Application and Maps Area Variance [ZSAapproved: September 212016)
General Information
Tax Parcel ID Number: 308.16-1-55, 56, 58&61
Zoning District: CLI
Detailed Description of Project [include current&proposed use]:
Current Use: A-1 Treeworks at 308 Corinth Road&C&J Automotive at 310 Corinth Road
Proposed Use: New firewood processing facility,raw wood storage yard,wood chip storage yard&on grade vehicle parking area
Location of Project: 308&310 Corinth Road
Applicant Name: Mailing Address
Seaton Property Holdings LLC 339 Clendon Brook Road
Home Phone City, State,Zip
Queensbury NY 12804
Work Phone Cell Phone
518-792-5602 518-796-1316
E-Mail: FAX No.
seatonmartin@hotmail.com
Agent's Name: Mailing Address
Ethan Hall-Rucinski Hall Architecture 134 Dix Ave
Home Phone City, State,Zip
Glens Falls NY 12801
Work Phone Cell Phone
518-741-0268 518-260-2888
E-mail FAX No.
ephall@nycap.rr.com 518-741-0274
Owner's Name Mailing Address
Same as Applicant
Home Phone City, State,Zip
Work Phone Cell Phone
E-mail FAX No.
Page t
Area Variance [ZBAapproved: September 2120161
Site Develo ment Data
Area/Type Existing sq.ft. Proposed Total sq.ft.
Additions .ft.
A. Building footprint
8,993 SF 15,000 SF 23,993 SF
B. Detached Garage
4,323 SF 4,323 SF
C. Accessory Structure(s) 1,200 SF 1,200 SF
D. Paved, gravel or other hard surfaced area
52,425 SF 79,227 SF 131,652 SF
E. Porches/Decks
F. Other
G. Total Non-Permeable [Add A-F] 65,741 SF 95,427 SF 161,168 SF
H. Parcel Area [43,560 sq. ft./acre] 415,413 SF 415,413 SF
1. Percentage of Impermeable Area of Site [I=G/H] 15.83% 38.80%
Setback Requirements
Area Required Existing Proposed
Front Yard [I] 50'-0" 46'-4" 492'-3"
Front Yard[2]
Shoreline 75'-0" NA NA
Side Yard [l] 30'-0" 22'-7" 35'-0"
Side Yard [2] 30'-0" 35'-0" 35-0"
Rear Yard [1] 30'-0" 871'-4" 344'-7"
Rear Yard[2]
Travel Corridor
Height[maximum] 60'-0" 35'-0" 40'-0"
Permeability 30% 85.38% 62.41%
Number of parking spaces varies 18 30
Page 2
Area Variance [ZBA approved: September 21 2016]
Additional Project Information
1. Will the proposal require a Septic Variance from the Town Board of Health? No
2. If the parcel has previous approvals,list application number(s): SP65-2013
3. Does thisro'ect require coverage under the New York State Pollutant Discharge Elimination System(SPDES)Permit
Program?NYes/F✓No
4. Estimated project duration: Start Date: 51217 End Date: 912017
5. Estimated total cost of project: $150,000
6. Total area of land disturbance for project: 1 sa,000 sF{3.5 Acres}
Floor Area Ratio Worksheet
FLOOR AREA RATIO (FAR) --The relationship of building size to lot size, derived by dividing the total building floor
area by the lot size in square feet,yielding a percentage.
Zoning District Symbol Floor Area Ratio [FAR]
Waterfront Residential WR 0.22
Commercial Moderate I Commercial CM/CI 0.3
Intensive
A. The combined area of all square footage, as measure from exterior walls of all structures on the property, including all
floors of the structures, garages, basements and attics with more that) five (5) feet of ceiling height and covered
porches. Building square footage does not include: Open deck, docks and that portion of covered docks extending
over water and one storage shed of one hundred twenty (120) square feet or less. Any additional sheds will be
included. (See"FLOOR AREA RATIO").
B. Commercial or industrial: the total area in square feet as measured from the exterior of the outside walls of a building
or structure, and when applicable,the sum total of all floor areas of the principal and accessory buildings or structures
on the project site.
Parcel Area sq.ft.
Existing Floor Area sq. ft. see above definition)
Proposed Additional Floor Area
Proposed Total Floor Area sq. ft.
Total Allowable Floor Area Area x see above table
Page 3
Area Variance [ZBA approved: September 2120161
Compliance with Zoning Ordinance
Requesting relief from SECTION: 179-3-040
Need relief from the requirement(s)listed below which can not be met by the project as proposed.
[Check all that apply] [::betback QBuffer ZoncOLot Width Q✓ Other Minimum iot size
The following questions reflect the criteria for granting this type of variance. Please complete them; use additional sheets if
needed.
I. Whether an undesirable change will be produced in the character of the neighborhood or a detriment to
nearby property will be created by the granting of this area variance?
No -this is a firewood processing facility in a CLI zone and is consistent with the approved uses in the
CLI zone.
2. Whether the benefit sought by the applicant can be achieved by some method, feasible for the applicant
to pursue, other than an area variance?
No -the Zoning Office has determined that this use is a sawmill which requires a 100 acre minimum lot
size and there are no 100 acre parcels in the CLI zone
3. Whether the requested area variance is substantial?
It may be deemed to be substantial-however it is our feeling that this is a compatible use and will have
minimal impact on the surrounding neighborhood in the CLI zone
4. Whether the proposed variance will have an adverse effect or impact on the physical or environmental
conditions in the neighborhood or district?
No -efforts have been taken to reduce noise levels by putting the processing facility inside a building
with opening that only face into the lot and additional efforts have been taken to control storm water
and odor emanating from the facility other than freshly cut wood products
5. Whether the alleged difficulty was self-created?
As there are no 100 acre parcels in the CLI zone it is hard to say that this is a self created hardship.
Page 4
Area Variance [ZBA approved: September 2120161
Section 179-14-03
Application materials and site plan drawing is to include sufficient information for the Board to review and provide a decision. The
applicant is to provide a site plan drawing(s)—a survey showing existing conditions,a proposed conditions map(see page 00 for
specific criteria)and include any other attachments that address A-D as applicable to the proposed project.
A. General Shown on Sheet#
I Title,Name,Address of applicant&person.responsible for preparation of drawing A11
2 Deed Yes
3 North arrow,Tax Map ID, date prepared and scale [minimum: 1 inch=40 feet] All
4 Boundaries of the property plotted to scale, zoning boundary C-1
5 1 Principal structures,accessory structures with exterior dimensions c-1
6 Site improvements incl. outdoor storage areas, driveways,parking areas,etc.: existing& c-1
proposed
7 Setbacks for all structures and improvements: existin &proposed e-1
8 Elevations and floor plans of all proposed and affected structures A-1 x A-2
B. Water&Sewer Shown on Sheet#
I Project sewage disposal facilities,design details,construction details, flow rates,and number of A-1
bedrooms proposed
2 Water supply [i.e.well] &septic on adjoining lots with separation distances to existing or A-1
proposed on-site water supply and septic
3 Separation distances for proposed sewage disposal system to well and water bodies A-1
4 Existing public or private water supply [well,lake, etc.]. Method of securing public or private A-1
water, location, design and construction of water supply includirIgAaily water usage
5 Percolation test location and results Tai
C. Parkin /Permeable Areas Shown on Sheet#
I Number of spaces required for project including calculations and justification: existing& c-1
ro osed
2 No. of existing parking spaces,number to be removed,number to maintain and type of surfacing c-1
material [e.g.,__,,ravel,paved]
3 Provision for pedestrian and handicap access and parking: existing&proposed c-1
4 Design details of ingress,egress, loading areas and cutting: existing&pmposed c-1
5 Location and character of green areas [existing and proposed],modification to green area,buffer c-1
zone to remain undisturbed
6 Li htin , location and desi of all existing and proposed outdoor lighting c-1
D. Additional Site Development and Miscellaneous Shown on Sheet#
1 On-site&adjacent watercourses, streams,rivers, lake and wetlands NA
2 Utility/energy distributions stem as,electric,solar,telephone]: existing& ro osed G1
3 Location,design and construction details of all existing and proposed site improvements e-1
including: drains,culverts,retaining walls,fences,fire&emergency zones and hydrants,etc.
4 Square footage of bldg. area proposed for office, manufacturing, retail sales or other commercial NA
activities. existing& proposed
5 Signage: Location,size,type, design and setback: existing&proposed c-1
6 Waiver Request: provide letter with application requesting any waivers. please reference Yes
specific items
7 Commercial/Industrial Development requires submission of Landscaping, Stormwater c-1
Management, Gradin &Lighting flans
8 Identification of Federal, State or County permits required for the project together with a record NA
of application for all necessary permits
Page 5
Signature Page
This page includes the 1.)Authorization to Act as Agent Form:2_) Engineering Fee Disclosure; 3.)Authorization for Site
Visits; 4.) Other Permit Responsibilities; 5.) Official Meeting Disclosure and 6.) Agreement to provide documentation
required.
