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2013-098
TOWN OF QUEENSBURY 742 BayRoad,Queensbury,NY 12804-5902 (518)761-8201 �� Q t7� Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20130098 Date Issued: Monday, July 07, 2014 This is to certify that work requested to be done as shown by Permit Number P20130098 has been completed. Location: 77 BIRDSALL Rd Tax Map Number: 523400-289-017-0001-001-005-0000 Owner: DAVID AND SUSAN BENTON Applicant: DAVID AND SUSAN BENTON This structure may be occupied as a: Fireplace By Order of Town Board Garage Attached TOWN OF QUEENSBURY Single Family Dwelling Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance, or ( # other issues and conditions as a result of approvals by the Planning Board Director of Building& od P'orL ent or Zoning Board of Appeals. Oek TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 i �� Community Development - Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20130098 Application Number: a20130098 Tax Map No: 523400-289-017-0001-001-005-0000 Permission is hereby granted to: DAVID AND SUSAN BENTON For property located at: 77 BIRDSALL Rd in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: DAVID AND SUSAN BENTON Fireplace 38 WESTLAND Rd Garage Attached AVON CT 06001-0000 Single Family Dwelling $650,000.00 Total Value $650,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency DAVID JARVIS 518-932-9971 35 FITZGERALD Rd OUEENSBURY NY 12804-0000 Plans&Specifications 2013-098 SFD 1st Flr 2,023 sq ft; 2nd FIr 2,287 sq ft; 2 fireplaces Attached Garage 1,095 sq ft $1,026.25 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday,June 21,2014 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Tow of Q nsb ; F 'i • , , • 21,2013 SIGNED BY Ni. for the Town of Queensbury. Director of Building&Code Enforcement _ luhik OFFICE USE ONLY Q TAX MAP NO. PERMIT NO. / 3 "0 / y , cc FEES: PERMI /� OcR62,d �ECREATIO ___g5D ENGINEERING ^ MAR 1 4 2013 `_a fir f / Q(� d° (If applicable) PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER: � J1a$5.1.1 OWNER: -F'_. 4,1`a41•‘_ �` _ P-D AIIO 38 v• --e-art./%4-ho ro,�o ADDRESS: _yrs __ty,(_a ADDRESS: t24_ Lor 0 i PHONE NOS._rJif,-=L32±tj PHONE NOS. -4Z6- 4010 el36/1 Ali. CONTACT PERSON FOR BUILDING & CODES COMPLIANCE: _PHONE:G✓I8- e'-1qO3 LOCATION OF PROPERTY:_a] .I„. 40 HAS THERE BEEN A SITE PLAN REVIEW; VARIANCE OR SUBDIVISION APPROVAL? IiYES ❑ NO IF SO, INDICATE APPLICATION NO. AND DATE OF APPROVAL: CAUValizt4 /1/ PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT z 0 APPLY TO YOUR z p C9 w LL co PROJECT p - O = _ w a w Si w w w Qi 1- o U U z 0 Q - u) NU) OLL OPLL cc SINGLE FAMILY 2j 242 21 � it 4I 04. 2-fro 14 TWO-FAMILY MULTI-FAMILY (NO. of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED Ole ` /J114/19:�� GARAGE(1,2,3) X p`e 1 1 o s1 11- /19 OTHER Town of Queensbury* Community Development Office * 742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 IF COMMERCIAL OR INDUSTRIAL- NAME OF BUSINESS: NJ. ESTIMATED CONSTRUCTION COST:4460_1_0W' FUEL TYPE: Vg._©_PiN4e, HEAT TYPE:_Air Waite-___*HOW MANY FIREPLACE(S): AND/OR WOODSTOVES(S): ZONING CATEGORY: ( )E. ARE THERE WETLANDS ON THIS SITE? 149 IS THIS A HISTORIC SITE? ..g0 PROPOSED USE OF BUILDING OR ADDITION: 61t4 CAL. jet ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? N►p ARE THERE EASEMENTS ON PROPERTY? NPm t,p4M. &1 W - FbW 1-4t*- `Please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office 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 statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, 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. I also understand that I/we are 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 read a.a .gre- is . - 40 Signed __ A /wr/Aw- i �& A'32- OItYr' Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) Town of Queensbury * Community Development Office * 742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 Permission is hereby granted to the above This application / proposed action described Applicant to erect or alter the building herein is found to be in accordance with the described herein in accordance with said zoning Laws of the Town of Queensbury. Application: 1--77s1 & CODES AP••OVAL ZONING APPROVAL ____/ .1E1 DATE DATE QUESTIONS? CALL 761-8256 OR EMAIL codes(a�queensbury.net Office Use Only VISIT OUR WEBSITE FOR MORE INFORMATION www.queensbury.net Operating Permit Issued: Yes No Occupancy Type: Construction Classification: Assembly Occupancy Limit: Special Conditions:___ Town of Queensbury* Community Development Office * 742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 OFFICE USE ONLY 60- 1 4 TAX MAP NO. e' g l�(n 1 r -i c MIT NO. I O9YPERMIT FEE MAR APPROVALS: ZONING TOWN CLERK 2013 �y APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE`OFyA VALID PERMIT.w, L c_424449041.- 'A OWNER: 0lO )U P'r.) INSTALLER: 4 _vi S)Pv`6 N, ��r��!�.wes t"- T . ADDRESS: ADDRESS: PHONE NOS.__,410 (0?5' )Lb PHONE NOS. 6–g32 – q 1 LOCATION OF INSTALLATION: PI 12-05444.- .41312 RESIDENCE INFORMATION: YEAR BUILT NO.OF X COMPUTATION = TOTAL DAILY FLOW BEDROOMS (Gallons per bedroom) GARBAGE GRINDER 1980 or older X 150 = INSTALLED?_."-re-, 1981 -1991 X 130 = SPA OR HOT TUB 1992-present 5 X 110 = 5O0 INSTALLED? Nd PARCEL INFORMATION: / ✓ TOPOGRAPHY: FLAT ROLLING_"— STEEP SLOPE %SLOPE ✓ SOIL NATURE: SAND V – LOAM_____ CLAY OTHER GI + -L, ✓ GROUNDWATER: AT WHAT DEPTH? OM t kpun/- ✓ BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH?-/'ON/ i eateiU 64:7 ✓ DOMESTIC WATER SUPLY: MUNICIPALWELL 1/7-(If well:water supply from any septic system absorption is:,�f ftl ✓ PERCOLATION TEST: RATE IS I/ 30" PER MIINUTE PER INCH[mpi] (Test to be completed by a licensed professional engineer or architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). TANK SIZE: OW_-GALLON (MIN. SIZE IS 1,000 GAL.)Add 250 gallons to the size of the septic tank for each garbage grinder,spa or whirlpool tub. SYSTEM TYQE: n A2 ABSORPTION FIELD (WITH NO. 2 STONE) Total length 61=1, ft. Each trench aU X 2 ❑SEEPAGE PIT(S)(WITH NO.3 STONE) How many?- - Size? ❑ALTERNATIVE SYSTEM Bed or other type? 0 HOLDING TANK SYSTEM Total required capacity? Tank size? Number of tanks? NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. For your protection, please note that pursuant to Section 136-29 of the Code of the Town of Queensbury, any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant,shall be void. I have read the regulations with respect to this application and agree to abide by these and all requirements of the Town of Queensbury QUESTIONS? CALL 761-8256 OR EMAIL SaSewa• ►i p I Or• nance. nitAcodes(a�queensburv.net / �� , VISIT OUR WEBSITE FOR MORE INFORMATION 41titure of Person Responsible Date_13 Pule 201i------------ www.queensbury.net Town of Queensbury * Community Development Office * 742 Bay Road, Queensbury NY 12804 MAR 14 2013 Revised 4/14/2010 Town of Queensbury 6 I 5 -p Highway Michael F. Travis Department Highway Superintendent 742 Bay Road, Queensbury, NY 12804 Home (518) 798-0413 Office Phone: (518) 761-8211 Thomas R. Vanness Fax: (518) 745-4466 Deputy Superintendent Home (518) 745-0929 www. Queensbury.net DRIVEWAY PERMIT Date: _201?J _ _ Applicant Name: PAHO Wit' ,161V4 Address to be inspected: Ll 0-1 i/J40.1_ 10312N164taJ Return Address: �I1 aAl� '-Old Applicant must show exact location and width of driveway(s) to be connected to the highway by placing stakes at the specified location. The Superintendent of Highways of the Town of Queensbury has reviewed this application. The following action has been taken: Step 1: ( ) Preliminary Approval Need: ( ) Slight swale ( ) Deep swale ( ) Level with the road ( ) Level with the top of the paved wing Size culvert pipe to be used (if necessary) ( ) 12" ( )15" ( ) 18" ( )24" ( )36" Preliminary inspections completed by: Date: __--- Approved by Higway Supt: —__—_ _ Deputy Supt.: _--__— Upon completion, please resubmit this approved permit for a final approval. Step 2: ( ) Final Approval ( ) Rejected Date: Michael F. Travis, Highway Superintendent Thomas R. Van Ness, Deputy Highway Superintendent Town of Queensbury * Community Development Office * 742 Bay Road, Queensbury NY 12804 3-o 648 IZEF4'The0 PRC--tf- MAI i "= r J Revised 4/14/2010 APPLICATION FOR FUEL BURNING APPLIANCE & CHIMNEYS Application is hereby made to the Building & Codes Office for the issuance of a Building & Use Permit pursuant to the New York State Fire Prevention & Building Code. The applicant or owner agrees to comply with all applicable laws, ordinances, regulations, and all conditions that are part of these requirements and also will allow all inspectors to enter premises to perform required inspections. Important Note To Applicant: Rouqh-ln and Final Inspections Are Required: Owner::_a40 t�J1� J Installer/Builder: ahNI () 1� — % UJsC'l.Anlp 120040 1?4:424O Address: ��p� -C Address: _9t.lN.4._ .%Y_ti Phone Nos.: _ _(076 Ab10 __— Phone Nos.: 59_a32-g4r Location of Property: eA04O6e_ pa_ Subdivision Name: IA1 _ =!_ _- .- Location of Proposed Construction and/or Installation: _ Contact Person for Building & Codes Compliance: t:11-6/4_1-61W % tAG> L . - Fuel Burning Applicance Wood Coal Pellet Gas Oil Information Stove Fireplace Insert Fireplace, factory built* Fireplace, Masonry Furnace, (Garage Only) 1 * If Factory Built, Please Provide: Manufacturer Name: 61142 46'1 Model No. V �j(o Listed By: _ Number: Chimney Information BLOCK BRICK STONE Masonry** Check One/ TILE STEEL SIZE IN INCHES Flue Check One ✓ DOUBLE WALL TRIPLE WALL INSULATED DIRECT CHMNEY VENT LINER Chimney Material Check One/ ** If Non-Masonry, please provide: Manufacturer Name: avis ifee __ Model No. _ ADDITIONAL NOTE: CONSTRUCTION / INSTALLATION MUST CONFORM TO NYS FIRE PREVENTION & BUILDING CODE AND/OR MANUFACTURER REQUIREMENTS. CONSULT AVAILABLE TOWN OF QUEENSBURY HANDOUTS REGARDING REQUIRED INSPECTIONS Town of Queensbury * Community Development Office * 742 Bay Road, Queensbury NY 12804 MAR 206 -7--k 616 0 2Revised 4/14/2010 APPLICATION FOR FUEL BURNING AP:PMANCE & CHIMNEYS Application is hereby made to the Building & Codes Office for the issuance of a Building & Use Permit pursuant to the New York State Fire Prevention & Building Code. The applicant or owner agrees to comply with all applicable laws, ordinances, regulations, and all conditions that are part of these requirements and also will allow all inspectors to enter premises to perform required inspections. Important Note To Applicant: Rouqh-ln and Final Inspections Are Required: Owner::_jJeatkiit*. Installer/Builder: t241 3W-014.? Address: p ji I (7:_r 0(005I __ Address: _ Lt1e H2O Phone Nos.: _a _.(6.7 - b10 Phone Nos.: 51.-6131- got Location of Property: 61 L. bO Subdivis.•• ----: . =. SU$312111.51a4 Location of Proposed Construction and/or Installation. if %�ii'•• I `� c tv Contact Person for Building & Codes Compliance: _ter.