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site plan . SEAVEY MAP v BM � r rk . . Y : tt ,. .. v Z. :. '<' J ... Q Q R.R. SPIKE £:° ' : :. ; ::: � MAP REFERENCE LIST OF DRAWINGS x ;:...; IN TWIN POPLAR :,,..:: o 0 0 - Z Z. cr s of o; W o Q R OF LMIDD 1.MAP OF SU VEY s4 a' >F., ' ELEV. .- 206.56 SP 1 EXISTING SURVEY & REMOVALS .k.:. I t w a :: r iAWRENCE].&KRISTINER.SIPOWICZ SP-2 LAYOUT PLAN & DETAILS `• < � , �' mat '•:. ': :. ` '':':: :..:. : Q o Q co,. . : ; . DATED:OCTOBER 27 y 1997 (11 :. DRAINAGE PLAN �:..:... . 'i " ;: J SP 3 GRADING AND - o . . - o ' .w �s . 9 . . . . . \ . .: w . m GATES A 4 ASSO Y:W.].ROURKE �. .B t — LS Z A & D TAI Y�- C P N S 4 NDS APE E aA a P LA L .��� : ' • SP-5 DETAILSµ m o : :. ZD 2.MAP OF A SURVEY MADE FOR 'y��, : '" . .`` :: :.:, Y.- m Q C I RF �: Q , • '.: . s J LAWRENCE].&KRISfINE R.SIPOWICZ `. 1. N - DATED AUGUST 13 2M2 . . , . ao ao BY VAN DUSEN&STEVES 20 5 . �,;: 00 :.: :::, , F. \3 \ r::,, I � . 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OF n I . . -- .-- = i ., �. ,�t� . a seta boa aoak0 , ; . - -.:_W:W '.� - . , CRIJS t1 ED S1 �P�,��w c sT _.� _ { -- y -�_ - :1. ! t a tmKxttsseaaca `erre.a�m,x VS ._.___...._..,.._._.___........ - - - .. .q ,a .___._.....__-_.. i''Z__. t9e 4814 fur!Ctr+r e•�.tW Ma�r ,� " ._ ' ri"_.._.:�.::�: ,!' - - _ ::�..` omaaeew>nawrlratasa6•a araert�r. 5 P� t,l �� ` �° C}ak :, ,j• atA�o * O w�, �� � tt / • : SITE LOG4TION -. 19 Oak % . .' - W I �` oN _..1_9t, la.r_. : '.. - ' : - . LOCATION MAP W 11 tt . .: " .RSV€. : - -. - a z G� . � \� � \ TO REMOVED. 17 Oa - _ F-� 7" err \ O R `;.t"�s'; - 9 �:) 1. . W U Tp-1 Oak • - L i. " . . . 1. 48 \ A z :� _ • \ .. . I \\\ ~'\ \ \ - - • •• .. Town of eeus 742 Bay Road �804 (518)761-9238 �� W Zoning Board o[Appeals-Record of Resolution ��y! \ \ TREES TO \ _ _ ...- ' Qn bury Y Queeusbury.NY.l_ V. 7 J;J. `. \\\ BE REMOVED . -' , ai \ `` '`, Town of t2ueenatwry Planing Bored roavar r, �t ti r_`� \ RESOLUTION-Grant Site Plan APluoval Area Variance Resolution To: Approve w P► �aisa�',•. \\ � \ _ ` AREA \\ - - : . . . . '. - 1 : - SATE PLAN I4-2018 SF,AVEY FAMILY TRUST ;:%t \ ♦ _... __ ......_✓r! Tax Map ID:289.11-1-27/Property Address.3 Olen Flap!Drive/Zoning;Wit Applicant Name: Seavey Family Trost M ^r Sr t ?" i \,\ \ _-_. Number: Z-AV-8-2018 (wr', i" .i t �\ 7 7 /j�'-' l .. . Location: 3 Glen Hall Drive a►►-++ l.• f r % +^ t \ ' \ 3 J / n� S ■ / e �� •• appf dawning Bond APPLcant 1xoPosos a(revised)1.019 2 xa? r; ;` \ Q( \ The applicant has submitted an [cation to the P sq. Taa Map Number: 89.11-1-27 ' i 1, •' - %r�tx 3.. •% \ \ V (footprnt),2,035 $.floor area home Pro at includes site g y p' ��� �� \ ft. s4• J �, 8 8 ,ar ZBA Meetin Date: Wednesda A nl 18.2018 � � :. td _ Q \� walk°ntYs �, J .^ a y with to new home. Pursuant to Chapter 179 6 050&179 6 OfA of the?owing Ordinance,hard z �; �`K . s L / / V S ',I'P F �, - Board re within 50 p of shoreline a�construction within 50 ft.of 1Syo slopes shell be subject to Planning rT, w co t, (� �{Y.`` ``���• ..�, \ ••...... �.• _ , . - Boandxnewaadapproval. _ The Zoning Board of Appeals of the Town of Queensbury has received an application from Seavey Family ;, ,/ ; r% ,i ;,•: -^` Trust:Applicant proposes construction of a 2-bedroom home;revised 1.019 sq.It.(footprint):2.058'sq.ft. $� \. p ^.,. ,...• Plarwog Pursuant to relevant sections of the Town of Queenabuury Zoning Code-Chapter 179-9-080,the {floor area). Project includes site work•terraced retaining walls with a walkway to the new home. Relief O ,,, �. , `' : Board has flat satisfies the requirements as stated m the Board: Site Plan Review required�Y \ ti requested from miuiumm setback requirements and permeability. Planning B aired determined ihtsproposal Zoning .` _,�_ ` .\ `_ _________ -.-_-__4(E.l:� _.r{�, . - The Plaoomg .. for hard surfacing within 50 ft.and fora project within 50 h.of a 1S!s slope. • v O $ `. ^g Board opened a public hearing on the Site plan'application on 4/24=18 and contained the O [/ , G' _ ced ��, public hearing to 04IM018,when it was closed, Relief Requested: \ ,,` � - 17" Oak* :.rg. ``` '\ �� I 9 The Planning Board has reviewed the application materials submitted by the applicant and all comments ection 179-3-040 establishment of dWrictsd aeusional reoaireauents-waterfront residential �i-04 J _ made at the public hearing and submitted in writing through mid including 05/15/2019; The applicant proposes constnetion of a 2-bedroom home. The(tome is to be 29 ft.from the shoreline where a ' O 1\ \\ \\ GO n l i rti f�� �n O n U rn e n `"' 50 11.setback is mqu. a»d 6 tt oo the Gansle side and 12 ft.on the Burke side where a 12 ft.setback is 0 E--4 „: J Board that the likelier core ens and standards required for both sides. The site permedbili y to be 69.5%where 75%is required. O ;`: t ` \\``\ p sat forth m Article 9 of�ttte mug Ordiosooe for Site Plate approval, E i [ is / ,/�- . .........., /� ` -'^�- iJ � :^ ''-.,,, � `\ �BE •' - ........- SEQR Type II-no further re�•iaa•required: y ?J \ REMD `c J its adoption _ d re-ad r, P lY>IOTION O APPROVE Sfl E PLAN 14 2015 SEAVEY FAMII Y TRUST:Linnduco� De b '` �•`�'••� ;i ��\ i _, vvlro moved for A public hearing was advertised and held on Wednesday.February 23,�018;an re-advertised ?� 20" Maple �` \\ and noticed to neighbors for April 18,2018: f; \ p . ``•',� -_„_ According to the draft resolution prepared by Staff with the following: J1r ,...____. q , a.._____....___-.__-.__..__.___ -. . `___. W 1. J .:_ _ _._._..