HomeMy WebLinkAboutTR-9649A Glenn Goldsmith,President '*V so(/ry Town Hall Annex
Michael J.Domino ,`O ��� 54375 Route 25
P.O.Box 1179
John M.Bredemeyer III 1�[ Southold,New York 11971
A.Nicholas Krupski G Q Telephone(631) 765-1892
Greg Williams '� �� Fax(631) 765-6641
CUUNTI,�
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
CERTIFICATE OF COMPLIANCE
# 1783C Date: December 5,2020
THIS CERTIFIES that the construction of a cabinet to enclose electric meter;104"tall x 68"
wide x 60" dem on top of a concrete foundation;
At 380 First Street,New Suffolk
,Suffolk County Tax Map #1000-117-8-19.1
Conforms-to-the application for a Trustees Permit heretofore filed,in this
office Dated March 4,2020 pursuant to which Trustees Administrative Permit#9649A
Dated July 15,2020,was issued and conforms to Ali
the requirements and conditions of the applicable provisions of law. The project
for which this certificate is being issued is
for the construction of a cabinet to enclose electric meter, 104".tall x 68"wide x 60"
deep on top of a concrete foundation.
The certificate is issued to Robins Island Holdings LLC owner of the
foresaid property
Authorized Signature
r
Glenn Goldsmith,President
if so(/jy Town Hall Annex
Michael J.Domino,Vice-President ,`O� Ol0 54375 Route 25
P.O.Box 1179
John M.Bredemeyer III Southold,New York 11971
A.Nicholas Krupski G Telephone(631) 765-1892
Greg Williams Fax(631) 765-6641
couff`1,�
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
DATE OF INSPECTION:
INSPEC° E,D�$Y:"""•'-- ,Y Kqpl_�/
i=r Ch. 111
INSPECTION SCHEDULE
Pre-cor3�trtotionr ilakate Ifne�siltl�c4lt/ ilt curtain
1St day of construction
constructed
X Project complete, compliance inspection
,COMMENTS 1 n r
r
CERTIFICATE OF COMPLIANCE:
Glenn Goldsmith, PresidentOF SUUI Town Hall Annex
54375 Route 25
Michael J.Domino,Vice-President h0 l0 P.O.Box 1179
John M.Bredemeyer III Southold,New York 11971
A.Nicholas Krupski G Telephone(631) 765-1892
Greg Williams �O �� Fax(631) 765-6641
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
SOUTHOLD TOWN BOARD OF TRUSTEES
YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES
72 HOURS PRIOR TO•COMMENCEMENT OF THE ACTIVITIES CHECKED OFF
BELOW
INSPECTION SCHEDULE
Pre-construct''i ,`h'ay betle'line%silt beorri/silt curtain
1St day of construction
% constructed
x When,project complete, call for compliance inspection;
J '
Glenn Goldsmith, President a SOUly Town Hall Annex
Michael J.Domino,Vice-President ,`O� ��� 54375 Route 25
P.O.Box 1179
John M.Bredemeyer III l�t Southold,New York 11971
A.Nicholas Krupski GANC
Telephone(631) 765-1892
Greg Williams '� Fax(631) 765-6641
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
Permit No.: 9649A
Date of Receipt of Application: March 4, 2020
Applicant: Robins Island Holdings LLC
SCTM#: 1000-117-6-19.1
Project Location: 360 First Street, New Suffolk
Date of Resolution/Issuance: July 15, 2020
Date of Expiration: July 15, 2022
Reviewed by: .Board of Trustees
Project Description: Construct cabinet to enclose electric meter, 104" tall x 68"wide x
60" deep on top of a concrete foundation.
Findings: The project meets=all the,requitements_for issuance of an Administrative
Permit set forth in Chapter 275 of the-Southold Town Code. The issuance of an
-- ---- --Administrative-Permit allows-for--the-oper-ations-as-indicated,on-the-site-plan--prepared-b-�---_____
F.C. Watson Land Surveyor P.C., received on March 4, 2020 and stamped approved on
July 15, 2020. '
Special Conditions: To include a screening for the cabinet of Eastern Red Cedars.
Inspections: Final Inspection.
If the proposed activities do not meet the requirements for issuance of an Administrative
Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be
required.
This is not a determination from any other agency.
,�L 15�� -
Glenn Goldsmith, President
Board of Trustees
1
r- _
BOARD OF ,�USTEES
-
►. j TBO
OWN OF SOUTHOLD
BAR 4 2020 ®ATE �v _
I �-`� !� 2020
V
spk. setspk. set
V o benchmark set
O on cabinet face
eiv. 10.00
ex.
cabinet on
wood
platform
18.4'
N
J J
C O
atk. Set
stk. set
Jackson
Street -
Francis C. Watson
Licensed Land Surveyor
A COPY OF THIS DMUPERT NOT BEARING THE
LAND SURVEYORS INKED/EMBOSSED SEAL AND Stake out drawing at
SIGNATURE SHALL NOT BE CONSIDERED A TRUE Robins Island Preserve
®� AND VALID ORIGINAL COPY
C. � ® 380 First St., New Suffolk
C. Watson Land Surveyor P.C. Prepared for;
1 Grove Place Commander Electric
abylon, N.Y. 11702 500 Johnson Ave
31 328-3422 ph P.O. Box 526
® INDICATED
32 677-3202 fax Bohemia, NY 11716.
cwatson Is® I-nail.com T: (631)563-3223
AUTHORI 09 ALTERATION W ADDITION ST TO THIS SURVEY IS A VIOLATION OF
(P\ CTION 7208-2 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF 'fH15
RVEY NOT O A�R�A® NSI ERED TO BEINA THE
TRUE COPY. UARARS NTTEES AND OSSED ACER�TIATIOALL NS E
`o N HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS
EPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENT AGENCY
D LENDING INSTITUTION. GUARANTEES AND CERTIFICATIONS ARE NOT
ANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. LOCATIONS
D DIMENSIONS SHOWN HEREON ARE FOR INFORMATIONAL PURPOSES ONLY ANDrr�I L+N.Y.S. License E NOT TO BE USED TO LOCATE ANY NEW CONSTRUCTION ( FENCES, SHEDS, SCALE 1n=GOA SurveNo. 050786 DITIONS. POOLS, ETC.... THIS SURVEYOR WILL NOT BE HELD RESPONSIBLE FOR Surveyed February 7, 2060
s' - ---
IDXK
0' 0 19197 SHERWOOD AVE.
