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Home My WebLink About1000-56.-6-8.7TEST BORING LOT 14 UTIL oPOLE LAWN PROPOSED FRENCH DRAIN 14,306 SFX 12" DEEP AND 6175t SEX 6' DEEP (SEE DETAIL SHEET C-~i GRAVELPAVE2 PERMEABLE PAVING UNITS BY INVISIBLE STRUCTURES, IBC. OR AB APPROVED EQUAL (pARKING AREA TO BE RAISED TO THE SPECIRED GRADES AND PAVER UNITS TO HAVE A MIBIMUM OF 6~% OPEN SPACE AS REQUIRED BY NTSDEC) PROPOSED S~WIDE TRENCH EXCAVATE THROUGH ROG AND CLAY WTO A VIRGIN STRATA OF SAND AND GRAVEL. BACKFILL WITH SUITABLE POROUS SAND ABD GRAVEL MATERIAL WATER METER \ \ PROPOSED POST & RNL FENCE OR/ EDGE OF THE BUFFER ZONE 2~ NON-FERTiLIZED BUFFER ZONE (SEE PLANTING PLAR DY OTHERS) \ \ \ \ \ I TANK. WATER EX. 1 RESTAURANT OLD BARGE \ \l5' / / I \ / \ \ SEPTIC SYSTEM LOCATIONS ~',ASED ON AS BUILT SF-,~TCHES PROVIDED ~Y ?ECONIC SURVEYORS, CONTINUOUS EF-.I~NCH DRAIN WITH G" DIA. PEPJ=ORATED \ PiPE AT 3'-0" BELOW GRADE \\ E, URIED IN GRAVEL. \ \ \ LOT ID \ LEGEND EXISTING PROPOSED FRENCH DRAIN I//////.,I SANITARY OEWER ....... GRAVEL PAVEMENT ASPHALT PAVEMENT BULKHEAD CONTOUR .... GL ...... S I SPOT GRADE +5.5 s9.7 + FLOW ARROW .,=,C>- PROPERTf LINE SILT FENCE STABILIZED CONSTRUCTION ~NTRANCE DUST CONTROL ERO 1. DURIN WILL BE AREAS, WILL DID THE SPE( GUIDELIt, THE CON BY THE LO TEST BORING B-1 EL:4.5 +/- 0.0 CLAY AND DEBRIS -1.1' WATER IN CLAY AND DEBRIS -- -4.ff WATER IN GRAY CLAY (CH) WATER IN -S0' DROWN FINE TO COARSE SAND (OW} -12.0' WATER IN GRAY CLAY (CH) -17.0' GROUNDWATER ENCOUNTERED 1.1' BELOW SURFACE. TEST HOLE BORING BY McDONALD GEOSCIENCE DATED 5/IS/09. N r r HA, HAMOMUCK SHALL B s -THE CO ALLDIS1 AIRBORt -ASTAB DED~SI MAINTNI ROADS1 -ERO81C IMMEDIA PERFOR ANDTPJ DNERSI* -EROSI( OTHERI . SEDIMEN UPLAND PAVED 1 THE P AREA AND L DP, All ROOF FREN~ THE E 16" O\ ON CONTROL NOTES: !HE COURSE OF CONSTRUCTION, THE USE OF EROSION AND SEDIMENT CONTROL MEASURES :ESSARY IN ORDER TO PREVENT SEDIMENT FROM WASHING ONTO ASJACENT OFF-SITE ERWAYS, DRAINAGE INLETS, RECHARGE BASINS, ETC. THE FIELD CONDITIONS ON THE SITE E WHICH EROSION CONTROL. MEASURE(S) MAY BE NECESSARY DURING CONSTRUCTION. = EROSION CONTROL MEASURES UTILIZED SHALL CONFORM TO 'THE NEW2(ORK FOR EROSION AND SEDIMENrr CONTROL, LATEST EDITION", ~CTOR SHALL FOLLOW