HomeMy WebLinkAbout1000-75.-1-20.1 (2) N 360 54' 10" k4165c[.10'
GENERAL GONSTRUGTION NOTES
MIST.�FM
POND WlEiAnCNAL UBE ONLY
Nor Box
7
j �ll I. THE CONTRACTOR SHALL 6AURANTEE QOM
AND WORKMANSHIP ON
CIE im
T14E JOB FOR A PERIOD OF ONE YEAR FROM THE DATE OF COMPLETION.
ON. CIELI 2. ALL P4000 FRAMING RESTING ON STEEL SHALL BE CONNECTED WITH 6.1.
w ED
5EE WATER MRit'10 :71 ORa,55 RD
�15T. VINEYARD ANCHORS, EACH ONE.
3, i'METS 4-41 3. UNLESS OTHERWISE NOTED, ALL FINISH MATERIALS SHALL MATCH ADJACENT
4. FINISH FLOORING SHALL BE TILE, SELECT OAK,OR CARPET OR AS
5�1 MATERIALS.
IOTE A ;2
IOTE A
-mza�4'1*ez 'IFIED ON PLANS OR INDICATED BY OWNER.
I SPEC,
d) WITH ALL JOINTS
SERVILE LITE
B
00. OAZE130 (),Z ri 5. GYPSUM BOARD ON CEILINGS TO BE S.
GYPSUM 1/2'
-cl lt�l!A`19 o Qj TAPED AND SPACKLE, 5 COAT JOB. MOISTURE RESISTANT IN BATHS WITH
IDZIST. i I ��w CEMENT BOARD ON SHOWER KALLS 4 CEILIN65.
(46.22 AG) 1 6. ALL WINDOWS AND DOOR--, SHALL HAVE INSULATING GLASS AND SCREENS,
'75-1-20.2
U 'K PAVINS,
PAVING PICNIC
(AGRICULTURAL U5FJ TEMPERED INSULATING 6LA55 IN ALL SLIDING DOORS, TEMPERED GLASS IN
TABLES
ALI- 5HOI�ER DOORS AND ALL FIXED GLASS ADJACENT TO OPENINGS OR TO
FLOOR LEVEL, IN AGGORDANGE HM4 W5 CODE.
(TA W) 0.it 7. CONTRACTOR TO TAKE PRECAUTIONARY MEASURE TO PROTECT PREMISES FROM
40 Ex1sTING FREE Q1 DIN BRICK DIRT OR DAMAGE.
PATIO 4 W.
STANDING 91451m 15TI L H. CONTRACTOR TO PROVIDE FOR REINSTATING ANY EXISTING ELEMENTS
SALES/0 X S.F. c11
1,35-7 mm
tA41*1-1-,5�0�vll INTERRUPTED, COVERED OR REMOVED BY HIS WORK WHETHER INDICATED ON
NO WORK APPROVED 2nd STORY 0 0 OVERFLOW 1 526.15, DRAKIN&5 OR NOT.
PROPOSED MTIm I LU
IN EXIST. 5 TIE REAR DORMER 4 BRICK 7 PARKING R, q. CONTRACTOR TO LEAVE PREMISES WITH ALL WORK COMPLETED, CLEANED AND
RIGHT-OF- Y CONSERVATORY ADDITION PATIO �CIE LINE q PAINTED AND READY FOR DECORATING 13Y OWNER.
"1'15 S.F. d) 10. CONTRACTOR SHALL MAKE ALL WALLS, FLOORS AND CEILINGS PLUMB, LEVEL
U) AND TRUE.
1 11. CONTRACTOR SHALL PATCH AND REPAIR ALL JUNCTURES Or NEW WORK WITH
-LjiI- ------- �T E, I, ) I I I I I I I I I I I I \
rXIST,-, E.T. �� I PAVINiSI VALVE I I I I I I I THE EXISTING AND MATCH THE ADJACENT EXISTING AREA UNLESS THAT
L.P. 5`nST 20,00 SAL.57- - ------ SE51� ENLARGED AREA 15 TO BE REFINISHED IN ACCORDANCE WITH THE NEW WORK.
S�� -ex.
IE),MT:(4)6-W.x IOW L.P. 8- PAkTIAL SITE PLAN 12. ARCHITECT HAS NOT BEEN RETAINED TO SUPEFZV15E TH15 CONSTRUCTION
PRoP.MiMpp CONCRETE
LP. 10� 15. DO NOT SCALE THE DRAWINGS.
PAD
AnOF WORK 14. THE CONTRACTOR IS RESPONSIBLE TO LOCATE ALL UTILITIES PRIOR
TO COMMENCEMENT OF WORK.
D #2
FUTLWE -4 L -I
zi EXISTING 1111
L.P. 75-1-20.11
1E)(P. O �
MLnlp-L\
5TO DUCTION g�TIER LINE lcea (2,455 F. .50,10 VA ON SITE CURB PAVING DETAIL
WATER -----4
��BE riLm �5EPARATE
CATION THE m� +-L
Am�lrr (A6WCJJLTAA1- ONLY) 7 -7--T RUNOFF
NOTE PXISTING,��Im, - (s TO VINEYARDS N.T.S.
.50I�O'TA 52C!"5620"N 1-1/2" R
�NITAW 5�� 1 11 4AV 22ci.&5'
ALL ln)(191`11,19 CAaTiMiG AMST.II SAL.S.T. VA35
INPA��TOMOP I I I I I I 1 1 1 1/2" TYPE bF *15 REBAR
LzigIsT. bil
TRAFFIC,�1�CAPACITY I 1 60 TOP COURSE
S.T.
REPLACE ALL Wi*IT t
ITYP16AL).OWNER TO VINEYARD F-0 t SEEDED ITEM 123
5 DENSE GRAVEL
77 1
I N ORF�ATE
1E,IIST, 1 1� OVERALL SITE FLAN
65EH&U (ITEM 201)
FANS
SGALEW'=500.0'
EXISTING FREr=
ON C�IINGRETE PAD
STAN UNG FREEZER
C6%GRETE 4_________________ -- ---- TO VINEYARDS 5" TOP501L
REF kE PAD I°"'
om 14 ITEM 121
STABILIZED 501L ROVED AS BUILT
we
EXISTING - - - - - - NOTE. rperso
SAN CUT EXISTING ASPHALT PAVEMENT PARALLEL
CRUSHED TO PROP05FD "R5 TO GIVE A CONTINUOUS STRAMI,
PROP05ED 15 CONCRETE
M. 07 - - Cha
TRAILER 100' LINE AN EGUAI- DISTANCE FROM NEW CURE). ZI
20'
GREENHOUSE ub
05L No MTERSMITARY FACILITIM PAWIMI
BUILDING #3 SITE DATA
\20
EXISTING DRY 5TORAx9E ZONE. A--C
g,qZI A 43,000 S.F. SECTION, -5 5.G.D.H.5. REF. NO.: GIO-04-0012
GONT INER (NO SANITARY OR WATER PERMITTED BLOCK. 01
pWLWITHOUT SEPARATE F
APPROVAPPLICATION 4
AL ROM rr-ow,)) LOT: 20.1 4.60 AC
O'-O' LOT. 20.2 46.22 Ar, (AGRICULTURAL USE ONLY)
15 11 El 11 11 TOTAL AREA: 50.52 AG b 4-26_C)-7 AiS-5UILT AS PER TOWN Or
SOUTHOLD PLANNING DEPT.
