HomeMy WebLinkAbout1000-114.-8-5 ABBREVIATIONS PROJECT INFO NO. REVISIONS DATE
ADJ. ADJACENT H.B. HOSE BIBB
A.F.F. ABOVE FINISHED FLOOR H.M. HOLLOW METAL 14695 MAIN ROAD
A.F.G. ABOVE FINISHED GRADE LAV LAVATORY
ALUM. ALUMINUM LVL LAMINATED VENEER LUMBER M ATT I T U C K , N Y 119 52
ALT. ALTERNATE M.O. MASONRY OPENING
B.O. BOTTOM OF MAX. MAXIMUM
B.O.F. BOTTOM OF FOOTING MECH. MECHANICAL SCOPE OF WORK
BD. BOARD MFR. MANUFACTURER
BLDG BUILDING MIN. MINIMUM INTERIOR ALTERATIONS TO THE FIRST FLOOR 1,414
C.J. CONTROL JOINT MISC. MISCELLANEOUS
C.O. CLEAN OUT MTL. METAL SF) OF AN EXISTING BUILDING AND AN ADDITION OF
C.T. CERAMIC TILE N.I.C. NOT IN CONTRACT 736 SF OFF THE BACK OF THE BUILDING.
CU.FT. or CF CUBIC FEET N.T.S. NOT TO SCALE
CFM CUBIC FEET PER MINUTE O.C. ON CENTER TOWN: TOWN OF SOUTHOLD
CL orLC CENTERLINE O.H. OPPOSITE HAND HAMLET: SOUTHOLD
CLG. CEILING PH or 0 PHASE COUNTY: SUFFOLK
CLO. CLOSET PL. orLP PLATE TAX MAP #: 1000-114-08-005
CLR. CLEAR PSF POUNDS PER SQUARE FOOT
CMU CONCRETE MASONRY UNIT PSI POUNDS PER SQUARE INCH ZONING: RO )
COL. COLUMN REF REFRIGERATOR LOT AREA: 21,051.73 S.F. / 0.48 AC.
CONC. CONCRETE REQ'D. REQUIRED
D.F. DRINKING FOUNTAIN REV. REVISION OCCUPANCY
DEMO DEMOLITION RM ROOM CLASSIFICATION: B (BUSINESS)
DIA. or 0 DIAMETER SIM. SIMILAR
DIAL. DIAGONAL SQ.FT. or SF SQUARE FEET CONSTRUCTION TYPE: V-B (UNPROTECTED WOOD
DIM. DIMENSION SQ.IN. SQUARE INCHES FRAME)
DL DEAD LOAD STL. STEEL SPRINKLER: NON-SPRINKLERED
DN. DOWN SUSP. SUSPENDED
E.F. EXHAUST FAN SW SWITCH DRAWING LIST
E.J. EXPANSION JOINT T & G TONGUE AND GROOVE rA I C
E.W. EACH WAY T.O. TOP OF T-001 TITLE SHEET AND BUILDING INFORMATION
EA. EACH T.O.B. TOP OF BEAM MAi\j
EL ELEVATION T.O.C. TOP OF CURB
EQ. EQUAL T.O.F. TOP OF FOOTING ARCHITECTURE
EST. ESTIMATE T.O.J. TOP OF JOIST M U I CONSTRUCTION
EXIST. or EX. EXISTING T.O.M. TOP OF MASONRY A-100 CONSTRUCTION FLOOR PLAN
F.D. FLOOR DRAIN T.O.S. TOP OF STEEL ---- �—A-101 EXISTING FLOOR PLANS 222 Middle Country Rd, Suite 314
F.E. FIRE EXTINGUISHER T.O.SL. TOP OF SLAB -- - Smithtown, NY 11787
F.F.E. FINISH FLOOR ELEVATION T.O.W. TOP OF WALL _A-200 PROPOSED ELEVATIONS T: 631-979-0104
FIN. FINISH THRU THROUGH F: 631-979-3445
FL FLOOR TYP. TYPICAL info@manciniarchitecture.com
FPSC FIRE PROOF SELF CLOSING U.N.O. UNLESS NOTED OTHERWISE
FTG. FOOTING UNF. UNFINISHED
GA. GAUGE V.I.F. VERIFY IN FIELD
GALV. GALVANIZED W/C WATER CLOSET
GFCI or GFI GROUND FAULT CIRCUIT INTERRUPTER W/ WITH
GYP. GYPSUM W/0 WITHOUT ( AAC
GYP. BD. GYPSUM BOARD WD. WOOD
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This drawing has been prepared for the
indicated project and is an instrument of
service copyrighted by Mancini Architecture
PLLC. This drawing may not be copied or
used, in whole or in part, by any party without
the expressed written consent of Mancini
Architecture PLLC. Infringements or any use
of this drawing for any other purposes will be
prosecuted to the full extend of criminal law
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DATE 02/28/2020
SHEET NO.