THE GENERAL GUiDEUNES AS DESCRIBED BELOW OR AS DIRECTED kL MUNICIPALITY: CONTAINED ON-SITE AND SHALL NOT BE PERMITTED TO ENTER ADJACENT PUBLIC ROADS OR DRAINAGE SYSTEMS. SILT FENCE, NAY BALES, ETC. SHALL BE ; LIMITS OF DISTURBANCE PRIOR TO THE START OF CONSTRUCTION AND SHALL AND GRAD NG SHALL BE SCHEDULED SO AS TO MINIMrTE THE EXTENT OF EXPOSED AREAS XPOSSD GRADED STRIPREDAND AREAS HE LOCAL NLETR NSTALLED AS PART' OF THE pROJECT SHALL BE PROTECT~'):FROM SEDIMENT DY N OF SEDIMENT BARRIERS, SEDIMENT TRAPS, ETC., AS R ~EQU~E~3: ' LACTOR SHALL PROVIDE THE MEANS TO CONTROL DEIST THHO[JGHOUT CONSTRUCTION. BED AREAS SHALL BE IRRIGATED AS NECESSARY TO PREVENT ~MEN~: FROM BECOMING ALL D STURBED AREAS TO BE VEGETATED MMED ATELY AFTER"~'OR~( IS COMPLETED. ED CONSTRUCTION ENTRANCE SHALL DE MAINTAINED TO PREVE~ SOIL AND LOOSE M BEING TRACKED ONTO LOCAL ROADS. THE CONSTRUCTION EN~E SHALL BE i UNTIL THE SITE IS PERMANENTLY STABILIZED. ANY SEDIMENT TR~CKED'ONTO PUBLIC IE REMOVED OR CLEANED ON A DAILY BASIS, r :ONTROL MEASURES SHALL BE INSPECTED BY THE CONTRACTOE,~RI,ODICALLY AND :Y AFTER HEAVY OR PROLONIGED RAIN EVENTS. MAINTENANCE M~UR~ TO BE } AS NECESSARY INCLUDINGL BUT ARE NOT LIMITED TO. CLEANINet}F sEDIMENT BASINS CLEANING OR REPAIR OF SEDIMENT BARRIERS, CLEANING AND R~:PAIR OF BERMS AND AND CLEANING AND REPAIR OF INLET PROTECTION. ~JD SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED PRIOR TO BEGINNING ANY D DISTURBANCES, BARRIERS AND OTHER EROSION CONTROL MEASURES SHALL RE~IN IN pLACE UNTIL ~URBED AREAS ARE PERMANENTLY STABILIZED, AFTER PERMANenT B~ABILIZATION, AS SHALL BE CLEARED AND DRAINAGE SYSTEMS CLEANED AND FLI)~HED AS NECESSARY. RAGE CALCULATIONS: N-SITE BRA RAGE SYSTEM TO PROVIDE STORAGE FOR A 4" ' rN FRENCH DRAINS PROVIDING STORAGE WITHIN THE 35% VOIDS oFfiNE tHE DESIGN IS BASED ON THE FOLLOWING RUNOFF COEFF[CIENTS:,R~}OF CONC. OR ASPHALT PAVEMENT 1.0, PERV OUR GRAVEL DR VEWAY ~i,§ REQUIRED: ~,REA: 3,900 SFX 1.00 X 4"112 = 1,300 CF 23,438 SFX 0,50 X 4"/12 = 3,906 CF 9,778 SF X0,10 X 4"112 = 326CF 6,537 CF 3RAIN 14,306 SFX 13" DEEP = 14,306 SFX 13"/12 X.35 = 5,424 CF )RAIN6,354SFXB"DEEP = 6,354SFX8"II2X.35 = 1,482CF 6,306 CF qE DEPTH VARIES BETWEEN 12" TO16" OVER THE 14,306 AREA AND 0' TO THE 6,354 SF AREA 51TE LOCATION SCALE: PT. 5OUTHOLD DAY 0 500 1000 KEY MAP GENERAL NOTES t. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE TOWN OF SOUTHOLD, AND NEW YORK STATE DEC AS APPLICABLE. 2. TOPOGRAPHIC AND BOUNDARY INFORMATION BASED FROM SURVEY BY PECONIC SURVEYORS DATED SEPTEMBER 26, 2004. 3. A MINIMUM SEPARATION OF TEN (10} FEET HORIZONTAL AND EIGHTEEN (18) INCHES VERTICAL IS TO BE MAINTAINED BETWEEN WATER LINES, STORM DRAINAGE AND/OR SANITARY LINES OR STRUCTURES. A MINIMUM SEPARATION OF IWENTY (20) FEET HORIZONTAL SHALL SE MAINTAINED BETWEEN STORM DRAINAGE AND SANITARY SEPTIC SYSTEMS. 4. THE CONTRACTOR SHALL BE RESPONSIBLB FOR SECURING ALL NECESEARY PERMITS BEFORE COMMENCING WORK. 5. ALL DRAINAGE PIPING MATERIAL TO BE 6" DIAMETER ADS N-12 SMOOTH IRTERIOR CORRUGATED POLYETHYLENE PIPE AS MANUFACTURED BY ADS OR AN APPROVED EQUAL. ROOF DRAIN PIPES TO EXTEND A MINIMUM 10' IN TO THE FRENCH DRAIN. S. ALL ROOF DRAIN DOWNSPOUTS SHALL BE CONNECTED DIRECTLY TO THE PROPOSED ON-SITE DRAINAGE SYSTEM. ADDITIONAL ROOF DRAIN LATERAL PIPE AND FITTINGS TO BE PROVIDED AS NECESSARY TO CONNECT ALL ROOF DOWNSPOUTS. 7. DURING CONSTRUCTION, EROSION AND SSDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO PREVENT THE TRANSPORT OF SEDIMENT TO OFF-SITE AREAS, PONDS, DRAINAGE INLETS, ETC, TI~E METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO "THE NEW YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL'. S. THE'CONTRACTOR SHAM. FIELD 'VERIFY THE LOCATION AND,DEPTH OF ALL UTILITIES PRIOR TO II-JR COMMENCEMENT OF WORKi ~'I-IE* CONS~,ACTOR IS ADVISED Al L SUBSURFACE INFORMATION, SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST BE CONFORMED ACCORDINGLY IN THE FIELD. 9, ALL UNSUlTADLE MATERIAL AND DEBRIS SHALL SS DISPOSED OF IN ACCORDANCE WITH TOWN, COUNT,/, STATE AND FEDERAL LAWS, CODES AND ORDINANCES, CONTRACTOR SHALL BE RESPONSIBLE FOR BISSOSING OF ALL UNSUITABLE MATERIALS OFFSITE. DEBRIS SHALL NOT BE BURIED ON-SITE. 10. ALL PRECAST STRUCTURES SHALL BE CONSTRUCTED WITH SUFFICIENT STEEL REINFORCEMENT TO WITHSTAND AASHTO H-20 TRAFFIC LOADING ALONG WITH TEMPERATURE AND SHRINKAGE, TRANSPORT TO THE SITE AND SITE CONDITIONS AS SHOWN ON THE pLANS. 