HomeMy WebLinkAbout1000-6.-6-20.7 ,VENUE V
\ Fox a
4" ROLLED PROCESSED GRAVEL 1-112" CLASS 11 LB
7" CRUSHED STONE
elruMlon ND
\ 3" ROLLED 1/2" STONE WIDE x E DEEP Foo ci 0
1-1/2" BINDER COURSE ALONG OUTER EDGE T U ED Q
NSF % R-80 v��� CO ED
PAULA PENDERGAST / / 08 °�� R-40 cU w
N 'VACANT LAND" , ///
ZONE R-80' COMPACTED GRAVEL SUBBASE coro,6E ---
\ B" PROCESS GRAVEL BASE � R-80
GRAVEL SURFACE 2' BANK-RUN GRAVEL SUBBASE °� 1
NOT TO SCALE Go MI
BITUMINOUS CCoSCALE
ONCRETE PAVEMEN
NT m a Do
SITE R 40 °
"SECURE TO 1 1/2m W 14,00 - I
F " D u
N
/ GALVANIZED STEEL POST -
T L..
'. r
MARY T GOSSAND" / � , , , , ❑ WITH (z) 1/4" m
;�' GALVANIZED DOLTS �+
'VACANT LAND'S / / >
HANDICAPPED a 5
/ PARKING (1 TOP, 1 BOTTOM)
ZONE R-40 �. R-8O J�
STATE PERMIT EV BEpUIflD] 5 FI ��I■I u A"I
WLLB IN
VIOLATORS D
E F E 5'-0" TO GRADE SURFACE COURSE- AyEIyJ
APPROXIMATE WETLANDS �-t- N
PER MAP REFERENCE BITUMINOUS CONCRETE, WEST
HANDICAPPED PARKING SIGN CLASS 2 wa' HARBOR
CNg'L OOF,` \ �. I NOT TO SCALE 1-/2" 1
Ngo• B>✓ RISE /E PER FT. OR O�
AS DIRECTED INCREASE TO 3" ON cD �r�. W
xm. III o COMMERCIAL DRIVEWAYS
2)-2"xz"X3' STAKES L.
Gu l SASE LOCATION MAP SCALE 1 "=400'
FILTER EACH BALE FILTER
FABRIC FABRIC E" DEPTH AFTER COMPACTION
POST PLACED IN TWO COURSES
C, / '/'
BITUMINOUS CONCRETE SIDEWALK
/ 1 COMPACTED \ NOT TO SCALE MAP REFERENCES
BACKFILL
sed / POLE ryo/ / / ) 1.) MINOR SUBDIVISION PLAN MADE FOR FISHERS ISLAND UTILITY COMPANY, : x
/ / / ANGLE 10' UP SLOPE
FOR STABILITY AND S T F NC BACKED INC., CENTRAL AVENUE & CRESCENT AVENUE, FISHERS ISLAND, NEW YORK, o
/� •/ �Po 9/ / / SELF CLEANING BY HNOT TO S BARRIER SCALE 1"=40' BY CHANDLER, PALMER & KING, NORWICH, CT, DATED: y y°
NOT To SCALE NOVEMBER 9, 1987 WITH ADDITIONS TO DEC. 6, 1996.
/
4E. GONG.
I','NT'N J a i PROVIDE PAVED /
ze'
qT ' PAVEMENT/ /`� HANDICAPPED / \ / NOTE
PAS
I I 'A / PARKING SPACE ^° \ `
I m l I & PAVED WALK
TO BUILDING \ ,y 8 �A�o� 5' rvLw CONCRETE WALK 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE Lyf
INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED V
R=e' //2 `//' " '/ R=B' 3't GRAss AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE _
PROVIDE 12QoLF SILT FENCE \ —T
BACKED M1YPM HAYBALES. so, PAVED APRON I OF THE ENGAGEMENT, �„y_
z MAW#JN TRROUGHOUlRI�� CONSTRUCTION. I \ •yy
C1 -ESTABLISH AS 'OMIT AF CLEARING AND \ \ -WS'Rt^ '`�qy PIAN VIEW 2.) IT IS A VIOLATION of THE STATE EDUCATION LAW FOR ANY PERSON, Q
It oo I / GROUND DISTURBANCE". \ a• Ay UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO
0 o I l \ \ N F s'�tf. IPNd� ALTER AN ITEM IN ANY WAY.
FISHERS ISLAND AIN s' Ld
F1L �k 3.) AT Y COPIES OF THIS SURVEY MARKED WITH THE NAND SURVEYOR'S Ld c
\ UTILITY CO., INC. �R SURFACE COURSE. E TO 'c' SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT W G
, PA CONCRETE, SURFACE TO BE-C
"LOAM, SEED k ' ° ° "I VACANT LAND" BAIC FINISHED WITH A PROV FLOAT OF THE LAND SURVEYOR. O O
\ r ll OR BY OTHER APPROVED MEANS
I \ v o ZONE R-80 CONSTRUCTION ENTRANCE 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND Z p
I I T^ 1_1/2" 5" CONCRETE I-1/z' g l.L r
I I DISTURBED AREAS _ NOT TO SCALE S. GEODETIC SURVEY TRIANGULATION STATION "PROS". a a w p�
• `\ PAVED I RISE 1/4" PER F00T O! D
ROADE 1 v _y, . TES" ' 5.) 54TF I5 'IN +HE"TOWNI OF SOUTHOLD, COUNTY OP"SIiFF'OLK TA'X' MAP- O d "-
ELECTRICAL SERVICE \ - .\/\/\/\/\ • I+zi...
O _ i // // // // 1000,' fLCTION 0006, BLOCK 6, LOT 20.7. w U'
i , I O °°° \ \ \ \ 8" GRAVEL BASE PAVED APRON = > W
I _ / LOCKING CASTING /\\/\\/\\j\\ a w F-- a O
PROPOSED UMTIS "^ 1 + / To GRACE PROPOSED GRACE \//\//\//\//�/\�/�. 8" IN DEPTH AFTER 6x6 10(m WELDED 6.) TOTAL AREA = 1.251 ACRES. O a J z V
pII1I OF CLEMING�� I x ' 5 + EENDCArvc YEMCE6 COMPACTION\//�\\ \ \\/�\\/�\\/ /�\,- TWO COURS COURSES WIRE M SH 7 ) SITE IS LOCATED IN ZONE R-80. j W W Z UI w
'1 III Mln. C CROSS SECTION B.) BASE FOR LEVELS: NGVD 1929. LwJ O. = IL.OJI Q
N78'1 4'00'W I I I "° 4 N z' MIN. nBovE INLET H = V
70'W II I O omLET INVERT z' M1N4 9,) OWNER: FISHERS ISLAND UTILITY CO., INC„ FISHERS ISLAND, NY 06390 N (0 w
/ JOINTS SPACED APPROXIMATELY 12' 0 N
CREATE GRASS SYlALEDIVIDED INTO RECTANGLES AS REOUIRED APPLICANT: ISLAND HEALTH PROJECT, INC, FISHERS ISLAND, NY 06390 Z LL
Iz I , I I / ALONG PROPERTY UNE 5" CONCRETE 10,) A DECLARATION OF COVENANTS AND RESTRICTION AFFECTING THE LOTS
o TO DIRECT STORM RAFRE REBUT ED
N �• 1 I `/ \ FLOW TO REAR OF LOT IF INLET PITCH EXCEEDS IN THIS SUBDIVISION DATED MAY 30, 1990 AS BEEN RECORDED
o >' 1 i/2' PER ILLI AL '=a— OFFICE OF THEN SUFFOLKCOUNTYCLERK INLIBER11078 PAGE 5114 THE
N/F �I: 1 ERVE ARFA1 `� 1 SSPKE Lj� -- SjNKE lSEtl TYPICAL DISTRIBUTION BDX o B" GRAVEL BASE JUNE 4, 1990, N Iw
MARY R. GOSS m ----_- ----------- --- -- PROVIDE 6- 8' DLA. X 4' DRY \` \
'VACANT LAND' I " ' 2 WELLS. CONNECT ROOF LEADERS. ) A DECLARATION OF COVENANTS AND RESTRICTIONS AFFECTING THE LOTS Q
�� - - '
$;�" {IT`M 1 PROVIDE BLOCKING AND CATCH BASIN TOPS VA�AAAiAA 'AA' 6x6 tD/1C WELDED IN THIS SUBDIVISION HAS BEEN FILED IN THE OFFICE OF THE SUFFOLK
