UL TANT REVIEWS - to be completed by Code Enforcement Office: Historic Pres. Comm. Review? D Yes ~ No Public Works Review? D Yes ~ No Police Dept. Review? D Yes 0 No Conservation Commission? D Yes [ti No Fire Dept. Review? 0 Yes ~ No Planning Consultant? D Yes ~ No Engineering Peer Review may be required by the Planning Board at any time during the Hearing process Revised: August 2023 Page 56 of 312 DESIGN REVIEW SUBMISSIONS CHECKLIST Applicant Name {J,z ,-,... ,- ffo k ( µt:,A-4 k,M..L-r1-"1- Date I /,)-1 IP tr 1 Map / Lot / Zone-_-_-_~-1~ --"C..2 _'----, _l,_I~--!...- 1:::2~:1:~01::~n:--""/l,____--_ -,:"E:::~~-=-a::~~~~~~~~~------ This checklist has been prepared to assist applicants in developing their Design Review applications. It should be used as a guide in assembling the documents necessary for Design Review. However, the checklist does not substitute for the text of Article 11 of the Zoning Ordinance. The Planning Board also will be using the checklist to make sure that your application is complete. A completed checklist (signed by the Code Enforcement Officer) should be included with each submitted application packet. I. If you believe a required submission is not applicable to your project, please discuss the matter with the Code Enforcement Officer. If the CEO agrees that the submission might not be applicable, he will check the appropriate box in column 3; 2. For every item checked in column 3, a written waiver request form must be prepared on a separate sheet and submitted with this checklist. Note that this checklist only covers the submission requirements for Design Review. It does not address the review standards that the application must meet in other stages of the process. Boxes to be checked off by the Code Enforcement Officer at the Applicant's office meetings (see instruction sheet) I 2 3 Submission determined not applicable by Applicant requests the Code waiver of Submitted Enforcement Submission DESIGN REVIEW by Officer. Requirement REQUIRED SUBMITTAL Applicant ll.6Al A site plan showing the subject property and its context. V 11.6.A.2 Elevations of each side of the proposed building to be constructed or altered. at a scale of at least I /4 inch equals one foot. and in the case of alterations. showing conditions before and after the proposed alteration. I/ 11.6.A.3 Photographs of the site and existing buildings and such additional sketches. drawings. photographs. descriptions or other information showing the proposed alterations. additions. changes or new construction as may be required for the Board to make v a decision. 11.6.A.4 A lighting plan which demonstrates compliance with the Town's Lighting Ordinance l* 225-8.7 of this chapter) ... (see also subsections a and bl v l 1.6.A.5 Estimates of the construction cost for proposed new buildincs or proposed new building additions. / 11.6.A.6 Visual impact assessment a&b (Onlv applicable to projects over $2,000,000.) v ELECTRONIC COPIES OF ALL APP LI CATION MATERIAL MUST BE E-MAILED TO THE PLANNING BOARD ADMINISTRATIVE ASSIST ANT NO LATER Tlli\.N ONE WEEK PRIOR TO MEETING DATE. In addition to the above - When applicable the Planning Board may require additional documentation as the review process proceeds. NO APPLICATION WILL BE SCHEDULED TO GO BEFORE THE PLANNING BOARD UNTIL THE CODE ENFORCEMENT OFFICER HAS REVIEWED THE APPLICATION PACKET AND SIGNED THIS FORM! Code Enforcement Officer --,c,,..._~________ _________ Date: __._I'[,~L,_,__...c;."-7 -/--"--,?---'- C,- --- Revised: February 2023 Page l of I Page 57 of 312I Kamlesh Amin, give Chris Hubbard permission to apply and act as a representative of our company for this design review and any building permits needed. Thank you, ~ Page 58 of 312Property Location 719 MAIN ST Map ID 012/ 012/ / / Bldg Name State Use 3010 Vision ID 1727 Account# 1774 Bldg# Sec# 1 of Card# 1 of 2 Print Date 9/8/2025 2:58:02 PM CURRENT OWNER TOPO UTILITIES STRTIROAD LOCATION CURRENT ASSESSMENT 4 IRolling 2 Public Water 1 Paved 4 I Bus. District Description Appraised Assessed GIRi OGUNQUIT 719, INC Code 4520 I 3 Public Sewer I COMMERC. 3010 4,704,200 4,704,200 I I COM LAND 3010 1,748,100 1,748,100 225 W SQUANTUM ST, STE 200 SUPPLEMENTAL DATA COMMERC. 3010 120,100 120,100 OGUNQUIT, ME Alt Prcl ID II-\ 1 \..,t:t(I BLDG CO MOTEL # BEDS-T LAND CO 2 SEPTIC P QUINCY MA 02171 1STYRT CONDO A LASTYRT TIMESHA TA1? BEA PASS VISION GIS ID 1727 Assoc Pid# Total 6,572,400 6,572,400 RECORD OF OWNERSHIP BK-VOUPAGE SALE DATE QIU VII SALE PRICE vc PREVIOUS ASSESSMENTS (HISTORY GIRi OGUNQUIT 719, INC 17951 773 05-17-2019 Q I 6,500,000 00 Year Code Assessed Year Code Assessed Year Code Assessed OGUNQUIT MOTEL CORP 17946 286 05-09-2019 u I 5,000 1 2025 3010 4,704,200 2024 3010 4,712,000 2023 3010 4,712,000 OGUNQUIT MOTEL CORP 4414 0254 07-07-1987 u V 0 3010 1,748,100 3010 1,748,100 3010 1,748,100 3010 120,100 3010 120,100 3010 120,100 Total 6,572,400 Total 6,580,200 Total 6,580,200 EXEMPTIONS OTHER ASSE:s:sMENT This signature acknowledges a visit by a Data Collector or Assessor Year Code Description Amount Code Description Number Amount Comm Int APPRAISED VALUE SUMMARY Appraised Bldg. Value (Card) 4,589,900 Total 0.00 ASSESSING NEIGHBORHOOD Appraised Xf (B) Value (Bldg) 114,300 Nbhd I Nbhd Name B Tracinq Batch Appraised Ob (B) Value (Bldg} 120,100 0001 I I Appraised Land Value (Bldg) 1,748,100 NOTES BEIGE 5-2019-LOT LINE ADJ WI 012-010 Special Land Value 0 "OGUNQUIT RESORT MOTEL"= TA4 5.24 - BP23-111, BP23-050 COMPLETE Total Appraised Parcel Value 6,572,400 Valuation Method C 2 BDRMAPTS. RIGHT SIDE OF COMPLEX BUILT IN 2003 Total Appraised Parcel Value 6,572,400 BUILDING PERMIT RECORD VISIT I CHANGE HISTORY Permit Id Issue Date Type Description Amount Asnq lnsp D Asnq % C CO Date Comments Date Id Type Is Cd Puroost/Result 23-071 09-14-2023 PLI Internal Plumb 05-02-2024 100 11-08-2023 BATHROOM FOR STAFF HO 07-18-2022 KF 39 No Show/Hearing Appl 23-111 09-06-2023 BP Building Permi 4,000 05-02-2024 100 11-08-2023 NEW WINDOW AND BATHRO 04-22-2022 MO 26 BP- Ext 23-035 05-02-2023 PLI Internal Plumb 05-02-2024 100 09-18-2023 NEW STAFF HOUSING (SEE 03-14-2022 PRM 16 Field Review 23-050 04-13-2023 BP Building Permi 35,000 05-02-2024 100 09-18-2023 CONVERT OPEN GAME ROO 02-13-2022 ET 16 Field Review 22-014 02-14-2022 PLI Internal Plumb 04-22-2022 100 03-15-2023 BATHROOMS REMODEL: HO 08-14-2020 KF 51 Lot Adjustment 19-068 05-30-2019 BP 5,000 12-10-2019 100 06-28-2019 REMOVE AND REPLACE TW 12-10-2019 MO 26 BP-Ext 1 ?-?1-?01n D~A nn ~Ao~c, ,r /1. I ;ct LAND LINE VALUATION SECTION B Use Code Description Zone Land Type Land Units Unit Price I. Factor Site Index Cond. Nbhd. Nhbd Adj Notes Location Adjustment Adj Unit Pric Land Value 1 3010 MOTEL GB2 163,350 SF 2.14 5.00000 M 1.00 50 1.000 INTENSE LAND USE 0 10.7 1,747,800 1 3010 MOTEL GB2 0.030 AC 10,000.00 1.00000 0 1.00 50 1.000 ROW 0 10,000 300 Total Card Land Units 3.78 AC Parcel Total Land Area: 13.78 Total Land Value 1,748,100 Page 59 of 312 Property Location 719 MAIN ST Map ID 012/ 012/ / / Bldg Name State Use 3010 Vision ID 1727 Account# 1774 Bldg# 1 Sec# 1 of Card# 1 of 2 Print Date 9/8/2025 2:58:04 PM CONSTRUCTION DETAIL CONSTRUCTION DETAIL (CONTINUED Element Cd I Description Element I Cd I - Description Style: 39 I Motel Model 94 Commercial Grade 06 Good Stories: 2 Occupancy 87.00 MIXED USE Exterior Wall 1 17 Stucco/Masonry Code I Description Percentaqe Exterior Wall 2 25 Vinyl Siding 3010 IMOTEL 100 Roof Structure 03 Gable/Hip 0 Roof Cover 03 Asph/F Gls/Cmp 0 Interior Wall 1 05 Drywall/Sheet COST7Jll/ARKET VALUATION Interior Wall 2 RCN 5,825,248 Interior Floor 1 06 Inlaid Shi Gds Base Rate 95.00 Interior Floor 2 14 Carpet Net Other Adj. 0 Heating Fuel 02 Oil Eff. Base Rate 111.96 Year Built 1954 Heating Type 05 Hot Water 2000 AC Type 04 UniVAC Effective Year Built Depreciation Code Bldg Use 3010 MOTEL E Remodel Rating Total Rooms Year Remodeled Total Bedrms Depreciation % 22 Total Baths Functional Obsol HeaVAC 02 HEAT/AC SPLIT External Obsol Frame Type 02 WOOD FRAME Trend Factor Baths/Plumbing 02 AVERAGE Condition Ceiling/Wall 06 CEIL & WALLS EP (x3) Condition% Rooms/Prins 02 AVERAGE Percent Good 78 Wall Height 8.00 Cns Sect Rcnld 4,543,700 %ComnWall Dep % Ovr 1st Floor Use: Dep Ovr Comment Misc Imp Ovr Misc Imp Ovr Comment Cost to Cure Ovr Cost to Cure Ovr Comment OB - OUTBUILDING & YARD ITEMS(L) I XF-BUILDING EXTRA FEATURES(B) Code Description I UB I Units I Unit Price I Yr Bit I Cond. Cd I % Good I Grade I Grade Ad. PAV1 PAVING-ASPH L 25,000 2.00 2006 A 50 0.00 GAZ GAZEBO L 694 40.00 2006 A 50 0.00 SHD2 W/LIGHTS ETC L 99 25.00 2006 A 50 0.00 SPL3 GUNITE L 3,200 50.00 2006 A 50 0.00 SPR1 SPRINKLERS- B 48,863 3.00 1985 00 78 0.00 BLJf[DJNGS-UB---:J!.RElC50NINIARY SECTION Code Description Living Area Floor Area Eff Area Unit Cost Undeprec Value BAS First Floor 29,106 29,106 29,106 111.96 3,258,690 CAN Canopy 0 3,221 644 22.38 72,102 1 FEP Porch, Enclosed, Finished 0 771 540 78.42 60,458 """"' FOP Porch, Open, Finished 0 1,944 389 22.40 43,552 FUS Upper Story, Finished 17,466 17,466 17,466 111.96 1,955,483 SFB Basement,finished,raised 2,291 3,273 2,291 78.37 256,499 SLB Slab 0 17,436 872 5.60 97,629 UST Utility, Storage, Unfinished 0 676 203 33.62 22,728 uus Upper Story, Unfinished 0 960 480 55.98 53,741 WDK Deck, Wood 0 389 39 11.22 4,366 Ttl Gross Liv/ Lease Area 48,863 75,242 52,030 Page 60 of 312Property Location 719 MAIN ST Map ID 012/ 012/ / / Bldg Name State Use 3010 Vision ID 1727 Account# 1774 Bldg# 2 Sec# 1 of Card# 2 of 2 Print Date 9/8/2025 2:58:05 PM CURRENT OWNER TOPO UTILITIES STRTIROAD LOCATION CURRENT ASSESSMENT 4 IRolling 2 Pubic Water 1 Paved 41 Bus. District Description Code Appraised Assessed GIRi OGUNQUIT 719, INC 4520 I 3 Public Sewer I COMMERC. 3010 4,704,200 4,704,200 I I COM LAND 3010 1,748,100 1,748,100 225 W SQUANTUM ST, STE 200 SUPPLEMENTAL DATA COMMERC. 