`: 14' !tee Fuel Burning Applicance Wood Coal Pellet Gas Oil Information Stove Fireplace Insert Fireplace, factory built* Fireplace, Masonry Furnace, (Garage Only) f * If Factory Built, Please Provide: Manufacturer Name: A 6tl Model No. �V �j(p Listed By: — _ Number: Chimney Information BLOCK BRICK STONE Masonry** Check One/ TILE STEEL SIZE IN INCHES Flue Check One / DOUBLE WALL TRIPLE WALL INSULATED DIRECT CHMNEY VENT LINER Chimney Material Check One/ ** If Non-Masonry, please provide: Manufacturer Name: 6Z/Wigg ?g Model No. ____ ADDITIONAL NOTE: CONSTRUCTION / INSTALLATION MUST CONFORM TO NYS FIRE PREVENTION & BUILDING CODE AND/OR MANUFACTURER REQUIREMENTS. CONSULT AVAILABLE TOWN OF QUEENSBURY HANDOUTS REGARDING REQUIRED INSPECTIONS Town of Queensbury* Community Development Office * 742 Bay Road, Queensbury NY 12804 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: (f1 30-/ f NAME: A p.A46,✓j LOCATION: —2-7 6?fcLS<L(/ Rd PERMIT#: / 3 —0 Final Survey Plot Plan Approved Denied The attached final survey has been received by the Dept. of Community Development. Upon review the survey has been: Tb Craig Brown, Zoning Administrator " r Notes: (3 LA /1,1) 14) (Gi, Qh L:1SucHcmingway\Building.Codes.Inspection.FORMS\Final Survey Zoning Administrator.doc MAP REFERENCE: MAP OFA PROPOSED SUBDIVISION MADE FOR JOHN WHALEN DATED: JANUARY 27, 2006 LAST REVISED: JANUARY 2, 2007 BY., VAN DUSEN & STEVES 4�. lZ 0 U W ti q O Z 7� m z ;4 A 0 W c1 v � 'G O V7 T/'1 M of .'1 O � W r CY w a CCS gg F K Poe 9i�o"�o a ��Nk y3 NN �PC=Y�4 \ O �G�. � p 1CJ � CQ N VL � z w t P°i y Or 4J 1 t 02 en m ofS`- rn m f0 e-1 � u Date August 7,2= Scab 10-W S-1 SMSET' 1 OF 1 D9851 DWG. NO. 05234 -LOT I 4�. lZ Town of Queensbury Building & Code Enforcement Office No. (518) 761-8256 Septic Inspection Report Inspection request received: �, l Name: t)� alV Inspected on: / 14 ( tA-' Location: 13oQ;,S4 Arrive: ( '_ � a.m.40011 Permit No.: C59, Inspector's Initials: (1—t-4.1 ) Comments and/or diagram Soil Type: Sand I Loam I Clay Type of Water: Municipal I Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50'+/- Y N N/A [150'to well required if NO] Absorption Field: Total length ft. Length of each trench ft. ti Depth of trenches ft. —L6.5(/- t .) Size of Stone Seepage Pits: Number � Size: Stone Size: V l i✓ 4. 4/9) Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field/Pit Opening Sealed: Y N End Cap Y N Inlet/Outlet Pipes&Baffles Y N Manholes 12"or less below grade Y N [provide extension collar if Yes] _Y N Location 1 Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits _// ft. Conforms as per Plot Plan N Engineer Report and As-Built N ETU Maintenance Contract provided Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Statu : Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Septic Inspection Report Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518) 761-8256 Arrive: am/pm Depart: / am/pm Date Inspection request received: Inspector's q Initials:a'-A-,r) NAME: BOOPKN‘ PERMIT#: 2�l'3 —Ci'cV LOCATION: DATE: 4 tZ:s-- r4-. TYPE OF STRUCTURE: Comments: _Yes No NIA 4" Building Number Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 18 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Deck Bracing/Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim I doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents Bathroom Fans,if no window Plumbing fixtures "TO t-�- Foundation insulation to floor/Sticker on Panel p Duct work sealed properly/Blower Door Test Certification _ _ Floor truss,draft stopping finished basement 1,000 sq.ft. d--t Emergency egress below grade - --1 -1`--/I4-. 7 Gas Furnace shut-off within 30 feet or within line of site Ply Oil Furnace shut-off at entrance to furnace area 1• Furnace/Hot Water Heater operating Low water shut-off boiler - Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum%"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Gas Logs in Sealed or Glass Enclosure Final Electrical; Energy Saving Light Bulbs 50% Final Survey Plot Plan Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification,if req Okay to issue C/C or Cl O ra Permanent L:1Building&Codes FormslBuilding&Codesllnspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised 6126108;Revised 12/22/10, Revised 04/13/11 hu r-s 1.3 Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518) 761-8256 Arrive: am/pmt, De art: , 0 am/pm Date Inspection request received: Inspector's Initials: � NAME: (\--C�'� PERMIT#: / 3 —09 g LOCATION: ^j i ('d S& i( DATE: 'Ii---a1 1 TYPE OF STRUCTURE: SF,L Comments: Yes No NIA 4" Building Number Address visible from road Chimney Chimney Height/"B"Vent/Direct Vent Location 4 Fresh Air Intake 3 inch Plumbing Vent through roof minimum 18 inches vV// Roof Complete/Exterior Finish Complete Platform at all exterior doors V y Handrail 4 or more risers V Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more � Handrail Termination at Newell Post or Wall ►J Interior/Exterior Railings 34 inches to 38 inches V Deck Bracing/Handicapped Ramp Compliant 67j ti/ Grade away from foundation 6 inches with 10 feet / 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight I�Safety glazing/Window in stairwells safety glazing Interior Smoke De- ors/Carbon M�jonoxide Detectors Every level: \_ Ev Bedro cn: ij / Outside every bedroom rea: r!!!!!! V Inter Connected: l Battery backup: �� /'� Attic access 30 inches x 22 inches x 30 inches(height)in accessible area V 77 Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents Bathroom Fans,if no window /� Plumbing fius / —‘7— ( t �� Foundation insulation to floor/Sticker on Panel • t� -f Duct work sealed properly/Blower Door Test Certification Floor truss,draft stopping finished basement 1,000 sq.ft. / Y Emergency egress below grade 1/ ✓ c'efl yFt Gas Furnace shut-off within 30 feet or within line of site ! SIR Oil Furnace shut-off at entrance to furnace area / >/ E. tf V. ✓ 4 Furnace/Hot Water Heater operating t/ Low water shut-off boiler / t `<'r��- Relief Valve(s)installed/Heat Trap/Water Temp 110 6// t �~ Enclosed Stairs Sheetrock Underside minimum W Gypsum �/VZ �‘ ^er . r" l Basement stairs closed rise>4 inches Garage Floor Pitched . 01..-1( t,�-- g Garage fireproofing/3/4 hour fire door/door closer Gas Logs in Sealed or Glass Enclosure / AR � Final Electrical; Energy Saving Light Bulbs 50% `/ Final Survey Plot Plan E�� 0 t'1/�-- .—n t-2--C j' _ c.--:-Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles `� — ( ex Gas Pipe Bonding I . , ���f�^_i( 7- A . es is System/Sewer Dept. Inspection Sticker — -� !fie P_,; ariance re•uired • ilk ) Plain Certification, if re uire Okay to issue C/C or C! porary/Permanent j ' — ID L:1Building&Codes Forms\Building&Codeslinspection Forms\Residential Final Inspection Form_revised_100405.doc; Revised January 7,2008; Revised 6/26/08;Revised 12/22110, Revised 04/13/11 9 / / )1A-- Septic Inspection Report L( ((7 L . Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm art:0 ; i •am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: 1' t IC\ \ PERMIT NO.: 3 , L LOCATION: —7-7 i'-),r,-0.4! s . 1 l 11 , INSPECT ON: if/1 yi �( RECHECK: - -- Comments and/or diagram Soil Type: Sand 2 Loam'/ Clay Type of Water: Municipal / Well Water Waterline separation distance ft. ' .7T,.> C t. Well separation distance rov-e ft. Other wells: ft. - 1'.)'' 'J Well Casing Length 50' + / - Y N N/A [150'to well required if N] -Z` ...—. Absorption Field: Total length ` 'c ft. LI Length of each trench -:--S-C ,omft. Depth of trenches /E:- --2._ -yft. Size of Stone ~� L P9 See a e Pits: Number \ �� Size: x f,fr Stone Size: Piping Size Type Building to tank A;` 1� `� �^ Tank to Distribution Box L - -St-�--f•7,‹ Distribution Box to Field/ Pit -t--.1) - 1-,/ _:---1.7.1::: Opening Sealed: N End Cap y N Inlet/Outlet Pipes &Baffles VY N Manholes 12"or less below grade Y NA [provide extension collar if Yes] ._TY N/ Location / Separations 2(Z)2, ' �' j'l�J — Foundation to tank I I ft. F. 5 1 f io- "t, Foundation to absorption -7, ft. __ _ Separation of Pits 'f r . CIO-TO-1°4 U t Conforms as per Plot Plan _ Y - Engineer Report and As-Built _Y N ETU Maintenance Contract Y N •rovided Location f-System on Property: (_Front Rear Left Side Right Side Middle Front Middle Rear System Use Stat : Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved L:\Pam Whiting\2010\Building Codes Forms\Inspection Forms\Septic Inspection ReporL03 29 10.doc ,AAA a IOWA Town of Queensbury Fire Marshal 742 Bay Road Queensbury, NY 12804 761-8205/761-8206 fax 745-4437 Factory Built Gas Fireplace/Stove Inspection Report Notice: New York State requires that all UL Listed,factory built appliances be installed according to the instructions and specifications contained in the Installation Manual accompanying the appliance. No deviation from the manufacturer's (:1 instructions or specifications is allowed. Permit# 1`3-8 Schedule Inspection 1 �✓//. Time /1 a pm anytime Inspector /} n Name (2)�(\4 2 r1 Address !r� it c -q d( ,p/ Rough In //Final_ Appliance Manufacturer 1/9lf6 ._,4 &9,2/r-1Model# Direct Vent Factory Built Chimney Flue Size Double Wall Triple Wall Insulated Yes o N/A Comments Floor Protection FA Clearances to Combustibles (all sides) / Firestop(s) Vertical Chase Wall Penetration Vent Clearances to Combustibles ►/ VentLiutve Chimney Terminaion roof A telt � penetration;2 feet above any Y combustible construction within 10 feet Gas Shut-Off Valve Combustion Air Hearth Extension (if any) #d / 4/4/i.e(PP MantelX / i7 JM 54-44 SGG21/ Height above f/p opening P" ' lj� .- -Ts /**7 --7 c YL Witness Operation Tank Placement(if LP) \/ CO Detection CSST Bonding White—Building Dept. Yellow—Cust)mer Pink—Fire Marshal Town of Queensbury Fire Marshal , � 742 Bay Road Queensbury, NY 12804 761-8205/761-8206 fax 745-4437 Factory Built Gas Fireplace/Stove Inspection Report Notice: New York State requires that all UL Listed, factory built appliances be installed according to the instructions and specifications contained in the Installation Manual accompanying the appliance.No deviation from the manufacturer's instructions or s eci cations is allowed. (7 Permit# 13 - © q D Schedule Inspection // '3 3 Time ®•5 am pm anytime Inspector Name e> 1\4-f'n Address /7 r Lir elsctft EW Rough In Xinal_ Appliance Manufacturer /115 Ylik,4,172145- Model# Direct Vent Factory Built Chimney )( Flue Size Double Wall Triple Wall Insulated Yes No N/A Comments Floor Protection 171 gegr 7/01A Clearances to Combustibles ( sides) Firestop(s) Vertical Chase / Wall Penetration Vent Clearances to Combustibles Vent/Chimney Termination Chimney height must be 3 feet above roof A/5 G' ClA1 h Ole penetration;2 feet above any combustible If construction within 10 feet Gas Shut-Off Valve V Combustion Air Hearth Extension (if any) NllZedjtls / Mantel //// / LG� 1SAl/�iG� � v Height above f/p opening of I o 1emi-mi Witness Operation 1/ Tank Placement(if LP) CO Detection V CSST Bonding • White—Building Dept. Yellow—Customer Pink—Fire Marshal g -i � Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/ in art` am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initial NAME: e n PERMIT #: l 3-oX LOCATION: 7-. f t INSPECT ON: 1'1'1 \--2A\ TYPE OF STRUCTURE: __LED_ Y N N/A Rough Plumbing / Nail Plates Plumbin• Vent/Vents in