HomeMy WebLinkAboutCurto, Vincent 1
Chairman o Town Hall,53095 Main Rd.
Lauren Standish,Secretary P.O.Box 1179
Southold,NY 11971
4 Telephone(631)765-1892
Fax(631)765-6641
Conservation Advisory Council
Town of Southold
At the meeting of the Southold Town Conservation Advisory Council held Wed., April 14,
2010, the following recommendation was made:
VINCENT CURTO to renovate the existing one-story cottage including the installation of a
new foundation, second-floor addition, new roof and interior improvements; install new
sanitary system, well, and drainage; and provide a 10' clear path around the building.
Located: 4730 Blue Horizon Bluffs, Southold. SCTM#74-1-35.54
The CAC did not make an inspection, therefore no recommendation was made.
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ogy�Fot�r
Jill M Doherty,President Off' Cp P O.Box 1179
James F King,Vice-President Gy� Southold,NY 11971
Dave Bergen ti Telephone(631)765-1892
Bob Ghosio,Jr ,+, T Fax(631)765-6641
John Bredemeyer
J
Southold Town Board of Trustees
Field InspectionfWorksession Report
Date/Time:
VINCENT CURTO requests a Wetland Permit and Coastal Erosion Permit to
renovate the existing one-story cottage including the installation of a new
foundation, second-floor addition, new roof and interior improvements; install
new sanitary system, well, and drainage; and provide a 10' clear path around the
building. Located: 4730 Blue Horizon Bluffs, Southold. SCTM#74-1-35.54
Type of area to be impacted:
_Saltwater Wetland Freshwater Wetland Sound Bay
Distance of proposed work to edge of wetland
Part of Town Code proposed work falls under:
_Chapt.275 Chapt. 111 other
Type of Application: Wetland Coastal Erosion _Amendment
—Administrative—Emergency Pre-Submission Violation
Info needed:
Modifications:
Conditions:
Present Were: _J.King _J.Doherty_J. Bredemeyer D. Bergen_
B.Ghosio, D. Dzenkowski other
Form filled out in the field by
Mailed/Faxed to:
Date:
O
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Q PICTURE LOCATION PLAN
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MAR 3 1 2010 IL
/ Souti holo Town `
Board of Trustees
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FILE NOTES
(For Office Use Only)
®ATE & INITIALS
_,M19110 r _k w
nAw A- ro— n L' N .;L)(0 Ammice
OFFICE LOCATION: o�*®F S®Uly®� MAILING ADDRESS:
Town Hall Annex ® P.O. Box 1179
54375 State Route 25 Southold, NY 11971
(cor.Main Rd. &Youngs Ave.)
Southold, NY 11971 � Q Telephone: 631 765-1938
® �® Fax: 631765-3136
COMM
LOCAL WATERFRONT REVITALIZATION PROGRAM
TOWN OF SOUTHOLD
MEMORANDUM
17
To: Jill Doherty, President MAY 1 2010
Town of Southold Board of Trustees
From: Mark Terry, Principal Planner �;{ E
LWRP Coordinator i��R=v- "e° � f'-`-` —
Date: May 17, 2010
Re: Proposed Wetland and Coastal Erosion Permit for VINCENT CURTO
SCTM#1000-74-1-35.54
Richard J. Principi, Jr. on behalf of VINCENT CURTO requests a Wetland Permit and
Coastal Erosion Permit to renovate the existing one-story cottage including the
installation of a new foundation, second-floor addition, new roof and interior
improvements; install new sanitary system, well, and drainage; and provide a 10' clear
path around the building. Located: 4730 Blue Horizon Bluffs, Southold. SCTM#74-1-
35.54
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 INCONSISTENT
with the below Policy Standards and therefore is INCONSISTENT with the LWRP.
4.1 Minimize losses of human life and structures from flooding and erosion
hazards.
The following management measures to minimize losses of human life and
structures from flooding and erosion hazards are suggested:
A. Minimize potential loss and damage by locating development and -
structures away from flooding and erosion hazards.
1. Avoid development other than water-dependent uses in coastal
hazard areas. Locate new development which is not water-
dependent as far away from coastal hazard areas as practical.
a. No development is permitted in natural protective feature
areas, except as specifically allowed under the relevant
portions of 6 NYCRR 505.8.
b. Avoid hazards by siting structures to maximize the distance
from Coastal Erosion Hazard Areas.
The proposed action is not a water dependent use. It is
recommended that the Board require that the structures be
relocated landward to minimize risk of property damage from
erosion and or slope failure resulting from storm surge.
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Figure1. Subject Site.
3. Move existing development and structures as far away from
flooding and erosion hazards as practical. Maintaining existing
development and structures in hazard areas may be warranted for:
a. structures which functionally require a location on the coast
or in coastal waters.
b. water-dependent uses which cannot avoid exposure to
hazards.
C. sites in areas with extensive public investment, public
infrastructure, or major public facilities.
See response above.
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: Lori Hulse, Assistant Town Attorney
r
James F.King,President *0 SOUjyO Town Hall
Jill M.Doherty,Vice-President �O 01
0 53095 Route 25
P.O.Box 1179
Peggy A. Dickerson Southold,New York 11971-0959
Dave Bergen G Q
• �O Telephone(631)7.65-1892
Bob Ghosio,Jr. DIyCOUNT� Fax(631)765-6641
e
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
Office Use Only
oastal Erosion Permit Application 1�C k Vu 9 F i,
Wetland Permit Application Administrative Permit
_Amendment/Transferi4xtension
Y Received Application: o /V MAR 3 1 2010/
t/ Received Fee:$ P,5--&
T/ i
_Completed Application -.-. ���z = i
Incomplete Soothhold Ta�v
_ n
_SEQRA Classification: Beard of Trustees I
Type I Type 11—Unlisted
—Coordination:(date sent)
_,LWRP Consistency Assessment Form �'ol- 1_0
ECAC Referral Sent: 6 - 10
a#e of Inspection: YlLWO
_Receipt of CAC Report:
_Lead Agency Determination:
Technical Review:
Kblic Hearing Held: (�
Resolution:
Name of Applicant ULnffCAflL-rU
Address :z 40 Ld�u1i l �iV7/��'CW
Phone Number:( )
Suffolk County Tax Map Number: 1000 - 7A[ ( � 35.S�"�
Property Location: a,-t-r 'F 44 11IL4 4terJI'j-S al k;p
tj
Rf_61tt1-%U7'MkA0
(provide L(I�LC�O Pole#, distance to cross streets, and location)
AGENT: —�GN� 71�1 s
(If applicable) SW7AbWl�Address: .a 6yz '� A/® • /19"7/
Phone:-GU • Z�5-3 .. [ z /lot vl
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Curto Cottage Improvements
Project Description
March 31, 2010
The applicant proposes to renovate an existing one-story cottage including the
installation of a new foundation, 2nd floor addition, new roof and interior
improvements. A new sanitary system, well and drainage is proposed for the
property including clearing brush to provide a 10' clear path around the building.
` MAR 3 7 2tl..,
010
cry�:s 1
BC 3 of Trustees Application
GENERAL DATA
Land Area(in square feet): �p2� X52
Area Zoning: 0
Previous use of property: F6MM4
Intended use of property: `.�►
Covenants and Restrictions: Yes Lo--�No
If"Yes",please provide copy.
Prior permits/approvals for site improvements:
Agency Date
y No prior permits/approvals for site improvements.
Has any permit/approval ever been revoked or suspendoby a governmental agency?
✓✓ No Yes
If yes,provide explanation: NVA
Project Description(use attachments if necessary): GwADLOTC
S'[IP.AaaaA
IV
• Br d of Trustees Applicatioi
WETLAND/TRUSTEE LANDS APPLICATION DATA
Purpose of the proposed operations: Ta 0304T
/Zd�G--daM 6F om �'.
Area of wetlands on lot: " ,7 `�� square feet
Percent coverage of lot: � ®o
Closest distance between nearest existing structure and upland
edge of wetlands: 211, feet
Closest distance between nearest proposed structure and upland
edge of wetlands: Z I I ' feet
Does the project involve excavation or filling?
