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HomeMy WebLinkAboutSouthwold Maps file # 1 3/28/06 ADD BLDG'S/USE JM oRAvry ee ✓M ogre 02/)6/06 CNECHEO 9Y `/M ORAMNC NO )Q9—OB ✓E)6 NO )�'9-06 SHEF1 ) OF I NO DATE DESCRIPTION BY UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVEY MAP NOT BEARING THE LANE) SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL HOT BE CONSIDERED TO SE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN 362" ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE ROp TITLE COMPANY, GOVERNMENTAL AGENCY AND f1A 3E) LENDING INSTITUTION LISTED HEREON, AND N� ISLAND �({, p39 TO THE ASSIGNEES OF THE LENDING INSTI- TUTION GUARANTEES ARE NOT TRANSFERABLE. 10 i f�� / 31 3,1z L3p�5 -03' Nil.2T4 3z rt M Np. 1000.63 415.71 3 3636 /-O 3p 3a i / � / " X3155 "I x631 00 y X3112 S: n 32 m a X323A X31]3 WOODED AREA s o 0 34 31 MM O� -4 O w 33 33ZO l�3� 11 1 x]z z9 , \ / 0 7v ' / m w L a31e + t.ft Xm u / // O 70 O O �= ir 33 \ ward bare tlehrl. 31 _ — — 30 r // 1^�\ i• ° TF r 12974 32.45 yi ]261 �1 ZL'4p — / X3255 I \ '3x"S 1 // 1 59. 2 X3,89 /30 19Q / ' / / //29 I 1 STORY FRAME (T X3251 / X'ISC / / 74W RESIDENCE X62.2, / 28 Xn 23 X27.80 WOODED AREA / X29 56 / / —\ X]z / / .p9 / / 32 42'E x3LM rzi 70 GENERAL LINE I Xs a4 , / / // OF BOAT STORAGE / / %2566 AREA 1`� �- // J / // X11.36 3L2rz � / X3691 \ h X31v // 31 � / i 'rzi,a, /X26.ee "uo" / X27,48 WOODED AREA X2,.5, a Er; ti o - n o 31 A _ _ _/ / 3E) /27 cf m p I 62'E / / 2970 128 3 w X3a77 , 1W73 I X9 UB 2]96 W ARFA = 294 202 SQ.U 27- - - - - _ ""o 28 m tizm X3Dq OR 6. 7$ ACRES xMt la ' X36„ xap.3, / 1 N %2956 / ` // X26 s3 V m p'oor ° X26 51 / �� 2s 2 STORY FRAME 6a'E X2121 RESIDENCE o \ r W 4r 30 - \� // // / X26AE I X26541 � / I 27 X29 92 %29 56 29 x121 1 '2945 / z 121121 \ eme5A, ^ 28 / 31'W / � ��� S.C.T.M. NO. f000-63-03- /' / / - ' WOODED AREA \� / n a / TIRE' / 1--`H Xz9 zz / / X2859 / X2694 Z d / xz715 /27 / ` 17.2 b Z I STORY METAL 26 I/1 66, 26 a BUILDING- BOAT x9 // /" // \I X2656 ( o STORAGE IF REPAIR { / L GENERAL LINE 25 / 11 X2645 CONCRETp 0 C 3 X64 MONUIl1ENT m OF BOAT STORAGE I i / X269t 1 / AREA Efi , Xzfi 25 CHAINp OF DE FENCE / 1 62'W 9N' / �1 -/GRASS AREA Xzfi ze wOODNe�rwc \ WOODED AREA �� / 591 %2618 J / w 28 2T Gv / / �r nee9e row / 13 TE X26.36 X2fi 22 if STORY METAL 8 FRAME // \\ %26.24 �b z BUILDING - BOAT o / X2636 STORAGE E REPAIR o f // 12511 ` 1 STORY FRAME a z X25IS o my X2,24 / X2616 GARAGE Lad "" o 70E ; PIe m / p / 'x656 / / ,63 O/ ? O 28 27 / 26 iPo� . 26 nea5e r°.l' 0 36' °°N H 70 26" srcnMOgE� cprvcRElE / 'Y95 \ ^� ned5= mw �'� Eze.3aN O 2 STORY FRAME DNpMENT °5 v FRAME 1ea�N \ o CS et°cpmv rs°=e / ���- -' / a BARN / - - - - - - e"Ircnvp 63 2603 26 o GARAGE C U etl9e °t Pavement nce D 1 5.5 2463 X 1 � / 25 b1 � i� SHpEp 5 METAL LITYI cov I 1c1hal O I / 16" while M1ed9e mw o cant p L� SHED j0.f0 " e 1pM11.00 pavement hvcF �\ 26 snetl a S87°5850 W S85°14'40"W Pry,[ - - - f -- 0 X256) n (STORY N 2 BUILDING w R.up Rr S.C.T.M. NO. ) FRAME BUILDING a_ � i 5 2 6U°�PINC�ME d "2 82 1000-63-03-16 OFFICE / \ e, o BUILDING nCORau6W a E N N rrn ae \ a r m Z. y o o O / 1,.z e \ FRAME Q 2 STORY FRAMEci 0 z A y 6TO6NAIT IE4 77o walk 1 GARAGE h BUILDING SOUTHOLb a YOGA CENTER c �, m 'r-o�°t 6,6'w hk, r°w = a / n O a 3 A Bruce, 26 rE 2 STORY FRAME 5.i 6 3 Br / C ^ RESIDENCE15 So n MCI o D B'W 26 10 w 2 STORY FRAME x off. }s 215631 496, 0 2 STORY FRAME mp oa� 25 b o RESIDENCE � _ _ _ _ _ �-f S.C. No. �+ .N 2526 —' o RESIDENCE , 1 1000-63-03-f4 ; I�'�' 2s"2 / 831 p — _ ' — fO 0 tr°me p', P°els n.3A Ad ' ndlag 24" WALNUT 26fi9 2595 • , 1 // 8 / \ EP 1 2'W .111d,P°le 26" WALNUT w ulbllY F°I_— _ 25 • , 1 / S.C.T.Al.N0. SC.T.M. N0. — — — "—� W" �rrete eINI — / "I 'r25n6]mnt 2569 — _ X2553 — x509 1000-63-03-12 1000-63-03-13 525 �'� - - - x535 wHIE TRAFFIC UNE - / IV 9 tn�zs 3, x5.]9 25]t 16 WALNUT 3(--_ 1. Z52E hOsln 25.16 ILGA 25 NA DOUBLE YELLOW iPPFFIG LINES 26 16 2 STORY FRAME =x..04 fi, edam WHITETRAFFIC LINE 25aa 2fip3 25 ez 2531 2596 WNITE TRAFFIC LINE 2551 BUILDING- INN/DAY SPA 2 STORY FRAME DRUB YELLOW "'NC uNES 2WESIDOUND IAN K'hr1tul 65 arae =°m drop r6m ar°a curb drop rum arae curb EA5Tg0UND LANE x5,63 e..YA 2S5] 2512 2fi 00 2 STORY FRAME BUILDING IVY WHITE TRAFFIC LINE 6 gp" AID, 25.59 2594 Y II UU RESIDENCE LEAGUE FLOWERS 6 CONCRETE CURBING 2911 250' x55e from 2566 2 STORY MASONRY 6 29too ara9 RI. BUILDING - VACANT for, MAIN ROAD 191.30' CIA IBIJ ,SWIi S84°04150"W a NYS ROUTE 25 TOPOGRAPHICAL SURVEY OF PROPERTY SITUA�-"`TED IN 2 STORY FRAME BUILDING f STORY BRICK S o u Ll d [AND SURVEYING FOUNDERS POINT GALLERY BUILDING (741) TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. V a SUBDIVISIONS CONFECTIONARY CORNER TITLE & MORTGAGE SURVEYS SC. T.Me NO. f000-63-03-15 FEB.TOPOGRAPHIC SURVEYS P` Ln SCALE f 401 Ef5, 2006 LAND PLANNERS N N n SITE PLANS ^ -'°N Q N N T'3 0 m< GRAPHIC SCALE 0 JOHN MSI..L L.S. PHONE 631 724-4832 SO 40 160 LICENSED RK STATE LANA SURVEYOR ( ) O 2p qp Bp NEW YORK STATE uC NO 49866 FAR: (631) 724-54553 Yr r. .^ ° 93 SMITHTOWN BOULEVARD SMITHTOWN NY 11797 4 q75I5 - ( IN FEET 1 inch = 40 ft y.,Ra. qg �O3-1B 5 'a,LL1,O5E WRB END LAND ON ay pyvar of vALEwE w- h 25 _ (TYP) ADDRESS: 5BT5sY 11971 g '� - Bye-n.z sa'' zae He _ TN - a �' U_ DEP REAR AND SIDE YARD ENCLG9IRE: S.O.T.M. N0. FOORMLY (P Ute: SFR PROPOSED DED,CATED ¢'S PROP_T FU �cY uw FENCE 'WDM R OR ZUSTOV, i ASpiIALT,,D Re PROPOSED p� GREEN CCIDR POSTS SETA .19015 ROUTE 25 G GARAGE �VO AL W 31 0.0 D' C GONTRAREPW I 5�AS MIN 2 DIA GALVAM2ED ADDRmU� NY 119T , ��N�pHLE g S_O O.C. _1l.♦ ROD STORAGE AREA I �T SECTION S. D'Nt0 OR o-6 Y OF A USL 3R �^ °� Y � 1KA209 DOW �NN MNCFDI fir., 5ee6N ROUTE I E S07°44'40'1 71 "VOM RBD ' Yo Ug SFR 3 22.78' E D n 7� SDI--. . HO. OR F(RMERLY Or OSED '� O O 6 T ti J µOINONJ T­j6815CNY FOM,YON, 25 C) L �,d ADDRESS' Y11971Z SOUTNQD. Rao A zo.. story frame c .< uZ WR °\ ° r O residence d W w DO ¢u •^p' s ne 11 ° 14 J R6FR T;=TPROPS DETIL € z w 07°38' Z: UNIT •36' J �J,p�,l•'f�' �wvasnxG ; I O a O .-. �a (IYP) O � o D F $ PROP SP i— V) u Q0 BUILDING B . °W` `= OROsm RODr .(' 3 w UNIT 'iA m°., PDRo �� UNIT 13W fT P) J I Cy- in BUILDIUNIT -2111o, ® A N + ° BUILDING B UNIT '7A' §z r ' UNIT 'IS- ly O UNIT'28' UNIT 3A } r UNIT is' ®. N0'4'45'20" ji $ CGN,R Tm z ALL -- rc a SEE oGKr nYP7 17 8.00 : € = I €� _ w 05E c"B E"D a a PROPOSED S'NTO EET UGNMIG DETALON _ g� �k5 e' NJ ` U REFER EET SF-9 A f - O F E MASONRY f F W j8 a PROPOSED5D DFS ENT NAME I< M N O R DRIVE Y o o y R ACE Bp SDES N k PRS Y� f ,P •� k SF.T.LL N0. ,DODRmmy-OP C, E y1RFADE (TYP.) E 0 EGDRE A: M NOW OR �TE 2 ADDs¢,U), NY11971 25 \ 1— F= CO ZONE He O \ Z z� lniip O k' 0) USE SFR \ o\ m "Mir 8 1 UNIT •3A bqD/lyG PRO,'E 5T 15'-0 NewR�S \ D B A A0.L. ALON i O UNIT 'i6' O 1€ Y5°R O C E p BUO DING A I f /i UNIT•3p UNIT .pip UNIT 7B• o O UILDING B W p LAND . Na. R I`OR S-03-,F 1 � $ LAND NOW OR FORlEf+LY OF uNll,, fio 00 JANET L RYAN UILpING A fi o n SDUSTN%�D. NYR'OUIE 25 ZONE. 1T '� UNIT '26' UN�`1p \ 6�� 00 e NB I UN \J DO USE: sm cn U UNIT '381 P o UNIT•ip ., 1 I 1 N05°3050W SD.T.w. ND. ,DDD � 03 ,2 i LAND RDW OR FORMERLY OF � YMD: PILEB REALTY HOLDING L c _ G AURG SIDE ADDRESS: 55275 ROUIE 25 S.LTL. NO. ,00"'WLiY OF PRDMDE FOOT E ��S VA� AT e,,p,RHOLD,ZON H 11971 f . LI.NDONRARLES ON W. MTDOE O.C. ACDNG IMS ZONE HB I 56 W. TbROiTE 25 15•_0• USE AUTO REPAIR / INDUE NY 1197, S,DE YARD ONLY. ZONE NB 61 6.57' PROPOSED 1EAR AND yDE YARD USE: STORAGE RE: sO _ 6 p�GN GREEN INCUR CHAIN UW tJ FENCE MTH 2' INA. GALVfi-D. O.C. i .N S—, yERROAL Po51S SET A -O O I I 0 PROPOSED REAR MD I'm R�E'' HIGH GREEN GIM WMN yERRDAL `° PosTs SETA 5•—D° D.G. N05°30'50"\N 51 .34' \ \ \ \ BOISSEAU AVENUE ` (TOWN OF SOUTHOLD - 66' WIDE) -- 0EC 10 70 1 THIS SITE PLAN IS BASED ON THE SURVEY PREPARED BY JOHN ` - MINTO, LS DATED FEBRUARY 15, 2006 REVISION 12/5/07 MEN RMS CENGINEERING SOUTHWOLD MANOR ALIGNMENT PLAN S■ \ V O SITUATED AT APPLICANT: EAST END RESOURCES, LLC OI NER: ALBERT & RITA COHEN ■ Robinson Muller & Schiavone Engineers PC SOUTHOLD 666 OLD COUNTRY ROAD, SUITE 901 56655 MAIN ROAD GARDEN CITY, NY 11530 SOUTHOLD, NY 11971 TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK OWN. BY: SL CHK'D. BY: GJS SCALE: 1" = 40' SHEET: 355 New York Avenue, Huntington, New York 11743 I. 3/zz/o� COORDINATE PLANS WITH TEAM SL cJs g Gregg J. Schiavone, PE DATE: DATE: JOB No.: SP - 4 P _ n C NO. DATE REVISION DESCRIPTION BY CH'D Phone 631 - 271 - 0576 ox 631 - 271 -0592 www.rmsengineering.com NY State License No. 76387 SCTM: DISTRICT 1000, SECTION 63, BLOCK 3, LOT 15 05-03-06 05-11 -06 21115-115 J `t BENGH / PLANTER T1"P. WOOD DECK WOOD DECK 37'-2"x 16-0" WOOD DECK 34'-0"x 14' LL' � -0' m 34'-2"x 14'-0" 34'-6" 45'-0" W.34'-6 W. 9' I " BREAKFAST BREAKFAST BREAKFAST LIVING ROOM 28'-11"x WAD" I J � I Oo KITCHEN LIVING ROOM 14'_9"x20'_2" •I O NG ROOM O " LIVI 20'-0"x 22'-1" KITCHEN 20'-0"x 21'-11" KITCHEN EGD - 'i – �� 13'-8"'x21'-0" WOOD DECK 13'-8"x 21'-0" i---r-------; •----'_-_" _-._-_.......-- _ — _ _ _ _ — — _ _ _ 6 -0.1 x 40'_2'1 o . - - j ` ------------- -.`- WOOD DECK • MASTER BATH • • 4'-3"x 4'-10" LAUNDRY IL HALL O I OO O J ASBATH 0 . • LOSELALIND (FOYER LOSE QAV 6'8"x-wlr OMA'STER BATH O O 5'-8"x•4'- '-0"x 4'--a'xa` 4'3" 41.9" O CLOSET HALL CLOSET LAV10'-0"x 13'-6" 11.0"x 6'-0" 3'A"x W-0" 3"-B"x 6'+0' 4'- "x6'-0' HALL IHALL LFNFOYER 23'-E' x2'-e" CLOSET/ R41Lp RAILG �v0 _3"x 4'_10" '-31 x W-10 2 CAR GARAGE oN uP GN 20'-0"x 21'-1" 14R bI L U R 14R HALL LOS HALL 'CLOSET CLOSET LOSE r10^xs 3'.3"X5"-4" 4'3.1 x 6-411 4'-3"x SW T-1"x V-41, 2'-O"x 5' MASTER BEDROOM 16'-V'x 13'-0'1 FOYER MASTER BEDROOM 1'3'3"x 18'-3" 2 GAR GARAGE 2 CAR GARAGE 22'-0"x 19'-9" 22'-0"x 19'-10" MASTER BEDROOM WOOD DECK IIB'_0" 18�_8�Ix16'3" �•"'"""„"»""'. .� '! 2569"x 648" N pv 17 2006 :. FIRST FLOOR PLAN BUILDING A SCALE: I/4" SOUTHOLD MANOR Nw Roes(IM 2b) 5amol.o N TOW 231_9° 1 20-4" BUILDING 01,411 FIRST FLOOR PLAN 44'-0" 3710" MARK 'MICHAELS, 'ARCI-IITEC ONE PONE COURT SETAUKET NEW YORK DATE: JULY 4, 200 ,q Q1, SCALE: 1/4" g V-0 , 2V-0 PROJECT No.: 2606 - T------ --------- �,- - T --- I II OPEN BELOW ';OPEN BELOW OPEN BELOW 34'-2"x 11'-2" 34'-2"x 11'-2" Anlll. 29'-11"x 17'-4" 13'-9"x 24-5" , � 1 , I T-6-x.76'-0". - --- __-------------_ '------- STORAGE CLELE� STORAGE ^------------- ----------------- -----'v --------- - --------- 0 W-2"x W-1" ATH Nb.3 0 ° BEDROOM No. 2 W-5"x 20'-3" CLOSET 8'-5"x 25'-0" BEDROOM No. 2 12'_6"x 16'_0" IM0 LOFT 5'-8"x 9'-8" '-8tfl',8" ! 12'_1"x 16'-0" 1T-O"x 91-8„ -----------�' HALL HALL ------ - O O OSET as„x,q-g, CLOSET O, CL 7 ------------------------ -2”x 4._9„ OPEN BELOW— -------------- ELOW OLELEV ET/ CL O SET/ OPEN BELOW -- 4�_3— X V-10" 4'.3"x4--10� RAILCI !•••,• BEDROOM No. 3 BEDROOM No. 2 20'-0"x 19'-3" ------------ RAILLa WR DN WR HI I T_7„x 9' - ------ ----------- 11 �_____________________ _ ___ __ f -y1,�!, -------------------------------------------------- CLOSET ---------------------------_I 16'_6"x 16'-10" 9 ;C�_,_ � CLOSET OPEN FLOW ------- HALL 4'_2"x 5'_6" 8'-5"x ORAGE STORAGE CLOSET 4-WAx'5'-W' � -------- - ---------------'I 37x68 In Ali O -- - ----`- --- -- ----- '' O BATH No. 3 ------------- --- ---y- BEDROOM No. 3 ---_--- itP BEDROOM No. 3 � 1'5'-0"x 11 A '-1"x 12'-10" 15'-4"x 16'-10" , ------ ------------------- BATH No. 3 8'-1"x 12'-10" ---------------- I 5EGOND (FLOOR PLAN BUILDING A SCALE: 1/4" - 1' - o" 5OUTN'OILD MANOR NMPMME75) Ea88W NOYOW BUIILDING "'A" SECOND FLOOR PLAN MARK MICHAEL5, ARCHITECT ONE DUNE COURT SETAWET NEW YOPoC DATE: 00 - JULY SCALE: 1/411 - 11-: DINo: � of 1 PROJECT Ho.: 26(D6 r- - - ----- -- - -- ----- - -- - ------- - ------- -- - - - ---- ---- -------- - - ---- - F- ----- -- F- - -- ----- - - - ---- -----L --------L ....... ...... ..... . ------ --- IL – –––T___ ___ _____ ________J--_ – ____ --L r-------- --- - ----- Ir ---------- I- ----------- L- ---- -- -- ---- -- - F----------------i ---------I I I I I I I I r-- ------ ---- ---- - ------ ----- I L-- --- -- - r- -- - - -------- --- ---- - --- - -------- - - - ---- - - ----- ------ ---- - - -- - --------------- L -- -----f-- ---- -Tj I --- ---- -- ------ ---- ---- - ---- ----- ---- --- -- - ----- ------ - - - L LZ R B H11 7- L _jj I j c STORAGE 23'-9"x 21'-8" 11 I EXERCISE RM UTILITY 18'-6" x 30'41 19'-11"x 24'-10" BOILER I UTIL[TY 13'-1 0"x 29'-5" UTILITY EXERCISE RM 97- 6.x 3076 V CLOSET/- - x 5'- - ------ ----- ----------------- ITi i f I !F------ ---------------------1 UTILITY/ 4A"x T-l" CLOSET/ UTILITY/( I UTILITY/ RLE-v— CLOSET/ ELEV 4� 4'-3" x 4'-1 0"RAILG S-F x 4'-'l 0" 5'-3"x 4'-10" e x 4'-10" RAILG 14R Ur L---- ---- --- UNEXCAVATED UP 141R EXERCISE RI.1 ij -- ---- -------- --------------- ---- -- -- JI – – –– 25'4"x12'-10° –––––– ––––––––––––––– ––––––– _STORAGE 13'-4"x 21'-9" UNEXCAVATED I STORAGE -- ------- - - ---------- - - ------ -- -i L UNEXCAVATED 13'-4"x21'-9" ---- - --- ---------- ------- ---= FOUNDATION 5A6EMENT FLAN BUILDING A L----- - --- ----- ---------- -- ---- -il IL-- --- ----------- --jI I - -- --------------------- ------------------------------- IL----- - --------- - -il IL------------------------- -----J ; I - ------------------- --------- -- ------ ---------- &OUTHOLD MANOR MAIN ROAD(RTE 25) BMTHOLD NEW Yaw, SUIILDING ''A" r-OUNL.),41 Ir-)N / 5f= MARK MICHAELe, ARCI-41TEC-- ONE DUNE COURT 5VAUKET NEW YORK DATE: JULY 4, 200ro SCALE: 1/4" = '�O" IPROJECT No.: 2606 I ` DIMENSIONAL ASPHALT HINGLES TYP. I IH H I ® ® ® ® ® ® ! CEDAR SHINMES TY . ® ® ® ® ® ® WD. CLAPBOARD SIDING HOOD go I H1111111111$11 44144,w rm I II I ILL====______-_______________________________-___=__====�J FRONT ELEVATION BUILDING A SCALE: 1/4' - V - 0" WD, CLAPBOA SI I a na U �� 9_I �❑�] SII I 5OUTHOLD MANOR L ° SII Iih- ❑ jIh- II _ _ _ _ _ _ _ _ = = = = = T , I MNRM(RTE25) WZWLD NMYax ELEVATIONS - - - - - - - - MARK MICHAEL5, ARCHITECT _ _ _ _ _ _ - - - - - - - - ONE DUNE COURT 9ETAUKET NEW YOI�IC LEFT 51DE ELEVATION C RIGHT 51DE OFF, HND. ) BUILDING A DATE: JULY 4, 2006 SCALE: 114" . 1 SCALE: 114" • V - 0" PROJECT No.: 2606 ` DIMENSIONAL ASPHALT SHINGLES TYP. i 12 HT �12 ® G DAR SHINGLES TY . II / RICK TYP. 12 4 FM 1 1 ® Ili it - - - - - - - - - - - - - J - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - -�_ - - - - - J - �- - - - � - - - REAR ELEVATION BUILDING- A SCALE: 1/4" V - 0" SOUTHOILD MANOR MAW RDAD(RIE 75) EQII aD NEW TORO WILDING "A" ELEVATIONS MARK MIGHAELS, ARCHITECT ONE DLHE COURT SETAUKET NEWfrYO'/R/�JK DATE: JULY 4, 1006 SCALE: I/4" = I'-0" Iu PROJECT No.: 2606 1 I WOOD DECK 34'4"x 14'-0" WOOD DECK 36'-3'x 18'-0" WOOD DECK 34'-3"x 14'-0" I 35'-0" 44'-0" 35 _® F7 'L BREAKFAST BREAKFAST BRELI$FA6T I i I ❑ LIVING ROOM WOOD DECK44'-0"x`I8'-6" LIVING ROOM LIVING ROOM 6'4'x 40'-0" a i- - KITCHEN I �0 1 Oa D Q.. KI TCHEW 10 O D oil WOOD IDECK i r---------"' ! 