Place . ■ 1 % inch minimum Drain Size Washing Machine Drain 2 inch minimum ■ Cleanout eve 100 feet I chan.e of direction Pressure Test Drain /Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.I for 15 minutes Insulation /Residential Check/ Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 . _ ICYNENE � THE EVOLUTION OF INSULATION INSULATION CERTIFICATE This form must be filled out and posted to comply with building code requirements. Meets IRC requirements: 2006 IRC- N1101.2,N1101.4,N1101.8 2009 IRC- N1101.2, N1101.4, N1101.8 2012 IRC- N1101.3,N1101.7, N1101.12 The following spray polyurethane foam procluct(s) has/have been installed. ❑ LD-C-50 ❑LD-R-50 ❑ MD-C-200 ❑ MD-R-200 ❑ MD-R-210 ❑Other Please consult International Building Code(IBC), Chapter 26-Plastic and International Residential Code(IRC) 2006 IRC R314, 2009 IRC R316, 2012 IRC R316- Foam Plastics for specific requirements.The aforementioned Icynene spray polyurethane foam insulation system(s) has/have been installed in accordance with manufacturer's processing guidelines to provide a thermal resistance of: Area Insulated A Aged R-Value Thickness* Attic Area / o F i4t'7 4(/��rr�xl4���� R- 3, at /Z).:5 inches Sloped Ceilings R- at inches Walls(location): fsc-}- 162 L.,c-IIS R- 2.0 at 5,54 inches Walls(location): R- at inches Floors(over an unheated crawl space) R- at inches Crawl Space Perimeter R- at inches Basement Walls R- at inches Other(location): R- at inches 'Nominal thicknesses are representative of held,spray-applied foam material. Jobsite Address "]-7 3(ke5.4-11 Pc ,_y 1,c1 Date of Insulation Installation /p /2c/3 Building Contractor vE vi, Insulation Contractor i(�.,� tot Insulation Contractor Phone 6lej ( L3 -7o(n :.�,,�.,,;}:a,,.i,Y,s, .,•„.M,rA,. Installed By INSULATION CERTIFICATE • DO NOT REMOVE Please post near electrical panel. • ICYNENE Inc. • 6747 Campobello Road,Mississauga ON L5N 2L7 Canada • ICYNENE.COM • • Es ICC EVALUATION • • • . � SERVICE • • • . • • Most Widely Accepted and Trusted ICC-ES Evaluation Report ESR-1826* Reissued February 1, 2012 This report is subject to renewal February 1, 2013. www.icc-es.org I (800) 423-6587 I (562) 699-0543 A Subsidiary of the International Code Council° DIVISION: 07 00 00—THERMAL AND MOISTURE 3.0 DESCRIPTION PROTECTION 3.1 General: Section: 07 21 00—Thermal Insulation Icynene LD-C-5OTM and LD-C-50 v2 are low-density, open- REPORT HOLDER: cell, polyurethane foam plastic insulations and air barrier systems that are 100 percent water-blown with an installed ICYNENE, INC. nominal density of 0.5 pcf (8 kg/m3). The insulations are 6747 CAMPOBELLO ROAD two-component, spray-applied products. The two MISSISSAUGA,ONTARIO L5N 2L7 components of the insulation are polymeric isocyanate CANADA (A-Component, also known as Base Seal®)and proprietary (905)363-4040 resin (B-Component, LD-C-50 or LD-C-50 v2 Resin, also www.icynene.com known as, Gold Seal®). The A-Component must be stored at a temperature of 50°F (10°C)or greater,and has a shelf EVALUATION SUBJECT: life of six months. The B-Component must be stored at temperatures below 100°F (37.8°C), and has a shelf life of ICYNENE LDC5OTM AND LD-C-50 VERSION 2 (v2) six months. 1.0 EVALUATION SCOPE 3.2 Surface Burning Characteristics: Compliance with the following codes: When tested in accordance with ASTM E84/UL 723, at a thickness of 6 inches (152 mm) and a nominal density of • 2012 and 2009 International Building Code®(2009 IBC) 0.5 pcf(8 kg/m3), Icynene LD-C-50 and LD-C-50 v2 have a • 2012 and 2009 International Residential Code® (2009 flame spread index of 25 or less and a smoke-developed IRC) index of 450 or less. Thicknesses of up to 71/2 inches (190.5 mm)for wall cavities and 111/2 inches (292 mm)for • 2012 and 2009 International Energy Conservation ceiling cavities are recognized based on room corner fire Code®(2009 IECC) testing in accordance with NFPA 286, when covered with ■ Other Codes(see Section 8.0) minimum 1/2-inch-thick (13 mm) gypsum board or an equivalent thermal barrier complying with the applicable Properties evaluated: code. • Surface burning characteristics 3.3 Thermal Resistance: • Physical properties Icynene LD-C-50 and LD-C-50 v2 have thermal resistance ■ Thermal performance(R-values) (R-values)at a mean temperature of 75°F(24°C)as shown in Table 1. • Attic and crawl space installation 3.4 Air Permeability: • Fire resistance Icynene LD-C-50T" and LD-C-50 v2 spray-applied foam • Air permeability plastic insulations, at a minimum thickness of 31/2 inches • Noncombustible construction (89 mm), are considered air-impermeable insulation in accordance with IRC Section R202, based on testing in 2.0 USES accordance with ASTM E283. Icynene LD-C-50T" and LD-C-50 v2 are used to provide 3.5 Intumescent Coatings: thermal insulation in buildings and to seal areas such as plumbing and wiring penetrations against air infiltration, in 3.5.1 No Burn Plus XD: No Burn Plus XD intumescent Types I, II, III, IV and Type V construction (IBC) and coating is a latex-based coating supplied in 1-gallon (4L) dwellings under the IRC. The insulations may be used in and 5-gallon (19L) pails and 55-gallon (208 L) drums. The fire-resistance-rated construction when installed in coating material has a shelf life of 12 months when stored accordance with Section 4.5 and in Types I through IV in factory-sealed containers at temperatures between 40°F construction when installed in accordance with Section 4.6. (4.4°C)and 90°F(32.2°C). *Revised November 2012 ICC-ES Evaluation Reports are not to he construed as representing aesthetics or any other attributes not specifically addressed,nor are they to he construed as an endorsement of the subject oldie report or a recommendation for its use. There is no warranty kr ICC Evaluation Service.LLC.express or implied,as \` to any finding or other matter in this report.or as to any product covered by the repot. „^,i =1"7.= Copyright - Copyright©2012 Page 1 of 5 ESR-1826 I Most Widely Accepted and Trusted Page 2 of 5 3.5.2 DC 315: DC 315 intumescent coating is a water- 4.4 Attics and Crawl Spaces: based coating supplied in 5-gallon (19L) pails and 4.4.1 Application with a Prescriptive Ignition Barrier: 55 gallon (208L) drums. The coating material has a shelf When Icynene LD-C-50TP" and LD-C-50 v2 foam plastic life of 24 months when stored in factory-sealed containers at temperatures between 41°F(5°C)and 95°F(35°C). insulations are installed within attics where entry is made only for service of utilities, an ignition barrier must be 4.0 INSTALLATION installed in accordance with IBC Section 2603.4.1.6 and 4.1 General: IRC Sections R316.5.3 and R316.5.4, as applicable. The ignition barrier must be consistent with the requirements The manufacturer's published installation instructions and for the type of construction required by the applicable code this report must be strictly adhered to and a copy of these and must be installed in a manner so that the foam plastic instructions and this evaluation report must be available on insulation is not exposed. The insulation may be installed the jobsite at all times during installation. in unvented attics in accordance with the 2009 IRC Section 4.2 Application: R806.4 or 2012 IRC Section R806.5,as applicable. Icynene LD-C-50 TM and LD-C-50 v2 foam plastic 4.4.2 Application without a Prescriptive Ignition insulations must be applied using spray equipment Barrier: Where Icynene LD-C-50 and LD-C-50 v2 foam specified by Icynene, Inc. The insulation must not be used plastic insulation is installed in an attic or crawl space in areas which have a maximum service temperature without a prescriptive ignition barrier, in accordance with greater than 180°F (82°C). The foam plastic insulation Sections 4.4.2.1, 4.4.2.2, 4.4.2.3 and 4.4.3, the following must not be used in electrical outlet or junction boxes or in conditions apply: contact with rain or water, and must be protected from the 1. Entry to the attic or crawl space is only for service of weather during and after application. Where the insulation utilities and no storage is permitted. is used as air-impermeable insulation, such as in unventilated attic spaces regulated by IRC Section R806, 2. There are no interconnected attic, crawl space or the insulation must be installed at a minimum thickness of basement areas. 3.5 inches (89 mm). The insulation can be installed in one 3. Air in the attic or crawl space is not circulated to other pass to the maximum thickness. Where multiple passes parts of the building. are required,the cure time between passes is negligible. 4.3 Thermal Barrier: 4. Combustion air is provided in accordance with IMC Section 701. 4.3.1 Application with a Prescriptive Thermal Barrier: Icynene LD-C-50 TM and LD-C-50 v2 foam plastic 5. Attic ventilation is provided when required by IBC insulations must be separated from the interior of the Section 1203.2 or IRC Section R806, except when building by an approved thermal barrier, such as 1/2-inch air-impermeable insulation is permitted in unvented (12.7 mm) gypsum wallboard installed using mechanical attics in accordance with Section R806.4 of the 2009 fasteners in accordance with the applicable code, or an IRC or Section R806.5 of the 2012 IRC. equivalent 15-minute thermal barrier complying with the 6. Under-floor (crawl space) ventilation is provided when applicable code. When installation is within an attic or required by IBC Section 1203.3 or IRC Section crawl space as described in Section 4.4, a thermal barrier R408.1, as applicable. is not required between the foam plastic and the attic or crawl space, but is required between the foam and the 4.4.2.1 Attics — LD-C-50 and LD-C-50 v2: In attics interior of the building. Thicknesses of up to 71/2 inches Icynene LD-C-50T" LD-C-50 v2. foam plastic insulation (190.5 mm)for wall cavities and 111/2 inches (292 mm)for may be spray-applied to the underside of the roof ceiling cavities are recognized based on room corner fire sheathing and/or rafters, as described in this section. The testing in accordance with NFPA 286, when covered with thickness of the foam plastic applied to the underside of minimum 1/2-inch-thick (13 mm) gypsum board or the roof sheathing must not exceed 14 inches (356 mm). equivalent thermal barrier complying with, the applicable The thickness of the spray foam insulation applied code. to vertical wall surfaces must not exceed 5.5 inches (140 mm). The insulation must be covered on all surfaces 4.3.2 Application without a Prescriptive Thermal with one of the coatings described in Section 3.5. The Barrier or Ignition Barrier: The prescriptive 15-minute coating must be applied over the insulation in accordance thermal barrier or ignition barrier may be omitted when with the coating manufacturer's instructions and this report. installation is in accordance with this section. The Surfaces to be coated must be dry, clean, and free of dirt, insulation and coating may be spray-applied to the interior loose debris and other substances that could interfere with facing of walls, the underside or roof