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HomeMy WebLinkAbout83-1569 - 2 - Bulkhead Replacement. . tibbetts enginEering corp x4.15 ZCMC716 COUNTY N STREET TAUNTOd, MA 02780 tel. (508) STREET $22-6934-fax 880.7811 >c-1.73 41 EMAIL, civil @ libbettsergineerIng.com s _ x7.00 - GENERAL NOTES: civil engineering Test Pit and Boring Locations Are Approximate. land surveying New AZ13 - - transportation ' >i 21 Sheets® Test Borings Taken For Design Purposes And May Not Represent t 24ft.-12ft. Actual Conditions Encountered During Construction. environmental permitting Long x9.19 - testing & construction SeNIces See Geotechnical Report Dated April 24, 2001 For Test 9.9 x9.54 Logs of Borings B-1 through B-8 & Test Pits TP -1 through TP -5. +b. x-1.52 er e� Elevations are in feet and tenths and refer to the plane 10.40 0% ,Maes s•_¢_\ of Mean Low Water (MLW = 0.0) �C New AZ13 •g 9.i - - °:' x:,, \'a 53 Sheets® 24ft. long pGG��y LEGEND: J Q° _ _ B 6 (A0 x 1.51aG ti 0 9 1 o Test Boring Location 10 TP -1v New AZ13 } c°' 10.x`7 Test Pit Location - i 0(�f 23 Sheets® 22ft. long 1.53 o Proposed Rip Rap Q00 Proposed Armor Stone x-1.35 New AZ13 " 23 Sheets® ® X Spot Grade NOTE: ANCHORED PORTION IS THE 22ft. long EXISTING LENGTH OF THE WEST SIDE STEEL SHEETED BULKHEAD ew AZ13 _ -- Limit Of Work 61 Sheets® Item #2A 20ft. long e° 70.07 Remove & Dispose of Steel Sheeted Bulkhead, Wood Wale &Treated Wood Cap (Typical for approximately 465LF) ,A r d 8-7 - - - NORMAL TIDE RANGE HYANNIS PORT, HYANNIS HARBOR NOTE: CONTRACTOR TO SALVAGEdE3 �,1DMAN 4..?v BOLTING SYSTEM FOR REUSE W/NEW �� S9 3.22 M.H.W. (Mean High Water) DOUBLEPJINEL WALE SYSTEM. / leo - 0 '"._ 1.61 M.T.L. (Mean Tide Level) 6� gas P opo _ 0.00 M.L.W. (Mean Low Water) Q�ac�\ New AZ13 o°� - 30 Sheets® �'(a�ex A_ X10.97 a x-1.27 20ft. long ry J _ Item #5 QxaQ Remove Selective Rip Rap & Reinstall with _ I new 1 to 2 ton fractured face armor stoneG Q - o. ; interlocked with existing& new ripra ston �• x11.91 10.7 (Approximately 35 Tons of new stone) >y -1.20 FJ _ .6t F r • e� sr�r Prl/° Q ' ' x-1.02 X`0.85 OX 2 10.5 n P OOG g• a or �e6o- .. * I Q P r mop �1N �1 .68 �?S v�� P / VMITE ":... ' New AZ13 ! ( O - r r rC NoPfClNS1E�F�S x-0.81 7.19 9 Sheets a { 20ft. long ry 11.05 New AZ13 r " 7 19 Sheets® 18ft. long ' 49 \ _ Project Locati n X6.46 * - Note: Typical existing planting crec, \ / x11.00 �y, Red Jacket Beach \O 1 • .... - contractor to verily. remove 0.70 x8.24 Motor Inn k + x-0.77 and store plantings. 44` �lsr • 7.19 ,�s.as �"` r` .P°r = - m New AZ13 1 South Shore Drive ' x6-24 X rr -- 10 Sheets® ,.e, - en. eme..3 New A713 5.71 '+c, # 20ft. long �„�,,, �, South Yarmouth, MA. F F 6.1 e? Sheets® ` ce Item Additional Armor Stone 1.22 7.37 tEft. long c-fe with Filter Fabric & Stone Bedding '"i 7.86 x Barnstable Count/ B-3 F B` ee Section A -A mx�`a o rex°'` D r 2 ZJ a Prepared For -3 °rt Proposed Top of Wall y, S h o r e `, B sP Elevation = 12.0 u t �l. € Proposed Top of Wall �° C. PW Existin Pod 3i 's Davenport Realty i s - s >(5-81 Elevation = 12.0 X6,41 A ® Planting Area ® aPud South Yarmouth, M& 7(.93 7.51 '.. N ^O• x-0.55 .28 'q.Op� X 6.65 'm`i° .2 1x i cma� cuwa. va m obi x.67 °+l O 06.39 x 0 Q X6.2 Q Drawing Title 0 0 �Ofe 5.99 B-2 -r 3-2 8 ? -1 E Item #7 - o i= 4-0�� Install 220 LF +/- of subdrain New AZ13 Item #1 I Pe'®pl©Sed PVC piping with filter fabric & stone 15 Sheets® x3.46 Key Existing Concrete Retaining Wall ria 0 0 a ifs See Section A -A 7(.94 loft. long x3.50 to New Sheeting and Underpin Footing I Steel Bulkhead k% x3.49 New AZ13 Item #2 6 71 Sheets® Remove & Dispose of Steel Sheet Be 3.56 Item #4 24ft. long Bulkhead, Wale and Treated