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Phase 2 West Mountain Road Subdivision .Subdivision No. 2­2009 Cerrone Location: Apres Circle Approved: April 28, 2009 Tax Map No. 301 .17-3-45 Zoning Information .Zoning: SR-1 A Zoning Code effective date: April9,2002 Front Setback: 30 ft. Side: sum = 30 -ff. with min. 10 ff. Rear: 20 ft. 1 t4, jo ,� os :n r:d f,4t Qr Z Q V Q V 1 L, ; Iq pp" N JLJ U E .�{` Town ofQueensbury , 0 `� to to U) hWary. enN ^ M New N ,York ^ � � . �, � C! ti v) �p HIGHWAY DEPARINM APPROVAL — PHASE 2 � �frn ej d '44 �r3 y `i h. .fiA•t{•rue w ;� Yxt F %� � `:t _.rt.e,st.: ~..P 3', ,.—.� : >r:sue' b"' '.•*_ O i • • • r roc r Mounhe i v^Ji . \3 U I\T jL E W ST V.. j 0 U N A N ROAD St BDIVII SIUN 8 d.7 \ •• + - • ' • �, to -s .y • t '' 0..0° ,Y✓�`ws £ ''5 -_ T plans proved by: . • . . . j ADIRONDACK PARK PCIUNDARY •' • r ` i Q�{_�—/V`� � •. "� 1 •i 1 � �• � 1 � i 1 .• p ° ' • ,, ••. �` Y rLv ,i.i."'--�-`rfs�t .c i�; ..i�l.. �, S�_.y '�`�/ 1�/ ��� �� : ��j qq ® „t'. MMW F. Travis AI Superintendent •�// • + � • • •. . i : + \+ tr •' • ' * • • t • • ` r t��l.. `..__ � .Ijt ��ti /�l 'i/ �y if a ` �fi• two i� =-' I 29 1►ATHR DEPART�NT APPROVAL PRASE 2 • a 3 s,. \ t 1 W&OPFOMPM _ • — ` r• .ice Ca t� QR 1�iE WA � • , _ i g ycg COPY9•dii5 9 QC SITE C IJii810fYt3 t,,,,...• • w + • f «. • �' s • t '�F s1 Aa i� �"`� N SYS{ESA A ON 7 pf��g�t� • a ® , • � d S �t r A > C0 1 1Os V ► ORK , •• •• + t �. l C; Ft�4smeStoJ n �� s� i , eeoe Q ly k `"J OR DEVIA MUST BE _�..� _ \\��JJ// � ! w R • • •.• � l /i T � • •� • ; . � t 1 � � �� ."" z a �L' ,. � � � ?• uY THE WATER DEPARTMENT, • f : t fdd 1 I - LOCATION �r� a ' o 05/ ` . . . , . , on � � " ! � • _ ___._ • , • • ® `" Fri • t • • PLANNING BOARD APPROVAL - PHASE 2 ' • � — � /per/��. a t t • • t t t t t • t • 7 i •• I •° - b �— R l e• r t t • 4. t ! �• •t ♦ • , • LIST Ct�' DRAWINGS Approved Under Authority of - --- "" -• t t z ♦ ♦ + , ---- -- W • - • • • . �, S-1 COVER SHEET a Resolution Adopted __...._ 2009 �' � � 3 ' }0 '7 n S-2 SUBDIVISION PLAN W by the Planning Board of the s � � A To of ue nsbury, New York. 4 S-3 UTILITY PLAN - NORTH Chairman o © GRADING & DRAINAGE PLAN -- NORTH Date Signed 4c c4f-k- ZO, 2009 Ikea S-5 EROSION AND SEDIMENT CONTROL PLAN S-6 ROAD PROFILES & DETAILS n S-7 ROAD PROFILES & DETAILS M S-8 SEPTIC DETAILS ` N.Y.S. DEFT. OF ;: APPROVAL r � �T �a o OUEENSBtNtYPp � F ""Man NNIC opus= i� 19 V 1 Cr C\? q 4.41 O o P TOWN t-4 Z ZONING INFORMATION tC 0 t>� BUILDING SETBACKS �i Qi ` rIYS DEPT. OF HEALTH CONDITIONS OF APPROVAL ZONE FRONT SIDES REAR I. SR-�A 30` 15' 2D' THE ATNEWED FLL BE IES FOPt vATER stlP0 AND SEWAGE COLLECTI�1 ANDioR �� RC-3A 50' 25' 25` .+.� TREATMENT SHALL 8E tNSTALLED IN COt�FORlOTY wtrH TIESE PLANS. .g Vi 8 Mo LOT oR RFNAIHZTO LAND OW-PPRU eE S, IMEIDED vtTHour PLANS FOR SUCH REsus�olvlsmM C(7RIN�N STATE OF NEW pt WR-3A 3D' 25' 25` rh BEiIEi SUDIQtTED• To At0) APPROVED BY, 1'!£ NEV YGaa STATE DEPT. of HEALTH. AREA C MTY OF WARt88!4 P�oa5 � S a TIE I£VELQPER SHALL Ftlltf= EACH PtR""" of A MAP LOT oK VHICH VATER SIMPLY AWD/Ott SEVAOE / &�of New It>llt,!!O N�IEB�CERT�Y�,ectxx�g tb Ttts reo� A=ME'MT CAC—K% VERE AISTALLED AL A STALL REPRODUCTION ff THE APPROVED PLANS VlTH AN M my fIN t�ISi 011 iiM fi1Q4tPlf 6iA t31ii IItY9 De9R ACdIRATE, AS—PIlILT PLAN �PICTING ALL INSTALLED,SANITARY.FACILITIES ��,eA� �.�6�' 400 800 t200 ie00 4. THE DEVELOPER SHALL iuT FA EACH� ,`V LOT RtI WD THERE VERE NO VATER SUPPLY � ����m����b.�,,,,f� AND/OR XVAACCORDANX TREATNENr FACK"M OF THERD,EVITH A Yam,ff APFACLIPROM aLAta /// SCALE: 1" = 800' r�-' DENSITY CALCULATION ACID S11AI.L NOTIFY THE PURCHASER OF THE NECESSITY.ETf' INSTALi,If�! SUCH FACILITIES IN THIS SUBDIVISION WAS PREPARED vinl T �` UNDER THE SUPERVISION OF A LICENSED oYe,rrencauNtyTrQ a THE wTm' rmunlEs ON THMJATS OW.L DE VOUTED FOR CDMJANCE VITH SR-1 A TOTAL 29.01 ACRES THE APPROVED PLANS AT TW 1WE Or'CONSTRIICTItt�i SY A NEW YOW LICENSED LAND SURVEYOR AND WAS MADE FROM LESS 1.11 ACRES OVER 25% SLOPE W SHALL SIaNAI. cP,E„ 'TA., OR E%EfIPT �xO AND LTH NO CERTIFICATION TO THAT EFFECT A FIELD SURVEY. SR-1A USABLE ACRES — 27.9 = 27 LOTS SHALL Tif SUBlOTTEx! TO THE NYS DEFT:ff HEALTH AND T!f LOCAL BUILAING CODE �. �T = vinmr ' DAYS ANz! PRIOR m aCcuPANCY. THIS PLAN IS CONSISTENT WITH THE ZONING WR-3A TOTAL 6. IIr1AIViDUAL SEVAGE TREATMENT SYSTENS SMALL NO LONCE, R DE CONSTRUCTED oR USED L 2.46 ACRES ����A,�araa»�A�r �► FOR HousEH .D DaMESTic PIRIhosEs vHEre Pus Ic F,ecalrzEs DECDlE AVAD.ADL E, ORDINANCE OF THE TOWN OF QUEENSBUIRY. LESS 1.50 ACRES OVER 2590 SLOPE w•UWJWMM�� ALM M t,AMM O A e OWNER APPLICANT WR-3A USABLE ACRES = 0.96 = 0 LOTS " ArM "°''"`'°"°'°"''°"" DdM MAY7,2007 coNwccTmN Ta T sEwu " Is RECInRED wlnaN ONE YEAR ar THE PROPOSED IRON ROD MARKERS TO BE SET AT �,�,a�„�,,orm SYSTEMS) HEt�FmVG AVAILABLE. r>,arca•oneoumeauwwormsauRvcr EACH LOT CORNER OR CHANGE OF DIRECTION. RC-3A TOTAL 190.70 ACRES �'"""°�'"`°""` """"°'� '' PLAN APPROVAL M LW LAIITED To s EIW -FO DATE IF APPROVAL, AND SIIALI. PROPERTY IS LOCATED WITHIN •w tw�u a aa�o,�,o.r wuo twx cam• BCdM AS NIO►li® awzRE a+ AR 11EW-O IONs Fdt PLAN APPRovAL NAY DE LESS 126.42 ACRES OVER 25�o SLOPE •a�rn,�c��aws'ac�Ft®Nw=No'"'°`°' `� GRANTED MYs DEPARTtEKT.OF HEALTFI sASED ON nEVELOPMENT FACTS AND THE INDIVIDUAL LOT GRADING SHALL CONFORMS TO THE QUEENSBURY SCHOOL DISTRICT Cerrone Builders, Inc., 51 Oak Valley Way, Queensbury, NY 12804 nw�usPWM INaaa+aew«�+,�,W OMM OMW, RN�� A Stx3DiTO Uo S REGUTM,"ATM IN EFFECT?AT THAT TEE. A NEV PLAN SUBIQSSIQd MAY SECTION A183-25 OF THE SUBDIVISION and Kathr Kennah, 405 SW Jefferson Circle, LESS 0.89 ACRES WETLAND Irf 19 WV V=STAR MOMIM%plp�p,l� ® Port Saint Lucie. FL 34986 WR-3A USABLE ACRES - 63.39 21 LOTS ,o It •to M»°° ',�"M 9"Wa°"" � BE REauzRED To ottram A 'TME�E'crENsm"' REGULATIONS OF. THE TOWN OF QUEENSBIURY THE CENTRAL QUEENSBURY William S. Joslyn, 760 "�yn, Corinth Road, Queensbury, NY 12804 «� to rK V" A< FIRE PROTECTION DISTRICT ----•_- AND ,,,,,,,, M Us=NgtW M �.,® 1 & THE E PL�ra r FD n ND THE ~ munrr c Cynthia Bishop, 37 West Mountain Road, Queensbury, NY 12804 TOTAL PER i TOTMASSr"MSOFTteLLg"w""'°"' PRIOR m oFFERu+G Lors FOR SALE ANa vrrHm, 90 DAYs of THE DATE OF PLAN APPRovwl. PERMISSIBLE DENSITY 48 LOTS 9. ALL LOCAL AND OTHER STATE AGENCY RULES AND REf UTZONS SHALL DE COWIM WITH >?: T 1 OF 8 rccnrv,,c y�+ty�a�. INTERNA11ONAL PAPER COMPANY MAP REFERENCES: PHASE I PHASE 2 NEW YORK SHERMAN ISLAND POWER PLANT PROPERTY MAP LANDS N/F OF. DATED: JUNE, 1919 ........... C..I�*............ ............. ..... .................... BY' H.K. BARKER WEST ............ ....... ................ ................. ................ ............... ... .... M7 LIQUIDATING .................... . ............. ............... . ....... .......... PARTNE,- MAP OF LANDS FORMERLY OF ............ . ...­..—...... ...... . . ................ .................. lot, ,tog, .... ... .................... .......................................... . .......... ....... ........ ....... ESTELLA JOSLYN ... ....I ........... .............. ............ ........... .. ............... ...................... ........... .............. ........I........ .............I........ .. ............ ...... ........ ...... .......I.................. ............. ......I.................. ...... .... .. ........................... ..........................I....... ....... ....... ...... ...... .................................. .... ... .. ...... ... .... ...... ........................................... ............ .. ...................... .................... ....................................... c, cuci .......... ............... ..................... NOW OWNED BY 46,KENNETH M. JOSLYN & .................. ... ....... ................ .......... ....... ..... .... .. ..... ..... ...... MARY J. JOSLYN .... fl'.,*."."(,.,.,.,.,.,.,.'-*,,*,,,.... ... ......... ...... .......................... .......................... ...... ....... ...... . .......... .......... ..f......... ... .... ...... ............. ............ ............. ........... ............ ............. ......... .... ........ ............I..................... .......... .. ....... ........................ ............... .... .. . ............ . .......... .......... ....... ....... .. ............ ...... ....... ... ... NE PILE ........... DATED* FEBRUARY 7, 1978 . .... . ................ ..................... ........ ...... ............ BY.. & DICKINSON ............. ... ................................. ......................... ........ ........................... ....... . .............I...... ............................ ... ......... .............. ... ... ....... .......... ........ .. ............... ................I .................... ...... MAP OF .......... . ........... A SURVEY ............... ........... ........ ... .. ....................... .. ................... ..... ............ ......... ... ..... ..... ....... ... ................ ....I.............. .... .. ... ........... OF LANDS TO BE CO .......... ..................................... .................. .............. . . . ......... .... ....................................... ...... . ...... ................... .......... ........ STREET ADDRESSES .. .. ... .................... ........... ..... ......... .................................... . .. .... .......... . ............ .. ............. . ........................... ........ ...... -T ............ ............ .. ................... NVEYED, XWNMIC f999 ........... ...... ........ ..... O ....................... .................. ...... ......... ....... ... .. ................................. ........................ ....... .. ...... . ........ ...................... ... .. .................... ......t..* .......... ................................... ....... ................ .............. ..........." I .......... ............... ............................... .................... ... ... ......... ............... .. ...................... ........ ........ ........ ........ .. .... . ........ WILLIAM M. & LEISA N. GRANT . ........ ...... ........................................ ................. ....... DATED: MARCH 7, iqw,' ...).. - LOT # STREET ADDRESS .. ...... LOT # ......... ..... .... .... ................... .. ...........I.......... ................... ........ ................ ...............................................1.1.'.V.'.1.1.%%1.%1.%-.1 .... f i I STREET ...... ...... ................. ... ....................... 5 AL TVP PINE ............. REVISED: OCTOBER 28,'��)§§o ..... .............. .............. % ................... .......... ......... .. .. ..................... .......... ................... ...... 2 17 ALPJ ............ .... ...... . . ...... DRI ............... . ..... .. ..... 3 APRES !ZrRCLE ................ ....... . ......... rNE DRIVE A- ......... .......... APRES CIRCLE 16 .......... .... ............. ....... ........ ........... i-:- *.. ... **-*,, , 7 ........... ........ B Y: COULTER & McCORm—':'C' K .. ..... ............. .... ...... . .......... ...... ................................ .. ..... MAP OF A SURVEY MADE FOR .............. .................. .. . .... . . ............. 3 PINE DRIVE 21 ........ ................*.,.*.*.,.,.*.,.,.,,*.,.*.,.*.,.,.*I I*I I* .....:— :.. ..................... .. ............. 18 CIRCLE ........ ..... ....... ....... ........ .... ......... .......... ..... . ....................... ............... ......... . ......... ...... .......... 1 4 DRIVE . .....I............. ... ......... ........... ............... ........ ....... 33 ALPINE 19 ........... .... ....................... ..... .. ...................... ...... .*........... .. .... ................... ....... . ......... .......... ... .......... ................... ........ ........ .... .. ....... CIRCLE WEST MOUNTAIN SKI AREA . ..... 25 APRES ......... .......... .. ... ... ............. ....... APRTES CIRCLE 5 ............. ........... 41 ALPrAfE DRIVE DATED: JANUARY 25, 2002 ................. ...... ............ ............................ ...... .... .......... ..... . . ................. .... . . ......... E--rNE DRZ................. 45 AL... ........................... ... ................... 21 ....... ...... ............ 6 VE 20 BY.- 31 VAN DUSEN & STEVES .............. ........ . ................ ...... ............. 37APRES LAND SURVEYORS, LLC ...... CIRCLE . ............ .... .... ....... .......... ....... ........ ......... 46 ALPNE DRIVE .......... ......... ................ ..... ..... ........... .. ... ...... 7 ....... ............. 22 .................................... .... .. .................... ........ ..... . ........ . 38 APRES rmric ................ ...... ........ .................... ................. ...... ROBERT McDONALD i ........... ......... ................ ........ .......� .:...... 8 42 ALPINE DRIVE ....... ....... ........... . .......... .... ........ ...... .. ........... ..................................... ................. .............. ............. ..... 23 20 APRES C E ............ ............... ................ ................................. . ................ . ................... ..... ............. ......... .......... ........................ .... ............. ... 9 38 Vic ....... ........ ............... .............. 10) .......... IRCL .......... . ALPINE mr— APRES ....... ...... CIRCLE ........ ..... ...... ...........I........... ................. . .. ....... .. ............... DEED REFERENCES: ............. .......... ....... ....... ......... ..... 24 10 ................. .................... ...... ...........1----....-.-.-.-.%--............. 10 ........................... ...... . ................ ........ 30 ALPINE DRIVE ..... ... .. ... ..... ..................... .... . .... ......................... .................. ............ ................ ......... ...... ........... .............. .. ................... ....... ..... ................. ...... . ......... 25 .............. .. ... .......... 4 APRES 21RCLE .. ........ ..... ....... ..................... ............... ......... ...............— ....... ............. ... ............ ...... ........ ........ .... ....................... .... .. 12 .. ....... 26 ....... ....... ALPINE DRI MILTON A. JOSLYN ......... ... ................................ ....... ....... ...... VE ........................ TO ......... ........... .......... 18ALPINE DRIVE .. ...................... ........ .............. ................... .... ............... ......... ................ ............. .............................—....... ...................... ... ................... ........ ........ . PINE DRX VE ............... ........ ....... .................:'. .. ...... 13 .......... ............ .............. ....... ........... ::::::...*...... ..................................MILTON A. JOSLYN & ......... ....... ........... ................................................... ...... ......... ....................... ..........I........ .......... .......................... ....... ................ .......... .......... .......... ESTELLA JOSLYN .................... ... ............... . ............. ........ ........ WEST MT. ROAD ............ ........ ... . ....... ...... ...... .. . ..... 14 ......................I............. ............... 15 .... ........ .......... .............. DATED: AUGUST 5, 1947 1 . ... ... . ...... ........ ........... ... ........ ... ......... ..... ......... ......... .. ............. ....... WEST MT. .......................... .........11........ .................. .............*,"' . ......... ROAD" ............... ..........%1.1.1.1.1.1.1.1......... ............ ......................... .............. .... ....... .. ...... .... . .................... .... . .......... ...... ........ ........................ ..I...............I.......... ... .... . ...... ........ .... ...... ....... .. ............... ..... ....... ........ . .......... .. ............... .............. ... ................. .................. .......... ............. .......I ........................... ............ ............... ........... .................... ...... AGREEMENT :q............I....... ............. ...........................I..... ........ . .............. ....... ......... ................. . . ...... .............. ............ ........ ................ . .. .......................... ......... .................... .............................. ....... 4 ............... .. .... ........ NIAGARA MOHAHK POWER CORPORATION ?:.*. . .:. . ... —1-1.... .......... ............. .............. ;. ........................ ........ ................ ...... ........ . ..................... ............. ..... . ................ ..................... ....... AND ............. ..... . ...... .... ............................ ........................... ...... ............................ ... .......... ............................................. ...... ..... . .. .. .. .........%,:. .::: *-,-,-,.,.::::.:�:::I::::: .::::�::::::::::::.......... .............".......... ............ .............. ............ . ..... ............... .. .................... ...... ........... .......... .................. .......... .............. ....................... ........ .........I.... ............. ....... MILTON A. & ESTELLA JOSLYN j 2 .......... . ........ ................. ........ ...... ......... .................... ................. . ........ ........ ........ ...... ........................... ........... .......... ...... ............. ............ DATED: OCTOBER 19, 1955 i�-*:--,-,-,-%v-,-,-*-'-I............. ....... . ................. ....... .................. ... ........ .......... .... .. .................... ..... ... . .......... ........ ........... ...... .. ......... .............. ................. ...... ....... ............ .............. ..... ............. ... .......**.....* --1........................................................ ....... ... ....................... ................................ ......................... ........ ............ ........... .................... ........................... .......................... ..................... ....... . . ..................... . ..................... ... ....... .......... .............. ................................. ........ ....... ........... . ................... ................... .......... ............ ... . ............I................ ......... .... ............... .. ................I........I............ LANDSN/FOF .............................................. ............. .......................... ........................... ............. .................. .............. %........... .......... ...... .......... ..... ... ................. ............................................. ...... ............. ... .... .. ........... EAST SLOPE HOLDINGS, LP ............. ........... .... 