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HomeMy WebLinkAbout36.106.1 - Existing Conditions Plan of LandFORMER PARKING REQUIREMENTS: ILOT 1A - FORMERLY WESTERLY LOT ESTIMATED DESIGN BUILDING 1 = 29 SEATS 121/ 3 SEATS = 10 SPACES 2 ICECREAM WINDOWS @ 10 PER WINDOW = 20 SPACES BUILDING 2 = GIFT SHOP = 19 SPACES TOTAL SPACES REQUIRED, 49 SPACES LOT 2A - FORMERLY EASTERLY LOTS ESTIMATED DESIGN 18 MIN, GOLF COURSE @ 4 PER HOLE = 72 SPACES TOTAL SPACES REQUIRED, 72 SPACES ACTUAL PARKING REQUIREMENTS: LOT 1A - FORMERLY WESTERLY LOT - ACTUAL USE BUILDING 1 = 29 SEATS @1/ 3 SEATS = 10 SPACES 2 ICECREAM WINDOWS @ 4 PER WINDOW = 8 SPACES BUILDING 2 = 6,000± S.F OF RETAIL @80% = 4,800 S.F. @ 5 SPACE PER 1000 S.F. = 24 SPACES TOTAL SPACES REQUIREDi 54 SPACES TOTAL SPACES PROVIDEDi 42 SPACES LOT 2A - FORMERLY EASTERLY LOTS - ACTUAL USE 18 MIN, GOLF COURSE @ 2 PER HOLE = 36 SPACES TOTAL SPACES REQUIREDs 36 SPACES TOTAL SPACES PROVIDED, 96 SPACES USING CROSS PARKING AGREEMENTS — ACTUAL USE TOTAL SPACES REQUIRED, 78 SPACES TOTAL SPACES PROVIDED, 127 SPACES dL AIL AL AL AL —BUILDING COVERAGE 7,632:k S.F (18.7% i1L 04 �` UPLAND LOT COVERAGE 24,100±S.F.-59R �, # OPI LAWN DECK BUILDING "1 2,660± S.F LOCUS INFORMATION LEGEND N/F i '. ! /Ir WF#53 TOWN OF YARMOUTH AL/ / \ ` AL 50.9 X SPOT ELEVATION tWFO54 CURRENT OWNER: WAL, LLC C.B. ® CATCH BASIN WF#y/WF/43 Y \ \ TITLE REFERENCE: DEED BOOK 25569, PAGE 141 DMH ® DRAINAGE MANHOLE ��' ' —� ' • -- • L , ,��' ��\ \ 1 \• 1 ,� SMH ® SEWER MANHOLE / • PLAN REFERENCE: PLAN BOOK 459, PAGE 28 TMH 8 TELEPHONE MANHOLE / • '�` / I '�` I 1 \ \I 1 1 I ! . 1 z PLAN BOOK 381, PAGE 99 LP yytt�� UGHT POLE ` I - // /�-\ 1 1 1 1� ��i5 z ASSESSORS MAP: 36 UPL# UTILITY POLE / LIGHT • \ , !!!/ _ j / �\\\ 1 1 1 1 T3Pt PARCEL: 104, 105, 106 UPLT UTILITY POLE / LIGHT & TRANSFORMER ..� • / 1 �� ��� /p//i'%/1 \\ 111 I I n`� ZONING DISTRICT. B2 UPT UTILITY POLE /TRANSFORMER v 10` 0 / j/i _ - / i j� 1 4 `1 1 1 \TTM SETBACKS: FRONT 30 UP UTILITY POLE / /��, - - / ✓ If SIDE 25' —0 W— OVERHEAD ELECTRIC LINE 72P1 /j j-- - �i/ REAR 20' o EHH ELECTRIC HANDHOLE `\ /T2P - / I X \ \ \ 1 \ i MINIMUM LOT SIZE: 20 000 S.F. 0 GMET GAS METER \ // WF //i // �/ — I !