ZONE R-4D 15' m 'Y; . ' "" AT FINISHED GRADE CONNECT DRY WELLS WIRE MESH COUNTY CLERK IN LIBER 11017 PAGE 58. O
W/ 6" SDR 35PVC (SEE DEVIL)- I ONCITUDINAL SECTION
i 5\ a ,$TOf3 ".$)11^IL1 SET INLET AND OUTLET INVERTS AT 12,) SITE IS TO BE SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE ry
I NV 15. I x iiI ELEV. 18.0 FINISHED GRADE
\; L ITMp) 55�Z�;,BE�REYI M'S) J DISPOSAL SYSTEM D COMPLIANCE WITH THE REQUIREMENTS OF THE
z - AFJ[� H� fFld S" CONCRETE SIDEWALK
I / . NOT To SCALE SUFFOLK COUNTY DEPARTMENT OF HEALTH. N m
BILI ' �d fi•II III KE 5Et1 O 2a" m Pa
a"m INLET 13.) LOT COVERAGE PROPOSED = 3.1%
4"0 10'_6•
N KNOCKOUT' INLET AND Z w
OUTLET n
o S]AkC I I', E PROVIDE OUTLET OPENINGS m
\ I 1 z6 IN
V. PORCH GRAVEL DRNEWAY li LOAM, SEED @ IJ 3 . C, '0 0 0 0 o SEPTIC SYSTEM DESIGN DATA Fo u z
PROVIDE m _ ` __ -166 ' f AND PARKING MULCH ALL LI � 0 0 0 0 0 0 0 0 0 iv Z P. o
10 LEACHING I L INV.-17.5 DISTURBED AREAS } -I B I—T RIBS INSIDE 1,700 SF 0 0.1 GAL/DAY/SF = 170 GALLONS (OFFICE) O LL o w
RINGS- s I - pR�O `OP I SINGLE FAMILY EQUIVALENT = 300 GAL/DAY (2 BEDROOMS)TT�
ED
(SEE DETAILHIGH SEASONAL GROUNDWATER
) > \ \ I` , 5\ p_g + m + RED LEACHING AREA: 470 GAL 5 GAL/DAY/SF = 314 SF o 3
+ REQUIRED GAL/DAY 1. V, o LL o
z
INV 15.75 TN �^ GALLONS/DAY/ACRE SEWAGE DISCHARGE = 750 GALLONSPROVI
P VFD
DEE —._® Nz _ —16- - — > a
{�\ w \ \ Wrw( PROVIDE PAVED LEACHING RING CROSS SECTION ALTERNATE DESIGN
£ ^' 1 v L z 20 ED
a � HANDICAPPED NOT To SCALE 1500 GALLON SEPTIC TANK o0 op o
PARKING SPACE EAST (10) 8'0 x 2' HIGH PRECAST CONCRETE LEACHING RINGS �I f
CONCRETE COVERS
J P. 2 'Wl M.N"ll'UI AIMMAIMMi
n, _ o o \ n
ROOrWM AREA = S PURGING
- z000 SF PLAN
, i� - MONUMENT FOUND (BROKEN) WALKS neo PAVEo PnaxING = lesO OF o 0 0
ELECTRIC SERVICE To \ �� \ 1 ET STHOLE DATA MAXIMUM ALLOWABLE SANITARY FLOW
BASEBALL FIELD � M PLE ( GRAVEL DN DR = nzs sr
3� \ PROVIT3E cc� -� ���— �� �/ RE b IS, = Meso SF x LG + nzs sr x 0 x z/+z = Ins CF COVER LOCKING CASTING PER MPP REFERENCE SITE IS 1.25 ACRES AND LIES IN GROUNDWATER z
ten— nls cF / Soso cr/vr > zz.z yr TO GRADE TO GRADE MANAGEMENT ZONE IV WHICH ALLOWS 600 GPD/ACRE
10 FT. EASEMENT 'a ( USE SIOO) - ev x A' DEEP oar VOLTS� IF DROP T r
zs MAPLE 1500 GALLON 24' \ IS USED FINISHED GRADE TH 2 MAXIMUM ALLOWABLE SANITARY FLOW =
TO BE RETAINED TO CRESCENT
_
NUT'j7 10'W _ _ '-" 16 6 O \=EPTIC TANK �� _la- _1 �C VMS a M PILL 571'DE1 D"E e E mD" gHIM6 x 686/6 c A.DRI MESH H 1EY 08"-3fi TOPSOIL 1.25 ACRES ® 600 GPD/ACRE = 750 GPD a v
BY Fl UTLTIY CD. _ _ \
100.00' , •, „ - e , ., Via— g ` — 155 D0 - ACT SAND o
90'�W'18 ,4 ":EY,ISTING. mLN E3C�€�SIbEWAL > -_
y 6' 36" 108"SCOMPL
1'27' • , � � � WATER ® 72" Q "
PROPOSED xOOF LEADER N
RESIDENCE LEE 3^ VT:NT_/" a• vENT� �ouTLET SOIL CLASSIFICATION PER ASTM D-2487-69- SP (POORLY GRADED SANDS n n
2 _ xEsmcy a
AND GRAVELLY SANDS, LITTLE OR NO FINES m m
CENTRAL AVENUyE co nrvucus HOT yw D
THE UNDERSIGNED,PUR9UANT'OSOU'I'HOLDTOWNCOD S[CI]ON o i o i
N 364,7.51555- / i � EXISTING 6" WATER MAIN 1 ,I ' ASPHALT SEAL LINES WRN ° IW2N(6 AORNOLEDOES THAT THE CONDITIONS OF THE SITE PLAN 0]
W 1811.87 i Z/ I�,x1 / PROVIDE CONSTRUCTION /TA OVERFLOW a' we FSP =FIND AN'ROYAL56TSA N CHE D.(SESCOOFAMSONMSOLU
fi^ PVC WVE
0/ 'v 4" SCHEDULE #ID 6° cAs c 3JL�T3pa�ARE ACCEPTED.(sEECONOtnONS ON RESOLUTION) O J
i 2 ENTRANCE (SEE DETAIL)_ INLET &+FRE o 0 o LL
_ 6' PVC Wi I LEMC70R '1 I—
PROVIDE_BRr60NC.-PAVING To LaxGTx MIN. 6'SOIL DONUT P N/F NOW OR FORMERLY PLEAs6ERprrNAM6 S'Ia:PNEAI l.• 1'1^AA rT¢ -5 w z z `i
C) ) FROM RAMP TO WALK / aLmcea AND CATCH e o o
",_OVER GarmEu
n _ ___ /BASIN GRATE TO GRADE TYP TYPICAL �/�L J� LALL__
RAIL FENCE �� 1e OTTER resew J MEENAH R-2535-T OR EQUAL 4' I-3" Y L^ /N v a m o o a=i u U
❑ ->7 D ❑ CROSS $ TION RETAINING WALL
❑ ❑ -ATHORI260 SIGNATURE T I)A
/ REMOVE 353 LF EXISTING CONCRETE WALK e^ Pvc sow 35 MPROVED BY
ATE; 09/02/2003
O PROVIDE PAVED APRON k NEW CONCRETE z°RENO '� m ° 0 0 m roAmJKENT DRY TIEIL 7500 GALLON - 7 COMPARTMENT -- BUILDING SETBACK LINE D
RAMPS FOR WALK (SEE DE`ALK A - 5- PDA 05M ° ® ® ° m SEPTIC TANK /YWYYIrYl EXISTING TREELINE TOWN OF SOUTHOLD PLANNING BOARD
REPAIR REMAINDER OF WALK AS NECESSARY- -2
AS DIRECTED BY THE TOWN ENGINEER. SLOPE As REOU m 0 e 0 o ,
m ® m ® 0 NOT i0 SCALE / GALE' 1 20
1^ST3,F GR m m —16 — EXISTING CONTOURS
0 0 m
QUALITY CONTROL CERTIFICATION PROVIDE WATER SERVICE SCREENED GRAVEL
w EXISTING WATER MAIN A DRlzeoslDNATuae m.TITLE oA
caouP REVIEWED DATE BENCHMARK IRON PIN m'
PROJECT MANAGER •n .o ELEVATION = 20.80 STORMWATFR DRYWEI i DETAL +O' 1-f`L PROPOSED LIMITS OF CLEd of three 3�se[5 from the date of approval s es fo[
SURVEY Nm TO SCALE W-- PROPOSED WATER SERVIC P ( 9YSHEET
ENVIRONMENTAL FDode section 101G•255. 10 0 20
CIVIL . $ •OS Zr GRAPHIC SCALE IN FEET 1 OF 1
PROPOSED CONTOURS
STRUCTURAL INV. = 16.0 PROPOSED INVERT ELEVATION
ARCHITECTURAL
FILE 34762
A,YEI4JE U
\\ 4" ROLLED PROCESSED GRAVEL 1-1/2" CUSS II
\
3" ROD /2" STONE F.
BITUMINOUS CONCRETE 1' CRUSHED STONE ✓✓CI,
LLE11' WIDE x 6" DEEP bO F.Q W U
1-1/2" BINDER COURSE ALONG OUTER EDGE L) O' bo
C.
