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HomeMy WebLinkAbout83-1569 - 2 - Bulkhead Replacement 2ta�`�v PQQ x 1.35 New AZ13 23 Sheets® NOTE: ANCHORED PORTION IS THE 22ft. long EXISTING LENGTH OF THE WEST .+ SIDE STEEL SHEETED BULKHEAD. New AZ13�� X-1.44 a �► 61 Sheets® - Item #2A 20ft. long 10.07 Remove & Dispose of Steel Sheeted "r Bulkhead, Wood Wale &Treated Wood Cap ev (Typical for approximately 4651-F) � a d a+ B-7 NOTE: CONTRACTOR TO SALVAGIf-66bMAN BOLTING SYSTEM FOR REUSE W/NEW DOUBLE CMNEL WALE SYSTEM. � 'NI \o� 10.8 New AZ13 30 Sheets® x•-1.27 20ft. long So\� X10.97 Item #5 ossa ti Q�aQ o Remove Selective Rip Rap & Reinstall with _ w new 1 to 2 ton fractured face armor stone interlocked with existing & new rip rap ston c' ✓ - X11.91 (Approximately 35 Tons of new stone) 0 10.7 ? TP- y � 11.44 X-1.02 x 0.85 OX 2 10. 5 _ °*c� •/ �� we Q �C ossa, `� t.:yi to*s �` _ - ��• F Z, arCo' Top *.,) +t Pt 0J 9• b � of 4° 6.68?S�oii <°40. " // � 10.93 ` /}� ° New AZ13 `_ O _ 4 x-0.81 7.19 19 Sheets® �8• �S p in Woll _ - , O ` 20ft. long 1 \ I J New AZ13 '_._ ry 4\ 19 Sheets® 0 ..aJ� tie 18ft. long _4 J x6.46 / ` -_ 4 e,y4 - m Note: Typical existing planting area, Xi1.oa � e _ contractor to verify, remove ° x-0.77 and store plantings. fieri e-e/s)) _ - 7.18 w� m >(5.85 "o e _ - m /I A.24 X °N 1 New AZ13 #' tem A; 6.1 81 Sheets6 571 s4" °® Insstall A ditional Armor Stone 1.22 t6ft. long B_3 M°*e?e a with deer FagiAc& Stone Bedding th m t° % "tP_3 °r Proposed Top of Wall Elevation 12.0 Proposed Top of Wall o�O e.d C. ewf vm Existingg x5.81 Elevation = 12.0 x6.41 A ® Planting A 28 v q x5.93 x 7.51 `\ X-0.55 A,p6.65.E .2 0 o X5.67 '+"%� 6.39 X O a X6.2 5.99 B -z -2 w ate Item #7 o F ��i`(r Install 2220 LF +/- of subdrain New AZ13 0 0 /Z* PVC piping with filter fabric & stone 15 Sheets® a. a its, See Section A -A 5.84 20ft. long 113.50 h'%th X3.49 New AZ13 71 Sheets® >(-0.56 49001 X5.24 3.56 Item #4 24ft. long 47 Furnish & Install AZ13 Steel .ao pc Sheet Piling w/C15x33.9 0041S X3.69 Cap; Typical for Cantilever X5.03 portion (t473LF) 3 (for quantities see circle details) N @ Note: Cantilever portion is the N x47s existing length of the south ,x0.26 Y r X1 4 steel sheeted bulkhead wall. 0 0 X-0.12 a ox-0.61 .43 a •o X1.47 X-0.17 v ri z x1.61 -0.24 Approximate work limit 4 Graphic Scale U v o >C-0.201 inch= 30 feet 0 30 60 90 tibbetts Enginecring corpt(E, 716 COUNTY08R 9ET TAUfax (( 08j 880-811 EMAIL* 027801 EMAIL: dd @ fibbettsengineeting.can GENERAL NOTES: civil engineering Test Pit and Boring Locations Are Approximate. land surveying Test Borings Taken For Design Purposes And May Not Represent transportation Actual Conditions Encountered During Construction. environmental