HomeMy WebLinkAbout52317-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#: 52317 Date: 10/06/2025
Permission is hereby granted to:
Joseph Alonzo
101 Warren St #3A
Brooklyn, NY 11201
To
construct accessory in-ground swimming pool as applied for.
Premises Located at:
2050 New Suffolk Rd, Cutchogue, NY 11935
SCTM# 109.-5-19
Pursuant to application dated 08/01/2025 and approved by the Building Inspector.
To expire on 10/06/2027.
Contractors:
Required Inspections:
Fees:
SWIMMING POOLS-IN-GROUND WITH FENCE ENCLOSURE $300.00
CO Swimming Pool $100.00
Total S400.00
Building Inspector
SOfrs 1 " 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 outholdwwnnv.2ov
Q�
Date Received
APPLICATION FOR BUILDING PERMIT
[C E E
For Office Use Only
PERMIT N5�30 _ U 1 `0
0
Building Inspector
25
Applications and forms must be filled out in their entirety.Incomplete Building Depent
applications will not be accepted. Where the Applicant is not the owner,an Town of Southold
Owner's Authorization form(Page 2)shall be completed.
Date:8/1/2025
OWNER(S)OF PROPERTY:
Name:Joe and Julia Alonzo SCTM#1000-109-5-19
Project Address:2050 New Suffolk Road, Cutchogue
Phone#:917-558-1484 Email:jalonzo240@gmail.com
Mailing Address:
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 .:]:Ema:1aportiIlo@am parch itect.corn
CONTRACTOR INFORMATION:
Name:
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
DOther Pool $
Will the lot be re-graded? ❑Yes ❑No Will excess fill be removed from premises? ❑Yes ❑No
1
C'
PROPERTY INFORMATION :
Existing use of property: Intended use of property:
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? Eyes ❑No IF YES, PROVIDE A COPY.
❑Check Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water Issues as provlded by
Chapter 236 of th'eTown Code. APPUCATION 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,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 an premises and in building(s)for necessary Inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law.
Application Submitted By(pr` l name): AM- P hl�eC Vie l ttho Ized Agent ❑Owner
Signature of Applicant: Date: /° 1 2
STATE OF NEW YORK)
COUNTY OF
Adbo2&II (j being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the14d, 'Aaa:)+
ontractor,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.
Sworn before me this
14
day of, O r Ck
t Public 77
� ,� E
DARCEE AUFENANGER
NOTARY PUBLIC,STATE OF NEW YORK
PROPERTY OWNER AUTHORIZATION Registration No. 01A00019644
(Where the applicant is not the owner) Qualified in Suffolk County
Commission Expires January 9, 2028'
residing at 26 IN fA&I SEA 44fL
do hereby authorize AMP Architecture to apply I on
my behalf to the Town of Southold Building Department for approval as described herein.
'-- r Q ti q I ?,q
nees Signature Dat
A 10
Print Owner's Name
2
Albert J. a r. �SU k PTO RIMMMA\T]E][.
l��l[A\1�A\�G�]EI��1[]E1��C'
SUPER Mw.,
SOUTHOLD TOWN HALL-P.O.Box 1179
53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold
CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM
( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT
ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. )
- - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other)
A Y g �
NAME: AMP Architecture Dater
(Print) 09/11/25
(Signal 4a,
Contact Information: bepperson@amparchitect.com
(E-Mail&Telephone Number)
631-603-9092
Property Address / Location of Construction Site:
205 w uffolk Road S.C.T.M. #: 1000
New Suffolk, NY 11935 District
109 05 19
Section Block Lot
TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- Area of Disturbance is less than 1 Acre. No S.P.D.E,S. Permit is Re iu'ired i
Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit is Required !
- Area of Disturbance is Greater than 1 Acre &Storm-water Runoff Discharges Directly
to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit
DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Building Permit.
- Area of Disturbance is Greater than 1 Acre&Storm-water Runoff Flows Through Southold
Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN
a S.P.D.E.S. Permit through the Southold Town Qigineering Department
Prior to Issuance of a.Building Permit.