No 90.� Yes
If yes,how much material will be excavated? W-80cubic yards
How much material will,be filled?-26--e46 cubic yards
i
Depth of which material will be removed or deposited: J feet
Proposed slope throughout the area of operations: p5
Manner in which material will be removed or deposited: A'NO
QAeAt A.TlKt' (AA►2/3wvi SK-io 57e&'L Lwk
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):
OF W6 70" IS ,J-F7c
• B d of Trustees Applicatiox
COASTAL EROSION APPLICATION DATA
Purposes of proposed activity: 6 Lug tyjarT—;%Mts�L4
r 7B% N
Are wetlands present within 100 feet of the proposed activity?
No Yes
Does the project involve excavation or filling?
No V Yes
If Yes, how much material will be excavated? db-W(cubic yards)
How much material will be filled? 200" LiG (cubic yards)
Manner in which material will be removed or deposited: 34 9"O
Ria& ym< Qw%ooz,
Describe the nature and extent of the environmental impacts reasonably anticipated resulting
from implementation of the project as proposed. (Use attachments if necessary)
board of Trustees Application
County of Suffolk
State of New York
bllrl ed W , CUr kI BEING DULY SWORN
DEPOSES AND AFFIRMS THAT 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 WORK
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 TOWN 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(S), TO ENTER ONTO MY PROPERTY TO INSPECT THE
{PREMISES IN CONJUNCTION WITH REVIEW OF THIS APPLICATION.
Signature
J �C�it� , !�
SWORN TO BEFORE ME THIS / DAY OF 20 -
Notary Public
BABETTE CORNINE
{Votary Public. State Of New York
No.01 C05792800 /
Qualified In Suffolk County "
Commission Expires �Q�
], ---d of Trustees Application,
J
AUTHORIZATION
(where the applicant is not the owner)
I, Uinttr�� l� _ C.ur residing at #J1 i0nog Pd• 1,�yr ' ' &7 S •Ny�� 6
(print owner of property) (mailing address)
do hereby authorize F(G �S• l�^G�p
(Agent)
to apply for permit(s) from the
Southold Board of Town Trustees on my behalf.
/"/ J 4- ag-L-o-
(Owner' s signature)
8
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61720 SEAR
PROJECT ID NUMBER APPENDIX C
STATE ENVIRONMENTAL QUALITY REVIEW
SHORT ENVIRONMENTAL ASSESSMENT FORM
for UNLISTED ACTIONS Only
PART 1 -PROJECT INFORMATION (To be completed by Applicant or Project Sponsor)
1.APPLICANT/SPONSOR 2.PROJECT NAME
YIAJC111* Q. r &L41f
3 PROJECT LOCATION: ('
Municipality +� S
C &ATW40 County 3AMCIE—C
4.PRECISE L-OCCAATTION: Street Addess and Road Intersections, Prominent landmarks etc -or provide map
mTe: V1 AQ M )9 0 V0 00000 //t<4je
0&_wcrrr
5.IS PROPOSED ACTION: ❑ New ❑Expansion odification/alteration
6.DESCRIBE PROJECT BRIEFLY:
r(,a, Ni /lto
SI)f J � CGr �5�.
(1'u L171 Ml
15Y CIJ Son-_G ,/
y"'0* a(M 0`_tCW 'CxJ
C. gw-r1w ) P/mss jrqazl�'rq0110�v 6&MSMO 7&V-
7 AMOUNT OF LAND AFFECTED:
Initially i acres Ultimately acres
&WILL PROPOSED ACTION COMPLY WITH EXISTING ZONING OR OTHER RESTRICTIONS?
Yes ❑ No If no,describe briefly:
9 WHAT IS PRESENT LAND USE IN VICINITY OF PROJECT? (Choose as many as apply.)
�2esidential ❑Industrial ❑Commercial ❑Agriculture ❑Park/Forest/Open Space ❑Other (describe)
10 DOES ACTION INVOLVE A PERMIT APPROVAL, OR FUNDING, NOW OR ULTIMATELY FROM ANY OTHER GOVERNMENTAL
AGENCY (Federal, State or Local)
Res ❑No If yes, list agency name and permit / approval: ���j�( � "le
TGev>v e viiz--0/w'a �amm t
11.DOES ANY ASP CT OF THE ACTION HAVE A CURRENTLY VALID PERMIT OR APPROVAL?
ElYes o If yes, list agency name and permit / approval.
12. AS A RESU F PROPOSED ACTION WILL EXISTING PERMIT/ APPROVAL REQUIRE MODIFICATION?
❑Yes RNo
I CERTIFY THAT THE
�THE INFORMATION PROVIDED ABOVE IS TRUE TO THE BEST OF MY KNOWLEDGE
Applicant / Sponsor Name Rtilq • Qu"CIP( :Q'' Date: • Q
Signature Pw
If the ac ' n a Costal Area, and you are a state agency,
complete the Coasta Assessment Form before proceeding with this assessment
X 1
PART Ii- IMPACT ASSESSMENT(To be completed by Lead Agency)
A. DOES ACTION EXCEED ANY TYPE 1 THRESHOLD IN 6 NYCRR,PART 617.4? If yes,coordinate the review process and use the FULL EAR
Yes a No
B. WILL ACTION RECEIVE COORDINATED REVIEW AS PROVIDED FOR UNLISTED ACTIONS IN 6 NYCRR,PART 617.6? If No,a negative
declaration may be superseded by another involved agency.
El Yes a No
C. COULD ACTION RESULT IN ANY ADVERSE EFFECTS ASSOCIATED WITH THE FOLLOWING:(Answers may be handwritten,N legible)
C1. Existing air quality,surface or groundwater quality or quantity,noise levels,existing traffic pattern,solid waste production or disposal,
potential for erosion,drainage or flooding problems? Explain briefly.
No
C2.Aesthetic,agricultural,archaeological,historic,or other natural or cultural resources;or community or neighborhood character?Explain briefly.-
C3.
riefly:C3. Vegetation or fauna,fish,shellfish or wildlife species,significant habitats,or threatened or endangered species?Explain briefly:
iE::
C4. A community's existing plans or goals as officially adopted,or a change in use or intensity of use of land or other natural resources?Explain briefly:
No
C5. Growth,subsequent development,or related activities likely to be induced by the proposed action?Explain briefly:
No
C6. Long term,short term,cumulative,or other effects not identified in C1-05? Explain briefly:
No
C7. Other impacts,(including changes in use of either quantity or type of energy? Explain briefly-
1.
No
D. WILL THE PROJECT HAVE AN IMPACT ON THE ENVIRONMENTAL CHARACTERISTICS THAT CAUSED THE ESTABLISHMENT OF A CRITICAL
ENVIRONMENTAL AREA CEA)? If es,ex Iain briefly:
Yes ❑✓ No
E. IS THERE,OR IS THERE LIKELY TO BE,CONTROVERSY RELATED TO POTENTIAL ADVERSE ENVIRONMENTAL IMPACTS? If yes ex Iain:
Yes a No
PART III-DETERMINATION OF SIGNIFICANCE(To be completed by Agency)
INSTRUCTIONS; For each adverse effect identified above,determine whether it is substantial,large,important orotherwise significant. Each
effect should be assessed in connection with its(a)setting(i.e.urban or rural);(b)probability of occurring;(c)duration;(d)irreversibility;(e)
geographic scope;and(0 magnitude. If necessary,add attachments or reference supporting materials. Ensure that explanations contain
sufficient detail to show that all relevant adverse impacts have been identified and adequately addressed. If question d of part ii was checked
yes,the determination of significance mustevaluate the potential impact ofthe proposed action on the environmental characteristics of the CEA.
Check this box If you have identified one or more potentially large or significant adverse impacts which MAY occur.Then proceed directly to the FU
EAF and/or prepare a positive declaration.
Check this box if you have determined,based on the informaition and analysis above and any supporting documentation,that the proposed actio
WILL NOT result in any significant adverse environmental impacts AND provide,on attachments as necessary,the reasons supporting thi
determination.
Board of Trustees
Name of Lead Agency -� Date
Jill_M. Doherty President
Pn?t or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer
R14'?
//He "&� -
gnature of RdIsponsible O in Lead Agency Signature of Preparer(If different from responsible officer)
i
APPLICANUAGENUREPRESENTATIVE
TRANSACTIONAL DISCLOSURE FORM
The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose 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
necessary to avoid
same. 00,
YOUR NAME: "Ovwo
(Last name,first name,jpiddle initial,unl s you are applying in the name of
someone else or other entity,such as a c mpany.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 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 applicandagent/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 applicpt
(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 OF RELATIONSHIP
SubmittedAhk da f 200_
Signature •
Print Name
Form TS 1 s
Tvwn of Southold
LWRP CONSISTENCY ASSESSMENT FORM
A. INSTRUCTIONS
1. 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 si fug icant
beneficial and adverse effects upon the coastal area(which includes all of Southold Town).