11.ALL PRECAST S'IRUCTURES SHALL BE MANUFACTURED WITH 4,000 PSt CONCRETE AND SHALL BE DESIGNED, CONSTRUCTED AND INSTALLED TO SUPPORT AADBTO H-20 ']'~FFIO LOADING. ~2, CON"~,ACTOR SHALL SUBMIT SHOP DRAWINGS FORALL PRECAST STRUCTURES DETAILING THE STEEL REINFORCEMENT AND PROVIDE CERTIFICATION BY THE PRECAST MANUFACTURER THAT STRUCTURES ARE DESIGNED TO SUPPORT H-20 TRAFFIC LOADING. 13. MANUFACTURER TO CERTIFY THAT DRAINAGE PRECAST STRUCTURES DELIVERED TO THE SITE MEET ALL REQUIREMENTS OF THE TOWN OF SOUTHOLD. 14. SITE AREA = 1.42t9 ACRES Tl~ '&l~S,~l~E~p~Ot~ ~,; q,,m c~l,lL~n to~,s ~,~ot~,y~ D,,~ s~ NOTE: The ,~pptoved site development pta a period of fl~cc (3) years ~om the S,C.T.M, DIST. 1000 SEC. 56 BLK, (]6 LOT 8.7 Scale: 1"=20' Drawn by: JJC 612/2009 · - · · .,,- JTHE OLD BARGE RESTAURANT Condon engineering, t,.u. OLD MAIN ROAD 1755 Sigsbee Road Matti~ck, NewYork 11952 (631) 298-1986 (631) 298-1986 fax www.condooGngineedng.com SOUTHOLD, NEW YORK GRADING AND DP. AINAGEPq.-AN C-1 OF 2 //OR 'NARDWOOB FENCE-WOVEN Wli E14.5 GAUGE 6' MAX. MESH OPE~ lNG FILTER CLOTH- MIR ~F1140N _ OR ~--- APPROVED E ~ L _[ NA Y EALE$ DRAIig 4~E INZ b-i- (TYI~.) ~, .- FZO F£OW 1. WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE M~. 6' MESH SPACING) WITH FILTER CLOTH OVER FENCE, ~ ~ ~ ; -- -COMPACTED BACKFILL ' BOUND ST~W BA ,- , 5ff MIN. DOWNSPOUT ADA~ER (ADS :~ 2. FILTER CLOTH TO BE FAS~NED SECURELY TO ~'X6" TRENCH 2X2WOOD ~ / ~ . . WOVEN WIRE FENCE WITH TIES SPACED E~RY 24" EXIST~NG~ 3'~' PAVEMENTEXISTING STAKES ~P.) ~~ AT TOP AND MID SECTION. ~ EMBED FILTER z GROUND 6' l EACH OTHER THEY SHALL BE O~R~PPED BY SIX [~ I~$~ ~ ,r ~... INCHES AND FOLDED. 2" STONE OR FILTER MOUNTABLE BERM , ST~W BALE INLET PROTECTION DETAIL ~OREBARS, STEEL PICKETS, '~ ~, ~ 1 ~ CLOTH {OPTIONAL) ' ~ ~ 4. MAINTENANCE SHA~ BE PERFORMED AS 7 RECYCLED CONCRETE PROFILE , 1. BALES SHALL BE P~CED AT THE TOE OF A SLOPE OR ON THE CONTOUR 2' INTO GROUND. FIRST ~ ' ~ ' FACE DE.LOP IN THE SILT FENCE. 5ff MIN. AND IN A ROW WITH ENDS TIGHTLY ABUSING ~E ADJACENT BA~S. STAKE DRIVEN AT ANGLE ~ BEDDING DETAIL WOVEN WIRE FENCE (MIN. 14 1/2 SECTION [ AND P~CED SOTHE BINDINGSAREHORIZONTAL. FLUSH WITH TOPOF BALE ~ POSTS(~P.) ~ ~ ~ MIN. FENCE POSTS. :.'i ~ ~ ~ IF~CEN~RTOCE~R ~ ~DRIVENI('MIN. iNTO~E .,..S.~:; ~ 6"ADSPIPE(LENGTHVARIES) ~ ..,, .... . .......... 