HomeMy WebLinkAbout50109-Z �SSu O[,f�, Town of Southold
o0 9/15/2024
y - P.O.Box 1179
0
o • 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 45554 Date: 9/15/2024
THIS CERTIFIES that the building ACCESSORY GARAGE
Location of Property: 500 Broadwaters Rd, Cutchogue ,
SCTM#: 473889 Sec/Block/Lot: 104.-10-5
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
12/8/2023 pursuant to which Building Permit No. 50109 dated 12/11/2023
was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
accessory three car garage as applied for.
The certificate is issued to Mariland LLC
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 50109 5/31/2024
PLUMBERS CERTIFICATION DATED
0- 607
Signature
�gpFFol �, TOWN OF SOUTHOLD
�oo` may BUILDING DEPARTMENT
y a 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#: 50109 Date: 12/11/2023
Permission is hereby granted to:
Gazaam LLC
323 Pacific St
Brooklyn, NY 11201
To: Construct a new accessory garage to a single-family dwelling as applied for with DEC
non jurisdiction approval.
At premises located at:
600 Broadwaters Rd, Cutchogue
SCTM #473889
Sec/Block/Lot# 104.-10-5
Pursuant to application dated 12/8/2023 and approved by the Building Inspector.
To expire on 6/11/2025.
Fees:
ACCESSORY $503.00
CO-ACCESSORY BUILDING $100.00
Total: $603.00
Building Inspector
pF SOUjyOI
� o
Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 G Q
� �o sean.devlin(a�town.southold.ny.us
Southold,NY 11971-0959
�OUNTY,�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Mariland LLC
Address: 500 Broadwaters Rd city:Cutchogue st: NY zip: 11935
Building Permit#: 50109 Section: 104 Block: 10 Lot: 5
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: Electrician: MIT Electrical License No: 61014ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service
Commerical Outdoor X 1st Floor Pool
New X Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage X
INVENTORY
Service 1 ph Heat Duplec Recpt 6 Ceiling Fixtures 5 Bath Exhaust Fan
Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 3 Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors
Sub Panel 100A A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO
Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors
Disconnect Switches 3 4'LED Exit Fixtures Sump Pump
Other Equipment: EV Charger Outlet 250GFI, 100A Sub 20 Circuit/ & Used
Notes: Acc. Garage
Inspector Signature: Date: May 31, 2024
S.Devlin-Cert Electrical Compliance Form
OF SOUIyOIo -
# TOWN-OF SO.UTHOLD BUILDING DEPT.
o�+� 631-765-1802
INSPECTION '
[ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG.
[.. ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] -FIREPLACE & CHIMNEY [ ]" FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ .] RENTAL
REMARKS:
DATE 1;2 INSPECTOR
SOUTho�
# TOWN OF SOUTHOLD .BUILDING DEPT.
coum, 631-765-1802
�b�oa
INSPECTION
[ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] I SULATION/CAULKING
[ ] FRAMING /STRAPPING [ FINAL PV �p�V ,�,
FIREPLACE & CHIMNEY- FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [. ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS: Conk af
6 7 � o
f7.id-4,-
DATE 4 INSPECTOR. V-�
ADRAGNA DESIGNS . LLC .
• 1527 FRANKLIN AVENUE• MINEOLA • NY • • (516) 289-2461 • A2ARCH16@GMAIL.COM
June 13,2024
To: Town of Southold Building Department
54375 NY-25
Southold,NY 11971
ME Building Depaf=tirierif
Re: 500 Broadwaters Road, Cutchogue NY 11935
Accessory Garage Foundation&Footing Certification
T6 wli6ih it may concern,
I, Giuseppe Adragna,Registered Architect in the State of New York,License Number 040751,
certify to the Department of Buildings of the Town of Southold that I inspected the rebar
installation for the new footings and foundation poured for the detached accessory garage at 500
Broadwaters Road, Cutchogue 11935 (SCTM 1000-104-10-05). The rebar observed in the field
prior t6 e6fierete bdiiig p6u"red rifatehes that Wliieh is pregeribed in the building permit appr6ved
plans.
I acknowledge that the Building Department of the Town of Southold is relying on the truth of
the statement contained herein to issue a certificate of Completion for the above construction
when appropriate.
Sincerely,
Giuseppe Adragna
(516)289-2461
a2archl6nginail.e6m
D ARC
R.
* w
d
(P�-9j, 04070 yob
FOF.N
ADRAGNA DESIGNS,LLC.. 1527 FRANKLIN AVENUE • MINEOLA • NY • (516)289-2461 • A2ARCH16@GMAIL.COM
ADRAGNA DESIGNS . LLC .