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 explained in detail, listing both supporting and non-
supporting 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#LQ q -_7
Y -�� 35.5�'j
PROJECT NAME VIAKAPfr 64470
The Application has been submitted to(check appropriate response):
gyp
Town Board ❑ Planning Board❑ Building Dept. E �Board of Trustees Ef/
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: le
Nature and extent of action:
aM MI 76 Cod '
6'afTNE
Location of action: �� aG
Site acreage: •Lj2q /�
Present land use: 1
a-le
Present zoning classification:� ie--4i o
2. If an application for the proposed action has been filed with the Town of Southold agency, the following
information shall be provided:
(a) Name of applicant: VINCOa CtW46
(b) Mailing address: 'V,3J (XIQ
AJ- V,, IM& 73W2
(c) Telephone number: Area Code&&
(d) Application number, if any:
Will the action be directly undertaken,require funding,or approval by a state or federal agency?
Yes 9No❑ If yes,which state or federal agency? j9&,- —AR12ZW f77PO0 F ®I;,--
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 LMW Section III—Policies; Page 2 for evaluation
criteria.
2(Yes ❑ No ❑ Not Applicable
--Pe- ��a i �obv,,r- PPS s E c_r7 Eacntc-L66 a i7x6 -
Attach additional sheets if necessary
Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See
LN IW Section III—Policies Pages 3 through 6 for evaluation criteria
dr
Yes ❑ No ❑ Not Applicable
x�Si i� 5i��rus��� s�iyn �GaS�e-� A�� S� �,�® l•��� me
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
R/Y"Ies ❑ No ❑ Not Applicable
Attach additional sheets if necessary
NATURAL COAST POLICIES
Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP
Section III—Policies Pages 8 through 16 for evaluation criteria
ZYesEl No ❑ Not Applicable
"k1 lop
Attach additional sheets if necessary
Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III
—Policies Pages 16 through 21 for evaluation criteria
1:1Yes ❑ No u Not Applicable
rAe ® r ✓ - 12✓
P
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 evaluation criteria.
❑ ❑
Yes No Not Appli le
p G a
AP,✓ J /
(7/V1 LY451�i�✓t--a /n.7M774E
Attach additional sheets if necessary
Policy 7. Protect and improve air quality in the Town of Southold. See LWRP 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.
El Yes 1:1 No [ Not Applicable
Gv/L,& jUd ,d,16Nr Cid TT! Gy6e 't-'WV-0o j0rtWI'�
PUBLIC 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.
R/Ye�] No❑ Not Applicable
Ir
-lam.CA Roams, 7:7".6
Attach additional sheets if necessary
r
WORKING COAST POLICIES
Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in
suitable locations7No
WRP Section III—Policies; Pages 47 through 56 for evaluation criteria.
❑ Yes ❑ Not Applicable
-0 GV*T 2
Attach additional sheets if necessary
Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic
Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria.
U? Yes ❑ No ❑ Not Applicable
W l - ,✓ S.LT
Attach additional sheets if necessary
Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages
62 through 65 for ev�alluu'ation criteria.
El Yes Elev
No,U Not Applicable
,►�f 5 P� cr .9s An >.vHDk7:: an2OlC/rLa>�U�Q �•4.�� S
Attach additional sheets if necessary
Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP
Section III—Policies; Pages 65 through 68 for evaluation criteria.
❑ Yes ❑ No Not Applicable
PAI Oleo.s6C7r R6Q&2j 12,6 A& -.�IM AI— /AveZ 4 s,- W 6v;<-.Z v
PREPARED BY �� Dy, TITLE (�' `�� DATE3/-?/,//0
o
Condon Engineering, P.C.
New York State Licensed Professional Engineers
1755 Sigsbee Road 631-298-1986
Mattituck,New York 11952 Fax 631-298-2651
www.condonengineering.com
March 31, 2010 '
1` MAR 3 1 2010 ,
-
Ms. Elizabeth Cantrell, Clerk Soutfrha(URTa,
of Trustees
Board of Town Trustees
Town Hall Annex Building
54375 Route 25
Southold NY 11971
Re: Curto Cottage renovation—Blue Horizons, Peconic, New York
SCTIVI: 1000-74-01-35.54
Dear Ms. Cantrell:
Attached are the following documents for the above referenced application:
• Three sets of the Trustees Application, short EAF, LWRP Form and Transactional
Disclosure Form
• Two checks for$250.00
• Three Sets of the plans
• Three sets of pictures of the site with site plan
Please do not hesitate to call me if you have any questions.
Yours truly,
AJ. ondon, P.E.
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- EROSION CONTROL MEASURES
1. IN ACCORDANCE WITH THE PROVISIONS OF THE USEPA GENERAL PERMIT AND THE NYSDEC,DURING THE
COURSE OF CONSTRUCTION,CERTAIN EROSION AND SEDIMENT CONTROL MEASURES MAY BECOME
O NECESSARY TO PREVENT THE TRANSPORT OF SEDIMENT TO OFFSITE AREAS,PONDS,WATER COURSES, GOLDSMITH'S INLET
DRAINAGE INLETS,RECHARGE BASINS,ETC. ACTUAL EROSION CONTROL MEASURES WILL BE DICTATED
BY FIELD CONDITIONS AS CONSTRUCTION PROGRESSES,BUT THE FOLLOWING GENERAL CONDITIONS LONG ISLAND SOUND
SHALL BE OBSERVED:
- EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AND REMAIN UNDISTURBED.
CLEARING AND GRADING SHALL BE SCHEDULED SO AS TO MINIMIZE THE SIZE OF EXPOSED AREAS
AND THE LENGTH OF TIME THAT AREAS ARE EXPOSED. SALT MARSH Uk
G THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE MINIMIZED TO REDUCE RUNOFF
A` > VELOCITIES.
VO .01 SEDIMENT SHALL BE RETAINED ON THE SITE. PROJECT LOCATION
SPECIFIC METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF EROSION
CONTROL MEASURES SHALL CONFORM TO THE"NEW YORK GUIDELINES FOR EROSION AND SEDIMENT
/ V
BLUFF TO BE REVEGITATED CONTROL'.
(SEE SEPARATE PLANS BY LANDSCAPE ARCHITECT) 2. SEDIMENT BARRIERS(SILT FENCE,HAY BALES OR APPROVED EQUAL)SHALL BE INSTALLED AS REQUIRED �f
ALONG THE LIMITS OF DISTURBANCE FOR THE DURATION OF THE WORK. NO SEDIMENT FROM THE SITE O
76
SHALL BE PERMITTED TO WASH ONTO ADJACENT PROPERTIES,WETLANDS OR ROADS.
/ 3. GRADED AND STRIPPED AREAS AND STOCKPILES SHALL BE KEPT STABILIZED THROUGH THE USE OF
O j�y p' TEMPORARY SEEDING AS REQUIRED. SEED MIXTURES SHALL BE IN ACCORDANCE WITH SOIL
CONSERVATION SERVICE RECOMMENDATIONS.
4. DRAINAGE INLETS INSTALLED AS PART OF THE PROJECT SHALL BE PROTECTED FROM SEDIMENT BUILDUP
/ / \ / i��/ iW/�✓ i / THROUGH THE USE OF SEDIMENT BARRIERS,SEDIMENT TRAPS,ETC.AS REQUIRED.
f �� / ��j ,i��• fi /i �+ 5. INSPECTION AND MAINTENANCE OF EROSION CONTROL MEASURES IS TO BE PERFORMED DAILY BY THE
CONTRACTOR PRIOR TO THE START OF CONSTRUCTION FOR THE DAY AND AFTER HEAVY OR PROLONGED P�
STORMS. MAINTENANCE MEASURES INCLUDE,BUT ARE NOT LIMITED TO,CLEANING AND/OR REPAIR OF
SILT FENCE AND SEDIMENT BASINS OR TRAPS,SEDIMENT BARRIERS,BERMS,DIVERSIONS AND INLET PROTECTION.
