The URL can be used to link to this page

2000-446 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P000446 Date Issued: Wednesday, February 21, 2001 This is to certify that work requested to be done as shown by Permit Number P000446 has been completed. Tax Map Number: 523400-008-000-0001-013-000-0000 Location: 240 LAKE Pky Owner: GEORGE & CHRISTINE HEARST III Applicant: HEARST, GEORGE & CHRISTINE III This structure may be occupied as a: By Order of Town Board Unknown TOWN OF QUEENSBURY 41' Director of Building& Code Enforcement e ,. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P000446 Application Number: 2000446 Tax Map No: 523400-008-000-0001-013-000-0000 Permission is hereby granted to: HEARST, GEORGE & CHRISTINE III For property located at: 240 LAKE Pky 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: GEORGE III & CHRISTINE HEARST unknown 80,000.00 5 MOMROW Ter MENANDS, NY 12204 Total Value 80,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency FRANCHINI BRAS. 215 MENANDS ROAD LOUDONVILLE, NY . Plans & Specifications 2000-446 RESIDENTIAL ALTERATION(MAIN HOUSE)/ 1225 SQ FT RESIDENTIAL ALTERATION AS PER APPLICATION $48.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Saturday, September 21,2002 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Tow of Qu nsb ; hur ay September 21,2000 SIGNED BY for the Town of Queensbury. Director of Building& Code Enforcement nuttaing rermit Application Town of Queensbuly - Dept. of-Community Development, 742 Bay Road, Queemburv, NY 12804 /761-8256/ _o BUILDING & CODE ENFORCEMENT NOTICE Requirements prior to issuance r of this permit: PERMIT FILE J '4,NO. A permit must be obtained before44,1'5/ beginning construction. No inspections PERMIT FEE PAID$ will be made until applicant has received E Zoning Board Aetioli a VALID BUILDING PERMIT. All Area /Use r.F 5,n n applicants' spaces on this application Dv u& `rREC-- c1TION FEE PAID$ MUST be completed and•the signature Board Action JUN 2 9 0 Planning of the applicant must appear an the `� ZJ��IEWED BY: SPR / Subdivision /Oth�) ,t Building Inspector application form. Man* J Recreation Fee Payment C` C lr COflF�° J y BUILDING,��c0� Applicant: George R & Christine E. Hearst TTTOwner rye R- &- ristine E. Hearst TTT Address: 5 Momrow Terrace, Menands, NY 12220 5 Momrow Terrace, Menands, NY 12204 ress: Phone # ( 518 ) 427 - 9009 Phone # ( ) _al�_ _422_ " _aQ3__ Property Location: 240 Lake Parkway, Lake George,NY 12845 Assembly Point Tax Map Number 8 / 1 / 13 Subdivision Name: — Section Block Tnt NATURE OF PROPOSED WORK: ESTIMATED MARKET v4puE OF THE New Building: CONSTRUCTION: $ (Cea residence / commercial Addi - ' to Building: resi ce / commercial OCCUPANCY INFORMATION: iteration to Building: . Primary Building - X resid e / commercial X Single Family Dwelling Residence / Commercial Two Family Dwelling no change to exterior size • Family Dwelling Office Other Work (descfibe below) Mercantile Renovation Manufacturing • Other GROSS AREA OF PROPOSED STRUCT� • 1st Floor 1225 sq. ft . " If ADDITION, what will use of new addition be? : 2nd .F1'oor. . .,, r: sq. ft. Other Flours sq. ft. (not unfinished cellar or basement) ACCESSORY BUILDINGS: Detached Garage 1, 2 car TOTAL FLOOR AREA: SQ. FT. Attached Garage 1, 2 car Private-Storage Building SIZE OF NEW STRUCTURE: Commercial Storage Building 49 X Other Guest Cottage FEET X 25 FEET Utility Shed, Gazebo Foundation Type: Concrete Will any second-hand or ungraded ' Number of Stories : • 1 lumber be used? If so, for what? (habitable space oryly) Height (grade to ridge) : 18 feet TYPE OF HEATING SYSTEM: Number of fireplace and/or woodstove (_circle all which applies) to be installed:, Electric✓' / Oil / Gas / Wood Forced Hot Air / Base•oar• / Other Person responsible for supervision of work as regards to building codes is : Gino Franchini 215 Menands Road, Loudonville, NY 12211 (57-81463-8979 Builder• Franch eBros 215 Menands t oasis Loudonville, NYP 22P1 (518)463-8979 Plumber: ifranchini Bros 215 Menands Road, Loudonville, NY 12211 (518)463-8979 . Mason: Electrician: Dave Van Amerongen 479-7017 (h) 484-1379 (beeper) DECLARATION: Please sign below after you have carefully read the statement. f * fl Vtil, _:� ENERGY CODE COMPLIANCE APPLICATION TORN OF QUEENSBURY, WARREN COUNTY JU '"'. q� _ • 9000 HEATING DEGREE DAYS ��i:�r fi 2Q®o Corn liance Methods : PART 5 - Acceptable Practice Me.. 'dl/ttr �943,. 1&2 Family Dwellings (only) �QOD(')' • PART 6* - Thermal Rating - Component Trade Offs 1&2 Family Dwellings; Multi-Family Dwellings ( 3 stories or less) PART 4* - Design by Component Performance • Commercial Buildings-Hi Rise Residential *Requires submission of worksheets , APPLICANT' S NAME: PROPERTY LOCATION: • George R. & Christine E. Hearst III 240 Lake Parkway, Lake George, NY 12845 - PART 5 METHOD OF COMPLIANCE BY ACCEPTABLE PRACTICE: 2 . Gross Floor Area - 1225 square feet 2 . Tvoe of Heat - x Electric Oil Gas Other 3 . _s building mechanically cooled? Yes x No 4 . Percentage of area of windows and doors x Over 17% Under 17% 55 . P.-VALUES FOR INSULATION GIVEN BELOW MUST CORRESPOND TO R-VALUES AS SHOWN ON PLANS SUBMITTED: a . Roof R 30C b . Exterior walls R 13 w kraft 'facie c . Glazed areas (see attached) R (4 rr d . Exterior doors insulated .20 min fire, plus storms R e . Floors over unheated spaces R 11.8/15.0 torch Edge of slab on grade ( heated building) R area g. Basement/cellar walls (above grade) R h . Basement/cellar walls (below grade) crawl space R 7.1 i . Heating/cooling-ducts-piping in unheated space -R 6 . Service (domestic) hot water heating device Conforms to minimum efficiency per code x Yes No . TEMPERATURE CONTROL MAXIMUM SETTING 140° - WILL NOT BE EXCEEDED - p ' '-can ' s na` •re a t .\ P lone NLmber n ��v 427-9009 INS?C OR.' S REMARKS: COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL G" Permit No. n `�/6� ® 7 3 3 9 2 Cut-in Card No. 5/c16 Owner f.2 r Location r<A-tea •7eK rYt Installation Consisting of 4—f1&1.L4 e.-01)��e4S 0, Installed By 4. t G'0M * Lic.No. The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the introduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of makin'. ,-ctions at any time, and if its rules are violated,the Company shall have the right to re ke thi Date S'7/9,a / INSPECTOR. 