Loading...
HomeMy WebLinkAbout36.106.1 - Existing Conditions Plan of Land (2)NOTE: WETLAND DELINEATION BY THE BSC GROUP, INC. IN OCTOBER OF 2006. FILED LOCATION OF ALL SITE DATA PERFORMED IN OCTOBER OF 2006 do MAY OF 2007. UNDERGROUND UTILITIES / DRAINAGE INFORMATION IS BASED ON VISIBLE FIELD MARKINGS AND DESIGN PLANS OF RECORD. DIG SAFE TO BE CALLED AT 1 -600 -DIG -SAFE PRIOR TO ANY EXCAVATION / CONSTRUCTION. AL N/F TOWN OF YARMOUTH r1l AL AL J J T1 PI` WF/16 dYL �If" � 4 ������r• ��urge � f ' `_ >1 I BUILDING BUILDING 'Y O BITUMINOUS \ �S- - PAVEMENT / 4 N/F / AL , // ; AL TOWN OF YARMOUTH iYc/ J WFJ � \ ` WF#54 I 1� WFC• f43 AL 000000, ft 016,0, T3P1 �V0000 AL �3, \ ` WF A\. AL iVL �v/// //%) /1/! �� ' � �FF�'1' fj11 � I 1 II It }1 1}\t\• AL `C�1 N \ AIL/ i // // // / ! 1�\ �• 1 1 1 II'}} i \ wF�Se E AIL \ DRAINAGE 1 1 11 } \ \ \ "\N788*39 CONCRETE / / �// / / �! I C ' iA�� }1 i \\�\' }.\1� 201'BOUND AL FOUND WFk AL `• \ • � • WF#37/// // /// // IAS/• 1 \ 1 i I I I i\�wF�A _� • �... �� • �/ ' � } 1 I III J 'dr` / . �rI1o1+T de V)VF01 0,��// / / / . % // J 1 { I I I I (% IDYL. AIL 01;1 AL�/, / /' / // / / \ \ GRAVEL ° I ( I IL I I WF/162 N/F // �/ / i e4,� PARKING ARE/ J I ! 50 I TOWN OF YARMOUTHIDD AL WIF /� // /�� L AL// ryo�/ /' Ile X W453 ALI AL ///i'�j i / / i' — �\ 1MFI65. CL AL AL S4 oil, /// /�/'/%/ // GRE /100• 27 /\ \ .S x I \ {#}'' •\,cn�' \\ \ \\ \ \\\\ // ////// / — \ ! // TP/3 �� , �• .r �o\• /\ \ \\\ \ \\\ \ �\ — ! ) \Ae LP \ IIq GWEN Fp7d F -ICA I 1 /W GRAVEL WF // // / / ! / / ( °O✓'j�PUTTING j l l ! PARKING A EAx<' _ \ \ o X �� � PU \ C // // `•�; 11 1�\\ 1} it 11 tl' AL ,1YL/ % /•:// //// ///� ! A /�/ �� 37.7 --�-0-- — — _ _ � �.�` i \\ 1 ,�• — I CB • — EDGE AVEME�7 '17*WW ` — CONCRETE TOP OF / / — / WF/Zr� / J // Z di. / J PUTTING I / / - / \4280 CONCRETE / / BOUND No . BOUNCONDED / WFIf24 GREEN / / \ PAD / / FOUND ` EL 23.12 AL / �/23��•� � ///� / ( �'//��/•.^� //)/ / ! I I i X23' / \� // iY1 / F /iYL W��_�� i i!�� // •��/ Jk%yti, % ,may ; IIrI \`��i \�i^ w#ZAL WF#21 GE OF y1ET1A oEXISTING WOOD ,�,a,�•+ .' ��� J /\ / / / PUTTING ) ,13 / \ f RETAINING WALLS .1', — — T 16 \ ( / \ —\ /'WILD ANIMAL GREEN ! I0- WF/17� / PIPE O \ �\ DRAINA / / \ \ / LAGOON ! I i ELECTRIC C \I AREA . // /� \ MINIATURE / 1 COVERS » ; DRAINAGE\ o \ / ` 18 HOLE ''� l GOLDEN BOY BITUMINOUS } ARS. /// \ \ / \ROLF COURSE RESTAURANT PAVEMENT \ / / \ \ POND R•A� \ /�• (INTERIOR w "RE I / �•�' J / / \ NOT-SURVEYED)OOOP / oma, 1 L ' l ° � � o N SHIED \ \\ \\ LP S'Y57EM ' ' ) $ / e i e (DI LP (D } \ moi• I \ \� BITUMINOUS o t �' ASS. HIGHWAY o / I • \ I; MULCH BOUND FOUND PAVEMENT e C• • / tJp �.