HomeMy WebLinkAbout52746-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
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#: 52746 Date: 03/12/2026
Permission is hereby granted to:
Thompson William A Rvc Tr
205 Grange Rd
Southold, NY 11971
To:
construct accessory in-ground swimming pool as applied for.
Premises Located at:
205 Grange Rd, Southold, NY 11971
SCTM# 78.-1-8
Pursuant to application dated 03/12/2026 and approved by the Building Inspector.
To expire on 03/11/2028.
Contractors:
Required Inspections:
Fees:
SWIMMING POOLS-IN-GROUND WITH FENCE ENCLOSURE $300.00
CO-RESIDENTIAL $100.00
® Total $400.00
�f
Building Inspector��
� rra� TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. Q. Box 1 179 Southold,NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-9502 litta: //r, vv�w.�s��ut��oldtownn gov
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only
PERMIT NO. " ._. 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
Owner's Authorization form(Page 2)shall be completed.
Date:03/11/26
OWNER(S)OF PROPERTY:
Name:Marrcon Development Corp SCTM# 1000-78-01-0 8
Project Address:205 Grange Road, Southold NY 11971
Phone#:516-946-2355 Email:dino.marra@marrcon.com
Mailing Address:PO Box 152, Mattituck, NY 11952
CONTACT PERSON:
Name:Brooke Epperson
Mailing Address:PO Box 152, Mattituck, NY 11952
Phone#:631 603 9092 Email:bepperson@amparchitect.com
DESIGN PROFESSIONAL INFORMATION:
Name:Anthony Portillo
Mailing Address:PO Box 152, Mattituck, N.Y. 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:
❑Other Inground Pool _ $80,000
Will the lot be re-graded? Dyes *No Will excess fill be removed from premises? *Yes ❑No
1
SITE DATA
V, AlEl 18,013 SQ
s
—CIL b.—
&RANGE POAD
n--
100 00
'165—,9,5TE
It
It
S RVEYOR'S CERTIFICATION
U
—1 A T;�!5 'W'S
C.,�C
A —E
511,
TEST Hal-E
L.1 19
th P—b.,H—.,'
I—L
SURVEY FOR
DANIEL MARRA
10000 LOT 19"SOUTH HARBOR HOME5`
at 5outhold.Town of Southold
suff.1 k C—ty,New York
z HEALTH DEPARTMENT USE Ml�LDING PERMIT SVRVEY
78 0i
LEGEND
Record of Revistom
CMF —4-—D
'DE—k
11F 1-
1*1 wl,I.me= W :A
I'll 5—IE
;lZ IOFI.
i
DWELLING w/
PUBLIC WATER
100"
00 585 0q'50 W
... ... ,.
-u
=I-1.02'..
r�I I
! SL D,6vCv,, PROP.4'-0"HIGH
FENCE AS PER I
NY5 POOL CODE EXIST.P057 E
RAIL FENCE
V
ill fl i
ly
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5a
PROP. i
POOL
!! cy, D.N. � N
A`S
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Y
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PROP Ib'x36 IN-GROUND
y'\0UNITE POOL w/ 1 O"DEEP
ENO 8 3 6"5HALL01^-0 END
a �
GRAIN
FENCE � a'1:,, "`•„,,A '� ``�„ � � - J
.POOL
WITHIN PROP.24"COPING '
D LIKE ✓
.............._..._ ._._ PROP
` I PROF ' ALL EXTERIOR DOORS AT 0 I 8°dx4° , r
\ DWELLING WITHIN p.W,
I ! D.W. BOUNDARIES OF POOL /
/ FENCING TO HAVE ALARMS
Ptl ' 7
... _ III` .,, .. ......
I
'b PROP.WOOD DECK r'
I (NOT PART OF I
THIS FILLING) r
PROP.4—O HIGH
I FENCE AS PER
NY5 POOL
�Q3 GODEWITH
5ELF—GLOSIN6
mrlu GATE , :.
DWELLING NOT PART OF THIS
APPLICATION
Ir--------- — ._.._.,._..