• \ � \ \\ \ 1 l� \\ �� —G— GAS LINE TOTAL LOT AREA: 209,529± S.F. (4.8± AC.) ov / / //// �� r• �� l \ \\ I l l� ,,L\\ GAS GATE \ // // f r 1\ 1 1 11' WFAm OVERLAY DISTRICT- APO (/( J J( 1 1 _ 1 1 1 1 1 m WG WATER GATE rAL t NITROGEN SENSITIVE ® 1 1 1 111 \ — W— WATER UNE \ I/ // t \ 1 I 1 ZONE: YES -ZONE II illlc. / // // / r \ . I 1 1 \ �WFj158 \ illlc FEMA FLOOD TEST PIT ` 00' \\ / / // //�/ �I RAI GE ?� 1 1 l 1 1 \ \ N7 40•E� ZONE DISTRICT: ZONE "B & C- 7/2/1992 // // // / / /! I I / 1 U \ 1'\'C 8� CONCRETE I \ WF ` / / AR 1 \' E U 201.91 BOUND PANEL �t250015 0005 0 AL %FOUNDAL 273.74 0 i' o a ' U 'N JUL I' • `' 1 ,''' • �Lg #3Ci �/j% j// / / _ 1 11 I I I I 1\y WF�sb • RIVERFRON ` �'� ♦i /// // / / /' 1 I i l !/ �/ GRAVEL \ ? / j // // / / / / PARKING AREAL / / / ♦. \ J I N i'// // / / // / —� i 1 WF#62 \ rowN OF YARMOUTHWWF /// / � / // / / / �/,� ♦ � � I _ ! 1 I f /AL AL AL i/////i//�///.If ti� I ` I\ \ \ 1 11 1 I 1 ' / // /' \ ! \\. ; \\ \\ ; Il 11 1111 11 \AL1 B 13- / / / /� // 111 \ \Ile �'p, \7� wF#3/////GRA \ ; •\ \i/ O I 1 11 11 11 11 `11 I\`� a PROPOSED M74y�?f���, �� 36.84' // /� // / / i / CYC / i PARKING o 1 I 1 l ` dll� il8i PARKING 813+N, '3741-E //�/ i 1 \ 1 1� 1 \5, EASEMENT 88 08. \Yi i ' PROPOSED �% //�/ /// i i / / %/ i / X \ p' \ \ \ \ \' _ ( MIF%67 . SEPTIC 1 14- 'e 0; 18. \� \\ \ `�\6 3 / EASEMENT lol ,�hc // // // / / / \ 14- ti 1� / / \\ , 20.0 \ \ \ \ \\ \ urn �� 1 \ L\ \ \ \\ \ o CK GRAL ►///// / / /.� NO STRIPIN� m i 55.62 WF/29 / ///� / / /� / LP LINES FOR PU1T1�G \\ ARKING COUNT .5p'g1-W// / % / x \ ONLYS16.� GRA V'� _—i // l /T'T' I 26.7 \ RE SYSTEM "2" EASEMENT { ;�'� . \ DETAIL"A" / . / •� %/ I !///� / / /// ; / / / ti..,� x res ,IIIA 1 � / / LOT 211 % PUTTING ° 14 7 ++ 34—SF. WETIJ�DS \ \ N/F \ /� / �/ //// //f ! // // 146.276±S.F. U LANDS / / • TOWN OF YARMOUTH / ,�// // LP —o—b 1 \\ \ z ( / / 161,010±S.F.PfOTAL �'7 `w� ' \\ \ \ \ t z // 3.69±ARES .�� CB\\` / ryCT �� / 138.983±PE AREA / / ' _ �AENT� S86.17'00'W z JAL_ / — TOP OF S / \ / / / // / 21.34 SHA E FACTOR / _ 24280 CONCRETE CONCRETE / / .KM1. !/ / PUTTING _ / CONCRETE / BOUND BOUND // BUILDINGOVERAGE GREEN / \ PAD / FOUND �`'' �_. / /� / /// �"�' '� i / 7601 / F. (0.52 ° 1 i / \ / / ii EL -23.12 Ti P1 'IL yyFf1 6 W, BUILDING '2' 4,972± S.F. 0 / AL % LOT 1A BITUMINOUS \ /;774±S.F\DS PAVEMENT BITUMINOUS 1 40.745±S.. PLANDS PAVEMENT48,519±S.F�07 11 _\ 10`0 1.1tARES \ 4 16� 4 \ \ \ 0. 