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1000-114.-11-1
Michaelis,Jessica From: Michaelis,Jessica Sent: Wednesday,July 2,2025 2:33 PM To: Fuentes,Kim;Cerezo,Mara Cc: Lanza,Heather;Sakarellos,Elizabeth;Westermann,Donna Subject: RE:ZBA-Special Exception Church of the Sacred Heart Attachments: RC Church Negative Declaration.pdf Negative Declaration attached. Jessica Michaelis Senior Office Assistant Southold Town Planning Department 54375 NYS Route 25 P.O. Box 1179 Southold,NY 11971 Phone: 631-765-1938 Email:1essicaM ,southoldtownny.g From: Fuentes, Kim <kim.fuentes@town.southold.ny.us> Sent:Wednesday,July 2, 2025 2:16 PM To:Cerezo, Mara <marac@southoldtownny.gov> Cc: Lanza, Heather<heather.lanza@town.southold.ny.us>; Michaelis,Jessica<jessica.michaeIis@town.southo Id.ny.us>; Sakarellos, Elizabeth<elizabeth.sakarellos@town.southold.ny.us>;Westermann, Donna <donnaw@town.southold.ny.us> Subject:ZBA-Special Exception Church of the Sacred Heart Hi Mara, Please let us know if SEQRA has been completed, so that the ZBA may make their decision on the Special Exception application. It was Closed subject to receipt of Planning Board comments and SEQRA Review in November 2024. Thank you. Kim E. Fuentes Board Assistant J Zoning Board of Appeals Coordinator, Historic Preservation Commission Town of Southold 631-765-1809 kim ri southoldtownnv.gov Location: 54375 Main Road Mail:P.O. Box 1179 Southold, NY 11971 IMPORTANT-. All surveyslsite plans and architecturallengineered plans submitted to this office shall be dated, signed and sealed. We will only accept revised surveyslsite plans and engineeredlarchitectural plans that indicate a revision date, and are signed and sealed by the design professional. 2 BOARD MEMBERS ��OF SO(/T Southold Town Hall Leslie Kanes Weisman, Chairperson �O 1p 53095 Main Road - P.O. Box 1179 .� Southold,NY 11971-0959 Patricia Acampora T Office Location: Eric Dantes gyp@ Town Annex/First Floor, Robert Lehnert,Jr. l. 54375 Main Road(at Youngs Avenue) Nicholas Planamento y�oUN111 Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 MEMO TO: Plannina Board FROM: Leslie K. Weisman, ZBA Chairperson DATE: August 5, 2024 SUBJECT: Request for Comments ZBA#7960SE — RC Church of the Sacred Heart The ZBA is reviewing the following application. Enclosed are copies of Building Department's Notice of Disapproval, ZBA application, and current map on file. Your review and comments are requested at this time. **SEQRA review is also required. (Full EAF enclosed) The file is available for review of additional documentation at your convenience for reference if needed. Applicant: RC Church of the Sacred Heart Tax # Zone District: 1000-114.-11-1 ZBA#: 7960SE Sv b f lYl� Hearing Date: November 7, 2024 LRECode Section: Art III Sec 280-13B(2) 7ZJ24Date of Stamped Site Plan : last dated July 19, 2024 Town Board Preparer of Site Plan: KEY Civil Engineering Thank you. Encls. CC: Mark Terry, Assistant Town Planning Director, LWRP Coordinator TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: July 10, 2024 TO: Joseph Neitzel (RC Church of the Sacred Heart) 406 North Country Road St. James,NY 11780 Please take notice that your application dated May 6, 2024: For permit to: construct a parish center at: Location of property: 14300 Route 25, Mattituck,NY County Tax Map No. 1000—Section 114 Block 11 Lot 1 Is returned herewith and disapproved on the following grounds: Pursuant to Article XXIII, Section 280-127, the proposed use requires site plan approval from the Southold Town PlanningBoard. oard. In addition,the proposed construction requires Special Exception approval from the Zoning Board of Appeals. You may now apply to these agencies directly. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Planning Board ZONING BOARD OF APPEALS TOWN OF SOUTHOLD,NEW YORK Phone(631) 765-1809 APPLICATION FOR GENERAL SPECIAL EXCEPTION Applicant(s)/Owner(s): Roman Catholic Church of the Sacred Heart Parcel Location: House No. 14300 Street Route 25 Hamlet Mattituck Contact phone numbers: c/o 6 3 1 - 7 6 5 -4 3 3 0 Email: pcmoore@mooreattys.com SCTM No. 1000 Section 114 Block 11 Lot(s) 1 Lot Size 5.56 acres—Zone District RO (R-40)split zone hereby apply to THE ZONING BOARD OF APPEALS for a SPECIAL EXCEPTION in accordance with the ZONING ORDINANCE,ARTICLE 280,SECTION 13_,SUBSECTION(b) Please indicate Special Exception criteria/requirements are met,if any: Parish center for Roman Catholic Church of Sacred Heart for the following uses and purposes: program space for the church As shown on the attached survey/site plan drawn to scale. Site Plan review [X] IS or [ ] IS NOT required. Name of Agent/Representative: for( )Owner(X )Other: Patricia C.Moore Esq.' Address: 51020 Main Road, Southold NY 11971 Telephone: 631-765-4330 Email: pcmoore@mooreLttys.com s.com A. Statement of Ownership and Interest: Rev.Michael J.Bartholomew Pastor is the s)Representative of property known and referred to as Roman Catholic Church of Sacred Heart(House No., Street, Hamlet)27905 Main Road,P.O.Box 926, Cutchogue NY 11935 identified on the Suffolk County Tax Maps as District 1000, Section 114,Block 11,Lot 1,and shown on the attached deed. The above-described property was acquired by the owner on B. The applicant alleges that the approval of this exception would be in harmony with the intent and purpose of said zoning ordinance and that the proposed use conforms to the standards prescribed therefore in said ordinance and would not be detrimental to property or persons in the neighborhood for the following reasons: The Parish Center provides program space for the church. The building is located on the same property as the Roman Catholic Church of Sacred Heart. C. The property which is subject of this application is zoned R-40 and[X]is consistent with the use(s)described in the Certificate of Occupancy(attach copy),or [ ] is not consistent with the Certificate of Occupancy being furnished herewith for the following reason(s): A new building is proposed. The parcel is over 5.6 acres and contains the existing Roman Catholic church and a dwelling Please indicate(check)whether premises is vacant land: [X] Zoning Board of Appeals-Page 2-Application—Special Exception-General General Standards,please answer the following as it pertains to your A. The use will not prevent the orderly and reasonable use of adjacent properties or of properties in adjacent use districts BECAUSE: The program center is designed for flexible use by the Church. The rooms will be used for office space, faith formations for all age groups,interdenominational group meeting space,and religious gatherings. B. The use will not prevent the orderly and reasonable use of permitted or legally established uses in the district wherein the requested use is located or of permitted or legally established uses in adjacent use districts BECAUSE: the parish building will be used in conjunction with the Sacred Heart Church on the property. C. The safety,the health,the welfare,the comfort,the convenience or the order of the town will not be adversely affected by the proposed use and its location BECAUSE: The building will be safe,clean,and handicap compliant. D. The use will be in harmony with and promote the general purposes and intent of Chapter 280-142 BECAUSE The use of the property is religious worship and instruction. E. The use will be compatible with its surroundings and with the character of the neighborhood and of the community in general,particularly with regard to visibility, scale and overall appearance BECAUSE: The parish center are designed to fit into the residential character of the neighborhood. F. All proposed structures,equipment,and material shall be readily accessible for fire and police protection BECAUSE: The access to and from the property will be reviewed by the Planning Board and the building is both fire code compliant and handicap compliant. G. The proposal shall comply with the requirements of Chapter 236, Storm-water Management BECAUSE: drainage for the new building is provided. By signing this document,the PROPERTY OWNER understands that pursuant to Section 280-141D [including 280-141D(1),D(2),D(3)] of the Code of the Town of Southold,a violation of any limitation or condition of a special exception approval or of any provision of this chapter applicable to a special exception use shall constitute a violation of this chapter.The Zoning Board of Appeals shall retain jurisdiction and shall have the right,after a public hearing,to modify,suspend or revoke such approval or any term or condition thereof or to impose thereon one or more new conditions,all on the grounds listed in Chapter 280-141D [including 280-141D(1),D(2), D(3)] of the Code of the Town of Southold. FURTHERMORE,IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE TOWN CODE REQUIRED TIME FRAME. SEE CHAPTER 280-141C. Signatur o Applicant or Authorized Agent (Agent m st submit written Authorization from Owner) /� tG a COUNTY OF SUFFOLK) PRINT NAME ss.: STATE OF NEW YORK) Sworn to before me this 30 day KYLEE S DEFFIESE Of (. 1 ' `� 20 24 NOTARY PUBLIC-STATE OF NEW YORK N o.01 DE6420156 Ado 1'%JJAN Qualified in Suffolk County (Kota Public) My Commission Expires 08-02-2025 Zoning Board of Appeals APPLICANT'S PROJECT DESCRIPTION Please complete sections below that apply APPLICANT:Rev.Michael J.Bartholomew Pastor SCTM No. 1000-114-11-1 1.For Demolition of Existing Building Areas: Please describe areas being removed: none New Construction Areas(New Dwelling or New Additions/Extensions): Dimensions of first floor extension: First floor 8,500 SF Dimensions of new second floor: none Dimensions of floor above second level: partial cellar 2,020 FS Height(from existing natural grade): one story Is basement or lowest floor area being constructed? If yes, please provide height(above ground) measured from natural existing grade to first floor: finished floor elevation 25(surrounding ground @24) H. Proposed Construction Description(Alterations or Structural Changes) (Attach extra sheet if necessary).Please describe building areas: Number of Floors and General Characteristics BEFORE Alterations:vacant Number of Floors and Changes WITH Alterations: one story building III.Calculations of building areas and lot coverage,GFA,sky plane(From Surveyor,Design Professional): Existing square footage of buildings on your property: Not Applicable-commercial-religious use Proposed increase of building coverage: Square footage of your lot: Percentage of coverage of your lot by building area(lot coverage) Gross Floor Area(GFA)of a residential dwelling on a residential lot, including the attached garage and/or habitable detached accessory structure: (Please refer to Chapter 280, Section 280-207 of the Town Code): For Residential dwellings on Residential lots, is project within the allowable Sky Plane?(Please refer to Chapter 280, Section 280-208 of the Town Code): Purpose of New Construction: Parish Center for Catholic Church of Sacred Heart IV.Please describe the land contours(flat,slope %,heavily wooded,marsh area,etc.)on your land and how it relates to the difficulty in meeting the code requirement(s): Describe on separate page if needed: flat and wooded,contains the existing church built in 1931 and an existing house,the parish center is proposed Please submit 8 sets of photos,labeled to show different angles of yard areas after staking corners for new construction,and photos of building area to be altered with yard view. Revised:03/2024 QUESTIONNAIRE SPECIAL EXCEPTION FOR FILING WITH YOUR ZBA APPLICATION a) Has a determination been made regarding Site Plan review? Yes X No If no,please inquiry with the ZBA office. If site plan is required,you may apply to the Planning Dept. at the same time so both applications can be reviewed concurrently. b) Are there any proposals to change or alter land contours? a. X No Yes,please explain on attached sheet. c) Are there areas that contain sand or wetland grasses?No d) Are those areas shown on the survey submitted with this application? n/a e) Is the property bulk headed between the wetlands area and the upland building area? N/A f) If your property contains wetlands or pond areas,have you contacted the Office of the Town Board of Trustees for its determination of jurisdiction?N/A Please confirm status of your inquiry or application with the Trustees: and if issued,please attach copies of permit with conditions and approved survey. g) Is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level? NO h) Are there any patios,concrete barriers,bulkheads or fences that exist that are not shown on the survey that you are submitting?NO Please show area of the structures on a diagram if any exist or state none on the above line. i) Do you have any construction taking place at this time concerning your premises?NO If yes,please submit a copy of your building permit and survey as approved by the Building Department and please describe: j) Please attach all pre-certificates of occupancy and certificates of occupancy for the subject premises. If any are lacking, please apply to the Building Department to obtain copies of them. k) Do you or any co-owner also own other land adjoining or close to this parcel?NO. If yes,please label the proximity of your lands on your survey. 1) Please list present use or operations conducted at this parcel Church,existing residence and the proposed use church,existing residence,and Parish Center .(ex: existing single family,proposed: same with garage, pool or other or vacant proposed office with apartments above, etc.) Authorized si a and Date Patricia C.Moore Esq. Print Name and Title(Owner,Representative) Town of Southold Annex 1/31/2012 54375 Main Road Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 35423 Date: 1/31/2012 THIS CERTIFIES that the building COMMERCIAL ADDITION Location of Property: 14300 Route#25,Mattituck,N Y, SCTM#: 473889 Sec/Block/Lot: 114,11-1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this ofliced dated 9/9/2011 pursuant to which Building Permit No. 36735 dated 10/5/2011 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Additions&Alterations to a Commercial Building(Church?; Handicap Ramp and Handicap Bathroom, as applied for. The certificate is issued to Roman Catholic Church (OWNER)of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 36735 1/23/12 PLUMBERS CERTIFICATION DATED 1/25/12 Burts Reliable Inc ut oriz Si Lure Town of Southold Annex 8/20/2012 4' P.O.Box 1179 s 54375 Main Road K Southold,New York 11971 p� CERTIFICATE OF OCCUPANCY No: 35900 Date: 8/20/2012 THIS CERTIFIES that the building ELECTRICAL Location of Property: 14300 Route 25,Mattituck, SCTM#: 473889 Sec/Block/Lot: 114.-11-1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this otI'iced dated 8/16/2012 pursuant to which Building Permit No. 37449 dated 8/16/2012 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Parking Lot Lights The certificate is issued to Roman Catholic Church _ (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37449 08/16/2012 PLUMBERS CERTIFICATION DATED Authorized Signature S�FiXz G. Town of Southold 4/29/2022 0 P.O.Box 1179 53095 Main Rd ef1 Southold,New York 11971 � pl # stir CERTIFICATE OF OCCUPANCY No: 43015 Date: 4/29/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 14300 Route 25,Mattituck SCTM#: 473889 Sec/Block/Lot: 114.-11-1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/1/2020 pursuant to which Building Permit No. 45153 dated 9/l/2020 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: modular single-family dwelling with unfinished basement,covered entry,rear deck and attached garage as applied for. The certificate is issued to Roman Catholic Church of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C-20-0095 1/7/2022 ELECTRICAL CERTIFICATE NO. 45153 11/16/2021 PLUMBERS CERTIFICATION DATED 9/30/2021 JospkTepley Au o 'zed i ature »art.=-STATUTonY rOnrA A. .rvr.u,^',-❑v:•rr;.,, k,q.. 1..,•, m...n:: , .,.t,.,l'.::a W uMY N—).00,Full t. !I (llfal:l,.f Ohl.�in•5 r,(1!,li•7 7i r:r!rv:.n,•rnY s,rt(, i fel.i,t 1,(., F!'v v.•„1; �` •• rtrx^ Ji�[ic7 tfie., ! �✓ZF\, [1a).u/ August , }tir,[lrr-n l„ltturcrr i :!fir'#1tr ;Uxt., RIGHT Fw�VLREND THOUL3 L. MOLLO , 1). 7). , Bj.Fsliop of 13r.00lc- '1 - : I Bbrotg of rock1yn,, Gai)i.ty b Ki;nss, City aml Stat e of 1!I f'r , Y ef Me .re F lid"! NTH S t NfAN;;'. Q 0 AC ED T 4' LQ HLt1�0I3 _ 'fiJiE k HEART A OUT HOG- I�N+�� > yUI1'1!Y:`OT�'`Sf�H'FO C� 'IN•.23i1C; .TATE OF::N W XORK a .domestic _- r; =w. .his orarstiori '.loaat®d At•'.cutollogus, .Suffolk County} 5t'ete ` Q ±+ ty; 'Y''•(y",a Sii ir' '1r �;:. aa''..:' 7; 57:, _<.rr ,-;�w.ai"�<.• ;.Cr;S✓.ham:. - s3': .<• Me f[co,I!/pnJ r, S•:<t°i.:k5.'dr:k'n�t�` J�;' '%Ih_�74• di;rf-;fig ' 'aiI't� 3';.CI .•fib s;? d/tu�l/tC.•`¢r o t/Lc I'S a 't .t•�, - ,.� _ -;ti;;; �� �:1$.1'�I�.t. p ly ,/ ff !p f , J r.cunrtdera/tou.U! One i` :..fix,-,.,:: ,.::• a i'fy:k DOl[r tt'J �U 1!j 1 U fl /ltE U 1C /t:�� ! ,tt•C lit t[.[,: :�- - - �, 1. Y I 5 rt� t' ;; .a>M ti:�:. u: .:�.;..�-���-�:, Ad,.» b� .�E3g.�'•e,nd+:value.ble,. 00nm �:erations. .. ;, :.:<; d..?� 1. !i ''�....-:......,. of 1/•te s.ctiJtd ji[rJ'!�•[to . JeG? r aJtl.aJi[f rele[tse uula dre al!y xz f...,.h ,., cu• f; `.its successors.. - - andQSSJ 7tS VJ'/"I,'ey rL. _ 1:: b } rf, ham," L l x.t iu.:pieq or. p rc f land situate, lying; and being at e.'>�'u �:��fiiok'`�~�. 'Rn• $btit old Co of Suffollc and State of Not York ` idUnaU4_-1 hd�deaoribed ae :�bllowa, `ro brit": the northweetezrly corner of the promises to be des- - fids,:et:a ` ranits monuument set ti':t. the toint of irite]cseotion of't11e �;,` -` > •,�:_Yit °t�iABHte y °tlorhex'd. of the.land of School District No:9 of Southold is EtlXtl'tC A`.'s0uitherly:line of.Main Street and. from said point of beginning .following courses anti distances alona the southerly line iCiE;`T�aittlitt4ot..N. 730 -11± E. •87.48 'feet to a granite monument; thence 141.87'feet to another granite monument; thence 'IZ...88°,•,,°:9! :•2011• E. 168.70 feet to a granite monwnent set-at the point ot interseotion of the southerly line of Main Street and the.wesLo.r1y line of Reeve Place; thence along the-westerly side of said Reeve Place S. 80 551 1011 E: G77.78 fet9h to a granite monument ;yet at the point of intersection of other Jared of Florence fleeve. Tilley mail t1iC1 westerly line of Reeve Place; theaoe al.ang lam.,i of: gain i1J.a.tl:,ncc. Reeve Tilley N. 890 581 5011 17. 277 5,-�L5 feet 'to a graniii[ �;;I.mua?lent:; 11 ;I Atid tbesazLl party of tiho".t'f.-r^.?I; �j ' I CDLF311ai11. f3, as frJ/f.'UZI�<; Thal said pt_t.rty of the ).'test part- :i /he sftld.PI-mums xlt fee.flJltPA" 1171f 1(7. 's 'Gyn l 1"1frG.l to c(pli!r'Y/kc A7.J1J•; ..:�'$Ciilttl. Tlia�[IJe f,al'l y rJf//trr ,.r;u;td/rTJ L s/t.rl!1 g7ticlh nn%nl the- .crrJ I.tie �lilrb.—Thal!/te satd/�1cmurs are %rYnz Iju;u t11cJF»1G1ranu's; t. - - _ F 4 n 1/Jc, /ltsl. .f-/- zr.,ill Lz.t:cOtt- 01 �!I'vcJN'c atli( fin'Nlrr - r�1ti1P#1�:�?ltal Me.fial't y � /' j a&i"rratrce of lltr.INC Al a scud party.O1' the first part '7.1!/ .to/It1E li > 1 1 1L L(71' f //- L J'L.'7JL'1'L 1 17l A 1 ` f of lhtt llsl xul ha S. herculdo stet l s `s�: - Hi�i��< /Dlaat�t':� 4 girt,i tt•.seal: ::.llte:d� ar � ear/i 1 s l above Gw ll , i - f - 9�11l1`. r� 4 y S:x r .I rk, I d-ay of A.14SP15't nlnl'iCCll I11lI1tITeLI nn(1 =..< b'eforcine°came RIGHT. I3LVEREND THOILL-3 MOLLOY, 1). D., i:.... known aisit'Imosvn to me to 6e the individual dcsu'iLcll ill, andwho c::ccuted, the fore- i;,goirig §tttutlent,and acknowledged to fne that he ex the salve. WAAAEN.F.On EC NNA40H 4ierko4 suitof)cCountrj ' r• t,41 a r ED 44. r i ti� yt ti •� � r - r- r i .`4V s 1 ��h1 ' A ♦ fit' r C dl�' ��•, .. $. '. � � ! � :..� r Y ` h.♦ r _,� � �, � • 'i � � r , � �, �. t . ,O i it �� ys�; ..' r:: f � r,..,.,p". .. _� � `,, � �� � - '.t ' �� � � {.. �.a e� .: ! �1 *• i C >Y w 1 • • _ ', 4io it '.� rr� •R r _ yr. . f1 ��' Il[.1t1111�• i� � 1 11t1{�.tl ii, �? •w, Iti APPLICANT TRANSACTIONAL DISCLOSURE FORM (FOR SUBMISSION BY OWNER and OWNERS AGENT) The Town of Southolds Code of Ethics prohibits conflicts of interest on the part of Town officers and employees The purpose of this form is to provide information which can alert the Town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: BARTHOLOMEW, MICHAEL J. PASTOR OF THE ROMAN CATHOLIC CHURCH OF SACRED HEART AT CUTCHOGUE AND PATRICIA C.MOORE NATURE OF APPLICATION:(Check all that apply.) Tax Grievance Variance _X Special Exception If Other, name the activity: Change of Zone Approval of Plat Exemption from Plat or Official Map Other Trustees Do you personally, (or through your company, spouse, sibling, parent, or child) have a relationship with any officer or employee of the Town of Southold?Relationship includes by blood,marriage,or business interest.A business interest means a business, including a partnership,in which the Town officer or employee has even a partial ownership of(or employment by) a corporation in which the Town officer or employee owns more than 5%of the shares. YES NO_X Complete the balance of this form and date and sign below where indicated. Name of person employed by the Town of Southold: Title or position of that person: Describe that relationship between yourself(the applicant)and the Town officer or employee. Either check the appropriate line A through D(below)and/or describe the relationship in the space provided. The Town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity (when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this day of The Roman Catholic Church Of Sacred Heart at gutchogue Signature: k'Az;';&Aeie By:Rev.Michae J.Batholomew atricia C.Moore Board of Zoning Appeals Application OWNER'S AUTHORIZATION (Where the Applicant is not the Owner) I,Rev. Michael J.Bartholomew,Pastor of The Roman Catholic Church of Sacred Heart at Cutchogue having a mailing address at 14300 Main Road,Mattituck,NY 11952 do hereby authorize Patricia C. Moore to apply for variance(s)on my behalf from the Southold Zoning Board of Appeals. By signing this document,the Property Owner understands that pursuant to Chapter 280- 146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration,grant an extension not to exceed three(3) consecutive one(1)year terms.IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. The Roman Catholic Church Of Sacred Heart at utchogue By: Rev. 'cha 1 J.Bartholomew AGRICULTURAL DATA STATEMENT ZONING BOARD OF APPEALS TOWN OF SOUTHOLD WHEN TO USE THIS FORM: This form must be completed by the applicant for any special use permit,site plan approval,use variance, area variance or subdivision approval on property within an agricultural district OR within 500 feet of a farm operation located in an agricultural district. All applications requiring an agricultural data statement must be referred to the Suffolk County Department of Planning in accordance with Section 239m and 239n of the General Municipal Law. 1. Name of Applicant:Rev.Michael J.Bartholomew Pastor 2. Address of Applicant:27905 Main Road,P.O.box 926,Cutchogue 3. Name of Land Owner(if other than Applicant): Roman Catholic Church of Sacred Heart 4. Address of Land Owner: 5. Description of Proposed Project: Parish Center 6. Location of Property:(Road and Tax map number): 14300 Route 25,Mattituck SCTM#1000-114-11-1 7. Is the parcel within 500 feet of a farm operation? { } Yes {X }No 8. Is this parcel actively farmed? { } Yes { X) No 9. Name and addresses of any owner(s)of land within the agricultural district containing active farm operations. Suffolk County Tax Lot numbers will be provided to you by the Zoning Board Staff. It is the Applicant's responsibility to obtain the current names and mailing addresses from the Town Assessor's Office(765-1937) NAME and ADDRESS 1. 2. 3. 4. 5. 6. (Please use the back of this page if there are additional property owners) / l Signature of A t Date Note: 1. The local Board will solicit comments from the owners of land identified above in order to consider the effect of the proposed action on their farm operation. Solicitations will be made by supplying a copy of this statement. 2. Comments returned to the local Board will be taken into consideration as part as the overall review of this application. 3. Copies of the completed Agricultural Data Statement shall be sent by applicant to the property owners identified above. The cost for mailing shall be paid by the Applicant. �z� c Full Environmental Assessment Form Part 1-Project and Setting RECEIVE® Instructions for Completing Part 1 AUG 0 1 2024 Part 1 is to be completed by the applicant or project sponsor. Responses become part of the application for approval or funding, are subject to public review,and may be subject to further verification. ZONING BOARD OF APPEALS Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information;indicate whether missing information does not exist, or is not reasonably available to the sponsor;and,when possible,generally describe work or studies which would be necessary to update or fully develop that information. Applicants/sponsors must complete all items in Sections A&B. In Sections C,D&E,most items contain an initial question that must be answered either"Yes"or"No". If the answer to the initial question is"Yes",complete the sub-questions that follow. If the answer to the initial question is"No.",proceed to the next question. Section F allows the project sponsor to identify and attach any additional information. Section G requires the name and signature of the applicant or project sponsor to verify that the information contained in Part 1 is accurate and complete. A.Project and Applicant/Sponsor Information. Name of Action or Project: Roman Catholic Church of the Sacred Heart Project Location(describe,and attach a general location map): 14300 Route 25,Mattituck Brief Description of Proposed Action(include purpose or need): Parish center with office spaces and faith based meetings and religious education Name of Applicant/Sponsor: Telephone: Rev.Michael J.Bartholomew,Pastor E-Mail: Address:PO Box 926 City/PO:Cutchogue State:NY Zip Code:11935 Project Contact(if not same as sponsor;give name and title/role): Telephone:631-765-4330 Patricia C.Moore,Attorney E-Mail:pcmoore@mooreattys.com Address: 51020 Route 25 City/PO: State: Zip Code: Southold NY 111971 Property Owner (if not same as sponsor): Telephone: Roman Catholic Church of the Sacred Heart E-Mail: Address: PO Box 926 City/PO: Cutchogue State: NY Zip Code:11935 Page 1 of 13 FEAF 2019 f B.Government Approvals B.Government Approvals,Funding,or Sponsorship. ("Funding"includes grants,loans,tax relief,and any other forms of financial assistance.) Government Entity If Yes: Identify Agency and Approval(s) Application Date Required (Actual or projected) a.City Council,Town Board, ❑Yes®No or Village Board of Trustees b.City,Town or Village ®Yes❑No Southold Town Planning Board Submitted July 30,2024 Planning Board or Commission c.City,Town or ®Yes❑No Southold Town ZBA Submitted July 30,2024 Village Zoning Board of Appeals d.Other local agencies ❑YesR]No e.County agencies ®Yes❑No Suffolk County Department of Health Services anticipated submission 8/15/24 f.Regional agencies ❑YesoNo g.State agencies ❑Yes®No h.Federal agencies ❑Yes®No i. Coastal Resources. i. Is the project site within a Coastal Area,or the waterfront area of a Designated Inland Waterway? ❑Yes®No U. Is the project site located in a community with an approved Local Waterfront Revitalization Program? ❑Yes®No iii. Is the project site within a Coastal Erosion Hazard Area? ❑Yes®No C.Planning and Zoning C.I.Planning and zoning actions. Will administrative or legislative adoption,or amendment of a plan,local law,ordinance,rule or regulation be the ❑Yes®No only approval(s)which must be granted to enable the proposed action to proceed? • If Yes,complete sections C,F and G. • If No,proceed to question C.2 and complete all remaining sections and questions in Part 1 C.2.Adopted land use plans. a.Do any municipally-adopted (city,town,village or county)comprehensive land use plan(s)include the site ❑Yes®No where the proposed action would be located? If Yes,does the comprehensive plan include specific recommendations for the site where the proposed action ❑Yes❑No would be located? b.Is the site of the proposed action within any local or regional special planning district(for example:Greenway; ❑Yes®No Brownfield Opportunity Area(BOA);designated State or Federal heritage area;watershed management plan; or other?) If Yes,identify the plan(s): c. Is the proposed action located wholly or partially within an area listed in an adopted municipal open space plan, ❑Yes®No or an adopted municipal farmland protection plan? If Yes,identify the plan(s): Page 2 of 13 C.3. Zoning a. Is the site of the proposed action located in a municipality with an adopted zoning law or ordinance. ®Yes❑No If Yes,what is the zoning classification(s)including any applicable overlay district? RO Zoning&R-40 Zoning b. Is the use permitted or allowed by a special or conditional use permit? ®Yes❑No c.Is a zoning change requested as part of the proposed action? ❑Yes®No If Yes, i. What is the proposed new zoning for the site? CA.Existing community services. a.In what school district is the project site located?Mattituck-Cutchogue b.What police or other public protection forces serve the project site? Southold Town Police Deoartment c.Which fire protection and emergency medical services serve the project site? d.What parks serve the project site? N/A /,,f all Ll �t.t D.Project Details D.I.Proposed and Potential Development a.What is the general nature of the proposed action(e.g.,residential,industrial,commercial,recreational;if mixed,include all components)?Commercial(4 Ll b.a.Total acreage of the site of the proposed action? 