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New Information 11/7/19 T/O EXISTING SLOPED ROOF --- T/O EXISTING SLOPED ROOF ELEV.37_2" I' ELEV.37'-2" 1 W _ r- EXISTING SECOND - -. - _... _- _ - _ -. _- -.-- _. EXISTING SECOND 'J o -FLOOR LEVEL -- -_ - - FLOOR LEVEL ) _ TO REMAIN - TO REMAIN � I 1 F W G r APPROXIMATE LINE OF I [ i C MEAN LOW HIGH WATER EXISTING FINISH FLOOR MARK El ELEV.Ob" _. z L EXISTING FINISH FLOOR ELEV.0`0„ I EXISTING SETBACK 2 SCALE: 3/16"=V-0" T/O EXISTING SLOPED ROOF T/O EXISTING SLOPED ROOF ELEV 37-2" ..j � 7,"5„ ELEV.37'-2" I } 7'-1" 6'-3" ! EXISTING"BUTLER" BUILDING TO REMAIN AS IS I - NEW MOTORIZED AWNING I ( i NEW LOGO/SIGNAGE NEW OVERHEAD DOOR w L_.__J FOR LOADING 0 TREK SIGNATURE RAILING } Oa EXISTING SECOND ! _ _ _ EXISTING SECOND rc FLOOR LEVEL FLOOR LEVEL TO REMAIN ------.---- TO REMAIN _.. NEW STRUCTURAL a STEEL POSTS APPROXIMATE LINE OF MEAN LOW HIGH WATER MARK/SHORELINE 4. EXISTING FIRST FLOOR LEVEL I ' TO REMAINEXISTING FIRST [( EXISTING FLOOR NEW DARK SKY COMPLIANT "BUTLER" DOOR TO TO REMAIN r EXTERIOR LIGHTING(TYP.( L. _. BUILDING TO REMAIN EXISTING CONCRETE BLOCK WALLS TO REMAIN PROPOSED SETBACK 1 SCALE: 3/16"=11'-0" �Z-TAT 0 1 2 5 SHEET 11: PHINNEY QUEEN BOAT CO. SETBACK ELEVATIONS D I G N °'"'"° "T" °�'�" 10.29.19 3 21 ERBHIo TOWN OF QUEENSBURY PLANNING BOARD SITE STATISTICS PARKING REQUIREMENTS LED LIGHT FIXTURE(S) a a rn a a POLE AND FIXTURE EXISTING ZONING WR (WATERFRONT RESIDENTIAL) COMMERCIAL BOAT SALES/SERVICE/STORAGE: c -� HAND HOLE ASSEMBLY J d PARCEL AREA 20,220t SQ. FT (0.46 ACRES) SALES AREA - 1 SPACE PER 200 SF - 1,053/200 = 5.3 SPACES DO F' m PROVIDE SQUARE BASE Z r AE Lu S FURNISHED M LIJ WR ZONE REQUIRED STANDARDS SERVICE AREA - 1 SPACE PER 600 SF - 8612/600 = 14.3 SPACES BY POLE MFG. Z Z PERMEABILITY 75% 4-q4 RE-BARS VERT. 0 SETBACKS OFFICE AREA -1 SPACE PER 300 SF -518/300 = 1.7 SPACES j a „ FRONT - 30 FT y3 TIES 0 12"O.C. SIDE - 15 FT BOLT SIZE,LAYOUT AND _ IS REAR - 30 FTMOUNTING 2-o w ADDITIONAL AREAS: M S Nc PROCEDURE FINISHED CATTNNO.SYGHOC34C26ION CONNECTOR AS PER MFG.SPECS. Q ll.) ' II�III11 •II�I�IrIF — ~ EXISTING CLUB/LOUNGE AREA - 1 SPACE PER 200 SF -1940/200 = 9.7 SPACES _ 1 Q 0 PERMEABILITY 23.79 + 18 MIN.. '' < SETBACKS 1 - 2 g MARINA 1 SPACE PER 2 BOAT SPACES -30/2 = 15 0© sc„EDUCE ID Pvc coNDu1T X o z CONTINUOUS 2"MIN. Q FRONT 2 — —9.4 FT " •11= 3.000 PSI CONCRETE SIDE - 15.8 FT PLAN o ) �l VIBRATE CONCRETE TO REAR - 2 g TOTAL PARKING REQUIRED = 46 1 TOTAL EXISTING PARKING = 20+/- Q - L FINISH SMOOTH FORM FINISH ABOVE GRADE. PROPOSED TOTAL PROPOSED PARKING = 30 w 11 .11..1IL II PRECAST BASE OR CAST -11 SPACES ON STREET COMPACTED BASE OR IN PLACE vnrH soNoruBE PERMEABILITY 23.9% UNDISTURBED SUBGRADE REMOVED TO 6"BELOW GRADE. -4 SPACES ALONG BUILDING SETBACKS GROUND ROD. CONNECT TO -15 SPACES INTERNAL BUILDING LIGHT BASE SHALL INCREASED IN SIZE AND INSIDE OF METAL POLE FRONT 1 — 3.6 FT REINFORCED AS REQUIRED, RED,TO ACCOMODAN 4- CIA WITH 2 BARE COPPER SITE SPECIFIC SOIL BEARING CAPACITIES AND FRONT 2 - -9.4 FT ANTICIPATED WIND LOADING PER ANSI MIN. CONDO CTER SIDE - 15.8 FT P` A58.1-1982. REAR - 2.9 FT LIGHT POLE BASE DETAIL NOT I.S.—LE Y VV/ •5 6s Sq EXISTING WATER AND SEPTIC NOTE: EXISTING RESIDENCE Q (ZONE WR) � Q 1. SEPTIC IS ONSITE HOLDING TANK / �" O 2. LAKE WATER USED FOR WATER SUPPLY. APPROXIMATE NyP Fff yqs LOCATION OF Q Q } > 4 / d`Y g, p35555 EXISTING SEPTIC TANK m Oa m }Z W W Q W F F— ¢ � ] � / 15 INTERNAL �� /� / PARKING SPACES �i /Ulf ly Z = Z)ry O / � V \0 / wW z < LL � Z O W / PROPOSED LED ' �i O 7 O O O WALLPACK , / / BY ARCHITECT PROPOSED PARALLEL PARKING ALONG STREET s o^'p sEt ' PROPOSED EMPLOYEE (�') 20p"H�SOe� / PARKING N ' NEW i SIN 7W.PROPOSED LED PE / / ' ENTRANCE WALLPACK / %i� / REVISIONr .u..DATE BY , VESTIBULE 0Y ARCHITECT / �� ' / - 16 JP �a+V�a ws PROPOSED �— PROPOSED RETAINING WALLS CONIC WALK(TYP) 4 MAXIMUM HEIGHT WITH 4'DECORATIVE ' SAFELY FENCE.WALL pp`' 9.4' / s q @ FENCE DESIGNED 4 o BY OTHERS / PROPOSED J ' UNDSCAPE AREA `3j"u 0 EXISTING BEACH AREA `o PROPOSED 3.' (ZONE WR) u LED LIGHT r/ J� o /' e, AMP p•A.M�� �\�� off PROPOSED EDGE OF PAVEMENT s tits a' fir' p PROPOSED STEPS - DUNHAM'S BAY ROAD P o 'e Towle OF QUEENSBIr TRY - ROPOSEO 4'WHffE PwKNENT 9 STRIPING(TYP) JG ZONING OFFS'-. ASPNAti Or EpP PROPOSED EDGE / -OF PAVEMENT SITE LOCATION MAP SCALE: 1" = 2,000' PROPOSED ACCESSIBLE _ .... PARKING 8,AISLE AREA \ .— c. EXISTING RESIDENCE (ZONE LC-42) pryu[ - EpP _, JP __ ------ pP SCALE: 1. / P SITE NOT FOR CONSTRUCTION EXISTING RESIDENCE ' (ZONE LC-42) SHEET TITLE: EXISTING RESIDENCE �� CONCEPTUAL (ZONE LC-42) �\ I _ SITE PLAN DUNHAMS BAY RESORT (ZONE WR) ,I•- GRAPHIC SCALE SHEET: 10 is ,p s o m (IN FEET)'a S 1 00 1 INCH = 20 FT. 3 STORMWATER NOTES: n" 2 `' to IL s 1. DISTURBANCE AREA LESS THAN 15,000 SF �,n1. p " n mA �.Sn.. tL,wE� J a Y 2. MINOR STORMWATER PROJECT °" Zuj y 2.1. MINOR PROJECT REQUIRE ANY NET INCREASE IN IMPERVIOUS AREA TO BE Z TREATED AT A VOLUME OF 1.5 GALLONS PER SF OF NET INCREASE IN \ O z m^ IMPERVIOUS. 