5 PE ACT R \ (0^ NULc3I------- 160.31• dL 1MF/23 i � �� / / / � / ! / �2S \ / ` z �•�i i / p// / UPLAN LOT COVERAGE / �pNDWF�122//��.� �� = 1t[Pt1'� ° 7 �' /lyy/L 68,/Of S.F. (47%) `� N/F WF#21 E �F, — / I / / \ ff / SOCRATES "¢ 13l ` `�� \ / /\ % \\ EXISTING WOOD MITROKOSTAS / PUTTING RETAINING WALLS (36-107) T 16 I / / \ —\ /- WILD ANIMAL GREEN 1 / PIPE O \ CC �i\\\ DRAINAG / \ \ LAGOON- 1 100 OR IN GE .,, / jDRAINAGE\ ` 1 AREA,/ // /� \ /\ MINIATURE 1 ELECTRIC " MOTOR 0-p J BITUMINOUS 1 AREA + �` / / \ `\ 18 HOLE e 1 GOLDEN BOY" LUBE i( r /�\ PAVEMENT 1 �\ 1 / / \ \ GOLF COURSE 1 RESTAURANT (3s-1os) �,/� •{INTERIOR PON) (p I /�,i\'• �i 1 / /° �\ / �\ NOT \SURVEYED) c w v 1 _ PL AVEMEN BITUMINOUS .�s'� •\. ` ��// �lr ' BUILDING '3'"''�• ` \�\ �?(' In \ a MULCH o 46 — ' : 1 e SHEDLID 5 SHAPE 1 5 \ i w \ `�_ \ —FACTOR UNE / \ \ 1)?ICA rs 1 1 SEE DEMI I cl 50 / \ 1° ;,�' C w / 1 BITU INOUS \� 1 J i S 1 PAVIENT _ % f I • \ `'LP i \ ASS. HIGHWAY \\ BOUND FOUND \ �' /� \ I L _..• m MULCH Or I 11 I I LF ° \ / ► 1 S M 3" 1 � I i 147178• w w �� \ �'� \ � MULCHDTNi f 50'Sp"W 377.01' 1 W w (PUBLIC - Vit NBA �w A t s ® J --i \\ _ _' ' Gti1ARDRAIL RIM \ S6D-37.5D'W W \ 17.6 OHS_ — �� w _- w (Q - MA K / TAG BOLT r- - BOUND FOUND MASS. HIGHWAY BOUND FOUND _ NOTE: WETLAND DELINEATION BY THE BSC GROUP, INC. IN OCTOBER OF 2006. FIELD LOCATION OF ALL SITE DATA PERFORMED IN OCTOBER OF 2006 & MAY OF 2007 AND VISUALLY INSPECTED ON DECEMBER 6, 2011. CRAIG A. FIELD No.38039 [ �i (:;', �--�� / Z f L// / PROFESSIONAL LAND SURVEYOR DATE EXISTING CONDITIONS PLAN OF LAND #44, #48, #62 & #68 ROUTE 28 -MAIN STREET IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) DECEMBER 6, 2011 REVISIONS: NO. DATE DESC. PREPARED FOR: JOHN HUTCHINS WAL, LLC 540 MAIN STREET HYANNIS, MA 02601 BSC GROUP 349 Main Street, Unit D W. Yarmouth Massachusetts 02673 508 778 8919 © 2011 The BSC Group, Inc. SCALE: 10 - 30' 0 3.75 7.5 15 MEMS 0 _ .. 