'�((��`� / .�/��Y•• W/�J}\\��\��'� / I -� N HAYBALES
VV / / /�� i /„/ ��,� \i y,\\ � �'�p.\-G•� 6. APPROPRIATE MEANS SHALL BE USED TO CONTROL DUST DURING CONSTRUCTION. (�L,
7. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT SOIL AND LOOSE DEBRIS G'9j
EX.WOOD PLATFORM AND STAIRS TO / �/'� /// /^ \ \\ \ / \
FROM BEING TRACKED ONTO LOCAL ROADS. THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED UNTIL O
// i\ CLEAR 8R\USH TO / / THE SITE IS PERMANENTLY STABILIZED.
BE RECONSTRUCTED / / /
PROVIDE 10 LEAR � ✓ � `V
/
\� �I
Y
A FROM B�f6�IN�
8. SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL UPLAND
� / \O
DISTURBED AREAS ARE PERMANENTLY STABILIZED. AFTER PERMANENT ENT STABILIZATION,PAVED AREAS
0
SHALL BE CLEANED AND TH
E DRAINAGE SYSTEM CLEANED AND FLUSHED AS NECESSARY.
EX.WELL TO BE US D
/ O��✓��- �� FOR IRRIGAT ON
NEW BILC6 DOOR / ��D � L0OS � -00 OF
DRAINAGE CALCULATIONS:
THE PROPOSED ON-SITE DRAINAGE SYSTEM TO PROVIDE STORAGE FOR A 2"
NEU FOUNDATION AND- Z� �� \ / RAINFALL. STORAGE TO BE PROVIDED IN PROPOSED 10'DIAMETER DRYWELLS
/ NEW 2ND STORY ADDITI j�N �� CQ. \ PROVIDING 68.42 CF PER VERTICAL FOOT OF STORAGE. THE DESIGN IS BASED
` I ! ON THE FOLLOWING RUNOFF COEFFICIENTS:ROOF 1.0,CONCRETE 1.0, AND
EXISTING IN
CESSP004T0 BE � ` \ / / � LANDSCAPING 0.30.
ABANDONED IN AtCCORDANCE WITH
THE SCDHS STANDARDS �� \ , \ � /(1 DRAINAGE AREA
�f STORAGE REQUIRED:
EX.WOOD DECK AND S�AO1bt���0 ODD/ ' `\\� / �p0 / ROOF AREA: 574 SF X 1.00 X 2"/12=96 CF
RECONSTRUCTED(EXTEND DECK \` ROPp NA
�a�
ACROSS SOUTH SIDE OF BUILDING) i� �/ / L� STORAGE REQUIRED: C�VNN O�Q
NEW 10'0 X 2'DEEP DRYWELL 96 CF 168.42 CFNF=1.4 VERTICAL FEET REQUIRED1DO�EROPO
STOCKADE FENCE AND FOR ROOF RUNOFF , O STORAGE PROVIDED: G\s\AN
ENCLOSED SHOWER TO REMAIN
NEW SEPTIC SYSTEM ,` O\�1
USE 1-10'0 X 2'DEEP DRYWELL �-
8'0 X 4'DEEP SEPTIC TANK ANDA 8'0 X
12'DEEP LEACHING POOL
PROPOSED WELL /
` GENERAL NOTES
11. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND
\ SPECIFICATIONS OF THE TOWN OF SOUTHOLD AND THE SOUTHOLD TRUSTEES AS REQUIRED.
\ 2. TOPOGRAPHIC AND EXISTING CONDITIONS SHOWN ON THE PLANS FROM SURVEY DATED MARCH 22,2010 BY
HANDS ON SURVEYING.
vi \ \ 3. COASTAL EROSION HAZARD LINE AS DEPICTED ON THE COASTAL EROSION HAZARD AREA MAP TOWN OF
` \ SOUTHOLD,SUFFOLK COUNTY,NEW YORK PHOTO NO.57-556-83 SHEET 6 OF 49.
4. LOT AREA 62,252 SQ.FT.=1.429 ACRES
5. CURRENT ZONING RR&R-40 RR:31,587 SQ.FT.RAO 30,665 SO.FT.
6. S.C.T.M.DIST.1000 SEC.74 BLK.01 LOT 35.54
60 _
7. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE
�pI COMMENCEMENT OF WORK. THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN ON
THESE PLANS IS CONCEPTUAL AND MUST BE CONFORMED ACCORDINGLY IN THE FIELD.
\ 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE
\ COMMENCING WORK.
9. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN,COUNTY,
STATE AND FEDERAL LAWS,CODES AND ORDINANCES.CONTRACTOR SHALL BE RESPONSIBLE FOR
DISPOSING OF ALL UNSUITABLE MATERIALS OFFSITE. DEBRIS SHALL NOT BE BURIED ON-SITE.
10. DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO
\ 7��\ PREVENT THE TRANSPORT OF SEDIMENT TO OFF-SITE AREAS,PONDS,DRAINAGE INLETS,ETC. THE
LEACHING BASIN NOTES: / / METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL
\ MEASURES SHALL CONFORM TO"THE NEW YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL".
1. LEACHING POOLS SHALL BE PRECAST CONCRETE CEMENT STRUCTURES AS
MANURACTURED BY SUFFOLK PRECAST INC.OR EQUIVALENT. R(j�IEDF \ 11. ALL PRECAST STRUCTURES SHALL BE CONSTRUCTED WITH SUFFICIENT STEEL REINFORCEMENT TO
WITHSTAND AASHTO H-20 TRAFFIC LOADING ALONG WITH TEMPERATURE AND SHRINKAGE,TRANSPORT TO
2. ALL(CONCRETE CEMENT USED IN THE MANUFACTURING OF PRECAST STRUCTURES SHALL � ���RAff D� w '� THE SITE AND SITE CONDITIONS AS SHOWN ON THE PLANS.
POSTS-STEEL,T OR U SHAPE TYPE
DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 4,000 P.S.I.IN 28 DAYS. AY 12. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4,000 PSI CONCRETE AND SHALL BE DESIGNED,
OR 2'HARDWOOD 3. NO TRENCH,PIT OR OTHER EXCAVATION SHALL BE LEFT OPEN OR UNATTENDED. `\ CONSTRUCTED AND INSTALLED TO SUPPORT AASSHTO H-20 TRAFFIC LOADING.
FENCE-WOVEN WIRE 14.5 GAUGE EXCAVATIONS TO BE PROTECTED WITH FENCES,BARRICADES AND OTHER APPROVED
6'MAX.MESH OPENING METHODS. / / / 13. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL PRECAST STRUCTURES DETAILING THE STEEL
FILTER CLOTH MIRAR 140N REINFORCEMENT AND PROVIDE CERTIFICATION'BY THE PRECAST MANUFACTURER THAT STRUCTURES ARE
OR APPROVED EQUAL 5. INVERT ELEVATIONS MAY BE ADJUSTED BY THE ENGINEER IN THE FIELD TO MEET FIELD ,/ ® / DESIGNED TO SUPPORT H-20 TRAFFIC LOADING.
CONDITIONS TO AVOID CONFLICT WITH UTILITIES AS ORDERED BY THE ENGINEER. _ /
14. MANUFACTURER TO CERTIFY THAT DRAINAGE AND SANITARY PRECAST STRUCTURES DELIVERED TO THE
6. ALLOW FOUR(4)INCHES FOR FINAL ADJUSTING OF CASTING. ADEQUATE BEARING WILL BE SITE MEET ALL REQUIREMENTS OF THE TOWN OF SOUTHOLD AND THE SUFFOLK COUNTY DEPARTMENT OF
1 PROVIQED USING CONCRETE BLOCK,BRICK AND/OR 1:2 MORTAR MIX. / Q HEALTH SERVICES.
X
36"MIN.FENCE POST o z z 7. THE:,CONTRACTOR SHALL PROVIDE ADEQUATE SHEETING AND SHORING DURING o 0
IYAYB,4LES _ TRENCIHING TO INSURE THE SAFETY OF WORKMEN AND THE GENERAL PUBLIC EXPOSED TO
N ■ ■ DRA/NAGE/NLET(TIP) THE HAZARDS OF FALLING AND SLIDING MATERIAL IN CONFORMANCE WITH THE
REQUIREMENTS OF THE TITLE 29 CODE OF FEDERAL REGULATIONS,PART 1926,SAFETY AND
UNDISTURBED GROUND w ■ ■ HEALTH REGULATIONS FOR CONSTRUCTION(OSHA).
