Loading...
2006-765 TOWN OFQ UEENSBURY ���w 742 Ba Road Queensbury,NY 12804-5902 (518) 761-8201 y ,Qu ry, Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number. P20060765 Date Issued: Monday, November 29, 2010 This is to certify that work requested to be done as shown by Permit Number P20060765 has been completed. Tax Map Number: 523400-309-009-0002-001-000-0000 Location: 200 LUZERNE Rd Owner. HOMESTEAD VILLAGE L P Applicant HOMESTEAD VILLAGE L P This structure may be occupied as a: Septic Alteration Commercial By Order of Town Board TOWN OF QUEENSBURY / Issuance of this Certificate of Compliance DOES NOT relieve the � ,4 property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. 1 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 �� Community Development- Building &Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20060765 Application Number. A20060765 Tax Map No: 523400-309-009-0002-001-000-0000 Permission is hereby granted to: HOMESTEAD VILLAGE L P For property located at: 200 LUZERNE 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: HOMESTEAD VILLAGE L P 4294 ROUTE 5 Septic Alteration Commercial CALEDONIA, NY 14423 Total Value Contractor or Builder's Name/ Address Electrical Inspection Agency Plans &Specifications 2006-765 LOT 72 ALPINE AVE $35.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Thursday, October 18, 2007 (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 Tovi of ensb , Wednesday, October 18, 2006 SIGNED BYrw" 37 for the Town of Queensbury. Director of Building& ode orcement OFFICE USE ONLY _30c-l.. D�96� )3 ' TAX MAP NO. -�_ � PERMIT NO. PERMIT FEE � ' APPROVALS: ZONING TOWN CLERK / • APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT O REVIEW BEFORE ISSUANCE OF A VALID PERMIT. OWNER: /7me y-Allo CX /I7)C . / INSTALLER:{ /1% n 6D Septic Inspection Report Office No. (518) 761-8256 Date Inspection r• • ived: Queensbury Building &Code Enforcement Arrive: •m r Depart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector`s Initi. ii 7'Ats NAME: \-kOMIJ.EE 'MIT NO.: ► i — LOCATION: 17__ AL?I13E. ASE PECT ON: – • RECHECK: Comments and/or diagram Soil Type: Sand/ Loam/ Clay Type of Water: Municipal/ Well Water Waterline separation distance ft. Well separation distance ft. Other wells: _ft. Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: - . x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field/ Pit Opening Sealed: Y/ N/ Partial End Cap Inlet/Outlet Pipes &Baffles Y N Location/ Separations _Foundation to tank ft. Foundation to absorption _ ft. Separation of Pits ft. Conforms as per Plot Plan Y N Engineer Report and As-Built Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear S stem Use to s: Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 