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Home My WebLink About2023-07-17 Storm Water Response to Comments_03-180332 BT(R1) 2018-12-07 ssLEGEND A: 1 14'. 1� - 124 EXISTING CONTOUR --125 -- X 12345 EXISTING SPOT ELEVATION X TC 123.45 EXISTING TOP OF CURB ELEVATION X G 122.95 EXISTING GUTTER ELEVATION XTW 123.45 EXISTING TOP OF WALL ELEVATION � X BW 122.95 EXISTING BOTTOM OF WALL ELEVATION X FF 12J45 EXISTING FINISHED FLOOR ELEVATION #V D4 WATER VALVE © GAS METER © ELECTRIC METER IR=' © AIR CONDITIONING UNIT 57" OH OVERHEAD WIRES ow 5gj1 7 CHB8N82'2929�' g W APPROX. LOC. UNDERGROUND WATER LINE X6 7 59`26 CHD=286.73' G 60•p4 8W APPROX. LOC. UNDERGROUND GAS LINE 69 i E APPROX. LOC. UNDERGROUND ELECTRIC LINE , - / C APPROX. LOC. UNDERGROUND CAN LINES I0 T APPROX. LOC. UNDERGROUND TELEPHONE LINE 56.24 UP {+ UTILITY POLE ��, \ �C��/ :::?:•; ::::.:.•`::':::::. UTILITY POLE/LIGHT POLEow -< GUY WIRE �� V GP �c GUY POLE �y 0 N �c ,0� / MAP 97, LOT 4 `oxgj g0 r� N/F LANDS OF 7 / 57.15 ii,Jj:b C8 NF LANDS OF ED-AREA LIGHT 61 g4 COMMONWEALTH OF 7 sj_ GRT=56.69 WOODS REALTY ASSOCIATES LLC �;:;:;:::':: `:''•:':::':`'i•'.' \ ' W 6j.95 / MASSACHUSETTS 0 570g SUMP=�J BK.25340, PG.244 / SIGN a� PER TAX MAP / 56.21 �y� / 57.19 20' WATER EASE 0T 1' 0 jT HATCH) - METAL GUIDE RAIL 56• c�" 1 0 (DOTBM-B (PID? Rff #) QG`= PAINTED ARROWS101 G \ `ASPHALT APPROX LOC OF 63•43 / / O WOODED y\\� 1 6�, 5166 ASPHALT UG 8" WAIER LINE 0' OFFSET OF STRUCTURE AT GROUND GO G 55114 PAVEMENT PAI7EMENT� (PER REFS 8 10 LEVEL RELATIVE TO PROPERTY LINE R 1868.83' 634x4 56g3 �� s456 0� / 1� 57:3 GRT=58.48 5 $ ) ® DMH DRAINAGE/STORM MANHOLE d 41'2S"43 5 Fo 157.94 SUMP-51.5f i� 5�$ ,o3. NO8°37'00" L 120.37' �' ® Ex1H ELECTRIC MANHOLE o , „ � � X RfBAR WIMP � � � 14 / c3PSg.97-�:::''•:i'�:':'•':., � CHB-S76 14 48 W FOUND 51.5 �r \' S 96 3ff:` .:..,.:•:•;,.., 6400 © SMH SANITARY/SEWER MANHOLE CHI---120.35' Tf / ASPf ILT N64°37'00"W OT 2 � 8' :' :? :• :.; :• 54 / PAVEx/ENT� y1\�� / \ / 31 44 00' o , „ RESER!/ED " c VGC 7YH TELEPHONE MANHOLE 7Y2 s��, 5812300 W ::': ° x 77 �Z o�� 6 �� / 5856 Jr7.00' 8'� © 45 50.90 gg3 PARK/NG" W ---1 10 CB CATCH BASIN OR INLET � T12 O7Ss / 58• , TJT TREE &TRUNK SIZE �, •j1 i4 7 ' � // `ass `�� Ok. h0�� 1��1�� _ AREA s9� Ss.59 •''�`��.:`�� "' •' "- fi/0 P�9RK/NG �h 65 x x56s 17a o,�. -- ¢ o0 7 �� / i�g�t \ CONC G THIS SIDE" �� V�\�� 65 j3 65,74 77? ° Tf ��os ® 0 jS.R� W GIP �'003' S8 7 �' / i 5fl 53 LS4 10 ID PARKING SPACE COUNT y\ 8W T / s2j, gUND �L�� /� Q / 56 \R2 -R2 ?:• :.