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HomeMy WebLinkAbout83-1569 - 3 - Sections & Details 2_ { t 2x10 w/2x4 PT (top) 2x10 PT (sides) (plywood in some areas) Typical Elev. 11.7 12x12 Concrete Patio Block Elev. 11,15 8x8x27 timber bolted to sheeting Alternate locations on both sides. II Existing Light Beam Wale II each Sand Random Placed II —H=ill=III=iii=iir-,,, Armor Stone W16 5x12 (Welded to II Sheeting) II Stone & Boulder Fill 2/14/01 (I Beach Sand II II II II II 2x12 & 2x4 PT (Top) blocking behind 11 I� Light Beam Wale W16,5x12 (Welded to sheeting) II �� pprox, Elev. 0.0 Bot, of Sheeting �) Approx. Elev, -1.0 Bot. of Sheeting ` EXISTING CONDITIONS EXISTING CONDITIONS Section A -A Sectlon B -B Scaler 1/2' 1.0' Scaler 1/2' = 1.0' Existing 8 'foot wooden light post to be removed & reinstalled as required by the Owner, Remove, stockpile & reinstall Interlocking armor stone 3/4' stone wrapped Max. height elev. 6.7 in filter fabric Loam Bed w/mulch Provide additional stone Remove, Stack & as necessary. (See Detail A) Reinstall Concrete Patio (See Detail A) New (15x33.9 C block upside down � (Galvanized) Dev. 12 775 i Dev, 12.00 Reinstall & Elev, 12.00 Remove & Dispose of Steel compact soils Sheeting, Steel Wale, Hardware & P,T, Wood Cap 2'0 Sch, 40 PVC & Timber stubs @ maximum of 20' o.c, Elev. 9.8 + New AZ13 Sheeting 24' tong (typical) Low Permeability Fill cutoff Elev, 8,00, Cutoff Etev. 8.00 Note: Remove, Store & Reinstall various existing plants in locations as required by Owner. original ground compacted backfill typical excavation limits. sand�M=II�I III each IIII Seasonal — I— „—, — IIII Typical Excavation salvaged stone Limits. II I & New Armor Stone IIII Beach Sand Woven monofilament IIII I I Proposed 16'-20' long Sheeting to remain III AZ13 Sheets (Typical) geotextile III IIII IIII IIII IIII IIII IIII Elev, 2.0 IIII III IIII IIII 12' layer of modified Rockfill III _� IIII 10 LU Existing Bot,of sheeting Elev, 0.0 III LTJ Bottom of sheeting Etev. - PROPOSED CANTILEVER SYSTEM REPLACEHENT PROPOSED CANTILEVER SYSTEM REPLACEMENT Section A -A Section B -B Scales 1/2' 1.0' Scale: 1/2' = 1.0' R EIev, 12.5 Rem. & Dispose Severely decayed 12x12 wooden wale 1-1/2'0 Rod w/Nut & 6'x6'x3/8' plate Fractured Face Rip Rap (est, 50 to 2500 lbs) Beach ITi Elev. 7,0 ZG:716 tibbEtts EngineEring corp COUNTY STREET TAUNTON, MA 02780 tel. (508) 822-6934 fax (508) 880.7811 EMAIL, tectaunton@aol.com civil engineering 2x10 PT (top) land surveying transportation 2x8 PT (sides) environmental permitting testing & construction services Lawn See sheet 4 of 4 for proposed sheeting tieback replacement Section C -C L L1 Elev, 0,0 (Bot, of Sheeting) EXISTING CONDITIONS Section C -C Scalet 1/2' = 1.0' Min, 25' ANCHOR PILE DETAIL D (ALTERNATE 1) Not to Scale File: Davenport Details AN OF STOPH s M. WHITE No. 41095 CML ' cislEtt� fssi rug E4'� r o o/ Project Locat on Red Jacket Beach Motor Inn 1 South Shore Drive South Yarmouth, MA Prepared For Davenport Realty South Yarmouth, MA Drawing Title Existing and Proposed Sections and Details COPYRIGHT © 2000 TIBBETTS ENGINEERING CORP 10 PART OF THIS DRAWING MAY BE REPRODUCED, TRANSMITTED, OR STORED BY ANY MEANS, WHAT— SOEVER, WITHOUT THE EXPRESSED WRITTEN "ONSENT OF TIBBETTS ENGINEERING CORP. WITH THE EXCEPTION OF ANY REGULATORY AUTHORITY VVHICH MAY REPRODUCE IT IN CONJUNCTION WITH THE PERFORMANCE OF OFFICIAL BUSINESS UNDER TS JURISDICTION. Drawn by: C.M.W. Design by: C.M.W. Drawing Number Reviewed by: W.P.G. Approved by: C.M.W. Project No: of 10796.010 Date:. 08/02/01 QO As Shown For Approval JD Rev. Date Description By AN OF STOPH s M. WHITE No. 41095 CML ' cislEtt� fssi rug E4'� r o o/ Project Locat on Red Jacket Beach Motor Inn 1 South Shore Drive South Yarmouth, MA Prepared For Davenport Realty South Yarmouth, MA Drawing Title Existing and Proposed Sections and Details COPYRIGHT © 2000 TIBBETTS ENGINEERING CORP 10 PART OF THIS DRAWING MAY BE REPRODUCED, TRANSMITTED, OR STORED BY ANY MEANS, WHAT— SOEVER, WITHOUT THE EXPRESSED WRITTEN "ONSENT OF TIBBETTS ENGINEERING CORP. WITH THE EXCEPTION OF ANY REGULATORY AUTHORITY VVHICH MAY REPRODUCE IT IN CONJUNCTION WITH THE PERFORMANCE OF OFFICIAL BUSINESS UNDER TS JURISDICTION. Drawn by: C.M.W. Design by: C.M.W. Drawing Number Reviewed by: W.P.G. Approved by: C.M.W. Project No: of 10796.010 Date:. 08/02/01