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-- SHEET OF
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A F, I M C I
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M U I CONSTRUCTION
222 Middle Country Rd, Suite 314
Smithtown, NY 11787
T. 631-979-0104
F: 631-979-3445
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of this drawing for any other purposes will be
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SOUTH ELEVATION EAST ELEVATION
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# SHEET OF
BULK ZONING TABLE GENERAL SITE NOTES
ZONING DISTRICT:RO a
1. UNSUITABLE MATERIAL,CONSTRUCTION DEBRIS,EXCESS SOILS,ETC.SHALL BE PROPERLY REMOVED AND DISPOSED OF
ITEM SECTION PERMITTEDIREQUIRED PROPOSED OFF-SITE IN ACCORDANCE WITH ALL APPLICABLE CODES,ORDINANCES,AND LAWS.
( MINIMUM LOT AREA 280 40,000 SF 21,051.73 SF(0.48 ACRES) 2. THE CONTRACTOR IS RESPONSIBLE TO TAKE EROSION CONTROL MEASURES NECESSARY IN ACCORDANCE WITH NYS
ATTACHMENT 3 STANDARDS AND SPECIFICATIONS FOR EROSION&SEDIMENT CONTROL TO PREVENT SEDIMENT AND/OR LOOSE DEBRIS S I E
FROM WASHING ONTO ADJACENT ROADWAYS AND PROPERTIES. e"4a 48
MINIMUM LOT WIDTH 150' 89.16' IE] 3. ALL ON-SITE CONCRETE SHALL BE IN CONFORMANCE WITH ACI PROVISIONS. ALL CURBING SHALL BE CONCRETE UNLESS ,
MINIMUM LOT DEPTH 175' 216.28' OTHERWISE NOTED. Mattituck-CUtchogU 4� ,
LAND NIF JOHN H.LOPER11 I MINIMUM FRONT YARD 50' 48.6' [E] 4. RELOCATION ANDIOR REMOVAL OF EXISTING UTILITY POLES,TRAFFIC SIGNS, ETC., SHALL BE COORDINATED BY THE 'Jr.Sr High Scho
ZONE R-40 RESIDENTIAL LOW DENSITY MINIMUM SIDE YARD 15' 19.2 CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR FIELD-VERIFYING THEIR PRESENCE. �~
N74007'30"E 89.16' BOTH SIDE YARDS MIN. 35' 48.3' 5. CONTRACTOR SHALL SAWCUT TO THE FULL DEPTH OF EXISTING PAVEMENT WITH A STRAIGHT VERTICAL EDGE FREE
❑ /� ] ! II II MINIMUM REAR YARD 50' 122 9 IMP amFROM IRREGULARITIES WHEREVER NEW PAVEMENT JOINS EXISTING PAVEMENT. CONTRACTOR SHALL DETERMINEX25
6'STOCKADE FENCE (n EXACT LOCATION AND EXTENT OF THE REQUIRED SAWCUTTING IN ORDER TO PERFORM THE WORKSCOPE DEPICTED ON ��
PROPOSED STOCKADE THE PLANS. TWO FT MINIMUM FROM CURBS, PADS,WALKS, AND WALLS TO PERMIT PROPER COMPACTION OF THE
FENCE TO MEET EXISTING rn MINIMUM LIVABLE 850 SF N/A REPLACED SURFACES. Our,Lady of Good ,' Marratooka
10' w FLOOR AREA C tinsel Church Pond
STOCKADE FENCE(TYP.) _
0 20% 10.2% 6. REMOVAL INCLUDES, BUT IS NOT LIMITED TO, CURBING, PAVEMENT, UNSUITABLE MATERIALS, AND UNDERGROUND
Z X MAXIMUM LOT y 5�� ` /" �
m COVERAGE PIPING. QUESTIONABLE ITEMS ENCOUNTERED(ABOVE AND/OR BELOW GRADE)SHALL BE BROUGHT TO THE ATTENTION e D 'D
n 21,051.73 SF x 0.2=4,210.35 SF 2,150 SF 121,051.73 SF=0.102 OF THE OWNER AND ENGINEER OF RECORD IMMEDIATELY IN WRITING BEFORE REMOVAL OR DISTURBANCE. Q`
7
MAXIMUM BUILDING ; N
LAND NIF MEADE FAMILY IRREVOCABLE TRUST 35' <35'(COMPLIES) 7. THE CONTRACTOR SHALL EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO EXISTING a t t I t u c k --�
C:? O HEIGHT 'Soffolk Ave ;
