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HomeMy WebLinkAboutplans 12.23.2420-0" HANDRAIL BRACE POSTS 1011 IS Poll I - al I DECK 3/4" SPACING X RAMP DETAIL SCALE: NONE WHEEL 2"x8" JOIST 16" O.C. SLEEVE 10"x20" CONTINUOUS ENCLOSED STYROFOAM OR HPPE FLOAT SYSTEM 2"x2"x4' RAMP- 2"x8" JOIST 16" O.C. 10"x 20" CONTINUOUS - ENCLOSED STYROFOAM OR HPPE FLOAT SYSTEM 1"x6" DECKING ELECTRIC CONDUIT 2"x8" EACH SIDE OF PILE PILE (TYP) — 4"x4" POSTS - 2"x6" CROSS BRACING iS•7:\�yZNIFIa 3'-0" POSTS GIRDER 1"x6" DECKING 2"x8" 14"GALV. CARRIAGE BOLTS (TYP) 1/2"x20" MARINE PLYWOOD 1"x6" DECKING w/3/4" SPACING 2"x8" FRAME 1/2"x20" MARINE PLYWOOD 14"GALV. CARRIAGE BOLTS (TYP) 100 , l0 °\ CO\ �FB NTQ Fg0y�" 7k LNTF2 7pp 9RFq / e NICHOLAS J. DININNO JR S,y4r(,A'F MAP 120 \FR PARCEL 15 gp. A'PSyTp gaAR COSTA<FBR 7'0 \ °z Tq Ok7 �qNk a %,Op& 6q;o ne m S��eL�FFR Ia MgRs 4o z 00gsT"9C OA- PROPOSED FILL 554±S.F. 21 f C.Y. PROPOSED SLOPED STONE REVETMENT EL.=7.2 100t1.F. 1,O5H7L i AP // e0 GF � '-PROPOSEDS \ / GRATED DECKING OVER SALT MARSH EXISTING ------� PIER I✓ 43'X2 7 '�EXISTING FLOAT X4' PIEREL=8.0PROPOSE 2"x6" RAILING ON 4'-0' 4" POST, 2"x8" RAILING ON 12" PILES O 1/2" NYLON a O ROPE IN PVC SLEEVE (TYP) 0 2"x8" STRINGER 9" D.C. (TYP.) 3/4" DIA. GALV. BOLT <, (TYP) 3/4" HOPE WATER LINE N 2"x6" EACH SIDE OF PILE NOTE: ALL TO MEET TOWN OF YARMOUTH REQUIREMENTS. TYPICAL PLATFORM SECTION SCALE: NONE �XOFF -YOIMAP 120PARCEL 14 %�1 STORY G WOOD FRAME HS 146 n CONC.RETAINING 9.WALL TOP=5.1TOBEREPLACED 200f S.F L T 4bA N/F \VICTOR L. MACHUNSI DEED BOOK 3570AGE 197 J'�'-6' WIDEDRAINAGE EASEMENT PROPOSED RAMP\�NLONSF-g STONE AND CEMENTMICHAEL MAJEWSKI RETAINING WALL-. TOP=4.6 TTOBE RtPLAC �t� MAP 120 PARCEL 13dLL10"CMSALT MARo10' PILING TYP.LOT 39 PROPOSED 8'X24' FLOA�7> � EXIS...._ / FLOAT I / LOCUS INFORMATION CURRENT OWNER: ROBERT E. KELLY JR TRUST OVERLAY DISTRICT: OKH TITLE REFERENCE: BOOK 36404, PAGE 239 NITROGEN SENSITIVE ZONE: NOT IN A ZONE II PLAN REFERENCE: BOOK 365, PAGE 91 FEMA FLOOD ZONE DISTRICT: "AE EL.