3010 120,100 120,100 OGUNQUIT, ME Alt Pre! ID IA1 vt:~I BLDG CO MOTEL # BEDS-T LAND CO 2 SEPTIC P QUINCY MA 02171 1STYRT CONDO A LASTYRT TIMESHA TA1? BEA PASS VISION GISID 1727 Assoc Pid# Total 6,572,400 6,572,400 RECORD OF OWNERSHIP BK-VOUPAGE SALE DATE QIU VII SALE PRICE vc PREVIOUS ASSESSMENTS (HISTORY GIRi OGUNQUIT 719, INC 17951 773 05-17-2019 Q I 6,500,000 00 Year Code Assessed Year Code Assessed Year Code Assessed OGUNQUIT MOTEL CORP 17946 286 05-09-2019 u I 5,000 1 2025 3010 4,704,200 2024 3010 4,712,000 2023 3010 4,712,000 OGUNQUIT MOTEL CORP 4414 0254 07-07-1987 u V 0 3010 1,748,100 3010 1,748,100 3010 1,748,100 3010 120,100 3010 120,100 3010 120,100 Total 6,572,400 Total 6,580,200 Total 6,580,200 EXEMPTIONS c;THER ASSEssMENTS This signature acknowledges a visit by a Data Collector or Assessor Year Code Description Amount Code Description Number Amount Comm Int APPRAISED VALUE SUMMARY Appraised Bldg. Value (Card) 4,589,900 Total 0.00 ASSESSING NEIGHBORHOOD Appraised Xf (B) Value (Bldg) 114,300 Nbhd Nbhd Name B Tracing Batch I I Appraised Ob (8) Value (Bldg) 120,100 0001 I I Appraised Land Value (Bldg) 1,748,100 NOTES WAREHOUSE Special Land Value 0 Total Appraised Parcel Value 6,572,400 Valuation Method C Total Appraised Parcel Value 6,572,400 BUILDING PERMIT RECORD VISIT I CHANGE HISTORY Permit Id Issue Date Type Description Amount Asng lnsp D Asng % C CO Date Comments Date Id Type Is Cd Purpost/Result LAND LINE VALUATION SECTION B Use Code Description Zone Land Type Land Units Unit Price I. Factor Site Index Cond. Nbhd. Nhbd Adj Notes Location Adjustment Adj Unit Pric Land Value 2 3010 MOTEL GB2 0 SF 0.00 1.00000 0 1.00 1.000 0 0 0 Total Card Land Units 0.00 AC Parcel Total Land Area: 13.78 Total Land Value 1,748,10U Page 61 of 312 Property Loc ation 719 MAIN ST Map ID 012/ 012/ / / Bldg Nam e State Use 3010 Vision ID 172 7 Account# 177 4 Bldg# 2 Sec # 1 of Card# 2 of 2 Print Date 9/8/2025 2:58:07 PM CONSTRUCT/ON DETAIL CONSTRUCTION DETAIL (CONTINUED Element Cd I Description Element I Cd I Description 25 Style: 53 I Pre-Eng Warehs Model 94 Commercial Grade 03 Average Stories: 1 Occupancy 1.00 MIXED USE Exterior Wall 1 27 Pre-finsh Metl Code Description Percentaqe Exterior Wall 2 3010 MOTEL 100 Roof Structure 03 Gable/Hip 0 Roof Cover 01 Metal/Tin 0 Interior Wall 1 01 Minim/Masonry COSTTMARKET VALUATION Interior Wall 2 RCN 55,055 Interior Floor 1 03 Coner-Finished Base Rate 38.00 Net Other Adj. 0 Interior Floor 2 70 BAS 70 Heating Fuel 01 Coal/Wood/None Eff. Base Rate 31.46 2002 Heating Type 01 None Year Built 2006 AC Type 01 None Effective Year Built Depreciation Code A Bldg Use 3010 MOTEL Remodel Rating Total Rooms Year Remodeled Total Bedrms Depreciation % 16 Total Baths Functional Obsol Heat/AC 00 NONE External Obsol Frame Type 02 WOOD FRAME Trend Factor Baths/Plumbing 00 NONE Condition Ceiling/Wall 00 NONE Condition% Rooms/Prtns 02 AVERAGE Percent Good 84 Wall Height 16.00 Cns Sect Rcnld 46,200 25 % ComnWall Dep % Ovr 1st Floor Use: Dep Ovr Comment Misc Imp Ovr Misc Imp Ovr Comment Cost to Cure Ovr Cost to Cure Ovr Comment oB----:-ooTBUILDING & YARD ITEMS(L) I XF - BUILDING EXTRA FEATURES(B) Code Description I UB I Units I Unit Price I Yr Bit I Cond. Cd I % Good I Grade I Grade Ad" BUILDING SUB-AREA SUMMARY SECTION Code Descrip_tion l.ivinq Area I Floor Area Eff Area Unit Cost BAS First Floor 1,7501 1,750 1,750 31.46 Ttl Gross Liv/ Lease Area 1,750 1,750 1,750 Page 62 of 312Google Maps 719 Main St Imagery ©2026 Airbus, Maxar Technologies, Map data ©2026 Google 50 ft Page 63 of 312 NANCY E HAMMOND, REGISTER OF DEEDS E-RECORDED Bk 17951 PG 773 Instr# 2019017533 05/17/2019 03:39:50 PM Pages 6 YORK CO After recording return to: DLN 1001940057646 -------------------------------------- ( Space Above This Line For Recording Data) ---------------------------------------------- QUITCLAIM DEED KNOW ALL PERSONS BY THESE PRESENTS, that OGUNQUIT MOTEL ~ CORPORATION, a Maine business corporation, FOR CONSIDERATION PAID, hereby grants ca to GIRi OGUNQUIT 719, INC., whose mailing address is 225 Squantum Street, Suite 200, 0. Quincy, MA 02171, with Covenants, a certain lot or parcel of land, together with any ca>< improvements thereon and all rights appurtenant thereto, commonly known and designated as 719 1- Main Street, Ogunquit, County of York, State of Maine; being more particularly described as ... follows: ~ ti) SEE EXHIBIT A A TT ACHED HERETO AND C: E INCORPORATED HEREIN BY REFERENCE 1- IN WITNESS WHEREOF, Ogunquit Motel Corporation has caused this instrument to be w executed by Frank Lorusso, III, its President, thereunto duly authorized as of this 17th day of May, 0:: 2019 Cl) C: Ogunquit Motel Corporation ca ~£:o,~ ~~~ :E By; . -~:;:::.:....--- WITNESS Frank Lorusso, III Thereunto duly authorized ST ATE OF MAINE 1 York County, ss. Date: --~"-/-1_,_/~7+-/~!~9 _ Personally appeared the above-named Frank Lorusso, III, as President of Ogunquit Motel Corporation, and acknowledged the foregoing instrument to be his free act and deed duly authorized in said capacity. Be---4-fore me, ~ Attorney at Law,q,,Je,ta1 y t>abtic Print: [SEAL) Scott M. Edmunds Attorney at Law Page 64 of 312 Exhibit A Parcel One: A certain lot or parceJ of land, together with the improvements thereon, located on the southerly side of U.S. Route 1 in the Town of Wells, County of York and State of Maine, which certain lot or parcel ofland is more particularly bounded and described as follows: BEGINNING at a point on the northwesterly side of U.S. Route I, which point marks the easterly corner ofland now or formerly of Li Ri Teng and Wei Yi Wang as the same is described in a deed recorded in the York County Registry of Deeds in Book 8442, Page 235, said point also marking the southerly corner of the parcel herein described; THENCE running North 53° 30' 35" West by and along land of said Teng and Wang a distance of 204.13 feet to a point marked by a 1 inch iron pipe driven into the ground for a corner bound, which iron pipe is found 1 inch below grade; THENCE turning and running South 20° 59' 14" West by and along land of said Teng and Wang a distance of74.99 feet to a point marked by a¾ inch rod driven into the ground for a comer bound at land now or formerly of Hamlin Lord as the same is described in a deed recorded in the York County Registry of Deeds in Book 1984, Page 320; THENCE turning and running North 53° 29' 45" West by and along land of said Lord a distance of 199.99 feet to a point marked by an iron pipe driven into the ground for a corner bound, which iron pipe marks the westerly comer of the parcel herein described; THENCE turning and running North 20° 59' 54" East by and along land now or formerly ofRiverbrook Park & Sales, Inc. as the same is described in a deed duly recorded in the York County Registry of Deeds, a distance of 182.39 feet to a point marked by an iron rod driven into the ground for a line marker; THENCE turning and running North 12° 7' 15" East by and along land of said Riverbrook Park & Sales, Inc. a distance of 94.06 feet to a point marked by an iron rod driven into the ground for a comer bound; THENCE turning and running North 54° 15' 26" East by and along land of said Riverbrook Park & Sales, Inc a distance of 143.59 feet to a point marked by an iron rod driven into the ground for a corner bound; THENCE turning and running North 12° 12' 11" East by and along land of said Riverbrook Park & Sales, Inc. a distance of 38.72 feet to a point marked by the easterly sideline of a 50 foot right of way; Page 65 of 312 THENCE continuing on the last course above described, crossing said right of way, a distance of 51.84 feet to a point at other land of Ogunquit Motel Corporation; THENCE turning and running South 62° 30' 00" East by said other land of Ogunquit Motel Corporation a distance of 145.45 feet to a point; THENCE turning and running in an easterly direction along a curve to the West, said curve having a radius of275 feet and an arc distance of 69.41 feet to a point; THENCE turning and running South 76° 57' 45" East a distance of 37.43 feet; THENCE turning and running in an easterly direction along a curve to the left, having a radius of 20 feet and an arc distance of 31. 70 feet to a point on the northwesterly sideline of said U.S. Route I; THENCE turning and running South 12° 13' 49" West by and along the northwesterly sideline of said U.S. Route 1 a distance of90 feet to the southerly sideline of said above referenced right of way; THENCE turning and running South 12° 13' 49" West by and along the northwesterly sideline of said U.S. Route 1 a distance of 192.69 feet to a point; THENCE turning and running South 12° 50' 54" West by and along the northwesterly sideline of said U.S. Route 1 a distance of 125.26 feet to a point; THENCE turning and running South 16° 19' 31" West by and along the northwesterly sideline of said U.S. Route 1 a distance of 127.40 feet to a point, which point marks the point of beginning. The above described premises is subject to a cemetery owned by the heirs of Socrates Topalian; The above described premises is subject to a buffer strip for the benefit of land of Riverbrook Park & Sales, Inc. the same being depicted on a "Revision to Riverbrook Estates, a Modular Home Community" as the same is recorded the Yark County Registry of Deeds in Plan Book 214, Page 18. The above described premises is subject to the above described 50 foot right of way along the northerly edge thereof, running in a westerly direction from U.S. Route 1 to Riverbrook Park & Sales, Inc., said right of way being known as Riverbrook Drive. For source of title reference may be had to the following deeds: 1.) Frank Lorusso to Ogunquit Motel Corporation dated August 25, 1960 and recorded at the York County Registry of Deeds in Book 1448, Page 78. 