5.6 acres b.Total acreage to be physically disturbed? .8 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 5.6 acres c.Is the proposed action an expansion of an existing project or use? ®Yes[]No i. If Yes,what is the approximate percentage of the proposed expansion and identify the units(e.g.,acres,miles,housing units, square feet)? % 8,200 Units: sgaure feet d.Is the proposed action a subdivision,or does it include a subdivision? ❑Yes®No If Yes, i. Purpose or type of subdivision?(e.g.,residential,industrial,commercial;if mixed,specify types) ii.Is a cluster/conservation layout proposed? ❑Yes ONo iii.Number of lots proposed? iv. Minimum and maximum proposed lot sizes? Minimum Maximum e.Will the proposed action be constructed in multiple phases? ❑Yes®No i. If No,anticipated period of construction: 10 months ii. If Yes: • Total number of phases anticipated • Anticipated commencement date of phase 1 (including demolition) month year • Anticipated completion date of final phase month wear • Generally describe connections or relationships among phases,including any contingencies where progress of one phase may determine timing or duration of future phases: Page 3 of 13 f.Does the project include new residential uses? ❑Yes®No If Yes,show numbers of units proposed. One Family Two Family Three Family Multiple Famil four or more Initial Phase At completion of all phases g.Does the proposed action include new non-residential construction(including expansions)? ®Yes❑No If Yes, L Total number of strictures ii. Dimensions(in feet)of largest proposed structure: 22 height; 57 width; and 138 length iii. Approximate extent of building space to be heated or cooled: 8.200 square feet h.Does the proposed action include construction or other activities that will result in the impoundment of any ❑Yes®No liquids,such as creation of a water supply,reservoir,pond,lake,waste lagoon or other storage? If Yes, L Purpose of the impoundment: ii. If a water impoundment,the principal source of the water: ❑ Ground water❑Surface water streams❑Other specify: iii. If other than water,identify the type of impounded/contained liquids and their source. iv. Approximate size of the proposed impoundment. Volume: million gallons;surface area: acres v.Dimensions of the proposed dam or impounding structure: height; length vi. Construction method/materials for the proposed dam or impounding structure(e.g.,earth full,rock,wood,concrete): D.2. Project Operations a.Does the proposed action include any excavation,mining,or dredging,during construction,operations,or both? ❑YesZNo (Not including general site preparation,grading or installation of utilities or foundations where all excavated materials will remain onsite) If Yes: i.What is the purpose of the excavation or dredging? ii. How much material(including rock,earth,sediments,etc.)is proposed to be removed from the site? • Volume(specify tons or cubic yards): • Over what duration of time? iii. Describe nature and characteristics of materials to be excavated or dredged,and plans to use,manage or dispose of them. iv. Will there be onsite dewatering or processing of excavated materials? Yes No If yes,describe. v.What is the total area to be dredged or excavated? acres vi. What is the maximum area to be worked at any one time? acres vii.What would be the maximum depth of excavation or dredging? feet vid. Will the excavation require blasting? ❑Yes❑No ix. Summarize site reclamation goals and plan: b.Would the proposed action cause or result in alteration of,increase or decrease in size of,or encroachment ❑Yes®No into any existing wetland,waterbody,shoreline,beach or adjacent area? If Yes: i.Identify the wetland or waterbody which would be affected(by name,water index number,wetland map number or geographic description): Page 4 of 13 fi.Describe how the proposed action would affect that waterbody or wetland,e.g.excavation,fill,placement of structures,or alteration of channels,banks and shorelines. Indicate extent of activities,alterations and additions in square feet or acres: iii.Will the proposed action cause or result in disturbance to bottom sediments? ❑Yes❑No If Yes,describe: iv. Will the proposed action cause or result in the destruction or removal of aquatic vegetation? ❑Yes❑No If Yes: • acres of aquatic vegetation proposed to be removed: • expected acreage of aquatic vegetation remaining after project completion: • purpose of proposed removal(e.g.beach clearing,invasive species control,boat access): • proposed method of plant removal: • if chemical/herbicide treatment will be used,specify product(s): v. Describe any proposed reclamation/mitigation following disturbance: c.Will the proposed action use,or create a new demand for water? ®Yes❑No If Yes: i. Total anticipated water usage/demand per day: 1,200 gallons/day ii. Will the proposed action obtain water from an existing public water supply? ®Yes❑No If Yes: • Name of district or service area: Suffolk County Water Authority • Does the existing public water supply have capacity to serve the proposal? OYes❑No • Is the project site in the existing district? ®Yes❑No • Is expansion of the district needed? ❑Yes®No • Do existing lines serve the project site? ®Yes❑No iii. Will line extension within an existing district be necessary to supply the project? ❑Yes®No If Yes: • Describe extensions or capacity expansions proposed to serve this project: • Source(s)of supply for the district: L,'A iv. Is a new water supply district or service area proposed to be formed to serve the project site? ❑Ye5®No If,Yes: • Applicant/sponsor for new district: • Date application submitted or anticipated: • Proposed source(s)of supply for new district: v. If a public water supply will not be used,describe plans to provide water supply for the project: vi.If water supply will be from wells(public or private),what is the maximum pumping capacity: gallons/minute. d.Will the proposed action generate liquid wastes? ®Yes❑No If Yes: i. Total anticipated liquid waste generation per day: 1,345 gallons/day H.Nature of liquid wastes to be generated(e.g.,sanitary wastewater,industrial;if combination,describe all components and approximate volumes or proportions of each): Sanitary waste iii.Will the proposed action use any existing public wastewater treatment facilities? ❑Yes®No If Yes: • Name of wastewater treatment plant to be used: • Name of district: • Does the existing wastewater treatment plant have capacity to serve the project? ❑Yes❑No • Is the project site in the existing district? ❑Yes❑No • Is expansion of the district needed? ❑Yes❑No Page 5 of 13 • Do existing sewer lines serve the project site? ❑Yes®No • Will a line extension within an existing district be necessary to serve the project? ❑Yes®No If Yes: • Describe extensions or capacity expansions proposed to serve this project: iv. Will a new wastewater(sewage)treatment district be formed to serve the project site? ❑Yes®No If Yes: • Applicant/sponsor for new district: • Date application submitted or anticipated: • What is the receiving water for the wastewater discharge? v. If public facilities will not be used,describe plans to provide wastewater treatment for the project,including specifying proposed receiving water(name and classification if surface discharge or describe subsurface disposal plans): vi. Describe any plans or designs to capture,recycle or reuse liquid waste: e.Will the proposed action disturb more than one acre and create stormwater runoff,either from new point ❑Yes®No sources(i.e.ditches,pipes,swales,curbs,gutters or other concentrated flows of stormwater)or non-point source(i.e.sheet flow)during construction or post construction? If Yes: i. How much impervious surface will the project create in relation to total size of project parcel? Square feet or acres(impervious surface) Square feet or acres(parcel size) ii. Describe types of new point sources. iii. Where will the stormwater runoff be directed(i.e.on-site stormwater management facility/structures,adjacent properties, groundwater,on-site surface water or off-site surface waters)? • If to surface waters,identify receiving water bodies or wetlands: • Will stormwater runoff flow to adjacent properties? ❑Yes®No iv.Does the proposed plan minimize impervious surfaces,use pervious materials or collect and re-use stormwater? ❑Yes®No f. Does the proposed action include,or will it use on-site,one or more sources of air emissions,including fuel ❑Yes®No combustion,waste incineration,or other processes or operations? If Yes,identify: i.Mobile sources during project operations(e.g.,heavy equipment,fleet or delivery vehicles) U. Stationary sources during construction(e.g.,power generation,structural heating,batch plant,crushers) iii. Stationary sources during operations(e.g.,process emissions,large boilers,electric generation) g.Will any air emission sources named in D.2.f(above),require a NY State Air Registration,Air Facility Permit, ❑Yes®No or Federal Clean Air Act Title IV or Title V Permit? If Yes: i. Is the project site located in an Air quality non-attainment area? (Area routinely or periodically fails to meet []Yes❑No ambient air quality standards for all or some parts of the year) ii. In addition to emissions as calculated in the application,the project will generate: • Tons/year(short tons)of Carbon Dioxide(CO.) • Tons/year(short tons)of Nitrous Oxide(NZO) • Tons/year(short tons)of Perfluorocarbons(PFCs) • Tons/year(short tons)of Sulfur Hexafluoride(SF6) • Tons/year(short tons)of Carbon Dioxide equivalent of Hydroflourocarbons(HFCs) • Tons/year(short tons)of Hazardous Air Pollutants(HAPs) Page 6 of 13 h.Will the proposed action generate or emit methane(including,but not limited to,sewage treatment plants, ❑YesONo landfills,composting facilities)? If Yes: i. Estimate methane generation in tons/year(metric): ii.Describe any methane capture,control or elimination measures included in project design(e.g.,combustion to generate heat or electricity,flaring): i.Will the proposed action result in the release of air pollutants from open-air operations or processes,such as ❑YesONo quarry or landfill operations?, If Yes:Describe operations and nature of emissions(e.g.,diesel exhaust,rock particulates/dust): j.Will the proposed action result in a substantial increase in traffic above present levels or generate substantial ❑YesONo new demand for transportation facilities or services? If Yes: i. When is the peak traffic expected(Check all that apply): ❑Morning ❑Evening []Weekend ❑Randomly between hours of to ii. For commercial activities only,projected number of truck trips/day and type(e.g.,semi trailers and dump trucks): iii. Parking spaces: Existing Proposed Net increase/decrease iv. Does the proposed action include any shared use parking? QYes❑No v If the proposed action includes any modification of existing roads,creation of new roads or change in existing access,describe: vi. Are public/private transportation service(s)or facilities available within %mile of the proposed site? ❑Yes❑No vii Will the proposed action include access to public transportation or accommodations for use of hybrid,electric ❑Yes❑No or other alternative fueled vehicles? viii. Will the proposed action include plans for pedestrian or bicycle accommodations for connections to existing ❑Yes❑No pedestrian or bicycle routes? k.Will the proposed action(for commercial or industrial projects only)generate new or additional demand OYes❑No for energy? If Yes: i. Estimate annual electricity demand during operation of the proposed action: ii. Anticipated sources/suppliers of electricity for the project(e.g.,on-site combustion,on-site renewable,via grid/local utility,or other): iii.Will the proposed action require a new,or an upgrade,to an existing substation? ❑Yeso No 1. Hours of operation. Answer all items which apply. i. During Construction: ii. During Operations: • Monday-Friday: Sam-4pm • Monday-Friday: 9am-8pm • Saturday: • Saturday: gam-9pm • Sunday: Sunday: gam-5pm • Holidays: • Holidays: 9am-5pm Page 7 of 13 m.Will the proposed action produce noise that will exceed existing ambient noise levels during construction, ❑Yes ONo operation,or both? If yes: i. Provide details including sources,time of day and duration: ii. Will the proposed action remove existing natural barriers that could act as a noise barrier or screen? ❑Yes[]No Describe: n.Will the proposed action have outdoor lighting? OYes❑No If yes: i.Describe source(s),location(s),height of fixture(s),direction/aim,and proximity to nearest occupied structures: fixtures will be located on the new building,and will have full shielding and be dark sky compliant ii. Will proposed action remove existing natural barriers that could act as a light barrier or screen? ❑Yes ONo Describe: o.Does the proposed action have the potential to produce odors for more than one hour per day? ❑Yes ONo If Yes,describe possible sources,potential frequency and duration of odor emissions,and proximity to nearest occupied structures: p.Will the proposed action include any bulk storage of petroleum(combined capacity of over 1,100 gallons) ❑Yes ONo or chemical products 185 gallons in above ground storage or any amount in underground storage? If Yes: i. Product(s)to be stored ii. Volume(s) per unit time (e.g.,month,year) iii. Generally,describe the proposed storage facilities: q.Will the proposed action(commercial,industrial and recreational projects only)use pesticides(i.e.,herbicides, ❑Yes ONo insecticides)during construction or operation? If Yes: i. Describe proposed treatment(s): ii. Will the proposed action use Integrated Pest Management Practices? ❑ Yes ONo r.Will the proposed action(commercial or industrial projects only)involve or require the management or disposal O Yes ❑No of solid waste(excluding hazardous materials)? If Yes: i.Describe any solid waste(s)to be generated during construction or operation of the facility: • Construction: 5 tons per month (unit of time) • Operation: .25 tons per month (unit of time) ii. Describe any proposals for on-site minimization,recycling or reuse of materials to avoid disposal as solid waste: • Construction: • Operation: iii. Proposed disposal methods/facilities for solid waste generated on-site: • Construction: • Operation: Page 8 of 13 s.Does the proposed action include construction or modification of a solid waste management facility? ❑Yes 0 No If Yes: i. Type of management or handling of waste proposed for the site(e.g.,recycling or transfer station,composting,landfill,or other disposal activities): H. Anticipated rate of disposal/processing: • Tons/month,if transfer or other non-combustion/thermal treatment,or • Tons/hour,if combustion or thermal treatment iii. If landfill,anticipated site life: years t.Will the proposed action at the site involve the commercial generation,treatment,storage,or disposal of hazardous❑Yes 0No waste? If Yes: i.Name(s)of all hazardous wastes or constituents to be generated,handled or managed at facility: ii. Generally describe processes or activities involving hazardous wastes or constituents: iii. Specify amount to be handled or generated tons/month iv. Describe any proposals for on-site minimization,recycling or reuse of hazardous constituents: v.Will any hazardous wastes be disposed at an existing offsite hazardous waste facility? ❑Yes No If Yes:provide name and location of facility: If No:describe proposed management of any hazardous wastes which will not be sent to a hazardous waste facility: E.Site and Setting of Proposed Action E.I.Land uses on and surrounding the project site a.Existing land uses. i. Check all uses that occur on,adjoining and near the project site. ❑ Urban ❑ Industrial ❑ Commercial ® Residential(suburban) ❑ Rural(non-farm) ❑ Forest ❑ Agriculture ❑ Aquatic ❑ Other(specify): ii. If mix of uses,generally describe: b.Land uses and covertypes on the project site. Land use or Current Acreage After Change Covertype Acreage Project Completion (Acres+/-) • Roads,buildings,and other paved or impervious 1.72 2.01 +0.29 surfaces • Forested 2.30 1.62 -0.68 • Meadows,grasslands or brushlands(non- 1.54 1.93 +0.39 agricultural,including abandoned agricultural) • Agricultural 0 0 0 (includes active orchards,field,greenhouse etc.) • Surface water features 0 0 0 (lakes,ponds,streams,rivers,etc.) • Wetlands(freshwater or tidal) 0 0 0 • Non-vegetated(bare rock,earth or fill) 0 0 0 • Other Describe: Page 9 of 13 c.Is the project site presently used by members of the community for public recreation? ❑Yes❑No i. If Yes:explain: d.Are there any facilities serving children,the elderly,people with disabilities(e.g.,schools,hospitals,licensed ❑Yes®No day care centers,or group homes)within 1500 feet of the project site? If Yes, i. Identify Facilities: e.Does the project site contain an existing dam? ❑Yes®No If Yes: i.Dimensions of the dam and impoundment: • Dam height: feet • Dam length: feet • Surface area: acres • Volume impounded: gallons OR acre-feet ii. Dam's existing hazard classification: iii. Provide date and summarize results of last inspection: f.Has the project site ever been used as a municipal,commercial or industrial solid waste management facility, ❑Yes®No or does the project site adjoin property which is now,or was at one time,used as a solid waste management facility? If Yes: i.Has the facility been formally closed? [:]Yes[--]No • If yes,cite sources/documentation: ii.Describe the location of the project site relative to the boundaries of the solid waste management facility: W. Describe any development constraints due to the prior solid waste activities: g.Have hazardous wastes been generated,treated and/or disposed of at the site,or does the project site adjoin ❑Yes®No property which is now or was at one time used to commercially treat,store and/or dispose of hazardous waste? If Yes: i.Describe waste(s)handled and waste management activities,including approximate time when activities occurred: h. Potential contamination history. Has there been a reported spill at the proposed project site,or have any ❑YesO No remedial actions been conducted at or adjacent to the proposed site? If Yes: i. Is any portion of the site listed on the NYSDEC Spills Incidents database or Environmental Site ❑Yes®No Remediation database? Check all that apply: ❑ Yes—Spills Incidents database Provide DEC ID number(s): ❑ Yes—Environmental Site Remediation database Provide DEC ID number(s): ❑ Neither database ii. If site has been subject of RCRA corrective activities,describe control measures: iii.Is the project within 2000 feet of any site in the NYSDEC Environmental Site Remediation database? ❑Yes❑No If yes,provide DEC ID number(s): iv. If yes to(i),(ii)or(iii)above,describe current status of site(s): Page 10 of 13 v:Is the project site subject to an institutional control limiting property uses? ❑Yes®No • If yes,DEC site ID number: • Describe the type of institutional control(e.g.,deed restriction or easement): • Describe any use limitations: • Describe any engineering controls: • Will the project affect the institutional or engineering controls in place? ❑YesONo • Explain: E.2. Natural Resources On or Near Project Site a.What is the average depth to bedrock on the project site? N/A feet b.Are there bedrock outcroppings on the project site? ❑Yes®No If Yes,what proportion of the site is comprised of bedrock outcroppings? % c.Predominant soil type(s)present on project site: Sand(SP) 100 % d.What is the average depth to the water table on the project site? Average: 21 feet e.Drainage status of project site soils:❑ Well Drained: %of site ❑ Moderately Well Drained: %of site ❑ Poorly Drained %of site f.Approximate proportion of proposed action site with slopes: 0 0-10%: 100 %of site ❑ 10-15%: %of site ❑ 15%or greater: %of site g.Are there any unique geologic features on the project site? ❑Yes®No If Yes,describe: h.Surface water features. i.Does any portion of the project site contain wetlands or other waterbodies(including streams,rivers, ❑YesONo ponds or lakes)? ii.Do any wetlands or other waterbodies adjoin the project site? ❑Yes®No If Yes to either i or ii,continue. If No,skip to E.21 iii. Are any of the wetlands or waterbodies within or adjoining the project site regulated by any federal, ❑Yes0No state or local agency? iv. For each identified regulated wetland and waterbody on the project site,provide the following information: • Streams: Name Classification • Lakes or Ponds: Name Classification • Wetlands: Name Approximate Size • Wetland No.(if regulated by DEC) v. Are any of the above water bodies listed in the most recent compilation of NYS water quality-impaired []Yes ZNo waterbodies? If yes,name of impaired water bodylbodies and basis for listing as impaired: i.Is the project site in a designated Floodway? ❑YesoNo j.Is the project site in the 100-year Floodplain? ❑Yes®No k.Is the project site in the 500-year Floodplain? ❑YesRJNo 1.Is the project site located over,or immediately adjoining,a primary,principal or sole source aquifer? ❑Yes®No If Yes: i.Name of aquifer: Page 11 of 13 m.'Identify the predominant wildlife species that occupy or use the project site: Rabbits,birds n.Does the project site contain a designated significant natural community? [-]Yes❑✓No If Yes: i. Describe the habitat/community(composition,function,and basis for designation): ii. Source(s)of description or evaluation: W.Extent of community/habitat: • Currently: acres • Following completion of project as proposed: acres • Gain or loss(indicate+or-): acres o.Does project site contain any species of plant or animal that is listed by the federal government or NYS as ❑YesONo endangered or threatened,or does it contain any areas identified as habitat for an endangered or threatened species? If Yes: i. Species and listing(endangered or threatened): p. Does the project site contain any species of plant or animal that is listed by NYS as rare,or as a species of YesONo special concern? If Yes: i. Species and listing: q.Is the project site or adjoining area currently used for hunting,trapping,fishing or shell fishing? ❑Yes®No If yes,give a brief description of how the proposed action may affect that use: E.3. Designated Public Resources On or Near Project Site a.Is the project site,or any portion of it,located in a designated agricultural district certified pursuant to ❑YesONo Agriculture and Markets Law,Article 25-AA,Section 303 and 304? If Yes, provide county plus district name/number: b.Are agricultural lands consisting of highly productive soils present? ❑Yes®No i. If Yes: acreage(s)on project site? ii. Source(s)of soil rating(s): c. Does the project site contain all or part of,or is it substantially contiguous to,a registered National ❑Yes®No Natural Landmark? If Yes: i. Nature of the natural landmark: ❑Biological Community ❑ Geological Feature ii. Provide brief description of landmark,including values behind designation and approximate size/extent: d.Is the project site located in or does it adjoin a state listed Critical Environmental Area? ❑YesONo If Yes: i. CEA name: ii. Basis for designation: W. Designating agency and date: Page 12 of 13 e.YDoes the project site contain,or is it substantially contiguous to,a building,archaeological site,or district ❑Yes®No which is listed on the National or State Register of Historic Places,or that has been determined by the Commissioner of the NYS Office of Parks,Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places? If Yes: i.Nature of historic/archaeological resource: El Archaeological Site ❑Historic Building or District ii.Name: X.Brief description of attributes on which listing is based: f.Is the project site,or any portion of it,located in or adjacent to an area designated as sensitive for ❑YesONo archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? g.Have additional archaeological or historic site(s)or resources been identified on the project site? ❑YesONo If Yes: i.Describe possible resource(s): ii. Basis for identification: h.Is the project site within fives miles of any officially designated and publicly accessible federal,state,or local ❑Yesolo scenic or aesthetic resource? If Yes: 1. Identify resource: ii.Nature of,or basis for,designation(e.g.,established highway overlook,state or local park,state historic trail or scenic byway, etc.): iii. Distance between project and resource: miles. i. Is the project site located within a designated river corridor under the Wild,Scenic and Recreational Rivers ❑YesONo Program 6 NYCRR 666? If Yes: i.Identify the name of the river and its designation: ii. Is the activity consistent with development restrictions contained in 6NYCRR Part 666? ❑YesONo F.Additional Information Attach any additional information which may be needed to clarify your project. If you have identified any adverse impacts which could be associated with your proposal,please describe those impacts plus any measures which you propose to avoid or minimize them. G. Verification I certify that the information provided is true to the best of my knowledge. Applicant/Sponsor Name &L if%Ze6J' Date Signature { �----� Title 67: r�'�ti�i / r A� PRINT FORM Page 13 of 13 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law.This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list,policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered"yes",then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website(southoldtown.northfork.net),the Board of Trustees Office,the Planning Department,all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 1000-114-11-1 Sacred Heart Parish Center The Application has been submitted to(check appropriate response): Zoning Board Special Exception Town Board ❑ Planning Dept. ® Building Dept. ® Board of Trustees ❑ 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital construction, planning activity, agency regulation,land transaction)❑ (b) Financial assistance(e.g. grant, loan, subsidy) ❑ (c) Permit, approval, license, certification:❑ Nature and extent of action: New Parish Center for the Roman Catholic Church of the Sacred Heart Location of action: 14300 Main Road,Mattituck Site acreage: 5.6+acres Present land use: Church and residence Present zoning classification: RO/R-40 2. If an application for the proposed action has been filed with the Town of Southold agency,the following information shall be provided: (a) Name of applicant:Rev.Michael J.Bartholomew Pastor (b) Mailing address: P.O.Box 926, Cutchogue NY 11935 (c) Telephone number:Area Code( )c/o Patricia C.Moore (d) Application number,if any: Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No © If yes,which state or federal agency? DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. ®Yes ❑No El Not Applicable The proposed Parish Center is part of the Roman Catholic Church of Sacred Heart located on the same property. The parish center provides office space,faith formation for adults and children,meeting rooms for interdenominational groups and Sacred Heart ministries. The parcel is not adjacent to a water body and the use is consistent with protected religious uses and permitted with a Speical Exception. Attach additional sheets if necessary Policy 2. Protect. and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ No M Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria ❑Yes ❑No MNot Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria ❑Yes []No MNot Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. ❑Yes ❑No MNot Applicable Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑Yes ❑No ®Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑Yes ❑ No © Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑Yes ❑ No ©Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑Yes ❑ No 0 Not Applicable Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑Yes ❑ No © Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. ❑Yes ❑ No © Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑Yes ❑ No ❑x Not Applicable Created on 5125105 I1:20 AM 4 TOVYIV OF SOUTHOLD PROPERTY R aJ ID OWNER' STREET VILLAGE DIST.' SUB. LOT I°"i1'1''u`t�s_i��. �`.