11.8' I SPLIT ZONE RO RESIDENTIAL OFFICE(ADJACENT TO SITE) FOUNDATIONS AND OTHER STRUCTURES TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING THE �.�N0N L 1
R5' 1-_-9 k5 AND R-40 RESIDENTIAL LOW DENSITY STORIEUM S NUMBER OF 2 2 APPROPRIATE MEASURES AS NECESSARY TO ENSURE THE STRUCTURAL STABILITY OF EXPOSED AND/OR BELOW GRADE {{olk Ave/o
FOUNDATIONS/WALLS/SIDEWALKS AND PAVEMENT TO REMAIN,AND SHALL PROVIDE A SAFE WORK AREA. ANY DAMAGE New S ;TE
PROPOSED TRASH i ' OR DISTURBANCE DUE TO SUBJECT WORKSCOPE SHALL BE REPAIRED TO LIKE-KIND CONDITIONS AT THE M
ENCLOSURE.TRASHN x' PERMITTED USE §280-38.A.(3)(d) PROFESSIONAL OFFICES PROFESSIONAL OFFICE(DENTIST) CONTRACTOR'S EXPENSE. S
TO BE PICKED UP v
BEFORE OR AFTER N 8. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PROTECT PEDESTRIANS AND VEHICULAR TRAFFIC DURING
BUSINESS HOURS. 19' 30' 19' REMOVAL ACTIVITIES. ANY TRAFFIC CONTROL, ACCESS,AND SAFETY PROVISIONS WITHIN THE R.O.W. AND ACCESS VICINITY MAP
ROUTES(E.G.ACCESSIBLE RAMPS,PEDESTRIAN CROSSWALKS,SIDEWALKS,PAVEMENT STRIPING,ETC.)SHALL BE THE 0 1"=1,000'
CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL DETERMINE APPROPRIATENESS OF REMOVAL ACTIVITIES
PROPOSED AND PROVIDE TEMPORARY MEASURES FOR THE PROTECTION AND SAFETY OF THE PUBLIC UNTIL PERMANENT
_ x CONCRETE CURB PARKING CALCULATIONS COMPONENTSIREPLACEMENTS CAN BE INSTALLED. PROJECT DATA
rn 0 (NP) APPLICANT/OWNER.................. NANK HOLDINGS LLC
PROPOSED 6'HIGH�� N m ' _ ITEM SECTION PERMITTEDIREQUIRED PROPOSED 9. IF SHORING AT A DEPTH GREATER THAN 5'IS REQUIRED TO ACCOMMODATE CONSTRUCTION ACTIVITIES, IT SHALL BE 14695 MAIN ROAD
STOCKADE FENCE - THE CONTRACTOR'S RESPONSIBILITY TO RETAIN A LICENSED PROFESSIONAL ENGINEER TO DESIGN THE REQUIRED
�7 5 SPACES PER PHYSICIAN OR DENTIST MATTITUCK,NY 11952
(TYP.) T 1 DENTIST=5 MINIMUM STALLS 15 PAVED STALLS SHEETING AND SHORING DETAILS.SHEETING SHALL BE IN CONFORMANCE WITH OSHA REQUIREMENTS.
o, X MINIMUM NUMBER OF §280-78.A. 1 DENTAL HYGIENIST=5 MINIMUM STALLS 2 GARAGE STALLS
PARKING STALLS 17 TOTAL STALLS 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION,SIZE,TYPE,AND DEPTH OF UTILITIES, TAX MAP NUMBER..................... Dist.1000,Sect.114,Block 8,Lot 5
(INCLUDES 1 ACCESSIBLE STALL) PIPING, DRYWELLS,ETC. PRIOR TO THE START OF ANY WORK.THE CONTRACTOR MUST CONTACT THE APPROPRIATE SITE AREA.................................. 21,051.73 SF(0.48 Acres)
g \ _ / TOTAL=10 STALLS REQUIRED LOCAL"ONE CALL"SYSTEM TO ENSURE THAT ALL UTILITIES ARE PROPERLY AND COMPLETELY MARKED OUT IN THE FIELD
`PROPOSED MINIMUM AISLE BETWEEN 22'(REDUCED TO 16'FOR SIXTY DEGREE ANGLES PRIOR TO ANY WORK AT THE SITE.ANY DISCREPANCIES BETWEEN THE FIELD LOCATIONS AND THE PLANS SHALL BE CURRENT ZONING..................... RO
ASPHALT R3' 12,9' ROWS §280-78.C. PARKING) 22 REPORTED TO THE ENGINEER IN WRITING IMMEDIATELY. THE CONTRACTOR IS ADVISED THAT UTILITY INFORMATION
PAVEMENT SHOWN ON THE PLAN IS A COMPILATION OF FIELD LOCATIONS,ABOVEGROUND STRUCTURES THAT WERE VISIBLE AND PROPOSED ZONING.................. NO CHANGE