Reviewed By: ,r•4 llfu Date:
FORM n SMCP-TOS December 2024
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FOUNDATION, CONCRETE, AND MASONRY
NOTES S�-G I F I Gf�T I ONS I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION A5 IT
- APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE OLIMATIG $ GEOORAPHIC DE51ON CRITERIA
IT 15 THE CONTRACTOR'S RE51PONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDER 5UB-CONTRACTOR5 IN SUCH A MANNER To A55URE THAT THE CONDITIONS OF
TOGETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. CU�J Uri
SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK GROUND SNOW LOAD 25 1-155
2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED 501E 41'-8" Q
GENERAL 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. BASIC, W "
WIND SPEED 150 MPH 40'-O
I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE W
OTHERWISE NOTED
APPLICABLE BUILDING DEPARTMENT. 4. FOOTINGS TO REST A MIN. OF 4-O BELOW GRADE, UNLESS EXPOSURE CATEGORY B W
I
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J
2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER.
ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 5, WALL5 TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWIN65, U.O.N. SEISMIC DESIGN CATEGORY B Q 4 C\j
5TRUCTURE/5ITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. b. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS WEATHERING SEVERE
3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES UNTIL Ir2l TIER OF FRAMING IS IN PLACE. �1 VI ��j O
v AND AUTHORITIES HAVING JURISDICTION. FR05T LINE DEPTH 3'-O" -
"T.. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAW oIN65. � � C9
4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY L Z C)
OF THE OWNER/BUILDER 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED TERMITE MODERATE To HEAVY O O (U
SOLID WITH CONCRETE. co U
5. ANY OMISSIONS OR DI5GREPANG11=5 OF PLANS AND/OR JOB CONDITIONS q ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-005. ICE BARRIER REQUIRED YES c x � N
SHALL BE CLARIFIED WITH THE ARGHITECT/EN6INEER BEFORE PROCEEDING
WITH THE WORK. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 25 1 m
(b. NO DEVIATIONS OR GHANSE5 TO THE STRUCTURAL SYSTEM SHALL BE MADE DAYS OF 4,000 P.5.1., U.O.N. A-lol GLEAN a-J (11 (�
UNLESS APPROVED BY THE ARGHITEGT/EN6INEER. II. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH �COEARTH�ED 0 dJ Q �
1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER
BEFORE THE START OF FRAMING 12. COPPER FLASH ALL JOINTS WHERE SLAB ABU75 FRAMING.
8. DRY WELLS AS REQUIRED BY STATE AND LOCAL GORES. 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - �\ n l
Q. DO NOT SCALE DRAWIN65, WRITTEN DIMEN5IONS TAKE PRECEDENCE (1) WALL TIE PER (5) So. FT. \\ W
10. OWNER/BUILDER ARE RESPON5151-E FOR ALL INSPECTIONS, APPROVALS, 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES,
CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL MAX. 52'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. I-I
A-101 I-I
II. THESE SET OF DRAWIN65 ARE THEPROPERTY OF ANTHONY PORTILLO, RA
15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. A-101
AND SHALL NOT BE ALTERED OR BE: REPRODUCED WITHOUT WRITTEN FROM FOOTING TO 2" ABOVE FINISH GRADE.
PERMISSION FROM THE ARCHITECT. r ,
16. No CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES `,J
12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 OF 40°F AND FALLING, UNLESS APPROVED BY ARCHITECT/ENGINEER. NO r,
RESPONSIBLE FOR DESIGN INTENT ONLY. CONCRETE SHALL BE PLACED ON FROZEN SURFACES.
15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 1'7. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY
ARCHITECT/ ENGINEER.
14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL
TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL 15. PROVIDE BITUMINOUS JOINTS BETWEEN 5LA55 AND FOUNDATION WALL5 AND
RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN 6LA55 AND LEAVE WORK WHERE EVER APPLICABLE.
BROOM GLEAN.
11. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A U
15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL.
LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK i�i�O�OSI7 POOL STi�UGTUfi�
AND ORDINANCES. CONCRETE SLABS TO HAVE bx6 10/10 WELDED WIRE REINFORCING.