'f Member N.F.P.A..I.A.E.I. TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT 742 BAY ROAD QUEENSBURY NY 12804 (518) 761-8256 ARRIVE: W_ 7c ) DEPART: INSP: FINAL INSPECTION REPORT - RESIDEN I DATE INSPECTIOON REQUEST RECEIVED: NAME 1 1 EA LOCATION . -f V ( fl_nC aE- \ p)04 DATE _(r 7_q - PERMIT # 1 _O ltc TYPE OF STRUCTURE FOOTINGS FOUNDATION BACKFILL FRAMING ROUGH PLUMBING _ SEPTIC INSULATION • FINAL ELECTRICAL WOODSTOVE OR FIREPLACE N/A YES NO CHIMNEY HEIGHT/B VE ' .EIGHT PLUMBING VENT • ROOFING EXTERIOR FINISH DECK/PORCH/STEPS/RAI RELIEF VALVES 1 FURNACE/HOT WATER OPEN, G INTERIOR TRIM/PRIVAC COORS • FINISH FLOORS: BATH/KITCHEN WATERTIGHT ' OTHER FLOORS 'SWEEPABLE, OTHER FLOORS CARPETED STAIR CLEARANCE/RAILING SMOKE DETECTORS BATHROOM FANS PLUMBING FIXTURES FOUNDATION INSULATION _ GARAGE FIRE PROOFING , DOOR CLOSERS � FINAL ELECTRICAL ,aa� \y kc _ 1��1J i` SHE PLMVAR ANLi 6 FINAL SURVEY PLOT PLAN / OK TO ISSUE C/O OR C/C 0(/ TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT 742 Bay Road Queensbury NY 12804 (518) 761-8256 SEPTIC DISPOSAL SYSTEM INSPECTION Name ��- Location G2 -L7L Date, 9 I Permit # SOIL TYPE: Sand-Loam-Clay- Results of Percolation Test- (if applicable) Rate-Minute/Inch TYPE OF SYSTEM: ABSORPTION FIELD: Total Length Length of each tre c-tI Depth of trenches \ Size of stone . SEEPAGE PITS: Nu ber- Size - ft. x ft. Stone size ///)PIPING: Size Type Bldg. to Tank Tank to Dist. Box Dist. Box t Fle Yd/Pit Openings Sealed? I Yes No Partial LOCATION/SEPARATIONS: Foundation to Tank feet Foundation to Absorption feet Separation of Pitsl feet Conforms as per Pl t Plan . Yes No LOCATION OF SYSTEM ON PROPERTY: (circle one) Front - Rear - Lef Side - Right SideR Middle Front - Mi dle Rear COMMENTS: D p\4— SYSTEM USE APPROVED: AggillW Arrived: \\: -o-- Departed: ,41). ,�� AirIA _ ui1;, " i P pec o i G' ` ! O TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT 742 Bay Road Queens bury NY 12804 (518) 761-8256 SEPTIC DISPOSAL SYSTEM INSPECTION Name Location Date 5 Zj 4o( Permit # +go SOIL TYPE: Sand-Loam-Clay- Results of Percolation Test- (if applicable) Rate-Minute/Inch TYPE OF SYSTEM: ABSORPTION FIELD: Total Length Length of each trench Depth of trenches Size of stone SEEPAGE PITS: Number- Size - ft. x ft. Stone siz: PIPING: Size Type Bldg. to Ta k Tank to Dis B. Dist. Box to Fiel ./Pit Openings Seal .d? Yes No Partial LOCATION/SEM, TI$ S: Founda ion to an feet Foundati .4 to ' :sorption feet Separation o P is feet Conforms as per 'lot Plan Yes No LOCATION OF SYST: ON PROPERTY: (circle one) Front - Rear - Lef Side - Right Side Middle Front - Middle Rear COMMENTS: rJ A - y k,_ op ES . — „vQ r — N\ SYSTEM USE APPROVED: NO Arrive . Depar ed: / /v B ding Insp for CcrAJ TOWN OF QUEENSBURY BUILDING &_CODE ENFORCEMENT ,-' 742 Bay Road Queensbury NY 12804 (518) 761-8256 SEPTIC DISPOSAL SYSTEM INSPECTION Name Ge9„,,,,a_ 14RVA- Location Qqo lac,VcA(A)(31/4-cL Date <<j-a3 D ' Permit i 0 b ^11 1 P SOIL TYPE: and Liam Clay- Results of Percolation Test- (if applicable) Rate-M nute/Inch TYPE OF SYSTEM: — 7- / ABSORPTION FIELD: Tota Length Cn� " '-�"� Length of each tr-nc 3 2i 1?:_lz Pc Al Depth of trenches Size o stone 4L C,^--) l'''S SEEPAGE P • 'u ber- Size - ft. x ft. Stone size PIPING: Size Type Bldg. to Tank g .e Tank to Dist. Box / " o Ya Dist. Box to Field P ' Openings Sealed? Yes No Partial LOCATION/SEPARATIO • Foundation to Tank feet Foundation to Abso .tion feet Separation of Pits feet Conforms as per Plo Plan ~ Yes No LOCATION OF SYSTEM uN PROPERTY:- (circle one) , Front - Rear - Left Side - Right Side Middle Front - Middle Rea COMMENTS: )-i :- - c2A.L / 014 7f° ('- 'r6lL.' SYSTEM USE APPROVED: YES NO Arrived: i Departed: lb ' 1 Building InspecIi, y or TOWN OF QUEENSBURY BUILDING-8 CODE ENFORCEMENT 742 Bay Road . . Queensbury NY 12804 (518)761-8256 SEPTIC DISPOSAL SYSTEM INSPECTION Name j Aj2 i . Location Lit'-" t+e-i< ,i, ij Date .JNdy Permit # ag) ._ `7 SOIL TYPE: Sand-Lo•°-Clay- Results of Percolatcon Test- (if applicable) Rat:-Mi ute/Inch TYPE OF SYSTEM: ABSORPTION FIELD: To ►al ength Length of each trench . Depth of trenches Size of stone SEEPAGE PITS:,. Number- Size - ft. x ft. Stone size -\ PIPING: Size Type Bldg. to Tank Tank to Dist. Box ' Dist. Box to Field/Pit . Openings Sealed? Yes No . :Partial . LOCATION/SEPARATIONS: Foundation to Tank. . .feet Foundation to 'Absorption . feet . Separation of Pits feet Conforms as per Plot Plan Yes No LOCATION OF.SYSTEM ON PROP RTY: (circle one) Front - Rear - Left Side - Right Side Middle Front - Middle Rear .COMMENTS: Ch; • 4 SYSTEM.USE APPROVED: YES NO Arrived: Departed: j(CV Building Inspector TOWN OF QUEENSBURY BUILDING. b_CODE ENFORCEMENT 742 Bay Road Queensbury NY 12804 (518) 761-8256 SEPTIC DISPOSAL SYSTEM INSPECTION Name t'1V" 5-r Location L \�c, `c)„,,,, peer Date 5 z?746( Permit # ( -- I(p SOIL TYPE: Sand- o.m-Clay- Results of Perco ation Test- (if applicable) "ate Minute/Inch TYPE OF SYSTEM: ABSORPTION FIELD. Total Length Length of each t ench Depth of tenches Size of stone SEEPAGE PI'S: N u r- Size - ft x ft. Stone size PIPING: Size Type Bldg. to Tank/pump %5 `` 4 yV Tank. to-_D-a st. ox ►i Dist. Box to Fielr Pit Openings Sealed? Yes No Partial LOCATION/SEPARATI.$ S: Foundation to Tank d-b feet Foundation to Abso .tion feet Separation of Pits feet Conforms as per Plo Plan Yes No LOCATION OF SYSTEM 4N PROPERT • . (circle o Front - — Left Side - Right Side Middle Front - Midd e Rear COMMENTS: l A�`� C-r n�l<�7 oolif) • k: APT, huTv -r,,og • SYSTEM USE APPROVED: YES NO Arrived: Departed: 111I Building Ilt4 actor TOWN OF QUEENSBURY . BUILDING VCODE ENFORCEMENT 742 Bay Road Queensbury NY 12804 (518) 761-8256 SEPTIC DISPOSAL SYSTEM INSPECTION / Na67e64e__ ,,Je Locatio 02 Q„/ Date .5 a ) Permit # 5-2/4,,4; SOIL PE: Sand-Loam-Clay- Results of Percolation Test- (if applicable) Rate-Minute/Inch TYPE OF SYSTEM: ABSORPTION FIELD: Total Length Length of each trench Depth of trenches Size of stone SEEPAGE PITS: Number- Size - ft. x ft. Stone size PIPING: Size Type Bldg. to Tank Tank to Dist. Box Dist. Box to Field/Pit Openings Sealed? Yes No Partial LOCATION/SEPARATIONS: Foundation to Tank feet Foundation to Absorption feet Separation of Pits _ feet Conforms as per Plot Plan Yes No LOCATION OF SYSTEM ON PROPERTY: (circle one) Front - Rear - Left Side - Right Side Middle Front - Middle Rear COMMENTS: SYSTEM USE APPROVED: YES NO Arrived: Departed: Building