I I
I I
. SSeSs
5
DWELLING w/
PURL I G WATER L
..I
W
100.00' co
EL. I'1.66' — — — — — — EL.=17.02' ? b� 'Y
— — I c
5' REAR YARD ACCESSORY O
SETBACK PROP. 4'-0" HIGH
�' Cp9
FENCE AS PER L r
NYS POOL CODE EXIST. POS CV z I
RAIL FENCE � -- U N
0 p 0 4- i
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cc
Ll
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71
PROP. \ Q I t ' i 70
1 - _. u:lC:'.7L,iT,a1�;/ r r` f -•re.f e
POOL
F
D.W. I �. J G:'' r'. - : •
\ /
LJ
SUBJECT PROPERTY
L .„ � .�` a es.. ` .�� x ja,,. ._ „.. .'may •*"s..,i,; 4 .. �' �:
w.
PROP. 18'x36' IN-GROUND
p GUNITE POOL w/ -I'-O" DEEPezp
END +1 5'-6" SHALLOW END
I
I
EXIST. CHAIN
LINK FENCE
LOCATION MAP
PROP. POOL SCALE: NTS
EQUIPMENT 8 \0% PROP. 24" COPING
PAD WITHIN M4 - ti
SHED LIKE
STRUCTURE N �
/ PROP \ FAOE <E",�r :
/ PROP. \ ALL EXTERIOR DOORS AT ( 8'(Px4' 1
5-lPx4' DWELLING WITHIN D.H. f
D.W. BOUNDARIES OF POOL \
\ FENCING TO HAVE ALARMS
--o--- PROJECT LOCATION & SCOPE
SITE PLAN & ZONING DATA
I '
I !J
I
- - - - - - - - - - - — � Q � ,QQ GENERAL NOTES
PRO, . wooD DECK STRUCTURAL DESIGN CHART
i ( NOT PART OF
THIS FILLING ) U o PROPOSED LAYOUTS, SECTION & DETAIL
PROP. 4'-0" HIGH Q
p� I FENCE AS PER I }
cc,
NY5 POOL
O <S GODEWITH
z` SELF-CLOSING
�) GATE
DWELLING NOT PART OF THIS � Q.J E�T DATA :
APPLICATIONO
c.�
..........
— . I PROJECT / ZONING DATA Lu
1 TAX MAP # 1000-78-0 I-OS ~
I �
1 ZONING DISTRICT R-40 NO
1
I LOT AREA 0.4 ACRES (PROJECT:
Q I ( CofO - MAIN DWELLING #Z457a; Oa/Oa/71 MARRA
CofO - PORCH #Z11625; 04/15/85 I N G RO U N D POOL
0
Cofo - ENCLOSED PORCH #Z12651; 07/25/84
/ O 205 GRANGE ROAD
P O SOUTHOLD, NY 11971
I I � I
/ I P
�. PROP. 1000 I v LOT G01(ERAGE DRAWING TITLE:
GAL. BURIED t•-
Q� PROPANE TANK gy�pp(( O O I SOUTHOLD TOWN CODE, SECTION 280-4 PROJECT LOCATION &SCOPE
TESTpC O DESCRIPTION (FOOTPRINT) AREA � LOT SITE PLAN & ZONING DATA
w HOLE Q } I _
COVERAGE
� EL.=18.4' �Q i �� I � LOT 18 013.0 S.F.
O I X TOTAL L AREA
o w a i O
c i EXISTING DWELLING 1,4Q8.0 S.F. 8.59b PAGE:
<\�\\moo PROPOSED POOL 648.0 S.F. 3.6%
98i 9 / PROPOSED DWELLING ADDITION
I
(NOT PART OF THIS APPLICATION) 274.4 S.F. 1.5y G-001. 00
EL.=1'1.15 PROPOSED DWELLING WOOD
\ \ 134.10' EL.=Id8.53' EXIST. WATER METER /6 DECKS (NOT PART OF THIS '742.0 S.F. 4.1%
_ _ — — — — — — — FILING)
100.00, N55°Oq'50"E / DATE: 03/11/26 1 OF 2
/� TOTAL AREA OF ALL STRUCTURES 3162.4 S.F. I-7.690
gFy�/ / MAXIMUM LOT COVERAGE ALLOWED: 20%
SITE LAYOUT NOTES:
I.. THIS IS AN ARCHITECT'S SITE PLAN $ IS ACCESSORY STRUCTURE REQUIREMENTS
v , SUBJECT TO VERIFICATION BY A LICENSED
/ SURVEYOR. THE INFORMATION
REPRESENTED ON THIS SITE PLAN IS TO THE SOUTHOLD TOWN CODE (280-15)
ARCHITECT'S BEST OF KNOWLEDGE.
