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CASING OF GROU P. sT F tI D MINIMUM REQUIRED DEPTH T FNFILTRA ON TRENCH BASE EL 7.5 `6 0 2 -5 N8..5 :� .3 11 - TOP EL.24 . PROP.Y ETATEO 38 7 . 961 \ \ FOREBAY., .S' PONDING EPTFI WATER SUPPLY WELLS SHALL BE BEROW.TR CH CONSTRUCTED IN ACCORDANCE WITH PROP.s'w ocx THE STANDARDS OF APPENDIX 5-B SUBMERSIBLE PUMP x OUTLET'W1 R' OF THE NYS SANITARY CODE TOP EL.2412 u o N yq3 PROP.PRIVATE ROA[! y r,8 W PAYED WIDTH Oluri �tx •s � PROP.15"HDPE �� �, Cr , tisr; 6' CULVERT,40 ._ ._ � A CULY �& IN V.S = D.O '; _'' yah• INV.2=238.0 PROP.VEGETATED a9 ° R.O.W. WORK $E Z 1�.... FOREBAYROADSIDESWAt�\- , '..; )) DETAIL) TOPSOrL,SEED&INSTALL g �, ......` ..;� .. REVIEWED&PERMITTED WELL V i I'1L fRO3iON CONTROL BLANKETS PROP:ROCK 'gyp WI WARREN COUNTY DPW NORTH AMERICAN GREEN CHECK DAM � �"-'-' - - :- ssp 0 IN OR QUAL {7 YFICAt) P !'"x" N TS 'x 2sa =-.yA'' '•. :yah , 255• . .'.'.' S •.253•• _ - - -- ------- ............. .-...5.5'55- •• � .... ....':.'.'.': 14 ......- ..�". .-�. ..... .252.. - 5555 - --------- -• .... ,--- 5555'......... ... .. ..:.... .............. ...5.5.5.5•--- --------- 5555- - ----.-...-,.. ..,. ... .............. A 2SI- : Grp.'.:._..'.:._..•2$9' :.'.Z48.:::. v.' ' f. !: P. W RO K R 260 ., .n t1Tt EI O _ •-'y'- POP;` EFA '. asa isp a PO TO` ass 23 tss O PEE U11,7`Ri: 1 PROP.ACCESS,UTILZTV Poi, �5 N &MAINTENANCE WELL EASEMENT Z'" OLVER ,20'• _ � ..... zax�� Y.l.. 38 Gn x z v z 4x:s 0 V Z - r 1M a�4' X4_ x art NOTE:PIPE ROOF / sr ;v i=rt ti ADER,S To ' L.AY$�L - ] 1 r►v. 'rRa NT►rF INFILTRATION 1.: BisS EG :'. ' IDP:::•: FAqErrY D• `�. TOR i`,243' f , x^f .. .. .. .•� - l .. .. '. ....... • •'1% 1 • - r L C7 �Q 2� A / �. .. PROP. /W TEMA E n B �� `.... .... EASEM TF It .O: . �. z 1 _ .. .. .......... r� r Q —— — r — _ - i Ln r - ........ s, �a ,, .. . S10 , • .. .. .......... ........... .......... , J fig► Sr O6, WASTEWATER SYSTEM MATERIAL SPECIFICATIONS DETAILED SUBDIVISION PLAN EFFLUENT FILTER EFFLUENT FILTER TO BE INSTALLED AS SANITARY FEE ON OUTLET SCALE. 1"=30' - 22/34 PIPE FROM SEPTIC TANK TO PUMP STATION TO BE AN EFFLUENT SCALE. 1"=60' - 91/17 FILTER WITH 1/16-INCH FILTRATION, POLYLOK PL--122. p #, # MOUSE SEINER PIPE GRAPHIC SCALE PIPING TO BE 4" SDR-35 OR SCH-•40 PVC. INSTALL WITH 1/4" 15 0 7.515 30 60 PER FOOT MINIMUM SLOPE. EFFLUENT SEWER PIPE IN FEET ) PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH 1/8" PER FOOT MINIMUM SLOPE. ABSORPTION TRENCH AGGREGATE STONE IS TO BE 3/4" TO 1-1/2" WASHED STONE. FILTER FABRIC FIL TER