Inspector • GENERAL INSPECTION REPORT ( 518 ) 761-8256 • Town of Quccnsbury Dept.of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road ___ Qucensbury,NY 124-� Arrive-3'�`) am/pm Depart am/pm • Inspector's Initials {?0k,\( .c \J `'PERMIT# () l' M lk NAME:\ LOCATION - ,L (�. ATE : — (� TYPE OF STRUCTURE: �-p_, , - -�-x� RECHECK N/A YES NO / COMMENTS Footings/Piers I ;f Monolithic Pour Form i Reinforcement in Place The contractor is responsible for i' providing protection from freezing ;; for 48 hours following the placement ;' of the concrete. Materials for this purpose on site Foundation/Wallpour / Reinforcement in Place Foundation/Dampproof i ng a' Backfill Approval Plumbing Under Slab /' Plumbing Vent/Vents in Place / N Rough Plumbing i '\,. H ing Rough-In nsulation \c (01 1- ,R 4 Foundation Walls Interior R/ �Foundation Walls Exterior R- ;..,, Floors R-/ ,''a, Walls A R -Z./Ceiling - !e) 10 . Duct work or piping in • unheated spaces / R- _ • Proper Vent, Attic Veil( _ Framing_ Jack Studs/Head,rs__ Bracing/Bridgirig__ Joist Hangers/ Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Scaled Fire Wall 2,3,4 hour Firestopping GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road Queensbury,NY 12804. Arrive .V.Apim Depart .t j,• Inspector's In' NAME: PERMIT# LOCATION 0 L TAB a DATE : i—yet "Z TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers [ I Monolithic Pour Form Reinforcement in Place / '\ The contractor is responsible f r providing protection from fre ing for 48 hours folio" 'ng the pla.ement of the concrete. Materials for this purpos on sit Foundation/Wallpour Reinforcement in Place I Foundation/Dampproofing Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing I Heating Rough-In Insulation / Foundation Walls Int rior R Foundation Walls E rior R- Floors R- Walls R- Ceiling R- ✓ NIF1 � — \? Duct work or piping in • unheated spaces R- �Lt� C.zivt� l 'S— Proper Vent, Attic Vent ✓ 1��,T,�� L'l Framing t� C �1--40...�. C - Jack Studs/Headers Bracing/Bridgingc� Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping • TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT 742 Bay Road Queensbury NY 12804 (518)761-8256 SEPTIC DISPOSAL SYSTEM INSPECTION Name --,' EL-moi.\-\ej),•(: - Location J4 C) . RCAU,Dc-\"<c) � e Date 6, -JLn,Th noermi t # D('x70 j Li �p SOIL TYPE: Sand-Loam-Clay- Results of Percolation Test- (if applicable)° Rate-Minuyk.e/Inch TYPE OF SYSTEM: i ABSORPTION FIELD: Total ength Length of each trench . 1, Depth of trenches ; Size of stone \ SEEPAGE PITS: Number- _ Size - ft. x ,t. Stone size PIPING: Type Bldg. to Tank _ Tank to Dist. Box ` Dist. Box to Field/Pit Openings Sealed? Yes No , Partial LOCATION/SEPARATIONS: Foundation to Tank . feet Foundation to Absorption feet Separation of Pits feet Conforms as per Plot Plan Yes No LOCATION OF SYSTEM ON PROPERTY: (circle one) Front - Rear - Left Side - R ght Side Middle Front - Middle Rea COMMENTS: sci U f 5 . /4 4.c,fiQh A / �1y4, SYSTEM USE APPROVED: YES 6NO Arrived: /2$Y1 Departed: Building Inspector TOWN OF QUEENSBURY BUILDING& CODE ENFORCEMENT 742 Bay Road Queensbury NY 12804 (518) 761-8256 SEPTIC DISPOSAL SYSTEM INSPECTION Name Gen! ‘cr-4‘: Location I�y 1 'G b,,,.7 Date G 23 lJ Permit # CO - 1 5I SOIL TYPE: Sand-Loam-Clay- Results of Percolation Test- (if applicable) Rate-Minute/Inch TYPE OF SYSTEM: ABSORPTION FIELD: Tota Leng-h Length of each trench Depth of trenches / Size of stone / SEEPAGE PITS: Numb r- / Size - ft. x / ft. Stone size _ . PIPING: Size Type Bldg. to Tank Tank to Dist. Box �' Dist. Box to Fiel /Pit Openings Seal edT Yes No . Partial LOCATION/SEPARAT ONS: Foundation to Ta k. feet Foundation to A.sorption feet Separation of P is feet Conforms as pe Plot P1 an Yes No LOCATION OF SY.TEM ON PROPERTY: (circle one) Front - Rear Left Side - Right Side Middle Front Middle Rear COMMENTS: F _ce.e, ., ,e/- ,, P'4' i I) • �`5 'ay d/ 47, SYSTEM USE APPROVED: YES NO Arrived: a Av Departed: 'Building Inspector i O c-) . RESIDENTIAL FINAL INSPECTION REPORT D, 6 d V Office No.(518)761-8256 Date inspection request received: - d Building&Code Enforcement Dept.of Community Development Arrive`(fi5 am/pm Depart am/pm Town of Queensbury Inspector's Initials i.- 742 Bay Road Queensbury,New York 12804 Q1 NAME COY f PERMIT# 0 UUU— 19 LOCATION O L AK-e.-p,•1{(,C-i.v"Pt-J DATE_ , /�./CIO Act-- TYPE OF STRUCTURE• I . N/A YES. NO COMMENTS Chimney Height/"B"Vent/Direct Vent Location / Fresh Air Intake w Plumb Vent through roof '// Roof Complete � Exterior Finish Complete /� Interior/Exterior Railings 30 to 36" V.r Exterior Handrails,balconi. ,landing 1:'in.or more / V Interior Handrails stairs bo sides 3 or a ore risers ✓� Grade 2%away from fount tion 8"clearance to sill plate 1,72 Gas Valve shut-off exposed�/rr gtf(ator 18"above grade ✓ Gas Furnace sl bt:, Mi30 feet or within line of site / Oil Furnace shut-off of en :ice to furnace area t/ Furnace/Hot Water Heater iperating Relief Valve(s)installed `r �/ Headroom,6 ft.6 in.on sta s ✓� Basement stairs,6 ft.4 in. / , Handrail exterior stairs bo sides more than 3 risers / Interior privacy/trim/doorsh ain entrance 36" ui// Floor Finish / Bathroom/Kitchen waterti: t 11 Interior Handrails Balconi<. .:ding 18 in.or more ,/�, , Railing across window in s ells v. Smoke Detectors: ✓ �� every level ✓/ 1./' ve i ec Jt- //�i) every bedroom ✓ outside every bedroom �'� L z �`r0"� ei iite inter connected Bathroom fans V / Wee e h' �' Plumbing fixtures V ✓ �/E' Foundation insulation , 3/4 hour fire door/door closer Garage fireproofing Garage penetrations sealed Furnace in separate room protected(in garage) Light ventilation per room 2/j Safety glazing 18"or less from floor ✓/ Final Electrical i/ Site Plan/Variance required Final Survey Plot Plan As Built Septic System layout required Okay to issue C/C(Certif.of Compliance) aiff Sy. �g„.,), i„,,_ � 3r7Cer. Okay to issue temp.C/O(Certif of Occupancy)_ / ,>� / Okay to issue permanent C/O(Certif.of Occupancy) ✓ n Alen,- eAtiric4/ F'Zf e.