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Home My WebLink About83-1865L - i I � i I r !' r I e 1 _ i � L P/,OAOSF:J Srt - ffN�cF_ i rI -A—-'- - r=te_ \ .__ ,-- ✓ -... , ..� � - w _2 '2 :a _.� rji•P �/j�a'" 1 t off, or v / � -� ,7�• Ta,. � 1 r GENERAL NOTES 1. ELEVATIONS REFER TO NGVD 1929. SEETHE BENCHMARK ON THE OUTER PIER SUPPORT 2. THE PROJECT INTENT IS TO REPLACE AN EXISTING SUBSURFACE GROUNDWATER INTERCEPT DRAIN AND TO IMPROVE GROUHND STABILITY IN THE ANCIENT TRAVELLED WAY ACCESS TO TTIE NATER, 3. PRIOR TO ANY WORK ON THE PROJECT A SILT FENCE SHALL BE INSTALLED WHERE SHOWN. THE. SILT PENCE. SHALL CONSIST OF A CONTINUOUS RUN OF DEEP -STAKED FABRIC SILT FENCE BACKED UP BY A CONTINUOUS ROW OF STAKF,D STRAW BALES. 4. THE EXISTING CLAY PIPE SYSTEM, BOX CULVERT REMNANTS AND STONE SHALL BE REMOVED TO THE EXTENT NECESSARY TO PREPARE THE GROUND. THIS WORK IS I SUBJECT TO INSPECTION AS IT PROCEEDS. CONTACT CAPE COD ENGINEERING, INC. FOR ANY QUESTIONS OR CONCERNS ABOUT UNDERGROUND CONDITIONS ENCOUNTERED. - 5. TIIF. SHALLOW (24 INCH) TRENCH SHALL BE LINED %V1TH NIIRAF160OX FABRIC OR EQUAL. 6. 4 INCH TO 6 INCH NATIVE COBBLES, AS BED STONES SHALL BE PLACED AS A 12 INCH THICKNESS LAYER AND COVERED AND / Olt WRAPPED WITH THE 60OX FABRIC. {. 7. MINIMAL BED STONES FOR ALIGHNNIENT AND THE SURFACE STONES SHALL BE PLACED AND `. FITTED TO MATCH THE EXISTING GRADE. 8. SURFACE STONES SHALL BE OF GRANITE. COMPOSITION, SFAM OR FLAT -FACED, WITH THE FLAT FACE FITTED TO A UNIFORM SURFACE. ACCOUNTING FOR THE NATURAL IRREGULARITY OF THE STONE.. 9. THE EXISTING STOCKPILED SOIL SHALL BE PLACED I t'TO THE SURFACE. VOIDS AND SEEDED WITH NATIVE GRASS SEED. 10. PLEASE REFER TO THE ORDER OF CONDITIONS ISSUED FOR THE WORK ACTIVITY BY THE YARMOUTH CONSERVATION COMMISSION, ONCE ISSUED. 10 , i l�h,jY ;P r /. TOPOGRAPHIC PLAN siloNN7NG D or , ,• sem,, 4 n t- PROPOSED RE -CONSTRUCTION OF AN EXISTING SUBSURFACE GROUNDWATER DRAY �G p eF 7-0,o o.- ,Orsi vn.f±o2 r AT 1 BUTTERCUP LANE, SOUTH YARMOUTH, MA YARMOUTH ASSESSORS' MAP 119, PARCEL 32 PREPARED FOR JOHN CALLAHAN . AUGUST 21, 2009 SCALE - AS NOTED /?, frl.� y / �`yy ' f' rv�n r• pT \} .- .'� - PR£,PARF.D BY CAPE COD ENGINEERING, INC / ROBERT M. PERRY, P.E. 4 P.O. BOX 1517 FAST DENNIS, NtA 02641 5087385-1445 j � • "��,rl . f'•F � �� li 4 �� FoLL/fv S Ac*n✓,c� ' :•° 1 L ''� ' i '?