•': 78 T/f ° T4 s�3? MAP SIT LOT 3 ©,g5g LSAT TEST PIT \ \ o / 94 kA �� 1 ; 3 1 0. 7 r ° ` ACCESS EAsalavT SWL SOLID WHITE LINE NF LANDS OF 5g 55gg CC r,gg 66 pp \ 58a GRD EL-56.7 \ 1f0 ST TION AVENUE, LLC 3 5 6 g.78 73 g.60 5$ G 583g i� 58.4 1 y5 45 ' ��7CH) S12 SOLID YELLOW LINE "sue l �� 78 \ tg K.18308, PG.272 Tf T`� 3 9" �+ SMH + 57 l ° TC 59 6 c 25 ::1%) HT HEIGHT l 770 x 56.E / 1 1 T10 T4 G 59.11 , 3 9 4t RIM=583658 / '� Ai 0 5 .3 .2 6 J `� # /7 1p5. / EFBU / 58.1 58 58 58• 58.25 S SWL C77� LJAYL DASHED YELLOW LINE 61• g90 T4 �N46'37'00V / 178.20' � � T4 �1 � / x FRAME (7YP) 6 100 PARKING 1 100 ° - -89.- --�- -' 7a �'° G S SHED BC J PAVEMENT THIS SIDE' BLDIG BUILDING 67� 0' ' / 0 (� W 14 16 T10 T12 89.10 / 10 \\ 59.� I 7.63 Q SMfL ` y `FOM / 78 T4 / 58. 0 18 BMA BUILDING FOOTPRINT AREA �' /� ( D1S ° / \\ / iC 44 NW NO VISIBLE PIPE \, V CC 56 fOlAn R2 7y2 R2 / x 57•g0 \ \ Tf T4 67 / 5g ' SBgy 695 G / (fULL� f?7D FILLED w/DEBRIS 69_ ��' ° / I `W� ED i 74 - 1g '' 'x57 57-9 35.5' g21 \ LS4 N sky- ,/ rf l / EA \ T 1 ( 2 l :� r I TOW TOP OF WATER �'\' T1f �A° pJ x 56.59 / Ts �58 1 CONC o 11' N43°23'00'E NOT FIELD °° 0 �i '\� j' o lg 5 PAD / 51•j4 , NfV VERIFIED 1° �b i�` 77f ) 7a 1� I 5g2 \5y7j:gl i:�g I 139.C710 PVC POLYVINYL CHLORIDE PIPE 0� 771 GRASS v 4 I 95 / GRASS 1O-36 T8 WOODED I 57,72 x I T10 ULKHEADARE4 a s.3 9• WHITE L -fir/ AREA CA/P CORRUGATED METAL PIPE `�, 1p47 eW g7.05 17f �� A I j I ° i 57•s5 STRIPING lNV INVERT ELEVATION y\� 078 I 1EST �/5 -�' I 1 STORY 1101 0 RE3E VED i� � 7E37 PR 3 I 5728 / GRD u 59.3 IS MASONRY BUILDING 5 GRT GRATE ELEVATION v' \ F GRD EL=56.5 x / i I 51. 'iM ESTATE" 92 57 g1 MAP 97, LOT 4 51 77B i R T 57.63 BLOC HT=23.8f $WL I g0 'SK NF LANDS OF CLF CHAIN LINK FENCE �' 56. �' i Tf I 578 57. (7YP) WOODS REALTY ASSOCIATES LLC GO •95 T4 78 �� r4 T I ,� BfPA= 487t )1 3 BK.25340, PG.244 DC DEPRESSED CURB 1� / /3./ _ 5s0Z O ' ! TEST Pff, 6 rf # �, r� �: 1�1 ��5g j4 7ro x 56.20 I ` WOOD BOP EDGE OF PAVEMENT 1�0� 7yf 5/ t359 Tf\ x 5638 'GRD EZ=59.1 T4 I GRASS STEP FF 59.01 ge G 57 LS4 LANDSCAPED AREA / ° / 70 / I / - 4 AREA 11.9J 12. J G 57.79 63T 58.84 TG 5B.05 TYPICAL ? 