5�5 GO 0
GO
\ PAULA PENDERGAST
,I \ 'VACANT LAND" e /\ COMPACTED GRAVEL SUBBASE '
�2ro
PROCESS GRAVEL BASE R�c6 Qp�� >y "aC p M
/ GRAVEL SURFACE 12" RANK-RUN GRAVEL SUBBASE S:
NOT TO SCALE
BITUMINOUS CONCRETE PAVEMENT yr o o roT7i
/
AN. NOT TO SCALE
NIF
MARY R. GOSS
_t41�1�1 y
VACANT LAND" C
SECURE TO 1 1/2" a
II�l1 a a
\
GALVANIZED STEEL POSTWITH �+
Y GALVANIZED 1BOLTS 5 J1 0
V HANDICAPPED (1 TOP( 1 BOTTOM) SURFACE COURSE- U D r—)
I�I■I '� ^
APPROXIMATE WERANDS PARKING BITUMINOUS CONCRETE, CoA, r1I NEST
PER MAP REFERENCE • STATE PERMI RECORD) 1./2. RISE ASS 2 /. AveNu A
ag7 00p' �� NOLAi0R5 J RISE %q^ PER FT. OR - �, z HARBOR
`� �� I PALL BE FINED AS DIRECTED
t ? INCREASE TO 3" ON
5'-0" TO GRADE
�/\ \ \ o COMMERCIAL DRIVEWAYS
S l
HANDICAPPED PARKING SIGN/j /\ x GRAVEL RASE P CJ
I LOCATION MAP SCALE 1 =400'
NOT TO SCALE PLACED N TWOCOURSES
N0 '
BITUMINOUS CONCRETE SIDEWAL
NOT K
LE
MAP REFERENC am
\\ P3 LF ry / // / LI FILTER —(EAeH BALE STAKES FILTER 1.) MINOR SUBDIVISION PLAN MADE FOR FISHERS ISLAND UTILITY COMPANY, N �1E
FABRIC FABRIC INC., CENTRAL AVENUE & CRESCENT AVENUE, FISHERS ISLAND, NEW YORK,
POsr SCALE 1"=40' BY CHANDLER, PALMER & KING, NORWICH, CT, DATED:
NOVEMBER 9, 1987 WITH ADDITIONS TO DEC. 6, 1996, m s
\ x / COMPACTED LL
VA�s'1. ro /�/ �, �/ •/ /V 6ACKDLL > MJJ
ANGLE 10' UP SLOPE 24' PROCESSED
FOR STABILITY AND SILT FENCE BACKED GRAVEL DRIVEWAY NOTE$ p
SELF CLEANING BY HAYBALE BARRIER 1
NOT TO SCALE 5' NEW caricRErE wnLK . 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE
//� \\ < INDICATED HEREON, ANY EXTENSION OF THE USE BEYOND THE PURPOSED
PROVIDE 120LF SILT FENCE I \ 3�TcrtAss AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE
PAVED APRON OF THE ENGAGEMENT.
i BACKED/WITH CONSTRUCTION. \ V
i--TMINTAN THROUGHOUT CONSTRUCTION. / \ PLAN VIEW
�, 'ao \ 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON,
I UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO Z
io o ' \, \
NSF ALTER AN ITEM IN ANY WAY. -1
m I 5'
�^ ° ° ° ^ ° ° ° " ° ° ° ° " " ' ° ° " " ' ° " • ° " ° ° \\ \ m FISHERS ISLAND 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S U U
SURFACE COURSE, CLASS "C"
UTILITY CO., INC. CONCRETE, SURFACE TO BE SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT W
'VACANT LAND" FINISHED WITH A WOOD FLOAT OF THE LAND SURVEYOR.
OR BY OTHER APPROVED MEANS O
I '.I 5" CONCRETE 1-1/2" 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND Z O
\ ` _ _ t-t/2 a" GEODETIC SURVEY TRIANGULATION STATION "PROS". g r W
PROVIDE / o ^
• e'gy p GRAVEL ERNE RISE 1/4" PER FOOT 0_ 0 1..1... W
ELECTRICAL dERVICE 5.) ITE IS IN THE TOWN OF SOUTHOLD, CC"N!TY OF SUFFOLK T,iX MAP p ; Z ZJ
// // / /� 1000. SECTION 0006, BLOCK 6, LOT 20.7. W
m I I �' �'y /�//j//j//j \ 8" GRAVEL BASE PAVED APRON a ¢ O W
PROPOSED LIMITS I
OF CLFARING�� 1s •sy. yya \\ \\ \\ \\ \\ \\ \ 6' w DEPTH AFTER 6x6 100 WELDED 6.) TOTAL AREA = 1.25t ACRES. 0 of
J Z
M Two COURSESCED WIRE MESH 7 ) SITE IS LOCATED IN ZONE R-80. - Z fn W
.) ; . cl 0" = L)
N7&14'001V� I I I / FlITFA Lp CROSS SECTION 8BASE FOR LEVELSNGVD 1929W W
722 I I / FABRID
JOINTS SPACED APPROXIMATELY 12' 9.) QWNER• FISHERS ISLAND UTILITY CO„ INC., FISHERS ISLAND, NY 06390 I= Q N Q
II.�DIVIDED INTO RECTANGLES AS REQUIRED APPLICANT. ISLAND HEALTH PROJECT, INC. FISHERS ISLAND, NY 06390 Z W
CONSTRUCTION ENTRANCE 5' CONCRE E 10.) A DECLARATION OF COVENANTS AND RESTRICTION AFFECTING THE LOTS (n
NOT TO SCALE O
1 1 1 __ __�__-______ _ _ „ IN Tt115 SUBDIVISION DATED MAY 30, 1990 HAS BEEN RECORDED IN THE
N F I ', _ a�AQN '�� OFFIT;E OF THE SUFFOLK COUNTY CLERK IN LIBER 11078 PAGE 514 ON (n a
GRAVEL BASE JUNE 4, 1990, O
MARY R. GOSS 1
VACANT LAND" \ / / / /\/�\/�\//\//\\/� / 11.) A DECLARATION OF COVENANTS AND RESTRICTIONS AFFECTING THE LOTS
15 i " i \\�\\ WRE 100 1H WELDED IN THIS SUBDIVISION HAS BEEN FILED IN THE OFFICE OF THE SUFFOLK
\ I ' COUNTY CLERK IN LIBER 11017 PAGE 58.
" ,. LONGITUDINAL SECTION
12.) SITE IS TO BE SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE
5" CONCRETE SIDEWALK DISPOSAL SYSTEM IN COMPLIANCE WITH THE REQUIREMENTS OF THE
1 NOT TO SCALE SUFFOLK COUNTY DEPARTMENT OF HEALTH.
� N
m 1
LOCKING 140 13.) LOT COVERAGE PROPOSED = 3.17 m
O
m 1 1 L � y19 g5 � TO GRADE PROPOSED GRACE
�
`PR
N \ I I Vm :]LV3- •.>H'VID ENOCaP TYPE
LEVELING C£NCES SC SYSTEM DESIGN DATA to z
160SMC
1,700 SF ® 0.1 GAL/DAY/SF = 170 GALLONS p v
I6.fi 1" NTN.ROVIDE PAVED AeovE InIET 1n
\ 150 -- 7. \ : OUTLET CUT
x' MIn. SINGLE FAMILY EQUIVALENT = '300 GAL/DAY - w
1\,0 HANDICAPPED O REQUIRED LEACHING AREA: 470 GAL/DAY / 1.5 GAL/DAY/SF = 314 N o
PARKIG SPACE v p —� KNOCKOUT INLET AND —
16-- OUTLET OPENINGS ALTERNATE DESIGN
Gr,FaE REouIREn 1500 GALLON SEPTIC TANK E
1 \ 1 '1400 GALLON PROVIDE IF INLET PITCH EICEEOS W
SEPTIC TALK GRAVEL. DRNEWAY Vz' PER FOOT RIBS INSIDE (10) 8'0 x 2' HIGH PRECAST CONCR E LEAD G RI S o
AND PARKING �+ N
20 mE
TYPICAL DISTRIBI ON BOX _
17
1 NOi TO SCALE N Off
+ l
PER MAP REFERENCE o 0
ELECTRIC SERVICE TO \ r MONUMENT FOUND (BROKEN) IMiOLE DATA
BASEBALL FIELD -� If' Mc _i
\ z
36" (Cl,L1MP �17� TTf#2
22 I MAPLC I l CJ /
\ Z Q 24 _ CAST 0"-18" TOPSOIL y
—'9� 1 —I CD1M� CONCRETE COVERS _ OF NEIN yo 5 TE OF NEW., ¢ i
-- -- - - wMP ACT SAND H
l _.s PUN W ® 72 0PP0 8 gOG91- pP sr F- 9 G
18" .56 SUBSOIL
186.4 is 6 C 36" 108" COMP y
• - • "EiNI TING, ESIb ANAL WATER V a N Q;°� gOLs ¢
• " w COVER LOCKING CASTINGTO
rsd._ I m
IP ROP E'T' FINISHED GRADE GRADE 4 'I ipl`A',CN O n
IS USED =.,. AL. JI
N 3647.55 / �� CENTRAL AVENU�F EXISTING 6" WATER MAIN �1 s CHIMNEY O N o i o i o
2/ / 1y�— 4 x 4 12.6/12.6 A. WI E MESH Fq, . 04952 �i off, 36a F ry ¢ tt w
W 181 1.87 /] I �Ri� z0/ _/ Y 6 x 6 6 6 G pIR MESH `r s N f Nn n o g ``�
FINISHED GRADE 20" / I Ff:FTI)2 P S s
�6 LAND FOP � O F o o
\ �— �� N/F NOW OR FORMERLY AOFf5SI0NPv -> w z z s
u�i — 24" INLET 3- VENT s, vETR� OUTLET �- o o �' w 00 w
/ O — -p E E RAIL FENCE —'16 6" 4"O INLET UWID 1EVEL TYP TYPICAL C_ GG o u w
F D E T OUTLET ASPHALT SE Nor RETAINING WALL
q ASPHALT SEAT uNE° IHIH
� REIAOVE 35t LF EXISTING CONCRETE WALK s � LL � � � I „�• PVL DATE: 09/02/2 03
PROVIDE WATER SERVICE PROVIDE PAVED APRON & NEW CONCRETE Tv A v o o '0 0 0 o v + NLrr H6EnrvLe p4O AIT 'a �- BUILDING SETBACK INE
L
RAMPS FOR WAIL( (SEE DETAL) v o 0 0 0 0 0' o v -`mF j °EFl�°1°R rY-Y- YVWN EXISTING TREELINE SCALE: 1 " = 20'
QUALITY CONTROL CERTIFICATION -16--- EXISTING CONTOURS
GROUP REVIEWED DATE BENCHMARK IRON PIN ) HIGH SEASONAL GROUNDWATER CROSS SECTION W- EXISTING WATER MAIN
PROJECT-MANAGER ui15 .5'. ELEVATION = 20.80 1500 GALLON - 2 COMPARTMENT fW�/1.•n PROPOSED LIMITS OF CLEARING SHEET
SURVEY °"• ' 6" ` LEACHING RING CROSS SECTION SEPTIC TANK W-- PROPOSED WATER SERVICE
ENVIRONMENTAL
CIVIL TLI j.� NOT TO SCALE NOT TO SCALE 20 IO 0 1 OF q
I
16 — PROPOSED CONTOURS GRAPHIC SCALE IN FEET
slrsucTORAL
ARCHRECTURAL
FILE 34762
FO% b
\\ 4" ROLLED PROCESSED GRAVEL 1-1/2" cuss II a" NE F, �+
BITUMINOUS CONCRETE 1" CRUSHED STONE �^ O No 'N
\ 3" ROLLED 1/2" STONE 1' WIDE X 6" DEEP F.U DO u '1
1-1/2" BINDER COURSE ALONG OUTER EDGE •� U to Q)
b
CPO
NIF
\ PAULA PENDERGAST / � E�
\ 'VACANT LAND" �� COMPACTED GRAVEL SUBBASE mo wrn eP�E P r b
6" PROCESS GRAVEL BASE pO�G o 9 3 4,
GRAVEL SURFACE tz^ BANK-RUN GRAVEL suseasE �(`,'p a
NOT TO SCALE 9P` i CME, GGO
o ro
\ / Ns�AA � BITUMINOUS NGcONcCREfE PAVEMENT SCALEp Q U o
/ ! /
UP-
SIM+
NIF v^ Cy4k�c � � 14,00 �
MARY R. LOSS
'VACANT LAND" ` � o I�r� E5 D
H
\ SECURE TD 1 1/2" 0
GALVANIZED STEEL POST
WITH (2) 1/4" 0
HANDICAPPED GALVANIZED BOLTS W
(1 TOP, 1 BOTTOM) SURFACE COURSE-
APPROXIMATE
OURSEAPPROXIMATE WETLANDS PAANINC BITUMINOUS CONCRETE.