�..-�-E?�.Gv r.�•i'.� �`'r... �.��-"�� l'''�.-�:;. �L ��t sir., sC�r'_. ��.-r,� � FORMER OWNER� �", y - N 1 p� ) E _/ _ A�CR. Pn t ` •'a�� •-� �a!h /'��'U - V B TYPE OF BUILDING '� r C� Ct:C-T I K n! RES. TsEAS. VL. FARM COMM. CB. MICS. Mkt. Value-- / -- LAND IMP. TOTAL DATE REMARKS _ F �:�%pd,f_-.—�( ?" Ji-.r✓;�tip__ 3 . 0 J '� _.� c5-17 ��� ! `f "� �� �� / �� ���_ J C 6ry)me,r( 5W S 0 6 3 0 0 //' l 1lc��r ,- �°n_3 74114 C-)5 0 e5 I oQ , (<0 0 S 15 OU AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value — I I Acre Tillable FRONTAGE ON WATER Woodland i FRONTAGE ON ROAD �� �� )jl �/C s Meadowland I — DEPTH House Plot BULKHEAD DOCK Total I I ■■■■■■■■■■■■■■ ■■■■■■■■■■■ f ,I Il ' � .jl� . .i �� .,��;�j�,, ■■■■■'�i�iii■ii?i■■!'iiiiiiri�iii�i�i!■■■■■■ • •• •• • CB Foundation OTHER r ®®• Basement CRAWL PARTIAL .. FinishedSLAB B. Interior Finish L,R. Ink- Dormer Baths of • Study -ij ) f lix l i• til " 6`�1'��lii � 1hJ� ��`i����i�j �J` �r./•_ I •-1 j lr � r � , COLOR 1 i 1 `�.• f, �� /; i�l dt# �. �"� k'` �!ii i 1}� �5� r�i �. �I ' TRIM F'Pi tag I �'"•" �+CS� �M '�Y��r •7C .i ~l � w /6 ' �C` `9'''�r'"�3v� .�+`...•k�'*i t�.ar3'" i.t�'� i ar .�r x'~•L 114.-1i-1 3/25/2021 DZ SO. FT. Fin"B" 1st Floor 2nd Floor TOTAL Bldg. �v� ���a� Vic:. CB �. c 5 = a' �fd' 3 5� ��'��, Foundation OTHER Bath s Dinette _ r - �FULL� COMBO Extension Basement see L PARTIAL Floors Kit. / Extension Finished B. Interior Finish Ile' L.R. Extension FP/WBS C�5 Heat �j D.R. / Garage U G — 41 g(� /���,r �� - Ext. Walls V!y1 BR. T _ •Vl Porch Dormer No nT. " ��d"c�fJ,r��. Baths z Deckff'a o ��= j 5 "�y� Roof Fam. Rm. / 0 Pool Solar Foyer A.C./G EN Laundry C r t 3 I O.B. -:2- Library/ Study J :s ter' • .�.. ...� .t� --� � � � d'- 's'• � _ `'dip"` �'i y.. �� {'.--,+-�I. � - .y��..•31M. - - r .�� . �"T ^� .M �.,+�. �� �.� - •.��YyA��..• � �05 _ w.F _ ?• '¢'� _d�`r.I"Y_".� � _ �j,1 \ir^')'« :./', f•-.- .:� ,r . _ ,2�r _• A "c �. �.� ,lja=1' -.yam- J.�' - � _ `�c _ r.�..- _��►aw�\ . -- .�' .r. •'1•.. ; �i�'� - r�'b4 ,.+s�ajr� �'-•.7� w ^o \..�-.. Y - •�yr. �� �,� 1' _ _ -�!'_' a ih ���, ,y, `- «�» � -r -• 4R,;�-- ^'C+�- '�!'-S�' .� .• •ai'�� _.-r; ~,yam ..�e���..� `-,X � _ _ .-. �-«�-.'k.i..*�1 T.�- x \.`t!"t fl `_' a ^.""�- - -.w_�. � �..-h�. y,`'�,'!.��'.. �f..r.__. ��:`.�'-�..w�. "` _i _ - ., -r'� •�-� lab io ,�•�!' ���•-. -w -� 'C�-` `- ate• • ��"o- � � .r. ''-.': _ '`tom Omit :• f � of ...r ,• � � � � .-,� d _- Inv t� - AL-.�' 'f. ,�,,�• ,�,."'"`�!'. �„ .��,._ ,ram - • Sacred Heart Parish New Parish Center w'., ., ,r . � ..v:. 14300 Main Road Mattituck, NY 11952 "NE MATCH " F SEC LINE W. n706.002 FOR NO --SEE SEC NO 1 107•11 LOl.t FOR PCL.NO. .w SEE SEC.NO107-11-010 aL p W f - 5 UNION FREE iP.� ;•, SCHOOLDISTRICT9 •' s (( 7 '. 8 Na e 5 5.0A(C) , ' r -' S x' V MATTITUCK '3 6 SCHOOL DISTRICT ,;;'• 3 I J 4OA(c) 0 x MATITUCK PARK DISTRICT 4. : ,111p 56A `m�e. J 1.5AC ROMAN ',y B ]l ua CATHOLIC - 1 _ •� 4.+. < -,p• 5 CHURCH '. 70 BI .\3 Z 1.DA(cl 1 12 t3 F 112AIc) }.. w ` so y K 15"y.4 d d<+m _x v 4 _ 3 ;24 1 25'2B 2T 28•_. -s -_ r n 4 15 22 12P1c1 �t OPlcl a R _k z I L �+ I 24A '� .n-_-•"�P�Et -.oe 146 t ,a .�.. �k tT 1S 20 '^ - •+ao w 12 to .L t4.t 79A 1.8A(C) a -k'-w ez'.•-r;- B �.•_ -_ NEW___'__ 7 q F - -0. Cr::1 14.2 (OPEN SPACE, _ gi -',in1 5 8 35 „ ,, rn if n Z 13.1 14.3 i a. W •' .w 1a -y f 1-SA(c) -I-_ 1 CIA 147 p' ➢ ., iOPEN SPACES IWy d-}U--_ FOR PCL.NO. 4.1 4.2 ;8 FOR PCL.NO. SEE SEC.NO. •� 1.1A Ao. i 14UA 9 � FOR PCL.NO. _ Z SEE SEC.NO.$ 122-03-001.8 1.9A 13.2 im, 4 c SEE SEC.NO. F 122-03-001.9 LINE JE 12 29AW L` -MATCH _ 122-05-0 _ { ;y 04 1 5 b , �� N]02.4S7w2.ae7 lk 136 ¢ x MATCH LINE 1.7A(C)_ " - SEE SEC.NO.122 13.7 2.4A(C) COUNTY OF SUFFOLK © N NOTICE E 4� �'o 'm OBTRICT NO 100oSECTION NO Real Property'Tan ervice Agency MNNTENINCE ALTERATKOFL SALE OR v DISTRIBUTION OF AP%PORTION OF TIE M TOwN OFSOU7HOLD114 31N1 Cent,r Dh,i-.lbwhird..W 11001 SUFFOLK COUNTY TAX MAP IS PROHIBITED A w ROUT WRITTEN PEM6SON OF THE p ' WLAOE OF F44I S REAL PROPfRTV 7A%S6NICE AGENCY �n tr. 1� YON. E a .N6a � / 5 i / Z „ryly[UNLDo o PS1. E .- -• gym. rT' .A r - 1 w / IRASS lic 1LF6� �N11d cRN' cNoSs � SPmEto • 151\�_�ONC Ian � l per\ •ti I I 1: \ � ����''.. �.iGht,\' 4ACSt.a � Fl x 576i�e.'� •,..I r eb I Iht%-' uoIU I i N I( 7 xs'uL @JS CHURCH J OiF$_ 1£ $14300 s I d FI I J I `1111.ai 1s§, s's T1 I` � (,Po155 : \ 0 V1V \` 1 26 11 � rASxJ ^ q.1 LEGEND lsad 11 '1 t \ 'OT 1T Z Q SAYNAgr W41KKC ,A 1 '1 � J NA a wvnmLxEa.E ) 1 A;pHA11 Pp\?KING !II^" 11 11 " k `-1" i a P TOO C. 1 i•I a w © (J ELfCir 1 1 1 �, 10) -V I , '1 C I�tI1N A ^'C) 'ElITT I 1d MOLE • � 1 5 ;<11 _ 1 i i E.`', 1 cv- \ �GnLEBo Gfi PPE cEm,vnn1E v c RIS Q PRE T1PVWA } SA C OEPI.CON V. 1 .1 \ \ , 19A arAa TP.AFFY;SGIY1 CVNIRM.BOY DRI,c III III FWD/ n1 STEEL OILY 1CY.E /TWE 8 LYN TERSo vnRES �ram. I1 ISDOO UPUIY POLE ,,.7 1 % \ 1 i-!ram U PLNYB. _--_ xSO, I . 1 \ 1 1- J WOOD M.POLL WBI_NCdII �� I rer a.aN rr,[w,ttrs ° ON" -ice 1 1 1 1 - 1 L v -✓i I T1 'i _ J , rasa p ti �cNv 1 1 s] r1���� a LoD J INWR ALI, co 3 e t yz.d ��-- ) 13AI, 1 \ 1 2]d5 1 1A Pic r n PROPERTY LAVE MBIECr \ TAY LOT LINE _< C 1 .--- run , �.>'°PRY LOI UNr )� , l I 1 I 112 R_'D LOP LOI ROOMER GJ.P P.1JI PFL I,• / �" 312U ,��_ ,� :.�: P>un:e Yox91AEr1 FOrnro I'•. 1 —y�� F.R. S.c } e^i :R,1'- OREBARREBARPOUND '� 7'n x3.11 r_A E,>`�e f✓'¢ ,.a F:::� os. NNNTK.SGM x1B PR';V \ d —_— :CrRF/Tn,44eliC LY1C - t19 '�.J .AIiI Y- -- ELICIBC OVERLEAP(MUSS 0 W 1 .40TED:OWN,REC.) 1 a• 0+i T3 1sl '"'i ` LINE OVE ,AS LINE f5 •R+• ,.• WATER 11h_ ) ;•Lis - eiiio 48' by+,' YON NIELM DEPRESSED CURB 21A C'JRB LINES I�( qo A!' C.C.(CGnC.CURB) C C G,(IHTFCRAL 1C CURB h SLITTER) 'I. T, I srN.c(Ton ruRa) E,UE STO lE CURB) l P e q 6EC 01E 88(BELGIUII BL.CURE) F C lFl>H DIG.CI,B-81 : e ALISPH CJRB) PAINTED UNEj ° r" _....... sxL(xtlo nrr,LN17 _ _-- (ROADWAYs4!RKINGS ,41^ yet - 1 64?.. '� f 11 VI 5. _•C 14M I I -= LINO NE) II CEVUIES SPOT IT(NATION �'.A 3 STY D6 1 0 30 60 90 'e ST.R�49'B/I9.A t` 1 LP.A/45' B/J2.6' I Az ll x33 t.'i e. STALE 1 30 `'ho vLw. a pA,¢p5 !AY W YON. NOTES' oi, ,; \ -UTILITIES SHOWN ARE PER HELD OBSERVATION: PARRAI.. y 1 Z,•''°. - 1dARK0UiS AND AVAILABLE RECORD,AND ARE NOT CU P.ANIEEO. NI xS.J fii;++^ yj;•' �3 z"' ``�' --'_ \xe 249 1� ,U -ELEVAFIOHS R EFER HAVDBB DATUMto ,,;� "a' E 3 GRArF1./P!xT DRN N1 ,1t m -C'OOROINATES REFER TO NAD83(LIZONE) STY. N fill�•G 'I N ,W I � _ d .r E 1 > t ._ 25d 80EA Lla I 9 0 j}h SUPI P7C- 4,r It N7�•25 fit a I I �\` 'I I I FRIJAE JS 2J9 21.+ - I ARACE 6.3prr.--- a I t I nwx. ON nr,w I is°cE N89'S8'50°W 275 9 'PRIVtxaz._. �e 9nt-^OI formerly new Or formerly f 3� .B2 A.53 AiPHAIT CRIVENfY 15'07— 7Se S,1 •. Joseph Colder & Douglas Hausler Px �, I Catherine Golder Andrea Hausler I I now or formerly I i Koren Molcornson I now or formerly now or formerly 1 John A. Baglivi i Donn Costonzo & Linda Costona, SURVEY OF PROPERTY SITUATE AT UATTITUCK TCV✓M OF '�OUTHOLD NOTES: ,uFFocr. COUNTY; riEV' YOPK — UTILITIES SHOWN ARE PER FIELD OBSERVATIONS, PARTIAL MARKOUTS AND AVAILABLE RECORDS AND ARE NOT GUARANTEED. SCALE I"-30' FEBRUARY 17, 2018 — ELEVATIONS REFER NAVD88 DATUM UPDATE FEBRUARY 19, 2024 — COORDINATES REFER TO NAD83 (LIZONE) — AMERICAN ENGINEERING YING P.C. .ur,Nrs.w�lcw 9s�awt tm,cln2s�cm,a u+¢taem,n,m nwarrtm ma[s; �� 1171 o IE c untry rcpe-stv 6 NxtrC ,1 o pl�inriew.ny 11H03 uwxvrtti eaurtl Rm.+{sl ;•,it aem a wSLn.aim lel'S16454.J`.00 -- a IONW'llO:a¢Rva+01 NXILOR TO A.11 u90 JOB N0. 17524 I f � NO.,510.822.2743 NIT4' 0 w ?FWnG A U.R.SEO WU SLR-1 Is A—,I,Be RENSIONS: Ir nrvn pe pndc,rvpyrnB COm .u<Rw.c / a. samx>ZC0 sv9F,5P11 OF IIR n¢w IDwI 51ATr 12f1/21 POO SAN.TIES FINAL 8/10/21 olxv ,vrL.x U—N,Tex ®zp,9 R.\12524\12524-MATTITUCK-2024.DWG S C asT pp -SEC,7 4 BILK 11 OT I U E + Vf'I`Z.L.S.(L.S.NO.49664) i ..:::..;:::....: : . KIP Mh c t 'ure.. ; Architecture :;Planning Design-r 406 North Country Road Saint wms,NY 1780 (631)852-8095 JMN-Architecture:com THIS DRAWING,PREPARED FOR THE SPECIFIC PROJECT INDICATED,IS AN INSTRUMENT OF SERVICE, AND THE PROPERTY OF THE ARCHITECT. INFRINGEMENT OR ANY USE OF THIS PROJECT IS PROHIBITED.ANY ALTERATION,OR REPRODUCTION 36' 10" OF THIS DOCUMENT IS ALSO PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ISSUE DATE COMMENT 513124 BUILDING DEPT.DENIAL 7/19/24 ISSUED FOR SITEPLAN I I O O Y ' 1 I •'! i I y}� t UNFINISHED BASEMENT STORAGE AREA (8'-0"CEILING HEIGHD '- O O CLIENT: COLUMNS TYPICAL ROMAN CATHOLIC CHURCH I "' OF THE SACRED HEART SLAB ON GRADE SLAB ON GRADE 27835 MAIN ROAD p P.O. BOX 926 II CUTCHOGUE, NY 11935 PROJECT: NEW PARISH CENTER 14300 MAIN ROAD j I I MATTITUCK NY 11952 SEAL&SIGNATURE tt; I STEPS UP TO FIRST FLOOR All PROJECT No. 24004c DRAWING BY: D.R. CHK BY: J.N. SHEET NUMBER: 1 OF 5 TITLE DRAWING: f BASEMENT PLAN Z (BASEMENT PLAN loin SCALE: 3/16"= 1'-0" 0 Is NOTES Am 1 %6FO i hHec t: rchitectre fanning Desigi 406 North Country Road s Sair James`NY 117t�V _ ppryry r _ (631)86z-8095 vLL 1MN-Architecture. 137'-6" 10 40'-3" 97'-3y2" 01 THIS DRAWING,PREPARED FOR THE SPECIFIC PROJECT INDICATED,IS AN INSTRUMENT OF SERVICE, AND THE PROPERTY OF THE ARCHITECT. INFRINGEMENT OR ANY USE OF THIS PROJECT IS PROHIBITED.ANY ALTERATION OR REPRODUCTION • OF THIS DOCUMENT IS ALSO PROHIBITED WITHOUT ow �_ THE WRITTEN CONSENT OF THE ARCHITECT. ISSUE DATE COMMENT u I WARMING ( ' WOMENS II I KITCHEN \ I 1 , ROOM 6-�" ^ 15'-0/c 5l3/24 BUILDING DEPT.DENIAL FOLDABLE WALL I I PASS THROUGH (NO OPEN FLAME) �' I �� PARTITION BY I I I - - J �, ,' 7/19/24 ISSUED FOR SITEPLAN ��� MEETING ROOM#3 KWIK WALL I I MEETING ROOM#4 I STANDARD S7ANDARD - PASTORS (545 S.F.) 11 (545 S.F.) DEPTH REF. D PTH REf. i [ [ OFFICE MEETING ROOM#5 u I , ; , , O _ MEETING ROOM#6 I DRINKI G -- i I i (455 S.F.) o ' ' N 455 S.F. o FOUNTAIN— - i , C� O OFFICE/FILE PA T S ( ) II ' IL------- -------- B H -------- 7STORAGE I `.I 7' 1% I XLA 1 „ 119' 8 19'-81, 2" T-6" T-0" 17'-0"I` 7'f6° 3' 1" 4' 7" 5' 6 19'-0/ 19'-1" lo COAT I JAN.CL. i----MEN$ "i STAFF STORAGE i I I RM. I UTILITY ROOM ROOM` <' I� kESTRdo' lm� i CLOSET ROOM r — _—_ - - -_ -- - 2j `LI- - --1711 FOLDABLE WALL PARTITION BY r _ EGRESS KWIK-WALL DOUBLE DOORS DOUBLE DOORS _— DOORS CORRIDOR - CORRIDOR CORRIDOR m M -_ ____ __ = I i I I CLIENT: TF - - - F —— — COPY I I 1 I MACH. ROMAN CATHOLIC CHURCH II / i i ' ' L — OF THE SACRED HEART II [3cl I I i I I I I 11 I f— IL------- L-_-_----J 27835 MAIN ROAD — — — OFFICE STAFF------- --------- -------, AREA L — P.O. BOX 926 STAIN E)GLASS — CUTCHOGUE NY 11935 h — — WINDOW i i — ► I I TABLE AND _ _ _ _____ MEETIING ROOM#2 I I MEETING ROOM#1 ' � MEETING ROOM#8 MEETING ROOM#7 PROJECT: (.'S68 S.F.) I I (568 S.F.) CHAIR STORAGE ----- o (420 S.F.) (455 S.F.) h (30�S.F.) SEATING N o NEW PARISH CENTER AREA N 14300 MAIN ROAD , " MATTITUCK, NY 11952 FOLDABLE WALL 9' 0" 2" 6 19'-0/ 19'-1" PARTITION BY h - - - SEAL&SIGNATURES---.,_ KWIK-WALL r% _ -E o tVESTIBULE\\�� STAFF STAFF i ;^a h `D RECEPTION F OFFICE C II \ WINDOW ' OFFICE u II II h PROJECT IN 24004c COVERED o ENTRY DRAWING BY: D.R. M CHK BY: J.N. SHEET NUMBER: 2 OF 5 WITH WALLS RETRACTED: TITLE DRAWING: 2,560 S.F. LINE OF FIRST FLOOR PLAN 9 7Y2" 21'-6" 9.-1 Z'. ROOF ABOVE 57'-10" 19'-11)/2" 19'-6 z" 137'-6" ofMR 0 1 (D&FO OR PLAN m %LE: 3/16"=V-0" NOTES a . e rc Ahitecture°' Planning Design 406 North Count Road =`;ry SainfiJames,W 11780 (631)862-8095 GAF SLATELINE SHINGLES IN"WEATHERED SLATE" CONTINUOUS GUTTER THIS DRAWING,PREPARED FOR THE SPECIFIC PROJECT INDICATED,IS AN INSTRUMENT OF SERVICE, AND THE PROPERTY OF THE ARCHITECT. _ _ INFRINGEMENT OR ANY USE OF THIS PROJECT IS PROHIBITED.ANY ALTERATION,OR REPRODUCTION OF THIS DOCUMENT IS ALSO PROHIBITED WITHOUT MINE OF WALL BELOW THE WRITTEN CONSENT OF THE ARCHITECT. ISSUE DATE COMMENT 513124 BUILDING DEPT.DENIAL III lilt lilt fill I I I I I I I I fill fill 11 7/19/24 ISSUED FOR SITEPLAN it It Ill If Ill Ill oe ROOF CRICKET ROOF CRICKET / 48"X 48"SKYLIGHT NEW TPO FLAT ROOF SYSTEM NEW TPO FLAT ROOF SYSTEM CLIENT: ROMAN CATHOLIC CHURCH OF THE SACRED HEART 27835 MAIN ROAD P.O. BOX 926 CUTCHOGUE, NY 11935 PROJECT: NEW PARISH CENTER I till Jill lilt till till ) ill lilt lilt lilt lilt till fill lilt fill fill fill lilt lilt lilt lilt lilt 11111 Ill I till Jill lilt fill lilt lilt lilt lilt fill till lilt ) ill fill Jill lilt lilt 1 11 fill lilt lilt fill lilt fill till till lilt lilt 1111 14300 MAIN ROAD - - - - - - - - - 11111111 111111111111 Ill IiIIIIIIIIII lilt 11 1 fill Jill fill till fill fill lilt Jill fill lilt till lilt fill fill Ill I lilt fill 11111 lilt ill I fill till lilt till Ill I liti fill lilt lilt lilt till fill fill till - MATTITUCK, NY 11952 ilijilillill liiiiiiiiiiiiiiiiiiiiillillifillilit If 11111111 fill 111111flIlIll fill lilt fill IIIIIIIIIIII fill lilt lilt lilt lilt lilt fill fill I'll- lilt IHIIIIIIIN IIIHIIIIIIIIIIIiIII IIIIIIIIIIIII "I IIII fill Ili 111111111111 IIIIIII) l till fill 111111fillill fill 1111111i IIIIIIIIIIIHIll lilt lilt lilt fill 1111 fill IZ- SEAL&SIGNATURE I I I Jill till Jill I I I I lilt 111111111 fill lilt lilt 11111111 lilt fill fill till lilt fill lilt lilt lilt lilt fill fill 11111 .0"-�: I I I I I fill lilt fill fill JIM lilt Ill - - - - - - - - - -- --- T [ if Ill Ill Imlillil GAF SLATELINE SHINGLES -ILJN N"WEATHERED SLATE" PROJECT No. 24004c DRAWING BY: D.R. CHK BY: J.N. SHEET NUMBER: 3 OF 5 TITLE DRAWING: ROOF PLAN Z ROOF PLAN !KALE: 3/16"=V-0" AM NOTES -71 Architecture': Plannin < Design = -= 406 North Country Road-:`,Tr Sanl lames;NY 11�80 T.O. RIDGE - _ ... . .... . . .. �31 86 -80 - - - 2 95 14111111 Jill IIIIHIIIHIIIII -1111 I I I I I`I I I I it fill IIIIIIIIIIHIIII fill fill till Ill till it till I IIIIIIIII'VIll IIIIJI11 Itl I I Ill I' ll till Hill 1111 lilt Ill I Ill ] If I Ill lilt I lilt fill Ill 1`11�1 GAF SLATELINE SHINGLES IN"WEATHERED SLATE" I H I I I I I I till lilt lilt till I 1 11 till I Ill I Ill lilt I I I I it I I I I'll 11 11 H I I lilt HIM I I .. r. Ili lot 11 lilt I ill I I 11Y Ill lilY t Li I I I Ill( lilt lilt I lilt 11 ItIll Ill 1- -- --- T.O. PLATE M CI-G. N 0 — N O O 1ST FLOOR GRADE LP SMART SIDE THIS DRAWING,PREPARED FOR THE SPECIFIC — — — — — — — — — — — — — — — — — — — — HORIZONTAL SIDING PROJECT INDICATED,IS AN INSTRUMENT OF SERVICE, AND THE PROPERTY OF THE ARCHITECT. INFRINGEMENT OR ANY USE OF THIS PROJECT IS PROHIBITED.ANY ALTERATION,OR REPRODUCTION OF THIS DOCUMENT IS ALSO PROHIBITED WITHOUT EAST E LEViAT10 N THE WRITTEN CONSENT OF THE ARCHITECT. 1 SCALE: 3/16"=1"-0" NOTES ISSUE DATE COMMENT 5/3/24 BUILDING DEPT.DENIAL 7/19/24 ISSUED FOR SITEPLAN T.O. RIDGE GAF SLATELINE SHINGLES it lilt lilt I Ill lilt $ IN"WEATHERED SLATE" %Lm vill fill Ill I I I I I I IJ'N I I I f I I f I 1 14 1 1 If Hill [it Ill lilt Ill I Ill IIIIIII fill Ill till 11111 Ill I fill Ill IIIIIIIIIIIHilill CLIENT: S ELINE SHINGLES — IN WEATHERED S GAF LAT ES H LIC CHURCH LATE" if 11 ❑ ❑ F THE SACRED HEART ❑ ❑ ❑ ❑ ❑ 0 0 '� 27835 MAIN ROAD ---Ill fill 11111 T.O. PLATE P.O. BOX 926 -7 ❑ ❑ ° �° CUTCHOGUE, NY 11935 ❑ ❑ _ ❑O ❑ ❑ — ❑ ❑ ❑ N CLG. N06 PROJECT: _ NEW PARISH CENTER ° N 14300 MAIN ROAD O 0 iia MATTITUCK, NY 11952 SEAL&SIGNATURE 4EI ❑ o - _ - ° -�- ° ❑ I GRADE 1ST FLOOR LP SMART SIDE ANDERSEN 400 SERIES LP SMART SIDE DOUBLE ENTRY DOOR LP SMART SIDE ANDERSEN 400 SERIES LP SMART SIDE — HORIZONTAL SIDINIG STONE VENEER GOTHIC TOP WINDOWS HORIZONTAL SIDING7: STONE VENEER STONE VENEER HORIZONTAL SIDING GOTHIC TOP WINDOWS HORIZONTAL SIDING F— Ian \ �•.�e _ f� .�wri� 9•"'� 9 L F PROJECT No. 24004c SOUTH ELEVATION (MAIN ROAD) DRAWING BY: D.R. SCALE: 3/16"=V.-0" NOTES CHK BY: J.N. SHEET NUMBER: 4 OF 5 TITLE DRAWING: EXTERIOR ELEVATIONS I .,. :.:.,..., ,,. .. ,,.. : . t cd epx ;4 . r Architecture .`Plannin Desi rl North Country Road Saint ames;NY 11780 _ JMN=Arch itecturecom, `- ❑ o fill fill III I J a ❑ 31 L LI I 0 THIS DRAWING,PREPARED FOR THE SPECIFIC — — — — — — — — — — — — PROJECT INDICATED,IS AN INSTRUMENT OF SERVICE, AND THE PROPERTY OF THE ARCHITECT. INFRINGEMENT OR ANY USE OF THIS PROJECT IS PROHIBITED.ANY ALTERATION,OR REPRODUCTION OF THIS DOCUMENT IS ALSO PROHIBITED WITHOUT WEST ELEVATION THE WRITTEN CONSENT OF THE ARCHITECT. S(:ALE: 3/16"=1' 0" NOTES ISSUE DATE COMMENT 513124 BUILDING DEPT.DENIAL 7/19/24 ISSUED FOR SITEPLAN IIIIIIII HIM III If IA I 1 -1 fill lilt III , IIIIIIIII fill 111 11 1 111 CLIENT: ROMAN CATHOLIC CHURCH flill I Ill "I'llAl 1 1:1 -Fll, ji I III 'I'll it III ) II III fit ill.011111 III III III III III lilt III fill fit 1111 111 111, 111 111 111 Ill fill F THE SACRED HEART 2783S MAIN ROAD P.O. BOX 926 CUTCHOGUE, NY 1193S PROJECT: NEW PARISH CENTER 14300 MAIN ROAD MATTITUCK, NY 11952 SEAL&SIGNATURE _ „ - J .... PROJECT No. 24004C &s1cALE: JORTH ELEVA71ON DRAWING BY: D.R. 3/16"=1'-0" NOTES CHK BY: J.N. SHEET NUMBER: 5 OF 5 TITLE DRAWING: EXTERIOR ELEVATIONS i \ LEGEND BULK ZONING TABLE GENERAL SITE NOTES /r'I', � 11 " I ' '` . ,� ,SITE, ` - EXISTING ITEM PROOPOSED ZONING DISTRICT:RESIDENTIAL R•40 1. UNSUITABLE MATERIAL, CONSTRUCTION DEBRIS, EXCESS SOILS, ETC. SHALL BE PROPERLY REMOVED AND ,� � ;' xS* PROPERTY LINE ITEM SECTION PERMITTEDIREQUIRED PROPOSED DISPOSED OF OFF-SITE IN ACCORDANCE WITH ALL APPLICABLE CODES,ORDINANCES,AND LAWS. ,o � t' BUILDING THE FOLLOWING USES ARE PERMITTED AS A - • d, '�'_ ./- . . SPECIAL EXCEPTION BY THE BOARD OFfil 2. THE CONTRACTOR IS RESPONSIBLE TO TAKE EROSION CONTROL MEASURES NECESSARY IN ACCORDANCE -�,, . -� �« 01. ` -/� WITH NYS STANDARDS AND SPECIFICATIONS FOR EROSION & SEDIMENT CONTROL TO PREVENT SEDIMENT `." � �t''•,„ �-- `� DOOR " APPEALS,AS HEREINAFTER PROVIDED.AND 1 ", :., eFN FxT AND/OR LOOSE DEBRIS FROM WASHING ONTO ADJACENT ROADWAYS AND PROPERTIES. `fy�e1<1: SUBJECT TO SITE PLAN APPROVAL BY THE ;. c' . / CONCRETE CURB PLANNING BOARD: 3 ALL ON SITE CONCRETE SHALL BE IN C .� sf ,''"h"„1� %1 SAME AS§280.13B OF THE : CONFORMANCE WITH ACI PROVISIONS. ALL CURBING SHALL BE V, CONCRETE ..,: 280.17 B 1F ,, x _ •' ' ,:.. •. { ) AGRICULTURAL-CONSERVATION DISTRICT, CONCRETE UNLESS OTHERWISE NOTED. �� ''^ 25 �-"J PAVEMENT 26.-� 1. EXCEPT THAT A CHlLDREN'S RECREATION. .... . I SIC 1. . ` /�` � ASPHALT PAVEMENT •• CAMP,FARM LABOR CAMP ANDi. :., 4. RELOCATION AND/OR REMOVAL OF EXISTING UTILITY POLES,TRAFFIC SIGNS,ETC.,SHALL BE COORDINATED BY ./� ',�,. !--" / THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR FIELD-VERIFYING THEIR PRESENCE. , _ VETERINARIAN'S OFFICE AND ANIMAL HOSPITAL USE:PARISH CENTER .> �."` --''�- �`� ors ' HYDRO SEED I� .. -r / Rz 6 ARE NOT PERMITTED AND BED-AND-SREAKFAST r,, -�`�J -- "'!l a• LANDSCAPE AREA `• ` ` ` ` 5. WORK WITHIN THE R.O.W OF MAIN ROAD AND REEVE AVENUE SHALL BE PERFORMED IN ACCORDANCE WITH - - ors SOD LANDSCAPE USES DC)NOT REQUIRE SITE PLAN APPROVAL' {A)PROPOSED BUILDING GREATER ALL APPLICABLE REQUIREMENTS OF THE NEW YORK STATE AND TOWN OF SOUTHOLD REGULATIONS. ,i yam_ _ _ =J" AREA THE FOLLOWING USES ARE PERMITTED AS A THAN 50 FEET FROM ALL STREET ��' y WHffE L4N R� �� -- 0k - LINE$AND GRFATERTHAN 20 FIrEr ;MtfiIffr�ik ,+e 1U E.A. ° �/` •09,Za X FENCE SPECIAL EXCEPTION BY THE BOARD OF 6. ALL TRAFFIC CONTROL DEVICES, LE. SIGNALS, SIGNS, AND PAVEMENT MARKINGS SHALL BE INSTALLED IN �' ... ' mw 'ter DOUBLE YELLOW--� `>>'`J o t"jS I USES PERMITTED BY , APPEALS AS HEREINAFTER PROVIDED AND FROM ALL LOT LINES. CONFORMANCE WITH THE GUIDELINES OF THE NEW YORK STATE MANUAL OF UNIFORM TRAFFIC CONTROL ��0� � 0ve/// 6 Q �� -�--- I - - WALL SPECIAL EXCEPTION ': SUBJECT TO SITE PLAN APPROVAL BY THEi. ' f:: DEVICES AND AS DIRECTED BY NYSDOT AND TOWN OF SOUTHOLD. ALL PAVEMENT MARKINGS REQUIRED � VIS Q cc '".M _ PLANNING BOARD,PROVIDED THAT NOT MORE (B)THE TOTAL AREA COVERED BY WETLANDS I . _� - WHITE LIN Q •S7 o PST. �' .. SHALL BE THERPAOPLASTIC NYSDOT SPECIFICATIONS)UNLESS OTHERWISE NOTED ON PLAN. "� r_ "^ �°� PARKING COUNT O9 THAN ONE USE SHALL BE ALLOWED FOR EACH ALL PRINCIPAL AND ACCESSORY � BOUNDARY .. _ _____� �_ - •-- �� �•`�9 5® ��'Ww a 40,DOq SQUARE FEET OF LOT AREA: BUILDINGS DOES NOT EXCEED 20°!° 7. CONTRACTOR SHALL SAWGUT TO THE FULL DEPTH OF EXISTING PAVEMENT WITH A STRAIGHT VERTICAL EDGE _� � [,, UTILITY POLE {2)PLACES OF WORSHIP,INCLUDING PARISH OF THEAREA OF THE LOT' FREE FROM IRREGULARITIES WHEREVER NEW PAVEMENT JOINS EXISTING PAVEMENT. CONTRACTOR SHALL ,f, r a i HOUSES BUT EXCLUDING A RECTORY OR TOTAL BUILDING COVERAGE:a DETERMINE EXACT LOCATION AND EXTENT OF THE REQUIRED SAWCUTTING IN ORDER TO PERFORM THE ! ="� I`I III 87�$ Q GRASS 1- ( tI E A �r •1 O� 0 - 3F LIGHT POLE §28q•43{B} ,,;; PARSONAGE,WHICH SHALL CONFORM TO THE 17,075$F 1242,298.52 SF=7.0510 WORKSCOPE DEPICTED ON THE PLANS. TWO FT MINIMUM FROM CURBS,PADS,WALKS,AND WALLS TO PERMIT t`I! I REQUIREMENTS FOR A ONE-FAMILY DWELLING}, PROPER COMPACTION OF THE REPLACED SURFACES. ; SIGN �''-W� OT.& i. .. ... .. I.S. o I SUBJECT TO THE FOLLOWING REQUIREMENTS:'' 1. 1, 4'' E ) "- �[ o s :. {Aj NO BUILDING OR PART THEREOF SHALL BE 8. REMOVAL INCLUDES, BUT IS NOT LIMITED T0, CURBING, PAVEP.IENT, UNSUITABLE MATERIALS, AND `3 }, FIRE HYDRANT _--- r yEW EH DGE GRASS 0 ERECTED NEARER THAN 50 FEET TO ANY i;'rl UNDERGROUND PIPING. QUESTIONABLE ITEMS ENCOUNTERED (ABOVE AND/OR BELOW GRADE) SHALL BE ''% . I c V- Map data 02�324 Terms: Report a map error 391' STREET LINE AND NEARER THAN 20 FEET TO ,.,, e; BROUGHT TO THE ATTENTION OF THE OWNER AND ENGINEER OF RECORD IMMEDIATELY IN WRITING BEFORE o mw WATER VALVE CROSS ANY LOT LINE.: REMOVAL OR DISTURBANCE. $ t STATUE INLET {B)THE TOTAL AREA COVERED BY ALL VICINITY A PROPOSED HEATED ' PRINCIPAL AND ACCESSORY BUILDINGS SHALL 9. THE CONTRACTOR SHALL EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO N.T.S. ENCLOSURE FOR WATER . 0 l ._ Otto. ROOF DRAIN NOT EXCEED 20%OF THE AREA OF THE LOT, EXISTING FOUNDATIONS AND OTHER STRUCTURES TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR () SERVICE METER AND '`.` TAKING THE APPROPRIATE MEASURES AS NECESSARY TO ENSURE THE STRUCTURAL STABILITY OF EXPOSED BACKFLOW PREVENTER O V. CONC.WkK L I ® SANITARY MANHOLE MINIMUM LOT AREA §280 40,000 SF 242,298.52'SF(5.5624 ACRES) AND/OR BELOW GRADE FOUNDATIONS/WALLS/SIDEWALKS AND PAVEMENT TO REMAIN,AND SHALL PROVIDE A PROJECT DATA COVER ATTACHMENT SAFE WORK AREA. ANY DAMAGE OR DISTURBANCE DUE TO SUBJECT WORKSCOPE SHALL BE REPAIRED TO O `•.* oTs � ❑ °R.D.o a ,; 57.7' ---------- oCa CLEAN-OUT 280 LIKE-KIND CONDITIONS AT THE CONTRACTOR'S EXPENSE. APPLICANT/OWNER.................... ROMAN CATHOLIC CHURCH OF THE SACRED HEART MINIMUM LOT WIDTH § 150 FT 391 FT 27835 MAIN ROAD t CONC.wAlx ATTACHMENT 3 10. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PROTECT PEDESTRIANS AND VEHICULAR TRAFFIC P.O.BOX 926 O 1 ELECOM MANHOLE CUTCHOGUE,NY 11935 J I CONC.WALK a T Ro.o.- DURING REMOVAL ACTIVITIES. ANY TRAFFIC CONTROL,ACCESS,AND SAFETY PROVISIONS WITHIN THE R.O.W. s s ° COVER MINIMUM LOT DEPTH ATTACHMENT 3 175 FT 391 FT - r, � I 0 b s I 0 TREE AND ACCESS ROUTES(E.G.ACCESSIBLE RAMPS,PEDESTRIAN CROSSWALKS,SIDEWALKS,PAVEMENT STRIPING, TAX MAP NUMBER..................... Dist.1000,Sect.114,Block 11,Lot 1 '} 1► EXISTING Z §280 ETC.) SHALL BE THE CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL DETERMINE ONE STORY g Q LIMIT OF CLEARING MINIMUM FRONT YARD 50 FT 214.6 FT SITE AREA.................................. 242,298.52 SF(5.5624 Acres) 1 � GRASS Q _hL _ ATTACHMENT 3 APPROPRIATENESS OF REMOVAL ACTIVITIES AND PROVIDE TEMPORARY MEASURES FOR THE PROTECTION AND Z L1AS. CHURCH .o. ® � AND GROUND � 7 o I14300 I DISTURBANCE SAFETY OF THE PUBLIC UNTIL PERMANENT COMPONENTS/REPLACEMENTS CAN BE INSTALLED. CURRENT ZONING..................... RESIDENTIAL R-40&RESIDENTIAL OFFICE(RC) -< V, ! I 0 x MINIMUM PRIMARY §280 CURRENT USE........................... CHURCH ` <'+ � N ( I � OUR LADY OF GOOD FRONT YARD ATTACHMENT 3 50 FT 342.5 FT GREATER THAN 5' IS REQUIRED TO ACCOMMODATE CONSTRUCTION ACTIVITIES, IT 1 CL' 11. IF SHORING AT A DEPTH Z CONC.WALK R°• COUNSEL R.C. CHURCH° RD• SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO RETAIN A LICENSED PROFESSIONAL ENGINEER TO DESIGN PROPOSED USE......................... PARISH CENTER -ZI l 5 MINIMUM SECONDARY §280 35 FT 214.6 FT THE REQUIRED SHEETING AND SHORING DETAILS. SHEETING SHALL BE IN CONFORMANCE WITH OSHA EXISTING FOOTPRINT............... 