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HomeMy WebLinkAboutZBA Site Plans 822-834-REVISED-6-26-2020 (002)-#4849N/F SEINE POND CONDOMINIUM ASSESSORS MAP 41 PARCEL 14 PLAN BOOK 325, PAGE 7 -------------- -EDGE OFBOG DITCH_ �— — _ /--'----------------- WF#7 �\ -_- \ F C / ` CONCRETEE BOU b k # d WF 8 \ s �9� O WETLANDS �' d" FOUNR--&,HELD . o_ 2�.� 'WF#4 ` _�.�#9 L/ s /81'19'05 W r 0 J, ^ �\\1\� F� w �0 s' EXISTING WOODED\`•yWF AREA N/F 10 o # � 30 FRANK BAKER j' ♦ 738 o `\ foi CONCRETE BOUND i ` I FOUND & HELD REALTY TRUST __� ♦ __` �\\ \� \ \� � I F,dG----- Ap.♦ ---- ��� p3 ��� �v� ��\ WF#12 `. d�# f � WF#15 , , LOT 2 I \ EXISTING ♦ ,_�,� \\ ` �; \ \ WF 13 ���` • 1 48,530E S.F. .c WOODED !J`�' \ \\�\\. v N 3 3 'w 1011 f ACRES '15.020• #14 0 5 EXISTHWF -'� % i '`�� `� �' N \+\ \ +I� C - . �' . WOODED ♦ \ / !�\,%1 AREA t\_ — ' � f� tioN� ;off' �-. � - � • /''�� � ' � 8" o� `�` � P o EXISTING / F • ti0 \ . ` \♦ �R ,y 0 o WOODED ° i i . / � \ x a� \♦ \ / \ -n AREA / , i' 6, \, N/F \ \ P Z� �'� / n s /.•/ "•/fes ` \ 0 �+ ' TOWN OF YARMOUTH C❑NSERVATI❑N \ -� / / f i�e' BIT. i. /- 91.6 \ ASSESSORS MAP 41 27/;/2•\glN3�'\ 0 i I •3��2�0 "E C2R6N1. QPLAN BOOK 336, PAGE 11 WP o , op, '�\\ .�/ •/••/�� ❑NCR &FD D \i\ ♦ a 10 ` \ \ ° Cli • i �1 �. _ 00 j �� �•' i zo ,,,\/ • �x�' - /`�\ \ ° `�- LOT 1 \ N M . • _ 44 38#431:h S.F. 0 \-� °� .' —°�' 16 ` \ ° 0088E ACRES N/F / 1 �\ �\ /� \ 0 \ \ \\° N JAMES MILLEN 1 _ EAST WING ` 0 \ ASSESSORS MAP 41 \ \ R i \ � y \ 0 PARCEL 10 / `� o c� < \ d o GRAVEL ° CN \ 1 WEST WING i ,1�1� eR EXISTING SEPTIC CONC.\� N\ SYSTEM N/F O 0 Os DARRIN ASSESSORS DUTY 41 cr\ cow_ PARCEL 9 . cAI a \ coal \ 9y �� `�\� \� ° `\ o s S s s o s n 10 0 EXISTING LEACHIN 10 \\� o PITS TO BE °i' �\ \ �\ v i�®� 121���� �� t� I \ MAINTAINED i \_ N 1 41 CONCRETE \ 0 14.5 TER x sem_ \ 9N PAD i° &) / \ POOL `� `� 0 \ _ N/F IT. ° 0\ o \ i DEBORAH BENNETT-KOZAK � NC\ ASSESSORS MAP 41 As / PARCEL 8 \ \ ° 0 / / �\ / / 3 0 N/F THE 834 % 00 / ® v► \ MAIN ST. �� / / \ REALTY \ 0 S k\ // , 0 0 TRUST I/ S DEBRA HURLEY TRANS/ ASSESSORS MAP 33 FORMER o �\ 9N i UP PARCEL 69 PAD \ \ S LOT 1 `� `' \ \ ® 1789331:h S.F. 4.09E ACRES \ #822 \ O ' IRISH VILLAGE DEBRA/CARON \ ` `� 2 STORY WOOD, BRICK & °®� CONCRETE BUILDING � • 9 � ASSESSORS MAP 33 PARCEL 68 \ \\ �� N/F °� \ �� MACLYN LLC / CONCRETE BOUND EXISTING SEPTIC \ \, \ MAIN // o o � FOUND &HELD \ � �i �� o SYSTEM / �,BIT. ENTRANCE NANCY DANIEL \ S CONC, GRASS :051 PRy I�t�/ ASSESSORS MAP 33 \ �/ '1-1 PARCEL 67 \ \ °� �� \ 5jRp,(lON •�\ ♦ ra '� o �\ ®� / \ \� ° MARIE CAR❑N \ I ®°�� ASSESSORS MAP 33 PARCEL 66 ► ' .^-� �� t i/ ` `/ �/ UNDEFINED ELECTRIC EASEMENT BENEFITING CAPE & VINEYARD ELECTRIC CO. & ITS SUCCESSORS IN THIS AREA "EAST OF FRANK BAKER ROAD" (BOOK 529, PAGE 37) N/F \ `� THE ROSEANNA NIK❑LWM REALTY TRUST \ a's� ASSESSORS MA 33 a PARCEL 64.1 \ ' \ ' 0 5-; '/tp ° V(� \ / ° ` N/F 0 0 BASS RIVER PROPERTIES, LLC P �P //, 10 / / / / / EXISTING SEPTIC SYSTEM LOCUS INFORMATION #822 ROUTE 28 CURRENT OWNER: MACLYN LLC THOMAS McCORMAC TRUSTEE TITLE REFERENCE: DEED BOOK 28032, PAGE 179 PLAN REFERENCE: PLAN BOOK 653, PAGE 1 ASSESSORS MAP: 33 PARCEL: 70.1 #834 ROUTE 28 CURRENT OWNER: THE 834 MAIN STREET REALTY TRUST JOHN J. HYNES, TRUSTEE TITLE REFERENCE: DEED BOOK 25968, PAGE 022 PLAN REFERENCE: PLAN BOOK 494, PAGE 34 ASSESSORS MAP: 41 PARCEL: 12 #30 FRANK BAKER ROAD CURRENT OWNER: FRANK BAKER LLC JOHN J. HYNES, TRUSTEE TITLE REFERENCE: DEED BOOK 32123, PAGE 216 PLAN REFERENCE: PLAN BOOK 653, PAGE 1 ASSESSORS MAP: 41 PARCEL: 11.1 ZONING DISTRICT: B2 / VCOD-2 C. B. ® CATCH BASIN SETBACKS: FRONT 30' SMH 0 SEWER MANHOLE TMH OT SIDE 25' LP LIGHT POLE UPL# REAR 20' UPLT OVERLAY DISTRICTS: HMOD1 /R.O.A.D / GIZ PHASE I/ VCOD-2 NITROGEN SENSITIVE —OHW — OVERHEAD ELECTRIC LINE o EHH ZONE: NOT A ZONE II OR APD MINIMUM LOT SIZE: 20,000 S.F. GAS GATE WG Qw #822 178,331± S.F. (4.09± ACRES) PARKING CALCULATIONS #834 38,431± S.F. (0.88± ACRES) 4 X30 48.530± S.F. 1.11± ACRES) TOTAL LOT SIZE: 265,292± S.F. (6.09± ACRES) LEGEND 50.9 X SPOT ELEVATION C. B. ® CATCH BASIN DMH 0 DRAINAGE MANHOLE SMH 0 SEWER MANHOLE TMH OT TELEPHONE MANHOLE LP LIGHT POLE UPL# UTILITY POLE / LIGHT UPLT UTILITY POLE / LIGHT & TRANSFORMER UPT UTILITY POLE / TRANSFORMER UP ¢ UTILITY POLE —OHW — OVERHEAD ELECTRIC LINE o EHH ELECTRIC HANDHOLE ® GMET GAS METER —GAS— GAS LINE GV x GAS GATE WG Qw WATER GATE — W— WATER LINE KIERAN J, _^ HEALY N4.401$5 /i Afia � STE�9�¢J� 6/18/2020 KIERAN J. HEALY DATE PROFESSIONAL LAND SURVEYOR WISE LIVING RETIREMENT COMMUNITY 822 ROUTE 28 IN SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) EXISTING CONDITIONS PLAN FEBRUARY 20, 2020 REVISIONS: NO. DATE DESC. 1 3/3/2020 REMOVE PARKING IN FRONT DR & SPR COMMENTS 2 3/11/2020 PARKING CALCULATIONS 3 4/6/2020 ZONING RELIEF REQUIRED 4 4/16/2020 PLANNING BOARD REQ'S 5 6/18/2020 OPTION "A" PREPARED FOR: JOHN HYNES 343 ROUTE 28 WEST YARMOUTH, MA 02673 508-737-9644 P70:!55- BSC P 349 Main Street - Route 28 West Yarmouth, Massachusetts 02673 508 778 8919 © 2020 The BSC Group, Inc. SCALE: 1" = 40' 0 20 40 80 FEET FILE: Projects—YAR\49382.02\Civil\Draw\4938202—A2.dwg DWG.: 5923-08 S -1- A JOB. NO: 4-9382.03 ZONING RELIEF PREVIOUSLY APPROVED *** NEW RELIEF REQUESTED ** N/F PROPOSED LOT Z BUILDING COVERAGE SEINE POND CONDOMINIUM ASSESSORS MAP 41 PARCEL 14 MAXIMUM LOT COVERAGE ALLOWED: 80% ----, PLAN BOOK 325, PAGE 7 �� // -------------- EXISTING LOT COVERAGE: 158,276± S.F. (59.7%) EDGE OF B0G DITCH �_ _ _ _ _� — —,''______________ t — — — — — _ — ,, _ . INF 1 �� PROPOSED LOT COVERAGE: 157,992 S.F. (59.6%) ---.— /WF#5 _ —� n MAXIMUM BLD COVERAGE ALLOWED: 25% ��F c CONCRETE BOUND k.. # \\ EXISTING BLD COVERAGE: 64,856± S.F. (24.45%) \?C\ WETLANDS s FOUNTS HELD I WF 8 so 92�OT / WF CWF#4 1 �-#9 ` PROPOSED BLD COVERAGE: 66,281± S.F. (24.99%) do F L S81'19'05 \ _ \ EXISTING \\ V / \ WOODED j v -,`\\`y# WF 10 N/F AREA 30 FRANK BAKER `j'� 108 , \�`\ 110 i CONCRETE BOUNDi \ \ o I FOUND & HELD REALTY TRUST FSG I u1 .l\INF#1 1/ --•\ \`\ �_-----ate ... �' `-! .� � K % ' — ' _ , `^ ` `''` `: ; _WF#13 f WF#15 \ \ ♦ EXISTING 1 / WOODED s AREA_-� `4 15.13, , y' l --- ,�'`� �`>� EXISTIN[�i WF#14 ♦ _0 _ / X11 _ EXISTING WOODED---_- DUMPSTER ❑❑DED ---_` ♦ \\ \ 20 0 /�/ ___--� ., c,► DUMPSTER AREA ` \; n ' ' f� E P�� ' �• N ,'AREA 1 _ _ '� N ✓O� , --- i ' \ PROPOSED y � o O �.� _ •� ` .EXISTING BUILDING FIRST & / \ EXISTING '/ F\'0 �ON� /r /'rte SECOND FLOOR WALLS TO REMAIN SILT FENCE ' \ 0 WOODED i / i' • • \ ° a� �_ AS IS. DO MERS ADDED TO ROOF AREA /f . / • • �, �- TO BREAK 17P ,LINEAR DISTANCES \ � • 'RM �. SEE ARCHI TECTA R•AL , PLANS" / r\l rn N/F�. RM .� ` - _ EXISTING TOWN OF YARMOUTH C❑NSERVATI❑N \ I \ / //--'�12� F o • • BIT. i• o, ` `'� •81' GRAVEL TO ASSESSORS MAP 41 \ �° /' / , ° 6 p E g REMAIN PARCEL 49 \ \ o v r �` 2 •' Z ` 3� Z PLAN BOOK 336, PAGE 11 Zg3 • 'o ` \ �� Q PROPOSED .7111 .11 • 55g8 o \ K ~ PROPOSED W DUMPSTER AREA 1 Ln SEMEN \ -BOG D \ ♦ FENCE WITH 6 STOCKA \ I N • / \EFZ SP/ • EXISTING CONC. KC \ & HE.