HomeMy WebLinkAbout50183-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
s
TOWN CLERK'S OFFICE
� n 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#: 50183 Date: 1/4/2024
Permission is hereby granted to:
5295 Bridge Ln LLC
170 S Penata uit Ave
Bays NY 11706
To: construct accessory in-ground swimming pool as applied for.
At premises located at:
25295 CR 48, Cutcho ue
SCTM #473889
Sec/Block/Lot# 84.-1-6.17
Pursuant to application dated 11/15/2023 and approved by the Building Inspector.
To expire on 7/5/2025.
Fees:
SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $300.00
CO- SWIMMING POOL $100.00
Total: $400.00
Building Inspector
fq 14-4,
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
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Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-9502 iit :/)",��,w' .sotitlioldlQA!M lg
Date Received
BUILDINGAPPLICATION FOR
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For Office Use Only
,.
6 Qf
PERMIT NO. Building Inspector.,
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Applications and forms must be filled out in their entirety.Incomplete
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applications will not be accepted. Where the Applicant is not the owner,an
Owners Authorization form(Page 2)shall be completed.
Date:11/14/23
OWNER(S)OF PROPERTY:
ry
Name:Bridge Lane LLC Rgsideqyp LOT 17 SCTM# -84-01-06.17
Project Address; utchogue NY 11935
Phone#:631-603-9092 Email:aportillo@amparchitect.com
Mailing Address:P.O Box 152 Mattituck NY 11952
CONTACT PERSON:
Name:AMP Architecture (Brooke Epperson)
Mailing Address:P.O Box 152 Mattituck NY 11952
Phone#:631-603-9092 Email:bepperson@amparchitect.com
DESIGN PROFESSIONAL INFORMATION:
Name:Anthony Portillo AMP Architecture
Mailing Address:P.O Box 152 Mattituck NY 11952
Phone#:631-603-9092 Email:aportillo@amparchitect.com
CONTRACTOR INFORMATION:
Name:
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
DOther Inground Pool
Will the lot be re-graded? ❑Yes F!9No Will excess fill be removed from premises? *Yes ONO
1
PROPERTY INFORMATION
Existing use of property:Single Family Residence Intended use of property:Single Family Residence
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
AC Nonconforming I
this property? ❑Yes 50No IF YES, PROVIDE A COPY.
M Check x After Reading: The owner/contractor/design professional is responsible for all 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 Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable taws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,builcrmg code,
housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.false statements made herein are
punishable as a Class A misdemeanor pursuant to Section 220AS of the New York State Penal Law.
Application Submitted By(print name): RAuthorized Agent ❑Owner
Signature of Applicant: Date:
STATE OF NEW YORK)
SS:
COUNTY OF iV
being duly sworn, deposes and says that (s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the 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
BARBARA H.TANDY
Sworn before me this Notary Public,State Of New York
No. 01 TA6086001
` 1 Qualified In Suffolk County s ��,day of N 1y PijYl b�' 20 al Commission Expires d
Notary Public
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not the owner)
I, w residing at
do hereby authorize i--�L to apply on
my behalf to the wn of Southold Building Department for approval as described herein.
Owner's Signature Date
Print Owner's Name
2
SITE PLAN HATCH KEY:
® PROPOSED DWELLING 4 GARAGE
PROPOSED I.G. POOL rLL--
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° PROP. POOL ��'"` r°+,'_, �'r: ,,. l, m>�a<�; ��`. .]�.•�". .. � ;,,�, �c <t,` �Ct �
PROP. POOL ENCLOSURE z .;•' r!
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- ENCLOSURE FENCE ♦ ,..;,+`/ !, ,.�1,
FENCE ..,.r,.
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5UBJEGT PROPERTY
EL.=54.27' Pte'��\� \ ♦X77 SITE LAYOUT NOTES: '' ' ' e tr7 x .,a ,,.t ,.,}J T�
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PROP. 8'� � P` OPS ����� I. THIS IS AN ARCHITECT'S SITE PLAN 8 IS � �� a���" !�.r �: � � � '���''`• �,,��"'"Y, .�•y; ��e�r' � .