ONE LINE DIAGRAM � h PARK
��� DETROIT, MICHIGAN 48234-2880
L 1 MAR 4 2020 ; E PAGE# TYPE DESCRIPTION
6 0 0 A BUS I DETROIT I tl rxAl'xc•'•L 15KV.600E METER ENCLOSURE PSEG/LIFE
LINE CONDUIT 18 /a• I '
2 FRONT VIEW DOORS REMOVED
C s---------- 3 LLECTRICAL VMUNGDIAGRAM
UTIIl= METERING COMPARTMENT 4 EOM- BILL OF MATERIAL
LIPA UTILITY E-- - ----- � T—�. 6
6
7
6 °
1.r T MODEL NUMBER
ELECTRICAL RATIN:iS 9
LINE MAXIMUM DESIGN VULTAGE [�kV 9
t&-
INSULATION LEVEL(BID ®kV 10
15 K V/6 0 0 A CONTINUOUS EENT 600 AMPS 11
INTERRUPTING CURRENT 600 AMPERES 12 �l
LOAD CONDUIT 3PH, 4W �AL BUS RATING 6U®AMPERES 14
41 /a' PT VITHSTAND VOLTAGE ®kV IS
• FAULT CLOSE CURRENT(RHS ASYM) ®kA
MOMENTARY EENT GOTS ASYM ®kA 16
SHORT TIME CURRENT GRMS SYM) ®kA 17
®SECONDS 18
FUSE TYPE ® 19
ENCLOSURE SECTION=OF
TYPE OUTDOOR GENA 3R) 20
CATEGORY B
LOAD SUITABLE FOR USE ON CIRCUITS CAPABLE OF DELIVERING NOTES:
Pi 0 NOT MORE THAN®RMS SYMMETRICAL AMPERES 0 1. PAD MOUNTED METERING ENCLOSURE
RATING LABEL 2. 15kV 316 STAINLESS STEEL
(NO SCALE) 3. PAINT:ANSI 61 GREY
PIAN VIEW 4. MAIN BUS BAR FULLY INSULATED
5. LOAD SIDE PHASE BUS DRILLED AND TAPPED WITH j"-13NC
56 58 62 62 55 1 �A 57 51 63 NNER HINGED LEXAN BARRIER 63
OVER CT COMPARTMENT TO ACCOMMODATE CONN.OF POTENTIAL XFMR =�
o• 6 GLASTIC BARRIER AROUND TOP AND SIDES OF PT'S
a' 7. INNER I"CLEAR LBXAN DOOR,FULL LENGTH AND WIDTH OF
CT/PT COMPARTMENT
8. 120V POWER SOURCE FOR LIGHT/HBATBR/RBCPT.BY OTHERS
a o a 9. DUAL HINGED OVERLAPPING DOORS FRONT AND BACK
0 o a o
Q 19 /2' c0
D O D t�
D D D D
PA
CUSTOMER
APPROVAL REQUIRED
(NOT FOR PRODUGnON)
DATE : 30/2019
ANG ANGE o o® REV DATE BY. SEIEET(S) NOTLS
GH REMOVED li ILLION, CHANGED TO
KEEP UT KEEPOUT 1 8/7/19 CDT 1,2 OVEP.LAPING DOORS FRO14T AND BACK
a� 0
9 0 2
'
3
104' 72 /2' A
7
8
9
10
11
12
13
_ 14
15
THE INFORMATION SHOWN IN THIS DRAWING IS THE PROPERTY OF PARK
�
D DETROIT.ANYONE ATTEMPTING TO USE,DUPLICATE,OR DISCLOSE IN ANY
D O D
D O D D MANNER TO A THIRD PARTY WITHOUT THE PRIOR WRTFTEN CONSENT FROM
PARK,WILL BE HELD LIABLE AND MAY FACE LEGAL ACTION
FILE LOCATION:\NUMBERE019\190843E.DWG
1 . CUSTOMER:UNITED ELECTRIC POWER
PROJECT:
DESCRIPTION:LIPA REVENUE METERING CABIET
CONSTRUCTION :OUTDOOR STAINLESS STEEL NEMA 3X
FRONT VIEW SIDE VIEW SECTION VIEW A—A SYSTEM RATED :1EOVAC
A MAIN BUS•NA NEUTRAL BUS:NA GRD BUS: YES
INNER LEXAN HINGED DOORS ENGINEER:CDT P.O.# P1316628
SALESPERSON.SSLNYNJ S.O.# 190843E
APPROVALS' DATE 7/12/2019 SHT#1 OF 4
60 2 63 60 2 54 61 64 52 66
$� o°
MAR 4 2020
B ff
28 /2' /
3 ' HINGBD INNOR
7-17' 17'� MHTAL SCREIBN
DOOR.
104'
0 0 0
2°�1 3/4'
o
o
1 °
° ° 1 °
� ° u ° �
o
70
0 0 0 7 6 '
0 0 0 10 3/4°
5 14 1/2' ° 14 1/2° ° 36 5/8'
9
° INCOMING
3'
s
' 68
4
° 67
21 /2'
0
LOA
3 °
14' 4 ,
17' 17' 17' 17° 3
2 '
33 5/8'
PARK ®
• 24' S 19197 SHERWOOD AVE.
• DETROIT, MICHIGAN 48234-2880
18 7/8' THE INFORMATION SHOWN IN THIS DRAWING IS THE PROPERTY OF PARK
° 53 ° ° DETROIT ANYONE ATTEMPTING TO USE,DUPLICATE,OR DISCLOSE IN ANY
MANNERTO A THIRD PARTY WITHOUT THE PRIOR WRITTEN CONSENT FROM
PARK,WILL BE HELD LIABLE AND MAY FACE LEGAL ACTION.
SECTION VIEW C—C B r SECTION VIEW B—B FILE LOCATION:\NUMBER2019\190843E,DWG
CUSTOMER:UNITED ELECTRIC POWER
FRONT VIEW DOORS REMOVED PROJECT:
DESCRIPTION:LIPA REVENUE METERING CABINET
CONSTRUCTION :OUTDOOR STAINLESS STEEL NEMA 3X
SYSTEM RATED:15KV 3P 3W
MAIN BUS:600A NEUTRAL BUS:YES I GRD BUS: YES
ENGINEER.CDT P.O.# P1316628
SALESPERSON:SSLNYNJ S.O.# 190843E
APPROVALS:— DATE 7/12/2019 1 SHT#2 OF 4
LIGHT
SWITCH
L2 L1 FU-1/2A L -- --
G R D I --- L, / LIGHT
MAR 4 a
N m f3ua d;
R FU-2/20A L L
<—®-3
DUPLEX L
RECEPTACLE --o—
LN
N N BY OTHERS
RES N
GRD
H EATER
T—STAT
rHT
H1 FU-3/2A L F-®-�
J*PARK
® o
N 19197 SHERWOOD AVE.
DETROIT, MICHIGAN 48234-2880
THE INFORMATION SHOWN IN THIS DRAWING IS THE PROPERTY OF PARK
DETROIT.ANYONE ATTEMPTING TO USE,DUPLICATE,OR DISCLOSE IN ANY
MANNER TO ATHIRD PARTY WITHOUT THE PRIOR WRITTEN CONSENT FROM
PARK,WILL BE HELD LIABLE AND MAY FACE LEGAL ACTION
FILE LOCATION:\NUMBER2019\190843E.DWG
CUSTOMER:UNITED ELECTRIC POWER
PROJECT:
DESCRIPTION'LIPA REVENUE METERING CABINET
WIRING DIAGRAM 15 K V METERING ENCLOSURE CONSTRUCTION :OUTDOOR STAINLESS STEEL NEMA 3X
SYSTEM RATED :ISKV 3P 3W
MAIN BUS:600A NEUTRAL BUS:YES GRD BUS- YES
ENGINEER:CDT P.O.# P1316628
SALESPERSON SSLNYNJ S.O.# 190843E
APPROVALS:- DATE 7/12/2019 SHT#3 OF 4
LIGHT
L2 SWITCH L1 FU-1/2A L
C�r) >)
' MAR 4 2020 3 ' 3
G R D �- L LIGHT
N __
R
FU-2/20A L L
DUPLEX L
RECEPTACLE
120V
0 N N BY OTHERS
R N
GRD
HEATER
T-STAT
rHT
H1 FU-3/2A L
F®-�
®PARK
0 0
N 19197 SHERWOOD AVE.
DETROIT, MICHIGAN 48234-2880
THE INFORMATION SHOWN IN THIS DRAWING IS THE PROPERTY OF PARK
DETROIT.ANYONE ATTEMPTING TO USE,DUPLICATE,OR DISCLOSE IN ANY
MANNER TO ATHIRD PARTY WITHOUT THE PRIOR WRITTEN CONSENT FROM
PARK,WILL BE HELD LIABLE AND MAY FACE LEGAL ACTION.
FILE LOCATION:\NUMBER2019\190843E.DWG
CUSTOMER:UNITED ELECTRIC POWER
PROJECT:
DESCRIPTION.LIPA REVENUE METERING CABINET
CONSTRUCTION :OUTDOOR STAINLESS STEEL NEMA 3X
WIRING DIAGRAM 15 K V METERING ENCLOSURE
SYSTEM RATED 3P 3W
MAIN BUS:600A NEUTRAL BUS'YES I GRD BUS: YES
ENGINEER'CDT P.O.# P1316628
LESPERSON:SSLNYNJ S.O.# 190843E
APPROVALS:- I DATE 7/12/2019 SHT#3 OF 4
S
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lO15'-6" NEIN GALV STEEL BEA,SEE PLAN FORSIZEo 1�_Zn 396 TOP BARS