�BOON ` , / rZ+ MULCH 0\� ' �— \ B00 'rn 1l \ I / A j MULCH ' \ w \ b I /\ \ ( < LP PAVEMENT 1Y 18 q \ J J-/4 7 MULCH _ T i /oma MULCH — w I / 1111 'r• PAD I >-P sy 511w OHvt RIM — �.w V1 \ 1 17.6® w � V1 3 w _ �w B CHM K TAG BOLT _ _ r w .VARIABLE w O i // ,7 BOUND FOUND MASS. HIGHWAY BOUND FOUND z REVISIONS: LEGEND I CERTIFY TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT THE LOT CORNERS, DIMENSIONS AND SETBACKS TO THE 50.9 X SPOT ELEVATION C.B. ® CATCH BASIN DMH ® DRAINAGE MANHOLE SMH ® SEWER MANHOLE TMH (D TELEPHONE MANHOLE LP LIGHT POLE UPL-► UTILITY POLE / LIGHT UPLT* UTILITY POLE / LIGHT & TRANSFORMER UPT UTILITY POLE / TRANSFORMER UP UTILITY POLE _04— OVERHEAD ELECTRIC UNE o EHH ELECTRIC HANDHOLE ® GMET GAS METER —G— GAS LINE N GAS GATE WG ® WATER GATE _W_ WATER UNE 4! TEST PIT NOTE: WETLAND DELINEATION BY THE BSC GROUP, INC. IN OCTOBER OF 2006. FILED LOCATION OF ALL SITE DATA PERFORMED IN OCTOBER OF 2006 do MAY OF 2007. UNDERGROUND UTILITIES / DRAINAGE INFORMATION IS BASED ON VISIBLE FIELD MARKINGS AND DESIGN PLANS OF RECORD. DIG SAFE TO BE CALLED AT 1 -600 -DIG -SAFE PRIOR TO ANY EXCAVATION / CONSTRUCTION. AL N/F TOWN OF YARMOUTH r1l AL AL J J T1 PI` WF/16 dYL �If" � 4 ������r• ��urge � f ' `_ >1 I BUILDING BUILDING 'Y O BITUMINOUS \ �S- - PAVEMENT / 4 N/F / AL , // ; AL TOWN OF YARMOUTH iYc/ J WFJ � \ ` WF#54 I 1� WFC• f43 AL 000000, ft 016,0, T3P1 �V0000 AL �3, \ ` WF A\. AL iVL �v/// //%) /1/! �� ' � �FF�'1' fj11 � I 1 II It }1 1}\t\• AL `C�1 N \ AIL/ i // // // / ! 1�\ �• 1 1 1 II'}} i \ wF�Se E AIL \ DRAINAGE 1 1 11 } \ \ \ "\N788*39 CONCRETE / / �// / / �! I C ' iA�� }1 i \\�\' }.\1� 201'BOUND AL FOUND WFk AL `• \ • � • WF#37/// // /// // IAS/• 1 \ 1 i I I I i\�wF�A _� • �... �� • �/ ' � } 1 I III J 'dr` / . �rI1o1+T de V)VF01 0,��// / / / . % // J 1 { I I I I (% IDYL. AIL 01;1 AL�/, / /' / // / / \ \ GRAVEL ° I ( I IL I I WF/162 N/F // �/ / i e4,� PARKING ARE/ J I ! 