�P� �, �, ♦p SUBJECT TO VERIFICATION BY A LICENSED �P U
DRYWELL (�OiP�\ � .�1 p\� N SURVEYOR. THE INFORMATION �. w '
i REPRESENTED ON THIS 517E PLAN IS TO THE '=°�.r :{fh :.`" ' i" ' fj ■//.■■ `■
1 tly4` 4,*;/ �'= f ' .aiw-�j�°� , 1` "H. y .,,•S� f � W
1 0 SELF ARCHITECTS BEST OF KNOWLEDGE. ">• C/ ' ��
CLOSING `\ we
GATE ,j POOL Z� 2. SURVEY INFORMATION WAS OBTAINED .,` r' .f; '� ~ `° �r� .�} `" ,, "� d�'" P I •
DRYWELL FROM A SURVEY DATED AUGUST I6, 2022tv
. -
AND PREPARED BY:
POOL EQUIP. p SCREEN \ YOUNG 4 YOUNG '' -;` �^" U
WALL 18 x 36 ♦ 400 05TRANDER AVENUE
1 IN-GROUND POOL \
PROP. BURIED 28'5 RIVERHEAD, N.Y. I1a01 °`�-
- (SEPARATE FILING) * : .p:.:�• . . - . -.
NATURAL GAS LINE __ -- O \ TELEPHONE: (516) -127-2303
_ \ L.00AT I ON MAP �
� ----PROP. WATER SUPPLY LINEr-
Aft
nn 11
0 8.4 5' PATIO ® GRADE SCALE: NTS
W
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t- � 60.0' \
14 2-5TORY WD. FR.
1 / DWELLING S GARAGE \` COVERED
N p - 8.0' w/ BASEMENT in PATIO `♦
U) z O (6 BEDROOMS) N \
4�11 p F.F. EL.=55.1'
o GAR. EL.=54.0' S, SELF ♦ C�j�— PROJECT LOCATION & SCOPE
Q I ROF. 1510DRYWELL ' PRO. I I 6'x12' CLOSING VACANT LOT SITE PLAN & ZONING DATA
G.O. I I COVERED j- GATE
24.0'/ I I STOOP
-1 -- -- — - RONT YARD SETBACK � \
AG PAD. 20.0' 20.0' O i PROP. 8'�
o � DRYWELL ��-2 PROPGENEOSED
AEDOTES
j o TEsr ` OS POOL, SECTION, & DETAILS
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HOLE #2 ♦
� I - 25.0' I ', 30.0' ' --
PERVIOUS DRIVEWAY
4 PARKING
/PROL_ ___
��E.P.i I ELECT.
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METER
EL.=53.80' PRO. PRO.
1 L. . L.P. - PROF.----ED ELECTRIC LINE--
-- --�\
- - - \
Nla°23'20"W I61.?7' EL.=53.38' \ ` -FROFOSED la' X 56' I N-C ROUND FOOL
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FR0�1EOT BATA :
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`\\ �,�� ♦ PROJECT / ZONING DATA �
♦ ` o s ` PROJECT:
\\ G� c4 ♦ TAX MAP # 1000-84-I-6.1"1
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♦ `\ per �'P�L ♦ ZONING DISTRICT AG / NG BRIDGE LANE LLC
VACANT LOT w/ `♦ ` �G �y LOT AREA - VACANT LOT O.oi ACRES
PROPOSED `��, -� RESIDENCE
DWELLING \ d
♦ \\0- LOT COVERAGE
(PUBLIC WATER C4
PROPOSED) \ \\p ♦ DESCRIPTION (FOOTPRINT) AREA % LOT 5395 BRIDGE LANE
♦ �\� covERAGE CUTCHOGUE NY 11935
\\ ♦ TOTAL LOT AREA 40,IQ5 S.F.
��♦ \ `♦ PROP. HOUSE 8 GARAGE 2,681 S.F. 6.7910
� DRAWING TITLE:
\
♦ \\ PROP. INGROUND POOL 648 S.F. 1.6910 PROJECT LOCATION & SCOPE
\ ♦ EL.=52.20'/ PROP. STOOPS 136 S.F. 0.5% SITE PLAN & ZONING DATA
♦ \ TOTAL AREA OF ALL STRUCTURES 3465 S.F. 8.6910
oo **MAXIMUM LOT COVERAGE ALLOWED - 20910
PROP. UTILITY POLE w/ PAGE:
BURIED ELECTRIC LINES TO ♦ 1 -
TEST HOLE K2 DATA BOTH ADJOINING LOTS
FROM FILED MAP I - ACCESSORY STRUCTURE REaUIREMENT5
- `'o 50UTHOLD TOWN GORE 2e>0-15I "'
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\ 1 G P-J.