HELICAL SCREW PILE SCHEDULE
SYMBOL I QUANTITY I DESIGN CAPACITY MIN. LENGTH MIN. DIAM N To auoE
O5 15 KIPS MIN. 20(FT) 2875" EL=600' p35TIRRUPS@B"OC THIS DRAWING,PREPARED FOR
c
THE SPECIFIC PROJECT
11'111-CON[PIER IN DICATED,IS AN INSTRUM ENT OF
10f A W/(4)#6 VERT.BARS SERVICE.AND THE PROPERTY OF
&k3 TIES @1'-0"OC TDI A CONSULTING ENGINEER,PC
(TYP) 396BOTBARS B1 14FRINGBIENTORANYUSEOF
THIS PROJECT 15 PROHIBITED
REPRODUCTION OF THIS
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DOC UN'NTI ALSO PROHIBITED
FOUNDATION PLAN
SECTION A-A WNHOUTTHE WRITTEN CONSENT
"�� r
OFTHE ENGINEER,
NOTES
O EL W
PILE CAP SCALE 3J4"=1'-0" z
1 SEE SCHEDULE THIS DRAWING&GENERAL NOTES ON DRAWING-111,FOR HELICALSCREW PILE SPECIFICATIONS ELEL=30
2 BOTTOM OF PILE CAP&GRADE BEAI4 ELEVATION=3DO-UNLESS OTHERWISE NOTED ON PIAN AND DETAILz
c/) Q
3 SEE DRAWING 5-200 FOR GRADE BEAM SCHEDULE AND DETgILS, 2'-6"#'-6"x2'•0" Z LT..
4 'P-1'INDICATES CONCRETE PILE CAPS SEE TYPICAL DETAILS ON DRAWING S-200 PILE CAP ITYP) 645 BARS EACH WAY(TYP)
m CD
O Z
00 Cn
HSA SEESCHEDULE LL. O
EXISTING BUILDING Q Z
2'-6"
W W
CL 0
o `6
SECTION 1
o
Z
SCALE 3/4'- 1'-0' S-TDO
5_j00 ALIGN STEEL BEAM
NEW STEEL STAIR WITH EDGE OF UNIT
1,
4'-0"+ � W
STD DODETAIL ONN 1}"GALV GRATTING _W
X26 SEE TYP DETAIL �Z -
NEWGALV WT5K11BYO'-6"LONG
@ 4'-O"MAX FOR PLATFORM RAILING
AROUND THE PERIMETER BEAMS REVLS➢OdSr
0
0 DATE DESCRO T WN
TRANSFORMER
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W1 X16 i P
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NEW GALV STEEL BEAM
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GALV. GRATING i ;t
4 DATE BE MnON
(TYP.) 2 6" 4'-3" 4'_6"+ 4'_3, L� MAR 4 2020 dI
TRANSFORMER STEEL DUNNAGE FRAMING PLAN ,' - i 19-1613
SCALE.3j.= -0 ---•-� PROJECT Ha
NOTES DRAWN BY, AE
1 , TM INDICATES NEW STEEL DUNNAGE 1-1 CHECKED BY
SCALE i AS NOTED
OP OF NEW STEEL ELEVATION=r3'-0"_ABOVETO EXIST GRADE UNLESS OTHERWISE NOTED
DATE 1114/19
E SILOCATION ALLFRAMING FOR MECHANICAL EQUIPMENT SHALL BE COORDINATED WITH MECHANICAL
DRAWING Na
DRAWINGSNGS SEE TYPICAL DETAILS ON S-200
S-100
CJ Loi
GENERAL NOTES �m�
CODES AND STANDARDS GL ALL REI CEMENT rl N W
HEUCAL SCREW ANCHORS rFcAY PILL COI. TO BE HOOKED 180 W LU Y Z
1'-3' DEGREE o FAaH END W h C7
1. ALL WORK SHALL CONFORM 70 THE REWIREMENTS OF 1HE 2016 NY STATE UNIFORM CODE(NYSUC), 1 ALL HELICAL PILES SHALL BE MANUFACTURED BY AB CHANCE,OR APPROVED EQUAL o m ry W
2016 NY STATE UNIFORM CODE SI1PPlEMFNT(CIES COPES,REFERENCES AND AMENDMENTS 201fi NY
O.
STATE ENERGY CONSERVATION CONSTRUCTION CODE,2016 NY STATE ENERGY CONSERVATION 2 THE CONTRACTOR SHALL PROVIDE ALL REQUIRED SUPERVISION.LABOR MATERIALS,AND EQUIPMENT a-/5 BARS Z D W U N p
CONSTRUCTION CODE SUPPLEMENT AS REVISED AUGUST 2016(CITES CODES,REFERENCES,AMENDMENTS FOR THE INSTALLATION OF HELICAL PIERS AS INDICATED ON THE DRAWINGS RELATED WORK `;
W QOZ� @J
ER
D REQUIRED f:TiODS OF COMPLIANCE). TRE FOLLOWiNC ARE ADOPTED REFERENCES AS INCLUDES IXCAyATON,BACKFILL,TEMPORARY PROTECTION,AND SHORING.CONTRACTOR SHALL BE cL Z Y O b m J
AMENDED,2015 INTERNATIONAL RESIDENTIAL CINE(IRC)2N0 PRINTING(INCLUDES PLUMBING, RESPONSIBLE FOR LOCATING AND STACKING PILES PILL CAP&cat.
MECHANICAL FUEL GAS,ENERGY),2016 IN7ERNATONAL BUILDING CODE(IBC)3RD PRINTING.2015 3. HELICAL PILES SHALL BE A MINIMUM DIAMETER SPECIFIED ON DRAWING S-10D 7t U O m
INIIRNDo 0
ATONAL NEL CAS CODE(IFGC)3RD PRINTING,20,6 INTERNATIONAL MECHANICAL CODE 3RD
PRINTING,2 AL INTERNATIONAL PROPERTY MAINTENANCE CODE(IPMC)4TH PRINTING,2016 4 PILES SHALL BE HIGH STRENGTH STRUCTURAL STEEL TUBE MEETING THE REQUIREMENTS OF ASTM 2•_6. _�m
INTERNATIONAL F10STNC BUILDING CODE(IEBC)5TH PRINTING,2015 INTERNATIONAL ENERGY A460,GRADE SG 6 ES BARS
coNSERVAnON copE 2ND PwNnNc,ASHRAE 901 2013(JULY 2014 PRINTING) ---
5 ALL PILES SHALL HAVE A MINIMUM TOTAL INSTALLATION DEPTH SPECIFIED ON DRAWING S-100. crrTIDN A-A N O J><
2. WHERE MORE STRINGENT,THE LATEST EDITION OF THE FOLLOWING CODES SHALL APPLY TO WOK PRE GAP OEPTII-2'-a' O N F
6. INSTALLATION UNITS SHALL CONSIST OF A ROTARY TYPE TORQUE MOTOR WITH FORWARD AND
A DESIGN
FOR STRUCTURAL STEEL BUILDINGS-ALLOWABLE STRESS DESIGN AND PLASTIC REVERSE CAPABILITIES INSTALLATION UNITS SHALL BE CAPABLE OF DEVELOPING THE MINIMUM TYPICAL P-1 PILE CAP DETAIL
ALSODESIGN" TORQUE AS REQUIRED.
B. 'CODE OF STANDARD PRACTICE FOR STEELS S AND BRIDGES"LATEST EDITION,
G 'STRUCTURAL WflDINC CODE-STEEL',ANSI/AWS CIA. EACH HSA SHALL BE DESIGNED TO MEET THE SPECIFIED LOADS AND ACCEPTANCE CRITERIA AS SCALE:-1/2'-1-W
'STRUCTURAL DLI,BY THE AMERICAN WELDING SOtlE7Y. 7, SH004 ON THE DRAWINGS. i
GENERAL _
B. EACH HSA SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER EMPLOYED BY THE HELICAL SCREW
1. IF THERE IS A DISCREPANCY ON THE CONSTRUCTION DOCUMENTS,THE ARCHITECT/ENCINETA SHALL MANUFACTURER c SUPPORT C SUPPORT
BE NOTIFIED IWMEDIAIELY 50 THAT IT MAY BE RESOLVED. UNLESS OTHERWISE NOTED,THE MORE g, CONTRACTOR SHALL VERIFY LOCATION OF ALL D05TINC PILES,PILE CAM AND
CONSERVATIVE INTERPRETATION OF THE CONSTRUCTION DOCUMENTS SHALL APPLY. /OR GRADE BEAMS
A7 OR ADJACENT TO NEW CONSTRUCTION.
2 THE CONTRACTOR SHALL AI RESPONSIBLE FOR ADEQUATELY SE,BRACING AND PROTECTING ALLWENpR. 10. THE HEUCAL LEAD SECTIONS AND EXTENSION SECTIONS SHALL BE ROUND STEEL PIPE SHAFT,OR CONTINUOUS TOP ,
DURING CONSTRUCTION AGAINST DAMAGE,BREAKAGE,COLLAPSE,DISTORTION,AND O STRUCTIONL COMPOSITE STEEL AND GROUT SHAFT CONFIGURED WITH ONE OR MORE HELICAL BEARING PLATES RDNFORCING
THE CONTRACTOR SHALL BE FULLY R1OiPONSIBLE FOR"MEANS AND METHODS OF coNsTRucnoN WELDED TO THE SHAFT.