__....., C _7 oflvY a de and ./;y Upon review of the application araterials,information supplied during the public hearing,and upon I'l s.r •' it "� 1) Waivers requested granted; consideration of the criteria specified in Section 179-14.0801A)of the Queeasbury Town Co ,a/ 2. Adherence to the items outlined in the follow-up letter sent with gas'maolution Chapter 26 S Town Low and after discussion and dehberatiou:we find as follows: ____�', \ i k e) The Iunits ofclearing will conatinrte ano-cut buffer wne orange aonsiruai0n teasing shall . \ \ --'--'-' ____ . ri \ ~ ro the Wastewater i. ____'_- ,� be mata►lea around these areas aunt seta verified by Community . ,ry• _w_._ b) Ifapphcabk the Sanitary Server connection plea must There rs i a an undesirable e m the character of the neighborhood nor a detriment to nearby " - - for its review, Permitting and inspection' properties. The Bored recognizesthe fact that ueuv construction should be dote as nearly to compliance as f•-_, \ W . r ='1 . c) If tam being added or changed a driveway permit is required. A building permit will not be necessary but they have moved back and the location where the property will be located seems reasonable. \ _\.._-,_ _:_ _,. �._._ . issued u and the approved driveway permit has ban provided to the Planning Office; f` �OO // ,• i .__._-- \ ` T� VE� .d) If application was yefened to angineexmg then Enguwamg signoffrequimd;suite siPMMM of 2. Feasible alternatives have been considered by the Board. We've considered shrinking dorm 0e size of , -- \ \` ` Zoning Administrator of the approved plans; the house,but regardless on a 48 foot wide lot you're not going to be satisfying anybody's requirements PORCH o TiM ,` ,/ \ ; ,\ I �]O .e)'Final approved plans should.have dimensions and setbacks noted on the site plaulsurM.floor plans because your house would be the size of a house trailer if it were compliant. \ ^ J and elevation for the casting rooms and proposed rooms athe building and site improvements; �./ i ` 3. The requested variance jot substantial.but it's a preexisting condition because of these narrow lots that were �Fj�s B�� �, \ `\8" Hemlock EX. WELLIf many :�.created roan years a 1 of2 ,/ . .` .� ESTO REIWED _ '' ., Page t of 2 \ `. �- `� . 1 t Continued ZBA Resolution o Z Sa ey y rust . �/ ...•�` 1 APPrn PATIO. \ " OaIC5V // fl If required the applicant must submit a copy of the following ro the Town: f AV 8-2018 v Famil T CO RETAINING 2 a The project NOI(Notice of Intent)for corsage ruder rho cumeat'NYSDECSPDI3S Gencai 4 l b. The act NOT(Notice ofTbammmion completion of ex joM The applicant at this point in time to t \ u i (' t \ n y` 8p` Permit m Construction Activity,-prior, stet of any rite w 4. There.j£go_t an adverse on the physicalor�wa privacy fence nag the edge of tvironmental conditions in the ube deck on'dro crest WALL 33 Oil; \\ �,,� 2 Maple •.., a The applicant must naairttnia an their p tojat site for review by staff. 1 side facing towards the Bailees. They also agree ro put up throe arborvitae. Tie Board recognizes the fact . \\ i. The approved flail plans that have been stamped by the Town Zoning Administrator. that by skewing the house and not centering it on the lot,we are slightly greater impacting the property to X \'`, \\ 7'r'1A/I l e m . EX.WELLTO BE . These pleas must include,the project SWPPP(strnm Water Pollutioal'teveatienPlan) the east side,but due ro the 35 foot setbacks from Heir deck ro the currently proposed deer we feel that / i when such a was and approval; that's still a reasorable thingto d0. •, , \\ c, ` M ii. The project NO and of under the.amen NYSDEC SPDES General O C \0 1 8 O \, I WELL Permit,or an individual SPDES issued for the pro)-ffrequacd. 5. In addition the Board finds that the benefit to the applicant Iron the requested variance would CD Go DECOM LSSIOKED _ _.. _._...__....._._ ._ \ _ \ _ C g) Fynmal approval plans in compliance with tYe Six Pled must be submitted w the Caoummrtyg�(aoorovaD the resulting detriment to health,safety andwrlfaro the neighborhood or I-,..--- " •.._ before-4 Zoning B .�I ti _.___._..__..____.._._.._..._....__...._.._.-_. lots bang Its possible \ / \\\\ s DevelopmentpDep trment firths the Armor ulldmg and community;u�ntty;The Melts s let amen in as%to'the ty and welfare because du of the wean at p ovement review by a . __..-_ \ ,,•- ,._..__.._.., -•�.._\ �WO�FE\ \,-, of connroineuonoftham. h) 1he applicant must meet with Staff efts approval and prior to i.niana Building Permit � �y y�.� !' andlor the beginning of any six work; t F+ei � 1W \ - •._-,_.___._.___..\ BE REMbAIEB �� \!,` _ �i V i) Subsequent issuam a of firdber permits.mcl ding building Pamirs is depevdent oacOmPBeane with 6. The Board also fio<k tier die request under amsidamion is tlx trinanwu necessary; O O �.j \ / . ._._. _ \ i. j - r,: \ �\ "I" r . J 'Q this and all oiler eons fy that of this plan is d ,�+ W n,,, STONE WA\LIB r - _1 /,,'' - \ \ . PA \ j) As built plans to certify that the site plan is developed according to the approved plans to be provided 7. The Board also proposes the following conditions: `.�\` - Y -` prier ro issiaoce of the p1v cite of otxarpaocy. p applicant green drywelt on the Burke side to stop the ruroff going to.his lower lot to the (�] O Z O v k) This resolution is to be in its emtay m Poe find laps a) The a t a to install a {�' \ N _%' \ // TP'2\ \\\ \j /, O n And lire conditions that wee gives x this Spa Plan by the zoning Hoed of Appals including Ore Iowa elevation. z t~ �-t .._ �,_......,,_ r'!