HomeMy WebLinkAbout51723-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK`S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 51723 Date: 03/11/2025
Permission is hereby granted to:
Dobi Inc
Attn: Southold Pharmacy
Southold, NY 11971
To:
construct alterations(interior demolition)to the existing building as applied for. Additional
permits/approvals will be required.
Premises Located at:
53855 Route 25, Southold, NY 11971
SCTM#61.-1-17
Pursuant to application dated 01/31/2025 and approved by the Building Inspector.
To expire on 03/11/2027.
Contractors:
Required Inspections:
DRAINAGE, FOOTING/REBAR, FOUNDATION 1ST, FOUNDATION 2ND, FRAMING/STRAPPING , PLUMBING ,
ELECTRICAL- ROUGH, FIRE RESISTANT PENETRATION , ELECTRICAL- FINAL, INSULATION, FIRESAFETY
INSPECTION , FIRE RESISTANT CONSTRUCTION , FINAL,
Fees:
Commercial-Alteration $300.00
CO Commercial- Addition/Alteration $100.00
Total S400.00
Building Inspector
Docusign Envelope ID:CF28F190-B214-4653-A90C-18E37D3E4090
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone(631)765-1802 Fax(631) 765-9502 httLis://www.southoldtownny.gov
„r
Date Received
APPLICATION FOR BUILDING PERMIT b w LLJ
For Office Use Only f J A N 3 1 20125
C -
PERMIT NO. S -Z-3 Building Inspector:,
Applications and forms must be filled out in their entirety.Incomplete
applications will not be accepted. Where the Applicant is not the owner,an
Owners Authorization form(Page 2)shall be completed.
Date:1.30.25
OWNER(S)OF PROPERTY:
Name: Michelle S Metz SCTM#1000- 61.-1.-17
Project Address:53855 Rt 25 Southold, NY 11971
Phone#:631-766-7119 FE -mail mush! 2368@aol.com
Mailing Address: 1065 Leeward Drive Southold NY 11971 United States
CONTACT PERSON:
Name:KATHERINE SAMUELS
Mailing Address:25235 MAIN ROAD
Phone#:631-235-1177 Email:IG4TE@SAMUELSANDSTEELMAN.COM
DESIGN PROFESSIONAL INFORMATION:
Name:ABOVE
Mailing Address:
Phone#: Email:
CONTRACTOR INFORMATION:
Name:tbd
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition ❑Alteration ❑Repair Cj4Demolition Estimated Cost of Project:
❑Other $9A.W
Will the lot be re-graded? ❑Yes WNo Will excess fill be removed from premises? ❑Yes 5JNo
1
Docusign Envelope ID:CF28F1 90-B2144653-A90C-1 BE37D3E4090
PROPERTY INFORMATION
Existing use of property: Retail intended use of property: Retail
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
HB this property? ❑Yes®No IF YES,PROVIDE A COPY.
$] Check Box After Reading: The owner/contractor/design professional is responsible for an drainage and storm water issues as provided by
Chapter 236 of the Town code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Buli di ft zone
On 1ftmun of the Town of Southold,Suffolk County,New York and other applicable laws,Ordinances or Regulations,for the construction of buiklings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with an applicable laws,ordinances building code,
housing code and regulations and to admit autlwrized inspectors on premises and In building(s)for necessary inspectlans.False statements made herein are
punishable as a CLass A misdemeanor pursuant to Section 210AS of the New York State Penal Law.
Application Submitted By(print name): Katherine Jean Samuels ®Authorized Agent ❑Owner
Signature of Applicant: Date: 30th January 2025
RE
STATE OF K) Florida
SS:
COUNTY OF Miami-Dade 1
Katherine Jean Samuels being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the Authouthoized Agent
(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/her knowledge and belief;and
that the work will be performed in the manner set forth in the application file therewith. w RiSA BRANA
Notary Public-State of Florida
Sworn before me this `o"'n°si°""HH5M5%
moires on April 1Z2M
30th day of January 20 25
Commission Expires 04/12/2028 Risa Brana Notary Public
Notarized remotely online using communication technology via Proof.