021006 Last revised 1/6/05 11111111111111 ENVIRONMENTAL DESIGN PARTNERSHIP, LLP October 23, 2006, 2006 New York State Department of Health 77 Mohican Street Glens Falls,NY 12801 Attn: Mike Shaw Re: Homestead Village Mobile Home Park Lots 72 Dear Mike: On October 19, 2006 I visited the lot 72 of the Homestead Village Mobile Home Park on Alpine Ave. in the Town of Queensbury. The purpose of this visit was to observe the installation of the new septic system designed by EDP and approved by your office on October 6, 2006. The approved plans are entitled: SHEET 1 OF 2 SEPTIC DESIGN PREPARED FOR LOT 72 ALPINE AVENUE HOMESTEAD VILLAGE TOWN OF QUEENSBURY September 21„ 2006 SHEET 2 OF 2 SANITARY DETAILS FOR LOTS 72 ALPINE AVENUE HOMESTEAD VILLAGE TOWN OF QUEENSBURY September 21„ 2006 Based on my review of the plans and observation of the installation it is my opinion that the installation of the system is in compliance with the intent of the design plans. Please contact me should you have any questions regarding this system. Sincerely, James didoioe E.E. Mitchell, PE Cc: Dave Hatin, Town of Queensbury Larry Pasco, Homestead Village Mobile 1-Iome Park 900 Route 146, Clifton Park, New York 12065 phone (518) 371-7621 -fax(518) 371-9540 /0 200 ED /0//7/06 Septic Inspection Report Office No. (518) 761-8256 Date Ins - ion - F' Queensbury Building &Code Enforcement Arrive: I .- . _�'' 01/•epart: 1. a m 742 Bay Rd., Queensbury, NY 12804 Inspector`s In' NAME: - /;' r� 1 l P"'MIT NO.: ��j LOCATION: - 1 F_ SPECT ON: 14^\ —L O RECHECK: "7 Comments and/or diagram Soil Ty•- . • Loa Clay Type of . -r.iir unell Water Waterline separation distance I D4 ft. Well separation distance ft. _ Other wells: ft• Absorption Field: Total length ft. Length of each trench 3 D ft. Depth of trenches Z-3 ft. Size of Stone .'2_ Seepage Pits: Number Size: x Stone Size: Piping / Size Type 6 Building to tank 0 " _„ Tank to Distributio :•x LW ,-)OR-___`7 Distribution Box o F - : / Pit H'1 1c- 3ç le. it-W, Opening Seal-,: N/ Partial End Cap Inlet/Outlet Pipes&Baffles Y,,,,_„_ N Location/ Separations _Foundation to tank ft• Foundation to absorption _ _..\lQ. ft. >7-6 'R0v \ C-pU 100 Separation of Pitsft. s a r Plot Plan ____-77-: Engineer Report a As-Built Y Location of System on Property: ` 0 t� y-1 - Front Re Left Side t Side t,t �� �� 5 '--4 Middle Front Middle Rear 77 �� System Use Status: Approv /I P. - . Approved and needs to be re-inspected, please call the Building &Codes Office disapproved Last revised 021006 Last revised 1/6/05 HEAVY DUTY MANHOLE FRAME FINISH GRADE AND COVER BY CAMPBELL OR EQUAL III—IIII_ IIII— + IIII- 111—IIII—_ -I I1= 111—IIII—� -IIII—IIII_ ACCESS EXTENSION 11 SEAL _1111k _IIII_ N =IIII= �MH GRADE RINGS) I.D. AS PER FORT MILLER OR EQUAL (AS REQUIRED) INLET - - OUTLET 4" OR 3" MIN. BLDG. SEWER - �= I I - - Z � TEE ITARY I ( IA3 WATER TIGHT JOINT (TYP.) PARGE W/NON-SHRINK GRO T FULL z_ W 4" MIN. INSIDE & OUT ALL JOINTS BELO BITUMINOUS SANITARY TEE LIQUID LEVEL TO BE I � WATERTIGHT AND INTERIOR Q LEAKAGE TESTED PRIOR TO BACKFILLING KOP 300M _0 1 I BAFFLE WITH OR EQUAL 1 I 4"X18" MIN. MAY NOT BE REQUIRED 6" TO 12" LAYER PEA GRAVEL OR CRUSHED STONE SECTION VIEW BEDDING LAYER NOTE: 24" I.D. TAPERED INLET INVERT IS 3" ABOVE PLUG (TYP.) ASPHALTIC (2" MIN.) SEAL THE SLOPE OF THE OUTLET PIPE BETWEEN THE SEP11C TANK AND THE DISTRIBUTION BOX TO BE Y4" PER FT. II m INLET I --I OUTLET O II Cy -r THE SLOPE OF THE INLET PIPE BETWEEN THE RESIDENTIAL UNIT AND THE SEPTIC TANK TO NOTE: BE Y4" PER FT. i MAAYFFLE NOT BE BAFFLE NOT REQUIRED FOR REQUIRED TANKS LESS THAN 10 FT. LENGTH f� „C„ "D" PLAN VIEW 1 ANK SIZE MIN. LIQUID DEPTH "A" TANK DIMENSIONS "B"X"C" "0" 111" HEIGHT BACKFILL -IIII-1 BACKFILL I I—I I I—IIII I-1111- III—IIII= 000 GAL. 5'-0" 4'-3" x 8'-2" 5'-6" 5'-9" 6'-8" TOPSOIL FOR SETTLING I I I—I -- I— -I —II II— II—III I—I I I TERRATEX NO.2 NONWOVEN —1111— I, II EARTH -IIII —IIII- EARTH CONSTRUCTION FABRIC OR IIII— UNTREATED BUILDING PAPER BACKFILL -IIII-1 BACKFILL I I—I I I—IIII I-1111- III—IIII= I=IIII OR STRAW =IIII= =IIII= =IIII=1 = 1= TOP OF AGGREGATE TO BE WITHIN OO OO PVC MIN. O/ 2O 6"-12" OF SURFACEU O RAKE ANY PERFORATIO OINT SMEARED TRENCH O 67 WALLS GRADE O Q� 67 ,Q -EXTEND TO MIN. 4' BELOW GRADE. CRUSHED STONE OR - GROUNDWATER BEDROCK WASHED GRAVEL OR IMPERVIOUS LAYER 3/4" TO 1Y" NOTE: CROSS SECTIONAL VIEW LONGITUDINAL VIEW TERRATEX NO. 2 NONWOVEN CONSTRUCTION FABRIC NTREATED BUILDING PAPER OR PERMEABLE GEOTEXTILE OR 4" LAYER OF STRAW n r 1 1 1 1-1 =IIII=111=1 I I -I 11=III-I i I I- T -IIII- =IIII=1I 0 0 a 0632 00 0 0 0 0Q J ! I- I , __ II � 1= 0 FLOW 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PROVIDE CAPS ON LINE ENDS O 0 � 00 00 0 a E!z 4:Z F7 O SLOPE PIPE 748"-152" PER Fl. SPACING OF ABSORPTION TRENCH 6' O.C. - - 12" MW TRENCH BOTTOM TO BE NEAR TRENCH PROFILE LEVEL AND RAKED - ABSORPTION TRENCH DETAIL l NOT TO SCALE SEPTIC PLACED IN 6 LIFTS ANDan TANK (HEAVY DUTY SEPTIC TANK) A.O.B.E. SEE NOTES 1&2. NOT TO SCALE FORT MILLER OR EQUAL LOCATIONS WITH LESS THAN 4' COVER). CRUSHED STONE OR SELECT GRADE GRANULAR MATERIAL AS ORDERED -EXTEND TO MIN. 4' BELOW GRADE. BY ENGINEER (MECHANICALLY - NOTE: TAMPED) OR A.O.B.E. SEE NOTE 2. FOR UNSTABLE TRENCH BOTTOM USE ADDITIONAL DEPTH OF STONE AS - 6" MIN. FOR PIPE 12" DIA. AND SMALLER 12" MIN. FOR PIPE 14" DIA. AND LARGER - - I. PIPE JOINTS TO BE -SEALED WITH NECESSARY TO PROVIDE A FIRM'`" - - FOUNDATION. -ASPHALTIC