�.SURVEY INFORMATION WAS OBTAINED IN-GROUND POOL RE0. PROPOSED COMPLIES
/ 2025 M05TRREGENTLYDREVISEDN OVEMBER y �` �--�
CCfi� ANC E ROAD '
/ MINIMUM SIDE YARD 5.0 21.0 YES [�' '�
/ la, 2025, 4 PREPARED BY: �.
YOUNG ASSOCIATES MINIMUM REAR YARD 5.0' 51.4'
FROPOSED SITE FLAN 400 OSTRANDER AVENUE
RIVERHEAD, NY 11101
MAX. SOUARE FOOTAGE 1000 S.F. 648.0 S.F. YES
SCALE: I" = 15'-0" TELEPHONE: (651) -72-7-2505
ADM I N®YOUNGENG I NEERI NG.GOM
FOUNDATION. CONCRETE. AND MASONRY
I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT
OLIMATIO $ OEOORAPHIO DESIGN ORITERIA APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE
5UB-CONTRACTORS IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF
THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT.
GROUND SNOW LOAD 25 LES
2. ALL FOOTINC75 TO BEAR ON FIRM,VIRGIN, UNDISTURBED SOIL
Q
BA510 WIND SPEED 150 MPH 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. 0
uJ
EXPOSURE GATE60RY B 4. FOOTINGS TO REST A MIN. OF 4'-0" BELOW GRADE, UNLE55 ui
cu
OTHERWISE NOTED
/ � J m
SEISMIC DESIGN CATEGORY B 5. WALLS TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWINGS, U.O.N.
Q +� N
O V)
WEATHERING SEVERE 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS
UNTIL 151 TIER OF FRAMING I5 IN PLACE.
O
FROST LINE DEPTH 3-O p
-i. FOOTIN05 TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS.
TERMITE MODERATE TO HEAVY 6. ALL OPENINGS FOR BEAM POCKETS,UTILITIES, ETC. TO BE FILLED -
SOLID WITH CONCRETE. a' Ca ,
ICE BARRIER REQUIRED YES q. ANCHOR BOLTS SHALL BE IN AGGORDANGE WITH PAGE 6-003. la'-6"
� � X O N
O +-+ 1
10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE 5TRENOTH AT 26 16'-O" O 0 m +-' C9
DAYS OF 4,000 P.5.1., U.O.N. -J (�J 0 � Lo
I Ca
NOTES � 5FE( I F I GAT I OIG II. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH Q O
IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CON57RXTION DOCUMENT BINIDED 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER
TOGETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING.
SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK
15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES -
(1) WALL TIE PER (5) 50. FT. W
GENERAL \
I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, /
APPLICABLE BUILDING DEPARTMENT. MAX. 32'-O" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR.
2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. v \ /
ALL DIMENS" ' 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. 1 <
5, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING - w �J
5TRUCTl' SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. FROM FOOTING TO 2" ABOVE FINISH GRADE. `9 ": (A :•
3. ALL SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES I6. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES I I U
AND AUTHORITIES HAVING JURISDICTION. OF 40OF AND FALLING, UNLE55 APPROVED BY ARCHITECT/ENGINEER. NO
CONCRETE SHALL BE PLACED ON FROZEN SURFACES. 3'-6"
'1'-0" DEEP END
4. ALL UNNOTED OR NON-VI5IBLE EASEMENTS ARE THE RESPONSIBILITY OF THE OWNER/BUILDER i-I NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY
4-j
ARCHITECT/ ENGINEER. _
5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS •
SHALL BE CLARIFIED WITH THE ARGHITEGT/ENOINEER BEFORE PROCEEDING N PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND
WITH THE WORK. WHERE EVER APPLICABLE.