100. BUILIANQ AREAS,
EX15TNO 1\, I
I BLDG. #1, 5 11-2-06 AS PEP, 5.0D.HS.
'lot 5TORAC-E EXIST. AREA,, l55-15F.
NUO/F J.G. 4 ISIS. .2.2q.&51 APPROVED CONSERVATORY AREA: 4550 S.F. 4 10-1'7-06 AS PER 5.0D.H.5.
BAUER CONTAINERS APPROVED DORMER (STORAGE), (245 S.F.
1,462 SF.
0 5 q-26-O6 FIROP05ED CONSERVATORY ADDITION: -06 AS PER 5.C.P.H.5.
O TOTAL BLDG. #1 4,514 S.F.
FARTIAL Q17Qff=L-AN EXIST. BLDG. #2, 6,4555F. 2 4-24-06 A6 PER T.O. SOUTHOLD
EXIST. BLDG. #3, bOOO SF. AND S.G.D.H.S.
SITE PLAN PREPARED FROM SURVEY SCALE- I' I 2-I6-O6
REWBMISSION TO
PECONIr SURVEYORS,P.C.JAN 31, W16 TOTAL BLDG. AREA : ICI,24cf S.F. APPROVED PLANS
JOHN T.MIETZSIER,N.Y.S. LIC %49616 NO. DATE REMARKS
DRY WELLS PARKINO CALCULATION REGUIREMENT:
5- REINFORCED TRAFFIC, BEARING SLAB ALLOW 4" FOR FINAL ESTIMATE qLQ.UANTITIES//TABLE \20 BLDG No.I: REVISIONS
CASTINGI a-oil CAST IRON COVER PROPOSED 15 APPROVED CON15ERVATORY/5ALES ADDITION:
(SEE NOTE B) OF 11 EXIST. SALES. 1;35-1 SF/200 = 6.715 = -I
12" G.G.P. TO BE USED I I GRADE (o) CONCRETE ORB 1,4b4 LIN. FT. 1� IMOSF /200= 6.15 ARCHITECT5 4 ENSINE5R5
trypi q ,� z Z4 EL.SEE PLAN (b) WALKS 416 LIN. Fr. APPROVED DORMER(STORACE), 645&000 = h4 = I
BETWEEN BASIN i • LEGEND 10 PROP. CON5E-RVATORY/SALES ADDITION:
1/5"/FT. MIN. PITCH �Iooff (C) PAVING a4mb 50.Fr. pl-�lc J L=RAmmA5 CONSULTANTS
ROOF DRAIN = 6" PIPE MIN. f 0. 5 EACH 5L$?�op 1,4625F /200= 1.31 5
(51-MEC).40) 1 24" 1 (d) CATCH BASINS 's
DRYWHIJ-5 2 -6-41 5- EFF.DEPTH EACH
NORTH ARROW 2 - 10"P WEIFF.
0 ENI DEPTH EACH BLDG N0.2: 514 FULTON ST. (RT. 109), FARMINGDALE, NY 1I735-5461
MY (a) LINEAR FT.OF CON1,150TOR 12- O.C.P. - 116 LIN. Fr. EXIST. PRODUCT, 1;591 SF/500 = 5.18 5 1-516-1341-05q5 FAX. 1-516-t547-0536
a,6� (11 EFF. DEPTH PIPE BETWEEN DRAINS WO RL. = -16 LIN. FT. EXIST. STORAGE. 4,544 5F/1000 = 4.S4 5 IV E-MAIL. dAA%0C6@A0LL0M
DRY WELL 'B 00.00 NEW ELEVATION (f) STOCKADE FENCE 5 THISE PLAIS IRE AN WrWlENT OF sisloOt
(00.00) EX15TINO ELEVATION (9) CHAIN LINK PENCE e,
IOV POOL X 9' EFF. DEPTH :�A� BLDO No.3:
-4) w 5BUICE AND MW E TIE PRDPE
BACKFILL WITH GLEAN GRANULAR T.C. TOP OF CURB (W 51-PEEN PLANTING SEE LANDSCAPE SCHEDULE �. 0 0 EXIST. STORAGE: aPOO 5r/1000 = E, OF TIE
MATERIAL ALL AROUND BASINB.C. BOTTOM OF CURB (1) TREES SEE LANDSCAPE SCHEDULE TOTAL PARKING REQV. = 39
HILL BE PROSECMM.
FOR FULL DEPTH. E.T.C. EXISTING TOP OF CURB (j) SHRUBS SEE LANDSCAPE 51-HEDULE CONTRACTOR SRL VMFr ALL
E.B.C. EX15TINO BOTTOM OF CURB (W SEEDED AREA SEE LANDSCAPE SCHEDULE TOTAL H.C. PARKING REQUIRED: FIELD CIMITM AM 01
NOTE- MAINTAIN MIN. 10'-O"CLEAR 5% OF 31 = 1.95 - 2 STALLS REQUIRED AND BE F45FMM FOR FIELD
TOTAL H.C. PARKING PROVIDED: 4 STALLS FIT NO aWM OF WORK_ t
BETWEEN ADJACENT POOLS E.L. ELEVATION
AND BETWEEN BUILDING H.P. HIrvH POINT TOTAL. PARKING PROVIDED. 40 NO AlLaV145-0 NiALL BE v
AND POOLS. GROUND WATER L.P. LOW POINT SANITARY SYSTEM IN E&XF OF TIE CCHIRACTOR
(OVERFLOW PARKING. 59 STALLS) FOR ART ERRORS,OMISEM,
NOTE: CONTRACTOR MUST LOCATE 4 IDENTIFY ALL NO FOOTING RINGS REGUIRED c� HYDRANT REGUIRED SEPTIC TANK, LOADING BERTH, I NOR WXULT ON HIS pma.
UNDERGROUND PIPES, HIRES 4 UTILITIES (2 TON PER SQUARE FOOT OUTFALL NO, I I
BEFORE COMMENCING WORK. BEARING CAPACITY) -0- UTILITY POLE 1,021x2=2,042 6AL. SEPTIC TANK REQUIRED
EX15TING BLDG. #1, 2000 6AL. EXISTING SEPTIC TANK PROVIDED (ok) PROP05M CONSERVATORY ADDITION POP,
.CONNECT ROOF DRAINS TO POOLS EXIS7IN6 WINE TASTIN615ALE5,
LAYOUT OF POOLS ARE ARBITRARY EEX15TINO ENTRANCE (NO FOOD PREPMO CATERING) LEACHING POOLS MAX. ALLOWABLE FLOW CALCULATIONS
.RETAIN STORM FLOW OF 2" PER 50. FT. 5 6PQ/0C6. = 5 6AL/DAY x 50 OCG. = 400 CPD 1,021 GPD / 13 6AL/SF = REGO. SIDE WALL = bbO.1 SF. OSPREY DOM IPI Off" _ 1
E. UNDERGROUND ELECTRIC CABLE 650.1 SF /51.4 5F/FT m: REOV. 21.1 LF-10'-O" (P
AAZL DRAINAGE CALCULATIONS G. GAS MAIN EXISTING BLDG. *2. TOTAL LEACHING POOLS READ.: 211-7 LF, TOTAL LOT AREA: 4190 AG VINEYARD R1r F rn
EX15TI146 DRY STORE. 4190 AG. x 600 CA-VIAC, = 2'160 GPD. MAX.