Wood Cap Replacement X-0.56 O04 7f•24 Furnish & Install AZ13 Steel (Typical for approximately 473 LF) .47 >f5.40Sheet Piling w/C15x33.9 Oc desS x3.69 Cap; Typical for Cantilever 88 X5.03 portion (t473LF) (for quantities see circle details) COPYRIGHT®2001TIBBETTS ENGINEERING CORP _ y NO PART OF THIS DRAWING MAY BE REPRODUCED, N Note: Cantilever portion is the x-0.21 TRANSMITTED, OR STORED BY ANY MEANS, WHAT- Note: length of the south x 0.26 .01 SOEVER, WITHOUT THE EXPRESSED WRITTEN r % x475 g CONSENT OF TIBBETTS ENGINEERING CORP. WITH 1 a steel sheeted bulkhead wall. x 0.33 THE EXCEPTION OF ANY REGULATORY AUTHORITY x a o >(-0.12 -" - WHICH MAY REPRODUCE IT IN CONJUNCTION WITH >C--0.61 .43 THE PERFORMANCE OF OFFICIAL BUSINESS UNDER 0 o x1.47 x 0.17 ITS JURISDICTION. Drawn by: RWR/JD - : o a x E ^ X Desby CMW Drawing Number x1.fi1 -0.24 Approximate work limits with Beach access Reviewed 6y: Graphic Scale WPG 0 o x -o.20 1 inch = 30 feet Approved by CMW 0 30 fi0 90 Project No: 10796.020 a of u Date: D8/23/01 .- �0 As Shown For Approval JD Rev. Date Description By g• a or �e6o- .. * I Q P r mop �1N �1 .68 �?S v�� P / VMITE ":... ' New AZ13 ! ( O - r r rC NoPfClNS1E�F�S x-0.81 7.19 9 Sheets a { 20ft. long ry 11.05 New AZ13 r " 7 19 Sheets® 18ft. long ' 49 \ _ Project Locati n X6.46 * - Note: Typical existing planting crec, \ / x11.00 �y, Red Jacket Beach \O 1 • .... - contractor to verily. remove 0.70 x8.24 Motor Inn k + x-0.77 and store plantings. 44` �lsr • 7.19 ,�s.as �"` r` .P°r = - m New AZ13 1 South Shore Drive ' x6-24 X rr -- 10 Sheets® ,.e, - en. eme..3 New A713 5.71 '+c, # 20ft. long �„�,,, �, South Yarmouth, MA. F F 6.1 e? Sheets® ` ce Item Additional Armor Stone 1.22 7.37 tEft. long c-fe with Filter Fabric & Stone Bedding '"i 7.86 x Barnstable Count/ B-3 F B` ee Section A -A mx�`a o rex°'` D r 2 ZJ a Prepared For -3 °rt Proposed Top of Wall y, S h o r e `, B sP Elevation = 12.0 u t �l. € Proposed Top of Wall �° C. PW Existin Pod 3i 's Davenport Realty i s - s >(5-81 Elevation = 12.0 X6,41 A ® Planting Area ® aPud South Yarmouth, M& 7(.93 7.51 '.. N ^O• x-0.55 .28 'q.Op� X 6.65 'm`i° .2 1x i cma� cuwa. va m obi x.67 °+l O 06.39 x 0 Q X6.2 Q Drawing Title 0 0 �Ofe 5.99 B-2 -r 3-2 8 ? -1 E Item #7 - o i= 4-0�� Install 220 LF +/- of subdrain New AZ13 Item #1 I Pe'®pl©Sed PVC piping with filter fabric & stone 15 Sheets® x3.46 Key Existing Concrete Retaining Wall ria 0 0 a ifs See Section A -A 7(.94 loft. long x3.50 to New Sheeting and Underpin Footing I Steel Bulkhead k% x3.49 New AZ13 Item #2 6 71 Sheets® Remove & Dispose of Steel Sheet Be 3.56 Item #4 24ft. long Bulkhead, Wale and Treated Wood Cap Replacement X-0.56 O04 7f•24 Furnish & Install AZ13 Steel (Typical for approximately 473 LF) .47 >f5.40Sheet Piling w/C15x33.9 Oc desS x3.69 Cap; Typical for Cantilever 88 X5.03 portion (t473LF) (for quantities see circle details) COPYRIGHT®2001TIBBETTS ENGINEERING CORP _ y NO PART OF THIS DRAWING MAY BE REPRODUCED, N Note: Cantilever portion is the x-0.21 TRANSMITTED, OR STORED BY ANY MEANS, WHAT- Note: length of the south x 0.26 .01 SOEVER, WITHOUT THE EXPRESSED WRITTEN r % x475 g CONSENT OF TIBBETTS ENGINEERING CORP. WITH 1 a steel sheeted bulkhead wall. x 0.33 THE EXCEPTION OF ANY REGULATORY AUTHORITY x a o >(-0.12 -" - WHICH MAY REPRODUCE IT IN CONJUNCTION WITH >C--0.61 .43 THE PERFORMANCE OF OFFICIAL BUSINESS UNDER 0 o x1.47 x 0.17 ITS JURISDICTION. Drawn by: RWR/JD - : o a x E ^ X Desby CMW Drawing Number x1.fi1 -0.24 Approximate work limits with Beach access Reviewed 6y: Graphic Scale WPG 0 o x -o.20 1 inch = 30 feet Approved by CMW 0 30 fi0 90 Project No: 10796.020 a of u Date: D8/23/01 .-