FLOW ROW /ROW
SILT FENCE NOTES: 8. BACtKFILL AND COMPACTION SHALL BE IN 6"LIFTS. ALL BACKFILL MATERIAL TO BE
COMPACTED BACKFILL ■ BOUND STRAW BALES COMPAICTED BY JETTING OR OTHER APPROVED MEANS.
1. WOVEN WIRE FENCE(MIN.141/2 GAUGE MAX.6"MESH SPACING) 'X6'TRENCH
WITH FILTER CLOTH OVER FENCE. ■ ■ SUFFOLK COUNTY STANDARD DRAIN MANH ME AND /
2X2 WOOD
EMBED FILTER z SLOTTED COVER PATTERN No.1383 AS MANUFACT BY
2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE CLOTH 6"MIN. STAKES DING CAMBELL FOUNDRY OR AN APPROVED EQUAL.
WITH TIES SPACED EVERY 24'AT TOP AND MID SECTION. INTO GROUND (SEE BEDDING
DETAIL) p I FLOW PRECAST
3, WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY I CHIMNEY FINISHED GRADE
SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. STRAIN BALE INLET PROTECTION DETAIL
TWO REBARS,STEEL PICKETS,
\ \ .\ 8"TRAFFIC BEARING z X
\ \ -Q �� __ _ REVISIONS
4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL NOTES: OR 2'x2"STAKES DRIVEN � /�� x � � 4'VERTICAL TOP SLAB �N / 1`� 0 I �!_} �� ).7 �tl 4';� '"j" -
2'INTO GROUND.FIRST FACE _w 13 f
REMOVED WHEN"BULGES"DEVELOP IN THE SILT FENCE. 1,BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR r _L^a �� t-
24" I. r
SECTION AND IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES. STAKE DRIVEN AT ANGLE BEDDING DETAIL O E/,,
WOVEN WIRE FENCE(MIN.141/2 TOWARDS PREVIOUSLY LAID ` { ( r i R} M I' '.)i .`� ryr A
2.EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF 4 INCHES STRAW BALE.DRIVE STAKES t2o� •` (`` L „; ' r �' �' �A'`4 0
GAUGE MAX.6"MESH SPACING) _ ° "= Od
POSTS(IYP.) 36'MIN.FENCE POSTS. AND PLACED SO THE BINDINGS ARE HORIZONTAL. FLUSH WITH TOP OF BALE tit Ico
10'MAX CENTER TO CENTER DRIVEN 16 MIN.INTO THE
11!
GROUND RE ANCHORED IN PLACE BY EITHER TWO STAKES s 3
.BALES SHALL BE SECU LY -
FIR T TAKE IN EACH r .,
OR RE-BARS DRIVEN THROUGH THE BALE. THE S S T TAKE TOWARD WRAP WITH 6 OZ.(MIN.)NONWOVEN n- :..nr ,.� j'...q s.... i ,c*.'•
ANGLE FIRS S 0 �...,
. .. 4
W a .
u, BALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE PREVIOUSLY LAID BALE +' GEOTEXTILE(FILTER FABRIC)MIRAFI : LU
y
TO FORCE THE BALES TOGETHER STAKES SHALL BE DRIVEN FLUSH t t t 140N OR AN APPROVED EQUAL. PRECAST DRAINAGE
LL
Z
n tI
WITH THE BALE. m
4
w t RINGS p
s
SHEET PILING AS REQUIRED
��
. o S .
0
. .kl'
- S
S
Flow -
. io Plans are prepared Condon on E ineerin P. . i
C R s a vitiation Y
. of York Education
P StaleLaw
E FREQUENT AND REPAIR REPLACEMENT SHALL BE
P by
Engineering,
-• ILT' EPl E'. •-' 4.INSPECTION SHALL B QU _ Article 145 Section C7
Seco 7209,for any person unless acting ands the direction d a licensed Professional
9
- N
EXCAVATE AND BACKFILL FEET AROUND C C 3 `�
.. Engineer,Architect L
. ect,« and Surve to atter a item in way.If an item bearing the
AD PR MPTLYAS
NEEDED. � seal dan
LU MADE 0 �.,. ra m am ar g
Engineer, hi
LEACHING RINGS WITH SUITABLE POROUS --' _ ngr .Arc tett,or Land Surveyor is altered,the altering Engineer,Architect,a Land Surveyor shall
_ _ _
affix to me item hi
sorer seal and me nota.6on'Altered b
idlowed tis4"x 'nature and me tide d
MATERIAL A APPROVED BY THE ENGINEER. �9
S 0 G _ .
.. -. . -
DTHEIR USEFULNESS
AVE SERVE ►-
E REMO
REMOVED WHEN THEY HUj
5.BALES SHALL B •.�•, ,•,..• - o a such alterations,and a specific desorption of the alteration.
DRAINAGE.
OR IMPEDE STORM FLOWOR
SO AS NOT TOBLOCK
6"PENETRATION INTO = '
z
GROUND .; `; ::' �. ' N o
v y..
�G.�
_ �. ••� - _- ... CURTO (MPR V
0 EMENT
S
(SEE SECTION) ELEVATION ANCHORING DETAIL " " Scale: 1"=30'-0"
Condon Engineering P.C. Country Route 48
EXCAVATE A MINIMUM OF 6'IN?0 VIRGIN STRATA , '1
OF SAND AND GRAVEL OR TO BOTrrOM OF DRYWELL
SILT FENCE DETAIL STRAW BALE DIKE DETAIL WHIG►NEVER IS DEEPER. DRYWELL DETAIL Drawn by:JJC Matttuck,New York 11755 Sigsbee 1952 Peconic, New York OF
NOT TO SCALE NTS
(631)298-1986 (631)298-2651 Fax
Date: 3/31/2010 www.condonengineedng.com SITE PLAN
SOUTH SIDE
0
CLOSET SINK
20X20
9'-6-
KITCHEN o
BEDROOM
NORTH ELEVATION o 0
SOUTH ELEVATION o 0
CL CL . B"
HR
SIDE
WEST SIDE
LIVINGROOM
10'-0" 01
LlI I I I A-1 I L-----------J I I I I C�
0
NORTH SIDE
WEST ELEVATION FIRST FLOOR PLAN
EAST ELEVATION
REVISIONS
®
NEW L
I
co v
v 7
Plans are prepared by Condon Engineering,P.C. It is a violation of Ue New Yak State
Education Law,Argccle 145,Section 7209,for any person winless acting under the
direction of a licensed Professional Engineer,Architect or LI-and Surveys,to alter any
Rem in any way.If an item bearing the seal of an Engines„Architect,or Land Surveys
is altered,the altering Engineer,Architect,or Land Surveymr shall affix to the item t Q, Og 12 SLC►
his/her seal and the notation'Altered b followed hismer s'nate n �C.
Y by g re and the date of �7pp P�
such alterations,and a specific description of the alteration.. 'I QFtMC�
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA CURTO IMPROVEMENTS
Scale: 1/4"= 1r-Op Cordon Engineering, P.C. Count Route 48 111.20
Ground Snow Loatd Wind S eed Seismic Weatherin Frost Line Termite Decay Winter Design I Country
P 9 Y 9
lee Shield Flood Hazards
om2
Depth Temp. Underlayment Drawn by:JJC 1755 Sigsbee Road Peconic, New York
Required Mattituck,New York 11952 OF
25psf 120 mph B Severe 36 in. Moderate Slight to 11°F Yes (631)298-1986 (631)298-2651 Fax EXISTING
to Heavy Moderate Date: 3/31/2010 www.condonengineering.com
CONDITIONS PLAN 6
SCOPE OF WORK:
-Temporarily support existing building with steel beams.
-Excavate for new cellar
-Installation of new concrete footings and foundation.
-Remove existing roof and siding and install new floor,walls and roof.
-Installation of new windows and doors.
-Install new site improvements
20'-3"
Da NOTES:
M DECK I TW 46* I General:
tF 1 -Occupancy classification-Residential Group R-3
TW3032
CLOSET I I I 2-Type 5-Wood framed construction to be utilized.
——— — — — — —— —— ———— ———— — —— — — —— SINK
20X20
I _ ___ ____ _ _ __ __ __ _ _ I I I I 3-Building height-23'-8"±,fire area-798 S.F.
� M DINING ROOM � _�
1 ,---- -- I
co omo
I BILCO DOORS M KITCHEN I I 4-All work to be in accordance with the current Building Code of New York State and Southold
r J I 1 ( I Trustees as required.