6'-0"x 40'-0" ------ --------------_ MASTER BATH O LAUNDR-1, STORAGE •• O72'-1"xT-T' L V T_2"x 5'-0" 5'-2"x 5'•6" O � .�„x 6'•9" O O LAt1NDR O L L TCLOSE 0 O O CLOS y 5'4"x 5'-0" 1 r-a x z-o LA✓ CLOSE 2'-0"x 5' O Ofi0"x 2B2" CLOSET HALL GLO6ET ELEV ET/ 10'_0"x 1 '-2" a 5'-27 '-0" TER BA H 5'_2"x 5• "x 5'- ' 2'-V x s " FOYER O 4'-0"x 6'-0" 3'-5"x e'-0^ O HALL HALL —_ CLOSE, / CLOSET/ FOYE RAILG ELEy ELEV RAILG 4'-3"x 4,_10" O 0 4'-3"x 4'-10" —ffM UP DN HALL IDN �p 16R i 14R 114R IiR 2 CAR GARAGE CLOSE HALL LO6 20'-0"x21'-2" LOSE HALL CLOSET 4����x 4'-8" '�"z4'• ' -0"x 4'-9 1 4'-3 x'4'-8" MASTER BEDROOM 16'-8"x 13'-0" FOYER a a _LCAR GARAGE _LCAR GARAGE 20'-0"x 21'+1" 20'-0"x 21'-4" MASTER BEDROOM WOOD DECK MAfiTE BEDROOM 13'-8"x 6'-3" x 6-U' 123'-8" — — — — — — — — — — — — — I I 114'-0" FIRST FLOOR PLAN 5UILDING B SCALE: 1/4" • 1' - 0" I SOUTHOILD MANO MAN RM(RIE 75) 5015101D N5W YOW 20'-10" I4' 2" 14'.2-1 BUILDING '"B" 44'-0" e FIRST FLOOR PLAN MARK MICHAELS, .ARCHITEC ONE DUNE COURT SETAUKET NEW YORK DATE: JULY 4, 20- IDW0, 60SCALE: I/4" = I'-091PROJECT No.: 2606 , i , ,Y, r' I OPEN BELO� l i i ' 20'4"x 12-2" OPEN BELOW W "' 20'4"x 12'-2" ATTIC OPEN BELOW 29'-71" 14'-9"x 13'-S" LG Lc OBA1W No. 2 STORAGE O n BATH No. 2 7'4"x 10'4" • 'JO _ - - 7'-4"x 10'4" LOFT CLOSET 4 T - ;: %i:• 22' "x 13'-11" CLOSE --------- 4'-0' x 7 LC BAT 0 3 °O 1 10"x2'- 8 , x79 BEDROOM No. 2 CLOSET ----- BEDROOM No. 2 CLOSET 13'-8"x 17'-9" -- ------ 13'.8"x 17'-9" T4"x 4'-D^ T4"x 4'-0" - W. CLELEgET/ v • CLOSET/ STORAGE CLELE gET/ ELEV BEDROOM No. 3 4'-2"x4'-6" ------------------------------- 41-211 x 4'E" BEDROOM INo, 2 C 20'-0' x 19'-4' -------------- 12,-1°x19,-2„ DN N DN 6R R BATH ob. 2/ hL_ r , - R41LG RA LG LOFT' I _ ------------------------------- X _ ____________________________ x520'-8° -2" LOF t 'd I I I , Iii• , I CLOSET `/ � CLOSET 5'-0"x 6'-0" I'll O,, 5'-0"x 6'-0" I I ------------------------------ --------------------------------------- BEDROOM No. 3 - BEDROOM No. 3 1 • I , 1 20'-7" 14'4" - " 20,_7,x 14'4" U -' BATH No. No.,B 5'-0"x 8'-� a SECOND FLOOR PLAN BUILDING P SCALE: 194" I' - 0" • SOUTN41WOLD MANOR MAIN ROAD(RM 76) WiTILIMD NO YORE 5UIILDING 11511 SECOND FLOOR FLAN M,41RK 'MICI-IAI=L5, ARCNITEC ONE DUNE COURT BETAUKET NEW YORK PATE: JULY 4, 20"V-01 ID1, NO, O1I0SCALE: 1/4" '= I'-0"' V PROJECT No.: 2606 -------� ------- ------------------------- r--————— -----JI LF'-----r-------=------------L------- --------------------- I r-------� I j L-------- I I I I , ir — Ir----- ----1 ,---------- -------- —J I L_ 1 ---- L— -------- ---------- ----------- ---------- , r------ 1 -- -------------------------r------------------------- ----J L__ I I ---I L________________________________________----- --------------- ---------------------------- I I I I I II I J L I I I I I I I I I I I I I I I I I I I I i I I I I I 9 I 1 1 I I 1 I I I I I I I I STORAGE 'I I ' 23'-10"x W-7" 801LER I I 1 I I UTILITY ' I I UTILITY 1 1 I 1 I UTILITY 20'-2"x20'-10" EXERCISE RM I I I 14'-10"x 30'-0" II I I I 15'S"x 30' IEXERCISE RM -0" I I I I I I 1 1 1 15'-5"x 30'-0" I it 1 I ' I I I II I I I I 1 I I I CLOSET/ I I I 4`3"x5'-0" S _____________________________ I I I __________________________ I % r— K- 1 IL-r—I 4'-3"x4'-10"UTILIITY/ I iRana 1 ' EkERCIBE RM I 5'-3"x 4'-10" UNEXCAVATED 112'-3"x 2T-1"Up 14L______ ___ 14RI I ------------------------- --------I I I I I I 1 I I I T I I ' j I II I STORAIEI I , 13'-2..x 1'-2„ UNEXCAVATED 1 1 1 ' ------------------- 11 I I I ' I 1 STORAGE I I I I I , I I I ------------------ I I I I ' IIS___________________________- I I I UNEXCAVATED I 13'-2"x 1 2" r--------__--- 1I II I I I I1 1I IL-----------------------------� I I L.--------- --------� ' FOUNDATION / BASEMENT PLAN BUILDING B IL-------- ---------J 1 1 ' ' 1 1 1 ———--————J n v ' L—————————— _——————J L-------- ------------------J r-------- — SCALE: 1/4 I' - 0' --------i L------------------ — SO THOLD MANOR NANAMM1111 films OLD 5511 YM BUILDING IIB" FOUNDATION/ BSMT PLAN MAR< MICHAELS, ARCHITECT ONE DUNE COURT BEhNXET NEW 7oR DATE: JULY 4, 2 '-V IDI, 11N0" A(1�/ oIk^ 10 SCALE: I/4" a 1'-0' PROJECT No.: 4606 DIMENSIONAL ASPHALT SHINGLES TYP. CEDAR SHINGLES TYP DIMENSIONAL A LT SHINGLES TYP. RD air I HF Hl R CEDAR SHINGLE5 TYP. - - - - I �T- - - - - - - - - - - - - - -I� IIS - JII - - - - - - - - - - - - - - � rr- - - - - - - - - - - - -----�T� I � I I I I I I _ _ _ _ _ I - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FRONT ELEVATION BUILDING B SCALE: 1/4" - V - 0" FFF W I I I SOUT-IOLD MANOR — — — — — — — — — — — — — — — MAW ROAD!RIE 25) b%THMD NEW YRK I � I BUILDING "B" I I ELEVATIONS -JJ MARK MICHAELS, ARCHITEC LEFT SIDE ELEVATION C RIGHT SIDE OFF. HND, BUILDING B ONE oum COURT BETAUKET NEW Yow DATE: JULY 4, 2 SCALE: 114" I'a° = - 0" SCALE: I/4" IV'-0-0" �b�Vy�$f IU1 PROJECT No.: 2606 ® 14 DIMENSIONAL ASPHALT SHINGLES TYP. �6 CEDAF SHINGLES TTP. 17 �16 12 —14 BRICK TYP. I W. i I I I I I I 'Il I I I I I I I I 4 I I I I I II I I I I I - - - - - - II- - - - - - - _ _ _ _ = = = = =I= _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ REAR ELF=vATION 'BUILDING B SCALE: I/4" I' - 0" SOUTHOLD MANOR MART ROOD(RIE 2b) E00= NSU TORO WILDING "'8" F� �WAtIONS MARK MICHAELS, ARCHITECT ONE DUNE COURT SETAUKET NEW frYORK DATE: JULY 4,- 006 V-O DIII� NO, 10 of I0 SCALE: I/4 I'-0 IIWI�$f I1 PROJECT No.: 4606 t !DISTRICT 1 1000 SECTION: 63 BLOCKa 3 !LOT r Is ZONE NBD R-80 ZONING R-80 ZONING HB MIINING DISTRICT DISTRICT DISTRICT — 310.00' - - - - - - - - - - - - - S7D38' 10" E - 622.78' - _ - - - _ _ - - - - - - - - � - I \ - - \ � I I I O \ \ 10,000 10,0001, 10,006110,004 ' 110,008 110,021 110,027 , 10,009 I 10,000 1 10,033 10,037 a W 1, 11 !� 10 9 I 8 7 I 6 I 5 1 4 3 2 1 I "' a \ 12 10 907 10,486 �� 1 1 I a y , \ \ I I I I 1 Q 1 13 it 1 1 I Q '� _ _ Q c1 178.00' N 4D 45120" W Q14 — - - - - - - - - - — - - - - — - - ;to 10, 117 o� I HB ZONING DISTRICT 2 III Q °1 I I t / 15 16 I 17 1 I I I 1 18 1 19 1 20 I 21 1 22 1 23 I 24 0 I lye ' 10,03 1010 , 196 110,076 , 10,011 110,020 110,026 110,023 , 10,027 , 10,026 11111901ce 2 O , ; - N 5D 30150,' W 676.57' o TOTAL SITE AREA WA 294,185.78 S.F. 'N N HB ZONING HB ZONING N t- DISTRICT DISTRICT DISTRICT - - ) 01 so A)reSo 351 34'' W YIELD PLAN DRAWING LEGEND w.• --- SCALE: 7" 0 80•-0.. General Data and Information: — — — MAR A ]!cant EsstEadResoumes,LLC — PROPERTY LINE Site Location 56655 Main Road Southold New York SCTM No. District 1000,Section 063,Block 03,Lot 15.00 �,�,tli!%I^ ✓✓'° Lot Size 294,185.78 sq.ft.(e rox nate) 6.75 aeras) ro n utrements: _ usiness Zonin District "RB DistriaP Re aired Cade Compliant as Proposed I Lot Sita 10,000sq,ft. YES SOUTI--IIWO!_D t'IANOR Lot Width 60 ft. YES Lot D W 80 ft. YES MAIN AD(RIE 761 6WiNOLD NEW TOM a Width SO R. YES c Ri ht-of-wa Radius 75 ft. YES Len o£Cul-de-sac 800 ft. YES <� l y yo Y11=LD PLAN Yield/Density P sv. q �1% Total Lot Area 294,185.78 sq.ft. Total Buildable Land Area 294185.78sq.ft.(no a lieable deductions) "„�� MARK MICNAELS, ,4RGNITEG Total Permitted Lots 24 ONE DUNE COURT BETAUKET NEW YORK Total Number of Units Per Lot in HB District 2(single family residence and accessory a artment Total Yield for Pro (multiply number of lots by number of units per lot 46 DATE: FEB 26, 20(Ol Proposed Number of Units(including three 3 affordable units 27 SCALE: I/32” I'-0" JDM, NO, 10� 1 PROJECT No.: 2606 I GENERAL NOTES CIVIL ENGINEERING DRAWINGS SHEET N. RTE 1. RMS ENGINEERING SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS MERIMS. TECHNIQUES, OR SP-1 COVER PROCEDURES UTILIZED BY THE CONTRACTOR Not FOR THE SAFETY OF PUBUC OR CONTRACTOR'S EMPLOYEES; OR FOR TIRE FAILURE OF THE CONTRACTOR TO CARRY OUT THE WORK IN ACCORDANCE WIN SP-2 SEE INFORMATION. BULK TABLE, & WELD PLAN THE CONTRACT DOCUMENTS SP-3 EXISTING RESOURCES AND SITE ANALYSIS PLAN (ERSAP) 2 ALL EXISTING STRUCTURES BACKFILL TO TO SE REMOVED, SHALL L, REMOVED AND Bgn MAXI UNLESS OTUERWI9E INDICATED. BACI(FlLL TD BE SELECT GRANULAR FILL COMPACTED TO 95S MAXIMUM DENSITY SP-4 AMCNMENT PUN SITE DEVELOPMENT PLANSAT OPTIMUM MOISTURE CONTENT, AS DETERMINED BY MODIFIED PROCTOR TEST. SP-5 GRADING AND DRAINAGE PUN 4. ALL FILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95% OF WE MAXIMUM DENSITY AT TUE SP-6 UTILITY PLAN ` OPTIMUM MOISTURE CONTENT, AS DETERMINED BY WE MODIFIED PROCTOR TEST. SP-7 LANDSCAPE AND IRRIGATION PLAN & LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO EXCAVATION. FOR SP-8 CONSTRUCTION POLLUTION PREVENTION PLOP 8. ALL 511E WORK SHALL BE IN ACCORDANCE WITH TUE REQUIREMENTS OF THE TOWN, CCUNTY, STALE OR SP-9 CNSTRUCTN DEEAllS AS SPECIFIED HEREIN, LATEST EDITONS SP-10 CONSTRUCTION DETAILS ]. PROPOSED ELECTRIC AND TELEPHONE SERVICE LOCATIONS SUBJECT TO KEYSPAN ENERGY AND V'ERRION DESIGN AND APPROVAL SP-11 CONSTRUCTION DETAILS S. INSTALLATION OF ELECTRIC AND GAS SERVICE IS THE RESPONSIBILITY OF WE CONTRACTOR, BY WHICH SP-12 CONSTRUCTION DETAILS ALL WORK SHALL CONFORM, AS A MINIMUM TO THE REQUIREMENTS OF KEYSPMI ENERGY. 9. INSTALLATION OF TELEPHONE SERVICE IS THE RESPONSINUTY OF THE CONTRACTOR. BY WHICH ALL WORK LEGEND SHALL CONFORM, AS A MINIMUM, TO WE REQUIREMENTS OF VI]UDON. - -- 04--- EXISTING CONTOURS 10. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS NECESSARY FOR INSTALLATION OF ALL —(1�)— PROPOSED CONTOURS UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL REQUIREMENTS FOR THE PROPOSED CURB SOUTHWOLD MANOR PRECONSTRUCTION IOF ANY SANITARY SYSTEM FROM ALL GOVERNING AGENCIES. ALL WORK SHALL EXISTING CURB CONFORM TO THE REQUIREMENTS OF ALL THE UTILITY OR MUNICIPAL AGENCY HAVING JURISDICTION. CONTRACTOR SHALL COORDINATE THE REQUIRED UTILITY AND MUNICIPAL INSPECHNS. - - EXISTING CURB (TO BE REMOVED) (DLP) PROPOSED DRAINAGE LEACHING POOL 11. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS NECESSARY AND FOR THE (CB) PROPOSED CATCH BASIN INSTALLATION OF SINS. (OMH) PROPOSED DRAINAGE MANHOLE 12. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL PERMITS NECESSARY TO REMOVE ANY CE EXISTING CATCH BASIN EXCAVATED MATERIALS LP EXISTING LEANING POOL C 13. UNSUITABLE MATERIAL AS DEFINED IN SECTION 2D3 OF N.Y.S.D.O.T. STANDARD SPECIFICATIONS EDITION, PROPOSED RETAINING WALL ORIOLE 3 UNDER PAVEMENT, WALKS AND CONCRETE SLABS SHALL BE REMOVED AND REPLACED WITH SELECT x 101.2 EXISTING SPOT ELEVATION GRANULAR MATERIAL T= EXISTING HYDRANT P �R r 14. SELECT GRANULAR MATERIAL SHALL BE AS DEFINED IN SECTION 203 OF THE N.Y.S.D.O.T. STANDARD EXISTING FENCE ( EXISTING CATCH BASIN -\5 , o MOC /IVGBI SPECIFICATIONS. a EXISTING UTILITY POE Q ZD (JR `A R� 15. COMPACTION SHALL CONFORM TO N.Y.SD.O.T. SECTION 201 —(HC)--� PROPOSED SANITARY HOUSE CONNECTION W —(W) PROPOSED WATER MAIN N U N R P� 16. ALL CONCRETE CURBING, SIDEWALK, AND DRAINAGE STRUCTURES SHALL CONFORM TO THE Z MPIE TOWN/COUNTY/STATE STANDARD DETAILS AND SPECIFICATIONS. —(WS)— PROPOSED WATER SERVICE O O] )LRONO --(Rp}— PROPOSED ROOF DRAIN r GING PN�I RP 17. COUNTY PLANNING COMMISSION AND THE TOWN SHALL BE NOTIFIED (�— OU D 45-HOURS IN ADVANCE OF ALL PROPOSED UNDERGROUND ELECTRIC CNSIRUCTON. (SL — �. (T)— PROPOSED TELEPHONE LINE HOMMEL Pv 18. DDEBRIS SHALL NOT ENE ISPOSED OF IN ACCORDANCE WITH AALL SUBJECT COUNTALL Y, STATE ANBLE D MERDIERRALNLAWS AND BALL BE —(G) PROPOSED GAS MAIN SITE \\ APPUCABLE CODES (D)— PROPOSED DRAINAGE PIPE c� 25 i 19 EY�T9Y PROP THRUST BLOCK Flo `N� OFTHE TRENCHES HIGHWAY OF ALL IMPROVEMENTS ES A N FOR UNITARY AND SHALL SUPERVISED BY THEDEVELOPERnN S .v,o PROPOSED HYDRANT IMP,\H PROFESSIONAL ENGINEER (LICENSED BY THE STATE OF NEW YORK OR A LS. WITH A 72DBN CERTIFICATE) WHO SHALL SUBMIT A SIGNED AND SEALED LETTER TO THE TOWN, STATING THAT THE IMPROVEMENTS ® PROPOSED CATCH BASIN HAVE BEEN INSTA Il ED TO THE APPLICABLE NEW YORK STATE, COUNTY OR TOWN STANDARDS. THE MAIN R CERTIFICATION SHAILL APPLY TO THE PROPOSED.ROAD OPENINGS ON EXISTING STREETS. SAID WORK ON (�'u`) PROPOSED SPOT ELEVATION y CT �O pI EXISTING STREETS SHALL INCLUDE TRAFFIC MAINTENANCE AND THE PLACEMENT OF TEMPORARY AND FINAL PROPOSED FENCE MEC ANIC Y p� O� y/_ nG Y 2 PAVEMENT. • PROPOSED DRAINAGE MANHOLE N ST E m }T� >, 7 20. ELEVATIONS REFER TO TOW DATUM. O PROPOSED DRAINAGE LEACHING POOL TOWN 21. ALL DRAINAGE STRUCTURES SHALL BE PRECAST, WITH PRECAST OPENINGS FOR DRAINAGE PIPE(S) AND TC TOP OF CURB GREEK LA LN Q\EJ SHALL CONFORM TO THE COUNTY STANDARD DETAILS ANC SPECIFICATIONS BC BOTTOM OF CURB 22. CONSTRUCTION OF APNCABLE WATER AND SEWAGE FACILITIES IN TELE SHE SHALL CONFORM TO PART GR GRATE ELEVATION KEY MAP 74. TITLE 10 AND (PART SM. TITLE 6 OF THE OFFICIAL COMPILATION OF CODES, RULES AND DRAIN FLOW ARROW REGULATIONS OF THE STATE W NEW YORK. f"=a00' 23. ACCEPTANCE AND APPROVAL OF WASTE DISPOSAL FACILITES HEREIN DESCRIBED DOES NOT CONSTITUTE EXISTING DOUBLE YELLOW STRIPING , APPROVAL OF THE STRUCTURAL STABILITY BY TUE CPbt9 HEALTH DEPARTMENT. PROPOSED DRIVEWAY PAVEMENT 24. A PROFESSIONAL ENGINEER OR LICENSED LAND SURVEYOR LICENSED TO PRACTICE IN THE STATE OF NEW YORK. SHALL INSPECT THE GNSTRUCTION OF THE DRAINAGE FACILITIES IN NON-DEDICATED AREAS AND CERTIFY NO LATER THAN 30 DAYS FOLLOWING TIRE COMPLETION OF CONSTRUCTION, THAT THE DRAINAGE PROPOSED CONCRETE SIDEWALK FACILITIES HAVE BEEN CONSTRUCTED IN FULL CONFORMJAICE WITH TIE APPROVED DRAINAGE PLANS PROPOSED ELECTRIC AND TELEPHONE SERVICE LOCAT0115 FIJWECT TO KEYSPAN AND VERIZON APPROVAL 25. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF PROJECT CONTACTS VESTIBULE, MA PAVING, EXIT PORCHES RAMPS E, FOR BUILDING LOCATIONS AND EXALT BUILDING UTILITY ENTRANCE (LOCATIONS. SITUATED IN 28 ALL OTHER GUNK SHALL BEIN ACCORDANCE WITH H1 ':EQUIREMEN S W THE TOWN, COUNTY OR AS SPECIFIED HERON, LATEST EDITH. WAIDt SDfH.M( CNNtt WATER ANHgiltt 27. TUE CONTRACTOR IS RMPONSBLE FOR THE NECESSARY TRAFFIC CONTROLS WITHIN THE SUE AND SHALL COED SUNRISE HIGHWAY HAVE A NEW YORK STATE PROFESSIONAL ENGINEER DESIGN AND SUPERVISE THE INSTALLATION OF ALL DAKDALF. NY 11769 TRAFFIC CONTROLS CONFORMING TO NEW YORK STATE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. THE PROFESSIONAL E14ONEER SHALL SUBMIT A SGNEN :NU SEALED CERTIFICATION THAT ALL TRAFFIC PHONE. (831) 509-5200 CONTROL DEVICES ON TORN, COUNTY AND NEW YOU •:T,1.TC HIGHWAYS HAVE BEEN INSTALLED IN ACCORDANCE WITH THE NEW YORK STATE MANUAL (F TRAFFIC CONTROL DEVICES. GAS KEYSPAN ENERGY 28. THE CONTRACTOR. AT HIS EXPENSE, SHALL ALSO BE RESPONSIBLE FOR THE REPAIR AND MAINTENANCE OF 1393 VETERANS HIGHWAY ALL TRAFFIC CONTTROL DEVICES WITHIN THE SIZE ANI SHALL NOT AMEND THE SIGNAGE AND/OR PAVEMENT MARKINGS WITHOUT HAWNG A NEW YORK STATE PRIEESSIONAL ENGINEER PREPARE AND SUBMIT A HAUPPMGF, NM YDRK 117M TRAFFIC PUN TO THE BUILDING DEPARTMENT. PHONE 1-EDD-CAG-TOOT SO UTHOLD 29. ANY BROKEN OR HAZARDOUS EXISTING SIDEWALK, DINEWAY APRONS AND CURBING ADJACENT TO AND ON THE SUBJECT SLE SHALL BE REPLACED IN ACCORDNNCE WITH CURRENT STANDARDS F]ECIPoC KEYSPAN ENERGY 1393 VETERANS HIGHWAY 30. THE CONTRACTOR :SHALL SUBMIT SHOP DRAWINGS FOR REMEW, ON ALL SITE IMPROVEMENTS (I. DRAINAGE, HAUPPAUGE, NEW YORX 1175E SANITARY, WATER IMAIN eta) PRIM TO OONSWUC90N. PHONE (631)352-2164 31. ALL ROOF DRAINS SHALL BE CONNECTED TO ON-SITE DRAINAGE LEACHING PODLS 1BFI4iNE VERIZN 301 NORM OCEAN AVE PATHML NY 11772 PHONE (01)15117-515 E Rm)& NEW YORK STATE DEPAITM NT OF TRANSPORTATION 250 VETERANS MEMORIAL HIGHWAY TOWN OF SOUTHOLD HAUPPAUGE NY 11780 N PHONE 531 755-3110 SM Pun: TOWN OF sountaD PLANNING BOMB SODTHMD TOWN HAU P.0. 