1527 FRANKLIN AVENUE• MINEOLA • NY • • (516) 289-2461 • A2ARCH16igGMAIL.COM
June 13,2024
To: Town of Southold Building Department
54375 NY-25
Southold,NY 11971
Att-.' Building De-e-partt ierit
Re: 500 Broadwaters Road, Cutchogue NY 11935
Accessory Garage Framing& Strapping Certification
T6 wh6ni it may e6fieern,
I, Giuseppe Adragna,Registered Architect in the State of New York,License Number 040751,
certify to the Department of Buildings of the Town of Southold that I inspected the framing and
strapping installation for the detached accessory garage at 500 Broadwaters Road,Cutchogue
11935 (SCTM 1000404-10-05). The structural framing and strapping in the field matches the
appf6ved plans do file with the Town 6f S6uth&d.
The above referenced work complies with the latest NYS Residential and Building Construction
codes and generally accepted practices.
I acknowledge that the Building Department of the Town of Southold is relying on the truth of
the statement contained herein to issue a certificate of Completion for the above construction
when appropriate.
Sincerely,
Giuseppe Adragna
(516)289-2461
a2archl6(cr�,gmail.com
O
R.
ci
(P�9T 040751
FoF N
ADRAGNA DESIGNS,LLC.. •1527 FRANKLIN AVENUE • MINEOLA • NY • (516)289-2461 • A2ARCH16(9GMAIL.COM
1,1
IELD INSPECTION REPORT DATE COMMENTS (n
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FOUNDATION (IST)
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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 https://www.southoldtownnygoov_
Date Received
APPLICATION FOR BUILDING PERMIT ' ''�,\`/7'�' jr
For Office Use Only ` DEC - 8 2023
PERMIT NO. <50 10
Q 1 Building Inspector: k
T le!
7�gt�
'21 �- E7+�aJ. �0a+9i C?4_'+1 ,JI�i�T�,�
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Pt try is the psivnsr,
Date: 1.,7 2
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Name: SCTM#1000-
Project Address:
Phone#: Email:AMA
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Mailing Address:
ER I
Name:
Mailing Address:
Phone#: Email:
4iIC IIVxY .V, ...,'a.n�'N'.S v:'L,ii%<S ',x. 'S x", %.}'�,r`g. •�5,<
Name:
Mailing Address:
Phone#: Email:
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111
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Name:
Mailing Address: ,
Phone#• Email:
.y y�y Y�y+,� �►i p,..:.;/,�r,�jZv-,�r•,�' =�^z"ry' -, x,� e s✓�<s,.�?n ..s �', r �„,���:,� .u.(..�, y,�� W�21,
i ,",:
E�K�ewStructure ❑Addition ❑Alteration ❑Repair ❑Demolition
La Estimated Cost of Project:
ther / 4�
r�5,Gt19� a-.0
Will the lot be re-graded? PKes ❑No Will excess fill be removed from premises? ❑Yes No
1
.>.• .�. .�r�<°ski, xc."�'.,�^R �;cr,.a-# � �
Existing use of property: ntended use of property:
Zone or use district in which premises is situated: Are there any covenants d restrictions with respect to
this property? ❑Yes No IF YES, PROVIDE A COPY.
.f"<-."�X' lehl
tiro ss onagrespBe e!� orecjapt , a oigrr� s" Ti > BYN dl� �a4hg. intuepart�far t e suan o uifdir �t p.. W"� ��,/�' "'+z>'. F r' ,: b Y4 %J� `.nor"'C g1tthe 1ainrt'`f is Nf cii ,;Coumy N Y ndotha appiica is rdt ces aP�gttiati 'thnr, i i'.
dditto'issra to'�#o o fdemoiit ahersiti rb�dfiy�app Ica tagrsiirutt(sIptsitcabtelhuvTf
r s a k�k' sz: err,, ,as w A wf P.•• :* 'r
fiousing:code an t r wi t n a it�au x# din sctdrs:on: r isss"a�b�i e
p�#. `�sacs �t� "fir` �rsya•><{,•S�c#tg�z ;.at�5"oft�h��(�wegg,o&s at����"Q�Qnatia11 s. a
Yk. �. ..��v's5 .0 � .X^:vdP.F'��v,';.yX•�•.+ s°hz.A�:,"�ynti4�Xi �.,
Application Submitted By(print name): �> � / � � Authorized Agent ❑Owner
Signature of Applica ( Date:
STATE OF NEW YORK)
COUNTY OF
l being duly sworn, deposes and says that(s)he is the applicant
Name of individual signing contract)above named,
(S)he is the _g
(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.
Sworn before me this
rth
_ day of 2023 jqaC-W 0 i),jil',01
tary Public
TRACEY L. DWYER
NOTARY PUBLIC,STATE OF NEW YORK
PROPERTY OWNER AUTHORIZATION NO.01 DW6306900
(Where the applicant is not the owner) QUALIFIED IN SUFFOLK COUNTY
COMMISSION EXPIRES JUNE 30,ZA:&
I, 114,4ejZ1 residing at
do hereby authorize WZk 1 CL�Q .�17%� to apply on
my behalf to the Tow of Southold ilding Department for approval as described herein.