2.) Hamlin Lord to Ogunquit Motel Corporation dated April 25, 1973 and recorded at the York County Registry of Deeds in Book 1990, Page 325. Page 66 of 312 3.) Lester M. Bragdon, Executor of the Estate of Socrates Topalian to George Crow dated December 1, 1958 and recorded at the York County Registry of Deeds in Book 1388, Page 248. 4.) Socrates Topalian to Frank and Mary Lorusso dated June 3, 1954 and recorded at the York County Registry of Deeds in Book 1268, Page 104. 5.) Ann Donnell to Caroline W. Dunyon dated December 23, 1889 and recorded at the York County Registry of Deeds in Book 434, Page 429. 6.) Frank Lorusso, Jr. to Ogunquit Motel Corporation dated March 22, 1990 and recorded at the York County Registry of Deeds in Book 5359, Page 225. Reference may also be had to the following plans ofrecord: 1.) "Revision to Riverbrook Estates a Modular Home Community" dated September, 1993 surveyed by Anderson Livingston and recorded at the York County Registry of Deeds in Plan Book 214, Page 18. 2.) "Riverbrouk Estates a Modular Home Community" dated October, 1990, surveyed by Anderson Livingston and recorded at said Registry in Plan Book 199, page 9. 3.) "Second Revised Site Plan of Ogunquit Plaza" dated December, 1988, surveyed by Anderson Associates and recorded at said Registry in Plan Book 190, Page 20. 4.) "Revised Site Plan of Ogunquit Plaza" dated June, 1987, surveyed by Anderson Associates and recorded at said Registry in Plan Book 157, Page 19. 5.) "Standard Boundary Survey Plan Showing Land on U.S. Route No. 1 in Ogunquit, Maine Prepared For Shao Qing Lam & Wing Yee Lam" dated April 3, 1989 and surveyed by Wayne A. Desper, RLS 1279. This plan is unrecorded and a copy was supplied by Mr. Desper. 6.) "Sketch Showing Land Surveyed for Frank Lorusso" dated June 18, 1980 and surveyed by Dow & Coulombe, Inc. This Plan is unrecorded and a copy was supplied by Steven Lorusso. 7.) "Sketch for Frank Lorusso: dated December, 1972 and surveyed by Dow, Coulombe & Brown, Inc. This Plan is unrecorded and a copy was supplied by Steven Lorusso. Parcel Two: A certain parcel ofland located between U.S. Route One and King's Highway in the Town of Ogunquit, York County, State of Maine and being described as follows: Beginning at a point being the southeastern corner of a parcel of land transferred from the Ogunquit Motel Corporation to Riverbrook Sales & Service, Inc. by deed dated January 23, 2009 and recorded in the York County Registry of Deeds in Book 15553, Page 298 and as shown on a Page 67 of 312 plan of land entitled "Ogunquit Plaza Second Revised Site Plan" by Anderson Associates Registered Land Surveyors recorded in said Registry of Deeds in Plan Book 190, Page 20; THENCE, turning by the sideline of U.S. Route One and running South 13° 02° 15"West a distance of 90.00 feet to a point at other land of the Grantee; THENCE turning and running along a curve to the left with a radius of 20.00 feet, chord bearing of North 31 ° 57' 45" West, a chord distance of 28.28 and arc length of 31.42 feet to a point; THENCE turning and running North 76° 57' 45" West a distance of 41.93 feet to a point; THENCE turning and running along a curve to the right with a radius of325.00 feet for an arc length of 82.04 feet to a point; THENCE turning and running North 62° 30' 00" West a distance of 131.78 feet, to a point being the northwestern corner of other land of the grantee; THENCE turning and running North 12° 12' 18" East, more or less, a distance of 50.00 feet, more or less to a point being the southwestern comer of land of said Riverbrook Sales & Service, Inc.; THENCE turning and running South 62° 30' 00" East a distance of 131. 78 feet, more or less, to a point; THENCE turning and running along a curve to the left with a radius of 275.00 feet for an arc length of 69 .41 feet to a point; THENCE turning and running South 76° 57' 45" East a distance of 41.93 feet to a point; THENCE turning and running along a curve to the left with a radius of20.00 feet for an arc length of 31.42 feet to a point on the sideline of U.S. Route One and also the point of beginning. RESERVING, however, to Riverbrook Park and Sales, Inc., its successors and assigns, a right-of-way for all purposes of ingress and egress and an easement for the installation of public utilities on, over, and under the premises above together with the right to enter from time to time within said areas to inspect, install, construct, maintain, repair, rebuild, replace and remove fill, gravel, or other facilities and appurtenances intended to facilitate or improve access and public utilities on, over, and under the premises described above. For the avoidance of doubt, this easement shall run with the land for the benefit of Riverbrook Park and Sales, Inc., its successors, and assigns, et. al and real property held by Riverbrook Park and Sales, Inc. Title reference is made to a deed from Riverbrook Park and Sales to Ogunquit Motel Corp. dated May 9, 2019 and recorded with the York County Registry of Deeds in Book 17946 at Page 286. Reference is also made to a portion of the parcel certain deed to Riverbrook Park and Sales, Inc. herein by deed of the Ogunquit Motel Corporation dated October 1, 1996 and recorded in the York County Registry of Deeds in Book 8128, Page 150. The metes and bounds for this conveyance were obtained from a Plan of Land entitled "Riverbrook Estates a Modular Page 68 of 312Home Comm unity" by Anderson - Livingston Engineers/Surveyors dated October 1990 and recorded in said Registry of Deeds in Plan Book 199, Page 9. The above-described parcel is conveyed SUBJECT TO a Road Maintenance Agreement between Ogunquit Motel Corporation and Riverbrook Park and Sales, Inc. dated May 9, 2019 and recorded in Book 17946, Page 289 with the York County Registry of Deeds. Page 69 of 312 Ql s:: ::, -· c.~ sO·rc. ::,- ·oC co ::, (0 CD !:! 3 j) IJ 3 D n Page 70 of 312 5' Dia. Mixed Lounge Fire pit and Dining 5' Dia. Fire pit Lawn Games Existing Pool Equip Building to be refinished Main Entrance NP.w low wall to creata sanaration Page 71 of 312 Pool View Raised Day_ beds E9 NTS NTS Page 72 of 312 0 G - ii • 0 • G • Page 73 of 312 zO (/)-I R-ro < iii' :iE ::r: ,..,.0 --i C CT Page 74 of 312Page 75 of 3123: Q) > ~ l/) u 1-- ~ z 3: Q) > ~ l/) o~ z1-• Page 76 of 312 +/- 25'-3" +/- 18'-1" ----E XISTING LAWN BOUNDARY O:::C' t--------o NEW LAWN FOR OUTDOOR GAMES WC/) C<( t--------o NEW SAIL SHADE STRUCTURE O') OVER DINING i:n' i:doa N --------....GRAVEL AT ENTRANCE ..- , • NEW PERGOLA ~ Qi.• I I • NEW GAS FIREPIT I (\I ..- 1 --!.. L,.,,1- ~ ~ + ~ I t I 0 • I ••i I • GRAVEL AT SUNKEN FIREPITS ~V~ 0 "\. - I -,.. "0 "'M ~ 0,,• NEWHALF- "{) "Q) C·• -----------+---+---o NEW DECKING AROUND EXISTING ~ m HEIGHT WAL~ 1 - 1n::.: (!) HOT TUB AND POOL CHEM. BLDG .E :'::::!.~ I WITH BUILT-IN BENCH$ AT THE m:, 0 PERIFERALS I ~ :E: ~ g +1.. 2r~a· ~ ~ w I CTI :::l 0 I dt.?~g LC) ---+ .. . . .. -------------1---+--- EXISTING HOT TUB / ~ I I • N N --,,~-----+--;---.... EXISTING CHEM. BLDG OUTLINE "' "' I IJ ci u-i ~ ~ / I - ~.-,~ N~ ;:;..... !!?.-t ..-I -,~...,-,- I L • ~ UJ :f: 0 EXISTING POOL DECK BOUNDARY -"'u Q) zO 0 '- 0 i= 0 O J 2 .g Q. ~ U,1..t ,:i I Vl ::JC i!iLi!ii !i_i!iti!iiJi!i vpre"' ~i~i!i--i!iji!iLi!i ~ <( ~o ro lffr ~"- cl"'e-k- Ii/' f(i.oW\ ~ e.•vV\J kve L 'Ve c, IL., W 1 [ ( h 1 ' , /,,._aM 9"-'"" J L,v~L Page 77 of 312.. t Page 78 of 312Page 79 of 312Page 80 of 312 LIT STEPS AT STEPS LED STRIP LIGHTS AT HOT TUB GAZEBO CENTER FIXTURE AT HOT TUB GAZEBO LIGHT POST DECORATIVE SCONCE BY FIRE PIT PATH LIGHT LIGHT POSTS PATH LIGHTS LED STRIPS AT LOUNGE GAZEBO CLIENT GHM Street Main 719 03907 Maine, Ogunquit, PENDANT CETERED IN GAZEBO LIT DECK STEPS ISSUE 11.20.25 RE-ISSUE 02.11.26 WALL WASHERS PROJECT NO. EAOHS PROJECT Ogunquit Hotel & Suites WALL SCONCES DRAWN BY DRAWN AHR DESCRIPTION Outdoor Deck and Pool 1 Deck plan SK NTS LIGHTING 02 Page 81 of 312 LIT STEPS AT STEPS LIGHT POST NEW OUTDOOR OUTLETS FOR GUEST USE AT CABANAS DECORATIVE SCONCE BY POOL BEDS WALL SCONCES LIGHT POSTS LIT DECK STEPS CLIENT GHM Street Main 719 03907 Maine, Ogunquit, ISSUE 11.20.25 RE-ISSUE 02.11.26 10'x10' Cabanas PROJECT NO. EAOHS PROJECT Ogunquit Hotel & Suites DRAWN BY DRAWN AHR DESCRIPTION Outdoor Deck and Pool Road Side 12'x12' Cabana SK 1 Pool Deck Plan LIGHTING 02 NTS Page 82 of 312 LED STRIPLIGHTSATHOT TUBGAZEBO GAZEBO CUSTOMPERFFE CENTER FIXTUREATHOTTUB LIT STEPSAT LIGHT POST PATH LIGHT DECORATIVE SCONCEBYFIREPIT DECORATIVE SCONCEBYPOOLBEDS SK DRAWN BY PROJECT NO. ISSUE CLIENT 02 AHR EAOHS 11.20.25 GHM DESCRIPTION PROJECT RE-ISSUE 719 Main Street Outdoor Deck Ogunquit Hotel 02.11.26 Ogunquit, Maine, 03907 and Pool & Suites Page 83 of 312~ ~ Town of Ogunquit, ME Technologies ·4· F'ntolnor\ L~ Ooofl pmjal Solu t!OM . ' 1 inch = 69 Feet January 16, 2026 www.cai-tech.com 0 69 138 207 ~ a Lot Number and Acreage ::::2J Design Review District General Business 2 Rural Residential 2 Shoreland Limited Residential Distri Data shown on this map is provided for planning and informational purposes only. The municipality and CAI Technologies are not responsible for any use for other purposes or misuse or misrepresentation of this map. Page 84 of 312October 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 85 of 312Design 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 86 of 31210/23/2025 11/10/2025 Page 87 of 31210/23/2025 Deborah Warren (Oct 23, 2025 15:08:14 EDT) Page 88 of 312Deborah Warren Page 89 of 31225.10.23_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 90 of 312Plan 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 91 of 312 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 92 of 312 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 93 of 312 D Seacoast Division © Page 94 of 312320 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 3/16" 3/8",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 THEAND MAKING 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 ", WILL1/16" 1/8", 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". 