50 I TOWN OF YARMOUTHIDD AL WIF /� // /�� L AL// ryo�/ /' Ile X W453 ALI AL ///i'�j i / / i' — �\ 1MFI65. CL AL AL S4 oil, /// /�/'/%/ // GRE /100• 27 /\ \ .S x I \ {#}'' •\,cn�' \\ \ \\ \ \\\\ // ////// / — \ ! // TP/3 �� , �• .r �o\• /\ \ \\\ \ \\\ \ �\ — ! ) \Ae LP \ IIq GWEN Fp7d F -ICA I 1 /W GRAVEL WF // // / / ! / / ( °O✓'j�PUTTING j l l ! PARKING A EAx<' _ \ \ o X �� � PU \ C // // `•�; 11 1�\\ 1} it 11 tl' AL ,1YL/ % /•:// //// ///� ! A /�/ �� 37.7 --�-0-- — — _ _ � �.�` i \\ 1 ,�• — I CB • — EDGE AVEME�7 '17*WW ` — CONCRETE TOP OF / / — / WF/Zr� / J // Z di. / J PUTTING I / / - / \4280 CONCRETE / / BOUND No . BOUNCONDED / WFIf24 GREEN / / \ PAD / / FOUND ` EL 23.12 AL / �/23��•� � ///� / ( �'//��/•.^� //)/ / ! I I i X23' / \� // iY1 / F /iYL W��_�� i i!�� // •��/ Jk%yti, % ,may ; IIrI \`��i \�i^ w#ZAL WF#21 GE OF y1ET1A oEXISTING WOOD ,�,a,�•+ .' ��� J /\ / / / PUTTING ) ,13 / \ f RETAINING WALLS .1', — — T 16 \ ( / \ —\ /'WILD ANIMAL GREEN ! I0- WF/17� / PIPE O \ �\ DRAINA / / \ \ / LAGOON ! I i ELECTRIC C \I AREA . // /� \ MINIATURE / 1 COVERS » ; DRAINAGE\ o \ / ` 18 HOLE ''� l GOLDEN BOY BITUMINOUS } ARS. /// \ \ / \ROLF COURSE RESTAURANT PAVEMENT \ / / \ \ POND R•A� \ /�• (INTERIOR w "RE I / �•�' J / / \ NOT-SURVEYED)OOOP / oma, 1 L ' l ° � � o N SHIED \ \\ \\ LP S'Y57EM ' ' ) $ / e i e (DI LP (D } \ moi• I \ \� BITUMINOUS o t �' ASS. HIGHWAY o / I • \ I; MULCH BOUND FOUND PAVEMENT e C• • / tJp �.�BOON ` , / rZ+ MULCH 0\� ' �— \ B00 'rn 1l \ I / A j MULCH ' \ w \ b I /\ \ ( < LP PAVEMENT 1Y 18 q \ J J-/4 7 MULCH _ T i /oma MULCH — w I / 1111 'r• PAD I >-P sy 511w OHvt RIM — �.w V1 \ 1 17.6® w � V1 3 w _ �w B CHM K TAG BOLT _ _ r w .VARIABLE w O i // ,7 BOUND FOUND MASS. HIGHWAY BOUND FOUND z REVISIONS: NO. DATE DESC. I CERTIFY TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT THE LOT CORNERS, DIMENSIONS AND SETBACKS TO THE STRUCTURE AS DETERMINED BY INSTRUMENT SURVEY AND AS SHOWN ON THIS PLAN ARE CORRECT. ani /HOFMs i„ GPAGA Nol 80.19 IJ }:, PROFESSIONAL LAND SURVEYOR DATE EXISTING CONDITIONS PLAN OF LAND #449 #48, #62 & #68 ROUTE 28 -MAIN STREET IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) MARCH 16, 2007 PREPARED FOR: CHAD DOE, CODE REALTY C/O OCEANSIDE CONSTRUCTION 419 RIVER ROAD MARSTONS MILLS, MA 02648 EBSC GROUP 349 Main Street, Unit D W. Yarmouth Massachusetts 02673 508 778 8919 Q 2007 The BSC Group, Inc. SCALE: 1' 30' 0 3.75 7.5 15 WETM D 15 30 50 Frcr PROJ. MGR.: C. FIELD FIELD: D. GAZZOLO / P. HAGIST CALC./DESIGN: K. HEALY DRAWN: K. HEALY CHECK: C. FIELD FILE: 9178—EXC.DWG DWG. NO: 5766-04 SHEET 2 OF 10 JOB. NO: 4-9178.00