2-a Z-
Owner's nature Date
-4,;1440 a 1A b4e�5
PrA Owner' Name
2
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
Division of Environmental Permits,Region 1
SUNY @ Stony Brook,50 Circle Road,Stony Brook,NY 11790
P:(631)444-03651 F:(631)444-0360
www.dec.ny.gov
TIDAL WETLAND LETTER OF NON-JURISDICTION/ NO PERMIT NECESSARY
NOTIFICATION OF ENDANGERED SPECIES ACT JURISDICTION
August 28, 2023
MARILAND LLC
149 DOSORIS LN
GLEN COVE, NY 11542 J
Re: MARILAND LLC PROPERTY
600 BROADWATERS RD
SCTM# 1000-104-10-05
CUTCHOGUE, NY 11935
DEC ID: 1-4738-04972/00001
Dear Applicant.-
Based on the information you have submitted, the New York State Department of
Environmental Conservation (DEC) has determined that:
The portion of the referenced property landward of the 10-foot contour line, as shown on the
survey by Kenneth M. Woychuk,,last revised May 30, 2023, is beyond Article 25 (Tidal
Wetlands) jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use
Regulations (6NYCRR'Part 661), no permit is required under the Tidal Wetlands Act to
conduct regulated activities landward of that line.
In addition, DEC has determined that the portion of the project located seaward of the 10-foot
contour line, as shown on the plans prepared by Giuseppe R. Adragna, dated July 26, 2023, is
more than 75 feet from DEC-regulated tidal wetland boundaries and is listed in the Tidal
Wetlands Land Use Regulations (6NYCRR Part 661.5 #50) as a use not requiring a permit.
Therefore, no permit is required under the Tidal Wetlands Act of the Environmental
Conservation Law for this portion of the project.
Please be advised, however, that no other construction, sedimentation, or disturbance.of any
kind may take place seaward of the tidal wetland jurisdictional boundaries, as indicated above,
without a.permit. It is your responsibility to ensure that all necessary precautions are taken to
prevent any sedimentation or other alteration or disturbance to the ground surface or
vegetation within Tidal Wetlands jurisdiction which may result from your project. Such
precautions may include maintaining adequate work area between the tidal wetland
E:!j m,Rsc Department of
0`"moo` Environmental
oPav+nuN
Conservation
1
jurisdictional boundaries and your project (i.e. a 15' to 20',wide construction area) and/or
erecting a temporary fence, barrier, or hay bale berm.
Please be further advised that DEC has documented the summer occurrence of the Northern '
Long Eared Bat (NLEB) (Myotis septentrionalis), a species listed as "endangered" by both New
York State and the US Fish & Wildlife Service, within 1.5 miles of the project location. We have
determined that tree cutting at this location between March 1 st and November 30th of any
calendar year may result in the "take" of these species within the meaning of Environmental
Conservation. Law (ECL) §11-535. The term "take" is defined, in part, as the direct killing or
injury of individual members of a protected species, interference with critical breeding,
foraging, migratory or other essential behaviors, or the adverse modification of the species'
habitat. Therefore, to avoid a "take", we recommend that no tree cutting activities be conducted
at the project site between the dates of March 1 and November 30 of any calendar year.
Please contact the DEC Bureau of Wildlife at 631-444-0310 for additional information
regarding NLEB.
This letter shall remain valid unless site conditions change. This letter does not relieve you of
the responsibility of obtaining any necessary permits or approvals from other agencies.
Sincerely,
Laura F.'Star
Deputy Permit Administrator
cc: M. Kimack
BMHP-TW
File
i
3
MAR 2 2 2024
BUILDING DEPARTMENT- Electrical Inspector
TOWN OF SOUTHOLD
c =` B�=r-D,W,IG 1-lall Annex- 54375 Main Road - PO Box 1179
o • Southold, New York 11971-0959
Telephone (631) 765-1802 - FAX (631) 765-9502
1 ' iamesh(-)southoldtownny.gov— seand(cD-southoldtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date:
Company Name: MIT Electrical Contracting Inc.