FABRIC TO BE 4.8 OZ/SY NON-WOVEN SEPARA 71ON FABRIC, TENCATE MIRAFI 140N OR EQUIVALENT. FILL MATERIAL FILL MATERIAL TO BE GRANULAR SANDY LOAM BACKFILL MATERIAL WITH NO PARTICLES GREATER THAN 3" AS DESCRIBED IN "FILL MATERIAL NO TES" TOPSOIL PLACE 4" MINIMUM TOPSOIL OVER ENTIRE ABSORPTION FIELD AREA. SEED AND ESTABLISH TURF WASTEWA TER SYSTEM COMPONENT SCHEDULE TAX MAP # 289.6-1-7 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED SITE PLAN COMPONENT SIZING& MATERIAL PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. SYMBOL A HOUSE SEWER PIPE 4"SDR-35 OR SCH-40 PVC 3 PER ENGINEERING COMMENTS 5/2/17 2 PER ENGINEERING COMMENTS TS 4/3/17 B SEPTIC TANK I250 GAL PRECAST CONCRETE -4-BEDROOM SIZINGINA 1 ISSUED FOR AREA VARIANCE & PRELIMINARY SUBDIVISION 5/16/16 �� Y EFFLUENT SEWER ntiL • D ISSUED FOR SKETCH SUBDIVISION 2/]f/]6 C PIPE 4"5qR-35 OR SCH-4a PVC P0, Vn�RE\j1E\JV No. Revisions Date f� DISTRIBUTION 6OX (b)HOLE FRECASf CONCRETEFOFOPC S rROCTIO T I Q� DETAILED S[�DD#11#S#O#1# PLAN �.O E ABSORP77ON FIELD (4)PIPE-IN-STONE TRENCHES @ b0 EACH-4-BE❑Roof slzlrvc �o� Prepared for: #LIAR REFERENCE Jot�rr M. Hughes Trust Dig ®Safely. BASE SURVEY INFORMATION PREPARED BY Oxbow Hill Road, Glen Lake Road & State Rt. 149 NewYork THIS SET OF DRAWINGS IS ISSUED FDR THE CONSTRUCTION OF THE MAIN SHARED ROAD Town of Queensbury, Warren County, New York El Call Before You Dlg AND ASSOCIATED GRADING & DRAINAGE & STORMWATER MANAGEMENT SYSTEMS. a D El Wait The Required Time DETAILED ARCHITECTURAL LAYOUr"S OF THE INDIVIDUAL RESIDENCES HAVE NOT SEEN & � Drawn: LWD Checked: GTH Scale: 1"=30' Date: 1/25/16 0 Confirm Utility Response COMPLETED. GRADING & STORMWATER MANAGEMENT SYSTEMS FOR THE RESPECTIVE LOTS S t,e y e S nee ri n M Respect The Marks ARE CONCEPTUAL IN DESIGN AND ARE TYPIC4L FOR THE FOOTPRINTS SHOWN. rT IS 169 Havi3and Road El Dig with Care RESPONSIBILITY OF THE INDMDUAL NDMEOLVN@R/BUILDER TO OBTAIN THE NECESSARY Land S-u ry e y a r S Queensbury, NY 12804 29995-01-S 3 www.digsafelyneviyark.com Vo��7Vnev`✓com APPROVALS AND PERMITS FOR THEIR RESPECTIVE DESIGNS. 169 Ravflaud Rosa $ueensburp, New York 12$04 Hutchins En (5f$3 7455-030 Phone Engineering {518} 782-8474 New York Lie. No. 60135 � � (5183 745-0308 Fax WATERTIGHT COVER . . 5' MINIMUM COVER 1$" MIN _.. '''=: . . . . . . POWER - . . . . . . . . . . . . . . ':'. . . FINISHED GRADE . . . . . . . . . . . T TO HOUSE . . , . . . . . ITLES ADAPTER IP 5 . . . = '� . . �i O MIN} \._... . A 2" ANNULUS OF NEAT CEMENT OR :::.. ....-. .