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HomeMy WebLinkAboutDOA - 24 Frothingham Way - Layout & Materials PlanEX. "5 AND RELOCATE EX. SPEED LIMIT SIGN FXIS T ING STUP SIGN e� 7 EXISTING ` TREE TO 8E REx10VED QG a, N /rte MICKAEL d. D_NYSE DODD ASSESSORS MAP 51 PARCEL 87.2 (TOWN WATER) #156 PLEASANT STREET EDGE OF PROPOSED GRAVEL SHOULDER (TY'.) TR:STAN RAti t TRUST ASSESSORS MAP 51 PARCEL 83 (TOWN WATER) #148 PLEASANT STREET — EX:SMNG TREE TO REMAIN PROTECT IN PLACE (TYP.) Ir �dvRC 00\\ EAS113 SG,, ";LC 'V G Liin :C 8F29/20il UST-:';,',' RESPONSIBLE FOR VZRNPiliNG TF IA i CONTENT OF T riS KAN HAS NOT BEEN FURTHER RWE iSED EXCLUSIVE USE AREA PROPOSED EDGE OF GRAVEL ROADWAY E K ti y\% 1\ h4 IRON f'� I FCU>�O 1 1 ELOCATE EXISTING SIGN c fn BASS RIVER a. W YACHT CLUB" }L ¢z I �< 043 Wa 1 ,i I� f I N/F FREDERICK SILVZRiO ASSESSORS MAP 51 PARCEL 84 (TOWN WATER) #14 FROTHINGHAM WAY STOP 50' LONG x 18' WIDE (MIN.) STONE PAD SCALE: 10 CONCRETE BOUND/DISK FOUND �— GEOTEXTILE FABRIC N/F SHIP SHOPS, ALLEN PRIDDY ASSESSORS MAP 51 PARCEL 81 (TOWN WATER) 1-1 /2" HOT MIX ASPHALT TOP COURSE 2" HOT MIX ASPHALT B BINDER COURSE EXTEND EfiS'liNG BIT. DESC. I fPRGN TO WIDTH OF 6/02/11 NEW ROADWAY X; > itiG 12 COMPACTED GRAVcL BORROW . r VST AND RAIL rENOL / h /� ., �ci� ' " LIMIT SIGN OF EXISTING PAVEMENT PRIOR e� 7 EXISTING ` TREE TO 8E REx10VED QG a, N /rte MICKAEL d. D_NYSE DODD ASSESSORS MAP 51 PARCEL 87.2 (TOWN WATER) #156 PLEASANT STREET EDGE OF PROPOSED GRAVEL SHOULDER (TY'.) TR:STAN RAti t TRUST ASSESSORS MAP 51 PARCEL 83 (TOWN WATER) #148 PLEASANT STREET — EX:SMNG TREE TO REMAIN PROTECT IN PLACE (TYP.) Ir �dvRC 00\\ EAS113 SG,, ";LC 'V G Liin :C 8F29/20il UST-:';,',' RESPONSIBLE FOR VZRNPiliNG TF IA i CONTENT OF T riS KAN HAS NOT BEEN FURTHER RWE iSED EXCLUSIVE USE AREA PROPOSED EDGE OF GRAVEL ROADWAY E K ti y\% 1\ h4 IRON f'� I FCU>�O 1 1 ELOCATE EXISTING SIGN c fn BASS RIVER a. W YACHT CLUB" }L ¢z I �< 043 Wa 1 ,i I� f I N/F FREDERICK SILVZRiO ASSESSORS MAP 51 PARCEL 84 (TOWN WATER) #14 FROTHINGHAM WAY STOP 50' LONG x 18' WIDE (MIN.) STONE PAD SCALE: 10 CONCRETE BOUND/DISK FOUND �— GEOTEXTILE FABRIC N/F SHIP SHOPS, ALLEN PRIDDY ASSESSORS MAP 51 PARCEL 81 (TOWN WATER) 1-1 /2" HOT MIX ASPHALT TOP COURSE 2" HOT MIX ASPHALT B BINDER COURSE TOP JOINT TO BE SEALED WITH AN EMULSION AND SAND MIX [_ DESC. I 1 6/02/11 EXIST. PAVEMENT 12 COMPACTED GRAVcL BORROW . EXIST. GRAVEL BASE $U6fASE. (M 1,03 0 TYPE C) .; " APPLY TACK COAT OF RS -1 EMULSION TO VERTICAL FACE OF EXISTING PAVEMENT PRIOR COMPACTED SUBGRADE REMOVE UNSUITABLE TO THE PLACEMENT OF THE MATERIAL AND REPLACE WITH GRAVEL (TYPE A) NEW HOT MIX ASPHALT COMPACTED IN 6" LIFTS UT EXISTING PAVEMENT IN A NEAT UNE USING SAW CUT METHOD ONLY THROUGH ENTRE DEPTH OF EXISTING PAVEMENT HOT MIX ASPHALT PAVEMElkNI T JOi'NTS SCALE: NONE 7 R / WAIS RIVER YACHT CLUB Yr s ASSESSORS MAP 51 /00, " 6.25 PARCEL 85 X (TOWN WATER) x{22 FROTHINGHAM WAY GPS \ EXISTING x ONE-STORY p \ BUILDINGWOOD 0 �� / "BASS RIVER Ob /� ,;, Ft o I YACHT CLUB" A O U• � I I T x� UPL o0 1100" G oF- CONCRETE I o ° BOUND DISI( FOUND / BENCHMARK 0J4j TOP OF N/F Cpy, �T TE _ / DISK SET IN CONCRETE ASSESSORS D S. AP DHFBOUN3� � � BOUND. 6.0' N.G. G.V.D. /�/ COASTAL BANK ASSESSORS MAP 51 GH Fc�V\D a PARCEL 87.1 �. (TOWN WATER) EDGE Of ¢158 PLEASANT S -MEET 0 N/F / RNERFRONT \ ! SHIRLEY & GEORGE CROCKETT 100' BUFFER MHW WRACK ASSESSORS MAP 51 TO COASTAL BANK S' 1s PARCEL yyy (TONT! WATETE R) #�sr8, BB• / #24 FROTHINGHAM WAY ,�!'•'Pt5t5 OF MgSp�cy YERGATIAN -V�i ` V aClVil BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER ROADWAY RECONSTRUC t ION PIANS FROTHINGHAM WAY IN SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) LAYOUT & MATEMALS PLAN APRIL 5, 2011 NO. DATE DESC. I 1 6/02/11 ROADWAY ALIGNMENT 2 8/09/11 REVISE ALIGNMENT 3 8/29/11 REVISE ALIGNMENT PREPARED FOR: BASS RIVER YACHT CLUB P.O. BOX 182 SOUTH YARMOUTH, MA 02664 ISC GROUP �«„xaa 349 Main Street Unit D, Route 28 W. Yarmouth, Massachusetts 02673 508 778 8919 © 2011 BSC Group, Inc. SCALE: 1" = 20' lame 0 10 20 40 Fw FILE: P:\prj\4836000\Eng\48.36003—LM.dwg DWG. NO: 5340-06 SHEET 2 OF '3 JOB. NO: 4-8360.03