Electrician's Name: John Tsoumpariotis
License No.: ME-61014 Elec. email:mitelectricalcontracting@gmail.com
Elec. Phone No: (917)416-2712 ❑I request an email copy of Certificate of Compliance
Elec. Address.: 882 Willis Avenue Albertson NY 11507
JOB SITE INFORMATION (All Information Required)
Name: Mariland Holdings LLC
Address: 500 Broadwaters Road Cutchogue NY
Cross Street: Vanston Road
Phone No.: (917)685-7171
Bldg.Permit#: 50109 email:dimitrima@optonline.net
Tax Map District: 1000 Section:104 Block: 10 Lot:5
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
Rewired New Garage
Square Footage:
Circle All That Apply:
Is job ready for inspection?: ❑ YES ❑ NO ❑V Rough In ❑ Final
Do you need a Temp Certificate?: ❑ YES❑� NO Issued On
Temp Information: (All information required)
Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter#
❑New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead
# Underground Laterals 1 2 H Frame Pole Work done on Service? DY N
Additional Information:
PAYMENT DUE WITH APPLICATION G
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GR 2 2 P-024 BUILDING DEPARTMENT- Electrical Inspector
Z444ss
TOWN OF SOUTHOLD
Annex - 54375 Main Road -
n Hall PO Box 1179
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Southold, New York 11971-0959
Mr
Telephone (631) 765-1802 FAX (631) 765-9502
— seand@southoldtownny. v
CLO iamesh(@-southoldtownnv.aov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date:
Company Name: MIT Electrical Contracting Inc.
Electrician's Name: John T§6umpariotis
License No.: ME-61014 Elec. email:mitelectricalcontracting@gmail.com
Elec. Phone No: (917)416-2712 D I request an email copy of Certificate of Compliance
Elec. Address.: 882 Willis Avenue Albertson NY 11507
JOB SITE INFORMATION (All Information Required)
Name: Mariland Holdings LLC
Address: 500 Broadwaters Road Cutchogue NY
Cross Street: Vanston Road
Phone No.: (917)685-7171
Bldg.Permit#: 50109 email:dimitrima@optonline.net
Tax Map District: 1000 Section:104 Block: 10 Lot:5 _J
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
Rewired New Garage
Square Footage: J
Circle All That Apply:
Is job ready for inspection?-. ❑ YES [] NO Rough In ❑ Final
Do you need a Temp Certificate?: ❑ YESFV� NO issued On
Temp Information: (All information required)
Service SizeF11 PhF13 Ph Size: A I # Meters Old Meter#
FJNew service[]Fire Reconnect E]Flood Reconnect oservice Reconnect Flu nd erg round Doverhead
# Underground Laterals F]1 F-12 H Frame [] Pole Work done on Service? E]Y FIN
Additional Information:
PAYMENT DUE WITH APPLICATION
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PERMIT# Address:
Switches '
Outlets
G F I's I
Surface
Sconces
HH s
UC Lts Fridge HW POOL
Panel
Fans Mini Fr. I W/D Pump
Exhaust Oven ,),04Y Sump Heater
Trnsfmr
Smokes DW C Generator Salt Gen.
Water Bond
Carbon Micro GrbDis Lights
Heat Pucks ERV
HOT TUB/SPA
Inst Hot DeHum Transfer Disc
Combo COOL-top Minisplit
Blower
AC AH Hood Blower
Service Amps Have Used
Sub Amps l C-U Have Used "
Comments
S
www.
structured cable Products � les@scpcat5e.com
SY�
- sales@scpcat5e.com
Quality Installations oeserue Quality Products Direct: 954-327-5770
Toll Free: +1-866-470-5742
SCP PART#: 16/2P
Description : 2C/16 AWG STRANDED BC - PLENUM - WHITE - 1000 FT SPOOL 02/22
General Specification of Product:
Final Diameter: 0.184 inches 4.674 mm
Total Cable Weight: 39.0 kg/km 26.2 Ibs/1000 ft
Conductor: 2 Cond -16 AWG 26 Stranded Bare Copper
Insulation: PVC
Outer Jacket: PVC