0 a a ; & 2.2. SITE REDUCES IMPERVIOUS 2I 21,..1 z w 2.3. SITE WILL TREAT REMODELED BUILDING (CLUB HOUSE) WITH PROPOSED 1,500 SF anMµaEn3TwT3 O GREEN ROOF AND DRY WELL FOR REMAINDER OF ROOF (3,000 SF) < Q PERMIT BASIS: AREA OF DISTURBANCE 3,500t SF FILTER SOCK INSTALLATION NEW IMPERVIOUS AREA 0 SF PERMIT CLASSIFICATION MINOR PROPOSED RETENTION/INFILTRATION (1.5 GAL/SF NEW IMPERVIOUS AREAS): IMPERVIOUS AREA: IMPERVIOUS AREA CALCULATION TOTAL RETENTION (CF) EXIST. IMPERV. AREA TO BE MANAGED: 3,000 .5"/SF 125 CF O Pf NEW IMPERVIOUS AREAS: 0 1.5 GAL/SF 0 CF �P TOTAL RETENTION REQUIRED: 125 CF �'S ,,96: , / J P �`��P 9re,e, O v `PEE L T RETENTION/INFILTRATION PROPOSED: TYPE OF DEVICE TOTAL RETENTION (CF) 33 CLUB HOUSE BLDG DRYWELL 153 CF Z" � O,. O Y TOTAL RETENTION REQUIRED: 153 CF ,' // O PP'P' p p,, p 510P J 1 'i- / opy i y5,yt h , Z x O U) w G Q W w j P ij Z to O 1Y1 00 FILTER SOCK W 0W Q j Z It cy 4 TJF REVISION DATE BY i n / wren w,.rw.wox ' ROOF LEADER %�� ''UP /' 1p TO DRY WELL y PROPOSED COMPOSITE i H FILTER SOCK 32 320"1 92/ 3.]6 y15' 7 \ e / 32J10 7W 91 J2/ ry a / 31Lmo T. - /. ��Y / y oAJ� N1 f�+1/, - 'u VVV I a -� A' 323.90 BN.� iTo�Np� PROPOSED 6'DIAMETER m 324A5 TW 4'DEEP DRYWELL IN 5� 3 322.80 - 1'STONE WITH OPEN ®WIN T �q/pF� r �� ^ ye GRATE OVERFLOW ° ®(- N n nDUNHAM'S A Y ROAD .0 J1.1 % Tf=J27.5Q Y n 323M TW j / _ "y }� GRATE.�� Asp Aft:PA�£MENt y PBy STANDARD HEAVY DUTY CAST IRON FRAME& � CUSE E� EQUAL.GRATECASTINGS WITH ROUND FLAN E. a STRAIGHT TYPE FRAME WITH ROUND FLANGE a AND FLAT GRATE PATTERN 2615(25 J7 m FINISHED GRADE z uo ❑ \ �� / SJ5/ u s3 Jss _/ FILTER FABRIC TO BE INSTALLED MA PITCH TO GRATE NTAINED BETWEEN FRAME AND GRATE y24 ( ) SIDE DiA_ CRETE h`y / UNTIL CONTRIBUTING AREA IS STABILIZED \ GRADE INDnNSION BNWALL o oHU� 6'TOPSOIL��\\/\�\ .\ \,\�\�\/ THICKNESS) BACKFlLL WITH CLEAN APPLY NON-SHRINK GROUT N z EOP 9 WELL-GRADED SAND,-� z FILLET,TIP.ALL SIDES u • i ASDA CLASS 2 6. � 6'FIAT SIABTOP W/2'-0' N 331 • • ` }> FILTER OVERLAPABRIC TYP. a I.D.OPENING e 53• -III ..133 h _ PEA GRAVEL•TYP. - --� - n 8 8 231 MIN. 6'PEA GRAVEL,TYP. � 556 '3 oP - W DI PERFORATED ovuc ems/ ----- JP -_ DRYWELL SECTIONS.4'WALL Ax EOP - 6'-a"DIA. SCALE: a THICKNESS.SUPPLIED BY A L M_n0' FORT MILLER OR APPROVED I i phut `o x EQUAL ° SURROUND WITH RING CRUSHED NON WOVEN CONSTRUCTION STONE 2 T NE N0.2 SIZE, P. FABRIC IX C GEOT 451 OR NOT FOR Sx25 ALL SIDES EQUAL HT CK PRECAST CONSTRUCTION CONCRETE FOOTING BY FORT MILLER OR APPROVED EQUAL SHEET TITLE: -� B'LAYER OF CRUSHED STONE UNDISTURBED CONCEPTUAL I E SUBGRADE GRADING AND III DRAINAGE PLAN GRAPHIC SCALE 12"No.2 CRUSHED SHEET: STONE BASE n (IN FEET,° PRECAST CONCRETE DRYWELL S-1 O1 1 INCH = 20 FT. NOT TO SCALE 3