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not the owner)
Michelle S Metz residing at 1065 Leeward Drive Southold, NY 11971
I,
do hereby authorize Kate Samuels to apply on
S e
my 'e h Tr Southold Building Department for approval as described herein.
O UDC8os473- 1/28/25
Owner's Signature Date
Michelle S Metz
Print Owner's Name
2
ARCHITECTS:
SI �
'5385ESAMUELS+
G E A I E R /\ L NOTES O'rEs 12. ALL WORK OF THE VARIOUS TRADES INVOLVED WITH THE
STEELMAN
S ITE INFO GENERAL 1 V CONSTRUCTION OF THIS PROJECT, IS TO BE PERFORMED D RAW I N G LIST.
KEY PLAN LOCATION: 53855 MAIN ROAD, SOUTHOLD, NY 11957 1. ALL WORKS SHALL BE PERFORMED IN ACCORDANCE BY CAPABLE AND REPUTABLE CONTRACTORS, LICENSED IN
SITE AREA: 17,424 SF OR AO ACRES WITH ALL STATE, MUNICIPAL, LOCAL ZONING AND BUILDING THE STATE OF NEW YORK AND AS REQUIRED BY THE LOCAL T-100.00 TITLE SHEET, SITE PLAN
CODES AND ORDINANCES HAVING JURISDICTION AND BEST GOVERNING AGENCY. ADDRESS:
TYPE: HAMLET BUSINESS (HB) ST-100.00 SITE PLAN
S.C. Tax Map #: 1000-61.-1.-17 STANDARDS OF CONSTRUCTION PRACTICE. 13. ALL WORK OF THE VARIOUS TRADES IS TO BE
2. THE AMERICAN INSTITUTE OF ARCHITECTS CONDITIONS PERFORMED IN ACCORDANCE WITH STATE AND LOCAL A-101.00 PLANS 25235MAINROAD
. curcHocuE NY 11935
SHALL APPLY TO OIL WORK PERFORMED ON THIS PROJECT. CODES, AND ALL OTHER APPLICABLE AGENCIES AND 631-734-7420
MICHELLE METZ THE CONTRACTOR SHALL VERIFY OIL CONDITIONS CT THE STANDARDS GOVERNING THAT PARTICULAR TRADE, AND AS
SITE. ANY DISCREPANCIES MUST BE BROUGHT TO THE HEREINAFTER STATED OR IMPLIED. CONSULTANTS:
SURVEYOR: ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT 14. ANY WORK HEREINAFTER STATED OR IMPLIED WHICH IS
AERIAL LAND SURVEYING, DPC. OF CONSTRUCTTON, THE CONTROCTOR SHALL BE CONTRARY TO THAT REQUIRED BY THE APPLICABLE
53 PROBST DRIVE RESPONSIBLE FOR CORRECTIONS NOT REPORTED ONCE HE GOVERNING AGENCIES AND CODES IS TO BE BROUGHT TO
SHIRLEY, NY 11967 HAS STARTED WORK EXCEPT FOR HIDDEN JOB CONDITIONS, THE ATTENTION OF THE OWNER, AND CORRECTED IN
3. WIIL BE OF GOOD QUALLTY, FREE FROM FAULTS END ORDER TO CONFORM TO THOSE GOVERNING
LOT COVERAGE CALCULATION: DEFECTS FOR 0 PERIOD OF ONE YEAR FORM THE DOTE OF REQUIREMENTS. OWNER:
SITE AREA: 17,424 SF OR AO ACRES THE FINAL CERTIFICATE OF OCCUPOM;Y. 15. ANY DISCREPANCIES FROM THIS PLAN AND THE ACTUAL MICHELLEMETZ 0 4. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE
ALLOWABLE LOT COVERAGE (CONFORMING): 25/o CONDITIONS ARE TO BE REPORTED IMMEDIATELY TO THE 1065 LEEWARD DR
TOTAL ALLOABLE LOT COVERAGE: 4,356 SF CONSTRUCTION MEANS METHOD, TECHNIQUES, ARCHITECT OR HIS REPRESENTATIVE.