PROPOSED COMPLIES
/ DATE: 01/02/23 1 OF 2
LOAM � /
MINIMUM SIDE YARD 15.0' 32.0' YES
/ ' \ MINIMUM REAR YARD 15.0' 15.3' YES
a.o' - 1200
/ MAX. SQUARE FOOTAGE S.F.
648.0 S.F. YES
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SAND
GRAVEL
15 0' o s :o 2o eo 4o a
COMMENTS. NO GROUNDWATER I TL FLAN` M
ENCOUNTERED.
CLIMATIC $ GEOGRAPHIC; DESIGN CRITERIA
GROUND SNOW LOAD 25 LBS Q
BASIC WIND SPEED 150 MPH
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EXPOSURE CATEGORY B J (a
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SEISMIC DESIGN CATEC70RY B Q •t N
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WEATHERING SEVERE O D
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FROST LINE DEPTH 3'-O" }- (D
TERMITE MODERATE TO HEAVY 0 � Oi
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ICE BARRIER REQUIRED YES X O N
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NOTES $ 5f='EG 1 F 1 GAT 1 ON5 FOUNDATION. CONCRETE, AND MASONRY Q 0- O
IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEPTHIS CONSTRUCTION DOCUMENT BINDER 1. CONTRACTOR5 TO VERIFY ALL DIMENSIONS OF EX15TINO FOUNDATION AS IT
T06ET1iER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE
SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 5U15-CONTRACTORS IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF
THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. n 1
GENERAL 2. ALL FOOTINC75 TO BEAR ON FIRM,VIRGIN, UNDI5TURBED 501L
I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 5. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N.
APPLICABLE BUILDING DEPARTMENT.
2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. FOOTINGS TO REST A MIN. OF 4'-O" BELOW GRADE, UNLESS
ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING OTHERWISE NOTED 36'-O" 70
STRUCTURE/51TE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. WALLS TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWIN65, U.O.N. 3'-6" 6'-6" 14'-0" 12'-O"
5. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES b. NO BACK FILL SHALL BE PLACED A&AIN5T FOUNDATION WALLS
AND AUTHORITIES HAVING JURISDICTION. UNTIL 151 TIER OF FRAMING IS IN PLACE. 4'-0"
12" STONE COPING W
4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RE5PO�SIBILITY 'I, FOOTINGS TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWINGS.
OF THE OWNER/BUILDER 4-J
5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 8. ALL OPENIN65 FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED
SHALL BE CLARIFIED WITH THE ARCHITECT/EN6INEER BEFORE PROCEEDING SOLID WITH CONCRETE. -
WITH THE WORK. -BENCH-
g. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003.
6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 O
UNLESS APPROVED BY THE ARCHITEGT/ENSINEER. DAYS OF 4,000 P.5.1., U.O.N. N
7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS II. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH
BEFORE THE START OF FRAMING 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER
8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. V J
12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. �1
g. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RE51STANT TIES - �J
10. OWNE"UILDER ARE RESPONSIBLE FOR ALL INSPECTIONS,APPROVALS, (1) WALL TIE PER (5) 50. FT. Q
CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, PROPOSED u
MAX. 32'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. IN-GROUND POOL N
II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA -
AND SHALL NOT BE ALTERED OR BE REPF:ODUCED WITHOUT WRITTEN
PERMISSION FROM THE ARCHITECT. 15. APPLY (U GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. -CONCRETE W/VINYL LINER-
FROM FOOTING TO 2" ABOVE FINISH GRADE. 4A
12. THE ARCHITECT 15 NOT RETAINED FOR 5UPERVI5ION OF THE WORK AND 15
RESPONSIBLE FOR DE516N INTENT ONLY. 16. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES Z
OF 40°F AND FALLING, UNLESS APPROVED BY ARCHITECT/EN6INEER. NO
15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. CONCRETE SHALL BE PLACED ON FROZEN 5URFACE5.