9 ............................... ~ S AP OONNEOTI BALE SHALL BE DRIVEN TOWARD THE PREVIOUS~ ~lO 9ALE~AN ~GLE PREVIOUSLY ~ID BALE ~~ ~ : ~ ~ MADE PROMPTLY AS NEEDED. ~~ ~ GROUND ~ENANCE TOINCLUDE ERIODICTOP I~MI., NOTE: 6"ADSPIPE~YBE ~ DISTANCE VARIES . ANCHORING DETAIL (SEESECTION) ELEVATION DRESSIN~Wn 4ADDITIONA STONEAS USED WHEN A DOWNSPOUT ~S (SEEG~DINGAND ST~W BALE DIKE DETAIL SILT FENCE DETAIL STABILIZ ED CO ISTRUCTION ENT~NCE ROOF D~IN ADAPTER DETAIL ~ppROVED PRECAST STRUCTURE NOTES: pLANNiNG BOARD 1. ALL PRECA~ ~U~RES SHA~ 9E CONS~UCTED WITH ~OVqN WASHED CRUSHED STONE LOADINO, -- PROPOS~G~E ~ (SEE PERVIOUS PAYMENT OR AN APPROVED ~U~ UNITS FILLED WITH 10% 61% 2"/. ~? __ COMPACTED SANDY G~VEL ROAD BASE - - ~ I ~ - 2 OPEN GRADED STONE, NO FINES (~SHTO ~1) ~ ~ FINES (~SHTO~I) GEOTE~ILE {FILTER FABRIC) MI~FI ~ W~P WITH fi OZ. (MIN.) NONWOVEN G~VELPAVE2 TO BE INSTALLED IN GEO~ILE {FILTER FADR[O} PART# i PIPE SIZE A B C 0364AAI 3" 2.50' 3,25' 4.75" 0464AA 4" 2.50' 3.25' 4.75" 0465AA 4" 3.25' 4.50' 5.00' 0466AA 4" 2.56' 2.56' 4.83' 0664AA 6" 3.62' 5,63' ~ 6.43" [}864AC' 6" 3.62' 5.63' i 8.43' §' 5 5o' M/~X. 'n '1 -.. REVISIONS POOR DRAINING CLAY SOILS ' EXCAVATETHROt GHBOGANr ;LAYINTOAVIRGIN TOWARDTRENOHESTO~LOW STRATAOFS~ NDANDGPJ EL. BACKFILLWITH -- STONEAREAASOVETO~tN) SUITABLE PORe JS SANDAN, GRAVELMATERIAL PARKING AREA CROSS SECTION Plar~sampreparedbyCondonEngrnse~ng, p.O. It 8.C.T,M, DIST. 1000SEC, SBBLK, 06LOTS.7 PERVIOUS PARKING SECTION FRENCH DRAIN SECTION (LANDSCAPE AREAS) Condon Engineering, P.C. THE OLD BARGE RESTAURANT item In any wa)'. II an item beating the seal of nn OLD MAIN ROAD E~jI,eer, Nch~ct, or LandSurveyoriseJte~,the 1755 Sigsbee Road SOUTHOLD, NEW YORK al/~ng Eng[n~r, Amh~ or ~nd Su~shall Drawn by: J JO a~ ~o m~ ,~m ,~rs~.~ and ~ ~,~. Maffi~ck, New York 11952 'AI~ by'folJ~ by h~ersbnammand~ (631) 298-1986 (631) 298-1986 ~ date of sung al~embons, ang a s~lflc d~on Date; 6~2009 omc a,tem~. ~.~ndonengineedng.~m CONSTRUCTION DETAILS i / ARAI¥S RESTAURANT ' ., :,. , . < ~~.-..~ ' ; ~/ ' WOOD WAlK WDOD WAI.Ik WH_L DEk0ZE AD I - - ~ ~ ~ WM _~--~ -¢ ~ } NPLAN = III No. D~e ] Description i ~ ]D PM P~unu~ mariblma I DEATH PLUH ~ ~AL. CONT. PULL AS 5HOAN Seal' ~ ~ ' [~// f~ 1,]50 AB Ammophlla breviligula~aI 6AP~ A~ERICAN BEACH CRASS FLUES CONT PULL 12" O.O. 2" NULOH. ~O NOT PLACE ~k~bt -- IF A DI$OREPANCY EXSTS B T~EEN THE PLANT LIST AND THE PLAN, THE PLAN QUANTITIES SHALL 6OVERN -- ,," , HULOH IN CONTACT ~ITH TRUNK. ~ ~ y ~ HAINTAIN THE H~LGH HEE~ .