=9 & ZONE XASSESSORS MAP: 120 PARCEL: 14 MINIMUM LOT SIZE: 40,000 S.F. ZONING DISTRICT: R-40 EXISTING LOT SIZE: 8,923±S.F. TOTAL LOT 41 SETBACKS: FRONT 30' SIDE 20' REAR 20' N35'17'03"W 213.73' PROPOSED 3'X20' RAMP PROPOSED 10" PILING TYP. PROPOSED 8'X24' FLOAT 10 0 Lj -10 u 1+50 a, NOTES: 1. THIS PLAN IS BASE AN A SITE SURVEY OF THE LOCUS PROPERTY BETWEEN 9/11/24 AND 11/6/24. 2. THE ELEVATIONS ON THIS PLAN ARE ON NAVD 88 DATUM. 3. TIDAL INFORMATION ID BASED ON TIDE LOGGER OBSERVATIONS. HTL=3.0 MHW=1.5 MLW=-1.0 4. DATUM RELATIONSHIP: -1 NAVD 88 = 0 MLW 5. THE EXISTING SEAWALL/BULKHEAD IS IN POOR CONDITION, AND IS TO BE REMOVED AND REPLACED WITH A SLOPED STONE REVETMENT. THE TOP OF THE NEW REVETMENT WILL BE EL.=7.2 6. THE EXISTING PIER IS TO BE REPAIRED FOR USE UNTIL A NEW CHAPTER 91 LICENSE CAN BE ATTAINED (APPROXIMATELY ONE YEAR). 7. LOT 41 AND LOT 40A ARE UNDER COMMON OWNERSHIP AND IS TO BE INCORPORATED INTO TIE ROBERT E. KELLY TRUST. 8. FINAL CONSTRUCTION DETAILS TO BE DONE BY CONTRACTOR. 8'-0" 2"x8" FRAMING 16" O.C. PROP. PILE SLEEVE PILING (TYP) 2" DIA. STEEL LAG BOLTS TYP DECKING OR EQUIVALENT —� II�I�I�II II�I�1�11 • ° II�!�!�II •- � II_I._I—II � ice•- . II�)r11�11 II�l�l�Il TIMBER FLOAT DETAIL SCALE: NONE PROPOSED GRATED DECKING OVER SALT MARSH PROPOSED 94'X4' PIER DECK EL=8.0-\ e 1+00 LAND UNDER 50 u THE OCEAN 22't SALT MI 114't MHW TO END PROPOSED PIER PROFILE STONE REVETMENT OPOSED RAMP PROPOSED FILL BEHIND WALL 10 ....... 0 MHW 1.5 MLW-1.0 -10 0+00 EXISTING BULKHEAD TO BE REMOVED AND REPLACED WITH A SLOPED STONE BULKHEAD. PUBLIC ACCESS 5' MIN. CLEARANCE ISSUED FOR PERMITTING NOT FOR CONSTRUCTION LOCUS MAYFLOWER KELLEYS �A BAY P DINAHS P75� POND 6 LOCUS MAP NOT TO SCALE 4 1.10.48135o a 9�F gF015SEP c'JQ �SS�ONALlPKB �� 7 KIERAN . HEAL LS DATE FOR THE BSC COUP INC. PLAN TO ACCOMPANY A NOTICE OF INTENT 146 MAYFLOWER TERRACE IN YARMOUTH MASSACHUSETTS (BARNSTABLECOUNTY) DECEMBER 23, 2024 REVISIONS: NO. DATE IDESC. PREPARED FOR: ROBERT & MAUREEN KELLY 146 MAYFLOWER TERRACE SOUTH YARMOUTH, MA 02664 BSC GROUP BUILD OSUPPORT �CONNECT 349 Main Street -Route 28 West Yarmouth, Massachusetts 02673 508 778 8919 © 2024 BSC Group, Inc. SCALE: 1" =20' 0 10 20 40 nx, FILE: 0101231-N OI. D WG DWG.: D WG JOB. NO:0101231.00 SHEET 1 OF 1