PER MAP REFERENCE t CLASS 2 t 1/ WEST
AVENUE
SIATE PRAAEp11AED
VIOLATORS
1 2"
ORS 2" RISE / PER FT. OR ' > fi
WILL BE FINED 'i, AS DIRECTED - ry HAR$OR
INCREASE TO 3" ON
5'-0" TO GRADE / / o COMMERCIAL DRIVEWAYS
\
HANDICAPPED PARKING SIGN y�•�' yj��%i\ � GRAVEL &4SE P . UI
I LOCATION MAP SCALE 1 "=400
NOT TO SCALE B" DEPTH AFTER COMPACTION
PLACED IN TWO COURSES
BITUMINOUS CONCRETE SIDEWALK _
NOT TO SCALE I(73y
MAP (tFFFRENCFC ,� Jg¢ /✓y
d' * POLE / 1 2 -2•x2"XT STAKES
FILTER O FILTER 1,) MINOR SUBDIVISION PLAN MADE FOR FISHERS ISLAND UTILITY COMPANY, m '
FABRIC EACH BALE FABRIC rT'�r
s / / INC., CENTRAL AVENUE & CRESCENT AVENUE, FISHERS ISLAND, NEW YORK, a o rs 'Til, I
•`.\\� o-e / / / POST
SCALE 1"=40' BY CHANDLER, PALMER k KING, NORWICH, CT, DATED: : ad •(l J o
NOVEMBER 9, 1987 WITH ADDITIONS TO DEC. 6, 1996.
\yA ry;4 /J/ �. �/ ♦�//// �/ COMPALL \
FD / • `ASAP ��
r!�✓ / / / /
ANGLE 24' PROCESSED
PROVIDE PAVED /6 STABILITY AND SILT FENCE BACKED GRAVEL DRlv6wav
FOR UP SLOPE NOTE
HANDICAPPED S
/ SELF CLEANING BY HAYgeI F BARRIER 1 _
PARKING SPACE � \ � 8 NOT To SCALE �yf
/ TO GUIDING \ s' NEW CONCRETE WnLK . INDICATED HEREON.WAS
YREXTENSIONO OF THE P USE BEYONDTHEPURPOSE
m \ T `R=6' / `/ / R'e' Tt GRASS AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE U
^ PROVIDE 124LF SILT FENCE PAVED APRON f OF THE ENGAGEMENT, LL_
IICKED4LI
- NTAM MNTHROUGHOUT/ CONSTRUCTION'ITH RMAYBALES.. \\ \ PLAN VIEW 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON,
o
\ UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO Q
'o o —5.- ALTER AN ITEM IN ANY WAV. L1..1
IT I I �" \ CO R BY OTHER APPROVED MEANSOF THE LAND SURVEYOR, L EMBOSSED OR INK SEAL ARE THE PRODUCT
' ° ° • , • ° . . , \ m 3.) OIILY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S 0
\ • ' • ° ° • ° ° • ' ° • " ° " " " ° FISHERS ISLAND U.S. onsr AND CC
I \ � SURFACE COURSE, CLASS "C" G
u � UTILITY CO., INC. CONCRETE, SURFACE TO BE SIGNA'URE AND AN ORIGINAL W
n FINISHED WITH A WOOD FLOAT Q
"VACANT LAND" D Q Y =
N'' o 4.) COORDINATE DISTANCES ARE MEASURED FROM Z O
I ° \ t-t/z' S' CONCRETE 1'1/2" 3" GEODETIC SURVEY TRIANGULATION STATION "PROS". g W > y
I
PROVIDE I •°. _ — �4GRAVEL DRIVE — RISE 1/4" PER FOOT d K D 2 ACJ
ELECTRICAL SERVICE + ¢� ,\/\\/\\/�/�.'. 5.) S'""E IS IN THE TOWN OF SOUTHOLD, COUNTY 017 SUFFOLK TAX MAP F- C) w Gi
Z
1000, SECTION 0006, BLOCK 6, LOT 20.7. L,,1 = LU w
m PROPDSEDI LIMITS P/ �/ ��/y \/�/\\//\\/I a" GRAVEL BASEPAVED APRON a p Q Q
OF CLEARING 1s +s ��� \\�\�\\�\\�\\\\\\\ a" w DEPTH
7AEK6.6EII°M�so wELOEo 6J TCTAL AREA = 1.25t ACRES. c J Z V
II I I 1sr� \ uM �\�/�\//�\//�\\/�\\/\\ COMPACTION TWCOURs SLED 7•) SITE IS LOCATED IN ZON R-8D. ���->z w U/ w
\`may`(' 11ININ 8.) BASE FOR L S: NGVD 1929. a = U D Q
N7614'00I I / l ✓4 CROSS SECTION
W w
7.22 r II I I / 4 PIR FA 9.) OWNER: FISHERS IS D UTILITY CO., INC., FISHERS I NO, NY 06390 F- X: U)
"'CIC JOINTS SPACED APPROXIMATELY 12' In W
CONSTRUCTION ENTRANCE ONIDED INTO RECTANGLES AS REQUIRED APPLICANT: ISLAND HEALT ROJECT, INC. FISHERS IS D, NY 06390 Z
NOT TO SCALE 5" CONCRETE 10.) A DECLARATION OF COVENA AND RESTRICT) AFFECTING THE LOTS
IN THIS SUBDIVISION DATED MAY 30, 990 HAS B N RECORDED IN THE Q
v-1 -. -- " �-f-:L OFFICE OF THE SUFFOLK COUNTY CLER N LIB 11078 PAGE 514 ON N w
NIF I1\ 1 I\ o e" cftavEL BASE I JUNE 4, 1990. N
MARY R. GOSS rt :i 2'--- --- - -- / / / / / / / / / /'
"VACANT LAND" - 20 /\ \ \ \\ \ \\ \ / ) A DECLARATION OF COVENANTS AND R TRICTI AFFECTING THE LOTS Q
16 m 1 , .aa I \\/\\ WIRE 100 10 WELDED IN THIS SUBDIVISION HAS BEEN FILED IN i E OFFICE 0 E SUFFOLK a
M SITCOUNTY CLERK IN LIBER 11017 PAGE 58 Q
_ LONGITUDINAL SECTION
\ \ .� ( 12.) STE IS TO BE SERVICED BY MUNI )PAL WA ND ON SITE SEW
' ( I DISPOSAL SYSTEM IN COMPLIANCE WIT THE RE I AEN OF THE
? 1 I - .-' 1 AN(AC`�HQM FF S" CONCRETE SIDEWALK SUFFOLK COUNTY DEPARTMENT OF H LTH. 1
NOT TO SCALE
LOC ING GSTING 13.) LOT COVERAGE PROPOSED = .1% p
r0 GRADE PROPOSED GRADE
PROVIDE
E PORCH \ GRAVEL DRIVEWAY MELTINS. ENUCAPG
TRE 0
IfVELING OENLES N O W
CFOI'If. SYSTEM DESIGN DATA �
AND PARKING Z ff
m 1 b
ns �; MIN. r � NLEr 1,700 SF ® 0.1 GAL/DAY/SF = 170 GALLONS p N
z
150 -- \ EUTL❑ INNEI
T T MIN SINGLE FAMILY EQUIVALENT = 300 GAL/DAY _ o
0 tD'-6" REQUIRED LEACHING AREA: 470 GAL/DAY / 1.5 GAL/OAY/SF = 314 SF < o 0
z r w
PROVIDE ��`_ ' iN — 1 KNOCKOUT INLET AND - ❑
PAVED -® AZ 1B OUTLET DPEwrvcs ALTERNATE DESIGN p
1V� PROVIDE PAVED BAFFLE REQUIRED 1500 GALLON SEPTIC TANK
D \ \ "'—F-� IF INLET PITCH EXCEEDS
I\ I HANDICAPPED ,/Y PER Four RIBS INSIDE (10) E'0 x Y HIGH PRECAST CONCRETE LEACHING RINGS w a o 0
PARKING SPACE � o
k M
OR N .i'it d,5 -' _ TYPICAL NOT
TO SCALE BOX °j + o + 0 0
\ \ A - n Nar ro scALs \ 0 0
ELECTRIC SERVICE TO ' \ /-r / p (. MONUMENT FOUND (BROKEN) N PER MMAPTEM
�REFERENCE
BASEBALL FIELD ��\ �\
22 MAPLE 1500 GALLON \
\ Z� O SEPTIC TANK 24 ( 0' H2
C MAPLE CAST 0"-18' TOPSOIL 5
UA4L' MAPLe � CONCRETE COVER
C s 18"-36" SUBSOIL
_ - A - •, 6.4 -. - _ -- cwMP - _ 36"-108" COMPACT SAND
iB is
Z.