MATERIALS OR EQUIVALENT. WHERE A WATER TABLE CONDITION EXISTS - - 12" MW -REMO VA BL E COVER -7 ON -WOVEN GEO-TEXTILE ENVELOPE - --(FABRIC EQUIVALENT TO AMOCO 4545) -- NOTES: --- 2. INVERT ELEVATIONS OF ALL 1) NATIVE EXCAVATED GRANULAR MATERIAL 2) CRUSHED STONE NOT TO EXCEED_ #2 IN MAY BE USED IF APPROVED BY THE SIZE. GRANULAR FILL TO MEET THE - FOLLOWING REQUIREMENTS: OUTLET PIPES MUST BE EQUAL. _ IN EXCESS OF 3" 25 %-75% . .. .• 'f R t rt . PASSING #200 SIEVE TRENCH - PAVEMENT OR NOT TO SCALE .. •• .. '• •' J. THE SLOPE OF OUTLET PIPES - ORIGINAL GROUND - BETWEEN THE DISTRIBUTION BOX _ �,° _- •: AND THE DISTRIBUTOR LATERALS • SHOULD BE 1/8" PER FOOT. —i WHERE TRENCH SHIELD IS USEDi-.-., , �— - - BAFFLE - WITH THE APPROVAL OF THE 1= , SELECTED GRANULAR FILL TO �1i I- A.O.B. E. = AS ORDERED BY ENGINEER INVERT ENGINEER, SHEETED TRENCH I BE PLACED UNDER PAVEMENT i INLET 2 "M/ N EL E V. PAYMENT LIMITS WILL APPLY. NOTE: CONTRACTORS MUST COMPLY WITH ALL - ALL BACKFILL MATERIAL TO BE 1 TRENCH SLOPES ARE GIVEN FOR 1 LOCAL, STATE, & FEDERAL SAFETY REGULATIONS. (OSHA & N.Y.S. D.O.T.) - O O O OUTLET CONTRACTOR TO USE SPEED LEVELERS PLACED IN 8" LIFTS AND 3 MAX. PAYMENT LIMITS ONLY FOR AS SUPPLIED BY FORT MILLER TO BE COMPACTED TO 95% STANDARD TO ECUT AND ARE NOT REPRESENT_STABLE SLOPES INTENDED 3 NOT INTENDED TO REPRESENT - - ',. _ I„-5„ EQUALIZE FLOW. PROCTOR (ASTM D698). DEBRIS, FROZEN MATERIAL, LARGE _I UNDER FIELD CONDITIONS. A SAFE SLOPE - ° .. .. •,° ••°- ,j• . - CLODS OR STONES, ORGANIC MATTER, OR OTHER UNSUITABLE I (6” WIDE GREEN PLASTIC LOCATOR TAPE, MATERIALS SHALL NOT BE - MARKED- "CAUTION SEWER BELOW" 12- MIN USED AS BACKFILL. - TRACER WIRE #8 THNN STRANDED _ CLEAN SAND OR PEA GRAVEL COPPER OR STAINLESS STEEL SELECTED GRANULAR FILL -- - MECHANICALLY TAMPED OR A.O.B.E. SEE NOTES 1&2. 2" THICK RIGID POLYSTYRENE INSULATION_ LOCATIONS WITH LESS THAN 4' COVER). CRUSHED STONE OR SELECT GRANULAR MATERIAL AS ORDERED -EXTEND TO MIN. 4' BELOW GRADE. BY ENGINEER (MECHANICALLY TAMPED) OR A.O.B.E. SEE NOTE 2. FOR UNSTABLE TRENCH BOTTOM USE ADDITIONAL DEPTH OF STONE AS 6" MIN. FOR PIPE 12" DIA. AND SMALLER 12" MIN. FOR PIPE 14" DIA. AND LARGER NECESSARY TO PROVIDE A FIRM'`" FOUNDATION. WHERE A WATER TABLE CONDITION EXISTS STONE BEDDING SHALL BE WRAPPED IN A ON -WOVEN GEO-TEXTILE ENVELOPE --(FABRIC EQUIVALENT TO AMOCO 4545) -- NOTES: --- 1) NATIVE EXCAVATED GRANULAR MATERIAL 2) CRUSHED STONE NOT TO EXCEED_ #2 IN MAY BE USED IF APPROVED BY THE SIZE. GRANULAR FILL TO MEET THE ENGINEER. _ FOLLOWING REQUIREMENTS: 0 % IN EXCESS OF 3" 25 %-75% PASSING #4 SIEVE 0 %-15% PASSING #200 SIEVE TRENCH DETAIL NOT TO SCALE SHEET 2 OF 2 SANI TAR Y DETAILS FOR LOT 72 - - LPN A -VENN E HOMESTEAD VILLAGE TO WN OF QUEENSBUR Y WARREN COUNTY, NEW YORK SCALE: 7" = 20' SEPTEMBER 27, 2006 ENVIRONMENTAL DESIGN PARTNERSHIP, LLP 900 ROUTE 146 CLIFTON PARK, N.Y. 12065 (518) 371-7621 ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING JAMES E. MITCHELL P.E. 53,337 INSPECTION REQUIREMENTS: BORING AND PERCOLATION TEST: ENGINEER OF RECORD TO INSPECT TRENCHES PRIOR TO BACKFILLING. TEST PERFORMED SEPTEMBER 27, 2006 0-5' MEDIUM FINE SAND NO WATER OR MOTTLING PERCOLATION RATE APPROXIMATELY ONE MINUTE _ — SEPTIC DESIGN: AOR Ty - APPLICATION RATE = 1.2 GAL./SF/DAY _ - 3 BEDROOMS AT 100 GALLONS/BEDROOM _-300 GALLON S USE 3 LINES AT 50 FT. EACH (SPACED 6 FT. ON—CENTER) W O O D S PROPOSED 4" PVC SDR —35 CONSTRUCTION NOTES: (GASKETED BELL) AT 1% MIN. 1) CONSTRUCTION OF ABSORPTION FACILITIES SHALL NOT OCCUR WHEN THE GROUND IS FROZEN OR THE SOIL MOISTURE CONTENT IS HIGH. -IF A FRAGMENT OF SOIL FROM APPROXIMATELY NINE INCHES BELOW THE SURFACE CAN EASILY BE ROLLED INTO A RIBBON INSTEAD OF CRUMBLING, THE MOISTURE CONTENT /S TOO HIGH FOR CONSTRUCTION PURPOSES. OBVIOUSLY, SOME SILT OR CLAY PROPOSED 1000 GALLON MUST BE PRESENT FOR A RIBBON TO BE FORMED. - SEPTIC TANK 2) TRENCH LOCATIONS AND DEPTHS SHOULD BE MARKED BY STAKES BEFORE TRENCHES ARE PROPOSED DISTRIBUTION BOX #2 (SEE DETAIL - SHEET 2) EXCAVATED. THE NATURAL SURFACE SHALL NOT BE SIGNIFICANTLY DISTURBED. IF THE SITE /S (SEE DETAIL - SHEET 2) 111 REGRADED OR SIMILARLY DISTURBED, THE SOIL SHALL BE ALLOWED TO STABILIZE (I.E., SETTLE PROPOSED 4" PVC NATURALLY FOR A PERIOD OF AT LEAST SIX MONTHS, INCLUDING AT LEAST ONE FREEZE -THAW SCH 40 AT 2% MIN. CYCLE) AND NEW PERCOLATION AND DEEP HOLE TESTS CONDUCTED. HEAVY EQUIPMENT USE /N THE DESIGNATED ABSORPTION SYSTEM AREA SHOULD BE MINIMIZED TO PREVENT SOIL PERMEABILITY REDUCTION DUE TO COMPACTION PLUS POSSIBLE TRENCH CAVE-IN AND DISTRIBUTION PIPE PROPOSED ABSORPTION HELD MISALIGNMENT/BREAKAGE. 3 LINES AT 50 FT. EACH (SEE DETAIL - SHEET 2) I I I 3) AFTER A FINAL GRADE CHECK, TRENCH EXCAVATION MAY BEGIN. TRENCH DEPTH SHALL BE AS SHALLOW AS POSSIBLE, BUT NOT LESS THAN 18 INCHES. TRENCHES SHALL BE EXCAVATED TO DESIGN DEPTH WITH BOTTOMS PRACTICALLY LEVEL. EX. TREES I I I 4) FOLLOWING EXCAVATION, THE TRENCH BOTTOMS SHOULD BE GRADED BY HAND. THE BOTTOMS OF TO BE REMOVED I I I THE TRENCHES SHOULD BE CHECKED BY A TRANSIT, ENGINEER'S LEVEL, OR CARPENTER'S LEVEL TO ASSURE THAT EACH IS PRACTICALLY LEVEL. TRENCH BOTTOMS AND SIDEWALLS SHOULD BE L�� I IMMEDIATELY RAKED AFTER FiNAL GRADING AND AT LEAST SIX INCHES OF AGGREGATE PLACED IN THE TRENCHES. " 5) GRAVITY DISTRIBUTOR PIPE SHALL BE CAREFULLY INSTALLED AT A SLOPE OF 116 TO %s2 INCH PER FOOT. PRESSURE OR DOSED DISTRIBUTOR PIPE SHALL BE INSTALLED LEVEL. GRADES SHALL BE t- DETERMINED BY AN ENGINEER'S LEVEL, TRANSIT OR CARPENTER'S LEVEL. AN EASY METHOD OF I I Z MEASURING THE %6 INCH PER FOOT SLOPE FOR DISTRIBUTOR PIPE /S TO TAPE A %4 INCH BLOCK TO EXISTNG I I I D ONE END OF A STRAIGHT FOUR FOOT BOARD. BY PLACING THE BLOCKED END WITH THE BLOCK MOBILE I I I :2 FACING DOWN ON THE DOWNSTREAM TOP OF THE DISTRIBUTOR PIPE, A CARPENTER'S LEVEL CAN BE HOME I I I USED TO DETERMINE THE ?tib INCH PER FOOT SLOPE. A Ye INCH BLOCK SIMILARLY USED WOULD 0 RESULT IN A /32 INCH PER FOOT SLOPE. ANOTHER METHOD USED TO ESTABLISH THE GRADE OF L DISTRIBUTOR PIPE /S BY BATTER BOARDS. AGGREGATE SHALL BE INSTALLED /N THE TRENCHES TO W 1.. 1 m A DEPTH OF AT LEAST TWO INCHES ABOVE THE TOP OF THE DISTRIBUTOR PIPES. ADDITIONAL AGGREGATE MAY BE REQUIRED TO BRING THE TOP OF THE AGGREGATE TO WITHIN SIX TO 12 INCHES r° r" ►� OF FINAL GRADE. v 6)" AFTER THE UPPER AGGREGATE /S PLACED IN THE TRENCHES, THE GEOTEXT/LE, UNTREATED BUILDING PAPER, HAY OR STRAW /S TO BE IMMEDIATELY INSTALLED ON THE AGGREGATE AND THE TRENCH BACKFILLED WITH EXCAVATED SOIL. IF THE TRENCHES CANNOT BE IMMEDIATELY BACKFILLED, THE � CTRENCHES SHOULD BE TEMPORARILY COVERED WITH AN IMPERVIOUS MATERIAL, SUCH AS TREATED .� W O O D S BUILDING PAPER TO PREVENT S/DEWALL COLLAPSE AND SILTATION INTO THE AGGREGATE. � 7) THE EARTH BACKFILL /S TO BE MOUNDED SLIGHTLY ABOVE THE ORIGINAL GROUND LEVEL (I.E., NOT --- �� __. COMPACTED) TO ALLOW FOR SETTLING. FOLLOWING SETTLEMENT, THE ENTIRE AREA SHOULD BE in 4 GRADED WITHOUT THE USE OF HEAVY EQUIPMENT AND SEEDED WITH GRASS. HEAVY EQUIPMENT N ' - - SHALL NOT ENTER THE ABSORPTION FACILITY AREA OR THE PROPOSED EXPANSION AREA AFTER THE EB O SUBSURFACE SEWAGE TREATMENT SYSTEM HAS BEEN CONSTRUCTED. 0 `� C"EX. TREES O - TO REMAIN NEW YORK STATE DEPARTN M OF HEALTH 0 C - GLENS FALLS DISTRICTOFFICE - - - — m 1 C �` } PARKING 6� . t G/� T O Y V N O 1 Q 4 d t:I� I6�+ UR AREA Dated, _ - Thesefans for. PARKING — _ P BUI AREA , are hereby Approved by: - EWE .. DATE _.- - -- - dor the State Commissioner of Health SHEET 1 OF 2 I gave seen or observed, or believe l saw evidence of, SEP T/C DES/ 1! objects such as houses, wells, trees, fences, etc., GN PREPA RED FOR hown on this document. !also represent that !have ALPINE A VENUEY- LOT 72 ALPINE A VENUE er ally measured the di ces set fo hon the diagram."_ • HOMESTEAD VILLAGE t�Y TO WN OF QUEENSBUR Y .'I MATURE DATE WARREN COUNTY, NEW YORK . f ry SCALE: 7 = 20 SEPTEMBER 27, 2006 � �, ENVIRONMENTAL DESIGN NOTE: � . PARTNERSHIP, LLP �-� 900 ROUTE 146 CLIFTON PARK N.Y. 12065 (518) 371-7621 MOBILE HOME UNITS TO BE PLACED WITH A MINIMUM 10 FT. HORIZONTAL SEPARATION. ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING JAMES E. MITCHELL P.E. 53, 337