15 30 BO Mv PROD. MGR.: C. FIELD FIELD: D. GAZZOLO / P. HAGIST CALC./DESIGN: K. HEALY DRAWN: K. HEALY CHECK: C. FIELD FILE: 9178-ANR.DWG DWG. NO: 5766-06 JOB. NO: 4-9178.02 1 SHEET 1 OF 1 LOCUS PLAN: N❑ SCALE Lj J P4 = ~E- 0 = z E3 z I re P4 � LL LL_ C3 L❑GLIB ' z 3 z 3 C3 28 �o S(• MAIN ST, rnT FORMER PARKING REQUIREMENTS: ILOT 1A - FORMERLY WESTERLY LOT ESTIMATED DESIGN BUILDING 1 = 29 SEATS 121/ 3 SEATS = 10 SPACES 2 ICECREAM WINDOWS @ 10 PER WINDOW = 20 SPACES BUILDING 2 = GIFT SHOP = 19 SPACES TOTAL SPACES REQUIRED, 49 SPACES LOT 2A - FORMERLY EASTERLY LOTS ESTIMATED DESIGN 18 MIN, GOLF COURSE @ 4 PER HOLE = 72 SPACES TOTAL SPACES REQUIRED, 72 SPACES ACTUAL PARKING REQUIREMENTS: LOT 1A - FORMERLY WESTERLY LOT - ACTUAL USE BUILDING 1 = 29 SEATS @1/ 3 SEATS = 10 SPACES 2 ICECREAM WINDOWS @ 4 PER WINDOW = 8 SPACES BUILDING 2 = 6,000± S.F OF RETAIL @80% = 4,800 S.F. @ 5 SPACE PER 1000 S.F. = 24 SPACES TOTAL SPACES REQUIREDi 54 SPACES TOTAL SPACES PROVIDEDi 42 SPACES LOT 2A - FORMERLY EASTERLY LOTS - ACTUAL USE 18 MIN, GOLF COURSE @ 2 PER HOLE = 36 SPACES TOTAL SPACES REQUIREDs 36 SPACES TOTAL SPACES PROVIDED, 96 SPACES USING CROSS PARKING AGREEMENTS — ACTUAL USE TOTAL SPACES REQUIRED, 78 SPACES TOTAL SPACES PROVIDED, 127 SPACES dL AIL AL AL AL —BUILDING COVERAGE 7,632:k S.F (18.7% i1L 04 �` UPLAND LOT COVERAGE 24,100±S.F.-59R �, # OPI LAWN DECK BUILDING "1 2,660± S.F LOCUS INFORMATION LEGEND N/F i '. ! /Ir WF#53 TOWN OF YARMOUTH AL/ / \ ` AL 50.9 X SPOT ELEVATION tWFO54 CURRENT OWNER: WAL, LLC C.B. ® CATCH BASIN WF#y/WF/43 Y \ \ TITLE REFERENCE: DEED BOOK 25569, PAGE 141 DMH ® DRAINAGE MANHOLE ��' ' —� ' • -- • L , ,��' ��\ \ 1 \• 1 ,� SMH ® SEWER MANHOLE / • PLAN REFERENCE: PLAN BOOK 459, PAGE 28 TMH 8 TELEPHONE MANHOLE / • '�` / I '�` I 1 \ \I 1 1 I ! . 1 z PLAN BOOK 381, PAGE 99 LP yytt�� UGHT POLE ` I - // /�-\ 1 1 1 1� ��i5 z ASSESSORS MAP: 36 UPL# UTILITY POLE / LIGHT • \ , !!!/ _ j / �\\\ 1 1 1 1 T3Pt PARCEL: 104, 105, 106 UPLT UTILITY POLE / LIGHT & TRANSFORMER ..� • / 1 �� ��� /p//i'%/1 \\ 111 I I n`� ZONING DISTRICT. B2 UPT UTILITY POLE /TRANSFORMER v 10` 0 / j/i _ - / i j� 1 4 `1 1 1 \TTM SETBACKS: FRONT 30 UP UTILITY POLE / /��, - - / ✓ If SIDE 25' —0 W— OVERHEAD ELECTRIC LINE 72P1 /j j-- - �i/ REAR 20' o EHH ELECTRIC HANDHOLE `\ /T2P - / I X \ \ \ 1 \ i MINIMUM LOT SIZE: 20 000 S.F. 0 GMET GAS METER \ // WF //i // �/ — I !