r. ^I "}�-:- 1_«�-.1 s.. n •xS G° �� WATER ® 72" tr ~ a
-�T. • -✓ ;•. -, E TIN C ' EiE SID WAC • i o z ¢ =
• Pw;:`. - - W-� W _ TO VGRACE TOCGING RADEG43TING
�- \ IF DROP 'T' o
IS USED FINISHED GRADE °� DO
CENTRAL AVENUE EXISTING 6" WATER MAIN _1 CHIMNEY
N 3647.$5 i _ _ m N
i / 4 x 4 12 6/12.6 A. WI E MESH J
W 1811.87 /11 ,q1' /19 6 x 6 6 6 G WIR MESH =
FINISHED GRADE x 20" / ZO, jEGENLI (�
N/F NOW OR FORMERLY M� Of W'
m n. 1 6" O F. 0 C,
ILL
In 24" 3' ww T vENF OUTLET Z m 4
RAIL FENCE �— INLET LIQUID IEVEL'^ J �]
—I B- 4'1 INLET TYP TYPICAL
❑ ❑ _ 6^ a m o a v v LL
/ / ❑ ❑ r 40 • CONTINUOUS HET '
OUTLET qy ❑ RETAINING WALL
O REMOVE 353 LF EXISTING CONCRETE WALK ; ; N .1 ASPHALT SEAL LMED mC DATE: 09/02/2003
/A' we BUILDING SETBACK LINE
PROVIDE PAVED APRON k NEW CONCRETE v o 0 0 0 0 o G 4• scxeouLE IbE w as a -
- / -- -- -- RAMPS FOR WALK (SEE DETAIL) N� n o v o 0 0 o a o v ro INLET eAFFiE , DEFLEcroR /YVYYYY EXISTING TREELINE1/n-J �J 9
/ o „NN A� — SCALE: 1 " = 20'
QUALITY CONTROL CERTIFICATION - M a' 4 - o 3 ---16--- EXISTING CONTOURS
PROVIDE WATER SERVICE /
GROUP REV) ED DATE I HIGH SEASONAL GROUNDWATER CROSS SECTION W- EXISTING WATER MAIN
BENCHMARK IRON PIN
PROJECT MANAGER Ff zl.tl•e J Ny ` ,I PROPOSED LIMITS OF CLEARI -� SHEET
ELEVATION = 20.80 T 500 GALLON — 2 COMPARTMENT
sursvEr F_t g, pa iFACHING RING CROSS_SECTION SEPTIC TANK w—_— PROPOSED WATER SERVICEsr /y o u s 20
ENVIRONMENTAL7"1
CML �SP� NOT EWE
NOT TO SCALE 16 PROPOSED CONTOURS 1 OF 1
�- G /�/�4 C/ GRAPHIC SCALE IN FEET
STRUCTURAL
ARCHITECTURALA� __ /G
FILE J4762 wA
i
A�EK�E U
\ VGA
4" ROLLED PROCESSED GRAVEL 1-1/2" CLASS II Lp t` ❑
BRUMINOUS CONCRETE 1" CRUSHED STONE LEI p LT
\ 3" [ROLLED 1/2" STONE 1' WIDE x 6" DEEP 1/ H Go 0 K1
/z 1-1/2 BINDER COURSE ALONG OUTER EDGE 1 ` •� U o � QJ
NIF
\ s
PAULA PENDERGAST dO e ) R-$0 R-40 •�
'VACANT LAND" / � ° -tv ,Z° w q
\ ZONE R-80' // / COMPACTED GRAVEL SUBBASE co MEA -k o / v
/ ��/� / 6" PROCESS GRAVEL BASE �PO O R-UO `�O 3 m 9 ry - o
GRAVEL SURFACE 12" BANK-RUN GRAVEL SUBBASE p Z F� 'T9 R W1
/ / / NOT TO SCALE „p•' W O Opp Fy
� �� BITUMINOUS CONCRETE PAVEMENT �' a � •� a oro�+�{( m
/ AAa / NOT TO SCALE
/
SITE Y R 40
N/F �� �' '• I:c
SECURE TO 1 1/2" e 0WMARY R, GOSS / ///
/ "\> '" GALVANIZED STEEL POST '•�' 1 U m II
„VACANT LAND" WITH (2) I/4' S No
yyy GALVANIZED BOLTS
/ //,/. ' (1 TOP. 1 BOTTOM) R-o0 a
ZONE R-40 PARKING CJ o
J „
/i✓ / SfAiEyyIPIELRMA'oRgEOIIIAFD
R1LL0 BETFINED
1y, APPROXIMATE WETLANDS 5'-0" TO GRADE SURFACE COURSE-
F0 U
PER MM REFERENCE e7uMIN0U5 CONCRETE,
HANDICAPPED PARKING SIGN cuss 2 D WEST
TA0'f 000E' NOT TO SCALE � HAREIOR
A6 ' �a'✓ y " RISE t/4^ PER FT. OR
/�Ybg'9�/pOL 1 LL INCREASE TO 3" ON Gm `'
AS DIRECTED O W
y/,// 6y3• � ) " // / o COMMERCIAL DRIVEWAYS P YY
(2)-2"x2"X3' STAKES %" \i/�\i,\\� GRAVEL BASE LOCATION MAP SCALE 1 "=400'
FILTER EACH BAE FILTER
POS_IC FABRIC PLACED N TWOEPTH COURSES/// d31i
�15
\ BITUMINOUS CONCRETE SIDEWALK
/ ( COMPACTED NOT TO SCALE MAP REFERENCES
.ng430�' / / BACKFILL g./Jyj tiQ'
6.Ova � , POLE
_ r v ro� ANGLE t0' UP SLOPE 1.) MINOR SUBDIVISION PLAN MADE FOR FISHERS ISLAND UTILITY COMPANY, s i �„
/ l FOR STABILITY AND SILT FENCE BACKED INC., CENTRAL AVENUE & CRESCENT AVENUE, FISHERS ISLAND, NEW YORK,
\
SELL CLEAVING BY HNOT TO S BARRIER
NOT io SCALE SCALE 1"=40' BY CHANDLER, PALMER & KING, NORWICH, CT, DATED; SCA+ yDr cy
NOVEMBER 9, 1987 WITH ADDITIONS TO DEC. 6, 1996, b �%
PROVIDE PAVED
✓ I I / HANDICAPPED / \ / 24' BIT. GONG. ,
PARKING SPACE 6 PAVEMENT NOTES
I k PAVED WALK \ 1
TO BUILDING / \ 8 c,o� 5' ' ' NEW CONCRETE WALK " 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE Lv
\ T INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED
PROVIDE 12V0 SILT FENCE U
m BACKED NL�ITFi HAYBALES. AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE
// I PAVED APRON OF THE ENGAGEMENT. Ly,"
MAI !4N THROUGHO CONSTRUCTION. \
-ESTABLISH AS "LIMIT 9F CLEARING AND 2 � Tp I \ y
o � "s'y 'y4y PLAN VI E'N 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON,
GROUND DISTURBANCE". \ R2y�
10 m I / / 1- ALTER
ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO
\ \ N/F ''2y 0� ALTER 4N ITEM IN ANY WAY.
p' I " " " " " , " „ o " " " „ • \_\ m FISHERS ISLAND FlL �k �I�Id -51 3.) ONIY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S U W
\ u p UTILITY CO., INC. �eR P CONCRETE.