OWNER'S AGENT FORM:
Complete the following if the OWNER of the property is not the same as the applicant
Owner
Designates:
As agent regarding, []Variance =Site Plan =Subdivision
For Tax Map No.: Section =Block 0 Lot
Deed Reference: Q Book =Page Q Date
OWNER SIGNATURE: DATE:
APPLICANT'S AGENT FORM:
Complete the following 9 the APPLICANT is unable to attend the meeting or wishes to be represented by another parry
Owner: Martin Seaton
Designates: MULAPSKI Mall mrtAIRUCture
As agent regarding: =Variance 0 Site Plan [] Subdivision
For Tax Map No_: =Sectl [� Block Lot
Deed Reference: 0 B CJ Page [] Date /
APPLICANT SIGNATURE: DATE: 14 Apee 2016"'
2.) ENGINEERING FEE DISCLOSURE: Applications may be referred to the Town consulting engineer for review of septic design,
storm drainage, etc. as determined by the Zoning or Planning Department. Fees for engineering review services will be charged
directly to the applicant. Fees for engineering review will not exceed$ 9,000 without notification to the applicant.
3.) AUTHORIZATION FOR SITE VISITS: By signing this page and submitting the application materials attached herein, the Owner,
Applicant, and his/her/their agent(s) hereby authorize the Zoning Board or Planning Board and Town Staff to enter the subject
properties for the purpose of reviewing the application submitted.
4.) OTHER PERMIT RESPONSIBILITIES: Other permits may be required for construction or alteration activity subsequent to approval
by the Zoning Board or Planning Board. It isthe applicant's responsibility to obtain any additional permits.
5.) OFFICIAL MEETING MINUTES DISCLOSURE: It is the practice of the Community Development Department to have a designated
stenographer tape record the proceedings of meetings resulting from application, and minutes transcribed from those tapes constitutes
the official record of all proceedings.
6.) AGREEMENT TO PROVIDE DOCUMENTATION REQUIRED: [,the undersigned, have thoroughly read and understand the
instructions for submission and agree to the submission requirements, I acknowledge no construction activities shall be commenced
prior to issuance of a valid permit. I certify that the application, plans and supporting materials are a true and complete
statementldescription of the existing conditions and the work proposed, and that all work will be performed in accordance with the
approved plans and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my
agents, will obtain a certificate of occupancy as necessary. I also understand that 11we may be required to provide an as-built survey by
a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy
I have*��gree to the above.
Martin Seaton / Ae Zo/.1
4gonnatu
re A lira Print Name [Applicant] Date signed
Ethan P. Hall �B/6
re [Agent] Print Name [Agent] Date signed
Site Plan Review Revised June 2016
Town of Queensbury Planning Office- 742 Bay Road Queensbury, NY 12804 -518-761-8220
9
Pre-Submission Conference Form [179-9-440]
1. Tax Map ID 308.16-1-55,66,58 & 61
2. Zoning Classification CLI ` °MPC {
3_ Table of Allowed Cases b subjectto Site Plan Review
ft
4. Ordinance Section# 'o�I
5. Pre-Submission Meeting Notes-, Outstanding Items To BeAddressed Include:
Deed Q Yes Q Na
General Information complete Yes Q No
Site Development Data Complete [a'Yes Q No
Setback Requirements Complete Yes Q No 7
Additional Project Information Complete I Yes No
*Coverage under DEC SWPPP Program [vf Yes Q No
FAR Worksheet complete 0 Yes Q No
Standards addressed Q Yes Cff No
Checklist kems addressed Yes �No
Environmental Form completed RYes VN
o
Signature Page completed Q Yes o
C c� POWscans ( ic C, l �( s
/
nj re (Do
rode
� � �C.1i 0.
61,
P(-�J &Stoll
C)
Ll
Applicant must rovEde office with Notice of Intent NOi - SWPPP Acceptance Form. DEC letter issuing ermit
number: Notice of Termination (NOT)'
I (}
Staff Representative: CA,7
Applicant I Agent: 71,
�l r
Date: t� C Y,
Site Plan Review Revised June 2016
Town of Queensbury PlanningOfFice-742 Say Road-Queensbury, NY 12804 518-761-8220
8
Short Environmental Assessment Foran
Part I -Project Information
Instructions for Com letin
Part 1-Project Information. The applicant or project sponsor is responsible for the completion of Part 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 1 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.
Part I-Project and Sponsor Information
Name of Action or Project:
A-1 Treeworks-New Wood Processing Facilitry
Project Location(describe,and attach a location snap):
348&310 Corinth Road,Queensbury NY 12804
Brief Description of Proposed Action:
Construction of a new 75'x 2004 wood framed pole barn for firewood processing and the development of 3.5 acres of currently vacant land for
firewood processing and bulls log storage.
Name of Applicant or Sponsor: Telephone: 518-792-5602
Seaton Property Holdings LLC
E-Mail: seatonmartin@hotmail.wm
Address:
339 Ciendon Brook Road
City/PO: State: Zip Code-
Queenbury New York 12804
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:
Town of Queensbury Building Permit,NYS DEC atormwater Permit ❑
3.a.Total acreage of the site of the proposed action? 9.54 acres
b. Total acreage to be physically disturbed? 3.5 acres
c.Total acreage(project site and any contiguous properties)owned
or controlled by the applicant or project sponsor? 9.54aeres
4. Check all land uses that occur on,adjoining and near the proposed action.
[❑Urban ®Rural(non-agriculture) QJ Industrial m Commercial ®Residential(suburban)
❑Forest OAgriculture [Aquatic ED Other(specify):
❑Parkland
Page I of 3
5. Is the proposed action, NO YES N!A
a.A permitted use under the zoning regulations? ❑—2f ❑
b.Consistent with the adopted comprehensive plan? ❑ R1 ❑
6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES
landscape? ❑ R1
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 YES
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:
However the new building will be unheated and is strictly for the protection of the equipment from the weather ❑
10. Will the proposed action connect to an existing public/private water supply? NO YES
If No,describe method for providing potable water: ❑ 1
11.Will the proposed action connect to existing wastewater utilities? NO YES
If No,describe method for providing wastewater treatment: El
will be no plumbing inside the new facility
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 VVF�_,
wetlands or other waterbodies regulated by a federal,state or local agency?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
Wtland ❑Early mid-successional
El e
❑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? ❑ Z
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 in sources? NO YES
If Yes,
a.Will storm water discharges flow to adjacent properties? ❑✓ NO []YES ❑
b.Will storm water discharges be directed to established conveyance systemsrunoff and storm drains)?
If Yes,briefly describe: Lyn NO ❑YES
Page 2 of 3
1$_Does the proposed action include construction or other activities that result in the impoundment of NO YES
water or other liquids(e.g.retention pond,waste lagoon,dam)?
If Yes,explain purpose and size:
19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES
solid waste management facility?
If Yes,describe: ❑
20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES
completed)for hazardous waste?
If Yes,describe: ❑
I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY
KNOWLEDGE
Applicant/sponsor u •Ethan P_Hall-ArchitectAgent for the Applicant Date:December 9,2016
Signature:
PRINT FOR Page 3 of 3
EAF Mapper Summary Report Friday, December 09, 2016 7:48 AM
_ Disdaimer: The EAF Mapper is a screening tool intended to assist
2^:2 R` 1 pram spoors and reviewing agencies in preparing an environmental
3 ' i assessment form(EAF).Not all questions asked in the EAF are
�^ qv -,i 1 answered b th
E
3�$,-(2L�,_g�.. �-_-^' :,.�� ,---i y e ff1F Mapper.Additional information on any FBF
t--; �r3. `!-2230 question can be obtained by consulting the EAF Workbooks. Although
t Z.y 2-2, g,r the EAF Mapper provides the most up-to-date digital data available to
-21-1 4 { DEC,you may also need to contact local or other data sources in order
�• fi.'i'3-1-41 2-5{ _i3{Ft-1' k to obtain data not provided by the Mapper.Digital data is not a
30&163-1-42 ,��-12
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substitute for agency determinations.
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Part 1 /Question 7 [Critical Environmental No
Area]
Part i /Question 12a [National Register of No
Historic Places]
Part 1 /Question 12b [Archeological Sites] Yes
Part 11 Question 13a [Wetlands or Other No
Regulated Waterbodles]
Part 1 /Question 15['Threatened or Yes
Endangered Animal]
Part 1 /Question 16 [100 Year Flood Plain] Digital mapping data are not available or are incomplete. Refer to EAF
Workbook.
Part 1 /Question 20[Remediation Site] No
Short Environmental Assessment Form - EAF Mapper Summary Report
z
Agency Use Only[If applicable]
Project.•
Date:
Short Environmental Assessment Form
Part 2-Impact Assessment
Part 2 is to be completed by the Lead Agency.