3. ALL EXISTING CONDITIONS SHALL BE CHECKED AND VERIFIED IN THE FIELD BEFORE WORK IS BEGUN. 1 1/Y 2'-b'(LAIN)LAP
ANY OBSTRUCTION ENCOUNTERED DURING EXCAVATION.DEMOLITION,OR CONSTRUCTION SHALL BE 11. ALL PIERS MUST BE CORROSION PROTECTED BY HOT DIP GALVANIZATION. SEAL,
REPORTED TO THE ARCHITECT/ENGINEER IMMEDIATELY 50 THAT CORRECTIVE MEASURES OR 12. THE CONTRACTOR SHALL PREPARE AND SUBMIT FOR REVIEW AND APPROVAL SHOP DRAWINGS AND
AOJUSTMEN75 CAN BE MADE SPECIFICATIONS FOR THE HELICAL PILES AT LEAST 14 DAYS PRIOR TO THE START OF WORK THE
4 PRIOR TO CONSTRUCTION.THE CONTRACTOR SHALL VERIFY ALL STRUCTURAL ELEVATIONS AND SHOP DRAWING SHALL INCLUDE THE FOLLOWING: _
DIMENs WITH EXISTING CONDITIONS AND WITH OTHER PROJECT DRAWINGS. ANY DEVIATIONS
SHALL9oNBE BROUGHT TD THE ARQi17ECT/ENGINEER'S ATTENTIONA MANUFACTURER'S PRODUCT DATA AND INSTALLATION INSTRUCTIONS,B. HELICAL PILE IDENTIFICATON NUMBER&DESIGNATION.
5. CONTRACTOR SHALL COORDINATE STRUCTURAL DRAWINGS WITH ARCHITECTURAL MECHANICAL& G MAXIMUM ALLOWABLE MECHANICAL COMPRESSION,TENSILE AND BENDING STRENGTH OF THE
ELECTRICAL DRAWINGS HELICAL PILES
D. NUMBER OF PILES 2-TYPICAL •-D•
6 OPENINGS IN WALLS,ROOF,ETC SHALL BE COORDINATED,SIZED,FURNISHED,AND INSTALLED PER E PLANNED INSTALLATION DEPTH AND NUMBER OF LEAD AND EXTENSION SECTIONS. F0.0N FACE
MECHANICAL ELECTRICAL,ORSTRUCTURAL
AND PLUMBING REQUIREMENTS,EVEN IF NOT SHOWN AS SUCH ON F. PRELIMINARY HELICAL CONFIGURATION(NUMBER AND DIAMETER OF HELICAL BEARING PLATES} OF SUPPORT
ARCHITECTURAL OR STRUCTURAL DRAWINGS G THE MANUFACTURERS RECOMMENDED CAPACITY TO INSTALLATION TORQUE RATIO 6•MW. eoT1oU RE1NFo6aNc BOTTOM RDNFORaNc
H MINIMUM FINAL INSTALLATION TORQUE.
CONCRETE I. CORROSION PROTECTION COATING ON HELICAL PILES AND BRACKET ASSEMBLIES
THIS DRAWING,PREPARED FOR
THE CONTRACTORS PILE DESIGN PROFESSIONAL SHALL SHALL SUBMIT TO THE ENGINEER DESIGN STIRRUPS TYPICAL THESPECIFICPROJECT
FOR BUILDINGS AND AD-301 BUILDING CODE REQUIREMENTS
REMENTS
ALL CONCRETE WORK SHALL CONFORM TO ACI SPECIFICATIONS CALCULATIONS FOR THE HELICAL PILES AND BRACKETS INTENDED FOR USE ON THE PROJECT AT sloT eFAld SOHEOULE INDICATED,ISAN INSTRUMENTOF
S F FROR R REINFORCED CONCRETE FOR STRUCTURAL CONCRETE 13. LEAST 14 DAYS PRIOR TO THE START OF WORK.ALL CALCULATIONS SHALL BE SIGNED AND SEALED SERVICE,ANDTHE PROPERTY OF
2. ALL CONCRETE SHALL BE 4000 P.S.I.CONTROLLED STONE OR GRAVEL CONCRETE,AIR ENTRAINED BY A NYS PROFESSIONAL ENGINEER.THE SHOP DRAWINGS SHALL INCLUDE THE FOLLOWING:
WHERE EXPOSED. L u TOM CONSULTING ENGINEER,PC
FND SPAN WTFFIOR SPAR INFRINGEMENTORANYUSEOF
A CONSIDERATIONS INSTAL FOR BUCKLING AND EXPANSIVE SOILS THIS PROJECT IS PROHIBITED
3. REINFORCING STEEL SHALL CONFORM TO A51}A A-616,GRADE 60,EXCEPT STIRRUPS AND TES B MINIMUM RING AND
PULLOUT
DEPTH TO REACH BEARING STRATUM ANYALTERATION,OR
WHICH MAY BE GRADE 4Q G SOIL BEARING AND PULLOUT CAPACITY. REPRODUCTION OFTHIS
D LATERAL RESISTANCE OF THE SHAFT, TYPICAL CONCRETE BEAM REINFORCING DETAIL DOCUMENT ISALSO PROHIBITED
4, SPLICING OF REINFORCEMENT IS PERMITTED ONLY AT LOCATIONS SHOW ON THE CONTRACT E. ESTIMATED PILE HEAD MOVEMENT AT DESIGN LOADS IVITFIOUTTHElYRI7TEN CONSENT
DRAWINGS OR AS ACCEPTED BY THE ENGINEER UNLESS OTHERV,SE NOTED,REINFORCING STEEL SCALL.Nis OFTHEENGINEER
SHALL BE SPLICED TO DEVELOP ITS FULL TENSILE CAPACITY IN AACCORDANCE WITH AD 318 14. UPON COMPLETION OF THE HELICAL PILE INSTALLATION,THE CONTRACTOR SHALL SUBMIT TO THE
5 MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE AS GIVEN IN PARAGRAPH 7.7.1 OF ACI ENGINEER THE FOLLOWING CLOSE OUT ITEMS
318.UNLESS OTHERWISE NOTED, A CERTIFIED TEST REPORTS,INCLUDING RESULTS OF PILE LOAD TEST(WHERE REQUIRED) Wz
B. MANUFACTURER'S CERTIFICATION THAT PRODUCTS MEET OR EXCEED REQUIREMENTS, z
6, DETAILING OF REINFORCING STEEL SHALL CONFORM TO MANUAL OF STANDARD PRACTICE FOR C. INSTALLER'S FIELD REPORTS RECORDING THE FOLLOWING: CONCRETE BEAM SCHEDULE _I
DETAILING REINFORCED CONCRETE STIRUL'TURES'(Atl 315) 1. IPE,SIZE AND ACTUAL LOCATIONS OF HSA
2 FINAL INSTALLED DEPTH OF HSA. D(TEND TOP BARS Z
7. PROVIDE PROPER HIGH CHAIRS SPACERS AND SUPPORTS 7O HOLD REINFORCING SECURELY IN 3 TORQUE INSTMONITORING
RECORDS ON ALL HSA WHERE POSSIB Rd1 B'B•SADD'L B�coNT �bM'sADD'L W
PLACE WHILE PLACING CONCRETE BAR SUPPORTS SHALL BE ALL GALVANIZED IAETpL WITH PLASTIC 4 TORQUE MONITORING CALIBRATION DATA PP MM m Q
2
TPS __m
16. PILES SHALL BE DESIGNED p5 SOL
WITH A DEPTH OF FIXITY(LATERAL SUPPORT)OF 6'-0'IN L -..` _ •i•y •=-1 r C� r- O J
B. CONSTT�R2UCTION JOINTS WHEN REQUIRED,ARE SUBJECT TO THE REgUIREMENTS OF THE CONTRACT FIRM SOIL OR 10'-0"IN SOFT 505.. •t it J .I Q
DOCUMENTS AND SHALL BE C CONFORMANCE WITH AGO 31B ORA NGS SHOWING LOCATION AND IIIIT�III `�_i li^
DETAILS OF THE PROPOSED CONSTRUCTION JOINTS SHALL BE SUBTIAAITfm WITH REINFORCING STEEL. OFLOLITON NDTFc• f�J�l. ??i, 7T �� -1 l _..^O i I U
SHOP DRAVANGS 1X0 4
1. ALL NECESSARY AND REQUIRED SHORING,NEEDLES,JACKS,TEMPORARY BEAMS,BRACING AND ,S f tj-1V1 ( �- ~-^Y C!): �..
9 CALCIUM CHLORIDE SHALL NOT BE USED IN CONCRETE MIXES. OTHER SUPPORTS SHALL BE PROVIDED AND INSTALLED TO SUPPORT EXISTING CONSTRUG71ON TO
1D COLD REMAIN WHILE REMOVING ITEMS TO BE DEMOLISHED.THE CONTRACTOR SHALL RETAIN HIS OWE( I ! Q i
WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI-306 PROFESSIONAL ENGINEER TO DESIGN SHORING AND BRACING. THE CONTRACTOR SHALL BELDcAm /�
RESPONSIBLE FOR FILING ALL FORMS AND OBTAINING ALL PERMITS REQUIRED. ITEM•�• �L MAR 4 �Q2a W
Borm BARS W
Sts' RAI cTErl 2 THE CONTRACTOR SHALL ENGAGE A PROFESSIONAL ENGINEER LICENSED BY THE STATE OF NEV
YORK TO PREPARE AND SUBMIT SHORING PLANS AND DETAILS IN THE FORM OF SHOP DRAWINGS O
1. THE DESIGN,FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS AND STRUCTURES FOR REVIEW AND ACCEPTANCE BY THE STRUCTURAL ENGINEER PRIOR TO COMMENCEMENT OF ANY ITEM*A' IT1A'B' RFM'C' ITEM SHALL E FI ATI O FOR
WITH RA ST 22 OF THE 2016 INTERNATIONAL BUILDING CODE AND WORK.
AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS ALLOWABLE STRESS DESIGN(AISC-ASD). O+ Z
2. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING MINIMUM YIELD 51RFNCn15 AND CONTRACTOR AND LICENSED BY THE STATE OF NEW YORK.
3. ALL SHORING OPERATIONS SHALL BE INSPECTED BY A PROFESSIONAL ENGINEER ENGAGED BY THE BEAM SIZE BOTTOM TOP BARS TIES 8 6IIRRUP6
ALL INSPECTION REPORTS SHALL BE MARK BARS SPAONG NOTES �, �e sZ )
SPECIFICATIONS.UNLESS OTHERWISE NOTED, SUBMITTED TO TRE ARCHITECT AND STRUCTURAL ENDNEER W 0 LEFT CANT. RIGHT S� TYPE .. 1
FAQ END W
A STRUCTURAL STEEL SHAPES 1}_ELQ ASTM SPEC 4 THE CONTRACTOR SHALL NOT LOAD OR PERMIT ANY PART OF THE ET°S11H0 BUILDING TO BE GBI 14' 16• 30 3E6 g3 ❑ ice'BALCB' powd L,1:r . � f Z
60 KSI A-992 LOADED,WITH ANY DElA0LTI0N DEBRIS,MATERIALS OR EQUIPMENT THAT AY ENDANGER ITS W
B. PLATER&BOLTS:
CONNECTION MATERIAL: 36 KS,I A-36 SAFETY. - w
G ANCHOR BOLTS: 36 KSL F-1554 6 THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS _W
3 ALL BOLTED CONNECTIONS SHALL CONFORM TO THE REQUIREMENTS OF THE'SPECIFICATION FOR THROUGH DEMOLITION AND CONSTRUCTION.
STRUCTURAL JOINTS USING ASTM A-326 OR A-490 BOLTS. 6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS IN THE FIELD ANY E" z
4 ALL BOLTS SHALL BE 3/4"DIA(MIN.)UNLESS OTHERWISE NOTED ON THE PLANS AND DETAILS DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE f NOTES
ALL BOLTED CONNECTIONS SHALL CONSIST OF A MINIMUM OF TWO 3/4'DIAMETER BOLTS COMMENCEMENT OF WORK i
I"MIN V,MIN f„) 1 REFER TO AISC•MANUAL OF STEEL CONSTRUCTION(SECTION I) REMM
S ALL WELDING SHALL BE IND11. ACCORDANCE WITH RISC AND AWS CODE FOR WELDING IN BUILDING 7• DURING CONsmucnON AGAINST DAMAGE Iia cE ucoLigPs BRACING AND
RnNOC"A(II;NMENT. ARI 2 Mg7ERIALLREDUCE THIS CAPACITY PROPORTIONALLY FORA LESSER WEB THICKNESS Y DATE DESCRIPTION
CONSTRUCTION,AWS 07.1,AND MUST BE PERFORMED BY CERTIFIED WELDERS,ELECTRODES SHALL SUPPORTING MEMBER BE E70 SERIES. �1 3 FOR COPED BEAM CONNECTIONS,THE CAPACITY OFTHE NET SHEAR AREA OF THE WEB
B. ALL DISTURBED AREAS SHALL BE PATCHED TO MATCH EXISTING ADJACENT FINISHES DBL+;"L� SH ALL BEVERIFIED BYTHE FABRICATOR
S. THE FABRICATOR SHALL BE RESPONSIBLE FOR THE DESIGN AND ADEQUACY OF ALL CONNECTIONS 9�Irvry 4 THE CAPACITY OFTHECONNECTIONSHALL RETIRE LESSERVALUE OFTHEALLOWABLE
THAT ARE NOT FULLY DETAILED ON THE CONTRACT DRAWINGS METAL GRATND BOLT CAPACITY,ALLOWABLE WELD CAPACITY,SUPPORTING PLATE CAPACITY ORTHE
7. ALL INTERIOR,NON-EXPOSED STEEL SHALL RECEIVE A SHOP COAT OF APPROVED PAINT EXCEPT 1. MATERIAL SHALL BE STEEL WITH GALVANIZED FINISH ALLOWABLE WORKING STRESS SHALL BE •ffi WEBNET SHEAR CAPACITY
SURFACES TD BE WELDED,HIGH STRENGTH BOLTED OR SPRAY FIREPROOFED.FOR FIELD COAT,SEE 18,000 PSI w 5 THE STANDARD,MAX&MIN NUMBER OF ROWS OF BOLTS SHALL BE AS FOLLOWS
SPECS
Ow
Z. CROSS BARS SHALL BE PLACED TOP FLUSH WITH MAIN BARS AND SPACED AT 4'0 F MAXIMUM STAND ROWS MIN ROWS MAX ROWS
0
S UNLESS OTHERWISE NOTED ON PLAN,ALL EXTERIOR EXPOSED STRUCTURAL STEEL(INCLUDING 3. MAIN BARS AND CROSS BARS SHALL BE SLOTTED AT THEIR IFtRITFRSECTONS 50 AS NOT TO We-W10 2ROW5 2ROW5 2ROW5
LINTELS)SHALL BE GALVANIZED REMOVE EXCESSIVE MATERIAL FROM THE LOAD SUSTAINING MEMBERS MAIN BARS TO BE MINIMUMWEB
9. DETAILED FABRICATION SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL FABRICATION SMALL DOVETAIL'SLOTTED AND HAVE THEIR SLOTS SOLIDLY FILLED BY THE CROSS BARS Yy�-THICKNESS W12 3ROW5 2ROWS 3ROW5
NOT PROCEED UNTIL SHOP DRAWINGS ARE APPROVED, - (SEENOTE2)
4. PROVIDE POSITIVE CONNECTIONS AT GRATING EDGES USING GALVANIZED SADDLE CUPS SECURED W14 3ROW5 3ROWS 3ROWS
10 ALL STRUCTURAL STEEL BEAMS SHALL BE SPRAY-FIREPROOFED FOR THE REQUIRED RATING UNLESS BY SELF DRILLED STAINLESS STEEL SCREWS MINIMUM FOUR CONNECTIONS TO FACH PANEL OF PE PE 4ROW5 3ROW5 4ROW5
GRATING E70XX FABRICATOR y w W36 _ ISM,
OTHERWISE NOTED.THE CONTRACTOR SHALL SUBMIT UNDERWRITERS TEST DATA INOICATNG THAT 4ROW5 3ROW5 SROWS
SPRAY ON FIREPROOFING PROVIDES THE REQUIRED RATING. 5 No PIPES,FANS HEAVY DUCTS OR OTHER HEAVY LOADS CAN BE HUNG FROM THE GRATING =z W38 B DATE
➢ETaeo'TI@H
DESIGN DAD PROVIDE SECONDARY FRAMING AND SUPPORT FROM STRUCTURAL BEAMS AND GIRDERS
PER FABRICATOR E,w W21 5ROWS 4ROWS 6ROWS 1
1 DESIGN LOADS SHALL BE IN ACCORDANCE WITH THE 2015 INTERNATIONAL BUILDING CODE,LATEST SUBMITTALc W24 6ROWS 4ROWS 7ROWS
EDITION AS WELL AS ASCE 7-10,'MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER 1. PRIOR 70 PROCEEDING WITH THE WORK,CONTRACTOR SHALL SUBMIT THE FOLLOWING TO THE ENGINEER
STRUCTURES". FOR REVIEW: ALLOWABLE BOLT W27 7ROWS 5ROWS 7ROWS
CAPACITY(KIPS) ALLOWABLEWELD
2 MINIMUM DESIGN LOADS SHALL BE AS FOLLOWS _ A MIX DESIGNS FOR ALL GRADES OF CONCRETE INCLUDING CERTIFIED TEST DATA ON STRENGTH OF SAMPLE DA326 BOLTS CAPACITY(KIPS) W30 BROWS 5ROWS BROWS
A. LIVE LOADS BATCHES' "N' L(INCHES) IDOUBLE SHEAR. ()'FILLETWELD) W33 9ROW5 6ROW5 9ROW5
B. PLACING AND SHOP DR,pyANGS FOR ALL REINFORCING STEEL
ELEVATED PLATFORM 60 PSI" G ERECTION AND SHOP DRAWNGS FOR ALL STRUCTURAL STEEL 2 5 37 49 W36&GREATER IO ROWS fiROWS 10 ROWS
B. DEAD LOADS 2 REVIEW OF SHOP DRAWINGS BY THE ENGINEER IS ONLY FOR GIBHERAL COMPLIANCE WITH DESIGN INTENT. 3 8)5• 56 74 PROJECT RM 19.1613
REVIEW OF THE DRAWINGS DOES NOT REUEVc THE CONTRACTOR OF COMPLETING THE VRIK IN 4 llT4" 74 97 DRAWN BY
TRANSFORMER 40W Lgg ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS CONTRACTOR WILL ALLOW A LAINIMUM OF 10 5 14yi` 93 118 6 CONNECTIONS TO HSS COLUMNS SHALL BE SINGLE PLATE(SHEAR TAB)OR THRU-PLATE AE
WORKING DAYS FOR REVIEW OF ALL SUBMITTALS FOLLOWING RECEIPT BY ENGINEER. 6 IT%' 111 139 TYPE SEEAISC MANUAL FOR TYPICAL DETAILS AND CONNECTION CAPACITIES CHECKED BY
G SNOW LOADS 7 20Yy 130 ISR TM
3. SUBMIT THE FOLLOWING TO THE ENGINEER FOR RECORD PURPOSES, 7 TYP SKEWEDC DBOTHION SIDES
CONNLENGTH NG AR DIM 314.0 A3)1YITH
GROUND SNOW LOAD Pg-20 a 23'/i• 148 178 1/9'FILLETWELDBECTION SHA LBEPE FORMED BY THE FB RICAT BOLTS SCALE, AS NOTED