sheathing of roof adhesion of the coating. The coating is applied in one coat rafters, and in crawl spaces, and may be left exposed as with low-pressure airless spray equipment. The coating an interior finish without a prescribed 15-minute thermal must be applied to a thickness as follows: barrier or ignition barrier. The thickness of the foam plastic applied to the underside of the roof sheathing must not ■ No Burn Plus XD at a minimum dry film thickness of exceed 14 inches (356 mm). The thickness of the spray 4 mils(6 wet mils)at 270 ft2 per gallon. foam insulation applied to vertical wall surfaces must not • DC 315 at a minimum dry film thickness of 3 mils (4 wet exceed 6 inches (152 mm). The foam plastic must be mils)at 400 ft2 per gallon. covered on all surfaces with DC 315 coating at a minimum thickness of 13 dry mils, 20 wet mils, 80 ft2 per gallon. The The coatings must be applied when ambient and coating must be applied over the insulation in accordance substrate temperature is at least 60°F (16°C)and no more with the coating manufacturer's instructions and this report. than 95°F (35°C). All other surfaces (including glass) must Surfaces to be coated must be dry, clean, and free of dirt, be protected against damage from the coating. The loose debris and other substances that could interfere with insulation may be installed in unvented attics when the adhesion of the coating. The coating is applied in one coat foam plastic is applied at a minimum thickness of 3.5 with low-pressure airless spray equipment. inches (89 mm) as described in this section in accordance ESR-1826 I Most Widely Accepted and Trusted Page 3 of 5 with the 2009 IRC Section R806.4 or Section R806.5 of the face, attached with 8d box nails, 21/2 inches (64 mm) long 2012 IRC. and spaced 7 inches (178 mm) on center along the studs 4.4.2.2 Attics — LD-C-50 v2: When LD-C-50 v2 is for the face layer and 6d cement coated box nails,2 inches applied in unvented attics conforming to 2012 IRC Section (51 mm) long and spaced 24 inches (610 mm) on center R806.5 or 2009 IRC Section R806.4,the insulation may be along the studs. The stud cavity contains Icynene applied to the underside of roof sheathing and/or rafters to insulation nominally 2 inches(51 mm)thick. a minimum thickness of 51/2 inches (140 mm) and a Axial loads applied to the wall assembly must be limited minumum thickness of 1'/2 inches (38 mm) over the to the least of the following: rafters; and may be applied to vertical wall surfaces to a • 1,805 pounds (8029 N)per stud. minimum thickness of 51/2 inches (140 mm) and a minumum thickness of 11/2 inches (38 mm)over the studs. ■ Design stress of 0.78 F'c. Maximum thickness on the underside of roof sheathing or on vertical wall surfaces is 20 inches (508 m ). The • Design stress of 0.78 F'c at a maximum le/d of 33. insulation may be left exposed to the attic wit out a 4.5.3 Assembly 3 (Floor/Ceiling): Minimum nominally prescriptive ignition barrier or an intumescent coating. 2-by-10 [1 /2 by 91/4 inches (38 mm by 235 mm)] Douglas The attic must have attic access complying wi h IRC fir, No.2 grade wood joists spaced 24 inches (610 mm)on Section R807, horizontally placed in the floor, and opening center, with minimum 1-by-3 [3/4 by 21/2 inches (19.1 by outward toward the living space. Items penetrating the roof 64 mm)] spruce bridging at mid-span. Floor decking must deck or walls, such as skylight wells and vents, must be be minimum 1/2-inch-thick (12.7 mm) exterior grade • covered with a minimum of 51/2 inches (140 mm) of the plywood installed perpendicular to joists and fastened with LD-C-50 v2 insulation. 2-inch-long (51 mm)ring shank nails 6 inches(152 mm)on center at the joints and 12 inches (305 mm) on center at 4.4.2.3 Crawl Spaces: In crawl spaces, Icynene LD-C- the intermediate joists. Plywood joints must occur over 50 and LD-C-50 v2 insulation may be spray-applied to joists. Icynene insulation must be applied to the underside vertical walls and the underside of floors, as described in of the plywood deck between the joists to a depth of 5 this section. The thickness of the foam plastic applied to inches (127 mm). Two layers of minimum 5/8-inch-thick the underside of the floors must not exceed 14 inches (15.9 mm), Type X gypsum wallboard must be attached (356 mm). The thickness of the spray foam insulation perpendicular to the joists on the ceiling side of the applied to vertical wall surfaces must not exceed 31/2 assembly. The first layer must be attached with 11/4-inch- inches (88.9 mm). The foam plastic does not require an long (32 mm), Type W drywall screws, spaced 24 inches ignition barrier or a coating. (610 mm) on center. The second layer must be applied 4.4.3 Use on Attic Floors: When used on attic floors, perpendicular to the joists, offset 24 inches (610 mm)from Icynene LD-C-50TH and LD-C-50 v2 foam plastic insulation the base layer. The second layer must be attached with may be installed at a maximum thickness of 111/2 inches 2-inch-long (51 mm), Type S drywall screws spaced 12 (292 mm) between joists in attic floors. The insulation must inches (305 mm) on center. Additional fasteners must be be separated from the interior of the building by an installed along the butt joints of the second layer, securing approved thermal barrier. The coatings specified in in the two layers together. These fasteners must be 11/2-inch- Section 4.4.2.1 and the ignition barrier in accordance with long (38 mm), Type G drywall screws placed 2 inches IBC Section 2603.4.1.6 and IRC Section R316.5.3, may be (51 mm) back from each end of the butt joint and spaced omitted. 12 inches (305 mm) on center. The wallboard joints on the exposed side must be treated with paper tape embedded 4.5 One-hour Fire-resistance-rated Assemblies: in joint compound and topped with an added coat of 4.5.1 Assembly 1 (Limited Load-bearing Wood Stud compound, and the fastener heads must be coated with Wall): Minimum nominally 2-by-4 [11/2 by 31/2 inches joint compound in accordance with ASTM C840 or (38 mm by 89 mm)] southern pine (G =0.55), No. 2 grade GA-216. studs spaced 16 inches (406 mm) on center with a base 4.5.4 Assembly 4 (Non-loadbearing Steel Stud Wall): layer of 1/2-inch-thick (12.7 mm) wood fiber sound board Nominally 6-inch-deep (152.4 mm), No. 18 gage, installed horizontally on each face with vertical joints galvanized steel studs spaced 16 inches (406.4 mm) on located over the studs, attached with 6d box nails,2 inches center, are friction-fit into No. 18 gage galvanized steel (51 mm) long and spaced 24 inches (610 mm) on center floor and ceiling track with a layer of 5/8-inch-thick along the studs, and a second layer of 5/8-inch-thick (15.9 mm),Type X gypsum board applied to the interior (15.9 mm)Type X gypsum wallboard installed vertically on side with the long edge parallel to steel studs and secured each face, attached with 8d box nails, 21/2 inches (64 mm) using No. 6, 11/4-inch-long (31.7 mm), self- drilling drywall long and spaced 7 inches (178 mm) on center along the screws spaced 8 inches (203 mm) on center around the studs. The stud cavity contains Icynene insulation perimeter and 12 inches (305 mm) on center in the field. nominally 2 inches(51 mm)thick. The gypsum board joints must be treated with vinyl or Axial loads applied to the wall assembly must be limited casein, dry or premixed joint compound applied in two to the least of the following: coats to cover all exposed screw heads and gypsum board • 1,805 pounds(8029 N)per stud. butt joints, and a minimum 2-inch-wide (51 mm) paper, plastic, or fiberglass tape embedded in the first layer of • Design stress of 0.78 F'c. compound over butt joints of the gypsum board. The stud • Design stress of 0.78 F'c at a maximum le/d of 33. cavity is filled with Icyneneinsulation up to 6 inches (152 mm) thick. DensGlass® Gold Exterior Sheathing, 4.5.2 Assembly 2 (Limited Load-bearing Wood Stud /2 inch (12.7 mm) thick, is installed parallel to steel studs Wall): Minimum nominally 2-by-4 [11/2 by 31/2 inches with vertical joints offset a minimum of 16 inches 406 mm) (38 mm by 89 mm)] southern pine (G =0.55), No. 2 grade from the vertical joints of the gypsum board and the studs spaced 16 inches (406 mm) on center with two horizontal joints offset a minimum of 24 inches (610 mm) layers of 1/2-inch-thick (12.7 mm) Type X gypsum from the horizontal joints of the gypsum board. The wallboard installed vertically with joints staggered on each sheathing is attached using No. 6, 11/4-inch-long ESR-1826 I Most Widely Accepted and Trusted Page 4 of 5 (31.7 mm), self-drilling drywall screws spaced 8 inches 5.1 This evaluation report and the manufacturer's (203 mm) on center around the perimeter and in the field. published installation instructions, when required by Hohmann & Barnard DW-10 brick ties, 6 inches (152 mm) the code official, must be submitted at the time of long by 1112-inches (38 mm) wide, are spaced 16 inches permit application. (406.4 mm) on center vertically on each steel stud, and 5.2 The insulation must be installed in accordance with secured, using two 15/8-inch-long (41.3 mm) self-drilling screws,through 4-inch(102 mm)red clay brick[31/2 inches the manufacturer's published installation instructions, (88.9 mm) by 21/4 inches (57.1 mm) by 73/4 inches this evaluation report and the applicable code. If there (197 aim)] laid in a running bond pattern with Type S is a conflict between the installation instructions and mortar, leaving a nominally 1-inch (25.4 mm) air gap this report,this report governs. between the brick and the exterior sheathing. 