'R A ....... .I:.:. ................. ....... ...................................... .................. .. ............... .. .. .... . ................................... ............ ........ ............... ..................................... .......... ......... .... .... %...... ....................................... .......... ................... . .............. .................. .. ............. ....... ........ ... . .. .................. . .... ... ......................... ..... ........................ ............. ........ ...... ............ ......... ..................... . .................. ..... .. .................. ............ .... ..... ... .. .. ....... ............ ........%%1.%1.%v...... ,** :.1...'...... 1%%*1­111"".......... ................. ........... ............................ .......... .............I....... 7M STONEPI ........ . .............. ......... ... ..... ...... .................... .. ....%%'.*.1.1.1.1..... ....... *:.1.1.1.1.1:........ ........ .......... ............I..............................�......,...'.,.,.,.*.'.*.,.*..................e ..... . L., ......................... ...... ....... ....................... .............. ........................ ......... .... ........ ...% ......... rn . .. ............... ....... ......... .................... ........... ......... z ..... . ..... ................. ....... ........................................ ....... . . ....... .... ............... ........ ............. . ........... ....... ....... ...................... ...... ...... .............. ................................. ....................... ..................... .............. .................... ............... ...... ........................................... .. .......... ...... . ....... ....... ............ .................. ......... ...................... ...... ............ ....... .................... ........ . ..... ....... .... ....... ......... ........... --- ....... .............. ................. ..... ................... .... ....... ......... . ...... . . -- ------- ................. ......... ....... ......... ................... ................................ ................. ....... ... .......... ............ .. .. ... .. ....................... . ............... ........ ........ . . ...................... .................. .................� .%1.%%v.1.1,%1.---- . ...*­ .,::* ...... SPECIAL RESTRICTIONS -FOR THIS SUBDIVISION .............. .. ....... .... ....... ... ........................ .................. ................................. ............ ........ ............... ............. ALL HOUSES IN THIS 3UBDIVISION . ........... ................ .. ................... .........I....................... ARE SURVEY LEGEND: .... .. ......... TO HAVE EARTH TONE EXTERIOR .......... • IPF [RON PIPE FOUND .......I...........I...... . f.:. COLORS .............................. ...... ............... ...... ... ...I -- -, .*.,.*-,.,.,-,-*.*.,-,.*.,,,,*,*, -- ---- ..... ...... ................................. .... .................... • IRF = IRON ROD FOUND .............. t1O WHITE OR BRIGHT COLORS .......... --- -- -- .............. OCIRF = CAPPED IRON ROD FOUND ........... . c* ............ ................ ........ ............................ . . ...... ........ . . ...... ...... ........... ...... . . ............... ...... 2- MC.M. CONCRETE MONUMENT FOUND NO CUT/NO DISTURB ('490 THE TOP OF HOUSE FOUNDATIONS SHALL NOT ............ .... ............... OIRS IRON ROD SET/TO BE SET ....... EXCEED THE 460 ELEVATION CONTOUR AS z ............ .............. ...... ......... c>c>cxDcx> = STONE WALL REMIANS ...........*.*............. . ............... ................... x - \j W \ ...... ....... .. SHOWN ON THESE SUBDIVISION DRAWINGS. = WIRE FENCE REMAINS = UTILITY RESTRICTIONS 620 ................... ........... ........POLE . ..... ................ 3. NO VARIANCES ARE TO BE GRANTED IN THIS FIRE HYDRANT 61 ............. wv ....... ..................... .......... z WARREN COUNTY D.P.W. 600 SUBDIVISION FOR THE 40 FOOT HEIGHT ab WATER VALVE I (a 590 RESTRICTION, ...... .... ....... :)00 C) 580 04 590 580 C) q50 NO CUT/NO DISTURB 0=4 1560 cn 550 i4O Z 39 Zo RESTRICTIONS BM 020 LEGEND R.R. SPIKE 5110 IN NM 151 500 387.90 10 m I.- AREA OF SLOPES OVER 25% q) AREA OF ACOE WETLAND �46 cQ 0 WOWED -6 7 c(c),LINE TABLE r 1 .� BUILDING SETBACKS 1' 4 i ZNE LENGTH E L BEARING ZONE FRONT SIDES REAR -�40 Ll 12.00 N89*05' 37"W --2Z f , SR-1A 301 pa L2 182.26 20' RC-3A so,75.. OE zc 0 ON PIPE 251 25' S24052'28"W MeTum I TAN WR-3A 30' 25' 252 L4 84.00 W N8 U.00, ac 19.00 LS 1 NNT r R 430 w L6 67.00 S84056- 10nc Ri r/ m Q 0 3v L7 11 PROVIDE 20- :�\ % 8.42 S24 23'N,�- 4, ARM DENSI TY INFORMATION EASEMENT FOR WATE* R t MAN MAIN7ENANCE SR 1A TOTAL 29.01 ACRES "2 .48' L LESS 1. 11 ACRES OVER 25% SLOPE LOT 10811 04014k69'rE SR-1A USABLE ACRES = 27.9 7 U0 27 LOTS -3 cc 420 LOT WR A TOTAL 2.46 ACRES sm Li LESS 1.50 ACRES OVER 25% SLOPE N.A.P.A. WR-3A USABLE ACRES = 0.96 = 0 LOTS MEV.-385.94' RS T I NA 1.023 MICHAEL & MICHELLE :Yr.11 ?50 00 RC-3A TOTAL 190. 70 ACRES BARSONE LESS 126.42 ACRES OVER 25% SLOPE 10-T 41 1.1 30C 5i PQ I LOT 16 85M LESS 0-89 ACRES WETLAND OWNERS APPLICANTS 14 ---15 -3A USABLE ACRES = 63-39 = 21 L07-S Cam) 0/0 WR 1.1 ac COrrone Builders, rno., 51 Oak Valley Way, Queenbury, NY 12804 M. CIRF - L-42-5,� 61 TOTAL PERMISSrSLE DENSZTY Dds MAY 7,=a 48 LOTS le, Port Saint Luole, FL 34986 C.M. PF 40 Kathryn K01717ah, 405 SW Jefferson circ CIRF SaWo r mw WilliaN S. Joslyn, 780 Corinth Road, Queenbury, NY 12804 IR COR T Cynthia Bishop, 37 Nest Mountain Road, Queensbury, NY 12804 ESIM CT4 - N.A.P.A. BM ROAD ELEY.-393.29' MOUNTAIN N.A.P.A. 0 4 YOPKSTA' ELEV.-397.7Y WEST S-2 N.A.P.A. 39W to fimt sheet P H AR R I mmm,. IDTX A Q1W 9 ELEV.-412.21' DATUM: U.S.G.S. t CONTOUR INTERVAL = 5 FEET a MAP REFERENCES: INTERNA77ONAL PAPER COMPANY —NEW YORK xacivWrc lass SHERMAN ISLAND POWER PLANT PROPERTYMAP � .. DATED:JUNE, 1919 BY:H.K. BARKER ; LANDS N/F .r- OF WE MAP OF LANDS FORMERLY OF _ _ /` ' ° 5T MT QIAD .'`` ° , `// '£ p Lt AtrNG PAR7NErzS ESTELLA JOSLYN rtrP NOW OWNED BY :. KENNETH M.JOSLYN& / r. // MARY J.JOSLYN % / / / % ✓ Del// /' 39a. ----- DATED:FEBRUARY 7, 1978 BY.COULTER,MCCORMACK&DICKINSON ►. j/�' r' ', /` /�! f/' "( - � '/ - �, f • MAP OF A SURVEY { 1� 'i` ;'' n // / No c/vrTl�No DISTURB ZONE � ✓' � / / � Z o 01 / r OF LANDS TO BE CONVEYED TO fr SEE DEED RESTRICTIONS ✓ ! WILLIAM M. &LE1SA N. GRANT f ; �,' ! o /, f: DATED:MARCH 7, 1988 REVISED:OCTOBER 28 1990 ✓r , .!" / ✓ r' f ,/�` NO CUTTING/NO DISTUR9 ZONE ! ! D BY, COULTER&MCCORMACK ... � ' f �` / � // // /' f .�� SEE DEED RESTRIGT10N9 �� `� kO,C(JT/NO DtSTU)Zg LINE j MAP OF A SURVEY MADE FOR 1 / i , "` f /! ✓ f / / NO CUTTING/NO DISTURB ZONE f/ ° 4\ �grF �� . 4 WEST MOUNTAIN SKI AREA � f DATED.JANUARY 25 2002 / _ f" SEE DEED RESTRICTIONS BY. VAN LOT 5 �j / 1 ', / / NO SCEE D ED NO DI CTIONS/E DUSEN&STEVES _.l _ / f f // LAND SURVEYORS, LLC fLOT 19 LOT 20 NO cur/NO srD uNe_____ % I AREA AREA w W '-' f .✓ / Ia o , / \ 2,076,394.00 sq. ft. 1,015,402.17 sq. ft. 0, La / \ 47.67 acres 23.31 acres _ gu erg TTS\ LOT 21 y �1 CIO cc Ate\ cn"; AREA C�2 aj CQ M �? 0 �` 936,405.55 sq. ft. W ^` o LANDS N/F OF to N� �,, 21.50 acres EAST SLOPE � � HOLDINGS. L.P. \ LOT 22 r� A�,, Z � l AREA � W 998,752.82 sq, ft. z Wz I \ DRAINAGE MAINTENANCE EASEMENT 22.88 acres A LOT 6 5 TO TOWN OF QUEENSBUR.Y \ 20'WIDE CENTERED ON PIPE -30'DIAMETER AT DRYWEU.S LOT 18 AREA L=38.30' 270,314.80 sq. ft. \ R=25.00 a Cr 6.21 acres \ ( �\ DRAINAGE MAINTENANCE Z °d \ EASEMENT TO TOWN OF i r. \ QUEENSBURY R=300.0 0t~ 9 19B.84' z a \ 'D WIDE FOP,PIPES 'I 5�• 00 S03 05 08 FV � \ -30'DIA.FOR DRYWELLS !i --, �300' � A� ° i " \ +AROUND BASIN P uA 27.88 NO2°30'17'E L'Ti. 0° a w v PHASE 1 (EXISTING) �\ \\\ ��,' Rl25p.00 99.27' NOT INCLUDED __ •''�$ A W IN THIS APPROVAL 347• `—='-- _ _ �' '�� o°• —�°47' " ' ° 82' _``—_-- -- _ �! ii c�j 43 W 424.48 W S08 27'33" ---_ _ - `� /� SO4°14'59'E m �� ~N00°44'27'E_ 2 °�� ° LOT 23 200.00' "� -• 218.81` •-�- 0� O AREA 06° 08 E LOT 7 Qp'by 50,559.23 sq. ft. w F 7 1.16 acres o ° o " ro` F--1 Q? O O LOT 17AREA �� o 44,885.15 sq. ft. J L-- 301.33' C1 1.03 acres S07°17'37'E 0-1 LANDS N/F OF w MICt1AEL ♦ MICHELLE 2 R=250.00 LOT 24 N BARBONE Q LANDS N/F OF m °j 3 AREA c ^?4 LANDS N/F OF WILLIAM 51. J05LYN �! 49 159.73 s ft. q• STEPHEN CYN7HIA � �' � 1.13 acres BISHOP i--� 0 LANDS N/F OF ° ad m!"N N JYD2 09 1. E W RoawaLKElzaNCY 1sD.61' � LS07 17'37"22_ r 320.6 � ^^ LOT 15 to F r LOT 16 0> LOT 25 �""� - !! AREA to �� t 5dF ,6i5.6S sq. ft. o ,. 1 � F 45,368.31 sq. ft. rn ao 1.16 acres o w to, i co 1.04 acres " wllE. 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Q� 111111111111111111111111111111 ,_ /I , _ -_,--.-=--_.­ ———— 1\ I _­ '717- -- - - - 3 WATER SERVICE & - _�_ -- -- CURB STOP (TYP.) � _� -1 �._ � �� I " -_ \ I I . . (_ , � I/- - I ­_ ____ ,*l'll , / " . SEE DETAIL � .- 17 ,)w-vL) 1­ 00 1 . ,'­,;,v�-�- � L -.- ,-*,- --- I ") I I \ I . - �. / 1\ \ NOTE: . , � .1, ca SEPTIC SYSTEM NOTES- I I ­. _ I / \11\ I * � / ALL PUBUC UTIUTIES SERVING THIS I __7 \ \ I -_ TEST M INFORMAII(A c* I i 'I, / \11 SUBDIVISION SHALL BE INSTALLED M_ SEPTIC SYSTEMS ON LOTS #2. #13, & #18 SHALL BE CONSTRUCTED AS � / , / � 0 0-101, ropm Po 0-r ropsm UNDERGROUND 19 , TRENCHSHALLOW ABSORPTION SYSTEMS AS DETAILED ON SHEET S-10. I / / ,il / ..