Answer all of the following questions in Part 2 using the information contained in Part I 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
1. Withe 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? ❑ ❑
3. Will the proposed action impair the character or quality of the existing community? ❑ ❑
4. Will the proposed action have an impact on the environmental characteristics that caused the
establishment of Critical Environmental Area(GEA)? ❑ ❑
S. Will the proposed action result in an adverse change in the existing level of traffic or ❑ F]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?
7. Will the proposed action impact existing: ❑ ❑
a.public/private water supplies?
b.public/private wastewater treatment utilities? ❑ ❑
S. Will the proposed action impair the character or quality of important historic,archaeological, El El
or aesthetic resources?
9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands,
waterbodies,groundwater, air quality,flora and fauna)? ❑ ❑
10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage ❑ Elproblems?
11. Will the proposed action create a hazard to environmental resources or human health? ❑ ❑
PRINT FORM Pagel oft
Agency Use Only[If applicable]
Project: I
Date:
Short Environmental Assessment Form
Part 3 Determination of Significance
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 and an
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.
Name of bead Agency Date
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 FORM Page 2 oft
Ate* WARREN COUNTY—STATE OF NEW YORK
ruJ PAMELA J.VOGEL,COUNTY CLERK
9340 STATE ROUTE 9,
LAKE GEORGE, NEW YORK 12845
COUNTY CLERK'S RECORDING PAGE
—THIS PAGE IS PART OF THE DOCUMENT-DO NOT DETACH—
Recording:
Cover Page 5.00
Recording Fee 35.00
Cultural Ed 14.25
Records Management - Coun 1.00
Records Management - stat 4.75
BOOK/PAGE: 4852160 TP584 5.00
/ RP5217 Residential/Agricu 116.00
INSTRUMENT #: 2013-7715 RP5217 - County 9.00
Receipt#: 2013311239 sub Total :
Clerk: LB 190.00
Rec Date: 09/17/2013 09: 54: 52 AM Transfer Tax
Doc Grp: RP Transfer Tax - State 1116.00
Descrip: DEED
Num Pgs: 4 Sub Total : 1116.00
Rec'd Fran: EDWARD S HADDAD
Partyl: GARAFALO GREGORY Total : 1306.00
Party2: SEATON PROPERTY HOLDINGS LLC NOTICE: THIS IS NOT A BILL ****
Town: QUEENSBURY
***** Transfer Tax *****
Transfer Tax #: 327
Transfer Tax
Consideration: 279000.00
Transfer Tax - State 1116.00
Total : 1316.00
WARNING***
I hereby certify that the within and foregoing was
recorded in the Warren County Clerk's ice, State
of New York.
This sheet constitutes the Clerks endorsement
Record and Return TO: required by Section 316 of tate Real Property Lawof
the State of New York.
3AMES R DAVIES ESQ Pamela J.Vogel
27 PEARL. STREET Warren County Clerk
Po Box 2002
GLENS FALLS NY 12801
K
'K: 4852 PG: 160 09/17/2013 DEED Image: 2 of 4
N.Y.DEED.WARRANTY with Lien Covenant
THIS INDENTURE,made the 7fdayofjV7�, /- rw—o Thousand Thirteea,
LBETWEEN: GREGORY GARAFALO,residing at 308 Corinth Road,
000 Queensbury,New York,
party of the first part,and
SEATON PROPERTY HOLDINGS,LLC,having an address
of 339 Ctendon Brook Road,Queensbury,New York,
r^:
party of the second part,
WITNESSETH that the party of the first part,in consideration of ONE DOLLAR
AND 001100(s1.00)lawful money of the United States,paid by the party of the second part,
does hereby grant and release unto the party of the second part,his heirs and assigns forever,all
that piece and parcel of real property situate at 308 Corinth Road in the Town of Queensbury,
i j;y Warren.County,New York,designated on the Warren County Tax Map as No.308.16-1-61 as
said premises are more particularly described in Schedule A annexed hereto.
TOGETHER with the appurtenances and all the estate and rights of the party of
the first part in and to said premises.
TO HAVE AND TO HOLD the premises herein granted unto the party of the
second part,his heirs and assigns forever,
AND said party of the first part covenants as follows:
FIRST,That the party of the second part shall quietly enjoy the said premises;
SECOND,That said party of the first part will forever WARRANT the title to said
premises.
TfERD,That,in compliance with See. 13 of the hien Law,the grantor will receive
the consideration for this conveyance and will hold the right to receive such consideration as a
trust fund to be applied first for the purpose of paying the cost of the improvement and will apply
the same first to the payment of the cost of the improvement before using any part of the total of
the same for any other purpose.
IN WITNESS WHEREOF,the party of the first part has hereunto set his hand and
seal the day and year first above written.
IN PRESENCE OF
S.
GREGO ARAFAL
3K: 4852 PG: 160 09/17/2013 DEED Image: 3 of 4
STATE OF NEW YORK )
)ss.:
COUNTY OF WARREN )
On the 2!F day of in the year 2013 before me,the undersigned,a Notary
Public in and for said State, nally appeared GREGORY GARAFALO,personally known
to me or proved to me on the basis of satisfactory evidence to be the individual whose name is
subscribed to the within instrument and acknowledged to me that he executed the same in his
capacity,and that by his signature on the instrument,the individual,or the persons upon behalf of
whom the individual acted,executed the instrument.
N C
Notary dhfic Stat
DWarren 0, a�aff Naw Y
Drk
This document prepared by:
aor�
JAMES R DAVIES
Attorney at Law
27 Pearl Street
P O Box 2002
Glens Falls,New York 13.901
3Ft: 4852 PG_ 150 09/17/2013 DEED Image: 4 of 4
Schedule A
All that certain puce or parcel of land situate,lying and being%the Town of �((
Clueensbury,Countyof Warren and the State of New Yodr,more particularly hounded and i
described as follows:SMtJN1fIfG at an iron rod tnund in the ground for a copier in the
northerly bounds of Corinth Road atthe southwest comer of lands of Debrah Parker as
described In book 1206 of deeds at page 242;running thence North 94 degrees,52 minutes and
00 seconds West,alongthe northeriy bounds of said Corinth Road,a distance of 129.89 feet to
an iron rod found In the ground fora corner at the southeast comer of lands now orformerly of
fohn A lefties,thence running along said lands,North 05 degrees,52 minutes and 05 sacands
East,a distance of 1153.00 feet to the northeasterly carper thereof in the southerly bounds of
lands of Michael E f eba%tz;til"ce running along the same,South 84-degrees,52 minutes and
00 seconds.fast,a distance of 333.22 feet to the southeasterly mmer thereof,iih the westerly
bounds of lands now or formerly of Frank and Kathryn Whrdn&running thence South 08 t
degrees,05 minutes and 20 seconds West;,alongthe lands of said Whiting,the lands of Ward
and Dickinson,a distance of 240.55 feet;thence running South 05-degrees,52 minutes and 07
seconds Westy alongthe lands of Gravure Resources lnc Matthew and Tammy Loomis,Kathryn
Brockway and Donald Palmer,Walter and Margaret Chatt ertan,Timothy McKinney,Faye
Murphy,Bradley and Mary Winslow,Leslie and Gladys Foss and said lands ofDebrah Parker,a
distance of 822.75 feetto the point and place of beginning,containing 3.44 acres of land to be
the same more or less.
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TOGE'1•f M with ell rigba,tithe and irRazst of the patty oftbe first part of;in and to the land
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WARREN COUNTY-STATE OF NEW YORK
'ys PAMELA J.VOGEL.,COUNTY CLERK
1 1340 STATE ROUTE 9,
- LAKE GEORGE,NEW YORK 12845
COUNTY CLERK'S RECORDING PAGE
--THIS PAGE IS PART OF THE DOCUMENT–DO NOT DETACH—
Recording:
Cover Page 5.00
Recording Fee 40.00
Cultural Ed 14.25
Records Management - Coun 1.00
Records Management - Stat 4.75
TP584 5,00
BOOK/PAGE: 5439 / 143 RP5217 - County 9.00
INSTRUMENT #: 2016-6924 RP5217 All others - State 241,00
Receipt#: 2016413419 sub Total : 320.00
clerk: TR
Rec Date: 10/13/2016 10:46:45 AM Transfer Tax
Doc Grp: RP Transfer Tax - state 1780.00
Descrip: DEED
Num Pgs: 5 sub Total : 1780.00
c
Red Frm: LAKE GEORGE TITLE
Partyl: MILES JOHN A Total : 2100.00
Partyl: SEATON PROPERTY HOLDINGS LLC NOTICE: THIS IS NOT A BILL *¢**
Town: QUEENSBURY
Transfer Tax *****
Transfer Tax #: 61.6
Transfer Tax
Consideration: 445000.00
Transfer Tax - state 1780.00
Total : 1780.00
WARNING***
I hereby certify that the within and foregoing was
recorded in the Warren County Clerk's Office,
Record and Return To: State of New York.