OCCUPANCY CATEGORY IV pd A RESULTS OF CONCRETE SPECIMEN COMPRESSIVE STRENGTH TEST,SUBMIT THIN 48 HOURS OF 1E57IN0. 8 FINALSHEARCOE ANGLE CONNECTION
DESIGN ON FOR TYPICAL
BY BEAM OR BEAMT
IMPORTANCE FACTOR Is tLl WI 9 26yy 167 198 9 PROVIDE DOUBLE ANGLE CONNECTION FORTYPICAL BEAM TO BEAM OR BEAM TO COLUMN DATE, 17/4!19
EXPOSURE FACTOR 1.0 1a 29%' 186 213 CONNECTIONS WITH STANDARD NUMBERS OF 3/4"0 BOLTS BRAVING NO.,
THERMAL FACTOR 1.0
FLAT ROOF SNOW LOAD 30 psr(.In)
(pr 0'1•0'1•0'20) 14 pDr
(pf-20=20.1.0TYPICAL DOUBLE ANGLE SHEAR CONNECTION FOR BM/BM OR BM/COL 5-200
1.) 20 p0
SCALE NTS
Glenn Goldsmith esident o�OSC Town Hall Annex
Michael J. Domino, Vic:c—President �'y� 54375 Route 25
John M. Bredemeyer III P.O. Box 1179 _
A. Nicholas Krupski o Southold, NY 11971
Greg Williams y,�ol �a�� Telephone
765-6641192
Fax (63
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
q J
Date/Time: /��� Completed in field by: P, Vfo(
James Doherty on behalf of ROBINS ISLAND HOLDINGS LLC requests an Administrative Permit to
construct cabinet to enclose electric meter, 104" tall x 68" wide x 60" deep on top of a concrete
foundation. Located: 380 First Street, New Suffolk. SCTM#: 1000-117-8-19.1
CH. 275-3 - SETBACKS
WETLAND BOUNDARY: Actual Footage or OK=� Setback Waiver Required
1. Residence: 100 feet
2. Driveway: 50 feet
3. Sanitary Leaching Pool (cesspool): 100 feet
4. Septic Tank: 75 feet
5. Swimming Pool and related structures: 50 feet
6. Landscaping or gardening: 50 feet
7. Placement of C&D material: 100 feet
TOP OF BLUFF: -
1. Residence: 100 feet
2. Driveway: 100 feet
3. Sanitary leaching pool (cesspool) 100 feet:
4. Swimming pool and related structures: 100 feet
Public Notice of Hearing Card Posted: Y / N
Ch. 275 ✓ Ch. 111 SEQRA Type: 1 II Unlisted Action
Type of Application: Pre-Submission Administrative Amendment Wetland
Coastal Erosion Emergency Violation Non-Jurisdiction
Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line
Additional information/suggested modifications/conditions/need for outside
review/consultant/application completeness/comments/standards:
M JSf vyk 5c.(eer jt� w j�L*k e",-j red` GQd of �rQt� P,
61,2 2�
I have read & acknowledged the foregoing Trustees comments:
Agent/Owner:
Present were: J. Bredemeyer M. Domino G. Goldsmith N. Krupski
G. Williams Other
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NOTICE COUNTY OF SUFFOLI< @ K SOUTHOLD SECTION NO
Real Property Tax Service Agency y
rv,,., , , 117
———————————---
op—
OFFICE LOCATION: ��if S®Ur�® MAILING ADDRESS:
Town Hall Annex l® P.O.Box 1179
54375 State Route 25 Southold, NY 11971
(cor.Main Rd. &Youngs Ave.)
Southold,NY 11971 ® ® Telephone: 631765-1938
lyenu ,� �
LOCAL WATERFRONT REVITALIZATION PROGRAM
TOWN OF SOUTHOLD
MEMORANDUM
To: Glenn Goldsmith, President
Town of Southold Board of Trustees
From: Mark Terry, AICP
LWRP Coordinator
Date: July 7, 2020
Re: LWRP Coastal Consistency Review of ROBINS ISLAND HOLDINGS LLC
SCTM# 1000-117-8-19.1
ROBINS ISLAND HOLDINGS LLC requests an Administrative Permit to construct cabinet to
enclose electric meter, 104" tall x 68" wide x 60" deep on top of a concrete foundation. Located:
380 First Street, New Suffolk. SCTM#: 1000-117-8-19.1
The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the
Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy
Standards. Based upon the information provided on the LWRP Consistency Assessment Form
submitted to this department, as well as the records available to me, it is my recommendation,that ,
the proposed action is EXEMPT from LWRP review pursuant to:
§ 268-3. Definitions. MINOR ACTIONS items "B"which states:
B. Replacement, rehabilitation or reconstruction of a structure or facility, in kind, on the same
site (inplace), including upgrading buildings to meet building or fire codes, except for structures
in areas designated by the Coastal Erosion Hazard Area (CEHA) law where structures may not
be replaced, rehabilitated or reconstructed without a permit and shoreline erosion control
structures (including, but not limited to, groins,jetties, bulkheads, filled piers) located within
Great Peconic Bay, Cutchogue Harbor, Little Peconic Bay, Hog Neck Bay, Noyack Bay,
Southold Bay, Shelter Island Sound, Pipes Cove, Orient Harbor, Gardiners Bay, Long Island
Sound, Fishers Island Sound and Block Island Sound (excluding all creeks);
Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its
written determination regarding the consistency of the proposed action.
Cc: Damon Hagan, Assistant Town Attorney
Glenn Goldsmith,President Town Hall Annex
Michael J.Domino,Vice-President 54375 Route 25
P.O.Box 1179
John M.Bredemeyer III Southold,Now York 11971
A.Nicholas KrupsId
Telephone(631)765-1892
Greg Williams ®� Fax(631)765-6641
COD
]BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
This Section For Office Use
J
Coastal Erosion Permit Application
Wetland d Permit Application
e
-7�Administrative Permit MAR 4 2020
--/-Amendment/Transfer/Extension
tReceived Application: 3,'t•20
Received Fee:$ 10.00
-Completed Application:
Incomplete:
SEQRA Classification: Type I_ Type H Unlisted Negative Dec. Positive Dec.
Lead Agency Determination Date:
�Coordination:(date sent): 5.20
LWRP Consistency Assessment Form Sent
/CAC Referral Sent:
—7-Date of Inspection: 2.0
Receipt of CAC Report:
Technical Review:
--�Public Hearing Held: *19120
Resolution:
Owner(s)Legal Name of Property(as shown on Deed): e ih itl 11
>41
Mailing Address: R 9, 1 roe
Phone Number: q17 02�Z
Suffolk County Tax Map Number: 1000-
Property Location: SciAt,91k -"t1fZ 11 qj-4
(If necessary,provide LILCO Pole#, distance to cross streets, and location)
AGENT(If applicable): "'63 ). X73 7
Mailing Address: 60ro -e_ 3-/L
Phone Number: 631-
Board of Trustees Application
GENERAL DATA
Land Area(in square feet):
Area Zoning:
Previous use of property:
Intended use of property:
Covenants and Restrictions on property? Yes No
If"Yes",please provide a copy.
