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Home My WebLink About28742-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-29529 Date: 06/18/03 THIS CERTIFIES that the building Location of Property: 74500 MAIN RD (HOUSE NO.) County T~x Map No. 473889 Section 46 subdivision Filed Map No. STORAGE BUILDING GREENPORT (STREET) (HA~MLET) Block 1 Lot 2.3 Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 26, 2002 pursuant to which Building Permit No. 28742-Z dated SEPTEMBER 12, 2002 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 NEW 50' X 100' STORAGE BUILDING (#3) AS APPLIED FOR & AS PER CONDITIONS OF ZONING BOARD OF APPEALS & PLANNING BOARD. The certificate is issued to RIVERHEAD BUILDING SUPPLY CORP. (OWNER) of the aforesaid building. SUFFOLK CO~5~TY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 1124935 04/23/03 PLUMBERS CERTIFICATION DA'£~a3 N/A A'hornature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. (THIS BUILDING PERMIT PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 28742 Z Date SEPTEMBER 12, 2002 Permission is hereby granted to: BUILDING RIVERHEAD 1295 PULJ~SKI ST RIVERHEAD,NY 11901 for : CONSTRUCTION OF A NEW 50'X100' STORAGE BUILDING AS APPLIED FOR AND TO THE CONDITIONS OF PLANNING AND ZBA at premises located at 74500 MAIN RD County Tax Map No. 473889 Section 046 pursuant to application dated AUGUST Building Inspector to expire on MARCH GREENPORT Block 0001 Lot No. 002.003 26, 2002 and approved by the 12, 2004. Fee $ 1,400.00 Aut hori~ SignatUre ORIGINAL Rev. 5/8/02 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY : 2 I2003 This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation l¥om Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. Bo For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. New Construction: Location of Property: Old or Pre-existing Building: (check one) House No. Street Hamlet Owner or Owners ofProperty~'~t ~-I~D~'A,.D '~OIt..i~t~q Sl.3~,O~. ~-tI~1) Suffolk County Tax Map No 1000, Section Subdivision Permit No. Health Dept. Approval: Plmming Board Approval: Request for: Temporary Certificate Fee Submitted: $ Date of Permit Block Filed Map. Lot: Applicant Underwriters Approval: Final Certificate: ¥~ (check one) Applicant Signature BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by POLLARI ELECTRIC INC. * RIVERHEAD BUILDING SUF ~YY#3 ) 484 SUNRISE HIGHWAY 74500 ROUTE 25 MAIN STRE W. BABYLON, NY 11704, GREENPORT, NY 1 i 944 Located at 74500 ROUTe. 25 MAIN STRE EENPORT, ['dY 11944 Application Number: 1124935 Certificate Number: 1124935 Section: Block: Lot: Building Permit: BDC: NS37 Described as a Conmaercial occupancy, wherein the premises electrical system consisting and wiring, described below, located in/on the premises at: electrical devices First Floor, material storage, Outside, was inspected in accordance with the National Electrical Code and the detail of the installation, as set forth below, was found to be in compliance therewith on the 28th Day of April, 2003. Name QTY Rate Rating Circuit Type Alarm and Emergency Equipment Emergency Light 2 0 Exit Light 2 0 Appliances and Accessories Pump/Motor 1 0 1 H.P. Panels 1 200 12 1 100 7 Transformers 1 15 Wiring and Devices Switch 3 0 General Purpose Fixture 13 0 Incandescent Receptacle 2 Purpose 0 General Service 3 Phase 4W Service Rating 200 Amperes Service Disconnect: 1 200 cb seal Meters: 1 1 of 1 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. DONALD A. DENIS Aquebogue Square 508 Route 25/P.O Box 565 Aquebogue, New York 11931 (631) 722-3511 FAX:(631)722 3859 2? Donald A. Denis, AJ.A. Frederick R Weber, R.A. September 17, 2002 Town of Southold Building Dept. Att: Mr. Mike Verity Main Road Southold, NY 11971 Fax: 765-9502 RIVERHEAD BUILDING SUPPL Y- GREENPORT YARD PHASING AND LOT COVERAGE MAIN ROAD, GREENPORT Dear Mr. Verity: The Riverhead Building Supply Corp. is renovating and expanding their facility in Greenport for which they have received Site Plan approval. The Site Plan indicates that three new buildings will be constructed. There are currently two existing buildings on the site. In an attempt to keep the business operational, the project will be "phased". The first phase will involve the construction of the two rear buildings, Building 2 and Building 3, as well as the demolition of the mar storage rack portion of the existing main building (approximately 2620 s.f.). At the end of Phase I the lot coverage will be 16.2%. The second phase would involve the demotion of the two existing buildings, as well as the construction of the front building, Building 1. At the end of Phase II the lot coverage would be 16.7% . As a further note, demolition permits will be obtained for the demolition of all buildings. If you have any other questions on this matter, please call our office. FW:dmh cc: Mr. Rich Case Fax - 727-4180 - APPEALS BOARD MEMBERS Gerard P. Goehringer, Chairman Lydia A. Tortora George Horning Ruth D. Oliva Vincent Orlando ~%~~i~ ~' [ [~ ~ Sotttl~old Town Hall ~'J~[~{~[._.~ ............ 3309t Main Road ~ ~/~ ~::':;;~ '~'~ P'OIB°xl179 }~.~~~2' ~'~--~::~~ York 11971-0959 ~~~ ZBA Fax (631) 765-9064 ~4 ~ ~ Telephone (631) 765-1809 ~ http://southoldtow n.north fork.net BOARD OF APPE~S TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF MAY ~6, 2002 Appl. No. 5114 - RIVERHEAD BUILDING SUPPLY Property Location: 74500 Main Road, Greenport; Date of Public Hearing: May 16, 2002 46.