This sheet constitutes the Clerks endorsement
required by Section 316 of the Real Property Law
MEYER & FULLER PLLC of the State of New York_
161 OTTAWA STREET Pamela I Vogel
LAKE GEORGE NY 12845 Warren County Clerk
BK: t4.39 eG: 14:1 10/13/2U16 DEED Image: 2 of 5
a �
WARRANTYDEED WITH LIEN COVENANT
6 ! DATE OF DEED:
GRANTOR: JOHN A.MILES
i. 312 Corinth Road
Queensbury,New York 12804
RS Ah F.E: SEATON PROPERTY HOLDINGS,LLC
339 Clendon Brook Road
Queensbury,New York 12804
THIS WARRANTY DEED made between Grantor and Grantee on the deed date stated
above WITNESSES THAT GRANTOR in consideration of
----_-_-----_-------One Dollar
lawful money of the United States and other good and valuable consideration,paid by Grantee,
DOES HEREBY GRANT AND RELEASE UNTO GRANTEE and his heirs and
assigns forever all that property located at:
310 Corinth Road,312 Corinth Road and Off Corinth Road
Town of Queensbury
County of Warren
Tax Map#:3o8.16-1-58,308.16-1-55 and 3o8.16-i-56
(THE PROPERTY IS DESCRIBED MORE FULLY IN SCHEDULE A ATTACHED)
Being the same premises as described in a deed from Donald C.Smith,as Executor of
the Estate of Angelina Smith to John A.Miles dated October 3,200o,and recorded in
the Warren County Clerks Office on October 3,2000 in Book 1184 of Documents at
Page 288.
Also being the same premises as described in a deed from John A.Miles to John A.Miles
dated August 9,2oo6,and recorded in the Warren County Clerk's office on August 15,
2oo6 in Book 3014 of Documents at Page 188.
THIS GRANT IS MADE:
TOGETHER with the appurtenances and all the estate and rights of the Grantor in and
to said premises.
TO HAVE AND TO HOLD the premises granted by this Warranty Deed unto the
Grantee and his heirs and assigns forever.
AND THE GRANTOR COVENANT'S as follows:
FIRS That Grantee shall QUIETLY ENJOY said premises;
SECOND: That Grantor will forever WARRANT the title to said premises;
THIRD: THAT IN COMPLIANCE WITH SECTION 13 OF THE LIEN LAW,
Grantor will receive the consideration for this conveyance and will hold the right to
receive such consideration as a trust fund to be applied first for the purpose of paying
the cost of the improvement and will apply the same first to the payment of the cost of
the improvement before using any part of the total of the same for any other purpose.
If there are more than one Grantor or Grantee,the words"Grantor'and
"Grantee"used in this deed includes them.
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IN WITNESS OF THL9 CONVEYANCE,Grantor has executed this
WARRANTY DEED on the deed date stated above.
IN PRESENCE OF Miles
C'�(L.S.)
STATE OF NEW YORK } Jo A
COUNTY OF
On this 1-J day of October,2015 before me,the undersigned,personally
appeared John A.Miles personally]mown to me or proved to me on the basis of
satisfactory evidence to be the individual whose name is subscribed to the within
instrument and acknowledged to me that he executed the same in his capacity,and that
by his signature on the instruments,the individual,or the person u n behalf of which
the individual acted,executed this instrument.
Notary Public
MATTHEW R. LUDEMANN
NOTARY PUBLIC-STATE OF NEW YORK
Na. 02LO4829772
Gualuted In Saratoga county e-,
MY Commluion ERpues Novemhee 38,29C
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SCHEDULE A DESCRIPTION
ALL THAT TRACT OR PARCEL OF LAND situate in the Town of Queensbury,County of
Warren and State of New York briefly described as follows:
BEGINNING at a point on the northerly side of the Glens Falls-Corinth County Highway,which
point is the southeast comer of premises heretofore conveyed by Sylvia Smith to Albert Smith
and Rose Smith;thence northerly along the easterly line of said premises conveyed to Albert
Smith and Rose Smith,and in continuation of said line a total distance of 200 feet to an iron pipe
set in the ground for a corner;thence easterly on a line parallel with said highway 75 feet to an
iron pipe set in the ground for a corner;thence southerly on a line parallel with the first
mentioned line,200 feet to the northerly side of said highway,thence westerly along said
highway 75 feet to the place of beginning.
AND ALSO
ALL THAT CERTAIN PARCEL OF LAND located on the northerly side of the Corinth Road in
the Town of Queensbury,Warren County,New York,and which said parcel is more particularly
bounded and described as follows:
BEGINNING at a point in the easterly line of lands now or formerly of Lebowitz which point
lies 200 feet northerly of the Corinth Road and 75 feet westerly of the northwest corner of lands
conveyed by Silvia Smith to Donald D.Smith and Angeline Smith by deed dated August 26,
1952 and recorded in the Warren County Clerk's Office in Book 413 of Deeds at page I and
running thence easterly parallel with the Corinth Road a distance of 75 feet to the northwest
corner of said Smith(413/1);thence southerly along the lands of Smith a distance of 50 feet to a
point;thence westerly and parallel with the Corinth Road a distance of 75 feet to a point in the
easterly line of said Lebowitz;thence along the easterly line of said Lebowitz a distance of 50
feet to the point or place of beginning.
ALL THOSE CERTAIN TRACTS OR PARCELS OF LAND situate,lying and being
on the north side of the Corinth Road in the Town of Queensbury,County of Warren and State of
New York more particularly bounded and described as follows:
Parcel 1
BEGINNING at a point 65.5 feet easterly measured along the northerly side of Corinth Road
from the southeasterly comer of conveyed by Sylvia Smith to Donald D.Smith and
Angeline Smith by deed dated August 26, 1952 and recorded in the Warren County Clerk's
Office in Book 314 of Deeds at page 1,and running from thence northerly 680 feet to a point for
a corner;running thence westerly 215.5 feet to a point for a corner,the same being in the easterly
bounds of premises now or formerly of Lebowitz;running thence northerly along the easterly
bounds of lands of Lebowitz,to a point for a comer,the same being the northwesterly corner of a
Parcel of land conveyed by Wertime to Smith by deed recorded in the Warren County Clerk's
Office on December 11, 1978 in Book 619 of Deeds at page 40;running from thence easterly
along the southerly bounds of lands now or formerly of Lebowitz,236 feet to a point for a
corner,the same being the northeasterly corner of lands conveyed by Wertime to Smith as
aforesaid;running thence southerly and along the easterly bounds of lands conveyed by Wertime
to Smith as aforesaid,a distance of 1163 feet more or less to a point for a comer on the northerly
side of Corinth Road;running thence westerly along the northerly side of the Corinth Road,15
feet to the point or place of beginning.
Parcel 2
BEGINNING at a point 50.5 feet easterly from the southeasterly corner of a parcel of land
conveyed by Sylvia Smith to Donald D.Smith and Angeline Smith by deed dated August 26,
1952 and recorded in the Warren County Clerk's Office in Book 314 of Deeds at page 1,the
same being on the northerly side of the Corinth Road;and running from thence northerly 444
feet to a point for a comer;running thence westerly and parallel with the northerly bounds of
premises conveyed by Sylvia Smith to Donald D.Smith and Angeline Smith as aforesaid,200.5
feet to a point for a comer,running thence northerly along the westerly bounds conveyed by
Smith to Smith as aforesaid,a distance of 240 feet to a point for a comer;running thence easterly
and parallel with the northerly bounds of lands of Donald D.and Angeline Smith,a distance of
215.5 feet to a point or a comer,running thence southerly 680 feet to a point for a corner on the
north side of the Corinth Road,running thence westerly along the northerly side of the Corinth
Road,15 feet to the point or place of beginning.
Parcel 3
BEGINNING at a point 35.5 feet from the southeasterly comer of parcel of land conveyed by
Sylvia Smith to Donald D.Smith and Angeline Smith by deed dated August 26,1952 and
recorded in the Warren County Clerk's Office in Book 314 of Deeds at page 1,the sante being
on the northerly side of the Corinth Road;and running from thence northerly 200 feet to a point
for a corner;running thence westerly partially along the northerly bounds of premises conveyed
by Sylvia Smith to Donald D.Smith and Angeline Smith as aforesaid, 185.5 feet to a point for a
corner,running thence northerly along the westerly bounds conveyed by Smith to Smith as
aforesaid,a distance of 240 feet to a point for a comer;running thence easterly and parallel with
the northerly bounds of lands of Donald D.and Angeline Smith,a distance of 200.5 feet to a
point for a corner,running thence southerly 440 feet to a point for a corner on the north side of
the Corinth Road,running thence westerly along the northerly side of the Corinth Road, 15 feet
to the point or place of beginning.