1/41/2", 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 NEARLYTHIRD 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 95 of 312320 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 3/16" 3/8",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 THEAND MAKING PLANNING BOARD ROOF LEVEL- EXISTING PLAYHOUSE SUBMISSION 68' - 8" SECOND FLOOR LEVEL- MEZZANINE ", 1/8", AND ", WILL1/16" 1/8", 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". 1/41/2", 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 NEARLYTHIRD 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 96 of 312320 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 3/16" 3/8",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 THEAND MAKING 1 A-311 PLANNING BOARD ROOF LEVEL- EXISTING PLAYHOUSE SUBMISSION 68' - 8" SECOND FLOOR LEVEL- MEZZANINE ", 1/8", AND ", WILL1/16" 1/8", 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". 1/41/2", 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 NEARLYTHIRD 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 97 of 312320 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 3/16" 3/8",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 THEAND MAKING A-311 PLANNING BOARD ROOF LEVEL- EXISTING PLAYHOUSE SUBMISSION 68' - 8" SECOND FLOOR LEVEL- MEZZANINE ", 1/8", AND ", WILL1/16" 1/8", SCALES 1/32" TRANSLATEVIEW 65' - 9" N OR F NOT NSTRUCTIO " WILL" FIT TIGHTLY INDIVIDUAL ON 11"x17". 1/41/2", 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 NEARLYTHIRD 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 98 of 312320 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 3/16" 3/8",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 THEAND MAKING PLANNING BOARD ROOF LEVEL- EXISTING PLAYHOUSE SUBMISSION 68' - 8" SECOND FLOOR LEVEL- MEZZANINE ", 1/8", AND ", WILL1/16" 1/8", SCALES 1/32" TRANSLATEVIEW 65' - 9" N OR F NOT NSTRUCTIO " WILL" FIT TIGHTLY INDIVIDUAL ON 11"x17". 1/41/2", 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 NEARLYTHIRD 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 99 of 312320 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 3/16" 3/8",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 THEAND MAKING C B.2 A WOODEN RAILING ROOF LEVEL- FLY TOWER PLANNING BOARD 116' - 9 1/2" SUBMISSION ", 1/8", AND ", WILL1/16" 1/8", SCALES 1/32" TRANSLATEVIEW N OR F NOT NSTRUCTIO " WILL" FIT TIGHTLY INDIVIDUAL ON 11"x17". 1/41/2", 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 NEARLYTHIRD 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 100 of 312320 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 3/16" 3/8",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 THEAND MAKING PLANNING BOARD ROOF LEVEL- EXISTING PLAYHOUSE SUBMISSION 68' - 8" SECOND FLOOR LEVEL- MEZZANINE ", 1/8", AND ", WILL1/16" 1/8", 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". 1/41/2", 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 NEARLYTHIRD 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 101 of 312320 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 3/16" 3/8",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 THEAND MAKING PLANNING BOARD ROOF LEVEL- EXISTING PLAYHOUSE SUBMISSION 68' - 8" SECOND FLOOR LEVEL- MEZZANINE ", 1/8", AND ", WILL1/16" 1/8", 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". 1/41/2", 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 NEARLYTHIRD 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 102 of 312320 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 3/16" 3/8",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 THEAND MAKING PLANNING BOARD ROOF LEVEL- EXISTING PLAYHOUSE SUBMISSION 68' - 8" SECOND FLOOR LEVEL- MEZZANINE ", 1/8", AND ", WILL1/16" 1/8", 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". 1/41/2", 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 NEARLYTHIRD 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 103 of 312320 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 3/16" 3/8",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 THEAND MAKING PLANNING BOARD ROOF LEVEL- EXISTING PLAYHOUSE SUBMISSION 68' - 8" SECOND FLOOR LEVEL- MEZZANINE ", 1/8", AND ", WILL1/16" 1/8", 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". 1/41/2", 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 NEARLYTHIRD 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 104 of 312320 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 3/16" 3/8",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 THEAND MAKING PLANNING BOARD SUBMISSION D.2 C.5 B.8 ", 1/8", AND ", WILL1/16" 1/8", 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". 1/41/2", 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 NEARLYTHIRD 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 105 of 312320 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 3/16" 3/8",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 THEAND MAKING PLANNING BOARD B.8 C.5 D.2 SUBMISSION ", 1/8", AND ", WILL1/16" 1/8", SCALES 1/32" TRANSLATEVIEW SECOND FLOOR LEVEL- MEZZANINE N 65' - 9" OR F NOT NSTRUCTIO " WILL" FIT TIGHTLY INDIVIDUAL ON 11"x17". 1/41/2", 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 NEARLYTHIRD 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 106 of 312320 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 3/16" 3/8",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 THEAND MAKING PLANNING BOARD SUBMISSION 5.8 6.2 DUTCH LAP SIDING FABRIC CANOPY ", 1/8", AND ", WILL1/16" 1/8", 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". 1/41/2", 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 NEARLYTHIRD 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 107 of 312 OGUNQUIT PLAYHOUSE - SATELLITE VIEW !"#$"%&, () *+-+...00 / +0+2-4005 /Page © 787 1089:8;%&)8&":) of 312 OGUNQUIT PLAYHOUSE - ROUTE ONE STREET VIEW !"#$"%&, () *+-+...00 / +0+2-4005 /Page © 787 1099:8;%&)8&":) of 312 OGUNQUIT PLAYHOUSE - EAST VIEW !"#$"%&, () *+-+...00 / +0+2-4005 /Page © 787 1109:8;%&)8&":) of 312 OGUNQUIT PLAYHOUSE - NORTH AND WEST VIEW !"#$"%&, () *+-+...00 / +0+2-4005 /Page © 787 1119:8;%&)8&":) of 312 OGUNQUIT PLAYHOUSE - NORTH VIEW !"#$"%&, () *+-+...00 / +0+2-4005 /Page © 787 1129:8;%&)8&":) of 312 OGUNQUIT PLAYHOUSE - SOUTH VIEW !"#$"%&, () *+-+...00 / +0+2-4005 /Page © 787 1139:8;%&)8&":) of 312 OGUNQUIT PLAYHOUSE - (NORTH) OUTDOOR RESTROOMS !"#$"%&, () *+-+...00 / +0+2-4005 /Page © 787 1149:8;%&)8&":) of 312 OGUNQUIT PLAYHOUSE - (NORTH) GAZEBO !"#$"%&, () *+-+...00 / +0+2-4005 /Page © 787 1159:8;%&)8&":) of 312 OGUNQUIT PLAYHOUSE - (SOUTH) OUTDOOR CONCESSIONS !"#$"%&, () *+-+...00 / +0+2-4005 /Page © 787 1169:8;%&)8&":) of 312 OGUNQUIT PLAYHOUSE - (SOUTH) PARKING LOT !"#$"%&, () *+-+...00 / +0+2-4005 /Page © 787 1179:8;%&)8&":) of 312 OGUNQUIT PLAYHOUSE - AERIAL VIEW - BEFORE !"#$"%&, () *+-+...00 / +0+2-4005 /Page © 787 1189:8;%&)8&":) of 312 OGUNQUIT PLAYHOUSE - AERIAL VIEW - AFTER !"#$"%&, () *+-+...00 / +0+2-4005 /Page © 787 1199:8;%&)8&":) of 312 OGUNQUIT PLAYHOUSE - EYE LEVEL VIEW - BEFORE !"#$"%&, () *+-+...00 / +0+2-4005 /Page © 787 1209:8;%&)8&":) of 312 OGUNQUIT PLAYHOUSE - EYE LEVEL VIEW - AFTER !"#$"%&, () *+-+...00 / +0+2-4005 /Page © 787 1219:8;%&)8&":) of 312 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 122 of 312Page 123 of 312 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 124 of 312 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 125 of 312 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 needed = choose one of the Bracket Arm 24.50" operating range 50/60 Hz. Auto adjusting cETLus Listed for Canada and U.S. to the UL 1598 Adapters or one of the Hanging Fixtures Mounting universal26" voltage input" 22.11 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 line to neutral, Class 2, THD of 20% max. Maximum 25.04CXF15" 25.79" 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" 20.88" CXF14 20.88" • TFHAM4 horizontal arm clamp collar adapter Assembled on a unitized removable tray with Tyco 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 126 of 312E 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 -C 180 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 127 of 312E 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 128 of 312E 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 129 of 312Freetown 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 132 of 312 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 133 of 312 INTELLISTRAND SPECIFICATION INFORMATION IN CL / / / / / 1 2 3 4 5 6 7 8 9 10 11 REQUIRED OPTIONAL REQUIRED OPTIONAL Ex: INCL1WW1224 / INTEL09 / INTEL18 / DMLE301242UD 1 - PRODUCT CODE 2- TYPE 3- WATTAGE 4 - COLOR TEMP 5 - SPACING 6 - VOLTAGE IN — INTELLISTRAND CL – Cable Light 1 – 1.5W WW – 2300K 12 – 12” O.C. 24 – 24V DC 24 – 24” O.C. 7 - CONNECTION 8 - END CAP 9 - MOUNTING 10 - POWER SUPPLY 11 - DECORATIVE 10ft 2 Pole Connector End Cap Aircraft Cable Power Supply Decorative Shade See section for details See section for details See section for details See section for details See section for details 20ft 2 Pole Connector Spiral Cable Wrap See section for details See section for details T-Split Cable Connector See section for details NOTE: Fixture is project specific and manufactured to order, longer lead times may be expected based on a project volumes. Consult factory for more information. INSTALLATION EXAMPLES Aircraft Cable Facade Cable Ties Straight (shown with DLDLSWRAP) Recommended Swayed 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. 