-1-2.1 and 1 BASIS OF APPEAL: Building Inspector's Notice of Disapproval dated February 20, 2002, denying a permit to (a) construct and locate a new building (No.1) with more than 60 linear feet of frontage on one street, (b) construct and locate a new building (No.2) with more than 60 linear feet of frontage on one street, ref. Section 100-133C, and (c) to construct and locate off street parking at less than the required 50 foot minimum to the street and lot lines pursuant to Section 100-131C (9). AREA VARIANCE REQUESTED:. Applicant is requesting the board to reverse the building inspector's determination that a variance is required for the proposed 115-foot width of building No. I because under prior Appeal No. 4547, dated June 23, 1998, the board granted a vadance to construct a 115-foot wide building in almost the identical location. Applicant is requesting the board to reverse the building inspector's determination that a variance is required for the proposed 91-foot width of building No. 2 because the building does not have frontage on a street, and is located behind building No. I more than 300 feet from the Main Road. Applicant is also requesting the board the lift the condition imposed under prior Appeal No 4527, dated June 23, 1998 with respect to off street parking and loading, or the reverse the building inspector's determination. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on May 16, 2002 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: 1. (PROPERTY FACTS) The subject property consists of a total of 5.9 acres and is located on the south side of Main Road in Greenport. The property is zoned LIO (Light Industrial Office) and is located in a neighborhood that is commercially developed. The site plan, prepared by Donald Alan Denis, Architect, dated August 21, 2001, last amended December 18, 2001, shows plans to demolish the existing building and construct a 14,100 sq. ft. retail/office warehouse with a width of 115 feet facing the Main Road. This building, No. 1 would be set back 110 feet from the Main Road, with customer parking in front of the building and a 25-foot buffer zone between the parking area and the Main Road. Building No. 2 is proposed for the drive-through operation of the lumber yard. It is 23,660 sq. ft. with a proposed width of 91 feet. Building No. 2 is located 70 feet behind building No I and more than 300 feet from the Main Road. The site plan also shows a 5,000 sq. ft. warehouse building. Page 2 - May 16, 2002 ZB Appl. No. 5114 - Riverhead Building Supply 46.-1-1, 2.1 at Greenport 2. In reviewing the revised plan, the board finds that it is not substantially different than the plan which was reviewed by the board and granted variances under Appeal No. 4547. Instead of one large building of 53,425 sq. ft., the applicant has reduced the size of the principal building to 14,100 sq. ft., and created a separate 23,660 sq. ft. building in the rear of the principal building for the drive-through operation of the business, and a 5,000 sq. ft. warehouse building. 3. The 115-foot proposed width of building No.1 is identical to the width variance granted by the board under Appeal No. 4547. The board notes that the prior variance was granted on condition that the applicant maintain a minimum 110 foot set back from Main Road in order to provide additional landscape buffer, which the applicant's have complied with. Since neither the 115 foot width of the building nor the minimum 110 foot conditioned set back to the Main Road have changed, no further vadance is required for building No. 1. 4. With respect to building No.2, the building inspector states that the proposed construction is not permitted pursuant to Article XIII, Section 100-133C on the grounds that the building has "linear frontage of 91 feet." The code provision specifically states that, "a project shall be divided into separate structures so that no sin,qle structure shall more than sixty (60) linear feet of fronta,qe on one (1) street." The building (No. 2) in question does not have frontage on one street. It is to be located 70 feet behind building No. I and more than 300 feet from the Main Road. The board believes a clear reading of the provision indicates that it was intended to prevent the strip mall effect of one or many excessively wide structures facing the street. In this instance, the code provision is not applicable because the building does not have linear frontage on a street. 5. With respect to off-street parking and loading requirements pursuant to Article XIII, Section 100-131, C (9). The board notes that the location of the parking and loading areas were worked out with the Planning Board dudng its site plan review of the project after the Board of Appeals granted its approval under Appeal No. 4547, which included a condition #3, that off-street parking areas comply with 100-131. In reviewing the amended site plan, the board finds that compliance with this condition is neither practical, nor would it in any way improve the layout or design of the plan, or serve any useful purpose. BOARD RESOLUTION: For the reasons stated above and, on the basis of testimony presented, materials submitted, the board makes the following determinations: Now, on motion by Member Tot[ora, seconded by Chairman Goehringer, it was RESOLVED, to REVERSE the Building Inspector's February 20, 2002 determination that Building No. 1 requires a variance pursuant to Article XIII, Section 100-133C because such variance was granted under prior Appeal No 4527, dated June 23, 1998. BE tT FURTHER RESOLVED to REVERSE the Building Inspector's February 20, 2002 determination that Building No 2 requires a vadance pursuant to Article XIII, Section 100-133C because such building does not have frontage on a street and the provision is not applicable to this structure. ~Page 3 - May 16, 2002 ZB Appl. No. 5114 - Riverhead Building Supply 46.