PROPOSED NO ( 0 a EXISTING GARAGE MINIMUM STALL SIZE §280-78.C. 9'x 19' 91X19' ACCESSIBLE IN THE FIELD,AND RECORD DRAWINGS AVAILABLE AT THE TIME OF THE SURVEY AND MUST BE CONFIRMED CURRENT USE........................... PROFESSIONAL OFFICE(DENTIST)
PARKING STRIPING FRAME WITH(2)PARKING PROPOSED USE......................... NO CHANGE
ACCORDINGLY. THE CONTRACTOR SHALL COORDINATE UTILITY DISCONNECTION WITH THE APPLICABLE UTILITY
(TYP.) G4R4G STALLS TO REMAIN MINIMUM STREET 15'LANE FOR PARKING AREAS WITH 4-20 SPACES. COMPANIES PRIOR TO REMOVAL ACTIVITIES. THE CONTRACTOR IS ALSO ADVISED THAT ALL SUCH FACILITIES
(TYP-) ACCESS WIDTH §280-78.D. TWO 19 LANES FOR 20 SPACES OR MORE. TWO LANES,MINIMUM 10.6 FT DISTURBED DURING CONSTRUCTION MUST BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. EXISTING FOOTPRINT............... 1,414 SF
PROPOSED MINIMUM DRIVEWAY 11. THE CONTRACTOR SHALL COMPLETELY FILL BELOW GRADE AREAS AND VOIDS RESULTING FROM THE REMOVAL OF PROPOSED FOOTPRINT........... 2,150 SF
ACCESSIBLE CURB DISTANCE FROM STREET §280-78.D. 50' 80' STRUCTURES AND FOUNDATIONS WITH SOIL CONSISTING OF MATERIALS FREE FROM DEBRIS, TRASH, FROZEN
RAMP k GROSS FLOOR AREA................ EXIST.1-STORY.........................................1,414 SF
INTERSECTION MATERIALS,ROOTS AND OTHER ORGANIC MATTER. STONES USED SHALL NOT BE LARGER THAN 6 INCHES IN DIMENSION. (WITH AREA BREAKDOWN) EXIST.2-STORY........................................... 543 SF
R12 R5' R5' ' MAXIMUM DRIVEWAY PRIOR TO PLACEMENT OF FILL MATERIALS,UNDERTAKE ALL NECESSARY ACTIONS IN ORDER TO ENSURE THAT AREAS TO PROP.ADDITION..........................................736 SF
R15' LAND NIF JAME HINSCH GRADE WITHIN 25'OF §280-78.D. 6% <6% BE FILLED ARE FREE OF STANDING WATER,FROST,FROZEN MATERIAL,TRASH AND DEBRIS. PLACE FILL MATERIALS IN TOTAL.........................................................2,693 SF
R2T R15' a e° ZONE RO RESIDENTIAL OFFICEHORIZONTAL LAYERS NOT EXCEEDING 6 INCHES IN LOOSE DEPTH AND COMPACT EACH LAYER AT PLACEMENT TO 95%
A. STREET LINE OPTIMUM DENSITY. GRADE THE SURFACE TO MEET ADJACENT CONTOURS AND TO PROVIDE SURFACE DRAINAGE. LANDSCAPEiNATURAL AREA... 9,736.73 SF
19.1 a 30' MAXIMUM DRIVEWAY o e REFER TO GEOTECHNICAL REPORT(IF PROVIDED)FOR FURTHER RECOMMENDATIONS. REFER TO GRADING PLAN FOR
(BLDG.) :• (BLDG.) §280-78.D. 10% <10%GRADE PROPOSED SURFACE ELEVATIONS. PAVEMENT/CONCRETE AREA... 9,165 SF
12' PROPOSED 1-STORY PROPOSED PAINTED NO PARKING SPACES 12. UNDERGROUND STORAGE TANKS,IF ENCOUNTERED,SHALL BE EMPTIED,CLEANED AND REMOVED FROM THE SITE IN
PROPOSED BUILDING
BUILDING ADDITION R15' R27 DIRECTIONAL SHALL BE LOCATED IN CORNER GUARD �I (736 SF) � ARROWS(TYP.OF 4) RESIDENCE DISTRICT §280-78.H. MUST BE PERMITTED USE PROFESSIONAL OFFICE IS ACCORDANCE WITH FEDERAL,STATE,COUNTY,AND LOCAL REQUIREMENTS.
17 UNLESS THE USE IS PERMITTED USE IN RO 13. PROPOSED TREE PROTECTION FENCE TO BE INSTALLED BEFORE THE START OF REMOVAL ACTIVITIES AND TO BE
PERMITTED IN SUCH REMOVED AFTER CONSTRUCTION IS COMPLETE.