8,567 SF 6 y __ _ - � GRASS FRONT YARD ATTACHMENT 3 REQUIREMENTS. O _ - z ci PROPOSED FOOTPRINT........... 8,508 SF INCLUDING BUILDING CANOPY II - �,. t U fAINIP,1Uh4 SIDE YARD §280 15 FT NIA ( ) < o I I I ATTACHMENT 3 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION,SIZE,TYPE,AND DEPTH OF COVERED ENTRY:273 SF N 00 "t '� I R.o. Z --T UTILITIES, PIPING, DRYWELLS, ETC. PRIOR TO THE START OF ANY WORK. THE CONTRACTOR MUST CONTACT M!N'.P.1UM SIDE YARDS §280 GROSS FLOOR AREA................ LOWER LEVEL......................................2,020 SF I I I a I 35 FT NIA THE APPROPRIATE LOCAL "ONE CALL" SYSTEM TO ENSURE THAT ALL UTILITIES ARE PROPERLY AND o J o U I� ( EXISTING Q �� COMBINED ATTACHMENT 3 COMPLETELY MARKED OUT IN THE FIELD PRIOR TO ANY WORK AT THE SITE. ANY DISCREPANCIES BETWEEN (WITH AREA BREAKDOWN) ENTRY LEVEL.......................................8,508 SF ASPHALT PARKING ENT. m TOTAL...................................................10,528 SF 70 §280 THE FIELD LOCATIONS AND THE PLANS SHALL BE REPORTED TO THE ENGINEER IN WRITING IMMEDIATELY. THE X j L'.i J o MINIMUM REAR YARD 50 FT 55.5 FT Q m o ATTACHMENT 3 CONTRACTOR IS ADVISED THAT UTILITY INFORMATION SHOWN ON THE PLAN IS A COMPILATION OF,FIELD E`a p o I I I 0 R.D. LOCATIONS,ABOVEGROUND STRUCTURES THAT WERE VISIBLE AND ACCESSIBLE IN THE FIELD,AND RECORD N Q . I EXISTING BUILDING FOOTPRINTS: CONTRACTOR SHALL COORDINATE UTILITY DISCONNECTION WITH THE APPLICABLE UTILITY COMPANIES PRIOR I I I DRAWINGS AVAILABLE AT THE TIME OF THE SURVEY AND MUST BE CONFIRMED ACCORDINGLY. THE I1 �"E X CONIC.WALK 5,700 SF+2,867 SF=8,567 SF , l _ _ _ ; PROPOSED BUILDING FOOTPRINT: TO REMOVAL ACTIVITIES. THE CONTRACTOR IS ALSO ADVISED THAT ALL SUCH FACILITIES DISTURBED DURING 0 �` I - `� I MAXIMUM LOT §280 8,508 5F(INCLUDING BUILDING CONSTRUCTION MUST BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. - I- 4 v_ I COVERAGE ATTACHMENT 3 20°/0 CANOPY) (✓� ��` B, 0 . TOTAL BUILDING COVERAGE: 13. THE CONTRACTOR SHALL COMPLETELY FILL BELOW'GRADE AREAS AND VOIDS RESULTING FROM THE REMOVAL L I W GAZEBO 8.567 SF+8,508 SF=17,075 SF OF STRUCTURES AND FOUNDATIONS WITH SOIL CONSISTING OF MATERIALS FREE FROMDEBRIS, 7 A a � I I �• I> 0 TRASH, FROZEN MATERIALS, ROOTS AND OTHER ORGANIC MATTER, STONES USED SHALL NOT BE LARGER THAN 6 C: Z2 J I E PROPOSED 2'LONG RE-STRIPE PARKING ® Z 17,075 SF 1242,298.52 SF=7.05% INCHES IN DIMENSION. PRIOR TO PLACEMENT OF FILL MATERIALS, UNDERTAKE ALL NECESSARY ACTIONS IN L _1 W CONCRETE CURB TAPER STALLS IN-KIND x �o �• t-- MAXIMUM BUILDING §280 35 FEET TO PEAK OF SLOPING ROOFS/25 FEET " ORDER TO ENSURE THAT AREAS TO BE FILLED ARE FREE OF STANDING WATER, FROST, FROZEN MATERIAL, `• W 23'-1 Y TO PEAK OF SLOPING ROOF e 7 `� HEIGHT ATTACHMENT 3 FOR FLAT OR MANSARD ROOFS TRASH AND DEBRIS, PLACE FILL MATERIALS IN HORIZONTAL LAYERS NOT EXCEEDING 6 INCHES IN LOOSE O L > f•� ��J �".�, I 'i N PROPOSED SAWCUT AND _� I DEPTH AND COMPACT EACH LAYER AT PLACEMENT TO 95"io v- Z !~� I I I 019 OPTIMUM DENSITY. GRADE THE SURFACE TO MEET '�:e LIMIT OF ASPHALT MAXIMUM NUMBER OF 280 i _j I .w �.�. I § 2Y SINGLE-STORY BUILDING ADJACENT CONTOURS AND TO PROVIDE SURFACE DRAINAGE, REFER TO GEOTECHNICAL REPORT (IF a .v PAVEMENT REPLACEMENT E--�/ �� I STORIES ATTACHMENT 3 � , O ' . "` BRK. \NG\\N PROVIDED) FOR FURTHER RECOMMENDATIONS. REFER TO GRADING PLAN FOR PROPOSED SURFACE �'� I I ' ' ''' I PLN R. ZON j°�, ELEVATIONS. +y j �! I �' .'.'.'. .'.'.'.'.'.+3'. .'.'.'.' .'� (�VARIANCE REQUIRED a c t "= ' L •• a• RO ZONE ❑ 14. UNDERGROUND STORAGE TANKS, IF ENCOUNTERED,SHALL BE EMPTIED.CLEANED AND REMOVED FROM THE ,••' PROPOSED . . ... .'. ®'.'. .'. .'. .'..'. '. (_'.. 0 . do SITE IN ACCORDANCE WITH FEDERAL,STATE,COUNTY,AND LOCAL REQUIREMENTS. ' PAVEMENT m.'.'.'.'.'.'.'.'.'.'.'.'.o••••••� / C _-_ js PARKING CALCULATIONS "' ' °''. �` .'.. '.''..':''. .'.''..'. '.'.'.PROPOSED CONCRETE •''''' ' ''' ' 15. PROPOSED TREE PROTECTION FENCE TO BE INSTALLED BEFORE THE START OF REMOVAL ACTIVITIES AND TO CURB ITEM SECTION PERM ITTEDIREQUIRED PROPOSED BE REMOVED AFTER CONSTRUCTION IS COMPLETE. PROPOSED .. .'. ... .. .... ..' '. .. .. .'.' '" .....'.' ' PR 1P•OSED ADA R-40 ZONE C.c. •• •� • •• •••• •••• • •• •• •••• ••••••• • ••• 10' • •�.• Aa PARKING PARISH CENTER 1 PER 100 SF OF OFFICE FLOOR AREA EXISTING PARKING:123 STALLS 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE LOCAL LANDSCAPE .'. .. 10' '.'. .'..'... . ....'.'. . . .. . ....... TYP. . .RAh, (TYP.) rA ( ) a .... . . . . . ... ...... ..( ).. ... . .. ors ors REQUIREMENT FOR §280-78(A) 8,508 SF x 1 STALL PER 100 SF=85.08 STALLS PROPOSED PARKING:9 STALLS AUTHORITIES REGARDBJG MATERIALS AND INSTALLATION OF PROPOSED WORK,FOR OBTAINING THE REQUIRED r AREA(TYP.) :'... ..'.�:'... .;..:.(TYP.):.:.:R3 R3.....8 ' . .. ....'''. . . . . . ., R5' • •• PROPOSED ADA AND PROPOSED Z LONG 00 PARISH CENTER PARKING REQUIRED:86 STALLS TOTAL PARKING:132 STALLS PERMITS, SIGN OFFS,Aw)CONSTRUCTION INSPECTIONS,ACCORDING TO GOVERNING BUILDING CODES AND � "VAN ACCESSIBLE"SIGN DISPOSAL OF ALL MATERIAL IN ACCORDANCE WITH STATE AND LOCAL LAW. .'. .'. .'. .'. .'.'. :• 5 9 •': . . „„ , , „„ CONCRETE CURB TAPER WHEN ANY LOT CONTAINS TWO OR MORE USES HAVING PROPOSED � 7' 7' `fir.` o �' PROPOSED"NO 0 `t x" DIFFERENT PARKING REQUIREMENTS,THE PARKING 2 07/19/24 AM ISSUED TO TOWN o CONCRETE .• •. • • • •• "'. PARKING ANYTIME"SIGN d REQUIREMENTS FOR EACH USE SHALL APPLY TO THE 17. SIDEWALKS, CURBS, 0Z OTHER EXISTING SITE APPURTENANCES DAMAGED 6Y CONSTRUCTION SHALL BE o SIDEWALK :., :.- . .. .:. °'_ - �/ ` 0 I EXTENT OF THAT USE.WHERE IT CAN BE PROPOSED PARISH CENTER ONLY REPAIRED OR REPLACED IN KIND OR UNLESS NOTED OTHERWISE(UNO),WHETHER SPECIFIED ON THIS PLAN OR 1 05114/24 DD REV PER CLIENT COMMENTS } 9 .t. ; ' ` ',' CONCLUSIVELY DEMONSTRATED THAT ONE OR MORE OPEN DURING PERIODS OF TIME NOT,AT THE SOLE COST OF THE CONTRACTOR. r. '. . / 0 APPROXIMATE LIMIT OF CLEARING I I COMBINED SPACES §280-78(G) SUCH USES WILL BE GENERATING A DEMAND FOR WHEN CHURCH IS NOT IN USE. NO. DATE BY DESCRIPTION > ••••• " 21' ... - .«` • 22 9.19' ` ` , AND GROUND DISTURBANCE THEREFORE,THE PROPOSED PARISH 18. THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS.` ` •+ PARKING SPACES PRIMARILY DURING PERIODS WHEN { "." 1t9 52' 19.94'..,. ..57.81': 9 11 CENTER WILL NOT GENERATE A > 55.5' ` `� °I'' EN.EXT . . 5 THE OTHER USE OR USES IS NOT OR ARE NOT INREVISIONS L:dr; EAT . '(REAR YARD].• 5' TOTAL PARKING SPACES Q E R ER DEMAND FOR PARKING. 19. SEQUENCE AND C00 AT.ON OF CONSTRUCTION IS SOLELY THE CONTRACTOR'S RESPONSIBILITY. , . .. OPERATION THE PLANNING BOARD MAY REDUCE THE G • 0i R . ' , • ; PROPOSED SINGLE-STORY PARISH '` . m' TREQUIRED FOR THAT USE 20. PRIOR TO THE COMMENCEMENT OF ANY WORK WITHIN A NYSDOT AND TOWN OF SOUTHOLD RIGHT-OF-WAY THE`,'�' � 0 WITH THE LEAST REQUIREMENT. ' � CENTER WITH PARTIAL CELLAR ,I, 0 `' t ,. APPLICANT!OWNER/DEVELQPERlCONTRACTCR MUST OBTAIN ARIGHT-OF-WAY WORK PERMIT FROM NYSDOT : :. ` ,•-- .,, .0i 0 AND TOWN OF SOUTHOLD.e:. • CELLAR:2,020 SF THREE HUNDRED FIFTY SQUARE FEET SHALL BE L � '} �' • r • -+- • `�. FIRST FLOOR:$508 SF (; ` ' ` ',•,',` ` CONSIDERED ONE SPACE(TO PROVIDE ROOM FOR 10'x 20'PARKING STALLS WITH 24.5' ` , N ••.•••. .••• ` ••.••. I MINIMUM STALL SIZE 280-78 C STANDING AREA AND AISLES FOR MANEUVERING).T MIN.DRIVE AISLE 21. ANY UTILITIES INCLUDING POLES REQUIRED TO BE RELOCATED I 'ry /. ` ' ' COVERED ENTRY:273 SF -,:. � . • . . . . • . • • ( G). HE E INSTALLATION OF THE REQUIRED ` ', ;1..' r to • • • • • • • • ) MINIMUM PARKING STALL WIDTH SHALL BE NINE FEET 8'x 20' ACCESSIBLE STRIPED STALL IMPROVEMENTS SHALL BE RELOCATED A DU TO THE STEX EN• ` 0 ( SE OF THE 0 t § , 97.2T ` ere AND THE MINIMUM LENGTH SHALL BE 19 FEET APPLICANT/OWNER(DEVELOPER'CONTRACTOR 214 6' ) > ` • ,40.23 (FRONT YARD}. - �c __. } • • • - • CESSIBLE PARKING 22 ..- • • • • • • • • EXISTING.`.` i . . . . . . . . . `,� `„','•` .Joi_* . . . • . . 16 SPACES THE PROCESS OF CONS SHALL BE RESTORED AT THE APPLICANT'S EXPENSE TO AT LEAST THE SAME E. y �° H,H' % o, Q�1_.,r-•1 .+ • - - • •+� .• • _ 7 IB Y 8'x 19'STALLS PLUS ADJACENT 8'x 19'TRANSFER AREA � „ZN;;, � „ � u `•` .`.�..`.••`.`0`• •`•`•`.`.`••.`.`.••'•`•`. .••`••.`.`•`.`•`•`•'.',' •••_ `•..•••..•�.` • ••.••.`•.•. •`.+ .•`.•••..•..•.•• ACCESSIBLE PARKING C N S 5 ACCESSIBLE SPACES REQUIRED WHEN 101 TO 150 PROPOSED ACCESSIBLE PARKING: QUALITY AND CHARACTERISTICS THAT EXISTED BEFORE CONSTRUCTION BEGAN, THE APPLICANT SHALL BE 0 0 Z • - - • • • • • ` ` • •,' • '.• • `m 9 , -'LGG® L? I 1106.1 TOTAL PARKING SPACES PROVIDED 1 SPACE FURTHER RESPONSIBLE TO INSURE THAT, IN THE ROADWAYS ADJACENT TO THE CONSTRUCTION SITE,THESE BLUE POINT ROAD, uI�I'T TOTAL ACCESSIBLE PARKIN. MARKINGS, SIGNS AND SIGNALS, ARE MAINTAINED DURING THE ENTIRE PERIOD OF CONSTRUCTION. IF ' . •�• •.•�.,•�•.•+...•... •...• •.... �31� l 1 O O I En O 17 SPACES r REPLACEMENT OR UPGRADE IS REQUIRED, SAME MUST BE APPROVED BY THE NYSDOT AND TOWN OF H®LTS V I LLE, NEW YORK 11742 1. -\` • .+. •`. .`. • . .`. • • • W / u. SOUTHOLD. (6: 7) EC�I- 5 E t •`, J �G� r r v MINIMUM AISLE WIDTH 5280 78(C) 22 FEET 24.5 FEET 23. ALL ACCESSIBLE PARKING,CURB RAMPS,AND OTHER APPURTENANCES OF ACCESSIBLE ROUTES ARE TO MEET � •KeyCiviiEngineering.Gom LO 0 c� "� ,••'•`,`•`,`,`,'•',`,"•'•",'•`,`•`, � , �N THE REQUIREMENTS OFTHE 2020 NYS BUILDING CODE CHAPTER 11-ACCESSIBILTY,AND ICC/ANSI A117.1-2009. O® °� 0 `"�C,(�j�:.` -� =-s W.W. . ES�W UNOBSTRUCTED ACCESS TO AND FROM A STREET PROJECT NAME Z i N ox 0 0 a R pgkERs 0 SHALL BE PROVIDED.SUCH ACCESS SHALL CONSIST 24. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS t 0 � 0 0 0 0 0 0 ' I OF AT LEAST TWO TEN-FOOT LANES FOR PARKING ASSOCIATED WITH THE PROJECT WORKSCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE 0 °Y 0 0 0 0 0 0 B. ' I AREAS WITH 20 SPACES OR MORE.NO ENTRANCE OR CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE ROMAN CATHOLIC CHURCH OF THE SACRED s.' EXIT FOR ANY OFF-STREET PARKING AREA SHALL BE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO HEART PROPOSED PARISH CENTER Q 0 0 1 STY. � 51 ACCESS §280-78(D) LOCATED WITHIN 50 FEET OF ANY STREET COMPLIES THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL 14300 MAIN ROAD 0 EXISIRNG INTERSECTION NOR EXCEED A GRADE OF 6%W'ITHIN 25 CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF - ` d Q 0 0 0 WA 7, CML/DIRT DRIVE °a FEET OF ANY STREET LINE NOR 10%AT ANY OTHER WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODE. MATTITUCK, NY 11952 . 0 Q 0 0 •WOOD ❑ P.D. POINT.ALL POINTS OF INGRESS OR EGRESS SHALL BE sTEPs �� TOWN OF SOUTHOLD, COUNTY OF SUFFOLK APPROPRIATELY SIGNED,UNLESS SUCH SIGNING IS 25. THE CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST O.S.H.A. STANDARDS AND ,,,. 0 & 0 0 I CONSIDERED UNNECESSARY BY THE PLANNING REGULATIONS, OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING DIST.: 1000, SECT.: 114, BLOCK: 11, LOT: 1 N�,p��� �,® 0 0 0 ` I BOARD. PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE"MEANS AND METHODS"REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF O.S.H.A.,AS WELL AS ANY OTHER ENTITY THAT HAS p C 9 I , "`A, 0 0 0 ere 0 ALL OPEN PARKING AREAS SHALL BE PROPERLY JURISDICTION FOR EXCAVATION AND/OR TRENCHING PROCEDURES. DRAWING TITLE y/ ,7 Q DRAINED WITHIN THE PREMISES,AND ALL SUCH AREAS o W z V I 0 0 0 0 SHALL BE PROVIDED WITH A DUSTLESS SURFACE, 0 m 0 0 0 0 F_ EXCEPT FOR PARKING SPACES ACCESSORY TO A 26. THE TOPS OF EXISTING MANHOLES,INLET STRUCTURES,AND SANITARY CLEAN-OUT TOPS SHALL BE ADJUSTED, IF REQUIRED,TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS. ~0 a � 0 c ONE-FAMILY OR TWO-FAMILY RESIDENCE.CURBS, � IrRAME 1 a,. 0 0 0 DRAINAGE AND §280-78(E) PAVING,SIDEWALKS AND DRAINAGE FACILITIES SHALL COMPLIES (GARAGE $S 30, 0' 0 0 0 I SURFACING COMPLY WITH STANDARDS ESTABLISHED IN TOWN 27 ENGINEER N WRITING OF ANY CONFLICTS.EPANCIES BETWEEN SITE PLAN �NS AND FIELD CONDITIONS, IMMEDIATELY NOTIFY THE PROJECT nOW 1 0 ORDINANCES,REGULATIONS OR SPECIFICATIONS AND merl SHALL BE APPROVED AND CONSTRUCTED UNDER THE 1 JOauglaSr fOr Y I ®� aft am � d I 28. CONTRACTOR SHALL BE REQUIRED TO SECURE ALL NECESSARY PERMITS AND APPROVALS FOR ALL OFF-SITE 1'_ ` Andr' Hausler & nOw MGFRAE N89• 8S „ OR HIS AGENT. OF THE SUPERINTENDENT OF HIGHWAYS MATERIAL SOURCES AND DISPOSAL FACILITIES. CONTRACTOR SHALL SUPPLY A COPY OF APPROVALS TO '10I ea }�ausler 5g 50 oftd Q 0 OR HIS AGENT. PROJECT ENGINEER AND OWNER PRIOR TO INITIATING WORK. DATE: 05/03/2024 kare °r for n MaIcONISOn I 275,45' "'"'� ... 0 0 (1)WHEREVER A PARKING AREA OF OVER FIVE SPACES SCALE: 1 -40 _ ABUTS OR IS WITHIN 15 FEET OF THE SIDE OR REAR 29. CONTRACTOR SHALL DOCUMENT, WITH PHOTOS, CRITICAL STAGES OF CONSTRUCTION AND PROVIDE TO - LO o - �, ftE ARjyq'�j r�E._+��^ LOT LINE OF A LOT IN ANY RESIDENCE DISTRICT,SAID ENGINEER OF RECORD AT END OF CONSTRUCTION. CD c USE: RCS D 27 now or farmer! GARAGE `_ R' PARKING LOT SHALL BE SCREENED FROM SUCH PROJECT NUMBER: 23200 zOJVE.RESIDENCE John A y I no or DRnEwgy ADJOINING LOT BY A SUBSTANTIAL WALL,FENCE OR 30. THE CONTRACTOR SHALL PERFORM THE WORK AS SHOWN ON THE PLANS AND SPECIFIED HEREIN.THE PLANS R. a) - PUBLIC WA I USEAX Lpr• 28 Bag(IVI I Donn Cos{ rmerl y THICK HEDGE APPROVED BY THE PLANNING BOARD. SHOW THE GENERAL SCOPE OF THE WORK AND DO NOT NECESSARILY SHOW ALL DETAILS REQUIRED FOR DRAWING BY: AM O o v 41 i TER 1 RESIDEN Linda on z0 & GENERALLY,SUCH SCREEN SHALL BE NOT LESS THAN COMPLETE FINISHED WORKING SYSTEMS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL C -' v 1 PUBLIC:-T SAL 1 USE. RES A X LOT 2� US A�� �a 3pOnzo FOUR FEET NOR MORE THAN EIGHT FEET IN HEIGHT. MATERIALS AND LABORAS NECESSARY FOR THE CONSTRUCTION OF COMPLETE WORKING SYSTEMS. CHECKED BY: MID (2)WHENEVER A PARKING AREA OF OVER FIVE SPACES 31. ELECTRICAL WORK SHALL BE IN CONFORMANCE WITH THE NATIONAL ELECTRICAL CODE(NEC). 1 PUBLIC WA E R-40 Z p��SIDEN77AL APPROVED BY: MP R- IS LOCATED ACROSS THE STREET FROM OTHER LAND REFERENCES PUBL/c WATER I I REGULATIONS FOR IN ANY RESIDENCE DISTRICT,IT SHALL BE SCREENED 32. ALL EXCAVATIONS SHALL BE H OSHA RED I THE END OF EACH WORK DAY OR PROTECTED WITH TEMPORARY ALTERATION OR ADDITION TO THIS { I FROM THE VIEW OF SUCH LAND BY A THICK HEDGE, FENCING IN COMPLIANCE WITH OSHA REQUIREMENTS. SEAL & S- -NATURE: DOCUMENT EXCEPT BY A LICENSED THIS PLAN REFERENCES: , PARKING SPACES WALL OR FENCE,APPROVED BY THE PLANNING BOARD, �- PROFESSIONAL ENGINEER IS A ADJACENT TO LOTS IN §280-78(K) COMPLIES OF N F I V VIOLATION OF SECTION 7209, BOUNDARY AND TOPOGRAPHIC SURVEY ANY RESIDENCE LOCATED ALONG A LINE DRAWN PARALLEL TO THE 33. DEWATERING(IF REQUIRED)SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL&STATE REGULATIONS,AND `G Y 0 SUB-DIVISION 2,OF THE NEW YORK PREPARED BY: DISTRICT STREET AND A DISTANCE OF 20 FEET THEREFROM, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ANY NECESSARY ASSOCIATED DISCHARGE CD PRC!'ILO; � STATE EDUCATION LAW. AMERICAN ENGINEERING&LAND SURVEYING P.C. SUCH SCREENING TO BE INTERRUPTED ONLY AT PERMITS. / �' 9 1171 OLD COUNTRY ROAD-SUITE 6 POINTS OF INGRESS AND EGRESS.GENERALLY,NO � n DRAWING No: GRAPHIC SCALE SUCH SCREENING SHALL BE LESS THAN FOUR FEETIt PLAINVIEW,NY 11803 ( r A�. � � NOR MORE THAN SIX FEET IN HEIGHT.THE OPEN AREA I " W BE LAEEN SUCH NDSCAPED DSN HARMING AND ONY WITH THEETLANDSCAPING EET SHALL ' , tit-1 t: UNTIL S.ALL. DATED:02/19/2024 40 0 20 4o ao 1Go .�. :i..A� AI 8 BUILDING ARCHITECTURAL LAYOUT "- •' `_." __4.1 ` PREPARED BY: "Im PREVAILING ON NEIGHBORING PROPERTIES FRONTING ` ��1, .% JMN ARCHITECTURE P.C. ( IN FEET ) ON THE 'SAME STREET.TWO IDENTIFICATION AND � ' " ' �0,1p 081[i5$ �� C- 406 NORTH COUNTRY ROAD DIRECTIONAL SIGNS LOCATED ON THE STREET SIDE OF \ 4'OT_ .c• xa" SAINT JAMES,NY 11780 1 inch = 40 ft. �_- - _ DATED:04,103/2024 THEY SHALL ENO NOT AN AREA OF THREE SQUARE E 5,IC' , Know what's below. FEET EACH. Call before you dig. VICINITY MAP BACKGROUND DATA 1-800-272-4480 PROVIDED BY MAPS.GOOGLE.COh1 MARL PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 1 OF 9 i YAKey CiviP,Protects\2023\23200...JMN Architecture...14300 Mar.Road-Mattltuck\Drawings%ey Civil\23200._2024 07.19--SPP2--SPDES-.RPZ.dwg SITE REMOVAL NOTES IT 1. REFER TO SITE PLAN(SHEET C-1)FOR ADDITIONAL NOTES, X LEGEND 2. THE CONTRACTOR SHALL ENSURE ANY EXISTING ASBESTOS CONTAINING MATERIALS ARE REMOVED FROM SUBJECT EXISTING ITEM REMOVAL PREMISES PRIOR TO REMOVAL ACTIVITIES AND SHALL PERFORM ALL AGENCY NOTIFICATIONS AS REQUIRED. PROPERTY LINE 3. EXCAVATION SHALL BE PROPERLY BACKIFILLED WITH CLEAN,SUITABLE MATERIAL,THE CONTRACTOR SHALL REFER TO v �-� / /� BUILDING THE GEOTECHNICAL REPORT OR CONSULT WITH THE GEOTECHNICAL ENGINEER FOR INSPECTION AND CERTIFICATION. /// s� ''~'' 'tip �' \ —W— WATER SERVICE 4. THE CONTRACTOR SHALL INSTALL A TEMPORARY PROTECTIVE FENCE IN ACCORDANCE WITH FEDERAL,STATE,COUNTY Mafratobka AND LOCAL CODES AND REGULATIONS AT LOCATIONS WHERE HAZARDOUS CONDITIONS EXIST AS A RESULT OF —E— ELECTRIC SERVICE —E— REMOVAL ACTIVITIES. Ill ild: G— GAS SERVICE 5. THE UTILITY INFORMATION SHOWN ON THE PLAN IS A COMPILATION OF FIELD LOCATIONS,ABOVEGROUND STRUCTURES Z THAT WERE VISIBLE AND ACCESSIBLE IN THE FIELD,AND RECORD DRAWINGS AVAILABLE AT THE TIME OF THE SURVEY.TELECOMMUNICATIONS ros OT.. SERVICE THE FEASIBILITY OF ALL UTILITIES(DRAINAGE,SEWER,WATER,GAS,ELECTRIC,PHONE,CABLE,ETC.)AND/OR itack Or. UNDERGROUND STRUCTURES TO BE REMOVED OR RELOCATED HAS NOT BEEN CONFIRMED WITH THE GOVERNING matt IkfAve I ffo -vn DR e x FENCE AGENCIES AND MUST BE REVIEWED FURTHER PRIOR TO PREPARATION OF CONSTRUCTION DOCUMENTS. 00* STa ON .(Jcj DOUBLE WALL 6. PRIOR TO STARTING ANY DEMOLITION,THE CONTRACTOR IS RESPONSIBLE FORITO: I: M WETLANDS a. ENSURE COPIES OF ALL PERMITS AND APPROVALS MUST BE MAINTAINED ON SITE AND AVAILABLE FOR REVIEW. UTILITY POLE BOUNDARY W"IT—E lg� PST. b. INSTALLING THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE DISTURBANCE. c. PROTECTING AND MAINTAINING IN OPERATION,ALL ACTIVE SYSTEMS THAT ARE NOT BEING REMOVED DURING LIGHT POLE Cfi�2_9_5 0 IN 0 -71 ALL DEMOLITION ACTIVITIES. Do CT-& SIGN d. COORDINATION WITH UTILITY COMPANIES REGARDING WORKING"OFF-PEAK"HOURS OR ON WEEKENDS AS MAY GRASS BE REQUIRED TO MINIMIZE THE IMPACT ON THE AFFECTED PARTIES. ()0 j FIRE HYDRANT e. A COMPLETE INSPECTION OF CONTAMINANTS BY A LICENSED ENVIRONMENTAL TESTING AGENCY, OF ALL BUILDINGS AND/OR STRUCTURES TO BE REMOVED. SAME SHALL BE PERFORMED IN ACCORDANCE WITH ALL rc He. OW WATER VALVE APPLICABLE LOCAL,STATE,AND FEDERAL ENVIRONMENTAL REGULATIONS.ANY/ALL CONTAMINANTS SHALL BE Map 4a.ia 02024 Terms Reportamaperror REMOVED AND DISPOSED OF BY A FEDERALLY LICENSED CONTRACTOR IN ACCORDANCE WITH FEDERAL,STATE.GRASS %��V M m INLET AND LOCAL REGULATIONS.ALL ENVIRONMENTAL WORK INCLUDING HAZARDOUS MATERIAL, SOILS,ASBESTOS, OR OTHER REFERENCED OR IMPLIED HEREIN IS THE SOLE RESPONSIBILITY OF THE ENVIRONMENTAL ORA CROSS ROOF DRAIN CONSULTANT, VICINITY MAP H ATUE • SANITARY MANHOLE N.T.S. COVER 8. IN THE ABSENCE OF SPECIFICATIONS,THE CONTRACTOR SHALL PERFORM EARTH MOVEMENT ACTIVITIES,DEMOLITION ...... AND REMOVAL OF ALL FOUNDATION WALLS,FOOTINGS,AND OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE IN OCA CLEAN-OUT ACCORDANCE WITH DIRECTION BY THE STRUCTURAL OR GEO-TECHNICAL ENGINEER. PROJECT DATA CONC.WALK TELECOM MANHOLE Lri —4— ORD, 9 APPLICANT/OWNER................... ROMAN CATHOLIC CHURCH OF THE SACRED HEART 0 COVER 9. CONDUCT DEMOLITION ACTIVITIES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS,STREETS, IC,A.C. R.D.0 27835 MAIN ROAD ------ CONIC.WALK ED TREE ID SIDEWALKS,WALKWAYS,AND OTHER ADJACENT FACILITIES. P.O.BOX 926 ALK � CUTCHOGUE,NY 11935 10. DEMOLITION ACTIVITIES AND EQUIPMENT SHALL NOT USE AREAS OUTSIDE THE DEFINED PROPERTY LINE WITHOUT 0 ——————— S SAWCUT LINE PROPOSED LIMIT OF R.D. S WRITTEN PERMISSION OF THE OWNER,AND/OR APPROPRIATE GOVERNMENT AGENCY. TAX MAP NUMBER..................... Dist 1000,Sect.1 14,Block 11,Lot 1 a LIMIT OF CLEARING AND CLEARING AND GRADE EXISTING 0III GRADE DISTURBANCE LCGD— 11. USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR IN SITE AREA.................................. 242,298.52 SF(5.5624 Acres) DISTURBANCE GRAI ONE STORY MAS. CHURCH S ACCORDANCE WITH FEDERAL,STATE,AND/OR LOCAL STANDARDS AFTER THE DEMOLITION IS COMPLETE,ADJACENT CURRENT ZONING..................... RESIDENTIAL R-40&RESIDENTIAL OFFICE(RO) >= D. r/ #14300 I STRUCTURES AND IMPROVEMENTS SHALL BE CLEANED OF ALL DUST AND DEBRIS CAUSED BY THE DEMOLITION CURRENT USE........................... CHURCH PROPOSED LIMIT OF 'OUR LADY OF GOOD OPERATIONS.THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR CONDITION. PROPOSED USE:......................... PARISH CENTER WOODED AREA TO BE COUNSEL R.C. CHURCH" DRA CONC.WA C�t /D REMOVED GRASS EXISTING FOOTPRINT............... 8,567 SF 12. THE CONTRACTOR IS RESPONSIBLE TO SAFEGUARD SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF UNAUTHORIZED PERSONS AT ANY TIME. PROPOSED FOOTPRINT........... 8,508 SF(INCLUDING BUILDING CANOPY) COVERED ENTRY:273 SF 0 RECrRIC 13. THIS PLAN IS INTENDED TO IDENTIFY THOSE EXISTING ITEMS/CONDITIONS WHICH ARE TO BE REMOVED.IT IS NOT 0. GROSS FLOOR AREA.......... LOWER LEVEL......................................2,020 SF CN Ln I pi 7. IBM INTENDED TO PROVIDE DIRECTION OTHER THAN THAT ALL METHODS AND MEANS ARE TO BE IN ACCORDANCE WITH Ti� (WITH AREA BREAKDOWN) ENTRY LEVEL.......................................S1508 SF FEDERAL,STATE,LOCAL,AND JURISDICTIONAL REQUIREMENTS.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXISTING TOTAL. ..........................................10,528 SF esv.T.�__ OSHA AND/OR OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE,_j Zi 0 Xm 9�p ASPHALT PARKING ENT, Z:) LLJ_j 1 14. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE.ALL DEMOLITION WASTES AND DEBRIS(SOLID WASTE)SHALL BE <Q_ Z M C) DISPOSED OF IN ACCORDANCE WITH ALL TOWN,COUNTY,STATE,AND FEDERAL LAWS AND APPLICABLE CODES, X S,L GATE CONIC.WALK 15, IN ACCORDANCE WITH STATE LAW,THE CONTRACTOR SHALL BE REQUIRED TO CALL THE BOARD OF PUBLIC UTILITIES OR —3— CALL DAMAGE PROTECTION SYSTEMS FOR UTILITY MARK OUT IN ADVANCE OF ANY EXCAVATION. C) 16. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING SITE IMPROVEMENTS AND UTILITIES,ALL 0 DISCREPANCIES SHALL BE IDENTIFIED TO THE ENGINEER IN WRITING. PROPOSED SAWCUT 0� 0 AND LIMIT OF ASPHALT 17. ALL DEMOLITION DEBRIS TO BE REMOVED BY CONTRACTOR IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS. REPLACEMENT 0 18. CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN DEMOLITION PERMIT AND NECESSARY UTILITY DISCONNECTS. 0 0 _j w�KS -Y IR 0 PIR. 0 C EXISTING LIGHT POLE > AND ASSOCIATED C.C. > sl ELECTRIC SERVICE TO EA OTS. ors. BE REMOVED EXISTING TREE TO PROPOSED LIMIT OF 2 07/19/24 AM ISSUED TO TOWN 11 BE REMOVED(TY-. CLEARING AND GRADE DISTURBANCE 0 1 05/14124 DD REV PER CLIENT COMMENTS C:1 C3 NO. DATE BY DESCRIPTION > dD REVISIONS 0 doep > it > F 0 —LCGD— —LC GD Lj %47! IN 66 —LCGD LO 664 BLUE POINT ROAD, UNIT B 3: el ; 1 ;o HOLTSVILLE, NEW FORK 11742 s TmK 74 0 (111531) SSI-0513B 0 �qa �s 8'0x12'LR www.KeyCivilEngineering.com z LO Q, LO 0 j LCGD— —LCGD— W.Wi PROJECT NAME PAS A IROMAN CATHOLIC CHURCH OF THE SACRED C/ HEART PROPOSED PARISH CENTER 14300 MAIN ROAD W.W. 1 STY. EXISTING MATTITUCK, NY 11952 C/ j ,5///// TOWN OF SOUTHOLD, COUNTY OF SUFFOLK gym, FF2767�47 GRAVEL DIRT DRIVE W'O O'D-6EEJE i SIPS A]_j U ITS DIST.: 1000, SECT.: 114, BLOCK: 11, LOT: 1 CID F= so DRAWING TITLE 0 m of z x om V) -3 MWE ,Ss aSITE REMOVALS PLAN GOGE now or f lift DOU orrnerly Andrea DATE: 05/03/2024 61 FN,,979Q 7-�, -16 1 glas HOUsler &C I ME 2!1 E sotp . L_ W oft oft HOUS/er now or lorMerly I E a) Karen Malcorn'son 275.4,51 SCALE: ill 40' C') low,, 'rA X T Hoi_ - . PROJECT NUMBER: 23200 ,2 0 a) ��pw L_ C USA RE : 27 now or forrnerlyRAGE — T 0 ZSIDIENcE ASPH4LT DR ,�6N'�' John A. E30gliv, now or f DRAWING BY: AM UBLIC.R-40 Orrn er/y P TAX Lo7-. now Costanzo & c! 100 7� 1 WATER USE- RE : 28 C -5 0 1 iONC•SIDENTIAL Linda C tanzo CHECKED BY: MP PUBLIC:R-40 R 'rA;< Lo-r.: 29 TAX L o-r.CIS WA TER USE' ESIDIENTIAL ZONC-R USE. R" : 30 APPROVED BY: MP PUBLIC lilt - -40 i0NES1DCN*r1AL PUBLIC:R-40 SEAL& S19NAT,0E: ALTERATION OR ADDITION TO THIS WATER DOCUMENT EXCEPT BY A LICENSED ICENSED OF N IF W PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, 0 SUB-DIVISION 2,OF THE NEWYORK 4�,vc Irl L o STATE EDUCATION LAW GRAPHIC SCALE DRAWING No: 40 0 20 40 80 160 LU N Q1 1' EALE 08 15 56 <_1 ( IN FEET ) C-2 F 1 inch 40 ft. Know what's below. Call before you dig. 1-800-272-4480 MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 2 OF 9 JMN Architecture 14300 Main Road 0202407.19 SPP2 SPDES RPZ.dwg Y,\Key CIviI\Projects`i2O23232OO__ MattItLIck\Draw!ngs`iKey Civil',2320 i 4. LANDSCAPE NOTES4�,Is I T�'E' 1. THE LANDSCAPE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL CLEARING,FINISHED GRADING,SOIL PREPARATION,PERMANENT SEEDING OR SODDING,PLANTING AND MULCHING INCLUDING ALL LABOR,MATERIALS,TOOLS AND EQUIPMENT NECESSARY FOR THE COMPLETION OF THIS PROJECT, > FV C UNLESS OTHERWISE CONTRACTED BY THE GENERAL CONTRACTOR. Via. 2. EXISTING VEGETATION SHALL BE RETAINED UNLESS SPECIFIED ELSEWHERE ON THIS PLAN. *< 4/ ' 3. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES TO REMAIN.A TREE PROTECTION ZONE SHALL BE ESTABLISHED AT 4;51 .•. � fit`=��,,,5 �'%' � t�„�- ��� `� •� ��' THE DRIP LINE OR 15 FEET FROM THE TRUNK OR AT THE LIMIT OF CONSTRUCTION DISTURBANCE,WHICHEVER IS GREATER.LOCAL STANDARDS MAY j V, IT REQUIRE THAT A MORE STRICT TREE PROTECTION ZONE SHALL BE HONORED. CRASS I 1 4. AT NO TIME SHALL MACHINERY,DEBRIS,FALLEN TREES OR OTHER MATERIALS BE PLACED,STOCKPILED OR LEFT STANDING IN THE TREE PROTECTION G i \ ZONE. �-�~�� ' \\a\ -•_ _..:\ I w I i BR I I 5. ALL PLANTS SHALL IN ALL CASES CONFORM TO THE REQUIREMENTS OF THE"AMERICAN STANDARD FOR NURSERY STOCK". I 6. CALIPER MEASUREMENTS OF NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON THE TRUNK SIX INCHES(T)ABOVE THE NATURAL GRADE FOR p PLNTR. X TREES UP TO AND INCLUDING A FOUR INCH(4")CALIPER SIZE. �;�,. �:�� 7. CONTRACTOR SHALL PROVIDE A SIX INCH(6")THICK MINIMUM LAYER OF TOPSOIL,OR AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT,IN ALL PLANTING � AREAS.TOPSOIL SHOULD BE SPREAD OVER A PREPARED SURFACE IN A UNIFORM LAYER TO ACHIEVE THE DESIRED COMPACTED THICKNESS. +� e 3 _ I 1 8. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY,THE PROPOSED LANDSCAPE,AS SHOWN ON THE APPROVED LANDSCAPE PLAN,MUST BE C7 I�� I INSTALLED,INSPECTED AND APPROVED BY THE APPROVING AGENCY.THE APPROVING AGENCY SHALL TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN � IIJCIC f 23 1 � X X THIS REGARD AS FOLLOWS. THE PLANTING OF TREES,SHRUBS,VINES OR GROUND COVER SHALL OCCUR ONLY DURING THE FOLLOWING PLANTING p - $ LT V � yAV1" Ii V, c� ` l ` I SEASONS: ' T�``'���/' e� ;•;.•;�:`,'Em� / ® 1 ( 0 T.S. 8.a.PLANTS: MARCH 15 TO DECEMBER 15 e WETLANDS S. 8.b.LAWN: MARCH 15 TO JUNE 15 OR SEPT.1 TO DECEMBER 1 � BOUNDARY ), ; E.A. C,l. 1 8.c.TREES OCTOBER 1 TO DECEMBER 1 AND MARCH 1 TO MAY 31 .