-1-1,2.1 at Greenport BE IT FURTHER RESOLVED to LIFT ZBA CONDITION No. 3, imposed under prior Appeal No. 4527, dated June 23, 1998 with respect to off-street parking and loading requirements pursuant to Article XIII, Section 100-131C (9), because such condition is contrary to, and in conflict with, the overall revised site plan elements, which have been reviewed by the Planning Board, who have recommended approval of this project. Vote of the Board: Ayes: Members Goehringer (C~ortor~, Ho.,[l~!.,OIl-~d~ (Member Olive was absent due to illness.)This ~qOlution was d~a~~~J / .~rardP. Goo ri g ,C ' / /' June 8, 2002 / REPORT OF CONCRETE INSPECTION AND TESTING Petrocelli Construction, 100 Comac Street, Ronkonkoma, NY 11779 SOIL MECHANICS - 3770 MERRICK ROAD · SEAFORD. LI., NEW YORK 11783 (516) ~?~1-23331 °' ~ ~ ~.~ REPORT NO.: 5 a~endbd, ~ ~ ~ ~o~.o.: 02-739 s~8.o: 4937 ;~' Riverhead Building Supply, Route # 58, Greenport, NY J. Petrocelli SREET: I OF I DATE OE INSPECTION: WEATHER: AIR TEMP.: 11/12 & 11/15/02 co.c.~wc ~c~c~: AGGREGATE GRADATION Suffolk Cement Cumulative Per Cent Finer FINE AGGREGATE COARSE AGGREGATE BATCH PLANT INSPECTION ~ #4 BATCH WEIGHTS - LB/Cy SO~JRCE A.ND T~ SPECIFIED CONCRETE ~SSIVE ~ ~c~ 3000 ~ CDBIC YARDS ~,~x*ru~ 22.5 on 11/12& 17on11/1~ MOISTURE MOISTURE FIELD INSPECTION Foundation walls building # 2 124216 5.0 - - - 7 2016 Foundation walls north and west 124217 28 3024 side 1~4218 28 3077 124219 4.0 7 1963 Foundation wall east side 124220 28 3059 124221 28 3042 *Controlled inspection was not performed by Soil Mechanics"Client* PLANT INSPECTOR FIELD INSPECTOR SOIL MECHANICS NEW YORK 11783 ~516] 221-2333 3770 MERRICK ROAD - SEAFORD. L ~ . ~ ~, REPORT OF CONCRETE INSPECTION AND TESTING JO8 NO Petrocelli Construction. 100 Comac Street. Ronkonkoma. NY 11779 SHEET: Riverhead Buildin~l supply, Route # 58, Greenport, NY J. Petrocelli DATE OF INSPECTION: WEATHER: AIR TEMP: 02-739 s~8.o ~. ' · ~ 4922~i 1 OF 1 11/20/02 CO,c~rE,'~UCE, AGGREGATE GRADATION Suffolk Cement Cumulatk. e Per Cent Finer FINE AGGREGATE COARSE AGGREGATE BATCH PLANT INSPECTION BATCH WEIGHTS - LB/CY SO~JRCE AND TYPE SPECIFIED CONCRETE COMPRESSIVE FIELD INSPECTION LOCATION OF CONCRE~ PLACEMENT: 12" slab on grade 32822 5.0 - 62 - 7 2918 North wa. st section (100') ~ interior 32823 7 2882 west wall slab on ~lrade w/vapor 3282.4 28 4050 barrier 32825 28 4138 Maureen Dowd PLANT INSPECTOR FIELD INSPECTOR SOIL MECHANICS 3770 MERRICK ROAD · SEAFORD, LI, NEW YORK 11783 · (516] 221-2333 New York City License No 28 REPORT NO,: 7 REPORT OF CONCRETE INSPECTION AND TESTING Petrocelli Construction, 100 Comac Street, Ronkonkoma, NY 11779 Riverhead Building Supply, Route # 58, Greenport, NY J. PetrocellJ 02-739 SM LAe RO 4938 1 SHEET: 1 OF DATE OF INSPECTION: I 1/21/02 WF-ATHER: AIR TEMP.: C~NCI~:TE PRCOUCER: AGGREGATE GRADATION Suffolk Cement Cumulative Per Cent Finer FINE AGGREGATE COARSE AGGREGATE BATCH PLANT INSPECTION FIELD INSPECTION East wall north end slab and south wall SLUMP TEMP. CONC COMPRESSIVE SEAL NO. INCHES AIR% ~) UNIT WEIGHT P.C.F, AGE DAYS STRENGTH p.S.I SPECIFIC LO('~TION REPRESENTED BY TEST CYUNDERS 124222 4.0 - - - 7 2829 East wall norl~ end slab buildin~ # 2 124223 28 4085 124224 28 4209 124225 5,0 7 2865 South wall building # 2 124226 28 3979 124227 28 3997 *Controlled inspection was not performed by Soil Mechanics*Client* PLANT INSPECTOR FIELD INSPECTOR SOIL MECHANICS 3770 MERRICK ROAD · SEAFORD, El., NEW YORK 11783 · [516) 221-2333 New York City License No 28 REPORT NO.: 8 REPORT OF CONCRETE INSPECTION AND TESTING JOe HO.: 02-739 S~ ~B .o 5022 Pe~rocelli Construction, 100 Comac Street, Ronkonkoma, NY 11T79 SHEET: I OF 1 Riverhead Building Supply, Route # 58, Greenport, NY DATE OF INSPECTION: WE. ATNER: AIR TEMP,: 11/23 & 11/26 J. Petrocelli cc.c~ ~oo~c~ AGGREGATE GRADATION Suffolk Cement Cumulative Per Cent Finer FINE AGGREGATE COARSE AGGREGATE BATCH PLANT INSPECTION ~- FIELD INSPECTION North slab on north wall and center pier and east and west slab on wall SEAL NO. INCHES AJR% {~ uNrr WI~IGHT P.C.F. AGE OAY~ ~'TRENGTH P.$.I. .~ECtFiC LOCATION REPRESEhri'ED BY TEST CYMNDERS 124298 5.0 -- -- -- 7 3024 North slab on top of north wall on 124299 28 4120 buildin~ ~ 124300 28 4138 124228 4.0 -- -- -- 7 3218 Center slab on east and west walls. 124229 28 4280 Buildin~ #2 124230 28 4333 124231 3.5 -- -- -- 7 3272 Center pier north end 124232i 28 4386 124233 28 4368 REMARKS: *Controlled inspection was not performed by Soil Mechanics*Client* pLANT INSPECTOR FIELD INSPECTOR SOIL MECHANICS 3770 MERRICK ROAD · SEAFORD. L.I, NEW YORK 11783 · ~516l 221-2333 New Yor~ Ci~ License No. 28 RE~RT NO.: ~ REPORT OF CONCRETE INSPECTION AND TESTING JoB NO.: 02-739 SM LAB NO 5027 Petrocelli Construction, 100 Comac Street, Ronkonkoma, NY 11779 SHEET: 1 OF I Riverhead Buildin9 Supply, Route # 58, Greenport, NY DATE OF INSPECTION: WEATHER: AIR TEMP.: 11/30/02 J. Petroce{li C(~C"~E p~X~.: AGGREGATE GRADATION Nicolia Read~/Mix Cumu~Uve per Cent Finer FINE AGGREGATE COARSE AGGREGATE BATCH PLANT INSPECTION ~- FIELD INSPECTION Slab east wall SE~I_ .O. Ik~HE$ AJR% (~ UNrr W~IGHT P C.F, AGE DAYS S33~ENGll~ p.s.I SP~C~{C LOCAI'i~N REPRESEN]~O B~' TES? CYUND~R$ 124234 5.0 -- -- -- 7 3218 'Slab on east wall building 124235 28, 4297 124236 28, 4262 *Controlled inspection was not performed by Soil Mechanics*Client' pLANT INSPECTOR FIELD INSPECTOR SOIL MECHANICS 3770 MERRICK ROAO ° SEAFORD, L.I., NEW YORK 11763 · [516) 221-2333 New York City License No. 28 REPORT NO.: 10 REPORT OF CONCRETE INSPECTION AND TESTING Petrocelli Construction, 100 Comac Street, Ronkonkoma, NY 11779 Riverhead Building Supply, Route # 58, Greenport, NY J. Petrocelli JOB NO.: 02-739 SM LAB .O 5065 1 SHEET: I OF DATE OF INSPECTION: 12/02/02 cc~c.