2 of 5 Page 134 of 312 INTELLISTRAND 7 - CONNECTION CABLE (REQUIRED) Length of connection cables must be included in max length calculation INTEL32 Low voltage Lead cable 10ft length with 2-pole female connector. Low voltage Lead cable 20ft length with 2-pole female connector. Finish Black Finish Black Part No. INTEL09 Part No. INTEL19 INTEL07 5.5in 5.5in INTEL08 6in INTEL09 INTEL19 T-split cable with 1ea 2-pole female connector and 2ea 2-pole male connector. INTEL31 Finish Black INTEL66 Part No. INTEL109 8 - END CAP (REQUIRED) INTEL18 1in INTEL33 INTEL06 End cap. 2-Pole Male Connector. Finish Black INTEL94 Part No. INTEL18 INTEL95 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. 3 of 5 Page 135 of 312 INTELLISTRAND 9 - MOUNTING (OPTIONAL) Ø 0.06” or 1.09” Ø 0.50” Stainless steel aircraft cable, available per foot. Recommended 1/16” aircraft cable Spiral cable wrap, available per foot. for wall to wall installation configurations, 3/32” aircraft cable for pole to pole To be used with aircraft cable to encase aircraft cable and DURALED LIGHT installation configurations. For straight/taught installations, add an additional 5ft CABLE for a clean one wire look. 1.5ft of wrap needed to span evenly per 1ft of to each run for fixing lead and end connections. cable. Load 1/16” Dia., up to 70Lbs load 3/32” Dia., up to 150Lbs load Finish Black Weight 1/16” SS Cable 0.0085 lbs/ft 3/32” SS Cable0.02 lbs/ft Part No. DLDLSWRAP Part No. DLDCLAC1-16SS DLDCLAC3-32SS 10 - POWER SUPPLY (REQUIRED) ENCLOSURE Part No. Wattage Control Dim Range Rating In / Out Certification Dimensions Description Voltage (Enclosure) DMLE301242UD 30W MLV / ELV / 1% NEMA3R 120-277V / UL Class 2 4.47” X 6.79” X 1.38” EMCOD MLE-UD electronic driver 0-10V / TRIAC 24V with wiring compartment. DMLE601242UD 60W MLV / ELV / 1% NEMA3R 120-277V / UL Class 2 4.47” X 6.79” X 1.38” EMCOD MLE-UD electronic driver 0-10V / TRIAC 24V with wiring compartment. DMLE961242UD 96W MLV / ELV / 1% NEMA3R 120-277V / UL Class 2 5.16” X 7.73” X 1.54” EMCOD MLE-UD electronic driver 0-10V / TRIAC 24V with wiring compartment. DMLE1922242UD 2X96W MLV / ELV / 1% NEMA3R 120-277V / UL Class 2 5.04” X 10.94” X 1.81” EMCOD MLE-UD electronic driver 0-10V / TRIAC 24V with wiring compartment. DMLE2882242UD 3X96W MLV / ELV / 1% NEMA3R 120-277V / UL Class 2 5.04” X 10.94” X 1.81” Magnitude SOLIDrive electronic 0-10V / TRIAC 24V driver with built in junction box. 11 - DECORATIVE (OPTIONAL) Ø 1.25” 1.02” Bottom Ø 4.50” Top Decorative aluminum shade accessory. Weight: 1.6 oz. Factory installed per sphere. Finish Gloss Black Part No. INCLSHADEBK 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. 4 of 5 Page 136 of 312 120-277v 120-277v 120-277v 120-277v 120-277v 120-277v 120-277v 120-277v Power Power Power Power Power Supply Power Power Power Supply Supply Supply Supply Supply 24vDC Supply 24vDC Supply 24vDC 24vDC 24vDC 24vDC 24vDC 24vDC Dead End Feed Dead End Dead End Feed Feed Dead End Feed Dead End Feed Feed Feed Feed Feed Dead End Feed Feed Feed Jumper INTELLISTRANDJumper SYSTEM LAYOUT EXAMPLE DIAGRAM Driver must be installed within 20 feet of start strand. Or Or Or Or 120-277v Power Supply 24vDC Dead End Dead End Jumper Dead End Dead End Dead End 24v Jumper Dead End 20' Intel19 POSSIBLE CONFIGURATIONS Targetti USA can supply project specific wiring diagrams upon request. 120-120-277v277v 120-120-277v277v 120-120-277v277v 120-120-277v277v 120-120-277v277v 120-120-277v277v 120-277v PowerPower PowerPower PowerPower PowerPower PowerPower PowerPower 120-277v Power SupplySupply SupplySupply SupplySupply SupplySupply SupplySupply SupplySupply Power Supply 24vDC24vDC 24vDC24vDC 24vDC24vDC 24vDC24vDC 24vDC24vDC 24vDC24vDC Supply 24vDC Poles 24vDC T-Split W/ Feed Dead End T-Split W/ Feed Feed FeedT-Split W/ Feed Dead End Feed Dead End T-Split W/ Feed Feed Feed Dead End Feed Jumper Jumper Jumper Jumper Jumper Dead End Jumper Jumper Jumper Dead End PHOTOMETRY IES FILES WATTAGE AND EFFICIENCY CALCULATIONS BASED WITH SUPPLIED DRIVER LCS Graph B0-U2-G0 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. 5 of 5 Page 137 of 312Wall 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 138 of 312E Beamer Projector 15 3/64" 382mm 247mm 9 23/32" 6 1/16" 5 11/16" d 144mm 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 139 of 312E 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 140 of 312E 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 141 of 312E 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 142 of 312E 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 143 of 312E 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 144 of 312E 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" 5 3/16" 5 3/16" 7/16" 5 5/16" 132mm 12 11/16" d 135mm 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 145 of 312E 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 146 of 312Maryann 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 147 of 312 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 148 of 312 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 149 of 312Site 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 150 of 312 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 151 of 31225.10.31_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 152 of 312Page 153 of 312Page 154 of 312Page 155 of 312Page 156 of 312Page 157 of 312Page 158 of 312Page 159 of 312Page 160 of 312 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 161 of 312 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 162 of 312 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 163 of 312 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 164 of 312 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 165 of 312 • 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 166 of 312 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 167 of 312 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 168 of 312 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 169 of 312 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 170 of 312 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 171 of 312 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 172 of 312 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 173 of 312II '! 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 174 of 312 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 175 of 312 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 176 of 312 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 177 of 312 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 178 of 312 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 179 of 312 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 180 of 312 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 181 of 312 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 182 of 312 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 183 of 312 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 184 of 312 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 185 of 312 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 186 of 312 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 187 of 312 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 188 of 312 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 189 of 312 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 190 of 312 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 191 of 312 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 192 of 312right 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 193 of 312___________________________ _:____ ...::...___ ....:,__...:__:__:..___:_----,_,., 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 194 of 312 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 195 of 312 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 199 of 312 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 229 of 312 HOEFLE, PHOENIX, GORMLEY & ROBERTS, PLLC ATTORNEYS AT LAW 127 Parrott Avenue I Portsmouth, NH, 03801 Telephone: 603.436.0666 I Facsimile: 603.431.0879 I www.hpgrlaw.com Febrnary 18, 2026 Tyler McOsker, Director of Codes, Health Officer Town of Ogunquit 3 l School Street Ogunquit, Maine 03907 RE: Ogunquit Playhouse - Proposed Amendment of Ogunquit Zoning Ordinance §225-7.2, Table 703. l Dimensional Requirements for SG3 District Dear Mr. McOsker: Following the completeness hearing before the Planning Board on February 9, 2026, the Ogunquit Playhouse ("OGP") hereby revises its proposed amendment of Ogunquit Zoning Ordinance §225-7.2, Table 703. l Dimensional Requirements for SG3 District. Enclosed please find an updated redlined version of Table 703.1 for the Planning Board's consideration. After considering concerns raised by the Planning Board and community, OGP has amended its proposal to keep the height restriction as currently stated in Table 703 .1 and the exception to allow 85' maximum height for the fly tower. Rather than proposing a change in maximum height to 55' for the entire SG3 Zone, OGP requests that the maximum height be increased to 55' for the theater building only. OGP believes that its amended request properly balances its need to update the Playhouse in a code-compliant, accessible manner while avoiding confusion with respect to other building height limitations on its property. In summary, after considering questions and concerns from the Planning Board and public about its initial proposal, OGP is no longer pursing an amendment of dimensional standards for its entire property, but is instead limiting its request to the Playhouse itself. ;;;u R. Timothy Phoenix Enclosures Cc: Client ( email) TF Moran (email) Alpine OR (email) JCJ (email) DANIEL C. HOEFLE R. PETER TAYLOR GREGORY 0. ROBBINS OF COUNSEL: R. TIMOTHY PHOENIX ALEC L. MCEACHERN PETER V. DOYLE SAMUEL R. REID LAWRENCE B. GORMLEY KEVIN M. BAUM MONICA F. KIESER JOHN AHLGREN STEPHEN 1-l. ROBERTS JACOB J.B. MARVELLEY STEPHANIEJ.JOHNSON Page 230 of 312 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 GBl GB2 LB F SLR SLC SGl SG2 SG3 SP RP I Minimum Lot Area (square feet) With public sewer and water" 12,500 12,500 30,000 30,000 None 10,000' 20,000 10,000' NIA 30,000 tidal 40,000 None' None 30,000 NP NP 40,000 non-tidal Without public sewer and 30,000 30,000 60,000 60,000 NIA NIA 20,000' NIA 200,000 30,000 tidal NIA NIA NIA NIA NP NP water" 4 40,000 non-tidal I Minimum Net Residential Area Per Dwelling Unit (square feet) With public sewer and water" 12,500 12,500 30,000 30,000 12,500 12,500 20,000 12,500 NIA 30,000 tidal 40,000 12,500 None 12,500 NIA NIA 40,000 non-tidal Without public sewer and 30,000 30,000 60,000 60,000 NIA NIA 40,000 NIA 60,000 30,000 tidal NIA NIA NIA NIA NIA NIA water17 40,000 non-tidal j Minimum Street and Shore Frontage (feet) With public sewer and water 75 75 100 100 None' 75 JOO 75 NIA 150 tidal 200 100 None 100 Note 2 Note2 200 non-tidal Without public sewer and water 100 100 l00 l00 NIA NIA JOO NIA 2504 150 tidal Note2 Note2 Note2 NIA Note 2 Note 2 200 non-tidal j Setbacks (feet) Front" 20 20 30 30 IO' 20 30 20 507 Note 2 Note2 IO' 15 30 Note2 Note2 Side and rear" 15 15 20 20 10• 10'0 159 10'0 20 Note 2 Note2 IO' None None Note2 Note2 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- I .