Will this project require a Building Permit-as per Town Code? Yes INo
If"Yes",be advised this application will be reviewed by the Building Dept.prior to a Board of Trustee review
and Elevation Plans will be required.
Does this project require a variance from the Zoning Board of Appeals? 'Yes V No
If"Yes",please,provide copy of decision.
Will this project re% any demolition as per Town Code or as determined by the Building Dept.?
Yes No.
Does the structure(s) on property have a valid Certificate of Occupancy? Yes No
Prior permits/approvals for site improvements:
Agency Date
No prior permits/approvals for site improvements.
Has any permit/approval ever been revoked or suspended by a governmental agency? VNo Yes
If yes,provide explanation:
Project Description(use attachments if necessary): a la
a
10q I-X Lfy X 60b
n:-Y
Boazd of Trustees Application
WETLAND/TRUSTEE LANDS APPLICATI®N DATA
Purpose of the proposed operations: ,rte 4!q 41 g+
Area of wetlands on lot: square feet
Percent coverage of lot: %
Closest distance between nearest existing structure and upland edge of wetlands: feet
Closest distance between nearest proposed structure and upland edge of wetlands: feet
Does the project involve excavation or filling? No Yes
If yes, how much material will be excavated? 0 cubic yards
How much material will be filled? cubic yards
Depth of which material will be removed or deposited: feet
Proposed slope throughout the area of operations:
Manner in which material will be removed or deposited:Mi Q�e-sb q U-01 46 e
C*6n creje Aea+moi o !!�e s eJ- e,,Qg ra J:ee,,J
Statement of the effect, if any,on the wetlands and tidal waters of the town that may result by
reason of such proposed operations (use attachments if appropriate):
-�-o ec" C C 0 M n CAM i- . ��t '�]Lt.-!r= C
61 Z20
Appendix E
,Short Environmental Assessment Forma
.Instructions for Comuletin�
Part 1-Project Information. The applicant or project sponsor is responsible for the completion of Park 1. Responses
become part of the application for approval or funding,are subject to public review,and may be subject to further verification.
Complete Part l based on information currently available. If additional research or investigation would be needed to fully
respond to any item,please answer as thoroughly as possible based on current information.
Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful
to the lead agency;attach additional pages as necessary to supplement any item.
Park 1-Project and Sponsor Information
Name of Action or Project:
-3go/9—"' /ey c�
Project Location(describe,and attach a location map):
Brief Description of Proposed Action:
Name of Applicant or Sponsor: C"6,0A M cI cQ er Telephone: 631 — e/7&— C1 1137
E-Mail:
14- -
9 C ern M ea"Cl
Address: If
(5& A-v c-
City/PO: State: Zip Code:
(Dh V _ /VV I /G 7M
1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES
administrative rule,or regulation?
If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that
may be affected in the municipality and proceed to Part 2. If no,continue to question 2.
2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES
If Yes,list agency(s)name and permit or approval: oe
�'�c=�`dp GCtI ��r►,< , dgsj_-- �3�a^rib c,l ` de;�Z ,- (o�����7�P•
3.a.Total acreage of the site of the proposed action? acres E ��
b.Total acreage to be physically disturbed? acres
c.Total acreage(project site and any contiguous properties)owned
or controlled by the applicant or project sponsor? acres
4. Check all land uses that occur on,adjoining and near the proposed action.
Urban ❑Rural(non-agriculture) ❑Industrial ❑Commercialesidential(suburban)
❑Forest ❑Agriculture ❑Aquatic ❑Other(specify):
❑Parkland
Page 1 of 4
5. Is the proposed action, NO YES N/A
a.A permitted use under the zoning regulations? ❑ ❑
b.Consistent with the adopted comprehensive plan? ❑ LZ
6. is the proposed action consistent with the predominant character of the existing built or natural NO YES
landscape? 0
7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES
If Yes,identify: ❑ ❑
8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO 1 YES
EL
b.Are public transportation service(s)available at or near the site of the proposed action? ❑
c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? ❑
9.Does the proposed action meet or exceed the state energy code requirements? NO YES
If the proposed action will exceed requirements,describe design features and technologies:
10. Will the proposed action connect to an existing public/private water supply? NO YES
If No,describe method for providing potable water: . _ �� ❑ ❑
11.Will the proposed action connect to existing wastewater utilities? A'- NO YES
If No,describe method for providing wastewater treatment: n� ❑ ❑
12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES
Places? ❑ ❑
b.Is the proposed action located in an archeological sensitive area? ❑
13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES
wetlands or other waterbodies regulated by a federal,state or local agency? El
b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? ® ❑
If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres:
14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply:
®Shoreline ❑Forest ®Agricultural/grasslands ®Early mid-successional
® Wetland ❑Urban ❑'Suburban
15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES
by the State or Federal government as threatened or endangered? ❑ ❑
16.Is the project site located in the 100 year flood plain? NO YES
17.Will the proposed action create storm water discharge,either from point or non-point sources? NO I YES
If Yes,
a.Will storm water discharges flow to adjacent properties? ❑NO ®YES ❑ ❑
b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)?
If Yes,briefly describe: ®NO ®YES
Page 2 of 4
18.Does the proposed action include construction or other activities that result in the impoundment of NO YES
water or other liquids(e.g.retention pond,waste lagoon,dam)?
If Yes,explain purpose and size: ❑
19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES
solid waste management facility?
if Yes,describe:
20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES
completed)for hazardous waste?
If Yes,describe: El
1 AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY
KNOWLEDGE, J %
Applicant/sponsor name: Dater Z-a-
Signature:
Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following
questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or
otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my
responses been reasonable considering the scale and context of the proposed action?"
No,or Moderate
small to large
impact impact
may may
occur occur
I. Will the proposed action create a material conflict with an adopted land use plan or zoning ❑ ❑
regulations?
2. Will the proposed action result in a change in the use or intensity of use of land? EJ
3. Will the proposed action impair the character or quality of the existing community? (l
4. Will the proposed action have an impact on the environmental characteristics that caused the lI___!
establishment of a Critical Environmental Area(CEA)?
S. Will the proposed action result in an adverse change in the existing level of traffic or ❑ ❑
affect existing infrastructure for mass transit,biking or walkway?
6. Will the proposed action cause an increase in the use of energy and it fails to incorporate ❑
reasonably available energy conservation or renewable energy opportunities? EJ
7. Will the proposed action impact existing: �__I
a.public/private water supplies? I�J
b.public/private wastewater treatment utilities? F
S. Will the proposed action impair the character or quality of important historic,archaeological,
architectural or aesthetic resources?
9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, ❑ Q
waterbodies,groundwater,air quality,flora and fauna)?
Page 3 of 4
No,or Moderate
small to large
impact impact
may may
occur occur
10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage F]problems?
11. Will the proposed action create a hazard to environmental resources or human health? 1:1 1 D
Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every
question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular
element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3.
Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by
the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact
may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring,
duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and
cumulative impacts.
Check this box if you have determined,based on the information and analysis above,and any supporting documentation,
that the proposed action may result in one or more potentially large or significant adverse impacts andian
environmental impact statement is required.
Check this box if you have determined,based on the information and analysis above,and any supporting documentation,
that the proposed action will not result in any significant adverse environmental impacts.
Town of Southold-Board of Trustees
Name of Lead Agency Date
President
Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer
Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer)
PRINT Page 4 of 4
Board of Trustees Application
AFFIDAVIT
BEING DULY SWORN
DEPOSES AND AFFIRMS T T HE/SHE IS THE APPLICANT FOR THE ABOVE
DESCRIBED PERMIT(S)AND THAT ALL STATEMENTS CONTAINED HEREIN
ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT
ALL WORD WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION
AND AS MAY BE APPROVED BY THE SOUTHOLD'TOWN BOARD OF TRUSTEES,
THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE
BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES
AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S),IF
GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE
TRUSTEES,THEIR AGENT(S)OR REPRESENTATIVES,INCLUDING THE
CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO
INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION,
INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF
TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE
COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL
EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM
OF THE PERMIT.
Signature'2-40'wner Signature of Property Owner
SWORN TO BEFORE ME THIS aDAY OF
20
Polary Public
OMY
Official SealCHERYL ROMERONotary PublicState of New Me -c Comm.Expires 3 Z
APP]LICANUAGENURE-PRESENUTIVE
TRANSACTIONAL DISCLOSURE,FORM
The Town of Southald's Code of Ethics prohibits canfiicts ofinterest on the part of town officers and employees The nuroose of
this form 4s to-provide information which can alert the town of possible conflicts of interest and allow it to take what6ver actift ig
necesary to avoid same.