1Kpt 1179 S G sgNTHOID, NEW YORK 11971 SUFFOLK COUNTY NEW YORK PHONE (031) 765-1938 N 0 E x SOUTHWOLD MANOR ■ ■ N COVER ■ RMS ENGINEERING SITUATED IN p S O U T H O IL D APPLICANT: EAST END RESOURCES, LLC OWNER: ALBERT d RITA COHEN / MEN Robinson, GA OLD COUNTRY ROAD, SUITE 901 SOUT MAIN ROAD Muller OW Schiavone Engineers, PC GARDEN CITY, NY 71690 30UTHOLD, NY 71977 OWN. BY: CHK'D. BY: SCALE: SHEET: TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK SL GJS AS NOTED E 355 New York Avenue, Huntington, New York 11743 DATE: DATE: JOB No.: Gregg J. Schiavone, PE SCTM: DISTRICT 1000 SECTION 063, BLOCK 3, LOT 15 SP - 1 No. DATE REVISION DESCRIPTION BY HC11D Phone 631-271-0576 Fax 631-271-0592 www.rmsengineering.com NY State LICOrN a No. 76987 05-04-06 05-11-06 2005-195 SITE INFORMATION AND BULK TABLE BUFFER ZONES (NON RESIDENTIAL LOT ABUTTING A LOT IN A RESIDENTIAL DISTRICT) LOT AREA AND COVERAGE GENERAL DATA AND INFORMATION BUFFER DESCRIPTION REQUIRED PROPOSED CODE COMPLIANT TOTAL LOT AREA 294,202 SF TOTAL FOOTPRINT FOR ALL FOUR (4) TYPE "A" BUILDINGS 32,856 SF MINIMUM WIDTH OF BUFFER 15 FT 15 FT YES TOTAL FOOTPRINT FOR ALL FOUR (4) TYPE "B" BUILDINGS 32,636 SF APPLICANT: EAST END RESOURCES, LLC (TO BE LOCATED ENTIRELY WITHIN TOTAL FOOTPRINT FOR MODERATE INCOME FAMILY DWELLING UNIT BUILDING 2,317 SF SITE: 56655 MAIN ROAD, SOUTHOLD, NEW YORK THE SUBJECT PROPERTY) TOTAL FOOTPRINT FOR AMENITIES AREA (INCLUDING FOOTPRINT 3,974 SF ZONING DESIGNATION: HAMLET BUSINESS (HB) OF CLUBHOUSE, POOL AND PLATFORM TENNIS COURT) SCTM: DISTRICT 1000, SECTION 063, BLOCK 03, LOT 15 TOTAL FOOTPRINT FOR CROMOGLASS LABORATORY BUILDING 180 LOT SIZE: 294,202 SF (APPROXIMATELY 6.75 ACRES) PARKING REQUIREMENTS TOTAL BUILDING AREA (SUM OF ABOVE) 71,963 SF PROPOSED DEVELOPMENT: BUILDING ACTIVE AMENITIESADULT (5 +)CONDOMIINI CLUBHOIUSE,GSWIMMINGOF TPOBOLRAND RESIDENTIALMULTIPLE TENNIS COURT; AN ONSITE PERCENTAGE OF LOT COVERAGE (BUILDING AREA/ LOT AREA) 24.467 CROMOGLASS WASTEWATER TREATMENT SYSTEM; AND ONE (1) BUILDING CONTAINING THREE (3) MODERATE INCOME (MULTIPLHBI DISTRICT REQUIRED PROPOSED CODE COMPLIANT FAMILY DWELLING UNITS (AS PER TOWN REQUIREMENTS). PARKING DWELLING/ TOWNHOUSE) PSPACES PER UNIT 2.25 PARKING SPACES 79 PARKING SPACES YES BULK REQUIREMENTS: (MIULTIPLE DWELLING WITH 2+ BEDROOMS) PER UNIT x 27 UNITS PLUS GUEST PARKING = 60.75 PARKING SPACES REFERENCED BELOW HAMLET BUSINESS ZONING DISTRICT - HB DISTRICT REQUIRED PROPOSED CODE COMPLIANT GUEST PARKING SPACES 0 15 YES YIELD PLAN/DENSITY MINIMUM LOT SIZE 10,000 SF 294,202 SF YES TCITAL PARKING SPACES 2.25 PARKING SPACES 94 YES (WITH COMMUNITY WATER AND SEWER) PER UNIT x 27 UNITS TOTAL LOT AREA 294,202 SF = 60.75 PARKING SPACES TOTAL BUILDABLE LAID AREA 294,202 SF (NO APPLICABLE DEDUCTIONS) MINIMUM LOT WIDTH 60 FT 415.71 FT YES PARKING STALL WIDTH 9 FT VARIES, BUT NOT LESS YES TOTAL PERMITTED UNITS 29 UNITS MINIMUM LOT DEPTH 80 FT 932.78 FT YES THAN 9 FT (BUILDABLE LAND DIVIDED BY MINIMUM HB DISTRICT LOT SIZE 294,202/10,000 = 29.42 MINIMUM FRONT YARD SETBACK 30 FT 30 FT/22.5 FT YES/PREEXISTING PARKING STALL LENGTH 19 FT VARIES, BUT NOT LESS YES PROPOSED NUMBER OF UNITS 27 EXISTING NON-CONFORMING THAN 19 FT (INCLUDING THREE (3) AFFORDABLE UNITS) MINIMUM SIDE YARD SETBACK 15 FT VARIES, BUT NOT LESS YES THAN 15 FT BUILDING TYPE "A" (GABLE ROOFLINE) MINIMUM REAR YARD SETBACK 30 FT VARIES, BUT NOT LESS YES THAN 30 FT No. OF TYPE "A" BUILDINGS PROPOSED 4 BUILDINGS MINIMUM LIVING FLOOR AREA 850 SF VARIES, BUT NOT LESS YES No. OF UNITS PER TYPE "A" BUILDING 3 UNITS PER BUILDING PER DWELLING UNIT THAN 1509 SF TOTAL FOOTPRINT 8,214 SF PER BUILDING (INCLUDING DECKS AND COVERED PORCHES) MAXIMUM LOT COVERAGE 25% 24'46% YES MAXIMUM BUILDING HEIGHT 35 FT VARIES, BUT NOT MORE YES UNITS WITHIN BUILDING TYPE "A" (GABLE ROOFLINE) THAN 18'-5" SIRE AND SQUARE FOOTAGE UNIT 1A UNIT 2A UNIT 3A MAXIMUM NUMBER OF STORIES 2.5 2 STORY BUILDINGS ONLY YES FIRST FLOOR LIVING SPACE 1,541 1,669 1,541 SECOND FLOOR LIVING SPACE 856 988 856 MAXIMUM BUILDING LENGTH 125 FT VARIES BUT NOT YES TOTAL LIVING SPACE 2,397 2,657 2,397 MORE THAN 125 FT GARAGE SPACE 456 430 456 MINIMUM DISTANCE BETWEEN PRINCIPAL ROOFED DECK AREA 242 144 242 AND ACCESSORY BUILDINGS 20 FT 104 FT YES UNROOFED DECK AREA 436 621 436 TOTAL UNIT SQUARE FOOTAGE 2,853 3,087 2,853 MINIMUM DISTANCE BETWEEN TWICE THE HEIGHT VARIES BUT NOT LESS YES PRINCIPAL BUILDINGS OF THE HIGHEST BUILDING THAN 37 FT (18'-5" x 2 = 36,-10" BUILDING TYPE "B" (GAMBREL ROOFLINE) No. OF TYPE "B" BUILDINGS PROPOSED 4 BUILDINGS No. OF UNITS PER TYPE "A" BUILDING 3 UNITS PER BUILDING TOTAL FOOTPRINT 8,159 SF PER BUILDING (INCLUDING DECKS AND COVERED PORCHES) UNITS WITHIN BUILDING TYPE "B" (GAMBREL ROOFLINE) SIZE AND SQUARE FOOTAGE UNIT 19 UNIT 2B UNIT 3B FIRST FLOOR LIVING SPACE 1,538 1,509 1,538 SECOND FLOOR LIVING SPACE 970 1,057 970 TOTAL LIVING SPACE 2,508 2,566 2,508 GARAGE SPACE 448 434 448 ROOFED DECK AREA 237 144 237 UNROOFED DECK AREA 440 746 440 TOTAL UNIT SQUARE FOOTAGE 2,956 3,000 2,956 MODERATE INCOME FAMILY DWELLING UNIT BUILDING Nlo. OF MODERATE INCOME FAMILY DWELLING UNITS 3 UNITS FIRST FLOOR 1,945 SF SECOND FLOOR 1,126 SF VOTAL LIVING AREA 3,071 SF OIETACHED GARAGE FOOTPRINT 372 SF TOTAL FOOTPRINT 2,317 SF UNITS WITHIN MODERATE INCOME FAMILY DWELLING UNIT BUILDING SIZE AND SQUARE FOOTAGE AFFORDABLE UNIT 1 AFFORDABLE UNIT 2 AFFORDABLE UNIT 3 TOTAL UNIT SQUARE FOOTAGE TBD TBD TBD AMENITIES BUILDING AND AREA - E FIRST FLOOR LIVING SPACE 1,820 SF SiECOND FLOOR LIVING SPACE 640 SF mI SiWIMMING POOL 800 SF PLATFORM TENNIS COURT 880 SF PRIMARY DECK 390 SF SiECONDARY DECK 84 SF TrOTAL FOOTPRINT 3,974 SF o (INCLUDING DECKS, SWIMMING POOL AND PLATFORM TENNIS COURT E (WASTEWATER TREATMENT FACILITY (CROMOGLASS SYSTEM) LABORATORY BUILDING 3 TrOTAL FOOTPRINT 180 SF 0 N O 3 3 N N SITE INFORMATION , BULK � � � SOUTHWOLD IMANOR ■ ■ RMS ENGINEERING TABLE 8. YIELD PLAN SITUATED AT APPLICANT: EAST END RESOURCES, LLC OWNER: ALBERT d RITA COHEN ■ ■ ■ Robinson, Muiier & Schiavone Engineers, PC SOUTHOLD GA OLD COUNTRY ROAD, BUTTE 901 68866 MAIN ROAD GARDEN CITY, NY 17630 SOUTHOLD, NY 17977 OWN. BY: CHK'D. BY: SCALE: SHEET: TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK SL GJS NTS E 355 New York Avenue, Hunitington, New York 11743 Gregg J. Schiavone, PE DATE; DATE: J08 IJo.: SP - 2 FSCTM-. DISTRICT 1000, SECTION 63, BLOCK 3, LOT 15 09-22-06 09-26-06 2005-195 P No. DATE Fax 631-271-0592 www.rmsengineering.com NY State LICenee No. 76387 REVISION DESCRIPTION By CH'D Phone 631-271-0576 3 PER m m LyMNDRA;25 71 81TE DATA 0' 5 MID.N TOTAL AREA - 294,202 SF(6.75 AD.) 2 G� E%IHNG ZONE = HB - HAMLET BUSINESS DISTRICT 5•lY I]RS 25 AND - AFFORDABLE HOUSING DISTRICT $w, w �,&G Rd,,TE 11p71 -,! ;lp� PROPOSED USE - 24 UNIT PLANNED RETIREMENT-COMMUNITY 52va�TW 1 511 TA01D•NY L"g-�r,. ` T"m� POST OFFICE SCHOOL ICT - SOUTHOLD 11781 L • 32£? A§+d£� WATER DISTRICT - SUFFOLK COUNTY WATER AUTHORITY t V �ryyA ,,,rtrtrt FIRE DISTRICT = SOUTHOLD FLOOD HAZARD ZONE - ZONE % (AREAS DETERMINED TO BE OUTSIDE 500-YEAR ROOOPWN) 1 S.C.EM. - DIST. 1000 SEC. 063, BIH. 03, LOT 15 LOT 2 LUND 25 KARL p FI)NY 11911 901E BORINGS S�TAOl9• S. NOTES: L TP 1. SOIL BORINGS CONDUCTED BY SOIL MECHANICS DRILLING CORP. ON MARCH 23. 27 R 28, 2006 SB-4 El_ 5't RFA F 2. CONTRACTOR SHALL OFFER TO GEOTECHNICAL ENGINEERING REPORT, DATED APRIL 4. 2008 FOR 1 32. IN.TRT Laµ GROUND SUCE ADDITIONAL INFORMATION ,p uan DIM wlLDM91- an.WCE solo. Q. 5 Tle M-65) T 1 ryOM CItPC 000 ! u9A IIPoI.-rDADNw- N 1971 `(G/` w$ p'' m.m°rt'miw.(ND l� is 1 STH �p �iy SB-1 SB-2 SB-3 O"� 6 EL .7223 GROUND SURFACE EL. ]2.3'3 GROUND SURFACE EL 325'i GROUND WRFADE 10 P y; ; D A Li L6W DAIX.nH SILT U. I I I Yrt 9LT L0µ,m RA 6 I I n I (TL)(11 05) I I I MnM(0.)D I-A5) I !� r, (al(N as) ,rtLIGHT.Dr aL Lom mIN aL swD, m !TT%^ 11 .5 N ILI'ROmS m b e) I �O .� �J NdIT II BPH:1ElLPM91- 5 1IIG.SF RT 5 5 (T gyp +' mom' 4 .-.5 HAIL YN,-TµSµ0. Q 6111"'R "`llls MT (s1+1(a-.el uCRY IAM- (N AnnWL VULDIP.-DUAM SAINT (RI(4-05) '/� O. mTnVtL SF nbe 5 LOT 5B� N ,f. iD 10 TO ` ISO- `. SW D NOW DR FORMLT`LY'o'A NC RE8IDENTIAL > DR ms°µNN �RIANF•R NY 11 1 ANTHONY ZUSTO�� 25 TION M9IT.nx: VEGETA m. .) LLD Im AREA f�7(o-.$) anw¢.")D m Tn4 gC M ADDRESS: 59815 R MOWED _ (�)f ) 5pU1HID. NY 11971 (k u - D ZONE RSO 1 �M£�5t AIT Nna ^wsw ISP%. 9 - lY1µ�TµSWD USE: SPR 15 a (snl(o-ne) 17.3 83-0 Y 74 SC.T.M. NO-DR 100TOEITLY F BLAND N0. OR FORMERLY OF S.uNp'N OL DOLOMITE �; 1'.... . SCOPAZ 5 m.U m.W.W1 5 uGNT agwDE LANDINNFORGIONE OMIIE k ILEJ,NA 11! 1 OT ALU6.>�19TTO _ i _, wN. enx.1Ax s.wu m.un5a fSPA'.-0.5) VINCENT DOL 881 ROUTE 25 ADDRESS: 55755 ROUTE 25 L �Lv, To ADDRESS 56515 ROU 1- 25 ADDRESS: 6B tl SpUTH01L. NY 11971 L 1 g �_P lLH T1Q -r 4 3b W SOUTHOLD.E ReD 1971 MDQ.NY 11971 ZONE NB t 310.00' TIM ( 1(ebs) aw.T. aD, D • D. ID- SSFR ZONE RBG II L f p USE SFR 51511 % ) •• AiAXDE iµSµ0. WH' mµ,MM£1 m anu USE: MSE SFR N, r•_•-� 5 40.E F N .. . - y6A 's. 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TOMASI 6 \ \ _\ :. \� _ \ t n l� l o N RDENEss:e18475 ROUTE 25 \\\ ' To ^ \1 \ wTI sNXD. m.auw.sLT LJ 1 r q N l O 'y\ �. m 5011THOlD, N iµw,ua uDIT enx:rul fsR.-ul \ 1 t \ AN '�' �l l ll \ l o NY 11971 \\ �, \ t (s'x.-es7 solo,m aA\n E: HB \AT 2 OQ 1 \ \ 20N \ \ t 0� TO use \ Cp t YF,U�WGAN IRY 2 - \ �m \7 ^ LINT .MA ' QD \ \ a Y ♦ \ $\ l 3 SC.T.M. NO. 1000-63-03-13 S T s \t n \ \ Is•H.-ul umi emma �D. y \1 \1 TI'. \%t'.'_. \ y N O ! 3 5 5 uplT MN,UN 3 Hwy s .4 U) LAND NOW OR FORMERLY OF I Q \ \ 1 aw.r, aw.T, afO 1J SB-1 .`►� .'. - :I :.5 . 1 `-' ' � :`\� \'� 1 l \ p:0 JANET L RYAN g \ \ \ \ o • rYd" �_uel INAL • 2e'�-3' 12 \A ' 1'- a', ;'. .w Y1000ED AREA ;\m \ :-5 '' .>�\ Y l nl �C. Ips ADDRESS 553ES RWlE 25 'Fg -'C(j \ \ \�O 'S cw.T N \P . .\ ' " . \ \ \ \. \ l souTNao. NY 11971 yATS \ \ '" ,,._,. 55 (mIx.m) 9" . 1 : \ : l \. 11- l�� ZONE: HB \ a\ 2o'-y ;M $BI-1B: - _ i:�\ ` 0 USE 5FR r t min 5 eul suN. D .nx.solo. l l g+sa D 0 2111 \ \d t^'L^ '�. - `` ' ` \ a' '5 \\j_ 5l l \ .1@ ,-\ \T $ m g I.W:uNR.nx. D. eRx.swD ' .\ �.n: \ �, m DMWL m tl1A5FL aLT m A. \ \T \._ ,�mff ,°"7.L, NND5'3650•W N I' SC.T.Y. N0. 1000-83-03-12 \\ \\ <� ''iALR (s• .-es \ \\ ., _ 1;. _ - . 1 I+ °'Su IANC NOW OR FORMERLY Of \ \ \ •• • emA sua.m mAML L\ \ \\ 4. J_ 1� N MULLES REALTY HOLING LLC \ \ $ p'\ \ 5 S ISP)Lbs) • 5 TIt 1 ': - ' M \ \ m END OF BORING ]5•_p �� \\ A,DRESA M275 ROUTE 25 „'i \ �� END OF BORING 35'-0--• END OF BORING 35'-0--• ENO OF BORING 35'-D'• \`\M 1 YOUNG SGUIHGID. NY 11971 5 t \ \ \ \?\\ Tt\\\ 61fi.57' WCOOOLAND ZONE: HB LOT 72' RF TM25 TW 1 m CV,SSIFlCATON �' CLASSIFlCATON C1A951FlCATON CIMSIFlCAMOM \ \\p \\ SC.T.M• N0.Olt FOR ERY .1 USE- AUTO REPAIR I "- -y 11971 \\\ \\\ tT t\d 5 ` :i' m I\ LANDARLES W- WITZKE 55215 ROUTE 25 \ \ \ AnOREse \ 1 SOUiHl1L0, NY 1797 I t \ \0 ZONE RU ` \ ERSAP TE ��,,Fp 9 05'3 'S0• USE STORAGE = \ L01PC IAF' '\ 51 3418 " 1. THERE ME NO I DS ON OR ADJACENT TO THE SITE STEU�'Wo 1,h,1UE (J 2. TIE PROPERTY IS NOT SITUATED WITHIN A DEEP RECHARGE AREA. THE SITE IS NOT SITUATED WITHIN TUE l9 CE AINTI 1SOJMgD � 1 M A App pUP.00 BOUNDARIES OF A SPEgAL GROUNDWATER PROMOTION MEA. Go Or RDMIW 3. THE SITE IB SERVED BY PUBLIC WATER SUPPLIED BY THE SUFF011( COUNTY WATER AUTHORITY. LOT t0 E,CAS M'\� I ET SSIRED AS ZONE % AS PER ME FEDERAL EMERGENCY MANAGEMENT AGENCY(FEMA) MAP N25 H 1971 Nf 1p ' �a � 158 OF 10 1. 158 OF 1 IS , - q + Z6 spUM p$ p ! ! T# 5. THERE ARE NO AREAS LEGALLY PROTECTED BY THE COUNTY OF SUFFOLK, THE TOWN OF SOUTHOW. (7 R ; p � < PRIVATE TRUSTS, QUALIFIED CONSERVATION ORCANIZATONS OR OTHER ENTITIES OR AGENCIES CN OR D ABUTTING TRE SITE 6. ME SIDE BORDERS A STATE-DEEG IAIEO SCENIC BYWAY. 