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 I Maximum Building Coverage With public sewer and water 30% 30% 20% 20% None 30% 30% 30% NIA 2011 2011 2011 2011 70%" 0% 0% Without public sewer and water 20% 20% 10% 10% NIA NIA 30% NIA 20% 20" NIA NIA NIA NIA 0% 0% 225 Attachment 2: 1 Supp 4, Jun 2024 Page 231 of 312 OGUNQUIT CODE District I OFR I R I RRi1 -, RR2 I DB I GBi I' GBi_'I LB_ r F I SLR I SL€ I SGl I SG2 I SG3 I SP .I RP Maxim um 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 21/2 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. Sarne 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 of75 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 noovegetated 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 I 0, of the "Maine Storm water 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. lo 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. I$ &dl!lldbh, Mt Jl&L pmt • ,, .t U t I II 1 • 1 • t t 1 I • 1 .I 1 t'I • t• 01 1 • 1 P ,1 I 1 ° t• p fe ca;± ± b 'l:tizgk 'gb ball Hli t ±t a; 1· b §I t Additionally, the maximum building height for a nonprofit performing arts theater 16. When single-family units 2-4 are proposed, the base lot size requirements shall double per unit. building, excluding the Fly Tower, shall be 55' or four stories, whichever is greater. 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 232 of 312Page 233 of 312Page 234 of 312Page 235 of 312Page 236 of 312Page 237 of 312Page 238 of 312Page 239 of 312Page 240 of 312Page 241 of 312Page 242 of 312EXHIBITIBIT 2 Page 243 of 312Page 244 of 312Page 245 of 312Page 246 of 312Page 247 of 312Page 248 of 312Page 249 of 312Page 250 of 312Page 251 of 312Page 252 of 312Page 253 of 312Page 254 of 312Page 255 of 312Page 256 of 312Page 257 of 312Page 258 of 312Page 259 of 312Page 260 of 312Page 261 of 312Page 262 of 312Page 263 of 312Page 264 of 312Page 265 of 312Page 266 of 312Page 267 of 312Page 268 of 312Page 269 of 312Page 270 of 312Page 271 of 312Page 272 of 312Page 273 of 312Page 274 of 312Page 275 of 312Page 276 of 312Page 277 of 312Page 278 of 312Page 279 of 312Page 280 of 312Page 281 of 312Page 282 of 312Page 283 of 312Page 284 of 312Abutterss ListL Page 290 of 312 OGUNQUIT POLICE DEPARTMENT P.O. Box 666 - 20 COTTAGE STREET- OGUNQUIT, ME 03907 TELEPHONE: 207-646-9362 WWW.OGUNQUITPOLICE.ORG JOHN P. LIZANECZ Chief of Police MEMORANDUM DATE: January 27th, 2026 TO: Ogunquit Planning Board FROM: John Lizanecz, Chief of Police RE: Ogunquit Playhouse Foundation On January 27th, 2026, I reviewed the proposed amendment to the zoning ordinance for IO Main Street, the Ogunquit Playhouse. I completed a review for any issues that may affect public safety or traffic safety. I do not think the approval of this change in ordinance will impact public safety in general. Page 299 of 312 Steps to Change OFR to R in OZO Revise 225-1.2 A Delete OFR Revise Table 702.1 Land Uses Delete column OFR on all pages. Change TA-2 to NP Change "two-family dwelling" to "two to four family dwelling" in R and Designated Growth Zones. Revise 225- 7 .1 Delete 225-7.1 A (1) and renumber Revise Table 703.1 Delete column OFR Add footnote to Maximum Building Height in Feet: "For affordable housing in R and Designated Growth Zones, the allowable height shall be 49 feet." Add footnote to Maximum Building Height in Stories:" For affordable housing in Rand Designated Growth Zones, an additional story shall be allowed." Change Minimum Lot Area in square feet with public water and sewer for residential use to 5000 in R and Designated Growth zones. Delete footnotes 16 and 17. Revise 225-8.10 Off-street Parking and loading D. (2) Change Dwelling from "2 vehicle spaces per each dwelling Unit" to "1 vehicle spaces per each dwelling unit." D. (3) Change "off-street parking to be located on another lot within 300 feet of the residential uses, as measured along lines of public access" to "off-street parking to be located on another lot within 0.25 miles of the residential uses, as measured along lines of public access Page 300 of 312 Revise 225-8.12 Signs In 225-8.12 B. (2) Delete "OFR" Revise Town Zoning Map and GIS Map Chanqe OFR to R Israel Head area Small section by Pulpit Rock Road and Brazer Point How do we address this from 1829: Density requirements. A municipality shall allow an affordable housing development where multifamily dwellings are allowed to have a dwelling unit density of at least 2 1/2 times the base density that is otherwise allowed in that location and may not require more than 2 off-street parking spaces for every 3 units. The development must be in a designated growth area of a municipality consistent with section 4349-A, subsection 1, paragraph A or B as identified in a comprehensive plan adopted pursuant to this subchapter or the development must be served by a public, special district or other centrally managed water system and a public, special district or other comparable sewer system. The development must comply with minimum lot size requirements in accordance with Title 12, chapter 423-A, as applicable. Title 12, chapter 423-A reads: "§4807-A. Minimum lot size required In all areas of the State, notwithstanding any other provision of state or local law or regulation,nopersonshall: [PL 1973, c. 411, §1 (NEW).] 1. Dispose of waste from any single family residential· unit by means of subsurface waste disposal unless such lot of land on which such single family residential unit is located contains at least 20,000 square feet; and if the lot abuts a lake, pond, stream, river or tidal area, it shall further have a minimum frontage of 1'00 feet on such body of water; [PL 1973, c. 411, §1 (NEW).] 2. Dispose of wastes by means of subsurface waste disposal from any multiple unit housing or any other land use activity which may generate wastes in excess of the waste disposal requirements of normal single family residential units, unless such multiple unit housing or other land use activity is located on a lot of a size and minimum frontage which is greater than the requirements stated in subsection 1 in the same proportion as the actual waste disposal requirements of the multiple unit housing or other land use activities is greater than that of a single family residential unit. For purposes of computing such proportions, the amount of sewage generated by and the waste disposal requirement of such activities or land uses shall be deemed to be: A. Single family residential unit 300 gallons per day; [ PL 197 3, c. 411, §1 (NEW).] Page 301 of 312 Streamline Change of Use process Add Change of Use to Definitions 225-3.2 F: Change of use. A legally existing nonconforming use may be changed to another nonconforming use, provided that the proposed use has no greater adverse impact on the subject and adjacent properties and resources than the impact of the former use as determined by the Planning Board. The determination of appropriateness shall require written findings on the probable changes in traffic (volume and type), parking, noise, potential for litter, wastes or by-products, fumes, odors, or other nuisances likely to result from such change of use. The performance standards in Articles 8 and 9 of this chapter shall apply to such requests to establish new nonconforming uses. In addition, within any Shoreland Zone, the determination of no greater adverse impact shall be made according to criteria listed in § 225-3.3H(4) below. 225-3.2 H (5) Change of use of a nonconforming structure . .{fil_ The use of a structure which is less than the required setback from the normal high• water line of a water body, tributary stream, or upland edge of a wetland may not be changed to another use unless the Planning Board, after receiving a written application, determines that the new use will have no greater adverse impact on the water body, tributary stream, or wetland, or on the subject or adjacent properties and resources, than the existing use. M In determining that no greater adverse impact will occur, the Planning Board shall require written documentation from the applicant regarding the probable effects on public health and safety, erosion and sedimentation, water quality, fish and wildlife habitat, vegetative cover, visual and actual points of public access to waters, natural beauty, floodplain management, archaeological and historic resources, and commercial fishing and maritime activities, and other functionally water-dependent uses. [Amended 6-12-2018] 225-8.10 Off Street Parking C. Off-street loading standards. ill The following minimum off-street loading bays or berths shall be provided and maintained in the case of new construction, alterations and changes of use: .