COURSE, cuss "c' SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT W
N L"I 'VACANT LAND" ADRC FINSHED WITH RA ACE TO BE WOOD FLOAT OF THE LAND SURVEYOR. Q
LOAM, SEED & M -`
o \ N o ZONE R-80 OR BY OTHER APPROVED MEANS Z O
p I ' CONSTRUCTION ENTRANCE 5" CONCRETE 1-I 2' 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND 0
DISTURBED AREAS - - \ 1-1/2 - - /
JI " ,\ NOT iD SCALE ' q' GEODETIC SURVEY TRIANGULATION STATION "PROS", g � Y
I PROVIDE �` ` _ _ - PAVED DRIVE RISE 1/4" PER FOOT D" D_
ELECTRICAL ERVICE ,r O L 1 '� '\ \ \ '\ '` -J! _ ` S.) SLTE IS IN THE MOWN C` SOUTHOLD, COUNT'.' OF-SUFFOLK TP.X MAP Z O
i \ A O I r////////\ 1000,` --ClCEC10N 0006, BLOCK 6, LOT 20.7. W W W
m PROPOSEDI LIMITS r^I 1 "" /' io alpnoe�Nc ppoposco cRnoE i%�\\//\\�\\�\\r •r s, 8" GRAVEL BASE /PAVED APRON a 0 a W
8" IN DEPTH AFTER
OF C ILEMING�� ' _- s Ei,"vEilxc DEetE CFs \\ \�\� \�\���\�\//\��/\b. NO TWO COURSES 7.)
wIRE 1MksM WELDED 7.) SIITE LIS AREA
OCATED IN ZONE R-80. j Z In w
" ' I O `It B.) BASE FOR LEVELS: NOVO 1929. O O. Z w u
N78'l 4'00"W� I +" ` MIN' 4' NLEr CROSS SECTION W N
/ ® -- 2" MIN. IBWE
7.22' omLEr IN_Rr 2' Mlx. 9. OWNER,: FISHERS ISLAND UTILITY CO., INC., FISHERS ISLAND, NY 06390 V)
/ O JOINTS SPACED APPROXIMATELY 12' ) tz Q m W
Iz III �, I I ACREATE LONG PROPERLY UNE - DIVIDED INTO RECTANGLES AS REQOIREo APPLICANT: ISLAND HEALTH PROJECT, INC. FISHERS ISLAND, NY 06390 Z � w
o 5" CONCRETE 10.) A DECLARATION OF COVENANTS AND RESTRICTION AFFECTING THE LOTS J
N m TO DIRECT STORM INLET
REQUIRED
I I `J 1 �� FLOW TO REAR OF LOT IT NLEr PITON EXCEEDS IN THIS SUBDIVISION DATED MAY 30, 1990 HAS BEEN RECORDED IN THE Q
50% E'1 I/Y PER FOOT ^ FLS + 'aJ-I' , OFFICE OF THE SUFFOLK COUNTY CLERK IN LIBER 11078 PAGE 514 ON N W
N/F �I 1 RESERVE AREA \� ' KE SST 6" GRAVEL BASE JUNE 4, 1990. -
MARY R. LOSS m g gZP ___ ___-___ _ _ __4aK _ TYPICAL DISTRIBUTION BOX
\�1S \ _ _ _ - _- - - PROVIDE 6- 8' DUI. X 4' DRY ` `
"VACANT LAND" \I \ \ ;,; - K _ 1 t 2 CONNECT ROOF
AND LEADERS.
BASIN TOPS Ilor ro suLE /\/���/��\/�\\% /�/\\//�\\/ � / 6x6 10E/t0 WELDED IN THIS DECLARATION
OFCOVENANTS
BEEN A FILED IIN THETOFFICE OF RICTIONS AFFECTING
TSUFFOLK LOTS
ZONE R-40 15' m . _ ' AT FINISHED GRADE CONNECT DRY WELLS WIRE M SH COUNTY CLERK IN LIBER 11017 PAGE 58. O
W/ 6" SDR 35PVC (SEE DETAIL)- I ONGITUDINAL SECTION
\ \ - NV =15.65 i� N11`J11R SIr1El`I_ , SET INLET AND OUTLET INVERTS AT 12.) SITE IS TO BE SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE
ELEV. 15.0 FINISHED GRADE
DISPOSAL SYSTEM D COMPLIANCE WITH THE REQUIREMENTS OF THE
� ,- A11l� yYJM 15FFIQ 5" CONCRETE SIDEWALK SUFFOLK COUNTY DEPARTMENT OF HEALTH.
IeAi hS \ m I V. -PG t NV./=\ 0 ! ""' t \ \ NOT TO SCALE
5�� 24" Ym a rc ¢ a
13.) LOT COVERAGE PROPOSED = 3.1%
- 15 KE l \ / q"e INLET 4"e
x i s P 6 �
; OUTLET iD'-6"
INy, PROVIDE ( , '� KNOCKOUT INLET AND
-(60 PORCH GRAVEL DRIVEWAY LOAM, SEED @ FV o v 0 '0 0 o v o OUTLET OPENINGS 01
AND PARKING a SEanC SYSTEM DESIGN DATA F u w
MULCH ALL
PROVIDE z m - �- DISTURBED MEAS o 0 0 0 0 0 0 v O ro Z m w v z
10 LEACHING cl 1 Nv.=1 Z5 RIBS INSIDE rc o u
RINGS- \ 9' - I� 1,700 SF 9 0.1 GAL/DAY/SF = 170 GALLONS (OFFICE) 0 0 w
SEE DETAIL) > \ \ i` - rI `�\ PROMO n SINGLE FAMILY EQUIVALENT = 300 GAL/DAY (2 BEDROOMS) - o o
( 0-8 + HIGH SEASONAL GROUNDWATER °i + + REQUIRED LEACHING AREA; 470 GAL/DAY / 1.5 GAL/DAY/SF = 314 SF (n < o
INV. =1575\ N INV_i6.6 \ PROVIDE rH GALLONS/DAY/ACRE SEWAGE DISCHARGE = 750 GALLONS
czi (TYP.) - INV. =160 '� PAVED F �--�®�N2 - -ts D a a ¢ a
f r \ fes, i WALK 20----� PROVIDE PAVED LEACHING RING CROSS SECTION ALTERNATE DESIGN
r. I IDI w INV. =1Z� HANDICAPPED NOT TO SCALE 1500 GALLON SEPTIC TANK W o 0 0 0 0 0
' TANKING SPACE CAST (10) 8'0 x 2' HIGH PRECAST CONCRETE LEACHING RINGS
=15.65 ° �;e•_
�- CONCRETE COVERS
p�� m.ru."s Amts
D'WN 1�� _ ROOF AREA = 50'%"0' = 2000 SF PLAN o 0 0 0
ELECTRIC SERVICE TO \ N ' \ � /r r. MONUMENT FOUND (BROKEN) QVWI AND PAG PARKING4725S = mw SF TESTHOLE DATA MAXIMUM ALLOWABLE SANITARY FLOW
�� GRAVEL PARKING = 4]05 5F z
BASEBALL FIELD M ( ,` r � REDUIRED = Sew F x 10 + nzs sr x o x z/tz = ms OF COVER LOCKING CASTING PER MPP REFERENCE SITE IS 1.25 ACRES AND LIES IN GROUNDWATER z
10 FT. EASEMENT \ 36 \ l �� PROVIaE (cwMP �'T--� �� L �' USE w ) som X A- E zzRvF TO GRADE TO GRADE MANAGEMENT ZONE IV WHICH ALLOWS 600 GPD/ACRE
J MAPLE 1 Q USE sl%(e) - eY N ! DEEP DRY WELLS. IF DROP T'
TO BE RETAINED 1500 GALLON- 2a' FINISHED GRADE TH 5
BY Fl UTILITY CO. L A �� SEPTIC TANK 1 MAPLE _ TO CRESCENT ? I5 USED MAXIMUM ALLOWABLE SANITARY FLOW =
' �C --E �c rlMe � / MAPLE STREET s CHIMNEY 0"-18" TOPSOIL 1.25 ACRES ® 600 GPD ACRE = 750 GPD v
-IN 4 % 4 12.6/12 6 A. WI E MESH / Q
N71'27'10"W 16,6, -;�-',- _ l cwMP __ _ aE 386°-'O' SUBSOIL H_ 'D 3
_ - _ 10 _ 20 x 6 v
100 00' -, 9 - S?00',E mfn. 8" COMPACT SAND d
19 571' 6 6/6 G WDIR MESH a
": ., N912'T10$+"18&.43 . :•Ed(I§TING_. L3E ,$IbEVVAL 15
6'
�w PROP S E `Row LEADER a" vervt 3• vcxrm I .