14. THE CONTRACTOR SHALL KEEP PREM15ES REASONABLY GLEAN AT ALL 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY ----
TIMES.
TIMES. AT THE COMPLETION OF WORK,THE CONTRACTOR SHALL REMOVE ALL ARCHITECT/ENGINEER. rICP-I
RUBBISH, W45TE MATERIALS, TOOLS, ETC., GLEAN GLASS AND LEAVE WORK I-I
BROOPi GLEAN. 15. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND
WHERE EVER APPLICABLE.
15. THE CONTRACTOR SHALL CARRY WORI<MAN'5 COMPENSATION AND GENERAL
LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES Ig. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A
AND ORDINANCES. MIN. 10" DEEP PROJECTING 6" ON EACH 51DE OF THE FOUNDATION WALL. m 1uf 1uP
PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK
16. THE CONTRACTOR SHOULD FULLY GUARANTEE H15 WORK AND THE WORK OF CONCRETE SLA55 TO HAVE 6x6 10/10 WELDED WIRE REINFORCING.
THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER
COMPLETION OF PROJECT. 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED
AS IN 50LID d SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 5"
1-1. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, DEEP 8 5'-0" BELOW GRADE.
ARCHITECT/ENOINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND
A6AIN5T ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INGLUDIN6
ATTORNEYS FEES ARISING OUT OF OR RE5ULTIN6 FROM THE PERFORMANCE OF SWIMMING POOL 4 HOT TUB
THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) I. IN-GROUND POOLS SHALL BE DESIGNED AND CONSTRUCTED IN CONFORMANCE
IS ATTRIBUTABLE TO BODILY INJURY, 510KNE55, DISEASE OR DEATH OR TO WITH ANSIAPSP/ICG 5 (AMERICAN NATIONAL STANDARD FOR RESIDENTIAL
INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK INOROUND SWIMMING POOL5, 2011)
ITSELF INGLUDIN6 THE LOSS OR USE RESULTING THEREFROM). (B) 15 CAUSED IN 2. PERMANENTLY INSTALLED SPAS AND HOT TUBS SHALL BE DESI6NED AND
WHOLE OR IN PART BY ANY NEGLIGENT ACTT OR OMIE75ION OF THE CONSTRUCTED IN CONFORMANCE WITH ANSIAPSP/ICG 6 (AMERICAN NATIONAL
CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY STANDARD FOR RESIDENTIAL PORTABLE SPAS AND SWIM SPAS, 2015)
EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHO5E ACTS ANY OF THEM MAY 3. AN OUTDOOR SWIMMING POOL SHALL BE SURROUNDED BY A TEMPORARY
BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A 0 5 10 2p
PARTY INDEMNIFIED HEREUNDER. BARRIER (MINIMUM 45" IN HEIGHT) DURING INSTALLATION OR CONSTRUCTION
THAT SHALL REMAIN IN PLACE UNTIL A PERMANENT BARRIER IN COMPLIANCE � O�O � I�/= OU�� POOL
� �,/O�T GRAPHIC SCALE
15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 WITH LOCAL AND STATE RESIDENTIAL BUILS
DING CODES I5 PROVIDED. J L./ I
BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING 4. 5WIMMIN6 POOLS SHALL BE COMPLETELY ENCLOSED BY A PERMANENT
Z
ui
OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY T-IE CONTRACTOR BARRIER COMPLYING WITH SECTIONS 8326.4.2.1 THROUGH 8326.4.2.6 OF THE SCALE: 1/4" = 1'-O" 2
TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, 5PECIFICATIONS, 5. BA NYS RESIDENTIAL GODS.
5. BARRIERS,BARRIER GATES, LATCHES, ALARMS AND MECHANICAL FUNCTIONS 0
APPLICABLE GORES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS SHALL COMPLY WITH SECTIONS 8326.4.2.7 THROUGH R326.7.3 OF THE 2020 NY5 0
AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN
AUTHORIZATION OF THE ARCHITECT/EN61NE°ER. RESIDENTIAL GORE.
ig. THE CONTRACTOR SHALL BE RE51PON5113LE FOR ANY SHOP DRAWIN65 SITE WORK
NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 1. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR
PERTAINING ARE TO BE FIELD VERIFIED.