6. NO DEVIATIONS OR CHANOE5 TO THE STRUCTURAL SYSTEM SHALL BE' MADE 19. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A U
UNLESS APPROVED BY THE ARGHITEGT/EN6INEER. MIN. 10" DEEP PROJEGTIN6 6" ON EACH 51DE OF THE FOUNDATION WALL.
PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK
'I. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PILANS CONCRETE SLABS TO HAVE &xb 10/10 WELDED WIRE REINFORGIN6. I
BEFORE THE START OF FRAMING 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED Q •
8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES.
AS IN SOLID 6 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 6" / \
DEEP $ 3'-0" BELOW GRADE.
4. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE
SWIMMING POOL 4 HOT TUB
10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, I. IN-6ROUND POOLS SHALL BE DESIGNED AND CONSTRUCTED IN CONFORMANCE /
CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROWAL WITH ANSIAPSP/IGG 5 (AMERICAN NATIONAL STANDARD FOR RESIDENTIAL
IN6,ROUND 5WIMMIN6 POOLS, JUNE 6, 2022)
11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO), RA
AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 2. PERMANENTLY INSTALLED SPAS AND HOT TUBS SHALL BE DESIGNED AND GLEAN / \
PERMISSION FROM THE ARCHITECT. CONSTRUCTED IN CONFORMANCE WITH ANSIAPSP/IGG 6 (AMERICAN NATIONAL COMPACTED\
STANDARD FOR RESIDENTIAL PORTABLE SPAS AND SWIM SPAS, JANUARY 3, EARTH
12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS 2023)
RESPONSIBLE FOR DEVON INTENT ONLY. n1
15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 3. AN OUTDOOR SWIMMING POOL SHALL BE SURROUNDED BY A TEMPORARY
BARRIER (MINIMUM 45" IN HEIGHT) DURING INSTALLATION OR CONSTRUCTION
14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL
THAT SHALL REMAIN IN PLACE UNTIL A PERMANENT BARRIER IN COMPLIANCE
TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE: ALL WITH LOCAL AND STATE RESIDENTIAL BUILDING CODES IS PROVIDED.
RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN 6L.A55 AND LEAVE WORK 4, 5WIMMIN6 POOLS SHALL BE COMPLETELY ENCLOSED BY A PERMANENT
BROOM GLEAN. BARRIER GOMPLYIN6 WITH SECTIONS R326.4 THROUGH R525.4.4 OF THE 2025
15. THE CONTRACTOR SHALL CARRY WORKMAN'5 COMPENSATION AND 6IENERAL NYE, RESIDENTIAL CODE.
LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL COVES 5. BARRIERS,BARRIER GATES, LATCHES, ALARMS AND MECHANICAL FUNCTIONS
AND ORDINANCES. SHALL COMPLY WITH SECTIONS R325.4 THROUGH R326.4.4 OF THE 2025 NYS
16. THE CONTRACTOR SHOULD FULLY GUARANTEE 1-1I5 WORK AND THE WORK OF RESIDENTIAL CODE.
THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER, 6. NY R326.4.2.1.1 SELF-GLOSIN6 AND OPENING CONFIGURATION: ALL GATES
COMPLETION OF PROJECT. SHALL BE SELF-CLOSING. IN ADDITION, IF THE GATE 15 A PEDESTRIAN ACCESS
1'1. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNEIR, GATE, THE GATE SHALL OPEN OUTWARD, AWAY FROM THE POOL
ARGHITEGT/EN6INEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 'T. NY R326.4.21.2 LATCHING: ALL GATES SHALL BE SELF-LATCHING. FOR
A6AIN5T ALL CLAIMS, DAMA6E5, LOSSES AND EXPENSES, INGLUDIN6 DOORS AND GATES IN BARRIERS, THE DOOR AND GATE LATCH RELEASE
ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMAI<NGE OF MECHANISMS SHALL BE IN ACCORDANCE WITH THE FOLLOWING:
THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMASE, LOSS OR EXPENSSE (A) 1. WHERE DOOR AND GATE LATCH RELEASE MECHANISMS ARE ACCESSED p STEPS
15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO FROM THE OUTSIDE OF THE BARRIER AND ARE NOT OF THE 5ELF-LOOKING -'
INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK TYPE, SUCH MECHANISM SHALL BE LOCATED NOT LE55 THAN 54 INCHES (13-12
ITSELF INGLUDIN6 THE L055 OR USE RE5ULTIN6 THEPtAt-FROM). (B) 15 CAUSED IN MM) ABOVE THE FINISHED FLOOR OR GROUND SURFACE.