~ ~oouc~.: AGGREGATE GRADATION Nicolia Read~/Mix Cumulative Per Cent Finer FINE AGGREGATE COARSE AGGREGATE BATCH PLANT INSPECTION ~- FIELD INSPECTION Slab building SLU~ rEM.. CO.C. CO~SS~ SEALNO, INCHES AIR% (~) UNITINEIC-HTP.C,F. AGE DAY~ ~NO~4 P.$.ISPECIFIC LOCAT~N REPRESIS*~q"ED BY TEST C~3JNDERS 124237 4.0 -- - - 7 3325 Northeast slab on building ¢1¢2 12423~ 28 4368 124239 28 4421 124240 3.5 -- -- -- 7 3448 Northeast slab on building ~r2 124241 28 4492 124242, 28 4474 124243 3.0 -- -- -- 7 3289 Slab on west wall on the south end 12424, 28 4297 12424~ 28 4386 *Controlled inspection was not performed by Soil Mechanics' Client* PLANT INSPECTOR FIELD INSPECTOR SOIL MECHANICS 3770 MERRICK ROAD · SEAFORD, L.I., NEW YORK 1178:3 · (516) 221-2333 New York City License No 28 REPORT NO: 1 1 REPORT OF CONCRETE INSPECTION AND TESTING Petrocelli Construction, 100 Comac Street. Ronkonkoma, NY 11779 Riverhead Building Supply, Route # 58, Greenport, NY J. Petroce[li JOB NO: 02-739 SM LAB NO. 5107 1 SHEET: 1 OF DATE OF ~"SPECTION: 12-/4 & 12/5/02 WEATHER: ,AIR TEMP.: CCt,~E'm .RCOUC~R: AGGREGATE GRADATION Suffolk Cement Cumulative Per Cent Finer FINE AGGREGATE COARSE AGGREGATE BATCH PLANT INSPECTION FIELD INSPECTION LOCATION OF CONCRETE PI~ACEMENT: Center pier and trench drain north end slum T~M. CONC I C(;~.ESS~ SEAt_NO INCHES AJR% O UNIT WEIG, HT P.C.F. A~ S~ P. 5* S~ L~ R~E~ ~ ~ ~.~RS 124246 3.0 -- - - 7 2953 Last 40' ~nter pier no~ s~e and 124247 28 4138 trench drain no~ side 12424a 28 4191 12424~ 3.0 -- ~ ~ 7 3024 Center pier south end of buildin~ ~2 124250 28 4032 124251 28 4085 REMARKS: *Controlled inspection was not performed by Soil MechaniCs* Client* PLANT INSPECTOR FIELD INSPECTOR SOIL MECHANICS 3770 MERRICK ROAD · SEAFORD, L.I., NEW YORK 11783 · [516) 221-2333 New York Cib/ License No 28 REPORT NO.: 12 REPORT OF CONCRETE INSPECTION AND TESTING Jo~.o.: 02-739 SM ~ NO. 5108 C~JENT Petrocelli Consbucflon, 100 Comac Street, Ronkonkoma, NY 11779 SHEET: I OF I Riverhead Building Supply, Route # 58, Greenport, NY DATE OF INSPECTION: VVF_ATHER: AIR TEMP.: 12/07/02 J. Petrocelli co.c~-~ ~c<x~m: AGGREGATE GRADATION Nicolia Ready Mix Cumulative Per Cent Finer FINE AGGREGATE COARSE AGGREGATE BATCH PLANT INSPECTION ~- #4 FIELD INSPECTION 20' south foundation wall building #2 SEN. NO. INCHES AIR% 0 UNIT Vil~ P.C.F. AGE OAYS nRI~NGlrR P.S.L S~--C~C LOC~llON F. PRESENll(D BY TEST CYUNF. RS 124252 5.0 -- -- -- 7 3378 20' south foundation wall buildin~l ~r2 124253 28 4368 124254 28 4457 *Controlled inspection was not performed by Soil Mechanics*Client* pLANT INSPECTOR FIELD INSPECTOR SOIL MECHANICS ! 3770 MERRCK ROAD · SEAFORD, LJ NEW YORK 11783 · (516J 221-23, New York City License No. 28 REPORT NO: 13 REPORT OF CONCRETE INSPECTION AND TESTING JOB NO.: Petrocelli Construction, 100 Comac Street, Ronkonkoma, NY 11779 SHEET: Riverhead Buildin~l supply, Route # 58, GreenDort, NY DATE OF INSPECTION: WEATHER: J. Petrocelli J. PE'rROCELLI 02-739 s~ LAS.O 5109 I OF I 12/10~02 CC.C.E~ P~OOUC~. AGGREGATE GRADATION Suffolk Cement Cumulative Per Cent Finer FINE AGGREGATE COARSE AGGREGATE BATCH PLANT INSPECTION ~- FIELD INSPECTION Slab building #2 124255 5.0 -- - - 7 3218 South slab on foundation wall 124256 28 4227 124257 28 4174 *Controlled inspection was not performed by Soil Mechanics*Client* PLANT INSPECTOR FIELD INSPECTOR G COl SOIl.. I iECH ]ICS 3770 MERRICK ROAD · SEAFORD, LI., NEW YORK 11783 · [516J 221-2333 New Yor~ C~ License No. 28 REPORT NO: 14 amended REPORT OF CONCRETE INSPECTION AND TESTING CUENT: Petrocelli Construction, 100 Comac Street, Ronkonkoma, NY 117'79 Riverhead Buildin~ supply, Route # 58, Greenport, NY JOB NO; 02-739 SM U~B NO 5242 SHEET: 1 DATE OF INSPECTION: WEATHER: AIR TEMP: J. Petrocelli ,' ' CO~E ~OC.~.: AGGREGA3"E GRADATIO~ ' Suffolk Cement Cumulative Per Cent Finer FINE AGGREGATE COARSE AGGREGATE BATCH PLANT INSPECTION ~ ~'~"TUR~ (12- 17) 19:yards MOrSTURE MOfSTLIRE FIELD INSPECTION · Slab building #2 124258 4.0 -- - - 7 3307 Trench drain south east cor~er buildin~l 124259 28 4368 ~ 124260 28 4403 *Controlled inspeCtion ~was not performed by Soil MechaniCS*client, ~l pLANT INSPECTOR FIELD INSPECTOR NG COl SOIL MECHANICS 3770 MERRICK ROAD · SEAEORD. L.I.. NEW YORK 117B3 · 1516~ 221-2333 New York City License No. 28 REPORT NO 15 amended REPORT OF CONCRETE INSPECTION AND TEST!NG CUENT: Petrocelli Construction, 100 Comac Street, Ronkonkoma. NY 11779 Riverhead Building Supply, Route # 58, Greenport, NY joB.o.: 02-739 s~ ~B NO 5243 SHEET: DATE OF INSPEC~ON WEATHER AIR TEMP 1 12/18,1; J. Petrocelli ! ' ' ~ ' Nicolia Ready Mix Cumulative Per Cent Finer FINE AGGREGATE COARSE AGGREGATE BATCH PLANT INSPECTION CUBIC YAI~DS ,,m~DCrURE 34 yds (12-18) 70 yds (12-19) MOISTURE VlOISTURE FIELD INSPECTION LOCAT/ON OF CONCRETE pLACEMENT: Slab building #2 124261 3.8 -- -- -- 7 3165 South west comer 6" slab buildin~ 124262 28 4191 #2 124263 281 4244 124264 4.0 .