\ .. .. ... .......... .. .. BEDROCK .......... ..... . ...... . _ ...... .... NTQNiTE GROUT 15 RE UIREB ......... / ...... MI i UM REQUIRED DEPTH OF GROUT 5❑ MIN CASING . , / .. 23� �� ...... . . . ...... -..... .... . .. . . ... , ' .. . . .... .. ....... X3;5 ... ...... ............ ... ..... . . . . .... .. .. ..... . ...... ...... . .... .. . . .. .. . .. .. - ...... ... .. �4 . \; ;..-::::. CONSTRUCTEDPINL ACCORDANCE WITH � .....:'-� .. ..... . .. .......... .......... .. . . ..... . .. ............ ........... . . .. .. ............ ti . . 4 ... - .. ............ ..........:.:: SUBMERSEBLE PUMP ,..... .... .. � ..... ........... .... OF THE NY5 SANITARY COD E -.- .. .. ....... ......... ..... ....... ........... ... , . .. .... .... .. ... .. ....... . .......-.. . .. . ..... ............ ........... . -- - -... ........ .. ... . . ... .... . . ... . ..... ............ .............. ... ..... ---- -.. .. ......... .. / .... o r3 j t7 . 86.•.. ri. , PRRP.4'W x 4'D x 'L -......, .G. SF LED' f `\ FILTRATION TRENCH \• ..-..". / , SASE E!.252 FOP EL,2Sb --- • . n T WELL DE 1 AIL 1 �J -� "; .� ......� NTS _ PRaP.VEGETATED 2 4��A L WASTEWATER SYSTEl�7 FOREBAY 1'PONDING �' •�` �� �, � DE BELOW TRENCH � �� `� PROP.F/fGETRTff3 (� n f FAR6;YROADSIDES ALE, COMPONENT SCHEDULE _ PROP,S/ TOPSOIL,SEED&INS LL : MAINEE ANCE fRaSIDN cDNTRaL NICETS SITE PLAN EASEM NT PROP.ACC .umny NORTH AMERI BEEN � COMPONENT SIZING& MATERIAL PROP.VEGETATED &MAINTf NCE 5!509111 OR A! SYMBOL �. . FORE AY I'PONDING EASElNENT _ z$:_;, \ ....z3s-::..::::..•::..::... ::.:::...... A HOUSE SEWER PIPE 4"SDR-35 OR SCH-40 PVC s DEPTH FLOW TRENCH : :-- ":- -•- •. 2s z�z.::....:..... s 259. _ ......:...... +n PRAP 'W x 4'D x 10% ._.,�--.... ...'. .zss.•:...:.-..-:.. 1250 GAL PRECAST CONCRETE .............. massa -•.. y..•:...::. . B SEPTIC TANK - - - �" TRENCH :, :: INFILTRA DN h }: BASE EL.2 2 .... .... : ,: :�� :..:::...::.. .•....,. f'' .. EFFLUENT SEWER ..-� -::.-: -- . TOP EL.25 — ':;,5 . -zs�" C 4"SDR-35 OR 5CH 4fT AVC ..� PIPE z5Y' ::.. J ....:r- - �.� .... :'',ry�q,,':- ''' ,,-�:y: ..�..: Fi LE PRECAST CONCRETE .w....-.. ...:•::.::•..:ti•.:::.. - �r�_ PRDP.12"HOPE D DISMBU77ON BOX (5) O :: �`.. _ CULVERT,ZS lFf ------- - P 2 x --- _ ............. - -: : INV.t- 254.8 a :::: 6. :::. ��:::::.: (4)PIPKIN STONE TRENCHES @ +� - v —253.8 IN .2 RP77ON FIELD 'r r.�...... 0 F ABSO - -BER M SIZING z .�- r �o'EACH D Go 1 ��q -� ''"' F :. 25& y.' .. ..:.:.... PR WASTEWATER' SYSTEM MATER - --- PROP.VEGETATES 1 25s FOREBAY, � .� - �_ --- ... -.. 