�D \ 0 FENCE AND i 'r , i ' P , i ' _ <<'',,�cr \ G 10 8 STOOPS TO BE p 0 \ -0 , r o. \S�\N B B 8 �` COVERED. ` \ \ � PROPOSED i ' ' o ��OE i • ' B B �'� (TYPICAL) PROPOSED N M ACCESSIBLE ` 145 o AREA FOR FUTURE RAMP \ ACo DETERIORATED _ CONNECTION TO THE O PAVEMENT ON SITE \ EASTERLY PROPERTY O ENTRANCE WAYSTO BE OOFED AND \� ` - TO BE EITHER _ ` ° \ (IF REQUIRED) SIDES TO REMAIN OPEN ° REPLACED OR \ p N/F i OVERLAID AS NEEDED. 0 \ JAMES MILLEN Z I _ EAST WING ` 0 0 EDGE OF PROPOSED ASSESSORS MAP 4 PARCEL 10 1 \ 1 \ 2 KC 15 �\ PAVEMENTBIT. _ ` v i OL p 12 _ o EXISTING FENCE TO PROPOSED BE REPAIRED AND o I yl_ - GRA PROPOSED TREE AND ISLAND MAINTAINED ATA 4' I - � BUMPER STOPS RELOCATED FURTHER NORTH IN FRONT OF '�, o TO PROTECT EXISTING SEPTIC HIGH ° \ - PROPOSED VEHICLES K SYSTEM ** \ C _ WEST WING v SMOKING AREA FACING BUILDING p / \ N/F p DARRIN DUTY �\ �� �\ AC PROPOSED ASSESSORS MAP 41 Uk PARCEL 9 q, ���� � 9 'OONC 3" CALIPER CID` q �o �\ y -,o �\ ° / �'o TREES � ° \ SWAN POND N LOCUS 28 I m v, LOCUS MAP 1:1,000 Aw of M4Ss�� y �4 BRIAN d. G� C3 YERGATIAN iVIL \ 206 0 �`SSIONAP70:!55- BSC L 6/18/20 BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER WISE LIVING RETIREMENT COMMUNITY 822 ROUTE 28 IN SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) SITE PLAN OPTION AA FEBRUARY 20, 2020 REVISIONS: N0. DATE DESC. 1 3/3/2020 REMOVE PARKING IN FRONT DR &SPR COMMENTS 2 3/11/2020 PARKING CALCULATIONS 3 4/6/2020 ZONING RELIEF REQUIRED 4 4/16/2020 PLANNING BOARD REQ' 5 6/18/2020 OPTION "A" RELIEF REQ' PREPARED FOR: JOHN HYNES 343 ROUTE 28 WEST YARMOUTH, MA 02673 508-737-9644 P ASSESSORS MAP 41 i 20. T' PARCEL 8 \ ° 0 \ / 3 0 \ N/F PROPOSED 3" TREE \ \\ 61 \ THE 834 20' CANOPY - TYPICAL GENERATORPROPOSED � \ MAIN ST, RM VISIBIU 0 \ ° REALTY REDUCE \ \ � ��/' � � � � � � AN ENCLOSE BOTHEN NCES ,L \ TRUST PROPOSED OVERHANG #834 LANDSCAPE \ \ � � /',� � � i PEDES ` �\ HAIRDRESSER (5 CHAIRS ®100GPD) 500 GPD N/F \ i �� / � INTERIOR SITE ACCESS \ DEBRA HURLEY 5.1' RETAIL (1,700 S.F ®50GPD/1000S.F.) 85 GPD ASSESSORS MAP 33 TRANS- 0 ° ( \ R PARCEL 69 PROPOSED ENCLOSED FORMER PAD \ \ \ o OFFICE (600 S.F. ®75GPD/1000S.F.) 45 GPD \ \ ® HANDICAPPED RAMP / xisnNc ear. \ o 630 GPD PAVEMET TO BE \ i RIO," EXISTING SIGN WIDENED TO MAIN 24' i \� _ .. -� LOCATION TO o® � � / p�� REMAIN. *** TOTAL PROPOSED: 14,330 GPD TRAVEL LANE AND 18 \ \ ##822 \ 10 DEEP PARKING SPACE \ \ IRISH VILLAGE �: \ \ / /RAISED RUNOFF 3RM 0 EPAR P N/F EXISTING SEPTIC FLOW #822 92 MOTEL UNITS (110 GPD/ ROOM 10,120 GPD 22 ONE BED -SUITES (110 GPD/ ROOM 2,420 GPD LOUNGE 51 SEATS (20 GPD/ SEAT 1,020 GPD DINING 40 SEATS (35 GPD/ SEAT 1,400 GPD 14,960 GPD #834 HAIRDRESSER (5 CHAIRS @100GPD) 500 GPD RETAIL (1,700 S.F ®50GPD/1000S.F.) 85 GPD OFFICE (600 S.F. ®75GPD/1000S.F.) 45 GPD 630 GPD TOTAL EXISTING: 15,590 GPD APPROVED 1995 SEPTIC FLOW DEBRA CARON y"CO 2 STORY WOOD, BRICK & ASSESSORS MAP 33 CONCRETE BUILDING PROPOSED i i 'coo \ � PARCEL 68 N/F COVERED RAMP � 1 � '•'yy PROPOSED \ 0 \ MACLYN LLC ENHANCED ® ENTRANCEWAY � ' \ �\ PROPOSED -,,,,PROPOSED AREA o o CONCRETE EXISTING TREES TO BE \ BICYCLE I� MAIN p REMOVED TO ALLOW ENTRANCE AREA"- / ' INTERIOR SITE ACCESS. N/F GUY _ I / GUY WIRE MAY NANCY DANIEL / ' NEED TO BE ASSESSORSPARCEL 67P 33 \ o / RELOCATED. o EXISTING ° 3 TREES REQUIRED WITHIN ARKINGAREA \\ o SIGN PROPOSED STOP UNE NOT PROPOSED DUET ROXIMITY TO \ ,� / AND STOP SIGN SUBSURFACE SEPTIC REA. *** SHRUBS TO BE PLANTED 1 LIEU N/F \ PROPOSED / ® \ \ — RAMP52.3' MARIE CAR❑N \ �- o PROPOSED ASSESSORSPARS A 33 i \ PLANTED AREA o i PROPOSED 28.5' i \ RELOCATED � , / " 8' WIDE EASEMENT FOR UNDEFINED ELECTRIC EASEMENT SID\ / BASIN ©p��� / / / FUTURE 6' WIDE BENEFITING CAPE & VINEYARD \ p \ �5 /' w` / SIDEWALK. *** ELECTRIC CO. & ITS SUCCESSORS IN V° o V ' RM RM/ /\O / THIS AREA "EAST OF FRANK BAKER ® p / ROAD" BOOK 529, PAGE 37) \ \ i ✓ `l �0 \\ / EXISTING PAVEMENT \G TO BE REPLACED OR \ v \0 R , H. / a ?