--, -- -- 7 3272 South west slab buildin~l #2 124265 28 124266 28 124267 4.5 -- -- -- 7 3201 North east slab center building7 #2 124268 28 124269 28 *Controlled inspection ~vas not performed by Soil Mechanics* C.l!eqt* pLANT INSPECTOR FIELD INSPECTOR I~ew York City License No. 28 ~ Petrocelli Consfl'ucfion, 100 Comac Street, Ronkonkoma, NY 11779 SHEET: 1 OF Rivemead Building Supply, Route # 58, Greenport, NY J. Peb'ocelli DATE OF INSPI:C110N: 12/21/02 WIF. ATHER: AIR TEMP.: co.c~rm PR~OC.;a~ AGGREGATE GRADATION Suffolk Cement Cumulative Per Cent Finer FINE AGGREGATE COARSE AGGREGATE BATCH PLANT INSPECTION · ~Mucru~ (12-21) 4~ ya~l~$ MOI~F~RE FIELD INSPECTION Slab building 124270 3.5 -- -- -- 7 2847 6" slab north west comer 124271 28 4085 124272 28 4103 REMARKS: *Controlled inspection was not performed by Soil MechaniCS*client. ~ PLANT INSPECTOR FIELD INSPECTOR O CO! SOIL MECHANICS 3770 MERRfCK ROAD · SEAFORD, L.I.. NEW YORK 11783 1518} 221-2~ New York City License No. 28 REPORT NO.: 17 REPORT OF CONCRETE INSPECTION AND TESTING Petrocelii ConstnmtJon, 100 Comac Sheet Ronkonkorna, NY 11779 Riverhead Buildin0 supply, Route # 58, Greenport, NY J. Petrocelli Joe ~o.: 02-739 ._E_TR suE~: I OF I DATE OF ~NSPECT~O~: 12/23/02 WEATHER: AIR TEMP.: ~ moc~ce~ AGGREGATE GRADATION Suffolk Cement CumulaUve Per Cent Finer FINE AGGREGATE COARSE AGGREGATE BATCH PLANT INSPECTION ~- =mm ~ resultS) 40O0 :OAR.SE AC, C-4~llE CUIDIC YAI~D~ l~i)O Ao~m(n~FE 57 yards maO~'lJ~ ~40~S'n~E FIELD INSPECTION Slab building ft'2 124273 3.8 -- -- -- 7 3183 Southeast slab buildin0 ~r2 12427~1 28 4230 124275 28 4280 *Controlled inspection was not performed by Soil Mechanics"Client* pLANT INSPECTOR FIELD iNSPECTOR New Yor~ C~ license No. 28 REPORT NO.: 18 REPORT OF CONCRETE INSPECTION AND TESTING. ~cs NO.: 02-739 petrocetli Construction, 100 Comec Street, Ronkonkoma, NY 11779 s~E'r: 1 Riverhead Building Supply, Route # 58, Greenport, NY J. Petrocelli DATE OE INSPECTION: WEATHER: 12/24/02 ~3epH~d J. PETROCELLI r~ NO. 5262 OF 1 CO~C~TE ~c.~m: AGGREGATE GRADATION Nicolia Ready Mix Cumulative Per Cent Finer FINE A~-~REGATE COARSE A~GP, E~ TE BATCH PLANT INSPECTION ~ Com~'e :~1~ ,kGGREC.~TI~ resu~) 4000 Slab building FIELD INSPECTION 124276 3.5 -- -- -- 7 3378 Center slab bui~in~ #2 124277 2e 4368 124278 28 4421 *Controlled inspection was not performed by Soil MechaniCs*Client. ~N~ PLANT INSPECTOR FIELD INSPECTOR I COl IBL.~ND B'I'I~IIGTIIRE:B E:N~-INE:I~II~IN~-. (6'~ ! ) 66g-1Sgg FAX May l5, 2003 J. Petrocelli Comra~in~ Inc. 100 Goma~ Stre~ Ronkonkoma, New York 11779 Attention: Mr, Jerome Petrocelli Subject: Final Inspection of Building itl (BP 28743Z) and Building ~3 (BP 28742Z) for Riverheed Building Supply, Crreenpon Yard Dear Mr. Petrocelli: The undersisaed ha~ p~formed an impectinn o£th~ rah]eot structures and has found ~h~t the construction is in conformance with the plans submitted and approved for permitting by the Town of Southold Building D~par~ent. This c~rtification covers th~ following.general work, m included on thc plans prepared by Islsnd Structures for t2~ projm: Building ~2 (BP 28743Z): · Foundations and slabs Building #3 (BP 38742Z) · Foundafiom and slabs · Metal Imildin~ ~mm Please feel frce to can,act the ~,La~r~igned if you have any questions or require additional information. Very truly yours, ISLA.N'D STRUCTUR.ES BN~INt/ER~, PC William R. $chlumpf, PB President RIVERHEAI BUILDING SUPPLYo0 1093 Pulaski Street, Riverhead, NY 11901 Sales: Phone 727-3650 Fax 727-7713 Office: Phone 727-0285 Fax 727-4180 2003 May 16, 2003 Town of Southold Planning Board ATTN: Bruno Semon, Sr.. Site Plan Reviewer PO Box 1179 Southold, N.Y. 11971-0959 RE: Site lighting at New Greenport Complex .In au attempt to ease the concerns of our Greenport neighbors in respect to the site lighting at our new Greenport complex, we intend to make the following adjustments. 1.) We will adjust downward the two 400 W high pressure sodium flood fixtures on the southwest comer of building #3 and the two like fixtures on the south wall of Building #2. The 250 W down light on the southeast corner of building #3 should be no problem. 2.) All exterior fixtures on Building #2 and #3 will be put on timer switches so that they can be set to go off at a reasonable evening hour, and off' completely on weekends. Our intent for these lights is for use during working hours to provide a safe working enviromnent. 3.) The pole mouuted 400 W flood lights, which are yet to be installed, will be operated by photo cell and remain on lbr security lighting. All of these lights will be directed inward toward the site. We feel these measures should ease all reasonable concerns. These adjustments have already been implemented, bowever, some of the items will require rewiring and may take a week or two to complete. p~eo8 ~u!uu~ld UAAOI ploq~nos Sincerely, Richard E. Case Riverhead Bldg Supply DATE REVIEWED: ~ /,~ DATE SUBMITTED: ,~ BUILDING PERMIT EXAMINER CHECK LIST ~ ' ~ SUBDIVISION: ~1~ PROJECT DESC~TION: ~~ ESTmATED PROJECT COST:~ ~ ~CHITECT/~ER: ~ FAST T~CK?~ S~GLE & SEP~TE CERTWlCATION-~Q~D? ~o NOTES: LOTS40,000SF 10024 ~ttecogni6on(CRiXATED eforeJ e30 98.3),~N~KSZE~OTSFRON JhN1997 00-25~%~ger(Ancmconfomfingatanytimeafle ZONm~D~STmCT: ~.o. ~TCONFORb~a?'~~f~~~ ~Q. LOT S2n: !_~,..~ ~CT. tOT S~~ ~Q. LOT COY. ~ ~ ~ ~CT. LOT CO~~._ ~Q. FRONT ~ PROP. FRONT ~ ~Q S~E~]~ ACT. S~E / ~ ~Q. ~ ~ ~ PROP. ~ ~ ~Q. HEIGHT PROP. HEIGHT~ WATER FRONT? x~. DESCRIPTION: PANEL #: 1":}6 FLOOD ZONE: ,X, ~ APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or<l~ (BED #): TOWN SEPTIC RECEIPT: Y or~D NEW YORK STATE DEC: em~-~Ec 9~/?$ YES or ~ SOUTHOLD TOWN TRUSTEES: YES or ~ TOWN ZONING BOARD APPROVAL: YES or ~ TOWN PLAN. BOARD APPROVAL: YES or NO TOWN HISTORICAL PRE (SPLIA): YES or ~ DTE: / / PERMIT #:RI0- NYS ENERGY: YES ORI~ : __ EGRESS (18 H min.? 4 sq total) '~,, .VENT (SQ. FT. x 4%) BUll,DING PERMITS OPEN/EXPIRED: BP -Z / C/0 Z- HAVE PRE CO'S~: Y OR N BP -Z / C/0 Z- FEE STP. AT1ON F1RST FLOOR: SECOND FLOOR: OTHER_: TOTAL: 2. ( _SF)- ( SF): SF X $ =$ +$ +$ = $ $ep;12-02 09:50A p~ {631) 722-3859 P.03 DONALD A. DENIS .R..lyERHEAD BUILDING SUPPLY GREENPORT YARD BUILDING 1: Occupancy: Hazard: Construction Type: Height: Fire Area: Distance Separation: C2 Mercantile Moderate 2B (Non-combustible) i Story. 