� + 1 PLANTINGS REQUIRED FOR A CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED DURING THE NEXT APPROPRIATE SEASON AT THE MUNICIPALITY'S DISCRETION.CONTRACTOR SHOULD CONTACT APPROVING AGENCY FOR POTENTIAL SUBSTITUTIONS. f C C I 9. THERE SHALL BE NO PLANT SUBSTITUTIONS UNLESS AUTHORIZED BY LANDSCAPE ARCHITECT AND( ' 4^1 j PROPOSED SODDED, ( ,OR STAFF OF THE LOCAL MUNICIPALITY. 0 ) 10. NEW PLANTINGS OR LAWN AREAS SHALL BE ADEQUATELY IRRIGATED BEGINNING IMMEDIATELY AFTER PLANTING. WATER SHALL BE APPLIED TO EACH TREE a t AREA(TYP.) E.A. AND SHRUB IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TO THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY OT.S• �,�._ -r} I SATURATED.WATERING SHALL CONTINUE ROUTINELY AT LEAST UNTIL PLANTS ARE ESTABLISHED. r•.,;;- �% r t /® � �-: � dl d1iaT.s -- di di di dl ag Map data02024 Terms': Report a map error 24 / / I I 11. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE(1)YEAR FROM APPROVAL OF LANDSCAPE INSTALLATION BY THE t APPROVING AGENCY. CONTRACTOR SHALL SUPPLY THE OWNER WITH A MAINTENANCE BOND FOR TEN PERCENT(10%)OF THE VALUE OF THE LANDSCAPE b / 25 Pq ``� .j l;� /; I INSTALLATION WHICH WILL BE RELEASED AT THE CONCLUSION OF THE GUARANTEE PERIOD AND WHEN A FINAL INSPECTION HAS BEEN COMPLETED AND VICINITY AP ay I APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE. N.T.S. < t T1 12. CONTRACTOR SHALL ARRANGE TO HAVE A UTILITY STAKE-OUT TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY LANDSCAPE MATERIAL.UTILITY COMPANIES SHALL BE CONTACTED THREE(3)DAYS PRIOR TO THE BEGINNING OF WORK. E 4 S2 ® I 13, CONTRACTOR SHALL ENSURE THAT THE PROPOSED TREES ARE NOT PLANTED ON TOP OF UNDERGROUND PIPES AND ACHIEVE MAXIMUM SEPARATION PROJECT DATA 24 PROPOSED TREE ° POSSIBLE. 24 e F I 14. CONTRACTOR SHALL PROVIDE AN AUTOMATIC IRRIGATION SYSTEM FOR ALL LANDSCAPE AND LAWN AREAS.THE SYSTEM SHALL MEET ALL CODE APPLICANT/OWNER.................... ROMAN CATHOLIC CHURCH OF THE SACRED HEART t{ L.LJ PROPOSED SODDED PROTECTION FENCE rcrA 0 15 P2 E _15 P2 3 P3 5 S1 20 P1 3 P3 AREA(TYP.) REQUIREMENTS, 27835 MAIN ROAD O 3 P3 125 P1 P.O.BOX 926 CUTCHOGUE NY 11935 6 S2 3 P3 ,: ;` =` TAX AP NUMBER..................... Dist.1 ec. Block of 1 .• i� Sect.1 B k 11 4,S1 _ _ _. 1 S4 22' 1 S� y F TOPSOIL WITH FERTILIZER SI TE AREA ..................I.,.......... 2242,298.52 SF(5.56241Acres) L / 9.11' a 'p 11: 1.PRIOR TO SODDING,MIX TOP 4"LAYER 0 AND LIME. 10-20-10 ( 'w' ' _ POUNDS PER 0 CURRENT ZONING..................... RESIDENTIAL R-40&RESIDENTIAL OFFICE( ) "+ FERTILIZER SHALL BE APPLIED AT THE RATE OF 500 POUNDS PER ACRE OR 11 1 00 E RO :; 19.94' 57.81' .. : 2 S3. 2 S1 :tti)! S.F. LIME SHALL BE APPLIED° ° ;; L ED IN ACCORDANCE WITH THE FOLLOWING CHART. CURRENT USE.......................... CHURCH 'I } w w w 19.52 1 S4 1 S4 5 S3 I IQ ° ° ° cn APPROXIMATE LIMIT'OF w w w " " . CLEARING GRALDE SOIL TEXTURE TONSJACRE LBS/1,000 S.F. PROPOSED USE....................... PARISH CENTER C�r�t t fT ............... LOAM AND HIGH ORGANIC SOIL 3 DISTURBANCE i 135 EXISTING FOOTPRINT 7 SF ., SANDY LOAM, w w w ''r• " ' SSILT LOAM 2 90 PROPOSED FOOTPRINT 8 S (INCLUDING BUILDING CANOPY 6S2 LOAMY SAND,SAND S 1 45 F(IN ) 8 56 Y.273 SF : COVERED ENTRY: w w w tr1 a cfl PROPOSED SINGLE-STORY PARISH „ J w w w t5 ABOVE APPLICATION RATES FOR FERTILIZER AND LIME ARE STANDARD RATES AND HALL BE ( VITH AREA BREAKDOWN) w w 7 St "' CENTER WITH PARTIAL CELLAR ADJUSTED BASED ON SITE SPECIFIC SOIL TESTS. ENTRYLOWER LEVEL........ ........................... 8,508 SF TOTAL................................................... F 1 8S t w w w 1 S2-' �`" ` CELLAR:2,020 SF j ' ..: FIRST FLOOR:$508 SF 2.TOPSOIL SHALL BE TILLED,FINE GRADED,AND RAKED FREE OF ALL DEBRIS LARGER THAN 1"IN , .0 DIAMETER. ALL LAWN AREAS SHALL BE SLOPED TO DRAIN OR PER THE APPROVED GRADING PLAN. COVERED ENTRY:273 SF Iy w W w w w ( w w w w w w w w w w w w w w w w w wy7 3.SOD SHALL BE"CERTIFIED SOD"OR OTHER HIGH QUALITY CULTIVATED SOD. ONLY MOIST, FRESH,UNHEATED SOD SHALL BE USED. IT SHALL BE FREE OF WEEDS AND UNDESIRABLE w w w w w THICKNESS, w PLUS OR MINUS 1/4 INC T TIME OF CUTTING(EXCLUDING TOP VIGOROUS AND DENSE AND BE ABLE TO RETAIN ITS OWN SHAPE AND WEIGHT WHEN SUSPENDED L. 25,00 TP TP T� ° TP TP 1rI1', THI APPROXIMATELY 5J8 INCH I :! '... I w w w W w w w w w wr'wi; A ( G 0 GROWTH). SO SHOULD 8E C CC C D w w w w 97 2T F.F. E - GD- -L - -LCGaD- TP° I VERTICALLY WITH A FIRM GRASP FROM THE UPPER 10 PERCENT OF THE STRIP. BROKEN PADS OR P LlC CGD LCGD y w w w w W w w w w w 40.23 w w W w w w w W w GDJ� -E. E E E TORN AND UNEVEN ENDS WILL NOT BE ACCEPTABLE. W w w w w w w w w w w w � w w w w w w w w w w,.r--,�• w w w w w W w w w w w w w w w w W w w w w w w w w w w W w w w w w w w w ., .,fe •L 4.FOR DROUGHT PRONE SITES,A SOD OF TURF-TYPE TALL FESCUE AND BLUEGRASS SHALL BE USED INSTEAD OF STRAIGHT BLUEGRASS SOD, w w w W w w w w w w w w w w w w w w wE w w w � w w w 4• w W w � w�'.'/�.�w 24 ems: w w w w w w w w w w w w w w w C w w w w w w w w w w w w w w w ;> 5.SOD SHALL BE HARVESTED,DELIVERED,AND INSTALLED WITHIN A PERIOD OF 36 HOURS OR LESS W G) G G G --G DURING SUMMER MONTHS. w w w w w w w w w w w w w � w� w w w G w w w w G w w w w G ".-! ` w w w w w w w w w w w w w w w w w w w w W w w w w w w w w w w ✓.;,w K'� w -_ Y 1 A W w w w W w w w w w w W ••• // I YY W NJ W VV 6-~ W W /{///������ /!@� c� V' �O�l/173./ _LCVLT w �-u• w w \ 12 T2 w 1?JI IVVV'(((It1111L 6.SOD STRIPS SHOULD BE LAID ON THE CONTOUR,NEVER UP AND DOWN THE SLOPE,STARTING AT _ THE BOTTOM OF THE SLOPE AND WOR TP- O� TIP �SEPTIC TANK KING UP. DURING PERIODS OF HIGH TEMPERATURE, w \ W w w w w w w W w w w w w w w w W w w w Vf �wj 1 STY, S S LIGHTLY IRRIGATE THE SOIL PRIOR TO INSTALLING THE SOD, PLACE SOD WITH SNUG,EVEN w w w w w w w w ( wI w w w w w w w w `�`"y�` ` 'J C.O. JOINTS THAT ARE STAGGERED. ROLL OR TAMP SOD IMMEDIATELY FOLLOWING INSTALLATION TO w / w w w w w PROPOSE HYDRO w ^v w w w w w ^v w ^v w ",°y�; / //pp��uuyy.,,���� S ,//, I ENSURE SOLID CONTACT OF ROOT MAT WITH SOIL SURFACE. �V^-- /w w W w W w i,y<..�j5";J' -.�. H Y�X I 2 L.P. SEEDED AREA(TYP.)v w W W w w w w w wj ` '""�• � ° L1 � 7.ON SLOPES THAT ARE STEEPER THAN 3:1,SECURE SOD TO SURFACE SOIL WITH WOOD PEGS. e � w w w w w w w w w w w w w w w w w v w w w w w w w �,'.!/ ,h 7:y�/.�Y-•j �' n ° ' WIRE STAPLES,BIODEGRADABLE PLASTIC SPIKES,OR SPLIT SHINGLES(8 TO 10 INCHES LONG BY x , n Tp�•� w w w w w w w w w w w w W w w w w w w -'° F r W 3/4 INCHES WIDE). ANCHOR HEAVY JUTE OR PLASTIC NETTING TO THE CROWN OF THE SLOPE (7I � U FOR PROTECTION OF LIFTING AND UNDERCUTTING OF SOD. 2> 07/19/24 AM ISSUED TO TOWN •�. w/� ,•h w`w w w w w w w w w w w w w w w w w .l• f'' L '"'•�' " �= W 11 05/14/24 DD REV PER CLIENT COMMENTS CV d 8.IMMEDIATELY FOLLOWING INSTALLATION,SOD SHOULD BE WATERED(NOT DURING PERIODS OF A "'•..a+ w sw w w w w = �w�w�,y� / �' �\ I INTENSE SUN)UNTIL MOISTURE PENETRATES THE SOIL LAYER BENEATH SOD TO A DEPTH OF 1 NO. DATE BY DESCRIPTION Y-0i '\ jP _ TP --LCGD TP J y �y W.W. - W � v � pA� INCH. MAINTAIN OPTIMUM MOISTURE FOR AT LEAST TWO WEEKS. HYDROSEED SPECIFICATIONS REVISIONS ° Ire 1.PRIOR TO SEEDING,AREA IS TO BE TOPSOILED,FINE GRADED,AND RAKED OF ALL - - DEBRIS LARGER THAN 2"DIAMETER. OFF 16. 2.PRIOR TO SEEDING,CONSULT MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS.r0r ° ° --� 3.SEEDING RATES: 1 GRAPHIC SCALE 1 STY, ¢ `� I I o R3rcril c `� PERENNIAL RYEGRASS 1J2 LB11000 SQ FT '.:. .. 20 0 10 20 40 80 W W �� EXISTING KENTUCKY BLUEGRASS 1 LB11000 SQ FT FF27.67�,�� GRAVEL/DIRT DRIVE RED FESCUE 1/2 LB/1000 SO FT EE ,H „ , SPREADING FESCUE 112LBJ10005QFT 6S� BLUE P®Ill'1!T ®A® lJN{'' PLANT SCHEDULE ( IN FEET ) FERTILLIQUIDIZER LIME . GAL1 2LBIL.TANKFT HOLTSVILLE NEW YORK 11742 TREES QTY BOTANICAL/COMMON NAME SIZE MATURE HEIGHT MATURE WIDTH 1 inch = 20 ft. LIQUID LIME 1 LB180 00 GAL.TANK s TACKIFIER 35L6/800 GAL.TANK (63�1, 9E1-®ODE FIBERMULCH 30LB11000SQFT W1A w.KeyCivilEnglneering.cam T1 1 LAGERST SVGA IND IESII/ OU GAS J I RAPES MYRTLE 10 12' 20' 12 4,GERMINATION RATES WILL VARY AS TO TIME OF YEAR FOR SOWING. CONTRACTOR TO T2 l2 PSEUDOTSUGA ME:NZIESII I DOUGLAS FIR 6-8' 40.60' 12-20' NOTES NOTES: IRRIGATE SEEDED AREA UNTIL AN ACCEPTABLE STAND OF COVER IS ESTABLISHED BY OWNER. PROJECT NAME SHRUBS CITY BOTANICAL I COMMON NAME SIZE MATURE HEIGHT MATURE WIDTH 1. ENSURE ALL WEEDS ARE CLEAR FROM AREA BEFORE PLANTING. 1. THOROUGHLY SOAK THE GROUND COVER ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST S1 12 BUXUS X"GREEN MOUNTAIN"/LITTLE LEAF BOXWOOD 24-30" 4' 4' 2. SOIL MUST BE MOIST BUT NOT WATERLOGGED DURING SEEDING. DO NOT SEED MONTH AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. S2 12 BUXUS X'GREEN VELVET'/GREEN VELVET BCDXWOOD 18-24" 3' 3' IMMEDIATELY AFTER OR BEFORE A STORM WITH MORE THAN 1/4"PRECIPITATION. 2. SOIL AMENDMENTS: ROMAN CATHOLIC CHURCH OF THE SACRED S3 6 HYDRANGEA MACRO.'WEDDING GOWN'/MOP)HEAD HYDRANGEA 30-36" 4' 4-5' 3. FOR TOPSOIL AND OTHER NOTES,SEE SPECIFICATION. *MODIFY HEAVY CLAY OR;SILT SOILS(MORE THAN 40% CLAY OR SILT)BY ADDING COMPOSTED PINE BARK(UP TO 30% BY S4 4 TAXUS BACCATA'1=ASTIGIATA'/IRISH YEW 54-60" 12' S' VOLUME)OR GYPSUM NOTES HEART PROPOSED PARISH CENTER 'MODIFY EXTREMELY SANDY SOILS(MORE THAN 85% SAND)BY ADDING ORGANIC MATTER AND/OR DRY,SHREDDED CLAY 1. FOR CONTAIN O TI GROWN TREES,USE FINGERS AR SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER 14300 MAIN ROAD NEW TOPSOIL, LAYER OF POTTING SOIL;THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE CONTAINER LOAM UP TO 30%OF THE:TOTAL MIX MATTITUCK, NY 11952 PERENNIALS CITY BOTANICAL/COMMON NAME SIZE MATURE HEIGHT MATURE WIDTH SEE SPEC. 2. THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST TOPSOIL DEPTH , ,r 3. ALL GROUND COVERAREA£S SHALL BE TREATED WITH A PRE-EMERGENT PER MANUFACTURER'S SPECIFICATIONS P1 145 LIRIOPE MUSCARI'VARIAGATA'I VARIEGATED(LILY TURF 1 GAL. 2' 2' '' " "' ""' ' '• -'• e. MONTH AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. TOWN OF SOUTHOLD COUNTY OF SUFFOLK SHALL BE4-6"DEEP '.:::'':� ; :'..::(:;•:s ;. :• :.,..:. ::: :;. P2 30 ALLIUM LUSITANIGUM"SUMMER BEAUTY"/ORNAMENTAL ONION 1 GAL. 2' 2' `• •• ••" •• �•^^'• �' "' ' '-' '•• 3. SOIL AMENDMENTS: µ,::.._;I , ,.,.. ., :; 3;,,.,,W.:.;; .:; :'.:: ;::::.::::; ::::;;::.:;;:: 3.1. MODIFY HEAVY CLAY OR SILT SOILS MORE THAN 40% CLAY OR SILT BY ADDIN DIST.. 1000, SECT.: 114, BLOCK: 11, LOT: 1 P3 12 ROSA X NOATRUM-PINK/PINK CARPET ROSE 3 GAL. 3 4 SOIL SURFACE :.:..! .I -, ;-,..:);..;;,, T .. SPACING CHART ( ) G COMPOSTED PINE SPACING"D" ROW'"A" BARK UP TO 30% BY VOLUME OR GYPSUM P4 25 HEMEROCALLIS'HAPPY RETURNS'/DAYLILLY 2 GAL. 2.5' 2' ROUGHENED TO 3. �•-UNDISTURBED NOT TO SCALE ( ° I BIND WITH NEW SOIL SUBGRADE 6"O.C. 5.20" 3.2. MODIFY EXTREMELY SANDY SOILS(MORE THAN 85% SAND)BY ADDING ORGANIC MATTER AND/OR DRY, 8"O.C. 6.93" SHREDDED CLAY LOAM UP TO 30% OF THE TOTAL MIX DRAWING TITLE PLANT SCHEDULE ® 4 loll O.C. 8,66" AVOID PURCHASING TREES WITH TWO LEADERS LAWN PLANTING DETAIL 12"O.C. 10,40" OR REMOVE ONE AT PLANTING:OTHERWISE,DO NOTES: N.T.S. D NOT PRUNE TREE AT PLANTING EXCEPT FOR LANDSCAPE 15"O.0 13.60" SPECIFIC STRUCTURAL CORRECTIONS 1. FOR CONTAINER-GROWN TREES,USE FINGERS OR,>MALL HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER LAYER OF POTTING SOIL;THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER(OF THE CONTAINER 18"O.C. 15.60" DO NOT STAKE OR WRAP TRUNK 2. THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL SEWERAL TIMES DURING THE FIRST MONTH AFTER PLANTED ON CENTER(SEE SPACING CHART) 24"O.C. 20.80" SET ROOT BALL FLUSH TO GRADE OR SEVERAL PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. 30"O.C. 26.00" INCHES HIGHER IN POORLY DRAINING SOILS 3. SOIL AMENDMENTS: NOTES: 36"O.G. 30.00" HOLE SHALL BE 21/2 TIMES THE WIDTH OF THE 'MODIFY HEAVY CLAY OR SILT SOILS(MORE THAN 40% CLAY OR SILT)BY ADDING COMPOSTED PINE BARK(UP TO 30%BY 1, FOR CONTAINER-GROWN SHRUBS,USE FINGERS OR SMALL HAND TOOL TO PULL THE ROOTS OUT OF THE OUTER LAYER OF ROOT BALL DATE: 05/03/2024 CUT BANDS OF WIRE BASKET AND FOLDAWAY VOLUME)OR GYPSUM POTTING SOIL;THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE CONTAINER. FROM TOP OF ROOT BALL „ 'MODIFY EXTREMELY SANDY SOILS(MORE THAN E{5%SAND)BY ADDING ORGAANIC MATTER AND/OR DRY,SHREDDED CLAY LOAM 2. THOROUGHLY SOAK THE SHRUB ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST MONTH AFTER 3"DOUBLE SHREDDED HARDWOOD MULCH(DO NOT SCALE: 1 =20 PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. I 2"DOUBLE SHREDDED HARDWOOD MULCH PLACE MULCH IN CONTACT WITH TREE TRUNK) UP TO 30% OF THE TOTAL MIX 4"BUILT-UP EARTH SAUCER 3. SOIL AMENDMENTS: (DO NOT PLACE MULCH AGAINST THE BASE PROJECT NUMBER: 23200 AVOID PURCHASING TREES WITH TWO LEADERS OR ROPES AT TOP OF BALL SHALL BE CUT AND REMOVE ONE AT PLANTING:OTHERWISE,DO NOT 'MODIFY HEAVY CLAY OR SILT SOILS(MORE THAN 40%CLAY OR SILT)BY ADDING COMPOSTED PINE BARK(UP TO 30%BY OF THE PLANT) BACKFILL SOIL°1 PART SOIL AMENDMENT(BASED .:,t•'' "' ;,•..;i•` REMOVED. FOLD BACK TOP 113 OF BURLAP. ALL ;!.:::; ON SOIL TEST)°3 PARTS NATIVE TOPSOIL DRAWING BY: AM PRUNE TREE AT PLANTING EXCEPT FOR SPECIFIC VOLUME)OR GYPSUM ^^- • - °-- ,=: I:-„.r:. -.. `. .----ii' GENTLY PULL ROOTS AWAY FROM TOPSOIL NON-BIODEGRADABLE MATERIAL SHALL BE�.;;.::;,:'•„- •'• ' ' -.•.: .. MASS WITH FINGERS :" ` STRUCTURAL CORRECTIONS *MODIFY EXTREMELY SANDY SOILS(MORE THAN 85°i°SAND)BY ADDING ORGANIC MATTER AND/OR DRY,SHREDDED CLAY �' •, €i- • ... ,:..., REMOVED. '�- •...:'.p:.:, :�=:i!;::::ii DO NOT STAKE OR WRAP TRUN4 SET ROOT BALL FLUSH TO GRADE OR SEVERAL INCHES LOAM UP TO 30%OF THE TOTAL MIX 8"TO 12" :::';' , ;, , 4-6"DEEPER THAN ROOT BALL CHECKED BY: MP =- ... -:::-- . .. .. . :...+'.`r� 3;•.` BACKFILL SOIL 1 PART SOIL AMENDMENT s11�\,' HIGHER IN POORLY DRAINING SOILS :€€ ,,.:.• �••;;;;;;: . ;:;;is .,.:. t (BASED ON SOIL TEST)3 PARTS NATIVE TOPSOIL ' `i I'---. �i-?3'-"^` ' DOUBLE SHREDDED HARDWOOD MULCH DO NOTE '' UNDISTURBED SUBGRADE -- TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL APPROVED BY: MP 3 ( UNDISTURBED SUBGRADE PLACE MULCH IN CONTACT WITH TREE TRUNK) CUT BANDS OF WIRE BASKET AND FOLD AWAY FROM DIG WIDE,SHALLOW HOLE WITH TAPERED SIDES SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE ALTERATION OR ADDITION TO THIS TOP OF ROOT BALL TOP OF SHRUB ROOT BALL SHALL BE SET FLUSH WITH SEAL E• DOCUMENT EXCEPT BY A LICENSED HOLE SHALL BE 2112 TIMES THE ROPES AT TOP OF BALL SHALL BE CUT AND OF NEW PROFESSIONAL ENGINEER IS A WIDTH OF THE ROOT BALL REMOVED. FOLD BACK TOP1/3OFBURLAP. r FINISHED GRADE GROUND COVERIPERENNIALIANNUAL PLANTING DETAIL REFERENCES ARCHITECTURAL GRAPHIC STANDARDS COPYRIGHT 2000 (� �- .;� R� p, O VIOLAI'•ON Of SECTION 7209, ;,. 4"BUILT-UP EARTH SAUCER ALL NON-BIODEGRADABLE MATERIAL SHALL N.T.S �'� PFtG f'I LOTT �Q SUB-DIVISION 2,OF THE NEW YORK 3"DOUBLE SHREDDED HARDWOOD MULCH(DO NOT TREE PLANTING DETAIL STATE EDUCAT ION LAW ROPES AT TOP OF BALL SHALL BE CUT AND -�� BACKFILL SOIL°1 PART SOIL AMENDMENT BE REMOVED. PLACE MULCH AGAINST THE BASE OF THE PLANT) REMOVED. FOLD BACK TOP 113 OF BURLAP. ALL (BASED ON SOIL TEST)°3 PARTS NATIVE TOPSOIL N.T.S. {:. 'rt4 DRAWING NO -::. n .•. . NON-BIODEGRADABLE MATERIAL SHALL BE PLANTING HOLE SHALL BE 12"TO 18" R GROWN PLANT WITH ROOTS PULLED OUT REMOVED. r•.•� ,.. :...,...;. .;::j- DEEP. FOR LARGER SHRUB ROOT ).•: .i.�• ;�q :.' ,[`,::;• .• n `�� ' LU Cr 4-6"DEEPER THAN ROOT BALL ''y - ' OF BALL CONTAINER-GROWN BALLS.MAKE DEPTH MIN.4"DEEPER •..A`-•i`. �• �'�. .•'•. ..:� . ---BACKFILL 50!L°1 PART SOIL AMENDMENT BASED ON THAN BALL. _... �.•..�• Y'y'.. -=:�•• J r'' TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL `C,•J r•(f' '.' :' . :: '.• '> ".`'� �' ' ... ":' " ' SOIL TEST °3 PARTS NATIVE TOPSOIL UNDISTURBED SUBGRADE ) 0 A 15 5 PLANT : ...::.:.:....::...>....::.:::..:. BALLED AND BURLAPPED P ' _ :_. .....! :i:_i H II R i DIG WIDE,SHALLOW HOLE WITH TAPERED SIDES SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE ;�;,.i.;,;;,,,,;,;,,,,;_,:_.. ,- `:�� -�O!',~�,, +•, P` - UNDISTURBED SUBGRADE REFERENCES ARCHITECTURAL GRAPHIC STANDARDS COPYRIGHT 2000 SOIL SURFACE ROUGHENED TO BIND REFERENCES ARCHITECTURAL GRAPHIC STANDARDS COPYRIGHT 2000 EVERGREEN TREE PLANTING DETAIL WITH BACKFILL SOIL. Know what's below. DECIDUOUS AND EVERGREEN SHRUB PLANTING DETAIL Call before you dig. , N.T.S. N.T.S 1-800-272-4480 MARC PILOTTA, P.E. PAGE No: NEYI YORK STATE PROFESSIONAL ENGINEER #081558 3 OF 9 Y.\Key CivlllPro;ects12023123200-JMN Archiitecture„14300 Main Road._Matt:tucdDrawingslKey CMR23200._2024.07.19..SPP2--SPDES..RPZ.dwg GRADING & DRAINAGE NOTES 0c, ALK 25.75 ct� sI •TE 25.71 1 REFER TO SITE PLAN(SHEET C-1)FOR ADDITIONAL NOTES. 4 A-7; 25.74 LEGENDri 2. STORMWATER RUNOFF COEFFICIENTS PER TOWN OF SOUTHOLD: 1�6" 91 2' EXISTING ITEM PROPOSED a. ROOF=1.00 25.86 16, b. PAVEMENT/IMPERVIOUS=1.00 fi 25.87 25.87 EXISTS PROPERTY LINE c. LANDSCAPE/PERVIOUS=0.30 0 x "N ONE S' BUILDING 3. PROVIDE STORMWATER RUNOFF STORAGE FOR 3"RAINFALL PER TOWN OF SOUTHOLD REQUIREMENTS 2.5 GRAS' :71 MAS. CH C) DOOR A 4. DRYWELL DESIGN CAPACITY:10'DIAMETER 68.42 CFNF arrat a E: EN!EXT #143 5. ALL PROPOSED DRAINAGE INTERCONNECTING PIPING SHALL BE SMOOTH WALL HDPE WITH A MINIMUM DIAMETER OF 15 pohd CONCRETE CURB ....... INCHES. "OUR LADY CONCRETE 6. TOP OF EFFECTIVE DEPTH IN LEACHING STRUCTURES SHALL BE NO HIGHER THAN THE GRATE ELEVATION OF THE 25.M R10 COUNSEL R., PAVEMENT LOWEST INLET IN THE IMMEDIATE SYSTEM. CONC. WA F/ I mattlit' ck ASPHALT PAVEMENT 1 14&1 25,_ 7. GROUNDWATER WAS OBSERVED 21'-3"BELOW GRADE(EL.2.75)DURING FIELD WORK BY SOIL MECHANICS ON DECEMBER 0<_ 01V NN 25.44 HYDRO SEED 14,2017. LANDSCAPE AREA WETLANDS 8. ALL LANDINGS AND WALKWAYS SHALL HAVE A MINIMUM OF 1.0% CROSS SLOPE AWAY FROM THE BUILDING OR SLOPE BOUNDARY 25.52 SOD LANDSCAPE TOWARDS AN INLET If LOW SPOT. r 2�3' AREA 25.Z 9 .5' 1, 25.36 9. CONTRACTOR SHALL CLEAN ALL EXISTING/PROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPES AT THE X FENCE END OF CONSTRUCTION. h, V n R.D.0 WALL 10. ALL ACCESSIBLE PARKING, CURB RAMPS, AND OTHER APPURTENANCES OF ACCESSIBLE ROUTES ARE TO MEET THE REQUIREMENTS OF THE 2020 NYS BUILDING CODE CHAPTER 1 1-ACCESSIBILTY AND ICC/ANSI Al 17.1 -2009.ACCESSIBLE 10� UTILITY POLE STALLS SHALL HAVE NO SLOPE GREATER THAN 2.0% IN ANY DIRECTION AND THE PROPOSED SIDEWALK SHALL NOT Map data 02024 Terms Reportamaperror EXCEED A 5.0%RUNNING SLOPE AND 2.0% CROSS SLOPE. BSMT. 4- LIGHT POLE < PARKIN ENT 11. LOCATION OF EXISTING UTILITY SERVICES ARE UNKNOWN AND SHALL BE CONFIRMED INDEPENDENTLY BY THE VICINITY MAP > L OTS. SIGN CONTRACTOR WITH THE UTILITY COMPANIES AND/OR PRIVATE MARK OUT COMPANIES PRIOR TO COMMENCEMENT OF N.T.S. CONSTRUCTION. \ \ \\\ \ m LLJ > OL. ��R.Di jo. 6.7y' FIRE HYDRANT 12. ALL ELEVATIONS DENOTED ON THIS PLAN REFER TO NAVD88 DATUM. O PROJECT DATA > (D ow kzo WATER VALVE APPLICANVOWNER.................... ROMAN CATHOLIC CHURCH OF THE SACRED HEART 11 13. IF WET CONDITION IS ENCOUNTERED,CONTRACTOR SHALL USE 3/4"CLEAN WASHED STONE IN LIEU OF SAND BACKFILL. 27835 MAIN ROAD 24.4.4 x L.Lj GATE INLET 0 0 14. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO ENSURE THE SAFETY OF ITS EMPLOYEES,THE GENERAL P.O.BOX 926 CUTCHOGUE,NY 11935 S.L. ELECT. PUBLIC, STRUCTURES TO REMAIN, ADJACENT PROPERTIES, PUBLIC R.O.W,'S, ETC. DURING ALL CONSTRUCTION AND REMOVAL ACTIVITIES IN ACCORDANCE WITH FEDERAL, STATE, COUNTY AND LOCAL CODES AND REGULATIONS. THE TAX MAP NUMBER............. Dist.1000,Sect.114,Block 11,Lot 1 2,4.47 DRYWELL oo OWNER AND ENGINEER ASSUME NO RESPONSIBILITIES FOR THE CONTRACTOR'S SAFETY PROGRAMS&PROCEDURES IN 24.27 CONNECTION WITH THE WORK. SITE AREA.................................. 242,298.52 SF(5.5624 Acres) 24,42 DRAINAGE PIPE 15. GRADING CONTOURS ARE FOR ILLUSTRATION PURPOSES ONLY AND SHOULD NOT BE USED FOR CONSTRUCTION. CURRENT ZONING..................... RESIDENTIAL R-40&RESIDENTIAL OFFICE(RO) 24,40i � SANITARY MANHOLE CURRENT USE........................... CHURCH COVER PROPOSED USE......................... PARISH CENTER EXISTING FOOTPRINT............... 8,567 SF Lj GAZEBO CLEAN-OUT STORMWATER DESIGN CALCULATIONS PROPOSED FOOTPRINT........... 8,508 SF(INCLUDING BUILDING CANOPY) SANITARY PIPE SITE AREA=242,298.52 SF(5.5624 ACRES) COVERED ENTRY:273 SF TRIBUTARY DRAINAGE AREA=43,130 SF GROSS FLOOR AREA................ LOWER LEVEL......................................2,020 SF SANITARY (WITH AREA BREAKDOWN) ENTRY LEVEL.......................................8,508 SF 24 BUILDING AREA=8,492 SF 94 STRUCTURE PAVEMENT/IMPERVIOUS AREA=11,850.70 SF TOTAL...................................................10,528 SF 24.4 244-� ' -w- WATER SERVICE W_ PERVIOUS/LANDSCAPE AREA=22,787.30 SF 230 PROPOSED 170 TRIBUTARY AREAW fc 2-3 9b L- FIRE SPRINKLER IBC 23.9901 HDPE PIPE @ 1.0% _I, STORAGE REQUIRED SLOPE(TYP.) SERVICE IMPERVIOUS=11,850.70 SF x(3"/12)x 1.00 =2,962.68 CF 8 PERVIOUS=22,787.30 SF x(3"/12)xO.30 =1,709.05CF -.5 1 1 -G- -G- TOTAL STORAGE REQUIRED 4,691.73 CF 24.4 PROPOSED 15"0 23.90 CRASS GAS SERVICE HDPE PIPE @ 0.0% IE: UNDERGROUND STORAGE PROVIDED �.,�' E- -EUSE FIVE(5)10'0 DRYWELLS WITH 14.0'EFFECTIVE STORAGE DEPTHS SLOPE(TYP.) I BRK. ELECTRIC SERVICE 5 DRYWELLS x 68.42 CF/VF x 14.0 VF=4,789.40 CF ,,�/-�TIAPEIR CURB TO 1 111.1 . .11_. 42-3755 Y. *. ' . \ PLNTR. ZERO REVEAL IN 1TC 23.95 1�% %%, -I?- .. . . . . . . . . . . . . . PROPOSED 15"' 1 A SPOT GRADE A-00.00 4,789 40 CF IS GREATER THAN 4,691,73 CF,THEREFORE SUFFICIENT STORAGE IS PROVIDED THE LAST 2' 133C 23.45 %%' - . . .. •.. . . .. . . . . . . . . . . . .\ HDPE PIPE @ 0. % TRIBUTARY AREA'B' . . . . . . . . . . . . . . . . . . . . 9 .. SLOPE(TYP.) ZL�L7...... . . . . . . . . GR 22.85 7y. ra TOP/BOTTOM OF +--FTc 00 001 STORAGE REQUIRED ... . . . . . . J \ , ro-.11 1��, CURB ELEVATION LLO-0jo ROOF=8,492 SF x(3"112)x 1,00 =2,123 CF . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PERVIOUS=13804 SF 0"/12)xO.30 =1,305 30 CF . . . . . . . . . . . . . . . . . . . . . . . . . . . .4 . . . . . . . . CONTOUR 157 t5�r TOTAL STORAGE REQUIRED t 3.158.30 CF . . . . . . . . . . . . . . . . . . . . . . TELECOM MANHOLE . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . STORAGE PROVIDED . . .. . . f-A-6 . . . . . . . .LU . . . . . . . . . . . . . . . . . . . .. A" A-2 COVER USE THREE(3)10'0 DRYWELLS VVITH 16.0'EFFECTIVE STORAGE DEPTHS 14 I. . .1 . 3 DRYWELLS x 68.42 CF/VF x 16.0 VF= % .1 . . 0 . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . .10t . . . . . . . . . . . . TREE 3,284 16 CF S (10,MIN.). D� . . . . . . . L.A. 3,284.16 CF IS GREATER THAN 3,158.2@ CF,THEREFORE SUFFICIENT STORAGE I PROVIDED. TIC 23.75 L . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23.85 LIMIIT OF CLEARING BC 23.25 . . . (TYP . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TIC 2185 &GRADE LCGD ---------qf--- . . . . . . . . . GR TC 23.85 DISTURBANCE ... . . . . . . .. TIC 24.45 . . . . . . . . . . . .15 05 BC 23.85. E.A. T, E TC v C 23.50 ... . . . . . I . . . . . . . E2 . . . . . . . . . 5 �.I�j /-�235 . . . . . BC 23.65 A;,l V'-V- TC 24.45 p- .9A. . . . . . . . . . . . . . . . . . . . . . . . • �.7 . . . . . . . . . . . . . BC 24.3.ZJD 2 07/19/24 AM ISSUED TO TOWN 24.00 (p ') I I TIC 23.90 TC 23.80 . . . . . . . . . . . . . . . 3.40 1 05/14/24 DO REV PER CLIENT COMMENTS . . . . . . . . . . . BC 24.25 BC 23.30 4.25 A N40. DATE BY DESCRIPTION TIC 2 TIC 24.7 i BC 24.25 BC 24.25 24.60 REVISIONS TC 24.75 94 TC 24 TAPER CURB TO L.Lj BC 24.25 O 24.25 ZERO REVEAL IN . . . . . . BC 24.25 0 r 24.80 2 THE LAST 2' C) 24.80 lit TC 24 75 CD DrI')j Or 50 'k 4, *1 A 4- 24 24.80 25.00 24.75 41 'j, .4, 22' 24.85 ,4 25.00 77 134' -."l RD .,*RED 5 PD,�. 57.81'. RD DRAINAGE STRUCTURE SCHEDULE 4 1, 41 19. 2' Ai RD:.: F/ZIVIL .�"EN/EXT STRUCITURE EFFECTIVE TOP OF BOTTOM INVERT INVERT STRUCTURE TYPE KIM/UKAIt NUMBER DEPTH RINGS OF RINGS IN OUT 664 BLUE POINT ROAD, UNIT B :%J PROPOSED 2'-6"x 4'PRECAST CATCH BASIN WITH FRAME 25.00 23.05 19.85 A-11 ... --- --- --- AND GRATE HOLTSVILLE, NEW YORK 11742 o m A-22 PROPOSED 10'0 PRECAST DRYWELL WITH SOLD COVER 14' .3 PROPOSED SINGLE-STORY PARISH 24951 F www.KeyC;ivilEngineering.com rn Kr A.-,3 PROPOSED 10'0 PRECAST DRYWELL WITH SOLD COVER 14' 23.60 21.50 7.50 19.50 19.50 CENTER WITH PARTIAL CELLAR 25.00 x CELLAR:2,020 SF A-44 PROPOSED 4'0 PRECAST CATCH BASIN WITH FRAME AND LU 22.85 --- ... --- 19.95 PROJECT NAME FIRST FLOOR:8,508 SF GRATE ... ...... . ....... .. COVERED ENTRY:273 SF PROPOSED 10'0 PRECAST DRYWELL WITH FRAME AND ........ 25.00 A-r5 GRATE 14' 22.35 20.75 6.75 --- : I :::.:. 215.00 19.00 ROMAN CATHOLIC CHURCH OF THE SACRED 25.1 .......... .... ..... .... .... ... A-E6 PROPOSED 10'0 PRECAST DRYWELL WITH SOLD COVER 14' 22.85 20.75 635 18.80 18.80 . ..... HEART PROPOSED PARISH CENTER PROPOSED 6"0 .............. . ... .......... ..... .....r-...... HDPE PIPE @ 0.0% ..... ... 14300 MAIN ROAD A-77 PROPOSED 10'0 PRECAST DRYWELL WITH SOLD COVER 14' 23.25 20.75 6.75 18.80 ... SLOPE(TYP.) .. . . .... ...... MATTITUCK, NY 11952 r ...... . ..... ... . . . . . RD F.F. EL. 25.D0 D TOWN OF SOUTHOLD, COUNTY OF SUFFOLK RD.. I ... I 40.2S�:� jjCGID B-11 PROPOSED 10'0 PRECAST DRYWELL WITH SOLD COVER 16' 24.45 5.95 19.45 ORD DIST.: 1000, SECT.: 114, BLOCK: 11, LOT: 1 .41 4.4, B-22 PROPOSED 10'0 PRECAST DRYWELL WITH SOLD COVER 16, 24.45 21.95 5.95 19.45 19.45 J to 41 '41 PROPOSED 6"0 :;7-.E B-3 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME AND HDPE PIPE @ 1.0%.,, 16' 23.75 21,95 5.75 19.45 --- L8G&- DRAWING TITLE SLOPE(TYP.) GRATE 10 1 PROPOSED 15"0 4,\ 14, 110W 1� - - I - G G G G G cc 0 v- HDPE PIPE @ 0 0% W* WNJ 9r. PARTIAL GRADING & SLOPE(TYP.) W p n... -21 -41 IV E� 15 13 > I A (TYP.) y�W '4' 'k v '4' `v 0 00 0 0 0 1 0 DRAINAGE PLAN -4, 4- 41 %o 0 0 -.4" .41 23.3' .41 1&, 11, 11, 41 '11 .41 0 0 0 0 DATE: 05/03/2024 0 00 23.3 0 0 0 0 0 SCALE: lit= 20' -4, IV -k 41 41 1 a 0 0 0 0 + PROJECT NUMBER: 23200 14, 4, `-4q;b 41 41 .41 + 41 IV C4 6.30. 0 k k -4, + -4, IV 41 IV DRAWING BY: AM *-_LCGD 41 27J.45, 1. CHECKED BY: MP -LCGD- -LCGD- 24.6 WX U APPROVED BY: MP TRIBUTARY AREA MAP rcrx rcr", rp rcr), ALTERATION OR ADDITION TO THIS 24.4 SCALE:1 80' SEAL& SIGNATURE: DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, 23.2 P,I • SUB-DIVISION 2,OF THE NEW C 41 STATE EDUCATION LAW DRAWING No: Uj Nj� 41D�u EAL LIJ 216 GRAPHIC SCALE 24 W.W. 20 0 10 20 40 80 r 0 I?io A 23.6 08155�> C-4 Zd I;A�I0 rcr�l rcrx 24 ) �w rcr�l ST IN FEET ) Know what's below. I inch 20 ft. Call before you dig. ALK .2'C) 1-800-272-4480 MA C PILOT A, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 4 OF 9 Y.\Key Civil�'Projects12023123200..JM'4 Architecture 14300 Main Road Matfituck\DrawingsKey CivM93200 2024.07.19..SF)P2..SPDES..RPZ.devg i SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES NOTES \E SIT 1. ALL SANITARY PIPING, STRUCTURES, AND ASSOCIATED APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES DIVISION OF ENVIRONMENTAL QUALITY STANDARDS FOR APPROVALXlk; OF PLANS AND CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEMS FOR OTHER THAN SINGLE-FAMILY RESIIDENCES, DATED DECEMBER 29,2017. y 2. SEWER LINE REQUIREMENTS: 3 ~� a. GRAVITY SEWER LINES AND FITTINGS SHALL MEET OR EXCEED ASTP.1 STANDARD D-3034 FOR PVC SEWWER PIPE WITH A PROPOSED 6"0 FIRE SPRINKLER ,. 