Print Notes: Sequentially marked per 2FT (0 - infinity)
Standard Print: STRUCTURED CABLE PRODUCTS --- P/N 16/2P --- (UL) CL2P/CL3P
E198137-SCP OR FPLP 75°C (UL) C(UL) CMP FT-6 UNSH 2/C 16 AWG STR
BC --- ZONE/DEVICE A B C D E 0 1 2 3 4 5 6 7 8 9 RoHS
Electrical Characteristics:
DC Resistance 25°C: 4.1 Ohms/ 1000 ft
Mutual Capacitance : 24.3 pF/ft
Impedance : 75 Ohms
Velocity of Prop : 64 %
Inductance. : 1.3 mH/km
Additional Information
Cabled OD Avg: 0.154
Ins Thickness: 0.010
Jkt Thickness: 0.015 �
Certified: UL CL2P/CL3P OR FPLP / UL C(UL) C
Flame Rating: Plenums
Max Voltage: 300V
Packaging: Plywood Spool 12 x 10 x 5
�qt-�)qlc, 21
Packaging Weight: 26 Ibs / 12 kgs
(All of the above values are approximated to within +/- 10% )
'Ro 0,
APPROVED AS NOTED
DATE-la_ I_Z3 B.P5 D ICOMPLY WITH ALL CODES OF
FEE$ 0 3 -Oo By; NEW YORK STATE g TOWN CODES
AS REQUIRED AND CONDITIONS OF
NOTIFY BUILDING DEPARTMENT AT swmvmzm
631-765-1802 8AM TO 4PM FOR THE wwvMRM6w
FOLLOWING INSPECTIONS:
FOUNDATION-TWO REQUIRED
FOR POURED CONCRETE
ROUGH-FRAMING&PLUMBING
INSULATION
FINAL-CONSTRUCTION MUST
BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR ELECTRICAL
DESIGN OR CONSTRUCTION ERRORS INSPECTION REQUIRED
Al exterior lighting RETAIN STORM WATER RUNOFF
installed,replaced or PURSUANT TO CHAPTER 236
repaired shall conform OF THE TOWN CODE
to Chapter 172
of the Town Code
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--------------------- -- t-O__---=--------------------------- -------- -----------WATER------ ---------------,------------------ -------- -----F------------ --------------T---- WATER-------t--- - / 1 I I I I I / 1 \I I I 1 3 ■
♦ PROPOSED I T I 1 PROPOSED UTILITIES TO !D ■
+-�
I I I BE CONNECTED IN I
♦ WATER METER I 1 ACCORDANCE TO TOWN \ / \ \ I I I / I / 1 n I I Z
\
AND UTILITY STANDARDS / / SILT FEN
---- J �� 1 / I I • �- I - Q� p
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IMPR6VED LOT !ILI
S �5 �1 4ID \l,U\ \I %` 42-1. / ; ,. ;; -11 -----I -- - - -
/ RESIDENCE I / / / t Z
PUBLIC WATER
O
4-)-' N
C-) �
Sf TE PLAN o I
/ SCALE : P = 15'-0" Q Z
-
ZONING INFORMATION ZONE: R-40 , 1 So
,gntSeal:
DESCRIPTION MAX/MN PERMITTED PROPOSED
. 1 I
� i i ��RED ARcy
y PE R.
MAJOR DIVISIONS sus TYPICAL NAMES 32,105 ill GROSS _ PROPOSED I I �� �Q R1Q FO
LOT AREA 40,0(d0 scl.ft. 28812 sft. NET FIRST FLOOR 2,534.91 s .ft. I I �/ �9
1 2 .'� 4 LOT WIDTH 150.0fti.MIN- ± 70' o -L
SECOND FLOOR 1,il) s .ft. I I
WEL4GRADED GRAVELS,GRAVEL-S/WD MIXTURES,
DEPTH 175 0ft.'MIN. ± 370' L „ _J TOTAL 4,224.41 s .ft.
~ GW LITRE OR NO FINES. I I I
z FRONT YARD 50.0' 106.13' �- �' MAX ALLOWED:4,23-12 SOFT. I I N
w ■_ I a` GP POORLY GRADED GRAVELS*OR GRAVELSAND MIXTURES, �"' I I Q"
V I unde15 r th ot����r ul itedeto alter
O s{ N LITTLE OR NO FINES REAR YARD 50.0' 190.90' I l an Item m a a Few g the seal of an
■ , 0 w w w N /� SILTY GRAVELS,GRAVEL-SAND-SILT MI TUREs SIDE YARD 15.0' 15.95'
V M ll affix
to_ __ r-------- -_-`- _ as hteeCthe sea and the notation"altered b�/'f
� hi item I p
SIDE YARD 15�' 2025'
-- f 1 by his signature and the date of such alteration,and a
� Q cd
,�� /'>!+ CLAYEY GRAVELS,GRAVEL-SAND-CI.AY MIXTURES. speafic descnption of the alteration.
j VV SIDE YARD AGG. 35.01 3584 ��
will
g N SW WEL"RADED SANDS.GRAVELLY SANDS,LITTLE OR NO 4,a -102 y 15'-44 n
s IL'A s YY FINES. FLOOR AREA MAX. 4,231.2 SOFT. 4,224.41 SOFT. T � I�
w
v a ti ` SP POORLY GRADED SANDS OR GRAVELLY SANDS,LITTLE OR NO FINES LOT COVERAGE 20% 5,114.4 sc1-ft. 4,123 SQFT. 1C 36 %19
a.
