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HomeMy WebLinkAboutDOA - 24 Frothingham Way - Grading PlanSILT FENCE (LIMIT OF WORK) N/F MICHAEL & DENYSE DODD ASSESSORS MAP 51 PARCEL 87.2 (TOWN WATER) #156 PLEASANT STREET EXISTING STOP SIGN EXISTING PItN OF M4SS4Cy POST AND RAIL FENCE o YERGATI N CIVIL EXISTING FFS SPEED LIMIT SIGN BRIAN G. YERGATIAN DATE TEMPORARY CONSTRUCTION ROADWAY ENTRANCE (SEE DETAIL, SHEET 2) PLANS FROTHINGHAM WAY N/F SOUTH YARMOUTH TRISTAN REALTY TRUST ASSESSORS MAP 51 \, PARCEL 83 (TOWN WATER) APRIL 5, 2011 /148 PLEASANT STREET obi. GUY WRE \\ \ SILT FENCE ° \ (UNIT of WORK) ° 11 \\ \\) ° \ EXISTING SIGN "SLOW CHILDREN CROSSING" GENERAL NOTES: 1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL MAKE CERTAIN THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED THE PROJECT PLANS. 2. EXISTING UTIUTIES, WHERE SHOWN HEREON, ARE APPROXIMATE. THE CONTRACTOR SHAM VERIFY THE SIZE AND LOCATION OF ALL UTILITIES AFFECTED BY THE WORK PRIOR TO THE START OF CONSTRUCTION. WHERE AN EXISTING UTIUTY IS FOUND TO CONFUCT WITH THE PROPOSED WORK, THE LOCATION, ELEVATION, AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED, WITHOUT DELAY, BY THE CONTRACTOR, AND THE INFORMATION SHALL BE FURNISHED IN WRITING TO THE ENGINEER. THE CONTRACTOR SHALL ASSUME ALL LIABILITY ASSOCIATED WITH THE VERIFICATION, DISTURBANCE, AND/OR REPLACEMENT OF ALL EXISTING UTILITIES ENCOUNTERED PRIOR TO OR DURING CONSTRUCTION. 3. THE CONTRACTOR SHALL NOTIFY DIG -SAFE AT (888) 344-7233, PER THE COMMONWEALTH OF MASSACHUSETTS STATUTE CHAPTER 82, SECTION 40, A MINIMUM OF 72 HOURS PRIOR TO THE START OF CONSTRUCTION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE RECORDS OF THE LOCATION AND ELEVATION OF ALL WORK INSTALLED. THE CONTRACTOR SHALL PROVIDE THIS INFORMATION TO THE ENGINEER UPON REQUEST, FOR USE IN PREPARING RECORD DRAWINGS. 5. CONTRACTOR SHALL ENSURE THAT THERE ARE NO IMPACTS TO THE EXISTING BUILDING OR ADJACENT PROPERTIES DURING CONSTRUCTION. VEHICULAR WAYS SHALL REMAIN OPEN DURING BUSINESS HOURS AND THERE SHALL BE NO INTERUPTION IN UTILITY SERVICES TO THE EXISTING BUILDING. 6. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. ALL CONSTRUCTION ACTIVITIES SHALL COMPLY WITH OSHA REGULATIONS AND ALL LOCAL AND STATE REQUIREMENTS. 7. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO BSC GROUP FOR REVIEW AND APPROVAL OF ANY DESIRED SUBSTITUTIONS. ISSUED FOR CONSTRUCTION: 8/292011 USER RESPONSIBLE FOR VERIFYING THAT CONTENT OF THIS PLAN HAS NOT BEEN FURTHER REVISED \O I � z� � N <W ' a .0 <Z 3 941 F ZZzw EM W 3 1 I 3:1 MAX. 12" GRAVEL SHOULDER 40' RIGHT-OF-WAY 8' TRAVEL LANE 3" STONE SCREENINGS (M 2.05.0) 1/4"/FT. MIN. 1 8' TRAVEL LANE 1/47FT. MIN. 12" GRAVEL SHOULDER TYPICAL ROADWAY SECTION SCALE: NONE CONCRETE \ BOUND/DISK FOUND \ N/F FREDERICK SILVERIO ASSESSORS MAP 51 PARCEL 84 (TOWN WATER) �S ti \ #14 FROTHINGHAM WAY �y.�- i N/F ' COs \ SHIPASSESSORSLLEN PMAP SIDDY <y DO PARCEL 81 (TOWN WATER) RR. 5 3r O. ExlsnNc o� � STOP SIGN G�g� SHED \ i 'pO 7 BASS RIVER ACHT CLUB \ �\ X .25 AS�SSORS MAP- 51 PARCEL 85 (TOWN WATER) \ \0000, #22 FROTHINGHAM WAY \ N OAK STAKE TER FABRIC io 1CKFlLL w 6- FLOW EARTH tiN 5 SILT FENCE SCALE: NONE _7 w / E ti °ReNo kti wY \ \608 — -- / �. IRON-- \ PIPE \ \ \ 6 __. __ \ 0P/ • J FOU D \ \ I i %P SILT FENCE 1 ��. EXISTING• 'r \ \ UP O (LIMIT OF WORK) % ONE–STORY p0s& WOOD BUILDING o "BASS RIVER F �� ��ti s o°• YACHT CLUB" ro � I o ✓ I O� UPL G�' PQEi _ \ � C �✓ \ \ / \o- CONCRETE BOUND FOUND \ / �P, � DISK � — — — N/F RICHARD S. DODD ASSESSORS MAP 51 PARCEL 87.1 (TOWN WATER) #158 PLEASANT STREET CONCRETE BOUND / DH FOUND \ BENCHMARK o / DISK SET IN CONCRETE \ S 0� TOP OF \ BOUND. 6.0' N.G.V.D. �� `�� COASTAL BANK \ N/F �\ \ SHIRLEYGEORGE CROCKETT ASASSEE SSORS MAP 51 1PARCEL 86 (TOWN WATER) #24 FROTHINGHAM WAY j EDGE OF 100' BUFFER \ RNERFRONT TO COASTAL BANK --,,,V S+R8�e8 6 / MHW WRACK/ PItN OF M4SS4Cy BRUIN G. Gm o YERGATI N CIVIL 4 ,9 6206 C FFS s -all -�i BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER ROADWAY RECONSTRUCTION PLANS FROTHINGHAM WAY IN SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) GRADING PLAN APRIL 5, 2011 NO. DATE DESC. 1 6/02/11 ROADWAY AUGNMENT 2 8/09/11 REVISE AUGNMENT 3 8/29/11 REVISE ALIGNMENT PREPARED FOR: BASS RIVER YACHT CLUB P.O. BOX 182 SOUTH YARMOUTH, MA 02664 BSC GROUP z{.. 349 Main Street Unit D, Route 28 W. Yarmouth, Massachusetts 02673 508 778 8919 © 2011 BSC Group, Inc. SCALE: 1 " = 20' 0 10 20 40 F, FILE: P:\prj\4836000\Eng\4836003-LM.dwg DWG. NO: 5340-06 SHEET 3 OF 3 JOB. N0: 4-8360.03