( "' OGu-Q..: �l RESOLUTION APPROVING SEWAGE DISPOSAL VARIANCE APPLICATION OF GEORGE HEARST RESOLUTION NO.: BOH 37,2000 INTRODUCED BY: Mr.Theodore Turner WHO MOVED ITS ADOPTION SECONDED BY: Mr.James Martin WHEREAS, George Hearst filed an application for a variance from provisions of the Town of Queensbury On-Site Sewage Disposal Ordinance, such application requesting that the Local Board of Health authorize Mr. Hearst to install a new fill or built-up system one-hundred sixty feet (160'±) from Lake George instead of the required two-hundred feet (200') setback on property located at Lake Parkway, Assembly Point,in the Town of Queensbury, and WHEREAS,the Town Clerk's Office published the Notice of Public Hearing in the Town's official newspaper and the Local Board of Health conducted a public hearing concerning the variance request on November 6th,2000, and WHEREAS, the Town Clerk advises that property owners within 500 feet of the subject property have been duly notified, NOW,THEREFORE,BE IT RESOLVED, a) that due to the nature of the variance, it is felt that the variance would not be materially detrimental to the purposes and objectives of this Ordinance or to other adjoining properties or otherwise conflict with the purpose and objectives of any plan or policy of the Town of Queensbury; and b) that the Local Board of Health finds that the granting of the variance is necessary for the reasonable use of the land and that the variance granted is the minimum variance which would alleviate the specific unnecessary hardship found by the Local Board of Health to affect the applicant; and BE IT FURTHER, RESOLVED, that the Town of Queensbury Local Board of Health hereby approves the application of George Hearst for a variance from the Sewage Disposal Ordinance to allow Mr. Hearst to install a new fill or built-up system one-hundred sixty feet ± (160'±) from Lake George instead of the required two-hundred feet (200') setback on property located at Lake Parkway, Assembly Point,in the Town of Queensbury and bearing Tax Map No.: 8-1-13, BE IT FURTHER RESOLVED,that this approval is contingent upon the applicants abandonment of the existing well. Duly adopted this 6th day of November, 2000 by the following vote: AYES : Mr. Brewer,Mr. Martin,Mr. Turner NOES : Mr. Stec,Mr. Brower ABSENT: None JIM WATERS CORP. • 17 HEMLOCK ST. a r, 0 LATHAM, NY 12110 / CARriOc..o 0618 &iQe,, C1GG'(shi4rnrj Una r 30L.6r'd S 1.o'`zk(ibo I `)S'" vl 14e(kVy out ' Screen I DI 3c/5 X50 Full Screen Sot_ GriDS LowCz/ArGoN ' 51./1r8 i 0)5 92. Full H,creer SOLGRID5 . Lowe z/ARGoN $ L/7018 I DN 30 X 54 Foil screen Sot_ 6ri OS i-ow E 2/FIRGON 675 51 I D4 301 x5y Full Screen SDI GRlos L.OWc a/n+SoN 5/5s 1 DN „25 x 32 fivllScreen SDI Giros LOWL- z/ A26iN 476'R f . a DP a28/y� f( FullScreen Soy Gras Lowj2/ fl16OW sygog yo n S D 3Ox`fct7q 1 1lSL+zeeri Soc. 6kros Lon/Ac6oN 41 I8914 t 7032 1 I fiwn►NG a4'/.xI9'4 FuJlscwe n lowE lieGoh1 opc9oc 3z i A fInG af'/aXQ► FullScreen Lzw E iitzGON 1 32 PIN( i8XS Ft)i1Scr en Lout 2/64va6oN *a(1;32 (-lCroRY muIlep 3 TwIN D1� Full Screen SoLGglos LOwC2/Rte6ary 41679 . ;kw �323 ! 7.a 48 x51 /si TSON Fu Fi Sines s O RIDS err LO' " z B0 I � � /A�6oN if � "ea 1774,4 78, LIB f� f I 11"Ve GOa X.�V7 D,t� Fu� H reel SI - Grips L�•u.t= f�k6cn aq ; c) 014 y f cud 15treen SOL tic's LuwEZ/A 1f?C'4 38 y �� I x�l Pv4 Liaxigld. /2 LA SDL Grids Lowf f/r iv 5 9 /O79 nil• UMTS To Be. Gre..e ?in UM LLllt7 Exrrr1c?r Fine (frior - !n5vink.( 66S '' Warm EDGE 1NrcRCept 5(7QCcr to chnolo5 y. AI0- INflL_TI2A-TION Rai- NG OF . 12 C.rm /r'cf Block TACk(e Ni,I.anc S C a Fay.. .. : ; Machine .,, WiredYou're .. Into ] ;a . .. About test Facts .. . --- .- . ., Celotex . ,, ,. Insulations' .. . _ . ,, , . . . . . . CECOFAx . . . . . , .." . . ,, OW psi, f e ,_E,OF.yk" method of commurnca[in 7 V I��jta has 2 2 ,),:, Fi r-• oven so succe;sfi rl this service is being toe tin L4ed for,1.996 .• Ines -a.,--. SUL/4TQNG SHEA H1' ��L� T F- rd® to inform you quickly of specific product rnformatiori inch-•`ta- � n I.-L., 'reel.)you lating Sheathing products feature a •.a[= red h'gn +breacr of latest developments. -�. •,et i, tie polyisocyanurate foam core. T er choices re W/. ''" r;:,r"•�r uivant igr,,f Cl:!_c FAX!�. that this electronic s `ivail`7 to ch offering the same at rank �'rr. be continually HU u dates withhigh R-v u< • but with is tt ve ferent ices,to satisfy lecti varying s needs f• "oughness'; fsius jrk.rNL {r „ p relative f c•. n:.tared w,tr; the time needed to prepare,are, print, one option o a non reflective surface. trIna product literature. Tuff-R Feature'` adiant barrier qu a. aluminum foil facers :utex c rapid rransmrss;cr; on both sides (Ord.- side reinforced'. •vailable from 3/8"to 1" if latest ir'1formiltion is espf:- (9.5 to 2 :mm) In th( ess. ' ails✓ essential today as the . • • Tuff-R "C 1 omm - cial Both sides have radiant n!� ��:' continues is harrier quail rei arced aluminum foil. Available ncrd hrograrns or • from I"to 2' ( • , to 50.8mm) in thickness " -!'ket ever v`' Tuff-R No *'. leeti!ve Radiant barrier aid r ,.. W`' minum foil? on- "de and reinforced non-reflec- • i five (black/ oared) r on the other for builders • cent:•c, savings ''Il who do at desire a e'ect ve foil facer for certain ease for t ` (, r:s and applric-• ons. Available om 3/8" to f (9.5 to :,r cat,oris '• • • 25. in thickness. • ' f ' Ap.lications: Tuff-R In . la "ng Sheathing is ;a ,c".-i fecorp (th' h efficiency exterior shea in that provides a ;,'" "'4" --^-----art-•;-",. ''' �. ` ta! insulating envelope (insult es 'moth the cavity and the framing! The thin pro - odic is per- r i' "I °o-; feet as interior insulation for concr- - t. i \t y construction and in basements. Al.. ! -c vides an `' �.' effective insulating/vapor retarder :c,iss c: eY;:ei { c 1• rcourse - '"•a eedS for foam board insulation products. behind new drywall or ceiling material. >.•� Tuff-R products are recommended for concealed use in resi- 'f'ESS US FOR TECH DATA dential or c:mmercia! construction having an interior finish of a minimum 1/2 (12.7mm) gypsum board or equivalent • -r,,- ''Oc' to let us know your product informs- therm 'r"86.NOT LEAVE EXPOSED. will receive .9 FAX within rlirn r THERMAX® EATHING hi '. -.• : • •'' - 1-.-✓alues for earlier deveio f:ed or _ r reinforced polyisocyanurate foam core board, '-'y C'lOtex foam insulations and complete • with reflective solid aluminum facers on both sides Sizes., s,S rr"i lot;?. Standard 4* X" (?220 x 2440mm) and 4' X 9'(1220 x t a :,-...-.a , concerning third parry inspections, codecr 2745mm) Custom lengths to 40' (12 190mm) available. •:':p'c,.'