16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF 20. FOR SECOND STORY ADDITIONS, EX15T. FOUNDATIONS ARE TO BE VERIFIED
THE SUB-GONTRAGTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER A5 IN SOLID b SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 8" SCALE: I/4" = I'-O" ('
COMPLETION OF PROJECT. DEEP 4 3'-0" BELOW GRADE. n 1
I'I. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, SWIMMING POOL HOT TUB V/
I. IN-GROUND POOLS SHALL BE DESIGNED AND CONSTRUCTED IN CONFORMANCE
ARGHITEGT/EN6INEER, AND THEIR AGENTS AND EMPLOYEES FROM AND Q
AGAINST ALL CLAIMS, DAMAOF5, LOSSES AND EXPENSES, INGLUDIN6 WITH ANSIAP5P/ICC
MMIN 5 (AMERIGAN NATIONAL STANDARD FOR RESIDENTIAL
ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF IN6ROUND SWIMMING POOLS, 2011) Zam
THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) 2, PERMANENTLY INSTALLED SPAS AND HOT TUBS SHALL BE DESIGNED AND
15 ATTRIBUTABLE TO BODILY INJURY', SICKNESS, DISEASE OR DEATH OR TO CONSTRUCTED IN CONFORMANCE WITH AN51AP5P/IGG 6 (AMERIGAN NATIONAL DEC. 28, 2021
INJURY TO OR DESTRUCTION OF TAN51BLE PROPERTY (OTHER THAN THE WORK STANDARD FOR RESIDENTIAL PORTABLE SPAS AND SWIM SPAS, 2015) 50'-O"
ITSELF INGLUDIN6 THE LOSS OR USE RESULTING THEREFROM). (B) 15 CAUSED IN TEST HOLE DATA 8'-O" 6'-4" 33'-8"
WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OM155ICN OF THE 3. AN OUTDOOR 5WIMMIN6 POOL SHALL BE SURROUNDED BY A TEMPORARY
CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY BARRIER (MINIMUM 48" IN HE16HT) DURING INSTALLATION OR CONSTRUCTION KENNETH M. WOYGHUK _
EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY THAT SHALL REMAIN IN PLACE UNTIL A PERMANENT BARRIER IN COMPLIANCE LAND SURVEYIN6, PLLG
BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A WITH LOCAL AND STATE RESIDENTIAL BUILDING CODES 15 PROVIDED. PO BOX 155
PARTY INDEMNIFIED HEREUNDER. AQUEBOOUE, N.Y. IIci31
I8. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 `I'• 5WIMMIN6 POOLS SHALL BE COMPLETELY ENCLOSED BY A PERMANENT TELEPHONE: (651) 2,15 1555
BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING BARRIER COMPLYING WITH SECTIONS R326.4.2.1 THROUGH R326.4.2.6 OF THE
OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR 2020 NY5 RESIDENTIAL CODE. EL=9.0'
TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, DARK BROWN SANDY
APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWIN65 5. BARRIERS, BARRIER GATES, LATCHES, ALARMS AND MECHANICAL FUNCTIONS 11' - LOAM
AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN SHALL COMPLY WITH SECTIONS R326.4.2.7 THROUGH R326.-1.3 OF THE 2020 NYS
AUTHORIZATION OF THE ARGHITEGT/£'_N6INEER. RESIDENTIAL GORE. SG BROWN LOAMY SAND I I I
6. NY R326.4.2.1.1 SELF-CLOSING AND OPENING GONFI6URATION: ALL GATES \-PATIO
Ief. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWIN65 1.61 -NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS SHALL BE SELF-GL ALL IN ADDITION, IF THE GATE IS A PEDESTRIAN ACCESS E X