• \ � \ \\ \ 1 l� \\ �� —G— GAS LINE TOTAL LOT AREA: 209,529± S.F. (4.8± AC.) ov / / //// �� r• �� l \ \\ I l l� ,,L\\ GAS GATE \ // // f r 1\ 1 1 11' WFAm OVERLAY DISTRICT- APO (/( J J( 1 1 _ 1 1 1 1 1 m WG WATER GATE rAL t NITROGEN SENSITIVE ® 1 1 1 111 \ — W— WATER UNE \ I/ // t \ 1 I 1 ZONE: YES -ZONE II illlc. / // // / r \ . I 1 1 \ �WFj158 \ illlc FEMA FLOOD TEST PIT ` 00' \\ / / // //�/ �I RAI GE ?� 1 1 l 1 1 \ \ N7 40•E� ZONE DISTRICT: ZONE "B & C- 7/2/1992 // // // / / /! I I / 1 U \ 1'\'C 8� CONCRETE I \ WF ` / / AR 1 \' E U 201.91 BOUND PANEL �t250015 0005 0 AL %FOUNDAL 273.74 0 i' o a ' U 'N JUL I' • `' 1 ,''' • �Lg #3Ci �/j% j// / / _ 1 11 I I I I 1\y WF�sb • RIVERFRON ` �'� ♦i /// // / / /' 1 I i l !/ �/ GRAVEL \ ? / j // // / / / / PARKING AREAL / / / ♦. \ J I N i'// // / / // / —� i 1 WF#62 \ rowN OF YARMOUTHWWF /// / � / // / / / �/,� ♦ � � I _ ! 1 I f /AL AL AL i/////i//�///.If ti� I ` I\ \ \ 1 11 1 I 1 ' / // /' \ ! \\. ; \\ \\ ; Il 11 1111 11 \AL1 B 13- / / / /� // 111 \ \Ile �'p, \7� wF#3/////GRA \ ; •\ \i/ O I 1 11 11 11 11 `11 I\`� a PROPOSED M74y�?f���, �� 36.84' // /� // / / i / CYC / i PARKING o 1 I 1 l ` dll� il8i PARKING 813+N, '3741-E //�/ i 1 \ 1 1� 1 \5, EASEMENT 88 08. \Yi i ' PROPOSED �% //�/ /// i i / / %/ i / X \ p' \ \ \ \ \' _ ( MIF%67 . SEPTIC 1 14- 'e 0; 18. \� \\ \ `�\6 3 / EASEMENT lol ,�hc // // // / / / \ 14- ti 1� / / \\ , 20.0 \ \ \ \ \\ \ urn �� 1 \ L\ \ \ \\ \ o CK GRAL ►///// / / /.� NO STRIPIN� m i 55.62 WF/29 / ///� / / /� / LP LINES FOR PU1T1�G \\ ARKING COUNT .5p'g1-W// / % / x \ ONLYS16.� GRA V'� _—i // l /T'T' I 26.7 \ RE SYSTEM "2" EASEMENT { ;�'� . \ DETAIL"A" / . / •� %/ I !///� / / /// ; / / / ti..,� x res ,IIIA 1 � / / LOT 211 % PUTTING ° 14 7 ++ 34—SF. WETIJ�DS \ \ N/F \ /� / �/ //// //f ! // // 146.276±S.F. U LANDS / / • TOWN OF YARMOUTH / ,�// // LP —o—b 1 \\ \ z ( / / 161,010±S.F.PfOTAL �'7 `w� ' \\ \ \ \ t z // 3.69±ARES .�� CB\\` / ryCT �� / 138.983±PE AREA / / ' _ �AENT� S86.17'00'W z JAL_ / — TOP OF S / \ / / / // / 21.34 SHA E FACTOR / _ 24280 CONCRETE CONCRETE / / .KM1. !/ / PUTTING _ / CONCRETE / BOUND BOUND // BUILDINGOVERAGE GREEN / \ PAD / FOUND �`'' �_. / /� / /// �"�' '� i / 7601 / F. (0.52 ° 1 i / \ / / ii EL -23.12 Ti P1 'IL yyFf1 6 W, BUILDING '2' 4,972± S.F. 0 / AL % LOT 1A BITUMINOUS \ /;774±S.F\DS PAVEMENT BITUMINOUS 1 40.745±S.. PLANDS PAVEMENT48,519±S.F�07 11 _\ 10`0 1.1tARES \ 4 16� 4 \ \ \ 0. 