5.3 The insulation must be separated from the interior of Optional: It is permitted to add code-complying, the building by an approved 15-minute thermal expanded polystyrene (EPS), extruded polystyrene (XPS), barrier, except when installation is as described in foil-faced, rigid polyurethane board stock or polyurethane Section 4.3.2 or in attics and crawl spaces as spray foam on the exterior of the wall (between the described in Section 4.4.2 and 4.4.3. DensGlass Gold sheathed wall and the brick), while 5.4 Since the performance of LD-C-50 v2, when installed maintaining the 1-inch (25.4 mm) air space. The length of in unvented attics without a code-prescribed ignition the brick ties must be increased to account for the barrier or an intumescent coating, is based on fire thickness of the insulation. performance of an unvented attic, the installation 4.6 Exterior Walls in Type I, II, III and IV Construction: must be approved by the code official as conforming with the provisions of Section 4.4.2.2 and Conditions 4.6.1 General:When used on exterior walls of Types I, II, 1 to 5 of Section 4.4.2. III or IV construction, the assembly must comply with IBC 5.5 The insulation must not exceed the thickness and Section 2603.5 and this section, and the LD-C-50 and density noted in Sections 3.2,4.3,4.4,4.5 and 4.6. LD-C-50 v2 insulation must be installed at a maximum thickness of 6 inches (152 mm). The potential heat of 5.6 The insulation must be protected from the weather Icynene LD-C-50 and LD-C-50 v2 insulation is 494 Btu/ft2 during and after application. (5.6 MJ/m2) per inch of thickness, when testing is in 5.7 The insulation must be applied by licensed dealers accordance with NFPA 259. and installers certified by Icynene, Inc. 4.6.2 Exterior Face: Nominally 6-inch-deep (152 mm), 5.8 Use of the insulation in areas where the probability of No. 18 gage, galvanized steel studs spaced 16 inches termite infestation is "very heavy" must be in (406 mm) on center, are fastened to No. 18 gage, accordance with IRC Section R318.4 or IBC Section galvanized steel floor and ceiling track using No. 8, 2603.8,as applicable. /8-inch-long (22.2 mm), self-tapping pan head framing screws. GP DensGlass Gold Exterior Sheathing, 1/2 inch 5.9 Jobsite certification and labeling of the insulation must (12.7 mm) thick, is installed over the exterior side of steel comply with IRC Sections N1101.4 and N1101.4.1 studs with the long end perpendicular to the steel studs, and IECC Sections 303.1.1 and 303.1.2, as using No. 6, Type S, 11/4-inch (31.7 mm), self-tapping applicable. bugle head screws spaced 8 inches (203 mm) on center 5.10 When LD-C-50 v2 insulation is installed under around the perimeter and in the field. The stud cavity is Section 4.4.2.2 of this report, a certificate must be filled with Icynene insulation to a nominal thickness of placed in the attic stating that the foam plastic 6 inches(152 mm). insulation has been installed in accordance with 4.6.3 Interior Face: Type X gypsum board, 5/8 inches Conditions 1 to 5 of Section 4.4.2 and the terms of (15.9 mm) thick, is installed with the long dimension Section 4.4.2.2 of ESR-1826; any alterations to the perpendicular to steel studs with No. 6, Type S, 11/4 inch- attic or insulation must be consistent with those long (31.7 mm), self-tapping, bugle head screws spaced 8 requirements. inches(203 mm)on center around the perimeter and in the 5.11 A vapor retarder must be installed in accordance field.The gypsum board joints must be treated with vinyl or with the applicable code. casein, dry or premixed joint compound applied in two coats to cover all exposed screw heads and gypsum board 5.12 Icynene LD-C-50 and LD-C-50 v2. foam plastic butt joints, and a minimum 2-inch-wide (51 mm) paper, insulation are manufactured in Mississauga, Ontario, plastic, or fiberglass tape embedded in the first layer of Canada, under a quality control program with compound over butt joints of the gypsum board. inspections by Intertek Testing Services(AA-691). 4.6.4 Exterior Wall Covering: Details of the exterior wall 6.0 EVIDENCE SUBMITTED covering must be provided to the code official by the report 6.1 Data in accordance with the ICC-ES Acceptance holder, designer or specifier, with an engineering analysis Criteria for Spray-applied Foam Plastic Insulation demonstrating that (1) the exterior wall covering conforms (AC377), dated June 2011, including reports of tests to ASTM E136 and (2) the addition of the wall covering to in accordance with Appendix X (Section 4.4.2.1) and the assembly described in this section does not negatively Appendix C(Section 4.4.2.2). affect conformance of the assembly with the requirements of IBC Section 2603.5. 6.2 Test report on air leakage rate in accordance with 5.0 CONDITIONS OF USE ASTM E283. 6.3 Reports of room corner fire testing in accordance with The Icynene LD-C-50TM and LD-C-50 v2 spray-applied NFPA 286. polyurethane foam plastic insulations described in this report comply with, or are suitable alternative to what is 6.4 Test reports in accordance with ASTM E119. specified in,those codes listed in Section 1.0 of this report, 6.5 Test report in accordance with NFPA 285, and related subject to the following conditions: engineering analysis. ESR-1826 Most Widely Accepted and Trusted Page 5 of 5 6.6 Reports of tests in accordance with NFPA 259. 8.2 Uses: 6.7 Reports of fire tests in accordance with ASTM E970. The products comply with the above-mentioned codes as 6.8 For LD-C-50 v2, an engineering evaluation, including described in Sections 2.0 to 7.0 of this report, with the full-scale fire testing, small-scale testing and fire revisions noted below. modeling. • Application with a Prescriptive Ignition Barrier: See 7.0 IDENTIFICATION Section 4.4.1, except attics must be vented in accordance with 2006 IBC Section 1203.2, and crawl All packages and containers of Icynene LDC50TM and space ventilation must be in accordance with 2006 IBC LD-C-50 v2 must be labeled with the Icynene, Inc., name Section 1203.3, as applicable. Additionally, an ignition and address; the product name; the flame spread index barrier must be installed in accordance with 2006 IRC and the smoke-developed index; the shelf life expiration Section R314.5.3 or R314.5.4,as applicable. date; the label of the inspection agency (Intertek Testing • Application without a Prescriptive Ignition Barrier: Services); and the evaluation report number(ESR-1826). See Section 4.4.2, except attics must be vented in Intumescent coatings are identified with the accordance with Section 1203.2 of the 2006 IBC or manufacturer's name and address, the product trade name Section R806 of the 2006 IRC, and crawl space and use instructions. ventilation must be in accordance with Section 1203.3 of 8.0 OTHER CODES the 2006 IBC or Section R408 of the 2006 IRC, as applicable. 8.1 Scope: ■ Jobsite Certification and Labeling: See Section 5.8, In addition to the codes referenced in Section 1.0, the except jobsite certification and labeling must comply products recognized in this report were evaluated for with Sections 102.1.1 and 102.1.11, as applicable, of compliance with the requirements of the following codes: the 2006 IECC. • 2006 International Building Code°(2006 IBC) • Protection Against Termites: See Section 5.7, except • 2006 International Residential Code®(2006 IRC) use of the insulation in areas where the probability of termite infestation is "very heavy" must be in • 2006 International Energy Conservation Code® accordance with Section R320.5 of the 2006 IRC. (2006 IECC) TABLE 1—THERMAL RESISTANCE(R-VALUES)FOR LD-C-50 and LD-C-50 v2 THICKNESS(inches) R-VALUE(°F•ft2•h/Btu) 1 3.7 2 7 3 11 3.5 13 4 14 5 18 5.5 20 6 22 7 25 7.5 27 8 29 9 32 9.5 34 10 36 11.5 41 14 50 20 74 For SI: 1 inch=25.4 mm, 1°F•ft2•h/Btu=0.176 110°K-m2/W. 'R-values are calculated based on tested K values at 1-and 3.5-inch thicknesses. 2R-values greater than 10 are rounded to the nearest whole number. Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection quest received: 1 u13// Queensbury Building & Code Enforcement Arrive: ' ,4i ) am/pm 742 Bay Road, Queensbury, NY 12804 Inspector s Ini gals: NAME: ‘3-M fNi PERMIT#: --o LOCATION: 77 (Sk Sc ( t Y'Uv4 . INSPECT ON: 3 TYPE OF STRUCTURE: V7-71 Y N N/A Plumbing under slab Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 11/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test pL \ kDrain /Vent Air/ Head 5 P.S.I. for 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 50 P.S.I. for for 15 minutes Insulation /Residential Check/Commercial Check Window Sealing Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape Blower Door Test Air Sealing COMMENTS: t•.., 0 u C-A2- -Y Rough Plumbing_Insulation Inspection_02 05 13 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received `) CJ Queensbury Building & Code Enforcement Arrive: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials:Q÷1 NAME: tBn-+Cn PERMIT#: I3-UW LOCATION: ? ? (,rA- f 1 RA. INSPECT ON: /n-( '/_3 TYPE OF STRUCTURE: 3 f (' Yl N N/A COMMENTS: Framing �/� Attic Access 22" x 20" minimum 1 Jack Studs/ Headers Truss Specification Provided 'z Bracing /Bridging N Joist hangers Jack Posts/Main Beams V Exterior sheeting nailed properly 12" O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches / Holes / Bearing Walls Metal Strapping tor-Notches-Top Plate 112;(w)-16-gauge (8) 16D nails each sitie, Draft stopping 1,000 sq. ft. fel ar-tru ss es --Z,_, ?R6‘)-c\ter` � ,i An tror-Butts or less on center Ice ans water shield 24 inches from wall �� �ri Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour j Firestopping ,vJ Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 1/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space /Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above / below grade _ 5.0 sf grade /_, -, AL Design Professional Sign-off, If required (7) w "�'�-I'�` � Framing Firestopping Inspection_Revised_02 05 13 f-Aill4git( v/ Framing / Firestopping Inspection Report J Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: ''-t'`1 am/pm 742 Bay Road. Queensbury, NY 12804 Inspector's Initials: c-.)/vi NAME: (3 C-2ch4) n PERMIT#: / 3 -09g LOCATION: � ? 2 ;l-d it M INSPECT ON: 7 0 1 ?-i_3 TYPE OF STRUCTURE: S F-4 Y N N/A COMMENTS: Framing Attic Access 22" x 20" minimum Jack Studs / Headers Truss Specification Provided Bracing / Bridging Joist hangers Jack Posts / Main Beams Exterior sheeting nailed properly 12" O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches / Holes / Bearing Walls Metal Strapping for Notches Top Plate 11/2 (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center / // (�U r ,� Ice ans water shield 24 inches from wall ./ /724, ,i„r ✓t f [J,1 �/ l Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 1/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space / Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above / below grade 5.0 sf grade Design Professional Sign-off, If required Framing Firestopping Inspection_Revised_02 05 13 Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart:' am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:/)9 NAME: L) Af'- O ri PERMIT#: I 3-09 LOCATION: r] '7 l--- 171051A4' INSPECT ON: / 3 TYPE OF STRUCTURE: _S f= Comments • Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpourcf,'Z— Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Buliding&Codes Fors\Building&Codes\Inspection Fors\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM W& Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: e PERMIT#: % 3- o 9 S LOCATION: 7 '7 _bi r a sail INSPECT ON: 5"31.-I 3 TYPE OF STRUCTURE: S r b Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. _ ‘,/ Foundation/Wallpour Reinforcement in Place � � 942-.5 — Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing , �cr5 _. Footing Drain Daylight or Sump Y Footing Drain Stone: -t�Titc7 � '� -31 12 inch width '-� 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundatlon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 1 huts Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart /pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: n-b v\ PERMIT#: l —U‘?g LOCATION: '? 6 1 ra Gc ( / INSPECT ON: a Lx1 TYPE OF STRUCTURE: Comments Footings V N N Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Walipour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Under Slab C/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 1Karg I Foundation Inspection Report ( ?) Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p Depart) am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: , NAME: PERMIT#: / 3 - 9 g LOCATION: •' ' A / rd s-q 11 INSPECT ON: 7•— / '- / 3 TYPE OF STRUCTURE: F Conimentt Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Foot Sto . 12 m 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: 179 NAME: 1-2-ye PERMIT#: • l,Z> LOCATION: T Q ----— ' ) INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement ,c((of the concrete. purpose on site. Materials for this �, Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump 11( Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Buliding&Codes Fortes\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM f1/16tals- "-le) Foundation Inspection Report i� P Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Dep: . _ am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:644r) NAME: EC°l\-4b PERMIT#: / 3.,09 s. LOCATION: ? 7 £p'rd INSPECT ON: '7_ /—/3 TYPE OF STRUCTURE: F./3 Comments X N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place \// ' Footing Dowels or Keyway in place Foundation Dampproofing 4\5 Foundation Waterproofing n o ,5 Footing Drain Daylight or Sump T �, Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM tteS g -ID Foundation Inspection Report Office No.(518)761-8256 Date Inspection •uest. -j•=IP.: Queensbury Building&Code Enforcement Arrive: V- Depart: __914 :11711-"-- 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: �ll+k Q7 • RMIT#: I 0 ci g LOCATION: 7 '7 6'r dsca i f INSPECT ON: 7 — 9—e 3 TYPE OF STRUCTURE: S .i[) Comments • Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour • Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab _ Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM rI I ,I S 32'12'00" GLEN LAKE 35' CUTTING RESTRICTION ALONG SHORE I �I S�ID[_E ____— OF TOWN CODE 1 35' CUTTING RESTRICTION ALONG SHORE AS PER SEC. -060 S�ID[_E ____— OF TOWN CODE 75.5, +ALO- .- - :—__ l DRAWINGS THE APPROVED SUBDIVISION PLANS WILL TAKE .'�_, 1" " ______ �/ - _-----_-- _ ' ^_ /� ' -- 0.L '' --_,_-_ _ _ _'¢ _,"_ - '- '/-__-__>, ___ -- ____-^-�___```--- ,- "' I-- ___ -,I _ \ _---- _ _ --- \� II I ` ,\,------ _ -_-__ -t2- _ - _I� \ __ �i^\\ , I/1 ; I -- ` - i _ I, _ ' " / I ' 1 \\\\\\\\\\___ `-410--'' r- , _ O _ 11 \\\\ \\ nla /' wl f \ ----- \\\,\ tl _/ STONE ;;III \``\\\\\\111111 II j___,__415--_' //'' /'''/ ' `\I`� ' �''' , .., ' III I I �1 I I LANDS N/F C� ,\\\\tIIII;I1IIIII I -- �� --- ,- - \, ROAI) I IIt I LANDS N/F Of `\IIIIIIIIIIIIIIIIIlfl' /1 O1' "__ _____' ' r-\ \ \\�\\ _; '-- ---'/_ -'ill ' I'll 1 NEWELL IIII�I;II�IIIIIIIll Ill I I _- 00 _ --_--- _-_= \ \ \ \ = ` r -__ ___-_ -__ __4_-_-_'-_ - .-' " "' _ -- \ \ r 11,111,1111 lll I'lll"" I sJ'. -__- _ "-_ ' \ \ ` _ - - / , / I - --- CANTERBU RY 1- ------------ — - - - - - — __ Ia nu I _ -- --- - --- - _ - -- _--- - E PII� Eft3 , / , , ' \IIIIIIIIIIIIllll11jj111✓ �i �'�.�_ _ _Z -®"F 4 �•IL C -`\\\\ --1 t- - --tj' __- `` \` '/I',' _ �- -- - 1 i I 1 \ lj I,141I11111111�_ iii-=_- __ --� --- "5__-"'' - \\ \- ---7- --_- -1'_----------. `� r%; I I \ lihlnmllnt\- = i h2__ ____ _' `=_-_-------_----_' _ - ___ - _ >- \ __ - I __ _ CC _ _" -- -- - / I _ E_' -- --- -- �-- -- ' 7�1 I 1 Rt1\O\\ \N\ --`-- " I Sf, D'1+ ,_ ��..�- 4J •1 N ` ' /,/' ,/," /,,' "I E _s v In I ' ---i- 1 3 4 57 �?` \r:, 4d3�3, s. —r RAIN GARDEN i' 50.0p' \\ S 34'29'00° E 67.11' 3721'09 E / 50,T$ // r_i_�- \ \ yh �F7 -- j b�* �' pD= ' r_-------" / - _ '--+- - - , t\ .- -�' _ -'`"-� -. ir--- it "� 1 \\ \ '''. / M .10 GENERAL NOTES 19 INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM A SURVEY DRAWING PREPARED BY VAN DUSEN & STEVES. SITE PLAN BASED ON APPROVED SUB DIVISION PLANS FOR JOHN WHALEN BY NACE ENGINEERING 2006. REFER TO APPROVED SUB DIVISION PLANS FOR ALL SITE IIv1PROVEMENTS N Akin DETAILS NOT SHOtVH ON THESE dxv� DRAWINGS - WHERE DISCREPANCIES OCCUR BETWEEN ::� DRAWINGS THE APPROVED SUBDIVISION PLANS WILL TAKE W �; z w II PRECEDENCE - ® zNN o 09 i i V r ----------330---------- -A I - H- < 1I_ U d W» a ' LEGEND � , `ro0J�� ----------- PROPERTY LINE a v I ow�B I U (- -------- ----- ------ PROPERTY LINE SETBACKS Iw o 'W ' A z G I EXISTING CONTOURS W o o III� ILU a,w U _L W C i i Q 330 NEW CONTOURS c=) o � _3 W N --E —E E —E UNDERGROUND ELECTRIC SERVICE 55 — ss — Ss _55 SANITARY SEWER J 4_) w w w —w — WATER SERVICE E/P EDGE OF PAVEMENT ' a 1- T LL_ C:, .. --I",, u;-.__ �A°,_- UNDERGROUND GAS SERVICE SITE DATA ��Iflpy 1,I PROPERTY ZONING CLASSIFICATION: WR (WATERFRONT RESIDENTIAL) MINIMUM LOT WIDTH 15� wTA`I }1" G 9.n-�r�s d��NUnBER; 289 , . 7 I. 517-11BACK-a HEQ-UJ1RF,12 PR_QEQ5M FRONT 301-0" 275'-0"t \__'_--_------- \C \ \ , / / I _ Z - SHORELINE 5 -0„117'-4"" RECOMMENDATIONS, TRADE -� I / /, ` - RI ARE LINE 0' " i - _- I /)\ � I I ,/ ,"' I i / / / / i IS \ p5 \ \-I PA110 EL___ -- 1 / _,� _ - -- ,// J 1 , / / \ i 30 -0 170 -2 ASSOCIATION PUBLISHED _ I \ RAIN GARDEN .P \F / \ --i 434.87 v � MAXIMUM BUILDING HEIGHT 28'-0' 27-11" RECOMMENDATIONS AND 1 / --'. I, / / / , i I / I 1 i i / / / i / / I t\ - SAVE ENCH ' & s' O I ``-' .' /' I . / ,'Y "I , / , / / I I , l I I I _ -vi; r� \ I I ca I sn ;, I MINIMUM PERCENT PERMEABLE 75% 90.1% GENERALLY ACCEPTED LOCAL /, / ' i / , /J / l I l I! / PA20POSED/WELL LO,ANUIJ-, \ _ I t_ t w- i' j /' , ^/ 4i I N I I I / l U MIN. LL CAS G REQ'lY _ a` - � 1 s'1 IC I CONSTRUCTION INDUSTRY -- -- '' a / I v '' ---- ------ _ Mh a i 1 .' i i / > ' 18 S.F. 3 ACRES) PRACTICES. �''-''i------" I - ,r /'_--i--1__T__�_7_-'`__L_-�`__L__�__'7 -t_7_ I /=e`�`: 1---- i--- I I i " e` 'y 1�'S t \ ` , , I , A' w rn ;, ,'' r' ; / ° ' ,', / .'' : - FRONTAGE: 114.68 ""-%'_--__. -J' ,,' ,' ,' \,F,' ,I I ,/ f i / / ' i I 1 1.. 1 1 , __ _, I \ ,. r. _. -',a' , / i ./ ' T` U1,5 2.3 ES - / '----- --- -- / 1 ,SF/ / _--V �� . El- I p�', , -,-' i I, i i i , 1 __' , �,.. i I // I/' ,' — - - - \ \ � FI 5.33 L'[i4 a� - ------- -L --- .' , .` I / / / , / / ,1a..1 I I / ./ / ,, -T, °-1I \ 1 ,. 43 , 7 1 f_ Y O ' / / i i J i / ,. L1.E�O�,I�GE CONDITIONS ,.. .� J.__ - - 434 �+�' r - ! " / / - / i; / ;' ° t�10`I'lC; eU - �psEU S _ =- ---I- _ti_-- ', / I / . RAIN GARDEN - -- - -- 1D E " r fi �! ,' ' ({�/ % w _ / / / / I: - COMPONENT AREA PERCE TACE moke detectors are requil Ii .{{1 I :,, :' y / , / / / / ^�!I / 1 '-" 'I I , / / i - .d.. 1� / 't5 , O O / „-- / , ri / J 7 , ,/ N" adjacent to bedrooms and on each flood ` " eg , -- , ' / / I , , / ,1 / / __!✓ to - t -t T 1 / --- i / / / J i level including Lollar 4.1 =}- T .-�'' ' ,' / i / J / / , I 1 j.. i / ,,/ % i i /;' / p - - 4-d' i t , +'_.y 4 1. O� , i % / '.' , / , , TO'fAl_ SITE. 101,516 SF 100.07 ' ,,; N iii. -`i' , /. , I - 1 1 ,��PI h CS-" 1') `I \ 1 \ All smoke detecto s e ca on monoxide / ,' /,' f h 6 tr �1 ! j' i BUILDINGS 3,857 SF 3.8` ,'! I ' /-f/' % , , / �' O/ \J '. �' "-� .- -' F'' ,, ' ' \ I \ 1 , ,'' , , / I I , / J ,% detectors shall be Interco nnected with — - / y __, - _ . F- , zs I \ , n 1 ,{ '`i / i' / i ',' - ' //' , / h� ` - t' , 23 - j / i , i i i i i PAVING &WALKS 6,149 SF 6.1." battery backup arJd iocatc on all levels. / /'' - -_- / ; /, ='l_ ','' , �' �:. �i `\ a'� - r1 , J / , / GREEN SPACE 91,510 SF 90.1% - -, / r7 Z L / /, I .i - _ , I,' ,I ` Carbon monoxide detects are required ;/� -'i i ; - ' /' ,,' / 4 ;I 1 ;J ,'I , ,,_ :.'" ; EAVE TF�ENCH : , _ -.\ \\ 434. i ,�IGW 1,500 GAL i / ; : /' . ; /' .� outside sleeping areas ar on all levels. /' / v '' , , / I SEPTIC TANK - / /'o r-' i Lot I " i /` ,' .• ; '.i/ , -`! / iii : / / I - \ n , / , ../ / / �-y -� I___ _ / / , ,- .1%D•-,�" ; ;'.; ;; ;.,1 I � ; ^\\ ; ; ;�`� .. -s /\ \ n 34.67 '` ,\.,.1. ; '' -BOX .' N T -`(P. -' / ;/ ; i' ; ; / / , TEST PIT INFORMATION _- o ,-r / . - -,--t_._� � R I �, 4 \ NEW D 0" M1 // ( moi® \ '''/ ' i 1 t \\ \\ ,'' ,,' / /i l t-- / `- , 1_E-L-� _''.,^• .:." l ,`1 �i�' ,� j + 1, I ! I -/ / I "' zJ. 1 \ \ \ -- FIN;,-FL,,� I;' I,�1° i i i TEST PIT INFORMATION TAKEN FROM PLACE ENGINEERING J � i ' I \ \\ \`\ \\ \\ '\ \ ` ` EAVE TRE CH II i, I,, / / A , ,1' ,' 1 1 ' ' 1 A\ '\ r„ VfJ �� ��� JANUARY 2006 ` A ` ` -, t fi�� 1 1 I - a l_ ' , 1 1 1 I I I 1 A _ V> __ k� A \\ `v vv `v , v` v` i vI 1' I' 1 ;•`� - _ ,�� jA� A \ EAVE TRENCH I�11 it1+1 I;IJ,I 1i�l°i/ A�4 LATERALS ®5U I I 1 1 ::I 1 1 I' \\ I DRAWINGS PERFORMED BY CHARLES MAINE 20.J N :� 1. _� I 111 # / I I 1 I I I 1 \ V r-•1 I / \ V `v `v vv vv v vvl I I 1 I A ( \ A 1a `;. .,,. I V / III X.. r F / , 1 I 1 , , 1 V v. \ i I /` I NE`Pq ,(,CSILI FENCE -- _ , " ®Iv II },{ Iil,t-1• i , I ,1 NOTICE' J vvI T. 11NE OF 100'vvSEP. BETWEEN �I ,r, J' 1t. �I� (i ,. ' , I I 1 I v v � TP -`t N , I I 1 ` KRAFT PAPER INSULAT I ,,J, I .. / % �`v \\ \ v vvvvvvv \I1 II 11 1\v...Y�v v SF „/�\ 11 1 / , 1 1 1 � 1 1 A\ \\ tV se .:. 1. ® WALL LOCATION AND SEPTIC FILED III Iii; ' ij I °III I;I I _, T II i v _I , * , I. v'\ V v v I I % _`, r . ..N v / v _'R•--:-11, �,: 1 `11:: ,p'C , .,I , I I .: I , 1 v vv .0-9 TOPSOILQJ !{{r 3 a I / % / , - : .\ ,.\I \ '\\ �\ \1 \•\\\\.:� .`-\ `._ \� \\ -_ `\ \ - r III ;,III II I1J. �" K : \; , T. ( I I 1 , , \ \ ,\ ,,,- rnMUST BE COVERED BON I ' , , \ - \ \ 1\ . - _ ` A til I Inl: \ t 9-25 LOAMY FINE SAND l '' / I, I `, i I= 3 I _ NON COMBUSTIBLE BARRIE I / ,i / / / ,-, \ . _ `, `\ `\ III 111 ,-h1 Lill I 1/ : I I \ 25 74" MEDIUM SAND WhfH SOME BOULDERS 1 J X// // / / / \ \ - A,* \ \_`_ _\-l`` __ � \ i i PLAPTEFF w il; Itt it itli ,II R,4TE - I IPJCH i i I \ I , Cn ,'t/ ii i i / i CAR - A.T `� \ BED II li� si111 II, I III ,1, I '1 AIN. 30 SEC. I , --- \ \ i NO SEASONAL HIGH GROUND WATER TABLE WAS OBSERVED (Id / / / / / , / ` \ . ` 1 q Mo I -.� -- --_ \ ? \ I 1 1 , `� I , ;, , r I 1rr , \// / / I / / `\ ` ` `\ 1 H / o _ `_ \ / -_--- III III 1 11 1 I 1'� I / , /' ,'' J 1 / \ / / / / / i _\ \\ `\ `\ \I �tyk \ ,, e` `` \ `\ / rl / " - 1' .11 III 111 �''I I / / , // , __-. l • �,j Q,� / _ \--�.--' i / / / `\ \ `\ \\\ �OJL_, _` �.� `. _ �\`' `- - _ _ I I 1 I ,: -T>- �l-i' ,.14 _2.1} r(Ttl III `, „ "1`(P. ,I ,' ''. / ,' _ - _ /} - - _ �. ,� -`�-' i / ,�\ �\\ `\\ `\ \\ /f` ` ``,, ` `` / / I 1 ' l W I�� 'l1I II -111' ,11 1 1D'D MIN , / ,- ,'' ,' ', ,'' _!- _ - _ _ _ --,.___" / / \ \ CO ` \ ,1 1l / /-' -- PER BION TEST INFORMATION � ll p „' -"' ,-' \ --_/ i `\ \` \\ \\ \\ /, RpOR \ -\` �- - __ `Sy \ I I I 1 Il I II1I, 11I 11 L I -i i ' I / ,' /'' , /' ,' --- _ _ ` _ _ \,'' -' - \/ ,-.. \` \\� `_ `-. \I-,_\-\ /' %/(JN \ `` %� �. -_` ..``_`�.`�\\ t I I \ it! 1 , I , 'ij 1/ / / ,/ _ - >� N �/ °, (m'�J, - _ _ F _ _ - _ 1 \` 1 u , ,' , , PERCOLATION TEST INFORMATION TAKEN FROM NAGE ENGINEERING DRAWING / - - F \ _ - _ _ {.1 - ,, �\ _ `_: / N/ i -_� `\\\� \` \`\ \ 1 \ ` CaJ 1L" I. - I , ' _ .r `\ 11 / , , 1 _ -_ __ ` ` / - \ ` \ ,i \ \\ / v _ _ _ _ _ - - , `�� /. _ _ >."_ _ - _ 1. �. � '. \ \` I i., -' I /,- P T 1 NOTICE °� � ,� _� _. \ - ^'__-_ _ �� _ _ .,I ,' i \\ \ '/ III I I ' ' ,' i _- -__\ I 1 t -_-� 3-- \ _, _ 4 / / LANDSCAP? RETAINING X32 --- _ J I I / / (I) (moi - - `_ _ `____'�_ `_, -_2o_ _ - - -- -N ----- -' FOAM INSULATION MUST BE -cs , - -'- - __ . WALL AS REQUIRED - _ _ � `- ` _ - - 1111111 / ,o --' I I STABALJZED ,. u'`-:. _/ / \ `---' _ _ / ---� r �i <` - - \ I ) I I I I I 1 / i , .,,_ ,;-� t10 I I - RATE c _- - ____ _ AN SCAPE RETAINING n 'I PERCOLATION RAI 1 AAlN. 30 EC. PER INCH COVEREDBYA15MINUTE �+ �t < _ _ - _ _ r Y -_ \ _ ` -_,- i i `\` ` - _ _ _ � \ ,. I Z WALL AS REQUIRED ill 11 11 t J /' ; ; i 1- .