7. INE SOUTHERN AREA OF TUE SITE IS THE ONLY SECTION THAT CAN BE SEEN FROM A PUBLIC ROAD, 211> �LpT1ctN eEHY 19 - <q � S. THERE ARE NO HISTORICALLY SIGNIFICANT SITES OR STRUCTURES I IS LOCATED STALE OR LOCAL Q T�26LF�t NUL'^' AGE 11971 - Fj R ARCHAEOLOGICAL ON SHE TRACT DR ON MY MUTIING TRACT. ME SITE IS LOCAIID IIRfIN qN 21197\ W�l�,p•�, � �(}L MCHAEOLWICAL SENSIR4E MEA �Q '60"ad).NY S 9. WERE ARE NO TRAILS ON OR ADJACENT TO THE SITE. 10 THE SITE IS NOT MWIN OR CONTIGUOUS TO A CRITICAL ENMRONMENTAL AREA TRE SDE IS NOT RTUIN OR KEY: CONIGUOUS TO TIE CENTRAL PINE BARRENS, AND IS NOT SITUATED IN AN SOPA. w m 11. NO ENDANGERED, THREATENED, RARE OR SPECIAL-CONCERN ANIMALS, PLANTS OR NATURAL COMMUNITIES, 0 o AS CLASSIFIED BY THE NYSOEC NATURAL HERITAGE PROGRAM, HYSDEC OR THE UNITED STATES DEPARTMENT OF WE INTERIOR. IRE FOUND AT THE SITE LAND NOT IN 1Y,LW m p AGRICULTURAL USE 12. THERE ARE FOUR VABCUAR PLANTS CLASSIFIED AS 'TiREAIENED', WHICH OCCUR, OR MAY OCCUR, ON THE Iml SIZE OR IN TIE IMMEDIATE MCINITY OF THE SIZE. LOT 9 %@, i f' L, m m X975 Y 11971 LT'(.V- Sc Sc LOT 1IA03 /D 13. NO MATURE FORESTS HERE IDENTIFIED DURING THE JUNE 2002 ECOLOGICAL SURVEY. (1�26 Ln wilo RT RC119T AGRICULTURAL LANG IN 14. MORE ARE NO KNOKN UNIQUE NATURAL OR GEOLOGICAL FORMATIONS ON WE 511E, SLI"- GFD ROU 11971 115 H ID,tLY AgDdJLTURAI USE 66166 D•H1 SCUM 15. TIE SUBJECT PROPERTY IS NOT ADJACENT TO ANY _MES, PONDS OR OTHER WATERWAYS. THERE ARE NO RECREATIONAL AREAS ON OR ADJACENT TO THE SIZE. RESIDENTIAL VEGETATON gig POST-AGRICULTURAL UL OLD OLD FIELD/ S SUCCESSIONAL pp (AICCESSIONAL OLD FIELD II SLCLf5510NAL SHRUBIANO CdAMUNITES) ��m Z LOT 7 71 W^SUE ` J l I YOUNG WOODLAND pA7R1CRy*^_ ,191E LOT 9 E, 9. CPRU NY it9-A tNva /f / /f (SUCCESSIONAL SOUTHERN HMOW0005 COMMUNITY) E;a 27.2 LTY 9a NY G,twq.E OUO,iRAN�UENo �lip� MUACF'Npt",9 1GO S�CO\IMO'C• BW41 Y 11971 MOWED AREA THIS PLAN IS BASED ON THE SURVEY PREPARED BY JOHN MINTO, LS DATED Bags yryUM�' \ s/NM I pP ('IERRESTAL CULTURAL• COMMUNITY) FEBRUARY 15, 2006 AND INFORMATION PREPARED BY FREUDENTHAL & 01 d ELKOWITZ CONSULTING GROUP, INC. DATED JULY 24, 2006. L1"- ■ ■ ■ SOUTHWOLD MANOR EXISTING RESOURCES AND ■ ■ RMS ENGINEERING SITUATED AT SITE ANALYSIS PLAN �p /� SOUTHOLD APPLICANT: EAST END RESOURCES, LLC OWNER: ALBERT d RITA COHEN Muller a Schiavone Engineers IAC686 OLD COUNTRY ROAD, SUITE 801 68866 MAIN ROAD ■ ■ Robinson, GARDEN CITY, NY 11690 SOUTHOLD, NY 11971 OWN. BY: CHK'D. BY: SCALE: SHEET: TOWN OF SOUTHOLD, SUFFOLK iCOUNTY, NEW YORK SL GJS 1" 80' 355 New York Avenue, Huntington, New York 11743 Gregg J. Schiavone, PE DATE: DATE: JOB No: ISP - 3 SCTM: DISTRICT 1000, SECTION 183, BLOCK 3, LOT 15 No.4DATE REVISION DESCRIPTION 8Y CH'D Phone 631-271-0576 Fax 631-2711-0592 www.rmsengineering.com NY State LlCenee NO. 78397 09-05-06 09-11-06 2005-195 .]f✓SNJIT Irk SALL .GT.M. N0. I ;&- ERLY OF �b How OR �� 25 CONTRACTOR SRS 11�y MRS F110 ADORES^& 56]55 RWIE I ( ) 1}DL 11-2 SOUTHOLD. NH 179]1 PROPOSER REAR AND SDE YARD ENCLOSURL�E' S. p'NOW Oil FORMER USE: SFR OW _ CALOR WAIN UNR FEN AHTHGHY NSTOMW KCY PROPOSED DEDICATED Q �y II g•_ DEPTH /• NIGH GREEN TIGAL POSTS SET A App8E55: 56815 ROUTE 25 A FOR Y111H 2• DIA. GN-vANIIED 9FR SOUTHOLD: NY 119]1 ggy PATIO Ef115TING GARAGE AS PROPOSED 6'-0. O.C. 8}p}17.A SOUZGHE R00 k MAINTEEIMCE AREA FOR EN 31 p.00' PASPPHHALTS VII NO, 1000- USE SFR —°� STORAGE AREA CONTRACTOR ENCLOSURE DE WITH Y S'IC T.M.NOW OR FmmA OD,LOLIITE r° ( 2.0 PROPOSED POOL ESTATE FEN Now TE 25 '4O"E `° �I REQUIRED. REPLACE02.09 4'_O• HIGH BLOCK COLOR am SET A g,_D. O.C. PftOMOE MNCENT DOL 58851 ROME 4 I I ITEM No. 1050 SQUARE M RmI P GATE WIM SAFETM LOCK AOBBPEDUSS11101D. NY 119]1 WI1d1 °� 07'4 _ WNN (1) 3-0• NIDE ENTRY UNERoo SFRDOSING E,OI Y6NOMFNI I _ 9`O�' p - a S.IlND NOW OR FORMERLY TOF3 2Z•78' mo -� TENNIS 'DI^ PROPOSED PLATER ANTHONY FOR E ROOF COURT ENCLOSU R 56615 RILE 25 PROPOSD OVER g•_0• HIEN GREEN COIR M SSDUSTj1aL0 08111871 - K O O WITH 2 WAIN LINK FENCE RCAL Ug 5FT1 _ 'Aan. VEHICLE PU TSAL�IA7.E6D_GG. 0.c. °� ,I I- I c nc jIp11CN M 10.A $ f-n.D• i � I .� PROPOSED n12 story, fra ee � $ 6T d.. FROM DE ( 4'_D. WOE ADi m1PT� ° 8 I AIIMPN= z -.- I, I- .� BU reside r W LO CQ ENIRv GA MMI I I I -I + I I Ii0 '� Za Z (f) .- ' b n.e E J ¢ S . E , r ! I UNIT �A 3s E+ -J REFS To PAVEMENT (� PAVEMENT °38 11 0" I 11117 138; Ps rs I - I J I I i'I PROPOSED TO PF5 hP 2T C3 0 OETNL ro ,,,, 07 } i F r j l l Ir 6 MEET E O511NG Z Z r mG I O ? mGA ae wAuu ,i i - f BUILD1�1161 B d P OPOSEO(GHOOFg1 .-UNIT II l ! '} UNIT �2l\ PAB GUILOW. I II r 1- c vFDEB TYP i I ' Iii I N1w GDeL 4 - (TV) LW II i,l IIII rI r IliiI � 1 - 11 r l I UI l l I I I-i'�-- 190.65' 31.6• Rj1T1 2B� - uA � s cc N IB�(LO7NG B' I -r I I_UNIT 21A i I I - ®un - § s s j I I t I Fs {-i r �, . - 41NITI`3A 3n.o'—+I l l { I r uA r l l l --1"I M M M un , CD iu IT 6.j .i iII; �yg 4.9 �e N0�4'45 20"�j� e 7 , , QTFUaTOR SHALL �. I 1 + ; I M _. (r - I. -'_.i ' un zs s s s PROPOSED 5T1 TLILIlW,T111NGmpQTAIL• Q 178500 Fa� o Sia, PPROPOSED S WPO I eKEV g. ijlw+OSE' CURB ENB 1,1� I I A l l SNEET SP-9 LA g pd GATE (TmJ S I Mp` NOR D R 1 V E ; 3 n� PROPOSED ANOSCAPEMASWRY Im ^� � 5 Q O WALLS YATH DEVELOPMENT NAME O n PROPOSED �- SWAGE, BOM SIDES BflIFF PAVm n re M / :, OSEU SIRFACE (TMP.) SC.T.M. NDW . 10-63ENOY OF ! ARKING ARE 'c _' O LAND NOW OR FORM OR Pss s ss �' W GEN k MIRELLA TOMASI25 ECREA WAL O _ l� M1 111E5 7 I I I I I t I I I T I ' I' DID HS iE�n1T971 UN17`+1B^ @ (n USE: SFR \ 8 To vn 1 I �I i.o..I � LI I Z O BUILD'1 I ( _� l ' ,w05cARE ALONG voM ERC �Ms UNIT ALONGTRISPROMDE gFIO• e SPApv AT IA MC UNIT -3A I� I i + 1 I L I I M rl I�DING_6.F rl 7177 r2A' _ O j 0 i 11-I- i u 1 1 : : 0 �1e SC.T.M. NO. 1000-0-03-13 Y- 1 Iii � 11 1 II 3] 1 � 1 i I I I�; e9 �_ � LAND NOW OR FORMERLY OF 66� JANET L RYAN I O ADDRESS 8D. ROUTE 25 i �J SOUTHOLD. NY 119N !UIYT1'�A ' �t i I 'UNIT 28 UNITI 1A, i I -' CA ZWE HB �� ec�� i usE: see V (� ! I �. 1 + � --� I I- 1 �i 1 1 I l Cn I �nI'i UNlT13 , �� I - Z N 1a i / r fI. _rill I Q 11'610 i n _ _ _(, rl,l 1 F:-� + 1 Ili - i � I r I N05°30'50"W � S.C.T.M. NO, ta0o-e3 03 12 LAND NOW OR FORMERLY OF I PILIES REALTY HOLDING LLC S.C.'RM. N0. 1000-8}D}26.1 PROPOSED LAN' HIGH Aj,TyLONG 55PACED AT ADDRESS 56275 ROUTE 25 I LANV NOW0, FORMERLY W. WTLKE W PROVIDE 6 FIT HIGH EVEN SOUTHOLD. H 11971 / ZONE. HB ApjpRMI 51215 RITE 25 SIDE O-CND'OHL C 1X15 USE AUTO REPAIR / S'OUTHOID, NY 11971 SDE YARD 616.57' RAND SDE YARD ZONE: PROPOSED USE. SORGE ^�-N a LOSNRREE;GREEN COLOR CHAIN LINK •_` �. FEITEZ WITH 2 DIX GALVANIZED6F ' `" 1011CAL POSTS I CA V i — \ PROPOSED REAR MOEJSIMOSIDE M g•_0' MIEN WEEN COIAB WAIN LINK (n I O FENCE WITH 27 DIA. GALVMIIFD VERTICAL POSTS SET A 6'-O. O'C' N05'30'50"\N I DO 51 .34' ` � BOISSEAU AVENUE (TOWN OF SOUTHOLD - 66" WIDE) THIS SITE PLAN IS BASED ON THE SURVEY PREPARED BY JOHN MINTO, LS DATED FEBRUARY 15, 2006 ONE SOUTHWOLD MANOR ALIGNMENT PLAN ■ ■ RAPS ENGINEERING SITUATED AT MENEAST END RESOURCES, LLC OW I�ALBERT A RITA COHEN Robinson, Muller & Schiavone Engineers, PC SOUTHOLD 688APPLICANT: OLD COUNTRY ROAD, SUITE 901 68866 MAIN ROAD GARDEN CITY, NY 11630 SOUTHOLD, NY 11971 OWN. BY: CHK'D. BY: SCALE: SHEET: TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK SL GJS " 1 40 355 New York Avenue, Huntington, New York 11743 ' No. DATE REVISION DESCRIPTION BY CHID Phone 631-271-0576 Fax 631-271-0592 www.rmsengineering.com Gregg J. Schiavone, PE NY Slate Llcenee No. 78387 SCTM: DISTRICT 1000, SECTION 63, BLOCK 3, LOT 15 DATE: DATE: JOB NcNo.:05-03-06 05-11-06 2005-185 %9P - 4 DRAINAGE CALCULATIONS DRAINAGE AREA I = 20,"7.56 SF T 1 31"Nrn ROOF 8,214.00 M x 2 INA12 IN/FT) x 1.0 - 1.369 OF NRF Y LANDSCAPING AREA 12,563.66 3 x 2 INA12 IN/FT) x 0.3 - 626 CF 000 6 Y 'Q TOTAL AREA = 1,997 M S.GT.M. N0, 7 - OF VNKFV°657- ROUIE 2i` A9p` TM OWN 561191 II 3 (2) 12' DIA x 16' EFFE2 T DEPTH POOLS I BCHING CF/FTP00LS 6- EFFECTIVE DEPTH = 3,229 CF B'ut1D NOW N"Cp �a LY SPIR F TOTAL AREA 20.466.15 SF 3.229 O' Y 2USTONIXIDRAINAGE AREA, 11 - AIW 5651NYg1z6 @ ( IN AGE . ., J�:;,. 31,Q ��'... # USE-. DRA SOUROOF iaE. Reo 7.7.00 REA V _ OF °3-03-1].4 USE; SFR row A S.GT.M• N0. 10°0- M�Ly OF [O .d A r�On C N ,. TOTAL AREA IA]6 OF Now IM FOR ADCUTMITE DRAINAGE N L .- . '.p: ''X:. ". LAND k 2EAN -'. �' - T1H n NRF A, LANDSCAPING AREA 12,327.105 SF x 2 INAT2 IN/Fr))x 0.3 - 1 16a CF 5 T pOLOMIIE 1 RO,IE 2 XIII ' - 1 \J ._ �• 8191111131 Howl 6966 AREA -.•_." ' , i ., _ I6 EFFE T A°aSGUIN D, IT 11571 OR 1 = D1a x ZONE' HBO DRAINAGE ^ I AREA I '- 9.6 (z> 17. T POOLS xT11CO9°HCF/FT. 16 EFFECTVE DEPTH = 3,229 CF PROF NEYSTONE U'7.' AREA II N - -- "" " _ 7.t 97776 SF .0 cF DRAINAGE L "2�I�-'k ` BEFNNI LWNL B z Car O0 lJ _ srorn.3 AREA VI� 2. N 62 � � � , � 1 w � IS RI NO OR FIMMF3ILY 11F M.H. - z " _ - 30A (31) 'd _ ANTHONY FIX.-5OUE 1B ^ gIM`TXL a 271 k-, ) u„"1Y, 56616 Rp,TE n .. ........ I KB. [' � N O '". ADDRESS: , RY 11911 % INV- 26.2 (VA . - '. E:: TOTAL AREA J GF Ti6W " I I I,I. R",., ., fra e� ,a O DRAINAGE AREA 111"1 - 17 sou . Reo a � � 1( .,.,, __.... ,..,_. ',. ., , ° I I , . $ � III . 2 story n � OT � A I I , I 1 ROOF 8,214.00 SF x 2 IN/(12 IN/FT) x 1.0 = 1,368 CF n TURP k LANDSCAPING AREA 13,76370 SF x 2 IN/(12 IN/}'I) x °.3 = 660 W m 6 \ ,.' _ -_ (3116) 1 I M.N. S" , i SFA 6 96Uti) 2a1 / e°' � Z (n ..� 205E 5� \ .. O X - DIA x 16 1+1 46 31 _ DRAINAGE o N _ , 1" I _ ' UNIT4A' 4m � E z63a�'' Nury 4zo• HING 31.9.10 AREA IX �• I PoM r - TOTAL AREA 3.229 CF H3 .. .- I I I ' I I I I - I I 1, INJ. 20.,y �E2 POOLS nF10D.BCCF/FTPo 1fi5 EFFECTIVE DEPTH = 3,228 CF (sNHls) ., l C�' I -.II - ' 1� . - � _ � • e � (z) 12' ^ 110 �.._ .. .,,-, ., . ' I .�I �1 138 1 t _ i _ 11 r I +INJ. .381 _ R' � 64 J I :� "C3 NZN W = '_I , X11 \\ 38 Y I 4 �O �s O O +�`E Q, DRAI1NAGE AREA IV - 22425.65 9F TOTAL AREA! rl d � ROOF 8,159,00 SF x 2 M/(12 IN/FF) x 1.0 1,360 OF .! I 1 BUI ,I' I , b 'U INI� ` ]13 OF 4.1) BUILDIN. _ siM 7.i:+O6F 2A ; \ I; . .. .. _ °les II, N < = z.o]a CF ie FFL ^ z II ,N nw N ERO aMuNps - - -" � LANDSCAPING AREA 14,266.55 BF x 2 IN/(12 IN/FT) x 0.3 r l UNIT _- DV 101 l r _ - !,; 1 ( F ._, ".,_ 1 1a i, O I -IFI UNIT '3B� I -' , I J i -I I I : g { - - I i.l D�•, i 315 (2) 12' DIA x 16' EFFECOVE DEPTH LEACHING POOLS � Hl® I \\ - I I a{ . -F I I I ° 1 t (,.,. ]121), . - 1\\@, n I F L- - ggig I ,e f..l"1 OTa MEA a,zz9 CF -1 _ w1k C; I ' IT'2B'I - I ' '(� L U '. I. ICI. . , y' s QNB N _ 3~ �-�16 2 POOLS x 100.8 CF/FF x 16' EFFECTIVE DEPTH 7.229 CF I I UNIT DRAINAGE AREA V e 20.50227 SF R \\\\ \ h '-. III 2 IG±_gI !• -, - 'll ` { '1 1 :_ IUNIT'�2.A� SEA b {H X821 "I rFR- 2o51_i., III �','Im 1 it :.I_. "f ,� � ` '� °) oe• ° �I " t- 87. I 1 _.. IN ,WE e i '295 I f', SFA 0 +, _ I- .1 ] \\ PaoT• ,-` 1, ILD 1-. ,' . I 1'. :I FFL �I I-,.1 ' ,, t _;- STA o.+ oDli .'t'. 1 i•16 i , 4 ;3 ' ' 1' ,, i III \ PoM FL ,30.98 _---{ , -,_I". J. I" , ' 1 - t - _ qµ }y \\) S L :'"� / ° ti; O°� ' " 3 �{ � � 7 ROOF 2,317.00 SF x 215/(12 IN/Fh x 1.0 = 366 Cr \ - - • " s - I , _i_ -S ", . , .: -, • -'-�'-- ' CCC PPP O IMPERMWS 553.83 SF x 2 IN/(12 IN/FT) x 1.0 93 OF \ 12 NRF k LANDSCA%NG AREA I7.931.M SF x 2 IN/02 IN/FT) x 0.3 - 897 CF 201.031,(5)_.. { { 1� ` !' ry A - - 155)• ' ,'r I/ �. ► '-xM 91 I. A TOTAL AREA a 1,376 OF \ r i-Ut11T ' I , III I _ INv. 2 93'�� .-; r , I; I I ', '{ , ', ' ` a 31.0 _ .•. fai :I n.,.ri"• .. ., .. � � ^ � N EBOImEII 1 12 DIA, x 76 EFF gINAG" ...R r Orr '� Z ) ECTYE DEPTH LEACHING POOL 1 3 , 1 POOL x 100,9 CF/FF x 18' EFFECTIVE DEPTH - 1,614 CF \\ 1 !IRON° ! I', I • _ ,i NOYe45 2 o' \ \\� 33.00 - 1 I UNIt}1,B I-, , I j :, %, _ • ' X F r I TOTAL AREA = 1.614 CF ^ \ i \ _ 1 I L II 1 ,', T - ' 13.139.50 SF \ \\\ 1 d,�' , t -I .( IIi ' FnTT.28 '-' ' '`~ :U X290' A IOa < .£ XII I ,, _ _ +�59A �• �� � E' PJ I Z DRAINAGE DRAINAGE AREA 1n = ' . � _, � ' .,.. rj1 � � _ ��� I AR 17 00 g ARE TOTAL AREA 2.112 M L -I \ \\ Mese 30 W2 , rW c, �� � ' � IMPERNOUS 12,456.76 SF x 215/(12 IN/FF) x 1.0 = 2,077 CF I R SIA �r t le i 6 r \\\ `RIM EL 31.2fik ' ; ' tSFAS 1 BEA 10 °6 la `1��0 O er 1• v _ 12 DIA i6 � ; NRF & LANDSCAPING AREA 68285 SF x 2 IN/(12 IN/FT) x 0.3 35 OF U , J 5 � Q (1W 21.0° � ^ 8 I 1tlRPMl. 3z.(at _: BrOr14 Blm� x \ ..Y.I (31) a005 I FM 16 /.•• 4 (5115)''��'. t JI T5' I I O LAM'EUOFN�MIRELLA �Y OF I (2) ERECTVE DEPT] LEACHING POOLS \\\, / N e I I I TOMA9C 2 P°DIS x 100.6 GF/}T x 16' EFFECTIVE DEPTH - 3.229 CF -IDRA\NAGE 1 1 I ADDRESS: 56476Y 1OUTE 25 \ TOTAL AREA 21 91804 SF = J.2T9 CF OLPO INV. 18 '@ I I 71 O \- \\ AREA VI m ,y IRR. m. s DRAINAGE - I ,s7.. SFR , 4 �" '' I ! - � ' � I I t I �R'I L T � SOUTH,-'N6 HB \ DRAMA- AREA NI = v . .� ., I 11rv. na !a= l,f X'„ , A ' ;, '- I U, 8 '�I 1 0 \ lEGYBfII Z \ \\\` �\ .,\ \ ,HBJ, I I. I II I ROOF 8,214°0 SF x 21NA12 IN/FT) x 1.0 = 1.369 OF ao AREA I { y - J I 1 ,.LI -' \ IMPERNWS 894.39 SF x 2 INA12 IN/FI) x 1.0 - 149 OF * TURF Y LANDSCAPING AREA 12.73].65 SF x 2 INA12 IN/FT) x 0.3 637 OF a !1 I I 1 TOTAL AREA = 2,155 Cr PROMOM ):I, \aa�m I (2) IV 01X x 16' EFFECTIVE DEPTH LEACHING POOLS I SB:. 174, I o; EEK 2 POOLS x 100.9 CF/FT x IV EFFECTIVE DEPTH = 3,228 OF \ S UNIT 3��I I I - 14 iFfi,3,�.00r"I §UILDIN'2A ` '; t .-. TOTAL AREA = 3.228 OF O Q \ j3� `}}�� i L T i uNITIt2B_� -�' Y$ Q DRAINAGE MEA NII = 20,685.89 BF Z ! \ \\ 8.32 I �3 3 bl i ��t I L Q SGLM. N°. 1°00-63-03-13 ' � V1 I i I 1119. IJILDING B Op n -( F r 3ZQU I , �tF4 7200 I . 'i LAND NOW°R FC;F LY OF r I ROOF 8,159.OD SF x 2 IN/(12 IN/M x 1.0 - I.360 Cr ! \ \\\ "mr, � �.L1 0 (�f pV U -' .i_I �_�_ " i _ CI ',rcl + ROI O OI8 r '- W JANET L RYAN Tp6- \ I, 1 - { `I S $_i' h _ .ai TURF OUS 1.273.57 OF x 2 IN/(12 IN/FT) x 1.0 - 213 CF " F 1 1 (]216>e�I - A0 5DunHO DNYR1,971 I NRF k LANDSCAPING AREA 11.453.32 SF x 2 IN/(12 IN/FT) x 0.3 573 OF 6UILQ1lyG A. h ( 1 1 __ _ 01 zaNe xa i TOTAL AREA = 2,146 OF "7,7 2Prj L_: ._ 00 usE: SFR _ - \ + 38C I Irk. I I 1 ,V v I o I I I L -I I I -I_ �. J � N I (2) 12' DIA x 16' EFFECTIVE DEPTH LEACHING POOLS y� -r-I ) 14 - I I I `' t{ '�' (3t?'-0. " I Iplii x 16 R. ♦ .. IIJ t 7 ( F INV. IT 3O+ . . '_', l 1s1 T6 9A Ix I O\1T_- z POOLS x 100.9 CF/FT x 18• EFFECTIVE DEPTH = 3,229 CF (� VA 1; - TOTAL AREA 3.229 CF /� V A, _ a9 D V 1 I . 1 - qq Z V • v POeS m 1 I J22S) tl 1 : <J 3j �9 ^ DR0.�INACa7. AREA I7. - {2678 B5 SF \ VAVA \ O� ��.. v I f 1 I I I r LUN .I `• UNIT ROOF 10,453.06 SF x 2 IN/(12 IN/FT) rc 1.0 1.742 CF Ib e I /( /FT) X 1.0 = 848 OF \ TURF I-A 5,095.°° SF x 2 IN 12 IN ONO 150 W N �- TURF & LAN05CAPING AREA 27,335.85 SF x 2 IN/(12 IN/FT) x 0.3 1,367 CF J N05 �9 ..yry -,.._ . --' „ - '- �ppp-6r03-26�7`..p X yt O SGZM. No IOOO-83-0x12 ' TOTAL AREA = 3.957 CF dVMTAOUR ^ - - -N. 1 nw (3170)\ - ) o hSTA 0 +•1108 \ \ \ \ \ 0°1"1 ,....•' - " Si.C.T.M N0. 1 2AI USE AUTO REPAIR 12 DIA x I6 E -iM,N. 3 1 LMO NOW OR FdRMERLY DF IDRAINAGV � r"L�I� 5fA t + 7.]E" M � 32(� IW 30.0° -. WH0 NOW OR FORMERLY OF M �. / ST \ �,, DLP a ._ ._... - (TW 3200 I CHARLES W- TA'- \ A TOTAL AREA = 4,84} CF _ LAND REALTY RIM 7.1- S250t \ \ ' 1 17 55215 ROUIE 25 DRAINAGE DRAINAGE E� \ \\ , : _ - - ,_, _ ADDRESS: y 179]1 \ AREA 111 gREA X D AREA IV AOOPESS. 5fi2]5 fl SOUTHOLD, NY 179]1 BtMI�. INV. 16.5 (aU \ \ \ 1 .. ....,..'. 500%E - 37.862.04 SF 205E HB (3) FFECTVE OFPT1 LEACHING POOLE �f 3 POOLS x 100.6 CF x I6 EFTECTVE DEPT] 4,813 CF rtN. i6.a O 1 \ \\\\\ mL�W O,Muy+-1 " _.._ _ , ;_ \ -j :` DRAT AGE I I DRAINAGE AREA % \ o \\\'. _','1, �y ? 57 N 'i;caFr'y UtL- AREA VIII IPROPOSED KEYSTONE USO STORAGE 616. \ R00 &214.00 SF x 2 IN/(12 INF x 1.0 369 OF % RUNNING WALLA' I IMPERMOUS 1,273.57 SF x 2 IN/(12 IN/FT) x 1.0 - 213 OF ,�` \ 0"r F<, ;19..1:',',1. RIVER TO CRS DMtlTHG SP 8 � -`_ DRAINAGE '•F�L" TURF h LANDSCAPING AREA 28.494AJ SF x 2 IN/(12 IN/TT) x 0.3 1,47.5 OF AREA X \ 1 TOTAL AREA - 3,007 OF �' \ DRAINA TIONS CONT'D X DRIAINAGE STRUCTURE TABLE DRAINAGE RE M ALCUL4sA84 sF B191�. y{ALy FURNISH AND `\\ ,I` \ ' y,,,r1 I Q (T) 12' OIA x 16' EFFECTIVE DEPTH LEACHING POOLS H:04TRACIOT,E,IPptARY 511EEi1NG � , , 9 ! STiUCNRE TOP INVERT SIRUCNRE TC GRATE INVERT � 2 POOLS x 100.9 CF/FF x 16' EFFECTIVE DEPT] = 3,229 Cf S \ \\( 1- DLP 1 25.00 21.00 CB-1 25.00 24.50 20.56 IMPERVIOUS 2248.84 SF x 21N/02 IN/FT) x 1A = 375 CF I 'r TOTAL AREA = 3,229 OF 1 N HISTO d51UR6 a0 Ou HAS \ \\\\I ' I `I n euI1D1NG5 OR PROP pBSNr..Jol;� ,nun BUILDING _ = 3]6 CF 21,336.55 SF 5 BUI G FOR D P 2 2500 20.fiB A 2 2500 24.50 20.56 OTA AREA \ M \ \ PROPOSED AGLA55 WA51E OLP 3 24.50 20.50 CB 3 ZB 50 28.06 24.06 \ DRAINAGE AREA NI n E CHE451RUCTDN \\\\ .