{fil_ Office buildings, hotel and motel with a gross floor area of more than 100,000 square feet require one bay. Page 302 of 312Retail, wholesale, warehouse, governmental, institutional and industrial operations with a gross floor area of more than 5,000 square feet require the following: Gross Floor Area (square feet) Number of Bays 5,001 to 40,000 1 40,001 to 100,000 2 100,001 to 160,000 3 160,001 to 240,000 4 240,001 to 320,000 5 320,001 to 400,000 6 Each 90,000 square feet over 400,000 square feet require 1 additional bay .. (2) Each loading bay shall have minimum dimensions of 14 feet by 70 feet and may be located either within or without a building. Every part of such loading bay shall be located completely off the street. In case motor vehicles larger than the dimensions of the minimum loading bay habitually serve a given building, additional space shall be provided so that such vehicles shall park or stand completely off the street. m The Planning Board shall have full authority to waive the requirements of this section where it may be shown that appropriate parking and loading spaces maintained will be sufficient for the intended use. 225-3.3 H (5) Change of use of a nonconforming structure. @l_ The use of a structure which is less than the required setback from the normal high• water line of a water body, tributary stream, or upland edge of a wetland may not be changed to another use unless the Planning Board, after receiving a written application, determines that the new use will have no greater adverse impact on the water body, tributary stream, or wetland, or on the subject or adjacent properties and resources, than the existing use . .(bl_ In determining that no greater adverse impact will occur, the Planning Board shall require written documentation from the applicant regarding the probable effects on Page 303 of 312 Town of Ogunquit, ME § 225-3.3. Nonconforming structures. A. Nonconforming structure defined. A structure or portion thereof, lawfully existing at the time of adoption or amendment of this chapter, that does not conform to the setback, height, lot coverage, or footprint regulations of this chapter, which is allowed solely because it was in lawful existence at the time this chapter or subsequent amendment took effect. [Amended 6-8-2021 ATM by Art. 9] B. Maintenance permitted. A nonconforming building or structure may be maintained or repaired but no alterations which alter the essential use, density, footprint or facade shall be made except those required or permitted by law or ordinance. C. Enlargements controlled. [Amended 6-12-2012] ( 1) A nonconforming structure shall not be added to or enlarged unless such addition or enlargement conforms to all the regulations of the zone in which it is located. (2) Horizontal and/or vertical extension of walls or any portions of buildings that increase the building volume that is already in violation of setback requirements shall be considered as a prohibited expansion of a nonconforming structure. Within any Shoreland Zone, such horizontal or vertical expansion of structures that are nonconforming as to water body, tributary stream, or wetland setbacks shall be permitted, provided that it complies with Subsection H. [Amended 6-12-2018] (3) The addition of an open patio with no structures elevated more than three inches above original ground level shall not constitute the expansion of a nonconforming structure as of January 28, 1991. ( 4) The addition of steps or the enclosure of an existing porch shall not constitute the expansion of a nonconforming structure, but the addition of a deck does constitute the expansion of a nonconforming structure, and therefore, the deck shall meet all the dimensional requirements of this chapter. (5) Construction or enlargement of a foundation under an existing dwelling shall not be considered an expansion, provided that: (a) The construction or expansion does not expand the habitable space of the structure; and (b) The completed foundation does not extend beyond the exterior dimensions of the structure. ( 6) Construction or enlargement of a foundation shall be subject to the municipal plumbing laws (30-A M.R.S.A. Chapter 185, Subchapter 3) requiring new soils documentation. D. Relocation. A nonconforming structure may be relocated within the boundaries of the parcel on which the structure is located, provided that the site of relocation conforms to all setback requirements and provided that the applicant demonstrates that the present subsurface wastewater disposal system meets the requirements of state law and the State of Maine Subsurface Wastewater Disposal Rules, or that a new system can be installed in compliance with the law and rules. Down I oaded from hups :/ /ecode360. com/OG 38 70 on 2026-01-14 Page 304 of 312Town of Ogunquit, ME § 225-3.3 § 225-3.3 E. Reconstruction. Any nonconforming structure v,hich is hereafter damaged or destroyed by fire or any cause other than the vt'illful act of the owner or the ovmer'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, ef 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 exempted 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 ofrequired 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] (1) 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. l.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(l)(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 Note: Table 703.1 is included as an attachment to this chapter. Downloaded from https://ecode360.com/OG3870 on 2026-01-14 Page 305 of 312 Town of Ogunquit, ME § 225-3.3 § 225-3.3 if the expansion will not increase nonconformity with the water body, tributary stream or wetland setback requirement. Expansion of an accessory structure that is located closer to the normal high-water line of a water body, tributary stream, or upland edge of a wetland than the principal structure is prohibited, even if the expansion will not increase nonconformity with the water body, tributary stream, or wetland setback requirement. (b) Notwithstanding Subsection H(l)(a) above, if a legally existing nonconforming principal structure is entirely located less than 25 feet from the normal high-water line of a water body, tributary stream, or upland edge of a wetland, that structure may be expanded as follows, as long as all other applicable municipal land use standards are met and the expansion is not prohibited by Subsection H(l ): [1] The maximum total footprint for the principal structure may not be expanded to a size greater than 800 square feet or 30% larger than the footprint that existed on January 1, 1989, whichever is greater. The maximum height of the principal structure may not be made greater than 15 feet or the height of the existing structure, whichever is greater. ( c) All other legally existing nonconforming principal and accessory structures that do not meet the water body, tributary stream, or wetland setback requirements may be expanded or altered as follows, as long as other applicable municipal land use standards are met and the expansion is not prohibited by Subsection H(l) or Subsection H(l)(a) above: [l] For structures located less than 75 feet from the normal high-water line of a water body, tributary stream, or upland edge of a wetland, the maximum combined total footprint for all structures may not be expanded to a size greater than 1,000 square feet or 30% larger than the footprint that existed on January 1, 1989, whichever is greater. The maximum height of any structure may not be made greater than 20 feet or the height of the existing structure, whichever is greater. [2] For structures located less than 100 feet from the normal high-water line of a great pond classified as GP A or a river flowing to a great pond classified as GP A, the maximum combined total footprint for all structures may not be expanded to a size greater than 1,500 square feet or 30% larger than the footprint that existed on January 1, 1989, whichever is greater. The maximum height of any structure may not be made greater than 25 feet or the height of the existing structure, whichever is greater. Any portion of those structures located less than 75 feet from the normal high-water line of a water body, tributary stream, or upland edge of a wetland must meet the footprint and height limits in Subsection H( 1 )(b) [ 1] and ( c) [ 1] above. [3] In addition to the limitations in Subsection H(l )( c )[l] and [2], for structures that are legally nonconforming due to their location within the Resource Protection District when located at less than 250 feet from the normal high• water line of a water body or the upland edge of a wetland, the maximum combined total footprint for all structures may not be expanded to a size Downloaded from https://ecode360.com/OG3870 on 2026-01-14 Page 306 of 312Town of Ogunquit, ME § 225-3.3 § 225-3.3 greater than 1,500 square feet or 30% larger than the footprint that existed at the time the Resource Protection District was established on the lot, whichever is greater. The maximum height of any structure may not be made greater than 25 feet or the height of the existing structure, whichever is greater, except that any portion of those structures located less than 75 feet from the normal high-water line of a water body, tributary stream, or upland edge of a wetland must meet the footprint and height limits in Subsection H(l )(b )[1] and ( c )[1] above. ( d) An approved plan for expansion of a nonconforming structure must be recorded by the applicant with