� ���- ' ,%; _ -- __ __--' \--- - ---_ _ , I I 1 , I -- THERMAL BARRIER (� ��� , ; C -' i . i - \ ` '_ - _ _"__ �,' \ t -'- III IIIII/' ' ' 'I 1 1 I M � 1t ` `425 --__ ---_ _-`_ i ' ti� X `\- _ _ - \ 1 W1 ' II II III/ + I : I "__ ` _ ' ' � I\ ';, ,--_. ~<`---_'' ``� `•.° _ _ -`-_-_ --^>_ , ,._ +n .A Tars i,;_ - '.\.� / / \\ II I; i'jllll .'' '/ + 1 �:. �` C_ 9 i I\` /,_ __- ____'-__ ��� -`` ;;II1. - "- TIC 1. 1 -EM DEIGNPq SEP I 1 1 �I /,-_,_.___\- \., `\ ' ______-__ _ `\/ \... _ _`_ ', t�0 / \ 1111 I I1I /'' f f ,;4 \ y . I / I.I ___ _ _` I 1 vx / / -__ a-� ``. `. `_ __.-_______`__- _ ------- ------ ---- / 1 _�\ \` , _ w, , ,.,t, ` :;;1;111;1 j 11 �I ` `. ; ` ` A / ; I l I /1 DESIGN FLOW .EXISTING 5 BEDROOM HOUSE WITH STANDARD .WATER -- ' \ 1 x2 __.�,, ` /--AP >r,1Fr�ID\ r _ -_ \ x --.. g r --- : - - ;: \ ` �:a : OF PA�NO1#1 \t -, / / l i /il / i` 9Pd Pd 1 I I/// --- ._ \ ---- _ _- _ _ - __ _ _ - SAVING FIXTURES 110 PER BEDROOM 550 / / 1 / 1 . , , ' / _R _ i �r � _ 1. ' SEPTIC TANK RE' PROVIDE NEW 1,500 ` al TAMC IN RESIDENCES WHERE A \ - - ' ' __ - - - - _ _ _ _ - - ` -- _ _ 50 al. OF F �_ _---------------------------- ARB I T AL D I, I I 1 \ \ \ ��, _ `� \ _ _ r , , , , , , ,--�-<�`;,- ;_��, _ \ \ I rsr_��� ��z _ \;- _ `�\ `�� - _, '� i "/ `'G AGE DISPOSAL IS 0 BE INSTALLED AN ADDITIONAL 2 9 I \ -- ` ` - - ` - -- THE SEPTI K AN GA LECIION ` `` ii i i i / -` _ = = ` -- N O• _ ;'i i CAPACITY WILL BE PROVIDED IN C TANK D A S CUL '`z - , I �� `� \ _ -_ `� _ - _ ` 11 11\ `\ \` '..\RF `. �- '/ / / / / ,' ,,, .^ _' _ --_- -` - -`\� \ 'I\, \ t \ - `:`. _ - -' j `BAFFLE \ _ - - _ _ =' `�� \ `_`_\�� � �� \ `�.\ .� �� _-___ �_�\_�__ ,. / // ii � ,' ' ,'' _ - __---' _- _ - __--_ � - \_ _ X11 : \ \ '�.. _��� -- -- ____, _ 00 M1 T (D� I iV 6 N O H wJ co +_ z > Q (1) -d (U -n� 06(`n0 o a N ?: Qm WI LL Wo t� U) > LL Z)L 09 i i V r - H- < 1I_ U D0Z U - , LL1 0 <- Ii W. W W W. W T a,w U _L , wO < Z V (L� C) J 4_) N ' a 1- T LL_ WUo Q 3 10 �F_= F9 _J _Y UO U W V � � L 10 41 � , w T C z >- ON% W C1 W 0 C' I:"z O)s) p p _�� = rn O M F to w --a T- T,c U) � ¢ a (0 a) 00- n _ o0. s=z V ,U) W,uO ' 4Z Vf)!) ,0 V ULai 'V V 01 o ,_ <. ¢. nV c.2 lZ I., O V V F 0� U+. N o K . o F K W W V) >tLW I OWL ?/WORK IS TO BE AS SHOWN & rl NOTED AND IN ACCORDANCE WITH MANUFACTURER'S Via,° \ • _ _ - - _ _ -- - `. \\\ ..vim _ _ , / // // /, /' / / - -__ \ \ \\ _ _ _ / l \ - __ _ �;` _ --_ __--- ` _ _ _ , �. ��I _<: _ - ABSORPTION FIELD 1 to ! _ ,,_, ,.. __ i _ - J ,ALN. PERC. PATE - APPLICATION RALE -) "; RPTION --' / `\\\ \ ` - --- ''/ / ::: ___ `. \) .^ _ _ _ --- 1.2 gal/day/sq. ft. - 550 gpd DIVIDED BY 1.2 gal/day/sq. ft. _ _ _ _ \ _ _ _\ \� ---'' -__ 3IF____,______________ - R LAT S ' ",� I �C U X158 s . ft. OF TRENCH REQ'D. AT 2 WIDTH PER LATERAL. USE LATERALS - R` _ -__ --- , I- - _.- - __.� _- _ _�` S, --.1 I A.T 5U 500 sq. ft. OF APPLICATION AREA. �UEENSBURY I -TO --_, I \ -�> `\� - - - , : -_ ----~' ,, / / ,, `\.` - _ ``lam_ < ` \ --\- - _:\ _ \ \ "`--' - - _ - _ _ _ - \ - D \ \ ` _ _ BUILDING N OF DEPARTMENT\ ---- _ _ _ ---- --- --_ - _ `r-` ` ` NE `11 _ , sf o \ - _ -`-- -- _____-- `\ ------ `--, /', -- - - ____ <' .' ' " ````-`` `` �". \ `- R� n Based on our limited examination, _ T- W \ _ _ \ -s, j_ `` - `w-, `- - '�� _ , AY,' 3 -0 MIN. m ents shall not be construed as - - - _ _ _ - _ - �, - with our co m - 0 _ _ 4 - 00 ." _ ---- --- _ l� _ Q_ -^, _ , / _ -; _ \ - � indicating the tans and specifications are in --- ` ---- a� // __ 8 ------ `\ Y-- _ _ - --- - - with the \ - - _, =_ - \' C4R,�, __11. `: , RUN OF, T}JE tJewYorklState.w �` �' --- --- - ' - - = _` _ 7F% � 'n Codes o ----- -_- 3 ' _ -------- --- - - - - _ U I ER 70tJ� ---- , uildl 9 / i\- _ I _ \ _ / _ ,> _ - _ TION Z r - _:I ! ,....'-_:- _`' _ - v\ v..°. `G/'S'gti°+ri;r11(l I -mss _� _ �_ __ • ---- EDGE OF BLDG ----- - ------ `• \ '` c" ` - + v� _ _ _ _ _ �. � r `� , � �.° � TOP` dIL- v °: o ;.. �- o, ,� „,$'`/ ---- _ - - _ ___ - i `� `\ `\ `\\ ?�� '/ /'' - / / / `-�_ �O /' il/0 /,/ ��'`-`___�_` _ _� _ \` _\ - _\ \�\ \.\\ I .O (1\ �° pOQOOoq �O° �`i, 33-�� '( .1 '1& _ C T `` ` 440-------- --------- `` \\ \`\ \ \ T_ _ _ - \` - \ S \ / \ \\{t°UP o0 90 °°'O�o�.o F `', � . - / \ \ / / / / / _ / / Z - _\\\ - Z` _y // l /lf//- -q. p�.o n.,n:u- c g 3.' � x*.< CAD F NAME \{���' Jam, _ _ _ - _ _ �.` ___. / / `. *°� i. I I / -r,. I f - ;\ < q skv x- D .IIF f.A.E R _ _ _- ) ( \ -\ /'- i / / , v ._�:`.G� , ~,,..\.\ ...%Vii `.� //./`. oe.o�- V .p. ,ger:. a?� . _ -_ _ _ �Qt / / / _ , / // -_____ \ O o O. _ \ _ - ( , VO �` _ \ , _ �- - _ \ _ _ � �` o 0 0 0 °:o` I lt. * ACAD�BENTON�CONST\SIT[ ___-- ' ----- .. �- , Y __, TxI ". �\ - FILLER FABRIC o ..o: �`�'V" \� \ , / / / , // // -_� _/ _ �"+R%� _ \\ _ `'a /\��.� ! Q O' o ff. O - p o i t 3 ' 1..d' SCALE „ . n _ I'll ___ ' ~_ LANDS 1..nF _-------- _ _ _ - - - _ _`�� Fid `' ` t Y ' / ` / / _���. 445 -- / I / l / / > - / >l, \ E/ __ _ _ , /'�I `\ ``I BACKFILL i `�` `�\/ U° 00."6,D \'°°"o c - �,?-,."� NIAGARA MOhAW�------- ---- - _ _ _ _` ------ -/ N 1 '' , ' `� �.� 1 20 0 --- g. DRAWN BY - / / _ 7 `♦\\ r1f - - _ 0 POWEP, CORPOPATION _ --- --- - e� / 1 Jy - / / , 1 „: -- , i >I_ -- ---------------- _ __ - - -_SRA/ `\ i i , , < I / / / \\` - `I I i / i I, i ' i / : , / / / r, j/ j `� l ��i v i !� EAVE TRENCH AT EAVE LINES DRAWING TITLE _� _ ------------ -- i------ -- - _--- - ``� .\ ��\0 ,. _ - // - I`I / I I/I / / j / / I/ i / / i , ,X I�\!I /� WHERE SHOWN ON THIS DRAWING - - - / / / --- ` �. 450., - .- --- ----- - _ _ - ----- _ _ � -- _ _ --- - ��- �C-: /' i l' %/l//' / /// f / / t ij i /, / / � ,J' UE 1, 8 SITE PL AN - 450 _ k / , ! i / / - / i7-/ / / / / / �- ,_ -- �- _ I \` — _ /I/I11' // ; / ��,0�1 NOTES AND TowN ®F JF - -- = ILOING O� . ` J \ _; _ \ _ / �/i // / ii `�Ct / J / / / RBVI@WE'CI i�y' { : x _ - -_ / ,/ ' / / / / / / 1 / ; TYPIC RE " \ 450,, _�_� S �`� i��\ '/'' , /'i i i / / j /� , / /,`r _� / j / / /,, ._tl -_ _ _._ _ - � '.' - / /, , / / / /, r 7_-I_. / / / NTS _> _ __ LEGEND -\ -_ _„_ _ -'moi.-=.-;- .;.-,/; ; ; ,.; ; ;; , / / , T--,_; AL EAVE T NCH DETAIL - - a )- ` ` -- - _ - ,// ,/ // / , T 1 ` ` `_'tom%r„-'--';, / / , DRAWING No. C-1 -u:s\ PER APPENDIX 75-A TANKS SHALL HAVE INLET AND OUTLET BAFFLES, SANITARY TEES OR OTHER DEVICES TO PREVENT THE PASSAGE OF FLOATING SOLIDS AND TO MINIMIZE DISTURBANCE OF SETTLED SLUDGE AND FLOATING _ -- SCUM BY SEWAGE ENTERING AND LEAVING THE TANK. OUTLET DESIGNS SUCH AS GAS DEFLECTION BAFFLES ARE STRONGLY RECOMMENDED IN ALL TANKS. INLET AND OUTLET BAFFLES SHALL EXTEND A MINIMUM OF 12 INCHES AND 14 INCHES RESPECTIVELY, BELOW THE LIQUID LEVEL IN TANKS WITH A LIQUID DEPTH OF LESS THAN 40 INCHES, AND 16 AND 18 INCHES RESPECTIVELY, IN MIN. SLOPE TANKS WITH LIQUID DEPTH OF 40 INCHES OR GREATER. 1/4" PER FOOT THE DISTANCE BETWEEN THE OUTLET BAFFLE AND THE OUTLET SHALL NOT EXCEED SIX INCHES. BAFFLES SHALL BE CONSTRUCTED OF A DURABLE MATERIAL NOT SUBJECT TO SEPTIC TANK CORROSION, DECAY OR CRACKING. BY FORT MILLER OR EQUAL 1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. 2. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS NECESSARY TO ACHIEVE A STABLE FOUNDATION. APPROXIMATE FINISH GRADE LIQUID LEVEL INLET & OUTLET BAFFLES W Z X �OL Cf -MINIMUM 2x WIDTH MAXIMUM 4x WIDTH 3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY PROVIDE 3" SAND OR-R>00,YU?o5 CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. PEA GRAVEL UNDER TANK SEPTIC TANK DETAIL N.T.S. 18' MAXI -1111. 1111 ; 1111,;,.11��= I... 2" MAX. OQO"'po SLOPEo o 6" oG7o��OCD O� @c»`x oa 4" PERFORATED PVC LATERAL, ` SLOPE 1/16"-1/32" PER FT. NOTES: 1. END OF ALL DISTRIBUTOR PIPES MUST BE PLUGGED UNLESS INTERCONNECTED 2. ALL LATERALS TO BE OF EQUAL LENGTH" STANDARD ABSORPTION TRENCH P N.T.S. GUIDE RAIL .+ GRADE DITCHLINE,TO DRAIN TOWARD ENDS OF WALL 2,_0" ADHERE CAP UNIT TO TOP UNIT W/VERSA-LOK SIDEWALK CONCRETE ADHESIVE - 6" MIN. - i N VERSA-LOK MODULAR CONCRETE i FACING UNITS i DRAIN TILE 4" DIA. OUTLET 0 END OF WALL OR 0 40' CENTERS MIN. W/FILTER ABR C E TO DRAIN (1/8"/FT.) /-LEVELING PAD 6" MIN, SANDS/GRAVEL. TYPICAL SECTION -REINFORCED -RETAINING WALL N,T.S, MODULAR CONCRETE UNIT RETAINING WALL -MAXIMUM HEIGHT ABOVE EXISTING GRADE 14' EXPOSED -HIGHWAY SURCHARGE 2" MAX. RECOMMEND ALL ACCESS & CLEANOUT OPENINGS BE RAISED TO 6' BELOW FINISH GRADE. -TO DIST. BOX MIN. SLOPE 1/8" PER FOOT CONCRETE OR STONE SEWAGE DISF)OSAL SYSTEM NOTES MARKER ABOVE ALL BURIED COVERS THERE SHALL BE NO CHANGE ON THESE PLANS IN ADVANCE OF OR DURING FGI�JJS FD RECOMMENDED. TOWNTBUCTII NG, ITHO TOPRIOR APPROVAL OF THE DESIGN PROFESSIONAL OR THE DESIGN, CONSTRUCTION, MATERIAL STANDARDS AND INSPECTION REQUIREMENTS INLET BAFFLE 12" MIN. OVER OVER SHALL COMPLY WITH THE LATEST EDITION(S) OF THE NEW YORK STATE ALL STRUCTURES DEPARTMENT OF HEALTH WASTEWATER TREATMENT STANDARDS - INDIVIDUAL #1 DISTRIBUTION BOX HOUSEHOLD SYSTEMS APPENDIX 75-A. BY FORT MILLER OR { SEPTIC TANK TO BE SET ON A LAYER OF COMPACTED PEA STONE OR WASHED EQUAL GRAVEL. TANK SEPTIC -b__2" PVC SEPTIC " TANK TO HAVE SCH 40 PVC T AT INLET AND OUTLET. - INLET 12" BELOW FLOW LINE 6" ABOVE FLOW LINE g ALL OUTLET INVERTS - OUTLET 14" BELOW FLOW LINE, 6" ABOVE FLOW LINE TO BE SET AT PEA` EXACTLY THE SAME 3" AIR SPACE ABOVE "T" TO TOP OF TANK GRAVEL ELEVATION. NO ROOF, FOOTING, FLOOR, COOLING WATER, BACKWASH DRAINS, ETC., SHALL BE (USE OF SPEED LEVELERS CONNECTED TO THE SEWAGE SYSTEM. NO SUMP PUMP, CONDENSATE, WATER REQUIRED) SOFTENER, SPAS, OR HOT TUBS SHALL BE DRAINED INTO THE SYSTEM. THERE SHALL BE NO CONSTRUCTION OF SEPTIC SYSTEMS WITHIN 100' OF A DISTRIBUTION BOX CLASSIFIED BODY OF WATER. N.T.S. HOUSE TO SEPTIC TANK: 4"0 PVC SCHEDULE 40 WITH TIGHT JOINTS, MINIMUM SLOPE 1/4" PER FOOT. SEPTIC TANK TO DISTRIBUTION BOX: 4"4 PVC SDR 26 IMPERVIOUS FILL MIN. 12" THICK N GEOSYNTHETIC '- W I I REINFORCEMENTiENSAR UX 140 f TENSAR UX 1500-FOR1LAYER BELOW 104'-6" (Y PERIODICALLY CLEAN A SEPTIC TANK COMMONLY RESULTS IN CLOGGING OF SOIL /�-DRAINAGE FILL ; J o THICK MIN. I � •:.:•12" / J APPROX. ./ EXCAVATION a\/\ \/5 e -e a e----►-+- RETAINED BACKFILL 2'-0" 4'-0" 2'-0" 15% MAXIMUM MAY BE ADDED TO THIS BUILDING WITHOUT THE APPROVAL OF THE BOARD OF CROSS SLOPE HEALTH, TOWN OF QUEENSBURY AND REDESIGN OF THE SUBSURFACE DISPOSAL SYSTEM. REINFORCED BACKFILL F- J� '. i STRUCTURAL 957 STANDARD ON SLOPED STIES 1 Ij 9' MIN TYPICAI b' PROCTOR DENSITY - i N VERSA-LOK MODULAR CONCRETE i FACING UNITS i DRAIN TILE 4" DIA. OUTLET 0 END OF WALL OR 0 40' CENTERS MIN. W/FILTER ABR C E TO DRAIN (1/8"/FT.) /-LEVELING PAD 6" MIN, SANDS/GRAVEL. TYPICAL SECTION -REINFORCED -RETAINING WALL N,T.S, MODULAR CONCRETE UNIT RETAINING WALL -MAXIMUM HEIGHT ABOVE EXISTING GRADE 14' EXPOSED -HIGHWAY SURCHARGE 2" MAX. RECOMMEND ALL ACCESS & CLEANOUT OPENINGS BE RAISED TO 6' BELOW FINISH GRADE. -TO DIST. BOX MIN. SLOPE 1/8" PER FOOT CONCRETE OR STONE SEWAGE DISF)OSAL SYSTEM NOTES MARKER ABOVE ALL BURIED COVERS THERE SHALL BE NO CHANGE ON THESE PLANS IN ADVANCE OF OR DURING FGI�JJS FD RECOMMENDED. TOWNTBUCTII NG, ITHO TOPRIOR APPROVAL OF THE DESIGN PROFESSIONAL OR THE DESIGN, CONSTRUCTION, MATERIAL STANDARDS AND INSPECTION REQUIREMENTS INLET BAFFLE 12" MIN. OVER OVER SHALL COMPLY WITH THE LATEST EDITION(S) OF THE NEW YORK STATE ALL STRUCTURES DEPARTMENT OF HEALTH WASTEWATER TREATMENT STANDARDS - INDIVIDUAL #1 DISTRIBUTION BOX HOUSEHOLD SYSTEMS APPENDIX 75-A. BY FORT MILLER OR { SEPTIC TANK TO BE SET ON A LAYER OF COMPACTED PEA STONE OR WASHED EQUAL GRAVEL. TANK SEPTIC -b__2" PVC SEPTIC " TANK TO HAVE SCH 40 PVC T AT INLET AND OUTLET. - INLET 12" BELOW FLOW LINE 6" ABOVE FLOW LINE g ALL OUTLET INVERTS - OUTLET 14" BELOW FLOW LINE, 6" ABOVE FLOW LINE TO BE SET AT PEA` EXACTLY THE SAME 3" AIR SPACE ABOVE "T" TO TOP OF TANK GRAVEL ELEVATION. NO ROOF, FOOTING, FLOOR, COOLING WATER, BACKWASH DRAINS, ETC., SHALL BE (USE OF SPEED LEVELERS CONNECTED TO THE SEWAGE SYSTEM. NO SUMP PUMP, CONDENSATE, WATER REQUIRED) SOFTENER, SPAS, OR HOT TUBS SHALL BE DRAINED INTO THE SYSTEM. THERE SHALL BE NO CONSTRUCTION OF SEPTIC SYSTEMS WITHIN 100' OF A DISTRIBUTION BOX CLASSIFIED BODY OF WATER. N.T.S. HOUSE TO SEPTIC TANK: 4"0 PVC SCHEDULE 40 WITH TIGHT JOINTS, MINIMUM SLOPE 1/4" PER FOOT. SEPTIC TANK TO DISTRIBUTION BOX: 4"4 PVC SDR 26 RETAINING WALL NOTES 1. STRIP ALL VEGETATION AND ORGANIC SOIL FROM THE WALL AND GRID ALIGNMEN 2. BENCH CUT ALL EXCAVATED SLOPES. 