+:..Pond � l i J I "1 e)1 � t J _ J , , r�t7 n) f % �/ TnO nc �p Z. •� J f _ ' y. < �` �, ell e- ✓ ..FC �f�'�- i..T.-, �; A ems_'—... ,C r,+•;t>r-. _: EC �.. - - r ____/' 4 G - 12) i a i i \ x -- --- _ j y ,t /6 r) If If J1 2, 42 ]I 14 CR�sSrE-criCi,. iiFvi � • "��,rl . f'•F � �� li 4 �� FoLL/fv S Ac*n✓,c� ' :•° 1 L ''� ' i '?+:..Pond "1 e)1 n) f % �/ TnO nc �p < �` �, ell e- ✓ ..FC �f�'�- i..T.-, �; A ems_'—... ,C r,+•;t>r-. _: EC �.. rc',C 12.e :r 14, r 4 G - 12) y ,t /6 r) If If J1 2, 42 ]I 14 CR�sSrE-criCi,. iiFvi /•' - 20' � • "��,rl . f'•F � ., X41 4 �� ' :•° Kl ''� ' i '?+:..Pond e)1 % �/ TnO nc �p /•' - 20' GENERAL NOTES 1. ELEVATIONS REFER TO NGVD 1929. SEE THE BENCHMARK ON THE OUTER PIER SUPPORT 2. THE PROJECT INTENT IS TO REPLACE AN EXISTING SUBSURFACE GROUNDWATER INTERCEPT DRAiN AND TO IMPROVE GROUiND STABILITY iN TITE ANCIENT TRAVELLED WAY ACCESS TO THE WATER 3. PRiOR TO ANY WORK ON TITS PROJECT A SiLT FENCE. SHALL BE INSTALLED WHERE SHOAVN. TIFE SiLT FENCE SHALL CONSIST OF A CONTINUOUS RUN OF DEEP — STAKED FABRIC SiLT FENCE BACKED UP BY A CONTINUOUS ROW OF STAKED STRAW BALES. 4. THE EXISTING CLAY PIPE SYSTEM, BOX CULVERT REMNANTS AND STONE SHALL BE REDIOVED TO THE EXTENT NECESSARY TO PREPARE THE GROUND. TRIS WORK iS SUBJECT TO INSPECTION AS IT PROCEEDS. CONTACT CAPE COD ENGINEERING, INC. FOR ANY QUESTIONS OR CONCERNS ABOUT UNDERGROUND CONDITIONS ENCOUNTERED. — 5. THE SHALLOW (2419CIi) TRENCiI SHALL BE LiNED WiTH DIiRAFI 60OX FABRIC OR EQUAL. 6. 4INCH TO 6 INCA NATIVE COBBLES, AS BED STONES SHALL BE PLACED AS A 12 INCH TIlICKNESS LAYER AND COVERED AND I OR WRAPPED WITH THE 600X FABRIC 7. MiNiMAL'BED STONES FOR ALIGIINATENT AND THE SURFACE, STONES SIiALI. BE PLACED AND FITTED TO MATCH THE EXISTING GRADE 8. SURFACE STONES SHALL BE OF GRANITE COMPOSITION, SEAM OR FLAT -FACED, WITH THE FLAT FACE PITTED TO A UNIFORM SURFACE ACCOUNTING FOR THE NATURAL IRREGULARITY OF THE STONE 9. THE EXISTING STOCKPILED SOIL. STIALi:BE PLACED INTO THE SURFACE VOIDS AND SEEDED �VITIi NATIVE GRASS SEED. 10. PLEASE REFER TO THE ORDER OF CONDITION'S ISSUED FOR THE WORK ACTIVITY BY THE YARMOUTH CONSERVATION COMMISSION, ONCE ISSUED. TOPOGRAPHIC PLAN SHOWING PROPOSED RE -CONSTRUCTION