� � LOT 1 I 10-31w GRAMLY LOAMY SAND 7-29 GRA MLY LOAMY~ NDERGR C11 119 NOT USED 91 r. I , �// 11�l I I X-68" MEAW SANDS 29-60* DMNANXY MMW SANDS lao O-ew ws" L_ _ - __ od z ot SEPTIC SYSTEMS ON LOTS #8, #9, #10, #11, #12, #16, #17, #23, #24, & #25 SHALL 11 MC RA 7r w 0 MAV- X WC ' / " -1 23 POK RA IF w 0 MW_ ii asc 8-15* SUGAR SAND pa ,�-;� 1, I , BE CONSTRUCTED AS IFIED 'SOIL ABSORPTION SYSTEMS AS •DETAILED ON SHEET S-10. I " / "I" / 1`1 1-1 1�1 f2O AM CIR(IE I pli 0 15-22'o LOAMY SAND �, -, WELL I LOT, - '_ / � / �l p O-r AVSft -r. mp= n22- MEDI SAND J�i22*46 pa 1, FILL FOR THESE SYSTEMS SHALL BE CAREFULLY SELECTED FILL MATERIAL, 1, / � '\11 1.16cc /_____,l___,__ __., 420 8-2r LOAMY SAND W1 SOME GRAVEL M 7-2f ORA ML Y LOAMY SAND J�- "ARSE S410 W1 GRAVEL I tj I- GRADED LOAMY SAND, OR WELL GRADED LOAMY SAND GRAVELS# CONTAINING A 1 17 / 4 "/ 1­1�l 11% / T 23-;W& Afii� SANDS 21-55' SAND AND GRAAm ._:: COARSE SAND #/I GRAM & COBBLES A .44 tL MINIMUM OF 1OX SILTS OR CLAYS, NO ORGANIC DEBRIS, AND NO SOUD OBJECTS {�13 APRES CIRCLE / 00 / �l � /11 PERa RATE m 0 MN- le SEC 55-72w FINE S4AV SUBSTAN77AL ROOTS TO W- NO HOT&M z e ­_ 1� 1-1 1*� 1� - i PEPM RATE w 0 MIN- 2i sm 11�7 ,­ _11 , / I - , - - - Am o v4 - LARGER THAN 3" DIAMETER. IN PLACE PERCOLATION RATE OF 5 TO ;$�- PC . COMPACT FILL IN 61' WFTS WITH LOW GROUND PRESSURE 1.03 ac I I/, ,� " I / _�/ -�_ - - - __'l/ 0 o-r Topsm 02 0-11'* Taosm _50 mmm TRACK MOUNTED DOZER. IN-PLACE PERCOLATION RATE SHALL BE VERIFIED I � __' I I / � 7-23* LOAMY SAND W1 SOME ORA WE 11-26* LOAMY SAND 5-16" SAND & GRAM RLL i I I / - - � 2J-W SAND W1 SOW CRAM 26-7r MEDIUM SAND wl SOME GRAVEL ffi-We ORIGINAL LOAMY SAND BY ENGINEER AFTER P FORE SYSTEM IS INSTALLED. I I ! L_- - - - --+---"—,/ PM RAW w 0 AW- J5 SW N:V: SAND & GRAM - LOOSE . " I 111111111111111111111llllllllliiiiiiwm�o i "I I PEPM WE = 0 MW- 37 SEC AfEUICOARSE SAW I � ,-- -- I EXISTING I ;; I --_____* - - ,�__�,_l - 45-0* SAW W1 GRA M & CoMa ALL ABSORPTION FIELD LATERALS SHALL BE INSTALLED PARALLEL WITH EX : ii'l,llllll11111111111. - - 1 A" o-7- 70psm Ili 0-9w Top"L SUBSTAN17AL ROOTS TO 0 (D GRADE CONTOURS AS UCH AS POSSIBLE. MERE FINAL GRADE IN AREA OF FIELD ". __ __ _, 7-22o GRAVELLY LOAMY SAND -4-31' GRAVELLY LOAMY SAND MINERAL S'rAlNhW 0 50 - tio MonUM 0".4 . I I - - - - -1 '" ► 22-75o MMUV SAM X-70v SAND AND GRAM WILL SLOPE, STEP LATERALS DOWN, FOLLOWING SLOPE OF FINAL GRADE. I I � - _ ,Dl�\�#"I'll�71; . c A + 2.27 1 PM R47r jw I Affi- 3 SEC 70-80' ME SAND F2 0-120 TOPS" M I .l I -", I I M-1,1#6 0 a-loo Tag= PM R47r - 2 MIN- 21 SEC 12-21* LOAMY SAND & GRA M ... . I I I # D ' I . I_-__m I 10--2e GRAVELLY MLY LOAMY SAND 21-28* COARSE SAND & ORA M I— WATER MAIN NOTES- .. I - *04 0-re Topsolt 28- # I I �_ - 1 26-49' MWOM SAND W1 GRAVEL & . - , I a ftftAa SAW & ORA M E 1 49-64" MEDW SAW 10--vo GRAMLY LOAMY SOD & GRAVEL W ALL WATER MAIN INSTALLATION TO BE IN CONFORMANCE 'MTN AWWA .. . I - -i I I I� I LOT I PERa RA?E- 6 A&*F- 47 SEC X-M* SAM AND GRAM W_ MED.IWAM SAND ­ = 0-.4 I N I PERC RATE = 2 M,W- 19 SEC SUBS ITAL ROOTS To 80 14 1-1 C-800 AND WITH THE DESIGN & CONSTRUCTION STANDARDS OF THE I I I 1 24 0 O--r mpsm MIWAL STA#AW 0 52 - Aro Mo"UArg TOWN OF QUEENSBURY WATER DEPARTMENT. CONTACT THE . I ) I #10 APRES CME 1 8-24v GRAVELLY LOAMY SAND 115 O-fr nxx-ot = :1 a i WATER DEPARTMENT PRIOR TO COMMENCING ANY I i � 24-71* SAND 1A O-15m 7'W= I I 12-29' LOAMY SAAV �D 4 . I NEW HYDRANT I I 1 1.1 30C � POM RATE w 2 AW- 57 Sro 29-7r AIMUM SAAV m CONSTRUCTION OF WATER UTILITIES. L____,� ASSEMBLY I I PERa RATE or i Am- j4 &v 15-22' LOAMY SAND & GRAM cn 0 ­___..-- - - - - - - -- -i � 1 22-40* NEDICOARSE SAND & ONAM. 0 "ll ­ '_ -7o - ,, `�,_. 7-2r LOAMY FINE SAW 8­25* LOAMY ONE SAND WATER MAIN TO BE INSPECTED 13Y WATER DEPARTMENT PRIOR � A%," 1 07 0 70p= its O-r ropsat 40-W MWICOARSE SAW 4) vw TO BACKFIWNG. .1. I PHASE 2 PM RAW - lw- issc :3 )-- ,, I I - - - - - - I 22-6r LOAMY S4ND- FIRM e 32- 25-�42* RNE SAW MOTMW A r J24WHES 42-,W* 0 0-loo racm (7 IN— , THE WATER SUPPLY AND DISTRIBUTION SYSTEM SHALL MAINTAIN ,i I - - - i W?Y RNE SAND ow-- - - - - - . # 2 PERC, RATE - I VN- 2J SEC MOTTLING AT 48 INCHES 10-2r Stry Low q . A MINIMUM PRESSURE OF 20 PSI AT THE FIRST FLOOR LEVEL OF r, I... --- - i _ _ _ _ ( I---Al?-- I I POM R47r m 4 MIN- W SEC 27-41* MEDIUM SAND & GRAM cQ Q %-4 k I ALL HOUSES WITHIN THE SUBDIVISION. - " I " I'll _1 I will 0-7o TOPSOIL #17 o-r ropm 41---.W* VERY FM SAND 0 I I -_. -1 .- '_1 I I - - - -- - - - ...--­--,,11 I w I Ill-.-, A 7-2r LOAMY FINE SAND 7-21'" LOAMY FINE SAND 52-70* COARSE SAND PHASE 1.. I ALL INDIVIDUAL WATER SERVICES MUST BE INSTALLED TO THE FRONT ,[ .__ ­ ­_ - ,- .-. I t - ­-L ---==�_.:--I- 1111111111111111 ..� I PHASE 1 25-7r MMY FINE Sr 21-42* VERY RNE SAW PM RAW - 2 AMV- M SEC 04 0 PROPERTY LINES PRIOR TO THE DEDICATION OF THE SUBDIVISION ROAD `­ _',­� .I -� --_ -_ I.— --___­" 2 -- _1 MOTILM AT 45 WCHES 42-n* COARSE SAID I ­ .1.1, 11 - __2 5- I 11,1111111111111111�1111111111111111!11111ill. -- - ar- I I AND PRIOR TO ISSUANCE OF BUILDING PERMITS. 4,1,-(.'; i �­ �.., �' .- ". I - I,--- PEM RATE - 2 MIN- 40 SEC PM RATE w I Jim-- 21 SEC kv 0­11- mpm 0 - - I- ____ � . .')l I'-- .1. - - 4. 11-10* COARSE SANDY LOAM E-4 _ ­_ . I 1, -, , I ,_ - - - - -I 0-19* &4 t-l-,.- .-- 1, _ - --- 0 0--r nrsax pe -2L MPSOIL 16-2r COARSE SAW f ��_. ­ �_. __ 4*i - - 1, i 6 * LOAMY SAND 9 1* LOAMY SAND 22-62' COARSE SAND AND OR4m PHASE 2I __ __ ___ ., r- - it-,Vo WRY FINE SAM 23-46" MMW SAM W1 SOW GRAM 62-ar camw smD 11 _ -� - . .. . T ­ - ... I�,� 712";3wI If 46-,54* MW FINE SAW NO MOTIL/wPIPE LEAKAGE TESTING & DISINFECTING: ­. �- __ _ -_ -, I Jimm solm a4 do tf�� ....I, I __ _ I - , I � MOTMM AT 70 MWE$ 54-74- COARSE SAND PM RATE 0 4' m 21 SEC 0 1 -,-- .....''I...... - ___, ,..,- _ " .. ll� .__ ­­ 'I LOT I PEM WE w 0 MN_ 2j SEC MOrilEM AT 46 XCHES 04 WATER MAINS SHALL BE WATER TESTED ­1 ......"I'll"�����������' - - ­_ , "-,. I PERC. RATE a* 2 MAO- 19 SEC mm4 _ , IN ACCORDANCE WITH AWWA C600 -. - I" - - E -- � - - __l. ­_ I - I I.... ,_ � ­ __ � ___41*- , . . , .1_ -1., 25 1 0 ow_?o mpsm __ - ­__ ,- I ._ - I\ ?Mr PITS#7 TO 019 BY alAREM H. MAW ON 5. -06 LOAMY FINE SAW -SECTION 4, AT 1.5 TIMES DESIGN WORKING PRESSURE FOR A MINIMUM PERIOD ____--I-- - ___j ­ - I P I ­ #4 AM CIRME 7 4i P OF 2 HOURS. LEAKAGE SHALL NOT EXCEED THE UMITS SET BY AWWA C600. _­ I '-,.,/ - & ­__ ..' I NACE OFNACE ENWEEMN10 & WAAMVT RAP, #Inyr$SM BY WMAS 1-l"44 MXW SAND & GRAVEL W1 COMM -1, I 11 ZwWofta :% co LO -- -'-----.---.--,) 11 -, -_ -,,, ,.l. ., ­ .-��., 1.16ce F NVSDON WATER MAIN SHALL BE FLUSHED AND DISINFECTED IN -,I T --- , -_ I ­-I I I- , ­-, , .,(,-,-- ,I- I PERCMAWN MSTS BY MACE EhAMEERM P.,a ON ,#/" & 4127IV7 44-125w COARSE SAND W1 SOME GRAM .lk,-��',_ WITH NEW YORK STATE DOH STANDARDS AND AWWA C651 F­ --- - ­ � � -- la , �__. _t , _____ -1 1-. I -.,. 1, ­. �� .'ll I I 11; i __ -11 I MST MS 90 TO 02 BY MACE VMNEERM P.a OW #/Yj/D;r No mornAw 2144 owl I I 1 -92 PRIOR I _ _ ­1 __ - . I - ___ � " k _ ­_ ­_ � , I ,., 7W PITS& PElWOfA7RW 7ES75 JA * 0 BY MACE' EN6#AZWNa P.a 9/10& 11 a jr ca TO,PRESSURE TESTING. THE TABLET METHOD OF DISINFECTION j5__APRES CIRCLE-- ._ __ \ \ 'L I I- t ON /V O-li* nwSm i-� ". �...� I, �, _�, _-�l / - . CONTAINTED IN AWWA-C-651 MUST NOT BE USED. I- - - , ', 1.04ac., _ -]__ 0, ", .�__ __WOODEjp ..._. I I \ �� � " '-_".- TEST PIT& PERWLAWN ?Wr 10 &y AtACE ENVINEVR#ja p.a 51 & 5 /09 4) - I ON 25 17 1.1--24" LOAMY RW SAW , I - _­ 1, ­-, -.-, I. \ -��1_ - __ _ _ _ _j Wr PITS 4V,&r& 0 BY NACE IMMERM P a CW 7~09 24-Jr MENUMIPNE SAND pa _�11..) '_ ­ If- � I � - 38-564 ,..(I,' '- __ � ENGINEER TO WITNESS PRESSURE TESTING. - ­_ I -1 ­- I '\ -t", 18 --.-. -.1. \ \ ,• -, ___ �, AlEMN SAND i NOTE. --- - 1. � . - =( � ­ 1)"AQ," � -_ \ / / - _z� , - _' -I r",'llv__�l"' I�', - - " ..-., \ I \ " - _ W-Mo COARSE SAND W1 SONE ORA M __ LOTS #16 & 25 SHALL NOT I I I�l , , _", --- I _-_ � \_\- --��r/,- - 7 "I \\ LEGEND ROWS 70 78" z I .. - __.� - I I*­ HAVE DRIVEWAYS DIRECTLY �� _____ __ . 11, __. I_ _. - - _��-­��- 11 , 11, ,.-.' / 1�1." ,\ -_ ------ --- 0._ I _ . � , � __ ­ . ­ -_ - NO M077LM I -1 L_ - - -7 '�l ,� , -.-- , , 1, - ----- -- .--- .--. _ __ - S sox TEs r Per L OCA nON . . ACCESSING WEST MT. ROAD-, ,, I - -�, I., 1-1, .1, "_ -'I- .--- _ 1� I., �1111111111111111_ . .-. . . .....I. - O-r Top=­­ '_ - __ _ __ __ _. _ --- I—- � Aw = I _:_�_:_._ _ _ _..;_;;,:��­- . I -,--.- - , 1-1 I'.- - - ��_ _���! _ __ -, . I ell'imemomilow'- I-"----- I ___� -- �j 11 .- 1 44WQ0 . 10:5121,,�016� EXIS77NO GRADE CONTOUR 9-le LOAMY SAND & GRAM , ,�, -­_.. _.��._.-� -.-- :mm� *.I .- � I --- _�',,7-- - '\ , ­ . 18-W ANDUVICOARSE SAW & GRAM C4 1 � I \\ v 1011#1() ­1 �--- illillillilloomo�- _ _ . . ----- nNl-':*i GRADE CONTOUR -12-IM' COMSE SRO W1 SOME &?AM pq _ _- -- ­ '\ , " . � -_ ,I �� -_ ROOTS 70 Ar . . 1\ �--"I , T 111111111111 _L� NO mora,m \, ,\ f , 0 I _ __ ____*" D -1 NEW DR YKUS W/ EQUALIZATION p1pE . _Pqq, 1, :,� . — rr!77777771_�__ I * MOU TAIN ROA ;���_._,,- . .. \ \ -.-- ,> - car - ' WE - ------- ca) 11, ;4-r DISTANCE 11 f. I......I...illlllll����-��ll,''Illllllll,�l��l���l����1,11, I �__ NEW 12" HOPE STORM PIPE #v 0-12m . ___ -­ . I ­ / 1111111111111 1''................................................� 12-2r LOAMY SAAe & GRA M . . _�l 1 .. / S14 _ I _Ai.z;;;: . . � ____._ - RoIr CLASS 52 CLDIP MEE771VO AWWA 22-44 MEMW SAM W7H COARSE POOYM Ddip MAY 7,2W7 \ I / 00 4110 A* NEW VALVE 64-120' ,Ili CO . _ . . ___�, ._ / I MWICOARSE SAND __ . _p_ ­ 11 I SIGHT DISTANCE SPEC C750 & C151. USH-ON . \ = ;C,llowii) / ..w. NEW 6- CLDIP WATER MAIN "N TS f1A WNA Cl I 1. ROOTS TO ve amw r-w ..