SOUTHOLD NY 11971
TOTAL LOT COVERAGE SF EXISTING: 2,009 SF (NO INCREASE SEQUENCES OR PROCEDURES, OR FOR THE SAFETY 16. ALL CONSTRUCTION MATERIALS ARE TO BE NEW AND OF
S PROPOSED) PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE A LEVEL OF QUALITY WHICH WILL INSURE THE QUALITY OF REVISIONS:
�L- TOTAL COVERAGE PROPOSED: 11% < 25% REQUIRED WORK AND HO WORK DESIRED BY THE OWNER.
5. SHALL NOT BE RESPONSIBLE FOR THE CONTRACTORS 17. RELOCATED PARTITIONS ARE TO BE DISASSEMBLED AND
FLOOR AREA RATIO: FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH RECONSTRUCTED TO INSURE DURABLE STRONG
53855 NY-25 N/A THE CONSTRUCTION DOCUMENTS. THE ARCHITECT SHALL CONSTRUCTION. DO NOT RELOCATE PARTITIONS AS A
NOT BE RESPONSIBLE FOR THE ACTS OR OMISSION BY COMPLETE WALL.
FLOOD ZONES: THE CONTRACTOR NO CHANGES SHALL BE MADE IN THE 18. SILL PLATES OF NEW AND RELOCATED PARTITIONS
25 N/A DOCUMENTS AND/OR THE BUILDING AS DESIGNED WITHOUT ARE TO BE SECURED DIRECTLY TO THE EXISTING FLOORING.
THE EXPRESSED WRITTEN CONSENT OF THE ARCHITECT. REMOVE ANY FINISH MATERIALS, SUCH AS CARPETING,
TRUSTEES: THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL PRIOR TO ANCHORING PLATE.
N/A MAINTAIN CONTINUOUS INSURANCE ,COVERAGE 19. PRIOR TO COMPLETION OF THE WORK, REMOVE FROM O STATUTORY POLICLES (WORKER COMPENSATION, ETC.) AND THE JOB SITE ALL TOOLS, SURPLUS MATERIALS, EQUIPMENT, _
DEC: GENERAL LIABILITY IN AN AMOUNT NOT LESS THAN $ 5 SCRAP, DEBRIS, AND WASTE, EXCEPT AS OTHERWISE
N/A MLLLLON AND AUTOMOBILE LLOBLLLTY AND DAMAGE NOTED BY THE OWNER.
COVERAGE NOT LESS THON $ 2 MILLION. THE ARCHITECT ALL CONDITIONS INDICATED OR IMPLIED AS EXISTING AT THE Q
SHALL BENAMED INSURED ON ANY AND ALL POLICIES. TIME OF THIS APPLICATION ARE NOT THE
CODE INFO 6. ALL CONSTRUCTION SHALL MEET NYS ENERGY RESPONSIBILITY OF THE ARCHITECT.
ALL WORK DONE UNDER THIS CONTRACT SHALL COMPLY WITH CONVERSATION CONSTRUCTION CODE. ALL GLAZED AREA 20. ALL CONDITIONS INDICATED OR IMPLIED AS EXISTING AT O
THE PROVISIONS OF THE SPECIFICATIONS, DRAWINGS AND TO BE DOUBLE GLAZED AND ALL EXTERLOR DOOR TO HAVE THE TIME OF CONSTRUCTION ARE NOT THE RESPONSIBILITY
CONSTRUCTION CRITERIA OF THE OWNER AND SHALL SATISFY LNSULOTED CORES. THE INSULATION PROTECTION AS OF THE ARCHITECT.
ALL APPLICABLE CODES, ORDINANCES AND REGULATIONS OF INDICATED ON THESE PLANS EXCEEDSTHE CODE'S MINIMUM 21. CONTRACTOR WILL FULLY COMPLY TO THE PROVISIONS uj
ALL GOVERNING BODIES INVOLVED. ANY MODIFICATIONS TO STANDARDS. OF THE FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT
THE CONTRACT WORK REQUIRED BY SUCH AUTHORITIES SHALL7. THESE DRAWINGS AND SPECIFICATION ARE OF 1920 AND TO ANY RULES AND REGULATIONS PURSUANT
BE PERFORMED BY THE TENANTS CONTRACTOR; ALL PERMITS INSTRUMENTS OF SERVICE AND SHALL REMAIN THE TO THE ACT. Lo
SCOPE OF - WORK: SHALL BE SECURED AND PAID FOR BY THE TENANTS PROPERTY OF THE ARCHITECT WHETHER THE PROJECT FOR 22. ALL MATERIALS AS WELL AS METHODS AND PROCESSES N
CONTRACTOR(S). APPLICABLE CODES INCLUDE BUT ARE NOT WHICH THEY MADE LS EXECUTED OR NOT. THEY MAY NOT USED IN THE PERFORMANCE OF THE WORK SHALL
LIMITED TO THE FOLLOWING: BE USED ON ONY OTHER PROJECT EXCEPT BY WRITTEN CONFORM TO THE STANDARDS OF THE BUILDING.