WHOLE OR IN PART BY ANY NEGLIGENT AOT OR OMISSION OF THE 2. HHERE DOOR AND GATE LATCH RELEASE MECHANISMS ARE OF THE
CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY 5ELF-LOGKIN6 TYPE SUCH AS WHERE THE LOOK 15 OPERATED BY MEANS OF A - I
EMPLOYED BY ANY OF THEM, OR ANYONE FOR WH05E ACTS ANY OF THEM MAY KEY, AN ELECTRONIC OPENER OR THE ENTRY OF A COMBINATION INTO AN Q A-1o1
BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY' A INTEGRAL COMBINATION LOOK,THE LOOK OPERATION CONTROL AND THE LATCH
PARTY INDEMNIFIED HEREUNDER. RELEASE MECHAN15M SHALL BE LOCATED NOT GREATER THAN 54 INCHES (13'12 -
MM) ABOVE THE FINISHED FLOOR OR GROUND SURFACE.
16. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUIDING FN-
BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLAGING 3. AT PRIVATE POOLS, WHERE THE ONLY LATCH RELEASE MECHANISM OF A w
OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR 5ELF-LATCHIN6 DEVICE FOR A GATE IS LOCATED ON THE POOL AND SPA SIDE ;
TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWIN65, SPEGIFIGA,TIONS, OF THE BARRIER, THE RELEASE MECHANISM SHALL BE LOCATED AT A POINT
APPLICABLE CODES AND 600D PRACTICE. DEVIATIONS FROM THE DRWINGS THAT IS AT LEAST 3 INCHES ('I6 MM) BELOW THE TOP OF THE GATE.
A :.!.:. . .`:•, ',
AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN 5. NY R326.4.2.3 CLOSELY SPACED HORIZONTAL MEMBERS:WHERE THE
AUTHORIZATION OF THE ARGHITEGT/ENOINEER. BARRIER 15 COMPOSED OF HORIZONTAL AND VERTICAL MEMBERS AND THE
DISTANCE BETWEEN THE TOPS OF THE HORIZONTAL MEMBERS IS LESS THAN 45
la. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWIN65 6'-O" 10'-O" O"
NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND GONDITIOFNS INCHES (1145 MM), THE HORIZONTAL MEMBERS SHALL BE LOCATED ON THE 24" COPING
PERTAINING ARE TO BE FIELD VERIFIED. SWIMMING POOL SIDE OF THE FENCE. 5PAGIN6 BETWEEN VERTICAL MEMBERS
SHALL NOT EXCEED 15/4 INCHES (44 MM) IN WIDTH. WHERE THERE ARE H
20. CONTRACTOR TO REMOVE 8 RELOCATE AS REQUIRED ALL EXISTING WORK DECORATIVE CUTOUTS WITHIN VERTICAL MEMBERS, 5PAGIN6 WITHIN THE i D QD
WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. CUTOUTS SHALL BE NOT GREATER THAN 13/41NGHES (44 MM) IN WIDTH. - 0
21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S 9. R325.4.2.4 WIDELY SPACED HORIZONTAL MEMBERS:WHERE THE BARRIER IS
SPECIFICATIONS, UNLESS NOTED OTHERWISE. COMPOSED OF HORIZONTAL AND VERTICAL MEMBERS AND THE DISTANCE NO
I I}��}�'� I I �/ I I PROJECT:
BETWEEN THE TOPS OF THE HORIZONTAL MEMBERS IS 45 INCHES EAT R T AN FROPOSED POOL FOI NZ')A7I O}�� FROFOSE� I I ` OROV I V,L/ POOL. LA I OUT
22. PROVIDE FIREBLOGKING A5 PER NEW PORK AGGESSIBILITY STANDARDS. MORE, 5PAGIN6 BETWEEN VERTICAL MEMBERS SHALL BE NOT GREATER THAN 4 I_ .J Jam, y I �L/ �V
INCHES (102 MM). WHERE THERE ARE DECORATIVE GUTOUT5 WITHIN VERTICAL MARRA
25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY MEMBERS, 5PAGIN6 WITHIN THE CUTOUTS SHALL BE NOT GREATER THAN 15/4 5GALE: 1/4" = 1''-0" 50ALE: 1/4" = I'-O"
UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS INCHES (44 MM) IN WIDTH. I N G R 0 U N D POOL
GOPYRI&HT PROTECTION ACT OF Ici40 (AWGPA), WHICH HAS SEVERE PEMALTIE5.