�� W 511E REM DIP 4 26.09 E 21.18 CB-4 26.50 28.00 24.06 m \\ N O WAILER iREAiMENT FADMITY CB-5 26.00 2550 17.00 (1) 12' DIA x e EFFECTW DEPTH LEACHING POOL \ IMPERMOUS 20.655.70 SF x 2 INA12 IN/FT) x 1.0 - 3.443 CF \ DLP 5 31.00 24.62 CB-6 26.00 25.50 21.87 1 POOL x 100.9 CF/FF x 4' EFFECTIVE DEPTH = 403 OF \ NRF k LANDSCAPING AREA 682135 SF x 2 INA12 m/FT) x 03 35 CF DLP 6 31.00 24AG CB-0 31,35 27.5° TOTAL AREA - 403 OF \ TOTAL AREA = 3.47B OF DLP] 30.50 25.8° CB-5 - 31'30 27'50 DRAINAGE AREA XIV = 2080.99 SF \ Btu NOTES. DLP 6 30.50 25.64 STRUCTURE TOP INVERT �I� DLP 9 30.5D 25.82 IMPERMOUS 2086.99 SF x 2 INA12 IN/FT) x 1.0 - 348 CF \ (3) 12' Ola x 16' EFFECTIVE LS. 1 LEACHING POOLS 1. ALL DRAINAGE PIK SHALL BE 18' DIP 1D 30.50 25.46 DMH-1 31.50 26.98 TOTAL MEA = 346 CF '� 3 POOLS x 100.9 CF/FF x 18' EFFECTIVE DEPTH - 4,843 M DIAMETER HIGH DENSITY POLYETHYENE n TOTAL AREA - 4,843 M PIPE (HOPE) PITCHED AT 1.0E UNLESS p ^ DLP 11 ID.TS 26.63 OTHERWISE SPECIFIED. OP 12 31.25 26.47 P DRAINAGE AREA XII = 25.323,99 SF DLP 13 2 5 4.16 (1) 12' DIA x 4' EFFECTIVE DEPTH LEACHING POOL BF�M 2. ALL DRAINAGE PIPE SHALL HAVE 2'-0' DIP 14 28.00 24.00 1 POOL x 100.8 GF/FT x 4' EFFECTIVE DEPTH - 403 CF MINIMUM COVER. DIP 15 28.56 24.16 TOTAL AREA - 403 CF IMPERVIOUS 22681.11 SF x 2 INA12 IN/F) x L° - },14 CF NRF A LANDSCAPING AREA 2,H218 BF x 2 IN/(12 IN/FT) x °J - ,93 CF 3. THERE MUST BEA 10' MINIMUM E DIP 17 30.50 25,60 DIP 17 30.b0 25.64 B O I S S E A U AVENUE TOTAL AREA = 3,Wfi OF SEPARATION BETWEEN ANY LEACHING �. DIP I8 32.00 26.]8 POOL (STORM OR SANITARY) AND THE 'D DIP 19 3200 26.82 Btu. WATER MAIN DLP 20 3175 26.88 (TOWN OF SOUTHOLD - 66' WIDE) (3) 12' DIA. x 16' EFFECTVE DEPTH LEACHING POOLS 4. ALL ROOF DRAINS SHALL BE 8' DIAMETER ] POOLS x 100.8 CF/FT x 15' EFFECTIVE DEPTH = 4,843 OF PVC (SIR-35) AT 1AE UNLESS OTHERWISE SPECIFIED. DLP 21 31.75 26.72 TOTAL AREA = 4,843 CF DLP 22 39.20 26.88 DIP 23 29.10 25.44 DLP 7.4 29.60 25.60 CAUTION TO CONTRACTOR DIP 25 32.56 26.87 0 0 8 J2- 7.03 THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT ME LOCATOR AND/OR EIEVATIONS OF EXISTNG UPLITES AS SHOWN ON THESE PLANS IS BASED ON 7 31.00 - RECORDS OF THE VARIOUS UTUTV COMPANIES AND WHERE POSSIBLE, NEASUgEMENTS TAKEN IN THE ROLE. TIE INFORMATION IS NOT TO BE RELIED ON AB BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTUTY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION. IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO RELOCATE ALL EXISTNG UTIUMS WHICH CONNCT WITH TIE PROPOSED IMPROVEMENTS SHOWN ON TIE PLANS 3 N � � � SOUTHWOLD MANOR GRADING AND � � RMS ENGINEERING SITUATED DRAINAGE PLAN S O U T H O L D APPLICANT: EAST END RESOURCES, LLC OWNER: ALBERT d RITA COHEN ■ ■ ■ Robinsons /� 686 OLD COUNTRY ROAD, SUITE 901 68866 MAIN ROAD Muller & Schiavone Engineers, IAC GARDEN CITY, NY 11530 SOUTHOLD. NY 11971 e ' OWN. BY: CHK'D. BY: SCALE: SHEET: _ TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK SL GJS 1" 40' 355 New York Avenue, Huntington, New York 11743 DATE: DATE: JOB No.: _ Gregg J. Schiavone, PE SCTM: DISTRICT 1000, SECTION 63, BLOCK 3, LOT 15 S P 5 No. DATE REVISION DESCRIPTION BY OHIO Phone 631-271-0576 Fax 631-27'1-0592 www.rmsengineering.com NY State Licenee No. 78387 05-03-06 05-11-06 2005-186 e SOIL BORINGS J(J9NJIA 36-1 SB-2 SB-3 EL 324'3 GROUND SURFACE P32R�UNWDROUND SURFACE d. 32.5'1 GROUND SURFACE yl 1 OMI(9M.11, 1 9LT W. 1 RAN 9LTLOW. ANlOR POW�Y OF `'J I°m 1tttttt _OVAL 8156755 RPWh 26 ij !alp Num, �D Hee) 19LT IOWI I Delof )D1 Ls GRA ADDRESS NY 11971 $ g 5 gar ext-1 DmRi- a,aiiXo-2 ` 20 E HB aaxas.Wo.S.O.T.M. NO. 100FFORME1LY OF USE: SFRy ( xo-,) eR- LN1µR°IpNY ZUSTOVICN25q � MDE s.xDADDRESS: 5631NY tU11417.7 % 310.00APPROYJMAIE LOCATION OF %)o-am'03-17.4 50UZp E. RSD �- UcmWAcTOR SHALLTILITY SEFAACES. VERIFYt0 sm_ FORMERLY 7. USE: SFR maorm to SC.T.M. N0. 1000-63- r° °� ( ) _ LOCATION PRIOR TO onMls rut sul0 y�oWsl n.maw D NOW OR FORM A DOLOMITE , n INSTALLATION. (mxo-,$) mµmAxOi NNCEN��TM�N WWTE 25 07'44 40 _ mLawsn- (m%us) pg1mm (� m umT aft.-Tm sum riiEauva D 20NE 880 1 ypITUMDR i Y V.maw USE SFR fsrxo-4e) (%1(o-es) 63-03-17-3 6 22.7 8' -� N SC.T.M. NO. iO F.NEmY (W) ^ s �DANTOIWIDNY FOR�.E 26 STA 0+3 ro� J- taa'^, a x.16 WA :� I RR � O O Ds¢��, ADDRESS 5861NY 11971 RIM EL 1 9WxL• s L 'r O •• (s%o-es) ZONE.. Mgp 26.25 (1'/) ' € 1 I , yA ' USE: SFR tY 0.1. WATER MAIN °- Op t I - M.H. 6 • 2 story frame d PROPOSED OP-9;' ; 1_i 1 i {_�. M.N. 5 SFA 6 + 97A residence 1 � Z ` Go END W BARING 25'-O'• END OF BORING 25'-O'• 39A IBM FL 25AO* y,, END OF BDRINO 5' o 28.00* INV. 20.60 (N) RIM 0. I lib n� J CLABSIFlCAPON CL/,SEIFlCATON G CLASSIFlCATIXJ mY, zo.1a (9 ,1 0' ° , I ! : 11 -1 I- I I J o^'• INV. 20.56 ( ° E Nl 13B, i I_ I pRiB a r5.4 ° o z 38 i-) w ° ° D)� p-X - I xw ,Ow• 11 I i-i I I I T I 1 ' i 1 I `p ° D p O 3 0 SB-4 LL zes•3 SB-6 sugFADE .<W I I -I I , I pG-I 21 -1-I 1 1 1 I I -I 1.I '-f 1 BUILD�.T I M19 N e _ D] m 3: F1 32.6t) GROG 91RFACE 1 DAat•ex GRWN LDW O 11 B. n M.N. 3-2 42A L N (- ( % ) I I 1Pi I �,. BUILDING I ) 57A 1 +3W 93 141'!1'''I _�gpy C (a)OI s) III a D-es RIM 0. L-I I 1 ! W m DXMLs sum. M.9LT LOM _ I 11i I I.I' , h _I uLnr asx:rruDWsn- m.roc sue ° I UMT81'I .� I , f I 'mi I I I I �'I'I l i i . F' l f t l_ ° 1 T I I { I ) I I I ° D.es' 3g W) STs• 1 7.1'. ucni Drw.rvLDwsn- Llwr MP H2 r -i f i BIJIL111NG A'I. UNIT ZB'I � ' 61 �, anuuz Dex.'sum. PRePeS® t9 M.H. UNIT 3A. .�. Q1C� J m sueTL(sn%o-es) m.sow.aLr N P00L �UILp1NG N' .I UNIT ,A,W� + 5v ' STA 31 I_,_ S V W 1n 1G I �� LI I I STA m + OOE L },I I I . { A16 0) p) m PoM ETm 30.e2s 1 ISI 1 - x iiS6-6. , ! 1I 1 INV. 118.03 (5) I I' 1 I TM MD. g[ I I I r :.I qW. 20.03 (� rl_ r L 1 h ou•4 D (max ) UNIT- 2, . 1 r _ . I- N. 2o.1D , I m m 2 mD. aux w.•i L 5 TR muHiu DE - I NIT 3A- INV. 18.93 lxl _ ° usrt eax:rM zvt . 6 •-•e AMINIONISIDItl ! �-I ,��_� F� 7e � ' ) 41j1-_ .� rl m 75 a Ix ) T. maw PROPOS® Y PJC 15 O 0.5E �{ �-" tt 4 44e puNIT �cRDUL �yy495 eo N0 '45'20 � 11.I. I 6ic ERutcE 28.00 . Z Nil 1; < u ilL a�Duxi °' STA 1 + 65B r- l5' INV. 19.10( d F / y (sc •p•! RIM 0. 31.253 1 I NS „16' i, n )-/�p ) _ n I0 5 uurr GuxcE 5 INJ. 2625 CN) STS 0+ O�OC „ _ of 'r° '1u l4 \/ s O O Mx: DO.". M gg, O • e Da• RIM e_ 32254 • Is T ( - ! GY ° - - I C) d"' OR FORMERLY OF I vx4-,$) _ nwT. W PROPOSED I m m INV. 17.'16 (5) y-4 PRS SLAND C.GER N0. 1000- e (� NONE W. 16.65 (E) - O ` WGDT Ode 56415 ROUTE 2 D ( x ) owr MIN G/S I `- AODME 71 55476 ROUTE 26 n ID O m �L,y SER`ACE (TYP') I o IW. 16.06 (TYPJ I g L� y 71 m III I �- I INV. 17.36 £ SpU1H0W, NY 119 , R uERr Moa sum, '•' '�' 4Xx uDxr mm.swB • w.wAw . Trt.maxi \ 40. • Spy • ' gg ZONE HB .• 7Bi�_� 0 d U) USE: SFR ' p B-J °05�• ! T I. L I I 1 I. 1 1 L I I WNI I ,-• lu 5 END OF BORING 36'-0'• 5 ENO OF BOgING 36'-0^• VX) �- • Q1D I 1 S ^ I �J- CLASSIFlCATON CRASSIFlCATON 19 _/ 9 I I i L''R � � � ' � -' I►NL?r� � i- � gU1LL� NGDI� '6», I � � ! p e9B (� UN1T NB l Ld q- O P. �+ aw S \ i J '.h17_I I RGI- I SB-8 SB-14 SB-18 `� g �Ap 6 EL 26.7'3 GROUNp SIIgFACE EL 2483 Sao SUgFACE FL 30.J'! GROUND SURFACE ! RI 632bD +UNIT 3P_ !-I , 1 I �T{ {,V'T O I• 1 DAH.3T IpAlI,R FlNE 1 BPR-04M DDR.SILT LMW I 1 1 OMN BXH WDMIC LOW ItN _ ! ! 1 -� UN O solo(axn-es) I Tn FlxD solo a n-ss I a u- M�0 NG B, UNIT ( u , .D Z !' I DI 1e S.C.LM. N0. 1000 63-03 73 // rnxMa I , -_✓-- !. \ .BUIL aI - ..I .. O In w,R_ Mx.o,Ax LL p "� SB- - ( p I 1 ) I ,.F LAND NOW qi FT%HNEALY OF i BMD,1e,M. ,ap K-u I I - I I smL-uplT M. ucxr sea \ 5� $ LMP le III I JANET L RYAN ) M.aeac sours jjpjOO� III r ' I ( ° -I I L! �) • Sd ADORE65: 66365 ROIIIE 2b 5 5 mi.CA nosrs sN Flu u ° r rm \ I I 1 { 1 I ,(( I VOMRDH DwMW SMD. DmusD alx.swD 1197! Der na. umr erw: 5 I I '��� :n 20NE HB I eM:umlr eex. t-mala m.mow.ar uwT I, m USE SFR (s%•-ss) as V) m uwr enx. � i 10 (axo-es) Lf V • 19Fri 16 S. 4 1 I i -I. IIN. 26,Le lEl ( I B I _ I o ° 2 tIN o POD 5 n ( aW�i¢s�uN. Cx¢ewi sum {- OL maw ,p .aux*mt �1IWW--1 J (=rx•-ee ° w o Il_I 'UI �T '�! I_� °w 1T £ �...a S ) (sx•-esl Is D7.uw D YD. LT uNOs H + g 1 PROPOSED J27 0.1. WA1FJ( MAIN, N I TM solo m 5 I t n uw. G tM �' Tp1° wa r ✓' _ '�d -_ SC.LM. NO. 1000-53-03-12 i (%mow suto.m.maw JJ aI y ,,, `„ ,, -L - •FA 3-1 27C LAND 50 W �' LAND NOW OR FORMERLY OF (4x•-Be) M.H. 1 q,� ° tD) O ,1 _ C 20 RIM Fl 32.134 PILLEADDRESS REALTY HORDING LLC / 2 STA 0 + 17A � '•I'�/ _ ._ IW. 26.25 (E) ADDRESS: 56275 119E 25 S.C.7.M. N0. *Opp-83-03-26.1 + Go / 1 1 LAND NOW OR FORMERLY OF SOUTHOLD, NY 11971 / - RIM Fl 32.50* I ap u CHARLES W. ROUE ZONE HB ( N w) uwT,nx. TM sw0. MV. 15.15 (SE) MLWM6R IOM�yI .._I ACONES, 5505MY 11971 25 USE AUTO REPAIR / m Dwew IWY. 15.66 E) -.� � 5 O.WL IItlIT BM-TM GW.T. 4 M INV. 18.38 YDtIRNWWj.. SW ZONE HB mMTMBTAxexwsMD. 5 dF A, L1 .I USE: STIXOGE (Spxo-ee) 4W.T. �^ 616.57 :p T�", J sT,.tD,�v N O D ,ex.sw0 O .4 OIIX. S) BPN.SMD. PRDPosED 2°' WIDE WATER MAIN rs.maw m.max sLT rs, .-I (tel FJ,SEMENT TOWATER AUTNORItt I �\ (sr%o-es) (mxs-es) (aIle-eel o ! I 05 END OF BORING 35'-0'• 5 fNDgOF BIXiING 35'-O'• 00 OF BORING 35'-0'• CLASSIFlCATION CLASSIFlCATON V" CLABSIFlCATION r I I M 00 NOTES: 0 ICS 1. SOIL BORINGS CONDUCTED BY SOIL MECHANDRILLING51 .34 N05 50 ( CORP. ON MARCH 23, 27 k 26, 2006 51 . ' \ NOTE 2 CONTRACTOR SHALL REFER TO GEOTECHNICAL ENGINEERING UTILITY CROSSING TABLE REPORT, DATED APRIL 4, 2006 FOR ADDITIONAL CONTRACTOR SHALL REFER TO SANITARY SEWER CO=TON \ INFORMATION SYSTEM DESIGN AND CROMOGLASS TREATMENT PLANT DESIGN DRAWINGS PREPARED BY MICHAEL P. CHIAREW ENGINEERING FOR \ FURTHER INFORMATION. \ ° N0. GRADE WA 7D? SANITARY DRAINAGE GRADE \ TOP INVERT TOP INVERT TOP INVERT A 31.50 27.00 1 26.90 17.98 17.1(1l 7.91 FT \ B 25.75 20.95 20.26 1850 16.64 1.66 FT \ a BOISSEAU AVENUE (TOWN OF SOUTHOLD - 66' WIDER 0 E 3 MEN SOUTHWOLD MANOR UTILITY PLAN ■ ■ RMS ENGINEERING SITUATED AT n SOUTHOLD U T H O L D APPLICANT: EAST END RESOURCES, LLC OWNER: ALBERT d RITA COHEN Robinson, Muller .8L Schiavone Engineers, PC 888 OLD COUNTRY ROAD, SUITE 901 58865 MAIN ROAD GARDEN CITY, NY 11530 SOUTHOLD, NY 11971 TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK OWN. BY: 3L CHK'D. BY: G JS SCALE: 1" 40' SHEET: 355 New York Avenue, Huntington, New York 11743 DATE: DATE: JOB NO.: , BLOCK 3, LOT 15 ' 6 No. DATE REVI810N DESCRIPTION BY CH'D Phone 631-271-0576 Fax 631-2711-0592 www.rmsengineering.com Gregg J. Schiavone, PE SCTM: DISTRICT 1000, SECTION 63NY State License No. 76387 06-03-06 05-11-06 2005-195 S P 13 FHM JIJ9NOvlT g.C.T.M. LA0. 10"WERLY OF I - OVALQ6E NOW M. 5WAZ CROU E 25 Q 17.2 AIX My NY�71 - 63-OS- y,O SW ZONE HB S.C.T.M. NO. 10 FORMERLY OF S6'GE USE: SFR e M /79 FA:n AW UHD NOINY 21 4x ° , IP R;1 ; ES9HYRW Tc ° 310.00 AgDttEss: UNIT'.'36 ZONE. ROO C 12 SC.tM. LA0. IR °-1 USE: SFR �D now GR FCRMERA-D°FLow11E 0+�E Y NNCIPT OR�7 56", RWIE 25 i °\ 07-44!4Wnw 1-1 �- PROPOSED +� ADO 2W•R801971 nrelt�m•A'Owl - i POOL BUILDING S: MOR USE SFR ° Y 77 CL 622.78' JDE g}03-17.3 SSD NOW OF FMgI-- OF - PL E ,�yyrylP MaA1MrM ro tWUEAI ,.wy n I AHTiCOY 615 ROUTE TE 25 A.°• 30.4 d. ADDRESS: , NY 11971 -. a"°•' .16 • •. 6 ,D.4 Q UN11 28. zWE RED 2 story, frame USE SFR °� W 'r 00 / 28 IBR g residence C W Z AMENRIEB P u.t n5 ZQQ ¢ V) BUILDING 't ,T TAI wc1 ss "^� 6.x C4 I J J . UN 38'10 'E I UNIT7311, ,� r6A'9 e o Z cK BUILDINGIAI ,µ z6•wAUYur m m 03 BUILDIN� B UNIT 2A' IY _ _ _ _ N 3 RC � - tD UNIT.-1A _ -r r- w to UN PN O E 28 a ® I DII NCIIg ' I � BUILDIN3� A , I 'Y '3A� •A5' � mw a 375•ss '�s y z UNIT 26' u. N x UNIT, UNIT 2A1 un V)BUy)L GB I3 EKM 1 Q o _ ss TYPICAL UNIT PLANTING DETAIL r i oe _ 1 1 „ ww UNIT '28} UA Me -I , zs cc SCALE 1"= 30' . , UNIT 3A w I •. } N ;UNIT',is' fiP 476 rse N0 45'20"V5I e z 178. 0 0 PLANTING SCHEDULE TPIGAL UNIT PANNING) UA fi E9m � a a 1 SCK CORNUS KOUSA KOUSA DOGWOOD YN. BOTANICAL NAME COMMON NAME SM/Sp. m$ / to CL CRAIAEGUS LAVALVEI LAVA LE HAWTHORN 6-8' HT, L Q 0 / ERM MONYMOUS KATSCHOVICA MANHATTAN MANHATTAN MONYMUS 16-24' HL - 3' O.C. O ^C-4 Lr, ,c TC Tc $ M / I I8-24 SP. - 2.5' O.C. !� I ss TC I LAND . NO IGENRa` ,-. OF I ME JUNIPERUS OIWRICA EXPANSE PARSON JUNIPER C� Q LANG NOW oR FORTOM�C PL PRUNUS LAUROCERASUS OTTOLUTKEN OTM LUTKEN LAUREL N MI6475 2-2.5' XL - 3' O.C. ! I s ss ,s - ! I I T ADRESS: 564]5 ROUTE 28 RC RHOOODENDROW CHINOIDES WHITE RHODODENDROW 2- - ' SWTHOID, NY 71871 2.5' HT. - 3' O.C. lX) 20NE: HB RS ftH000DENORW SLINTILLATON PINK RHODODENOROW 2-2.5' HL - 3' O.C. O O USE SFR O m w• ° A _ _ UNIT 118 �1 PLANTING SCHEDULE (SITE LANDSCAPING) \ - - - l I . UNIT 3A I I SCM. WA. I BOTANICAL NAME COMMON NAME AZE/SP. °A I 't- _ 1 ' _ BUILbING B I ACO• Q ARIES CONWLOR WHITE MR 6-B' HL - 15' O.C. AR 6 ACER RUBRUM RED MAPLE 2-2.W CAL - 25' 07 - 0 I ,- - UN�T 1B, 'I ' ' -� '' I ¢ $� / CBF 2 CARPINUS BETULUS FASTIGIATE PYRAMIDAL EUROPEAN HORNBEAM 3-3.6' CAL - 15' O.C. G!A, ' - I PA 29 PICEA ARIES NORWAY SPRUCE 6-8' HL - IS O.C. QBUILDIN I -f a UNIT -3AB I 2A x ax UNIT; 213 O PAS 2 PLATHUS ACERIMUOIA BLOCDGOGD LONDON PLANETREE - SLOODGOOO STRAW 2-25' CAL - 20' o.C. UNIT Z UILDINGB Q Ln SC.LM. NO. 1000-63-0}13 PS 42 PINUS STROBUS E WHITE PINE 6-7' HL - 15' O.C. I L 6 I H T - LAND NOW OR FORMERLYROF i PT • 28 PSEUDOTSUGA TA%IFWA DOUGLAS MR 6-7' HL - IV O.C. JANET L i I UNIT 36•, I -I d O ADDRESS: 56365 ROUTE 25 I QR 3 WERCUS RUBRA N. RED OAK SPRING PLANING ONLY) 2- ( �(�/ _ SW7HOLD, NY 119]1 ( Y� 25- CAL - 25' O.C. j iUNIT -i \ I' UNIT 2B�1 UNIT'-IA' -� I ' j_ I r ZSEE HERB I TO 14 ILIA CORDATA MTREIFAF LINDEN 2-25' CAL - 25' O.C. 1 �'H : G/ - '� 'I TTN 6 1 THUJA OCCIDENTALIS NIGRA DARK AMERICAN ARBORVITAE 5-6' HT. I \ - 1 -i - J 6i V) I UA 19 1 ULMUS AMERICANA LIBERTY UBERTY ELM 1 2.5-3' CAL - 25' O.C. U i1NIT 36 _ ZS 17 ZEUKOVA SERRATA JAPANESE ZELKOVA 2.5-3' CAL - 25' O.C. I- tet, Z (n EJ 37 EUONYMUS JAPONICA JAPANESE EUONYMUS 8 24' HT. - 3' O.C. O iI UNIT-T-11 JLAfSG 55 UGUSTRUM WAUFODUM GREEN FR A PRNVETR 2.5-3',HT.T. - 3' O.C. 1i efl_ L I ' "W � S.dT.M. NO, 1000-63-0}12 IBR 12 TANS BACCATA REPELS SPpFMING ENGLISH YEW 18-24' SP. - 2.5' D.C. a 6N•pr/•AC9 - x lox I "30 50 LAND NOW OR FORMERLY OF / FRAGRAM LABURNUM 3-4' SP. - 4' O.d PIUB REALTY HOEING LLC VO VIBURNUM CABLES g}03-28.7 Nt9,pgm•A'pnJ ADDRESS: 56275 ROUTE 25 S.C.LM, LA0. 100 SOUTHOLD. NY 119]1 ,JpyTy:p y{pETNON ro MNMI LAND NOW OR FORMERLY OF / STAGGERED ROW ZONE HB + RANDOM SPECIES MIX W GROUPINGS OF 2 k 3 PLANTS OF SAME SPECIES - nomx01 Ntl11° ' L3fM 5215 ROUTE 26 USE: AUTO REPAIR ADDRESS SpUTHON Ry 11971 , HYDROSEm •A• (ECOLOGY MIX m 170 LB/ACRE) ZONE: NB 60,5 RELENT H O FESCUE 6 USE STORAGE / 20R JAMESTOWN II CHEWINGS FESCUE 1. ALL PLANT MATERIAL GUARANTEED FOR A PERIOD OF ONE YEAR FOLLOWING ACCEPTANCE BY OWNER. 