5 PE ACT R \ (0^ NULc3I------- 160.31• dL 1MF/23 i � �� / / / � / ! / �2S \ / ` z �•�i i / p// / UPLAN LOT COVERAGE / �pNDWF�122//��.� �� = 1t[Pt1'� ° 7 �' /lyy/L 68,/Of S.F. (47%) `� N/F WF#21 E �F, — / I / / \ ff / SOCRATES "¢ 13l ` `�� \ / /\ % \\ EXISTING WOOD MITROKOSTAS / PUTTING RETAINING WALLS (36-107) T 16 I / / \ —\ /- WILD ANIMAL GREEN 1 / PIPE O \ CC �i\\\ DRAINAG / \ \ LAGOON- 1 100 OR IN GE .,, / jDRAINAGE\ ` 1 AREA,/ // /� \ /\ MINIATURE 1 ELECTRIC " MOTOR 0-p J BITUMINOUS 1 AREA + �` / / \ `\ 18 HOLE e 1 GOLDEN BOY" LUBE i( r /�\ PAVEMENT 1 �\ 1 / / \ \ GOLF COURSE 1 RESTAURANT (3s-1os) �,/� •{INTERIOR PON) (p I /�,i\'• �i 1 / /° �\ / �\ NOT \SURVEYED) c w v 1 _ PL AVEMEN BITUMINOUS .�s'� •\. ` ��// �lr ' BUILDING '3'"''�• ` \�\ �?(' In \ a MULCH o 46 — ' : 1 e SHEDLID 5 SHAPE 1 5 \ i w \ `�_ \ —FACTOR UNE / \ \ 1)?ICA rs 1 1 SEE DEMI I cl 50 / \ 1° ;,�' C w / 1 BITU INOUS \� 1 J i S 1 PAVIENT _ % f I • \ `'LP i \ ASS. HIGHWAY \\ BOUND FOUND \ �' /� \ I L _..• m MULCH Or I 11 I I LF ° \ / ► 1 S M 3" 1 � I i 147178• w w �� \ �'� \ � MULCHDTNi f 50'Sp"W 377.01' 1 W w (PUBLIC - Vit NBA �w A t s ® J --i \\ _ _' ' Gti1ARDRAIL RIM \ S6D-37.5D'W W \ 17.6 OHS_ — �� w _- w (Q - MA K / TAG BOLT r- - BOUND FOUND MASS. HIGHWAY BOUND FOUND _ NOTE: WETLAND DELINEATION BY THE BSC GROUP, INC. IN OCTOBER OF 2006. FIELD LOCATION OF ALL SITE DATA PERFORMED IN OCTOBER OF 2006 & MAY OF 2007 AND VISUALLY INSPECTED ON DECEMBER 6, 2011. CRAIG A. FIELD No.38039 [ �i (:;', �--�� / Z f L// / PROFESSIONAL LAND SURVEYOR DATE EXISTING CONDITIONS PLAN OF LAND #44, #48, #62 & #68 ROUTE 28 -MAIN STREET IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) DECEMBER 6, 2011 REVISIONS: NO. DATE DESC. PREPARED FOR: JOHN HUTCHINS WAL, LLC 540 MAIN STREET HYANNIS, MA 02601 BSC GROUP 349 Main Street, Unit D W. Yarmouth Massachusetts 02673 508 778 8919 © 2011 The BSC Group, Inc. SCALE: 10 - 30' 0 3.75 7.5 15 MEMS 0 _ .. 15 30 BO Mv PROD. MGR.: C. FIELD FIELD: D. GAZZOLO / P. HAGIST CALC./DESIGN: K. HEALY DRAWN: K. HEALY CHECK: C. FIELD FILE: 9178-ANR.DWG DWG. NO: 5766-06 JOB. NO: 4-9178.02 1 SHEET 1 OF 1