'J
�7
z R:Y.F t£cFY2ACE
0 1» 0 lw SILTY3ANDS,SANDSILTMIXTURES. BUILDING HT. 2 2 STORIES 35ft 28' 9
w H SM C L: ' _
CLAYEY SANDS.SAND-CLAY MIXTURES. MAX. GROSS FLOOR AREA: = I' _' �--1 00
`w T SC L 3,350 SOFT. PLUS 10% OF LOT AREA IN EXCESS OF 20,000
'- INOROANICSXTS AND VERY 14NESAIii ROCK Iiii a SlOR 28,872 SF. - 20,000 = 8,872 SF. I ^� \ vJ
V) N M L CI l FINE SANDS OR CLAYEY SILTS WITH SLOW 1'LASl 8,812 SF. x 10% = 881.2 S.F. � � �
�u / z •-
no N g zd 3,350 + 0812 = 4,2312 SOFT. I I 1;,
I U D = INOMMIC CILAYS OF LOW TO MEOW ftMTIl GAAVELLv CLAYS. - --- - -- - - o f �I r - v
e�i 00 b I- CL SANDY G/1Y8.li CLAYS.LEAN CLAYS
w y - to LOT COVERAGE/ BUILDING AREA:
J 1
O w ro
ORGANIC SILTS AND ORGANIC SILTY CLAYS OF LOW RESIDENCE 258
I rn OL PLASTICITY. FRONT PORCH 139 --- I -- , - - g � J
� � i
r i I 1.`�
INORGANIC S LTS,MICACEOUS OR DISTOMACEpU3 FINE REAR DECK 411 1
-
Z MH POOL 800
SANDY OR SILTY soils,ELASTIC sllTs. I _
.7 GARAGE 15C DIVERSION RIDGE REQUIRED EXTRA STRENGTH FILTER FABRIC I
99 C �+LJ MIORCi/WIC CLAYS OF HIGH PLASTICITY,FAT CLAYS 4,123 SOFT. WHERE GRADE EXCEEDS 2R 2% GItEAlER NEEDED WITHOUT WIRE MESH SUPPORT _ L '�A' I I I z Ua
V I-i
h J C_J 1 / STEEL
POST
_ ORGANIC CLAYS OF MEDIUM TO N GH PLASTICITY, ROADWAY \ \\
to J OH ORGANIC SILTS. / �i/�� ( --- --
(9 /\\/\/\\ /\\/ ATTACH FILTER FABRIC
-- - - ----- -- - - -- SECURELY TO UPSTREAM - - --
FILTER FABRIC SIDE OF POST
SECTION A-
N
BALES
.. Fow.. 2 - I
I will 4'-2 5 SPILLWAY USE SANDBAGS, STRAW BALESTRAW BALES, SANDBAGS, 31�
_
APPROVE
OBSERVED BY: OBSERVED BY: BASIN AS REQUIRED.D METHODS •+ . , 1 / I i G -- E
OR CONTINUOUS BERM OFOTHER / I
EQUIVELENT HEIGHT TO CHANNEUZE RUNOFF TO �• � V M�
TEST PIT GIUSEPI E ADRAGNA,IRA. TEST PIT 2 GIUSEPPE ADRAGNA, R.A. \ / 10' MAXIMUM SPACING WITH I 0
LTC. •040151 LTC. •O40151 SUPPLY WHEELS IFTER TO NECESSARY A ///\\��\\�\\//\ ��/�// 6' MAXIMUM
G WITHOUT � C - I<1 - r 4 _t
DIG DATE: JUL1' 11, 2023 DIG DATE: JULY 11, 2023 \� WIRE SUPPORT FENCE �^
TIME: 11:30, a.m. TIME: 12.00 p.m. I I ` -
WEATHER: 02` MOSTLY SUNNY WEATHER: 82' MOSTLY SUNNY 3 - l - ; -
f STEEL OR WOOD POST
START GROUND ELEV.: 15.0' START GROUND ELEV.: 1L0' I �' I p � ---
DEPTH OF PIT: 15.0' DEPTH OF PIT: 11.0' ti�zow _� �_ 36" HIGH MAX. 11 ' X
_ _ , \ l I I ProlectTitle:
JI
GROUND WATER: 14.5' (EL. 0-5') GROUND WATER: 10.5' (EL. 0.5') � ° mow FLOW L`� - L `-- ---- ---- -- -- - - - �! J _ J L \ � -- -- --_- . = =m _ BROADWATERS
MATERIAL GLASS OF MATERIAL CLASS OF A° o �- \ `� - � ROAD
DEPTH (FT.) DEPTH (FT.) PONDING HEIGHT PONDING HEIGHT K'-
DESCRIPTION MATERIAL DESCRIPTION MATERIAL °°0 4 a°° I
I, TOP SOIL I1-65 I, TOP SOIL 11-(05 ° FLOW 9" MAX. -'
♦ I A 2"-3" 3/4" MIN. DRAN ROCK
°e COURSE THICK E o 12' MIN. �_
STORAGE HT. B" �-
o
0 COARSE SAND GW 0, \ T le:
d GRAVEL 6-r 5 COARSE SAND GW ` \ \ � a/�'/ \ \ \i `
E GRAVEL (o-C�5 12" MIN. /\ \� /\\ia� 12" MIN.