OUTLET WATER ® 72" 6
\ �• INLET J, _/ SOIL CLASSIFICATION PER ASTM D-2457-69- SP (POORLY GRADED SANDS n n
_ LIQUID LEVE L AND GRAVELLY SANDS, LITTLE OR NO FINES GO m
auR
CENTRAL AVENU � EXISTING 6" WATER MAIN \ m ,
CONTINUOUS HOT IBE UNDERSIGNED,PURSUANTTO SOO MOLD TOWN CODE SECTION o m o
N 3647.55' / _ ASPHALT SEA 100.251(DACRNOLBIX3MS TTMWMMONSOFWESREPLAN o o x o
W 1811.87 22/ 1� PROVIDE CONSTRUCTION _ AOS L• PVC WVE unto wlm ro n m m N
// '' 2 20/ i OVERFUOW va- PIC IF�.FN` p APPROVAL 56TPORiH MTH6 RBSOLUf10N OFAPPROVAL DATED
ENTRANCE (SEE OErAIL)_ m a 1' SCHEDULE 110 60• GAS �lfpl]00 ARE ACCtTTEM(SEECONDCRONSONRESOLUTION) p w
\ PROVIDER,-CONC.'PAVING e• Pw ar INLET BAFFLE t DEFLECTOR
TO LENGTH MIN. s• SOL COVER N/F NOW OR FORMERLY PumispRwTNAn� STEPNEAI L• KM"I1� w z z z r
n // fROM RAMP TO WALK �GwER DRrnTD
BASIN GRATE TO cx60E - a Lo' o w a UJ 0
BLOCKS AND LATCH / �SLLL Y CO 3 U CJ
"8 ❑ RAIL FENCE I-3" 4 MA.L- N1,1� 2e{ lA IV a m o 0 0 o L
-la- TYP TYPICAL x o
/ -TS ❑ ❑ ❑ ❑ TILRR FABRIC (xLEnAH R-zSzs-F) OR EQUAL 4" '�
/ REMOVE 35t LF EXISTING CONCRETE WALK - CROSS SECTION RETAINING WALL 'HoluzeD slcNAruRE T L DA
6" "�ANT DATE: 09/02/2003
O PROVIDE PAVED K (SE & NEW CONCRETE vD•REND U D ® ® ® o TO AaucEnT oar WELL 1500 GALLON - 2 COMPARTMENT -- BUILDING SETBACK LINE
RAMPS FOR WAW( (SEE DETAIL) D ® 0 m o APPROVED BY
REPAIR REMAINDER OF WALK AS NECESSARY- 5- SON 35 PVC SEPTIC TANK rWWY�'YZ EXISTING TREELINE TOWN OF 60UTHOLD PLANNMG BOARD
AS DIRECTED BY/ THE TOWN ENGINEER. r NOT TO SCALE
SLOPE A9 nEQIMN O ® a O O CALE: 1 = 20
-- -- - -- -16 - EXISTING CONTOURS �Q�
t'srwE LR m ® ® ® O -- PLmNLB4'"'".S.-....-_J
QUALITY CONTROL CERTIFICATION PROVIDE WATER SERVICE SCREENED CRAW. w-- EXISTING WATER MAIN Aur RIZEO SIGNATURE WOE DA
GROUP REVIEWED DATE BENCHMARK IRON PIN I. "'
PROJECT MANAGER •e •G ELEVATION = 20.80 STO_RMWATCR DRYWELL DETML ttl /�y"lrl-(l PROPOSED LIMITS OF CLEAltl1'fl9:The approved site developmem plao shall be vnll for
suxvEv
NOT TO SCALE w PROPOSED WATER SERVICFape[iodofth[ee(3)yearsfiomthednteofnpprovel8s SHEET
ode section 1 T�255. 10 D zo
ENVIRONMENTAL 1 OF 1
CIVIL PROPOSED CONTOURS
--LSF- GRAPHIC SCALE IN FEET
STRUCTURAL
INV. = 16.0 PROPOSED INVERT ELEVATION
ARCHITECTURAL
FILE 34762
Y II I I
�a
8uffblk County Department of Health 8pyvlpep \ FOX � MM 00
Approval for Construotion•Other Than p)? \ 4" ROLLED PROCESSED GRAVEL t-t/2' CUSS II LB 1 8
I lamlly BITUMINOUS CONCRETE 1' CRUSHED STONE
ltefemnce - Dq � 5770 3" ROLLED 103
/2" STONE 1' WIDE x 6" DEEP [H-•4I pp
1-1/2" BINDER COURSE ALONG OUTER EDGE f b OD
00
I Project �adtb��S � /
IThese plana have been reviewed nr genera conformance With Suffolk PAULA PENDERGAST .$ �OOD<P arEr \l R-$Oyyy
County Department of Health S,-trlree standards, relating to Weba' \\ "VACANT LAND" / btlBdbdb °� 936R, J R-40 (�
supply And sewage dispoanl. Regardless of any omieeiena, : ZONE R-80'
i COMPACTED GRAVEL SUBBASE '2i
Inconsistencies or lack at detail, construction is required l0 4e in caTnLss PLAce Q R-80 ,�, 00
accordance with the attached ermit conditions and a ]icablD \ / 8' PROCESS GRAVEL flASE oU P s e�
stendvds,unless specifically waived by the Department.This approval / GRAVEL SURFACE 12' BANK-RUN GRAVEL SUBBASE OZ rn
T i aspires S years from the app al Tm del m r 4y1, \ / /� NOT To SCALE y�p� 4
JAN 0 3 2005 pE i W 2
ppT ro�al�� war \ / �sxkO6 �j�� BITUMINOUS CONCRETE PAVEMENT
NOT TO SCALE
/ sirs �I� W9
/ .'� / R 40 p -
N�F / � • SECURE TO 1 1/2' 0 - --
MARY R. GOSS / GALVANIZED STEEL POST U
..,> WITH (2) 1/4' e g -
"VACANT LAND" / -
• GALVANIZED BOLTS
ZONE R-40 xAPARKINPED (1 TOP, 1 BOTTOM) E� Ilrl ® -
PARKING
y/�/• R-80 a
/ STATE PEIIA..gqMR AEWNEDIAEO
'LL
BET�I5 o
/ SURFACE COURSE- R O
may/ APPROXIMATE WETLANDS 5'-0" TO GRADE BITUMINOUS CONCRETE,
/�f, % - PER MAP REFERENCE 4'.1
Cuss 2 1 x'Ave '� ) I '
HANDICAPPED PARKING SIGN 2 RISE 1/q^ PER FT, OR N 2 e HARB;" R
-/ ^ INE5'T'
Ag0• 8 J � I NOT TO SCALE AS DIRECTED O " -
WN�` �%yyy'' INCREASE TO 3" ON qui' 1
o COMMERCIAL DRIVEWAYS
y95''0 .2p'� 1' \T\ GRAVEL BASE i A
Al EACH I FILTER EACH BALE3' STAKES FILTER / PLACEDIN TWO COURSES LOCATION MAP SCALE 1 " =400
�tr-��' '•� I POETFABRIC FABRIC °I
BITUMINOUS CONCRETE SIDEWALK
LL
D NOT TO SCALE ..
COMPACTED
-� oo"W% I BACKFILL i MAP REFERENCES ��, Js es y�•zy
5;z0' POLE a / /
ANGLE 10' UP SLOPE 1.) MINOR SUBDIVISION PLAN MADE FOR FISHERS ISLAND UTILITY COMPANY, ti.
FOR STABILITY AND SILT FENCE BACKED INC., CENTRAL AVENUE & CRESCENT AVENUE, FISHERS ISLAND, NEW YORK, a " -+i��.�,`
SELF CLEANING BY HAYBALE BARRIER "
a'1 / NOT TO SCALE SCALE 1"=40' BY CHANDLER, PALMER & KING, NORWICH, CT, DATED:
NOVEMBER 9, 1987 WITH ADDITIONS TO DEC, 6, 1996.
"0PROCPROCESSEDs GRA
I PROVIDE PANED / \ / 24'R
/ HANDICAPPED \ / A VEL DRIVEWAY NOTES.
/ PARKING SPACE /, 1
& TTo BUILDING
\ \ l ^� S,f�� 5' NEW CONCRETE WALK 1.) ThS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE w
// \ J- INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED
PROVIDE 120LF SILT FENCE ' \ clAAss AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE U
z i SACKED WITH HAYBALES. LL_
\ ,ro, PAVED APRON OF THE ENGAGEMENT.
�MAINTNN THROUGHOUT CONSTRUCTION. \ \ .,,y, 'yiy LL
It Co /� / l '\ \ ^q. �i PLAN VIEW 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO
Co,m m r / l \ \ NIF s'�h". \ (, MINIMUM 5' ALTER AN ITEM IN ANY WAY. � w
I „ " " " , " , " , " " , . . " . . . . . . . . , , , , • " " • \ u, FISHERS ISLAND RL �4 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S U c
' \ - UTILITY CO., INC. �R SURFACE COURSE, CLASS '•C" L
w +. FSURFACE SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT W
"VACANT LAND" ADRIC FIN SHED CONCRETEWITH A W000 FLOAT OF THE LAND SURVEYOR, '7 O
m l • \ Do N OR BY OTHER APPROVED MEANS O
Tv o ZONE R-80
�J CONSTRUCTION ENTRANCE - 4.) COORDINATE DISTANCES ARE MEASURED F A U.S. COAST AND Z OfN
LOAM, SEED & . NOT TO SCALE 1-1/2' S' CG FETE t-1/2" O. O
PROVIDE I MULCH ALL ••.� 3" GEODETIC SURVEY TRIANGULATION STATION "PROS". og. ^ Y
ELC['1'RN'PI dr�110E DISTURBED AR l __. - GRAVEL ORAE RISE 7/4' PER FOOT 1..1.. ? t
\ \ \ L- 5.) S!'_ IS IN ]HE TOWN OF SOUTHOLO, COUNTY OF SUFFOLK TAX MAP Z O �Zj
n PROPOSEDI LIMITS Lel I '� LOCKING
ota"wEo "Nn PROPOSED cRnDE \�\\ \j/\\�\ e" GRAVEL BASE PAVED APRON 1000, SECTION 0006, BLOCK 6, LOT 20.7. o = Q w
10
II OF C RINE l T9 E"l DLNG YENCES \///�\/\\\/ \\\j\\�, � 0 Co RSEGPLACED WIRE tM�SHLDED 7.) ShfE LIS LOCATED ?N ZONE ER-80. j a H g w
l LLJJJJ Z
LD
N76.14'00" I I I Le 7 22' /' ® z MN MIN. 4' IeIET CROSS SECTION 8.) BASE FOR LEVELS: NGVD 1929. OUJI d = U of
aulLEr I^"E"., x• "1" 9, QJ�R; FISHERS ISLAND UTILITY CO., INC., FISHERS ISLAND, NY 06390 ^ _
O JOINTS SPACED APPROXIMATELY 12' ) V) ♦moi (/1 W
DIVIDE INTO RECTANGLES AS REQUIREDP�,ANT, ISLAND HEALTH PROJECT, INC. FISHERS ISLAND, NY 06390 Z L'- l.L
` BAFFLE REQUIRED 5" CONCRETE 10.) A DECLARATION OF COVENANTS AND RESTRICTION AFFECTING THE LOTS 4
IF INLET PITCH EKCEEDS _ IN THIS SUBDIVISION DATED MAY 30, 1990 HAS BEEN RECORDED IN THE J Q
�\ I \� fI ` •�. \Lr 2D PROVIDE 2- B' DU. X 4' DRY TYPICAL NDISTRIBUTION BOX o / / / x J- OFFICE OF THE SUFFOLK COUNTY CLERK IN LIBER 11078 PAGE 514 ON N w
SOXYBi
MARYNRFGOSS ESERVE AREA I ____ /___________ _ e^ GRAVEL BASE a JUNE 4, 1990.