Parcel A
BEGINNING at a point marked by an iron pipe found in or near the northerly bounds of Corinth
Road which said point is at the southeasterly comer of a parcel of land conveyed by Sylvia Smith
to Donald D.Smith and Angeline Smith by deed dated August 26,1952 and recorded in the
Warren County Clerk's Office in Book 314 of Deeds at page 1,and running from thence in a
northerly direction along the easterly lines of lands conveyed to Smith as aforesaid,a distance of
200 feet to the northeasterly comer thereof,running thence in an easterly direction and along the
northerly line of lands of Smith aforesaid,a distance of 35.5 feet to a point for a comer;running
thence in a southerly direction 200 feet more or less to a point for a comer on the northerly side
of the Corinth Road;running thence westerly along the northerly side of the Corinth Road 35.5
feet to the point or place of beginning.
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PROPERTY ZONING CLASSIFICATION: CLI - COMMERCIAL LIGHT INDUSTRIAL I zm, 9 ®0
MINIMUM LOT SIZE: 1 ACRE PER PRINCIPAL USE OR STRUCTURE QUEENSOURY
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MINIMUM LOT WIDTH: 200 FEET sZIP 12804
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TAX MAP NUMBER: 308.16-1-55,56,58 & 61
CAD FILE NAME
SETBACKS REQUIRED EXISTING ACAD\A-1 TREEWORKS\C-1 SITEPLAN
FRONT 50'-0" 46'-4" PROJECT LOCATION SCALE 1" = 40'-0"
SHORELINE 75'-0" NA NO SCALE
SIDE 30'-0" 22'-7"
REAR 30'-0" 871'-4" THE SEAL BELOW IS AN ORIGINAL SEAL DRAWN BY
MAXIMUM BUILDING HEIGHT 60'-0" 24'f AND IS IN RED INK. ONLY SEALS IN RED INK
MINIMUM PERCENT PERMEABLE 30% SHALL BE CONSIDERED TRUE ORIGINALS
84.17% DRAWING TITLE
ACTUAL LOT SIZE: 415,412.88 SF (9.54 ACRES)
ACTUAL FRONTAGE: 290'-11"
EXISTING
EXISTING SITE COVERAGE CONDITIONS 40 20 0 20 40 80 120 SITEPLAN
COMPONENT AREA PERCENTAGE
TOTAL SITE 415,413 SF 100.0%
BUILDINGS 13,316 SF 3.21%
PAVING & WALKS 52,425 SF 12.62% DRAWING No.
GREEN SPACE 349,672 SF 84.17% GRAPHIC SCALE
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I 1�1'll�l'1 �fi/ ��� .'w \\ I1 I I I d I /1 RECOMMENDATIONS AND
1 i° / \�' I I i I i I I ' 1 O p GENERALLY ACCEPTED LOCAL
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GENERAL NOTES
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INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM
LANDS N/F OF A SURVEY DRAWING PREPARED BY BOLSTER ASSOCIATES o
THE LEBOWI TZ CO., L.L.C.
❑ BOOK 1150 PAGE 54 LEGEND ro
❑
❑ - - - - - - PROPERTY LINE o
JUNK YARD FENCE ---------------------- PROPERTY LINE SETBACKS m
❑ ----------330---------- EXISTING CONTOURS
('� ❑ 330 NEW CONTOURS
1 No. DESCRIPTION DATE
Q 492'-3" STABILIZED OUTLET APRON E E E E UNDERGROUND ELECTRIC SERVICE
(PERMANENT PRACTICE) edge of woods REVISIONS V
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Lu I — — — — — /-------'' 1\ \ % I \ I i I i 1 I 1 1 p GENERALLY ACCEPTED LOCAL
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36" MIN. FENCE POST i 2"x4" WOOD STAKE, 36" MIN. FINISHED GROUND "ELEVATION" 0
WOVEN WIRE FENCE (MIN. 142 CONSTRUCTION SPECIFICATIONS: Q
WOVEN WIRE FENCE MIN. GAUGE, MAX. 6" MESH SPACING LENGTH WITH 2"x4" FRAME - - - - - - - - -
( ) 1. FILTER FABRIC SHALL HAVE AN EQUIVALENT OPENING SIZE OF 40-85. �
14'-2 GAUGE, MAX. 6" 10' MAX. CENTER-CENTER WITH FILTER CLOTH COVER AROUND THE CREST FOR I I I I I I I I I I I I I I I I I I I I I I II I I I I I I I I I I a
BURLAP MAY BE USED FOR SHORT TERM APPLICATIONS.
OVER FLOW STABILITY
MESH SPACING) WITH _ _ _ _ _ _ 2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS o
FILTER CLOTH COVER ARE NEEDED THEY WILL BE OVERLAPPED TO THE NEXT STAKE. "TOP" ELEVATION
3. STAKE MATERIALS WILL BE STANDARD 2"x4" WOOD OR EQUIVALENT METAL m
i FILTER FABRIC SECURELY WITH A MINIMUM LENGTH OF 3 FEET.
FASTENED TO THE STAKES, 'D
OVERLAP STAKES TO 18" MIN. 4. SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM
20" MIN. 18 INCHES DEEP. SPANS GREATER THAN 3 FEET MAY BE BRIDGED WITH THE
UNDISTURBED ELIMINATE JOINTS IN FABRIC
FLOW USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT.
GROUND �� 5. FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND WASHED ##2 CRUSHED m
_ BACKFILLED. IT SHALL BE SECURELY FASTENED TO THE STAKES AND FRAME. AGGREGATE STONE
FLOW HEIGHT OF FILTER 36 NYSDOT SPEC.
16" MIN. COMPACTED SOIL 6. A 2"x4" WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE N
FABRIC FOR OVERFLOW STABILITY.
I I I II I •- ---- - 7. INLET PROTECTION SHALL BE INSPECTED AND CLEANED AFTER EVERY STORM.
- EMBED FILTER CLOTH -.
COMPACTED SOIL "�-��i- I-II_ II II I y1 \\� - - - - - IT SHALL BE REPAIRED OR REPLACED AS REQUIRED BY CONDITION. ANY No. DESCRIPTION DATE Q)
A MIN. 12" IN GROUND
�0 ////\/ _ _ _ _ _ 18" MIN. ACCUMULATED SEDIMENT SHOULD BE REMOVED WHEN 50% OF THE STORAGE
EMBED FILTER CLOTH 16" MIN. / 9 _ _ _ _ _ r DEPTH IS ACHIEVED. "BOTTOM" ELEVATION REVISIONS -^
A MIN. 6" IN GROUND = - _ \\jj\\/ : . 8. LAND AREA SLOPE IMMEDIATELY SURROUNDING THE INLET PROTECTION DEVICE
SHOULD NOT EXCEED 1 PERCENT.
„i. 12" PERFORATED H.D.P.E.
9. UPON STABILIZATION OF THE DRAINAGE AREA, REMOVE ALL MATERIALS AND
< . _
36" MIN. LENGTH FENCE POSTS 6" MIN. TO FINISH SLOPES AND MATERIAL SPECIFICATIONS. REGRADE ADJACENT AREAS N
- UNSTABLE SEDIMENT AND DISPOSE OF PROPERLY C°
f 6'
4 DRIVEN MIN. 16" INTO GROUND - - - - -
36" MIN. FILTER FABRIC N <
SECTION MAXIMUM DRAINAGE AREA 1 ACRE. (OVERLAP 12" MIN.) J w z
SECTION PERSPECTIVE VIEW z
SEASONAL HIGH GROUNDWATER o a z Q
INLET PROTECTION DETAIL Lv N z w
CONSTRUCTION SPECIFICATIONS: a- z u
1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD. 2z
2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE 6" MAXIMUM MESH OPENING. REFERENCE: NEW YORK STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL, AUGUST 2005 N.T.S. Q Cn
3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, MIRAFI 100X, a =
CONSTRUCTION SPECIFICATIONS:
STABILINKA T140N, OR APPROVED EQUIVALENT.
w
4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT. 1. THE TRENCH DIMENSIONS SHOWN FOR STORAGE VOLUME CALCULATIONS. IF SEPARATION DISTANCE E o
TO SEASONAL HIGH GROUND WATER CONFLICTS WITH TRENCH DEPTH, THE ENGINEER SHALL BE NOTIFIED. r7 U Q o z
5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. zCD N F- o
U 0 w
2. THE TRENCH STORAGE VOLUME (GROSS) SHALL BE THE SAME OR GREATER THAN THE DESIGN _ 03
TURF SOD w/ JUTE MATTING VOLUME FOR EACH TRENCH LOCATION. N > � o
MAXIMUM DRAINAGE AREA 1/2 ACRE PER 100 FEET.
SEE NOTE 5A (n w
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3'- INFILTRATION BED DETAIL = z C � 0 o W w
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S IL T FENCE DETAIL _ _ 3 J z Q N >I o D
N.T.S.