INTERIOR DEMO FOR TWO RETAIL STORES AT GROUND LEVEL. z
BUILDING AND STRUCTURAL 2020 CODE OUTHORLZATLON OF THE ARCHITECT. 23. CERTIFICATES OF INSURANCE AS REQUIRED UNDER THE
SMOKE AND CARBON MONO. 2020 CODE 8. A SINGLE STATION SMOKE DETECTOR ALARM DEVICE DOCUMENT TITLED "INSURANCE REQUIREMENTS FOR
SAFETY NOTICES 2020 CODE SHALL BE INSTALLED TRADES CONDUCTING OPERATIONS IN BUILDINGS FOR -�
IN EACH BEDROOM, ON ALL FLOORS AND SHALL BE WHICH CUSHMAN & WAKEFIELD INC. ACTS AS AGENT" Lo O
MECHANICAL 2020 MECHANICAL CODE INTERCONNECTED PER CODE. INCLUDED IN THE CONTRACT DOCUMENTS, MUST BE L _
PLUMBING 2020 PLUMBING CODE 9. ALL BATHROOM WITHOUT OPERABLE WINDOWS TO BE FURNISHED TO THE ARCHITECT PRIOR TO PROCEEDING 0 ~
ENERGY CODE 2018 NYS ENERGY MECHANICALLY VENTILATED OS PER NEW YORK STATE WITH ANY WORK AND REQUIRED INSURANCE IS TO BE (o O
CONSERVATION CODE. MAINTAINED AT ALL TIMES DURING CONSTRUCTION.
10. NO WORK IS TO BE STARTED UNTIL A BUILDING PERMIT
HAS BEEN SECURED AS REQUIRED BY THE APPLICABLE
GOVERNING AGENCY OR AGENCIES.
11. ALL CONDITIONS AND DIMENSIONS ARE TO BE VERIFIED
BEFORE START OF ANY WORK AND DISCREPANCIES OR PROJECT NAME:
VARIATIONS TO APPROVED PLAN ARE TO BE BROUGHT TO
THE ATTENTION OF THE OWNER BEFORE PROCEEDING.
PROJECT ADDRESS:
53855 NY-25
SOUTHOLD NY, 11971
,���tED ARC
G�5 ENE JEA/yS
04436
�ITFOF NE��O
DRAWN BY.- KS
DATE. 11120124
SCALE.-
DRAWING SHEET NAME.
TITLE PAGE
DRAWING SHEET NO:
ARCHITECTS:
538515MAIIN ROAD RENOVATION .