/ �VV/ ugh\ a/ taro Six b) We would also ask that these be minimal detriment ro the neighborhood during construction.that Glenn T F{ \. ` �S Hall Drive not be blocked off during normal hours of operation,from 7:00 a.m.until 6 p.in in the t�^� v Q M� \ Pf-2 ;' 1 45 emlock - `,` / j _ 0 Motion seconded by John Shafer.Duly adoped this 15•day of May.201E by the following vex •except far ens on imad i stuff like dim.normal cotwah t construction. ty c) Adlterennk to the items outlined in the follow up kits sae with[iris resolution Z. ',7 \ / ` Q a AYES: Mr.Dab Ms.white Mr.Shafer.Mr.Dime Mr.valentihe Mc lhmaioga,Mr Travis A e0 / .;'' i - `_ _ .. BASED ON THE ABOVE FINDINGS I MAKE a WM A d A TREETO BE REMOVED G' NOES: NONE N?O ['PRO RF RIA1t C I \ \ /11 , r •t by X-AV-8-2014- ictutei McCabe:ev Family irvst.Introduced by James Underwood,who moved for its adoption,seconded 0 0 '\ ~ '' Duly adopted this 18• of Cr 3,Q �l Y op ley April 2018 by the following vote: • 11, t � . f ?B AYES: Mrs.Hayward Mr.Aadkd Mr.Utrico,Mr.Kuhl.Mr.McCabe.Mr.Underwood Tn G" BIaS� Birch - Vt p" NOES: Mr.Freer. :, AppRoxtMATE fooTp►uwT H I 14 1 2" Black Birch 80 Of HOUSEFROMTOWN ASSESSORS . I� b � PROPERTY DATA Pane err: w C O) � p � .. w 04 W �� Page 2 of2 '7y Z b Xk 3 it Oak ;`; W . ' r l � Phone:5a.74Lt122a I Fa:c 5Ia745.41A 1742 say arr4 QuQQmauty,NY 12M l www4 ir-abtsyst W I 2 . (/1Z to �CJ W to u' 0 - A m Wco . EX m I 0 N4A` - - \ THESE PUNS HAVE BEEN APPROVED UNDER AUTHORITY � 'Qi SITE CONSTRUCTION SEQUENCING OF A RESOLUTION ADOPTED 5-15-18 BY THE PLANNING `Z't _ Jr . . . \ BOARD OF THE TOWN OF QUEENSBURY, NEW YORE WITH . ,p�'4N ; -. ' • INSTALL SEDIMENT CONTROL. FENGNG. THE FOLLOWING.CONDITIONS : . '� EJCIST�I.NG SURVEY & PLAN • DEMOLISH EXISTING STRUCTURES AND REMOVE SPOILS. - Datei JANUARY 16 2018 • DRILL WELL AND ROUGH GRADE WEST DISTURBANCE AREA & Scaler AS NOTED . 'I 17 SCALE: 1„=10' HOUSE FOUNDATION. . • CONSTRUCT FOUNDATION AND HOUSE. . L1ig Safely. IfZF .GW"IC SCALE a CONSTRUCT PERMEABLE PK"O . New/York . 6 0 �� 5 I 2I5 5 10 20 . INSTALL HOLDING TANK SYSTEM. N Wahl 010AW9 YOU ft*dr"rMe ± Q� - . FINAL GRADE SITE, INSTALL FINAL. LANDSCAPING AROUND HOUSE, ■Conarm Utliity nespomm �� 2 „ O` . INSTALL WESTSIDE PLANTINGS. ® - 49411 -SP 1 MAP Q 8W-962-7962 • TOPSOIL, SEED AND MULCH YARD AREAS OR.INSTALL SOD. ®Dig INleh Can 23" PINE ZONING ADMINISTRATOR DATE `■t""" SST 1 OF 5 . 289.11-1-27 RC-0411-2018 Sherwood Acres . 3 Glen Hall Drive Single Family Dwelling 2064 s.f. . BM ZONING REQUIREMENTS FLOOR AREA RATIO BUILDING HEIGHT CALCULATION Z ' z g Z R.R.. SPIKE ZONE-WR(WATERFRONT RESIDENTIAL) PAR�L AREA=9,371.1 SF EXISTING GRADE AT PEAK RIDGE=180.0 U cc IN TWIN POPLAR MINIMUM LOT SIZE-7-ACRE 22%ALLOWABLE F.A,R: 2W MAXIMUM BUILpUiG HQGHT=180 0+28=208 2 ELEV. 2 0.6.5 6' FRONT SETBACK- 30' ALLOWABLE FLOOR AREA=2,065 SF MAXIMUM ALLOWABLE RIDGE ELEVIMOR=20B � w � Q SIDE SETBACKS- 12' (LOT LESS THAN 50'WIDE) PROPOSED TOTAL.FLOOR AREA FIRST RMRTO PEAK RIDGE DISTANCE=26 96'(FROM ARCHITECT) 4 LQ 0- REAR SETBACK- 3V FROM ARCHITECT=2,043SF PROPOSED FIRST RAOR Et.EVATION=180.5 4k(p - .. .. . . • • SHORELINE- 50` PEAK RIDGE ELEVATION=207.46 Q �-- p a O ' = LOT WIDTH=150' PROPOSED BUILDING HEIGHT =26.96' C_ ao - CI ROAD FRONTAGE 150' MMMUM BUILDING HEIGHT-29 N a MINIMUM PERCENT PERMEABLE-7501a .. 00 00 00 00 . . AREA VARIANCE SUMMARY SITE SETBACKS N N Q FOR NEW RESIDENCE REQUIRED FOR PROPOSED 2 i.SM1 GAl STI PRECAST CONC. -SHORELINE SETBACK 5V REQD,29.0'PROP. WR ZONE � ' HOUSE I.IMI IS OF • 21 OF RELIEF REQUESTED ZR1►FFIC RATED 1MRSANCE Z9.a T oDECK HOLDIWG TANKS o -SIDE SETBACK(NORTH)I REQD,9.0 PROP. SHORELINE 50 ---- o ACV House tJ • 3.0 OF REUEF REQUESTED " -SIDE SETBACK(SOUCH)12'REQD,9A'PROP. NORTH SIDE 12' © ----� r :. • 3 0'OF RELIEF REQUESTED U W p MAXIMUM PERMEABLE AREA-75%REQD,69.50/6 PROP. SOLITtI SIDE 12` ---- 9A` Z Z FO U N IDATI O IV 1` _ ��: • 5.5%OF RELIEF REQUESTED 3�y ,� ` M 4� .� Z .r (ZEMAI N5 ft, O. STOj�j F� REa,R 30` ---- 101.0' a 1 y�, VE • " " °. ��• Q: • �.. �•.`� --�� "��. "- :�: =:` " .-: :�:�� . :" :- • :�: •::"_=- `:" . ,.: : SITE DEVELOPMENT DATA D --_.._---,-::.�-�_.-_.:�_;-_._ :�_.. �� •" ;�" " " '• - .` "". .; _ H01 ItVG TANK SYSTEM SETBACK SCHEDULE " GG _ SITE AREA: CAM:.`" " 0 21-AC(9,371.1 PROPERTY UNE HOUSE C� DG�s /O�OOO EXISTING CHANGE IN PROPOSED HOLDINGTANK 10 10 50 �, H O Gy `�'P�� /� ��OC /���� IMPERVIOUS IMPERVIOUS IMPERVIOUS J �� Vy a��/ "� COVERAGE COVERAGE COVERAGE z H 0000 �� OO�� .S - : BUILDING 0 SF i HOLDING TANK GO � X&I G � �N 019 SF 1019 SF SYSTEM MATERIAL W o W 20 SF 20 SF SPECIFICATIONS A 315 sF FORCEMAIN PIPE DRIVEWAY 1220 SF � P► 1535 SF w o� raosFmr►y PIPING TO BE TANKS z—1/2 SDR-9 HDPE. 1: ww 1500 GAU.ON TANK RATED PRECAST CONCRETE TANKS W/ Z t RETAINING WAL1S 100 SF L90SFNEW WALL-IM 90 SF TRAFFIC RATED RISERS, FRAMES & COVERS f.Yi w M ww) SYSTEM FILL MATERIAL., FILL MATERIAL TO BE GRANULAR SANDY LOAM MATERIAL WITH 197 SF 197 SF TO PARTICLES GREATER THAN 3" AS DESCRIBED 1N HOLDING �,j M ,�-i x _ 0 SF CsO�cAmLT FORP t ca�oLr FORPau�.PAvats �� "� O PERMEABLE.PATIO ^ <( " 9r �� ( + PhVM,�asFT AL) �asFTOT►,L) ANK FORCE MAIN RETAILS F+� p • (/� OJ I PF J� TOTAL IMPERVIOUS I 1320 SF 1541 SF 2861 SF w W W T G PERCENT IMPERVIOUS 14.1% 16 A% 30 5% � wkAl . O _•� ," PERMEABI M ( 85.90/0 f (16.4%) f 695% concrete LDING TANK SIZIIUG E HO BUo\rANCY CALCULATION CO 2 BEDROOM CAMP STYLE SEASONAL RESIDE CE 6'0� P N PROP PERMEABLE PAVERS, ASSUME: WATER SAVING FIXTURES TO"BE INSTALLED- }` WITH 14",DEEP STONE STORAGE - GROUNDWATER DEPTH AT 12" BELOW EXISTING GRADE G� (1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS) - TOP OF HOLDING TANK AT 12" BELOW EXISTING GRADE -' LIMITS OF �Q- TO BE INSTALLED DISTURBANCE �� Q - WIDE BY AV LONG BY V-.7" HIGH CONCRETE TANK DESIGN FLOW -- 110 GPD/BEDROOM - TOTAL TANK