N.Y.T. UNDERGROUND TELEPHONE CABLE PROVIDED (EXISTING): 440'15 MAIN
H. HATER 4,15,14 SF x .05 GPD/SF 1453 6FV (4) lo'-O"cP x W-O' PP. LEACHING POOLS 24 LF. (ok) DESIGN FLOW:AREA "A" - BUILDING: PECONIO, NY APR 0 2007 1
EXIST. AREA. 1;367 E.F. x 1.0 x .16-1 = 226b1 CLI. FTJ42.24 = 5.5 LF. UW NEW CATCH BA51N EXISTING SUBTOTAL, 5453 GPD
FUTURE EXPANSION. EXIST. BLDG. #I; NINE TASTIN615ALES,
EXIST. FOOLS: (2) alo a 61 EFF. DEPTH m: 12 LF. ok G.B. (2) 10'-O"0x 6-0" DF. EXPANSION POOLS 12 LF. NO FOOD/CATERIN6)
PROPOSED AREA, 2i5275.r. x ID x .161 = 3&&.60 C.U. FT. 555.60/42.24 q.2 LF. SHADED AREA INDICATES NEW PAVEMENT PROP05EP ADDITION: 5 6ALIOGG - 5 6AL. x 80 OCG. 400 GPD.
PROVIDE. (2) 8V POOLS 0 VEFF. DEPTH = 121EFF. DEPTH OUTFALL NO. 2 (FLOOR VRNN SYSTEM ONLY)
PROPOSED STORAGE. EXIST. BLDG. #2. PRODUGTIOK/5TORA6E. SITE PLAN",
'9 EXIST. SEPTIC TANK 645 5F x D4 6PP/5F 25b CIPP EXISTING BLDG. #2, EXIST. HET 5TORE/STORA6E: IPLII 5F .IS 2515.6 6FD.
A EXIST. DRY STORE, 4,544 SF x .05 = 1453 6FV.. ift
AREA 1511 - PARKING 4 EXIST. ACCESS DRIVE; 1,5111 5F x .15 GPD/SF = 255.65 6ALVAY EX15ITINS, BLD6. #5 0GRO05F STORAGE) 8d000X0.04 m 320 CIFV DATE: 12-1-7-o"5`� DRAWING NO.
W50LID CAST IRON COVER. EXISTING NET STORE/WINE PRODUGTION/STORA&E
TOTAL PROP. PAVEL? AREA, 7,053 S.F. x 10 x .16-1 = 1,177h5 CU. FT. 1,1-r7b5/42.24 = 2'1.88 LF. PFZOP05ED CONSERVATORY (WINE TA5TIN&). EXISTING TOTAL FLOW, 1,103.9 OFV.
EFF. DEPTH = 50 LF. 30 x 42.24 = 1,261.2 CU. FT 5uFfIcIont EXIST. SANITARY LEACHING (NO FOOD PREP/NO CATERING) REQUIRED SEPTIC, TANK.
EXIST. POOLS. (3) WO a 10' r POOL W 50LID CAST IRON COVER. 23qx2=415 GAL. SEPTIC TANK REQUIRED PROP. STORAGE. &45 SF x .04 = 25b GPD. SCALE: A5 NOTED
5 eFDOCZ. = 5 5ALIDAY x qO OGG. = 450 GPD PROPOSED ADDITIONAL FLOW TO BLDG. #I,
ADDITIONAL POOLS PROVIDED.: 10-41 FOOLS a 65.42 CAPACITY/PT. PROPOSED ADDITIONAL FLOW: 4-5.5 6FV -100 6AL. EXISTING SEPTIC TANK PROVIDED PROF. CONSERVATORY: NINE TASTING
(2) 1010 POOLS 0 c1l EFF. DEPTH = 15 LF. NEW STORM DRAINAGE POOL SF- I
16 LF. x 68.42 = 1;231.5 GU. FT. ADDITIONAL PROVIDED WSOLID CAST IRON COVER. LEACHING FOOLS NO FOOD/GATERIN5)
238195 6PD / 1.5 &AL/SF = 159.1 5F. 51PE WALL REOV. 5 &AL/OCG = 5 GAL. x qO OGG. = 450 6PV. DRAWN: NL
AREA "C" - EXIST. DRIVEWAY 4 LOADING: NEW STORM DRAINA5E POOL PROPOSED TOTAL, 1021 OPIP 1511.15F / 51.4 SF/FT = 5,06 LF-10'-O" 10 REGV. PROPOSED ADDITIONAL FLOW: 4758 61-0.
TOTAL PROF. PAVED AREA, 12;304 E.F. x 1.0 x .161 = 2p54.16 CU. FT. WCAST IRON GRADE. TOTAL LEACHING POOLS RWV., 5.06 LF. (I OF ro)
EXIST. POOLS: (5) &V 0 101 EFF. DEPTH = 50 LF. 50 x 42.24 = 2,112 CU. FT > 2dO54.76 CU. FT. ok (EXISTING LEACHING SYSTEM CAN SUPPORT MORE PROVIDED (EXISTING): PROPOSED TOTAL FLOW. cep. DONT. NO. (9011(510cf)
SANITARY LINE THAN THE RE(ZARED 50% FUTURE EXPANSION) (2) &'-O'V x 6-0" PP. LEACHING POOLS = 12 Lr. 1$50 GPD. < 2,160 6PD. ok
(EXISTING SANITARY SYSTEM CAN SUPPORT PROP05ED EXTENSION) #-f I
N 36° 34' 10" W - - - 1659.10' - - _ - - -
_ _ _ GENERAL GONSTRUGTION NOTES
EXIST FOIL
.P N3<ASPVIA.i IRW6AT .
N I POND / I. THE CONTRACTOR SHALL F ONE TEE ALL MATERIALS AND WORKMANSHIP ON
e+ • TION usE I \\ �- THE JOB FOR A PERIOD OF ONE YEAR FROM THE DATE OF COMPLETION.
O / / Dpi•L T6 - Ncc `' -- 1 PNOPo� / Tm �Y \ � \ i 2. ALL WOOD FRAMING RESTING N STEEL SHALL BE CONNECTED WITH 6,1.
oW re' p li'e whTER FXJYL ,p/ \ _) 1 ANGHOR5, EACH ONE,
® �.f N', 1Iy T � •� ,G:' EXIST. (- GRASS VINEYARD 1,20-10
Q I PROPOSED 4'e SPRIWK I I 1i.w ' ` � �yg ,�/� �. = \ EXIST. \ I 53:10^E� 6 I 3. U14LE55 OTHERWISE NOTED, ALL FINISH MATERIALS SHALL MATCH ADJACENT
p SBtV GE L N / pPx 1`_L - - .;)E b 4N \ 3 N44� - MATERIALS.