*_---t--lwv (.NRU It4TER I RrVNGS To BE Mj COMPLYING SUGNXY NOlSr AT 80"M I- 0/�,-1 __ �1, wv ' ' I/ DOST" lfr ow --A— NEW 6' WAIFA MAIN VALVE WIAWWA Clio. INSTALLATION To I SU017L Y COMPACT AT BOTIM YN --,I 11111 WAIM MAN NO moram '11** i CONECT M EXISM ft.m /) ill'" �����1. wv 1.1.111.1111111.1,77111 - /-Y I iii'll'Illill�ill����111111�11,11,11,111111l---.----� . 0 116" OF WA MAINwnw i . \_ I . IN - - " -*-- - __ (O ,-,- ,, -,I " -I - - I-.---- I L __ - ­ , - ___ __ __- - ­ __, _­ ,-- ___� ,--, .0 - ___ __ - *! N, _z__ll N - __ __G_ _. _.- _ _! - , I 0 1 tE - I . . ����������ll����l��ll��l��l����Ill""I'�,��ll�l�l.�6� I16"X6* TAPPING SLEVE & VALVE ---- - PROPOSED INDIVIDUAL SUBSURFACE .SEWAGE DIVOSAL SYSTEM INCLUDINo Z"C��%37'"""INUft'WiZALlt,,mwaa - ft_ adkows . 01--L. - 50Z REPLACEMENT FIELD , . . . " - . FIELDS IV BE INSTALLED WIM TRENCHES !ftw&"*Ad& DATUM = U.'S.G.S. . _81*1111 40PO - -- -- PARALLEL W7H EXISTING SITE' CONTOURS 4"Nueftnowmal _mmmmmmmmwmmmmmwl I CONTOUR INTERVAL = 2 FEET CEMONE W7'1117 _ , J W _LO1,. W S oTLu a - " Z 9 • _ J f • r t 47.68 op l i W I ci / : i ( y \ - -T Ilk -LOT- 22.88 cc to OL � } �y LJ { ` f -. i / 1 f I , % ' / %% / / ' ' i I l \ ` ` \ _ _..— . \ i i — . , ._._. ,.- _/ t._•._--,_^-_ _._ --. __ _...— .___ __- __-- _ t � ;`•t s,-,, .',��n�✓/r tia° /, '` i '� r ` '' ; ` - i } f /' '�'••%//�� /i / � J.- _ J _ - #jA ,,3`;.. '"+`." °'• y , _. - - i I i ! I / ♦ \ \ \. \ "? — 1 \,:__.. DRAINAGE MAINTENANCE EASEMENT INV. 418.2 J ' J •/ - 1 E I } ( ' /`/ ' / /' / .� / � I i \1 r — __ _ -, _ .. .- _ -- --'_ 1_ TO TOWN 13F QUEENS r - 10, 1 f _ / f ! i ,r / ♦ ; . t RED - 20' WIDE CENTE - # g -- 30 DIAMETER LLS �-- ULVERTPRDVIDE MIN C J ' J W #H W/ METAL E SECTIONS UNDER :J' J DRIVEWAY LOW POINT OF - � - { �' �' =- // ;' i ;• ��,.': :/� / / / � � � � _.� " ' . \ � / --- .l, `�. � } RIM 421,5 , \INV, 417,24 �,,,.•�' `' f' r THE FINAL ADE IN THIS AREA. I .' / / i i i / 1 1 Mrjy \ \ DW #C 1 / \ . 'r+ .� J J g� RIM 419.5 / �` f " ENV. 415,63 , / 322' 12" o ". /� j _ J bill a PERF. C0,5y .•� J J � '' . /' /' f / j ♦ / ♦ / f / ySlip aR � �\ `� ( \ g � � � . TRENCH � � • � - ---- - �% � J � � � '�� e do / f \ \ \ AZ 1 900 gas { ab Mill 00 EROSIM. CONTROL BLANKET / /' \ \ ,rr "` °0 / / ( j �i Co l �r t ORLEX H OR EQUAL ( !' — / PE\ RF 86XINF _ at { i / i NCH a o # 4 a t+ RIM 413,0 d { j i;-i f •` INV, 410A \ I' 4� DW m 294' 12" t� \ � ,, TP F / r` _ — J x W A INF. TRENCHPERF. NJ BUILDING / # / SETBACKS \ �� o Ca DRAINAGE MAINTENANCE / { EASEMENT TO TOWN OF t- — — — — — —— — QUEENSBURY- ; I — \ / 20' WIDE FOR PIPES DW #D , w W - 30' DIA. FOR DRYWELLS ( RIM 417.0 23 { + AROUND BASIN ( i INV. 414A / I / R�` , W I / _ 1.16ac I LOT 1r //' �/ `\`��� �7f { 420 $;;P. to z to i 1.03 cc r 4 00 W.410.0 SON► ."t V.� I " or am SITE NOTES I # f 3 I ` l/ ' i3it•: rf,` !( t I! �iJt J ` 4 Lr t; I - I LOT `t� f 1. EVIDENCE OF EXISTING UTILITIES IS INDICATED FOR THE I `j I 3 i oo 24, { _ I r T _ r Mom+ t - "-i t.'- Ii- t+--et(__:�-,_, f:;'-,E�- r=.'�1 CONVENIENCE OF THE CONTRACTOR. IT IS THE SOLE RESPONSIBILlY �-s; OF THE CONTRACTOR TO COORDINATE THE FIELD LOCATION OF ( ( ( 1.130cIL Yt- ALL UTIUTIES NTH THE UTILITY OWNERS. I NEW HYDRANT ASSEMBLY 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT �"`- -- — — — —— — { STORMWATER INFILTRATION BASIN SECTION ALL EXISTING UTILITIES FROM DAMAGE DURING EXCAVATION, GRADING NOT TO SCALE AND CONSTRUCTION. �' ( - -- — — '� _ — 3. THE CONTRACTOR SHALL DISPOSE OF ALL DEBRIS AND EXCESS — 4 ( `T_ .- — � — ! �.Yy MATERIAL OFF OF THE PROJECT SITE IN A LEGAL MANNER. — ' — _ `—` } � _.__ _...__.4�-::_�j •,.•_. ..-- ow 4 THE CONTRACTOR SHALL STAKE THE LOCATION AND GRADES I " �-- — — E� OF ALL NEW WORK IN THE FIELD PRIOR TO STARTING WORK. _ ANY DISCREPANCIES OR QUESTIONS SHOULD BE IMMEDIATELY 410I _._. .� — '" _ — — 42C BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION - I c0 BEFORE PROCEEDING WITH THE WORK. 5. ALL ROAD AND INFRASTRUCTURE SHALL BE CONSTRUCTED WHEN I. - ~J r ` 'C LOT LEGEND IL!k GROUND IS NOT FROZEN. EROSION AND SEDIMENT CONTROLS ARE NOT DESIGNED FOR USE WHEN THE GROUND SURFACE IS FROZEN. ac 1 - •. _ 1 EXISTING TREEL/NE � ` PROPOSED w W T CLEARING 1.04ac '` -l �' ` \ / — SOIL TEST PIT LOCA770N 4 . I _ _ EXIST7NG GRADE CONTOUR n,�r I' i< _ _ _ "_._ �"'• FINISH GRADE CONWOR S I ( L_ - " -- - - _ - - . - ' f•1, ..�.1 NEW DRYWELLS W/ EQUALIZA77ON PIPE _ — — _ -..-- --- -" --- ! •..•. NEW 12" HDPE S70RU PIPE • �._— — — \ ` ? CLASS 52 CLfJIP MEETING AWWA NEW FIRE HYDRANT / VALVE ASSEMBLY SPEM C15.0 & C151. PUSH-ON JOINTS COMPLYING W/AW'WA C111. odw MAY 7.8007 NEW 6" CLDIP WATER MAIN RT77NOS TO BE MJ COMPLYING 8cd► T-w ~� o 00 1 3 410 _ w W/ AWWA Ct10. INSTALLATION TO t J ="" BE IN COMPLYANCE W/ AWWA C600. i d$-- W 6 ATER MA VALVE IN ROAD,,' r E�� M Q t'� r — _ _. —_ PROPOSED /NDINDUAL SUBSURFACE wvwv r SEWAGE DISPOSAL SYSTEM INCLUDING S wv` 400 -=�. _� _ Sox REPLACEMENT FIELD / FIELDS TO BE INSTALLED WITH TRENCHES `t✓ " -: ' -— PARALLEL WITH EXISTING SITE CONTOURS DATUM = U.S.G.S. Tao�9 CONTOUR INTERVAL = 2 FEET cERaoNE p = DWM NO. 05026-S5 �� .4 _1 mh►. 40' min. 1. A STORMWATER NOTICE INTENT (NOT) MUST BE SUBRI4TTE:' TO DEC PRIOR TO W ® 0 m a i. ALL ROAD AND INFRASTRUCTURE SHALL BE CONSTRUCTED WHEN It. ASTO WAT AND SCE O COVERAGE FOR UST BE STORMWATER .TTLx-, RGES FROM THE SITE � c� ° GROUND IS NOT FROZEN. EROSION AND SEDIMENT CONTROLS ARE g ir? � Q to CW NOT DESIGNED FOR USE WHEN THE GROUND SURFACE iS FROZEN. OBTAINED UNDER NYSDEC GENERAL PERMIT No. GP-08-01. g y F: ��iAtRlIC 2. PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL INSTALL 0 - 2' : Z Z rILM PAM THE SEDIMENT CONTROL FENCING AROUND THE PERIMETER 2. THE SWPPP INCLUDES INFORMATION ON ALL DRAWINGS S-i TO S-9, O m W: O1 :..+ .=a + •t• A, .., M; 1: \\ OF THE CONSTRUCTION SITE AT THE EDGE OF EXISTING NATIVE VEGETATtdN AND THE SWPPP NARATIVE AND THE STORMWATER MANAGEMENT REPORT. .' y, ., �'�• :Or.•V.,•• AS INDICATED ON THE PLANS AtA! DETAILS. • .�. • 3• CONSTRUCTION SHALL BE PHASED TO LIMIT THE AMOUNT OF AREA DISTURBED AT ANY 3. THE CONTRACTOR IS RESPONSIBLE TO COMPLY WiTH THE TERMS W J 10 Q 5 I es �•%' •s �••.•.•s•• OF THE NYS DEC SPOES GENERAL PERMIT FOR STORMWATER DISCHARGES Z ' - 0: U,•,:II• b. • ,�•• _ ": ONE TUNE. PHASE 1 WILL BE THE OF THE SUBDIVISION INFRASTRUCTURE 61QSRp /- PLUS THE CONSTRUCTION OF ONE (t) HOUSE PHASE 2 WILL BE THE CONSTRUCTION OF FROM CONSTRUCTION ACTIVITY PERMIT No. GP-08-01, COPIES OF THE GENERAL PERMIT a17 `Y :,' � •,• ;. . rt' "' ° ('/� ARE AVAILABLE BY CALLING DEC (518) 402-8109. Iz 3+ Z 3 _ �._ .-.- :''•.••� = t01 #% ••� , � THE REMAINDER OF THE HOUSES• AT NO TiME DURING CONSTRUCTION SHALL THE W () � (n •. • ; .• `..w. s.` ` e"a4,• :'.1' ' Ltt THE TOTAL. AREA OPEN AT ANY ONE TIME MORE THAN S ACRES..;. r_, •� 1• •�.•+ . . �' •• �., 1, �••.� v ^ 4, __._-._.. ___ f. 4 PRBQR TO COMMENt2:MENT OF INFRASTRUCTURE CONSTRUCTION CONTRACTOR SHALL N P 5 .$i . .,;, .ze r. 4. THE CONTRACTOR SHALL CONSTRUCT THE CONSTRUCTION ROAD ENTRANCE AS SHALL HAVE THE ENGINEER CONDUCT AN ASSESSMENT OF THE SITE TO ASSURE THAT N (� W a _�,�: •••• r •` 1 '°•• AS DETAI IN THE L TION OF PERM WAY ENTRANCE _ ,,. •.. ::r y-':.,-- SS E MAKE LED OCA THE ANENT ROM THE APPROPRIATE EROSION AND SEDIMENT CONTROLS HAVE BEEN ADEQUATELY W N Z CC .t $: + ,'...; t, SOIL AREAS THE ENGINEER SHALL MA "� W {a _ lNrl 1a " ;' Y. .��; .: ,ram ND® TM S TEMP�tARY SU T BASINS ARE TO BE CONSTRUCTED IN THE PERIODIC OF THEM INFRASTRUCTURE CONSTRUCTION. AT WHICH TIMES L)E b z: "• TO BE SURROU LAW POINTS OF THE PROPOSED SUBDIVISION ROAD. THESE BASINS SHALL BE LOCATED HE SHALL ALSO INSPECT THE EROSION & SEDIMENT CONTROL MEASURES. T Q. a C. '^':.: ' w..'_. ::�::;.•:,•• ;ti:e: SILT FENCE ALONG THE PROPOSED ROM BUT NOT WITHIN THE AREA OF THE PROPOSED PAVEMENT.1. 81 Na-USE 1»TO 4»8101IE -; i' _ , $t p�f1{ p alT LttS1z 1FiAN W. ,; ,. '� THEY SHALL COLLECT STORMWATER RUNOFF FROM ALL AREAS OF PROPOSED ROM AND S. AT COMPLETION OF INFRASTRUCTURE CONSTRt7CTBON, THE CONTRACTOR SHALL MAKE Q' OO#tOIUlR:�AOIt :, y f .n,, . \ _ ...-r SURE THAT THE SITE HAS UNDERGONE FINAL STABILIZA710N ANO THAT A S, NOT Un THAN fr ---- - n;'':\ /"'"=. �`'' U11UTY CONSTRUCTION. BASINS SH ALL HAVE A MlNiMUM VOLUME Of 3,800 CUBIC FEET FOR LL TEMPORARY EROSION 4. MlMM.8UT NOT 1 BUOY tilE I<Utt N01Li iw�scil�at :;. �:,'' "``,:,:' ;4;: ': `;` CONTROLS HAVE '• :' . EACH ACRE OF TRIBUTARY AREA BASINS SHALL ALLOW COLLECTED WATER TO FILTER EROSION AND SEDIMENTATION CQN BEEN REMOVED. Of C!f {� AT PO�f1si�J1E N011 Glt E1> OCQIRS. gGtRi BAatAI '; c ;:.:�,, t, .t: '` INTO THE S N Y O O 1t>t! SFDYEtITPOOI `';` _ TO E EXI TI G SAND SOIL IF NECESSARY CLEAN SEDIMENT OUT OF BASINS TO O O O Q Y J1t fi.1Bt FAIIdR1. PIJIR'iED OMl1! THE Fll1N6 MG PRldt ::;.t• is' ` ' ti;'l�•'••:. ', :.�. :•L:,'-ti~;: MAINTAIN THEIR INFILTRATIVE CAPABILITY. _STA�lJZAT10N TO PLACING STOlBC t ML _ '' 4'': ^.t';= :a:, O to a SUNIICE WAIM MMtMp Im 1111 Bl S JWAM RUNOFF OF SM MIrAWLX. `I`:''t CONTRACTOR SHALL I i N "` N '" ti tr. 1. THE CONTRA N T1ATE STABILIZATION MEASURES AS >., _ 8. CONSTRUCTION OF THE SUOBWISION INFRASTRUCTURE CAN THEN PROCEED INCLUOINQ ;: is NMII®IANCB 11�tIN11lINiC[>lwAtL Ir 1L11NRAkl� I .. SOON AS PRACIICA IN PORT! 1,• e/2 �'� GRADING AN ENT i BLE ONS OF THE SITE WHERE .,1, :� C`6 lr u. pp�� :c>i..:.v,•�N i'\ ,;•:';;. .