/ ��� OVERLAID ALONG SP1 /,--N\ 5(P / FRONT OF BUILDING �� R 5 #822 \ ° . , FoR-� 136 MOTEL UNITS ®110 GPD/ ROOM 14,960 GPD #834 REMOVE BIT. .off P &o �J� SIDEWALK SUBSKETCH � G of 99 SEAT BAR/CLUB ® 20GPD 1,980 GPD PAVEMENT IN PROPOSED 18" SCALE 1 "=20 RAISED \g�`� Gtr, THIS AREA LANDSCAPE BED SEE TOTAL EXISTING: 116,940 GPD LANDSCAPE PLAN BY OTHERS FOR DETAILS AREA TO BE NOTES: 1.) THIS PLAN IS BASED ON SURVEY FIELD WORK PERFORMED BETWEEN 2006 AND 2013 AND FIELD CHECKED IN NOVEMBER OF 2019 THROUGH JANUARY OF 2020. 2.) WETLAND FLAG LOCATIONS ARE BASED ON 2013 LOCATIONS. THE DELINEATION HAS NOT BEEN UPDATED AT THIS TIME AS THEIR IS NO WORK BEING PERFORMED OUTSIDE OF THE EXISTING BUILDING AND PAVEMENT WITHIN 100' OF THE PREVIOUS WETLAND DELINEATION. 3.) A LIMIT FIELD SURVEY WAS PREVIOUSLY PERFORMED AT #30 FRANK BAKER ROAD AS NO CONSTRUCTION IS PROPOSED ON THIS PORTION OF THE LOT AT THIS TIME WITH THE EXCEPTION OF THE REVISED DUMPSTER PAD LOCATION. 4.) #822, #834 AND #30 ARE TO BE COMBINED AND WILL HAVE A TOTAL LAND AREA OF 6.09± ACRES. 5.) MINOR INCREASES TO THE IMPERVIOUS COVERAGE IS PROPOSED AND AS A RESULT NO DRAINAGE MODIFICATIONS ARE PROPOSED. 6.) THE EXISTING PAVEMENT IS TO REMAIN BUT WILL HAVE MINOR CHANGES TO ALLOW FOR INTERIOR SITE ACCESS AND FOR HANDICAPPED ACCESSIBLE ENTRANCEWAYS AND GENERAL REPAIR / SEAL -COATING AS NEEDED. 7.) THE EXISTING BUILDING IS A TWO STORY BUILDING AND ROOF MODIFICATION WILL BE THE ADDITION OF FACADES TO ENHANCE THE BUILDING. 8.) THE PARKING LOT CANOPY IS CALCULATED BASED ON PARKING AREAS ONLY. INSPECTION AND CALCULATIONS WERE PERFORMED IN JANUARY OF 2020 WHERE THE CANOPY WAS BASED ON VISIBLE EVIDENCE OF BRANCHES. 9.) SEE ATTACHED LIGHT DESIGN BY OTHERS FOR LIGHT FIXTURES AND COVERAGE. PROPOSED CANOPY CALCULATIONS #822 PARKING AREA 26,920± S.F. #834 PARKING AREA 5,107± S.F. TOTAL PARKING AREA: 32,027± S.F. CANOPY REQUIRED: 32,027± S.F. x 30% = 9,608± S.F. PARKING CANOPY PROVIDED: 12,700± S.F. (39.6%) LANDSCAPE OPENSPACE CALCULATIONS TOTAL PARKING AREA: 32,027± S.F. OPEN SPACE REQUIRED: 32,027± S.F. x 10% = 3,203± S.F. OPEN SPACE PROVIDED: 4,400± S.F. (13.7%) PROPOSED PARKING #822 P5 -INSTITUTIONAL SERVICES 120 SENIOR HOUSING UNITS 120 UNITS / 0.87 (105 SPACES) 6 OFFICE STAFF (6) SPACES 8 KITCHEN STAFF (8) SPACES 2 MAINTENANCE STAFF (2) SPACES 20 VISITORS / CNA'S (20) SPACES 141 SPACES 01 -DOCTORS OFFICE 4800 S.F. OF SPACE 1 SPACE PER 400 S.F. 12 SPACES 153 SPACES #834 J3 BEAUTY SHOP HAIRDRESSER (5 CHAIRS) 15 SPACES 5 STAFF (5) SPACES 10 CUSTOMERS (10) SPACES RETAIL (1,700 S.F.®700/S.F.) 3 SPACES OFFICE (600 S.F.®1 /400 S.F.) 2 SPACES 20 SPACES TOTAL REQUIRED: 173 SPACES TOTAL PROPOSED: 173 SPACES PRIOR PARKING: 204 SPACES IN -LOT TREE REQUIREMENTS AS DEPICTED 11 ADDITIONAL 10 ISSUED FOR PERMITTING NOT FOR CONSTRUCTION ,1 b KCp \ 10 ° PROPOSED RAISED PROPOSED SEPTIC FLOW p CONCRETE SIDEWALK nRAFFlC ING "ONCRETE AC WITH CURBING L ON PAINTED PAS #822 CROSSINGS WITH � IA % SIGNAGE o 120 UNITS (110 GPD/ UNIT 13,200 GPD TOMF CILTATEAK \ 4 10 EXIST. ACCESS RAMP GEN ATOR. &l POOL o PROPOSED 5'x11' BUMP OUT 2 DOCTORS (250 GPD /DOCTOR) 500 GPD \ \ \ 1 \ � , • o TO BREAK UP BUILDING N/F \ \ 2 o AC FACADE. 