-;:s. and ether pertinent data for the product Thickness . i/2" (!2.7rr m) to 4-1/4" (?.08mm). ou ':tc'f? !._ chic{:!f'`� r;:x e representativer Applications: Thermax Sheathing features superior fire will be available to answer oerforniance and is suggested for concealed use in resirien-,,. =r_"•' ''_'-: :ur's eitn;er in person or by telephone tia! construction havin an_code a roved.interior inish_ it' 9 Y pA.�_ . _. 1 does not neeC' -?S minute thermal barrier suc_h as 1/2__ryp- J C LLOTEX- INSULATIONS FOR s Trn..wallhari cap a )i[ lso be left exposed in basements. ENERGY SAVINGS crawl spaces an'd attics subject to local code acceptance es= _u'7rr:firnor Examples of suggested concealed uses are. r,, 1.r_,r des:rio[ionc should enable you to „- sp-c,f:s (Teiotex insulations for ft rrther investigation High efficiencv insulating sheathing in new frame wall con `" '"''A-X ''ci''iP' struction Thin profile cavity wall insulation in new masonry construction. Insulation undercourse between exterior stuc- I T sI-•>S •- PERFORMANCE FOAM co finish and concrete masonry or frame wall construction. : :� FlTHIhOlCiS ,'oinsulating/vapor retarder undercourse behind new interio r wall anc' r ceiling finish materials. Retrofit insulating under- 1 , m board products have set the course behind new exterior siding or behind new interior fin- —v r`:"',: ti•*' standares fur insulating efficiency and application ish acceptable to iota! building code n r :`CALL'TOLL FREE 1-800=CELOFAX (235-6329) 'FOR PRODUCT DATA Pig.. .....". ) sir it)5.5.1 .a..LL , .4..r- .. ,!----71 ::: . , ii....7 -ti: , : , - . ,: - . ..-,:,. 1 i • . • .. -— . _ ` _ I . i.i ' ' ' . ,'-;. -- Ilf. , . ' . ‘. . ,. 3GCAY / 0 -la' ,tom i r-►v/1J . „s,� I y .X 5 i 1 N ,:-. It, t -i'-. I'. /-1-7C..10,.:1- 0.,...1_. ...4 . )1. • - --. • ,-,,-:-_---.- ( t- -"Tiny\ Is-0,01,!2 I . : \- -2 tj --•_ - _ __.. __ ._.. �, V. !" 11f ' .,1+r--y- 1 : -•1. _ 91 - �: Gam ' I ( -1- 9c<i �• . . ›Aj(:. .‘4- CI - 3-.1,-. 4.0,. -7 •; '. 7 --I :.gl.'11-1 III. 161+t;. .14 31 5 s1.ti • ! 1\Gya��00-7► 420 - .ri _- - ---- _ { =_ - - �: - = w _-.,1 ' n'\\i ii ZI-1\ � _ _. �� I , � s In . c� - . _ter,. I /O0 --,E ? )14.3(avi-c ILIN �r) b ? - .. ate,i SC^a `.l(I1 �o�, , S.�oJ- �X� • c. • I — I, �� - �O -- z! 17,,F)c'-1 J ' NO SW 1 ' r N, «;, —�r M� �.-1 J�•.` tic 7 n o91 4j' o �f ;:, c fi GENERAL NOTES: 1) PLAN BASED ON LIMITED FIELD MEASUREMENTS AND COPY OF A SURVEY BY BUCKMAN & WHITBECK PROFESSIONAL ENGINEERING & LAND SURVEYOR, P.C. ENTITLED "SURVEY & MAP OF LANDS TO BE CONVEYED TO LETETER J. HEATH III" DATED MARCH 9, 1989. 2) CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION; CONTACT UFPO AND RECORD FILE #. VERIFY BUILDING CONNECTIONS, LOCATION AND ELEVATION, PRIOR TO INITIATING CONSTRUCTION; CONFLICTS OR DISCREPANCIES SHALL BE REPORTED TO THE OWNER OR ENGINEER IMMEDIATELY. NOTIFY ENGINEER IMMEDIATELY IF SITE CONDITIONS ARE NOT AS INDICATED. k� 3) CONTRACTOR SHALL SUPPLY THE OWNER WITH A RECORD COPY OF THESE PLANS AS THE t �x SYSTEM WAS CONSTRUCTED (NO DESIGN CHANGES PERMITTED WITHOUT PRIOR APPROVAL OF ENGINEER AND APPROVAL AGENCY). k` 4) ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION UNLESS OTHERWISE DIRECTED ON THESE PLANS OR BY OWNER. x PRO OSED EACH 5) ALL EARTHWORK SHALL BE CONTROLLED TO PREVENT EROSION & SEDIMENTATION IN APPROXIMATE�x SYS M ACCORDANCE WITH PROVISIONS SHOWN ON THESE PLANS AND/OR THE "NEW YORK LIMITS OF FILL �x`k GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL", USDA—NRCS, AND THE URBAN 160'f APPROX. LOCATIONx EROSION AND SEDIMENT CONTROL COMMITTEE, LATEST EDITION. • ' LAKE EXISTING 'NELL � 6) CONTRACTOR TO VERIFY CONSISTENT SOIL CONDITIONS IN AREA OF LEACHING AREA PRIOR TO ' CONSTRUCTION; ENGINEER AND/OR OWNER TO BE NOTIFIED IMMEDIATELY OF INCONSISTENCIES. GEORGE TP 71ll 1 y4=: ,ar;,,,',`;� •'', : / 7) CONSTRUCTION OF NEW PIPING, TANKS AND LEACHING SYSTEM TO BE IN CONFORMANCE WITH EXISTING UTILITY LINE THE NEW YORK STATE DEPARTMENT OF HEALTH AND TOWN OF QUEENSBURY, ON—SITE �� a••,' '"` �q t RESIDENTIAL WASTEWATER STANDARDS. 8) CONTRACTOR TO PROTECT EXISTING STRUCTURES & PERSONAL PROPERTY DURING WORK. WHERE POSSIBLE, ROUTE PIPING AROUND OBSTACLES AND OUTSIDE OF ROOT ZONES OF 1 BEDROOM • ' =PT t•�•• ' ,". ;•;; � ..• � .,�sa.•-- MAJOR TREES, AS DIRECTED BY OWNER. HOUSE TP �' �. .4 A. 9) ESTABLISH VEGETATIVE COVER OVER LEACHING SYSTEM TO PROMOTE TRANSPIRATION AND EVAPORATION. CONTACT WORK SITE LOCAL SCS OFFICE FOR PROPER SEED MIXTURE AND 10' MIN.-7 APPLICATION RATE. 1 --1 W FORCE MAIN NEW 1000 GAL. / SEPTIC TANK D1 TIE TO EXISTING BUILDING SUBSURFACE INVESTIGATION: SLOPE 1% MIN.-----#2 T #1 SEWER; SLOPE 2% MIN. (TYP.) � ._._ PT #1 GA � GARAGE 3 � Test Pit#1 ONE / 0 — 2" Topsoil Sandy Loam BEDROOM / a 2 — 36" Med Brown Fine Sand w/ Silt NEW PUMP STATION 1 10' MIN. W 36 — 54" Med. Brown Hard Pan w/ some Silt & Clay 1 DRIVEWAY Y 54" Bottom of Hole, Refusal (Damp) S No Mottling Noted, High Ground Water believed to be at top of Hard Pan Layer IS Test Pi .1 1 / 0 — 3" Topsoil Sandy Loam PT JVJ — 24" Med Brown Fine Sand w/ Silt OAK TREE ` 24 — 37" Med. Brown Hard Pon 39" Bottom of Hole, Refusal SEPTIC TANK AND PUMP STATION LOCATIONS TO BE MODIFIED `_ No Mottling Noted, High Ground Water believed to be AS NEEDED TD AVOID REMOVAL AND/OR DISTURBANCE OF EXISTING _� / at top of Hard Pan Layer TREES AND FOOT STRUCTURES. LOCATIONS TO BE VERIFIED WITH TP #3 OWNER AT TIME OF CONSTRUCTION. \ O',- 4" Topsoil Sandy Loam 4 -- 42" Med Brown Fine Sand w/ Silt 12 — 56" Med. Brown Hard Pan Density, Clay & Silt Content Increases w/ Depth 39" Bottom of Hole, Refusal No Mottling Noted, High Ground Water believed to be 15 at top of Hard Pan Layer Test Pit _#10 GRAPHIC SCALE 0 - 4" Organic Duff Topsoil w/ Well Drill Runoff so o 10 zo 40 ao 4 — 38" Reddish Brown Fine Sand w/ Silt & Heavy Cobbles ��'� (�( i 38 — 57" Med. Brown Dense Hard Pan; Density increases w/ Depth �j 57" Bottom of Hole �+ SCALE: SEE GRAPHICAL. SCALE � 42" Mottling Noted IN FE>LR � 1 inch >= 20 & & Test Pit #11 0 — 3" Organic Duff Topsoil 3 — 42" Med. Brown Fine Sand w/ Silt x~�>C 42 -- 67" Med. Brown Dense Hard Pan; Density increases w/ Depth x 67" Bottom of Hole k�k � 42" Mottling Noted (Increases w/ Depth) 1`x 4" k NON—PERFORATED k D1 EQUALIZATION PIPE 4 Percolation Test—j1 TOWN OF OEENBURY x Test Depth: 24" Soil: Med. Brown Fine Sand w/ Silt BUILDING & DOD EPT. �k Stabilized Percolation Rate of 8 minute 10 seconds. LEGEND: 10' MIN. () Percolation Test #2 REVIEWED BY Test Depth: 24" DATE / EXISTING BY OTHERS: Soil: Med. Brown Fine Sand w Silt / — �(existing features denoted by lower case lettering) �%' I Stabilized Percolation Rate of 13 minute 12 seconds. . _ :: Q�rcolgtion .Test 110 NEW / PROPOSED IN THIS DESIGN: EXISTING WATER WELL TO BE «,w `' ' ' "« Test Depth: 28" 0 SEALED LOCATION APPROX " and w/ Silt ( •) D1 32 _ /"•:, '',�'":,>.:•�,-''{�:' �:• .,. ar Soil: Med. Brown Fine S PROPERTY LINE: Stabilized Percolation Rate of 16 minute 45 seconds. SHORE LINE: DISTRIBUTION BOX • •� �i' '•" ' `"' ~'�''t " /•. ,...