1 REFERENCE: NEW YORK STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL, AUGUST 2005 N.T.S. \/\\\j\ 8 \\\j \\/\\ Z o °' ;nom Cn w
\ \ // \\_ J m CD J
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/ EROSION CONTROL NOTES W Cn C .� ~ Q ¢o
1. ALL EROSION CONTROL PROCEDURES SHALL CONFORM TO "NEW YORK STATE STANDARDS AND SPECIFICATIONS
FOR EROSION AND SEDIMENT CONTROL" PUBLISHED BY THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL U N-) cn >°w
CONSERVATION, DATED AUGUST 2005 OR MOST CURRENT EDITION.
2. THE SMALLEST PRACTICAL AREA OF LAND SHOULD BE EXPOSED AT ANY ONE TIME DURING ALL PHASES OF
ASPHALT PAVING \ �\\ // \/ SWALE TO BE EXCAVATED TO DEVELOPMENT, WITH A MAXIMUM OF 5 ACRES EXPOSED AT ANY ONE TIME. THE EXPOSURE SHOULD BE KEPT TO
L.P. ELEV. 356.25 LINE, GRADE AND CROSS SECTION THE SHORTEST PRACTICAL PERIOD OF TIME AND SHALL BE PERMANENTLY STABILIZED IMMEDIATELY FOLLOWING WORK IS TO BE AS SHOWN &
HEAVY DUTY FRAME & GRATE 36 FRAMETO BE MORTARED ##4 BAR @ 6" O.C. E/W FINISHED GRADING WORK. NOTED AND IN ACCORDANCE
CAMPBELL ##28168 WITH ADD'L ##4'S @ OPNG. 3. AN AREA SHALL BE CONSIDERED STABLE IF ONE OF THE FOLLOWING HAS OCCURRED: (A) BASE COURSE
o ON TOP OF CATCH BASIN WITH MANUFACTURER'S
0 0 0 o FINISH GRADE GRAVELS HAVE BEEN INSTALLED IN AREAS TO BE PAVED, (B) A MINIMUM OF 85% VEGETATED GROWTH HAS BEEN RECOMMENDATIONS, TRADE
0 0 0 0 0
CONCRETE COVER o 0 0 0 0 0 o ESTABLISHED, (C) A MINIMUM OF 3 INCHES OF NON-EROSIVE MATERIAL SUCH AS STONE OR RIP-RAP HAS BEEN
00000
II I I I I I I II I I I II: CONSTRUCTION SPECIFICATIONS: ASSOCIATION PUBLISHED
PRECAST TO FITGRATE ���� + `` 1. ALL TREES, BRUSH, STUMPS, OBSTRUCTIONS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE REMOVED AND INSTALLED, OR (D) EROSION CONTROL BLANKETS HAVE BEEN PROPERLY INSTALLED. RECOMMENDATIONS AND
DISPOSED OF SO AS NOT TO INTERFERE WITH THE PROPER FUNCTIONING OF THE SWALE. 4. LAND SHALL NOT BE LEFT EXPOSED DURING WINTER MONTHS. CONSULT WITH ENGINEER FOR WINTER GENERALLY ACCEPTED LOCAL
2. THE SWALE SHALL BE EXCAVATED OR SHAPED TO LINE, GRADE, AND CROSS SECTION AS REQUIRED TO MEET STABILIZATION METHODS.
A 2'-6" 4'-0" THE CRITERIA HEREIN, AND BE FREE OF BANK PROJECTIONS OR OTHER IRREGULARITIES WHICH WILL IMPEDE 5. ALL EROSION AND SILTATION CONTROL FACILITIES SHALL BE CONSTRUCTED PRIOR TO THE INITIATION OF CONSTRUCTION INDUSTRY
B 6 6 NORMAL FLOW. EARTHWORK AND UTILITIES CONSTRUCTION. ALL SWALES AND CULVERT OUTLETS SHALL BE STABILIZED PRIOR TO PRACTICES.
3. FILLS SHALL BE COMPACTED AS NEEDED TO PREVENT UNEQUAL SETTLEMENT THAT WOULD CAUSE DAMAGE IN RECEIVING ANY STORM WATER.
THE COMPLETED SWALE. 6. PROVIDE EROSION CONTROL MATTING OR MULCH ON SLOPES STEEPER THAN 3:1. PROVIDE CHOPPED HAY
STORM SEWER PIPE TO 4. ALL EARTH REMOVED AND NOT NEEDED IN CONSTRUCTION SHALL BE SPREAD OR DISPOSED OF SO THAT IT MULCH ON LOAMED AND SEEDED AREAS.
BE MORTARED IN PLACE 24" SUMP 24" SUMP WILL NOT INTERFERE WITH THE FUNCTIONING OF THE SWALE. 7. ALL STRUCTURAL CONTROLS INCLUDING SILT FENCE AND INLET/OUTLET PROTECTIONS SHALL BE INSTALLED
6" MIN. INV. XXX.XX 6" MINO INV. XXX.XX 5. STABILIZATION SHALL BE DONE ACCORDING TO THE APPROPRIATE STANDARD AND SPECIFICATIONS FOR WHERE SHOWN PRIOR TO ANY ON-SITE GRADING OR DISTURBANCE OF EXISTING SURFACE MATERIAL. IT SHOULD
CD . VEGETATIVE PRACTICES: BE MAINTAINED DURING AND AFTER DEVELOPMENT TO REMOVE SEDIMENT FROM RUNOFF WATER AND FROM LAND
A. FOR DESIGN VELOCITIES OF LESS THAN 3.5 FT. PER SEC., SEEDING AND MULCHING MAY BE USED FOR THE UNDERGOING DEVELOPMENT. WHERE POSSIBLE NATURAL DRAINAGE WAYS SHOULD BE UTILIZED AND LEFT OPEN TO
INV. XXX.XX INV. XXX.XX ESTABLISHMENT OF THE VEGETATION. IT IS RECOMMENDED THAT, WHEN CONDITIONS PERMIT, TEMPORARY SWALES REMOVE EXCESS SURFACE WATER.
o B A OR OTHER MEANS SHOULD BE USED TO PREVENT WATER FROM ENTERING THE SWALE DURING THE 8. TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE STOCKPILED IN AMOUNTS NECESSARY
~ ESTABLISHMENT OF THE VEGETATION. TO COMPLETE FINISHED GRADING OF ALL EXPOSED AREAS.
B. FOR DESIGN VELOCITIES OF MORE THAN 3.5 FT. PER SEC., THE SWALE SHALL BE STABILIZED WITH SOD WITH 9. AREAS TO BE FILLED SHALL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL TO REMOVE TREES,
SEEDING PROTECTED BY JUTE OR EXCELSIOR MATTING OR WITH SEEDING AND MULCHING INCLUDING TEMPORARY VEGETATION, ROOTS, OR OTHER OBJECTIONABLE MATERIAL. v
SECTION A-A SECTION B-B DIVERSION OF WATER UNTIL THE VEGETATION IS ESTABLISHED. 10. ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION, SLIPPAGE, SETTLEMENT, SUBSIDENCE, OR
OTHER RELATED PROBLEMS. FILL EXTENDED TO SUPPORT UTILITIES, STRUCTURES, AND PIPING, ETC. SHALL BE
COMPACTED TO A MINIMUM 98% MAXIMUM DENSITY AT OPTIMUM POISTURE ACCORDING TO ASTM 1557D.
11. ALL FILL SHALL BE PLACED AND COMPACTED IN LAYERS NOT TO EXCEED 8 INCHES IN THICKNESS.
CONSTRUCTION SPECIFICATIONS: 12. FILL MATERIAL SHALL BE FREE OF BRUSH, RUBBISH, ROCKS, LOGS, STUMPS, BUILDING DEBRIS, AND OTHER
�6 1. PRECAST CONCRETE STRENGTH: 4,000 PSI @ 28 DAYS STABILIZED RUNOFF SWALE DETAIL OBJECTIONABLE MATERIALS THAT WOULD INTERFERE WITH OR PREVENT CONSTRUCTION OF SATISFACTORY FILLS.
2. CONCRETE REINFORCEMENT: ASTM A-615 6x6 - 10/10 WWM ALL SIDES & BOTTOM FROZEN MATERIAL OF SOFT, MUCKY, OR HIGHLY COMPRESSIBLE MATERIALS SHALL NOT BE INCORPORATED INTO
3. LOAD RATING: H-20 HIGHWAY VEHICLE LOADING WQv PRETREATMENT CAPACITY: ` FILLS. 0 O
CATCH BASIN SURFACE AREA, As = 10.0 SF J
4. INSTALL LINE SIZE TEE BAFFLE INSIDE CATCH BASIN ON OUTLET. REFERENCE: NEW YORK STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL, AUGUST 2005 N.T.S. 13. ALL BENCHES SHALL BE KEPT FREE OF SEDIMENT DURING ALL PHASES OF DEVELOPMENT. �n00
5. DETAIL ILLUSTRATES ELEVATIONS FOR CB-1, CB-2, AND CB-3. MINIMUM WQv = 333 CF PER BASIN 14. SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN ACCORDANCE WITH THE
USE CAMP-HAZEN FORMULA
ADD 0.71' TO ELEVATIONS SHOWN FOR CB-4. STANDARD AND SPECIFICATIONS FOR SUBSURFACE DRAIN, OR OTHER APPROVED METHODS.
