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HomeMy WebLinkAbout83-1727 - Proposed Pier Ramp & FloatN /F JORDAN E. BROOKS 7 DRAKE STREET - -T - - - EDGE OF PAVEMENT - - - - �YARMOUTHPORT, MA 02675 DRAKE STREET LEL=5.2'(MLW) CB /DH 1 ASSESSORS MAP 137' \ - `/o/ \ PARCEL 27 \ \ (PUBLIC 40 -WIDE)EDGEOF PAVEM_EN_T__ _ - - CB/DH 1 /"�\ I i ,moi„ \� \ \ ICB/DH,,, BVW#103_ _ SET - 85.00' N49`53'35"W + -SET`N 49°53'35" W 85.00' - - - - D \ \ V4 I Ii / /�///� ^ ��Ii -4 - alr, 1 FND cn ,��✓�� I .BIT. \ \ 1 I (' /i / BVW#102 -----_ �I \ III �� Ro I \DRIVEWAY � I I\ � � - J/ 1 � +PO ERr � � �l ���111 �� \ �\\ .� \ 1 I� 4 I I I I I I I N F r= I 111r \\ \\ ti �1 \ ��BVW#101 I ,,I►, N/F / 1111 \ \ �� \ I • SALT LAWRENCE & DAVID EATON J11 i I 1 I I I I ROBERT F & JANE A TILLEY -r1 '50' BUFFER Iz_ �� \ \ \ \ 1 24 EBB ROAD rn I - J Q i 11� \ \ 1 1 i �lI \MARSH I 15 DRAKE STREET,/ ���11 IIII YARMOUTHPORT, MA 02675 TO COASTAL I 1 Ln \ 1 �\ �� ,y, I YARMOUTH PORT, MA 02675 1 1 1 11 ASSESSORS MAP 137 m II BANK - EXISTING !n\ \ `��� ���� BVW#1001 ASSESSORS MAP 137 1!'�1111'Ii( I PARCEL 28 I I HOUSE / [ o �� \1�1 �I►, HI j I I III 1 � #7 � � I I r � _- PARCEL 26 ,,11, � � 1 Ln I I TOF=24.27 ( 1 I n \)1 / ��0� �2 �l �I 0I I I I I e- 1 1�1 ( ' (l / o'tl� CD I / DECK 1 ) 1 1 /, /�o�\ ►\ N •�'' �I-------------� Ij+jIIi Lo \iv F \ -H ;EXISTING _ _ _ �/� - \� III cr+ of �o -(.o;8'x 10'- - c PLATFORM--- _ �� � � � _ � �� ���; �// ` \�( �I// ,11► -- � alr�\��\\ � �-._ J EXISTING- \� / WOODEN �_ _ - - �- _ -� - - �� - \ / COASTAL BANKS ` / WALKOVER /ice STRUCTURE, / �2 ,,I►/ 1 I -/ %� ^ �/ SEE DETAIL ON SHEET 7 3t _ _ \�/ j//-�` .11l, i�-� .� _.=��►'� \M �\.\\ \\ I � all, loe _X_0.9 X -0.9•-J )1`� ----' EXISTING PILE (TYP),\\\\ - - SEE DETAIL ON SHEET 7 ....... P-R-OPGSED- FIXED-T�PIER EXISTING ----- --_2_ I X-1_7 _c° -- I- 6'x39' - - I PROPOSED- X-2.2' I -2- _ _ _ FLOAT X-2.3 I REMOVABLE I GANGWAY 96'f -I X-2 7 PROPOSED FOLLINS POND - - - - STORAG&�-BOX w� ' TIDAL X-3.3 -� 39' X-3.0� �I EBB - X-3.6 X-3.2 \ FLOOD \\ PROPOSED .10'x20'- - - A X-3.8 \ X-2.4 REMOVgL-E•-TI1Gf�ER . _OAT - -1 X-3.32.1 \ - RELOCATE -D-=10'- LANDVARD \ X-2.3 X - OF, THE• -PREVIOUSLY X-4.3'' PERMITTED ----FLOAT. I X-3.2 X-2.9 X-2.3 \\\ X-3.0 ) I J I X -2.9-i \ X-1.4_���/ -X-6.0 LEGEND -5-- CONTOUR X1.2 SPOT ELEVATION -f WETLAND FLAG TBC TOP OF COASTAL BANK LOCUS INFORMATION CURRENT OWNER: JORDAN E. BROOKS & LISA TURNER TITLE REFERENCE: BOOK 16498, PAGE 255 PLAN REFERENCE: BOOK 113, PAGE 83 ASSESSORS MAP: 137 PARCEL- 27 ZONING DISTRICT: R-25 0 a SETBACKS: FRONT 30' SIDE 15' REAR 20' MINIMUM LOT SIZE: 25,000 S.F. FEMA FLOOD ZONE DISTRICT: ZONE "C" PND ZONE A4 (EL. 5.8 MLW) OVERLAY DISTRICT: NOT IN A ZINE II NOTES: 1.) INFORMATION SHOWN HEREON IE THE RESULT OF A FIELD SURVEY PERFORMED BY THE BSC GROUP, INC. BETWEEN JULY 2004 & AUGUST 2004 2.) DATUM = NGVD BENCHMARK REFERENCE: TOWN OF YARMOUTH MONUMENT #20 EL=56.30' (NG)D 1929) 2A•) MEAN LOW WATER (MLW) = 0.0 MEAN HIGH WATER (MHW) = 0.7' HIGH TIDE LINE (HTL) = 1.0- 2B.) ELEVATIONS SHOWN HEREON ARE BASED ON MLW. THE NGVD DATUM WAS TRANSFERRED TO THE SITE AND AN ADJUSTMENT OF +0.8 WAS MADE TO ACCOUNT FOR SEA LEVEL RISE. 2C.) MLW AND MHW ARE BASED ON THIS CORRECTION. 3.) WETLAND RESOURCE AREAS SHOWN HEREON WERE DELINEATED BY THE BSC GROUP. 4.) THIS PLAN DEPICTS THE INTENT AND OVERALL DIMENSION OF THE FLOAT AND PIER. ALTERNATIVE MATERIALS MAYBE USED WITH ENGINEERS APPROVAL. ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION USER RESPONSIBLE FOR VERIFYING THAT CONTENT OF THIS PLAN HAS NOT BEEN FURTHER REVISED SETUCKET ROAD 0 a ,,3o LOCUS Qy� FOLLINS POND OF CRAIG A. v FIELD y No.38039 7J./ 8// l /3 CRAIG A. FIELD DATE PROFESSIONAL LAND SURVEYOR PLAN OF LAND TO AMEND AN ORDER OF CONDITIONS 7 DRAKE STREET IN YARMOUTH PORT MASSACHUSETTS BARNSTABLE COUNTY PROPOSED FIXED PIER, RAMP AND FLOAT AUGUST 12, 2013 NO. DATE DESC. PREPARED FOR: LISA TURNER / JORDAN BROOKS 7 DRAKE STREET YARMOUTH PORT MA 02675 FL-79BSC GROUP 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2013 BSC Group, Inc. SCALE: 1" = 20' 0 10 20 40 FEET FILE: 97701 -ACOE-CH9 I.DWG DWG. NO: 6206-01 SHEET 1 OF 2 JOB. NO: 4-9771.00