~ .~ / ~/*. -- ~ ~ ,CT 2 0 2Oi0 F~ ,O~ DU~ATION OF ~ ~ ~/~/, ~ " OON~AOT PERIOD. . PLANT LECENP ~MLOH, ~IN~ BARK OR ~o0~ OHIP~ ~mm (~) ~1~. , ~ PLA~TJN¢ ¢O~L A5 1 / ~ ~ ~OIL 5AUOER, USE PR~PAREP TOPSOIL 150mm (~') ~IN. I ~IRE, AND BURLAP PROX "X ' r :~ ~ ~ ~ ~ ~ J I __>,!::: .... ~ S.O.T.~¢ 1000-056-06-8.7 110409 ROOT BALL 5OAR FY ROOT ~ q.~ , >, ~' j] ~ ...... ~ ~ ~ ROPE$ AT TOP OF BALL SHALL BE OUT. REMOVE ~E5 ~ -~ 2 0 2~ THIS PLAN HAS BEEN PREPARER FROM Dote ' ~' "~- ~ ~%~ OOO ~ ~*,~ . , , SoMe 2 BACK FILL ~ITH EXISTINe 5OIL.~E~ 4'o'4~ ~ -- ~ %:~ - 5H~B5 "~' --~D '-7¢6~STREVISEDONSEPTEMBER29, AS NOTED NSANDVLOAHSOL5: ~DDO~ Ill I ~ ~ ,;i .It Ill II ]i[i ~[ iII]~~P~EPARED 5UBeRADE PEDEBTAL I " i~ ,,, '~ ~" -- __ [I ~ --- ~ ' THISPLANHASBEENPREPAREDFOR MR HAX BY VOLUHE OOHPOSTED X .... ORGANIC HATERIAL TO THE ' , "~ /... c'~ ............ SITEPLANAPPROVALONLY, THISPLAN Chi<d, 8y ~XiSTIN¢ SOL Fr~ MX~ AT vii : ,;ri '// [%GOHPAG~P 5gB CRAPE ~ ~X ~ALL ~IA. ~IN. _ ISNOTTOBEUSDFOR 12 INCH INTERVAL5 - THO~Og~HLY '- --., m=u.~ "~ ~ BEACH CONSTRUGTIONPURPOSES, Drawing No, 5E~LE ~ITH ~ATER. ~55 A~,r~ov¢%~ s D~,~ 'r~m~s · ARB = 61,938S,F, AN!) CO~'R)~j[O~S O~ 1,4219 ACRES MULTI STEMMED TREE PLANTING DETAIL SHRUB PLANTING DETAIL - =.,.,~.-¢4¢~P ~ - SCALE: NOT TO SCALE 2 3 4 5 6 -/ 8 I0 II 12 13 14 15 16 I'/ K J I"t G F E D ~ ' k ~ 5' LO /~% - ~ 8, , 5ANiTAR~ D~¢IGN CALCULATION5 BABES ON FEB.OS CRITERIA {ADDENDUM) 66d ~0 ¢~' %9 ~ON ~ x ~I>HN~ ........ . -- X I 4S'I . ~ X / ~ lANK ~ X ~ ~ / E~STDIDE(~ISTI~GCONDTON$) ,~ LAWN ~", % ~ / /~~ / / U ~t i~ ~ /k ~ DASEDONASDUILTD~TCIJE& k PARRING: IDISJ 5.~ x ltl G= I.¢53C.P. , N4tX ~- ~ ~ 4 / ~ ~ /~ ~ ~ ~ ~ A FROVD~D 6YPECONCSURV~ORD X ~XISTING HA~SURFAC~: 13475F x Iix J = 94CP ArR 0g, 2004 Xk~ / J5 /' ,'~ ~ ~////,AA~ /~ ~ // /_~ ~WFORANYPERSON, ~ THE OLD DARGE DETAIL " ' ' ' ~ -- ' , , ~,~J- ¢~ ¢ DIRECTION OF A LICENSED ; ~ REBTAU~NT ~V / ~vA ~ ~-- ~ ITEM ON THIS DRAWING IN ' ~T. 25 / . . ~ ~ FEOPE¢51ONAL ENGINEER J 998 : ';,' 'AUG.O6. DCALE. I"= 20La'' --= ................ 02 I 7 C D A