DIVERSION RIDGE L
SITE PLAN
9' 50 MIN. ���\ \ 14'-11" '
• 14'-1" 14 -11" 14'-11" - I' 11 14'-11
t "x6' TRENCH l
0.0' SILTY CLAY SC 0-0' WITH COMPACTED /\�/•'
n
11' 10-C 5 ---- 10.5' ROUND WATER NGOUNTERED PLAN BACKFILL
END OF PIT tv II.
FINE SAND, SM NOTES: TRENCH DETAIL INSTALLATION WITHOUT TRENCHNG r-�- --'--------'
SILT 8_65 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT NOTES: I -. m•.,
TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY Project#: 5cale:
5.0
14.5' ROUND WATER NCOUNTEIl REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED 1. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE END OF PIT 6 115. S.0 TO TRAP SEDIMENT. PONDING EFFICIENCY.
1000-104-10-5 As Noted
2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO 2. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE
PUBLIC RIGHT-OF-WAY. SEDIMENT WHEN NECESSARY. 9' MAXIMUM RECOMMENDED STORAGE Date: Sheet A:
3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED HEIGHT.
WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR 3. REMOVED SEDIMENT SHALL BE DEPOSITD TO AN AREA THAT WILL September 28, 2023 x of x
SEDIMENT BASIN. NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY NOTE: STABILIZED. 1- 1/ FD f r- � f/ t_1 14� 14 I)� 1 { G; 14�_1
meet:
PER UNITED STATES DEPARTMENT OF TEMPORARY GRAVEL CONSTRUCTION FIRST FLODR PLAN SCALE : N.T.S. SECOND FLOOR PLANSP - 101 . 00 THE INTERIOR GEOLOGICAL SURVEY ENTRANCE/EXIT DETAIL SILT FENCE DETAIL
WATER-SUPPLY PAPER 1619-GG PRINT 3 SCALE: NTS SCALE: NTS
HIGHEST GROUND WATER TO BE AT EL. 0.0
3�o'-mil
I'-ifl�2'I 91 31I 21_31I g _31I 2'_3i' 9'-3" 1'-Im211
(3) 111/81. HDR (3) 11148" HDR (3) 111/8.1 HDR ---- - --- - - - - --- - - - - --- ---- " -- - - -- ---
I Y 1� — — — — -- — — — — — — — — — — — — — — — — � •, ( I1 I1 II 1 1 TALL II I I I1 9'-0"xT-0 TALL , - X �
O.H. GARAGE DOOR I I il O.H.GARAGE DOOR I I I O.H. GARAGE DOOR --- -
--------------------- ------------------------------------1
- - - ---.._--"--""- ----- - --- ---------- -
1I I I 11 I I I I I I UT I •,'':..y•: II m—�b� m��7� I : I O i O - - -- i, N ----- ----- 0r• r•
11
E E IL___________________________________-j L-_---__----_-__--_--_----_--_-_---_J L--------__---____-___-__-____------J � O ---- --- -- N-- --- -
Q�w
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Q1 = ® =* �.::..• pV-'1 rr �rY 1I •..�4'". (I O Nx 1IIIIIi II1IIi IIIII1 III1 IIII1i1 I1III1i 1IIII1 III11i IIIIIIi IIIIIIi IIIIII III N
�� I -. ._ ..._.__. _--�_= 0X---—--- II., --------------------------------'-------_—--_—--
o- x
- - .- I -
z
X_1r «.
Z 0
U
"�du ------------------------------------ ----------------------------------- -----------------------------------i Q il I
j
`� II II II II 11 II --- -
' �'LAB ABOVE I I I 1 I I I I I I I I --- - - ---- --- ---------------- -------------- ----- NZ,
4" POURED CONCRETE SLAB (4000 PSI) ( ? I �r---------------------------- ------�i �r----------------------------------- ----- -----------------------------�i I --- - - - -- -- - - ------- - -- a, a.
REINFORCED W/ &x6 wium. -1-- -- �2) 2x12- ---------------- ---------
m,� ---- - --- -(2) 2x12- --------------- �2)2x12- •�
OVER 6 MIL POLYETHLEENE VAPOR BARRIER
OVER 8" COMPACTED GRAVEL BASE N - I X
B - —N � - -- - - tiOX iarxn.