- - i r - - DW- \ 1 4, FINISH FLOORING SHALL BE TILE, SELECT OAK, OR CARPET OR P.5 1
HATER Sl ICE TF09C H
\ [0011 r I m SPECIFIED ON PLANS OR INDICATED BY OWNER.
_ \ N 5, GYPSUM BOARD ON CEILINGS TO BE U,S. 6YP5UM 1/2" WITH ALL JOINTS j
\ �(�/ i \ 2 P14 'A' \ \ GAZEBO .p I TAPED AND SPACKLE, 3 GOAT JOB. M015T1RE RE515T ANT IN BATHS WITH
NOTE 9 rtau� PROPOSED lyo WA Ex� �'- Its
F \ a>%s_ ' \fit \ g I -I5-I-20.2
L I GEMENT BOARD ON SHOWER WALLS t CEILINGS.
T��G•'PL'+3 �_4'#`:� li'o (46,22 AGU I 6 ALL WINDOWS AND DOORS SHALL HAVE INSULATING &LASS AND SCREENS,
�_•9 usr, FY14T SERVICE LINE T i SERVICE 'HNEEXIST.-4„ L\ PICNIC Z
UI r
ASPHALT OR TO
NOT BOX R Z /_► N TABLES Q I (AGRICULTURAL USE) j TEMPERED INSULATING GLASS IN ALL SLIDING DOORS, TEMPERED 6L, IN
ogwaTi
zi �1 rt �� '• -INOq $4 ' F \ N \-NAIER CIE \\ yy1� 1 P1 I 1. CONTRACTOR TALL SHOHER FLOOR LEVEL,O�PREGAUTIONARY MEA5URERS AND ALL F14-9 6LA55 J TONT TO PROTECTTPPREMISES FROM
.. 4y }}q.. Ldp' I
rDIRT OR DAMAGE,
INe FRS B EIXISDTIN6 1 + Nd } \�-F'ROPOfi® UI 1 m L� - I b. CONTRACTOR TO PROVIDE FOR REINSTATING ANY EXISTING ELEMENTS
STANOIN6 SIGN \ I✓-0 NATER ZZ A INTERRUPTED, COVERED OR REMOVED BY HI5 HORK WHETHER INDICATED ON
1,315.FGE I} _ 5atvlce ure O> N1z N4�°19'50" 1 _ OR NOT.
NO WORK N ' a4 a VAT RY \ OVERFLOW p .-O _ 1 W 9 CONTRACTOR TO LEAVE PREMISES WITH ALL WORK COMPLETED, GLEANED AND
PROPOSED A OF R R :� APPROVED 2nd STORY�' "y)} 1' 1,467 5F PARKING 526.
�' _ + REAR DORMER It
/ '�•^ :. 9' `�.� a ~ FF I 5 I I p PAINTED AND READY FOR DEGORATIN6 BY OWNER.
IN EXIST. 5 TE u -._ •L r •1,., S� \ / \ x✓� O
RIGHT-0F- Y Pd1OUfz CONSERVATORY ADDITION II �J\ � I O 10. CONTRACTOR SHALL MAKE ALL HALLS, FLOORS AND CEILINGS PLUMB, LEVEL
1,995517._ ' a.; +&'GONG. DH1'A�.oi `Ij'e LATER CONCRETE '--r- -T_T_1_r__r_r_r_r_T_-I_1
N I�,°�_ NALKWAr f7 .... \ + RUSH PAD 13 $ I AND TRUE.
EXlsr. ��, - -^_'Px ow J \ - II. CONTRACTOR SHALL PATCH AND REPAIR ALL JJNGTURES OF NEW WORK WIT,
t LP. -- _ THE EXISTING AND MATCH THE ADJACENT EXISTING AREA UNLESS THAT
FL(pL ,1 'L j 5. �ANIT RY EXIsnSYY5TB1 Oo FJf15T. ____ - \ ' } \_{� SEV ENLARGED 1 AREA 15 TO BE REFINISHED IN ACCORDANCE WITH THE NEW WORK.
ENST,�°°°�h .S.T• o. -j- f PARTIAL SITE PLAN
r-�� EXIST.2100 ISAF. .Toro L.P. - - 12. ARGHITEGT HAS NOT BEEN RETAINED TO SUPERVISE TH15 CONSTRUCTION
E%15T. PROP,(2)6�.II L.L.P. \ a % ____ I 13. DO NOT 51-ALE THE DRAHIN&S.
y LP. T �1� A�A OF WORK 14. THE CONTRACTOR IS RESPONSIBLE TO LOCATE ALL UTILITIES PRIOR
1 TO COMMENCEMENT OF WORK.
OZT a �2
u \ M
22-0 3
wnRe I L------ - --�. a ) EXISTING TORY F-+ -I-+---I--+--+-i y l
(rl
. L.P. - STORA6E/P DUCTION IQ 1161 ---_� tT V,1�'{ ATL53 LINE5ERVIGE5 ECP, I0 15-I-20.1AO/v \ , . . •LED UNDER SEPARATE Ir4b0 AG 5 10" ON SITE CURB & PAVING DETAIL
TION BY THE WATER �� L JH n \ $ (A6RICULTZtAI- ONLrI RUNOFF \ �o N.T.S.
Fv.Snuc FLiv_n:�gply I\ TO VINEYARDS rn 00 50' VA 529.58'20"W
s9 --- t 10° I-1/2" R
II NOTE \\ \ \ \ srNS R_00f4 R _ ----� y 1,6 W 54`}° 00,48' 229.85'
\ -' \ I 00„ 35
ALL Ex15TN6 GA5TIN65 \ EXIST.2003 GAL.S.r 1 ''� 1 25-0 T __ p6 11/2" TYPE 6F a5 REBAR
\ ', e I SEEDED ITEM 123
IN PAVED AREAS TO BE OF \ \ EXIST.(2)6' W.x 6'0 L 71
11 TRAFFIG BEARING OAP! l \ \ \ ST. EX."�W 1VINEYARD 99 PIN ROp` T.25) b"
\ \ \ ,- (' S.T.IYYPII6 )7 TOP COURSE _
REPLAC JALL I-3t TO } M 5" DENSE GRAVEL _ _ _ _
REPLACE ALL LIGHT OUn \ \ �_ ` F_+-+_�_-I__r-�_+-� ____� (\'\�
1 CASTINGS AS REG1D. \ } \ N AGGREGATE
1 \ \ �• I` a � �15L ____SII ` OVERALL 51TE PLAN (ITEM 201)
\ \ - ASRWLT d "
PAYIBE' REFUSff --� V.. I \
ENEXISTIRE ------- --J \�II11✓I-// a" 5" TOPSOIL
• SCALE 1"•500,0'
EXISTING FREE i RUNOFF
ESTIMATE OF UANTITIES TABLE \ ________ 1 , STAruINg FREEZER TO VINEYARDS
\ .-J L SON C.ONGRETE Fl,&D ------- 1
1 \ I I PROF105ED \� F"°R '°W' ITEM 121
- - - -
(cU CONCRETE CURB 1464 LIN. FT. \\ \ 1 20 b" EARTH STABILIZED SOIL q..