`�'h:.^i';_s -s, PRE1RNf 1RACIONii'OR fLOUN Cf SEDM�fLT ONTO Pt14JQ Rlpiid-OF-NIIY. v�..\ �>,y <���,,, ,,_.:� '! 1 1-1 4' !;1 .::`:;, ,• 't ,'`k. , D PLACEM fliLL, NSTALLATICI OF ALL UNDERGROUND UTILITIES, ACTIVITIES HAVE TEMPORARILY ^ O N O O <\ / \ 5.1K,rqT f� /\ �: >:;: PROTECT ALL PERMANENT STORMWATER I;, ..,., .. INSTALLATION OF STORM DRYWELLS AND STORM SEWERS. AND ROADWAY CONSTRUCTION. LY OR PERMANENTLY CEASED. BUT �`• INS MAY Rimm PEIII0010,IV OFAMM IM AD01110NN.STONE AS � �'\''' <I `J�`\t<<`o; .i "S. :t•::: •\ ,r \-_; `..c. ::fir', IN NO CASE MORE THAN 14 DAYS. COMM 0lMA10 AM RlAR A� CIlA1�iC OF ANY 1E/1SUIR3 USFD T,✓, {:.;,:, CONTROL DEVICES FROM SII.TATiON ` , �• ", 7. FOLLANANG COMPLEflON miE STORM R a, ;.;`','--'":''�: ,. r . .�'?.'•;� D YML-% THE CONTRACTOR SHALL INSTALL SILT tp M? TO PAP�y r' ��lr w�ALL=1111101T MUMDUI�NO CONS�RIjCTiON MJD UN'TiI. 1.��'t-.' . .�•::'.::..r�'•'•; .'r"''`•4'• .-•fr:`•'I �t• FENCE UPSTREAM OF THE DRYWELLS AND INSTALL FILTER FABRIC UNDER THE GRATES TO PREVENT 2. STABIUZA71ON OF GRASS AREAS INCLUDES HYROSEEDING USING d' M N +�-- {/naY PUN.IC Ri�t1s3-d�MAY MUST MNIlDM1tLYi .w Y, 'M1,� r•..�ti`. '�{".'..�..�� 1. . :`.. ..I, '"'t� L WA>'Rm MILS w'"ifE CEFJINJD'm m&vw SED m PION!ICI!l11RANCE >MM1 A-A GROUNIMVER IS ESTABLISHED :',:,' ,:4:".. ,> : ` ` 1 STORMWATER AND SILT FROM ENTERING THE DRYWELLS UNTIL THE ROAD PAVEMENT IS COMPLETE TACKBFIER ON SLOPES OVER S:1 OR SEEDING AND INSTALLING ONiD PUNJC gQi1 -XAY wtEFlMiO IS !T 911AtL ttrE DONE •" s �� AND ROADSIDE AREAS HAVE BEEN TOPSO , SEEDED AND GRASS IS ESTABLISHED. . ,.•. •r:':r ,• \a . J ;, mow:' (IN AN AM OF STA»MM MONK AND UM DRAINS AN APPI1DVEb SEOML4G11 '" . :'.- .OF =.:.•.•1•'- a 8. FOLLOWING COMPLETION OF ALL PLANTING AND THE ESTABLISHMENT OF ALL GRASS GREEN S-75 OR EQUAL IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. ,� ' •.+' t, �' PROMM AFTDF EACH RAIL FMMAYM gaol,K 2 MCM MR BMW RM OF MIN AND MWM 94ALL }..,;•�::, .. .;.'t '�a=:�;`-'-,..1`'�.�'`!'•:'' AREAS. REMOVE ANY COLLECTED SEDIMENT. REMOVE -114E SEDIMENT � >1E PLAO®AOAMST RSST PTfR SUPPORT. ;1 :, .,t.t ,.P,. F ?,,.:..'---, ' FROM THE PERIMETER OF THE SITE AND DISPOSE _MAMITE.NAiIIM .. r' "J1':"= t CONTROL FENCING. REMOVE ANY DEBRIS OF ALL WASTE MATERIAL IN A (LEGAL MANNER Z�Ii PTO t/1'TIRE#IPlN gtNM !E PIACtD OVEN BLOCIt OPFIRIA6 ', ' `:`. �`� ,\+,v-' 4' "/,:". :i\: f72dM SEDIMENT TRAPS WHENEVER THEIR CAPAOTY 4 ' ��D�{ MpAU ^ J 1. SEDIMENT SHALL BE REMOVED < t�D� S�iRUCTfON RQIW lf`A{!� 1. .,<_,:: :•t�' VED A USE CLFFJW STOW ON g1AVli 1 -3 4 NOit M OUNIETER PLAM7ED 2 lIQQ 99tDM c , :'r`;` HA5 BEEN REDUCED BY 50% \ _ NOT TO SCALE TOP OF/NE BLOCK ON A 7t1 OR MTT�BiAPC �{ :'..• ? ::a;, ' �- 2 ALL EROSION AND SEDIMENT CONTROL DEVICES SPiALL BE INSPECTED WITHIN 24 r 1. #LIR AT ALL 11#1JE11S Fe!>stl�M tellF Pdills M MM _ '' '`• �4 T . °3I R r 'l' y HOURS OF A STORM EVENT AND REPAIRED AND/OR MODIFIED AS REQUIRED TO BE f k y,'.: :.t•: ,- GOOD WORKABLE CONDITION. 11 \ Iv "I Fr ' _' /�/\ \\ \ \ 3• THE CONTRACTOR SHALL CONDUCT AN INSPECTION OF THE SITE ON A DAILY BASIS '.... STONE de BLOCK INLET PROTECTION . . ..,.1::.. ra. .: - /�� \\ \ i��irk .;4, STABILIZE ENTIRE DRIVEWAY WITH *,:.r:..« :' :^ ..�► ///\/\ TO COLLECT LITTER AND CONSTRUCTION DEBRIS AND DISPOSE OF LEGALLY. $,. 3 NOT(~ 4• ANY STOCKPILES OF FILL, TOPSOIL, EXCAVATED MATERIAL MALL BE COVERED O2 ' ` mill""', Nor A saFis GRAVEL SURFACE AND USE FOR ALL Y KEY STE INTO THE DITCH BANKS CONTAINED BY SEDIMENT CONTROL FENCE TO PREVENT EROSION. CONSTRUCTION ACCI:55 TO SITE. SEDIMENT CONTROL FENCE //��I �/ AND EX'tM IT BEYOND THE ABUTMENTS II DOWN GRADE OF ALL A i f OF 18" TO PREVENT OVER Sft Arson .4% sr ! DISTURBED GROUND A FLOW AROUND DAM. BUILDING AREA: 52,000 of - 1.2 ACRES a46 If Il LOOM Wv L��'S�T�AM LiMiTS of PAVEMENT: 67,477 of = 1.54 ACRES b�� 1 eot-a,oa.rAx. -__...----- ._ TOTAL AREA OF DISTURBANCE: = 16.1 ACRES TYPICAL LOT EROSION' & SEDIMENT CONTROL - I » EROSION & SEDIMENT COMM � � � �0 a " T 1 MAX SCAM' 1 - � NOTES � � BIER 1. BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED. AND DURING .11 14 E b o 11 POST, SM D ADy EARTHWORK PHASES, SEDIMENT TRAPS SHALL BE CONSTRUCTED IN ALL STORM B S DRIVEN 16 MIN INTO GROUND FLOW �� � - WOVEN WiRE FENCE W/ FIL CLOTH OVER SWALES AND DITCHES AND AS INDICATED ON THE PLAN. IIIII� IliaRBBR • 2. SEDIMENT TRAPS SHALL CONSIST OF PREFABRICATED DAMS OR CRUSH® STONE OW (MIN 14 1/2 GAUGE, MAX. 6 MESH SPACING) Qo ' PLACED TO FORM A PERVIOUS BARRIER IN THE SWAM OR DITCH. Ih 3� �' EMBED IN GRAND 8" MIN. ••. 3. AFTER EVERY STORM EACH SEDIMENT TRAP SHALL BE INSPECTED FOR FAILURES ORp aD O CLOGGING, AND ANY FAILURE OR CLOGGING SHALL BE IMMEDIATELY CORRECTED. V4 w ce !-``-I i} - " -} UNDISTURBED GROUND •'e.Cel x``;' SAME ELEVAII� 4. ALL BARE EARTH AREAS SHALL BE SEEDER AND MULCHED AS SOON AS IS a )i---,i -1{{1_.__S( -,._ :•r�y• .. �:r••C.•:.. • I 1- 4: -I :tt:;<, ;s; /\\� / / FAD TOE POSSIBLE TO PREVENT EROSION. AND EVERY BARE EARTH AREA SHALL BE .yl .'+f 4v,.I l -- ! _-I i: _ -. , :3+' \ \ / Q it 1 i_,._ _�� .�:fi: u 1 ` \\\ `\ /. / / SEEDED AND MULCHED BY OCTOBER 1st. tEMPORARY RAPID GROWTH COVER 1 1 -f ^ •:4 _ •�,a"t-�ti \ \�\\\\%`% %/ / /' Do OPSS, SUCH AS ANNUAL RYEGRASS MAY BE USED FOR TEMPORARY SURFACE >-4 _...,i 1--1 l I-�_ {I^_ t't �. '•v3S.t't.7' wr•�.•J•r`1;. 1't,^t•''t•'•' i \ \\ \\\ \\\ � \/- // .. STABILIZATION.1_11 �j o11, :r.,:' • Fit\ \\\ \\\\`/\�/��% 5. SMALL BENCHES AND TEMPORARY INTERCEPTOR DITCHES, INCORPORATING SEDIMENT (� m t SOIL 6ACKFlLL \\ -\\\�/\\� TRAPS, SHALL BE CONSTRUCTED WHERE LONG SLOPES ARE STRIPPED OF COVER x W x \\ \\\\ GRASSES, OR WHERE FILL AREAS ARE EXTENSIVE. FLO/ CHANNELCHECK DAM S. NEW SWALE$ AND UNLINED DITCHES SHALL INCORPORATE MATTING OR NETTING ECTIVE OVER SEED AND MULCH WHEN THE INVERT SLOPE EXCEEDS 2X ALL SWALES AND PERS>' 1 - 21x DG' UNLINED DITCHES SHALL BE SEEDED WITH REED-CANARY GRASS FOR FOUR(4) SEDIMENT CONTROL FENCE 5_ex 1r SECTION A - A FEET EITHER SIDE OF THE SWALE OR DITCH CENTERLINE, AT A RATE OF 25 a • POUNDS per ACRE AFTER JUNE. ALL SEEDED AREAS SHALL BE MULCHED WITH 41 V 4-iox 1Of STRAW IMMEDIATELY. . 0 NOT TO SCALE if T2% � ROCK CHECK DAM 7. THE CONTRACTOR SHALL COMPLY WITH THE NEW YORK GUIDELINES FOR URBAN rn cr I4 1.\ • : \ \ ., ,. \ - ,".... - ...._.... `. - - _ - _ _ _ 8Y THE EMPIRE STATE CHAPTER \ `\ •_ ' •___. -"'/-; ---. ._.. _ T14E SOIL AND WAITER CONSERVATION SOCIETY. EROSION AND% OF \ _ -- - \ - - \, . i NOT lb SCALE \ - !'\ \ \ ____ \ _. \ ; , , . ,, ,_ _. \\` \ _ _ - - - . \ - ! - . • \ \ \ \ \ _ t r , �• a -.� .tea 11 V 11C '61tfb`. /.Q� 11 tl \ .- \ -- •_ _ 01 1. /1� _.-_. \ \ I _,,,.. t_. bw , \ _-. ._._.-_. _ _ - "•__. __ W ._ - _. "_ _ / ~\ _._ _ " 1. 1� ..-, \ __ - - \� S . , , r r ! , _ _ _ i �♦ / r " \ `.�.K11 , rA ,. .. EAT - _ - .. "._ .. -... - , _ , - DETAIL F -�- _ _--_.__ _ _ _ - SEE \ - - - .s -aAir•-- r LOT _ r "- - _ . . cm TYPICAL. EROSION ' =��� ___..._ -- , _._ . __ m _., :° I % - - _ (CONTROL FOR HOUSE '', -- - -- 1. w000m- ; -- - - --- __.\ \1 _._, is '.t^ & LOT CONSTRUC110N r - _ --____ -_--_-. APPRu)QNATE - - - . \ r CsRADII�r LIFiITS ! r 1. t -. e . ... l t i f t \ ROAiD CONST, tr ,•t• r -, _ f I 1 I \ \ \ t I ! ! `\ _ \\ '\ \ 1 \ c 'S. 1 ! { i/I •I 1 I^ t 1 I I r r \ \\. _ --- �� .\ I \ \ \� lIfs.,,-..- .. -.._ . •�. •,•,• -- \\ \-- _ \\ \ \\ \ - I ) / - ._... i I11 It r_-__-__ ,\ l i 1 r a \ _._ `\ \\ - ff fits•,:;: \'\ `\ \ \ / r r - 44O r I r! % / /n , I' I " \ -- . .,.' .�' \ 1 \ \\ \ \ \ '\ // f' / I t I I e f I - \ __ _.- -_ I _ /� \-`\ `\ :�, ,n,-''s_'1.._\'.:+ r•"• i \ "\\t'\ \ /// \ !\ _. / 1 • ! f / 1 1 \ t^'..- r \ I r �/ ] I \ '\\ `1. \ \ \\ `\ I /' \ \ S \ _f f/ _. l /! / { , •S ,\ .d i ar yyC 4r // ! N't •t^ 'A. ! T 1 •H t tY- w:R�r I"'w•.t•. .�.,-.:�_.,► ''L__ ..`"�,'. 1 t % _ J' I t 1 t V ..,....... r__ '`sa!,!S. / i' ^•f+ :u� { / t' _ / t •L "' li .I�n \ \ J.• •Y F r , u „ t • r' I •{s Y t •i. �w•�^ •w.. r ! -.R` % � b \ r f E `\ 11 t / - _4` iLOT •k \ \ w'. •' • ''?� .` `.. r c / :" a .. _ i� / i __ i t *010 1 / / t i t 'ia: r: r r ♦ �A l / "1M •l I11 •z. I '"a .+ 1 a :A i IIN , r�e• - \.. ;r n, E 1 >. f w..,. t 1 i - 'f Jr• - N 4' M 1 _ _ w•. // fit' - ry•:•ice` 111�7Y: •it. ,•S• \ •l'r:l A 1 1 4 % \ 'S •Y•• 1. _ ./ Y _ f�' .�s t 'h• R .. r A•' ��'t: /' •'tom `'Y \ 'L w•.Yn f 1 \ J.4 .i.;Y• r Y „1•w L _ __ _ it \ _ / ... Wit\ r:~ .. ,f• _ ! ! ! :, v I 4 r;Y �b Y� _ J.. J•• 4'� I t" .� nw� t" .i r C •P -.r•. I. 4 �`'/ / r •f::• n• i 1.y��♦ '. .` "t• - •. ,. -.. .. .-:. .:' •:. `•.fit: ••,.• �t.., �. __ ,.._ -•_._-.. !'. W 1\• .11A J t 2' r. 1\ , i .y - t \ { !' '/ \\ .•j n r•• t R E^ �l f f\ t'7CIC fi �. / - T, nr •� r- ., �1S r, ' \ !� 11t�4! 1�T7�„' 4`"• l.7�i YN�lltlia�a�ay.�V,n�Rfl<� !: �•/� p� '•�,:;•.. !!� °• - , ' l �,"�^._ ,'w 4 44i ( A1fING LIMEYS ::k`4• / WIT QRAOE ALL ( ,._" 1 �. Tf _ 1 - r ___ _ •� .:.�• DISi1lI�ED ORdJt11D I .. -. .. -\ - - ..M:,:..\.::• -- .. .- FOR D CONST. ��•�' ,F .�•^� ROA ,• 7� 7� x \ ,. o SE�i'i CONTROL FENCE __.- .._ o .,�;;; `►�:,. �' � - /' / - ti. Of8TISm GROUND , \ a ::4 e __ - -- - -- -'____ - . r Y �' INSTALL.t�NSTRUCTKIN ROAD0 w \ W" -..__ __ ..._.._ , � • • 0 __ =_ "� \ ENTRANCE PER DETAN. -,_'\ a -� - ___,._.__- ,µ,�. s. 1.55". _ YYYY'�r`� _ .__. 410 %r ht_. .. % �\ Xr CONSTRUCT 60' X 30' X 2' DEEP M► EAR. - . . - --'- -- , _. _.__ _ _ _.,_ 42O �1 w SEDIMENT SASMI & DIRECT ALL na m=hg .24a i/ ,_ __._ ` ;�, �, \\\ 0 1�■ 1?Mee '\_._ 1 JDa �.%, es RUNOFF FROM CONSTRUCTION - _,.., - - ,_ - -7-__- . , - ::: -__-'__ `- - _ - 5ITE INTO BASIN - - _ B V. \ \ -...._.