ATTIC - 0 -
0 B ti N N j SCUTTLE N 0 14" LVL RB. o n 14" LVL RB. o p co
- - - - -
TYPICAL FOUNDATION WALL -. - - - _ _ - _ = 1 - - - - - - -0 - --(l _ - - - m Co co
8"W P.C.FOUNDATION W/(1)•4 BAR m TOP I I O Cl O (l L----- I -- - - - -- - - -- -- --- - u c\t o Cat
(1 -► I
*4 BARS 12" O.C.VERT. INSIDE FACE `• (1 z PITCH SLAB Y8" PER FOOT
n - o+- TOWARDS O.H.DOORS
------------------------------------------ -------------- - z� o� rn
I I e 45 12" DOWELS INTO FOOTING I ,�.. I - - - ---- - - -- - _----- ------- 0 0 0
• WATERPROOF ALL FOUNDATION WALLS - �_-- -'--- - - - - ----- -- --- --
01 1-4 CQ CO
TYPICAL FOUNDATION FOOTING I I O IN NO - - - -- - --- -" - - - -- - ---- -
3500 PSI POURED CONCRETE FOOTINGS : �o p� -
12" DEEP x 1'-8"W W/(3)04 REBAR AND -
04 REBAR GROSS TIES �+ 18" O.C.g BOTTOM Q
NOTE: 04 BAR ® 12" O.C.DOWELED INTO WALL ABOVE -
35'-III -�- --- O � -.. . - - - _- - -------O 70.- - - - _ _ - -- " - ----
tr cn
—.—.—..—._— —,.—_—— — — —_— - -._— O
— — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
FOl, N1D AT I ON FLAN FR,4C->: f1.._ AN GOOF �L Al l
0
SCALE : 1/4" = 1'-0" SCALE : 1/411 = 1'-011 SCALE : /4" = 1'-Ol' -) o
co
o
cz s~
a) o
� Z
O
o
W
al �
O U
O � �
ICJ Q �
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12 12
srgn 4 seal:
il A,, ll 11 , ,kK I
110 TYPICAL ROOF CONSTRUCTION:
-ARCHITECTURAL ASPHALT ROOF SHINGLES
U U U -ALUMINUM FLASHING AATT ALL ROOF RED.ARCyj
12 �- -� VALLEYS, OPENINGS AND ROOF ��5 �Q?
2"xro" G.T. ?,," PENETRATIONS
10 OG 6 32" O.C. -1/0 -GRACE SNOW AND ICE SHIELD FROM
EAVES TO POINT MIN.36" PAST TH3; WARM ,
Q�fO �Q SIDE OF WALL LINES '� •
¢ - -301b.BUILDER FELT
-3/4" CDX PLYWOOD SHEATHING _
p -2"x10" ROOF RAFTERS v 16" O.G. p A.
-
1 C It is a f tl�b��r ,unless acting
Lid ATTIC under th o Itect,to alter
an Item m a a Far'1� g the seal of an
architect is all te g architect shall affix to
TYPICAL WALL CONSTRUCTION: his Item the seal and the notation"altered followeMLEL_ad
„ „ CEDAR I E SIDING by 9
n ---- his sI nature and the date of Such alteration,and a
luun1H=H11 7 HL-d 2X12 G J. fro" O.G. s ecific descrl Ion of the alteration.
i 30 LB.BLDG.FELT P
5ia" EXT.CDX PLYWOOD SHEATHIIWG
�1 O �" .FIREBLOGKINCx AT'MID POINt OF
m WALL HEIGHT * EVERY STUD
c0
V GYPSUM BOARD FINISH ON WALLS N
"TYVEK" HOUSE WRAP
l L
(p Z J rn
P.C. DRIVEWAY APRON �-7
PITCH SLAB Y8" PER FOOT 04 BAR LONG (TYP• IN APRON) V �
TOWARDS O.H. DOORS 04 BAR '® 24" O.G.
5 I E�E ELEVATION FONT ELEVATION roxio Im/fO W.W.M. -- �
SCALE : /411 = 1'-O" SCALE : /4" = 1'-O"
w O
SLAB ABOVE TYPICAL FOUNDATION WALL --a
4" POURED CONCRETE SLAB (4,000 PSI) 8"W P.G.FOUNDATION W/(1)04 BAR 0 TOP � Q
REINFORCED W/bxb %WWP'I. 04 BARS 12" O.C.VERT. INSIDE FACE
OVER 6 MIL POLYETHLEENE VAPOR BARRIER a 05 12" DOWELS INTO FOOTING 0
OVER 8" COMPACTED GRAVEL BASE • WATERPROOF ALL FOUNDATION WALLS rZ @)
TYPICAL FOUNDATION FOOTING
V
3500 PSI POURED CONCRETE FOOTINGS
12" DEEP x 1'-S'W W/(3)04 REBAR AND
04 REBAR CROSS TIES a IV' O.C. * BOTTOM
NOTE: •4 BAR A 12" O.G.DOWELED INTO WALL ABOVE Q
�T I ON
12 1 SCALE : /4" = 1'-0"
t0 i
u
Z
E
Project Title:
BROADWATERS
ROAD
Drawing Title:
_ CELLAR & FIRST
—IN
FLOOR PLANS
Project 11:Ll
Scale:
1000-104-10-5 As Noted
Date: 5heet N:
October 30, 2023 X of X
11�11 I I
5heet:
51EDE ELEVATION F:�EAFR ELEVATION
A- 700 . 00
SCALE /411 = 1'-011 SCALE /4" = 11-0"