14,100 S.F~ (Table VI-705:15,000 S.F. max.) 10' (min. required) HUILDING 2: ~2d:ancy: C4.2 (Storage-Moderate Hazard) Moderate ("Lumber storage without facilities for producing chips Ar or dust'~ struction Type: 2B (Non-combustible) ht: ] ~Story ea: 23,660 S.F. (Table VI-705:15,000 S.F. max.) ase in Fire Area: Accessibiliw,~.,3 sides (north/south/east): 75% increase = 261250 S.F. tance Separation: 10 (min. required) ' C4.2 (Storage-Moderate Ha?ard) Moderate ("Lumber storage without facilities for producing chips 7 or dust") ction Type:2B (Non-combustible) 1 Story .- 5,000 S.F. (Table VI-705:15,000 S.F. max.) b,,Dlstance Separation: 10' (min. required) 765-1802 BUILDING DEPT. INSPECTION ~--FO~UNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION2ND [ ]INSULATION ] FRAMING [ ] FINAL ] FIREPLACE.& CHIMNEY ~:~ REMARKS. ~_~~~~~ ~ ~~ 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION2ND [ ] INSULATION [ ] FRAMING [ ] FINAL ] FIREPLACE & CHIMNEY 765-1802 BUILDING DEPT. NSPECTION [ ] INDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: ~/~/.~ ~ 765-1802 BUILDING DEPT. ~~IS~ PECTION i~O~uNDDAA;IioO: 12~ i ]] iRNOsUtHLAT:Ltt' [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY . RE RKS. 765-:1,802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [/~I4~ULATION [ ] FRAMING [ ] FINAL [ ] FIREPL~~CHIM~Y~ REMARKS ~///-'/~ ~ 765-1~02 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION2ND [ ] INSULATION [ ] FRAMING [ ] FINAL ] FIREPLACE & CHIMNEY DATE INSPECT~ 765-1802 BUILDING DEPT. SPECTION [ ] FRAMING [ ] FINAL [ ] FIREPLAC~.~& CH~I,,MNEY RE/~/ARKS: ~ FIELD INSPECTION REPORT [ DATE COMMENTS ...................................... ' / -~ ~. 2~ff~ ~ ~ ~ ~S~ATION P~ N. Y. STATE ENERGY CODE ~D~ON~ COUNTS TOWN OF SOUTHOLD BUILDING DEt~ARTMENT TOWlq H.SJ~L SOUTHOI~D, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined~. _' Approved ~,.~*~ · /2- Disapproved a/c 20 20 o~.-- Expiration.~.~ /..9... , 20 ~)¢ PERMIT NO. ~ ~ 7¢~ ~' BUILDING PERMIT APPLICA~[[ON CHECKLIST Do you have or need the following, before applying? Board of Health 3 sets of Building Plans Planning Board approval Survey_ Check Septic Form N.Y.S.D.E.C. Trustees Contact: Mail to: Phone: Building I~ector t¢ aPPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS AUGUST 26 ,20 02 a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit. shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building perrmt shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. RIVE~HEAD BUILDING SUPPLY CORP. (Signature of applicant or name, if a corporation) 1295 PULASKI STREET, RIVERHEAD, NY 11901 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises RIVERHEAD BUIL~)ING SUPPLY CORP. //' (As on the tax roll or latest deed) If applicant is a corporation, signatur,m-~.of d~,d~.~iqzed offi~c?r EDGAR GOODALE, PRESIDENT (Name and title of corpor'[i~-/9/,~cer'5 Builders License No. PBTROCELLI CONTRhCTING Plumbers License No. BARTCORN PLUMBING - 3203P Electricians License No. p&w EL~.CTRI¢ - 488E Other Trade's License No. 1. Location of land on which proposed work will be done: ROUTE 25 G~F. RNPORT House Number Street ¢¢ Hamlet County Tax Map No. 1000 Section 46 Block 1 :'~' ''"'' Lot 1 &. '~ 1 Subdivision Filed Map No. "'~ ::" Lot (Nmne) State existing use and occupancy of premises and intended use and occuvancv of proposed constru~tiov,: a. Existing use and occupancy RETAIL BUILDING & MATERIALS SALES & STORAGE b. Intended use and occupancy SAME Nature of work (check which applicable): New Building x Addition Repair Removal Demolition Other Work Estimated Cost 750,000. O0 Fee If dwelling, number of dwelling units If garage, number of cars Alteration (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. ~ BULK STORAGE 7. Dimensions of existing structures, if any: Front 70.9 - 40 Rear 16.3 - 40 Height 28 - 18 Number of Stories_~o - Depth 6 . - Dimensions of same structure with alterations or additions: Front saME Depth Height Number of Stories 8. Dimensions of entire new construction: Front 50' - 0" Rear 50' - 0" Depth Height 22' - 2" Number of Stories ONE Rear 100' - 0" 9. Size of lot: Front 325.81' Rear 394.3' Depth 694.65' 10. Date of Purchase 1985 Name of Former Owner pr.E~T LUMBER CO. 11. Zone or use district in which premises are situated LiO 12. Does proposed construction violate any zoning law, ordinance or regulation? YES__ NO X 13. Will lot be re-graded? YES x NO__Will excess fill be removed from premises? YES __ NO x RIVERHEAD 1295 PULASKI STREET Phone No. _631-727-1400 14. Names of Owner of premises EUILING SUPPLY Address--RJ~mi~l~Nx--- NarneofArchitect DQNALD A. DENIS Address po~x 565 AqJE~oneNo Name of Contractor PETROCELLI CONTRACTING Address 100 eOMAC ST, RONtiRhone No. 631-981-5200 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO__ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO X * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) EDGAR GOODALE, PRESIDENT being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the CORPORATE OFFICER (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Swom to befpre,~_e this a / ~Y E. NEMSCHICK / NOTARY PUBIC, ~ate ~ New~ No. ~14257, Su~lk ~n~ Te~ ~lr~ July 1~ ~ ignature of Appii~:nt p.l I1-1-o ?. ./ RIGID IN~IL~TIC~N l'-4" FTG_ SECTION 85' X X X \ \ X \ \ 'tS.. \ \ \ \ \ \ \ \ \ \ \ \ X \ I I I I I I I I I I I I I I I I I I \ \ \ \ X \ \ \ \ \ \ k \ \ S.C. TAX AREA No. 1000-46-01-0 = 96,050.98 sq. ff. 2.205 oc, X \ \ \\ \ \ \ \ \ \ / / / I / / / i I / / / / / / / / / / / / / / / X \ \ X \ \ \ \ \ S 78.