N I (b) WALK5 416 LIN, FT. F,(15TIN6 EX DPLr y.1 NOTE,
rr r1-11 U1 (c) PAVING 16,046 50. FT. \ \ 1 TRAILER \ \ __- _ _ Z6,-y\y i LINE SAH CUTAN EX15TINQUAL STANCE FROM NEW GUR ASPHALT PAVEMENT PARALLEL
(tU CATCH BASINS 5 EACH \ \ \ CW15HF17 -_-_ 100' 6'o RL. ' EX TO PROPOSED CURB TO GIVE A CONTINUOUS STRAIGHT
L.
DRYVELLS 2 - b'0 V EFF. DEPTH EACH \ I I5 \ �� CONCRETE 1
2 - 10'0 q' EFF. 06TH EACH \ \ R 6
��--1 (a) LINEAR FT. OF CONNECTOR 12' G.G.P. - II6 LIN.FT. \ \ \ ,. PA�KI� SITE D? "-',4
PIPE BETV✓ffN DRAJN5 6'0 R.L. = 16 LIN, FT. \ \l0 \ \ \/ - BUILDING ><3 - "MUNDERSIMED,PUPSUANTTosomoL°TOWNCUDEsE ON
(f) STOCKADE MINCE \ \ \ \ / IN w i 20 EXISTING DRY STORAGE I ZONE: AL t00-1f�AL lR1'DMTM1 IN THAT
TEE
LII ION WAML�A�DDAATED
(9) CHAIN LINK FENCE ', --EX15)iN 6 / - 8,000 S.F. I umm
EU SCREEN PLANTING SFE LANDSCA _ SCHEDULE 5EGTION: 15 Ij,/ ARE ACCEPF®.(aa6oONM1<aa DNRfiaDL
N TREES SEE LAND5GAPE SOHIE WLE - 5�'OLZA6E` \ '"" , ./, \ (MO SANITARY OR m BLOCK. OI PURI ��r PY1
CONT INER wzay \ PUBLIC HATER REGI'D) nG_/1L1.YL
(� SHRUBS SEE LANDSCAPE SCAEO� / I LOT, 20.1 4 ,O AG
(W SEEDED AREA SFE LANDSCAPE SGHEDILE x, 11 LOT. 20.2 4& 22 AIG ,- (A6RICULTJI- I- USE ONLY) lz(lil'S�'-
_ -\ _ / O'-O' - AIJIy E SIGNATURE TILE DATe
\ � � \ \ �\ � � ❑ ❑ ❑ \ TOTAL AREA: 5e .32 AC:
9 5&
--- \ SPO \ \ \ \ .- - - EX15TNSTORAGE 15 \ \ `yam,wa\ \ \ _ '1 --_- 100• \ BUILDING
EXIST AR-A,. 1,351 SF. T OF BOAPP O�DBFWNNRIO BOARD
WO/F J.G. t 6.5. 2�q 85' 4: _ CONTAINERS \ „I - _ o
1? I« APPROVE? CONSERVATORY A' _A: 11350 517. A R DSIGNATURE TITLE M78
BAUER \ Jam° 01 APPROVED DORMER (5TORA(SI 645 S.F.
//�� //�� �5 \T - _ _ - 1O \ I� y J y PROPO=,�E7 CONSERVATORY A[ 'TION: ;,462 5F, The approve ai E 'E opment plan t Eve
J"t I I"l J.� I I
FLAN I \ 'Bx DW \ - Da-L \ period of vee(3) . &o A date ofTapproval Ea per
TOTAL BLDS, •1 . 4.514 5.F.
\ \ \ EXIST. BLDG. k2 6,435 SF 2 4-24-06 A5 PER T.O. SOUTHOLD .
PLAN PREPARED FROM SURVEY SCALE: I" = 4012'-- \ \ \ EXIST. BLDG. M3 6,000 517. GEN, MI55I0I'�
RESUBMISSION TO
PEGONIC SURVEYORS,PL. JAN 31, 1996 �\ \ \ \ _ _ - - - - \ \ TOTAL BLDG. AREA 19,249 S,F. 1 2-16-06 APPROVED PLANS
JOHN T. I-ER6ER N.Y.5. LIG •49616 - ..-
®Q DR� ET LS N 5/ \ - _ _ \ NO. DATE REMARKS
/ \ PARKING GAI_GULATION REG1L;?EMENT: i
Vi
\ / \ 20 BLDG No.l: REV1510N5
6' REINFORCED TRAFFIC BEARING SLAB ALLOW 4' FOR FINAL \ \ EXIST. SALES: 1,351 5F _00 = 6.78 = 1
ADJUSTING OF CAST IRON COVER / ��E \ IS \ APPROVED GONSERVATORY/5ALE5 P -VITION:
(SEE NOTE B) CASTING 2'-0" 0 \ \OF� \ ARCHITECTS 4 EN(5INEER5
12' G.G.P. TO BE USED CRAVE ( 1,35 -'iF /200= = l
BETWEEN BASIN (TYPJ I'-0" EL.,SEE PLAN LEGEND , >9,.�toN) \ \ \ PROP GON5ER,A ORY/5AAPPROVED �ADDI1 61 .1,000 = .64 = 1
I/b•/FT. MIN. PITCH c to RAMMAS CONSULTANTS
ROOF DRAIN = b" PIPE MIN, e' \ �YOR.S IP 2517 /200= 1.31 = 8
(SGMED,40) 24"
BLDG N0.2: 374 R1LTN ST. (RT, 109), FARMIN6DALE, NY IIT35-3461
OPENI ON NORTH ARROW \
� EXIST. PRODUCT: 1$91 '-^-.'500 = 3.18 = 3 I-516-641-0395 FAX, I-516-847-0536
D S POOL X 6' EFF. DEPTH ® ° \�lu \ \ EXIST. 5TORA65 4044 5F 000 = 4.84 = 5 E-MAIL JM550154AOLLOM
DRY WELL 'B' Q Q ( 0 . 0 NEW ELEVATION _ 5 2� Iq'
0'0 POOL X 9' EFF. DEPTH ® � ® " v (00.00) EXISTING ELEVATION 6 BLDG No.3: OF 7N R1QYi ARE ANU5 EHE rOF ED AR
BACKFILL WITH GLEAN GRANULAR ®"® ® "® ® T,G. TOP OF CURB y 39° E\ WW�EPR!0552 ED PROPERTY S�RT� A<'(",
1?=Q0' EXIST. STORAGE: B/" UO SF/1000 = 8
OF 1IE,wGNrFyT,INpIN6BAeHFS y E T
o B.G. BOTTOM OF CURB -� TOTAL PARKING REQ'D. = 39 y`�' U`S i.y1d'�I
MATERIAL ALL AROUND BASIN ,�-p pI E.T.G. EXISTING TOP OF GURB CaIIRAGTOR 5IW.L VERIFY ALLd?..S,ik,!' I'"^w,
FOR RILL DEPTH. ® ® 123 ® ® ® ® LSI ® TOTAL H.G. PAWIN& REQUIRED. HELD CpgTION5 Np NMMON5 (. 1
o E.B.G. EXISTING BOTTOM OF CURB +( 11 I
NOTE: MAINTAIN MIN. 10'-0"CLEAR 2'-0' - 2'-O'MIN. E.L. ELEVATION 5% OF 39 = IN( - 2 STALLS RE(,
AND BE REaaC:I OF FOR FIND ')I \y
TOTAL H.G. PARF:IN6 PROVIDED. 4 5' '15 FT MU(EABHNTY OF ItORK
BETWEEN ADJACENT POOLS ' ' H.P. HIGH POINT TOTAL PARKING PROVIDED. 40 N0 Al1DN,YY'E5511M1 EE WE
AND BETWEEN BUILDING IN BBIN.F OF THE CONIR,CTOR r ' 0, Iii%'••.
