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HomeMy WebLinkAbout192 Pleasant Street - Profile & Cross Sectionsit / \ / OA N/F °° N�/ / NANCY STEWART / px �\• 188 PLEASANT STREET �� �^ PROP06 6 CLDI ASSESSORSPARCEL M0 P 51 \ �. \\ wA /R MAIN DEED BOOK 2251, PAGE 140 �Ir� / \ \ \ d' PLAN BOOK 149, PAGE 11 !G1 \ \ \ PARCEL C / R \ \ / QJ / o� '(o 0 'off 0\\ -14- \ \ \ \� G LOT 1 608± S.F. WETLANDS / / P��J '°s• \ �-o 0 56,886± S.F. UPLAND / •ti o� 57,494± S.F. 'A 1.32± ACRES /� \ 13.65 / 4 �� \ % SHAPE AREA J°. I - \ 40,851 ± S.F. 14°\ e 0.94± ACRES LOT 3 SHAPE FAC'T'OR 21.95 I 66,912± S.F. I 1.54± ACRES °b,o e \ \ SHAPE AREA Qo°x ,I. v►p �. 12.5 \ -- PROPOSED 40,471 ± S.F. vNE R�5 13.8 13.51 = \ �\ INFILTRATION 0.93 ACRES �R 10< BASIN I SHAPE FACTOR 21.75 o ° I F'C1 I.53 39 I 13.71,/ S �. �d 3.44 - 1 / CONCRETE BOUND % 1 0 1 TO BE SET (TYP.) /, 14' of .'LA ' h/F i / 3.31 �S 1 FRED & PATRICIA KACZOR #200 PLEASANT STREET ASSESSORS MAP 51 /13.79 PARCEL 103 DEED BOOK 14281, PAGE 124•.., -• PLAN BOOK 220, PAGE 157 13.45 "LOT 3" 13.58 SCALE: 1 " = 20' HORIZ. / / 13.88 \ HORIZ 0 2.5 5 10 METERS a - HORIZ 0 10 20 40 Fm RO D N \ o / / HYDRANT iL I 14 12 10 T EDGE OF TRAVELED WAY PVI STA. 0+75 EDGE OF PLEASANT STREET ELEV. 14.01 RIGHT-OF-WAY PROPOSEDEX. SURFACE ALONG FINISH ADE ROAD 'A' CENTERLINE ROADA' CENTERLINE LOW POINT PVI STA. 1+75 ELEV. 13.45 - ---- =osis -- BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER DEFINITIVE PLAN OF LAND #2121-B 192 & 196 PLEASANT STREET IN SOUTH YARMOUTH MAS SAC H U S E17S (BARNSTABLE COUNTY) PROFILE & -- - -- ---- -0.67.------ NO. -- -- -- 0.55/0 ------ _ i d N O r Cn0 R to 04� 22 DAVENPORT ROAD WEST DENNIS, MA 02670 P K B UTLER2002@YAH 00. CO M Lr_91p ivisc �-Dup 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 - 508 778 8919 © 2013 BSC Group, Inc. SCALE: AS NOTED ri DWG. NO: 6086-03 , SHEET 3 OF 3 JOB. NO: 4-9605.02 0+00 U+SU Ituu Itou SCALE: 1" = 20' HORIZ. 1 " = 2' VERT. HOR¢ 0 2.5 5 10 vERr 0 0.25 0.5 1 METERS HORIZ 0 10 20 40 FEET VERT 0 1 2 4 LT•uu LTJV 16 14 12 10 12" SHOULDER 7'-0" TRAVEL LANE 40' RIGHT-OF-WAY 7'-0" _ I _ TRAVEL LANE 12" SHOULDER 1 1/2" CRUSHED SHELLS OR APPROVED EQUAL 1/4"/FT. MIN. 1/47FT. MIN. - / :'12 COMPACTED GRAVEL BORROWS BA . .. M 1.03.0 C .. 4 ••v. 'Z/_ COMPACTED SUBGRADE ROADWAY SECTION A -A (14' WIDE) NOT TO SCALE 40' RIGHT-OF-WAY 12" 12" SHOULDER WIDTH VARIES 14' TO 18' SHOULDER MPX' 21 C. 1 1/2" CRUSHED SHELLS OR APPROVED EQUAL 3:� F 1 /4"/FT. MIN. \14 / 2:1 MAXIN CUT. . / - - -12" COMPACTED GRAVEL BORROW BASE := ' (M 1.03.0 C) Ir COMPACTED SUBGRADE ROADWAY SECTION B -B (VARIABLE WIDTH, NOT TO SCALE I' GENERAL NOTES 1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL MAKE CERTAIN THAT ALL REQUIRED PERMITS AND APPRNALS 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 ND LOCATION OF ALL UTILITIES AFFECTED BY THE WORK PRIOR TO THE START OF CONSTRUCTION. WHERE AN EXISTING UTILITY ISFOUND TO CONFLICT WITH THE PROPOSED WORK, THE LOCATION, ELEVATION, AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETEWINED, WITHOUT DELAY, BY THE CONTRACTOR, AND THE INFORMATION SHALL BE FURNISHED IN WRITING TO THE ENGINEER. THE CONTACTOR SHALL ASSUME ALL LIABILITY ASSOCIATED WITH THE VERIFICATION, DISTURBANCE, AND/OR REPLACEMENT OF ALL EXISTING LnLITIES ENCOUNTERED PRIOR TO OR DURING CONSTRUCTION. 3. THE CONTRACTOR SHALL NOTIFY DIG -SAFE AT (888) 344-7233, PER THE COMMONWEALTH OF MASSACHUSTfS 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 EEVATION OF ALL WORK INSTALLED. THE CONTRACTOR SHALL PROVIDE THIS INFORMATION TO THE ENGINEER UPON REQUEST, FOR ISE IN PREPARING RECORD DRAWINGS. 5. CONTRACTOR SHALL ENSURE THAT THERE ARE NO IMPACTS TO THE EXISTING BUILDING OR ADJACENT PROIERTIES DURING CONSTRUCTION. VEHICULAR WAYS SHALL REMAIN OPEN DURING BUSINESS HOURS AND THERE SHALL BE I�) 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. 8. CONTRACTOR TO REMOVE 20' OF EXISTING PAVEMENT BETWEEN STATION 0+30 AND 0+50 AND REPLACE WITH 3/4" - 1 1/2" STONE TO AID IN THE REMOVAL OF MUD FROM THE CONSTRUCTION VEHICLES TIRES. I" OF MASs9i+ � y BRIAN O YERGATIAN CIVIL 1� 620640 FSS G� BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER DEFINITIVE PLAN OF LAND #2121-B 192 & 196 PLEASANT STREET IN SOUTH YARMOUTH MAS SAC H U S E17S (BARNSTABLE COUNTY) PROFILE & CROSS SECTIONS FEBRUARY 28, 2013 NO. DATE DESC. PREPARED FOR: PAUL BUTLER 22 DAVENPORT ROAD WEST DENNIS, MA 02670 P K B UTLER2002@YAH 00. CO M Lr_91p ivisc �-Dup 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 - 508 778 8919 © 2013 BSC Group, Inc. SCALE: AS NOTED FILE: 9605-OPT3.DWG DWG. NO: 6086-03 , SHEET 3 OF 3 JOB. NO: 4-9605.02