__ EAT �;_., \ 10 - - - f .�.. - _ f s_..__ ' ' ,i ti _ _`, .. - __... :''`.'IV.* - JI SED*Mff CONIROL FENCE �rF. �� Fit •�• f tf v .° Lar rt 44 _ %" DISIURIIIED I DM GRADE W,AM r ` ; }N f\ \ -�.•,`.�+��• ,;' /c OON1ROt FFJICEf DM GRADE W ALL t ,ij',• t \\ '\ -�,•/• !,• T CSC '. w. 09 DISrJM GROUND . ROCK CHECK DAMS SEDIMENT TRAPS Ctyp.) ;;�-. :••..J// . OMKI ' '` SEE DETAIL FOR SPACING •!..'>_i:�•r' -1 f' ,I\ ~ `\ - 4 ix• 1111111111 Ill ua 'y' mm ,`t"r"�`•t��.. \ EAT 4}O\ c z ». 420 n I j ?� r _ t / -_��.. 4W _ ,.\ i Y ',:.' ! t 1 \/ 1\\\ I MAY 7j 0 -- E : ,` _\ \ - eL�a.� r-too► n&V^3 av RDA© I ` f DAIN�TERV�AL - 2 FEET '�""```~� NTAIN ROAD/ I WEST MO S"" ALPINE DRIVE IN PREVIOUSLY APPRPOWD PHASE 1 I----- mm" . ww a ww " SHIMSOP9 ' CERRONE D? DWG. NO 05026-S7 - II Wo o m HEAVY DUTY PRECAST COVER w CCENTRIC 8 ZHOLE USE �' 2 C OF GRATTERVTATION OF To MATCH%OF ALE. c TO ADJUSTan vi N " Lelr sleE QE ROAD AD&= IQ_l!IlAgR MAN W go S CL C PROVIDE SILT FENCE AROUND CATCH BASIN =" UslENTRIc t:ov� to As o WATER d----..-- ---� CONTROL PLAN UNTIL PAVEMENT IS PLACED AND GROUNDCOVER 50'-0* RIGHT OF WAY o Z Z Z o c� LOCATE QM L. AND INLET PROTECTION AS DETAILED ON EROSION 3 � � 1' AWAY FROM WATER Atl�l AS PRACTICAL —tVER dt DRYWta1. RATED FOR H-20 LOADING t� ty 0 s HAS BEEN ESTABLISHED IN R.O.W. cN>' HEAVY DUTY MANHOLE FRAM & GRATE N i' QUEENSBURY WING STD. BY SYRACUSE CASTINGS 2 41 W W 11 -0 `� :• __t. OUTSIDE OF PAVEMENT USE SYRACUSE CASTINGS FRAME & GRATE 6 24—C r » w TRAVEL LANE 11�-0� N Q Q MAX. a BRICK & 2—0 2—0 Q cL2 42. Q' MORTAR ADJUSTMENT !0' UTIL. EASEMENT 00 o c\c \ s WING SWALE „�._•—•� o 0 0 0 0 BACKFiLL WITH (NATIVE 3 1/2M ASPHALT CONCRETE 4'-0, 6t� F,— 01 � BASE Cou SOO. de TOPSOIL —1 1/C2"�COMP COMPACTED BINDER TOP NYSDOOT ITEM 403 6 TYPT 17M 40&13 TYPEE 6 �> �u\j rn N \ 0 e rf.r Ile Er DIA. PRECAST 08 ° CONCRETE DRYWELL MAX, ALLOW 6" TYP. gtApE TO DRAIN �� FORT MILLER OR 8' DIA. SL 1 ABLE EQUIVALENT 1/4—M. MIN. ALLOWABLE �- SLOPE :::..... ... ... . ,....... � r •a g� ......... ... . ................................................. ................................. ELECT. p�� CABLE a�T• S.. 1 yp R t r 9- �q ONE G A 9 do AS , � y •J B b•. u ern [��/f////� OV LOVE EXCAVATION WITH FILTER FABRIC BEFORE 0 PLACING STONE DRYWELL — LOCATIONS INDIVIDUAL DRIVEWAYS SHALL BE 8" EQUALIZATION PIPE SHOWN ON PLAN ! 70 ADJACENT DRYWELL �,6 AS bu COMPACTED SUBBASE (SEE DETAIL) GRADED TO MEET PAVEMENT ELEVATION ;J e �II TO BE SET LEVEL E AT OP OF WING. IN NO CASE SHALL. •• � RANCOR SUR—LOK OR EQUAL PAVED DRIVEWAYS BE ALLOWED TO CUT OUT e STONE FILL SHALL CONFORM TO WING SECTION OF PAVEMENT. 10' DU. NYSDOT STANDARD SPEC. SECTION WING—TYPE a , l PRECAST CONCRETE FOOTING, —� 703-02, COURSE AGGREGATE TYPE 3 COMPACT tN s' OF Q5 SCALE ( BASE COURSE — MINIMUM DEPTH le NYSDOT ITEM 304.05 TYPE 4 TO BE COMPACTED IN TWO UFTS DRYWELL DETAIL ' NOT " ' TYPICAL ROAD SECTION a w s NOT TO SCALE W >M �t �o �o �7 z l TOPSOIL. OR PAVEMENT SECTION � x W A T SUBGRADE ELEVATION w •� . .• •.r.O•• 'v: •. -!I{-III •`�,:.•••� •_ ...•'• .. :.; ••:• �,.1- III TRENCH BACKFILL UNDER PAVEMENT USE SUBBASE MATERIAL UNDER LAWN. USE EXCAVATED MATERIAL '�I I I ICI I �=5� • �:7�w:�'-.�'����•��+i' �� I� � � a � UNDISTURBED SUBGRADE I 1> III' PIPE BEDDING MATERIAL W -III `i I SAND OR FINE GRAVEL b ,� I STORM DRAINAGE PIPE � R� EL9V ' 48M SEE PLAN FOR SIZE AND ELEVATION HMN M STA n 94 90 pyl STA 0 soft" III I PW07El: Ka ".67 Ww1,,E=:: .. . » PVI STA = 2+M9 6 e PVI ELEV = 4Wk'25 $;;.. m.� `' �` ALA • —7.0 NNW STORM PIPE. TRENCH DETAIL , K 9 FIRE HYDRANT NOT TO SCALE (00 STA. 9+35 PVI STA = 1+3&93 i 'r GRADE AT UNPAVED PVI ELEV = 40527 AREAS — RESTORE TURF ALA K = ON FIRE HYDRANT I ioe.� vc i STA. 2+41 HYDRANT 'T' WITH LOV POINT ELEV = 4060 s I ; I I ! ; i RUN CAPPED AND I I LOW POINT STA = 0+38 � � i � � i i � � � THRUST BLOCKED PVT STA 0+37 PVI 8 = 4OWZMW I COMPACT BACWILL IN 4� A'D' S.00 1 s k j 6" stP WA[ER MAIN I r II I�i Ir LIFTS TO 95% PROCTOR K = lOAO iOR #t de � DENSITY I 50.E vC I ' ! ; i ' I } STA 59 i I � O•e I {{ } RIM 419.64 ! i O FILTER FABRIC ! t DRYWE'LS #3 & #4 I f C ! STA 5±f•08 ! � I � s # I j I i RIM El" 417.76 CRUSHED STOLE I f i i � 1 STA ELEV 416.3 PERFORATED HDPE PIPE �+ 3' MIN. I • 4 i i i ' i i I � I i I � ! � I 03 INFILTRATION TRENCH NOT TO SCALEfia- j DRNVNUS #7 db #51 STA 0+86 DRYWELLS /9 `de0 RIM!ELEV 403.51 CONNECT TQ EXISTING i STA 0+32 RIM EIEV 402:25 16" DIP WATER MAIN W/TAPPING SLEEVE & VALVE De* MAY 7,2W � h r BcdM A6 NOITED 0+09 I+011t 3f00 4+00 3i00 6f00 7+00 low 9+00 10f00 !tom S... APRES CIRCONLE CI S �n T HORIZ. SCALE: 1*=W VERT. SCALE 1 NEW HMW ASSEMBLY- CENTURION 2250 OR EDDY MIA' - W* C ' '--1'-0' �{-• 3'-0' II' MN. 5» v�4Of TWO a 1 MPUMPER NOZZLE� HORRONTAt FITINrG3 Z o 0 HYDRANTS 10 COMPLY VM QU�lJRY WATER BEARING AREA (SQ. FT:) NOTE $ DEPARTMENT � sr 1NHE /0 STATE STANDARDS ALL WATER MAIN INSTALLATION 70 BE IN CONFORMANCE � m W � 2GRAM 0 FOR WATER wDRK� AND AWWA C-602 . PIPEWITH THE DESIGN dC CONSTRUCTION STANDARDS OF AR ARE TURF g » pt��) SMALLER O w � �-� THE o g o W cAPs TOWN OF QU Y WATER DEPARTMENT. CONTACT THE w FiN04 GRADE WATER DEPARTMENT PRIOR TO COIlAlEi MG ANY At t `4f Y jTCONSTRUCTIO14 OF WATER UT�,ITNES, z z m ; r V-W NEW MAW"SUBBASE MATERNAL. NY&W VALVE BOXT AND 5.5 4 l j IFIED o` OK14- TWE 2- COMPACT 10 25X MOD PROCiDft -- •; (TYPICAL IN PAVEMENT. "ADM DM !DRIVEWAY AREAS) EXIST. GROUND SMALLER PIPE LEAKAGE TESTING & DISINFECTING (ujN W z W W WATER MAINS SHALL BE WATER IES1 N ACCORDANCE ►M AM CQOO Z Q NO7ESN -"-SECTION 4. AT 1.5 TiMES DESIGN WORKNO P FOR A MNIMUM PERIOD 0. q V OF 4 HOURS• LEAKAGE SHALL NOT EXCEED THE UMTS SET BY AWWA CBOQ GA1E VALVE-NR8 �.�V THIS INTERNAL PRESSURE iS BASED ON OL P310 WATER MAiN SHALL BE FLUSHED AND OIS�ECTED iN ACCORDANCE HypRANT IXtANi �'� �' tAVEIt fNTERNAL PRESSURE AND A SOS. BEARING CAPACITY OF 2000 PSF WITH NEW YORK STATE DOH STANDARDS AND AWWA C$51-92 PIK* 0) MACM BACCFILL W/ IF ONdNriIW M LAMBS VA T W IA M AIFACE � TO PRESSURE TESTING. THE TABLET 1�HOD OF DISINFECTION O O o 0 0 0 PUS IM O S AND ATTACH BRASS 10 N .� ... ..- EXCAVATE TRENCH TNDTH MAIM �N' N10RANT STAIN CRIW IS Pillfif7® vARE8 REQUIREMENTS OFCONFORM TO'5000� CONTAINTED N AWWA-C-63f MUST NOT BE USED. p � � �j MIMMUM TO PIPE PLUS 10 FT. - `4 P'�SM b 4 MAX. M.J. GATE VALVE A�BE CLASS B����5• N 70 BOAC MOOPIRD 8' 0000 f\ v7 O`i tN„ C`f t0 PROCROR ''� CONCRETE • •.; .::,' • MECHANICAL �. .: �$o JOINT CAP pre unn in mokIlma TO tt1H"ABOVE PWE. PiT F� � = � � 4� M.J. ANCHORING CouPtlrHe o �V HAND BACORI, rx'LSR WifH S70NE M.J. ANCNORNO PIPE w NEW TAPPNO SLEEVE CONCRETE PIPE �BTM�DRq MAIERW. e s a A , TYPICAL HYDRANT INSTALLATION 1. 01, AT ODNaNETE WALKS AND i% sAWlxrr NOT TO ScKE CONNECTION TO EXISTINOT Nslows R MAIN 8 DES AND REPLACE TO MATCH E ON UNDISTURBED LNG 0 SCALE BEARING AREA �G iM E WATER PiPE EXCAVATION & BACKFlLL DETAIL � �� �� wrro BEND DEAD END ]EEC _ TYPICAL THRUST BLOCK DETAILS �M �T 8" • 4 R lHiI311 P�tI 3T'A • 11+4@A!S lc NOT TO SCALE PVi STA • ii+�f8A3 PVt 8" • 4fti4 Q AIH. • -1.',li9 PVI STA • 4+Nt K • G"7 V� PVI ELEV • 416M 1 vC own 61MDt AD, s �,� A>xas PLN10 K s 3P.43 .fit �i�NF' r 3MOO' VC pax low afMr eroP FIRE HYDRANT p STA. 11+35 � N�4 ALL SERUC£S SHALL BE METERED N ACCORDANCE wnH aRY { i i f { WATER DEPARTiENT STANDARDS MISSIONI i ` HYDRANT 'T' WITH ! I I RUN CAPPED AND at ft >n /C0► As { j THRUST BLOCKED +UZ sago Data s�oac Olt at frooT v+ooc M�1NI CURS STOP WITH BOX _ E i 6' p1P WATER ' aQs NOT TO> E i { ! �1 #12 ( b z 10 I 1 ( { j STA 9+w I W DRYWELL$ #13 & #14 RIM ELEY 419.97 { i I STA 7+30 i G� i ! ` g RiM ELEV 418.47 i ( 0000 STABWELLS 8+50 � A �g404 EXIST. Mourn ti ADJUSTABLE PVI,STA • 1+35.�f VALVE BOX PVI ELEV a 3IK74 AJ L s 7.00 ( ( ` K • 174% YWELL5 #17► #18 i A 3+93 j f , GATE VALVE MATH ( I 183.00' vc } 1 M ELEV 408.91 { j t I t t NON—RNsw STEM - i LAW POINT ELEV s 1 . LOW POINT STA • Ot { .. ! ( t I I ( ! 4 PVI STA • 0+37 PVI ELEV • 3OL78 � ( 1 i ; 1 i I , AA,, I f i ( S 7 l t 1 W vc cr "m VALVE wam Is NOT�10 REST dH VALVE Mf PIPE LNG. { ( 1 1 DRIVL i ' ! { t • ISALPI E VALVE INSTALLATION DETAIL � � I � � � , NOT 1O SCALS � ! ( � j I ( t f t � 3 I i i � ; s ; i ' REVIOUSLY ' � APPROVE P f SEE UTILITY PLAN S-4 FOR CONNECTION TO � t I � { t � ` � j ; j � � 4) •� EXISTING 24" MAIN l wry, �ij y ! ( { i ( ( ; ► i i { w `�' t '1�r 1fG1i.� 117 R . ( t i i i I ' 1 ' ( ' t STA 1+00 DOYWELLS #23 & `#24 RIM ELEV 383+58 STA0+32 RIM ELEV 382A8 ; DRYWELLS s� & � { I ' f ; STA 0+74 RIM ELEV 3�63 4 i I k i DAdo MAY 7,2W &� A8 N07W ung 7 1+00 2+00 34W 4+00 s+o0 6+00 1+00 9+00 9+oD L0+00 11+08 18+00 13+00 S-7 ALPINE DRIVE a, aaaR� HORIZ. SCALE: 1"=50' VERT. SCALE 1"=5' CERRONE D?"