\.•I'•{�„f.••\''•••• •`''•' 1"'t••\••I ••Y.' S a•1 10 -0 I FENCE ON PROPERTY LINE: —x-- x-- x— ti ,.'.•T: •{;•. ',,:,.. 0 DIVERSION SWALE: �'` a•.,,: �.::;°., '.,r.....- ...:.::: :,,� 3 Q ' `ems�•'r•'=:J '', .� ,• \::`' ' ,� , ' ;\"•�,: .•,... 10' MIN. OVERHEAD UTILITY LINE: . . . . . . . . . . i ;r ... :'. �; ,:r ,• t� ° ' :,..,'.;.. Q ,: M•��r - ' . • a 10/1 Zoo AD ISSUED FOR SEPTIC VARIANCE APPROVAL EXISTING WATER WELL: v " ' {' • ' L s DATE REV # ISSUED/ REVI-� ::, •S• � .4..-� fi .,..:}.�,.; �:'�' .,•.:�,...:�� ::.,:•i 1 SONS BY FORCE MAIN -TO CONTINUOUSLY . •� a�^ '� " "'" OBSERVATION PORT: O STATION :' �' ~• ; _DRAIN •BACK TO PUMP ;`"� �' :: :, :•f.~ *,'f.«:w•�• :: ,:; ,_*'::'•.'',�::•'• . _�' .i.'..ice'»-ra q'� SITE P NUTILITY POLE: c NEU �;'• :,� .�•:: <,;:;;{,:;:��.�.r 4" 90' ELBOW REPLACEMENT WASTEWATER SYSTEM TEST HOLE: / F HEARST RESIDE NCE WEN IN—DRAIN - r;= LAKE PARKWAY AI18LY POINT � PERCOLATION TEST: � OBSERVATION PORT (TYP.) TERALS � � � TOWN OF QIJEE�S�JRY� NEW YORK DETAIL # D1 DIVERSION SWALE ,yo• 5750°� �i, DETAIL REFERENCE TAG: APPROXIMATE T 1 LIMIT OF FILL '�OFESSt�� MARTHN, � ��SEE DRAWING # FOR DETAIL J GRAPHIC SCALE / PAOFESSZON L ENGZNEERZ NG i SECTION CUT DIRECTION 10 -- a 10 m ,o / DiO*SL� 12 EAST WASHINGTON STREET PHONE: (518) 792 2907 SECTION REFERENCE TAG: 1 SECTION LETTER WS—C:.- SEE ��N per ORIENT NEW L P.E 57509 NOTE GLENS FALLS, N.Y. FAX (518)7WI864 GRAPHIC scALE EACHING SYSTEM TOSEE DRAWING # FOR SECTION D1 F10aTFOLLOW EXISTING OLD DRIVEWAY. TEPAnM' nO DOCUMENT 2 0 00'� SHEET 10f 8 1 inch = 10 R EXCEPT BY A LIB PROFESSKKAL 6 UNLAWRA.. FILE: F.X0042=401)C14iearatW erPWAV PLOTTED/REVISED:1W12fi0 9: W DETAIL.NOTES 1. ALL GRAVITY SEWER SHALL BE PVC SDR 35, ASTM D3034; INSTALL IN ACCORDANCE WITH ASTM D2321. ALL GRAVITY SEWER SHALL BE LEAKAGE TESTED BY A METHOD APPROVED BY ENGINEER. TREATED LUMBER MARKER 2. PRECAST STRUCTURES SHALL BE AS SUPPLIED BY FORT MILLER CO., INC., OR EQUIVALENT. ABOVE ALL BURIED COVERS; 3. THE LOCATIONS OF ALL BURIED STRUCTURES SHALL BE DOCUMENTED BY INSTALLATION OF 5-10 MINUTE/ INCH PERC SET 1/2" ABOVE GRADE PERMANENT MARKER(S) OVER COVER(S), AND MEASUREMENT "TIES" TO PERMANENT STRUCTURES RATE FILL MATERIAL SHOWN ON THE "RECORD DRAWINGS" (SEE GENERAL NOTES). MIN.) 4. ALL TANKS SET BELOW SEASONALLY HIGH GROUNDWATER ELEVATIONS SHALL BE ANCHORED EWEN IN-DRAIN --� REMOVABLE COVER AGAINST POSSIBLE FLOTATION, BY A METHOD APPROVED BY ENGINEER. FINISHED GRADE MIN• 2�� M TERALS (�•) PROVIDE ADJUSTABLE LEVELING 5. TANKS/STRUCTURES SHALL BE SEAMLESS CONSTRUCTION OR SHALL HAVE WATERTIGHT JOINTS. .'.s.:a. 2% SLOPE ;rr.. %Y: " �'>"':"' :-�M �' v DEVICE ON EACH OUTLET WALL PENETRATIONS SHALL BE SLEEVED; SLEEVE TO BE SEALED TO THE WALL WITH NON-SHRINK ,. , .� : •. , .. .��.-... 12 MIN. , . • Y _. , ,... _... INLET ''+ :''"�' :^ ► ''"`~ ` �'`"'` `�" ' ``�"""`�` I -� GROUT, AND THE PIPE SEALED TO THE SLEEVE WITH WATERTIGHT ELASTOMERIC MATERIAL. TANKS a ` :,:�R, lc".4� M►-}tyi�e•L1tlw;"►Sa•w: 3p}.�+�e 'Yl•4X01a•M►Mj�ty :6 MIN ). t r _ ; ;_.`►; >. .f.:, ✓; a~•.- • t • �:;• 4" GRAVITY DISTRIBUTION LATERAL TO BE TESTED TO DOCUMENT WATER TIGHTNESS BY METHOD APPROVED BY ENGINEER. 1 .• L �-.�. .li.\'t'r r tQ �,Jrt},i✓.�LJkMtw7lh ►tiv+ ,'t�%}ti F►� .-_ r.. •�, _p s .r` •,.-ti;►*, ... i�✓7•Y ..s ,: ►r• . ® 0.5°Io MIN. SLOPE « • ` ' 1 •s~•ti•"•''"=�`+' `'" ` 'J•�',r"'"",'•"�: •„--' 6. TANKS/STRUCTURES INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HF�1VY CONSTRUCTION ..rS:.�ryY'a^`•y',.at'.rSL'>''•y.. � •.:.•. •,.�•f. .r+•.:' .y .(...s :.k=.'•v w,. �:L�,r.` •t+i•:C, = t ,... . r.. _ ».!,�•lri�*s ► r}i•',.'Kt �:,;,Z�Y-+'►".'• ••e` :. �':'�+ .tiw.ay; •y,w43..J� �..t% a:..:.��• r :i�..:;,•" fit. r�7'{. «s., f _ - _. �; ,:.; .' 12" MIN. OF CLEAN SAND '.I=R ^.t . •r• ;K •\S7^P .►. 6 •Y _ .. � �•. 1w} �;w: �i•��M►� .1 .i vk .w k.w.. w:.!r,••,�•i•:�•✓ i•i. i'�' ',.. ,F'..}.,• t:•�•:•�• :•L�. ..�.- ��, ,„;.+��•. .�,�.�.... =t• ,.. _. , ,�_.. r :• : ..;. c : " f DESIGNED FOR H-20 (MINIMUM) WHEEL LOADING. �-,:�;:� f .-�;:<:�. r�-.,,,,� .�,:.• 2 MIN. OR PEA GRAVEL FOUNDATION .w :�M.0 7p«..r't f, i .i�d»i�'„ �.4r .�. .it,=«:w• ,`'=,:,i..�+. •L Ik•Y »;.a. Cat:":- �, •`•�`F'e:i..' •r...r:hi:C•'�. a wO.: ^ r_;p'••}'.S�'ba A♦ Y.�f•; 'r:'•. ,.}.w t'•• - v ••s •r •"j ..i•.i. i sw.:•y;.'•, r _••+r �ti S .\,:n ♦ ?'i ..►-••►t':S c +..ri:r,�'• S f•...♦ a.•'+w .«.«�I:t" r1 P},^ 1. j.i i `•' - '• a.• • • .•.. ••• I r.. •'_, i :'� � ► w.y:v C, f•..2••,r�► .Z•„••A � .. - :�•. {•. 6 a ..i Th..�•• +. .«. t t �~t. �.v .� •: c-•:,•i.Yyr.,i:.i'••• ?it .• .!` •t• ,• .w:.. ! ••d ^fir �• Y^..'" tt ✓„ ••J•:i',,, r •• ...r2• • a.:.y v ! .t•.:•.'lt. ►r`• �r ,1: 7. ALL PIPING TO BE INSTALLED AT CONTINUOUS GRADE BETWEEN STRUCTURES, I.E.. NO LOW POINTS OR HIGH POINTS. EXISTING GRADE , i CONCRETE SAND FORT MILLER DISTRIBUTION 8. PVC OR PE PIPING MAY BE ROUTED AROUND OBSTRUCTIONS BY BENDING PIPE ON A SMOOTH OUTLETS - 4" KNOCKOUTS BOX OR EQUIVALENT CURVE; RADIUS OF BEND TO BE AS DIRECTED BY THE MANUFACTURER. 9. FILL MATERIAL FOR LEACH FIELD/BED SYSTEMS SHALL BE CLEAN GRANULAR SOIL (SAND OR REMOVE VEGETATION & TOPSOIL 0o , p X pp ISTAi EL LOAMY SAND) FREE OF CLAY, ORGANIC MATERIAL AND NON-SOIL COMPONENTS (DEBRIS, ETC.). PRIOR TO CONSTRUCTION IN MATERIAL SHALL MEET PERCOLATION RATE(S) INDICATED ON DRAWING. PERCOLATION RATE(S) TO AREA OF LEACHING SYSTEM SCALE: N.T.S. BE VERIFIED BY CONTRACTOR IN BORROW PIT PRIOR TO EXCAVATION, AND IN PLACE IN LEACH FIELD/BED FOLLOWING COMPACTION. SUBMIT WRITTEN RESULTS TO OWNER AND/OR ENGINEER. e dEAOR BYSTEN SECTION 10. UPON REMOVAL OF TOPSOIL AND VEGETATION IN AREA OF NEW LEACHING SYSTEM, EXISTING SOIL TO BE RAKED OUT PRIOR TO PLACEMENT OF FILL MATERIAL TO PREVENT SMEARING. SCALE: N.T.S. 11. LEACH FIELD/BED SHALL BE INSTALLED IN ACCORDANCE WITH ASTM F481 UNLESS OTHERWISE DIRECTED HEREON. 