2'PONDING DEPTH .. ..... EFFLL ENtVT FIFERR y...: BELOW TRENCH `,,{' rn d �..Idh' .... PROP.4'W�4'D x 20 f. TP-3 .. n a�.+. s - :: Td 8E INSTALLED A5 SANITARY TEE C}N OUTLET �- ........ n Y -- 2$g.':: EFFLUENT "' "' STONE FILLS ... h \ 11.. 11 11 1 x PIPE FROM SEPTIC TANK TO PUMP STA T1aN Ta BE AN --- ---- � E INFILTRATION TRENEH ' 1 1[ 1 FILTER WITH 3/16 INCH FIL TRA TION, POL YLOK PL—322. BASE EL.252 ` 11 1 . Q ::` :: : :: . : :_:::: :: MOUSE SEWER PIPE 1 1 � . ::zs9.. TOP E!.25& , Cis 259' .. 7P:...•::.. — OR SCH-40 PVC. INSTALL WITH / . 11 1111 ty PIPING TO BE $" 5DR 35 ] 4 :..:•:L'�/11 ..•... ::. \� a / PROP 11.. 1 11 PER FOOT MINIMUM SLOPE: oa VEGETATED 1..--11 1 :::.` ::. ......... ....... .. _: 11 .... .0 to -: :- .:: r; EFFLUENT SEWER PIPE V41-- tir : } fORfBAYr 11 N 11' 01.. .. � �, 1. . PIPING Ta BE 4" SDR-35 aR SCH-40 PVC. INSTALL WITH r 8" �, z. 'PaIVDING „1 {1 / a�'' DEPTl1 BELaW 1 1 ` ; PER FddT MINIMUM SLOPE ........ y rti .:..f •. a �, . .,•::,• ;. , TRENCH,BASE 11 2 ABSORPTION TRENCH AGGREGATE NOTE:PIPE ROOF `�I EL.255 :::: 1 3 ¢" Td ? 2" WA :-zsn. .-....... - - LEADERS TD STONE IS TO SE / / SHED STONE. 1 .::•:..::• zs9` --- INFILTRATION \ , FILTER FABRIC FACILITY 1.f'til�lt�l \.. ,- .. . D C � _ .. . --:•. ; FILTER FABRIC TO BE 4.8 OZ/SY NON-WOVEN SEPARATION CD� .. ___ : /' ....... FABRIC, TENCA TE MIRAFI 14ON OR EQUIVALEN T -.-...... ......... / ........ .� r ...... ..,,.. •-- --- FILL MATERIA . A 1YOTE:.PIPE ROOF r- N ' ...-. , A ... PROP 4'W x 4'D x 20'L B .........L . 3" AS DESCRIBED IN FILL ...::... .-.......... GREA TER THAN .....-- - ..... %'a. WELL BIONS FILLED - FILT Q!Y .... .. . ..... :::. NOTES .. .... INFILTRATION TRENCH ..... FACILITY .. .. - ' .................... BASE EL.252.5 TOPSOIL .. . Q . si .: ' ..... TOP EL.255.3 �cJ PRQP�:': `: . .. M TOPSOIL OVER ENTIRE ABSORPTION FIELD ' ... PLACE 4" h�fINIMU :. ...:.... / :•:.._: .. .. ... . . .. .... ...... AREA SEED AND ESTABLISH TURF .. ... .. ........ 2� .- .... 1 I .. . .. ..... ...i .... . 26 a 4 . :. �/ f '::: : ::: :: : ... - 1 ' . . ... .. ...-. .. . J r . . ... .. .. , .. .. . .. .. ... . �! Q ....- �� : , i .. . .. A 2 , . . . . B 1 \ \ I \~ `\ \ \ .� .. 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J .. ... ...- ...... .. ........ .. .. ... ......... .. l`/ ..... ... .. .. .. .. ... ..... .. . .. • .. ...... ... .. .. - . ..... ... i^Jj- .. .. ....... ....... i� ........ ... ... . .. ..... .. ... ... ... ........ .. .. .... .. .. ... ....... - ... .. - .. ...... .-... .. .� .. 1 ........... .. .. .... .. ...-..