13,700 GPD DEBORAH BENNETT-K❑Z�\K ''ONC\ l 000000, 349 Main Street -Route 28 West Yarmouth, Massachusetts 02673 508 778 8919 © 2020 The BSC Group, Inc. SCALE: 1" = 40' 0 20 40 80 FEET FILE: Projects-YAR\49382.02\Civil\Draw\4938202-A3.dwg DWG.: 5923-08 JOB. N0:4-9382.03 N/F SEINE POND CONDOMINIUM ASSESSORS MAP 41 PARCEL 14 PLAN BOOK 325, PAGE 7 -------------- -EDGE OFBOG DITCH:_: ITCH_ 6z — — _ fle / --3----------------- /WF#5 r _WFC_ 0 WF F C / ` CONCRETEE BOU b k. # 8 \ s �9� O WETLANDS FOUNR--&,HELD \ 'WF#4 ` _�.�#9 Ls /81'19'05"�i r OJT F� �WF EXISTING WOODED�`•yWF# 10 AREA N/F o � fo30 FRANK BAKER j' � �9 o i CONCRETE BOUND \ i EDUND & HELD REALTY TRUST FSG ,- I ���`__--_--- WF 12 � INF#11 / \ \\ WF#15 EXISTING �8�� ���� �'-'��i \�\ ♦ ���\�\ WF#13 `�\ f WOODED \ AREA gOSED l� WF#14�g5 515EXIST rw' I I 20 i /� X11 FOR IRRI ON �12J / E /' WOODED AREA ^ '/• '0 EXISTING / / -LO / , / w / \ ♦ \R \\ \� 6' 0. WOODED �/ �" . / •w . �C • • \ \ a� \ �� "M\ /A / 3 -� AREA \, \ fn 0 PROPOSED /' 0 69 / RM / ' • w _ _ 'F?Ivi ' • ` ; \ / N/FZ ELECTRIC U " +� P ° J m\"�- �. TOWN OF YARMOUTH C❑NSERVATI❑N \ I \ -� �'� /'/�/ OF P / • • BIT. 10.0' ASSESSORS MAP 41 \ t° c� FOR GFIT • /\N 0 N I 0 PARCEL 49 \ \ o v Flh'1FES �� N / ��\ G `rj 2 PLAN BOOK 336, PAGE 11 `/ : E 3 \ I, \ /�0 , �' � . , /a^• 0 24.7' 8 29 ; s�� £ 18.0 �. Ir 00 E \ \ ° u EBF 130 D wo e - 1 r \ w 145 , • AC �' \ TO N/F JAMES MILLEN4.5\ EAST WING ASSESSORS MAP 41 \ ' \ \\ \ PARCEL 10 �; \ ` 2 ` KC 15 \ 24.0' m 1 i S \\ N 10.0' \ \ \ WEST WING iIw �i� +-D K / 00 Q Clia 00 M 0 0 EXISTING SEPTIC �Zm\ \ \�� �� �� / \ \� `\ I �✓ �, a� SYSTEM ca DARRIN DUTY �nt, \ \ ` \� \� �� \ \� �\ AC ASSESSORS MAP 41 cr PARCEL 90.01\ \ 2 \��\��\ \\� \\�' o CID`/ \ S l \ I KCp 10 EXISTING LEACHIN PITS TO BE \ �\ 10.0' \ v '1®� CONCRETE \� \ \ \ r ° MAINTAINED \ \ �� s 14.5 lER x `- \� PAD ? �\ ��\\ \\ \\ C Cq VEEP \\ 18.0' POOL 25.5 I \� 1 / �. �. \ \ A C N/F DEBORAH BENNETT-KOZAK � Nva ` �j_/ ASSESSORS MAP 41 SAS 9� // PARCEL 8 \\ / / N/F 1 GAS \ \ _ THE 834 0 I \ MAIN ST, RM \ \ / / ® 0 \ REALTY \ 20. 4 / , o_ TRUST / F � �� � �� 9N RM S 00,/ / 001 3 .0o DEBRA HURLEYTRANS PARCEL 69 / / ` \ ASSESSORS MAP 33 FORMER �\ \ 0 PAD \_ \ `// s/ ` \ �, \ / 3.2' \ \ \ \ // \ ` 1i \ o o RM #822 �� \ IRISH VILLAGE N/F \ �� 2 STORY WOOD, BRICK & DEBRA CARON \ CONCRETE BUILDING 9 GUY 50 ASSESSORSPARCEL 68P 33 \ \ ` �� N/F \\ MACLYN LLC CONCRETE BOUND EXISTING SEPTIC \\ \ \� , ENMAIN ENTRANCE �� i/ FOUND & HELD SYSTEM N/F ��/B` ► /�� NANCY DANIEL �� CONE ASSESSORS MAP 33 \ \\ � PARCEL 67 "Al EXISTING SEPTIC N/F \1 \` \ \�� SYSTEM MARIE CAR❑N \ I \ \�� �\ / 52 3'/ �' ASSESSORS MAP 33 \ \ i PARCEL 66 ► �� UNDEFINED ELECTRIC EASEMENT \� _,�-� BENEFITING CAPE & VINEYARD 2� \ /� p \ ��\� 9 ELECTRIC CO. & ITS SUCCESSORS IN `� �� Ro i RM/ THIS AREA "EAST OF FRANK BAKER ROAD" (BOOK 529, PAGE 37) / - (�, G \ \ N/F \ �\ � RM o �, � N/F THE ROSEANNA NIK❑LIe REALTY TRUST \ s\ /0 BASS RIVER ASSESSORS MAF 33 p / PROPERTIES, LLC PARCEL 64.1 \ �\ H �+L\p // 10 � 0'� UP1$ ISSUED FOR PERMITTING NOT FOR CONSTRUCTION LjH OF &fgSq a y Gam, BRIAN G. YERGATIAN o IVIL ONAL �N 4/16/20 BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER WISE LIVING RETIREMENT COMMUNITY 822 ROUTE 28 IN SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) UTILITY PLAN FEBRUARY 20, 2020 REVISIONS: NO. DATE DESC. 1 3/3/2020 REMOVE PARKING IN FRONT DR & SPR COMMENTS 2 3/11/2020 PARKING CALCULATIONS 3 4/6/2020 ZONING RELIEF REQUIRED 4 4/16/2020 PLANNING BOARD REQ'S PREPARED FOR: JOHN HYNES 343 ROUTE 28 WEST YARMOUTH, MA 02673 508-737-9644 BSC P 349 Main Street - Route 28 West Yarmouth, Massachusetts 02673 508 778 8919 © 2020 The BSC Group, Inc. SCALE: 1" = 40' 0 20 40 80 FEET FILE: Projects-YAR\49382.02\Civil\Draw\4938202-A2.dwg DWG.: 5923-08 — JOB. NO: 4-9382.03 `� GALVANIZED ALUMINUM REFLECTIVE SIGN PANEL WITH SELF ADHESIVE, ENGINEER- GRADE, REFLECTIVE VINYL SHEETING. EDGES TO BE DRESSED. PROVIDE SIGN PANEL & PRE -PUNCHED MOUNTING HOLES. IMAGE TO BE SURFACE INSTALLED, SELF-ADHESIVE ENGINEER -GRADE, NON -REFLECTIVE VINYL 3'-2" 6"R CIRCLE 12" 10» ao N I t _ N 30' 6 ACCESSIBLE PARKING PAVEMENT MARKING SYMBOL 0 I NOTE: ACCESSIBLE SYMBOL SHALL BE TRAFFIC PAINT AND CENTERED IN STALL. 