WEIGHT = 23,600 LBS PER PAILEW) PROP.TERRACED RETAINING WALLS SYSTEM DESIGN FLOW - 220 GPD - 4-7 . OF THE TANK IS SUBMERGED ►N GROUNDWATER PORCH p OO T; 2�\OQO �j QUEENSBURY SIZING - 2 BEDROOMS = 3000 GALS 6` �90' y. �`O -INSTALL 2 - 1500 GAL TRAFFIC RATED PRECAST CONCRETE HOLDING TANKS VOLUME OF WATER DISPLACED BY TALC �� VOL = 6'x11'x5.58' =.368.2E .CF V` -POTABLE WATER SUPPLY TO BE LAKE WATER SUPPLY I��� -SOLENOID VALVE TO BE INSTALLED ON WATER SUPPLY UNE ACTIVATED BY / PATIO p z ,��v� �� ` WIGHT OF WATER DISPLACED BY T P K • WARNING f SHUT DOWN ALARM; SOLENOID VALVE TO BE NORMALLY OPEN WEIGHT 368.2E CF x.62.4 LBS/CF (DENSITY OF WATER) = 22,%Q.67 LBS RETAINING x `SO. Ica �� v" ENERGIZE TO CLOSE 120 VOLT, INSTALLED 0 AGO � l_ ( ), , V LLED N THE INCOMING MAIN WATER UNE. r LY "J WALL �� A WEIGHT OF 127 GRAVEL COVER �0 xx S� ` W WEIGHT = VOLUME GRAVEL x DENSITY OF GRAVEL O 00 SOT �9� WELL LOCAL BOARD OF IiEALTH APPROVAL. WEIGHT = 6'x„'x,' x „0 LBS f CF = 7,260 L$5 WEIGHT OF 3" ASPHALT CO cc CQ "i CQ \ ��• t a� THIS DESIGN WAS APPROVED BY THE TOWN OF QUEENSBURY LOCAL BOARD OF � ��iOFFO�'OpOnO j HEALT BY RESOLUTION ON MONDAY NOVEMBER 20,.20W WITH THE FOLLOWING WEIGHT = VOLUME ASPHALT x DENSITY OF ASPHALT .54 U1 STONE WALL ��s�'✓ OOO ` CONDITIONS OF APPROVAL: WEIGHT = 6'X11'x0.2V x 125 LBS/CF = 2,062.5 LBS O c c 17e �" 1. THE HOLDING TANK'5 FIRST ALARM TO GO OFF ® 50T. WEIGHT OF TANK + GRAVEL COVER + ASPHALT COVER = 32,922 LBS z �,10 F'` S �O . S. THE HOLDWG TANK'S SECOND ALARM TO GO OFF ® 80� CAPACITY BUOYANT FORCE = WEIGHT OF DISPLACED WATER = 22,981 LBS Q'i z ►-4 z OV, P` t� . 4. THE HOLDING TANK'S SHUT OFF TO OCCUR D 90% CAPACITY ► �' Q; e t,` fix/ o�� G� DO `' W C I 0 J �. z d 3.0't W WELL Cr Cr LIMITS OF DISTURBANCE " "►� To w a AVER PARKING AREA MANHOLE COVER Tim CasT �wE w�TH TR�FFic RATED CAsr �► WATERTK;1iT Otmu AVER PARKING AREA NMMANHOLE COV WITH ER (� S0� WATER1lGI1T NiSERT H z Q t2 t COVER tYt CORER Nat t1'i b n SCN-40. 'c— 'X-, : ?wt:r.r:,•:. it: ..w.. O `k \v`� X �? MAAMUM WAD"LEVEL` wsc�-�° rc� MAAWM UQUID 'd IZI b 7� nG�- .; �, MIN.SLAPE _ - LEVEL ► q MAINTAIN r MWAMUM DROP IN imVERTs MIN.S J3PE ~�I` Z+ a r~ �I 1/4' PER FOOT 1fi BEZWEEN WLET dt OUTLET PIPES �g x 1/4" PER FOOT 16" MSTA L FLOAT SWITCHES TO C , w �► Z Y I OPERATE ALARM PANEL AT T 4 L ►NOICATED LEVELS C { 90%CAPAgTY ce 5-8 S BO7G CAPAgTY (2700 GAL) tg 6'- 5-8 = 4-1' (2400 GAL) WARNkrG/SHUT DOWN w 4-,• A is:, VERY W%GH LEVEL ALARM W C �,- m W sax CAPACITY ALA `9 eon VA� _ ►(ALA� ►�/s4 Fyq Qp � �.�,1"ryyi 4-kS:T:fia'1. :a:= h, `' q,: a .a• F-i LAYovT PLAN :.:: :.,,: ..,..".. :.;.: :. - SCALE:, 1"=10' 1500IDUT�GAL H e MEA �5W GAL PRECAST HEAVY Date, JANUARY 16, 2018 TWW CONCRETE HOLDING TNK Scale, AS NOTED APPROXIMATE LOCATION GRAPFIIC SCALE t�,,�?py OF FIRST FLAORWINDOWS IRE �i,;'�o�, 5 0 2.5 5 10 20 D19 Safely, 6 0 ' ± � `� New IN FEET a call 1110kWe YOU Dig ®aonum utility 49411 --SP 2 (2) 1500 GAL HOLDING TANKS DETAIL 0DigWilk The Cox* " ®Dig Mftlh Cane NTs 800-962.7962 ---^PwftlpwwywLcm SHEET 2 OF 5 SITE SOILS DATA PERCALATIONTESTS Z ti Z :z z Q TEST PITS PT 1 ; 12/13/17 BY: T. CENTER, P.E. U 12/13/17 BY: T. CENTER, P.E. PERFORMED AT TP-A AT W BELOW GRADE V > Z MIDDLE EASTERLY PORTION OF SITE STABILIZED INFILTRATION RATE: Z Q_ Q : C)1\t 0-60 - TOPSOIL/DUFF 280 IN/HR 0- 1i 1 Z a 6-40" - LOAMY MEDIUM FlNE SAND W/ COBBLES & BOULDERS PT-2 - A2/13/17 BY: T: CENTER, P.E. Q Q U HOLE 40—ao " PERFORMED AT TP-2 AT 6" IN A At -+ 205 - MEDIUM FINE SAND w/ COBBLES NO MOTTLING OR GROUNDWATER OBSERVED STABILIZED PERCOLATION RATE: Z d ~ 0 TP-2.— 12/13/17 (HAND DUG) BY: T. CENTER,.P:E. 3 MINUTES, 30 SECONpS`PER INCH' m W -- MIDDLE WESTERLY PORTION OF S►TE Q m :" ;" ,%;-", , :'•-__..._ .__ 0-3" - TOPSOIL GUFF i 3-29" - LOAMY MEDIUM FINE.SAND W/ COBBLES l is -: MOTTLING 0.24" i •.. r. ,'' MINOR STORM YNTER REQUIREMENTS S o 205 � nN � O TOWN OF QUEENSBURY STORMWATEROONTROLVOLUME © �-�-.�,� - - "• - - ;- . ,/ /' � �: .- •- - REQUIREMO�CT FORMINORPRO]ECTS: ._ WELL 1.5 GALSISF OF NEW IMPERVIOUS AREA ►) N O 2 • U _. --.-;�' 1962 SF F NEW IMPERVIOUS AREA POUNDAT(ON z 'I SE RE M A(N S EA O 7,377 GAL)((1 CF 17.5 GAL)=311 CF REQUIRED ..R/ J` • TOTAL PROVIDED:555 Crif tL Lu : vv " fi - -._� ___ __ �; 2 - • . � `o° . � �- ., . . , . - . - �`.•s.� moo. STORMMTER MANAGEMENT PRACTICE SUMMARYn*`I �* O �� : SMP SMP AREA AREAS MANAGED VOLUME REQ'D VOLUME PROVIDED G / \/ O f- / . : PARKING AREA 630 SF P _ a��0�0000 0 J `,,I /� /j --;. . . PERMEABLE (14"DRAINAGE COURSE DErTH PATIO PAVER AREA 295 CF(40%voms) v� OOOO ��v PAVERS BELOW PAVBt� TOTAL AREA=315 SF 65.CF ti4"DRamW-EMUME) v OOO �0�0 OOO ' : s 0 �0 O OOOO TON 394SF >x (A'DRAINAGE COURSE DEPTH 170 CF(4m V0ID5) O • OO O� PERM.PAVERS& PAVBZS) PATIO PAVER AREA(197 SF) 14„ ?' I 00�� OO OO - ;. : , . AMPOCENT STONE 5'W x 13D x 15'L HOUSE ROOF(1020 s0 245 Cl: 45 CF(NORTD EAUETRENc I) OOO F` TRENCHES (NORTHERLY TRENctq TOTAL AREA=1217 (mwmmiRENcm) pq z SF 45 CE 5'W x 1.SD x 15'L 260 CF TOTAL _�. /� O00 . (SOl5TF1ERLY TLtE1rCF1, W o O� EROSION &SEDIMENT r'r: xr9s : CONTROL NOTES W �, 'BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING z - EARTHWORK PHASES, SEDIMENT CONTROL FENCE SHALL BE INSTALLED AS. SHOWN 134 ••::•.. > :.,. �;J.,�'�,, :'; ' `` , � z`\ � ON THE PLAN O� T O� - _.. . AT THE CONCLUSION OF EACH DAYS WORK AND AFTER EVERY STORM EVENT, - - try � W SEDIMENT CONTROL FENCE AND ANY OTHER EROSIQN CONTROL MEASURES.SHALL O, %% K _� _ BE INSPECTED FOR FAILURES OR SEDIMENT ACCUMULATION. ANY FAILURE SHALL •. ALL BARE EARTH AREAS SHALL BE SEEDED AND MULCHED WITHIN 7-DAYS OF r ��C! BE IMMEDIATELY CORRECTED. a OJ r�' '` r95 I ✓ COMPLETION OF WORK IN THE AREA. ONLY AREAS WHICH ARE'ACTIVELY' UNDER W ' 1.; CONSTRUCTION MAY REMAIN OPEN FOR MORE THAN 7-DAYS. ONCE 4 - _ concrete. monument 610 CONSTRUCTION IS COMPLETED IN THESE AREAS, SEED AND MULCH SHAD. BE INSTALLED WITHIN 7-DAYS, w .._._._.