YOUR NAME:
(Last name,fir ame,jtidle initial,unless you a&applying in the name of
someone else or other entity,such as a company.If so,indicate the other
person's or company's name.)
NAME OF APPLICATION: (Check all that apply.)
Tax grievance Building
Variance Trustee
Change ofZone Coastal Erosion
Approval of plat Mooring
Exemption from plat or official map Planning
Other
(If"Other",narpe the activity.)
Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee
of the Town of Southold? "Relationship"includes by blood,marriage,or business interest"Business interest"means a business,
including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation
in which the town officer or employee owns more than 5%of a shares.
YES NO
If you answered'YES",complete the balance of this form and date and sign where,indicated.
Name of person employed by the Town of Southold
Title or position of that person
Describe the relationship between yourself(the applicantfagenVrepresentative)and the town officer or employee.Either check
the appropriate line A)through D)and/or desc4be in the space provided.
The town officer or employee or his or her spouse,sibling,parent or child is(check all that apply):
A)the owner of greater than 5%of the shares of the corporate stock of the applicant
(when the applicant is a corporation);
B)the legal or beneficial owner of any interest in a non-corporate entity(when the
applicant is not a corporation);
C)an officer,director,partnei,or employee of the applicant;or
D)the actual applicant.
DESCRIPTION OF RELATIONSHIP
Submitted this ay of ?
Signature
Print Name
Form TS I
APPLICANT/AGENT/REPRESENTATIVE
TRANSACTIONAL DISCLOSURE FORM
The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The puMgse of
this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is
necessn to avoid same. (�
YOUR NAME:
(Last name,first name,-niddle initial,unless you are pplying in the name of
someone else or other entity,such as a company.If so,indicate the other
person's or company's name.)
NAME OF APPLICATION: (Check all that apply.)
Tax grievance Building
Variance Trustee
Change of Zone Coastal Erosion
Approval of plat Mooring
Exemption from plat or official map Planning
Other
(If"Other",name the activity.)
Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee
of the Town of Southold? "Relationship"includes by blood,marriage,or business interest."Business interest'means a business,
including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation
in which the town officer or employee owns more than 5%of the s:
YES NO
If you answered"YES",complete the balance of this form and date and sign where indicated.
Name of person employed by the Town of Southold
Title or position of that person
Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check
the appropriate line A)through D)and/or describe in the space provided.
The town.officer or employee or his or her spouse,sibling,parent,or child is(check all that apply):
A)the owner of greater than 5%of the shares of the corporate stock of the applicant _
(when the applicant is a corporation);
B)the legal or beneficial owner of-any interest in a non-corporate entity(when the
applicant is not a corporation);
C)an officer,director,partner,or employee of the applicant;or
D)the actual applicant.
DESCRIPTION OFRELATIONSHIP
Submitted this day of G� 20 3�
S ignature
Print N e �
Form TS 1 f
Tovm of Southold
LWRP CONSISTENCY ASSESSMENT FORM
A. INSTRUCTIONS
I. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for
proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This
assessment is intended to supplement other information used by a Town of Southold agency in
making a determination of consistency. *Except minor exempt actions including Building Permits
and other ministerial permits not located within the Coastal Erosion Hazard Area.
2. Before answering the questions in Section C, the preparer of this form should review the exempt
minor action list,policies and explanations of each policy contained in the Town of Southold Local
Waterfront Revitalization Program. A proposed action will be evaluated as to its significant
beneficial and adverse effects upon the coastal area(which includes all of Southold TOwnl
3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will
affect the achievement of the LWRP policy standards and conditions contained in.the consistency
review law. Thus, each answer must be exulained in detail. listing both supporting and non-
Myorting facts. If an action cannot be certified as consistent with the LWRP policy standards and
conditions,it shall not be undertaken.
A copy of the LWRP is available in the following places: online at the Town of Southold's
website (southoldtown.northfork.net),the Board of Trustees Office, the Planning Department, all
local libraries and the Town Clerk's office.
B. DESCRIPTION OF SITE AND PROPOSED ACTION
SCTM#
PROJECT NAME reel ci �� e�� o s� 6',�a ®ra �� �'�a Ics se,
The Application has been submitted to(check appropriate resppnse):
Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees
1. Category of Town of Southold agency action(check appropriate response):
(a) Action undertaken directly by Town agency(e.g. capital ❑
construction,planning activity,agency regulation,land transaction) ❑
(b) Financial assistance(e.g.grant,loan,subsidy)
(c) Permit, approval,license,certification: ❑
Nature and extent of action:
10.E x
Location of action: 3 00 fl e ,, 5 c{ vB`k 101n16
Site acreage: % 6 � � -
Present land use:
Present zoning classification:
2. If an application for the proposed action has been fled with the Town of Southold agency, the following
information shall be provided:
(a) Larne of applicant:
(b) Mailing address:
(c) Telephone number:Area Code( ) a
(d) Application number,if any: A)ll P
Will the action be directly undertaken,require funding,or approval by a state or federal agency?
Yes ❑ No If yes,which state or federal agency?
C. Evaluate the project to the following-policies by analyzing how the project will further support or
not support the policies. Provide all proposed Best Management Practices that will further each policy.
Incomplete answers will require that the form be returned for completion.
DEVELOPED COAST POLICY
Policy 1. Foster a pattern of development in the Town-of Southold that enhances community character,
preserves open space,makes efficient use of infrastructure,makes beneficial use of a coastal location,and
minimizes adverse effects of development. See LVVRP Section III—Policies; Page 2 for evaluation
criteria.
❑Yes ❑ No [Not Applicable
Attach additional sheets if necessary
Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See
LNW Section III—Policies Pages 3 through 6 for evaluation criteria
❑ Yes ❑ No I YNot Applicable
Attach additional sheets if necessary
Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See
LWRP Section III—Policies Pages 6 through 7 for evaluation criteria
❑ Yes ❑ No YNot Applicable
Attach additional sheets if necessary
NATURAL COAST POLICIES
Policy 4. A inimize loss of life, structures, and natural resources from flooding and erosion. See LWI3P
Section III—Policies Pages S through 16 for evaluation criteria
❑ Yes ® leo Od Not Applicable
Attach additional sheets if necessary
Policy 5. Protect and improve water quality and supply in the Town of,Southold. See LVVRP Section III
—Policies Pages 16 through 21 for evaluation criteria
1:1Yes ❑ No u loot Applicable
Attach additional sheets if necessary
Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including
Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22
through 32 for evaluatio riteria.
Yes No Not.Applicable
Attach additional sheets if necessary
Policy 7. Protect and improve air quality in the Town of Southold. See L Section III — Policies
Pages 32 through 34 for evaluation criteria.
Yes [-] No Not Applicable
Attach additional sheets if necessary
Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous
substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria.
❑ Yes ❑ No Dl Not Applicable,
PIUBLIC COAST POLICIES
Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public
resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation
criteria.
❑ Yes] No riot Applicable
Attach additional sheets if necessary
t
\ J
WOREING COAST POLICIES
Policy 10. Protect Southold°s water-dependent uses and promote siting of new water-dependent uses in
suitable locations. See LWRP Section III•—Policies; Pages 47 through 56 for evaluation criteria.
❑Yes ❑ No VNot Applicable
Attach additional sheets if necessary
Policy 11. Promote sustainable use of living marine resources in Long, Island Sound, the Peconic
Estuary and Town VNot
. See L Section III—Policies; Pages 57 through 62 for evaluation criteria.
❑Yes 0 No Applicable
Attach additional sheets if necessary
Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages
62 through 65 forevalua ° n criteria.
0 Yes 0 No Not Applicable
Attach additional sheets if necessary
Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP
Section III—Polic=plicable
5 through 68 for evaluation criteria.
❑Yes ❑ No
PREPARED BY J TITLE �� DATE ��
BELVEDERE PROPERTY MANAGEMENT LLC
UNANIMOUS WRITTEN CONSENT OF THE BOARD OF DIRECTORS
THE UNDERSIGNED, being all of the members of the Board of Directors of
Belvedere Property Management,LLC a Delaware limited liability company (the
"Company"), pursuant to Section 408(c) of the Delaware Limited Liability Company
Law, does hereby consent to and adopt the recitals and resolutions set forth on
Exhibit A hereto.
This Unanimous Written Consent may be executed in any number of
counterparts, each of which, when taken together, shall constitute one and the same
instrument.
IN WITNESS WHEREOF, the undersigned has executed this Unanimous
Written Consent as of the d-o4`11\ day of Decem2�t,9_