12" O SPECIAL PLATE REQUIRED UNAUTHORIZED VEHICLES MAY BE REMOVED AT OWNERS EXPENSE ]7-2"x2" GALV. STEEL 0 TUBE SET IN I CONCRETE BASE APPROX. 12" DIA.x FINISHED GRADE 30" DEPTH 0 VAN ACCESSIBLE 12" ACCESSIBLE SIGN & POST (VISITOR SIGN & POST TYP.) PAINTED PAVEMENT MARKINGS ACCESSIBLE PARKING SYMBOL & ACCESSIBLE PARKING SIGN SCALE: NONE co I N GALVANIZED ALUMINUM REFLECTIVE SIGN PANEL WITH SELF ADHESIVE, ENGINEER -GRADE, REFLECTIVE VINYL SHEETING. EDGES TO BE DRESSED. PROVIDE SIGN PANEL AND PRE -PUNCHED MOUNTING HOLES. IMAGE TO BE SURFACE INSTALLED, SELF-ADHESIVE ENGINEER -GRADE, NON- REFLECTIVE VINYL 2"x2" GALVANIZED STEEL TUBE WITH CAP, AS PER SPECS MATERIAL VARIES, SEE MATERIALS PLAN, FINISH GRADE VARIES, SEE GRADING PLAN 12" DIAMETER X 24" CONCRETE FOOTING, 3000 PSI COMPACTED SUBGRADE ACCESSIBLE PARKING SIGN 3 X ROOTBALL DIAMETER 2"x2" GALVANIZED STEEL TUBE WITH CAP, AS PER SPECS GN WASHER AND 3-1/2" X 5/16" GALVANIZED STEEL BOLT WITH NUT AND WASHER DO NOT PRUNE TREE'S LEADER. NO PRUNING OR CUTTING OF THE TREE SHALL BE DONE UNLESS DIRECTED BY THE LANDSCAPE ARCHITECT TRUNK FLARE JUNCTION, PLANT 2"-3" ABOVE FINISHED GRADE. TREE SHALL BE SET PLUMB REMOVE EXTRA SOIL FROM TRUNK FLARE AND TOP OF ROOTBALL MULCH 3" MIN. KEEP FROM DIRECT CONTACT WITH TRUNK EDGE OF 3" HIGH WATERING SAUCER FINISHED GRADE COMPLETELY REMOVE BURLAP, LACING AND WIRE BASKET FROM TOP 1/2 OF THE ROOTBALL PLANTING SOIL SEE SPECIFICATIONS COMPACTED SUBGRADE ROOT BALL SHALL BE PLACED DIRECTLY ON COMPACTED SUBGRADE NOTE: 1. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 2. SAUCER SHALL BE FLOODED TWICE DURING THE FIRST 24 HOURS AFTER PLANTING. IDECIDUOUS TREE PLANTING DETAIL SCALE: NONE VAN ACCESSIBLE PARKING SIGN (TYP.) TRAFFIC PAINT ACCESSIBLE PARKING SYMBOL (TYP.) 4' TO END OF PARKING SPACE (TYP.) 8'-0" — MIN. — (VAN SPACE) NOTE: NO GRADE IN ANY DIRECTION IS TO EXCEED 1.5%. a 4" WIDE TRAFFIC PAINT WHITE LINES (TYP.) '-0" (TYP) 0 I ro 8'-0" _ PAINTED PAVEMENT MARKINGS ACCESSIBLE PARKING SPACE SCALE: NONE N W > Llli;! NOTES: 1. ALL TWELVE INCH (12") LINES SHALL BE APPLIED IN ONE APPLICATION, NO COMBINATION OF LINES (TWO - 6 INCH LINES) WILL BE ACCEPTED. 2. ALL PAVEMENT MARKING MATERIALS WHETHER THERMOPLASTIC OR WATERBORNE PAINT TO BE REFLECTORIZED WITH GLASS BEADS. 3. LONGITUDINAL CROSSWALK LINES TO BE PARALLEL TO CURBLINE. 4. ALL LONGITUDINAL CROSSWALK LINES TO BE THE SAME LENGTH AND PROPERLY DRESSED. 5. STRIPES TO BE SOLID WHITE. 311:7 3 CURB PEDESTRIAN CROSSWALK / TRAFFIC CALMING SCALE: NONE NOTES: 1. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 2. NO PRUNING OR CUTTING UNLESS DIRECTED BY THE LANDSCAPE ARCHITECT. 3. SAUCER SHALL BE FLOODED TWICE DURING THE FIRST 24 HOURS AFTER PLANTING. 