18�I MINIMUM SDR-35 RATING,UNLESS OTHERWISE INDICATED. SERVICE ��-� _ _ a 25 b. PVC PIPE AND FITTINGS SHALL BE PROVIDED WITH INTEGRAL BELLS AND SPIGOTS AND RUBBER SEALING RINGS.THE SEALING RINGS SHALL MEET THE REQUIREMENTS OF ASTM STANDARD F-477.ALL SEWER LINES SHALL BE STRAIGHT, 11oM\tJl �o\�� 261T ' AND COUPLINGS SHALL BE SECURELY INSTALLED AND BE 4^JATERTIGHT. C. ALL GRAVITY SEWER LINES SHALL HAVE A MINIMUM DIAMETER OF SIX(6)INCHES AND BE BURIED BELOVN GRADE. / �„ ` �' > IGnd zo.3a _ s ,r 20 9'S� d. WHERE PRACTICAL, GRAVITY SEWER LINES SHALL NOT BE INSTALLED IN GROUNDWATER. FOR INSTALLATIONS THAT 26.2' z ARE PLACED IN GROUNDWATER, THE SEWER PIPING SHALL BE CONSTRUCTED OF PRESSURE RATTED PIPING AND (10'MIN.) TESTED TO ENSURE TIGHTNESS PRIOR TO OPERATION.MAXIMUM PERMISSIBLE LEAK RATE IS 1/4"IN 8 HOURS. I ,f e. THERE SHALL BE A MINIMUM TWO-FOOT LENGTH OF CAST IRON SEWER LINE EXTENDING THROUGH THE FOUNDATION. Ivir' tl1UCk M Tg19 f. HOUSE CONNECTIONS SHALL HAVE A MINIMUM PITCH OF 1/4"PER FOOT. "+141' OI A �1• z4o�` W ?✓ z2.- ,; g. ALL HOUSE CONNECTION SHALL BE PROVIDED WITH A CLEAN-OUT AT THE FACE OF THE BUILDING. / 1 "� §Y -•�;) 9 �- 3a3 l I� h. HOUSE CONNECTIONS SHALL BE STRAIGHT WITH NO BENDS IN SEWER LINE TO THE MANHOLE. -$ PROPOSED 6 '�IU �O `0 "0 PVC _ / eV' ` WETLANDS V� ors. •= ---J3 ���� (SDR-35)AT 1/8"/FT BOUNDARY I a� �„�_ 3. SEWER MAINlLATERAL SEWER REQUIREMENTS: CO f MIN.SLOPE 4R '��� 22 a. SEWER MAIN AND LATERAL SEWERS SHALL HAVE A UNIFORM SLOPE AND BE LAID WITH A STRAIGHT ALIGNMENT, Z zs'0 MITE LIN ?6 ��(J i� N WITHOUT BENDS.WHEN REQUIRED,APPROVED MANHOLES MAY BE UTILIZED WHERE SEWERS CHANGEE DIRECTION OR f \ s;. ~5 2$�4` 21 SLOPE. ° g MIN.) °p0118L YELLOW25.. J `z - T -' 13 �� FUTURE 50%EXPANSION (' $�? b. HOUSE OR BUILDING SEWERS SHALL BE CONNECTED TO MAIN OR LATERAL SEWERS WITH APPROVED 1hNYE FITTINGS. 24 LEACHING POOLS a ° �_ __----- ,,_�- �_', "'- c. SEWERS SHALL BE PROVIDED WITH MANHOLES AT INTERVALS NOT TO EXCEED 400 FEET.27__ $7 �`. d. SEWER MAIN AND LATERAL SEWERS SHALL HAVE A MINIMUM DIAMETER OF 8 INCHES,AND SHALL HAAVE A MINIMUMLI /� n60� 25 o PST. I_ WA1X 'jR' �� \ L SLOPE OF 0.4%.10 INCH DIAMETER SEWERS SHALL HAVE A MINIMUM SLOPE OF 0.28%. �� -6 wM.m vt \ ? e. SEWER MAIN AND LATERAL SEWERS THAT HAVE LESS THAN 2 FEET OF COVER OR ARE NOT PLACED ON VIRGIN SOIL S'7, r ..: ..{ s A y; � .. Map data @2024 Terms , Report map error -- Q h SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE(DIP). 2543 cots•P� \ \GRASS f. SEWER MAIN AND LATERAL SEWERS THAT HAVE BETWEEN 2 FEET AND 4 FEET OF COVER SHALL BE CCDNSTRUCTED OF E.A. VICINITY MAP 22 g, V 2599 2� �-- \ DR18 OR DUCTILE IRON PIPE. CP • 1s.25 , " SEWER MAIN AND LATERAL SEWERS THAT HAVE OVER 4 FEET OF COVER MAY UTILIZE SDR-35 PIPE. 'Lj �� �> \ 1 N.T.S. J � d' y r GRASS 4. SEPARATION OF SEWER AND DRAINAGE LINES REQUIREMENTS: �> NEE 0 ! i S-3 a. SEWERS SHALL BE LAID AT LEAST 5 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED DRAIIINAGE LINE. THE ? _ 1M� .24 PROJECT DATA DISTANCE SHALL BE MEASURED EDGE TO EDGE. ' PROPOSED RPZ CROSS / I ( \ b. IN THE EVENT THAT THE DRAINAGE LINE MUST CROSS OVER THE SEWER LINE, THE SEWER LINE MUST BE 1 " , APPLICANT/OWNER.................... ROMAN CATHOLIC CHURCH OF THE SACRED HEART 1 WITHIN HOTBOX `"ter ( ST�)E \ : CONSTRUCTED OF DUCTILE IRON PIPE(DIP)UNLESS A SEPARATION DISTANCE OF 18 OR MORE INCHES I IS MAINTAINED. A ' /S 5 E 27835 MAIN ROAD c. IN THE EVENT THAT THE SEWER LINE MUST CROSS OVER THE DRAINAGE LINE, THE SEWER I LINE SHALL BE B C `�•� P.O.BOX 926 I` I CONSTRUCTED OF DUCTILE IRON PIPE(DIP)FOR A DISTANCE OF 3 FEET HORIZONTALLY INTO VIRGIN SODI!. CUTCHOGUE,NY 11935 I : 2..91 \ III d. IF PERIMETER ROOF DRAINAGE PIPING IS INSTALLED NEAR THE FACE OF THE BUILDING,ALL HOUSEE CONNECTIONS z CONC.WALK �'' 25 3 I \ - - TAX MAP NUMBER..................... Dist.1000.Sect.114,Block 11,Lot 1 2591 1 O 25 SL fIECT• - �`_ 25.61 2''s9 s"' i MUST BE CONSTRUCTED OF DUCTILE IRON PIPE FOR 10 FEET FROM THE BUILDING. rS•ASS POSED 4"0 PVC S R ) -� `� ` \ IT R .................................. . � PRO SITE AREA 242,298.52 4 A 1 A5 aRn 9 ,,, NSF(5.562 Gres, LO `. ors. -� A \ PAC, nD.o 2s.9a _ !8/FT MIN.SLOPE CURRENT ZONING..................... RESIDENTIAL R-40&RESIDENTIAL OFFICE( ) ,es a 5. SEPARATION OF SEWER AND WATER LINES REQUIREMENTS: ��L/ AT 1 " t. � E RO �2675 6 - z-Ps CONC.WALK 3 A. PARALLEL INSTALLATION ' 25.71 ` ' , \ \ 25.4. �� , _R0 S I, 1.7 a. SEWERS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED WNATER MAIN OR '�-1� �; � � , 4;;, CURRENT USE........................... CHURCH 25.7° LATERAL.THE DISTANCE SHALL BE MEASURED EDGE TO EDGE. � ?s .. � S TF24.6 I � '' � , A � "'"t ' � , PROPOSED USE......................... PARISH CENTER zs.s7 25.s7 25M If D(1511NG B. CROSSINGS % x B C 10.8' S-4 \ = ONE STORY 0 ,; ( a. THE CROSSING OF WATER AND SEWER LINES SHOULD BE AVOIDED UNLESS PROVEN ABSOLUTELY NECEESSARY. 5' \ 'CI \ ` _� (5'MIN.)• EXISTING FOOTPRINT............... 8,567 SF GRA x ® b. WATER LINE OVER SEWER LINE: IN THE EVENT THAT THE WATER LINE MUST CROSS OVER THE SEEWER LINE, THE (MIN.) MAS. CHURCH W.D..D. Q S-2 \ PROPOSED FOOTPRINT........... 8,508 SF(INCLUDING BUILDING CANOPY) - "3 FOLLOWING CONDITIONS SHALL BE MET: \ \ COVERED ENTRY:273 5F o • SEWER LINES SHALL BE LAID BELOW THE WATER LINE AND PROVIDE A SEPARATION OF AT LEEAST 18 INCHES 'OUR LADY GOOD r2.4 u, , GROSS FLOOR AREA................ LOWER LEVEL......................................2,020 SF _ T'r y R. COUNSEL R.C. CHURCH' ' � "' BETWEEN THE BOTTOIv10F THE WATER LINE AND THE TOP OF THE SEWER LINE;AND \ `25,36 F.03 z53s 254s CaNC.W � � • SEWER LINE JOINTS SHALL BEAT LEAST 10 FEET FROM THE POINT OF CROSSING:AND E E ,-„ \\ \ (WITH AREA BREAKDOWN) ENTRY LEVEL.......................................8,508 SF r 25.44 Ac. 3 GRASS • WHEN IT IS NOT PRACTICAL TO OBTAIN AN 18 INCH SEPARATION,BOTH THE WATER AND SEWER I LINES SHALL BE E E z \ TOTAL...................................................10,528 SF v� y EXISTING SANITARY Zv - \ } 25.52 '' o SYSTEM TO REMAIN CONSTRUCTED OF PRESSURE PIPE AND HAVE A MINIMUM SEPARATION OF 12 INCHES BETWEEN TTHE BOTTOM OF Of 25.36 1 (OUTFALL#1) THE WATER LINE AND THE TOP OF THE SEWER LINE. < o a ctwc c. SEWER LINE OVER WATER LINE: IN THE EVENT THAT THE SEWER LINE MUST CROSS OVER THE WdATER LINE, THE N pD `t RD. PROPOSED 4"0 PVC(SDR-35) \ \ I ¢ 25�_ / I 2 `� - FOLLOWING CONDITIONS SHALL BE MET: \ • ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO MAINTAIN LINE AND GRRADE;AND AT 1/4"/FT MIN.SLOPE \ \ PROPOSED 314"0 PVC(SCHEDULE O ITI J / EXISTING _ • WATER LINE AND SEWER LINE JOINTS SHALL BE AT LEAST 10 FEET FROM THE POINT OF CROSSING:/AND y 40)ELECTRICAL CONDUIT FROM m ` PROPOSED 6"0 ASPHALT PARKING r N n • THE ENTIRE LENGTH OF SEWER LINE BETWEEN ADJACENT MANHOLES OR OTHER SANITARY STRUCTTURES SHALL BE PULLBOX TO HYDR4ACTION PROPOSED IN GROUND----""" Q m w FIRE SPRINKLER �� CONSTRUCTED OF MATERIALS AND JOINTS THAT ARE EQUIVALENT TO WATER MAIN SSTANDARDS OF PUMPS(TYP.OF 2) n- z o 'z f MANHOLE WITH REMOTE PLC ' . N CL 3 SERVICE R•9 CONSTRUCTION:AND / Q L_y CEO CONTROL PANEL WITH HP-150 : , REFER TO PARTIAL GAIT • A VERTICAL SEPARATION OF AT LEAST 1$INCHES SHALL BE PROVIDED BETWEEN THE BOTTOM OF TTHE SEWER LINE COMPRESSOR(TYP.OF 2) ONE 1/2"0 PVC(SCHEDULE 24.47 S•C U-CT, 3 4q `"' coNc.w' v AND THE TOP OF THE WATER LINE. PROPOSED 80)AIR LINE FROM SANITARY PLAN , COMPRESSOR OF ) 24.27 I ... CLEAN-OUT R 24.40 2aa2 � � � E`4i� 0 I Ili � TO GRADET PROPOSED 2"0 VENT PROPOSED 2"0 (THIS SHEET) i 0 �' LEGEND 18"ABOVE GRADE PVC VENT LINE GAZEBO 2435 / di c O = L • Tr23 2e -yl y`" z EXISTING ITEM PROPOSED SAN INV. 21 90 ENiii WITH CARBON FILTER 24 ' ®�• PROPERTY LINE a) "� \ �rm•-�'--1m samem'®-� s _ s ® � e� 244 24A 24.F O E , -4 i `� BUILDING PARTIAL SANITARY PLAN ''` -�.• z" TC 23.90 �� t ' \ TF2 44 0 SCALE:1"=10' "- BC 23.90 ` tUP L J 24. t gA�•WPi� .4.4 , e �' 23.90 24.05 ` 5 •�°� I , DOOR ENIEXT ° v f ' TC 23.95 \`� 23 55 ++ """" R p ZONING \?,i CONCRETE CURB p } l \ BC23.45 +++ 3 �\ \ I ; 1 ) CONCRETE �° GENERAL NOTES c ,, \ ROZONE�000*1 z4.aa I 23 s PAVEMENT � �L. 7®�.��) GROUND . URF/4�`+� SANITARY DENSITY CALCULATIONS 1. APPLICANT/OWNER } / fJ } \ �/ ASPHALT PAVEMENT SITE IS LOCATED IN GROUNDWATER MANAGEMENT ZONE IV=600 GPDIACRE ROMAN CATHOLIC CHURCH OF THE SACRED HEART GR 22.35i =�- o >s s. ✓ z4.1° 4'2s 23.7 �b"' DK.BRN.ORE.LOAM TOTAL ALLOWABLE SANITARY FLOW=5.5624 ACRES x 600 GPDIACRE=3,337.44 GPD 23835 MAIN ROAD 24.3fi 23.i2 .. 2_1 HYDRO SEED "( TC 23.7;i 23.65 1 EA 1 LANDSCAPE AREA 1 (OL)(6) 0 P.O.BOX 926 2 07J19/24 AM ISSUED TO TOWN BC 23.2.`i ' 24.45 `R-40 ZONE 2 9 c.c. 3 s�� N BRIM.SILTY SAND LOAM,TR. EXISTNG/PROPOSED USE CUTHCHOGUE,NY 11935 23.95 �r TC 24.15 \ 24.3s SOD LANDSCAPE 1 ROOTS I EXISTING CHURCH=360 SEATS x 1.5 GPD/SEAT =540.00 GPD 1 05/14/24 DID REV PER CLIENT COMMENTS TC 23.50 24CI 24.3s ,.1s AREA EXISTING RECTORY(SINGLE FAMILY RESIDENCE) =300.00 GPD 2. REFER TO SITE PLAN(SHEET C-1)FOR ADDITIONAL NOTES. ' BC 23.65 s ors. ors BC 23.50 24 2 3 (SAND, _ e/ PROPOSED PARISH CENTER =1,345.00 GPD NO. DATE BY DESCRIPTION -••� TC 24.75 5 I X FENCE BRN-F Ai SAND,TR.SILT, TOTAL DENSITY FLOW REQUIRED =2,185.00 GPD 3. GROUNDWATER WAS OBSERVED 21'-T BELOW GRADE(EL.2.75)DURING FIELD TC 23.55 EXISTING 1-1/2" - TC 24.25 BC 24,25 GR 23.05 DOMESTIC WATER ! M - --- WALL 7 GRAVEL WORK BY SOIL MECHANICS ON DECEMBER 14,2017. REVISIONS � ,� TC 24.75 TC;24.75 ( � $P 3b �? w BC 24.25 ., BC 24.25 BC:24.25 ` 24.60 TC 24.85 24 SERVICE 3 • THE REQUIRED DENSITY IS LESS THAN THE PERMITTED DENSITY,THEREFORE THE LOT IS g 24 80 > UTILITY POLE BRN,SAPID,TR.SILT,GRAVEL SUFFICIENT. 4. REVIEW OF THE AVAILABLE GROUNDWATER ELEVATION DATA FOR THE AREA BC 23.85 2 (SP)(3b) * AROUND THE SUBJECT SITE REVEALS THE HIGHEST EXPECTED 3 - - , 00 25 ' •- E LIGHT POLE - 4 1 GROUNDWATER ELEVATION OF 3.58 NAVD 88 AT THE SUBJECT SITE. THIS - 24.80 ` 25.00 24.95 �4 24i80• 224 80 25 \ l 13 BRNJ TAN FINE SAND,TR.SILT, t� ( ) f I ms. SIGN GRAVEL SANITARY SYSTEM SIZING CALCULATIONS ELEVATION WAS DERIVED BASED ON THE HIGHEST AND CLOSEST ' r RECORDED ON USGS MONITORING USGS .`. 19.52':. 57.81' w�XT, 25.00: 25.° ?¢ SP 3a GROUNDWATER ELEVATION DATA 'GFill!. ° cn l I \ FIRE HYDRANT ! • _ 2-S 6558.2 : /, .....;° 0 $ G ( 3( } PARISH CENTER: WELL#40583007233150 25.00 !'. z4.4 + I T ING ROOMS- 3 SF(269 OCCUPANTS)F-Iy SpNp HOUSE OF WORSHIP WITH MEE PROPOSED SINGLE:-STORY PARISH PROPOSED GAS PROPOSED GAS ! 1 O 6 B GRAVEL SILT, NON-MEDICAL OFFICE=981 SF T 4 52 ' `•` 5. THERE ARE NO KNOWN EXISTING WELLS PRESENT WITHIN 150' OF THE 1 J ow WATER VALVE '.,.;. . 1r7 ,el ••,`,` 25.00 ( METER SERVICE ,N (SP)(3b) • STORAGE=1,545 SF SUBJECT PROPERTY. :CENTER WITH PARTIAL CELLAR \ _ > W CELLAR:11 020 SF PROPOSED ` 0 ® INLET CJ • 10 BRN.FINE SAND,TR.SILT, < .,. N I I CALCULATIONS r �� � `. UNDERGROUND / i GRAVEL 6. THERE ARE MAPPED DEC WETLANDS WITHIN 300'OF PROPERTY BOUNDARY. L " � ;,� ; I 25.0o FIRST FLOORi:$,S®$SF • 251 ( SANITARY FLOW COVERED ENTfRY:273 SF N • ••• `.'ELECTRIC SERVICE ` \ DRYWELL (SP)(3b) Ip REFER TO VICINITY MAP FOR ILLUSTRATION OF PROXIMITY OF WETLANDS TO } ••• 4„ HOUSE OF WORSHIP WITH MEETING ROOMS=269 OCCUPANTS x 5 GPD!OCCUPANT=1,345.00 GPD PROPERTY BOUNDARY. . . <B-2::: a,e � TOTAL SANITARY FLOW 5.00 GPD .`,`,' _ EE4 I3Ll�� POINT ROAD, lJI1Il'i' F.F.EL..25.00 54 1 34 } 97.27' 25.00 • E. \� DRAINAGE - hILTSVI�.LE CEWYQRK 1 �I742 • - �. 7. THE CONTRACTOR MUST NOTIFY THE TOWN ENGINEERING DIVISION AND . 2,13 o • •.`.`,. , .....` ` ` `.' ` 40.2 ' 6'l • 25.t• - SANITARY MANHOLE BRNJTAN F-M SAND,TR.SILT, SCDH5 24 HOURS IN ADVANCE OFTHE COMMENCEMENT OF ANY ON-SITE I 7 7-® 3' ICED � n s . z ` 25.00 `E`.` . `E` =100'•. _ m s 1 7 GRAYWATER FLOW '���'~ • • W - - •L- oo • • • COVER GRAVEL C DRAINAGE,SANITARY,CURB,OR PAVING WORK. www.KeyCivilEngineering.com 111G8t'll1 COIII • _ `.'-T` • • • - HOUSE OF WORSHIP WITH MEETING ROOMS=269 OCCUPANTS x 2.5 GPD!OCCUPANT=672.50 GPD Y g• g f 0 • G.' `G'.`.`•,r, ` . `G•��.- • in °ro 7 (SP)(3b) CLEAN-OUT • f 0 0 `•` `+` W, • W `•`•`, ` ` . . . ` Ott) _ 8. ALL ELEVATIONS DENOTED ON THIS PLAN REFER TO NAVD88 DATUM. `m �;• ;� "9Td CAL TOTAL FLOW=1,345,00 GPD+672.50 GPD=2,017.50 GPD ,. ` `,� Fzs2,- to PROJECT NAME N , • c31� 1 STY . Q sePnc TANK r 0 25 SANITARY PIPE 0 p - - -�• ... •a�•i • C., TF2527 I/A OWTS(FOR SANITARY FLOW) O 23. `,` • PROPOSED 1-1/2" o• 3 e'ox,2'LP. n SANITARY 0I MINIMUM REQUIRED CAPACITY DAY SANITARY FLOW=1,345.000PDx1 DAY=1,345.00 GALLONS UTILITY CR SSING TABLE ROMAN CATHOLIC CHURCH OF THE SACRED 13.3 �' �(• ••• ', DOMESTIC WATER STRUCTUREIllr N \ 4C Y • • - - - • • • • • • �� SERVICE w 25.z ` ' 20 USE(2)HYDRO-ACTION AN-800C BOTTOM OF UTILITY HEART PROPOSED PARISH CENTER -•'••••••_ 0 z N= I W WATER SERVICE 5 � G.W.T. TREATMENT VOLUME=1,600 GALLONS CROSSING ABOVE TOP OF UTILITY BELOW CLEARANCE 14300 MAIN ROAD O �_ `•. 24.s W.W. �-'`� BRN..F-IN SAND,TR.SILT, 21�_S" z I -�CCsD• Q w 1 FIRE SPRINKLER FS _ (EXCEEDS REQUIRED CAPACITY OF 1,345.00 GALLONS MATTITUCK, NY 11952 j g PAS I v N I SERVICE g 6 (gip(3by 1❑ 23.00(6"0 STORM) 19.50(WATER) 1.50, , /- 0 0� 24'° LEACHING POOLS TOWN OF SOUTHOLD, COUNTY OF SUFFOLK 23.2 B r G GAS SERVICE G 2❑ 23.00(6"0 STORM) 21.50(GAS) 1.50' \ 1 _,_ �\ah rf EXISTINvSANITARY DESIGN FLOW =2,017.50GPD DIST.: 1000, SECT.: 114, BLOCK: 11, LOT: 1 6 - e e1�s SYSTEM TO REMAIN @ LEACHING RATE =1.5 GPDlSF 3 23.00 6 0 STORM 21.50 ELECTRIC 1.50' 0 4a, E UNDERGROUND E ❑ ( ) (ELECTRIC) Q / \ 24.9 (OUTFALL#2) ELECTRIC SERVICE 9 REQUIRED SIDEWALL AREA =2,017.50 GPD 11.5 GPD!SF=1,345.00 SF �y 0 NOTE:PROVIDED CROSSING INFORMATION IS APPROXIMATE.CONTRACTOR TO cm, \ ♦ 'y`� ' ?� `� 2� ,4r,, 23.fi zq /�� \ t STY. EXISTING 824.81 G 23.s WW W�DFTzrs7 7, GRAVEL/DIRT DRIVE ''S'4 SPOT GRADE 00.00 „ i USE FOUR(4)LEACHING POOLS WITH 11'-0"EFFECTIVE DEPTH FIELD VERIFY EXISTING LOCATIONS AND ELEVATIONS PRIOR TO CONSTRUCTION DRAWING TITLE 0 q� TOP/BOTTOM OF TC 00.0 END OF BORING 25'-o TOTAL STORAGE PROVIDED=4 LEACHING POOLS x 31.42 FT x 11 VF=1,382.48 SF AND NOTIFY ENGINEER OF RECORD OF DISCREPANCIES IN WRITING ?� \ J STEPS �ITS 5T2 24.9 J 24 I l e2e..39 r24.79 I` CURB ELEVATION BC 00.00 (EXCEEDS THE REQUIRED SIDENJALL AREA OF 1,345.00 SF) Z '® ° ,- W SANITARY UTILITY A N w p /,/),• ' / 0 1 I 0 _r5� CONTOUR 157 �- N()SB CLASSIFICATION PROVIDE TWO(2)EXPANSION LEACHING POOLS 0 Q 3 I 2S So- 0) f �� cis 247 26 245 24.6 0 O TELECOM MANHOLE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL ki>� Fi>7 I I I COVER BORING LOG DATA SHEET �UJI 0 I y' 0 - 0 o-z._, w o j +� F TREE (BORING BY:SOIL MECHANICS DRILLING CORP.) DATE: 05/03/2024 V) ® J LIMIIT OF CLEARING FIELD DATE:12/14!2017 &GRADE - --L(;(�- N.T.S. SCALE: AS SHOWN � �� rS 1 �- --'-0 0 0 � 0 DISTURBANCE 1 Doug/asr formerly I V „FRAME 23-J 0 Q 1 `� \ SOIL BORING B2 PROJECT NUMBER: 23200 H°osier & i now REFERENCES DRAWING BY: AM Andrea now °r forrnerl i N$g•58'S0„� ®�24.0 0 0 \ 0 L THIS PLAN REFERENCES: N L E T, ° or Malcoms Y 275.45, ... 4 0 . On I � CHECKED BY: MP O O TAX FRAAfE ��~ .dR 4 BOUNDARY AND TOPOGRAPHIC SURVEY U G USE; LOT' 27 no G4R4GE 4.87 2463 ' � E �� �. SANITARY STRUCTURE SCHEDULE W Or former/ m T, PREPARED BY: APPROVED BY: MP OL-� .L ZONE SIDENCE John y I no ASPHALT DRIVEWAY L5.r,3 5.2t AMERICAN ENGINEERING&LAND SURVEYING P.C. a 'R_ A, W STRUCTURE EFFECTIVE TOP OF BOTTOM INVERT INVERT 3 N -C PUBLIC W 40 I TAX LOT. Baglivi 1 Don or form erl NUMBER STRUCTURE TYPE DEPTH RIM/GRATE RINGS OF RINGS IN OUT 1171 OLD COUNTRY ROAD-SUITE 6 ALTERATION OR ADDITION TO THIS cn •+-' A7FR USi-; 28 n Co Y SEAL& Stan PLAINVIEW,NY 11803 DOCUMENT EXCEPT GIALICENSED _ U 1 1 ZONE,. AL TA Linda Cost ZO S-1 PROPOSED 4'O DISTRIBUTION MANHOLE 24.15 21.90 16.40 20.90 20.40 DATED:02l19/2024 �pF NEW y PROFESSIONAL OF ENGINEER RISA P 7209, UBLIC 4p USE' RE X LOT- 2g X an O �P� �0 PILpT O� VIOLATIONOFSECTIONWY wA I SIDE7V TA LOT; SUB-DIVISION 2,OF THE NEW YORK TER T 7A USE. 30 A=24.00 BUILDING ARCHITECTURAL LAYOUT P Tq STATE EDUCATION LAW PUBLIC L zONE_R- E' RESIDE S 2 PROPOSED I/A SYSTEM HYDRO-ACTION AN-800(H-20 RATED) B=24,00 21.65 14.00 19.33 19.16 WA TER 40 ZONE. NT1AL PREPARED ARCHITECTURE P.C. fi PUBLIC �'A TER I C=24.00 * n DRAWING No: 1 A=23.80 406 NORTH COUNTRY ROAD r .•� ,I w S-3 PROPOSED I/A SYSTEM HYDRO-ACTION AN-800(H-20 RATED) --- B=23.80 21.65 14.00 19.33 19.16 SAINT JAMES,NY 11780 F ' ' GRAPHIC SCALE c=23s0 DATED:04103/2024 40 0 20 40 80 10o S-4 PROPOSED 4'0 DISTRIBUTION MANHOLE 24.00 21.75 14.15 18.91 18.41 GEOTECHN:CAL REPORT&SOIL BORINGS �Q 0,155,6 �G OVEIRALL SANITARY & UTILITY PLAN PROPOSED 10'0 PRECAST CONCRETE DISTRIBUTION LEACHING POOL WITH FRAME AND PREPARED BY: �R arm S-5 ill 23.60 21.75 7.05 18.30 18.05 SOIL MECHANICS DRILLING CORP. OFES`'10< Oil SOLID COVER 3770 MERRICK ROAD - Know what's below. ( IN FEET ) S-6 PROPOSED 10'0 PRECAST CONCRETE LEACHING POOL WITH FRAME AND SOLID COVER 11' 23.40 20.45 6.80 17.80 --- SEAFORD,NY 11783 Call before you dig. S-7 PROPOSED 10'0 PRECAST CONCRETE LEACHING POOL WITH FRAME AND SOLID COVER 11' 23.50 20.45 6.80 17.80 --- 1 inch = 40 ft. VICINITY MAP BACKGROUND DATA 1-800-272-4480 S-8 PROPOSED 10'0 PRECAST CONCRETE LEACHING POOL WITH FRAME AND SOLID COVER 11' 23.20 20.45 &80 17.80 --- PROVIDED BY MAPS.GOOGLE.COM MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 5 OF 9 YAKey CIviRProjects12023123200-.JMN Architectu,e-.14300 Main Road__Mattduck\Drawings`Key Ciwl',23200.2024 07.19-_SPP2-,SPDES_RPZ.dwg I i B INSTALLATION INSTRUCTIONS: BACKFILL WITH NATIVE SOIL HEAVY DUTY GRAY IRON(CL35)FRAME&SOLI /� r 24�� CHIMNEY SEE NOTE 13 10'0 X 8" THICK TRAFFIC RATED COVER SETS BY EJ OR APPROVED EQUALS ` 1. EXCAVATE SO THAT TOP OF THE 4-FOOT HIGH PERFORATED PRECAST CONCRETE MANHOLE PUPICOMPESSER POWER CIRCUIT `` HYDROACTION TOPPING SLAB , MODEL No.:V1600-3 RG REV/GS CPH2 CV UND 24 HEAVY DUTY LOCKING BASES ARE 4.50 BELOW FINISHED GRADE. THE PERFORATED PRECAST CONCRETE MANHOLE DEDICATED 110 V SERVICE ON A 20 AMP BREAKER PENING MUST BE OVER 8`0 X 8" THICK TRAFFIC RATED FOR AN800 AND AN1100 APPROVED ( ) (LOCKING) CI COVER TO GRADE SECTIONS SHALL BE AS PREVIOUSLY APPROVED BY SCDHS SCDPW OR NYSDOT FOR TRAFFIC OUTLET DROP TEE HYDROACTION TOPPING SLAB BY SCDHS APPROVAL NO. NS-002 FOR PRETREATMENT TANK (3 LOCATIONS) SEE NOTE 11 BEARING STANDARDS. I i CB1 M11 _ FINISHED GRADE \ <7 • S BY PREVIOUSLY APPROVED BY SCDH SEE NOTE 12 2. INSTALL 4-FOOT HIGH PERFORATED PRECAST CONCRETE MANHOLE BASES. �l ' ____�-__. r � ,�'� SEE NOTE#2 BL�J BLK BLK J ,Z`' L J �\ RECAST CONCRETE RISERS SEE NOTE 11 a 12" 3. EXCAVATE 5.33' BELOW PROPOSED INVERT IN ELEVATION FOR BOTTOM OF PRETREATMENT = L1 p -- -- SP9 \-� , SPRAY X , ,; I I C. COMPACTED NATIVE FILL, TYP C' Tr, ~- 18° rr TANK, AND EXCAVATE 6.83' BELOW PROPOSED INVERT IN ELEVATION FOR BOTTOM OF w/r I WHT i PUMP 1 TOP OF RINGS REFERS TO THIS POINT N "PAIN CONCRETE TOP SLAB TO �; .,f ' ` s, 25 :. :.:. 18 N N -- /PUMP RATINGS: SUPPORT H-20 VEHICULAR LOADING '" SEE NOTE 10 �I _ TREATMENT TANK. > N �� MOTOR �i (SEE SANITARY STRUCTURE SCHEDULE) >,,. , f ___ (4,000 PSI AT 28 DAYS) 4. FINISH GRADE NATIVE SOIL BELOW THE PROPOSED TANKS TO BE LEVEL ±1/4-INCH. 3/4HP @ 115V ° ?60 " rrltl PENETRATION HOLE CSR 6 LOOP$ 11 Gk' 2 MIN C62 �- 15.0 F.L.A. x Panel SEE NOTES 7 & 8 --- --- ,:• --- 5. INSTALL PRETREATMENT AND TREATMENT TANKS ORIENTING THE PREDRILLED HOLES IN THE , M12 :: (4 LOCATIONS) --- --- --- 10 MAX CORRECT ORIENTATION AS SHOWN IN THE PLAN. BLK -- BLK I BLK i' BETWEEN BOTTOM OF SLAB N RP1 ---------� RECIRC �� PUMP RATINGS; ----- AND TOP OF ACCESS COVERS 6. PLACE AND COMPACT NATIVE BACKFILL BETWEEN PRECAST CONCRETE MANHOLE BASE AND --------- i PUMP ' 314HP 115V FLOW LINE -` FROM DWELLING I @ , FL TO TANKS. BACKFILL SHALL BE PLACED IN RANCH MAXIMUM LIFTS AND MECHANICALLY = wtr WHT ` / b IVI�t#i uck INVERT IN PER PROPOSED PLAN DRAINFIELD E N �� MOTOR �7 15.0 F.L.A. FROM BUILDING SDR-3 _ ,;; , 4s ' 0(IC Apt COMPACTED. CEASE THE PLACEMENT OF THE FILL 3-INCHES BELOW THE CROSSOVER PIPE. PVC PIPE PITCHED AT A •.• 7. REMOVE A 1-FOOT X 1-FOOT SQUARE HOLE AT THE BOTTOM OF THE 3-FOOT HIGH PERFORATED > G MIN.1/4"/FT [TO I/A UNIT SDR-35 PVC ��-�- PIPE PITCHED ATA MIN. $1S 1 Olive o b w WETLANDS PRECAST CONCRETE MANHOLE AND SET THE HOLE DIRECTLY OVER THE INLET PIPE AND ON CB3 M13 �t r}- 0 1/4"iFTTOIIAUNIT �~ 8 0 PRECAST CONCRETE / TOP OF THE 4-FOOT HIGH BASE. ----" Ivlr I r Z) t F 1 i ` BOUNDARY -< ' 6LK 6LK ,� �, BLKn J .� L ' MIXER PUMP RATINGS: PERFORATED MANHOLE 8. REMOVE 1-FOOT X 1-FOOT SQUARE HOLE WHERE THE CROSSOVER AND OUTLET PIPES WILL BE `-' PUMP )3/4HP @ 115V = INSTALLED. WHT , s SEE NOTE 1 N ----------� MOTOR ;115.0 F.L.A. ;o "10NOLITHIC HYDROACTION 10'0 PRECAST CONCRETE 9. INSTALL ELECTRIC CONDUIT AND AIR LINES. `�� ,� BASE SECTION PRETREATMENT TANK ` PERFORATED MANHOLE SECTION 10.INSTALL INLET, OUTLET AND CROSSOVER PIPES. BACKFILL WITH NATIVE FILL IN 8" MAXIMUM CB4 '' ' / SEE NOTES 2 LIFTS TO TOP OF THE PRETREATMENT / TREATMENT TANKS AND HAND TAMP FILL. CAUTION J SEE NOTE 5 ` 12°MIN•.. .:,:: sr SHALL BE TAKEN TO MINIMIZE TAMPING OVER SEWER LINES AS TO NOT DAMAGE THE GRv GRY _________ i I I �' / HYDROACTION TREATMENT TANK GASKETED SEAL INTO AND OUT OF THE TANKS. C1 -7 COMP ,COMP. RATINGS: - 4'-0"0 ---�- Map data©2024 Terms Reportamaperror UNDISTURBED GROUND-/ SEE NOTE 5 � i ; 1/4HP @ 115V 11ANSTALL AND ROTATE TOPPING SLABS SO ACCESS HOLES ARE ALIGNED WITH THE ACCESS WHT --------- A MOTOR / 4"O SANITARY MANHOLE DETAIL VICINITY MAP COMPACTED NATIVE FILL TYP BOTTOM OF EXCAVATION COVERS IN THE PRETREATMENT AND TREATMENT TANKS. N 5.4 F.L.A. N.T.S. � W �� HEAVY DUTY GRAY IRON(CL35)FRAME&SOLID COVER N.T.S. SEE NOTE 6 (2 LOCATIONS)) OF NE 12.INSTALL PRECAST CONCRETE CHIMNEYS ON TOPPING SLAB WITH HEAVY DUTY CAST IRON c ----' SETS BY EJ OR APPROVED EQUALS SEE NOTES 3 & 4 F, FRAME AND COVERS TO GRADE. n NOTE:ALL MOTORS MUST HAVE MODEL No.:V1600-3 RG REV/GS CPH2 CV UND(LOCKING) PROJECT DATA `P \O �0� 13.BACKFILL AND COMPACT THE OUTSIDE OF THE PERFORATED PRECAST CONCRETE MANHOLES TO m INTERNAL OVERLOAD 4"CONCRETE BLOCK OR $ PROPOSED GRADE WITH NATIVE BACKFILL. BACKFILL SHALL BE PLACED IN 8-INCH MAXIMUM PROTECTION. PRECAST CONCRETE COLLAR APPLICANT/OWNER.................... ROMAN CATHOLIC CHURCH OF THE SACRED HEART * LIFTS AND MECHANICALLY COMPACTED. BLU TO BRING MANHOLE TO GRADE "MIN CONCRETE TOP SLAB 27835 MAIN ROAD LR1-Q1 REDIWH VMT TO SUPPORT H-20 926 HYDROACTION H2O KI-T (AN800) c tl 14.CONTRACTOR SHALL CONTACT WASTEWATER WORKS, INC. AT (631)-591-0818 TO ADDRESS M1 FINISHED GRADE r P.O.BOXGU VEHICULAR LOADING(4,000 CUTCHOGUE,NY 11935 c> TOP OF RINGS REFERS TO THIS POINT x PSI AT 28 DAYS) TAX MAP NUMBER..................... D!si.1000,Sect.114,Block 11,Lot 1 N.T.S. �ys� °s273° ��� QUESTIONS OR PROVIDE ADDITIONAL INSTALLATION INSTRUCTIONS. BLU LR1-Q2 PINK^WH M2 WHT a z (SEE SANITARY STRUCTURE SCHEDULE) �24, UTLET PIPE FOR 9PpFESSI0r1P� INLET PIPE N SANITARY DISTRIBUTION SITE AREA.................................. 242,298.52 SF(5.5624 Acres) PINKlVe'H PITCHED AT A MIN.1/8"/FT .v -__--_ P00.S ONLY.PIPE CURRENT ZONING..................... RESIDENTIAL R-40&RESIDENTIAL OFFICE(RO) 12/05/2022 2:17:47 PM A RECIRC RUNNING } I+20"--••I PITCHED AT MIN. CURRENT USE. . CHURCH BLU LR1-Q3 YEL/WH WHT 1I8"/FT ......................... M3 12"MIN PROPOSED USE......................... PARISH CENTER c 3" EXISTING FOOTPRINT.... 8,567 SF YEUWH G a PROPOSED FOOTPRINT........... 8,508 SF(INCLUDING BUILDING CANOPY) MIXER RUNNING / ® a=0 X a COVERED ENTRY:273 SF BLU WHT / ¢ ® �0I3 � 0 12„ j� PLUG&FERRULE LR1 " \ ® =-7-3 l ` J GROSS FLOOR AREA................ LOWER LEVEL......................................2,020 SF REMOTE PLC:CONTROL PANEL W/HP 150 COMPRESSOR -►! 12" PLUG&FERRULE GRADE LR1-Q4 0 / " ® C3a1� \ (4NITH AREA BREAKDOWN) ENTRY LEVEL.......................................8,508 SF BLU RED z ® �wL� z TOTAL...................................................10,528 SF EC50-30-L-15(0-PLC AS j 8" e• CONCRETE z 16 PLC INPUT a 0 \\ GRADE MANUFACTUfRED BY OPS(OR HOUSING(3,000 PSI) AS-1 E3 i W� ® \ \ APPROVED EQUAL) 8" ' ' •. CONCRETE 4 BLU PINK ��1� HOUSING(3,000 PSI) -� APPROVED SEWER �� Q7f ��� 4�9 PIPE RUN AUD. ® =z) APPROVED SEWER BLu REe PIPE 45'ELBOWS 5 �ti%L;� 6 ALARM W W 45'ELBOWS 60°WYE v_i oRG BRN T-°"� HWA MUTE I 10'-0"0 -MIN 1A FLOW FLOW I 3'0"MIN TEST "All n n I HIGHEST RECORDE ALTERNATE A ALTERNATE B ALARM GROUNDWATER LIGHT �ACKFILL MATERIAL SHALL BE NOTE RED ELK WHT CLEAN SAND AND GRAVEL 1. CLEANOUT(S)LOCATED IN TRAFFIC AREAS SHALL BE PROVIDED WITH TRAFFIC BEARING FRAME AND COVER. RED 2. ALTERNATE"A"IS FOR BENDS,ALTERNATE"B"IS FOR USE WITH BUILDING EXTENSION/CONNECTION. NOTE 6'MIN.PENETRATION INTO A VIRGIN STRATA OF SAND AND GRAVEL DEDICATED 20 A,110 VPOWER 1/2"SCH.80 AIRLINE TYPICAL CLEAN-OUT DETAIL ENABLE LEACHING POOL DETAIL CABLE,ROUTED IN 3/4"PVC TO AN800 N.T.S. BLU � ___ YEL 11 PLC INPUT CONDUIT(GFI PROTECTED) 1 ryZ_ �-` I LL�I FROM BUILDING TO HS-20 RATED JUNCTION BOX OVERRIDE SURFACE GRADE BLU uwH HYDROACTION AN-1100 C0I4TROL PANEL 3 �z i - - - - - - - - - - - - - - - -- 4 YE 12 PLC INPUTI-- C"SR III I I I" 10'(TYP.) � _,,-DETECTABLE MARK-OUT TAPE 14 PLC INPUT I I COLORED FOR UPPER UTILITY AS 2 07/19/24 AM ISSUED TO TOWN N.T.S. -� BLU wH%PINK DEDICATED 20 A.110 V POWER CABLE, ROUTED IN 3/4"PVC CONDUIT(GFI DETECTABLE MARK-OUT TAPE PER APWA UNIFORM COLOR CODE. PROTECTED)FROM BUILDING TO HS-20 W TIME DOSE o TAN 17 PLC INPUT COLORED FOR LOWER UTILITY AS 1 05/14/24 DD REV PER CLIENT COMMENTS RATED JUNCTION BOX PER APWA UNIFORM COLOR CODE. P LONG SLEEVE(SPLIT POLYETHYLENE)PLACED NIO. DATE BY DESCRIPTION BLu DEMAND 10,(TYP.) I UPPER UTILITY EXISTING REVISIONS REMOTE PLC CONTROL PANEL WITH INCOMING SERVICE TANMIH DOMED SHAPE FOR MAXIMUh HP80 COMPRESSOR MODEL SPRAY I PLC INPUT LOAD STRENGTH EC50-30-L-80-PLC AS MANUFACTURED NEW 2°AMP• NOTES: 1. FLOAT SWITCH TO IRE RATED 2 AMP AT 120V MINIMUM• 1"MINIMUM SEPARATION 18"SEPARATION WHERE POSSIBLE BY OPS(OR APPROVED EQUAL) 1 POLE BREAKER UPPER UTILITY HANDLE FOR EASY REMOVAL MAIN PANEL DISCONNECT MUST BE PROVIDED BY INSTALLER. OF SAFETY SCREEN DASHED LINES INDICATE ITEMS NOT CONTAIN IN THE PANEL. F: W1 B1 W1 10'LONG SLEEVE(SPLIT ;i ;,... UTILITY REQUIRED TORQUE FOR TERMINAL BLOCK SCREWS IS 16 in-Ibs. POLYETHYLENE)PLACED REFER TO MANUFACTURER FOR o INSTALLATION DETAILS FIELD WIRING MUS-T BE A MINIMUM OF 60 C COPPER WIRE. LOWERUT!uTY--- OVER LOVJERUTILITY 2. SPRAY PUMP IS ONLY REQUIRED FOR PRESSURIZED LEACHING FIELDS. UTILITY CROSSING NOTES: CIRCUIT 1. CONTRACTOR TO INSTALL 10'LENGTH OF DETECTABLE MARK-OUT TAPE 12"BELOW GRADE ABOVE EACH UTILITY CIVIL i 1 N E; E E ;,,,, BREAKER METER 0 TS CONTROL PANEL AND CENTERED ON THE CROSSING. HYDRO-ACTION PANEL 2. DETECTABLE MARK-OUT SHALL BE BRIGHTLY COLORED ASPER APWA UNIFORM COLOR CODE FOR EACH UTILITY, E64 BLUE POINT ROAD, UNIT 8 �SIZEDTO FIT IMISIDE CONTROL ONE LINE ELECTRICAL DIAGRAM 025.08" AN BE USED WITH OR FIRST 24"RISEFR PANEL TYPICAL UTILITY CROSSING & MARKING TAPE DETAIL HOLTvILLIE, NEW YORIC 11 ?42 WITHOUT SCREWS (6312 SSI-050S N.T.S. www.KeyCivilEngineering.com I EX.GROUND ROD UNDERGROUND UTILITY INSTALLATION KING E Noyes: PROJECT NAME POLYLOK 24" SAFETY SCREEN 1. BURIED ELECTRICAL POWER CONDUITS SHALL BE A MINIMUM OF 24 INCHES BELOW GRADE. A. SCOPE 2. ALL ELECTRICAL WORK TO BE PERFORMED IN ACCORDANCE WITH NEC. THE CONTRACTOR SHALL FURNISH AND INSTALL AN UNDERGROUND MARKING TAPE ALONG ALL SEINER,WATER,GAS,AND ELECTRIC MAINS& ROMAN CATHOLIC CHURCH OF THE SACRED POLYLOK 24"0 HDPE,PART N0.3008-SS (OR APPROVED EQUAL) ELECTRICAL ONE-LINE DIAGRAM DETAIL CONNECTIONS. HEART PROPOSED PARISH CENTER N.T.S. N.T.S. B. MATERIALS 14300 MAIN ROAD THE MATERIAL SHALL BE SOLID PLASTIC TAPE WITH A MINIMUM THICKNESS OF 4.5 MIL.THE TAPE SHALL BE RESISTANT TO ALKALIS,ACIDS AND MATTITUCK, NY 11952 OTHER DESTRUCTIVE ELEMENTS. THE TAPE SHALL BE GREEN FOR SEWER,BLUE FOR WATER,YELLOW FOR GAS,AND RED FOR ELECTRIC,Y MIN. TOWN OF SOUTHOLD, COUNTY OF SUFFOLK WIDTH,MARKED WITH THE WORDS,"CAUTION-SANITARY SEWER","CAUTION-WATER","CAUTION-GAS",AND"CAUTION-ELECTRIC". THE WARNING SHALL BE REPEATED EVERY 16"-36". DIST.: 1000, SECT.: 114, BLOCK: 11, LOT: 1 C. INSTALLATION AFTER PARTIALLY BACKFILLING AND LEVELING THE TRENCHES TO A HEIGHT OF 18"-24"ABOVE THE CROWN OF PIPE/CONDUIT,THE ROLL TAPE !DRAWING TITLE PROPOSED 1-STORY PROPOSED CLEAN SHALL BE MOUNTED ON A WHEEL AND SPREAD ABOVE THE PREPARED SURFACE AS STRAIGHT AS POSSIBLE. THE TAPE SHALL BE HELD IN SANITARY �/ BUILDING WITH OUT.SEE TYPICAL S-2 RIM B&C EL.