$4,00,' S.C. TAX NO. 1000-46-01-02.1 AREA = 162,075.57 sq. ff. :3.721 ac. x~ % / / / / / 262.90' X s I I / I I / I / / I / / 1tl ~,~ ×~ 1 I 1 t I t I I I I I I 122.00, / / / N 89'33'30" FOUND 232.16, :~mNE SURVEY OF PROPERTY SITUA TED A T GREENPORT TOWN OF' SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-46-01-0] 1000-46-01-02.1 SCALE ~"=20' ,JANUARY 6, ~997 APRIL 14, 1997 ADDED TEST HOLE TOTAL LOT AREA = 258,124.35 sq. ff. 5.926 ac. NO TE: ELEVATIONS ARE REFERENCED TO AN ASSU~ED DATUM EXISTING ELEVATIONS ARE SHOWN THUS: ~z~ EXISTING CONTOURS ARE SHOWN THUS: 47-- TEST HOLE DATA 1/- .lc No, 49668 Joseph A. Ingegno Land Surveyor 96-36b \ \ DATA: AREA: SITE ZONING: LOT I I LOT 2 ZONING. LID PLANNED OFFrCE PA YARDS. FRONT: IOO' SIDE fBOTH) ~,O' LOT COVERAGE: EX/ST/ i ~UILDING8 SUN~i$~ COACH ,CRES) B.938 ACRE5 LOT COVERAGE: 20% fMAX) t258.~42 5.F. x 20% = 9h128 5.F. MAX. ~UILDING FOOTPRfNT) PARKING: RETAIL, 1/200 S,F, OF GROSS FLOOR AREA OFFICE: I/I00 S.F. OF OFFICE FLOOR AREA UJAREHOUSE: 1/1000 5 F. OF GROSS FLOOR AREA LANDSCAPING: LANDSCAPE AREA: SB~ Ii11NrMUH) 12~8,f.42 5.F × 5~ = 9052~ S.F. LANDSCAPE AREA REQIJIREDI PROVIDED: APPROX 98300 5F; 38.O~ LANDSCAPE BUFFERS: FRONT YARD: 25' PERIMETER /SIDE/REAR): 4' ~,UFFER TO RESIDENTIAL ZONE; 30' PROPO,SED 51TE PLAN: SQUARE FOOTAGE: 23,~&0 5.F. ROOD 5 F. TOTAL: 4~,OfO 5.E. BUrLDING I t CHECK OUT RETAIL; 8(.~O S.F,/2OO= 43-3 SPACES / / / I ~'O'F ~_~,. \ \ \ \ \ EXISTING S.E4'IO'40"UI I I I I I · i ® I I / / ~ ' CONc. A~,~ ~ILo lDING OONo / / / / % \ \ 0 \ cO o ~ / / / I / / I / I / N ®1 45 944-2A / / / / / 0,~0''% / r ~ I \ \ / \ I ~. / / ~1 I I / I / / / / I I i I I I i i l I / / I ; i / I I I I i I I I I I I I I I I / I N KEY Co~ o~8 ~?jz j; 7~uc 71o~ ,c~%7~,~s/~~ " ~'~- ~)187.~1CT) "PURSUANT TO SUFFOLK COUNTY SANITARY CODE ARTICLES I I 12, HEREBY CERTIFy THAT THERE IBLL NOT BE ANY INDUSTRIAL IIIASTEE OR OTHER NON-SANITARY IIIASTE5 DISCHARGED FROM THE BUILDING AND THERE mILL BE NO TOXIC OR HAZARDOUS iIATERIAL STORED AT THE RITE UNLESS SPECIFIC PERMITS OR EXEMPTIONE, ARE GRANTED PURSUANT TO THOEE ARTICLES. FACILITY OIINER'~ EIGNATURE DATE / / /I SYHE OLS: 0 E I0 20 30 EO LOCALE; GREENPORT TOWN OF BOUTHOLO SUFFOLK COUNTY, NY SYM DESCRIPTION TC TOP OF CURB BC BOTTOM OF CURB BOLLARD TG TOP OF GRATE TL TOP OF LID FF FINISHED FLOOR R RADIUS EX EXISTING 10.2 EX. ELEVATION ~O.C NEW ELEVATION ~'-% EXISTING CONTOUR FORMER CONTOUR NEW CONTOUR HAl°: SITUATE- GREENPORT, NY DRAWING INFO. SCALE: I" ' ED'-O" JOB NO: q&o4 DRA~ING NO. P.O.BOX 5&B RIVERHEAD IOOO-4&-1-2.11 ; NOV 2~1 $CHD HAIN ROAD BUILDING SUPPLY 21 NOV 2~1 PLANNING AQUEBOGUE, NY 18 DEC 2OOI NYS ~T (&~l)122-~EII GREENPORT. NY ~ JULY 2002 G~DING OF 82 4 ,: 6 " ,l, T J 24't~" PO. " ....... DOOR '-, '. ' ~' ' '~,,n'nk~ FRAME ' ~K~:OUAN. ',~(~TL: W, DTH HE'GHT THK, FIN. MAIL, EIN2 THRESHOLD REMARKS; ~ ,~ ~ , , ,, H M 3 -0 7'~0" I' 3/.4" PAINT M~AL PAINT A~UM. HARDWARE OR(OUP ~' ~ * ;1' 4 18 go. PRESSED STEEL FRAME. ~YP. PROP, 1 3/4" h DOOR SEE SCHEDULE FOR DETAILS DOOR HARDWARE GROUPS HARDWARE GROUP #1 1 1/2 PAiR HINGES HAGER IHTABB50 US32D 1 LOCKSET SCHLAGE DBOPD-RHO-630 US32D I CLOSING DEVICE I~CN 4020m3077SC US32D 1 KICKPLATE HAGER 224S x 8"x DOOR WIDTH-2" US32D 1 WEATHERSTRIPPING HAGER 890S - I THRESHOLD PEMKO . , 252XSAFG US28 - I ' I'1 I I I I '¸5 6 7 AFI)ROV~ ~ NO1TD FOLLOWING INSPECTIONE: 1, FOUNDATION - TWO' REQUIRED , FOR POURED CONCRETE ?. ROUGH - FRAMING & PLUMBING ~, iNSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE N,Y, STATE CONSTRUCTION & ENERGY CODES, NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS , ';~, - , , ,,*~ 'gNDEflWRffERS ~ERTI?ICM~ '", OCCUPANCY,. ;OR usE iS " CERTIFI, , OF OCCUPANCY 'RE~UIRED BEFORE OPENING SYMBOL LEGEND: KEYDESCRIPTION;. ,. PROPOSED. 2 3 4 5 6 7 8 '9 5 ~ION O-G PLAN 5EGTION PLAN c , ~e~ ~.tlp, ~ ~ n~ ,~' ~ 3 4, 5 6 7 2 3 4 5 6 UGHT~S UTIU~ ~RING PANEL P-2 PANEL L-2 ( . ~' ~'"~;-- - 208/12~ POWER PANEL 480V POWER P~EL I 2~C .z~ ~ . ~ 14K AD~S INTERRUPTING 14K AMPS INTERRUPTING 20A 20A ~ ~ 50A 50A (2PI ' TO CONVENIENCE ) ~ , o ~mm [ ( TO EX~RlOR RECEPTACLES ~, ~ ~ UGH"NG F,~URES TO EXIT ~D ,m,,w ru~,ccnmuco M~ER PAN EMERGENCY LIGHTS mm ~ i m TO INTERIOR LIGHDNG FIGURES -~ 15 ~A T~SFORMER ~ 20A --,' ~ ~-- --2/C 10 -POLE LDHTING CONTACTOR OND 30A CONTACTS CON~CTOR LIGHTING PUSH-BU~ON STATIONS 1/C ~4/0 AWG PERPHASE (3-WIRE, NO NEUTRAL) ~ 3/C ~12 BURIED se~mce ~TRAL . I (90lc RATED CONDU ORS ~D TERUINALS) ~ I ( TO P~EL L-2 , , EXPANSION- JOINT P COtC E~OR ~' MARK5 _~/4" EXPANSION JOINT ORIVEIJJAY PLAN fi-O' $[DEUJALK SECTION ROAD FRONTAGE CUE B/PAVING (N.Y.8. RT. P.CONC. -CURB GRADE ~ PAVING TO HAVE I/4" PER FOOT SbOPE ~-I CURB 5HALL BE RA~PED / DO~N TO ZERO HEIGHT ~ REVEAL IN THE LAST /IO' AT LOCATION5 FACING TRAFFIC. ~ITE~ IO~.2aOI ORIVELUAY5 ¢ fMEET ALL TOWN OF 2 BITUI'tlNOU$ MIX PARKING AREA5 $OUTHOLD EPECIFICATIONS~ P.CONC. TEST HOLE NFORMATfON FROM: McDONALD GEOSCENCE SOUTHOLD. NY 14 JAN I~q'l o 1' SILTY LOA~ ICL) B~O~N LOAMY SILT fMl) BROWN FINE TO COARSE SAND WATER WATER IN BROIIIN FINE TO COARSE SAND f$iu) SANITARY CALCULATIONS: GiiIH ZONE IV, YIELD= &OD GPO PER ACRE COMMUNITY ~JATER SUPPLY IS PROVIDED BY SUFFOLK COUNTY mATER AUTH( YIELD= &O0 GPD/ACRE PERMITTED DENSITY = B.qS8 ACRES x ~,OO GPO/ACRE = 35&2.~, GPO DRY STORE FLOW; 0.03 GPD PER 5.F. OF GROSS FLOOR AREA WAREHOUSE SPACE: 0.04 GPD PER S.F. OF GROSS FLOOR AREA DENSITY CALCULATIONS: PROPOSED BUILDINGS: BUILDING I IMAIN RETAIL AREA) 1'4,10Q SF CHECKOUT 2BO 5.F. BUILDING 2 fDRIVE-THRU RETAIL SPACE) 234./-0 $.F. EUBTOTAL ~B.OIO S.F. FLOW 38,OIO S.F. x 0.03 GPD PER S.F. = 1~40 GPO PLOEI PROPOSED DENSITY: BUILDING 3 (STORAGE) $O00 S,F. B,OOO S.F. x O.O4 GPO PER 5.F. = 200 GPD COMBINED FLOWS 1340 GPD IS40 GPD / B.~S8 ACRES = 22& GPD/ACRE SANITARY SYSTEM DESIGN: SEPTIC TANK; SEPTIC TANK El/ 12) DAY FLOW): 1340 GPD x 2 DAYS = 2&SO GAL. USE 3000 GAL. SEPTIC TANK LEACHING POOLS: SANITARY FLOEI: 1340 GPD LEACHING RATE: I.B GAL./S.P./BAY SIDEEIALL AREA REQUIRED= 1340 GPO DIVIDED BY I.