4. SHRUBS SHALL BE SET PLUMB AND PLANTED SO THAT THE TOP OF THE ROOTBALL IS 1"-2" ABOVE FINISHED GRADE. SPACING VARIES SEE PLANS SHRUB PLANTING BED SCALE: NONE MULCH 3" MIN. KEEP FROM DIRECT CONTACT WITH STEMS 2"-3" HIGH WATERING SAUCER REMOVE EXTRA SOIL FROM BASE OF STEMS AND TOP OF ROOTBALL COMPLETELY REMOVE TOP 1/2 BURLAP LACING AND WIRE BASKET. IF CONTAINER GROWN, REMOVE CONTAINER AND LOOSEN ROOTS AT OUTER 1/2" EDGE OF ROOT BALL PLANTING SOIL - CONTINUOUS THROUGHOUT BED 12" MINIMUM DEPTH ADJACENT MATERIALS VARY SEE PLANS ROOT BALL SHALL PLACED DIRECTLY ON COMPACTED SUBGRADE SCARIFY SUBGRADE AND WORK IN PLANTING SOIL IN A 1:1 RATIO COMPACTED SUBGRADE SCALE: 1 TREES q HYDRANGEA MACRO 'NIKKO BLUE' BLUE HYDRANGEA 12-15" HEIGHT CONT, 3 GAL. SYNBOIQUANTITY 8 BOTANICAL NAME COMMON NAME SIZE ROOT AG a ACER RUBRUM "FRANKSRES" RED SUNSET MAPLE 3" CAL B*B KG 7 PRUNUS SERRULATA "KWANSAN" KWANSAN CHERRY 3" CAL BtB RM 7 AGER RUBRUM 'OCTOBER GLORY' OCTOBER GLORY RED MAPLE 3" CAL. BSB 2 22 PARKING CALCULATIONS 3 4/6/2020 ZONING RELIEF REQUIRED 4 4/16/2020 PLANNING BOARD REQ'S 5 6/19/2020 AUTOTURN SHRUBS HM q HYDRANGEA MACRO 'NIKKO BLUE' BLUE HYDRANGEA 12-15" HEIGHT CONT, 3 GAL. JH 8 ILEX CRENATA 'GREEN LUSTER' JAPANE5E HOLLY 2-3' Ht. CONT, 5 GAL. BB 7 PIERIS 'BROUWER'S BEAUTY' ANDROMEDA 2-3' Ht. CONT, 5 GAL. 5J 3 JUNIPERUS PFIZERIANA "SEAGREEN' JUNIPER "SEAGREEN" 12-15" HEIGHT CONT, I GAL. 1 27 REMOVE PARKING IN FRONT DR & SPR COMMENTS SITE PLANTING PLAN v - STA I C , F �w 1 I I 0 I 7.08 21.33 Yarmouth Fire Truck feet Width 9.81 Track 9.81 Lock to Lock Time 6.0 Steering Angle 35.8 ISSUED FOR PERMITTING NOT FOR CONSTRUCTION OF M4Ssw � y 4 G� BRIAN G. C3 YERGATIAN IVIL 206 0 IONAL 6/19/20 BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER WISE LIVING RETIREMENT COMMUNITY 822 ROUTE 28 IN SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) SITE DETAILS FEBRUARY 20, 2020 REVISIONS: NO. DATE DESC. 1 3/3/2020 REMOVE PARKING IN FRONT DR & SPR COMMENTS 2 3/1111/2020 PARKING CALCULATIONS 3 4/6/2020 ZONING RELIEF REQUIRED 4 4/16/2020 PLANNING BOARD REQ'S 5 6/19/2020 AUTOTURN PREPARED FOR: JOHN HYNES 343 ROUTE 28 WEST YARMOUTH, MA 02673 508-737-9644 BSC P UROU 349 Main Street - Route 28 West Yarmouth, Massachusetts 02673 508 778 8919 © 2020 The BSC Group, Inc. SCALE: AS NOTED FILE: Projects-YAR\49382.02\Civil\Draw\4938202-A2.dwg DWG.: 5923-08 — JOB. N0: 4-9382.03 `� SEE SITE PLAN FINISH TO BE BRUSHED#4 BAR 012" E.W.TOP & BOTTOM 2" MIN. COVER FINISH GRAI qP s \\ i d.. REINF. CONC. SLAB — 4000 PSI CONC. , /� 00 \\ 12" COMPACTED PROCESSED GRAVEL FOR SUBBASE (M 1.031) \\ 2" MIN. COVER COMPACT SUBGRADE REINFORCED CONCRETE DU M PSTER PAD SCALE: NONE CO 19 OF '1 6" REVEAL FOR VERTICAL GRANITE CURB AND PRECAST CONCRETE CURB 3'-0" MIN. LENGTH TRANSITION PIECE - CURB TRANSITION SCALE: NONE 4'-0" CONCRETE SLAB BRISTLE—BROOM FINISH VERTICAL CURB 2" MIN. I FINISH GRADE 6" REVEALS 8" COMPACTED GRAVEL \ \ 6"x 6"-10/10 WEL BORROW BASE (M 1.03.0 C) . �/%\DED FISH RE /\ COMPACTED SUBGRADE/ CONCRETE WALK NOTE: *SLOPE TOLERANCE FOR CONSTRUCTION = f 0.50% 1/2" PREFORMED JOINT FILLER rRHypgggJl - d' '°° ° a d d ° d LEND W.W.M. 2" CLEAR OF EXPANSION JOINT EXPANSION JOINT — SECTION A—A CONTROL/EXPANSION JOINT SPACING WIDTH CJ EJ 4' 5' 25' 5' 5' 25' 6' 6' 24' 7' 1 5' 28' 8' 4'x4' 24' 9' 4.5'x4.5' 27' 10' 5'x5' 30' CJ= CONTROL JOINT EJ= EXPANSION JOINT 1-1/2" HOT MIX ASPHALT WEARING COURSE BE 2" HOT MIX ASPHALT BINDER COURSE TOP JOINT SEALED WITHH AN EMULSION AND SAND MIX EXIST. PAVEMENT 12" COMPACTED GRAVEL BORROW:` ,..._.'