VACANT LAND" ) A DECLARATION OF COVENANTS AND RESTRICTIONS AFFECTING THE LOTS Q
ZONE R-40 5 I \�\\\i\\\`\\' \�\/\/\\/\ 6.6 1D 10 WELDED IN THIS SUBDIVISION HAS BEEN FILED IN THE OFFICE OF THE SUFFOLK
m ?' v WELLS. CONNECT TO ROOF LEADERS.
(SEE DETAIL)- SET INLET INVERTS AT WIRE M SH COUNTY CLERK IN LIBER 11017 PAGE 58. O
ELEV. 16.0 I ONGRUDINAL SECTION
rvv =75.65 I - � - 12.) SITE IS TO BE SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE af
FINISHED GRADE
5" CONCRETE SIDEWALK DISPOSAL SYSTEM IN COMPLIANCE WITH THE REQUIREMENTS OF THE a
SUFFOLK COUNTY DEPARTMENT OF HEALTH.
1 m m INV 15 75 I NV =f 0 TmL }' j n 24, NOT TO SCALE m
F J 4"e INLET rc a rc tt
I F 3.) LOT COVERAGE PROPOSED = 3.17.
to i L I - I .r° t• S ' 6"� t0,_6•
4"0
I 1 i_-__ _ I INV. PROVIDE " F • ; OUTLET KNOCKOUT INLET AND
---- ' 18.0 PORCH E GRAVEL DRIVEWAY F 1 e SEPT]f; SYSTEM DESIGN DATA 0o
LOAM, SEED @ 0 0 Co 'o Co Co o p OUTLET OPENING'S N
z m - AND PARKING MULCH ALL o 0 0 0 0 0 0 o D dD Z a F o
\ I \ INv.=rz5 DISTURBED ARM �- u
sl _ r e' RIBS INSIDE B
:� I _I� 1,700 SF ® 0.1 GAL/DAY/SF = 170 GALLONS (OFFICE) p u
SINGLE FAMILY EQUIVALENT = 300 GAL/DAY (2 BEDROOMS) - w m w
s TH 1 HIGH SEASONAL GROUNDWATER wi + + REQUIRED LEACHING AREA: 470 GAL/DAY / 1.5 GAL/DAY/SF = 314 SF f/1 0 < w Ti
PROVIDE PE
\ (rYP, �\_� INv �\ -PAVEDt �__® 62 6 _ m GALLONS/DAY/ACRE SEWAGE DISCHARGE = 750 GALLONS > D
WALK - aQ--• PROVIDE PAVED LEACHING RING CROSS SECTION ALTERNATE DESIGN a
_ PPED NDIC
HAAUO
NOT TO SCALE 1500 GALLON SEPTIC TANK
PARKING SPACE o o
CAST (10) 8�0 x 2' HIGH PRECAST CONCRETE LEACHING RI/ GS` (( a 0 0
CONCRETE COVERS-/ NdX lW7G u•1 E' JON/7A✓y F/OW
ELECTRIC SERVICE TO �\ \ L \ N �- STRUGNRES rL PLANMONUMENT FOUND (BROKEN) f/fP 15 /• a'S4cr/CS E} /%PS to �Yr'r�u L7G�G�a'M1 N o 0 0 ='
BASEBALL FIELD (\f �� ,r M �y naoF AREA = so'xlo' = zow SF nnPEReDus TITHOLE DATA 1L.(Q ugGeysl,pHf �oNe w�4 i[1+ o//0415 �28�/W-'''�•
\' /c NIP �I T- /' �. - T / REQUIRED = zOeo sF x 100% x 4. _ ]]] CF COVER LOCKING CASTING PER MAP REFERENCE a z
MAPLE 1500 GALLON ` Lp ) Mae iuruNf a//Owa/o�L- 54ui{-vvy /ow :s�
]]] LF/ 50.31 LF/1S = 6.6 w
'� L TO GRADE TO GRADE
�\ L� SEPTIC TANK 24 USE 1Kll(2) - eY x 4' DEEP DRY WELTS Flt ALL ROOF DRNN,IGE IF DROP T'
MAPLE _ TO CRESCENT IS USED FINISHED GRADE TH #2 /ra�a�NeS e�aOO9�jacv'e = 75o�cPc/
12710"Wr `\ \ \� -IO 186 1 MAPLE D�`STREET z CHIMNEY 0"-18" TOPSOIL O °a
_ - 7 4 x 4 12.6/12.6 WI E MESH 6 i
O' 6 x 6 6/6 G WIRE MESH 16"-36" SUBSOIL NOTE
CHANGE
Q1 H �
- '• , ; r +•: -. '2779 1 _ - 5 ITN 5 155700' E 1!1®9..6vJ 4J�.�.6�al.X1Ca'SJ(1�/
19 CWMP
. . � ' . -'/• •: J •••, 'o • - ::=Ed(I G.C � 6TE�$IIJ RYAL• " -T s miD. m", �6" 36"-108" COMPACT SAND Q - a
w " ` WATER ® 72" by Dept.of Health Services
PROPOSED RNF LEVIER INLET a
\ \ _ RESDENce 3• VENT r ]' vEm OUTLET SOIL CLASSIFICATION PER ASTM D-2487-69- SP (POORLY GRADED SANDS n n
uomD LEVEL AND GRAVELLY SANDS, LITTLE OR NO FINES
N 3 447. i i _ o e
♦ • ♦ p CENTRAL A\/ENUyE Exsrwc s" WATER MAIN �� m CONTINUOUS HOT U„F o i o Co
W 18 1 1.07 / / 6 P L W E " AaPH LT S V NED M N D] N D N
i I 21� D/ PROVIDE CONSTRUCTION /Lg�- ovERnm u+ I IN.
e PW ^
�!
'+
ENTRANCE (SEE DETAIL V' 4• SCHEWLE fon ar 0
e' PVC CUT INLET RAFFLE 1 IT GAS 'F F O O
C) / To LENDTx n' xeoRxcoxrLLLcmca ✓ N/F NOW OR FORMERLY -Q w
ut /
S.ED MADE Y 3 u o
TYP TYPICAL ¢ o w i o
RAIL FENCE O O RLTER FABRIC q• I-3• D. m o o U U E
/ CROSS SECTION �-•� RETAINING WALL
/ O REMOVE 35d: LF EXISTING CONCRETE WNL( co•SUN, o • a • o BUILDING SETBACK LINE DATE: 09/02/2003
PROVIDE PAVED APRON & NEW CONCRETE 1500 GPJ!ON - 2 COMPARTMENT
@
TAMPS FOR WALK SEE DETAIL S• SDR 35 PMC o e ® • o , ,
/ ( ) SLOPE AS SECURED m u ® e O SEPTIC TANK rvwWwA EXISTING TREELINE SCALE: 1 A = 20
-- - -- --
NOT TO SCALE
QUALITY CONTROL CERTIFICATION -- o e u • m
r sTaE M m • • • o ---16--- EXISTING CONTOURS
PROVIDE WATER SERVICE SCU ENED GRAWL t
GROUP REVIEWED DATE BENCHMARK /ROIJ PIN r e' 1• w EXISTING WATER MAIN
PROJECT MANAGER ELEVATION = 20.80 STORMWATEER OR1'WEl_I DETAIL +D' T1l••/YlYI PROPOSED LIMITS OF CLEARING SHEET
SURVEY g k7 rL.t J`-•y NOT TO SLUE
ENVIRONMENTAL w-- PROPOSED WATER SERVICE
za /o o zo
cNR .Za.a --L}-- PROPOSED CONTOURS GRAPHIC SCALE IN FEET 1 OF 1
STRUCTURAL � n
ARCHITECTURAL INV. = 16.0 PROPOSED INVERT ELEVATION
FILE 714762 P �
w
I II