SAMUELS+
EELMAN
SITE NOTES: 2. PERMANENT SEEDLINGS - SEE LANDSCAPING PLANS SURVEY OF ST
1. ALL EXISTING CONDITIONS INDICATED ON THE PLANS TO BE REMOVED OR D. THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE MINIMIZED TO Tax Map Lot
RELOCATED ARE TO BE SO EXECUTED IN A MANNER THAT WILL NOT DISTURB REDUCE RUNOFF VELOCITIES. RUNOFF SHALL BE DIVERTED AWAY FROM CLEARED 15.3, N/O/F of ,1n+ o� PROPERTY ADDRESS:
ADJOINING AREAS OR CONDITIONS WHICH ARE TO REMAIN. SLOPES. WALTER
2. EXTREME CAUTION IS TO BE TAKEN DURING DEMOLITION, TO OBSERVE ANY E. SEDIMENT SHALL BE TRAPPED ON THE SITE AND NOT PERMITTED TO ENTER STACHECKI �6 6Q�6 as ,E Tax Map Lot 23, SI TUA TE 25235 MAIN ROAD
VARIATIONS OR UNFORESEEN DISCREPANCIES IN THE PLANS AND ADJACENT PROPERTIES OR PUBLIC ROADS OR DRAINAGE SYSTEMS. SEDIMENT �� N/0/F of ANDREW TOWN OF SOUTHOLD CUTCHOGUE NY 11935
REPORTED IMMEDIATELY TO THE OWNER. BARRIERS SHALL BE INSTALLED ALONG THE LIMITS OF DISTURBANCE PRIOR TO THE rc O° CHARRON SU 631-734-7420
ALL EXISTING SITE CONDITIONS DAMAGED BY EQUIPMENT, MACHINERY, OR START OF CONSTRUCTION AND SHALL BE MAINTAINED UNTIL CONSTRUCTION IS \ 11 o. 1 COUNTY, NEW YOR K
Tax Map Lot 15.5, X2.�as �� TAX N No. 1000-06100-0100-017000 CONSULTANTS:
CONSTRUCTION, ARE TO BE REPAIRED OR REPLACED TO THEIR EXISTING COMPLETE. N/O/F of SOUTHOLD � 00; SCALE 1"=30'
CONDITION PRIOR TO CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. F. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT SOIL FREE LIBRARY FEAPRIL 14, 2023
�
3. REMOVE AND STORE ON SITE ALL SHRUBS NOT DAMAGED BY FIRE AND REPLACE AND LOOSE DEBRIS FROM BEING TRACKED ONTO LOCAL ROADS. THE CONSTRUCTION / �X aa'w
AFTER CONSTRUCTION IS COMPLETED. ENTRANCE SHALL BE MAINTAINED UNTIL THE SITE IS PERMANENTLY STABILIZED. ANY / °~
,c AREA = 17,732 sq. ft.
4 FINISH GRADE: TO ELEVATIONS AS NOTED ON THE CONTRACT DOCUMENTS. CUT SEDIMENT TRACKED ONTO PUBLIC ROADS TO BE REMOVED OR CLEANED ON A DAILY 25.45X 0.407 ac.
REMOVED FROM NEW EXCAVATED AREAS IS TO BE USED FOR FILL WHERE BASIS. ° OWNER:
REQUIRED TO OBTAIN DESIRED GRADE. G. ALL RUNOFF SHALL BE RETAINED ON SITE IN ACCORDANCE WITH LOCAL J NE
5. ALL FILL MATERIAL SHALL BE SOIL OR SOIL-ROCK MIXTURE FREE FROM ORGANIC REGULATIONS S� Tax Map dot 17 1065LEMICHEL WARD
m -fix 1065 LEEWARD DR
MATTER AND OTHER OBJECTIONABLE MATERIAL. IT SHALL CONTAIN NO ROCKS AND APPROVALS. DRAINAGE INLETS INSTALLED ON SITE SHALL BE PROTECTED FROM 00 X� LEGEND: SOUTHOLD NY 11971
Z4. X2= Tax Map Lot 22,
OR LUMPS OVER SIX INCHES IN GREATEST DIMENSION AND NOT MORE THAN 15% SEDIMENT BUILDUP THROUGH THE USE OF APPROPRIATE INLET PROTECTION. !y .sad X N/O/F of GEHAD AL