.:.: `' EXIST. GRAVEL BASE EJ SUBBASE(M.1 03 0. TYPE C -.. ) ' APPLY TACK COAT OF RS -1 25' 5' EMULSION TO VERTICAL FACE 25' 6' /\ /�\\ OF EXISTING PAVEMENT PRIOR COMPACTED SUBGRADE REMOVE UNSUITABLE TO THE PLACEMENT OF THE MATERIAL AND REPLACE WITH GRAVEL (TYPE NEW HOT MIX ASPHALT A) COMPACTED IN 6" LIFTS 24' 9' CUT EXISTING PAVEMENT IN 27' A NEAT LINE USING SAW CUT 5'x5' METHOD ONLY THROUGH 1 ENTIRE DEPTH OF EXISTING REMOVE PARKING IN FRONT PAVEMENT HOT MIX ASPHALT PAVEMENT JOINTS SCALE: NONE PREMOLA ENSION D JOINT JOINT FILLER THIS HALF OF DOWEL tTO BE GREASED a ^ ° d Id d. #6 EXPANSION DOWEL -24" 12"O.C. W/EXPANSION SLEEVE AT ONE END CONCRETE PAVEMENT JOINT 0ly»=.19I.Ih CONCRETE SLAB 4'-0" BRISTLE—BROOM FINISH 2" FINISH GRADE A 1.5%* FMIN. � �_ 6"x 6"-10/10 WELDED WIRE g" COMPACTED GRAVEL MESH �j/\\ BORROW BASE (M 1.03.0 C) A CONCRETE WALK 1/2" PREFORMED JOINT FILLER LEND W.W.M. 2" CLEAR OF EXPANSION JOINT EXPANSION JOINT — SECTION A—A CONTROL/EXPANSION JOINT SPACING WIDTH CJ EJ 4' 5' 25' 5' 5' 25' 6' 6' 24' 7' 5' 28' 8' 4'x4' 24' 9' 4.5'x4.5' 27' 10' 5'x5' 30' CJ= CONTROL JOINT EJ= EXPANSION JOINT NOTES: 1. WALK TO 6" THICK IF SUBJECT TO VEHICULAR LOAD. T 2. PROVIDE EXPANSION JOINTS AT MIN. 20 FT O.C. WITH PRE— MOULDED JOINT FILLER. 3. PROVIDE CONTROL JOINTS AT 5' O.C. 4. PROVIDE BROOM FINISH IN DIRECTION PERPENDICULAR TO CURB. 5. CONCRETE SHALL BE 4,000 PSI—TYPE II. *6. CONSTRUCTION TOLERANCE = 0.5%. EXPANSION JOINT NOTES: 1. EJ AT ALL INTERSECTIONS WALKS—EVENLY SPACE CJ BETWEEN EJ. 2. EJ ALONG ALL RETAINING WALLS, STRUCTURES, HANDICAP RAMPS, LIGHT BASES, BENCHES ETC.. USE REMOVABLE PVC SPACER & SILICONE JOINT FILLER. 3. ALONG GRANITE CURB PROVIDE POLYETHYLENE BOND BREAKER & TOOL EDGE JOINT. CONCRETE WALKWAY SCALE: NONE \DETAILS\LD\SIDEWALKS & PATHS\WALK (CONC) [EXPANSION JOINT].DWG NOTES: 1. WALK TO 6" THICK IF SUBJECT TO VEHICULAR LOAD. 2. PROVIDE EXPANSION JOINTS AT MIN. 20 FT O.C. WITH PRE— MOULDED JOINT FILLER. 3. PROVIDE CONTROL JOINTS AT 5' O.C. 4. PROVIDE BROOM FINISH IN DIRECTION PERPENDICULAR TO CURB. 5. CONCRETE SHALL BE 4,000 PSI—TYPE II. *6. CONSTRUCTION TOLERANCE = 0.5%. EXPANSION JOINT NOTES: 1. EJ AT ALL INTERSECTIONS WALKS—EVENLY SPACE CJ BETWEEN EJ. 2. EJ ALONG ALL RETAINING WALLS, STRUCTURES, HANDICAP RAMPS, LIGHT BASES, BENCHES ETC.. USE REMOVABLE PVC SPACER & SILICONE JOINT FILLER. 3. ALONG GRANITE CURB PROVIDE POLYETHYLENE BOND BREAKER & TOOL EDGE JOINT. CONCRETE SIDEWALK SCALE: NONE SEE SITE PLAN �► A Z a ad d d 0_ ° d N ° d Z ° W.° N Qd d ° V d ° ° d GATE \—HOT MIX ASPHALT I ENCLOSURE (SEE PLAN A LANDSCAPE PLAN) REINFORCED CONCRETE PAD (SEE DETAIL) 1% MIN SLOPE CLOSURE EXPANSION JOINT CONDUIT TO BE LOCATED PRIOR TO PLACEMENT OF INISH TO CONCRETE BE BRUSHED 2" MIN. 2» 8" 6"x6" #10 CLEAR (TYP.) (TYP•) WIRE MESH r 2" ° 4" a ° d° CONC. SLAB — 4000 PSI CONC. ° Q ®` a d 71 g d d d a FIP 2J��/ 10" GRAVEL BORROW BASE (M 1.03.0 C) \\�/ (TYP.) 'x�\/ (2) #5 REBAR (TYP.) GENERATOR PAD SCALE: NONE NOTE: SHOWN FOR REFERENCE ONLY. GENERATOR PAD TO BE PER GENERATOR COMPANY'S REQUIREMENTS. 6'-0" 1" HOT MIX ASPHALT WEARING COURSE 1-1/2" HOT MIX ASPHALT BINDER COURSE *1.5% iiiiiiiiiiiiiiiiiiiiiiiiiiiiiih 8" COMPACTED COMMON BORROW BASE (M 1.03.0 C) COMPACTED SUBGRADE *CONSTRUCTION TOLERANCE = 0.5% BITUMINOUS CONCRETE WALKWAY 06/08 SCALE: NONE ISSUED FOR PERMITTING NOT FOR CONSTRUCTION ti�H OF M qS,2 G 4BRIAN G. C3 YERGATIAN IVIL 206 0 NAL 4/16/20 BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER WISE LIVING RETIREMENT COMMUNITY 822 ROUTE 28 IN SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) SITE DETAILS FEBRUARY 20, 2020 REVISIONS: NO. DATE DESC. 1 3/3/2020 REMOVE PARKING IN FRONT DR & SPR COMMENTS 2 3/11/2020 PARKING CALCULATIONS 3 4/6/2020 ZONING RELIEF REQUIRED 4 4/16/2020 PLANNING BOARD REQ'S PREPARED FOR: JOHN HYNES 343 ROUTE 28 WEST YARMOUTH, MA 02673 508-737-9644 P70:!55- BSC P 349 Main Street - Route 28 West Yarmouth, Massachusetts 02673 508 778 8919 © 2020 The BSC Group, Inc. SCALE: AS NOTED FILE: Projects—YAR\49382.02\Civil\Draw\4938202—A2.dwg DWG.: 5923-08 — JOB. NO: 4-9382.03mom `