GROUND WATER
AND POOLS. L.P. LOW POINT SANITARY SYSTEM (OVERFLOW PARKING. 59 STALLS) FOR 1%, ,NOSMIP55 ,
NS2SEL GONTRAGTOR MUST LOCATE t IDENTIFY ALL NO FOOTING RIN55 REGUIRED HYDRANT REQUIRED SEPTIC TANK. LOADING BERTH
UNDERGROUND PIPES, WIRES t UTILITIES (2 TN PER SGUARE FOOT OUTFALL NO. I
102122=20042 GAL. SEPTIC TANK REg11RED
BEFORE COMMENCING HRK. BEARING CAPACITY) -0- UTILITY POLE FXI5TIN5 D6. al. 2000 CAL. EXISTING SEPTIC TANK PROVIDED (°K) CONSERVATORY ADDITION FOR.
.CONNECT ROOF DRAINS TO POOLS 4--\
EXISTING WINE T PREP/
O GAT. LEACHING POOLS
.LAYOUT OF POOLS ARE ARBITRARY EXISTING ENTRANCE (NO FOOD PREPMO CATERING) MAX. ALLOWABLE FLOC _ GALCL - Tf
.RETAIN STORM FLOW OF 2" PER 5Q. FT. 5 CPD/OCG. = 5 6AL/DAY x 80 OCG. = 400 6PD Ip21 CPD / L5 6AL/SF = REQ'D. SIDE WALL = 680.1 SF. 'p , /
680.7 5F / 31.4 SF/FT = REGO, 21.1 LF-10"-0" m O F ,, EY DOMINION
E. UNDERGROUND ELECTRIC CABLE „
® DRAINAGE CALCULATIONS G. 6A5 MAIN TOTAL LEACHING POOLS READ.. 21.1 LIF. TOTAL LOT AREA: 4.60 AG �` J,y ` "'VIN
E ARD 4 WINERY
EXI5TIN6 BLDG. a2. tj
EXISTING DRY STORE, PROVIDED (EXISTING). 460 AG. x 600 E.PD/AG = 2160 GPD. -J[.
N.Y.T. UNDERGROUND TELEPHONE GABLE ,_-
4,844 SF x .03 6PD/SF = 1459 6PD 44 MAIN ROAD
W WATER (4) 10'-0"0 x b'-0' DP. LEACHING POOLS = 24 LF. (ok) DESIGN FLOW: "''•�\"'' �,.:'( -
AREA "A" - BUILDING: - "FSIEC ,NY 11958
��T�11T7M11� NEW GATGH BASIN FUTURE EXPANSION. EXIST, BLDG. NI, VINE TA5TIN6/SALES P" �% I
EXIST. AREA, 1,351 S.F. x IA X .161 = 226.61 Ql. FT142,24 = 5,3 LF. ISI EX15TINS SUBTOTAL. 545.3 6PD 010 FOOD/CATERING)
EXIST, POOLS. (2) VIP o V EFF. DEPTH = 12 LF. ok G.B. (2) 10'-O'0 x b'-0" DP. EXPANSION POOLS = 12 LF. - -
PROPOSED AREA. 2,3275.F. x LO x .161 = 58bbO CU. FT. 366,60/4224 = 9.2 LF. I� SHADED AREA INDICATES NEW PAVEMENT PROP05EP ADDITION: 5 GAL/OCG = 5 GAL. x 80 O "GPb. ,,..°,..ow PROVIDE. (2) 8'0 POOLS • b' EFF. DEPTH 12' EFF. DEPTH a OUTFALL NO. 2 (FLOOR DRAIN SYSTEM ONLY) °
F'ROP05M STORAGE: EXIST. BLDG, IET 1 RO E/5TIOWSTORA6k >3 S 1 TE PLAN
/' EXISTING BLDG. M2, EXIST, DR 5TORE/STORA6E. -AI x x .IS = 145.3 GPD.
•1 EXIST. SEPTIC TANK 645 SF x .04 6PD/5F = 25.8 GPD
AREA "B" - PARKING t EXIST. ACCESS DRIVE. `•J I W/50LID GAST IRON COVER. EXISTING WET 5TOREhJINE PRODIKTIOWSTORA6E EXIST. DRY IiTORE. 4,83 SF x .03 = 145.3 GPD..
TOTAL PROP, PAVED AREA. 14,215 S.F. x IO x .161 = 2,'13.90 CU. FT. 29-13.90/4224 = 562 LF. PROPOSED CONSERVATORY (WINE TASTING). 1$91 SF x .IS 6PD/SF = 25865 6AL/bAY EXISTING BLDG, P3 (80000517 STORAE• ' 60000x0.04= 320 GPD
� 1LF EXISTING TOTAI. FLOW: 1,103.q GPD, DATE: 2- �-03 DRAWING NO.
EXIST. POOLS. (3) 60 a 10' EFF. DEPTH = 30 LF. 50 x 4224 = 1,2612 CU. FT In5uFFlclent 1 • 1 EXIST. SANITARY LEAGHIN6 (NO FOOD PREP/NO CATERING) RFnIIIRFn SEPTIC TANK.
\ POOL W/ SOLID CAST IRON COVER. 5 GPD/OGO. = 5 SAL/DAY x 90 OCG. = 450 6PD PROPOSED ADDITIONAL FLOW TO BLOC I:
259x2=416 GAL. SEPTIC TANK REQUIRED PROP, 5TORA6E. b45 5F x 4 = 256 6PO. SCALE: A5 NOTED v
ADDITIONAL POOLS REGV.. USE 10'0 POOLS (a 66.42 GAPACITY/FTJ -
I n\1 :NEW STORM DRAINAGE POOL
PROPOSED ADDITIONAL FLOW: 4156 GPD 900 GAL. EXISTING SEPTIC TANK PROVIDED PROP. GONEERVATORY. WINE TA6rII•IG
2,315.90 - 1,261.2 CU. FT = 1,106.1 GU, FT \ / LEACHING POOLS (NO FOOD/CATERING)
1,1063 /66.42 = 16.1 L.F. REQ'D. VV50LID CAST IRON COVER- 23865 GPD / 1.5 (SAL/5FJ17
AL/SF = 159.1 517. SIDE WALL REQ'D. 5 6NGG = 5 GAL, x 90 OCL,. = 450 GPD. DRAWN: B.J.A.
PROVIDE.. (2) 10'0 POOLS a T EFF. DEPTH = IS LF. > LISA ok � d\l NEW STORM DRAINAGE POOL PROPOSED TOTAL, 1021 6PD 159.1517 /314 5F/FT = 5.045 LF-10'-0' 0 REaV. .