2. ALL PUNTING BEDS TO BE MULCHED WITH 4' OF SHREDDED BARK. 3. ALL PUNTING BEDS TO RECEIVE 4. OF SCREENED TOPSOIL PRIOR TO PUNT INSTALLATION. IRRIGATION KEY SPRINNIkI HEAD I Q 4. NO PLANT MATERIAL EXCEPT LAWN OR GROUND COVER, IS TO BE LOCATED WITHIN 2' OF ANY PARKING LOT dERBS n 6' FUNNY PIPE (n FINISHED GRADE i � S. LANDSCAPING SHALL BE PUNTED AND MAINTAINED IN OOMPUANCE WITH THE TONE OF SOUTHOLD SUBDIVISION REGULATION AND E (/1 NELSON PRO 60G0 SERIES GEAR DRIVE SPRINKLER - 25 GPM/30' O.C. FINISHED GRADE 1/Y SWEET ELL 1'7 SITE IMPROVEMENT SPECIFICATIONS AND ADDENDA. N 05'30'50"\N NELSON PRO 6300 SERIES SPRAY HEAD SPRINKLER - 1.5 OPM/16' D.C. CIWC VALVE SWING JOINT OR 00 VALVE BOX FUNNY PIPE 1//2' PVC RISER RAL BARB FITTINGS ` 6. THERE SMALL BE NO PLANT SUBSTITUTIONS UNLESS AUTHORIZED BY STAFF OF THE S0117HOLD PUNNING DEPARTMENT. ' Q' RICHOEL MODEL 217 Y SOLENOID VALVE IN AMATE% FIBERGLASS BOX LENGTH AS REQUIRED 7. ALL DECIDUOUS TREES TO BE SECURED WITH TWO 3 DIA CEDAR STAKES, 180 DEGREES APART. 51 .34 A YQ TEE ® ZONE NYI7ROSAVet PRWNE CON1Rrylm I% ,L� n I 24' MAX. PVC lVC VC LATERAL LINE F- I. PVC LATERAL B. ALL ROPES AND WIRES SURROUNDING ROOT BALL TO BE REMOVED PRIOR TO BACRFlWNG OF TREE PITS/TREE TRUNK WRAP TO AN UNE `3' LAYER ROCK 1ERA UNE TO BE UNE BE REMOVED. OD 2' FEBCO MODEL 8057 BAq(ROW PREVENIEIi DOUBLE CHECK VALVE CRUSHED ROCK LOCATED WITHIN 24' OF pvC sWINn .IaNT FLEX PIPE SWING JOINT 9. NO TREES TO BE LOCATED WITHIN 10' OF DRYWELLS. WALLS. OR PIPING AND DRAINAGE STRUCTURES AS PER TONE OF o ==4' DIAMETER SCHEDULE 40 PVC SLEEVE CON�EREWCURB OR WALK i SOUTHOLD STANDARDS -2' DIAMETER SCHEDULE M PVC WATER MAIN ELECTRIC VALVE ASSEMBLY IRRIGATION HEAD AT CURB OR WALK HEAD TO LATERAL PIPE CONNECTIONS \ t0 ALL PROPS ALONG PROPOTREES TO BE SED SIDEWALKS UP TO A HEIGHT OF 7 FEET TO AVOID ANY INTERFERENCE NIM PEDESTRIAN 40 ZONE DESG-NAION \ 11. EXISTING VEGETATION AS SHOWN ON THIS PLAN SHALL BE RETAINED. 12. PLANING OF STREET TREES AND OTHER PUNT MATERIALS MUST BE UNDER THE SUPERVISION OF A GRADUATE LANDSCAPE TEMPORARY RISFIT AND CAP ARCHITECT. THE DEVELOPER MUST SUPPLY THE TOWN ENGINEER WITH THE AFFIDAVIT OF THE GRADUATE LANDSCAPE nE IRRIGATION SCHEDULE M R B O I S S E A U AVENUE ARCHITECT STATING THAT THE QUALITY, VARIETY, SIZE OF PLANTS AND PLANING PROCEDURES CONFORM TO THE SOLVENT WELD C TO USER _ 601E AIA, HEAD 300 SPY TOTAL FINISHED GRADE " 1 27 PRO 6300 HUGS 1.5 40.5 24 PAVEMENT ADE IRRIGATION SYSTEM NOTES SPECIFICATIONS OF THE TOWN OF EAST HAMPTON. ' 2 21 PRO 6000 HU05 25 52.5 12 1. ZONE LINES TO BE POLYETHYLENE 100 LBS VACUUM 13. THE FAOUTY LANDSCAPING WILL BE PROPOSED OF NATIVE. LOW-MAINTENANCE. DROUGHT RESSTIVE VEGETATION MICH WILL 3 19 PRO 6000 HEADS 25 47.5 1/Y STREET ELL SLICED H1H UNDERGROUND WIRING 14/1 OF (TOWN OF SOUTHOLD - 88' WIDE) NOT REQUIRE IRRIGATION. - 14, EXISTING CEDAR TREES TO BE TRANSPLANTED ALONG THE PERIMETER OF THE PROPERTY. 4 20 PRO 6000 HEADS 25 50 RAY HEAD 2 CONTRACTM RESPONSIBLE FOR OBTAINING ALL REWIRED 5 38 PRO 6300 MUDS 1.5 57 PVC ULE 4U TEE PERMITS AND INSPECTIONS i 8 20 PRO 6000 HEADS 25 50 IS" FOR UTERAL/24' MAINLINE PVC LITERAL LINE FIELD3. SP HEAD AND LINE LOCATIONS ARE SCHEMATIC AND MAY 7 21 PRO 8000 HEADS 25 520 SLEEVE AS EdFORFIED 1/2' STREET ELL REQUIRE O ADJUSTMENTS B 25 PRO 6300 HEADS 1.5 37.5 BO' ELL (TYP.) 9 20 PRD 6000 HEADS z5 GO SLEEVE INSTALLATION DETAIL e' POP-UP SPRAY HEAD DETAIL 10 30 PRO fi300 HEADS 7.5 45 11 15 PRO 6000 HEADS 1.5 22.5 i SOUTHWOLD MANOR LANDSCAPE AND ■ RMS ENGINEERING I �T yea SITUATED AT IRRIGATION PLAN A n p f APPLICANT: EAST END RESOURCES, LLC OWNER: ALBERT & RITA COHEN 9 ■ � . Robinson Q Muller Schiavone Engineers, PC m r a // SOUTHOLD 888 OLD COUNTRY ROAD, SUITE 901 68866 MAIN ROAD GARDEN CITY, NY 11630 SOUTHOLD, NY 11971 F F Ha DWN. BY: CHK'D. BY: SCALE: SHEET: a TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK SL GJS 1" - 40' _ _ _ _ _ 355 New York Avenue, Huntington, New York 11743 Richard B. Ignatow, RLA DATE: DATE: SCTM: DISTRICT 1000SECTION 63BLOCK 3LOT 15 JOB No.: P No. DATE REVISION DESCRIPTION BY CH'D Phone 631-271-0576 Fax 631-271-0592 www.rmsengineering.com NY State License No. 767 , , , 05-03-06 05-11-06 2005-195 Of✓9N91N n �n LEGEND D}16 n w� n w r S.C.T.M. N0. 1000FOEOLy OF O� SILT FENCE TO SIE �_ �m G,']O HAVBALES ORSHO � SILT FENCE VALERIE25 1 TOR SHALL INSTALL AND LAND NOW '�M755 AZ ADDREs`Sr NY 11971 9 ® CONSTRUCTION ENTRANCE 140. 1 BY03-17.2 F 500 2�E NB MAINTAIN EROSION CONTROL LY OF MEASURES FOR THE DURATION OF II s.CTpA1im aR ORM a 25 G USE: SFR Com mucnoN. (TTP) IAN °"56515 ROTE 310.00' � ,,l NY 2700 NY ,1971 N m n m _ 20NE ft60 _o TN . I N Holfi5„py1J 4 USE SER ro ' 1. IN AREAS WITH SLOPES UP TO EIGHT(6) PERCENT, CONTRACTOR ISCTM.OW OR FFORMERLYp OMI11E , N _ "E N °l"'K,;:" '' SHALL FURNISH AND INSTALL SILT FENCE ALONG ALL EDGES OF VINCENT N Wy 17 25 - I /\o �4 40 _ _ _ m DISTURBED AREA$. SILT FENCE AND HAH3AIE5 MAY BE USED R50 W� // q INIERCHANGA6LT. Sil2aNE. r I I TO 3y1 .. N USE, SFR N ai 3 \ 77 2 IN AREAS MTH SLOPES EXCEED EIGHT B) PERCENT, CONTRACTOR 17.3 -n \ n _ SHA FURNISH AND INSTAL SILT FENCE 6Up.HAYBALE6 ALONG F 622.7B GO t N \ �. ALL EDGES OF DISTURBED ENCS HATBMES SHALL BE PLACED 3C.T.N1. N0. �-.Io Y OF N31) '. -� "ja9•� \ m in um�' 'O W O IMMEDIATELY BEHIND SILT FENCE FOR SUPPORT. 100 Nu" N FOTRGIIINE CD SHg-2 "�' + 97D % \_ . �y 56615 ROUTE RIAC� 3R 47} rv\ 1 Z f� �,� �{ I,f) 3. CONTRACTOR SHALL FURNISH AND INSTALL SILT FENCE AND ADDR�TM01D ,, t1G71 m j�1 % - (3=.50) �. �,� _ I n ,10. ^ - SIDE 5THE ALONG THE EOCE OF NI THEBED AREAS BOARDWALK AND THE EAST m INV• 26.25 ('T� ' o L O OISmURBFD AREAS Re p, E T ALL E WETLAND BOUNDAREAS IAL TO frame ZONE; R60 c CO - 1 , . DIMU T ANY DISTURBANCE TO THE SEN�PRW AREAS ALONG THE USE, SFR N % O 9. �A"a 2 story, � � EASTERN PORTON OF THE PROPERTY. o a, A 6 ) � ) . 97A restdencetr w w DO '6D2 26A / - .E N� z4. AIL SOIL STOCKPILES OVER 24' IN HEIGHT SHH BE MAINTAINED IN 31.00 Hl I I -� I f -1 4 A. I 1p) RIM 26.001 9tV 0 t(l 1 n OA d Q AN ENCLOSED STAGING AREA vv M uN�r . 2D a 2 " '10 13,.es, ' \\\ x 507.38 1 1 I. ° UNIT �SgI 1 'I- I ; I-I I 11N. se Os8. \1\1 I 31 D) I r �;: 5e co Z 7- f YI THP❑ N,P I :.1 tN 7 ITGiA D fir,° _ I +206F UN 2w , RIM d 32.29E " I -,TEFL 32 W I � � s3 � -I ;`13,.w) IH✓. 26TH l� • Dg+ x ,4 .f - 131). f , , M • UP�ITI 2 I o i,U1141 '13 I � i I I !f Fe• N e W \\\\ POOLg�l(L`DINGBI_;' ' �- ( � I SNIT lZA I-II srAD +6oDF il,'I1 - 32-o5+ ' Ir I Z F \\\\\ rl UNIT-. 2g' h (32.2D) 1 - - i I F - INV. 20.03 � r-}i f r- 1131 \ \ �\ 16ML°Na R V AA�\V v I FFL 33.00 I I UINIT 31.25 RIM El. 66A „• � 1� o @I� :' INV. 18.40 k O31) b° STA _' 7 M„s 3133 (.• :• / IN FY' \ T'7 d" S.C. .M. 1000 0 xoWFa ��v uwOR TOMASIc CONSTRUCTION EUDEN 5 MOi 5'RWTE 25 \ PROPOSED OONmACTOR SHALL 2 \ \\\ - 10 I o L I L i I I U� AODSW ZONE Hs.... \ S�CTAI SS F \ \ 1 23 1Nv. n.a ra( 1 I,L N 1 Y 'SIT I 'I soumOD. OEAN ASND MAINTAIN STONE oR THE DURATION U' USE, SIR V o coxsmucna. � 1 I I" UN111 j. . 3A O \ \\\ \ h 11� I UNIT 19B t1 ls1 Ij O rl"�LI r m V AA 1 3z� „ UNIT i SA � � 133 oU ; � �� V ` J'1 I ' (3 s) - �I - I UNIT-?2A UNIT '2B`i 'e Zs vvvv _0 �.1 sz BUIILDING B_. ro w d I QEF 32 do L 3z. FFL 32o0j 1 ,I p sc.vM. NO. IM-53 11. f uPu ❑ 1 - - ( t IG 1 Iro) o LAN0 JANETRL RYAN MY E 1 ' ' 3�g v° O ;n A°°s UTHO.HYR,o� zs �/ `G \VAVA • 1 - p 'UITI'�la I r' W�IITI 2B t <, mo 1 r 1 1- I 1 `I I. � T! - (T ZONE xa I J .; a M.N. z-1 L UNIT AA, 1 _ I _ J Iy,9O ' STA 1 + 38C I I 'i 1 I , MP u a ,' DO USE SIFT V \\\ 1'. ,e FG �F� I I I I I T - .� RIM EL 31.463 i ' I J ' N) I_ I I e (n \ V A "' li�crroo Pools a I (• J , , I 1 INV. z6.{e (�l UNIT•3� o _ ,_ - 'e - 3 g ZIf) PO (J • Ii.l I �. , -, I • '-!' j I � �_t � - I _ � TJJ - I- ' il = lam) ° - y, __ _ - -_ _ --_- / \\\ �""e,P, l 'I NI GTE:owlL �A9NNO,WATER EY \\\\\\ s ..X� M � N05.30'50 W N SGT.M. ND ,DD0-63-D3 ,2 I M.H. 1 \ \\\\\ 1 -SFA 1+ 27E LMLO NOW T FORMERLY OF STA 0 + 1D09 \ \ \71� \\ �i1 ° (U) ° �'• 5M1 \ \ m' .,.il RIM EL 32131 1W 30.00 PIECES REALTY HOLDING LLC ' RIM EL 32501 \ \ \\ 'i� '1 3200 I .- SlµO NOW 0 FORMERLY OF� O % N W. 28.25 (� AODPE55: 56276 RW1E 25 SOUTHOLD. NH611971 / INV, IE.b ( \ \ \ M CHAR 36215 RW TZGET-T` \ M USE AUTO REPAIR / N. ,ass ( 1 \\ \\\\\ mLw ADD \ I AUDRSDESSU¶� NY 11971 \ / Hv. 16x6 ( LbF_ m E. xe \\\\ UsgSTORAGE I \\^ \ \\\\\\\ > 616.57 \ n \\ \VAAVA ' C4 � \ I \ \\\\ R \ \\\\ _ WM&NATION SILT FEHEE AND I O PROPOSED SHALL INSTALL M M SHOWN.TH 1 ro \\\\ N 05.3 }50 VJ CONTRACTOROON CANTRM MEASURES FDR THE \ 7 \\\\ 51 .JCI'\` DURATION OF CONSTRUCTION. (TYP) \ DU n BOISSEAU AVENUE (TOWN OF SOUTHOLD - 66' WIDE) SOUTHWOLD MANOR STORMWATER POLLUTION ■ ■ RMS ENGINEERING , SITUATED AT PREVENTION PLAN p p rC SOUTHOLD APPLICANT: EAST END RESOURCES, LLC OWNER: ALBERT & RITA COHEN - ■ Robinson' ., Muller Schiavone Engineers, 868 OLD COUNTRY ROAD, SUITE 901 58855 MAIN ROAD V GARDEN CITY, NY 11590 SOUTHOLD. NY 11971 DWN. BY: CHK'D. BY: SCALE: SHEET: TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK SL GJs 1" = 40' 355 New York Avenue, Huntington, New York 11743 Gregg J. Schiavone, PE DATE: DATE: JOB No: � P No. DATE REVISION DESCRIPTION 9v CH'D Phone 631-271-0576 Fax 631-271-0592 www.rmsengineering.com NY State LIcenae No. 78387 SCTM: DISTRICT 1000, SECTION 63, BLOCK 3, LOT 15 05-03-06 05-11-06 2005-195 HIGHWAY PAVEMENT RAMP EDGE OF SIDEWALK MAINTENANCE AND PROTECTION OF FLUSH SMOOTH TRAFFIC SCHEMES NOTES: TRANSITION SCORE MARK FOR SIDEWALK RAMP EN RA NO - - 2" TWO-LANE, TWO WAY ROADWAY MPT NOTES: 1. SIDEWALK CURB RAMP TYPE AND LOCATION ARE IN SHOWN ON THE PLANS R AS DIRECTED. SHORT DURATION LANE CLOSURE 1. ALL WORK ZONE RELATED SIGNS SHALL HAVE FLUORESCENT ORANGE BACKGROUNDS CLASS 2. ALL SIDEWALK CURB RAMP TYPES MAY IF USED IN STRAIGHT A CURVED CURBED SECTIONS. WIRE FABRIC D Wlni BLACK LETTERING OR SYMBOLS I L ' 3. SIDEWALK CURB RAMP TYPES MAY BE DIFFERENT AT EACH LOCATIONS WITHIN AN INTERSECTION. 7' 2. THE CONTRACTOR SHALL MINIMIZE THE DURATION OF DROP-OFFS ADJACENT TO THE 2-0" EXISTING TRAVEL LANES. THE CONTRACTOR IS NOT TO EXCAVATE THE SHOULDER AREA SIDEWALK RAMP CRITERIA IDEWALK CURB RAMP UNTIL THEY ARE PREPARED TO COMPLETE, IN A TIMELY MANNER, ALL SUBSEQUENT ITEM ALK CURB BD OPERATIONS TO COMPLETE THE PROPOSED WORK. IN THE EVENT OF CIRCUMSTANCES 4. THE MAXIMUM SLOPE OF A SIDEWALK CURB RAMP IN NEW CONSTRUCTION SHALL A. WORK PERIOD HOAOWORL B. NON-WORKING BEYOND THE CONTRACTOR'S CONTROL. SUCH DROP-OFFS SHALL BE EUMINATED BY OR AT BE 1:12. IF SPACE LIMITATIONS ON EXISTING SITES PROHIBIT THE USE OF 1:12, THE SIDEWALK CURB RAMP DETAIL (SEEM TT NOTE 6) G71-2C (SSE M"NOTE 2) THE EXPENSE OF THE CONTRACTOR AT THE END OF THE FORTY-EIGHTH HOUR AFTER THE FOLLOWING SLOPES AND RISES MAY EX USED; LAST TIME THE WORK FORCE ACTIVELY PURSUED CONSTRUCTION IN THE DRP-OFF AREA. NO DROP-OFF GREATER THAN 6 INCHES IS TO REMAIN OVER A WEEKEND OR HOLIDAY. A SECTION A-A DROP-OFF IS CONSIDERED ELIMINATED IF TAPERED AWAY BY A 1 ON 4 SLOPE OR FLATTER. A. STEEPER THAN 102 (8.33x) BUT NO STEEPER THAN 1:10 (107), rjTOADWOFKj 3" MAXIMUM RISE, 3 FT MAXIMUM RUN. HIGHWAY PAVEMENT SURFACE 3. MAINTENANCE AND PROTECTION OF TRAFFIC SHALL CONFORM TO THESUBJECT NYS MANUAL OF 1:12 4'-0" IN. 1:12 G11-2C UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND SHALL BE SUBJECT TO THE APPROVAL B. STEEPER THAN MAXIMUM (RUN. BUT NO STEEPER THAN 1:8 (12.57) 3" MAXIMUM SIDE FLARE RAMP SIDE FLARE OF THE ENGINEER RESPONSIBLE FOR CONSTRUCTION INSPECTION. ADDITIONAL REQUIREMENTS RISE, 2 FT MA%IMUM RUN. ARE AS FOLLOWS: A) NO DRUMS, CONES, BARRICADES OR OTHER TRAFFIC CONTROL EQUIPMENT SHALL C. A SLOPE STEEPER THAN 1:8 (125) NOT ALLOWED. _ REMAIN IN A POSITION WHERE IT WILL INTERFERE PATH, OR BE DISTURBED BY, A SNOW PLOWING OPERATION. THE WORK MUST BE SCHEDULED TO AFFORD THE 5. THE MINIMUM WIDTH OF A SIDEWALK CURB RAMP SHALL BE FIVE FEET. _ SAFE REMOVAL OF SUCH DEVICES WHEN NECESSARY. EXCLUSIVE OF FLARED SIDES. • B) CONTRACTOR'STHE TI ( ES CLOSURE SCHEMES INTHE PLANS. ALL LANE CL09NGRE SUBJECT TO THE PRIOR 6. ALL SIDEWALK CURB RAMPS SHALL HAVE FLUSH, SMOOTH TRANSITIONS TO THE • rvo APPROVAL OF THE ENGINEER RESPONISBLE FOR CONSTRUCTION INSPECTION AND ADJACENT DIRECT OR HIGHWAY SURFACE THE TOWN. CONTRACTOR SHALL REFER TO GENERAL NOTES ON COVER SHEET CURB • FOR LANE CLOSURE INFORMATION. 4. PERMANENT PAVEMENT MARKINGS SHALL BE DONE IMMEDIATELY AFTER TOP COURSE PAVING SIDEWALK RAMP SURFACE FINISH SIDEWALK CURB RAMP DETAIL Huf OPERATIONS ARE COMPLETE. SECTION B-B 7. THE SURFACE OF ALL SIDEWALK CURB RAMPS SHALL BE STABLE, FIRM, AND SELF 5. PAVEMENT MARKING LOCATIONS, SIZES AND LENGTHS ON THE ROAD(S) SHALL BE AS SHOWN RESISTANT I.E. COARSE BROOM FINISH PERPENDICULAR TO THE RAMP SLOPE IS ACCEPTABLE ON THE PLANS, OR AS DIRECTED BY THE ENGINEER RESPONISBLE FOR CONSTRUCTION ON CEMENT CONCRETE CURB RAMPS. NOTE: IF THE DISTANCE FROM THE TOP OF INSPECTION. RAMP TO THE BACK EDGE OF THE W1-11 SIDEWALK IS 4'-0' OR GREATER, THE • 6. THE CONTRACTOR MUST CHEMATTEMPT TO REOPEN ALL TRAVEL LANES AND INSTALL THE PAVEMENT MARKINGS AT CROSSWALKS SLOPE ON THE SIDE FLARES MAY BE 1:10 'NON-WORKINGWHICHTH HOURS'K SCHEME FOR OVERNIGHT PERIODS. CERTAIN EXCEPTIONS NIGH . THE MAY APPLY A 4 y► / O FOR WHICH THE 'WORK PERIOD CLOSURE' SCHEME MAY BE LEFT OVERNIGHT THE B. SIDEWALK CURB RAMPS X MARKED CROSSINGS SHALL BE WHOLLY CONTAINED MPY •L tl 1J b rvo CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR THESE OVERNIGHT LANE CLOSURES BY N1hIIN THE MARKINGS, EXCLUDING ANY FLARED SIDES. TT • THE ENGINEER RESPONISBLE FOR CONSTRUCTION INSPECTION. W3-10D • W3-10D 9. WHERE STOP LINES ARE NECESSARY, THEY SHALL BE LOCATED IN ADVANCE OF m • WL.-13D 7. THE CONTRACTOR SHALL SUBMIT, SHTO THE ENGINEER RESPONSIBLE FOR CONSTRUCTION SIDEWALK CURB RAMPS. A ♦ ■ ■ INSPECTION, FOR APPROVAL, DRAWINGS INDICATING PROPOSED METHOD OF REMOVAL } • OF IT ISTNG PAVEMENT NTNG AND ALL METHODS SHALL CONFORM TO THE NESWREMENTS TIITIS AND DRAINAGE G mOFT � OF ITEM 635.0102, CLEANING AND PREPARATION OF PAVEMENT SURFACE-LINES. IN TS OR RA W8-8C EL REFER TO THE NYS MUTCD REGARDING SON NUMBERS. 10. IF FEASIBLE PROVIDE FOR DRAINAGE INLETS OR GRATES IMMEDIATELY UPSTREAM FROM THE CURB RAMPS. RE11CUUNE OR RECTANGULAR DRAINAGE GRATES ARE TO BE USED IN 'L ® 9. ALL TEMPORARY SIGNS FOR MPT SHALL BE COVERED UNDER ITEM 619.02 - CONSTRUCTION THE AREA OF CURB RAMPS. WI-11B SIGNS. 11. DO NOT PLACE SIGNAL POLES, SIGN POSTS, UTILITY POLES, FIRE W8-8C 10. THE TRAVEL LANE SHALL BE :SWEPT CLEAR BY THE CONTRACTOR BEFORE THE LANE IS HYDRANTS, ETC. WITHIN THE RAMP OR SIDE FLARE AREA. HAxs REOPENED TO TRAFFIC. .V MOD" 11. REFER TO SECTIONS 231.4, 233,5, 238.4, 254.2, 301.2, 234.10, 238.1, 238.7 AND GENERAL Q I� �p4 5np W8-8C ,Ip1, S,T,� No , SUBCHAPTER G OF THE NYSDOT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. r W8-8C V u ® �/ u 0� � 12. THE CONTRACTOR SHALL MAINTAIN PEDESTRIAN TRAFFIC AT ALL TIMES DURING 12. ALL ROOF DRAINS SHOULD BE CONNECTED TO THE ON SITE DRAINAGE SYSTEM. CONSTRUCTION. 