-. ..... .. . .. ... .. .... . .. .. .. ..... - .. ... .. ... ..... ... ... .. ..... • - .. ...... ......... _ .. - ..... ...... ...... . - - ..... ........... ........... ._ .. .. .. .. ..... ..... -. .. .. ..... ........ .... .... .. ... .. ... .. - ....... .. ..... ... .. ... I ... �� .. .......... .. ...-.. .. .. - .. .. .. .... . .. .. ... .. .. .. ...... -. ... .. . .... .. . ... ...... ... ... .. . ... ... _ .... .. ..... ..... .. .. ...... ...... .... .... ___ ..... .. .... ...... ... ... . _ ....... .. .. - .. .. ... .. .. .. _ ... .. ... ... ... .... ... .. .. - . . .. ... J .... ... ... ......... . .. ...... . \ __ .. - ...... ..... \ - ... .. , ... .. - --. .......... ... t , .. .. " , , .. ` ... ....... . / .... -. .. / ........ ... / i .. . / i i / / '. . / / " . . . . . . / / , / ' - . . ... . %� 2 / / .. / / / r .` ... . ..... .. .... , . . . . . , ....-. l` G l �_ 1 . ' -J g, � 3 � . . . X43 . 6 . DETAILED SUBDIVISION PLAN . . SCALE. 1"=3e' — 22/34 gQ scALE: 3 =se' - 1/17 1 . . ... . . . GRAPHIC` SCALE 15 0 7.5 15 30 6O N > > m TAX 1 IAP # 289.6-1-7 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. 3 PER ENGINEERING COMMEN TS 5/2/17 2 PER ENGINEERING COMMENTS 4-/3/3 7 � � 1 ISSUED FDR AREA VARIANCE & PRELIMINARY SUBDIVISION 5/16/16 I LY 1 0 ISSUED FOR SKETCH SUBDIVISION ,2/11/16 �R� o� E ' [ [ o� ` No. Revisions Date F � S DETAILED? SUBDIVISION PLATA - LOTS 2 & 3 oO'� � prepared for. 1�1AP �RE�EI4EI�CE John M. Hughes Trust Dig ® Safely. SASE SURVEY INFORMATION PREPARED BY oxbow f#ill Road, Glen Lake Road & State Rt. ?49 Ne'W ®York THIS SET OF DRAWINGS IS ISSUED FOR THE CONSTRUCrzoN OF THE MAIN SNARED ROA[3 T Town of G?Lreensbury, Warren County, New York 0 Cali Before You Dig AND ASSOCIATED GRADING & DRAINAGE & STORMWATER MANAGEMENT SYSTEMS. N eau D u s �an 13 Wait The Required Time DETAILED ARCHITECTURAL LAYOUTS OF THE INDIWDUAL RESIDENCES RAVE NOT BEEN �1 & Drawn: LWi] Checked: GTH Scale: 1"=30' Date: 1/25/16 Il Confirm Utility Response COMPLETED. GRADING & STORMWATER MANAGEMENT SYSTEMS FOR THE RESPECTIVE LOTS S t.e v e S 169 Ha�iland Road ©Respect The NEarks ARE CONCEPTUAL IN DESIGN AND ARE TYPICAL FOR THE FOOTPRINTS SHOWN. IT IS Il Dig With Care RESPONSIBILITY OF THE INDIVIDUAL HOMEOWNER/BUILDER TO OBTAIN THE NECESSARY L a ii d Surveyors Queensbury, N Y 1 one¢ 800.962-7962 APPROVALS AND PERMITS FOR THEIRRESPECTIIIEDESIGNS. 168 Haoidand Road $ueenah �53$) 745-0307 Phone 2999 -9 -S4 www.digsafeiynewyark.com Yor New xo. 128°4 Hutchins E n i n eeri n (618] raz-8474 Ire.