__ \` ._ S ` j. y :.-. TEMPORARY EROSION CONTROL MEASURES INCLUDING SEDIMENT CONTROL. FENCE AND/OR MULCH, SHAH BE INSTALLED AND MAINTAINED FOR ANY TEMPORARY T Ft SOIL STOCKPILE AREAS THAT ARE TO BE LEFT FOR MORE THAN 24-HOURS. O WI 50V OF Y LAKE, POND, RIVER, STREAM OR WETLAND, NO E THIN M H W OF AN LAND AREA, INCLUDING AREAS STOCKPILED WITH EARTHEN MATERIALS, WHICH HAS BEEN CLEARED, MAY BE LEFT DEVOID OF VEGETATION FOR MORE THAN 24-HOURS PO RC t1 WITHOUT A PROTECTIVE COVERING SECURELY PLACED OVER THE ENTIRE AREA 0 y _ F I9O h9 {„ C AND/DR EROSION CONTROL MEASURES PROPERLY INSTALLED TO PREVENT SEDIMENTS FROM ENTERING THE WNWABODY. ACCEPTABLE PROTECTIVE COVERINGS r INCLUDE: NATURAL MULCH OF A DEPTH OF 2-INCHES, ROCK R►PRAP, NON-DEGRADEABLE MATERIALS SUCH AS PLASTIC OR CANVAS COVERINGS AND co PATIO RETAINING IMPERVIOUS STRUCTURES. w d{ .._ FOR GROUND CLEARING ACTIVITIES OCCURRINGO BETWEEN OCTOBER 15 & APRIL 15, w 0 WALL 187 1N WHICH VEGETATION CANNOT BE ESTABUSHED, EXPOSED EARTHEN AREAS SHALL s BE COVERED WITH EITHER A TARP COVER OR AN EXTRA HEAVY LAYER OF MULCH. T__4 50" • ANY AREA OF REVEGETATION MUST EXHIBIT A SURVIVAL OF A MINIMUM`OF 805; OF \ �- :, ', r •, ��' � `� ; - `' THE VEGETATION THROUGHOUT THE YEAR FOLLOWING REVEGETATION. REVEGETATE ,\ 785 ;. WELL �.... ' +> AS NEEDED TO MEET THIS REQUIREMENT. O ` r�'� / j �` r,� • THE CONTRACTOR SHALL COMPLY WITH THE NEW PORK GUIDELINES FOR URBAN /,`'EAU, q�'�. i9� 70, _, � \ \; �° �j EROSION AND SEDIMENT CONTROL AS PUBLISHED BY THE EMPIRE STATE CHAPTER STONE WAl G��G,c�`. 0, ~ \ �` . 18� �V OF 'THE SOIL AND WATER CONSERVATION SOCIETY. 14. _........... F\�pF ry VO <= Q SITE STABILIZATION '..... THE CONTRACTOR SHALL INITIATE STABILIZATION MEASURES AS SOON AS VEGETATION SEEDING SCHEDULE O r ! PRACTICABLE IN PORTIONS OF THE SITE WHERE ACTIVITIES HAVE TEMPORARILY C rj j OR PERMANENTLY CEASED, BUT 1% NO CASE MORE THAN 7-DAYS. AREA OF SEEPING RECOMMENDED APPLICATION m `I� 8 spEaESMIX RATE 3.0 STABILIZATION OF GRASS AREAS INCLUDES HYROSEEDING USING TACCIFlER ON r'1 EW W/EL ;. KENTUM BLUEGRASS, F�+-� SLOPES OVER 1,5 OR SEEDING AND 114STAWNG A CON AW CONTINUOUS COVER OF 55 LBSIACRE LN AREAS CREEPING RED ff-COJE, j STRAW MULCH WATERED INTO PLACE. ON SLOPES OVER 1:3 INSTALL EROSION' PERENiNIALWYEGRASS TOTAL f CONTROL BLANKETS OR WOOD CHIPS IN. ACCORDANCE WITH THE DETAILED TEMPORARY SEEDING EROSION CONTROL PLANS AND IN ACCORDANCE WITH MANUFACTURERS FOR,�Og0t,1 ANNUAL&PERENNIAL 55mlACRE YEIX TOTAL h•••.� fO INSTRUCTIONS. RGRA%M CONTLtOI Qj CIS O w O W f EROSION CONTROL IMPLEMENTATION H W L SC EDULE b i ` 6' T PRACTICE IMPLEMENTATION T3,ME DURATION OF PRACTICE cd FNT'iRE PRO]ECT �(REMOVE AFTER � SEDIMENT CONTROL PR10RTO CLEARING AND SOIL FINAL Sty STABILIZATION AND Pr 1 � FENCE DISTURBANCE VEGETATION ESTABLISHMENT) TEMPORARY SEEDING& AFTER���SITE GRADING UNTIL FINAL GRADING AND PrMULCHING VEGETATION ESTABLISHMENT Cp GRADING & DRAINAGE V)I AN I PERM:PAVERS � DURING FINAL SITE GRADING PERMANENT "� SCALE:p1"=10' (RF � GRAPHIC SCALE TOPSOILING,SEEDING& �► oTHERVEGETATION AFTER,FINAL SITE GRADING PERMANENT STABILIZATION Dates JANUARY 16, 2018 a a 5 0 2.5 5. 10 20 �J Scalej AS NOTED :.Dig ®Safely. Now York III I Ca„before0 Welt The You Dig ®COMMft 494 11 -- SP 3 ®ftspmt The Mark* E Dig With Care 800.962-7962 Ski'3 OF 5 SHORELINE BUFFERING ACCEPT ABLE PLANT SPECIES Z z Qp,, `� 'BOTANICAL NAME I COMMON N1�1AE l J U i✓ C I RP SMALLERTREEs&►ARGE S1iRUBs. HERBACEOUS PLANTS(PERENNIALS,GROUND COVER) • •. � _ •• MONDARDA DIDYMA BEEBALlA- VIBURNUM TRILQBUM AMERICAN CRANBERRY � � z � a IRIS VENSICOLOR BLUE FLAG IRIS AROMA MEL MOCARPA BLACK CHOKECHERRY 4 W • 5 PROP.DRYWELL- Q. f;..,. 4 FT DIAMETERX 4 FT DEEP VERBENA HASTATA BLUE VERVMN CEPHALANTHUS OCGDENTAUS BUTTONBUSH TYPHA LATIFOUA BROAD LEAVED CATTAIL SAUX BEB8IANA BEBB'S WILLOW Q p W s TRAFFIC RATED DRYIME16L Z °� LOBELIA SIPMMCA GREAT BLUE LOBELIA W SPIRAEA ALBA MEADOWSWEET CONSTRUCTION ENTRANCE LOCATED : i ,DOE PYE WEED NEM�'ANTHus MUCROMATUs MWNTAIN HOLLY OL W y EUPATORIUM m IN PROPOSED DRIVEWAY AREA / : . UNDERA BENZO►N NORTHERN SPICEBUSH. Q a- i THALICTRUM DIOCUM MEADOW RUE m VERNONIA NOVABORICENSIS NEW PORK IRONWEED AROMA ARBUTIFOUA RED CHOKECHERRY N SENNA HEBECARPA WILD SENNA CORNUS SERICEA RED TOG DOGWOOD ('� \ \ \ \ J�� .; SAUX LUCIDA SHINING WILLOW V ,r' O MNUS INCANA SPECKLED ALDER N N At Q ; SPIREA TOMENTOSA STEEPIEBUSH N \ Q WELL - MYRICA GALE SWEET GALE ' \ N O??` `} _ _........_ UEX VERTICILLATA WINTERBERRY HOLLY _ n� r- Z FOUNDATION if Z HAMAMEUS VIRaNiANA WNW HAZEL REMAINS .. �O ; . ..•.. -. , � -. Y,= . .•. '. • . • _ • ••• • .. PLANTINGS NOTE . .� . ZUBBER HOSE e ,; - ARE . :_:_ �... .,......,.., \ PLANTS SHOWN MINIMUM - _ .- .. SUGGESTIONS; _ FRICTION GUARD -PLANTING NOTES % GUY WRE . PROTECT EXISTING TREES INDICATED TO REMAIN FROM �O LOT OWNER MAY ESTABLISH $ w' ;e 2 _.._. _ FNINGS a -�� ,. ,- . . � • ,- • CONSISTING SPECIFIC PLAN ATIVE /%� SKINNING AND FlWNG AROUND BASE •; ; ,..• �, - � • THE TOR All. 4" TOPSOIL IN LAWN "' o ,,, y CONTRAC SHALL 1NST � O a� ADIRONDACK SPECIES WITHIN AREAS AND 9 TOPSOIL. IN PLANT BEDS AND ROUGH , , THE PROPOSED LIMITS OF GRADE. THE CONTRACTOR WILL PROVIDE FINE GRADING ��b ♦� DISTURBANCE - AND SOIL AMENDMENTS. :-. •E�^*41 ` AREAS INDICATED AS LAWN SHALL BE SEEDED WITH �o JV G � � `'1��� ,.., O O OOO ����� °°•' APPROVED MIX, AT A RATE OF 5 LBS PER 1000 SF AND MULCHED WITH STRAW OR HYDRO%EDED OR SODDED. O \ PLANTING SOIL FOR BACKFlLL OF NEW PLANTS AND �� DOQ �0000 R� ,. 