As = (0.0081)(WQv) SF FOR I>75% O
15. BAILED HAY AND MULCH SHALL BE MOWINGS OF ACCEPTABLE HERBACEOUS GROWTH FREE FROM NOXIOUS
EQUIVALENT WQv PRETREATMENT = 1,234 CF
EACH BASIN LOCATION WEEDS OR WOODY STEMS, AND SHALL BE DRY; NO SALT HAY SHALL BE USED. �a O
DEEP SUMP CATCH BASIN DETAIL 16. PORTIONS OF THE SITE MUST BE STABILIZED WITHIN 14 DAYS WHERE CONSTRUCTION ACTIVITY IS TEMPORARILY '
4 OR PERMANENTLY CEASED. � O
N.T.S. 17. MAJOR HAUL ROUTES AND AREAS OF SOIL DISTURBANCE SHALL BE WATERED AS NECESSARY TO MINIMIZE � ' 1 •O
DUST NUISANCE. WHERE PRACTICAL, THEY SHOULD BE STABILIZED (COMPACTED, RIP-RAP, ETC.) TO REDUCE Z
B OFF-SITE TRANSPORT OF SOIL AND OTHER MATERIAL. IF SEDIMENT SHOULD ACCUMULATE ON SURROUNDING al u
6" MIN. PAVEMENT, REGULAR SWEEPING SHALL BE CONDUCTED. O
18. CONCRETE TRUCKS SHALL NOT WASH OUT OR DISCHARGE SURPLUS CONCRETE OR DRUM WASH WATER
' PAVEMENT 2.1 SLOPE OR FLATTER o 0 0 0 1 L LA ON-SITE.
ACTIVITIES MUST BE PERFORMED AT AN APPROVED LOCATION IN ACCORDANCE WITH LOCAL AND 00
3: EXISTING
� 5.
V./ O
0 0 0 0
LANDSCAPING NOTES !�
MOUNTABLE BERM Ow 1. ALL PLANTING BEDS AND TREE PITS TO RECEIVE DARK BROWN CEDAR BARK MULCH TO A DEPTH OF 4 INCHES.
OPTIONAL D FL _ PROVIDE LANDSCAPING FABRIC UNDER MULCH IN PLANTING BEDS. a
FILTER CLOTH 0 0 0 0 - 2. WASHED RIVER STONE MULCH TO BE MINIMUM 6 INCHES DEPTH WITH LANDSCAPING FABRIC UNDER STONE.
PROFILE ( )
3. PROVIDE MINIMUM 4 INCHES COMPACTED TOPSOIL DEPTH IN AREAS INDICATED ON THIS PLAN AND ALL OTHER
EXISTING GROUND GRADE LINE o 0 0 0 o I I I - STABILIZATION AS REQUIRED, ON AREAS DISTURBED DURING DEMOLITION AND CONSTRUCTION.
STEEP SLOPES EXCAVATE TO 4. RESTORE ALL EXISTING LANDSCAPED OR HARDSCAPED AREAS DISTURBED AS PART OF THIS PROJECT (I.E.
50' MIN. o I I I I I C PROVIDE REQUIRED FLOW WIDTH UTILITY TRENCHES). '
AT FLOW DEPTH 5. ALL PLANTINGS SHALL FOLLOW STANDARDS OF ANSI Z60.1-2004 AMERICAN STANDARD FOR NURSERY STOCK.
6. PRIOR TO PLACEMENT OF ANY TREES, STAKE LOCATIONS AND NOTIFY OWNER/ENGINEER FOR FIELD
VERIFICATION.
DIKE A DIKE B 7. MAINTAIN AND PROTECT AS MANY EXISTING TREES AND SHRUBS AS POSSIBLE. PROTECT PLANTS AS NEEDED
(5 AC. OR LESS) (5-10AC.) FROM HEAVY EQUIPMENT, FALLING DEBRIS AND GENERAL DAMAGE FROM CONSTRUCTION ACTIVITY.
EXISTING GROUND 10' MIN. 8. CONSULT WITH OWNER/ENGINEER PRIOR TO REMOVAL OF ANY EXISTING TREES. IF APPROVED FOR REMOVAL,
CUT OR FILL SLOPE A - DIKE HEIGHT 18" 36" EXCAVATE ENTIRE STUMP OR GRIND DOWN MINIMUM 18 INCHES BELOW SURFACE.
B - DIKE WIDTH 24 36"
CROSS SECTION C - FLOW WIDTH 48" 72"
D - FLOW DEPTH 8" 15" CONSTRUCTION SEQUENCING NOTES
1. PRIOR TO ANY OTHER SITE WORK, THE STABILIZED CONSTRUCTION ENTRANCE SHALL BE INSTALLED, THEN HAY
BALE CHECK DAMS AND SILTATION FENCING ARE TO BE CONSTRUCTED AS SHOWN, AND ARE TO BE MAINTAINED
12' MIN. SUFFICIENT GRADE TO DRAIN THROUGHOUT CONSTRUCTION UNTIL THE AREA IS COMPLETELY STABILIZED.
2 ALL EARTH STOCKPILES ARE TO BE STABILIZED WITH HAY MULCH AND SEEDED WITH RYE GRASS SILTATION
M
EXISTING POSITIVE DRAINAGE MAXIMUM 20% ALLOWABLE GRADE U
12' MIN. PAVEMENT FENCING TO BE PLACED AROUND THE BASE OF ALL STOCKPILES WHEREVER PRACTICAL.
3. GRADING OPERATIONS FOR AREAS TO BE PAVED OR OTHERWISE DISTURBED WILL THEN BE COMPLETED AND
UNDERGROUND UTILITIES INSTALLED. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED DURING 0
CONSTRUCTION UNTILL ALL AREAS ARE STABILIZED.
4. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY OR AFTER EVERY RAINFALL OF 0.5 INCHES OR �O
MORE.
5. DURING CONSTRUCTION, THE CATCH BASIN INLET GRATES SHALL BE PROTECTED FROM SEDIMENT.
6. ALL DISTURBED SOIL AREAS SHALL BE RESTORED IN ACCORDANCE WITH THE SOIL RESTORATION REQUIREMENTS
10' MIN.
IN TABLE 5.3 OF THE DESIGN MANUAL (SEE PAGE 5-22). �C�D
CUT OR FILL SLOPE 7. AFTER CONSTRUCTION IS COMPLETED AND VEGETATION IS ESTABLISHED IN THE DISTURBED AREAS, THE AREAS
PLAN VIEW IN AND AROUND THE TEMPORARY EROSION CONTROL SYSTEM SHALL BE CLEANED UP, CARE BEING TAKEN NOT TO
ALLOW THE ACCUMULATED SILT TO RUN INTO THE WETLANDS AND/OR PROTECTED AREAS. THEN THE TEMPORARY 0
CONTROL SYSTEMS SHALL BE REMOVED AND THE AREA RETURNED AS NEAR AS POSSIBLE TO ITS NATURAL STATE.
CONSTRUCTION SPECIFICATIONS: PLAN VIEW
1. STONE SIZE - USE 1-4 INCH STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. SITE PREPARATION & DEMOLITION NOTES CAD FILE NAME
2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE 30 FOOT MINIMUM LENGTH WOULD APPLY). CONSTRUCTION SPECIFICATIONS: 1. CONTRACTOR SHALL VERIFY ALL CONDITIONS IN THE FIELD AND REPORT ANY DISCREPANCIES BETWEEN PLANS ACAD\A-1 TREEWORKS\C-1 SITEPLAN
3. THICKNESS - NOT LESS THAN SIX (6) INCHES. 1. ALL DIKES SHALL BE COMPACTED BY EARTH-MOVING EQUIPMENT. AND ACTUAL CONDITIONS TO THE OWNER'S REPRESENTATIVE.
4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. 2. ALL DIKES SHALL HAVE POSITIVE DRAINAGE TO AN OUTLET. 2. PRIOR TO COMMENCEMENT OF WORK, CONTRACTOR SHALL SECURE ALL PERMITS REQUIRED FROM ANY UTILITY SCALE AS NOTED
TWENTY-FOUR (24) FOOT IF SINGLE ENTRANCE TO SITE. 3. TOP WIDTH MAY BE WIDER AND SIDE SLOPES BE FLATTER IF DESIRED TO FACILITATE CROSSING BY CONSTRUCTION TRAFFIC. COMPANY OR OTHER GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK.