► xork Lao. xo. sats. g g X518} 745-0308 Fax L . . . . . . . . . . . . . . . . 1: . . . . . . . . 4 . . . . . . . . ..... ...s....... ....... . . . .::........ . }. .. . . . .......... G—DD ................ v .. l _.� 2a5 _. . .. ..... ..... i tS i 2 I D :M: .. 2 [ 5 N i6 1 . fi9 ' . G.M. ........ ....... .... ... ...... 2 2 .. 5 . 23D .. 1 ..... .. ... 235 2�D l�44 °�9 ' �3 "� .... 62 . 79 ` .. . ."' — "Wo. ..,� �. �zva'FRanlrs 250 ETs — -� — �. 17 �. >.. •.: 7; If • ...� ....... ..... .. � PROP: S W LL ... NOTf:PIP OF .. ........ tFr4 _ v :: IN iLTRRTIUN . ::: :: . I ..... F 1 V� ... :,. '.' - Qj PROPTP .4'W x 4'D x 20% STONE FILLED ` [� �' •.:.' INFILTRATION TRENCH BASE EL.252 TOP EL.256 0 2 _:._. OP.VEGETATED PR FORERAY xi:...:.••: E i D B 1 00pps Mod" OW REAR 5 s MONO MPMOS PROP.4'W x 4'D x 201 r STONE FILLED I` INFILTRATION TRENCH SASE EL.254.5 TOP EL.258.5 { PROP.VEGETATED 1 FOREBAIr,0.5' ' PONDING DEPTH r 250 BELOW TRENCH NINON DETAILED SUBDIVISION PLAN SCALE. 1"=30' - 22/34 SCALE. I"=60' - 19/17 GRAPHIC SCALE 15 0 7.515 30 60 IN FEET } WASTEWATER SYSTEM MATERL4L sPECIFIG4 IONS EFFLUENT FILTER EFFLUENT FILTER TO BE INSTALLED AS SANITARY TEE ON OUTLET T �-y T p PIPE FROM SEPTIC TANK TO PUMP STATION TO BE AN EFFLUENT WATERTIGHT COVER WASTEWATER SYSTEM FILTER MTH 1/16—INCH FILTRA77ON, POLYLOK PL-122. HOUSE SEINER PIPE COMPONENT SCHEDULE PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH 1/4" PER FOOT MINIMUM SLOPE. 5' MINIMUM COVER 18" MIN SITE PLAN EFFLUENT SEWER PIPE SYMBOL COMPONENT SIZING& MATERIAL PIPING TO BE 4" SDR---35 OR SCH-40 PVC. INSTALL MTH 1/8" PER FOOT MINIMUM SLOPE. .- ABSORPTION TRENCH AGGREGATE -35 OR SCH 44 PVC 4 SDRHOUSE S EWER PIPE POWER SHED STONE TO TO 12" WA _ 1 - STONE IS T _ FINISHED GRADE sEPTICTANK 1250 GAL PREC45T CONCRETE FILTER FABRIC -4-BEDROOM SIZING -�TO H OU SE FILTER FABRIC TO BE 4.8 OZISY NON-WOVEN SEPARATION 10' MIN} - Pi TLESS ADAPTER C t FFLLiENT SEWER 4°SDR-35 OR scH 40 PVC FABRIC, TENCA TE MIRAFI 140N OR EQUIVALENT PIPE FILL MATERIAL LD DISTRIBUTION BOX (6)HOLE PRECAST CONCRETE FILL MATERIAL TO BE GRANULAR SANDY LOAM BACKFILL MATERIAL A 2" ANNULUS OF NEAT CEMENT OR WITH NO PARTICLES GREATER THAN 3" AS DESCRIBED IN FILL BENTONITE GROUT IS REQUIRED. SEAL. CASING TO BEDROCK (4)PIPE-IN-STONE TRENCHES[] MATERIAL NOTES." REFER TO CITED PUBLICATION FOR 50' MIN, CASING E ABSORPTION FIELD 60'E4CH-+BEDROOM SIZING TOPSOIL MINIMUM REQUIRED DEPTH OF GROUT PLACE 4" MINIMUM TOPSOIL OVER ENTIRE ABSORPTION FIELD AREA. SEED AND ESTABLISH TURF. ANAMM ENNOW TAX IAP # 289.6-1-7 WATER SUPPLY WELLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED THE STANDARDS OF APPENDIX 5-B SUBMERSIBLE PUMP PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. OF THE NYS SANITARY CODE 3 PER ENGINEERING COMMENTS 5/2/17 v 2 PER ENGINEERING COMMENTS 4/3/17 1 I ISSUED FOR AREA VARIANCE & PRELIMINARY SUBDIVISION 5/16/16 PREONLY1 0 ISSUED FOR SKETCH SUBDIVISION 2/11/16 REV rrP"J�10N No. Revisions Date WELL DETAIL ONS DETAILED SUSDIVISiON PLAIT! LOT 4 NT5 �� NOT � prepared for: MAP REFERENCE .John M. Hughes Trust Dig Safely; BASE SURVEY INFORMA-ION PREPARED BY. Oxbow Hill Road, Glen Lake Road & State Rt. 149 NewYork THIS SET OF DRAWINGS IS ISSUED FOR THE CONSTRUCTION OF THE MAIN SHARED ROAD T Town of Queensbury, Warren County, New York ®Cal[Before You Dig AND ASSOCIATED GRADING & DRAINAGE & STORMWATER MANAGEMENT SYSTEMS. aa� D U S e� ©Wait The Required Time DETAILED ARCHITECTURAL LAYOUTS OF THE INDIVIDUAL RESIDENCES HAVE NOT BEEN & Drown: L1ND Checked: GTE{ Scale: 1"=30' Date: 1/25/16 p Confirm Utility Response COMPLETED. GRADING & STORMWATER MANAGEMENT SYSTEMS FOR THE RESPECTIVE LOTS S t.ev e S 169 Haviland Road 0 Respect The Marks ARE CONCEPTUAL IN DESIGN AND ARE TYPICAL FOR THE FOOTPRINTS SHOWN. IT IS ®Dig With Care RESPONSIBILITY OF THE INDIVIDUAL HOMEOWNERIBUILDER TO OBTAIN TNi NECESSARY Land S carve y o r s Queensbury, NY zsQ4 800-962-7962 APPROVALS AND PERMITS FOR THEIR RESPECTIVE DESIGNS 189 Ravi lead Road Queensbury, New York 12844 (578) 745-0307 Phone 29995-01 -S5 wwwAigsafeiynewyork.coin (518) 792-8474 New York Lic. No. 50135 Hutchins Engineering (578) 745-0308 Fox WATERTIGHT COVER WASTEWATER SYSTEM ------------ ------------ COMPONENT SCHEDULE 5' MINIMUM COVER 18" MIN SITE PLAN '' K COMPONENT SIZING& MATERIAL c I SYMBOL ryh -- - A - - HOUSE SEWER PIPE g"sGR-35 OR scN-40 PVC POWER ff FINISHED GRADEg SEPTIC TANK 1250 GAL PRECAST CONCRETE 0 Zd -+BEDROOM SIZING TO HOUSE a �1{�' MIN) _ PITLESS ADAPTER C EFFLUENT SEWER 4 SDR-35 OR SCH 40 PVC ? PIPE I3 DISTRIBUTION BOX (6)HOLE PRECAST CONCRETE A 2" ANNULUS OF NEAT GEMENT OR BENTONITE GROUT IS REQUIRED. SEAL CASING TO BEDROCK (4)PIPE-IN-STONE TRENCHES @ REFER TO CITED PUBLICATION FORE ABSORPTION FIELD 60'EACH-4-BEDROOM SF7�NG MINIMUM REQUIRED DEPTH OF GROUT 4 ANNIE= 0BROMP D WATER SUPPLY WELLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH gQ' THE STANDARDS OF APPENDIX 5-B SUBMERSIBLE PUMP OF THE NYS SANITARY CODE n DETAIL / WELL DETAIL N TS ------------- I •'•':zr, ::.. ... 