`' z 05 IIiI k Lo :3 Z -j as is # z WASTE SEPTIC TANK SEPTIC "ANK DISPOSAL FIELD BEDROOMS FLOW (MIN. CAPACITY MINIMUM LIQUID TRENCH LENGTH C4 10` MIN. TO (SEE NOTE 1) tg :* MCnMCjANK G.P.D. GAL.) SURFACE AREA(S.F.) PERCCLAm PAT(mmm) ti S (SEE NOTE 3&4) 1-5 6-7 18-10 11-`15 16-20121-30 11c 2 220 1000 27 92 110 123 138 156 164 a S 3 330 1000 27 138 165 184 207 238 270 2I-004F 4'-0" 4 440 1250 34 184 220 248 275 31$ 367 0) 0 GARAGE 5 I550 15 W 40 1230 1275 306 344 1393 489 1C\ 14 N NZ w Y � o HOUSE 6 660 1750 47 rm SUM 367 413 OFvm " 04m5C NOTES, 3. TANK SIZ RIMIMMEN13 M MORE THAN 8 BEOROOMS SHALL BE 1. TILE FIELD 70 BE 1OW OR MORE FROM ANY NOTES: CALCULATED BY ADDING 250 GALLONS OF CAPACITY AM SEVEN SQUAW FEET OF SURFACE AREA FOR EACH ADDITIONAL,BEDROOMi 4% F A OAFWAE ORII till LAKE, SWAMP, DITCH OR WATERCOURSE AND 10' 1. EXPANSION ATTICS. M ARE OOLMM AS BEDROOM MOM IS PROPOSED, 'THE SEPI TAW SIZE SHALL BE d:r) I OR MORE FROM ANY WATER LINE UNDER PRESSURE 2. ASSAM USE OF CM CONFORMING PLUMBING DEMO INCREASED BY 250 GALLONS AM THE REQUIRED SURFACE AREA BY 7 SQUAW' 1211 TO 1911 WITH 1.6 QPA. TOILEM AM &0 O.P.111, FAUCETS FEET.A GAS DEFISCTION SAM OR OTHER ACCEPTABLE OUTLET MODIFICATION AM ,-N, AM TIGHT JOINT e PIPE FILL 0 SHOWER HEAM A DUAL COMPARTMENT TAW(OR TWO TANKS IN SERIES) ML ALSO BE REQUIRM MIN. 2. FOR SEWAGE PIPE BETWEEN HOUSE DRAIN AND DISTRIBUTION ON SLOPE OF I 1,C /FT. BOX USE RIC40 COPPER, DUCTILE OR CAST RON PIPE, OR S. ONSIME WASTEWATER SYSTEMS WERE NOT DESIGNEI) M ACCOMMODATE EXTREME WATER WLIRATM CHAMBER SYSTEM 20`-0` BASEMENT WALL SCHEDULE 40 PVC W17H CEMENTED JOINTS. USE RXRIWS SUC4 AS JACUZ3/SPA TUBS AM WATER TREATMENT EQUIPMENT. /-EQUALIZER 24 OR EQUIVALENT. 31 TIGHT JOINT r PIPE THE INSTALLATM OF M*-CONSERVING WATER FIXTURES OR EXTREME WAM ON SLOPE OF I/Ir )IFT USE FIXTURES IS CONWIRY TO THE APPROVAL OF THIS REALTY SUBDIVOK SEPTIC TANK 3. HOUSE DRAINS SHALL BE FOUR-INCH MINIMUM DIAMETER CAST 1c m c TANK IRON OR RIGID COPPER, TIGHT-JOINT PIPE AND SHALL EXTEND AT SEWAGE DISPOSAL SYSTEM SIZING TIm )ISTM 1 TION BOX LEAST THREE FEET BEYOND THE EXTERIOR OF THE HOUSE FOUNDATION. H PROVIDE SOLID CONCRETE ABSORPTION IM0 4. DISCHARGE FOOTING, ROOF AND CELLAR DRAINAGE BLOCK SPLASH PAD UNDER C AWAY FROM SEWERAGE SYSTEM. iht INLET PIPE OF EACH 10M ICY MR 50% EXPANSION ,AREA DISPOSAL FIELD SHALL BE CONSTRUCTED WITH TRENCHES PARALLEL WITH EMSTING SITE CONTOUR UNE& VM% PROPERTY —, LINE S. FOR RAISED ABSORPTION TRENCH SYSTEMS 10" MIN. HORIZONTAL SEPARATION DISTANCES SMALL BE INFILTRATOR ABSORPTION TRENCH SECTION MEASURED FROM THE EDGE OF 7ME FIU- N.T.B. SEWAGE DISPOSAL LAYOUT NOT TO SCALE D151UIM AREASMEMIMY MNOR97M TRENCHAFTIR offixam sysm FINISHED GRADE Ho (SEE STANDARD ABSORPTION TRENCH DETAILS FILL, MATERIAL SHALL, BE OF SAME p 1 AT RIGHT FOR DIMENSIONS & REQU11MMITS) 14 1 PERMEABILITY AS EX WMG MIN. Ho if IRS 0 UNDERLYING SOIL —F 1111- &a a(r Mkh), SEED AND GR WE 70 01 SEED CROWN 19" MAX cc rA c*2 w. I MULCH SEPTIC SY51EM AND ALL 12" MIN. Vill DISTURBED AREAS IMMEDIATELY AFTER INSTALLING SYSTEM t 04 INFILTRATOR CHAMBERS (M TYPICAL MIA0 DRAINAGE SWALE -5, > ON UPHILL SIDE: MAX. Z sm 0 NN;IX �lZ x X X k" am NN"� BIDTTDM OF TRENCH f MIL SPACE FOR FUTURE TRENCH OF SLOPED SITES 9011 OF IREWN 70 BE LEft rn i. RECID. (50 REPLACEM8M 1. BOTH ENDS OF INFLVATM CHAMBERS MUST BE 2e MIN. TO HIGH GROLINDINATER, CAPPED MATHEND PLNIES SECURED TO CHAMBERS ROCK OR IMPERVIOUS SOIL ...... REMOVE LEAVES, L L R00136 PLANTS AND 2. ALL LA70MB 70 K OF EQUAL LENGTH. & MAXNUM TRENCH LENGTH 18 W FEET. Ir WL ORGANIC DEBRIS. PLOW SURFACE PRIOR 70 SPREADING FILL MATERIAL INFILTRATOR ABSORPTION TRENCH PROFILE -77-- -i N.T.S. USE WHERE SEPARATION BETIMEEN EXISTING OROUND AM SEASONAL HIGH GROUNDWATM, BEDROCK OR NMtVICUS Vr 2r MET. SON. IS LESS THAN V BUT GREATER 7" 2% PERCOLATION EXCAVATE E)WnW RATE OF Oft'MG SON. MUST BE FASTER THAN 60 MINUIM PRIOP TO FILL PLACEMENT MIA)MM SE490M HIGH- GROUNDWA110t ELEVATION NDTE*.- CAREFULLY SELWND FU MATENAL, WELL GOIDIED UMMY&AM SHALLOW ABSORPTION TRENCH SYSTEM DETAILS ARE PROVIDED FOR BOTH STANDARD PIPE AND GRAVEL ABSORPTION I I OR VEIL GRAMLOAMY SAND GRAVELS. C00AINW A MINSM OF NOT TO SCALE 01 01 0-'ETAII C IOX SL7S ON CLAYS, NO ORGAW NMI m AND NO SnLID O&EM rFTRENCHES AND GRAVELLESS INFILTRATOR CHAMBER TRENCHES. EITHER SYSTEM LARM IMM r DIAMEM IN PLACE PERCOLAIM RAM OF 5 TO 00 W .0 Is MOMES, COMPACT ML IN r U"Vm LOW amIND SEPTIC SYSTEMS ON LOTS #2. f13. & #18 SHALL, BE CONSTRUCTED AS MAY E TRACK MOUM DOM IM-PLACE POW"101 RATE SHAM N VERIF`IED SHALLOW ABSORPTION TRENCH SYSIM AS DETAILED ABOVE MAY BE USED FOR SUBSURFACE DISPOSAL SYSTEMS IN THIS SUBDIVISION. BY EM(NNEER NM PLACMff OF ML NO WON SYSTEM IS INSTALLM pq GRAVELLESS CHAMBERS, IF USED, SHALL BE INFILTRATOR 'EQUALIZER 24% MODIFIED SOIL SYSTEM DETAIL wriong CULTEC *CONTRACTOR EZ 24% RANCOR "PRO 15 NARROW OR EQUAL WIDER z sEp-nc ;7mm' ON LOTS #% P. PTO, ri. P2, ro. wil #A 424, & #25 SHAIL BEE CONSTRUCTED AS MODIFIED SON. ABSORPTION SYSTEMS AS DETAILED ABOVE. CHAMBERS MAY BE USED BUT WITHOUT ANY REDUCTION OF TRENCH LENGTH. Ll U* W ca CONCRETE OR STOW z AOOVE ALL COVERS RECOMMENDED. ORECOMMEND ALL ACCESS & CLEANOUT' ��w BE RAM TRENCH 8AC*XL SHAM CONiTAMFINISH GR ACCESS NO SOLIDS LARGER THAN 1= MA)MM APPROXMA'TE HATCH CROSS SLOPE FINISH GRADE APPROXIMAX INLET BAFFLE Ir MIK COVER OVER 3 INCHES IN DIAMETER ON SLOPED SITES FINISH GRADE ALL S7RLCrJRM FOR SETTELMENT L GROUT WITH NON-SHRINK ry FORT MILUR Oft ,,--OVERFILL TO ALLOW GROUT (Typ.) ELECTRICAL BARRIER MATERIAL. 70 BE U JUNCTION EQUAL BOX F EARTH PERMEABLE CE01EXTILE 0- FILL. M1w Im OR EQUAL(31 rn a TERMINATE ALL Pr -to Mft LATER 4) Rim W/*MK WALL ------ wdeL ir MK [ATER& 0 SMERS ;1 PUMP lir MAX a EXACTLY THE SAME 3le TO I I I:r QUID LEYEI. GRAVEL ELEVATM WMW CRUSHED STONE M DISTRIBUTION BOX t/"46"PEIMIDOT (m or LEVELERS 24!* MIN. 0 IMF 'RW ALARM ON E NOT 70 SCALE 61COURAGED) % FORCE MAIN SEPTIC TANK PUMP ON DIA. P OR MAXPAIM SEASONAL HIGH SOB. - - 40 aC BY FORT MILLER o POLYETHYLENE PIPE OR E BAFRO IMPERVIOUS OR EQUAL *ro RECOMMENDED ECK VAL, 311r WEEP HOLE -x x PUMP OFF E (IN PLACE OF BAFFLES] STANDARD PIPE ABSORPTION TRENCH SECTION >. 0.0 SEPTIC TANKS WITH "IT BMW 39 11 NOT TO WAV TLCLIQUID LEVEL MUST BE IES1 :3 3 go CONCRETE TO BE FOR E*X7RAT1ON PRIOR TO 04 0 ACCEPTANCE BY THE LOCAL OWE us TROWEL FINISHED E-4 as D*MRCEMENT OFFICER 4!-W I.D. PRECAST CONCRETE 10 - �Is.. AL BASE_/ _MERCURY FLOAT EFFLUENT PUMP MANHOLE V47H INTEGRAL SWITCH TOPSOIL (C fflf&� SEED AND AND FLAT SLAB TOP. WEIG14T MULCH SEPTIC SYSTEM AND ALL AS MANUFACTURED BY FORT MILLER Nyp-) 1414" 2X WIDTH OR EQUIVALENT MAXIMUM 49 VIDTH INSTALLATION OF DISPOSAL FIELDS BARRIER MAIERIAL DISiIUR9ED AREAS IMMEDIATELY (Na LADDER RUNGS) AFTER INSTALLING; SYSM EFFLUENT PUMP STATION MOTTO SCALE 1. CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWN% Ir MAX AND SHALL BE IN ACCORDANCE MTH THE N.Y.& W rs DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD =%AND 00 (MAY K OMrM IF SIX GRAM PMI QUWN CONNECM) ASTM F481-76 INSTALLATION OF THERMOPLASTIC 0000 CORRUGATED TUBING IN SEPTIC TAW LEACH FIELM r MK PROVIDE ;r SAND OR WC00 1. PUMP M K EFFLUENT PUMP RATED AT A IMMM OF 20 GPM go WL PEA GRAVEL, UNDER TAW AT ACTUAL,DYNAMIC HEAD RX SPECM INSTALLATION REWWOOM Z NO HEAVY EQUIPMENT SHALL 13E ALLOWED VOTHIN THE LIMITS t z SEPTIC TANK PUMP TO W W"S EFFLUENT PUMP OR EQUAL OF THE DISPOSAL FIELDS AFTR PIPE INSTALLATION HAS BEGUN. n 0 MIDT TO SCALE 2. PUMP CON111ft PACKAGE TO BE SUPPLED BY MANUFACTURER. & AFTER EXCAVATION r WOE TRENCH TO THE DEPTHS E CREMI& 0% r9i es f% fit fs ft n ift rs n n a a Al AUDIBLE AND VISIBLE ALARM TO K ACTIVATED 13Y MAW FLOAT THE WALLS AND FLOOR OF EACH TRENCH SHOULD O AND RAKED TO ACHIEVE AN EVEN SURFACE AND TO LOOSEN SMEARED SECTIONS OF TRENCH. -ORAYED PIPE A 4. FOR PIPE SYSTEMS, PLACEMENT OF CRUSHED STOK PERf AM GOTEXTILE FABRIC S14ALL BE AS SHOW AND CARE SMALL LEVEL 11WW BOTTOM BE EXERCISED TO AVOID INCLUSION Of FINE GRANO SOILS AND SLOPE Pa MR 1W LATERAL. SEPTIC TANKS OTHER WASTE MATERIAL IN THE STONE AND PiPF- Man& 5. THE PIPE SHOULD BE LAD AT THE GRAM MO TO THE 1. 80 OF AM DMIRIMITOR PM MUST K RELATMNSHIPS S14OV84 ON INIS DRAWING, MAINTAINING STRAIGHT 11. ALL UNr1S SHALL COMPLY VM THE REQUIRENAENTS OF THE NEW YOM CONTINUOUS GRADES WITHOUT SAGS, HUMPSEPARATED JOINTS PLUGGED UNLESS INIERCONIMCM STATE DEPARDANT OF HEEALTA AND SHALL BE PRECAST CONCRETE OR O'IHER UNSUITABLE CONDITIONS, THEh SHALL BE LAID I ALL LATERALS TO K Or EWJAL LEWK Delp MAY 7,2W AS MANUF`AC`TUWD BY FORT MUM OR EQUIVALENT. INSPECTION' OF SEPTIC SYSTEMS MTN THE HOLES DOWN IN ALL CASM 3, MA)MM TRENCH LENGTH IS 80 FEET. I ALL I"ON FW4 COMPACT SAND OR S GRAV000MMAI J EXISM FOUNDATION CONDITIONS 8. FOR INFILTRATOR YSTEMS, THE BOTTOM OF TRENCH SHAM BE LEVEL ft" A9 NOM me unuffm STONE SALT,BEE PLACED AS THE SANITARY FACILITIES ON THE LOTS IN THIS SUBDIVISION SHALL BE INSPECTED FOR PRIOR TO PLACING THE IN UNITS. UNITS SHALL BE.INSTALLED STANDARD PIPE ABSORPTION TRENCH PROFILE NECESSAW" TWO%CWMW*TA STABLE FOUNDAIM COMPLIANCE WITH THE APPROVED PLANS AT THE TIME OF CONSTRUCTION BY A NEW YORK IN ACCORDANCE W11H MANUFACTURERS RECOMMENDATIONS, MANUFACTURERS 3. IN TRAFFIC AREAS SHALL BE EXTRA 14EAVY LICENSED PROFESSIONAL. (PE., RA, OR EXEMPT LSi) AND WRITTEN CERTIFICATION TO THAT END PLATES SHALL BE SECUINLY ATTACHED AT INLET AND END OF EACH TRENCH. NOT TO Samx mmal"m so AM H-20 WHEEL WANa SOW CONCRETE BLOCK SPLASH PAD SHALL BE PLACED UNDER THE END OF THE 4. DUAL COMIPARIMENT TANKS OR TW TANKS IN M I IM ARE REQUIRED EFFECT SMALL BE SUBMITTED TO THE NYS DEPT. OF HEALTH AND THE LOCAL BUILDING CODE INLET PIPE INTO EA04 TRENCH. FOR TANKS VAIN AN INTERIOR LENGTH OF 110 FEET OR MOPE. ENFORCEMENT OMCER WITHIN 30 DAYS AND PRIOR TO OCCUPANCY. S-8 S. ALL �&FIELDS SHALL BE GRADED TO SHED RAINFALL DIM" S. ALL JOINTS MUST BE SEALED. INSPECTIONS SHALL INCLUDE OBSERVAT113N 13F ALL PIPM TANKAGE AND ADSORPTION LATERALS. AND TO DI T SURFACE RUNOFF FROM ADJACENT AREAS AWAY RECORDS SHALL BE MADE AND K41NTAMM DETAILING THE LOCATIONS OF TAW ACCESS, FROM THE DISPOSAL FIELD. DISTRIBUTION BOX ANSD GENERAL LOCATION AND LENGTH OF LATERALS. 7. NO PART OF THE DISPOSAL FIELD SHALL BE INSTALLED llfr4 o" UNDER P CERRONE D4? Dft NO. 05026-SRO