3 dia. CEDAR STAKES PREPARATION OF PLANT BEDS SHAM BE A MIXTURE Of "I 8 ft LONG- PART TOPSOIL, 1 PART COMPOSTED MANURE, 1 PART_ PEATMOSS. 0 a H I O OOO O 3 SHREDDED BARK MULCH MULCH FOR TREES AND SHRUBS SHALL,BE COARSE SHREDDED >4 H ?: OaOO. % 3" HIGH SAUCER BARK, FREE OF WOOD CHIPS, LEAVES OR OTHER -,.... 9 z M ARK, UNACCEPTABLE MATERIAL. ,; `. �. O - ���.` - •_,;,lT, .�;;,,..__i ULCH FOR PERENNIALS SHALL BE FINE SHREDDED B W 0 ^ \ • � � ,� - _ • • _ FREE OF WOOD CHIPS, LEAVES OR OTHER UNACCEPTABLE MATERIAL. AMENDED PLAN71NG SOIL , (V ,: 4': ',' '9Sf `\ O `.`. _._... .--'�r � _-- - -__ ! • FERTILIZER IS PROHIBITED WITHIN 50-FT OF THE SHORELINE OF � RESTRICTED '5 gBTS1DE 4� THIS ABE6..._ IF v f� RTIL►ZERS ARE USED, THEY MUST BE PHOSPHOROUS FRS. W ;, yet. ,. � �..,• ;, .>a-�•�,. � ' ` \ �, ..�. E f f )! z A se — _ ::.., � :. ._,x �' �, try 1i \• '1 ✓ °` _.:;€ — `!'--'s' —=i ' �r......... z i. f�...E`1• z •4.::;.. .� ., �; .. . � j ., . � ,. 1 .�? . �� . 12 min p O EVERGREEN PLANTING DETAIL W - � \� �1V \ - �•... y NTS p v fi concrete me PQ L of o ,�r . ff II� f SEE PLAN71NG PLAN 2" FINE SHREDDED BARK MULCH O \ _ .3" SHREDDED V1 T � SOIL SAUCER BARK MULCH cn \\ ,�,....__.. ---.<- _.... ,<: . » / 3" HIGH SAUCER __ :f � 85 ., PO R QC I-1 /� T� _ �h �., ✓O AMENDED 9� so - _ = ! ;! PLANTING SOIL _ t o� I AMENDED PLAN71NG SOIL D.J." DETAIL SHALL 6.. min. s,, min. _ Y 'r E — :If THIS D NOTE: TH _ - - �� _._.. PBEDS -... - . PATIO APPLY TO ALL GROUND COVER, CO RETAINING ,��� 5� PERENNIAL AND ANNUAL "- �\ . 187 - ANNUAL &PERENNIAL BED PLANTING DETAIL SHRUB .PLANTING DETAIL W WALL ING PROP.TERRACED RETAIN W ASLL _... . � 1 O NTS NTS W 0 ` O O '`� 80 -' O WELL o� /�-' �• '\., � .� HAY BALE FILTER DAM � 'pp� PO \ `-` . REMOVE AFTER LAWN AREAS ARE ESTABU5HED CAST IRON FRAME + GRATE - SEE SPEC. �j O s' 1 WRAP GRATE WITH FILTER FABRIC w ►�,{ STONE WALK TRAFFIC LOAD PRECAST GONGETE 70P WELL SE -7 IL AL 1 / - O N510N 8 T x J �F o h LINT LAWN R _.._...... - \............ �F-.�oFC� , e PRECAST EXTE 5 R O \ V AS REQUIRED F SIZE E j�9 \OV�O 3-ARBORVITAE OR SIMILAR i I _ L) TREE �"'� � ..:TOP ELEV `:....,.:'... CONCRETE SLAB CI Q� min TON I <, ETE 3.0 �'" r� EW WEL _ _ r 2 j' 51ZE mkt. ; TON PRECAST c� +� CONCRETE O i SIZE min. 4'.dia DRYWELL 6P - ,...,.::.:., PITL 3 BEN TF GEOTEXTILE FABRIC GROUT :Y� E55 CASE TO 20 FT hHN. 80 , SIDES AND TOP STEEL WELL CASING ALL AROUND STONE _ MOTOR GABLE. DROP PIPE PITLESS Fkk ADAPTER O o t8• V _ UFf BELOW 130TTOMM OF STONWOUND E W a' U) may• OV F--� ��,� F � DR`(WELL DETAIL � � coOF �\ NTS SUBMERSIBLE PUMP x . i- 17 ROLLED FINISHED_ SURFACE PLANTING BED W iTREE LANDSCAPING &PLANTING PLAN " � _e "'- - e0� AND 2 SHRUBS � COMPACTED SUBBASE MATERIAL � �� �� in v83 CRUSHER RUN STONE CRI$BLE) l�1 I RFC SCALE: 1 =10 `$ COMPACTED TO 951. STD. PROCTOR _ °. -: _ .`a NOTE, INSTALL WELL IN ACCORDANCE WITH NY5 DON "^- 't L_ ;- 7,- :F~: a RL�AL WATER SUPPLY REGULATIONS ± GRAPHIC SCALE -�.: .. _ .�_: . _ = =_ COMPACTED SUBGRADE 907 STANDARD PROCTOR 0. LN:—:1i�;'-�i?�::,ilri;.i.,::;i�i�7 L: � O 5 0 2;5 5 10 20 - = TAND NOTE+ ALL COURSE DEPTHS ARE WELL DETAIL Date' JANUARY 16 2018 ( IN FEET ) MEASURED COMPACTED Scatei AS NOTED NTS GUN EL PARKING AREA DU Al NTS 49411 --SP4 SHWr 4 OF 5 l STANDARD SPECIFICATIONS FOR SI1T FENCE STAB.CONSr.ENTRANCE , . CONSTRUCTION SPECIFICATIONS Z IN- z DERWRON A TEMPORARY BARRIER OF GEOTEXTiLE FABRIC INSTALLED ON THE N�- :: ;:;: :;.;: ; ;. . . . . . 1. STONE SIZE - USE 2- 4 STONE. � U CONTOUR ACROSS A SLOPE TO INTERCEPT SEDIMENT .LADEN 2.' LENGTH - NOT LESS THAN 20-FEET. § Ct U Z RUNOFF FROM SMALL DRAINAGE AREAS OF DISTURBED SOILS. 3. THICKNESS - NOT LESS THAN 6-INCHES. O 4. WIDTH - AC-FOOT MINIMUM, Lzi l O W . PURPOSE 5. GEOTEXTILE - WILL BE PLACED OVER THE a tL � � r TO REDUCE RUNOFF VELOCITY & TO EFFECT DEPOSITION OF _ 1O-D FENCE POST ENTIRE AREA PRIOR TO PLACING OF STONE. SEED AND MULCH A Z V 36 TRANSPORTED.SEDIMENT LOAD. Q_ N '� O.C. MAX. DRIVEN MINIMUM i6' 6. SURFACE WATER - ALL SURFACE WATER. YARD AREAS ~� �'" Q 0 4 INTO GROUND APPLICATION FLOWING OR DIVERTED TOWARD CONSTRUCTION Z 4- - MAXIMUM ALLOWABLE SLOPE LENGTHS CONTRIBUTING RUNOFF. TO ENTRANCES SHALL BE PIPED BENEATH THE _ 4- m O '�--: SILT STOP.EMBEQ 1N THE FENCE PLACED ON A SLOPE: ':•'•:•'•';'_•::;';';':';:.' :':':•:':•:':•�- -':':':':',�_ ENTRANCE. IF PIPING iS IMPRACTICAL, A --— 61f MIN COURSE ; ._._ -�-I I j._.— _ i_ m GROUNQ 8 MIN. - - - - I. ...ryl. -;:..:...... ;i,...:. 1:2 SLOPE 50% 25-FT MOUNTABLE BERM %TH 1V:5H.SLOPES WILL BE ::.. ;_-._;:t._..... -_- I I 1 = `i f - ; _-_i i _ m 0- (n NE u= _ : `l-- . .•.•.•.....•.•.•.. - - N = - { . :....... PERMITTED is-,?i �; ��{`:� � �= ='f ! / t; 1.3 SLOPE (33� 50 FT " . . OVER WOVEN _.. ,i ,.._.;_- —=-,:T N :.::;:;:;::::::::::::::::::::;:::::::::::::::::::::::::: 7:_ MAINTENANCE THE ENTRANCE SHALL BE ,�j_ .,ii .._ ;,, _::;:a...I:- t-_. I�si;i_= `•;`�' _1�"i 1.4 SLOPE (25%) 75-FT Z GEO-VF -"I E RO AO MAINTAINED IN A CONDITION NMICH WILL -`;-t -,i. `I_;..== O-= ! r :v_-_ ..�;-I;;;-=, t`� pp 00 � �_- . . .• ................ .-.-. ---�� 1:5 SLOPE OR LESS 100-FT p _ _ F ABR1C PREVENT TRACKING oR FLOWING OF SEDIMENT _, I -;-(f i_-=; •.__'t t--Yi i I� MAXIMUM. DRAINAGE AREA FOR OVERLAND FLOW SHALL NOT p fit ,; -4 —1; T-:_ —: HOUSE FOIINDATI�1 N W ONTO PUBLIC RIGHTS-OF-WAY, ALL SEDIMENT _ :�;' .__,;f I t ILLY;;t: ----i N : : : _ 1! I.411-`�� _..v - _ - C) ...-.-.