00 f i .2Ljj ss:.. PROP.rGEFATER ff! . ... . � �9 FOREBA�DEPTH 2 s i B 'PROP. 4 BELOW fJ PROPile 4 O Co wEL. h A STONE FILLED CO �� LP I IIYFILTRAT1ON TRENCH : :' raye e 265 yr r ,::: ::.. ...:_..::. ...::,•.::. TOP O ASI 2S9 S- SET 1IIIgo, BAC r .#?Rfi]P ::. r r !. r r rr r r -- r NQC PIPE OOF _.. . LEA ERS TO 0 FA S Cl ' ! + I E. 2ss LAM / 245 5 ...... . , f / i . / .... ", 5 = ` . 1 ' 250 / t ° .` Ci� 245 2q !! . ! �, . . . . . ! / 1, 220 230 ♦ 225 .1000, G R F ♦ ♦ ` WASTEWATER SYSTEM MATERIAL ♦r SPECIFICATIONS EFFLUENT FILTER ro EFFLUENT FILTER TO BE INSTALLED AS SANITARY TEE ON OUTLET PIPE FROM SEPTIC TANK TO PUMP STATION TO BE AN EFFLUENT FILTER WITH 1/16--INCH FILTRATION, POLYLOK PL--122. HOUSE SEWER PIPE PIPING TO BE 4" SDR--35 OR SCH-40 PVC. INSTALL WITH 1/4" PER FOOT MINIMUM SLOPE. �c9 EFFLUENT SEWER PIPE PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL MTH 1/8" ~:rte PER FOOT MINIMUM SLOPE. ABSORPTION TRENCH AGGREGATE 0- STONE IS TO BE 3/4" TO 1-1/2" WASHED STONE FILTER FABRIC CIOFILTER FABRIC TO BE 4.8 07/SY NON-WOVEN SEPARATION FABRIC, TENCATE MIRAn 140N OR EQUIVALENT: FILL MATERIAL FILL MATERIAL TO BE GRANULAR SANDY LOAM BACKFILL MATERIAL WITH NO PARTICLES GREATER THAN 3" AS DESCRIBED IN "FILL MATERIAL NO TES." DETAILED] SUBDIVISION PLAN TOPSOIL ACE 4" MINIMUM TOPSOIL OVER EN77RE ABSORPTION FIELD GR SCALE. 1"--30' - 22/34 AREA. SEED AND ESTABLISH TURF SCALE. I"=60' - 11/17 GRAPHIC SCALE TAX MAP # 289.6-1-7 15 0 7.5 15 30 60 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. ( IN FEET } 3 PER ENGINEERING COMMENTS 5/2/17 � � 2 PER ENGINEERING COMMENTS 4/3/17 f I ISSUED FOR AREA VARIANCE & PRELIMINARY SUBDIVISION 5/16/16 E1-IMINLY 1 0 ISSUED FOR SKETCH SUBDIVISION 2/11/16 NPUo. Revisions Dote P ON FO E\IIE\N CTI Foi� Cp DETAILED SUBDIVISION PLAN LOT 5 00f prepared for: Di MAP REFERENCE John M. Hughes Trust Dig Safely. BASE SURVEY INFORMATION PREPARED BY. Oxbow Mill Road, Glen Lake Road & State Rt. 149 THIS SET OF DRAWINGS IS ISSUED FOR THE CONSTRUCTION OF 7}fE MAIN SNARED ROAD New ®York Town of Queensbury, Warren County, New York Is Ca[[Before You Dig AND ASSOCIATED GRADING & DRAINAGE & STORMWATER MANAGEMENT SYSTEMS. tZ a D u s e ®Wait The Required Time DETAILED ARCHITECTURAL LAYOUT'S OF THE INDIVIDUAL RESIDENCES HAVE NOT BEEN �f & Drawn: LWD Checked: GTH Scale: 1"=30' Date: 1/25/16 M Confirm utFift Response COMPLETED. GRADING & STORMWATER MANAGEMENT SYSTEMS FOR THE RESPECTIVE LOTS S t.e V e S 169 Haviland Road ®Respect The Marks ARE CONCEPTUAL IN DESIGN AND ARE TYPICAL FOR THE FOOTPRINTS .SHOWN. 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