1 5-The contractor is to verify 1 F-
----�
I I I I I I o o I I ty all measurements in the field and any discrepancies are to be brought to
the attention of the Engineer prior to construction.
CL. Electrical Notes:
1 I rs"
I I
BATH
L 1-All electrical work shall be installed by the owner.
I I Icl.
-0 I I /
" O I 2-All electrical work shall be in accordance with the National Electric Code.
O
DN — — 3-All smoke detectors shall be installed in accordance with NFPA 72 and local codes.
I I � —1 I I
1i I CL.
I I I 4-The detectors are to be wired to the building's main electrical service and be equipped with battery back-up.
I 1 I I1/ �
5-The detectors shall be wired so that operation of any smoke detector shall cause the alarm to sound at the
C? I I I I REBUILD STAIRS I I I others.
N I I I 1 T-0" M
1 I I I 6-Carbon monoxide detectors must be installed on each floor of the building in accordance with Suffolk County
I I I I I specifications.
1 I
UP
1 I 1 LIVING ROOM
I
N N
I I I I I I
WINDOW SCHEDULE:
J
NOTE:ALL WINDOWS TO HAVE SCREENS.
I 1 L - - 1 I
DESCRIPTION MANUFACTURER ROUGH OPENING
1 1 I 1
I I I 1 I TW 46* I TW3836 ANDERSON 3'-10118'X T-8 7/8
1 I I I I I TW24310 ANDERSON 2'-61/8"X 4'-0 7/8"
1 I I TW24310 PS51168R TW24310 I— J TW3046* ANDERSON T-21/8"X 4'-8 7/8"
• 1 1 I I
1 I 1 1 TW2432 ANDERSON 2'-61/8"X3'-47/8"
I—— — — — — — — —————— —— — —— —————J
1 1 TW3032 ANDERSON 3'-21/8"X Y-4 7/8"
- --- - - - -- - --- - - --- - - -- -- -- TW2832-2 ANDERSON 5'-715/16"X3'-47/8"
PS51168 ANDERSON 5'-11 1/4'X 6-8"
WINDOW NOTES:
1 -Windows and doors are to be equipped with removable 1plywood
panels as shown in details or shall meet the requirements of the Large
Missile Test of ASTM E 1996 for 110 mile per hour wind loads.
FOUNDATION PLAN FIRST FLOOR PLAN PLUMBING NOTES: 2ND FLOOR AND ROOF PLAN 2-Windows shown are manufactured by Anderson.
General 3-Color,style and type of window to be verified by the owner.
New Bathroom *All work and materials shall be in accordance with the New York State BuildingCode and Local Plumbing Codes.
9 4-Rough openings to be verified by the contractor before framing.
3"PVC Vent I
through roof Water Supply * -Meets egressible codes for fire evacuation.
I
h *All water lines within the buildings are to be Type"L"copper tubing all water lines routed below ground are to be
1 i \ Type K copper.All solder joints are to be made with lead free solder in accordance with local and State Codes.
*All water supply piping is to be insulated with 1 inch thick cylindrical molded lass fiber Insulation With a 3%Ib.density.
I
IffPVC PP Y P•P 9 Y 9 type� ty•
*All water supply piping is to be pressure tested.The initial test is with no connection to the fixtures and is to be done
by capping all openings and pressurizing the piping system with compressed air to a minimum pressure of 150 psig.
The pressure is to monitored for 2 hours and will be considered to be leak free if the pressure remains constant during
the test period.After successful completion of this test,the fixtures are to be connected and the system is to be tested
at a pressure of 90 psig for a period of 2 hours.
*The water supply system shall be cleaned by filling the system with water/chlorine solution with at least 50 ppm of chlorine.
3"PV The piping is to isolated and allowed to stand for a period of 24 hours.The system is to be flushed at the completion of the test.
CO *Shower and tub supply valves are to be temperature-actuated flow reduction type devices.
3"PVC
To existing main waste pipe *Install ball valves at the locations shown on this drawing.Also installed gate valves for hot and cold water at all fixtures. All
exposed water supply and waste piping to fixtures and the valves are to be 67%brass pipe chromium plated.
SANITARYPLUMBING RISER DRAWING *Run water supply piping to fixtures concealed within walls and horizontally to fixtures.All pipes are to be equipped with chrome REVISIONS
plated eschuteons at all exposed floor and wall penetrations.
Waste
New Bathroom *All horizontal waste and vent runs of 2 inch waste pipe are to pitched at Y4 inch per foot.The 3 and 4 inch waste � a`t`e, co 0
3
and vent piping should also have a Y4 inch per foot pitch wherever possible with a minimum pitch of%inch per foot.
� W
*Provide all vents shown in the drawings,as required by the Plumbing Code,and as necessary to prevent siphonage . .
Plans are prepared by Condon Engineering,P.C. It is a violation of the New Yak Stage
or back pressure on the trap seals. Education raw,Article 145,Section 7209,for any person unless acting under the X819,
direction of a licensed Professional Engineer,Architect,s Land Surveyor,to alta any tl'
Rem in any way.If an item bearing the seal of an Engineer,Architect,or Land Surveys OP`'pFESS�Q�aP�'
*Provide cleanouts as shown in the drawings.Provide 18 inch clearance at all trap locations. altered,the altering Engineer,Architect,or Land Surveyor shall affix m the ism
_= hismer seal and the notation"Altered by'followed by his/her signature and the date of
_NZsuch alterations,and a specific description of the alteration.
*All waste and vent pipes and water supply pipes shall be supported by pipe hangers.The hangers shall be installed
4-'. .-
at a maximum spacing of 4 feet.All vertical runs are to be supported as required by local and State Codes.
3/4"CWTo existing water CURTOIMPROVEMENTS
supply system —s�CC - - — - - * Pressure Test all waste and vent piping at the completion of rough in.Tightly close all openings in the piping system, "- r Condon n d�n E n i n e e ri n
3/4"HW and fill with water to a point of overflow,but not less than 10 foot head of water.The water level is to remain level for a Scale: 1/4"= g g Country Route 48
minimum of 15 minutes to be considered leak free. u9 3
SUPPLY PLUMBING RISER DRAWING- Drawn by:JJC 1755 Sigsbee Road Peconic, New York OF
*All foundation wall penetrations are to be sealed with concrete and water proofed on the exterior side of the penetration. Mattituck,New York 11952
Water supply and gas line penetrations are to be equipped with sleeves. (631)298-1986 (631)298-2651 Fax PROPOSED FLOOR
Date: 3/31/2010 www.condonengineedng.com
PLANS 6
NEW CEDAR SHINGLE
ROOF NEW CEDAR SHINGLE
ROOF
TW3046'
TW3046*
NEW SIDING TO
MATCH EXISTING
NEW ANDERSON
DOUBLE GLAZED NEW ENTRY DOOR
WINDOW(TYP.)
TW24310 TW24310 TW3032 TW3032 4"MIN.OP NTNG
PS51168R
0
ih
NEW CMU
FOUNDATION
NORTH ELEVATION
NEWCMU SOUTH ELEVATION
FOUNDATION
NEW CEDAR SHINGLE
ROOF
-- - TW24310 - —
NEW ENTRY DOOR
to
c')
TW3836 TW2432 TW2432 TW2832-2 TW2832-2 TW2432 TW2432 TW3836
NEW ANDERSON NEW ANDERSON
DOUBLE GLAZED RAISE BUILDING APPROX. DOUBLE GLAZED NEW SIDING TO
WINDOW(TYP.) 24'TO ALLOW FOR WINDOW(TYP.) MATCH EXISTING
DRAINAGE
NEW CMU
FOUNDATION
NEWCMU—Y— WEST ELEVATION
FOUNDATION
EAST ELEVATION
REVISIONS
Of NEwh
o0
cry
Ilk '
Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State
Education Law,Article 145,Section 7209,for an acting
�� C5
y person unless under the
direction of a licensed Professional Engineer,Architect or Land Surveyor,to after any
item in any way.If an item bearing the seal of an Engineer,Architect or Land Surveyor
is altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item 0
his1her seal and the notation'Altered by'followed by his/her signature and the date of
such alterations,and a specific description ofthe alteration-
CURTO IMPROVEMENTS
Scale: 1/4"= 1n-0� Condon Engineering, P.C. Country Route 48 4
Drawn by:JJC 1755 Sigsbee Road Peconic, New York OF
Mattituck,New York 11952
(631)298-1986 (631)298-2651 Fax PROPOSED BUILDING
Date: 3/31/2010 www.condonengineering.com
ELEVATIONS 6
Foundation Notes:
The contractor is to verify all measurements in the field and any discrepancies are to be brought to the attention of the Engineer prior to construction.