RESIDENCE DISTRICT
WHERE PARKING AREA OVER 5 SPACES ABUTS 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE LOCAL AUTHORITIES
OR IS WITHIN 15'OF SIDE OR REAR LOT LINE IN REGARDING MATERIALS AND INSTALLATION OF PROPOSED WORK,FOR OBTAINING THE REQUIRED PERMITS,SIGN OFFS,
I RESIDENTIAL PARKING §280-78. ANY RESIDENCE DISTRICT,SAID PARKING SHALL V HIGH STOCKADE FENCE AND CONSTRUCTION INSPECTIONS,ACCORDING TO GOVERNING BUILDING CODES AND DISPOSAL OF ALL MATERIAL IN
2 STORY BUFFER K.(1) BE SCREENED FROM SUCH ADJOINING LOT BY PROVIDED ACCORDANCE WITH STATE AND LOCAL LAW.
LAND N/F RONALD W.SCHWEIZER&DOROTHY J.SCHWEIZER I FRAME SUBSTANTIAL WALL,FENCE,OR THICK HEDGE
LAND NIF BARBARA RACANELLI I 1 S70RY I DEMIST OFFICE APPROVED BY PLANNING BOARD.GEN.4'-8'HIGH 15. SIDEWALKS,CURBS,OR OTHER EXISTING SITE APPURTENANCES DAMAGED BY CONSTRUCTION SHALL BE REPAIRED OR
ZONE RO RESIDENTIAL OFFICE (1,414S9 I 114695 PROPOSED REPLACED IN KIND OR UNLESS NOTED OTHERWISE(UNO),WHETHER SPECIFIED ON THIS PLAN OR NOT,AT THE SOLE
WITH FLOOR AREA OF 5,000 SF TO 25,000 SF,ONE
CONCRETE CURB OFF-STREET LOADING §280-79 BERTH.
(543 SF) � COST OF THE CONTRACTOR.
� P.
�❑ FOR PROFESSIONAL A(2) NO BERTH PROVIDED
R15' ESTABLISHMENT BUILDING IS LESS THAN 5,000,THEREFORE NO 16. THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS.
29.1' BERTH IS REQUIRED 17. SEQUENCE AND COORDINATION OF CONSTRUCTION IS SOLELY THE CONTRACTOR'S RESPONSIBILITY.
] I (BLDG.)
21'2 ' 18. ANY UTILITIES INCLUDING POLES REQUIRED TO BE RELOCATED DUE TO THE INSTALLATION OF THE REQUIRED
(BLDG.) 2015 IBC
x MINIMUM NUMBER OF 1 TO 25 TOTAL SPACES PROVIDED IN PARKING IMPROVEMENTS SHALL BE RELOCATED AT THE EXPENSE OF THE CONTRACTOR.
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ACCESSIBLE STALLS TABLE FACILITIES=MINIMUM 1 STALL 1 ACCESSIBLE STALL PROVIDED
12 N w 1106'1 19. ALL TRAFFIC ROAD MARKINGS,ROAD SIGNS,AND LIGHT SIGNALS THAT MAY HAVE BEEN MOVED OR DAMAGED IN THE
N --1 \<> PROCESS OF CONSTRUCTION SHALL BE RESTORED AT THE APPLICANT'S EXPENSE TO AT LEAST THE SAME QUALITY AND
CHARACTERISTICS THAT EXISTED BEFORE CONSTRUCTION BEGAN. THE APPLICANT SHALL BE FURTHER RESPONSIBLE 1 oz/2oi2ozo LC REVISED PARKING LAYOUT
EXISTING CURB TO [E] EXISTING NON-CONFORMITY TO INSURE THAT,IN THE ROADWAYS ADJACENT TO THE CONSTRUCTION SITE,THESE MARKINGS,SIGNS AND SIGNALS,
n
REMAIN(TYP.) ARE MAINTAINED DURING THE ENTIRE PERIOD OF CONSTRUCTION.IF REPLACEMENT OR UPGRADE IS REQUIRED,SAME NO. DATE BY DESCRIPTION
C:) G)6'
c�1 I I 107MUST BE APPROVED BY THE TOWN OF SOUTHOLD ENGINEERING DEPARTMENT.
ti I ( I \ 20. ALL ACCESSIBLE PARKING,CURB RAMPS,AND OTHER APPURTENANCES OF ACCESSIBLE ROUTES ARE TO MEET THE REVISIONS
Z I y / SANITARY DENSITY CALCULATIONS REQUIREMENTS OF THE IBC 2015 CODE CHAPTER 11-ACCESSIBILTY ADOPTED BY NEW YORK STATE,THE 2016 UNIFORM
0 1u•6' 4 SITE IS LOCATED IN GROUNDWATER MANAGEMENT ZONE IV=600 GPD/ACRE CODE SUPPLEMENT,AND ICC/ANSI A117.1-2009.