/ W/GA5T IRON GRADE. TOTAL LEACHING POOLS REOV.. 56 LF. PROPOSED ADDITIONAL FLOW. 415.8 GPD. �I OF 6)
0
AREA "C" - EXIST DRIVEWAY t LO612I146: (EXISTING LEACHING SYSTEM CAN SUPPORT MORE PROVIDED (EXISTING). CONT. NO. 3109
TOTAL PROP. PAVED AREA. 12,304 517. x LO x .161 = 2054,16 G.J. FT. THAN THE REQUIRED 50% FUTURE EXPANSION PROPOSED TOTAI. FLOW, 1519.1 GPD,
SANITARY LINE (2) e'-0"0 x 6'-O" OF. LEACHING POOLS = 12 LF. CH80 GPD. < 2,160 6PD, ok
EXIST. POOLS. (5) b'0 a 10' EFF. DEPTH = 50 LF. 50 x 42.24 = 2)12 W. FT > 2005476 Cu. FT. ok (EXISTING SANITARY SYSTEM GAN SUPPORT PROPOSED EXTEN510W #-J
I I 9 I
__ I
-.�__ r -
" I I
_..�-• _—
°YRU9
_ _ �y
W�\ ----- I tJYL0
Ny3!'t0' 1J STRAP OR
t I I -REINFORCED RUBBER HOSE
SECURED ABOVE FIRST BRANCH
6•PYRUS I � 1 112"SHREDDED CEDAR MULCH-
' -5RF
2SCID
i` _ - - v -31160AL 'TURNBUCKLE
PICEA _3AB 1 _ I2' \l
M0 AM.
6'PYRUe � 12' TOP OF ROOT BALL TO BE
ILLED
_
y WN 3CHP- GLFOITSIA I
CEDAR OR 4
_LA j
t! "• I�i NATURAL CEDAR STAKES / /
PyRUS
X - -- - GiFDU6IA
6'PYRU9 6PYRU3 (2 PER TREE) � �, --FLUSH WITH GRADE,ROOT
X - - � 1
k_
i '� • 7 _ _ MS I" _ DRIVE SI LAKES AT ANGLE FLARE SHALL BE VISIBLE
OPTIONAL PRIVET \
19• BGrcF d I RrmoeB,ITYP 1 AND DRAW VERTICAL WITH _ A
L WIRE 10 CREATE TENSION \
r QUERCUS v �' 2"x RE 90"CEDAR STAKE AT A 45
\ I 12 �S/_yXIJ -DEGREE ANGLE(3 PER TREE)
oDEs�XN TE G. ctun-ua '� 1 - AFTER ONEY ) _
TRAp
L A W N ADDITION + 1�.
OU'Y 'pryl7 fSq r
10-
6' us ID .q _ 1 I ANY SAUCER(REMOVE \
m RL, PROPOSED _
� WEEPING WH17E PIN \ —f EAR \
6•PYR USP -BACKFILL BUIL
I ` ceDlxus
T —
--r _ WATER CONDITIONS 70-
-- t_ Pnuo I _ REPORT ANY SUBSOIL � �" �
_ _ LA PRIORTOANY PLANT NOTES:
INSTALLATION
600 C
\ \! 0• SCEP-k,�V I 5CHP- Il - - I1 � I _ - -WONOT UNDED TREE TREE OTE
LVWS- , � !
-WOUNDED TREE WILL NOT BE
1 liI /
tiu y" it r 1 I ^( �- ACCEPTED
M1XE0 BHRUBS I ' IA i � I � 3 JV �1"PRUNU
1 { ) I ter..--x-17 - DO R NOT PRUNE TREE UNLESS
PERENNIAL �I X JL II DIRECTED BY LA
.,,
PLANTING,AT SIGN � ' I � � BPO � L
1 o�. �� ONLY
3SET ROOT BALL ON 0PAH ' - �- I j
- S
_ IN WINDY EXPOSED CONDITIONS
1'. _ FIRM,UNDISTURBED- 3 x BALL WIDTH MIN -CONTRACTOR RESPONSIBLE FOR
STRAIGf ITENING TREE THROUGH THE
supcRADE
TREE BALL TO MEET GUARANTEE PERIOD.(VERIFY W I L A.)
¢I
PLNu _ Y ----_ I OR EXCEED A.A N.STANDARDS IICOVER
E%IINO AREA (REMOVE AFTER ONE YEAR
E% FLAG � -I�
�� � BUILDING
"CLE)
__ -
I r � � 1/� TREE PLANTING DETAIL
d -JARS � \ S'MALLS I ' I I I II \ FOR TREES UP TO 6"CALIPER NTS
1 1 eNPRC.115 � 1 10 A
\
N
j —
UDE
A L"MALW I � JIUMPERl19 TIhIU A,UG 9NGS TO LTRUM,
-'1 ,, FOPSYPWL SYRINGA,
_ 1^ •� i'MnWS "1E@J. \ - 1 HEMEROCALI IS,ILEY,ANOVITEX
13' SMALUs z I� - +I A _ J-I 1
N `O PERr'IlS �_ - -
--------------
-- ------ ----
-_ - - -
_ 1 l -—TOP OF ROOT BALL TO BE
LINEA
I tTICEA s CAC - _ -I 1 V2"SHREDDED CEDAR MULCFH-
P1CLa J _ _ _ _ - 'I FLARE SHOULD BE VISIBLE
I� `_ /`\ BACKFILL SOIL ` FLUSH WITH GRADE,ROOT
2-`
} Er -
\
QUERCUS \ _ EXISTING REPORT ANY SUBSOIL WATER��_ ,� I BUILDING CONDITIONS IOLA PRIOR Tu _
PLANT INSTALLATION
I 3XBALL WIDTH MIN -SET ROOT BALL ON FIRM
�- - --------- MEET
O MEET UNOIS PUREED SUBOHADE
PT -
SHRUB BALL T
_ f-- OR FYCFFQ A^ P! STANDARDS
�•'� .m �� �� �J
__
. ; F, SHRUB PLANTING DETAIL
QUERCUS 5-MALLS
NTS
SMALLS
+,QUERCUS
007 0,
uVOU
O
-SET PLANTS ATA 45 DEGREE
SPACINGAS
ECT PER
LANDSCAPE ARCHIL ANGLE INTO GROUND ALL
S 29'S0'20•E -
22905, r�01 PLANTS TO BE PLACED IN
THE SAME DIRECTION
b 1 11"2"SHREDDED BARK MULCH-
N� ` 1 r - WORK SOIL TOA 12-MIN
UALIFILL 601LAS 'I I - DEPTH INCORPORATE
1 / AMENUMENI S AS SPECIFIED
SPECIFIED BV LA.)- � BY LANDSCAPE ARCHITECT
EOCEOLWETIgNOS
Z
UY PECOWC S'UHVFpORs , - :a.: .'R - /�'('J - ry
1
n _ _
v 1
� ) GROUND COVER PLANTING DETAIL
NTS
J
PLANT NOTES;
1. ALL PLANT MATERIALS SHALL BE NURSERY GROWN AND CONFORM TO A n N '\ i
"AMERICAN STANDARDS FOR NURSERY STOCK"
i
2. THE CONTRACT'OR SHALL FAMILIARIZE HIMMEHSELF WI I H LUCA I ION OF
MECHANICAL EQUIPMENT AND UTILITIES,EXISTING OR PROPOSED,IN THE AREAS APPROVED By
TO BE PLANTED.
