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HomeMy WebLinkAbout192 Pleasant Street - Plan & Profile Details0 N u o Ivl o , 5 0� N/F NANCY STEWART #188 PLEASANT STREET ASSESSORS MAP 51 PARCEL 101 DEED BOOK 2251, PAGE 140 �- PLAN BOOK 149, PAGE 11 "PARCEL C" \,�G o P ' y�,i► e� 0 O J •O s• a a P �G / QP N/F FRED & PATRICIA KACZOR #200 PLEASANT STREET ASSESSORS MAP 51 PARCEL 103 DEED BOOK 14281, PAGE 124 PLAN BOOK 220, PAGE 157 "LOT 3" 0 .ti 0 0 -o 14 13.65 0 LOT 3 66,912± S.F. 1.54± ACRES 96. SHAPE AREA QG°X ♦ 12.5 40,471 ± S.F. 115 13.8 0.93 ACRES �VNE 13.51 SHAPE FACTOR 21.75 SCALE: 1 " = 20' HORIZ. Mawr 0 2.5 5 10 uEMM "Ow 0 10 20 40 nxT EDGE OF TRAVELED WAY PVI STA. 0+75 EDGE OF PLEASANT STREET ELEV. 14.01 RIGHT-OF-WAY EX. SURFACE ALONG PROPOSED INISH GRADE ROAD 'A' CENTERUNE ROAD 'A' CNTERUNE 16 14 12 10 a - 14-j LOT 1 608± 0 S.F. WETLANDS 56,886± S.F. UPLAND 57,494± S.F. TOTAL 1.32± ACRES SHAPE AREA 40,851 ± S.F. 0.94± ACRES SHAPE FACTOR 21.95 PROPOSED INFILTRATION BASIN LOW POINT PVI STA. 1+75 ELEV. 13.45 O -o.s1z I. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL MAKE CERTAIN THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. Ci NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED THE PROJECT Pmt 2. EXISTING UTILITIES, WHERE SHOWN HEREON, ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE SIZE AND LOCATION OF ALL _. 39 13.73 .• • '- I x13.44 CONCRETE BOUND 0 5% THE CONTRACTOR SHALL NOTIFY DIG -SAFE AT (888) 344-7233, PER THE COMMONWEALTH OF MASSACHUSETTS STATUTE CHAPTER 82, TO BE SET (TYP.) 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 l 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 INTERRUPTIONS IN UTILITY SERVICES TO THE EXISTING BUILDING. le � •"' 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. v d- r T N r O r r 3.31,R� n r r r r r � r n f T 13.79 / 13.45 :z / o <v 13.58 13.88 EDGE OF TRAVELED WAY PVI STA. 0+75 EDGE OF PLEASANT STREET ELEV. 14.01 RIGHT-OF-WAY EX. SURFACE ALONG PROPOSED INISH GRADE ROAD 'A' CENTERUNE ROAD 'A' CNTERUNE 16 14 12 10 a - 14-j LOT 1 608± 0 S.F. WETLANDS 56,886± S.F. UPLAND 57,494± S.F. TOTAL 1.32± ACRES SHAPE AREA 40,851 ± S.F. 0.94± ACRES SHAPE FACTOR 21.95 PROPOSED INFILTRATION BASIN LOW POINT PVI STA. 1+75 ELEV. 13.45 0+00 i all$] 1+50 SCALE: 1 " = 20' NORIZ. 1 " = 2' VERT. nom 0 2.5 5 10 v[xr 0 0.25 0.5 1 METM Moor 0 10 20 40 nxr vorr 0 1 2 4 2+00 2+50 40' RIGHT-OF-WAY • 7'-0"O" 12 TRAVEL LANE TRAVEL LANE 3-1/2- 1/4-/FT. -1/2"1/4"/FT. MIN. BIT. CONC. 1/4"/FT. MIN. PAVE ENT ------------------ Z N Gv� MOM Xx :/ D F / GRAVEL BO oorl/ I 'ACTE EL \ RRONU BA SE . M 1.03 .0 C I\ Ix \-77 /\\/x�/\\/i\\//�\/��//,Io'Y i//i //i COMPACTED SUBGRADE i ROADWAY SECTION A -A (14>t WIDE) NOT TO SCALE '' 40' RIGHT-OF-WAY WIDTH VARIES BIT. CONC. PAVEMENT 1N 1/47FT. MIN. 2:1 MAX. IN CUT �. \ i\\ 12 COMPACTED GRAVEL BORROW BASE Kv/' / - (M 1.03.0 C)\ j,\/, / / 1 COMPACTED SUBGRADE 4 ROADWAY SECTION B -B (VARIABLE WIDTH 14' - 1811 NOT TO SCALE 1-1/2" HOT MIX ASPHALT WEARING COURSE 2" HOT MIX ASPHALT BINDER COURSE 1111 111.1 IT -1 1111.1 ill ill • - ° Y 12" COMPACTED GRAVEL •' ' •a.'_ BORROW BASE ... •.. �.