HomeMy WebLinkAboutBATM Capital Corp (2) S.C.T.M. N0. DISTRICT: 1000 SECTION: 70 BLOCK: 8 LOT(S): 5 TYPICAL DRYWELL CROSS SECTION
#R1 0-17-006 TYPICAL SILT (CONC. PRECAST COMPONENTS)
SCREEN SECTION
50'MIN. 8'SUB FOR NON-TRAFFIC BEARING
U U LH GEOTEXTILE FABRIC 8-SLAB FOR TRAf}lC HEAVY DUTY
APPROVED INLET PIPE CAST IRON FRAME AND APPROVED OURET PIPE
SEDIMENT ON SITE SUPPORT POSTS MUN 4•Dk —COVER TO GRADE TO EXPANSION RINGS
WOOD OR METAL MIN.4'DLL
PRCHm 7/e%1'
HAY BAIL AND/OR Tlow DIRECTIONPITCHED 1/8-/1'
SILT FENCING ® O ❑
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EXISTING GROUND
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w CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED
3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A.
FILL TO 18" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. 3' MIN. 8' -
COLLAR
BACK FILL MATERIAL TO BE
CLEAN SAND AND GRAVEL
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EL 19.5 1 EL 16.5
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EXnmES T REE YEARS FROM DAT EE APPROVAL
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LAND N/F 1 /
OF PROPOSED LIMIT
IRENE CORDES STEWART i 1 OF DISTURBANCE t / /
1 / /
1 / PROPOSED GRADE
DWELLINGS
W/PUBLIC WATER
1 I�EXISTTNG GRADE
DWELLINGSI / /
1 18 / \
W/PUBLIC WATER
II 1 R 8 / LAND N/F
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EL 19.5 IRIS ZVI
PIPE I 16 I / I /
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LAND N/F 2.9' I 14 / AREA OF LAWN
CF FR I I o f I / I MAINTAINED BY OTHERS
KPAIN x CHRISTINA. QUARTY Sy 1 l i m I /
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1 \\EL(16.0) I EL 14.6 / EL(14.5) / v_
DWELLINGS 251, 28.8'
P
W UBLIC WATER
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BROWN
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GLEAN
BROWN0 Irl T \ ONCRETE WASH OUT AREA
SC CAYEY SAN 2 9° p' 0,C) I 53�4T 5Q�'OSfMEM i I Z;14,' V �'.I IN BED OF PROPOSED DRIVEWAY.
I H� I 1000 CAL I TANK 114 U, / I
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18 � IO'MIN' oI o l I gogv
BROWN I 8' 0 �/ 11a�
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MEDIUM 7.2° Jf I(16) ti I �,� 15 �! I m
MIN XP LT FENCE P. =�EL 119� �' �/ 1 '� EL 10.2
WATER EL 1.2 / MI GUhTETt --
MBROWN EDIUM 191 pIp EL/18.1 MIN EL 14.5 IN �\
SAND ry , w RROPOSED 1 119.6 1' OVERHEAD
SP & /3°51 OO STAGING AREA I I I GUY P UTILITIES
GRAVEL AND CONSTRUCTION
ENTRANCE
N WATER
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EDGE OF PAVEMENT
— 17' I A NTT) CL 10.5
DEC. 20, 2016 (~j A RVIFj 12 v
ll 1J A v CU 12.2
K. WOYCHUK LS DRAINAGE CALCULATIONS: CL 16.3 ..—..— •—"—''WXTER MAIN
DWELLINGS A) DWELLING FOOTPRINT-1,800 SQ.FT.
W/PUBLIC WATER 1,800 x 0.166-298.80 < 299cf REQUIRED DWELLINGS
150' -m- (2) B'D/A x 4' DEEP DRYWELL=338cf PROVIDED
B) DRIVEWAY=440 SQ.FL �REI` � �'✓/PUBLIC WATER
500 x 0.166= 73.Ocf
ZONED R-40 (1) 8'DIA x 2' DEEP DRYWELL- 84cf PROVIDED REVISED 02-20-17
NON CONFORMING LOTFRONTHE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL
REAR TYARD: 355 MIN FEB2 3 20V LOCAT70NS SHOWN ARE FROM FIELD OBSERVATIONS
SIDE YARD: 10'MiN, 25' TOTAL AND OR DATA OBTAINED FROM OTHERS.
AREA: 22,920.86 SQ.FT. or 0.53 ACRES CUFF.CO.HEALTH SERVICES ELEVATION DATUM. NAVD88 -------------------
UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIO eR � W YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY
MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN
ONLY TO THE PERSON FOR WHOM THE SURVEY /S PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION
LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE.
THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE
NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS
AND/OR SUBSURFACE STRUeTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY
SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: SLIGO CONSTRUCTION;
MAP OF:
FILED:
SITUATED AT: SOUTHOLD
TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC
SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design
{ { � P.O. Box 153 Aquebogue, New York 11931
FILE # 16-225 SCALE: 1"=30' DATE: DEC. 20, 2016 PHONE (631)298-1588 FAX (631) 298-1588
N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Wo;Chuk