- I I SITE SIGNAGE d _-..._ .. ._.
i I I -0- WELL i PERMITTED DENSITY=0.48 ACRES x 600 GPD/ACRE=288 GPD 21. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED #41-00110010, w
WITH THE PROJECT WORKSCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A
�r I 9T l6, PROPOSED PROFESSIONAL OFFICE(DENTIST)=2,693 SF x 0.1 GPD/SF=270 GPD REQUIRED CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES,IT IS THE CONTRACTOR'S e,_•„_,,, _•„
I RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY
1 I 12.9 0'.0,000o t 4O W THE PROVIDED DENSITY(270 GPD)IS LESS THAN THE PERMITTED DENSITY(288 GPD)THEREFORE THE LOT IS SUFFICIENT. THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY
2 2 ♦♦ S51 AUS ON/ PROPOSED"ONE-WAY" THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH f
CONS. SIO � LOCAL REGULATIONS AND CODE.
I PROPOSED"DO NOT �do SIGN� �
ON 22. THE CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST O.S.H.A.STANDARDS AND REGULATIONS, CIVIL
I ENTER"SIGN(TYP.) . OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS 664 BLUE POINT ROAD, UNIT B
RESPONSIBLE FOR DETERMINING THE"MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE
.i CRITERIA OF O.S.H.A.,AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING HOLTSVILLE, NEW YORK 11742
PROCEDURES.
[631] 961-0506
y 23. THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEAN-OUT TOPS SHALL BE ADJUSTED, IF www.KeyCivilEngineering.com
REQUIRED,TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS.
lgvgE 25) 24. IN CASE OF DISCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS,IMMEDIATELY NOTIFY THE PROJECT ENGINEER IN PROJECT NAME
to-s- wo-:) WRITING OF ANY CONFLICTS. BUILDING EXPANSION A N D
25. CONTRACTOR SHALL BE REQUIRED TO SECURE ALL NECESSARY PERMITS AND APPROVALS FOR ALL OFF-SITE MATERIAL PARKING IMPROVEMENTS
SOURCES AND DISPOSAL FACILITIES.CONTRACTOR SHALL SUPPLY A COPY OF APPROVALS TO PROJECT ENGINEER AND
OWNER PRIOR TO INITIATING WORK.
14695 MAIN ROAD, MATTITUCK, NY 11952
26. CONTRACTOR SHALL DOCUMENT,WITH PHOTOS,CRITICAL STAGES OF CONSTRUCTION AND PROVIDE TO ENGINEER OF TOWN SOUTHOLD, COUNTY OF SUFFOLK
GRAPHIC SCALE RECORD AT END OF CONSTRUCTION.
DIST.:1000, SECT.: 114, BLOCK: 8, LOT: 5
20 0 10 20 40 80 27. THE CONTRACTOR SHALL PERFORM THE WORK AS SHOWN ON THE PLANS AND SPECIFIED HEREIN.THE PLANS SHOW ZONE RO
THE GENERAL SCOPE OF THE WORK AND DO NOT NECESSARILY SHOW ALL DETAILS REQUIRED FOR COMPLETE FINISHED
WORKING YSTEMS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL MATERIALS AND LABOR AS DRAWING TITLE
. NECESSARY FOR THE CONSTRUCTION OF COMPLETE WORKING SYSTEMS.
( IN FEET 28. ELECTRICAL WORK SHALL BE IN CONFORMANCE WITH THE NATIONAL ELECTRICAL CODE(NEC).
1 inch = 20 ft. 29. ALL EXCAVATIONS SHALL BE BACKFILLED AT THE END OF EACH WORK DAY OR PROTECTED WITH TEMPORARY FENCING CONCEPTUAL SITE PLAN
IN COMPLIANCE WITH OSHA REQUIREMENTS.
DATE: 02/14/2020
SCALE: 1"=20'
PROJECT NUMBER: 19195
DRAWING BY: LC
CHECKED BY: JP
REFERENCES
APPROVED BY: JP
pp
SEAL&SIGNATURE: ALTERATION OR ADDITION TO THIS
THIS PLAN REFERENCES: DOCUMENT EXCEPT BY A LICENSED
PROFESSIONAL ENGINEER IS A
VIOLATION OF SECTION 7209,
BOUNDARY SURVEY SUB-DIVISION 2,OF THE NEW YORK
PREPARED BY: STATE EDUCATION LAW.
SCALICE LAND SURVEYING P.C.
