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PCRMIT FOR VA CONSTRUCTION DRAINAGE CALCULATIONS:
S.C.T.M. NO. DISTRICT: 1000 SECTION: 139 BLOCK: 3 LOT(S):44 } #R10-18-0050 IN LL* FAmiLy RESIDENCE
ONLY
DWELLINGS N OWEWNO WICOVERED PORCR-2"636 =FL
W.V. W/'PUBUC WATER 2,616 x D.166-4 a t REOLd1RED
150'-► (z) 6"OLA x 5` DEEP ORroWE1.L•«t4zet PROVIDED
W 1 - •'�y)�/► B) MIYEMY-765 SOXT
W "..-_,^-,_.- LINA liv
EL 9.3 . F. ' (1) x AO. x 2' 127 cI
EL 8.7 EICISRNG ___ ATE (t) WDA x z DEEP DRYWElI_� iJJcf PROVIDED
WATI"R VN W """
APPROVED
TYPICAL DRYWELL CROSS SECTION
W I Ima BEDROOMS
OF PAVEI,t� �
OADEL
(GONG. PRECAST COMPONENTS)
DEL 9.2 w APPROVAL.r1. FROM® �®�AP r sv�ro�,wvno aw.ro
L. S'm.�s vas mvnc swwo
U.P. N 71° 1 _ tw
EL 10.3 9, n U.P. vri.c i ao �o moo OM MW
EL 9.0cuom
S TO xsa a• a
� �EkaSP"6+` ��A�9�•".�... _ ALT BICE �,y �...,_, ® ��❑❑
__ D0 ❑❑
G PROPOSED El
9.I 200.00' U.P.pr
1
E CE;
� EL 11.0 '.`".,..wAND �" so'WN.
.� 12 � Ry SXT SEDIMENT ON 51TE
r�
ORY I6'DAnI"DCEP 'SHAY BAIL ILT FENCING AOR
EL 11.8 EL 12.0 B'DWrS'DEEP 11 ""�..,"
m er,
NW4�'P OYJI'AI'W'A
Ben -- r, ° �
3'
Man LW EL(12.0)
._.,.. } dtLy Z WN.
C BACK FU MATERIAL TO BE
S �
CLEAN SAND AND GRAVEL
60 _
„ o .2'
d]° O
r
EL(1 1.0) t-n DWEWNGS Ix L,
W/PUBLIC WATER
- c�E Iso•->'
.. SED... ...a 1 •...
1 1 5) CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED rr
4 BEDROOM SYSTEM FAL 7 F OLONG \ 3/4' STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.CA
1.250 GAL S.T. T1I.1. TO 18' (Min.) ABOVE EXISTING GRADE FOR DRAINAGE cEoTExn�FPSM
(z);T%mc'DEEP L.P. LAND N/F -woodPOSTS
5oft METAL
0.5' OF
� �`�- 1
14.8 EL(tz.o) t1,3 a �, ;.z+C 4DWE�L,�I KAREN MCSHANE Flow DIRECTION
1 1(12.0 \/ LOT 14 ELEV. 9.4
occAVArm AM
DR BROWN um TRENW
z PROPOSED T
WDIAAWDEEP MAP OF GARDEN HEIGHTS /577 OL 1.1'
-_-�_- -12 -�_� DY LOAM
11 OF'OWUR tiIM1N t 6x4" -_ _ GROUND
_ _ _ _ _
BROWN -t
M�1ME
14 PROPOSED SOIL E 12,7 m m C SM C SAND 2.3'
CK
STOPNE AREA
EL 15.9 I1
MON. W ;,o m
"kO N�
EL 13.6 BROWN
EL 13.9 I U.P.
S 71051,4090 ,v-%
r o io SP SANDMEDI4.6'
& ZONED R-40
-_-- � - GRAVEL FRONT YARD: 40'MIN
p DWELLINGS �D /F-------------------------- -----------
-- -`- --EL 14 - SIDE YARD: 15'MIN 35' COMBINED
p W/PUBLIC WATER OF - EL 14.2 HIGHEST EXPECTED
WATER IN
1 150, RUTH M MYERS � GROUND WATER EL 1.4 REAR YARD: 50'MIN
JUN
C.I. LOCKING I i OUP' SW MEDIUM 6.0' THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL
LOCA7I0NS SHOWN ARE FROM FIELD OBSERVA71ONS
COVER TO GRADE-\- EL(125) FINISH GRADE GRAVEL AND OR DATA OBTAINED FROM OTHERS
- 17'
IFL(14.0,) I'M N-2'MAX FT. or 0.52 ACRES r AREA: 22,764.05 SQ MARCH 20, 201s NAVD88
K. WOYCHUK LS ELEVATION DATUM: �.___....,_..-_._._.
1/4"-FT O"MI z z
6" COWER 1 f�" 6` COVER UNAUTHORIZED ALTERATION OR ADD177ON TO THIS SURVEY IS A VIOLATION OF SECTON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY
MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED' SEAL SHALL NOT Ev"£ CONSIDERED 70 BE A VALID TRUE COPY. GUARANTEE'S'
6 � � INDICATED HEREON SHALL RUN
NVERT n' 6 LAL� EL(t1.o) ONLY TO T74It PERSON FOR 1010M THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON
INVERT-/ x(1ER i LISTED HERE , AND TO THE ASSIGNEES OF THE LENDING INS77TU77f.7N; GUARANTEES ARE NOT TRANSFERABLE°,
0-(11.45) INV `RT INVERT THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIRC PURPOSE AND USE THEREFORE 7HEY ARE
EL 10,75)_ EL(10.67) NOT INTENDED TO MONUMENT THE PROPERTY LINES' OR TO GUIDE THE ERECTION OFFENCES, AD0117 NAL STRUCTURES OR AND OTHER IMPROVEMENTS, EASEMENTS
FOUNDATION FLOW
8'0 3' COLLAR AND,r'OR SYIE7"URFAI"E STeRUL°"TUfa'ES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISE'S ATTHE TIME OF SURVEY'
WALL BAI F'LE m „ POOL CLEAN JOHN CONTE; DIANNE CONTE;
5'-8" 6
SANDMAP BED PROPERTY CERTIFIED T0:
COARSEE SURVEEYY OF: DE
SCRI
STEWART TITLE INSURANCE COMPANY,
TANK 3'MIN GRAVEL
FILED: ADVOCATS ABSTRACT INC.;
USE 4" DIA. APPROVED SEWER PIPE SITUATED AT: MATTITUCK
1000 GAL. PRECAST S.T. Er(5.0) TOWN OF: SOUTHOLDKENNETH
M WOYCi�U LAND SURV YTNG, PLLC
z = SUFFOLK COUNTY, NEW YORK Pro!Professional Land Surveying and Design
H -�---EL 1.4
P.O. Box 153 Aquebogue, Nen York 11931
REVISED 06-05-18
HIGHEST EXPECTED GROUND WATER FILE - N. L + PHONE (631)298-1588 FAX (631) 298-1588
TIE 18-18 SCALE:1"-30' DATE: MARCH 15, 2018 ISC. NO. 050882 maintalnlas the records of Robert J. He=amy & Kenneth IL Waychuk