13. STREET LIGHTING SHALL BE INSTALLED IN ACCORDANCE PATH THE REGULATIONS AND SPECIFICATIONS SIDEWALK CURB RAMP DETAIL WI-11B Wh13D OF THE TOWN OF HEMPSTEAD. 13. THE CONTRACTOR SHALL NOT REMOVE MORE THAN 200 FEET OF E%ISTNG PAVEMENT PRIOR TO PLACING NEW PAVEMENT. NEW PAVEMENT REAS MUST INCLUDE THE BINDER COURSE 14. THE OWNERSHIP, MAINTENANCE AND REPAIR OF THE DRAINAGE DRY WELLS WITHIN EACH LOT IS THE ono ow BEFORE ADDITIONAL PAVEMENT EXCAVATION CAN BEGIN. RESPONSIBILITY OF THE HOMEOWNER. lsao 14. ALL LANE CLOSURE SCHEMES SHALL HAVE THE PRESENCE OF A "FLASHING" ARROWBOARDSIDEWALK RAMP NOTES W6-1C (ITEM 619.0303). 15. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL,PLAWS AND APPLICABLE COSTS. TOWN, COUNTY, STATE AND FEDERAL 1. THE MAXIMUM SLOPE OFA SIDEWALK CURB RAMP IN NEW CONSTRUCTION 15. ALL LANES MUST BE EN TO TRAFFIC 7 AM TO 9 AM AND 4 PM TO a PM WEEKDAYS. NO SHALL BE 1:12. IF SPACE LIMITATIONS ON EXISTING SITES PROHIBIT LANE CLOSURES ARE PERMITTED ON WEEKENDS OR HOLIDAYS. THE USE OF 1:12 THE FOLLOWING SLOPES AND RISES MAY BE USED: 'j 5 W1-116 3 16. PROPERTY IS ZONED S. A) STEEPER THAN 1:12 (8.33!) BUT NO STEEPER THAN 1:10 (10%) 6' MAX. RISE, 5' MAX. RUN /`TOAD WORK SiH 17. ALL ELEVATIONS REFER TO NASSAU COUNTY DATUM. B) STEEPER THAN 1:10 (101) BUT NO STEEPER THAN 1:8 (1258) 3" MAX. RISE, 2' B J/ O R E 18. ALL DRAINAGE STRUCTURES ARE TO CONFORM TO NASSAU COUNTY STANDARDS. C) MAY RUN SIEEPER THAN 1:8 (12.5X) IS NOT ALLOWED W8-2C 19. ALL NASSAU COUNTY STANDARDS & SPECIFICATION DETAILS WITH REGARD TO: 2 THE MIN. WIDTH OF A SIDEWALK CURB RAMP SHALL BE FOUR (4') FEET, EXCLUSIVE SUPPLYING & PLACING TOPSOIL; SUPPLYING & INSTALLING FENCE, INCLUDING SONCRET CURBING, OF FLARED SIDES LEGEND= ♦ CONE SIGN O WHITE DASHED LINE AND SUPPLYING & PLANTING GREENERY SHALL APPLY AND BE GOMPUED WITH IN FULL DETAIL 3. ALL SIDEWALK CURB RAMPS SHALL HAVE FLUSH, SMOOTH TRANSITIONS TO THE ADJACENT STREET OR HIGHWAY SURFACE. • DRUM FLASHING WARNING LIGHT YELLOW DASHED LINE 20. STREET SIGNS AND OEADEND SIGNS SHALL CONFORM TO NEW YORK STATE UNIFORM TRAFFIC 4. THE SURFACE OF ALL SIDEWALK CURB RAMPS SHALL BE STABLE, FIRM, AND W8-1C 0 FLAGTREE ® WORK AREA CONTROL DEVICES AND SHALL BE INSTALLED BY DEVELOPER. CONTACT TOWN P HEMPSTEAD SUP RESISTANT. (E.G. A COARSE BROOM FINISH PERPENDICULAR TO THE RAMP TRAFFIC DEVICES FOR DETAILS ON STREET SIGNS SLOPE IS ACCEPTABLE ON CEMENT CONCRETE CURB RAMPS) BARRICADE /// FULL SIZED ARROW PANNEL & EXISTING CONCRETE SHALL BE SAWCUT FULL DEPTH, 6. ALL HANDICAP RAMPS SHALL BE IN CONFORMANCE WITH THE N.Y.S. UNIFORM BUILDING CODE AND CABO/ANSI A117.1 CONCRETE CURB 4,000 P51 1/2" z 3 1/2' PREMWEDED CONTRACTION (CONTROL) JOINT CROSS SLOPE O 28 DAYS AND SHALL BE BITUMINOUS EXPANSION JOINT 1/4' x 3/4' STEEL EDGE MARKING DESCRIPTION AIR ENTRAINED. SEE NOTE 1 SEE NOTE I THE GRADNGG PLAN 1-1/2" F7 SUPERPAVE HMA, TO 60 SERIES COMPACTION 2 4 2' 4 2' 4' 2' ITEM 402.126101 4' (IYP.) � DOTTED LINE (WHILE) 1 ON 3 SLOPE MAX OF EXISTING PAVEMENT 10' 30' 10' ASPHALT OVERLAY 6. .. r. 1 1/2" COLD MIWNG R-1' ITEM 490.01 2-1/2" F9 SUPERPAVE, HMA r (Tr BROKEN UNE (WHITE) INDER COURBE _ BROKEN LINE (YELLOW) UBBASE COURSE 6" TACK COAT (ALL LIFTS) 60 SERIES COMPACnON REVEAL TOP SOIL & ITEM 407.01 ITEM 402256910 CROSSHATCHING (WHILE) 4 S® (TYP) LIQUID ASPHALT SEAL ` CROSSHATCHING (YELLOW) 74CO�CRETE SIDEWALK ITEM 633.05 5" (2 LIFTS) F9 SUPERPAVE HMA60 SERIES COMPACTION6SELECT COMPACTED MATERIAL MEET PAVEMENT ITEM 402.376901 SECTION AS REQUIRED GRADE TYPICAL e (TP) k �` (TYP) (YELLOW) ..a ..;.: TYPEUBOB;SE COURSE. FULL BARRIER LINEITEM 17304.101199 4' (1YP3 COMPACTED SUBGRADE OR SOLID LINE (WHITE) e' 1/2" x 3 1/2" PREMOULDED CONTRACTION (CONTROL) JOINT SOLID LINE (YELLOW) ASPHALT OVERLAY: BITUMINOUS EXPANSION JOINT 1/4" x 3/4' STEEL EDGE 24" (TYP.) STOP LINE (WHITE) 1 1/r COMPACTED ASPHALT TOP COURSE, N.Y.SD.O.L TYPE 6 FRA SEE NOTE 1 SEE NOTE 1 b BINDER COURSE: 2 1/2' COMPACTED ASPHALT BINDER COURSE, N.Y.S.D.O.L TYPE 3 RA 12" (TMP•) SUBBASE COURSE- 4' OURSE 4' COMPACTED RCA SUBBASE COURSE, N.Y.S.D.O.T. TYPE 1011 MATERIAL -A' IXIST'G PAYT rREFLECTIVE •I CROSSWALK (TTP.) REFI EcnvE STRIPING (WHITE) ON-SITE CONCRETE CURB AND PAVEMENT DETAIL w 1. ALL WORK SHALL CONFORM TO TOWN SPECIFICATIONS EXCEPT AS NOTED. 2. PROVIDE 1/2" PREMOLDED BITUMINOUS EXPANSION JOINTS ALONG CURB AT 20' O.C. MIN., AT ALL CURB P.C.'S; P.T.'S AND AT tor REFLECTIVE BOTH ENDS OF CURB CUTS. 3. A CS ONCRETE FOR CUR HALL BE 4,000 PSI O 28 DAYS TURN ARROWS (WHITE) 4, CURB REVEAL SHALL BE 6" TYPICAL, UNLESS WHERE NOTED ON PLAN. 5. BASETOP PAVEMENT MARKING LEGEND 6. T AGED COURSE SHALLDBENRSE PLACED DER UAFTER CONSTRUCTION HAS BEENSHALL BE REMOVED ANDEPLAS BSSTTANTIALLYPRIORTCOMPLEIED N SODETERMNEDRBY THE OWNER PLAN SEAL FACE OF P OR OWNERS REPRESENTATIVE PAVEMENT MEET E%ISYG PAV'T 7. SUBBASE MATERIAL SHALL BE PLACED AND SPREAD FROM AN APPROVED STOCKPILE. MATERIAL SHALL BE TESTED FROM THE �I•� �1 p�� ITEM 633.05 STOCKPILE BY AN APPROVED SOIL TESTING LABORATORY PRIOR TO PLACEMENT. CONCRETE G a71DG11YALK DETAIL PAVEMENT DETAIL 8. THE SPECIFICATION FOR THE NYSDOT ITEM 1011 MATERIAL "A' SHALL BE MODIFIED TO PERMIT MILLED ASPHALT AS AN ACCEPTABLE AGGREGATE. THE MODIFICATION SHALL NOT CAUSE A DEVIATION IN THE MECHANICAL GRADATION OF THIS ITEM. 1. CONTROL JOINTS ARE 10 BE PLACED LI�FAY 4'-0' AND EXPANSION FOR WORK WITHIN N.Y.S. R.O W PRIOR TO USING THE MILLED ASPHALT THE CONTRACTOR MUST OBTAIN WRITTEN APPROVAL FROM THE TOWN AND THE OWNER. JOINIS ME 1 T BE PLACED EVERY 16', OR I -O'DIRA EO BY NSI ENGINEER. 2 SIDEWALK SHALL HAVE A COARSE BROW FINISH moo SOUTHWOLD MANOR CONSTRUCTION ■ ■ RMS ENGINEERING SITUATED AT DETAILS MENS O U T H O L D APPLICANT: EAST END RESOURCES, LLC OWNER: ALBERT & RITA COHEN Robinson, Muller & Schiavone Engineers, PC 666 OLD COUNTRY ROAD, SUITE 901 66666 MAIN ROAD GARDEN CITY, NY 11530 SOUTHOLD, NY 11971 OWN. BY: CHK'D. BY: SCALE: SHEET: TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK SL GJS NTS 355 New York Avenue, Huntington, New York 11743 Gregg J. Schiavone, PE DATE: DATE: JOB No.: P No. DATE REVISION DESCRIPTION BY CH'D Phone 631-271-0576 Fax 631-271-'0592 www.rmsengineering.com NY State License No. 76387 SCTM: DISTRICT 1000, SECTION 63, BLOCK 3, LOT 15 05-03-06 05-11-06 2005-195 �ISTEEL BAKED ENAMEL SIGN AS PROPOSED e'-D" HIGH a STOCKADE FENCE PER "SCHEDULE OF SIGNS" o F I Z b FRAME h GRATE CAMPBELL TYPE 1182C COVER: w GALVANIZED STEEL "U" CAMPBELL TYPE 1007C OR APPROVED EQUAL G CHANNEL POST n BRICK LEVELING COURSE - 18' MIN. 2' MIN. COVER BETWEEN THE BRICK LEVEUNG COURSE AND > REFER TO ACHITECTUAL PLANS FOR FINISH TOP SLAB A REINFORCED PRECAST COLLAR o FINISHED GRADE MAY BE USED ¢ TREATMENT k PAINT SPECIFICATIONS KEYSTONE 'MINI CAP* 2-O. I 10' PRECAST REINFORCED H 20 (4•x18'x10.5') UNIT ( - NON-SHRINK GROUT _ - LOAD) STAB 3' MAX. ` GRADE TOP OF WALL GRADE 1 PIPE SIZE AND PITCH ® 27'"MAN �0 BELOW SOLID TOP RING REFER TO NOTE • ` AS PER PLN. .. 'I I'. CONTRACTOR SHALL FURNISH & 3: •� ♦ INVERT AS PER PLAN ®1�I.®.•® PRECAST REINFORCED CONCRETE i o qq LEACHING RINGS 1 INSTALL "Gee Too' WALL DRAINAGE Gi i-11 8 �I, UNITS EVERY 10'-0" O.C. 0 1 - + ] ( INVERT TO BE ST A MINIMUM OF 6 ®� INCHES ABOVE FINISHED GRADE w on _ FENCE POSTS SHALL BE IIII ,e a KEYSTONE FIBERGLASS i INSTALLED IN CONCRETE VAIN A w b MINIMUM 24" DEPTH. I .a. 1'-0" DIA. CONNECTING PIN (TW) a —_ 3'-0' MIN. GRAVFJ. COLLAR. III ALL AROUND (TYP) BOTTOM OF WALL GRADE III TYPICAL SIGN POST DETAIL Ti—I ,ISI I�II� �IIIII F a NOTES: 1. CONCRETE SHALL HAVE AN UNCONFINED COMPRESSIVE ,n STRENGTH OF 4,000 PSI MIN. O 28 DAYS —III—III— _ 0 2. REFER TO AUGNMENT PLAN FOR ADDITIONAL NOTES, —I — '� ,• _ __ t — = f=_i III—I , m G WALL g SIGN LOCATIONS, AND THE SCHEDULE OF SIGNS. fiff fzz: I L -i I I ImI I I. III 11-) I I= I I BAgSFlLL SHALL BE CLEAN WELL-GRADED 6. 18" SAND AND GRAVEL COMPACTED IN 12• W MIN. PENETRATION LIFTS. GEOTECHNICAL ENGINEER TOINTO MRdN STRATA INSPECT WALL CONSTRUCTION AND OF SAND k GRAVELPROPOSED 6" THICK CRUSHED BACKFILL OPERATION. . • . STONE BASE LEVELING PAD 2'"MIN. TO GROUND FRAME A: GRATE CAMPBELL TYPE 1182C WATER. G UND WATER. COVER: CAMPBELL TWE 1007C OR KEYSTONE RETAINING WALL 'A" — MINI CAP UNIT APPROVED EQUAL 6_ CRO88-SECTION 'A-A' WIDTH: 18" #DEPTH: 10.5" FINISHED GRADE. #WWEEIIGHT 445 LBS 12' F� DIA. DRAINAGE LEACHING POOL DETAIL. (LP) B' MIN, - 12'LEVELIN MAX 24' 1. ALL DRAINAGE PIPE SHALL HAVE 2' MIN. COVER. BRICK CONC. CO LAR.COUUK PRECAST CONC. COLLAR. M STANDARD UNIT 2 AS PART OF THE LEACHING POOL CONSTRUCTION AS REQUIRED WIDTH: 1B" THE CONTRACTOR SHALL BE RESPONSIBLE TO PIPE S2E,TWE AND PITCH WDEPTH: 18' " EXCAVATE A MINIMUM OF 6' 0" INTO A VIRGIN 'a•,y B" t STRATA OF SAND AND GRAVEL BELOW THE STRUCTURE AS PER PLAN. HEIGHT: e' .r,.- ,{w'. THE EXCAVATION SHALL THEN BE BACKFILLED WITH PRECAST •WEIGHT: 102 LBS <. :Js.. u A CLEAN WELL GRADED SAND AND GRAVEL UP TO - " REINF. CONC. • _. AND AROUND THE STRUCTURE AS SHOWN. INVERT DOME + NON-SHRINK GROUT 3. ALL PRECAST DRAINAGE STRUCTURES SHALL j BE FURNISHED WITH PRECAST OPENINGS FOR O P• "" - , `� `V DRAINAGE PIPE •� 4. TOP 3' SECTION SHALL BE SOLID PRECAST SLOPE CUT ,z UNIT FACE REINFORCED CONCRETE. 5. ALL CONCRETE SHALL BE 4.000 PSI O 6• RECYCLED CONCRETE 28 GAYS. AGGREGATE LEVELING PAD • DIMENSIONS AND WEIGHT MAY VARY BY REGION. ALTERNATE TOP DOME DETAIL KEYSTONE BASE LEVELING PAD 1.THE LEVELING PAD IS TO BE CONSTRUCTED OF RECYCLED NOTE: 1. ALL CONCRETE SHALL BE 4000 PSI 0 28 DAYS. CONCRETE AGGREGATE N.Y.S.D.O.T. MATERIAL 1011 "A' 2.7HE BASE FOUNDATION IS TO BE APPROVED BY THE SITE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF THE LEVEUNG PAD. ONCRETE AROUND POST LL OID BETWE" BLOCKS WITH ALVANIZED STEEL COATED rNON-YSHRINK GROUT. NO BACKFILLeRIC1C LEVELING COURSE FENCEPOST ATERIAL SHALL BE INSTALLED INFRAME & COVERHE VOIDS WHERE THE FENCE POSTS HANDICAP PARKING ONLY SIGN (TYP). - 4 MIN TO 18• MpX CAMPBELL OVERRE TO BE INSTALLED. 1I`L[ INTERNATIONAL BLUE SIDEWALK /r SIGN 2' OFFSET FROM CURB-WHERE REINFORCEMENT - I/5 BARS (SOLID) PAINTED SYMBOL / APPILCABLE O 6' E.W. TOP @ BOTTOM E M CAMPBELL ED E (GRAZE) I y OR CURB AS PER PLAN WHITE UIME OR EQUIVALENT GEEXP EXPANDED EM METAL OR APPROVED EQUAL .. I I ;1 REINFORCMENT OR 2X3 NO. 7 G 51a" GALV BAR STEPS NTH SPUT I'o ORDS ATIO' O.C. FOR FULL DEPTH, INIFIpg11e1.1L - OM S � '.-_ _,� '���• 4' WIDE WHITE STRIPE � "� SUBJECT TO CHANGECATI 0 7 OR BLUE IF A HANDICAP 3' 24' 0 / ORIENTATION -_ ALVANIZED iv 5• 1 -U I � uw z sTimuvm srw STALL OPENING STEEL COATED FJ- FENCE POST INSTALLATION FENCE POST a a 4t 1 o d17' 4,000 LB. - 28 DAY STRENGTH 1 23• o i "'III CONCRETE + FENCE POST TO BE INSTALLED BY CUTRNG HOLES IN THE u GEOGRID LAYERS AS NEEDED PER THE RECOMMENDATIONS OF op m io 0j T. +:_;', THE GEOGRID MANUFACTURER. ,y PER N PER PLAN R P PER PLAN PER PLAN ! INVERT FILL 8 •� i, g m n CLASS "B• CONCRETE L� Li L_� L'.J -L11 i �_L-LLLiJ_I,I_ m p"\ - REINFORCEMENT AREA OF STANDARD ELEVATION -_'F"`hi ",I tt _F -''F (IN INCHES) 0 CIRCUMFERENTIAL 0.12�SO.IN.OPERxLF I11 F 11 �I _ TW. MAX SPACING 6" -� 3" 1'-6" 2 WAY DRIVE AISLE PER PLN 4' WIDE INTERNARONAL BLUE STRIPE (TP) . (TYP.) y �I I . I' 8" TIDE INTERNARONAL BLUE STRIPE 4' � 1- j_C�C\ 1 1/2' COVER', ax. "� 1 1/z• COVER 1hSl` - 0 45' - 5. O.G. (TYP). tF PARKING t/2' COVER �* F STALL PARKING AREA STRIPING AND ALIGNMENT DETAIL b [ OGRID IS TO BE PLACED ON LEVEL BACKFILL AND EXTENDED OVER THE FIBERGLASS PINS. PLACE NEXT NOTES: 1. ALL HANDICAP RAMPS SHALL BE IN CONFORMANCE REINFORCEMENT PER 1g RUNIL PULL EQUIRED. GRID TAUGHT AND BACKFILL STAKE AS HANDICAP SYMBOL DETAIL ATH.THE N.Y.S. UNIFORM BUILDING CODE AND CABO/ANSI 8" MIN. DRY MORTAR BED NCDPW SPECIFICATION Y ' STANDARD UNIT GRID AND PIN CONNECTION 2. ALL STRIPING SHALL HAVE A MINIMUM OF TWO - (2) 4' DIAMETER PRECAST DRAINAGE MANHOLE DETAIL (DMH) - COATS OF PAINT. j 3. ALL PARKING LOT STRIPING TO BE WHITE NOTES: SHERWIN-WILLIAMS A-100 ACRYLIC EXTERIOR 1. MANHOLE SHALL CONFORM TO TOWN STANDARDS. KEYSTONE RETAINING WALL DETAILS FLAT LATEX SERIES A6 PAINT OR EQUAL, 2 ALL PRECAST DRAINAGE STRUCTURES SHALL BE FURNISHED. EXCEPT HANDICAP STRIPING COLOR. 3. ALL DRAINAGE PIPE SHALL HAVE 2' MINIMUM COVER. ■ ■ ■ SOUTHWOLD MANOR CONSTRUCTION ■ ■ RMS ENGINEERING SITUATED AT DETAILS APPLICANT: EAST END RESOURCES, LLC OWNER: ALBERT A RITA COHEN 3 _ ■ ■ ■ Robinson, Muller & Schiavone Engineers, PC SOUTHOLD 866 OLD COUNTRY ROAD, SUITE 901 66655 MAIN ROAD GARDEN CITY, NY 11530 SOUTHOLD. NY 11971 DWN. BY: CHWD. BY: SCALE: SHEET: TOWN OF SOUTHOLD, SUFFOLK 'COUNTY, NEW YORK SL GJS NTS 355 New York Avenue, Huntington, New York 11743 Gregg J. Schiavone, PE DATE: DATE: JOB No.: SP - 1O No. DATE REVISION DESCRIPTION BY CH'D Phone 631-271-0576 Fax 631-2711-0592 www.rmsengineering.com NY State License No. 76387 SCTM: DISTRICT 1000, SECTION 163, BLOCK 3, LOT 15 05-03-06 05-11-06 2006-185 5'- 4" PHOTO ELECTRIC y_ p CONTROL PROPOSED COLONIAL TYPE 8" 8. (ROUND) PORT TOP FIXTURE ITEM E-IPI WATER DISTRIBUTION SYSTEM NOTES m 4' DIAMETER D LARGER WATER MAIN SHALL BE CLASS 52 DUCTILE IRON PIPE ED MANUFACTURBY US PIPE OR GRIFFIN _ W I 2. GAZE VALVES SHALL BE RESILIENT WEDGE VALVES MANUFACTURED BY MUELLER COMPANY I v 3. WATER MAINS AND SERVICE LINES ARE TO BE LOCATED AN MINIMUM 'm O, OF (10') TEN FEET FROM ANY STRUCTURE, INCLUDING BUILDINGS, PONDS, DRAINAGE AND SANITARY STRUCTURES. 4. PIPE INSTALLATION SHALL BE IN ACCORDANCE WITH ANNA STANDARD C 600 'INSTALLATION OF DUCTILE IRON WATER MAINS AND THEIR m APPURTENANCES' LATEST EDITION. PIPE SHALL BE LAID STRAIGHT WITH NO PROPOSED LICHT POLE. DEFLECTIONS AT JOINTS AND NO DEFLECTION OF PIPE. PROPOSED UG1E' BLACK FlBERGL155 TEXTURED POLE 5. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION AND ELEVA- PLAN VIEW TION OF EXISTING UTIU FES BY FIELD INVESTIGATION. THE ENGINEER SHALL BE NOTIFIED OF ANY CONFUCT BETWEEN EXISTING i UTILITIES AND PROPOSED WORK. HEAVY DUTY CURB TYPE INLET FRAME & 6. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND WATER DEPARTMENT 48 HOURS IN ADVANCE OF CONSTRUCTION IN ORDER TO SCHEDULE "BICYCLE TYPE GRATE" AS THE REQUIRED FIELD OBSERVATIONS 2' MIN. MANUFACTURED BY CAMPBELL FOUNDRY TO FACE OF M) OR APPROVED EQUAL, PATTERN NUMBER 7. T14E CONTRACTOR IS RIESPONSIBLE FOR THE FOLLOWING IF REQUIRED: (IF BEHIND OIRB) 2617 WITH A 6' CURB HEIGHT A. FURNISHING ALL (LABOR, MATERIALS, AND EQUIPMENT FOR DEWATERING. B. OBTAINING DESIGN SERVICES, APPROVALS, AND PERMITS. WIRE HOLE C. PERFORMING AND( MAINTAINING DEWATERING OPERATION. FINISHED GRADE D. REMOVAL AND REACTIVATION OF OPERATIONS AND FACILITIES AT COMPLETION OF (PROJECT. E. ALL E COSTS TNG TO D R DESIGN, APPROVAL. ROADWAY LEVELING COURSE - ALLOW INSTALLATION, OIPERATION, AND REMOVAL FOR DEWATERING 8" MIN. - 12" MAX. FOR OPERATIONS. ADJUSTMENT. 