OF THE ROCKS OR LUMPS SHALL BE LARGER THAN 2 1/2 INCHES IN GREATEST H. APPROPRIATE MEANS SHALL BE USED TO CONTROL DUST DURING � HADIDI REVISIONS:
DIMENSION. CONSTRUCTION. � E
6. TOP 6" OF NEWLY GRADED AREAS IS TO BE TOP SOIL RAKED FREE FROM I. FOLLOWING PERMANENT STABILIZATION, PAVED AREA SHALL BE CLEANED OF ` , OVERHEAD UTILITY WIRES
DEBRIS, STICKS, STONES OVER 2" IN SIZE AND OBJECTIONABLE MATERIAL. SOIL AND DEBRIS AND DRAINAGE SYSTEMS SHALL BE $� Mil
CONTRACTOR/OWNER IS RESPONSIBLE FOR NOTIFYING ALL UTILITY COMPANIES CLEANED AND FLUSHED AS NECESSARY. P, o"�w ® MANHOLE
AND VERIFYING LOCATION OF SAME UTILITY COMPANIES LINES, SERVICES AND J. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTION AND PROPER MAINTENANCE /
OTHER POSSIBLE EQUIPMENT OF UTILITY COMPANIES. OF EROSION CONTROL MEASURES. INSPECTIONS / TREE
7. GENERAL CONTRACTOR OR OWNER SHALL FIELD VERIFY ALL INVERT MUST BE PERFORMED EVERY SEVEN CALENDAR DAYS AND IMMEDIATELY AFTER Tax Map Lot GAS VALVE
SO
ELEVATIONS AND SEWER CONDITIONS INDICATED PRIOR TO CONSTRUCTION, PERIODS OF RAINFALL GREATER THAN ONE HALF INCH. MAINTENANCE MEASURES ARE 1 N/o/F of y, .sue ® ,
SOUTHOLD ® BOLLARD
ARCHITECT ,ASSUMES NO RESPONSIBILITY FOR INFORMATION CONTAINED IN TO INCLUDE, BUT ARE NOT LIMITED TO, CLEANING OF RECHARGE BASINS, SEDIMENT FREE LIBRARY 16;t
SURVEYS OR SEWER DEPARTMENT RECORDS. TRAPS AND DRYWELLS, CLEANING AND REPAIR OF SEDIMENT BARRIERS, REPAIR OF 'o o WATER VALVE
BERMS AND RUNOFF DIVERTERS, AND CLEANING AND REPAIR OF INLET PROTECTION , '' ® TO O
GENERAL STORMWATER POLLUTION PREVENTION NOTES DEVICES. '
PERMANENT STORM WATER RUNOFF CONTROL MEASURE K. DURING CONSTRUCTION, THE CONTRACTOR WILL COMPLY WITH ALL LOCAL
SITE DESCRIPTION & GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE REGULATIONS CONCERNING THE DISPOSAL OF SOLID WASTE AND DEBRIS AND TOXIC
DEVELOPMENT ACTIVITIES FOR THIS PROJECT WILL CONSIST OF: AND HAZARDOUS WASTE, AS WELL AS SANITARY SEWER AND SEPTIC SYSTEM �y ® Tax Map Lot 18,
1. INSTALLATION OF TEMPORARY EROSION CONTROL MEASURES (SILT FENCE REGULATIONS. TEMPORARY FENCING SHALL BE ERECTED AS s r , N/O/F of D B
BARRIERS) SHOWN ON SITE PLAN ALONG WITH THE PLACEMENT OF DUMPSTERS TO CONTROL ® � �0 AND B CORP O
2. CLEARING OF TREES AND BRUSH IN AREAS SHOWN ON SITE PLAN THE BUILDUP OF DEBRIS. THE CONTRACTOR SHAPED PERIODICALLY CLEAN UP ANY s ."&, Z
3. DEMOLITION AND REMOVAL OF THE EXISTING BUILDING AND SEPTIC SYSTEM DEBRIS ACCUMULATED ALONG THE TEMPORARY FENCE AND EMPTY THE DUMPSTERS `
°� � CONC.