99-105 WEST HOFFMAN AVENUE DRAWING No:
LINDENHURST,NY 11757
DATED:01/29/2019
NOT VALID UNTIL SEALED
BUILDING ARCHITECTURAL LAYOUT
PREPARED BY: ^_
MANCINI MUI 1C
222 MIDDLE COUNTRY ROAD,SUITE 314
SMITHTOWN,NY 11787
THIS PLAN IS COMPILED FROM THE AVAILABLE INFORMATION AND IS FOR CONCEPTUAL DATED:2/10/2020
PURPOSES ONLY.FURTHER RESEARCH MAY BE REQUIRED TO VERIFY DIMENSIONS,ZONING
VICINITY MAP BACKGROUND DATA CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER
REQUIREMENTS,SANITARY DENSITY,STATE&LOCAL PERMITTING REQUIREMENTS,WETLAND
PROVIDED BY MAPS.GOOGLE.COM OF RECORD FOR REVIEW PRIOR TO CONSTRUCTION FOR JACLYN PERANTEAU, P.E. PAGE No:
LIMITS,PHYSICAL CONSTRAINTS OF THE SITE,EASEMENT'S AND TRAFFIC CIRCULATION
ANY DETAIL NOT PROVIDED IN THIS PLAN SET. NEW YORK SPATE PROFESSIONAL ENGINEER #oass37 1 OF 1
YAKey CivAl Projects12019119195_Mancini_14695 Main Road_Mattituck\DrawingsWey Civi1119195_2020.02.14_SPP.dwg
SYMBOL LEGEND
0 MONUMENT SNR � E;?E ti BRANT M GAS METER PE FENCE
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21,057.73 S.F.
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(N,Y 6WIDE)
6
GRAPHIC SCALE NANK HOLDINGS, INC.
�
,D a „ FIDELITY
NATIONAL SU ANCE COMPANY TITLE
TD BANK, N.A., ISAOA/ATIMA
{ 1h FEET }
1 inch = 30 ft.
SCALICE LAND
SURVEYING P.C. SURVEY OF PROPERTY
_ A ] w a v s 0 n P O 1 n t SITUATE
9P T,S INA. A_e: e"n, N""Y" MATTITUCK, TOWN OF SOUTHOLD
FAV ' +'° SUFFOLK COUNTY, NEW YORK
DR.:MC CREW.:AL SCALE:
k SUFFOLK TAX MAP NO.
DATE SURVEYED:01f29f2019 JOB No.S19-0134 1000-114.00-08.00-005.000
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
SOUTHOLD, N.Y.
NOTICE OF DISAPPROVAL
DATE: August 20, 2020
TO: Michelle Misciagno(HANK.Holdings LLC)
222 Middle Country Road, Suite 226
Smithtown,NY 11787
Please take notice that your application dated 1Marqh.-3.,.2020:
For permit to: construct additions and alterations to an existin
at:
Location of property: 14695 Route 25,_MattL(Lck,_,
County Tax Map No. 1000—Section 114 Block 8 Lot 5
Is returned herewith and disapproved on the following grounds:
Thp p L-1, &PgaEd,
q)jjqspd construction uir si p
.pLq j from the SoutholdTown Plannin
1§.San be issued while tbecurrent nioratorium.,is e6ectj lml: 2
----------
Authorized Signgiture
Cc: File,Planning,Town Board
Rw...
FOR INTERNAL USE UNLY Jp H 3 1 2020
n DETERMINATION
� !��ju' t'"h��� T ���..._...
S ITE P )HtN V S E_.� 1-........- .., Planning Board .._.. . ..
initial Detm;
_erination
Date Sent:j
w
Date:--,-7 . ._
Project Marne: -
.. . ,_,. _ ... ..-M_
a-�a
Project Address:
.. X00-��-�2— � Zoning
Suffolk County Tax Map-NO.: _
Request _ .. wm ........
Note: C;opy� t Bulldir�g
Peri it cation and supporting documenta
( o
proposed use or or es should be submitted.}
Initial Determination as to whether use is permittee �� M
(Y'
initial-Determtnation as to whether site plan is require
fired:_ t
-erector
-- -� Signature of Building lnsp
Planning Department (P.D.) Referral:-,
menta !�
e'ved: l_� Date of Com _�------�-
p.D.Hate Rec t
(11
C�onlIttnts: _
� p
9.1
� ..
Signature of Plc nir epi Staff Reviewer
Fina[ Deternulla ion
Decision: w_ ..
c:. fi f i u l d i n a.....-...c n .._.__........._
_....... R • In _t r
MAN C I N I
ARCHITECTURE
M U I CONSTRUCTION
222 MIDDLE COUNTRY ROAD
SUITE 226
SMITHTOWN, NY 11787
P:631979 0104
F:631979 3445
February 28th, 2020
RE: 14695 Main Road, Dr. Kampourakis Dental Practice: Letter of Intent
To the Town of Southold Building Department:
This letter is to state the intent of the project at 14695 Main Road for Dr. Kampourakis.