OF AN EXISTING SUBSURFACE GROUNDWATER -DRAT AT I BUTTERCUP LANE, SOUTH YARMOUTH, MA YARMOUTIi ASSF,SSORS'`NIAP IN'9, PARCEL32 PREPARED FOR JOHN CALLAHAN , AUGUST2N' r ' � C { 2009 SCALE — AS NOTED PRFPAREDBY CAPE COD ENGINEERING, 7NG .j pc _ a : }t ROBERT Di. PERRY, P.F. ra 4'la� P.O. BOX 1517 ' EAST DFN\iS, NIA 02641 508-385-1445 Xel ' :•° ''� ' i '?+:..Pond GENERAL NOTES 1. ELEVATIONS REFER TO NGVD 1929. SEE THE BENCHMARK ON THE OUTER PIER SUPPORT 2. THE PROJECT INTENT IS TO REPLACE AN EXISTING SUBSURFACE GROUNDWATER INTERCEPT DRAiN AND TO IMPROVE GROUiND STABILITY iN TITE ANCIENT TRAVELLED WAY ACCESS TO THE WATER 3. PRiOR TO ANY WORK ON TITS PROJECT A SiLT FENCE. SHALL BE INSTALLED WHERE SHOAVN. TIFE SiLT FENCE SHALL CONSIST OF A CONTINUOUS RUN OF DEEP — STAKED FABRIC SiLT FENCE BACKED UP BY A CONTINUOUS ROW OF STAKED STRAW BALES. 4. THE EXISTING CLAY PIPE SYSTEM, BOX CULVERT REMNANTS AND STONE SHALL BE REDIOVED TO THE EXTENT NECESSARY TO PREPARE THE GROUND. TRIS WORK iS SUBJECT TO INSPECTION AS IT PROCEEDS. CONTACT CAPE COD ENGINEERING, INC. FOR ANY QUESTIONS OR CONCERNS ABOUT UNDERGROUND CONDITIONS ENCOUNTERED. — 5. THE SHALLOW (2419CIi) TRENCiI SHALL BE LiNED WiTH DIiRAFI 60OX FABRIC OR EQUAL. 6. 4INCH TO 6 INCA NATIVE COBBLES, AS BED STONES SHALL BE PLACED AS A 12 INCH TIlICKNESS LAYER AND COVERED AND I OR WRAPPED WITH THE 600X FABRIC 7. MiNiMAL'BED STONES FOR ALIGIINATENT AND THE SURFACE, STONES SIiALI. BE PLACED AND FITTED TO MATCH THE EXISTING GRADE 8. SURFACE STONES SHALL BE OF GRANITE COMPOSITION, SEAM OR FLAT -FACED, WITH THE FLAT FACE PITTED TO A UNIFORM SURFACE ACCOUNTING FOR THE NATURAL IRREGULARITY OF THE STONE 9. THE EXISTING STOCKPILED SOIL. STIALi:BE PLACED INTO THE SURFACE VOIDS AND SEEDED �VITIi NATIVE GRASS SEED. 10. PLEASE REFER TO THE ORDER OF CONDITION'S ISSUED FOR THE WORK ACTIVITY BY THE YARMOUTH CONSERVATION COMMISSION, ONCE ISSUED. TOPOGRAPHIC PLAN SHOWING PROPOSED RE -CONSTRUCTION OF AN EXISTING SUBSURFACE GROUNDWATER -DRAT AT I BUTTERCUP LANE, SOUTH YARMOUTH, MA YARMOUTIi ASSF,SSORS'`NIAP IN'9, PARCEL32 PREPARED FOR JOHN CALLAHAN , AUGUST2N' r ' � C { 2009 SCALE — AS NOTED PRFPAREDBY CAPE COD ENGINEERING, 7NG .j pc _ a : }t ROBERT Di. PERRY, P.F. ra 4'la� P.O. BOX 1517 ' EAST DFN\iS, NIA 02641 508-385-1445