1. All concrete 3,500 psi after 28 days minimum.
2. All rebar ASTM A-615 Grade 60.
3. Footings are to be installed on undisturbed virgin soil. The bottoms of all footings are to be installed a minimum of 3'below grade unless indicated
otherwise.
4. All mortar or masonry construction shall conform to the requirements of ASTM-270.
5. All masonry units shall be lightweight concrete masonry units C.M.U.,fm=1500 psi minimum.
6. Mortar shall be portland cement type'm'or's'.
7. All masonry walls shall be constructed with galv.wall reinforcing. Reinforcing to be heavy-duty truss-type,9 gauge and placed at each second
course vertically and to be the width recommended by the manufacturer. Reinforcing shall be ASTM 615 Grade 60.
8. The Engineer is to be contacted if unacceptable or questionable soil is encountered during excavation.Unacceptable soil is soil containing clay and/or
organic material.
9. Install isolation joints along foundation walls and at column and other floor penetrations.
10. Foundation excavation is not to be back filled prior to the existing building being lowered onto the new foundation.
11. Backfill along foundation walls is to be clean material and is to be mechanically compacted in 6"lifts to 95%of maximum dry density.
Framing Notes:
The contractor is to verify all measurements in the field and any discrepancies are to be brought to the attention of the Engineer prior to construction.
Wood Framing
1. All lumber is to be No.2 or better Douglas Fir Larch(N)with the following minimum specifications:
Fb=825 psi
Fv=95 psi
Fc perp=625 psi
E=1,600,000 psi
2. All Laminated Veneer Lumber is to have the following minimum specifications:
Fb=2,900 psi
Fv=290 psi
Fc perp=650 psi
E=1,900,000 psi
3. All beams fabricated with multiple Laminated Veneer Lumber boards are to be nailed/bolted in accordance With the manufacturer's specifications.
4. All straps,connectors,plates,bolts,nails,etc.are to be galvanized or stainless steel.Designated connectors,strap etc.on these drawings are made
by Simpson unless indicated otherwise.All connectors,straps etc.are to be nailed/bolted in accordance with the manufacturer's specifications.
5. All floor sheathing is to be 23/32 inch AC type plywood,tongue and groove,with an APA span rating of 48/24.Floor sheathing shall be glued and
screwed to the floor joists(6"O.C.edges and 12"O.C. field).
20'-3"
6. Solid blocking is to be installed every 8'max or mid span of all floor joists with spans exceeding 8'.
12'0 SONOTUBIE P.C.
FOOTING(IYP.)) 4X4 ACO POST(TYP.) 7. Double joists are to be installed below parallel walls.
(2)2x8 Acct (2)2x8 ACQ i 8. Blockingis to be installed at all point load bearing points.
P 9
c�
� o a 2X12 ACQ STRINGERS
9. Walls are to be framed with 2x4 inch studs spaced 16 inches O.C.unless indicated otherwise.
U
X 2X8 ACQ LEDGER WITH 518'THROUGH N - @ 16'O.C. X -
P
- - - X BOLTS @ 16'O.C.STAGGERED v v
--- ---- -- - - - - - - - - -- 2 2X8 HDR. (2)2X8 HDR. 2 2X8 HDR. 10. All joist and beam hangers and fasteners used on the exterior are to be Simpson Type 304 or 316 Stainless Steel.
® ® ® E3 IDJ ® ® - I PA (2)2X8 HDR. I I 11. All bolts nuts and washers are to be stainless steel or hot dipped galvanized.
I r - - -- ---- - - -- - - - - - --- - � I CLOSET SINK
_ _ I I ® I 20X2U � I I
r I Steel
- - - 4"P.C.SLAB I I a
2X8 FJ @ 16'O.C. 2X8 FJ @ 16"O.C.
IWco
I I I 1 -All steel is to be ASTM Specification A-36
UP i (� ( N v' v I I I 2-All bolted connections are to be made with A-325 bolts.
W I I I I 4-Round columns are to be ASTM Specification A500.
® I $"WIDE CMU WALL ON m (00
I L - J A 8"X 16"P.C.FOOTING PA j J LOAD BEARING
- -- ® I - WALL ABOVE I I O O I
J
J
I x I o
_ I
1 33'X 33"X 12"P.C.FTG. ( I co Z =
co
NO REBAR_\ ' I I N ¢ N
3112"0 STL.PIPE v I ® N O
l I COLUMN(Tl'P.) o
( I J 0 v
I . _ _ _ I_ _I _ _ __ j o 12�s
(3)1 3/4"X 91/4"LVL BEAM DROPPEd I ® I I I 2X
1= L _ _-) PA PA o d
= I = = X
�? I
F° IIII I I II INN N_N
N
` co
X10 RIDGE q
2X6 FJ I XLL@ 16"O.C. o 4"P.C.SLAB la Pim PA PA ® TJ
I I N
2X8 AC(7 I - J I ® < 2X1
Design Loads:
l J N J w I o X8 RR @ 16"O.C.
cli III com I �
co � I I g
0 C3I I xZ i � N � I I X N x
U UJ I �' W 33"X 33"X 12"P.C.FTG. '� �:, I �' `�
N Z N -Roof -Live Load-30 psf
X I I NOREBAR�- I v� I ® j aFO v I I I
Based on ASCE-7
3112'0 STL.PIPE I I m (3)2X8 BEAM FLUSH -Dead Load-15 psf
r I COLUMN(TYP.)
I LL
ce
(3)1 3/4"XI91/4"LVL B J DROPPED I I = +I o
Ipsf
JJ > -1st Floor -Dead Load 40 psf
I
I I 2X8 ACQ LEDGER WITH 5/8"THROUGH
BOLTS @ 16"O.C.STAGGERED 2nd Floor -Live Load-30 psf
`v
I Cl) N I I I -Dead Load-15 psf REVISIONS
4"P.C.SLAB I I N
IEMI 2x8 FJ @ 16'O.C. -2X8 FJ @ 16'O.C. I I I -Wind Loads -120 mph-ASCE-7
of
L - - -- -- -- -- - - -- -- -- -- � I 2 2x qh=50.3psf(Exp.D) 'IL J-c V� 10
(2)2X8 HDR. PA PA ( ) 8 HDR. I 2 2 8 HDR. I �r �r1 O ,A
® ® ® 0 ® ® -Roof wind load-66.4 psf Zone 2,3 a y ;�.
- - -- - -- -- -- - - - - (2)13/4"X71/4'LVL HDR. TJ -Wall wind load-61.8 psf Zone 4 jco
-Wall wind load-74.2 psf Zone 5
• � e
NOTE:
Design Criteria-NYS Residential Code R301.2.1.1 and utilized F
DJ=DOUBLE JACK STUD the methods and procedures stipulated in Chapter Engineered F A0 SStQN���a
TJ=TRIPLE JACK STUD Design and Chapter 3 Prescriptive Design in the American Forest
PA=POST ABOVE and Paper Association Wood Frame Construction Manual for One
FOUNDATION AND FIRST FLOOR FRAMING PLAN 2ND FLOOR FRAMING PLAN ROOF FRAMING PLAN and Two Family Dwelling Units-High Wind Addition and ASCE 7.
CURTO IMPROVEMENTS
Scale: 1/4" = 1'-0" Condon Engineering, P.C. Country Route 48
Plans are prepared by Condon Engineering,P.C.It is a violation of the New York State 1755 Sigsbee Road Pecon is New York O
Education Law,Article 145,Section 72(19,for any person unless acting under the Drawn by:JJ C. '
direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any Mattituck,New York 11952
item in ,tway.If an Rem bearing the seal of an Engineer,Architect,or Land Surveyor (631)298-1986 (631)298-2651 Fax PROPOSED F RA M I N G
is altered,the ahedng Engineer,Architect,or Land Surveyor shall affix to the Mem
hismerseal and the notation'Alteredby'followed by hislhersignature and the data of Date: 3/31/2010 www.condonengineering.c:om
such alterations,and a specific description of the alteration.