5. GEOTEXTILE - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 4. FIELD LOCATION SHOULD BE ADJUSTED AS NEEDED TO UTILIZE A STABILIZED SAFE OUTLET. 3. THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE FOR INFORMATION ONLY, AND ALL
6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED BENEATH 5. EARTH DIKES SHALL HAVE AN OUTLET THAT FUNCTIONS WITH A MINIMUM OF EROSION. RUNOFF SHALL BE CONVEYED TO A SEDIMENT UTILITIES MAY NOT BE SHOWN. THE CONTRACTOR SHALL CONTACT U.F.P.O. "DIG SAFE NEW YORK' THE SEAL BELOW IS AN ORIGINAL SEAL DRAWN BY MRP
THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5: 1 SLOPES WILL BE PERMITTED. TRAPPING DEVICE SUCH AS A SEDIMENT TRAP OR SEDIMENT BASIN WHERE EITHER THE DIKE CHANNEL OR THE DRAINAGE AREA ABOVE (1-800-962-7962) AND THE PROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVING AND IS IN RED INK. ONLY SEALS IN RED INKJURISDICTION TO CONFIRM THE LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. ANY COSTS SHALL BE CONSIDERED TRUE ORIGINALS
7. MAINTENANCE THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT THE DIKE ARE NOT ADEQUATELY STABILIZED. INCURRED BY THE CONTRACTOR DUE TO FAILURE TO CONTACT THE PROPER AUTHORITIES SHALL BECOME THE DRAWING TITLE
ONTO PUBLIC RIGHTS-OF-WAY. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACTED ONTO PUBLIC RIGHTS-OF-WAY MUST BE 6. STABILIZATION SHALL BE: (A) IN ACCORDANCE WITH STANDARD SPECIFICATIONS FOR SEED AND STRAW MULCH IF NOT IN SEEDING RESPONSIBILITY OF THE CONTRACTOR.
REMOVED IMMEDIATELY. SEASON, (B) FLOW CHANNEL AS PER THE CHART ON PAGE 5A.1 OF THE STANDARDS.ER EACH RAIN EVENT. 4. CARE SHOULD BE TAKEN IN ALL EXCAVATIONS DUE TO POSSIBLE EXISTENCE OF UNRECORDED UTILITY LINES.
8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHIC DRAINS INTO AN APPROVED 5. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE HIS EFFORTS OF DEMOLITION, REMOVALS AND OR
SEDIMENT TRAPPING DEVICE. DRAINAGE AREA <5 ACRES FOR DIKE "A", 5-10 ACRES FOR DIKE "B" RELOCATION WORK WITH ALL TRADES, IF APPLICABLE. ALSO, THE CONTRACTOR SHALL PROTECT AND SUSTAIN IN
9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. . NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS, AND DRIVEWAYS.
6. ALL BUILDING STRUCTURES TO BE REMOVED AND DISPOSED AT A LICENSED C&D LANDFILL. DETAILS
STABILIZED CONSTRUCTION ENTRANCE DETAIL 7. ANY DEMOLITION MATERIALS THAT CAN BE SALVAGED OR DEEMED VALUABLE AS A RECYCLED ITEM SHALL BE
SEGREGATED FROM THE REFUSE AND PILED IN A DESIGNATED AREA.
EARTH DIKE DETAIL
6 8 IF PERMITTED, WOOD DEBRIS, CLEAN AND FREE OF ANY CONTAMINANTS AND/OR FOREIGN MATERIALS (I E.
REFERENCE: NEW YORK STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL, AUGUST 2005 N.T.S. 7 FIBERGLASS INSULATION, GYPSUM, METALS, ETC.), MAY BE SHREDDED & CHIPPED ON SITE IN SMALL QUANTITIES
REFERENCE: NEW YORK STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL, AUGUST 2005 N.T.S. AND RECLAIMED FOR LANDSCAPING MULCH.
9. IF PERMITTED, CONCRETE DEBRIS, CLEAN AND FREE OF ANY CONTAMINANTS AND/OR FOREIGN MATERIALS
(I.E. OIL, PETROLEUM PRODUCTS, METALS, ETC.) MAY BE PULVERIZED ON SITE IN SMALL QUANTITIES AND DRAWING No.
RECLAIMED FOR GENERAL AND/OR STRUCTURAL FILL.
C- 4
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LEGEND & NOTES `"
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FRAMING IS WWPA SPF#2 EXCEPT AS NOTED.
1 10" APPROX. 45' LATERAL WEB BRACING - 850fb - 1,200,000 E m
AS SPECIFIED BY TRUSS MFR. SIZE
BOTTOM CHORD INDICATES MEMBER, SIZE & SPACING.
13/16" DIA. HOLE (TYP.) BRACING
TRUSS sizE INDICATES BEAM SIZE. Q
® POST — SIZE AS INDICATED. IF NOT INDICATED POST IS TO BE 2"x4" OR No. DESCRIPTION DATE
2"x6" TO MATCH WALL & EQUIVALENT IN NUMBER TO BEAM BEING SUPPORTED. REVISIONS
EXT. WALL--\ TRUSS m
2x DIAGONAL BRACING, AT EACH FRAMING LUMBER SIZES ARE BASED ON WWPA GRADE SPF No. 2 EXCEPT AS o
LINE OF LATERAL WEB BRACING — NOTED. LUMBER IN CONTACT WITH CONCRETE OR MASONRY TO BE PRESSURE Q
AT EACH GABLE END — ALSO AT
2 BY BOTTOM INTERVALS NOT EXCEEDING TWICE TREATED. W o Q o
CHORD BRACE THE HEIGHT OF THE TRUSS. NOT TRUSSES TO BE FABRICATED IN ACCORDANCE WITH DESIGNS & DRAWINGS n Q)
LESS THAN ONE LINE OF DIAGONAL D W ~ } °'
PL 1/4" x 7" x 1'-1" BRACES ON EACH WEB. PREPARED BY A LICENSED ENGINEER OR ARCHITECT. SNOW LOAD 50 psf ON FLAT. z Q
= z
CENTERED ON COLUMN BEARING LENGTHS & FRAMING CONNECTORS TO BE SIZED TO DEVELOP FULLV zo a z <
OR ANGLE BRACESLu 2 BY DIAG. STRENGTH OF MEMBERS. � o :2W }
BRACES ® END WALL ORLATERAL WEB BRACE — a_ w o
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TRUSS Cn
LIGHT AND EXTERIOR EMERGENCY LIGHT (FINAL LOCATIONS TO V Q
IN —
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BRACING DETAILS ARE GENERIC IN NATURE. IF BRACING DETAILS ARE PROVIDED BY Q U) ° o
PL 1/4" x 7 x 1 -1 TRUSS MANUFACTURER CONTRACT SHALL FOLLOW TRUSS MANUFACTURER BRACING DETAILS EMERGENCY LIGHT FIXTURE W/BATTERY BACK-UP = E) 03 ' a oz = o
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IN LIEU H GENERIC AIL NO0u F- ofw
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WORK IS TO BE AS SHOWN &
NOTED AND IN ACCORDANCE
WITH MANUFACTURER'S
200'-0" RECOMMENDATIONS, TRADE
ASSOCIATION PUBLISHED
199._9„ RECOMMENDATIONS AND
GENERALLY ACCEPTED LOCAL
CONSTRUCTION INDUSTRY
PRACTICES.
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THE SEAL BELOW IS AN ORIGINAL SEAL DRAWN BY
AND IS IN RED INK. ONLY SEALS IN RED INK
6" 12'-6" 12'-6" 12'-6" SHALL BE CONSIDERED TRUE ORIGINALS
DRAWING TITLE
7'-7�" 8'-0" 8'-0" 1'-9" 1'-9" 8'-0" 5'-9" 12'-6" 5'-9" 8'-0" 1'-9" 1'-9" 8'-0" 8'-0" 1'-9" 1'-9" 8'-0" 5'-9" 12'-6" 5'-9" 8'-0" 1'-9" 1'-9" 8'-0" 7'-7j"
199,_9„ BUILDING
PLAN
200'-0"
SECTIONS
& DETAILS
FOUNDATION PLANZ FIRST FLOOR PLAN
1/8"=l'—O" DRAWING No.
A- 1
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H.M. DOOR UNIT SECTIONAL SLIDING H.M. DOOR UNIT
DOOR PANELS ELEVATIONS
FRONT ELEVATION REAR ELEVATION
DRAWING No.
A- 2
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RECOMMENDATIONS AND
GENERALLY ACCEPTED LOCAL
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CAD FILE NAME
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8„ SCALE AS NOTED
THE SEAL BELOW IS AN ORIGINAL SEAL DRAWN BY
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STRAP ANCHORS SHALL BE CONSIDERED TRUE ORIGINALS DRAWING TITLE
18"0 x 6" CONCRETE FOOTING +I
WELDED WIRE FABRIC REINFORCING
BUILDING
& WALL
SECTIONS
TYPICAL WALL SECTION DRAWING No.
N.T.S.
A- 3
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