the Registry of Deeds, within 90 days of approval. The recorded plan must show the existing and proposed footprint of the nonconforming structure, the existing and proposed structure height, the footprint of any other structures on the parcel, the Shoreland Zone boundary and evidence of approval by the municipal review authority. (2) Foundations. Whenever a new, enlarged, or replacement foundation is constructed under a nonconforming structure, the structure and new foundation must be placed such that the setback requirement is met to the greatest practical extent as determined by the Planning Board or its designee, basing its decision on the criteria specified in Subsection H(3). (3) Relocation. (a) A nonconforming structure may be relocated within the boundaries of the parcel on which the structure is located, provided that the site of relocation conforms to all setback requirements to the greatest practical extent as determined by the Planning Board or its designee, and provided that the applicant demonstrates that the property can be connected to the public sewer, or that the present subsurface wastewater disposal system meets the requirements of state law and the State of Maine Subsurface Wastewater Disposal Rules (rules), or that a new system can be installed in compliance with the law and said rules. In no case shall a structure be relocated in a manner that causes the structure to be more nonconforming. (b) In determining whether the building relocation meets the setback to the greatest practical extent, the Planning Board or its designee shall consider the size of the lot, the slope of the land, the potential for soil erosion, the location of other structures on the property and on adjacent properties, and (if not served by public sewer service) the location of the septic system and other on-site soils suitable for septic systems, and the type and amount of vegetation to be removed to accomplish the relocation. ( c) When it is necessary to remove vegetation within the water or wetland setback area in order to relocate a structure, the Planning Board or its designee shall require replanting of native vegetation to compensate for the destroyed vegetation in accordance with§ 225-9.150. In addition, the area from which the relocated structure was removed must be replanted with vegetation. Replanting shall be required as follows: Downloaded from https://ecode360.com/OG3870 on 2026-01-14 Page 307 of 312 Town of Ogunquit, ME § 225-3.3 § 225-3.3 [1] Trees removed in order to relocate a structure must be replanted with at least one native tree, three feet in height, for every tree removed. If more than five trees are planted, no one species of tree shall make up more than 50% of the number of trees planted. Replaced trees must be planted no further from the water or wetland than the trees that were removed. Other woody and herbaceous vegetation, and ground cover, that are removed or destroyed in order to relocate a structure must be reestablished. An area at least the same size as the area where vegetation and/or ground cover was disturbed, damaged, or removed must be reestablished within the setback area. The vegetation and/or ground cover must consist of similar native vegetation and/ or ground cover that was disturbed, destroyed or removed. [2] Where feasible, when a structure is relocated on a parcel the original location of the structure shall be replanted with vegetation which may consist of grasses, shrubs, trees, or a combination thereof. ( 4) Reconstruction or replacement. (a) Any nonconforming structure which is located less than the required setback from the normal high-water line of a water body, tributary stream, or upland edge of a wetland and which is removed, or is damaged or destroyed, regardless of the cause, by more than 50% of its market value of the structure before such damage, destruction or removal, may be reconstructed or replaced, provided that a permit is obtained within 18 months of the date of said damage, destruction or removal, and provided that such reconstruction or replacement is in compliance with the water body, tributary stream or wetland setback requirement to the greatest practical extent as determined by the Planning Board or its designee in accordance with the purposes of this chapter. In no case shall a structure be reconstructed or replaced so as to increase its nonconformity. If the reconstructed or replacement structure is less than the required setback it shall not be any larger than the original structure, except as allowed pursuant to Subsection H(l) above, as determined by the nonconforming footprint of the reconstructed or replaced structure at its new location. If the total footprint of the original structure can be relocated or reconstructed beyond the required setback area, no portion of the relocated or reconstructed structure shall be replaced or constructed at less than the setback requirement for a new structure. When it is necessary to remove vegetation in order to replace or reconstruct a structure, vegetation shall be replanted in accordance with Subsection H(3) above. (b) Any nonconforming structure which is located less than the required setback from a water body, tributary stream, or wetland and which is removed by 50% or less of the market value, or damaged or destroyed by 50% or less of the market value of the structure, excluding normal maintenance and repair, may be reconstructed in place if a permit is obtained from the Code Enforcement Officer within one year of such damage, destruction, or removal. ( c) In determining whether the building reconstruction or replacement meets the water setback to the greatest practical extent, the Planning Board shall consider, in Downloaded from https://ecode360.com/OG3870 on 2026-01-14 Page 308 of 312Town of Ogunquit, ME § 225-3.3 § 225-3.3 addition to the criteria in Subsection H(3) above, the physical condition and type of foundation present, if any. [Amended 6-12-2012] ( 5) Change of use of a nonconforming structure. (a) The use of a structure which is less than the required setback from the normal high• water line of a water body, tributary stream, or upland edge of a wetland may not be changed to another use unless the Planning Board, after receiving a written application, determines that the new use will have no greater adverse impact on the water body, tributary stream, or wetland, or on the subject or adjacent properties and resources, than the existing use. (b) In determining that no greater adverse impact will occur, the Planning Board shall require written documentation from the applicant regarding the probable effects on public health and safety, erosion and sedimentation, water quality, fish and wildlife habitat, vegetative cover, visual and actual points of public access to waters, natural beauty, floodplain management, archaeological and historic resources, and commercial fishing and maritime activities, and other functionally water• dependent uses. [Amended 6-12-2018] Downloaded from https://ecode360.com/OG3870 on 2026-01-14 Page 309 of 312 Stormwater Runoff Strategy revisions 225-8.15 Prevention of erosion 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, current edition. § 225-8.10 Off-street parking and loading. D. Off-street parking standards. (7) Additional requirements in the Shoreland Zones. [Amended 6-8-2021 ATM by Art. 9] (b) Parking areas shall be designed to retain all stormwater runoff on site, where feasible. Table 703.1 Note 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 non• vegetated 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 Ill, 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%. reducing 70% with Playhouse. Add Definition of Stormwater Management and Stormwater Management Plan Suggestions: Stormwater management refers to a variety of techniques aimed at controlling and treating untreated contaminated rainwater and melted snow runoff in urban areas, to mitigate issues such as flooding, erosion, and pollution in natural waterways. Stormwater Management Plan (SWMP) means a stormwater management program required under the general permit for the Discharge of Stormwater from Small Page 310 of 312Municipal Separate Storm Sewer Systems, designed to reduce the discharge of pollutants from the small MS4 to the maximum extent practicable (MEP), to protect water quality, and to satisfy the appropriate water quality requirements of the Clean Water Act. § 240-6.1 Procedure. 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 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. § 240-10.5 Storm drainage design standards. A. Adequate provision shall be made for disposal of all stormwater collected in streets and areas tributary to the street system and underground water through ditches, culverts, under drain and/or stormwater drainage systems. LJ.l_ All stormwater systems shall be designed to meet the criteria of a fifty year storm based on rainfall data from Weather Bureau records in Portland. [Amended 11-3-2020 STM by Art. 3] Ogunquit rain events Years: 25 50 100 6.51 7.41 8.40 24 hour event (4.87-8.85) (5.47-10.3) (6.08-12.2) - I (2) Industry standard conveyances for outlets to drainage systems must be provided. Page 311 of 312§ 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 one 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] § 240-7.3 Submissions. B. The final plan shall include or be accompanied by the following information: (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 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 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] From (13) and (14) above, deleted "the subdivision is not in the watershed of a great pond, the proposed subdivision will not involve grading which changes drainage patterns, and" Page 312 of 312