PLANS
I
Table 3.1 Nailing Schedule(Wood Framed Construction Manual 2001 SBC High Wind Edition,Page 110)
Joint Description Number of Nails Nail Spacing ROOF NAILING 8" 16"
Rafter to Top Plate(Toe-nailed) 4-8d per rafter (3)1314'X 71/4"LVL
Ceiling Joist to Top Plate(Toe-nailed) 4-8d per joist 5/8"0 Bolts
Ceiling Joist to Parallel Rafter(Face-nailed) 8-16d each lap
Ceiling Joist Laps Over Partitions(Face-nailed) 8-16d each lap — — 2" — — — —
Collar Tie to Rafter(Toe-nailed) 2-10d per fie
Blocking to Rafter(Toe nailed) 2-8d each end — — 2' — — FRAMING
Rim Board to Rafter End Nailed 2-16d each end
WALL FRAMING 3'No.8 SCREWS 12'O.C. LIGHT WOOD-FRAME WALL SIMPSON LSTA36
Top Plate to Top Plate(Face-nailed) 2-16d(1) per foot Two 1/4"A36 Steel Flitch Plates L3Y;
Top Plates at Intersections(Face-nailed) 4-16d joists-each side STRAP
Stud to Stud(Face-nailed) 2-16d 24"D.C. WASHER(TYP.)
Header to Header(Face-nailed) 16d 16"D.C.along edges
Top or Bottom Plate to Stud(End Nailed) 2-16d per 2x4 stud FLITCH BEAM DETAILS y PLYWOOD
3-16d per 2x6 stud GLASS
4-16d per 2x8 stud SCALEI"=1'-0" Typical Window and Door Header
Bottom Plate to Floor Joist,Band Joist,End joist or Blocking(Toe-nailed) 2-16d(1,2) per foot PLASTIC-COATED PERMANENT WOOD Strapping Detail Each Corner
FLOOR FRAMING
SCREW ANCHORS
Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d per joist GLASS NTS
Bridging to Joist(Toe-nailed) 2-8d each end
Blocking to Joist(Toe-nailed) 2-8d each end
s"PLYWOOD
Blocking to Sill or Top Plate(Toe-nailed) 3-16d each block FRAMING
Ledger Strip to Beam(Face-nailed) 3-16d each joist SEE
Joist on Ledger to Beam(Toe-nailed) 3-8d per joist DETAIL
A
Band Joist to Joist(End-nailed) 3-16d per joist
Band Joist to Sill or Top Plate(Toe-nailed) 2-16d(1) per foot
ROOF SHEATHING WASHER(TYP.)
Structural Panels 8d (Detail sheet S-2)
PLYWOOD OPENINGS PROTECTION; RAFTERS
THICKNESS DEPENDS ON WINDOW CEILING SHEATHING \-3*No.8 SCREWS 12"O.C. OPENING WIDTH(I)
Gypsum Wallboard I 5d coolers 7"edge/10"field DETAIL A-TYPICAL ATTACHMENT OF
VNALL SHEATHING PLYWOOD OPENINGS PROTECTION TO V-CUT SHEAR BLOCKING
WOOD-FRAME BUILDING
Gypsum Wallboard 5d coolers 7"edge/10"field NOTE: IN LIEU OF SCREWS,LUGS
FLOOR SHEATHING
Alternate to 120 MPH Certified WITH NUTS AND WASHERS MAY BE
Structural Panels USED
1"or less 8d 6"edge/12"field Simpson LSTA30 Ridge Window Installation 2X TRIM BOARD FOR SHEAR BLOCKING(BETWEEN JOISTS).
(1)Nailing requirements are based on wall sheathing mailed 6"on-center at the panel edge. If wall sheathing is nailed 3" Strap at each Rafter FIELD TRIM TO MATCH JOIST DEPTH AT OUTER EDGE OF
on-center at the panel edge to obtain higher shear capacities,nailing requirements for structural members shall be Plywood Panel Window a n d Door WALL OR LOCATE ON WALL TO MATCH JOIST DEPTH.
doubled,or alternate connectors,such as shear plates"shall be used to maintain load path. Protection for Wood Framed
(2)When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be CONT.RIDGE VENT
reduced to 1-16d nail per foot. �.
2X10 RIDGE Buildings Y Y Y
NEW CEDAR SHINGLE ROOF N.T.S.
NEW 112'PLYWOOD SHEATHING MAXIMUM ALLOWABLE V-CUT
WITH CEDAR BREATHER
SHEAR BLOCKING AND VENTILATION HOLES
R-19 INSULATION
2X8 RR @ 16"O.C.
SHEAR BLOCKING DETAILS
NTS
12
112"GYPSUM
11
RAFTER
TOP PLATE
'
OR HEADER
O 101 O 0 101 0
Simpson MTS30 Rafter Strap 3!4'FLOORING
I
RAFTER
at each(Rafter Tail Q I 0 I (D Q I Q I 0
1
OP PLAT 2X8 FJ @ 16"O.C.
I
H2ACONNECTOR " GUTTERS WITH LEADERS
PER RAFTER STUD 1 I 1 Q
Simpson H2A Hurricane Ties SIMPSON STRONGTIE I I 3
at each Rafter Tail
HD5A WITH 5/8"X 6'TITAN O
2"CONTINUOUS SOFFIT VENT 112"GYPSUM HD AT EACH CORNER I I
I
a O 1010 0 2 0
R-15 INSULATION 1 1
.� 01010 01010
AT 32'5/8"0X MAX., ONGGALROMANCHOR
ORNERSBOLTS Nailing Zones for Roof Sheathing in 12a
AT 32"O.C. X.,12'MAX.FROM CORNERS � ;ti` g
EX.2X4 WALL STUDS 24'O.C. NEW 2X8 ACQ SILL EX.2X6 FJ @ 24'O.C.(SISTER NEW 2X8 TO EACH JOIST) MPH Peak Gust Wind Zone
2X6 RIM JOIST WALL CORNER CONNECTION
DETAIL AT FOUNDATION Zone1 Zone Zone
NOT TO SCALE Field
6"O.C. 12"O.C. 4"O.C.
SIMPSON LSTA36 s•MIN. Panel Edges 6"O.C. 6"O.C. 4"O.C.
STRAP COPPER TERMITE SHIELD
PROVIDE BEAM POCKET AT Nailing Requirements for 120 MPH,3 Sec.Peak Gust,
1"
e
°
s Thick Roof Sheathing with 8d Common Nails
SIMPSON LTP5 � SLOPE GRADE AWAY DROPPED BEAM LOCATIONS R-19 INSULATION
STRAP FROM BUILDING ROOF Sheathing (t Nailin Details REVISIONS
SCALE: 1/8"=1'-0"
Typical Wall and 8"X16'CMU WALL a a
0
Sill Strapping Detail DAMP PROOFING d a ! of Na�y
°
a
NOTE: /
Design Criteria-NYS Residential Code R301.2.1.1 and utilized �, w
DJ=DOUBLE JACK STUD
the methods and procedures stipulated in Chapter 2 Engineered �r �•' �`'
s" 4'P.C.SLAB ° TJ=TRIPLE JACK STUD Design and Chapter 3 Prescriptive Design in the American Forest
PA=POST ABOVE and Paper Association Wood Frame Construction Manual for One FFSStpNt`�'
dA and Two Family Dwelling Units-High Wind Addition and ASCE 7.
Condon Engineering, P.C. CURTO IMPROVEMENTS
16" Scale: 1/4"= 1r-o^ Count Route 48
10 MIL POLYETHYLENE VAPOR RETARDER
(2)NO.5-60 KSIRE BAR Country
S=6
EduPlanationLaare paredbe 145,s section
09,9 P.Cfor
person dationartheNewYaeState 1755 Sigsbee Road Peconic, New York
Education Law,Article 145,Section 7209,for arty person unless acting under the Drawn by:JJC
direction a a licensed Professional Engineer,Architect,a Land Surveyor,to alter any Mattituck,New York 11952 OF
TYPICAL WALL SECTION is al in any way.If an item bearing the seat of an Engineer,r shaped,a Lab Surveyor
is altered,the altering Engineer,Architect,or Land Surveyor shall aft to the item (631)298-1986 (631)298-2651 Fax
A suchaftealondthenotsion ecificerediptionlowedbyhionresgnaMeandCredateof Date: 3/31/2010 www.condonengineering.com STRUCTURAL DETAILS
SCALE: 1/2'=1'-0" such alterations,and a specific description of the alteration. 6 .
II