SITE WORK
I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED 15URVEYOR
2. VERIFY ALL OWEN DATA ON DRAWIN65. IF THERE 15 A DISCREPANCY, 205 GRANGE ROAD
RECEIVE CLARIFICATION FROM ARCHITEGT/ENGINEER PRIOR TO PROCEE:DIN6. SOUTHOLD, NY 11971
TEST HOLE DATA
3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. MGDONALD GEO5ERVIGE5 STONE GA
STOCKPILE TOP501L OBTAINED FROM 5TRIPPIN6 DRIVEWAY AND BUILDIIN6 FOB 1258 (4)«4 HORIZONTAL
SITE. STOCKPILE ALL EXCAVATED MATERIALS. SOUTHOLD, NY I IOi71 BEAM BARS
4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEM5s TREE (631) '165-36?7 DRAWING TITLE:
ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE
MOD6E0®GMAIL.GOM \\
FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. \\/ PROPOSED LAYOUTS
/ ALTERNATE VERTICAL M5
5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. EL*e1 .4' \\\ \ ARS BE SUPPORT EXTRA PROPOSED SECTION
0.5' OL BROWN LOAM \\\\\\ BOND BEAM BARS
PROPOSED CONST. DETAIL
\\\\\\\ VERTICAL BARS
ML BROWN SILT //\//\// ALTERNATe"rs AND*4 }COOL
6"O.G.5FT-9FT AREA
5r:F SECTION
4 PLANS FOR PAGE:
TOP OF POOL WALL 36'-O" 4.0' - DEPTHS/\\/�//�
ELEV. 0.0' ----���--- -- -----------TOP OF POOL WALL /\\\/\\\\ HORIZONTAL BARSA-10m
OLOO
ELEV. 0.0' ///////// M5 a I2"CENTERS
\GRADE\ \ ",•;" N GRADE, /\\/\\/\
\��\� /�\i/� .THICK KALLg
to
\\j\\j\ �\\�\ "BROM GOAT DATE: 03/11/26 2 OF 2
27% SLOPE;55% \//\//
� \ MAX. ALLOWED PLASTER FINISH
/////// ////
SHALLOW POOL FLOOR \/\\ \\\,\` \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ - \\ \\ BROWN AND PALE
\//\//�/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\ / / ��/\/\ SP
ELEV. -3.5' --- / / / // // // // // // // // // // // // // // // // // // // // // / \!/ // // BROWN FINE SAND \\//\\//\\//\\
\ \\ \\\\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ m \\ \\ \ \
GOMPAGTED/UNDISTURBED EARTH--__ \//\//\ \//\//\//\//\//\//\//\//\//\//\//\//\//\//\ \//\//\//\ \//\//\//\//\/\ //\//\/ \//\// POOL DEEP END FLOOR /, EAIR27H�//
\/\
//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\//\\//\\//j/ // / // / / // / //j // ----------- ELEV. -T.o' 6"THICK FLOOR SECTION
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\, \ \ \\, \ \ \ \ \/\�\�\�\� FLOOR 05 BARS I2"O.G.
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�7 WATER IN BROWN
AND PALE BROWN1��\L�\�1�\\_
PROPOSED SETI ON I -VA-10 I 18O / FINE SAND FROPOSED DETAIL N'��G
COMMENTS: GROUNDWATER
SCALE: 1/4" = 1'-0" ENCOUNTERED 1"1.0' SCALE: 1/2" = I'-O"
BELOW 6RADE