~; GAL/$.F./DAT = 8~3 5 SIDELUALL AREA PROVIDED: ~&) IO'-O"e X 5'-O" BEEP POOLS = fl42 S.F. USE f&) IO'-O"e x $'-O" DEEP POOL5 u~/ TRAFFIC BEARING DOHE$ t C.I. CO~' NEIGHBORING DELLS UJITHIN IE, O PT NO KNO~JN PRIVATE OR PUBLIC iJJElLS IUITHIN 150 FT OF SITE 1000~4.'2.2 ROUTE 2~ 1000'4/--/- ROUTE 2~ 1000-~/-'8 ROUTE 2~ 1000~l~-~ NINTH ST 1000~l&-31.1 IOO0 NINTH ~T PROPERTIES [tJlTHIN I~;0 FEET OF SITE SCTII t~ STREET ADDRESS NAME DONESTIC ~ATER SOURCE 1000-4&-t ~- ROUTE 25 RIVERHEAD EEILDING SUPPLY SUFFOLK COUNTY EATER AUTHORITY SEVEN-ELEVEN SUFFOLK COUNTY ~ATER AUTHORITY SUNRISE COACH LINES SUFFOLK COUNTY ~JATER AUTHORITY VACANT IANNE ~AIRIE NELSON) DRIFTIIIOOD COVE APARTilENTS SUFFOLK COUNTY lUATER AUTHORITY SUNRISE COACH LINES SUFFOLK COUNTY IUATER AUTHORITY VERIZON SUFFOLK COUNTY ~lAtER AUTHORITY PORTOBELLO RESTAURANT SUFFOLK COUNTY IUATER AUTHORITY NO OTHER PROPERTIES [UlTHIN lBO FEET I' MIN./2' MAX. COLLAR HEIGHT INLET- MIl ~ 4"e 2400 ~ =E, MIN. PITCH /4" PER I' CAST IRON II BEARING SL SEPTIC TANK 4"e CLASS 2400 PIPE I/4" PER 1' MIN. PITCH C.I. COVER 4"~ CLASS GRADE% 2400 PIPE C.I. COVER -2'-O"(i'lAx)lI-O"fMIN) TO fTYP.) % PER I'--~ /-TO GRADE PITCH EL ~'48.1' +/- EL =, ¢ VERT INVERT INVERT 5ANITA~ 5TSTEH ~/ 8" TRAPPIC ~E~EING 5LA~ CURB INLET BOX D.O.T. NOTE5 AFTER COHPLETION OF CONSTRUCTION. ALL EXISTING DRAINAGE STRUCTURES ALONG RIGHT OF BAY, ADJACENT TO PROPERTY, ARE TO BE CLEANED. ANY TRAFFIC SIGNS MOVED SHALL BE REPLACED IN ORIGINAL LOCATION, ANY TRAFFIC SIGNS DAMAGED SHALL BE REPAIRED TO O~GINAL CONDITION, OR REPLACED WITH NEW N.Y.5. D.O.T. AND ,SLOLULY TRAFFIC MOVING CONTROL AT 5HOULDER LLIORK AREA.5 lSD' TAPER DRAINAGE SCHEDULE ARE/ DESCRIPTION DRAINAGE VOL. NO, AREA ROOF 2" RAIN VOLUHE VOLU RING5 EACH ADD-IN REQUIRED PROVII A PARKING LOT IQ' dla,x q' deep 480 C.F. ~ 134qO S.F. O.1'3 FT. 224~ C.F. 2400 B FRONT BEST I0' dia.x {,' deep 411 C.F. 3 43BE 5.F. 2830 S.F. O.I1 FT. I1~ C.F. 1233 C L~EST COURT IO' d~s.x 'I' deep 480 C.F. 8 1'132~ 5.F. 43S0 $.F. O.1.1 FT. 3413 C.F. 3840 D EAST COURT JO' dla.x t deep 480 C.F. 8 I"il~lO 5.F.~,/,5 O.l'l FT. 380~ C.F. 3840 E LOADING DOCK AREA IO' d~a.x ~,' deep "1.11 C.F. i 2400 5.f=. O.FI FT. 400 C.F. F ~JEST SHED AREA IO' d~a.x 1' deep 480 C.F. ~ IO(,40 5.F. 14400 5.F. O.1'I FT. 41'13 C.F. 4320 G EAST SHED AREA IO' d~s.x 1' deep 480 C.F. 8 13-1~10 5.F.12~30 5,F. O.1-1 FT. 438'1 C.F. 4320 G EAST SHED AREA, 5E Overflo~ to ~oods I H 5OUTH SHED AREAIHI) IO' d~a.x 5.5' deep 31~ C.F. I %fiD 5.P, O.1'1 FT. 15~18 C.F. BOa 14 GRAVEL AREA (OJ, O fact~') lO' dla.x ~' deep 34_~ C.F. 4 14¢110 $.F. O.I1 FT. 2121 C.F. I110 H GRAVEL AREA. 5E Overflo~ to aood5 I 1441 I HAIN SLOG, NE ]O' dia,x 5.~' deep 3.15 C.F, I 2830 5.F. O.1.1 FT. ~4 C.F. 3'~5 J HAIN BLDG, 5E IO' d,a.x 4' deep 2"]4 C.F. 2 43~0 5.F. O.1-1 FT. ~44 C.F, K SHED 2, SE 10' dia,x 4' deep 2"14 C.F, I 12&B 5.f. O.1'1 FT. 1~;8 C.F. 2'q4 L ENTRY AREA IO' dla.x '1' deep 48OC.F. I 22'40 5.F. - 5.F. O.1'1 FT. 3'1:~2.F. 480 TOTAL ~4 IOT~qO 5.F. '48220 5.F. 24~48 C.F. ALL DRAINAGE RINGE SHALL HAVE A TRAFFIC BEARING TOP SLAB AND A CAST IRON COVER OR GRATE SET AT THE SPECIFIED ELEVATION. DRAINAGE RINGS SHALL BE CONNECTED AS SHOi"N lUlTH 12"e CORRUGATED POLYETHYLENE PIPE. DRAINAGE RING (TYP) I'-0" TO - 2'-O" PRECAET COLLAR C.I. COVER/GRATE TO GRADE OR BURIED CONCRETE COVER IEEE PLAN) TRAFFIC BEARING SLAB - .. PRECAST DRAINAGE RINGS GRANULAR FILL NOTE: DRAINAGE PIPE FROM DOWNSPOUTS TO DRAINAGE RINGS TO BE S"~ PVC PIPING{SDR-SS). DRAINAGE PIPE CONNECTING DRAINAGE RINGS IN PAVED AREAS 5HALL BE 12"e CORR. POLYETHYLENE PIPE. ,- CLEARANCE LIGHTING C D E O FIXTURE SCHEDULE: POST MOUNTED IT~L~ flETAL HALIDE FIXTURE, EXCELINE SAR SERIES MOUNTED ON 14 FT 4 INCH SQUARE POLE, SHIELD FROM ADJACENT PROPERTIES. WALL MOUNTED 'SE matt METAL HALIDE FIXTURE HADCO SWAN SERIES mall ~OUNTED ~AbL PACK I~B ~ATT ~ETAL HALIDE EXCELINE 3OO 5E~IE5 BALL CUBE POLE HOUNTED FLOOD LIGHT. 4OO BATT HETAL HALIDE EXOELINE 5AF 5ERIE5 51LHOUETTE. 14FT HETAL POLE. SURFACE HOUNTED CANOPY FIXTURE. IBC BATT HETAL HALIDE. EXCELINE HP 5ERI~5 ~INIP~O. LANDSCAPE SCHEDULE: REF.~ QTY. COi'IHON NAME BOTANICAL NAME SIZE NOTES M SUGAR MAPLE ACER EACCHARUH 2 I/2" CAL. BiB P BRADFORD PEAR PyRU.=., CALLERYANA 2" CAL. BtB B GRAY BIRCH BETULA POPULIFOLIA 8'-IO' CLUHPS H EASTERN EIHITE PINE PINUS STROBUS &' HIGH C EASTERN RED CEDAR JUNIPERUS VIRGINIANA &' HIGH J SHORE JUNIPER JUNIPERUS CONFERTA I~-IB" GROUND COVER y AHERICAN yELU TAXUS CANEDEN$1S I~-IB" A PINK AZALEA RHODODENDRON FPP lB-18" Z RED AZALEA RHODODENDRON SPP 1~-18" S SPURGE PACHYSANDRA TERM. Flat5 GROUND COVER ARCHITECT: DONALD A. D~NI$ MAIN ROAD AQUEESOGUE, N.Y. (~1~)'322-~;ll JOB: ~IVERHEAD BUILDING SUPPLY MAIN ROAD ~RT.2$) GREENPORT, NY LOCALE: GREENPORT TOEIN OF SOUTHOLD SUFFOLK COUNTY, NY 5CTH# IOOO-"l&-I-I IOOO-4&-1-2.1 DRAWING INFO. SCALE: I" = 20'-O" JOB NO: DATE: 21 AUG 2OOI REV.: ~ NOV 2OOI ~CHD :21 NOV 2OOI PLANNING 18 DEC 2OOI D.O.T. 18 DEC 2OOI A.R.B. DRAEIlNG I, 3 4 5 6 7 8 9 A I'I' -"I' I ~'-~" I 2~'-~" I I~'-~" . ~[_ tT-]" ~TSIDE F~E &" T~ ~C~ 5L~ D ~F~' ~ ' ~'~' ' ~. -~ '~1 ~ ~ " 'T~I, ~ ~"~"/ . ~1__ ~' B" ~' I ~ ~TE. "T~E~" BT T~5, ~ [ . ~I~L~E ' ~' ~ 5'-~'~EL~ G~E. ~ ~ ....... , , ~, ~ ~,,~ ,, ~ .... ], ~ ~ ~,,~ ,, ~, ~' ~' ~' - I / 5~T (~T~L JT.) I ~T (C~ JT) I 5~T (~T~L JT.) &" T~ ~TE FL~ 5LA~ ~ G~E 4" ~OUNDATION PLAN ~ - -~':*" --I' SCALE ~/16" = 1'-0" O~51m W~ S~ 3/4" 1'-0" . . % / ~ x~~ t T~ FOAM ~APPING ~ ~ .. [ ~ _ r I~-PIN AT FOUNCATION 2 ADDED NOTE ~ECTI~ B-B I ~T~L~T'5. 11/I/~2 FOUNDATION PLAN __ . ~OUN~o~ ~L. ~IVE~NEAD ~UILDIN~ 5UPPLY ~ ~ ~ ~ 2 I/2" 2 ]/2" G~ENPO~T, NED ,: COLUMN ~ ~E~ ISLAND GT~TU~5 EN~INEE~I~, P.~. ANCHOR BOLT LAYOUT AND D~'TAILS HAIRPIN DETAIL~~~, . (.~=~r, ~.~..o~. ~ 3 4 ~ 6 7 8 9