-.:.: _ j i i._-_....i i{--1 Fw:...i N� -3 1---::IJ!. 1'! :—;; 1�-� : .::%:�...... EXCEED 1/4 ACRE PER 100 FEET OF FENCE.WITH. MAXIMUM p Z :::-:•:•-,-,-,::-::::::::::::::::::::-,.,-,-*::::::---,: ILLED DROPPED WASHED OR TRACKED ONTO -- .-._,. ;_-_._ i -._ - -1 f;-.- j_ ° —FLLTER FABRIC MtRAFi \ \ \ \ O :: •;=::�<.>:>':w:=:: W SP -i i i;- I w 3_ I.— I' ,•;,":>>.= PONDiNG DEPTH OF 1.5 FEET. O _ ; : _ __�' M E __ 140% OR EQUAL U 1 PUBLIC RIGHTS-OF WAY. MUST BE REMOVED }, _,I I�:- 1 I , ' _ is • o - S SHEET EROSION. Z = -.!{.j __1 I 4 PVC SDR 35 >.. a . -•.... - -'• :,..:::,. EROSION WILL OCCUR A .::::: I-;-.-!i _ ��; ._,.._:�:-:- :>, :. .;. :::: IMMEDIATELY. ,'f —,i 1''—!3;-. O W ''''' ''' '': .,,�:..-. • •...-.,•...." -::.•."_.:,, :•:•:•:•:•: : . .-.•- -•:';f t :I �� PERFORATED UNDERDRNN ,.:. ... ; .._..........".. _ :': : : I t- s '- I,i l l Iliµ!. ::; :;,M:..:..;:> -.—-�,1. _::..�_,:- . CONCENTRATED WATER FLOW. SHALL NOT BE DIRECTED TO cI1 B. Z ,.. ...� r WHEN WASHING IS REQUIRED, IT SHALL BE _.:,,.._._ .1 - `I ._ (;r...__..:i I t: : . .:": . :; "ry a� : 1.:::'.-. -._,: III----I i I.. :I CONVEYANCE TRENCH :;.- — .-,"-::,+:.---�.­:-::r::'s. _....- a ::.L.a:;''.4.. ! Y.•:•:•:•:•' _ •/ ='i;. I _..:_i t, __f�T -:'i - t_.__,. ,__ ._t-,_,�. : .:�:. :.�r. ;,. .,a.... _.........._ FENCE. "z•' ;:.h R. h.••.•.••-••-••-.•.• ._.I 1 .._I - i t- - i..._1 i .._ .__.�i L-_p f . . . - . t,.• ._> :- 10 MIN .:.•. ..•-:.;.;.; DONE ON AN AREA STABIUZEO WITH STONE :` _. I#' I. I'= is--' `.; i I ii I. FlILED WITH 3/4" 1 2° DESIGN CRITERIA J . --,:•-••.-,•.•.•.•.•,:,•-••••' AND WHICH DRAINS INTO AN APPROVED _`f-.__;� -t - :�t!-"..i.. -_-I 1, _1 I;_ _!S CRUSIiED STONE p : : '' - - -- - -- _ _ . Q . . . . .•.•.'. .'- .•. .•' A. E. - :...i..t =; �a;; ,e - All SILT FENCES SHAH 8E PLACEA AS CLOSE TO THE _-•., ,. ••••-••••,.•.•",.••...• __i - ,I-=..L; .,_ = -'- i _+._.__..F l'- i I'; it =; 1 I_ L _. l _ . SOIL BACKFILL Z •.•.•.-. . . . S. PERIODIC INSPECTION AND NEEDED 2' MIN. WIDTH = 12" MIN. ,_�'`'`f_`: . `` FROM THE TOE OF A SLOPE. THE AREA BEYOND THE FENCE : MAINTENANCE SHAU_ BE PROVIDED AFTER EACH "!��v L RAIN EVENT. . ��J\ 36 FENCE POST MUST BE UNDISTURBED OR STABILIZED. 0 Z N a °. . w t.. fi f - .SENSITIVE AREAS TO BE PROTECTED BY SiLT FENCE MAYBE - • z NEED TO BE REINFORCED BY USING HEAVY WIRE FENCING FOR - $ SILT STOP EMBED IN O . ,, o GROUNQ 8' MIN. _ ADDED SUPPORT. �'" It WHERE THE ENDS OF THE SALT FENCE COME TOGETHER, THE SAVE TRENCH DETAIL =� Q . N ..`;S•l 4 FLOW`_ UNDISTURBED GROUND TWO ENDS SHALL BE OVERLAPPED, ROLLED TOGETHER AND . STAPLED TO PREVENT SEDIMENT BYPASS AT THESE NTS �v I � E� !�� 9n..e Z \Yi��%��\�//� CONNECTIONS. . . _ FABRIC MATERIAL CRITERIA `ti GRAB TENSILE STRENGTH 90 LBS ASTM D1682 SECTION ELONGATION AT FAILURE 50% ASTM D1682 . CONSTRUCTION SPECIFICATIONS a WOVEN WIRE FENCE TO BE 'FASTENED SECURELY TO FENCE _ . POSTS WiTH WE TIES OR STAPLES. . POST SHALL BE STEEL O •••--•-••'•••---.•••.'--.•. .•. . . . . . . - • . . >14 EITHER "T' OR "U" TYPE OR HARDW000. PERMEABLE P AVERSA NOTE: P AVERS TO BE INSTALLED • FILTER CLOTH TO BE FASTENED SECURELY TO. WOVEN WIRE 1N ACCORDANCE WITH FENCE WITH TIES SPACED EVERY 24" AT TOP A. MID EXISTING MANUFACTURER'S INSTRUCTIONS . Q 5 FENCE DETAIL " - . SEDIMENT CONTROL SECTION. FENCE SHALL BE WOVEN WIRE, 6' MAX. MESH GROUND OPENING. _ < NTS . ! - ='- - I ? 1 ....._._.. .. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER ................. :: •,- rj :', j .. . >, C 4k ;w ,gam "�d i, THEY SHALL 'BE OVER-LAPPED BY 6-INCHES AND FOLDED. _ FILTER CLOTH SHALL BE EITHER FALTER X, MIRAFI 100X, _ 3 P GRAVEL "_�-.--: -- -- _y,.. � v y a ..-......... - - J '•, f k / U SLOPE LENGT" PQ MENCELENGTH(FT-)1 STABIUNKA T140% OR APPROVED EQUIVALENT. ; ,._...._....-: : :_...._._.......1 :` '-�• - . ':;�(.../: - , , ,t_, �:. z __� +Y� :_._/ ;�:~` �'�-..: lXee<'i- �Y ,,__�....i V. `Y ...K-R i\r �`•,!, 9 DRAINAGE AGGREGATE A T ---I ........__._ : LOPE STANDARD REINFORCED SUPER PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENGE OR S 1 ABILIZED CONSTRU I N — - - �_ rr 3 4 TO 1-1 2 ~ a APPROVED EQUIVALENT. : i.. n, ,� ;:'-x= ; /l '. j� a '-'• :�....- �;�._..: %tl .....%�• rd ',�"``,\ ` ;..r` ( 1, �` �' ` WASHED CRUSHED STONE I d% 300/1500 N/A N/A MAINTENANCE SHALL BE PERFORMED AS NEEDED AND ACCESSco DETAIL - "BULGES" DEVELOP 1% THE SILT _ - _.__ ;.:.._ 1 ,.w,,_,:�:- -' .�,_'-., %,,. _....� .;� ,_, �_ " P� t Pik r�'__;', W �,0,, MATERIAL REMOVED WHEN or- - - "... 300 2500 f ;:a.� _:�; I-'. 2-10% 125/1000 / / NTS _..._.. _ •t... `. ;._: " FENCE .-_..._i ..__._... i` 750 150 1000 200/1000 1 I I ----1 i/............. �� - ._{,.• _..—__� -. ! - f/I_.....__..__.. i 1-_. -.: '`M1 10-20% 100/ / ...-......; 11........._. _ __.. _ i i ....... f :...............::1 - i ; -. ; i ' i i =-_ : , ^^0 - __ _-___ _ ___ _......__ . DO 1 W -_.... ; i 1_._....._....; ._i ..L.. ; ;...._..-..-.. 500 80 750 1 / _.; M' ; i—....-._—.; : 1 F t 0 33% 60/ / :� - - - 2 — —_ : i.I II . . _.�.z --..._. -i--_.... _........ -i..!....t . . _...... . I--...-._a �._t i t. , ; '.... .r -;. :.. - j ,...: M 40 250 70/350 100/500 _ _..__. 33-50% / ::.. i- c?....; I-:-.:-__I L.._.._....:i ;.,.._.;..__:.; 1 _. _-_.. Q !_..__ _._..._ I -� I GEQTEXTILE FiLTF F ABRLC - ._ - PQ 1.--- - ; i _.. -_._.. _ o .... _ _ 30 175 50 25 i I 1 _: 20 125 / / : : � i 1 _ >50% / I _ ? W t� __ . ill : #i I ....� ,_..._...._...1 i i.........._.._....r t f..—...._.....t t...` _i _..� �....._...__.._ i.` 'I _ i i : __..---._I N cif). _ :_.____.. _�_: ;._ _ 1 : : . : _ - I i i e _—._ i___..—..._... ........---- i e ' 1 i ........1 ; i._._..._; i.....__....._.1 ..... _........_ i _.