PERTAINING ARE TO BE FIELD VERIFIED. GATE, THE GATE SHALL OPEN OUTWARD, AWAY FROM THE POOL PALE BROWN MEDIUM GRADE O I I � O
'7. NY R326.4.2.-1.2 LATCHING: ALL GATES SHALL BE SELFLATGHIN6, WITH THE I I w
20. CONTRACTOR TO REMOVE d RELOCATE AS REQUIRED ALL EXISTING WORK LATCH HANDLE LOCATED WITHIN THE ENCLOSURE (IE ON THE POOL SIDE OF THE 51"£ SAND Lu
Q O
WHICH INTERFERES WITH NEW GONSTF;WCTION IN A WORKMAN LIKE MANNER. PROPOSED \-POOL
CUENCLOSURE) AND AT LEAST 40 INCHES ABOVE GRADE. In ADDITION, IF THE - pIINGROUNDI rill
LATCH HANDLE I5 LOCATED LESS THAN 54 INCHES FROM GRADE, THE LATCH4 ' SWIMMING POOL ,TO BE O O
21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S HANDLE SHALL BE LOCATED AT LEAST 3 INCHES BELOW THE TOP OF THE GATE, 6.0 Q DN. m I I
SPECIFICATIONS,UNLESS NOTED OTHERWISE. i O .0 640 S.F. 6UNITE r
AND NEITHER THE GATE NOR THE BARRIER SHALL HAVE ANY OPENING GREATER
22. PROVIDE FIREBLOCKIN6 AS PEP NEW YORK ACCE551BIL17Y STANDARDS. THAN 032 INCH WITHIN 18 INCHES OF THE LATCH HANDLE. i
i
SITE WORK
25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED A6AIN5T ANY I. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR i
UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS
GOPYRIOHT PROTECTION ACT OF 111ci0 (AWGPA), WHICH HAS SEVERE PENALTIES. 2. VERIFY ALL 61VEN DATA ON DRAWIN65. IF THERE 15 A DI50REPANGY,
i
RECEIVE CLARIFICATION FROM ARGHITEGT/ENOINEER PRIOR TO PROGEEDIN6.
i/ WATER IN PALE
3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWIN65. SW i BROWN MEDIUM SAND I A-101 I I A-101
STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING
SITE. STOCKPILE ALL EXCAVATED MATERIALS. i �� I I w
4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE i
ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE O
FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE.
5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. STONE
i
4'-O" 2'-4"J COPING
STONE GAP 13.0' -
(4) #4 HORIZONTAL COMMENTS: WATER EL 1.0 HIGHEST 40'-O Q
W "
BEAM BARS EXPECTED 2.0 0
\/ PROJECT:
ALTERNATE VERTICAL FROPO� ErL I I OROUI�lJ� FOOL LAYOUT
ALONZO
\\\\\ ---DARE) TO SUPPORT EXTRA _
BOND BEAM BARS SCALE: 1/4„ I,-o„ I N G R O U N D POOL
\/\/\ VERTICAL BARS
�tLTE FO
OL
L SEE SECTION RNATE #3 AND #4 F
\/\/\ 6" O.C. 5FT - aFT AREA 50 NEW SUFFOLK ROAD
CUTCHOIGUE NY 11935
PLANS FOR
DEPTHS
DRAWING TITLE:
PROPOSED LAYOUTS
HORIZONTAL BARS
PROPOSED SECTION
0
3 a 1211 CENTERS y PROPOSED CONST. DETAIL
THICK WALLS
TO
P O_P OF: FOOL WALL PAGE:
_ _ _ __
" BROWN GOAT RAISED GRADE ' ; - RAISED GRADE
/%\\\\\\\\ NATURAL GRADE-
////\// " PLASTER FINISH A-10loOO
SLOPE MA in \
MAX. ALLOWED
\\\� BOTTOM OF POOL DEEP END DATE: 07 31 25
- ------------OL DE r / / 2 OF 2
UNDISTURBED
/ EARTH
\� \ \ \ \
b\/\/\/\ THICK FLOOR SECTION \ �\� / \\ l\ l \ l\ l \ �L L-/^L _-_-_-_-_-_
W
\ \ \ \ \ \\ \ / /�\ / \ / �\ /J \ �. �,_ GROUND ATER
FLOOR 5 BARS 12 ,O.G. \� /\ / \ /\ / \ / �� / `\ ELEV. 6.5
\//\/
\\/ / / / PROPOSED SECTION 1 -1/A-101
/\\ \\\r\\i /
//\//i\\i\\\//\ //\//\/ /\//\//\//\// SCALE: 1/4" = 1'-O"XX
,.
F OF'OSF-17 I�)ETA I L
SCALE: 5/4" = 1'-0"
I