4. EXCAVATION FOR A NEW BUILDING FOUNDATION AND SWIMMING POOL REGULARLY.THE CONTRACTOR WILL REPORT ANY REQUIRED MODIFICATIONS TO THEuj
5. CONSTRUCTION OF A NEW FOUNDATION AND SWIMMING POOL SWPPP NECESSITATED BY FIELD CONDITIONS OR CONSTRUCTION ACTIVITIES TO THE ,s.�
6. CONSTRUCTION OF THE NEW RESIDENCE ENGINEER/ARCHITECT FOR REVISION OF THE SWPPP WHERE APPROPRIATE. x Map Lot M �Y 0
7. SITE GRADING NEEDED FROM THE REAR OF THE FOUNDATION. SEE SECTION. 6a N/O/F of X18.52
8. CONSTRUCTION OF UNDERGROUND ELECTRIC AND UTILITY LINES FROM THE DESCRIPTION OF CONSTRUCTION AND WASTE MATERIALS STORED ON SITE FHV LLC zy LO
UTILITY POLE TO THE NEW BUILDING CONSTRUCTION MATERIALS SHALL INCLUDE CONCRETE WOOD FORMS BUILDING ' ® cma 0
ASSOCIATED METAL ATTACHMENTS PRECAST CONCRETE NOTES: '� �� -'9 CO � O; N
9. CONSTRUCTION OF A NEW UNDERGROUND WATER LINE FROM THE NEW ON SITE LUMBER AND ASSOC 0 5 >-
WELL TO THE NEW RESIDENCE SEPTIC/DRAINAGE STRUCTURES, PREFABRICATED BUILDING COMPONENTS (WINDOWS, 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM �• z
10. INSTALLATION OF THE NEW SEPTIC SYSTEM DOORS, CABINETS, FLOORING MATERIALS, FINISHED ROOFING AND SIDING MATERIALS, EXISTING ELEVATIONS ARE SHOWN THUS: XQoo.00 °"
11. INSTALLATION OF ON SITE DRAINAGE STRUCTURES (PERMANENT STORM WATER LIGHTING FIXTURES, PLUMBING FIXTURES), GYPSUM WALL BOARD, BATT AND RIGID '�`�b� \\_I& J
RUNOFF CONTROL MEASURES) INSULATION, PIPING FOR PLUMBING, OUTDOOR PAVING MATERIALS. LOO
12. INSTALLATION OF UNDERGROUND PIPING FROM GUTTERS AND DOWNSPOUTS TO L. WASTE MATERIALS SHALL INCLUDE DEMOLITION MATERIALS FROM THE EXISTING �O � r_ Lo
THE DRAINAGE STRUCTURES BUILDING STRUCTURE, UNUSED BUILDING MATERIALS AND PRODUCTS, TRASH FROM /Cj \vv ` �J�� yy \ o ,�ti6•
13. FILLING AND GRADING OF SOIL ABOVE DRAINAGE STRUCTURES CONSTRUCTION WORKERS MEALS AND DRINKS. PROJECT SITE SHALL HAVE A 2 Q\ QQ�`'� N27°50'00"W �° > ''" ►�. � 0
14. CONSTRUCTION OF NEW TERRACES AND WALKWAYS DUMPSTER THAT ALL WASTE MARERIALS WILL BE TEMPORARILY STORED AND \ �v .( ,� /�,c M
le
15. CONSTRUCTION OF NEW DRIVEWAY AND PARKING AREAS INCLUDING GRADING DUMPSTER SHALL BE EMPTIED WEEKLY BY A PRIVATE CARTING COMPANY. � �' S•�of 42.50 (DEED) \ o �,
AND DRIVEWAY SURFACING \ '�'- S- y� \ �, y�
16. INSTALLATION OF NEW LANDSCAPING PLANTS, LAWNS X,•6,, �,� �o. X � •==
17. REMOVAL Of= THE TEMPORARY EROSION CONTROL MEASURES EXISTING SEPTIC SYSTEM
\ � oRy �/ ,, �• O PROJECT NAME:
POLLUTION CONTROL MEASURES \\ ���o�y B � S� / �, \•
NO WORK INCLUDED \ �.`L ,� s� �o rp0?IN ACCORDANCE WITH THE PROVISIONS OF THE TOWN OF SOUTHOLD, CHAPTER 236,
STORM WATER MANAGEMENT AND EROSION AND SEDIMENT \\\ oo�o• / \ x � �• 0' O
CONTROL MEASURES INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING SHALL BE \ �.6 • �+
EMPLOYED DURING CONSTRUCTION: k� $:�oRy / . • � 5610
� �• �' PROJECT ADDRESS:
A. EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED (BY INSTALLATION OF - -
CONSTRUCTION FENCE OR OTHER APPROVED MEANS) AND SHALL REMAIN 53855 NY-25
UNDISTURBED. SOUTHOLD NY, 11971
B. CLEARING AND GRADING SHALL BE SCHEDULED SO AS TO MINIMIZE THE EXTENT
OF EXPOSED AREAS AND THE LENGTH OF TIME THAT AREAS ARE EXPOSED. A MAXIMUM
OF 1 ACRE SHALL BE DISTURBED AT ONE TIME UNLESS WRITTEN PERMISSION IS 'RED A&
GRANTED BY THE NYSDEC. GRADED AND STRIPPED AREAS SHALL BE KEPT STABILIZEDC��
THROUGH THE USE OF TEMPORARY SEEDING AS REQUIRED. SEED MIXTURES SHALL BE
IN ACCORDANCE WITH THE SOIL CONVERSATION SERVICE RECOMMENDATIONS.