__ ..._—.. _._._._.._I 1 ._......" i 1 __"___ i--• , : — — _ } i 1 i....._ ....I I._ i I j I I I 1 j t 3. -i � � a - SLOPE I . ' INSTALLATION E =. "= DETAIL W �' . 13(30em} =a..- . ' a STANDARD'CAP BLOCK; ADHERE '... 1.Prepare sci before hrhstalkng relied '- - , '4 WITH MASTIC ADHESIVE - A ::.: _-51, (��$), — PAT10 PERVIOUS PAVER DETAIL : .-..3- ., 5-13Scat m�ng any necessary ..a .,ad. .a - ,. }I ,::;;%" 6a don of dme,fertilizer.and '- - a < jo °a_° .. (13Cm) 2,Begin at the top of the slope by =� . :." . __ a' . NTS _ � anchoring the RECPs in e - I . � , U) . 6'(15rxn)deep X 6'(15cm)wide - . trench with approxmately 12• CORE AREA OF BLOCK ° .•' - - . . ® _ (30cn)of RECPs extended beyond .� °.n ® - TO BE FILLED iMTH "° ° .tl � STANDARD WALL BLOCK ® 6e the up slope portion of the trench. CRUSHED STONE . ` '.., •I- . . .:. ` -- (Ise-) Anchor the RECPs with a row of a. O staples/stakes approximately 12' - °_ C (30cm)apart in the bottom of the \`_, - �' ". ° - - G a bench. Baddfd and compact the - a e trench after seed to - .-.,........_..._",,.._...._.,,. the compacted sod and fold the t . , ."_..,....r..... _ .. • . ,• ."` ..,--;... _ ing�(3tkm) coition of aj �""� - .•••. -- - over the seed.and °A. < _ ".a , � � ...+.p RECPs 1 ..',+ , , . ,. . .. , ,_...._....--��...__ .. ,. .• .°,• .' compacted soil. Secure RECPs . . ,•:• -_-_' , •`..° ' over soil with a row <�� ,//////'-//////.I A . ,. .�+-. mot_._..:.....=.. ,. ---__— - —_- .-'_�':-� -^__.:=, of std es spaced P?/ • / cc .. `' ., '-.'-�+ approximately 12'(30cm) apart . . °• 'a .� _ . . " °' $.4 - across the width of the RECPs. °' ' .C I c . , < 3.Rod the RECPa(A)down or(B) 11 _ 1,yy� horizontally across the slope. ` .� •°. a1eT� I - • RECPs w8 lali'Ot Wtdh appropriate - . ° a° ° ° - . 1"%' RECPs r na s side against the e w�y f` ten d ANCHOR BAR ." . 4 a _ t� • _ to � bkes in. y ware INTERLOCKS iN CORE - 1�` n- ----I--_ _ ,_ •- a staples/�tgitortt m tyre priate AREA OF BLOCK ` . - $<, , QL �, lI a > T-1 M I patem guide. . � "° . ., 4 ,A t .— 1 �Y 4.The edges of parallel RECPs must . . , ° / . T be stapled with approximately 2'- :i/ ///r•:iii/i/ ///i' ,� , ` " ,,. % ';•x - "• I,.__ 5• (5.12.5rm)oveAap depending - _ _ �4 ' � . ,' s on the RECPs type. -w�� ` ,. j,t4 Z - b the slope must be and over end - � ^ A` ,> £�,-1,�` 9j,�/ ."�`: 3-(7.Seav (Shingle style)with an approximate k��:',1"`' ;`,, _!/ r 3'f�•5rath)overlap. Sty through _ ' =? <i ��'SZ J ., 1r area, approximately 10" TOTAL f� ( ) apart across ere . RECPs width. DRAINAGE M Drawing Not To state ® .Np�; � "- SUBBASE - � - - � � SURROUNDiNGRYARD � 0A� per: n loose sod conditions,the use of BLOCK CONNECTION DETAIL, . 3 PEA GRAVEL OVER PITCH r The information presented herein is general design information only.For specific appik'•ations, es�1 a )or s may ake be ne to _ NTS - W consult an independent professional for further design 9ui�nCe• properly secure the RECP's. _ - 7" - 3/4" TO 1-1/2" 4" PERMEABLE PAVERS sate SL wettest-Cyad iaaa PA PH:two-nz seat Drawn on;3-te-11 WASHED CRUSHED STONE Pes UN 47633 www,tesssrrrgreen"m I I I I I I I- � I I I — _ . eyrdk, - =1 I I=1 I I-1 I I=1 11=11I . T - -_ —__ —I I—III—I I—I 11= b III=1 I I=1 I I=1 11=III=III III=III=III=! 11=1 11=1 11=1 11=1 i 1=III=III=1 i 1=1 11=1 11=1 Cd . 21"syE� 24 — -11=1 11=1 11�1 11=1 11=1 1=III—III—III—III—I !-1 11—I 11=1 I I--III—III—! I i—III—III W " _ _ _ _ _ N ,� , SEP ARATION -I I M I I—I 11=1 11=1 11=1 I I I I I=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I—III—III—III—I W p fi �� To s.H.G,W. 1=1 11=1 I I=1 I IEI 11=I I I= I M I I=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I V 1 I 1=1 11=1 11=III •d . rFj .ANCHOR-BAR :.�-{` - CAP BLOCK; ADHERE M - I::=:. :I!I:- l WiTH MASTIC ADHESIVE. .1II—I I I—I 11=I I I—I I I—I I I I I Ed 11=1 I M I 1=111E1 I M 111E111E111E111EI I Mi 11 I I M � a . _ _ _ _ 1_5 __ : __.. i._.:I —III=1 11=1 11=! 11=1 I I III IIII=111=111=111=111-1 11 1=1 11=1 11=1_� =1 I a;111 O C ..1 i -.__'-i I€-...... j._._.. ` -.-�.... // // 7-iii,r,-L�w _;.__ l ._...; �� �� / FILTER FABRIC TYP. M � . F -1 L-,__._--_ ._-- ___ ., ./// ��� " :I 11=1 11=1 I !=1 11=1 I i—I I —III—i I I_I I I—i I i—I I i—III = —I I i — _ _ __ .»'; +.'> i ::: t_ .: ' -. f _. i�i �i G (N,�DOT 20703) I I It I I It;II 1 It;,IIIt hlllt h1 11t=tI I I. r111, rIIIt h11lt hIII,;,IIII h111,,IIIh . _ STANDARD SEGMENTAL .1.1=11 I I 1=,1�'I, ,III, ,II II(, ,III, ,--,— — le, RETAINED SOIL ;-•. ! � :!,; r 1 _ ��j/� W =M .:�_:;. BLOCK WALL (TYP) W a • � ( _,, -I.E :.3.::_:1 I �// �- WOVEN GEOTEXTiLE INFILL SOIL NYSDOT i-_-',: I i .,..:_;_I -.= ' " // ' 203.07) *_I i---i.' ___ _..__ i; _. is /�// ' ADE TO DRAIN STABiL1ZAT10N FABRIC w s>>•:. co 1 • ''/ . .... ;......._-i i - _ `.•1 t is �l(3.:'_',1 1 1--_»• i.._._.;_i t__..i E I I .. - - �r t._..--_i .. --1 Vi ._.1 i _.1'i..._:_...;T i ♦ . r F . '. ..i i Y'- -i-i _ __ __ -i t__.._ M� t; �.:--. __�.... ., .. _�i ' __ :___i•1 is _j ,i f 1 Fs to ; ' : _,:,..__:,f._; I rn \ NYSDOT 605.0901), INFlLL ____:: :_-._.I _.._. . ::__�..:: '�- _ - _ ; . -:; ,_ .�- >.. _ :•. �;i i.€..... _ i i- ?-'3 i -!` - - VEL BEARING PAD ___ . , 7 VOIDS iN BLOCK t__.._.:. ;_., i i _.I; i; 11 ` - i �A M F-1 ___. . - 'e� --:'.;,:.._..--i: i--- j is-_r._r°; -- -- _ _ OT 304. TYPE 1 �K _ �..,. _._ . 1 __.:- i1 4' PERFORATED ___, ;i ..._._.-i%,- __ i is ,.-.,...,.,i (NYSD 0 . UNDERDRAIN (NYSDOT Date, JANUARY 16, 2018 605.1701) OUTLET TO . `��e�� BOCK=SOP W Ate B�OCiC 80TTOM DRAiN AS INDICATED ON. _ PARKING PERVIOUS PAVER DETAIL Scatel AS NOTED CAP BLOCK Y`�^ CONTRACT PLANS, AT ALL 85 IBS; 39 KG LOW POINTS AND MAXIMUM NTS 54 LBS, 25 KG B5 LBS, 39 KG 40' INTERVALS. . . 49411 -SP5 RETAINING W ALL SECTION NTS SHEET