permitting See Geotechnical Report Dated April 24, 2001 For Test testing & construction services Logs of Borings B-1 through B-8 & Test Pits TP -1 through TP -5. Elevations are in feet and tenths and refer to the plane - of Mean Low Water (MLW = 0.0) LEGEND: B-8 Test Boring Location TP -1 - Test Pit Location Proposed Rip Rap O�Q Proposed Armor Stone X Spot Grade Limit Of Work NORMAL TIDE RANGE HYANNIS PORT, HYANNIS HARBOR 3.22 M.H.W. (Mean High Water) 1.61 M.T.L. (Mean Tide Level) 0.00 M.L.W. (Mean Low Water) 09 Lai M. WHITE No. 41095 CIVIL h� 11.05 Project Locati n n Red Jacket Beach 0.70 x8.24 Motor Inn 1 South Shore Drive ,� South Yarmouth, MA. 7.37 ® 86 7.86 x Barnstable County anuNPetT`q *° W M �`C D r L v e Prepared For °'- S o a t h S h o r e Davenport Realty South Yarmouth, MA. IX Drawing Title TP -1 X3.46 Item #1 I Proposes! Key Existing Concrete Retaining Wall It#2 to New Sheeting and Underpin Footing Qf 1 Bulkhead Remove & Dispose of Steel Sheet Bulkhead, Wale and Treated Wood Cap s Replacement (Typical for approximately 473 LF) .88 - - COPYRIGHT © 2001 TIBBETTS ENGINEERING CORP NO PART OF THIS DRAWING MAY BE REPRODUCED, X0.21 TRANSMITTED, OR STORED BY ANY MEANS, WHAT .01 SOEVER, WITHOUT THE EXPRESSED WRITTEN CONSENT OF TIBBETTS ENGINEERING CORP. WITH X 0.33 THE EXCEPTION OF ANY REGULATORY AUTHORITY. WHICH MAY REPRODUCE IT IN CONJUNCTION WITH THE PERFORMANCE OF OFFICIAL BUSINESS UNDER ITS JURISDICTION. Drown by RWR/JD r s with Beach aCCeSS Design by: CMW Drawing Number Reviewed by: WPG Approved by. CMW - Project No: of All 10796.020 .. Date: 08/23/01 QO As Shown For Approval JO Rev. Date Description By 09 Lai M. WHITE No. 41095 CIVIL h� 11.05 Project Locati n n Red Jacket Beach 0.70 x8.24 Motor Inn 1 South Shore Drive ,� South Yarmouth, MA. 7.37 ® 86 7.86 x Barnstable County anuNPetT`q *° W M �`C D r L v e Prepared For °'- S o a t h S h o r e Davenport Realty South Yarmouth, MA. IX Drawing Title TP -1 X3.46 Item #1 I Proposes! Key Existing Concrete Retaining Wall It#2 to New Sheeting and Underpin Footing Qf 1 Bulkhead Remove & Dispose of Steel Sheet Bulkhead, Wale and Treated Wood Cap s Replacement (Typical for approximately 473 LF) .88 - - COPYRIGHT © 2001 TIBBETTS ENGINEERING CORP NO PART OF THIS DRAWING MAY BE REPRODUCED, X0.21 TRANSMITTED, OR STORED BY ANY MEANS, WHAT .01 SOEVER, WITHOUT THE EXPRESSED WRITTEN CONSENT OF TIBBETTS ENGINEERING CORP. WITH X 0.33 THE EXCEPTION OF ANY REGULATORY AUTHORITY. WHICH MAY REPRODUCE IT IN CONJUNCTION WITH THE PERFORMANCE OF OFFICIAL BUSINESS UNDER ITS JURISDICTION. Drown by RWR/JD r s with Beach aCCeSS Design by: CMW Drawing Number Reviewed by: WPG Approved by. CMW - Project No: of All 10796.020 .. Date: 08/23/01