•-• (M 1.013.0 C) 16 ��� COMPACTED SUBGRADE STANDARD DUTY FLEXIBLE PAVEMENT i[: PAVEMENT SECTIONS SHOWN ARE THE MINIMUM REQUIRED AND ARE SUBJECT TO CHANGE BASED ON THE RESULTS OF GEOTECHNICAL INVESTIGATIONS HOT MIX ASPHALT PAVEMENT SECTIONS 12 SCALE: NONE GENERAL NOTES 10 -o.s1z I. 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 UTILITIES, WHERE SHOWN HEREON, ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE SIZE AND LOCATION OF ALL UTILITIES AFFECTED BY THE WORK PRIOR TO THE START OF CONSTRUCTION. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, THE LOCATION, ELEVATION, AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED, WITHOUT DELAY, BY '- -0. ALL LIABILITY ASSOCIATED WITH THE VERIFICATION, DISTURBANCE, AND/OR REPLACEMENT OF ALL EXISTING UTILITIES ENCOUNTERED PRIOR TO OR DURING CONSTRUCTION. 0 5% 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 INTERRUPTIONS IN UTILITY SERVICES TO THE EXISTING BUILDING. le � •"' 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. v d- r T N r O r r C^0 r n r r r r r � r n f T 0+00 i all$] 1+50 SCALE: 1 " = 20' NORIZ. 1 " = 2' VERT. nom 0 2.5 5 10 v[xr 0 0.25 0.5 1 METM Moor 0 10 20 40 nxr vorr 0 1 2 4 2+00 2+50 40' RIGHT-OF-WAY • 7'-0"O" 12 TRAVEL LANE TRAVEL LANE 3-1/2- 1/4-/FT. -1/2"1/4"/FT. MIN. BIT. CONC. 1/4"/FT. MIN. PAVE ENT ------------------ Z N Gv� MOM Xx :/ D F / GRAVEL BO oorl/ I 'ACTE EL \ RRONU BA SE . M 1.03 .0 C I\ Ix \-77 /\\/x�/\\/i\\//�\/��//,Io'Y i//i //i COMPACTED SUBGRADE i ROADWAY SECTION A -A (14>t WIDE) NOT TO SCALE '' 40' RIGHT-OF-WAY WIDTH VARIES BIT. CONC. PAVEMENT 1N 1/47FT. MIN. 2:1 MAX. IN CUT �. \ i\\ 12 COMPACTED GRAVEL BORROW BASE Kv/' / - (M 1.03.0 C)\ j,\/, / / 1 COMPACTED SUBGRADE 4 ROADWAY SECTION B -B (VARIABLE WIDTH 14' - 1811 NOT TO SCALE 1-1/2" HOT MIX ASPHALT WEARING COURSE 2" HOT MIX ASPHALT BINDER COURSE 1111 111.1 IT -1 1111.1 ill ill • - ° Y 12" COMPACTED GRAVEL •' ' •a.'_ BORROW BASE ... •.. �.•-• (M 1.013.0 C) 16 ��� COMPACTED SUBGRADE STANDARD DUTY FLEXIBLE PAVEMENT i[: PAVEMENT SECTIONS SHOWN ARE THE MINIMUM REQUIRED AND ARE SUBJECT TO CHANGE BASED ON THE RESULTS OF GEOTECHNICAL INVESTIGATIONS HOT MIX ASPHALT PAVEMENT SECTIONS 12 SCALE: NONE GENERAL NOTES 10 I. 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 UTILITIES, WHERE SHOWN HEREON, ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE SIZE AND LOCATION OF ALL UTILITIES AFFECTED BY THE WORK PRIOR TO THE START OF CONSTRUCTION. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT 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 INTERRUPTIONS 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. ',SN of Mq: BRIAN G. a YERGATIA cj C L po' ' FQ, Lk f l-11 k .3 BRIAN G. YERGATIAN d DATE PROFESSIONAL ENGINEER DEFINITIVE SUBDIVISION PLANS #2121B 192 & 196 PLEASANT STREET IN SOUTH YARMOUTH MASSACHUSETTS SA CHUSETTS (BARNSTABLE COUNTY) PLAN AND PROFILE DETAILS FEBRUARY 28, 2013 NO. I DATE I DESC. 1 1 4/17/13 1 TOWN DEPT. COMMENTS PREPARED FOR: PAUL K. BUTLER 22 DAVENPORT ROAD WEST DENNIS, MA 02670 pkbutler2002@yahoo.com BSC ROUP 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2013 BSC Group, Inc. SCALE: AS NOTED FILE: 4960502-DSP.dwg DWG. NO: 6086-03 JOB. NO: 4-9605.02 SHEET 3 OF 3