2. VERIFY ALL 61VEN DATA ON DRAWINGS. IF THERE 15 A DISCREPANCY, Lu
20. CONTRACTOR TO REMOVE $ RELOCATE AS REQUIRED ALL EXISTING WORK RECEIVE CLARIFICATION FROM ARGHITEGT/ENGINEER PRIOR TO PROGEEDIN6.
WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER.
3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWIN65. PROJECT:
21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACT)RER'S STOCKPILE TOPSOIL OBTAINED FROM 5TRIPPING DRIVEWAY AND BUILDING
SPECIFICATIONS, UNLESS NOTED OTHERWIE-E• SITE. STOCKPILE ALL EXCAVATED MATERIALS.
22. PROVIDE FIREBLOCKIN6 AS PER NEW YORK ACCESSIBILITY STANDARDS. 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE
ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT IS UNSUITABLE BRIDGE LANE LLC
23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE.
UNAUTHORIZED USE UNDER FEDERAL LAW 13Y THE ARCHITECTURAL WORKS RESIDENCE
COPYRIGHT PROTECTION ACT OF IggO (AH OPA), WHICH HAS SEVERE PENALTIES. 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING.
5395 BRIDGE LANE
CUTCHOGUE, NY 11935
5TON= COPIN
_O DRAWING TITLE:
10" POURED GONG. WALL; GENERAL NOTES
PROVIDE (2) #4 HORZ. REBAR AT
\\�\// // // °� 4 TOP AND BOTTOM OF WALL•W/ TOP OF POOL WALL PROPOSED POOL SECTION
\\\ #4 VERT. REBAR 3g" O.G. ELEV. 0.0' TOP OF POOL WALL
\ \ \ \ \ 1 ELEV. oo-o' & DETAILS
\ \ \ \ \ I iGRADE N GRADE'
/\\/\\/\\/\\/\\/ •. i , SEE SECTION // // // : // .• 4 - /\//\//
/\\ \\ \\ II d PLANS FOR \/\\/\\//.'1 /\\/� m t'\/\/ PAGE:
\/\/ I DEPTHS ------ / / / / / \4/\\/\\/
//111 A
\ \UNDISTURBED/\\ . 0 \ 4_b \ //\//\//\//\//\//\/ 27% SLOPE;33%
EARTH // I I SHALLOW POOL FLOOR \\/\\/\\�\\/ � �'\\�\\�r /\/\/\/\/\/\/\ \ MAX. ALLOWED IGP-2\\ \\ \\\\ \\ \\ II ° ------ \/\/\/\ \\/ /\\/\\/
\/\/\/\/\/\/ ELEV. -3.0' / / / / / / / / / / / / / / / / / / / / / /
// // // // // // 11 VINYL LINER \\/\\/\\/\\/\\/\\��/\\/\\/\\/\\/\\/\\/\\/\\
\\ \\ \\ \\ \\ \\ I I• . . \/\/\/\/\/\/\ \
/\/\/ ° • II / / / /
// // ° �\ \ \
\ \\ \\ \\ \\ \\ \\ II GOMPAGTEDNNDISTURBED EARTH \\ \\ \\ \\ \\ \� \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \ \ \ \
// DATE: 11
// // // // // // ° •II OMPAGTEDNNDISTURBED \/\/\/\/\/ /\/\ /14/23 2 OF 2
\\ \\ \\ \\ \\ \\ \\ II EARTH \ \\ \\ \\ \\ \\ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ POOL DEEP END FLOOR
\/\/\/\/\/\/\/ ..I I i// // // // // //�/ // // // // // // // // // // //\//\//\//\//\//\//\//\//\//\//\//\ / _
//\//\//\//\ u \/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ /\/\ / /\ \ /. ----------- ELEV.
\\/\\/\ / / /\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\/ �2/6
/ /\\/\\/\\/\\/\\ /\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/
�uNDISTURBED�/\\/\\/\\
EARTH
4 ,M
C, C,.
10-
fi�fi�0i�O5EI� SECTION 1 - 1/10E- 1
i�fi�0�'��S�D I7�T�I L. SCALE: I/4" = I'-O"
SCALE: 3/4" = 1'-0"