12. INSTALL EVEN IN-DRAIN UNITS PER MANUFACTURERS RECOMMENDATIONS UNLESS OTHERWISE DIRECTED HEREON. 4" DIA. 13. TOPSOIL, SEED AND MULCH LEACH FIELD/BED AREA TO ESTABLISH GRASS GROWTH; CONTACT FINISHED GRADE PRESSURE PIPE LOCAL SOIL CONSERVATION SERVICE FOR RECOMMENDED MATERIALS AND APPLICATION. ELJE:N LATERAL D-BOX 14. SURFACE DRAINAGE SHALL BE DIVERTED AROUND LEACH FIELD/BED AREA BY CONSTRUCTING ALLOW 6"-8" FOR MOVEMENT SHALLOW SWALE AROUND THE HIGH SIDE OF THE SYSTEM AND DAY LIGHTING THE DRAINAGE IN 1,,,-BUSHING AN AREA DOWNSTREAM THAT WILL NOT AFFECT THE SYSTEM OR OTHER PERSONAL PROPERTY. r--�� SLOPE (MIN.) FORCE MAIN FROM DESIGN INFORMATION: 0 PUMP STATION CONTINUOUS DRAIN BACK TO PUMP Design Basis PERMANENT MARKER WATERTIGHT JOINT (TYP.) WATERTIGHT MANHOLE FRAME & COVER; 4' (MIN.) STATION New York State Department of Health OVER COVER SYRACUSE CASTINGS1502 OR EQUIVALENT;FROM COVER Town. of Queensbury GRADE TO DRAIN AWAY 4" PERFORATED EWEN UNIT 4" NON-PERFORATED WATERTIGHT SEALED DISTRIBUTION PIPE PIPE FROM D-BOX Potable Water Supply CONCRETE PLUG FINISHED GRADE No known adjoining water supplies within 100' of r--24 0 BOX PLUNING DETML (WP D proposed leaching system PRECAST CONCRETE RISER AS REQUIRED SCALE N.T.S. Abandoned well adjacent to proposed leach system 12" MIN. 24" MIN. per Detail 6 on Drawing "D1 SOIL LINE FROM HOUSE TO BE " • - A. :• •• INSTALL SEPTIC TANK EFFLUENT FILTER INSTALLED ® 2% SLOPE MIN. � IN SANITARY TEE; (SEE DETAIL #2 Design Flow 3" THIS PAGE) 2 Bedrooms x 110 GPD/Bedroom = 220 GPD INLET -•i• OUTLET - -� Septic Tank NATIVE E3ACKFlLL - EFFLUENT LINE 15 18� THOROUGHLY COMPACTED _ 4" NON-PERFORATED Provide new 1000 gallon Septic Tank INSTALL OUTLET PIPING AS OBSERVATION PORT EQUALIZER PIPE OUTLET DETAI � a SHOWN O 19 SLOPE (MIN.) GEO-TEXTILE 4" PVC; DISTRIBUTOR PIPE �eotic Tank Effluent Filter Outlet tee of septic tank to be fitted with a "Zabel" Filter FORT MILLER PRECAST model A1801-4x22 effluent filter or equivalent I'-6" NP• SEPTIC TANK OR 4" NON-PERFORATED PIPE EQUIVALENT ABOVE CONCRETE' SAND 0% SLOPE (TYP.) Leachinq-System (Eljen In-Drain Bed/ Mound) Did 12" MIN. . - .'~ - ' -'� - :' ~„ - 4" PERFORATED PIPEr E 220 GPD + 0.70 GPD/Sq. Ft. = 314.2 Sq. Ft. / `�/ l/ /��/'�%��/��/��/ / /'`/% �/ �' PROVIDE EXTENDED BASE FOR BELOW CONCRETE SAND (for 5-10 minute/inch percolation rate fill material) ��\��\�\�j\�j�� \�\�� ._ :r:,: .. : x:•-. �j� ,-� .` i �•� �:^ ••:- -;•x: S. ,,r, 314.2 Sq. Ft. = 7' Equivalent width Eljen In-Drain = 44.9' ANTI-FLOTATION PURPOSES PERMEABLE GEOTE:XTILE WRAPPED "•t>,.�"� .• :�t :�,.�::_:�•,: :�' :,'-:Y.,:.. w» i ♦ •r'�'.L iJ� 1.� .. / •%' /�` '��/� AX OR EQUIVALENT, IF NECESSARY, AROUND PERFORATED PIPE of Eljen In-Drain Units required. SEE NOTES 12" CONCRETE SAND; (2) Eljen In-Drain Laterals each 32' long (8 units) to be provided. CRUSHED STONE FOUNDATION NYSDOT SPEC: 703-07 \-ELJEN IN-DRAIN LATERAL ATOP FIRM NATIVE MATERIAL WPM TMK DD ETAM (PER EL.JEN) Eljen In-Drain Bed Dimensions 10'X32' s+ SCALE: N.T.S. Basal Area 220 GPD = 0.55 GPD = 400 Sq. Ft. Required ELJEW LA4EML / ONERV TZON [PORT DE AM (for 16-20 minute/inch percolation rate soil) SCALE: N.T.S. Approximate Leaching System foot print (Toe of Fill) Dimensions: 25' x 48' = 1200 Sq.Ft. Basal Area to be provided Effluent Distribution Pressure Dosing from pump station - Gravity distribution via distribution box. Provide Tuff-T'ite, Inc. Speed Levelers or equivalent on each distribution box outlet to equalize flow to each lateral. REMOVE EXISTING WELL CASING TO Q NON-SHRINK 6" BELOW EXISTING GRADE 4" OUTLET TEE '• GROUT MODEL A1801-4x22 RESIDENTIAL TO PUMP_ '�-_ i .. 6" 1Q/12/oo A ISSUED FOR SEPTIC VARIANCE APPROVAL *ZABEL* FILTER OR EQUIVALENT STATION 18" : 18" " 24" MIN. ✓� FILL AROUND CASING WITH DATE REV # ISSUED/ REVISIONS BY MIN. 4 PVC PIFE :` (MI'N. 20% BENTONISAND/ BENTONITE MEURE N SEPTIC DETAILS D � SEE NELL CLOSURE �. a�` � NOTE #1 ,� � . REPLACEMENT WASTEWATER SYSTEM NOTE: HEARST RESIDENCE IF SEPTIC TANK CONTAINS A PRECAST CONCRETE TEE OUTLET NSTEAD OF `- M EL FILTER MODEL A1807-4x22 EXISTING WELL CASING < .- � T��AY A"SSE N� OW A 4"0 PLASTIC SANITARY TEE SUBSTITUTE ZAB YOW FOR MODEL A1801-4x22. O No. BIS� �d WELL CLOSURE NOTES: FESS � .!i J� _ MARTHN, PLLC 1. DECOMMISSION WELL IN ACCORDANCE WITH AWWA A100 APPENDIX H, SECTION H.2 "WELLS IN UNCONSOLIDATED FORMATIONS" AND PROFESSZONAL. ENGZNEERtNG SECTION H.7 "SEALING MATERIALS"; SUBMIT DETAILS TO ENGINEER FOR 8EPTIM 4MIK EIFFLDEW IMTER DETAIL REG�DENTUL WELL CLOSENO DETAILS REVIEW 12 EAST WASHNGTON STREET PHONE: (518)M2907 SCALE: NT.s. SCALE: N.T.S. H. P #5M GLENS FALLS N.Y. FAX (518) 7WIN4 7EFIXTI Al OFFM DOCUMENT SEF7 ELMR 2= 00642 SIFT 2 01 S DICEPI BYA LIEISED PROFESSIONAL. ENGDEM 6 UN AWFUL.. FILE: F�0042W1400•D1 dwg PLORI ED/REIIISED:10/12 0010001 GENERAL SPECIFICATIONS _ NOTES: . CONTROL$ALARM PANELS) 1) INSTALL PUMPS AND CONTROLS PER MANUFACTURERS RECOMMENDATIONS. 1 . DUPLEX CONTROLLER WITH ALTERNATOR AND D ALARM; SES SERIES BY GOUL.DS 2) TEST PUMPS FOLLOWING INSTALLATION; MEASURE DISCHARGE-RATE DURING TEST AND ADJUST THROTTLING) , _ PUMPS. OR EQUIVALENT; ENCLOSURE TYPE DICTATED BY LOCATION. TO ACHIEVE 30 TO 40 GPM DISCHARGE RATE. MARK VALVE OPERATOR(S) AT THIS POSITION. ALARM ONTROL — - ---____. _.__._ PANEL PANEL (2) SEPARATE POWER CIRCUITS FOR PUMPS AND ALARM. INSTALL PUMPS UNDER COVER TO FACILITATE 3) TEST`CONTROL PANEL OPERATION FOLLOWING INSTALLATION; VERIFY ALL ALARMS, FLOAT SWITCHES AND WATER FLL_ EASY REMOVAL AND INSTALL JUNCTION BOX (3) HOA SWITCH, WITH RUN LIGHT ON PANEL DOOR, FOR EACH PUMP. SUPPLY SHUTOFF RELAY ARE LOCATED AND OPERATING PROPERLY. WITHIN REACH OF COVER FOR MAINTENANCE PURPOSES. (4) VISUAL AND AUDIO ALARM. POWER SOURCE PER .OWNER COORDINATE LOCATION 10 ( ) WITH OWNER (5) ALARM RESET AND TEST BUTTONS ON DOOR. •, (6) LOCATE AS DIRECTED BY OWNER. JUNCTION BOX EFFLUENT PUMP(S) - 2 (7) MERCURY FLOAT LEVEL SWITCHES FOR PUMP AND ALARM CONTROL REQUIRED. PUMPS a _ /INLET FROM SEPTIC TANK i 1 = ---.. TO LEACHING SYSTEM --•- - � (1) SUBMERSIBLE EFFLUENT PUMP, 10, 115V OR 230V TO MATCH POWER \ / SUPPLY. (2) 3/4 SOLIDS HANDLING. " T VALV (3) GOULDS MODEL 3885, SERIES WE03M. - • 1 — 2 TEE W/ DRAIN BACK E : . ..._.�_. ._ -._ _ . .•. •__ - ._ t._-- • --__�.�.Y_.__--- .--' -----. ELECT'R1CAL SPECIFICATIONS PLAN VIEW CONTROL POWER 115 VAC )O (4) (5)(6) AUX. HI-LEVEL ALARM NEW RELAY (IN CONTROL PANEL) (7) L1—�- M WATER PUMP SEPTIC EFFLUENT PUMP L2- - (230 VAC. 1PH) TANK STATION (8)(9) 3" DIA. VENT PIPE (VENT MAY BE ROUTED TO TREE / BUILDING OR OTHER LOCATION FOR AESTHETICS / SAFETY REASONS) (1) PROVIDE SURGE ARRESTER IN HOUSE PANELBOARD. SURGE ARRESTER SHALL BE A SQUARE D WATER TIGHT CAST IRON 2" RISER WITH CAP FOR LIFT OUT CATALOG JSDSA1175 OR EQUIVALENT AND RATED FOR 240/120 VAC, SINGLE PHASE SERVICE. FRAME AND COVERS (2); OR EQUIVALENT (COORD WITH OWNER) (2) IF HOUSE PANELBOARD IS NOT GROUNDED, PROVIDE A #4 AWG COPPER GROUND CONDUCTOR SYRACUSE CASTINGS #1502 HATCH COVER SIZING COORDINATED WITH FROM THE PANELBOARD TO A 5/8" X 8' COPPER CLAD STEEL GROUND ROD AND BONDED TO THE WATER SERVICE PIPING. OR EQUIVALENT (TYP.) OWNER, TO FACILITATE EASY ACCESS TO PUMPS DURING FUTURE MAINTENANCE (3) FOR DUPLEX PUMPS RATED UP TO 1 HP EACH, PROVIDE 1 - 2 POLE 20 AMP CIRCUIT FINISHED GRADE; GRADE (TYPICALLY 36"0) BREAKER (PUMP POWER) AND 1 - 1 POLE 15 AMP CIRCUIT BREAKER (CONTROL POWER) IN TO DRAIN AWAY FROM HOUSE PANELBOARD. IF NO SPACE IS AVAILABLE IN HOUSE PANELBOARD, PROVIDE A HATCH COVERS STAINLESS STEEL OR HEAVY DUTY POLYETHYLENE LOADCENTER (SQUARE D TYPE QO OR EQUIVALENT) ADJACENT TO THE HOUSE PANELBOARD. LIFT OUT CORDS (4 REQ'D) ATTACHED TO STAINLESS THE LOADCENTER SHALL BE RATED FOR 240/120 VAC, SHALL HAVE A NEMA 1 ENCLOSURE 24" 18 (MIN.) STEEL EYELET ANCHORED IN CONCRETE AND SHALL CONTAIN THE TWO CIRCUIT BREAKERS DESCRIBED ABOVE. PROVIDE A TAP PRECAST RISERS r_ (MIN.) _ CONSISTING OF 2 #12 AWG & 1 #12 GND FROM THE HOUSE PANELBOARD TO THE LUGS (HEIGHT AS NEEDED) ON THE LOADCENTER. WATER TIGHT _. NEMA TYPE 6 "T" HANDLE VALVE OPERATOR JUST UNDER OPENING, (4) PROVIDE 2 #12 AWG AND 1 #12 AWG GND FROM PUMP POWER CIRCUIT BREAKER TO CONTROL JOINTS (TYP.) JUNCTION BOXREMOVABLE FOR USE WITH 2" VALVES, HANG NEAR HATCH PANEL PROVIDE 2 #12 AWG FROM CONTROL POWER CIRCUIT BREAKER TO CONTROL PANEL. 8" HEAVY DUTY ! NONMETALLIC SHEATHED CABLE (ROMEX) MAY BE USED. IF SINGLE CONDUCTORS ARE USED TANK COVER-----'—'-------,— y r PITILESS ADAPTER OR EQUIVALENT THEY MUST BE INSTALLED IN EMT. BALL VALVE (2) (5) INSTALL CONTROL PANEL AND HIGH LEVEL ALARMS PROVIDED WITH PUMP. 4 2" 2" TEE (2) (6) IF A RELAY IS USED TO SHUT OFF THE WATER PUMP DUE TO A HIGH LEVEL ALARM THEN THE INLET FROM SEPTIC TANK 2" x 1 REDUCING COUPLING FOLLOWING SHALL BE PROVIDED. PROVIDE AN AC INDUSTRIAL CONTROL RELAY IN A NEMA 2ND ALARM & WATER SUPPLY SHUT OFF (SEE NOTE #2) ------ -_ j_ ' TO LEACHING SYSTEM— 1 ENCLOSURE (SQUARE D CLASS 8501 TYPE X OR EQUIVALENT). RELAY COIL SHALL BE RATED ALARM & LAG PUMP ON / ' 3 FOR 120 VAC. RELAY CONTACTS SHALL BE RATED ACCORDING TO WATER PUMP MOTOR FULL \/ g. \�� 1 fit" FORCE MAIN LOAD AMP RATING OR FOR 10 AMPS IF WATER PUMP CONTROL CIRCUIT CAN BE USED. LOCATE RELAY ADJACENT TO CONTROL PANEL AND LABEL ENCLOSURE. PROVIDE WIRING TO LEAD PUMP ON " RELAY FROM CONTROL POWER CIRCUIT LISTED IN NOTE 4 FOR PROPER OPERATION OF 9 POWER CORD ////j PROVIDE REDUCING TEE WITH 1 BALL RELAY. 2" PIPING \� \\/\\/ VALVE ON BRANCH; THROTTLE BALL VALVE PUMP OFF & PUMP ALTERNATE SWITCH \/�\ \\\\\\/ \ TO ALLOW "TRICKLE" FLOW BACK TO WET WELL (7) PROVIDE 14 #12 AWG TYPE THW CONDUCTORS (2 #12 AWG & "1 #12 AWG GND FOR EACH . / / / PUMP AND 8 # 12 AWG FOR LEVEL CONTROL SIGNALS) IN A 2 SCHEDULE 40 PVC CONDUIT s MERCURY FLOAT SWITCHES (4 REQ'D) \// \// \ `' \ \ \• FROM THE CONTROL PANEL TO THE WET WELL JUNCTION BOX. PVC CONDUIT SHALL BE / /\//;: : . ' _'. '• ' '� = .. . f. 2" CHECK VALVE \//\//\\/ _ •• ' y /\\/\\ �/�\ BURIED A MINIMUM OF 24" BELOW FINISHED GRADE. TRENCH SHALL BE BACKFILLED WITH •`. +� .t •,•• :+ ;.. -f ;• \ � ..:: =:' ''�:!';,:: :w.�,:•'�,-:';" • :::,�.--;' �;,:.�....;• :. �;• '< -.�.;...:<.... . . ..,... i�\ \ CLEAN SAND FILL UNTIL CONDUIT ARE COVERED. :��: .j•. _k-:,_:• =.� •;'.,.:...• v / 7�-SUBMERSIBLE EFFLUENT PUMP (2) NATIVE BACKFILIL //�////• / •;;. ;" ,: ', ::."'�:.: ,- ��: ,.,.... ;,� - :i ::.: ':;�:;.a.. �:.,/ // // / THOROUGHLY COMPACTED \ \ _:• ` "` ; t ";; •.• '. :R.. ':;. �/ / (8) PROVIDE TERMINATIONS IN WET WELL JUNCTION BOX PER MANUFACTURER'S INSTRUCTIONS. \ \ \ \ \ \ \ 't PROVIDE EXTENDED BASE FOR 9 BOND CABLE GROUND TO PUMP HOUSING AND IF APPLICABLE THE GUIDE RAILS. / ' \//\�\//\/ //\//\//\//\//\�\//\�\ \ ANTI—FLOTATION PURPOSES \/\��\\/\/\\ \\/\\/\\��\/\\/\\�r\\/�\/\\/\\/\\/\\/\\/\\/\/\\/\\/\\/\\/� REUSE EXISTING PUMP \//\//\//\//\/\/ //\ \//\//\/ \//\//\/�\/ / //\//\//\//\//\�\ OR EQUIVALENT, IF NECESSARY, (10) ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE AND STATION STRUCTURE ,\\/\\/\\/\\/\\/\\/\\/\\/\\//� \/%�// //\ \\/�\//\\/ /\\%/\\/�\\//\\//\\//\\//\\//\\//\`%\\ SEE NOTES ANY APPLICABLE LOCAL OR STATE CODES. (11) CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AT THEIR EXPENSE. 12" MIN.) COMPACTED CRUSHED STONE NOTES: MATERIAL ATOP FIRM NATIVE FOUNDATION (12) PROVIDE NYS BOARD OF FIRE UNDERWRITERS INSPECTION CERTIFICATE AT COMPLETION OF Q WORK. 1) LOCATE VALVE OPERATORS & JUNCTION BOX TO 1 BE ACCESSIBLE THROUGH COVER(S). (13) PERFORM ALL TESTS TO VERIFY THAT THE ENTIRE INSTALLATION IS FUNCTIONING AS REQUIRED. _ 2) WATER SUPPLY SHUTOFF TO BE A SOLENOID VALVE OR 10/ ZI00 AA ISSUED FOR SEPTIC VARIANCE APPROVAL A RELAY TO SHUT OFF WATER SUPPLY PUMP POWER PIPING SYSTEM SECTION (SEE ELECTRICAL SPECIFICATIONS). - DATE REV # ISSUED/ REVISIONS BY (1) PUMP STATION PIPING: PUMP STATI®NSCHEDULE 40 PVC OR SCHED 40 GALVANIZED STEEL. FNEW y (2) VALVES: �� s Jg � REPLACEMENT WATER SYSTEM CHECK - PVC, BALL TYPE. HEARST RESIDENCE SHUTOFF / THROTTLING - BALL VALVE - PVC rR w LAIC PARKWAY ASSELMY POW 70M OF RY9 N1E1Al YORK PRECAST CONCRETE STRUCTURES OFEbS10 %JARR= — MARTEN Jim- L L C KD M[p STA4](ON (1) HEAVY DUTY CONSTRUCTION SUITABLE FOR H-20 TRAFFIC LOADING UNLESS �� ®ML �� OTHERWISE NOTED, ALL STRUCTURES BY FORT MILLER CO. INC. OR EQUIVALENT. SCAM N.T.S. 12 EAST WASHINWON STREET PHONE: (2) WALL PENETRATIONS FOR PIPE AND CONDUIT SHALL BE SLEEVED; SEAL SLEEVE TO H. .IAR ETT (518)7a2-2807 WALL WITH NON-SHRINK GROUT, SEAL PIPE TO SLEEVE WITH WATERTIGHT .F.# CAI-ENS FALLS, N.Y. FAX ( 18) 798-1864 ELASTOMERIC MATERIAL. T@UTION OFFM DOCUMENT SWIElfiER M 00442 S'HEU 8 d S EXCEPT BY A U09GED PR ENGIINEEFi IS UNLAWFUL FILE: Fa0042091400-PS1 dwg PLOTTED/REVISED:10/1Yl0D 11:3MAM