3. DO NOT OVER EXCAVATE UNLESS DIRECTED BY SITE SOIL ENGINEER TO REMOVE UNSUITABLE SOIL. 4. SITE SOIL ENGINEER SHALL VERIFY FOUNDATION SOILS AS BEING COMPETENT PER THE DESIGN STANDARDS AND PARAMETERS. 5, BASE SHALL CONSIST OF COMPACTED SANDS AND GRAVEL, MINIMUM 6" THICK 6. CONTRACTOR MAY OPT FOR A CONCRETE FOOTING.'CONCRETE FOOTING SHALL BE UNREINFORCED, DEPTH OF CONCRETE (APPROXIMATELY 1" TO 2") AND COME SOIL BASE SHALL NOT BE LESS THAN 6" THICK. 7. MINIMUM EMBEDMENT OF WALL BELOW FINISH GRADE SHALL BE 12" FOR WALL HEIGHTS FROM 4 FT. AND UP, 6" BELOW 4 'FF. UNLESS SHOWN DIFFEREN 8. FOLLOW APPLICABLE PROVISIONS OF THE MANUFACTURERS INSTALLATION I INSTRUCTIONS AND WRITTEN SPECIFICATIONS. 9. DRAINAGE FILL 12" THICK SHALL BE INSTALLED BEHIND THE WALL TO WITHIN 18" OF THE TOP OF THE WALL. 10. WHERE DRAIN TILE IS USED PROVIDE OUTLETS 0 MIN. 40 FT CC. 11. BACKFILL AND COMPACT IN FRONF OF THE WALL AS WALL IS INSTALLED. 12. COMPACTION TESTS SHALL BE TAKEN AS THE WALL IS INSTALLED. THE MINIMUM NUMBER OF TESTS SHALL BE DETERMINED BY THE SITE SOILS ENGINEE 13. COMPACTION SHALL BE TO 95% OF MAXIMUM STANDARD PROCTOR DENSITY. 14. GEOGRID SHALL BE THE TYPE AND LENGTH AS SHOWN. PULL GEOGRID TIGHT PRIOR TO BACKFILLING. 15. PROVIDE LATERAL DRAINAGE SWALES TO DIRECT FLOWS AROUND THE ENDS OF THE WALL. 16. ESTABLISH TURF AS SOON AS TI -IL WALL IS COMPLETED. 17. FINAL WALL ALIGNMENT SHALL BE LOCATED IN THE FIELD. IF CONDITIONS ARE DIFFERENT THAN THOSE STATED IN THESE DRAWINGS AND SPECIFICATIONS THE CONTRAOFOR MUST CONTACT THE ENGINEER PRIOR TO PROCEEDING WITH THE CONSTRUCTION OF THE WALL. WITH TIGHT JOINTS, MINIMUM PITCH 1/8" PER FOOT. SANITARY DISPOSAL FIELD: 4"0 PERFORATED PLASTIC PIPE MAXIMUM SLOPE 1/16" PER FOOT, CAP ALL ENDS. N THE BEST DESIGNED AND INSTALLED SEPTIC SYSTEM WILL EVENTUALLY FAIL TO W FUNCTION PROPERLY WITHOUT PERIODIC MAINTENANCE. INADEQUATE SEPTIC TANK MAINTENANCE CAN RESULT IN CLOGGING OF THE TANK AND SEWAGE BACKUP INTO THE HOME AND/OR SEWAGE OVERFLOW ONTO THE GROUND SURFACE. FAILURE TO (Y PERIODICALLY CLEAN A SEPTIC TANK COMMONLY RESULTS IN CLOGGING OF SOIL SURROUNDING THE ABSORPTION FILED BY OVERFLOWING SOLIDS NOT REMOVED BY THE SEPTIC TANK. THIS DESIGN IS INTENDED TO PROVIDE SUBSURFACE SEWAGE DISPOSAL ONLY FOR 'THE LOT IT IS SHOWN ON. NO ADDITIONS INVOLVING LIVING OR SLEEPING AREAS 2'-0" 4'-0" 2'-0" 15% MAXIMUM MAY BE ADDED TO THIS BUILDING WITHOUT THE APPROVAL OF THE BOARD OF CROSS SLOPE HEALTH, TOWN OF QUEENSBURY AND REDESIGN OF THE SUBSURFACE DISPOSAL SYSTEM. v> v�U r F- ON SLOPED STIES THE SEAL AND SIGNATURE ON THIS PLAN SPECIFICALLY EXCLUDES CERTIFICATION FOR OVERFILL TO ALLOW FUTURE EXPANSION OR REPLACEMENT. FOR SETTLEMENT U - W DWELLING IS TO HAVE WATER SAVING FIXTURES, INCLUDING BUT NO LIMITED TO: z ¢ ~ IoW LESS, THAN 2 GPM SHOWER HEADS, LOW WATER USE TOILETS, SINK FLOW I RESTRICTORS. OBSERVE WATER CONSERVATION PRACTICES. \ /��//. SEPTIC TANK SHALL BE INSPEC"IED ANNUALLY TO DETERMINE SCUM AND SLUDGE N ACCUMULATION BY THE HOMEOWNER OR A QUALIFIED SEWAGE HAULER. THE FILLS UNTREATED BUILDING PAPER, AMOUNT OF BUILD-UP NOTED AT EACH INSPECTION SHOULD BE RECORDED AND z *� OR GEOTEXTILE. MAINTAINED BY THE HOMEOWNER. THE TANK SHALL BE PUMPED WHENEVER THE L / BOTTOM OF THE SCUM LAYER IS WITHIN 3" OF THE BOTTOM OF THE OUTLET 0 4", PERFORATED LATERAL BAFFLE OR SANITARY "T". THE PUMP -OUT CLEARANCES ALSO APPLY TO ANY Q Z 3 0 LABELED AS R MEETING ' CHAMBER IN MULTI -COMPARTMENT TANKS OR TO TANKS IN SERIES. MOST TANKS SHOULD BE PUMPED OUT EVERY TWO TO THREE YEARS. JO 0 J Y00 ASTM STANDARDSS FOR USE IN E c{� DO D�Qo � L N 0 N 'o SEPTIC SYSTEMS. WHEN SEPTIC TANK IS PUMPED, THE SEPTIC TANK, BAFFLES/TEES, HOUSE SEWER ° � �0-P } SON L 3/4" TO 1 1/2" `CONNECTION AND OUTLET SHALL BE INSPECTED. BAFFLES/TEES THAT HAVE Z I z WASHED CRUSHED STONE DETERIORATED AND NO LONGER PERFORM AS DESIGNED SHALL BE REPLACED. - 76 N Z w DEPTH OF CRUSHED : CRACKED OR BROKEN LINES MUST BE REPAIRED OR REPLACED. 6-,0 d w STONE M (MHERESHALL NOT EXCEED 30") SHALL BE NO SUBSTITUTION AN,COMPANY EMPLOYED TO CLEAN AND SERVICE THE SEPTIC TANK MUST BE A OF TRENCH WITH LEACHING DEC PERMITTED SEPTAGE HAULER. SEPTIC TANKS SHOULD NOT BE WASHED OR _ -_ CHAMBERS UNLESS APPROVED BY DIS NFECTED. AFTER BEING PUMPED OUT. IIGH MAXIMUM SEASONAL HIGH-NYS DOH) V GROUNDWATER GROUNDWATER ELEVATION SEF TIC TANK ADDITIVES SHALL NOT BE USED IN THE SEPTIC SYSTEM. ADDITIVES aZ� UNNECESSARY FOR THE PROPER OPERATION OF DISPOSAL SYSTEMS AND TANDARD nON �Uw. ABSORPTION T] 20 r¢ 4 TRENCH C o SECTION 0� N O O o E TANK TO BE INTO THEMAY-SABSORPTION FIELDDRESULTING THE SLUDGE ANSCUM INTNE PREMATURE FAILURE. DISCHARGED I.T.S. �w DONOT, DISPOSE OF EXCESS GREASE OR FAT INTO THE SEPTIC >Llw SYS} "EM. DO NOT POUR OR DUMP ABNORMAL AMOUNTS OF CLEANING CHEMICALS OR �I_EANERS INTO SINKS OR TOILETS, ry EROSION CONTROL DURING CONSTRUCTION WHENEVER SEPTIC TANKS ARE TO BE ABANDONED IN THE EVENT OF PUBLIC SEWERS ARE INSTALLED TO HANDLE HOUSEHOLD WASTES, THE TANKS SHOULD BE REMOVED OR PUMPED OUT AND FILLED WITH SOIL TO PREVENT FUTURE CAVE -1N. 1. BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING EARTHWORK PHASES, SEDIMENT TRAPS SHALL BE CONSTRUCTED IN ALL STORM NO, VEHICULAR TRAFFIC OR PARKING SHALL BE ALLOWED ON ANY PORTION OF SWALES AND DITCHES. THE ABSORPTION FIELD OR THE SEWAGE DISPOSAL SYSTEM. 2. SEDIMENT TRAPS SHALL CONSIST OF HAY BALES PLACED SO AS TO FORM A j _FINAL GRADE SHOULD BE GRADED SO AS TO DIVERT ANY RUN-OFF AWAY FROM PERVIOUS BARRIER IN THE SWALE OR DITCH. _ 11iE ABSORPTION FIELD. } 3. AT LEAST TWO WOODEN OR METAL STAKES SHALL BE DRIVEN THROUGH EACH BALE TO ANCHOR IT IN PLACE. CONVENTIONAL SNOW FENCING ,MAY BE USED IN LIEU GRADING NOTES OF STAKES TO STABILIZE BALE -TYPE SEDIMENT TRAPS. BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING 4, AFTER EVERY STORM EACH SEDIMENT TRAP SHALL BE INSPECTED BY THE CONTRACTOR FOR EARTHWORK PHASES, SEDIMENT TRAPS SHALL BE CONSTRUCTED IN ALL STORM FAILURES OR CLOGGING. ANY FAILURE OR CLOGGING SHALL BE IMMEDIATELY CORRECTED. SWALES AND DITCHES. 5. ALL BARE -EARTH AREAS SHALL BE SEEDED AND MULCHED AS SOON AS IS REASON- AFTER EVERY STORM EACH SEDIMENT TRAP SHALL BE INSPECTED BY THE CONTRACTOR FOR ABLY POSSIBLE TO PREVENT EROSION, AND EVERY BARE -EARTH AREA SHALL BE FAILURES OR CLOGGING. ANY FAILURE OR CLOGGING SHALL BE IMMEDIATELY CORRECTED. SEEDED AND MULCHED BY OCTOBER 1ST. TEMPORARY RAPIDLY GROWING COVER CROPS, SUCH AS RYE GRASS AND MILLET MAY BE USED FOR TEMPORARY SURFACEALLoBAP.E-EARTH AREAS SHALL BE SEEDED AND MULCHED AS SOON ASIS REASON - STABILIZATION. ABLY POSSIBLE TO PREVENT EROSION, AND EVERY BARE -EARTH AREA SHALL BE 6. SMALL BENCHES AND TEMPORARY INTERCEPTOR DITCHES, INCORPORATING SEDIMENT SEEDED AND MULCHED BY OCTOBER 1ST. TEMPORARY RAPIDLY GROWING COVER TRAPS, SHALL BE CONSTRUCTED WHERE LONG SLOPES ARE STRIPPED OF COVER CROPS, SUCH AS RYE GRASS AND MILLET MAY BE USED FOR TEMPORARY SURFACE GRASSES, OR WHERE FILL AREAS ARE EXTENSIVE 7. `'NEW SWALES AND UNLINED DITCHES SHALL INCORPORATE MATTING OR NETTING SMALL BENCHES AND TEMPORARY INTERCEPTOR DITCHES, INCORPORATING SEDIMENT TRAPS, SHALL BE CONSTRUCTED WHERE LONG SLOPES ARE STRIPPED OF COVER OVER SEED AND MULCH WHEN THE INVERT SLOPE EXCEEDS 2% ALL SWALES AND ePAQQCQ no worm 17111:AorAo Anr 1. 11.11 RETAINING WALL NOTES 1. STRIP ALL VEGETATION AND ORGANIC SOIL FROM THE WALL AND GRID ALIGNMEN 2. BENCH CUT ALL EXCAVATED SLOPES. 3. DO NOT OVER EXCAVATE UNLESS DIRECTED BY SITE SOIL ENGINEER TO REMOVE UNSUITABLE SOIL. 4. SITE SOIL ENGINEER SHALL VERIFY FOUNDATION SOILS AS BEING COMPETENT PER THE DESIGN STANDARDS AND PARAMETERS. 5, BASE SHALL CONSIST OF COMPACTED SANDS AND GRAVEL, MINIMUM 6" THICK 6. CONTRACTOR MAY OPT FOR A CONCRETE FOOTING.'CONCRETE FOOTING SHALL BE UNREINFORCED, DEPTH OF CONCRETE (APPROXIMATELY 1" TO 2") AND COME SOIL BASE SHALL NOT BE LESS THAN 6" THICK. 7. MINIMUM EMBEDMENT OF WALL BELOW FINISH GRADE SHALL BE 12" FOR WALL HEIGHTS FROM 4 FT. AND UP, 6" BELOW 4 'FF. UNLESS SHOWN DIFFEREN 8. FOLLOW APPLICABLE PROVISIONS OF THE MANUFACTURERS INSTALLATION I INSTRUCTIONS AND WRITTEN SPECIFICATIONS. 9. DRAINAGE FILL 12" THICK SHALL BE INSTALLED BEHIND THE WALL TO WITHIN 18" OF THE TOP OF THE WALL. 10. WHERE DRAIN TILE IS USED PROVIDE OUTLETS 0 MIN. 40 FT CC. 11. BACKFILL AND COMPACT IN FRONF OF THE WALL AS WALL IS INSTALLED. 12. COMPACTION TESTS SHALL BE TAKEN AS THE WALL IS INSTALLED. THE MINIMUM NUMBER OF TESTS SHALL BE DETERMINED BY THE SITE SOILS ENGINEE 13. COMPACTION SHALL BE TO 95% OF MAXIMUM STANDARD PROCTOR DENSITY. 14. GEOGRID SHALL BE THE TYPE AND LENGTH AS SHOWN. PULL GEOGRID TIGHT PRIOR TO BACKFILLING. 15. PROVIDE LATERAL DRAINAGE SWALES TO DIRECT FLOWS AROUND THE ENDS OF THE WALL. 16. ESTABLISH TURF AS SOON AS TI -IL WALL IS COMPLETED. 17. FINAL WALL ALIGNMENT SHALL BE LOCATED IN THE FIELD. IF CONDITIONS ARE DIFFERENT THAN THOSE STATED IN THESE DRAWINGS AND SPECIFICATIONS THE CONTRAOFOR MUST CONTACT THE ENGINEER PRIOR TO PROCEEDING WITH THE CONSTRUCTION OF THE WALL. WORK IS TO BE AS SHOWN & NOTED AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, TRADE ASSOCIATION PUBLISHED RECOMMENDATIONS AND GENERALLY ACCEPTED LOCAL CONSTRUCTION INDUSTRY PRACTICES. N W (Y } d 3 v> v�U r F- Z Zia U - W z ¢ ~ IoW F- U o z 0 wo Q 3 0 JO 0 J Y00 E W V P biro 0 N 'o p C V } SON L ow, Z 6 0 ~ _ - 76 N Z w �wU o�> to z V yfn o] W a aZ� 20 nON �Uw. UteIL T] 20 r¢ 4 C o 0� N O O o E ~ �w corn >Llw WORK IS TO BE AS SHOWN & NOTED AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, TRADE ASSOCIATION PUBLISHED RECOMMENDATIONS AND GENERALLY ACCEPTED LOCAL CONSTRUCTION INDUSTRY PRACTICES.