=24.00 POSITION BY ADDING BACKFILL AND HAND SHOVELS BEFORE USING MECHANICAL EQUIPMENT TO FINISH THE BACKFILL. ['� I � T PROFILE DETAIL S-3 RIM RIM B&C EL.=23.80 / t PARTIAL CELLAR TOP OF STRUCTURE INLET PIPE MIN.4"0 SDR-35 PVC INLET PIPE MIN.6"0 SDR-35 PVC SCTM NO.: 1000-114.00-11.00-001.000 INLET PIPE MIN.4"PJ EL.=21.65 PITCHED AT A MIN.1/8"PER FT PITCHED AT A MIN.11/8"PER FT SDR-35PVC PITCHED AT SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL DETAILS S-2 RIM A EL.=24.00 4"a SDR-35 PIPE FINISHED FLOOR EL.=25.00 RIM EL.= A MIN.114"PER FT /S-3 RIM A EL.=23.80 PITCHED AT A MIN, RIM EL.= RIM EL.=23.60 S-6 RIM EL.=23.40 SCDHS REFERENCE N0. 24.15 1/8"/FT MIN,SLOPE 24.00 S-7 RIM EL.=23.50 TOP OF % _-  I S-2/S-3 INV OUT S-8 RIM ELZ .=23.20 3/2024 INV.IN STRUCTURE/ - - - I _ TOP C EL.=20.90 = j a --- --- --- ,, EL.-19.16 STRUCTURE fir--.. --L EL. - . . SCALE' N.T.S. / TOP OF - \ ®®® STRUCTURE ®®® PROJECT NUMBER: 23200 r: ®® TOP OF INV IN ® EL.=21.75 INV OUT w \\ I - EL.=18.91 ( ®® STRUCTURE CAST IRON PIPE SHALL -I 4 DRAWING BY: AM EL.=21.90 s INV OUT y 3" �®®® �®® 4" EXTEND THROUGH ? EL.=20.40 / EL.=20.45 FOUNDATION WALL 23.6' S' i / = ®®® CHECKED BY: MP A MIN.OF 2'. \ III 10'MIN. �',.,::.y..r:.- ,. MIN. ' III• • III �� ( ) ( ) r I IIII � 10.8' �- � � APPROVED BY: MP CELLAR FLOOR EL.=17.00 .- ^_ - I I w z S-6-S-8 a ° S-2/S-3 INV IN j I I( ! I I I / (5'MIN.) •.,.r :...•,.,:,.,: .. IN IN a w Lu 14' INV IN 0 ALTERATION OR ADDITION TO THIS J STRUCTURIE S-1 EL.= IV.33 (III \ EL.=18.30 U, 1 ' SEAL& E: DOCUMENT EXCEPT BY A LICENSED EL.=17.80 INLET PIPE MIN.4 0 SANITARY MANHOLE %\/%\ //\ I �/� 4'-0" INV OUT EL. ? o� N Eby PROFESSIONAL ENGINEER IS A SDR-35 PVC PITCHED AT (SEE SCDHS DETAIL) �� / / / / / /\/ I I % STRUCTURE S-4 LL `"' )'� VIOLATION , SECTIONWY9, INV OUT ,� =18.05 W � SUB-DIVISION 2,OF THE NEW YORK i\ EL.=18.41 W ,�P �O F ILOTT �� STATE EDUCATION LAW. A MIN.1/4"PER FT N.T.S. \ \\/ \ �\/ \/�� \/� \���� SANITARY MANHOLE 8' (MIN.) w SEE SCDHS DETAIL) �pP BOTTOM OF STRUCTURE ( ^ EL.=16.40 N.T.S. " BOTTOM OF STRUCTURE BOTTOM OF STRUCTURE INLET PIPE MIN.4"0 DRAWING No: r °vr; I ( ) ( ) SDR-35 PVC PITCHED AT �10'-0" BOTTOM OF LLJ S-2IS-3 EL.=14.00 S-2/S-3 EL.=14.00 10'-0^' (� I '�` W STRUCTURE BOTTOh10F m T n r;C FAL A MIN.1/4"PER FT 3.0'MIN.ABOVE STRUCTURES S•6-S-8 ��_,�-�. � '� � STRUCTURE S-2&S-3 STRUCTURE S-5 EL.=7.05 10'fd LEACHING POOL STRUCTURE(S-6-S-8) 2� i+ �a BOTTOM OF STRUCTURE HIGHEST RECORDED �• I!A SYSTEM:HYDRO-ACTION AN-800 10'(d DISTRIBUTION LEACHING POOL SEE SCDHS DETAIL EL.=6.80 � 081 j5g !G• EL.= 14.15 WATER ELEVATION ( ) �/0 (SEE SCDHS DETAIL) (SEE SCDHS DETAIL) N.T.S. R �F . HIGHEST RECORDED GROUNDWATER ELEVATFION=±3.58 N.T.S. N.T.S. OTESSIO'- - Q - - - - -- - - - - - - -- - - - - - - - - - - - - - - - - -- - - - -. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - .- -. - - - - - - - - - - - - ®AS PER USGS MONITORING WELL DATA lirIARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 6 OF 9 Y:1Key ClvdtProlectsl2023123200..JMN Architecture..14300 Main Road--Ma:tltucklDrawingslKey Civilt23200-_2024.07.19_SPP2_SP DES RPZ.dwg i + + + + + + + + +- + + + + + + + + +` + +� + + + + " 0.0 0.0 IO 0.0 O.G 0..0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 U.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0\0 0.0 0.0 0.0 0.0 0.0 ( b LUMINAIRE SCHEDULE °. s� ,s FIXTURE FIXTURE r- SYMBOL QUANTITY LABEL MANUFACTURER 1 FIXTURE DESCRIPTION!MOUNTING TYPE MOUNTING COLOR ARRANGEMENT ° + + + + + + + + + + + + + + + + + + + + + + + + � �{ + + + + + ARRANGEMENT COUNT TOTAL WATTS ' 0.0 0.0 0 0.0 0.0 0..0 0.0 0.0 O.G 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. ���xeeb' 0 c3-^- .G 0 0.0 0.0 ( HEIGHT LLF TEP-iPERATURE WATTS e " { ` 6 A SINGLE 6 MAXILUME/HH4-LED-WDM-30K-1 8K-90OL-WD-HH4-4501-CL-WH-IESNA2002/CANOPY 12-0" 0.900 3000 K 12 72 i' L25 0.0 0.0 0.�0 0.0 0.0 0..0 0.0 O.G O.G 0.0 0.0 0.0 0.0 0.0 O.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. ` ( .� 0. 0.0 0.0 0.0 0.0 i >. 6 B SINGLE 6 MAXILUME I HH4-LED-WDM-30K-18K-90OL-WD-HH4-4501-CL-WH-IESNA2002/CANOPY 16'-0" 0.900 3000 K 12 72 Pon C7�+' z_z + + + + + + + + + + + + + + + + + + + + + + + + I + + U + 0.0 0.0 0. 0.0 0.0 0..0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O.0 0.0 0.0 0.0 0.0 0. Lv =�9' 0.0 �0.OOP 0 0.0 0.0 ( :,. � 5 \� X 2 C SINGLE 2 MAXILUME I HH4-LED-WDM-30K-18K-900L-WD-HH4-4501-CL-WH-IESNA2002/CANOPY 14'-0" 0.900 0 � + + + + + + + + + + + + + + + + + + + + + + + + I + + ± + + .0 0.0 0..0 0.0 0.G 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 J.0 0.0 0.0 0.0 0.0 0.0 0.0•� 0.0 0.0 J.0 ( - a >�C �;1ffol;%Ave i 0.0 o.o o.o I I I S.L. �LECT. e° 'y µ f0jv3 <i <yam,,......,. 2 D SINGLE 2 MAXILUME I HH4-LED-WDM-30K-18K-90OL-WD-HH4-4501-CL-WH-IESNA2002/CANOPY 10'-0" 0.900 3000 K 12 24 ; t1 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 3 WETLANDS I; i 0.0 o.G O.G .0 0.0 0..0 0.0 O.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 �0.0 0.0 ' 0.0 0.0 0.0 0.0 BOUNDARY II ; w 2 E SINGLE 2 COOPER I RDG-F04-LED-E-U-SL4-HSS-7030/POLE-MOUNTED 16'-0" 900 3000K 102 204 O.G 0.0 0.0 0 0 0.0 0,.0 0.0 0.0 O.G 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 �0.0 0.0 0. U. / TOTAL 396 ; w fl ?€ + + + L� + + + + + + + + + + + + + + + + + + + + + + + + + + 0.0 O.G 0.0 ' m.0 0.0 0..0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O.G 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.0 0.0 ?.0 0.0 0.0 0.0 ( u„ ,.. .._. LJ SITE LIGHTING NOTES `g, Map data021024 Terms Reportamaperror 0.0 0.0 0.0 `U- O .G 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.G 0.0 0.0 0.0 0.0 OI.0 0.0 0' 0 0.0 0.0 0.0 CALCULATION SUMMARY 1. REFER TO SITE PLAN(SHEET C-1)FOR ADDITIONAL NOTES. \\` I LABEL CALC TYPE UNITS AVG MAX MIN AVG/MIN MAX�MIN MAX/AVG VICINITY MAP \ \ 2. NO REVISIONS,ALTERNATES,OR SUBSTITUTIONS TO THE CONTRACT DOCUMENTS ARE ALLOWED WITHOUT PRIOR + + + +� \ + + + + + + + + + + + + + + + + + + + + + + + + N.T.S. 0.0 0.0 0.0 0 .�5.\V'7i'..CZ O.G 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 L O.0 0.0 0.0 0.0 0.0 ( WRITTEN APPROVAL FROM THE ENGINEER. CALC...PTS ILLUMINANCE Fc 06 12.3 0.0 N/A N/A NIA 3. ILLUMINATION LEVELS SHOWN IN FOOT-CANDLES. PROPOSED PARISH CENTER AREA ILLUMINANCE Fc 0.95 12.3 0.0 N/A N/A 12.9 PROJECT DATA \ \ + + + + + + + \.r;� \ + + + + + + + + + + + + + + + + +4 + + + + + + .APPLICANT/OWNER.................... ROMAN CATHOLIC CHURCH OF THE SACRED HEART 0.0 .0 0.0 0. ' 0.0 0 .0 0.0 .;� `o 0.0 0.0 0.0 O.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 J.0 0.G 0. 0.0 0.0 0.0 ( 4. ILLUMINATION LEVELS ON THIS PLAN HAVE BEEN CALCULATED FOR PROPOSED SITE AREA LIGHTS ONLY.ACTUAL 27835 MAIN ROAD ILLUMINATION LEVELS IN THE FIELD MAY DIFFER FROM THOSE DEPICTED ON THE PLAN DUE TO INTERFERENCE P.O.BOX 926 FROM EXISTING/AMBIENT LIGHTING WHOSE ILLUMINATION LEVELS ARE NOT REFLECTED ON THIS PLAN. CUTCHOGUE,NY 11935 \ p / , \ r r C� , - / / i ,::. TAX MAP NUMBER,.................... Dist.1000,Sect.114,Block 11,Lot 1 0.0 0.1. 0.1. 1. 0.1. 0 1 0.1. 0.1. 0.1. O. J 0 0.0 0.0 �-�. LL -1. U.'!. J.]. 0.1 J.1 Q. J.1. O.\ 0.1. 0.0 J.0 0.0 0.0 O.0 J.0 5. REFER TO ARCHITECTURAL PLANS FOR DECORATIVE BUILDING MOUNTED LIGHTS AND BUILDING CANOPY LIGHTS. /:',/ � is SITE AREA.................................. 242,298.52 SF(5.5624 Acres) 6. LIGHT CIRCUITRY PLAN PREPARED BY OTHERS. j + - ^+" + + + + + + + + + + + + + + + + + / T G..................... RESIDENTIAL R-40&RESIDENTIAL OFFICE( ) ::<::::-�. ,;�; �,.. � CURRENT ZONING E RO + + + 0.?.. 3 0.4 0.4 0.4 3 0.3 0.2 0.1. 0 0.0 0.0 0.G 0.; 0. ° 0.1. 0.[ 0.2 2 `?" l�l. 0.? 0.2 0.2 0.1 G 0.G 0.0 J..1 7. EXISTING AREA LIGHT SPECIFICATIONS WERE OBTAINED FROM PHASE 1 - SITE PLAN REVIEW. LIGHTING PLAN r ,� r (CURRENT USE........................... CHURCH y f PREPARED BY SIDNEY B.BOIhNE&SONS,LLP,DATED DECEMBER 1,2010(REVISION 11). PROPOSED USE PARISH CENTER r ......................... + + + + + + -- + + + + + + + + + + + + + + + �i + + + 8. ILLUMINATION LEVELS SHOWN ON THIS PLAN WERE CALCULATED USING AG132 PHOTOMETRIC SOFTWARE. �% �, 0.1. 0.5 0.7 0.9 1.0 1 .fd' C�.9 0.'i /+0.5\ O.?_ 0 0.0 0.0 0.1 0.3 0.8 1.0 I . 1.3 1.?.. 0 O 0. 9� 0.y \0.1- J.0 J.0 J.0 0. All Ileff /., / ® EXISTING FOOTPRINT............... 8,567 SF } ° 1 / ® � ® � \ \ / PROPOSED FOOTPRINT........... 8,508 SF(INCLUDING BUILDING CANOPY) COVERED ENTRY:273 SF + + + + + + + + + + + + + + + +. + +- +, + + + + + + + + (GROSS FLOOR AREA................ LOWER LEVEL......................................2,020 SF 0.1. 0.6 1 4 1 .6 ..0 2 .1 1.7 1.5 o.8 0.2 O.0 O.o G.G o.l- 0.3 1 .0/ 1�� 2 0 2.4 2.1. 1.7 1 0.4 0. .` O.0 0.0 0.G �o.0 G.o G.G ( CANOPY�`70FFIT LUMINAIRE ((WITH AREA BREAKDOWN) ENTRY LEVEL.......................................8,508 SF E LUMINAIRE SCHEDULE i MANUFACTURER: MAXILUME TOTAL...................................................10,528 SF + + + + + + + + + + + + + + + + r + + + + + }� + + + + + SE FOR NUMBER AND ONCRETE FOUNDATION MODEL: HH4-LED 0.1. 0.6 /1.4 .3 .2. 2 .3 1 .3 1.5 0.7 0.2 0 0 0.0 0.0 0.1 0.3 1 .0 l.4 1118 3' 3 ® 2� 1 1.?.. 1.1 0.4 0.1 (7 0 0.0 0.0 J.0 0.0 0.0 MIN.DIAMETER'C' LABEL: A,B,C&D COpNF'':GURATION OF FIXTURES ���' COLOR: BRONZE / I -mil I .�v' :. ;, ,•,:; + + / + + + + ®+ + + + + + + + +��� R~ + + + + + i + i + + + 3"CLEAR . .« 0.1 0. . 1 .3 1 .3 3. 4 .� 1.6 1 4 0 i 0.1 0 0 0.0 0., 0.0 2��(��®� 1.0 2.0, 4 0 9 1 .0 0.3 0.0 0.0 J.0 0.0 J�G 0.0 0.0 ( MOUNTING ARM BY s / - - LIGHTING MANUFACTURER ASSUMED POLE .� COVER(TYP.) WIDTH('B') + + P- + + +_ + + + + + + + \ + + + + + + + + + + 0 0.0 Ste. 1. 0.4 0.2 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 'e :: .,•.: :? ''„° i .. /;. /, / „ e 0.0 0. 0.2 .2 9 6.3 0.2 0.1 0.0 0 0.0 0 ty 6�. \�( l �3 LIGHT POLE(ALUMINUM)BY / .. c LIGHTING MANUFACTURER I :`' ,;~( ,s':. ;.( ..• :� ;y+ + + + + + + + + + + + + F + + + + + + + + + + + + + EINFORCING TIE'E' 0.0 0. 0.0 .1. 0.1. .2 0.2. 0.1. 0.1. ( 1- 0.1. 0.]. 1 0 0 0.0 0.0 0.0 0.0 O.0 0 0 0. 0.0 0.0 E E / , fi \� w : __ -►- \� v � 0 I VERTICAL REINFORCEMENT BAR'F' <,� /WIMP 0.0 �' 0.0 .0 0.1- 0 1.G .0 1.1 0.r' 0.8 .5 1 . . 2.3 9\ 0.7 O.i. 0.0 0.0 0.0 0.0 O.G O.G ! 0.0 ' 0.0 0.0 ( o ¢ DF\ �QQ b = HANDHOLE WITH COVER 9.11'., w ELECTRIC CONDUIT I SECTION VIEW + + + + + + ? 4 + + h �-� + STUB UP MINIMUM 1'-0" O.G 0 0.0 0.4 19.9 '* - a.,. ;.: .. 3.7 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 >�).0 0.0 F 57.81'' ANCHOR BOLTS AND BASE PLAT r / BY LIGHTING MANUFACTURER '1�T MIN + + + + + + + + + + + + + + HIGH STRENGT 0.0 0 0.0 1.4 2. 0.0 0.0 0.0 J.0 J.0 0 0.0 0.0 0.0 0.0 ( RINK RUT 8 MAX IN LANDSCAPE AREAS / ; / / . ,/ 4 CURB(SEE SITE PLAN-, NON-SHRINK TYP (WHEN LOCATED IN PAVED : ARE PROVIDE 3 MIN AND PAINT FOR LO ATIO 1 + + + + > + + + + + + + + + CONCRETE BASE YELL A'P POLE MOUNTED LUMINAIRE 1 0 0 0 0 0 G O 0 0.0 0.0 0.0 O.G 0 ° 0.0 ( OW) o.oG o.o 0 4 e.. 4 `� PROPOSED SINGLE-STORY PARISH 1 2'MIN. �.•#. FINISHED GRADE MANUFACTURER: COOPER LIGHTING SOLUTIONS CENTER WITH PARTIAL CELLAR MODEL: RDG RIDGEVIE'^J 2 07/19/24 AM ISSUED TO TOWN + ' + 7~r. 2 20 SF + + ± ± + + + +�I + + j\//���� \/\\/�\�\ \��\��\��\�\j/ �\/\\/f\\\ \ LABEL: E CELLAR. O F 9 0.0 J.0 0.0 J.0 J.0 ' 0.0 0.0 0. ° ( 0 0.0 /% �,: �, . % �•. .. �, �,. f �,/�,. ,,, , /f / �,. 0.0 0 0.0 [ - 1 05/14/24 DID REV PER CLIENT COMMENTS FIRST FLOOR:8,508 SF COLOR: BRONZE ul COVERED ENTRY:273 SF NqO. DATE BY DESCRIPTION + + 0.0 1 0 0.0 0.5 .._, u.3 0.0 0.0 0.0 0.0 J.O1 0 1 0.0 J.0 0.0 0.0 �� N FOR PRECAST FOUNDATIONS.SUITABLE REVISIONS r + + f BACKFILL MATERIALS SHALL BE + + + + + + + + + ° + + + c? COMPACTED TO 95%OPTIMUM DRYGENERAL FOUNDATION NOTES O.G J.0 0.1- ( ":f', R 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O.0 0.' 0.0 ( r L F.F" E I . 25.On PROCTOR DENSITY IN 9 LOOSE LIFTS t- L L V ::.. �z , . s ::. uuj ; 97.27 n ®` 1 STRUCTURAL CONCRETE ND CONCRETING 0 H AC1318, "BU DING CODE LLU '. A PRACTICES SHALL CONFORM WITH - IL + + + + + + + + + + + + + + + ° -.. LpGGD �n REQUIREMENTS FOR STRUCTURAL CONCRETE." DETAILS SHALL BE IN ACCORDANCE WITH ACI-315, "MANUAL OF ;. 0.0 .0 0.0 0.8 8 0 .3 O.G O.0 O.G 0.0 .0 0.0 0. .0 2.5 0.2 0.0 0.0 0.0 0.0 0. 0 --" J. 0 0.0 u`.0 I * STANDARD PRACTICE: DETAILS AND DETAILING OF CONCRETE REINFORCEMENT." FORMWORK SHALL CONFORM a .; WITH ACI-347, "GUIDE TO FORMWORK FOR CONCRETE," UNLESS OTHERWISE NOTED ON THE CONTRACT E- E E E ° o DOCUMENTS. .... + + + + + + + + + + + + + + + + + + + + + + + + + + + + o AUGERED OR FORMED CAST-IN-PLACE OR 0.0 G % 0 0.0 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 0.1. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ( PRECAST CONCRETE PIER FOUNDATION \ W- REINFORCING " ;r 2. CONCRETE SHALL BE NORMAL WEIGHT STONE AGGREGATE WITH A MINIMUM COMPRESSIVE STRENGTH OF 4,000 G --G G G G G G �C,l � TIE SPACING'E' ". �: (4,000 PSI AIR-ENTRAINED CONCRETE) PSI AT 28 DAYS. ALL DESIGN MIXES SHALL BE PROPORTIONED IN ACCORDANCE TO SECTION 5.3,"PROPORTIONING l" �� j /R % �� -h + + + + + 0 + f --+- -' +0 I + + + + + W + + w+ + +W + + W + + V/ W + - + +, ON THE BASIS OF FIELD EXPERIENCE AND/OR TRIAL MIXTURES"OF ACI-318. THE WATER CEMENT RATIO FOR THE 0. 0.0 0.0 0-� 0.0 (k ` >0 0.0 \0`0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. ?z ; t, i ' . PROPOSED MIX DESIGN SHALL ACHIEVE AN AVERAGE 28-DAY STRENGTH OF 1,200 PSI GREATER THAN THE 664 BLUE POINT ROAD, UNIT 9 1�°a2 ®I REQUIRED STRENGTH ON LABORATORY TEST RESULTS. ALL DESIGN MIXES INCLUDING HISTORICAL TEST RESULTS CkY SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW. HOLTSVILLE, NEW Y R 11742 \ a9O1- --0031 - NOTE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + VERTICAL SEE LIGHT POLE FOUNDATION SCHEDULE 16 31) 9 E 1- 5 S 0.0 0.0 0.0 0.0 0.0 �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 U.0 0.0 0.0 0 0 0.0 0.0 0.0 0.0 0.0 0. REINFORCEMENTBAR'F' ',.'L. FOR ADDITIONAL INFORMATION. 3. CONCRETE SHALL HAVE A SLUMP NO GREATER THAN 4"TO WITHIN A TOLERANCE OF 1". www.KeyCivilEngineering.com ® '. , 4. EXPOSED CONCRETE SHALL BE AIR ENTRAINED,6%(WITHIN 1%TOLERANCE),CONFORMING TO ASTM C 260. + + + + + + +Z+//\ + + + + + + + + + + + + + + + + + + + + + + + 3"CLEAR COVER(TYP) PROJECT NAME 0.0 0.0 0.0 0.0 0.0 0).G 0.0 �0\0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.G 0.0 0.0 0.0 0.0 0.0 0.0 � + 0. ° 0.0 0.0 0.0 0.0 0.0 ( 'I '` 5. CONCRETE SHALL BE CONSOLIDATED IN PLACE USING AN INTERNAL VIBRATOR. \cC� N •FOUNDATION 6. REINFORCING STEEL BARS SHALL BE BILLET STEEL CONFORMING TO ASTM A 615,GRADE 60. ALL REINFORCEMENT ROMAN CATHOLIC CHURCH OF THE SACRED + + + + + + + + + + + + + + + + + + + + + + + + + + + �+ DIAMETER SHALL BE SECURELY HELD IN PLACE WHILE PLACING CONCRETE. IF REQUIRED,ADDITIONAL BARS OR STIRRUPS HEART PROPOSED PARISH CENTER 0.0 0.0 0.0 0.0 0).G 0.0 0.0 0\� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 O.0 0.0 0.0 O.0 0.0 r .0 Lam ( ) / SHALL BE PROVIDED BY THE CONTRACTOR TO FURNISH SUPPORT FOR ALL BARS. BAR SUPPORTS IN CONTACT 14300 MAIN ROAD .-LCCD, L� WELL COMPACTE WITH EXPOSED SURFACES SHALL BE PLASTIC TIPPED. ALL ACCESSORIES SHALL BE GALVANIZED. ---'� SUBGRADE MATTITUCK, NY 11952 0.0 0.0 0.0 0.0 0 .0 0 O.0 0.0 ° 0.0 0.0 )° 0.0 �- T.� 0 U.0 -� 0.0 0 0.0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0. ( 7. ALL SPLICES OF REINFORCING BARS NOT INDICATED ARE TO BELTS AS PER THE REINFORCING SPLICE SCHEDULE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK LRY ELEVATION VIEW OR 40 BAR DIAMETERS. DISCONTINUOUS ENDS OF CONTINUOUS BARS SHALL BE STANDARD HOOKS. DIST.: 1000, SECT.: 114, BLOCK: 11, LOT: 1 + + + + + + + + + + + + + + + + + 0 + + + + + + + + + + TYPICAL LIGHT POLE FOUNDATION DETAIL 8. SHOP DRAWINGS OF REINFORCING TO BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION 0.0 0.0 0.0 0.0 0.0 0 .0 0.0 0.0 0.0 0.0 0.0 0 OCe}� 0.0 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 0.0 0.0 0.0 0.0 0.0 0. ( AND ORDERING OF MATERIAL. SHOP DRAWINGS SHALL SHOW ALL REINFORCEMENTS, SPLICE LENGTHS, BAR N.T.S. LENGTHS,BEND SCHEDULES,AND CONCRETE DIMENSIONS. REINFORCING LAYERS SHALL BE SHOWN SEPARATELY DRAWING TITLE ON SHOP DRAWINGS. + + + + CR9+ + + + + +. + + + + + � + + + + + + + + + + + + t 0.0 0.0 0.0 0.0 0.0 OI.0 0.0 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 C�9�'.0 0.0 0.0 0.0 0.0 0.0 0.0 O.0 O.0 0.0 0.0 0.0 0.0 0.0 0. ( 9. CONCRETE FIELD TESTS SHALL BE PERFORMED AS REQUIRED BY GOVERNING CODES BY A QUALIFIED PARTIAL SITE LIGHTI G INDEPENDENT INSPECTION FIRM. TESTS SHALL NOT BE TAKEN LESS THAN ONCE A DAY OR LESS THAN ONCE PER 1 DESIGN CRITERIA 150 CUBIC YARDS OF CONCRETE. NO LESS THAN 6 TEST CYLINDERS ARE TO BE TAKEN TO OBTAIN 7-DAY AND + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + PLA 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Q.0 0.0 0.G 0.0 0.0 0.0 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. ( 28-DAY AVERAGE COMPRESSIVE STRENGTHS. ek5� SUBGRADE PIiN••MU(4 ALLOWABLE BEARING PRESSURE=3,000 PSF(ASSUMED) 10. IF CAVING OF DRILLED HOLES ARE ENCOUNTERED, CONTRACTOR SHALL PROVIDE BENTONITE SLURRY IN + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + PERMANENT CASINGS FOR DRILLED CONCRETE PIER FOUNDATIONS. 0 0.0 0.0 0.0 0.0 D.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O.0 0.0 0.0 0.0 0.0 U.0 0.0 0.0 O.0 0. SOIL FRICTION ANGLE=30 DEG(ASSUMED) DATE: 05/03/2024 SOIL DRY UNIT WEIGHT=110 PCF(ASSUMED) 11. CONCRETE SHALL ATTAIN 80% OF THE DESIGN STRENGTH OR CURE FOR A MINIMUM OF 7-DAYS PRIOR TO THE SCALE: 1" -20' INSTALLATION OF THE LIGHT POLES OR ALL LIGHT POLES ARE TO BE SUITABLY BRACED AGAINST WIND LOADS, + + + + + + + + + + + + + + + + + + + + + + + + + + + EARTH PRESSURE,AND CONSTRUCTION LOADS DURING THE ABOVE MENTIONED TIMEFRAME. 0.0 0.0 G 0.0 0.0 0 .G C0 0.0 0.0 0.0 .° o.0 0.o O.o O.0 0.0 0.0 0.G 0.0 0.0 0.0 0.G G o.0 0.0 0.0 0.0 0.G 0.0 ( B3ASC WIND SPEED=130 h PH PROJECT NUMBER: 23200 DRAWING BY: AM LIGHT POLE FOUNDATION SCHEDULE CHECKED BY: MP GRAPHIC SCALE MAXIMUM HEIGHT ABOVE GRADE W 16'-0"MAX APPROVED BY: MP 20 0 10 20 40 80 ASSUMED AVERAGE POLE DIAMETER WIDTH'B' 5"(SQUARE ALUMINUM) o SEAL$c SI E; ALTERATION OR ADDITION TO THIS MAXIMUM NUMBER OF FIXTURES SINGLE DocurJrNr EXCEPT By A LICENSED IS A �� PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, MINIMUM FOUNDATION DIAMETER'C' 2'-0" ��P �ARG HILQ��q. '4',� SUB-DIVISION 2,OF THE NEWYORK ( IN FEET ) STATE EDUCATION LAW MINIMUM FOUNDATION DEPTH'D' 5'-0" � � ^\�;`..fi � 1 inch = 20 t. DRAWING No: REINFORCING TIES'E' * #3 TIE AT 12"O.C. ;+•. ,� VERTICAL HOOKED REINFORCEMENT'' (6)#6 BARS EQUALLY SPACED rr o-_ Ily u NO ,a SL6�LED *=ADD 3 TIES,1-1/2"C-C,AT TOP OF THE FOUNDATION v Know what's below. Call before you dig. 1-800-272-4480 MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 7 OF 9 Y:1Key CrvtltProlects72023t23200_JMN Archltecture_14300 Main Road._Mathtuck0raw ngs\Key Civi1123200_2024 07.19_SPP2--SPDES-.RPZ.dwg I i '. v *-, 0 - _______� _1_ ,,,�,, SOIL EROSION & SEDIMENT CONTROL NOTES: / " `� `s:" �_S� - : 11 ;, 7_� EXISTING PAVEMENT 2° 1. REFER TO SITE PLAN(SHEET C 1)FOR ADDITIONAL NOTES. '' 1t.'Ili,, r4il,z : G� / �50'MIN. 118"(D STEEL WIRE .. s,<"- t: �-- 3' S" r t r i r t 2. THE STORMWATER POLLUTION PREVENTION PRACTICES PROPOSED HEREON HAVE BEEN IDENTIFIED AS THE MINIMUM "t rIW�� - '' z - - RECOMMENDED PRACTICES. ADDITIONAL STORMWATER MANAGEMENT FACILITIES OR PRACTICES SHALL BE INSTALLED .. �' STAPLES 2 PER TO COMPLY WITH ALL APPLICABLE CODES AND STANDARDS AND PREVENT T ti -": ' �\ MOUNT/ABLE BERM STAPLE DETAIL ( 8'MIN NT HE INCIDENTAL DISCHARGE OF SILT-LADEN � •, ...,, 4� }14X C � -- �-* :' Ci_ - '�- i BALE,TYP.) RUNOFF FROM EXITING THE SITE. CONTRACTOR TO NOTIFY IN WRITING AND CONSULT WITH THE ENGINEER OF RECORD �-- ` - L EXISTING GROUND FILTER CLOTH B - - B � // \\" 7S , :.... ,� --- i L- {OPTIONVAL) IF ADDITIONAL MEASURES ARE REQUIRED OR IF THERE IS EVIDENCE INDICATING POTENTIAL OR REALIZED IMPACTS ON W l .F.' , _- --W / r -�`J 1 UNDER STONE PROFILE 10 M':L PLASTIC - 10 MIL PLASTIC LINING-'z - VJATER QUALITY DUE TO ANY STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 5 �.w! - 1111, _- o-r-s-�'1�10 - LINING z BINDING � - �,, " .�.. A �W- •�� __ `O Or" - 50'MIN. WIRE 3. NOTHING IN THIS STORMWATER POLLUTION PREVENTION PLAN'S DRAWINGS OR ANY ASSOCIATED REPORTS RELIEVES ,, ' ' 26lj F1 rt '�C} l�w_� _ �� 0 may! i `V STRAW BALE WITH 0 KTRACTOR OR ONJNERIOPERATOR FROM OBTAINING ANY g7HER PER",-1!TS REQUIRED BY LAW OR COMPLIANCECgg OR CONCRETE A NG ALL REASONABLE STEPS TO MINIMIZE OR PREVENT ANY DISCHARGE IN VIOLATION OF NYS DEC OR WHICH ,� s'` ✓ ;__ - :Y•s' a•O9 ZOO s NATIVE MATERIAL " - - HAS A REASONABLE LIKELIHOOD F - ___ _^ - -_ � �_ EXISTING GROUND IF EXCAVATED, BLOCK{TYP.) 0 ADVERSELY AFFECTING HUMAN HEALTH OR THE ENVIRONh4ENT. � �. .._ S7 ( r r r r t ,# r--`J 0 ' 2V:1 H P.1AX SLOPE) � '' �� z I WOOD OR METAL STAKES 4. CONTRACTOR SHALL BE FAMILIAR WITH THE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND '' � q.� .., o iE G-•12'MIN. �- 1E SECTION B-B (2 PER BALE) PLAN SEDIMENT CONTROL ("BLUE BOOK") DATED NOVEMBER 2016, ANY REPORTS PREPARED SPECIFICALLY FOR THIS Mat ituck 1 Q - U) W 5 S 3 f€sl Av } -'� ____ _ -0" : ,vW9 W 0 � x PROJECT,AND THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION FOR O"" `""r I( _ 7_--- m I 00 i W ,i CONCRETE AND GROUT WASTE MANAGEMENT: STORMWATER DISCHARGE. P vd »1z1. �- 0 1. ALL WASH OFF AND NON-SOLID CONCRETE AND GROUT WASTE MUST BE CONTAINED IN AN EXCAVATED OR ABOVE ff0 o ,-, ___ - ,t --` g`j,48 a t\ EXPOSE 6"OF FILTER CLOTH £'Wt , GROUND LINED CONSTRUCTED PIT. WETLANDS I h ALONG BOTH SIDES ro I 5. EROSION CONTROL MEASURES TO PREVENT THE INCIDENTAL DISCHARGE OF SILT-LADEN RUNOFF FROM EXITING THE I BOUNDARY it ° I �� ^"" 2. THIS FACILITY Y W LL RECEIVE ALL WASH WATER FRCP4 THE CLEANING OF CHUTES, MIXERS,HOPPERS,VIBRATORS, w�- I PLAN VIEW SITE SHALL, AT A MINIMUM, CONFORM TO THE NYS STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT `- 3 0 PLACING EQUIPMENT, TROWELS, AND SCREEDS. UNDER NO CIRCUMSTANCES WILL WASH WATER FROM THESE r' i' �--- I I O OPERATIONS BE ALLOWED TO INFILTRATE INTO THE SOIL OR ENTER SURFACE WATERS OR STOMWATER CONTROL UNLESS ADDITIONAL MEASURES ARE NOTED OR REQUIRED BY THE ENGINEER OF RECORD. t ` ' ,. MANAGEMENT FACILITIES. ". ; ` I *Z 0 0' f 1 STABILIZED CONSTRUCTION ACCESS NOTES: 6. IT SHALL NOT BE A DEFENSE FOR A CONTRACTOR OR AN OWNER/OPERATOR IN AN ENFORCEMENT ACTION THAT !T t` "" = £'; ?' 13 1. STONE SIZE-USE 1-4 INCH STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 3. CAPACITY-SIZE FACILITY TO CONTAIN SOLIDS,WASH WATER,AND RAINFALL, WASH WATER SHALL BE ESTIMATED WOULD HAVE BEEN NECESSARY TO HALT OR REDUCE THE CONSTRUCTION ACTIVITY IN ORDER TO MAINTAIN \ BASED ON THE EXPECTED FREQUENCY OF CONCRETE POURS AT 1 CUBIC FOOT PER CHUTE AND 7 CUBIC FEET PER COMPLIANCE WITH THE NYS DEC STORMWATER DISCHARGE REQUIREMENTS OR IMPLEMENT EROSION AND SEDIMENT �I V`` ./;::;: .. . 1 2. LENGTH- NOT LESS THAN 50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FCJOT MINIMUM LENGTH HOPPER OF THE CONCRETE PUMP TRUCK AND(OR DISCHARGING DRUM. I s '•_. '•,m \ WOULD APPLY). CONTROL PRACTICES. SOIL EROSION CONTROL MEASURES SHALL BE ADJUSTED/ RELOCATED BY CONTRACTOR AS ' ,'.•. :' 4. LOCATION-LOCATE FACILITY FOR ACCESS BY TRUCKS AND AS FAR AS POSSIBLE FROM DRAINAGE SWALES,STORMz• � >c_\. ``� C11) I. 3. THICKNESS-NOT LESS THAN SIX(6)INCHES. IDENTIFIED DURING SITE INSPECTIONS IN ORDER TO MAINTAIN EFFECTIVENESS OF CONTROL MEASURES. �'•";.'�.,...,'.. >y> � "" ��,, L.` 4. WIDTH-TWELVE 12 FOOT MINIMUM,BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE:INGRESS OR EGRESS DRAIN INLETS,WETLANDS,STREAMS AND OTHER SURFACE WATERS AND WHERE POSSIBLE,A MINIMUM OF 100 FEET ,:,,';,, �,,�f"I , <, I.} • \ I ( ) AWAY FROM SUCH. PREVENT SURFACE RUNOFF FROM ENTERING THE STRUCTURE. SIGNS SHALL BE PLACED TO . "' " ".,_ �� Map dataOc2024 Terms Report amap error O t 1. E OCCURS.TWENTY-FOUR(24}FOOT IF SINGE ENTRANCE TO SITE. DIRECT DRIVERS TO THE FACILITY AFTER THEIR LOAD IS DISCHARGED. 7. THE COSTS OF INSTALLING AND MAINTAINING THE EROSION CONTROL MEASURES SHALL BE DEEMED INCLUDED IN THE ----- 5. GEOTEXTILE-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. PRICE BID FOR THE SITE WORK. -- - ` 0 6. SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ACCCESS SHALL BE PIPED 5. LINER-PLASTIC SHEETING WITH A MINIMUM THICKNESS OF 10 MILS WITH NO HOLES OR TEARS,AND ANCHORED VICINITY MAP I 1 BEYOND THE TOP OF THE PIT WITH STAPLES AS SHOWN. AN EARTHEN BERM, SAND BAGS, STONE, OR OTHER t� 0T1 ""- p 0 °a.00 9 6•�, BENEATH THE ENTRANCE.IF PIPING IS IMPRACTICAL,A MOUNTABLE BERM WITH 5:1 SLOPES WIIILL BE PERMITTED. 8. INSTALLATION OF EROSION CONTROL,CLEARING,AND SITE WORK SHALL BE DONE AS INDICATED 1N THE CONSTRUCTION () N.T.S. j `, I `v I _ t ¢ 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PRGEVENT TRACKING OR STRUCTURAL APPURTENANCE. SEQUENCE. \ FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY,ALL SEDIMENT SPILLED, DROPPED,WVASHED OR TRACKED 6. PRE-FABRICATED WASHOUTS MAY BE USED IF THEY ENSURE THE CAPTURE AND CONTAINMENT OF THE WASTE 1. II ( ) \ a"D" -- s s i ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. WASH AND BE SIZED BASED AS ABOVE. 9. INSTALLATION OF EROSION CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S PROJECT DATA I r T 7. MAINTENANCE: I I v� I B. WHEN WASHING IS REQUIRED,IT SHALL BE DONE ON A AREA STABILIZED WITH STONE AND WVHI�H DRAINS INTO 0 AN RECOMMENDATIONS AND REQUIREMENTS.0 EXISTING I APPROVED SEDIMENT TRAPPING DEVICE. 7.1. ALL CONCRETE WASHOUT FACILITIES SHALL BE INSPECTED DAILY. DAMAGED OR LEAKING FACILITIES SHALL BE APPLICANT/OWNER..."................ ROMAN CATHOLIC CHURCH OF THE SACRED HEART ' (� \ ONE STORY ® 0 . I 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. DEACTIVATED AND REPAIRED OR REPLACED IMMEDIATELY. EXCESS RAINWATER THAT HAS ACCUMULATED 10. CONTRACTOR SHALL INSPECT THE EROSION AND SEDIMENT CONTROL PRACTICES AND POLLUTION PREVENTION 27835 MAIN ROAD i�AS. CHURCH D. QS Q OVER HARDENED CONCRETE SHOULD BE PUMPED TO A STABILIZED AREA,SUCH AS A GRASS FILTER STRIP. P.O.BOX 926 �� �� I C) III 10. CONTRACTOR TO ENSURE THAT THE TRACKING PREVENTION REMAINS EFFECTIVE DURING ALL CONSTRUCTION MEASURES BEING IMPLEMENTED AFTER EACH RAINFALL EVENT AND DAILY WITHIN THE ACTIVE WORK AREA TO ENSURE a b 14300 7.2. ACCUMULATED HARDENED MATERIAL SHALL BE REMOVED WHEN 75%OF THE STORAGE CAPACITY OF THE CUTCHOGUE,NY 11935 I \ PHASES. THAT THEY ARE BEING MAINTAINED IN EFFECTIVE OPERATING CONDITION AT ALL TIMES. INSPECTION OF ALL ` I 'OUR LADY OF GOOD .s 11. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING STORM DRAINS,DITCHES,OR WATERCCOURSES• STRUCTURE IS FILLED. ANY EXCESS WASH WATER SHALL BE PUMPED INTO A CONTAINMENT VESSEL AND IMPLEMENTED PRACTICES SHALL OCCUR WEEKLY AT A MINIMUM. IF DEFICIENCIES ARE IDENTIFIED,THE CONTRACTOR TAX MAP NUMBER..................... Dist.1000.Sect.114,Block 11,Lot 1 i I i I R. COUNSEL R.C. CHURCH R"s" PROPERLY DISPOSED OF OFF SITE. t '�` \ 12.CONTRACTOR TO RELOCATE TRACKING PADS AS NECESSARY. SHALL BEGIN IMPLEMENTING CORRECTIVE ACTIONS WITHIN ONE BUSINESS DAY AND SHALL COMPLETE THE CORRECTIVE SITE AREA.................................. 242,298.52 SF _ _ 13.EXPOSE 6"END OF FILTER CLOTH ON BOTH OF THE LONGER SIDES FOR THE ENTIRE LENGTH. 7.3. DISPOSE OF THE HARDENED MATERIAL OFF-SITE IN A CONSTRUCTION!DEMOLITION LANDFILL. ON-SITE ACTIONS IN A REASONABLE TIME FRAME. (5.5624 Acres) v� i DISPOSAL MAY BE ALLOWED IF THIS HAS BEEN APPROVED AND ACCEPTED AS PART OF THE PROJECTS SWPPP. CURRENT ZONING.............."...... RESIDENTIAL R-40&RESIDENTIAL OFFICE(RO) >. _ I \ ` t IN THAT CASE,THE MATERIAL SHOULD BE RECYCLED AS SPECIFIED,OR BURIED AND COVERED WITH A MINIMUM 11. CONTRACTOR SHALL REMOVE ANY SILT FROM SOIL EROSION AND SEDIMENT CONTROL MEASURES WHEN IT REACHES OF 2 FEET OF CLEAN COMPACTED EARTHFILL THAT IS PERMANENTLY STABILIZED TO PREVENT EROSION. CURRENT USE........................... CHURCH o I I ` �--. ---- '; (1/2)ONE-HALF CAPACITY UNLESS OTHERWISE NOTED OR AS DIRECTED BY THE ENGINEER.THE MATERIAL SHOULD BE N m "r x R.D. I STABILIZED CONSTRUCTION ACCESS 7.4, THE PLASTIC LINER SHALL BE REPLACED WITH EACH CLEANING OF THE WASHOUT FACILITY. I L r-,Q I I I N.T.S. 7.5, INSPECT THE PROJECT SITE FREQUENTLY TO ENSURE THAT NO CONCRETE DISCHARGES ARE TAKING PLACE IN INCORPORATED INTO THE SITE IN A STABILIZED MANNER. (PROPOSED USE......................... PARISH CENTER o CU\� 0 0' I NON-DESIGNATED AREAS. 12, TEMPORARY SEED AND MULCH SHALL BE APPLIED TO ALL DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINISHED EXISTING FOOTPRINT............... 8,567 SF > ` .m `=' ' �-�, \ CONCRETE D GROUT WASTE MANAGEMENT GRADE AND!ZED WITH GEOTEXTILE WITHIN FABRIC AND MAINTARNED ACCORD(EAS ARE URGED AFTER THE GROWING SEASON,THEY SHALL BE (PROPOSED FOOTPRINT........... 8,508 SF(INCLUDING BUILDING CANOPY) H a z m I I b 0. h 0 ACCORDING TO BEST PRACTICES. COVERED ENTRY:273 SF 1. b T,r N a ,�1 I I I 0 17 I N.T.S. (GROSS FLOOR AREA..............- LOWER LEVEL......................................2,020 SF If1 1 13. CONTINUE INSPECTION AND REPAIR OF STORMWATER POLLUTION PREVENTION MEASURES UNTIL THE COMPLETION OF WITH AREA BREAKDOWN) ENTRY LEVEL...............................•.......8,508 SF w I. CONSTRUCTION AND PERMANENT STABILIZATION IS ACHIEVED. =) . APPROXIMATE I LOCATION OF I PROPOSED INLET I \_._ X TOTAL...................................................10,528 SF PROPOSED CONSTRUCTION FENCE _ PROTECTION(TYP.) �-0 ' AROUND PROPOSED WORK AREA - - � I I _ INLET PROTECTION TYPES AND USES 14. REMOVE EROSION CONTROL MEASURES,SILT,AND DEBRIS UPON ESTABLISHMENT OF PERMANENT STABILIZED COVER ' (SHOWN OFFSET[FOR CLARITY) I I E, w ® 0 0 0 0 it � OF ALL UPSTREAM I TRIBUTARY AREAS. i j I I I i , , �J III � TYPE EXAMPLE USAGE NOTTES 15. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF O _ I �'� `� I I : ill FABRIC PLACED 1 SILT FENCE NOTES IN ACCORDANCE WITH ALL CITY,STATE,AND FEDERAL LAWS AND APPLICABLE CODES. N -t ' I " \ c I 0 0 UNDER INLET NOT PERMITTED THIS METHOD OF INLET,-PROTECTION IS NOT 1, PLACE SILT FENCE AT LOCATIONS AS SHOWN ON PLANS AS WELL AS DETAILS. 16. THESE PLANS ARE BASED ON INFORMATION AVAILABLE TO OUR OFFICE AT THE TIME OF PLAN PREPARATION. E N ��r `\\ I 1( u GRATE ACCEPTABLE. 2. SILT FENCE SHALL BE INSTALLED SO WATER CANNOT BYPASS THE FENCE AROUND THE ENDS. CONTRACTOR SHALL FIELD-VERIFY EXISTING CONDITIONS AND NOTIFY OUR OFFICE IF ACTUAL SITE CONDITIONS DIFFER L_ L_ \ • 11 �° 3. SILT FENCE SHALL REMAIN IN PLACE FOR THE DURATION OF THE PROJECT UNLESS OTHERWISE DIRECTED BY THE �O D �`,_/_/_ �/ . \ 1 11 11 ® I( MAXIMUM SIDE SLOPES)OF 2:1. GOVERNING AGENCY. FROM THAT SHOWN ON THE PLAN,OR IF THE PROPOSED WORK WOULD BE IMPACTED BY ANY OTHER SITE FEATURES. L. 0 N1 III I I [PROPOSED CONSTRUCTION `� 11EXCAVATED DURING INITIAL OVERLOT GRADING MIN!P.1UM DEPTH 1 FOOTT. 4. DO NOT PLACE MATERIAL AGAINST SILT FENCE. O . II v . I I1E I DROP INLET AFTER THE STORM DRAIN TRUNK IS 17. EXISTING TREES AND SHRUBS TO REMAIN SHALL BE PROTECTED BY THE CONTRACTOR. x \.' . : . . . . I IATE AND ENTRANCE - II MAXIMUM DEPTH 2 FEE1T. 5. INSPECT SILT FENCE IMMEDIATELY AFTER PLACING ANY MATERIAL NEARBY. . • 0 11 PROTECTION INSTALLED CONTAIN 900 CF PER TFRIBUTARY ACRE. 6. REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY. 18. REFER TO GRADING AND LANDSCAPING PLANS FOR ADDITIONAL INFORMATION. I` :+_- . �'. , .. L .. 0 FABRIC DROP DURING FINAL ELEVATION GRADING MAX SLOPE OF 1%OF SSURROUNDING AREA. -4.1 � ... ... .. .. . . .. .'.'.I.'.'.'.f.. ..\ 1.5'MAX UN-REINFORCE!=D HEIGHT OF FABRIC. UPSTREAM I AREA OF DOWNSTREAM/EXISTING 19. CONTRACTOR SHALL CLEAN ALL ON-SITE EXISTING&PROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPE p ... .. :' . ... . .. .. .. �.. .. ... . .. . . I I - 11 INLET PHASES AFTER THE STORM DRAIN MAINTAIN OVERFLOW Tf0 DROP INTO THE AT END OF .. :.:...:.:. ... . .. .. . . .. . . . ).'.. .'- S. PROTECTION SYSTEM IS COMPLETED DISTURBANCE�UNDISTURBED GROUND PROJECT AS WELL AS ANY OFF-SITE DRAINAGE STRUCTURES THAT MAY HAVE RECEIVED RUNOFF FROM THE ® • v .. . .'. .... . .'.'F.'.'.'. .. ... . _• s O/ ______-- 1 50, DROP INLET. SITE. �} .. {' ' ... ... .... . ... . •• • • • °° MINIRIUM STONE BARRI9ER HEIGHT OF 1'. WOOD OR METAL FENCE POSTS SPACED ..... .. .. \ •....'.'.'.'. . •• ®"'f • • ••• •• � " !c� r 8'-O"O.C.MAXIMUM METAL FENCE 20. CONTRACTOR SHALL PROVIDE TEMPORARY INLET PROTECTION BEYOND THE LIMITS OF DISTURBED AREA AS > '''' ' '''''''' ' ''' '' '' ' . ..'. ' .. ` ' . .....'.'.\ STONE&BLOCK DURING THE INITIAL AND INTERMEDIATE MAXIMUM STONE BARRI IER HEIGHT OF 2'. • e j APPROVED FILTER FABRIC I4EETING POSTS OR APPROVED EQUAL TO BE NECESSARY TO PREVENT SILT AND DEBRIS FROM CONSTRUCTION ACTIVITIES GETTING INTO ANY DRAINAGE SYSTEM 1.'.'.'. .' ' '.. .... . ... .. " " • """ " """ """""" "" ors. III DROP INLET OVERLOT GRADING OF A DO NOT USE MORTAR. �" '' '' �- di I N.Y.S.SPECIFICATIONS(3'0"WIDE) FOR WHICH THE PROJECT IMPACTS. ,.•• ° .'.'.'.'.'.'.'.'.".'.'.'.'.'.'.'.'.•.'.......'. .'i e'.i ' '' ' ''' :' dl di 0 PROTECTION CONSTRUCTION SITE LIMIT HEIGHT TO PREY YNT PONDING OR INSTALLED IN ASPHALT PAVEMENT) ('.'.'.'. ... . .. I •.. I .. 0 0 BYPASS FLOW. '}:- APPROXIMATE LOCATION OF Y 0 FLOW z ROTATE POSTS TOGETHER 21. CONTRACTOR SHALL LOCATE CONCRETE WASHOUT AREA, STOCKPILE AREA, AND CONSTRUCTION WASTE MATERIAL i : eVl ^"_; ._ MATERIAL STOCKPILE i USED AFTER PAVEMENT USE WITH UPSTREAM BBUFFER STRIPS AND `*' BEFORE INSTALLATION STORAGE AREAS SO AS TO MINIMIZE EXPOSURE TO STORMWATER. CONSTRUCTION WASTE SHALL BE IMMEDIATELY '� - - .,: - . ., .- 0 PAVED SURFACE WITH TEMPORARY SURRFACE STABILIZATION. COMPACTED SOIL � /' "� PLACED IN ON-SITE STORAGE CONTAINERS UNTIL READY FOR OFF-SITE DISPOSAL.CONTRACTOR SHALL MAINTAIN SPILL �` . ., CONSTRUCTION HAS BEEN DONE WHILE N '. .••j i.:', f_-tP.1L;_1-1_..! APPROXIMATE LOCATION OF IV INLET FINAL GRADING AND SOIL PLACE AT INLET PERIMEETER OR BEYOND. \ PREVENTION&RESPONSE EQUIPMENT AND MAKE AVAILABLE ON-SITE FOR USE BY CONTRACTOR'S EMPLOYEES TRAINED SECOND •• CONSTRUCTION TRAILER AND PROTECTION INTEGRATE TRAFFIC SA,4FETY. IN THE APPLICATION OF SPILL PREVENTION&RESPONSE PROCEDURES. Tf .. �CD STABILIZATION IS OCCURRING / SILT FENCE '+`*`•• -•-`-*•-.-• .�• ` 22' SANITARY FACILITIES 0 DO NOT CAUSE FLOCDII NG OR BYPASS _ 11 ."I 19.94' BRIC WILL EQUAL OW EXCEED THE F 22. CONTRACTOR SHALL IDENTIFY LOCATION OF WASTE CON CONCRETE WASHOUT AREAS 2 07/19/24 AM ISSUED TO TOWN S 19.52' r :. 57.81'� M"q FA AND ANY OTHER LOCATIONS WHERE HAZARDOUS MATERIALS ARE STORED ON THE PLANS '> ••• • ..:. I: .'. INSTALLED AND ANCHORED IN PERFORMANCE STANDFARD FOR THE SILT TEMPORARY SA S (SEE NOTE 27) I LI. , MANUFACTURED 6„ . • `. ,>, LOCATION OF ACCORDANCE WITH THE FENCE FABRIC. THE INiSERTS WILL BE FIRST SILT I 05/14/2 R CLIENT COMMENTS APPROXIMATE L DIG 6"WIDE AND 6"DEEP o 1 4 DO REV PER y � . ti''I' PROPOSED SINGLE-STORY PARISH I._ CONCRETE WASHOUT AREA V INSERT INLET MANUFACTURERS RECOMMENDATIONS INSTALLED TO PRESER\VE A MINIMUM OF 50% b FENCE 23. DEWATERING(IF REQUIRED)SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL&STATE REGULATIONS,AND IT IS THE -i� � ° ; �• 0 PROTECTION TRENCH,BURY BOTTOM 4RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ANY NECESSARY ASSOCIATED DISCHARGE PERMITS. NO. DATE BY DESCRIPTION ` CENTER WITH PARTIAL CELLAR - 0 AND DESIGN DETAILS OF THE OPEN UNOBSTFRUCTED DESIGN FLOW V-0"OF FILTER FABRIC, ;1 y; ' � • ' 0 0 AREA OF THE STORM DFRA!N INLET OPENING. TAMP IN PLACE PST TYP. STAPLE(TYP Ir . . .... .:" `.`.`. ' CELLAR:2 020 SF - - .. . -__ APPROXIMATE LOCATION ( ) 2�. THE FOLLOWING EROSION CONTROL MEASURES ARE PROPOSED FOR THIS SITE: REVISIONS > `•`• •j FIRST FLOOR:8,508 SF :: .' ` CONSTRUCTION a. EXIT SHALL BE N .'. STABILIZED :11 > COVERED ENTRY:273 SF `I N '.'.'.'.`.` ` 0 DUMPS ER U INLET PROTECTION NOTES: INSTALLED TO THE TDR DRIVEWAY ONF LANDERS ROAD;THIS OAREA SHALL BE GRADED SOOTHAT RUNOFF/WATER WILL BE + FENCE SEC ` ` ` � ! ,',` 1. CONTRACTOR MAY USE THE TYPE SUITABLE FOR THE SITUATION AND THEIR MEANS AND)METHODS UNLESS �•�• •�•- .`.. 0 E = 8'O.C. SILT FENCE/FILTER WOOD OR RETAINED ON-SITE , 97.27 F.F.EL.25.00 1. NOTED OTHERWISE ON PLAN. CONTRACTOR MUST SUBMIT SPECIFICATION OF ANY TYPE-V TO ENGINEER > . . , . . ::;:, ;, ,. • • . • . • • • APPROXIMATE LOCATION OF METAL FENCE POST b. INLET PROTECTION-IMMEDIATELY INSTALL FOR EACH INLET AS DRAINAGE STRUCTURES ARE INSTALLED. .Im . . . . 40.23 . . . . . . . . . L (TYP.) FABRIC • • • • PROPOSED SILT FENCE ALONG - » -F• BEFORE c. DUST CONTROL-STOCKPILES OF SOIL SHOULD BE LIMITED TO 15'MAXIMUM HEIGHT AND REMOVED OR UTILIZED } `-` ` ` ` •"= W • • • • . - » - ` • ,• ` ` ` 2. THE DRAINAGE AREA FOR A STORM DRAIN INLET WITH INLET PROTECTION SHALL NOT EXKCEED 1 ACRE. FOR SITE CONSTRUCTION AS SOON AS PRACTICABLE. SHOULD EXCESSIVE DUST BE GENERATED THE "� ` -E . • • • CONSTRUCTION FENCE(SHOWN O - ` 3. IMMEDIATELY INSTALL INLET PROTECTION WHEN A STORM DRAIN INLET IS CONSTRUCTEED. CONTRACTOR SHALL APPLY WATER TO BARE E it % � ..`. Z "�`�'+`•` `� �`�`�.. . `,`,'� OFFSET SOIL SURFACES TO MINIMIZ_BLOW!NGDUST. ,,,,,/ 0 . . `G .`.`.` `G`. .'G`» .`� • 0 FOR CLARITY) . `.` `` .`.`.`. .+ •. .`.` . . P1 RY TAB( IZA I MEASURES MUST BE IMPLEMENTED ON I THE DISTURBED . . . . . . . S . . , , . . . . . . . . . . . • • • • • DRAINAGE AREA TRIBUTARY TO THE INLET. EROSION CONTROL/TE PORA S L T THE RIGHT OF-WAY IS NOT TO BE USED FOR STORAGE OR STAGING OF EQUIPMENT OR ft4ATERIALS DURING 0 ,. .` `.`,`.`.`.`.`. `.`.`.`.`.`.`. ` ` ` ` S to 5. TYPE IV INLET PROTECTION PRACTICES INCLUDE COMPOST FILTER SOCKS,GEO-TUBES FFLLLED WITH BALLAST, CONSTRUCTION. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING THE RIGHT-OF-WAY DURINGIl 1 . . . . . . . . . 1�- 0 O :.':.::, C? • •," `,`,` • ).»*•*»,`,`,»,»,•,»,`,`,`,»,` ' to DIRECTION OF PROPERTY'S FRONTAGE TO LIMIT ACCESS 1 STY. AND OTHER APPROVED EQUAL MANUFACTURED SURFACE BARRIERS CONSTRUCTION AND SHOULD INSTALL FENCING ALONG THE PR 'S G S FOR p \ , , , , , , , , , . ,• D. S 6. TYPE V INLET PROTECTION PRACTICES INCLUDE DANDY SACK,FLEXSTORM CATCH-IT,UL-TRATECH ULTRA-DRAIN CONSTRUCTION VEHICLES TO DEFINED POINTS OF INGRESS/EGRESS. ; "" 2 �" et• 0 (. ` _ . 0' 0 GUARD,AND OTHER APPROVED EQUAL MANUFACTURED INLET INSERT. SURFACE RUNOFF PLAN CIVIL ' ,'yam .11 1, to w 26, IN AREAS WHERE SOIL DISTURBANCE ACTIVITY HAS PERMANENTLY OR TEMPORARILY(EXISTING DISTURBED AREA WILL 0 '` `�••' •�• . . • • • 0 p " '� INLET PROTECTION STANDARD SILT FENCE NOTES: 64 BLUE POINT ROAD, UNIT 6 LCJ 0 6 NOT BE DISTURBED AGAIN WITHIN 14 CALENDAR DAYS OF THE PREVIOUS SOIL DISTURBANCE)CEASED,THE APPLICATION Z . `®` 0 , o N.T.S. 1. THE SLOPE OF°THE LAND FOR AT LEAST 30 FEET ADJACENT AND UPSTREAM TO STANDARD SILT FENCE SHALL OF SOIL STABILIZATION MEASURES MUST BE INITIATED BY THE END OF THE NEXT BUSINESS DAY AND COMPLETED H®LTS V I LL.E, NEW YO RK 11742 i NDTExGEEDS/ (631) 661-0506 ! 0 d 0 0 0 0 0 0 0 2. WHEN TWO SECTIONS OF FILTER FABRIC ADJOIN EACH OTHER THE END POSTS SHALL BE ROLLED TOGETHER A WITHIN FOURTEEN(14)DAYS FROM THE DATE THE CURRENT SOIL DISTURBANCE ACTIVITY CEASED. MINIMUM OF3TIMES. www.KeyCivilEngineering.com 0 ° - STANDARD SILT FENCE 0 0 PROPOSED TREE N.T.S. PROJECT NAME 1 STY. AREA DATA 0 0 0 0 PROTECTION FENCE t` \/ \, /X/\ \/,i\1\ (TYP.) �T•� EROSION CONTROL COVER . �i�,�,�� ,"\ �i�y�i�i��yX 0 00 a.D. \\��1i\!i.!i\�i.'/i„��I,xl\I, PROPERTY AREA................................ 242,298.52 SF(5.56 Acres) ROMAN CATHOLIC CHURCH OF THE SACRED 0 0 0 %� "�i 1 0 0 0 STOCKPILE PERIMETER ����! �!�y� -lII(MAX) TOTAL DISTURBED AREA.................. 42,308 SF(0.97 Acres) HEART PROPOSED PARISH CENTER cD Q ®♦ 0 0 SEDIMENT CONTROL x ���1 10'-0"MIN. c�1 I=o w /�/� ° 0 0 0 x _ STOCKPILED ?�ij\ EXISTING IMPERVIOUS AREA 6,812.79 SF(0.16 Acres) 14300 MAIN ROAD t? Q 2S, E (SILT FENCE SHOWN) �I ; w MATERIAL yG`\�% (TYP.) MATTITUCK, NY 11952 ~o C, SO'' 0 ere 0 1 En = ��,l� TREE PROTECTION ZONE(DRIPLINE PERVIOUS AREA 35;495.21 SF(0.81 Acres) w w !y' ��� �;,i, TOWN OF SOUTHOLD, COUNTY OF SUFFOLK Q xN m 0 00 0 0 0 0 SANDBAGS ..\1 i\ PROPOSED IMPERVIOUSAREA 19,520.70 SF(0.45 Acres) DIST.: 1000, SECT.: 114, BLOCK: 11, LOT: 1 ~v Q- ♦ 0 0 ' / PERVIOUS AREA 22.787.30 SF(0.52 Acres) � I a � 0 0Ill 56,3 0 0 0 DRAWING TITLE Douglas W Or rp erl I O ® 0 4'TALL FLUORESCENT ORANGE ). , 0 � U fOr o STOCKPILE NOTES: ('� ("� .1 I oug as HOusler & i nOW - qb d 1. STOCKPILE MANAGEMENT INCLUDES MEASURES TO MINIMIZE EROSION AND SEDIMENT'TRANSPORT FROM SOILS OR HIGH-DENSITY CONSTRUCTION % OIL EROSION I a ► And ea Hauler N8g°$8�5O„w s o 0 0 0 OTHER ERODIBLE MATERIALS STORED AT THE CONSTRUCTION SITE. SPECIAL ATTEMITION SHOULD BE GIVEN TO FENCE OR APPROVED EQUAL AREA WITHIN TREE PROTECTION Karen OM lO O erly I 27J. 0 YEAR-ROUND ROUND(REQUIREMENT. OIMITY TO NATURAL OR MANMADE STORM SYSTEMS. PROTFECTICN OF STOCKPILES IS A ZONE TO REMAIN UNDISTURBED 1 I E TCONTROL P a � � "2 COS mSon I 45 06'LONG WOOD OR STEEL DURING CONSTRUCTION ~�'`^ 2. THIS DETAIL DOES NCT APPLY TO CONTAMINATED MATERIALS WHICH REQUIRE ADDITIOPNAL MEASURES. LAN `'- CD N USE. LOT.• 27 nOyy 4� `_-- 3. LOCATE STOCKPILES AS FAR AWAY FROM BODIES OF WATER, INFILTRATION AREAS,INLLETS,AND OTHER DRAINAGE FENCE POSTS POSTS SHALL L. .` E: REStDENC J or BE 1 n BE SPACED HORIZONTALLY 8' ,; I I'l l;,, „y., SYSTEM COMPONENTS AS POSSIBLE SO AS NOT TO OBSTRUCT NATURAL DRAIIINAGE OR CAUSE OFF-SITE ?l; r,1. ��<. �`';;�'1. �' � DATE: 05/03/2024 o a P�ONE:R_40 E I TA Ohn A• B0 11vy 1 now Or for ENVIRONMENTAL DAMAGE. ON CENTER MAXIMUM. s- q-/-: X��'y, -r,,y' ,, , 3 ` V) - $LIC WATER USE: X LaT. 28 9 Bonn Cost m1 erly 4. WEEDS SHOULD NOT BE ALLOWED TO GROW ON STOCKPILES. :'` >'s; ;:'i 5. r;;; :,/,'.;::zy% _ , O v i I anZO c ���., .;.._° :.Fri•..: ' "y 4 AREA OF SITE RE SCALE: 1 -40 EN Lin & 5. WHEN THE STOCKPILE IS NO LONGER NEEDED,PROPERLY DISPOSE OF EXCESS MATEFRIALS AND RE-VEGETATE OR AREA OF SITE % .:.",I : -' ,i r U i ZONE R-40AL USE.- TAX LO ; Linda COStOnZp OTHERWISE STABILIZE THE GROUND SURFACE WHERE THE STOCKPILE WAS LOCATED. CONSTRUCTION "`';-', `'!`/ -"`; ?` � ''F{'" y� � �LIC ; , CONSTRUCTION PROJECT NUMBER: 23200 FU WATER I RESIDENTIAL 29 USE. COT: 30 6. FOR STOCKPILES MAINTAINED FOR MORE THAN ONE DAY, A SEDIMENT CONTROL SYSTEM, CONSISTING OF SILT I PUBLIC yy USE. RESIDENT] FENCING OR COIR LOG,SHALL BE INSTALLED AND MAINTAINED ON DOWNHILL SIDES TO(CONTAIN MATERIAL. 2' I AT1rR ZONE. 40 AL ) 6.1. FOR TEMPORARY STOCKPILES ON THE INTERIOR PORTION OF A CONSTRUCTION SITE,WHERE OTHER DRAWING BY: AM RU$LIC WA 7r-^ DOWN-GRADIENT CONTROLS,INCLUDING PERIMETER CONTROL,ARE IN PLACE,STCOCKPILE PERIMETER CONTROLS MAY NOT BE REQUIRED. TREE PROTECTION FENCE NOTES: CHECKED BY: MP 6.2. PROTECT ALL STOCKPILES FROM STORMWATER RUN-ON. 1. TREE PROTECTION FENCE SHALL BE INSTALLED TO FOLLOW TREE CANOPY DRIP LINE OR PROPOSED LIMITS OF 6.3. FOR STOCKPILES IN ACTIVE USE,PROVIDE A STABILIZED DESIGNATED ACCESS POIIINT ON THE UPGRADIENT DISTURBANCE. APPROVED BY: MP SIDE OF THE STOCKPILE. 2. CONSTRUCTION VEHICLES TO STAY AS FAR AS POSSIBLE FROM TREE PROTECTION FENCE TO PREVENT 6A. SEDIMENTS SHALL BE REMOVED WHEN SEDIMENT ACCUMULATION REACHES ONE--THIRD(1/3)OF THE BARRIER COMPACTION OF TREE ROOTS. SEAL SI URE: ALTERATION EXCEPT ITION TOBYALICE SE HIS HEIGHT, DOCUMENT EXCEPT BY A LICENSED 6.5. INSPECT STOCKPILE SEDIMENT CONTROL SYSTEM IMMEDIATELY AFTER MODIFYINCG STOCKPILE. TREE PROTECTION FENCE fy NEW PROFESSIONAL ENGINEER IS GRAPHIC SCALE V VIOLATION OF SECTION 7209 6.6. REPAIR AND/OR REPLACE PERIMETER CONTROLS AND COVERS AS NEEDED,OR A$DIRECTED BY THE T'1�® ®,�y SUB-DIVISION 2,OF THE NEW YORK 40 0 20 4o so teo ENGINEER,TO KEEP THEM FUNCTIONING PROPERLY. N.T.S. �^�� <` � TZ� �' STATE EDUCATION LAW 7. THE TOE OF STOCKPILES SHALL NOT BE AGAINST SITE PERIMETER SEDIMENT CONTROL.. �wMENT * �' T .� 8 TRANSPORT USING AN EROSION CONTROL SYSTElvtFOR STOCKPILES INACTIVE FOR MORE THAN 4CONSISTING OFITEMPORAR ZE THE aS SEEMING AOND MULCHING,PREVENT EPLIASTIC •;"! DRAWING No: 4• ��. [Y /GEOTEXTILE COVERING.SOIL BINDERS,OR EROSION CONTROL BLANKETS. USE OF MULCH OR SOIL BINDERS ONLY j `:i , W IT7 TI SEAL LJ ( IN FEET ) IS ACCEPTABLE IF THE STOCKPILE WILL BE IN PLACE FOR NO MORE THAN 60 DAYS. "% ''`'"��: ,, 11 •.� T11 .- 9. IMPLEMENT DUST CONTROL PRACTICES AS APPROPRIATE ON ALL STOCKPILED MATERIAL. DI ': w; % �O - "'h .ram �0 F /'�1 inch = 40 ft. ` -1 , lJ 08155a P��' ( •_ MATERIAL STOCKPILE �'� �a `/ ` .l ��`ESS�O' N.T.S. 11 2, %.. Know what's L7ei0w. Call before you dig. '�-,- 1-800-272-4480 MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 8 OF 9 Y:1Key CwillPro;ects�2023123200..JMN Architecture--14300 Main Road_Matt:tucklDrawingstKey Civd123200".2024 07.19_SPP2_SPDES--RPZ.dwg i ,,�k, �sI 4"THICK CONIC.WALK 4000 io. ' PSI AT 28 DAY 4"CONC.SIDEWALK WITH ,•. '+ 6X6X6/6 W.W.F. `,� EXPANSION JOINT FILLER WHEN PITCH 1/4"I FT OR AOBE CONCRETE IS ADJACENT TO RETAINING WALLS,CURBWALL,OR p e � ,. BUILDING WALLS. . L ' ' '. (SEE EXPANSION JOINT DETAIL) Cie r 25 COMPACTED SUBGRADE(95%MIN ��\//%//\(\�/ /� / / ////i\/� 6"MIN COMPACTED 314" ? T � COMPACTION),MIN.6"OF SELECT GRANULAR CLEAN WASHED STONE OR FILL OR ACCEPTABLE EXISTING MATERIAL, APPROVED EQUAL AOBE. _X ... 7"MIN 1/4"RADIU o I�/IItIUCIC 118"PITC 7 MAX CONCRETE CURBS 4"CONIC.SIDEWALK WITH 6X6X6l6 W.W.F. 1(2"RADIUS c.* * ff 4I 1� ff TOWARDS 1., 8"&VARIES TO MATCH EXISTING (TYP.) a: PIT s B�j3L► 0$ CH 2/o(MAX.) I ROADWAY TOP OF ASPHALT WETLANDS =,`3 � BOUNDARY a `� \�/�\�/�\/� /\/ �\�/�\/��\/,\ � / / SECTION B-B TACK COAT = 2"THICK ASPHALTfIC CONCRETE SURFACE 1 PAVEMENT EXISTING ASPHALT COURSE(NYSDO-T TYPE 7 OR 7F TOP) r GRADE 4 6"M!N NYSDOT TYPE 2 SECTION A-A to d COMPACTED STONE 1/2" CAULKING , PAVEMENT TO REMAIN d G 4 B OR APPROVED EQUAL 1/4" IIIHIIIIIIIIHIII 8"THICK CRUSHED STONE/BASE NOTE d BUILDING A } F cv z A a ,:' .,• a COURSE NYSDOT TYPE 2 C ( ) w THE END OF CURB NOT ABUTTING ."— p c:.;:::,;•." <" ��. ,r 4 4 .•a ♦w o EXISTING CURB SHALL BE RAMPED DOWN > d•• - ' 112"x 4"PREMOULDELD EXPANSION °H `°' Map data 02024 Terms '. Report a map error ¢ TO ZERO HEIGHT REVEAL IN THE LAST 10' d VARIES of CONCRETE 114" i.:...: i::::" a 4 PITCH 2 0(MAX.) JOINT " .. ° c AT LOCATIONS FACING TRAFFIC. 4 d SEE PLAN. SIDEWALK a ff I; if 1 �. VICINITY MAP ..i :........:.:....._.:E ......_ _..: a oCOMPACTED 2'-0" 95/o STANDARD(PROCTOR EXPANSION JOI NT T DETAIL SUBBASE STABILIZED SOIL114 1+4"EXPANSION JOINT _.... „ XPANSICN JOINT EVERY 1 B 5 �.,. PROJECT DATA NTR L IN �. . --:::--:::--:� � ; I :�- ! �;�I_:�.I :.::,:,I TAIL CO 0 JO T EVERY 5 , _a W:::: 1;.- 1:— :... CONCRETE CURB DE -...•:I -:...:I :.....: ON-SITE CONCRETE CURB 7A ER DETAIL SKIP WHEREVER SEE DETAIL I —_ NYSDOT ITEM 609.04010510,TYPE VF•150 ' r j .:,. :........::....... .... I I I ( ) APPLICANTIOWNER ................ ROMAN CATHOLIC CHURCH OF THE SACRED HEART STANDARD DUTY PAVEMENT SECTION N.T.S. N.T.S. EXPANSION JOINT -SEE DETAIL) 1/2"RADIUS TOOLED JOINT 27835 MAIN ROAD P.O.BOX 926 (FOR USE ON-SITE) PLAN CONTROL JOINT DETAIL CUTCHOGUE,NY 11935 N.T.S. CONCRETE SIDEWALK DETAIL TAX MAP NUMBER..................... Dist.1000,Sect.114,Block 11,Lot 1 SITE AREA................................. 242,298.52 SF(5.5624 Acres) (FOR USE ON-SITE) N.T.S. CURRENT ZONING..................... RESIDENTIAL R-40&RESIDENTIAL OFFICE(RO) CURRENT USE........................... CHURCH PROPOSED USE......................... PARISH CENTER EXISTING FOOTPRINT............... 8,567 SF PROPOSED FOOTPRINT........... 8,508 SF(INCLUDING BUILDING CANOPY) COVERED ENTRY:273 SF GROSS FLOOR AREA................ LOWER LEVEL......................................2,020 SF (WITH AREA BREAKDOWN) ENTRY LEVEL.......................................8,508 SF 1/4"x 1/2"LG.PIN HD.BOLTS TOTAL...................................................10,528 SF COLOR RESERVED WITH NUTS&LOCK WASHERS LEGEND&BORDER GREEN(NON-REFLEC;TORIZED) 1I4"x 1l2"LG.PIN HD.BOLTS BACKGROUND WHITE(NON-REFLECZTORIZED) PARKING WITH NUTS&LOCK WASHERS PA.U.T.C.D."NO PARKING SYMBOL WHITE(NON-REFLEC;TORIZED) ANYTIME"SIGN BACKGROUND BLUE(NON•REFLECTfORIZED) P�1.U.T.C.D.'RESERVED BOLLARED MOUNTED-'NO PARKING P BACKGROUND R7.8) PARKING'SIGN (R7-8) PROPOSED CONCRETE LANDING TO MEET ANYTIME'SIGN(M.U.T.C.D.#R7-1,NO PAVEMENT FLUSH SLOPE 1.51a(2/o MAX.)IN BOLLARD MOUNTED-'RESERVE o 0 PARKING'&'VAN ACCESSIBLE' ARROW)) A NOTES ANY DIRECTION SIGNS(M.U.T.C.D.#R7-8&R7-8A) "WIDE PAINTED 1. ACCESSIBLE PARKING SIGN SHALL O (TYP.OF 2) STRIPE(BLUE) U.T.C.D.'VAN PROPOSED ACCESSIBLE CONCRETE RAMP O CONFORM WITH CURRENT FEDERAL, ACCESSIBLE'SIGN a o 7.5/o SLOPE(8.3/o MAX.)BROOM FINISH STATE,AND LOCAL CODES AND 'J N (R7-SA) RAMP SURFACE PERPENDICULAR TO o REGULATIONS. yj� SEE SITE PLAN o 2. VAN ACCESSIBLE SIGN SHALL CONFORM SLOPE PER ADA STANDARDS(TYP.) FOR ADDITIONAL o WITH CURRENT FEDERAL,STATE,AND ACCESSIBLE ;. . 0 o LOCAL CODES AND REGULATIONS. ' rr INFORMATION "1^JIDE PAINTED z o GALVANIZED U CHANNEL POST PROPOSED SIDEWALK 1.5o/a `s • 3. SIGN MOUNTING HEIGHT SHALL BE 60 TFO 0 45°• STRIPE(WHITE) O O INSTALLED IN 6"DIAMETER o o CROSS SLOPE(2%MAX.) .:r. / \ 0 24"MIN � 84 INCHES MEASURIEZ FROM GROUND o ��\� FLUSH CURB CONCRETE SONOTUBE. 3'MIN. '�+� — N �o, I w o SURFACE OF PARKING Sim-LS. ` GALVANIZED U CHANNEL > o EMBEDMENT DEPTH cD POST INSTALLED IN 6" PAINTED ACCESSIBLE o SYMBOL(TYP) I a o > DIAMETER CONCRETE C Q SONOTUBE.3'MIN. � o EMBEDMENT DEPTH 8'-0"--*-�+--8'-0"'--�-•-9'0"--►� o ROPOSED CURB 0 o f o NOTES NOTES: o �— 1. ON-SITE RAMPS MUST CONFORM TO SECTION 406 OF!CC/ANSI A114.1-2009. 1.CONTRACTOR TO APPLY 2 COATS OF PAINT o 2. SEE SITE PLAN FOR DIMENSIONS. 2 07/19/24 AM ISSUED TO TOWN PAINTED ACCESSIBLE & STANDARD STFRIPING AREA DETAIL NO PARKING ANYTIME SIGN ACCESSIBLE PARKING SIGN 1 05/14/24 DO REV PER CLIENT COMMENTS (FOR USE ON-SITE) (M.U.T.C.D.#R7.1,NO ARROW)(NYR#7-4) (M.U.T.C.D.#R7-8&R7.8A) ON-SITE ACCESSIBLE RAMP DETAIL - TYPE I N.T.S. NIO. DATE BY DESCRIPTION N.T.S. N.T.S. N.T.S. REVISIONS EAVY DUTY GRAY IRON(CL35)DRAINAGE STRUCTURE SETS BY EJ ROUND COVER SET MODEL No.:V1600-3 RG REVICPH2 CV UND ROUND GRATE SET MODEL No.:V3600-3 RG REV/CPH2 CV UND OR APPROVED EQUALS CONCRETE CHIMNEY OR BRICK ADJUSTMENT FINISHED GRADE � EE4 BLUE POINT ROAD, UNIT 2 ter' I HOLT2VILLE, NEW YORIC 1 1742 z ¢ "`�rrr" III AST IN PLACE UVIND)OWS 10"CONCRETE TOP TO (E 313 2 E 1-®5 24" - oo SUPPORT H-20 VEHICULAR AS REQUIRED. www.KeyC!vilEngineering.com 12"0 ADS N-12 PIP LOADING,4000 PSI AT 28 DAYS 2A O.D. ___- A o.D. a (PROJECT NAME a ® ® ® ® ® ® COLORED PLASTIC ROMAN CATHOLIC CHURCH OF THE SACRED ® ® ® ® ® ® RAINAGE RINGS SHALL BE WRAPPED L N WARNING TAPE HEART PROPOSED PARISH CENTER ® ® ® ® ® ® ELECT WITH GEOTEXTILE FILTER FABRIC ° __a DESCRIBING BURIED BACKFILL(95MPACTED%a PROCTOR) 14300 MAIN ROAD co UTILITY A MINIMUM BACKFILL UNDER,AROUND AN ® ® ® ® ® al ® m r , ° OF 12"BELOW MATTITUCK, NY 11952 TOP OF DRY'WELL WITH CLEAN ® ® ® ® ® U) ® 8" 5,_O" 8 FINISHED GRADE O.D./2MIN TOWN OF SOUTHOLD, COUNTY OF SUFFOLK GRANULAR GRAVEL AND SAND ® ® ® ® w1 ® DIST.: 1000, SECT.: 114, BLOCK: 11, LOT: 1 ®o® ® ® ® �1 ® Q CRUSHED STONE BASE OR NYSDEC B lID N® ® ® ® E USED WHEN LU �I ® PLAN PIPE ISCERTIFIINSTAL INSTALLED BETWEEN "&13' IDRAWING TITLE ~ � BELOW EXISTING SURFACE UNDISTURBED SUBGRADE ® ® ® ® ® ¢ co ® NOTES > 0 ELEVATION.WHEN PIPE IS INSTALLED / ® ® ® ® ® <1 0 1. MANHOLE TO BE IN ACCORDANCE WITH ASTM C-478 13 FEET BELOW EXISTING SURFACE ® ® ® ® ® �1 ® 2. CONCRETE 4000 PSI @ 28 DAYS. ELEVATION,STONE IS NOT REQUIRED. DETAIL SHE o O =0 3. REINFORCEMENT AS REQUIRED FOR H 20 LOADING 0 ® ® ® ® ® of EAVY DUTY GRAY IRRON(CL35) IF ROCK OR UNSTABLE MATERIAL ET / \ ® ® ® ® ® �) ® �� w DRAINAGE STRUCTUIIRE SET BY CAR4BELL S ENCOUNTERED EXCAVATE TO o FOUNDARY COMPAN1Y CURB INLET SET OBTAIN A STABLE BOTTOM uj w /j / ® ® ® ® ® ® MODEL No.:2617 OR APPROVED EQUAL MINIMUM DIMENSIONS FOR PIPE BEDDING ® ® ® CM ® ® / 12 k� -, PIPE DIAMETER A B (DATE: 05/03/2024 ® ® ® u� ® ® 3'-0"MIN (INCHES) (INCHES) (INCHES) 8" 2-6" 8 ROUT AROUND UPT018 12 6 SCALE: N.T.S. \\ ® ® ® ® ® ® ® ® ® ® ® ENTIRE PIPE PROJECT NUMBER: 23200 WARNING TAPE NOTES GROUNDWATER 9 z > 1 ___I DRAWING BY: AM 1. WARNING TAPE ABOVE ALL STORMWATER PIPING SHALL BE BLUE AND `' •' AST IN PLACE PIPE STATE"STORMINATER PIPE"OR APPROVED EQUAL. CHECKED BY: MP ". WINDOUVS AS REWIRED 2. WARNING TAPE ABOVE ALL SANITARY SEWER PIPING SHA•_L BE GREEN 16'-0"MIN.PENETRATION INTO A VIRGI AND STATE"SANITARY SEWER PIPE"OR APPROVED EQUAL." APPROVED BY: MP :STRATA OF SAND AND GRAVEL.REFER � ,000 P.S.I.CONCRETE TO SOIL BORING ON SHEET C-4 FOR /� 187�QU RE SEAL&SIGNATURE: [DETAILS ON APPROXIMATE DEPTHS OF ON-SITE DR ELL DETAILALTERATION CEPTBYALICETHIS �"CLEAN WASHED STORMWATER I SANITARY PIPE INSTALLATION DETAIL ,- �. Nr= DOCUMENT EXCEPT ENGINEER IS PROFESSIONAL E CTIO ER IS A EXCAVATION REQUIRED. (FOR USE ON-SITE) AGGREGATE(SIZE N40.57 / n" w }� �� VIOLA'ON OF SECTION 7209, N.T.S. SECTION A-A AS PER ASTM C-33) N.T.S. � � O SUB-DIVISION 2,OF THE NF_W VORK NOTE: e ee e n � \5`.� P \�G F ILOTTq STATE EDUCATION LAW 1) DESIGN COMPRESSIVE STRENGTH=4,000 P.S.I.@ 28 DAYS AASHTO H-20 LOADING 4 -0 X 2 - PRECAST CONCRETE CATCH BASIN ,� ,^s DRAWING No: tF 2) SEAL PIPE OPENINGS WITH NON-SHRINK GROUT (FOR USE ON-SITE) Cc 3) PROPOSED STROMWATER PIPING TO BE 15"DIA.CORRUGATED HDPE UNLESS NOTED. 1 N.T.S. r— NO 'UF�I((S E L�SEALE L'J 0315`10 Ec�,10, CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER OF RECORD FOR REVIEW PRIOR TO CONSTRUCTION FOR MARC PILOTT.A, P.E. PAGE No: ANY DETAIL NOT PROVIDED IN THIS PLAN SET. NEW YORK STATE PROFESSIONAL ENGINEER €(081558 9 OF 9 Y:1Key Civffrojects' 023123200.JMN Arclhitecture...14300 Main Road-_Ma%tuc'a1Draw:ngs\Key Civi11232002024.07.19..SPP2._SPDES.RPZ.dwg