8. MATERIAL REQUIREMENTS FOR INSTALLATION OF WATER MAINS CURB A CLASS 52 DUCTILE IRON WATER MAIN PIPE(4' AND LARGER). TUBE PRECAST REINFORCED B. TYPE 'K' COPPER ON SERVICE ONES (2' AND UNDER). �. CONCRETE - C. SOUD SLEEVES COUPLINGS (NO WRAPAROUND TYPES). 1a 2'-6" x 4'-0" D. FULL BODIED FITTINGS. CABLE I _ E. UNDERGROUND CLAMPS. F. TIE RODS. G. DUC LUGS. H. POURED CONCRETE THRUST BLOCKS AT ALL PIPE BENDS, 8" THICK REINFORCED WALLS I. EDDY OR MUELLER TYPE FIRE HYDRANTS. CONCRETE EMBEDMENT NON-SHRINK GROUT ,-,•. J. BUTTERFLY VALVES (1Y AND OVER WATER MAIN SIZE). (1-4 MIX RATIO) „�• K. GATE VALVES (UNDER 12' WATER MAIN SIZE) MUELLER RESNANT WEDGE TYPE 10'-0,, 10'-0'� a STREET LIGHTING DETAIL 1. UNDERGROUND CABLE - (2) $6 CONDUCTORS WITH 116 GROUND %LP/USE. 2. 1 1/4" GALVANIZED CONDUIT TO BE FURNISHED AND INSTALLED UNDERNEATH MATERIALS & JOIN75 EQUIVALENT TO DRIVEWAY AND EXTEND 1' BEYOND EACH EDGE OF DRIVEWAY. WATER MAIN STANDARDS OF SANITARY PIPE OR INVERT TESTING CONSTRUCTION AND PRESSURE TESTED -I- DRAINAGE PIPE 3. ALL CABLE TO RECEIVE 2' MINIMUM COVER. TO ASSURE WATER TIGHTNESS PRIOR WATER MAIN OR WATER TO BACKRWNG. "• a 16' MINIMUM SERVICE 4. CONDUCTOR TO BE LOCATED 3' BEHIND FACE OF CURB OR AS DIRECTED. •h. 1. ALL WATER MAINS SHALL BE DISINFECTED AND PRESSURE TESTED IN ACCORDANCE WITH AWWA STANDARD C-fi00, LATEST EDITION. PRIOR 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK AND COSTS INVOLVED IN THE CONSTRUCTION OF STREET LIGHT POLES, WIRING AND APPURTENANCES TO USE THE CONTRACTOR STALL NOTIFY THE ENGINEER46 HOURS PRIOR TO THE COMMENCEMENT OF WATER MAIN TESTING.G. AS REQUIRED. THE CONTRACTOR SHALL NOTIFY THE TOWN (48) HOURS PRIOR COMMENCEMENT TO CONSTRUCTION, SO THAT A TOWN LIGHTING INSPECTOR CAN BE MADE 2. WATER MAINS SHALL BE FUJSHED AND FILLED WITH A CHLORINE SOLUTION TYPICAL UTILITY CROSSING DETAIL AVAILABLE FOR FIELD INSPECTION. COMPRISED OF A MINIMUM OF 50 PPM AVAILABLE CHLORINE AND AL- LOWED TO STAND FOR 24 HOURS. VALVES SHALL BE OPERATED 6. CURRENT TOWN UGHTING DESIGN CRITERIA WITH SPECIFICATIONS FOR TYPES OF DURING THIS PERIOD). HEAVILY CHLORINATED WATER SHALL BE POLES, STREET LIGHTING LUMINAIRES (FIXTURES), CABLE AND CONDUIT, FLUSHED FROM THE MAINS PRIOR 'B BACTERIOLOGICAL TESTING. ELECTRIC SECTOR CONNECTIONS, ETC. MUST BE ADHERED TO AND UTILIZED, 0-651 IOL. SA TESTINGSH SHALL BE IN ACCORDANCE WIN ANCD THE CONTRACTOR SHALL CONTACT THE TOWN FOR THE MOST CURRENT SECTION VIEW RREQUIREMENTS SAMPLES SHALL N TAKEN IN ACCORDANCE WITH TION SPECIFICATIONS ANO DESIGN CRITERIA. THREOOFOF AT (EAST ONE DIRECTED PER 1,000 LF OR PORTION THEREOF OF WRIER MAIN OR A9 DIRECTED BY THE NCOHS REPRESEN- TATIVES CATCH BASIN DETAIL NOTES: 1. ALL PRECAST DRAINAGE STRUCTURES SHALL BE FURNISHED WITH PRECAST OPENINGS FOR DRAINAGE PIPE 2. ALL DRAINAGE PIPE SHALL HAVE 2' MINIMUM COVER 28" MIN. WAS MAIN _ B THRUST 12• BLOCK MIN. HYDRANT RATE C VALVE C _ SLOPE TRENCH P I 2E ui.--�' \ SIDES FOR Apo G :S, .tii \ OSHA REQUIREMENTS [SEIEC m ' :' ' ' UNDISTURBED EARTH E (2) 3/4' STEEL SHACKLE R005 SECTION PLANHYDRANT12' D 12' TWO 2 1/2'0 HOSE NOZ2IE.S MINIMUM THRUST BLOCKING BEARING AREAS 2B' MIN. PIPE DEAD END OR 90' BEND 45' BEND 221/2' BEND 111/•' BEND4• E DIAMETER TEES Sq. Ft. Sq. Ft. Sq. Ft. Sq. Ft. Sq. Ft. ONE 4 1/2"0 PUMPER NDTA C 2 3/4" 3' 1.0 1.0 1.0 1.0 1.0 4" 1.0 1.5 1.0 1.0 1.0 \ `FACE OF CURB 8" 2.0 3.0 2.0 1.5 1.0 8' 4.0 5.5 3.0 1.5 1.0 .-CAST IRON 10" 6.0 e.s 4.5 z5 o PIPE TRENCH AND BEDDING DETAILS VALVE BOX 12" 9.0 12.0 6.5 3.5 1.5 THRUST BLOCK 14" 15.0 22.0 12.0 6.0 2.0 16" 15.0 22.0 12.0 6.0 3.0 NOTES: 1. BEDDING SHALL BE COMPACTED SAND & GRAVEL 18" 15.0 22.0 12.0 6.0 4.0 THRUST BLOCK 0' 0 AND SHALL BE SHAPED TO THE BOTTOM OF THE PIPE. BEARING AREA = BEARING WIDTH x BEARING LENGTH H � DRAINR � � GATE TU4E• p SHA 3/4" SYL 2. SELECT FILL SHALL BE SELECT MATERIAL, FREE OF ( SNA RODS THRUST BLOCK DETAIL ROCKS LARGER THAN 2" IN ANY DIMENSION AND SHALL LOOSE ROCKS BE PLACED IN B"MAX. LOOSE LIFTS AND COMPACTED TO & GRAVEL 95.5 STANDARD PROCTOR. NOTES: 1. THRUST BLOCKS TO BEAR ON UNDISTURBED SOIL = 2. ALL CONCRETE SHALL BE 2,000 PSI AT 28 DAYS FIRE HYDRANT DETAIL AND HAVE THE FOLLOWING BEARING AREAS BASED ON THE ANGLE OF THE PIPE. 9 NOTES: 1. CONTRACTOR TO VERIFY THREAD TYPE WITH LOCAL FIRE DISTRICT AND WATER DISTRICT o MEN SOUTHWOLD MANOR CONSTRUCTION ■ ■ 11113 ENGINEERING SITUATED AT DETAILS SOUTHOLD APPLICANT: EAST END RESOURCES, LLC OWNER, ALBERT A RITA COHEN / ■ ■ ■ Robinson P C668 OLD COUNTRY ROAD, SUITE 001 66655 MAIN ROAD Muller & Schiavone Engineers, GARDEN CITY, NY 11530 SOUTHOLD. NY 11971 OWN. BY: CHWD. BY: SCALE: SHEET: d` TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK SL GJS NTS 355 New York Avenue, Huntington, New York 11743 DATE: DATE: JOB No.: - - - Gregg J. Schiavone, PE11 SCTM: DISTRICT 1000, SECTION 613, BLOCK 3, LOT 15 SP - 11 No. DATE REVISION DESCRIPTION BY CH'D Phone 631-271-0576 Fax 631-271-0592 www.rmsengineering.com NY State License No. 78387 05-03-05 05-11-06 2005-195 EROSION CONTROL AND LANDSCAPING NOTES EXISTING 50' MINWOVEN WIRE FENCE (MIN. 14.5 . GIFIGROUND EXISTING GAUGE - MAX. 6' MESH ALL WORRKK SHALL AND GUIDELINES BE DONE IN ACCORDANCE WITH THE NEW YORK STONE PAVEMENT 3. DUST CONTROL NOTES PAVEMENT SPACING) STATE GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL S./ 10' MAXIMUM SPAC1Nc 36" MIN. FENCE POSTS DRIVEN MANUAL, LATEST EDITION. OEE7tlL➢RN 6" MIN. MIN. IN. INTOE GROUND DRIVEN THE CONTROL OF DUST RESULTING FROM LAND-DISTURBING ACTIM71M MIN. 1 " INT GR OR 'U' TYPE EROSION CONTROL TOBB65E STEFILTER CLOTH MOUNTABLE BERM OR I' HARDWOOD SILT FENCE To BE CONSTRUCT ALL TRO L S AND BERMS N SHOWN OR V REQUIRED TO TO PREVENT SURFACE AND AIR MOVEMENT R AND FROM DISTURBED SOIL RFACES THAT MAY INSTALLED ALONG OMIT DIRECT AND CONTROL STORMWATER RUNOFF AND PREVENT EXCESS CAUSE OFF-SIZE DMIACE, HEALTH HAZARDS ANO 1RAFFlC SAFETZ PROBLEM (OPTIONAL) IN CLLLED A (NG _ EROSION. 337 (3 :1) SLOPES STEEPER THAN (3:1) SHALL BE STABILIZED =133ONS MOE PRACTICE A PROFILE BY HYDROSEEDED WITH MULCH BINDER TYPE "AH", TYPE "A" OR BY USING ON CONSTRUCTION ROAR, ACCESS POINTS AND OTHER DISTURBED AREAS IU JECT TO 36' MIN. FENCE JUTE MESH AS LISTED IN THE EROSION MANUAL OR AS SPECIFIED BY THE SURFACE DUST MOVEMENT AND DUST BLOWINO MERE OFF-SITE DAMAGE MA OCCUR ,o SILT FENCE-� �'I POSTS ENGINEER IF Dusr Is NOT cW1moIJJ:B. r _ 20' MIN. DESIGN ROERu CLEARED AREA CONSTRUCTION OPERATIONS SHOULD BE SCHEDULED TO MINIMIZE THE AMOUR R AREA NSTURBm EXISTING FLLO UNDISTURBED TOPSOIL AT ONE TIME BUFFER AREAS OF VEGETATION SHOULD BE LEFT WHERE PRA CAL TOg,DRAZY GROUND ROUND ALL DISTURBED SOIL AREAS, EXCLUDING PAVED AREAS AND RECHARGE MEASURES SHOULD BE INSTALLED. NO SPECIFIC DESIGN CRITERIA IS GIVEN; EFER To CONSRiUCTION SPEOFCATONS BELOW FOR COMMON METHODS OF MST CONTROL.. 50' MIN4N' COMPACTED SOIL BASINS, MUST BE COVERED WITH A MINIMUM OF 4" (INCHES) OF NATIVE EMBEDDED FILTER 16, MIN. TOPSOIL PRIOR TO THE REMOVAL OF EXCESS TOPSOIL. CONSTRUCTION SPECIFICATIONS CLOTH MHN. 6' J VEGETATIVE COVER - FOR DISTURBED AREAS NOT SUBJECT TD TRAFFIC; VEGETATION PROVIDES THE ~ CLO ROUND LIME AND FERTILI7FR MOST PRACTICAL METHOD OF DUST CONTROL TEMPORARY SEEDING SHALL EAS FOLLOW. w A RYE GRASS (ANNUAL OR PERENNIAL AT 30 POUNDS PER ACRE (0. LBS / 1.000 SF) YM ISOMETRIC VIEW SECTION ALL AREAS SPECIFIED TO BE SEEDED SHALL RECEIVE LIME AND ,�I >>Q SPECIFIED AS RECHARGE BASINS SHALL RECEIVE LIME AND FERTILIZER B. CERTIFIED 'AROOSTITOK' WINIF/i RYE (CEREAL RYE) AT 100 POUND PER ARE (25 LBS /SF) FERTILIZER AS SPECIFIED BY EROSION CONTROL MANUAL OR AS USE {WNTER RYE IF SEEDING IN OCTOBER OR NOVEMBER „ Za ¢ z ORDGRED BY ENGINEER. C. MULCH, INCLUDING GRAVEL MULCH, OFFERS A FAST EFFECTIVE MEANS OF CRIROWNG MST. F MULCHING SPRRAOYWADHES�- EXAMPLES W SPRAY ADHESIVES FOR USE ON MINERAL IIS ME MOWN IN THE Ln � SILT FENCE DETAIL ALL AREAS RECEIVING SEED AND ELSEWHERE AS NOTED, SHALL BE MAMIAI DID1ILLMU9ON TYPE PUCABR o IRF 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH PARE MULCHED AND ANCHORED. nes R REF8s. ACRYLIC POLYMER 9:1 COURSE SPRAY TYP OF D HYDROS DIM1 OR ALTERNATE STABILIZATION LATEX EMULSION 125:1 EINE SPRAY 2350 PLAN VIEW 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE TIES TYPE "A" NORMA AWN SEEDING RESIN IN WATER 4:1 FINE SPRAY DOE) SPACED EVERY 24" AT TOP AND MID SECTION. N THE SPRING FALL USE A MIXTURE OF 307 OF MERLON BLUE GRASS, . WHEN TWO (2) SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY 657 CREEPING RED FESCUE AND 57 REDTOP AT A RATE OF 3 LBS. MIN. WATER QUALITY SHOULD BE CONSIDERED WHO MATERIALS ME SELECTED FOR Dusr CONTROL SHALL BE OVERLAPPED BY SIX (6) INCHES AND FOLDED. PER 1,000 SQUARE FEET. IPRINIOLNG - THE g1E MAY SIE SPRAYED UNTIL THE SURFACE IS WET. THIS ESPECIALLY EFFECTIVE CONSTRUCTION ENTRANCE DETAIL 34. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED TYPE - HYDROSEED MIX "B" R HAUL ROADS AND ACCESS ROUTES 1. R 1. STONE SIZE - USE 2' STONE, RECLAIMED RECYCLED CONCRETE EQUIVALENT. WHEN "BULGES" DEVELOP IN THE SILT FENCE 509. TALL FESCUE THE USE R STONE FOR CONSTRUCTION ROADS IS ALSO EFFECRCE FOR MST DomTROL 2. LENGTH - NOT LESS THAN SO FEET. 207 SHEEP FESCUE BARRIERS - /, FENCE R SMILAR BARRIER CAN CONTROL AIR WRRENTS ATI TERVAL.S EQUAL TO 3. THICKNESS - NOT LESS THAN SIX (6) INCHES. 157 INTERMEDIATE WFTEATGRASS FlFTETRT TIMES THE BARRIER HEIGHT. PRESERVE EXISTING WND BARRIER VE TION AS MUCH AS PRACTICAL 57 RED FESCUE MAINTENANCE 4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS 57 REUBENS CANADA BLUEGRASS WHERE INGRESS R EGRESS OCCURS. MAINTAIN DUST CONTROL MEASWRES THROUGH DRY WEATHER PERIODS UNTIL DISTURBED AREAS ARE 6TABRIZED. 57 KENTUCKY BLUEGRASS 5. FILTER CLOTH - WILL BE PLACED OVER THE ENURE AREA PRIOR TO PLACING OF STONE TREE AND SHRUB PLANTING 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION 1. ALL TREES AND SHRUBS SHALL BE PLANTED IN CIRCULAR PITS 1 ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. FOOT CLEAR ON ALL SIDES AND BOTTOM OF ROOT BALL AND BACKFILL WITH A MIXTURE OF 7 PARTS TOPSOIL, 1 PART ROTTED 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL RTO PUSUC RIGHTS-OF WAY. ALL SEDIMENT MANURE. PREVENT THE TRANSPORT OF SEDIMENT. RTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. 2. ALL PLANT MATERIAL SHALL HAVE VIGOROUS ROOT GROWTH AND BE FREE FROM ROOT INJURY AND DISEASE IN ANY FORM. 8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE 3. STREET TREES SHALL NOT BE PLANTED WITHIN 10' OF A FIRE S. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. HYDRANT, DRIVEWAY APRON OR STORMWATER PIPE/CATCH BASIN OR WITHIN 25' OF ANY STREET LIGHT, STREET SIGN OR POINT OF CURVATURE OR TANGENCY OF ANY CORNER. 4. ALL EXISTING TREES SHALL REMAIN EXCEPT AS NOTED, 5. A BRIGHTLY COLORED CONSTRUCTION FENCE SHALL BE ERECTED ALONG CONSTRUCTION TION C REARING LIMITS ANDROU A ND EXISTING TREES TO MITIGATE THE IMPACT OF COMPACTION OVER CRITICAL ROOTS, INJURIES TO BARK AND LIMBS SPI LLS OF OIL,I CONCRETE OR OTHER HARMFUL CHEMICALS. F. 2' x 2' WOODED OUT SLOPE OR STAKE R A5 REBAR NEW EMBANKMENT TOE-eF-SOPS 1. ALL P MUST REMAIN UNTIL (SLOPE VARIER) COMPLEETIONTION 0 CONSTRUCTION. ANY GRADING (MINOR ONLYALLOWED) DONE WITHIN THE BOUND HAY SALE / PROTECTION ZONES SHALL BE DONE WITH `SEDIMENT ONLY HANG PRUNE CANOPY p �- T LS � CRTANMENT .1 EXISTING DRE TO REMAIN SHALL N MEA 11 RUBBER HOSE PROTECTED WI A MINIMUM 8'xB' ENCLOSURE 2' % 2' STAKES WIRE MVS CONSTRUCTED EN SING TED S � 2-P PER THE ER BA FLAGGING E ABO LL LNG VE DETAIL @ tC MIN. GROUND I DRIVE STAKES FLUSH WITH A W000 OW FENCE TO BE INSTALLED J'0 CEDAR STAKES U_1 1B0' APART AT A DISTAN IN FEET FROM THE TREE EQUAL TO THE DIAMETER OF THE TRUNK IN STAKED A: MTTED INCHES, MEASU ZED TWELVE (12) INCHES FROM BEDDING DETAIL MD TO END, RADE. BOUND PLAN PLACED HN RO CONTOURS 2'x6" PRESSURE TREATED RAILS (TYP) ANGLE FIRST STAKE TOWARD PREMDUSLY WD BALE BOUND HAY BALE 4"'x4' PRESSURE TREATED 2' x 2' Womm \ \ � CORNER POSTS (TVP) a STATUE OR A5 REBAR \ N STREET TREES olpnoN: II V� \ I 6'-0" MECHANICAL 2'- 4"x4" POST, TREE T BE V BOTANICAL NAME: 2ELKOVA SERRATA (ZS) 1 HOLDER 2'-0' DEEP PROLE TED SIZE: 2-1/2' CAL t2-u' Hr. ANCHORING DETAIL BOTANICAL NAME,• QUERNS COCCINFA (QC) PROFILE SIZE;. 2-1/2' CAL 12'-14' HL 2"x6" PRESSURE TREATED RAILS STRAW BALE DIKE DETAIL BOTANICAL NAME ACER RUBRUM (AR) (TYP) SIZE: 2-1/2" CAL 12-14' HT. 1. BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR THE CONTOUR AND IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES. MIN. 4' HIGH WOOD 2. EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF FOUR (4) INCHES AND PLACED SO 1HE BURAP LTO REMAIN 4"x4' PRES URE ROW FENCE TO BE BINDINGS ARE HORIZONTAL CQKASACTED BACKFILL TREATED COT HER STAKED EVERY 8' BlIS�pPOSTS ( ) O.C. 3. BASES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER 7W0 (2) STARES R RE-BARS DRIVEN THROUGH THEMULCH SAUCER BARK ANGLETO FORCE RTHE BALES TOGETHESTAKE IN R STAKES SHALL BE UE SHALL BE DRiIVVENFFLUSH WITEHMTiE B,�D BALE AT AN PLANT SAUCER TREE PLANTING DETAIL 4. INSPECTION SHALL BE FREQUENT AND REPAIR/REPLACEMENT SHALL BE MADE AS REQUIRED. 1.PROPOSED 5. BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR STORM FLOW OR DRAINAGE USEFULNESS SO AS NOT TO BLOCK R IMPEDE TREES SHALL BE PLANTED IN ACCORDANCE WITH TOWN SPECIFICATIONS, 5 BEHIND BIOWITH A MAXIMUM SPACING R 40 FT. TREES SHALL BE PLAN VIEW THEE RESPONSIBILITYTY OF OF THE INDIVIDUAL HOMEOWNER. 2.PROPOSED TREES SHALL BE PLANTED ON AN ALTERNATING BASIS, AS SHOWN ON THE ALIGNMENT PLAN, TO MINIMIZE THE POTENTIAL SPREAD OF SPECIES-SPECIFIC DISEASES AND TO AVOID MONOCULTURE. TREE PROTECTION DETAIL MEN SOUTHWOLD MANOR CONSTRUCTION ■ ■ RMS ENGINEERING SITUATED AT DETAILS ■ ■ ■ Robinson, Muller 81. Schiavone Engineers, PC SOUTHOLD APPLICANT: EAST END RESOURCES, LLC OWNER, ALBERT a RITA COHEN 888 OLD COUNTRY ROAD, SUITE 901 56655 MAIN ROAD GARDEN CITY, NY 11530 SOUTHOLD. NY 11971 TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK DWN. BY: CHK'D. BY: SCALE: SHEET: 355 New York Avenue, Huntington, New York 11 43 sl Gds Mrs Gregg J. Schiavone, PE SCTM: DISTRICT 1000, SECTION 63, BLOCK 3, LOT 15 DATE: DATE: JOB No.t A No. DATE REVISION DESCRIPTION BY CH'D Phone 631-271-0576 Fax 631-271-0592 www.rmsengineering.com NY State License NO. 76387 V` 05-03-06 05-11-06 2005-196