C. BARE SOILS SHALL BE SEEDED WITHIN 14 DAYS OF EXPOSURE, UNLESS * �'
CONSTRUCTION WILL BEGIN WITHIN 21 DAYS AS SECTIONS ARE
COMPLETED, OR IF CONSTRUCITON ON AN AREA IS SUSPENDED, THE AREA SHALL BE p"
SEEDED IMMEDIATELY.
A. SEED PREPARATION - SCARIFY SOIL IF COMPACTED, REMOVE DEBRIS AND gr C4436
F4F NE�N�
OBSTICILES SUCH AS ROOTS AND STUMPS.
B. SOIL AMENDMENTS DRAWN BY.KS
1. LIME TO PH 6.0 DATE: 11120124
2. FERTILIZE WITH 6600 LBS OF 5-10-10 OR EQUIVALENT PER ACRE (14 LBS/100 SQ.
SCALE:
FT.)
C. SEED MIXTURES DRAWING SHEET NAME:
1. TEMPORARY SEEDLINGS
A. RYEGRASS (ANNUAL OR PERENNIAL) @ 30 LBS. PER ACRE (0.7 LBS PER 1,000 SQ.
FT.) SURVEY
B. CERTIFIED "AROOSTOOK" WINTER RYE (CEREAL RYE) @ 100 LBS. PER ACRE (2.5
LBS PER 1,000 SQ. FT.) USE WINTER RYE IF SEEDING INOCTOBER/NOVEMBER.
DRAWING SHEET NO:
ARCHITECTS:
SAMUELS+
ST
ADDRESS:
25235 MAIN ROAD
CUTCHOGUE NY 11935
631-734-7420
CONSULTANTS:
OWNER:
MICHELLE METZ
1065 LEEWARD DR
SOUTHOLD NY, 11971
REVISIONS:
DN
® 12EXISTING
EXIST. PORCH ABOVE CONC. STAIR
& LANDING O
1 _
C
I DN
Q
-- -- O
\ j BATHRM /
1�REMOVE ALL EXISTING PLUMBING FIXTURES, EXISTING 'V^,
FINISHES, DOORS �\ STORAGE AREA (V
z
REMOVE ALL EXISTING CARPE 5
REMOVE ALL EXISTING METAL PANEL,GYP ' ^ 0
BOARD, EXISTING OUTLETS, LIGHT FIXTURES
— — F=—
BATH
Ji M �0^^
EMOVE ALL EXISTING GYP BOARD, I gip^�� \ Lo v!
EXISTING OUTLETS, LIGHT FIXTURES
. Z
REMOVE ALL EXISTING PLUMBING FIXTURES,
FINISHES, DOORS PROJECT NAME:
EXISTING i EXISTING
RETAIL STORE -- REALTY OFFICE
STOR.
REMOVE ALL EXISTING GYP BOARD, PROJECT ADDRESS:
EXISTING OUTLETS,LIGHT FIXTURES
53855 NY-25
——— SOUTHOLD NY, 11971
REMOVE ALL EXISTING CEILING
REMOVE ALL EXISTING CEILING TILES- GYP BOARD
-- XISTING SIDING TO REMAIN ED ARch,�
JEANS
REMOVE ALL
EXISTING WOOD FLOORING
REMOVE EXTERIOR
REMOVE EXT^R
DOOR AND REPLACE W/TEMP DOOR AND REPLACE EM`P
04436
UP OF NEw O
DRAWN BY.KS
DATE: 11120124
SCALE.
XISTING WINDOWS TO REMAIN DRAWING SHEET NAME:
RETAIL DEMO PLAN
SCALE: 1 /4 f-0" DEMO PLANS
DRAWING SHEET NO: