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2004-918 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 ti Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20040918 Application Number: A20040918 Tax Map No: 523400-240-005-0001-007-000-0000 Permission is hereby granted to: JAMF,S &NANCY WHITE For property located at: 52-1/2 RUSSELL HARRIS 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: TAMES &NANCY WHITE Demo MARY BROWNELL Value Total Valueue 12 CEDARWOOD Dr QUEENSBURY, NY 12804 Contractor or Builder's Name /Address Electrical Inspection Agency DAVID HOWARD 470 W MOUNTAIN Rd OITEENSBITRY_ NY 12804 Plans&Specifications 2004-918 DEMOLITION OF SINGLE FAMILY DWELLING $20.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday, November 30, 2005 (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 th ' ow f Que b ; ,'esda , November 30, 2004 14 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement Permit No.6/-I I Application for Demolitio,• Permit Fee Paic_ C Building&Codes Office—Town of Queensbury 742 B.y" •.bury,NY 12804 (518)761-8256 Notes: N0;1 Instructions/Requirements for a permit: T 2 t Fill in all applicable spaces and submit two(2)plot plan Wow scale,sho �tg lot boundaries with dimensions and adjacent roads/streets. Show all existing structures on the property and iodic b lished. Indicate on the plot plan the location of all utilities. LAND 6�E Y 1. My es IA) h 4-e S-1ki‘, ji� / I e vf"-9C 4itAf - r am Phone 7 V3 ® 1 _y s riri titt 2. Location of demolition: i 3. Tax Map No. JO L-7 4. Where will demolition material be disposed of? / ? --- 5. Asbestos Information A copy of Asbestos Removal Report must be filed with our office before demolition begins. a. Is there any asbestos within the building to be demolished? E Yes o If YES, our office needs the following information: b. Name of firm removing asbestos: c. License number of firm: d. Indicate location where asbestos material will be disposed 6. Structure Information a. ndicate which structure(s)will be demolished: �P`esidence; ngarage; ❑storage building; ❑business; [pother b. Size of structure: ft.by ft. c. Number of stories I d. Foundation type: full cellar; ❑crawl space; f lslab e. Foundation: Ewill be removed; ❑will not be removed f. Structure(s): 4vill be replaced; ❑will not be replaced 7. Utilities Information (C Indicate utilities for this structure: mi "1j,--i.J Q f igas electric ❑propane l oonnsite well-water pump ❑public water public sewer Have you notified the Town Water Dept. for public water and public sewer disonnect? EYes CNo Have all utilities been disconnected? ElYes ❑No Signature of Applicant:4 k.) ,, Date: j \ I et )0 _ I II III I 4 r • r STORMWATER MITIGATION: GENE NOTES: O . � � GENERAL TE N ASED ON MAP BY WAYNE R. RAYMOND LLS TITLED: MAP OF LANDS SURVEYED � D. LESS THAN 5000 SQ• FT. OF DISTURBANCE IS TO OCCUR;DURING � 1) SURVEY INFORMATIO B NO STORMWATER MITIGATION REQUIRE LT FROM THE RE0 N VATION WORK, FOR JOHN CUMMINGS DATED: 6 9 2000. CONSTRUCTION. NO"S INCREASE IN IMPERVIOUS AREA WILL RESU 70 PROVIDE SHALLOW RETENTION '.: D • . '_ � - - : - NTION BASIN FOR INCREASE IN ROOF AREA ONLY. a �G-2 WASTEWATER HOLDING .TANK LOCATION AND SIZING BASED ON. PLANS PREPARE BY J ARRETT—MARTIN ENGINEERS PLAN AND DETAILS DATED 5 7 03.LLC. TITLED 'SITE / / . = AREA OF INCREASE 2 x 28 3 56.5 SO. FT. Fti: , • ." 56.5 SQ. FT. x 1.5 GAL. SQ. FT. = 84.75 GAL. OF STORMWATER RENTENTION • " � ��' / (PER SECTION 147-9.A.1 - QBY,CODEBOOK) Site Requirements : . _ � r -. and Zoning quireme VIN PROVIDE A SHALLOW RENTENTION BASIN 8 W x 10 L x 0.5 DEEP / 3 —`13.3 CU. FT. ,�= 9. 3 GAL. 13.3 CU. FT. x 7.48 FT. 9 7 + + - — — ,_ Tax I.D. 240.5 1 7 - - - AREA OF PROPOSED STROMWATER R ENTION BASIN, SUBSURFACE INVESTIGATION OF PROPERTY, IN A . FROM 7/19/03 ._. r ' • -:: ?� ',,', . 4INCH.; G , S THAN 1 PERCOLATION RATES RANGED FROM 1 — 10 MINUTES/ AT DEPTHS LESS T : .. �.� � a •� - . .- 'Zone: WR-1A Waterfront Residential .Zone SOIL: BROWN SAND AND GRAVEL. < /` sue•• ' Existing ProPosed/Z BA A Pproved Required EXISTING � Building Setbacks GRADE 8 —0 ,. : 30 ft. 120f ft. 120t ft. ?� Front . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .a 4 . d�;. r _ ... .. ... ... ....... / _ ........ ... - .. ....-- ,• -9 •Side- North 12 t 1 ft $. i . . . . . . . . . . . . . f Y �.� rF . / 5 ft•. .7. .in.. . e v'l ' .. Side South 12 .ft.. . . . . . 5. .ft. .7. in. .7 \i �'•� 50 ft. 40 ft. _ 4 a n / Shoreline 40 ft. ±� \�/� p, 6 / j / _ fM . . . . . . . . . . . . . . / Minimum Lot Size 1 Acre 0.14f Acres • �� <; 14f Acres , . 0 1, (,+Minimum Lot Width 150 ft 25 ft. 25 ft. t STORMWATER BASIN DETAIL / / 1 a § ' ? Minimum Lot Depth ——— ft 24 4f ft 24 4f ft. f ra + / E• N.T.S. ' Maximum Building Height (Principal) 28 ft 14f ft. 25 ft. 8 in. Percent Permeabl • 1 f,_ Minimum � � M• e 65 75 4� 75 4 � fi .,xs•' x, / - _ .231Floor Area Ratio (FAR) 0.22 0152 . .4 ,- PROPOSED HOLDING TANKS (TWO — 1250 GAL. TANKS): VARIANCE APPROVAL s# R HOLDING TANKS RECIEI/ED 6/2/03 BY M --' ,. ` �•. QUEENSBURY TOWN BOA ( HEALTH) / S'r ► +/ ' D BOARD 0 E R RESOLUTION F#17.2003 VARIANCES APPROVE D FROM ., 8W BA (7/16/03 STORMWATER 2 i P TOWN 0f QUEENSBURY Z RETENTION BASIN oe �J 3+ E y� GPo� VARIANCE REQUIRED EXISTING APPROVED LOCATION PLAN . BUILDING TO NORTH 12 ft. 1 ft. 8 in. 1 ft. 8 in. PROPERTY• •LINE . . . . • j BUILDING TO SOUTHT. - / R ' PERCENT PERMEABLE: 12 ft. 5 ft. 7 in. 5 ft. 7 in. / PROPERTY LINE EXISTING RESIDENCE • • �.. REQUIRED: 65% . � � � f,,. � � - - a. BUILDING TO Z�� FOOTPRINT / I RAIN GUTTERS TO BE PROVIDED ;�, ,�,� :_ •" -"' � ' = �'''. � •' _ TOTAL AREA OF PROPERTY: 6492t SQ. 'Fr.� � .� �r� � SHORELINE FOR ALL ROOF AREAS AND RUNOFF F �� Ile .a , ® TO TO BE DIRECTED TO STORMWATER r • * Yi i (EXISTING PORCH) . . 50 ft 39 ft. 39 ft. RETENTION BASINS i . ,' / - EXISTING IMPERVIOUS AREA . . . . . . . . . . . \ z;. RESIDENCE: 862 SQ. FT. / PORCH: 128 SO. FT. BEGIN NEW ROOF a / �Y - � PROVIDED SHED: 25 SO. FT. :b. BUILDING TO CONSTRUCTION ,, ir, RAIN GUTTERS TO BE PRO C DRIVEWAY/WALKWAY/STEPS: 273 SO. FT. FOR ALL ROOF AREAS AND fiUNOFF ® RUSSELL HARRIS ROAD: 312 SO. FT.FOR TO TO BE DIRECTED TO STORMWATER 4 (NEW CONSTRUCTION . RETENTION BASINS TOTAL: Y600 SQ. FT. . � � �s� a �, 2nd FL./RAISED ROOF) 50 ft 47 ft. . . 47 ft.. . . - ( �} yu y ,.� `-� ,+ Y' •. SECOND STORY �� EXISTING PERCENT PERMEABLE � • ' ' • • ' ' ' . • � � • / + ' `..� d k y3 k / ® 6492 SO. FT. — 1600 SO. FT. = 4892 SO. FT. SHALLOW 6 STORMWATER / `h � . ,. $ >•,���, . . ./ ' G� 2 CANTILEVER 1 ' RETENTION BASIN / y`x % fi; � '. 92 SO. FT. T 6 SQ. . = 0.75 .4 ) f 492 FLOOR AREA i ' ` "�+ / �'� ' IMPERVIOUS AREA / RATIO (FAR) 0.22 0. 152 0.231 ` vs<,ay ` �, '� ,' •c� PROPOSED P p / i s rsY RESIDENCE: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 47 —0 862 SQ. FT. hfn� . SHED: 25 SO. FT. 5. FLOOR AREA 16 —0 � u� ..)L i GPi G DRIVEWAY/WALKWAY/STEPS: 273 SQ. FT. � a; , X EXPANSION �. ,3a,, , . 5 RUSSELL HARRIS ROAD: 312 SQ. FT. ; <50� --- 51 .3% 39 0 Q ��� RECEIVED � � . . . . • . . . . . . . . . . . . . . . . . TOTAL: 1600 SO. FT. { Z'_E" MAR 2 2004 PROPOSED PERCENT PERMEABLE 1 6492 SQ. FT. — 1600 SQ. FT. = 4892 SQ. FT. TOWN OF QUEENSBURY 4892 SO. FT. 6492 SQ. FT. = 0.754 (75.4%) G BUILDING AND CODE LAKE - / t �� .y: O�� • r GEORGE FLOOR AREA RATIO (FAR): REQUIRED: 0.22 J�� ERIESIDE RESIDENCE: 862 SO. FT. 8/27/03 © REVISED PER QUEENSBURY PLANNING BOARD 7/22/03 RESOLUTION RUH d CONCRETE STEPS LEGEND. PORCH: 128 SO. FT. �GP4% / ! TOTAL: 990 SO. FT. 7/17/03 A REVISED PER QUEENSBURY ZBA CONDITIONAL APPROVAL RUH EXISTING / BY OTHERS: OG� 990 SQ FT. 6492 SQ. FT. = 0.152 (15.2%) 6/16/03 ASUBMITTED FOR SITE PLAN REVIEW AND AREA VARIANCE RUH Q NEW / PROPOSED IN THIS DESIGN: — ®PROPOSED SHORELINE PROPERTY LINE: 1 RESIDENCE (FIRST FLOOR): 862 SQ. FT. DATE REV# ISSUED/ REVISIONS BY CHAIN LINK FENCE: — X — X X RESIDENCE (SECOND FLOOR): 508 SQ. FT. , PORCH: 128 SQ. FT. RAWIN :�pF NEW �� • � TOTAL: 1498 SQ. FT. SITE PLAN. - WASTEWATER SYSTEM: ----- ----- - - -------_— �� 1498 SO. FT. _ 6492 SO. FT. = 0.231 (23.1%) DRAWING _• : .._ . RESIDENTIAL SITE PLANNING �. DETAIL REFERENCE TAG: c` WHITE RESIDENCE W GRAPHT_SCALE- 521/2 RUSSELL HARRISROAD SEE DRAWING 1" FOR DETAIL 10 0 5 10 20 40 ADDITIONAL PLANNING BOARD CONDITIONS: �o.575�' QUEENSBURY; NEW YORK DETAIL IIIFE F RENCE TAG: T WILL PROVIDE AND INSTALL SIGNAGE TO REASONABLY ENSURE THAT KSEE JARRETT MARTIN ENGINEF,�RS PLLDETAIL RE E1) THE APPLICAN III FEET ) DRAWING FOR DETAIL CONSTRUCTION EQUIPMENT, VEHICLES OR SUPPUES WILL AVOID BLOCKING OR ENCUMBERING — 7 SCALE:- 1• = 10' RUSSELL HARRIS ROAD ACCESS PAD OR PARKING AREAS USED BY ADJACENT LANDOWNERS TO THE PROFESSIONAL ENGINEERING EXTENT THAT IT'S REASONABLE AND PRACTICABLE. .TH M J RETf ' ,-,--SECTION CUT DIRECTION E. #57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 • MIZALE: TE PLAN D1 'SECTION LETTER 2) A FULL BASEMENT. IF BUILT. WOULD NOT BE USED FOR LIVING SPACE. OPYRIGHfT02= GLENS FALLS, N.Y. FAX: (518) 798-1864 ' SECTION REFERENCE TAG: SEE GRAPHICAL SCALE 3) NO EXTERIOR CONSTRUCTION WILL. OCCUR BETWEEN MEMORIAL DAY AND LABOR DAY. ONLY COPIES OF THIS ORAWMW MA SEE DRAWING FOR SECTION BLUE SEAL S� DERMTRUE MARCH 2O03 PRO #01-039 SHEET: 1 OF 7 - VAW 4) THE CHAIN LINK FENCE ALONG THE SOUTHERN PROPERTY LINE WILL REMAIN DURING utloNaFTMIs oocu�ExrExcEar • .•. FILE:F/1039032803 WHITE AREA VARIANCE PLAN.DWG PLOTTED/REVISED:8/27/03 10:00 AM CONSTRUCTION. BYA LICENSED ENGINEER ISL AWR1L