3. VERIFY ALL GRADES,DIMENSIONS,AND EXISTING CONDITIONS AND REPORT ANY ` i- i PLANNING BOARD
DISCREPANCIES TO THE.IANDSCAPE ARCHITECT
TOWN OF SOUTHOLD
F STAKE OUT LOCATION OF NEW PLANTS AND OBTAIN APPROVAL BY THE `
LANDSCAPE ARCHITECT BEFORE PROCEEDING WITH THE WORK. '1 DATE
5. PLANT MATERIAL SHALL BE SUBJECT TO THE INSPECTION AND APPROVAL OF THE -
LALEGEND
NOSCAPEARCHITECIAI rHENUHSEHYANDAI THE SIZE tlEFGHE PLANTING IS \ -�
BEGUN.
ILA yJ.
6. ALL PLANT BEDS AND TREE SAUCERS SHALL RECEIVE 2"OF SHREDDED CEDAR _F PROPOSED NEW PLAN FINDSBARK MULCH. __� -�
;J EYISTING THEE TO BE REMOVED 1 - PLAIT LIST
7. ALTERNATELY SPACE(-STAGGER-)PLANTS IN BEDS UNLESS OTHERWISE NOTED. ' i I \3JI
0 EXISTING TREE TO REMAIN QUANTITY SYMBOL BOTANICAL NAME COMMON NAME SIZC
1\
B. SCARIFY ROOT BALLS REMOVED FROM CONrAiNLR GROWN SOCK PRIOR IO \ �-
PLANTING. Y� EXISTING TREE TO BE TRANSPLANTED
9. NO PLASTIC,NDN-ROT BUkAPOR TWINE SHALL BE USED ON IHtSJOB (Erin EXISTING CONTOUR ` - - � 3 AB AmaiancNor'Aulumn BIIIIIancEI Shadblow 7611gt. \
10. EXISTING PLANT MATERIALS BO INDICATED TO REMAIN AND BE PROTECTED 3 ARS Acer m6rum'Red Sunset' Red Maple 2-2112" cat
LANDSCAPE DEVELOPMENT 1"=4G'-0"
WHICH ARE INJURED OR DESTROYED DURING CONSTRUCTION SHALL BE 5 CAC Carpinus carolimana American Hornbeam 2-21/2" cal.
REPLACED BY THE CONTRACTOR AND SHALL BE OF THE SAME SIZE AND VARIETY
AS THQSE DESTROYED OR DAMAGED, b CFP Cercis canadensis'Forest Pansy' 'Forest Pansy" Redbud 6-7'hgt
PLANTING PLAN
it. 140 EXISTING TREES ARE TO BE REMOVED UNLESS AS NOTED ON THE DRAWINGS 8 CHP Cephalotexus harringtonia'Prostrala' Japanese Plum Yew 2gal.
AND APPROVED BY THE LANOSCAPEARCHITECTAND OWNER IRRIGATION NOTES
625 CID Carex'Ice Dance' Sedge , gal.
12. NO SUBSTITUTIONS TO BE MADE WITHOUTWRITTEN APPROVAL BY THE 1 ALL PLANTINGS ARE TO BE IRRIGATED WITH AUTOMATIC ELECTRIC UNDERGROUND OSPREY'S
C Q n RA N w
T,
LANDSCAPE ARCHITECT, IHHIGARON SYSI EM USING ONE OR AUOMBINAIION OF (HIB FULLIIWINb 5 CKF Calamagrostls'Karl Foerster Feather Reed Grass 1gal. 3��PRGY,�7 iJ�lYl'iY��iS I�BCGniC, NewYork
13; ALL PLANT PITS TO BE BACKFILLED WITH 2 PARTS EXCAVATED TOPSOIL MIXED -TORO 570MIST HEADS 1300SERIES ROTARIES BIR EQUAL) 1 HD Hibiscus syriacus 'Diana' _ Rose of Sharon 34hgt. SECTION: 75 BLOCK: 01 LOT: 20.1 & 20.2
- WITH ONE PART COMPOST ADD BIOSTIMULANT(PANTHEALTH CARE INC -BIO -NATAFIM DRIP TUBING(OR EQUAL) 3JV Jumperus virginiana Eastern Redcedar 6-Thgl.
PAIL,ROOTSAVER OR EQUAL)AS PER MANUFACTURER'S RECOMMENDATIONS
SUBMIT SOURCE OF COMPOST AND BIOSTIMULANT PRODUCT FOR APPROVAL BY 2 CONTRACTOR In TO SUPPLY AND IN STAT L RJ ORE S"s PGP It ICL II DI NG II iE _
LA. ' NOTES 1 MS Magnolia slellata Star Magnolia 3A'hgl. Richard W. Gibney - R L A ISA
FOLLOWING ITEMS ��EOU+NDSC,gpF�
W
14. ALLPANI'MAIERIAL'10BECUAHANTEEDFORIYEARFHOMUAIEOF 'HANOIE POIALCGNTROLAUIGMAHC LMER(OR EQUAL) 1 IHISDRAWING ISAN INSTRUMENTOF SERVICE RENDERED TOTHE CLIENT FOR THE PURPOSE OF COST 30 PAH Penniaetum alOpecuroides'Hameln' Dwarf Fountain Grass _ Igal. Landscape Architect/Ciartt)fed Arborist W5�\Gap$D GJBy gym
INSTALLATION AND WRITTEN ACCEPTANCE BY LANDSCAPE ARCHITECT -MINI-CLICK RAIN SENSOR(OR EQUAL) ESTIMATES AND GENERAL PLANT LAYOUT IT IS NOT FOR CONSTRUCTION, ALL WORK TO CONFORM TO Sand Cher 3A' h t. TF1 Project No G4205
-VALVE BOX(FDR SYSTEM ACCESS) STATE AND LOCAL CODES CONTRACTOR RESPONSIBLE FOR WORKMANSHIP AND WARRANTIES 3 PC Prunus cistana Cherry 9 t A
16. IFANYDISGREPANCY EXISTS BETWEEN PANANOPLANT LIST,PLAN SHALL -MANUAL SHUT OFF AND BRASS WINTERIZING PH HNG(SI PO BOX 371
GOVERN, BACKFLOW PREVENnoN DEVICE 5 RF Rosa The Fairy Shrub Rose 2 gal' WadingRiver, New York 11792-0371 * * rawmg No: PL-032306
2 BASE INFORMATION FROM SURVEY BYPECONIC SURVEVORS.PG DATED 01-31-96 PROVIDED BY
1GCHITECT 5 \JPS Viburnum plicetum'Watanabei or'Summar Snow+ Dwarf 3gal.
16. EXISTING TREES NOT INTERFERING WITH NEW CONSTRUCTION AND IN GOOD 3, ALL WORK IS TO CONFORM WITH APPLICABLE CODES ALL ORDINANC6n _ _ _ 631929
HEALTH SHALL REMAIN CONTRACTOR IS TO PROVIDE ONE YEAR GUARANI HE OF EN I IRE SYSTEM 631 929 0054 0.54 Fax Da[B ISSBCC
�!- G3, }.Olo
7F N V '