There would be interior alterations done to the first floor of an existing building (1,414
SF), a rooftop balcony on the second floor(324 SF), and an addition off the back of the
first floor(736 SF). The existing second floor will be used as a medical administration
space.
Sincerely,
Michelle Misciagno
Project Designer
TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD,NY 11971: 4 sets of'Buildng Plans .
TEL: (631)705-1802 ``= t„' 'PYaniiin Boarcl'appr'oial
FAX:(631)765-9502 Survey
Southoldtownny.gov PERMIT NO.
Septic Form
Trustees. .
C.O..Application
Road Permit ,
Examined Singled Akpa:atil-
Truss Identification Foy
Storm-Water Assessment,Form
Contact:
Approved .20 Mail to:
Disapc ovdd'y.=='c
Expiration 20
Building Inspector-
APPLICATION
nspector APPLICATION FOR B%�INCY
MAR - 3 2020
- Dated 2026
INSTRUCTIONS l
� � i
a.Th; application MLste otn`�1et4 ft°i1l din by typewriter or in ink and submitt V4 ilding Inspector with 4
sets of plans,accurate plot plan to scale.Fee according til schedule
b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas,and waterways. L
c.The work covered by this application maynot 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 partf'py any purpose what so ever until the Building Inspector
issue, �a Certificate of Occupancy.
kvcry,building permit shall ekpire-ifthe work authorized has not commenced within 12 months after the date of
issuance or has not been completed within I S months frons such date.If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize,-in w-ritina,the extension of the permit for an
addition six months.Thereafter,a new permit shall be required. V
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 reg-W-11-tions,and to admit
authorized inspectors on premises and in building for necessary inspections.
{Signarar applicant or ame if a cordon;-
S�G orf ��fi���t
X11131
(Mailingaddrirss of applicant)
State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber,or builder
Name of owner of premises MiChM I UnDOU CK S 1�
As on the tax roll or_late _ ` -
If applicant is a corporation,signature of duly authorized officer -
{Name and title of com o a c officer)
Builders License No.
Plumbers License No.
Electricians License' No..'
Other Trade's License No,
1. Location of land o 'ch proposed work will be done:
House Number __-St e tz i
:+stY?w_Jz i it gz
County Tax Map No. 1O1I0 Section' `< I Bloom : Lot.
t€
Anus)a€ i ur, -est ter �r- �....—
Subdivision - Filed Map No. Lot
2. State existing use and occupant,}lofprernises and intended use and occupancy of proposed construction:
a. Existing use and oec ipartivy
b. Intended use and occupancy i
I
3. Nature of work(check which applicable):New Building Addition Alteration Il
Repair Reot dlDemolition' --V—Other Fork
4. Estimated—Cos, 4 Fee (Description)
(To be paid on fling this application)
5. If dwelling,number of dwelling units Number of dwelling units on each floor
If garage; number of cars 2
6. If business,commercial or mixed occupancy,specify nature and extent of each type,of use. (�! iM a
u
7. Dimensions of existing structures if any:Front s Rear- Depth-3jI ct t 0
Height °1 I ur6ber of Stories 7,
Dimensions of same structure alterations or additions: Front ����� Rear Z �
Depth 5 ` Z" Height ' `' - - 'Dumber of Stories 2
8. Dimensions of entire new constructicm:.Front — Rear Depth
Height Number'of Stories':-
9. Site of lot,Front ._ ,��� I ',—Rear G Q.1,101 Depth ��2• �rj�
10.Date of Purchase ✓ ; Name of Former Owner OW At
11.Zone or use district in which premises are situated � G zc)(
12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO
13.Will lot be regraded?YES NO 'Will excess fill be removed from premises?YES f NO
14.Names of Owner of premises C1 � arressIPhone No.
Name of Architect Poo t O I Address2---�nn: cry
-- _ ,� �.. .. 1 Phone Noel x`19-Q1 C
Name of Contractor Address' Phone No.
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 tMAY BE REQUIRED.
b.Is this property within 300 feet of a'tidal wetland?*YES, NO v/
*IF YES,D.E C.PERW. TS MAY BE REQUIRED,
16.Provide survey,toikcal e with fo dation plan and distances to property lines.
17.If elevation at 4Py poipnt Q pro #y i, 0 feet or below,must provide topographical data on survey.
18.Are there a MXX with respect to this property?'*YES NO
*IF YES,PR6vIDE OPY.
i
STATE OF NEW YORK) -
SS:
COUNTY Of )
being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)He is the
alJ, - i
(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 before me this
day of
r -
LISA PFE3FFER
nblicCrC STATE OF.
No.OrPF6375678 S e ofOpp,cant
t Quatirted in Suffolk County .
Commission Expires May.24 26-13t