97, LOT 2 03 0 / \ / 76 PYT 4 ,MAP FPLANDS OF 57.15 \� JTf 41 / DOOR 1 6 7 Q 57•p3 ° APPROX LOC OF /9' (�) � rfo GR0�56.1 s l / \- � �/TE � � I � �• n2 uc WA TER LINE 73� 6W 577� �(', 6 JEANNE L. LUBY / \ �r ,0 3 CB 2q �pR STR/PING 9• T / a I G -54 78 G (PER REF j8) BC BITUMINUS CURB 55• MAP 97, LOT 1 % " EN J. LUBY-D EW \ N P` / 0J QE77 56 74 / APPROX RX eF 75 - T4 \ .� �50.5' ? (Am�ir -5i.5 -. 3 I p VGR VERTICAL GRANITE CURB �� 0 At 7fo N/F LANDS OF ARC x / / BK.28o68, PG., 8 UG WINE \ \'} S �9 42 / \ \ 1 `�7j:1 6ta� 0 53.9 l Tf h JEANNE L. LUBY \ / / (PER Un KOUT) \ 25.8 L.SA 58.0 58 G 57'It 0 4 ti KAREN J. LUBY-DREW TEST P/f \ l / /) T10 BC T i WGR WOODEN GUIDE RAIL ��-',� `.S I 55g9 , BK.28068, PG.126 GRO EZ=558' I �F 4 \ 78 74 IW 5736 7 0 � �� Q / oli+ t\� 78 55.60 APPROX LOC OF 55'g8 % / / / / / /� 7 / / A5591 i� , 47b ¢I N36 3540 E UG REC LINE 55.97 - - / 33/ / W0090 - DMH / �� D*H / 84.59' T12 ° PER UT/UIY M4RKOUJ - - / x 58 AREA /� / �, 54 38 x I - 34 j 4 / RIM=56.74 / =55.53 / - ( ) / / / ( / DMH 57 57 umr="..6i S MP-449t (SEE NOTE 14) / / / \\ ( 14ROX LOC OF hh 57 8g AS%tT - IRIM=57.17 1 170 APPROX Lt NE \ UG DR41N LINES rlo PAVEMENT SUMP=45.2-4 lM- 6.41 y2 / 13 R2 TBM A / / / / PER UIIVG CUIY MAR UT \ (� (PER REF I?- T4 T4 ^ (w) / (NVPJ i 0 1 /5y ;94 (27T=52.91 718 7P ,�24-79.5 / , ( � J \ s� � / :• :;; : f f� VO �/OVERGROWN P4 UP LP / f'.� / (sff N07E 14) \ \ \ RIM=57.6� �7s is � � • 16/ AREA 24-79 T10 772 BK2806$ PGj 26 /� 53 Tf2 71f 7 GRASS ZO' ORAAV EASEaIEIVI �� / 771 _ �0 -- � 2 TREE BUfFER \78 \ 54.4 T12 ° �. T/2 T7% 78 5i 7Y2 772 ° / / ° `•;I AREA (� � �%) B� 164 j659 8W 51.36 WIMP x5J - / 568 j/ o 715 UP �\ \ ° ° ° - - - - 49 FOUND - S5 - ° i 77B ° �IfO 54 9 -_ 772 / \ \ 78 ° / GRASS / 54' CUR�� 4 6 CB CLF 55. - 178 >r0 -jT _ 41 \ Tf0 P 1 76 `1 6 69 AREA APPROX LOC OF CHANGE ` 6RT=52.88 _ - \ UG 7RE UNE /D SIGN (ANP-FDD) O 51 7p i 57 37 5J• Tf2 712 5 (PER U71UIY AfARKOUT) / T12 7r?EAL ESTATE" O 45 5J 56• T12 56. / 57.s7 1.80 GRASS AREA �/TATS� - 58- - - 3 _ EDGE OF WOOD - s 97. ' _ MGR 57 43 - .%�12� - -- - VV 2 52.23 (ff NOTE -----58- ai APPROX LOC OF E 1, --# - - - _ GW - - T T c 5837 EOP 19 73 o UG GAS UNf 57.g8 SWL 7 J8 5830 VGC TC 2�11 T 58 c ` T 35. T T 3 17GC 5572 T �� T S G 53• G 53.62 w (PER REF 15) G -- �- � � p9 G G G G � G G G G G G G G G G 53 j9 m � G G G G _ �--�•- 58• G G G G G G ��r a APPROXuLOC � BASED 0�v 58.12 -58_ - - -- - - - � � : � � G 4 GAPPROX LOC OF r-E EaIH 346°37'00"E SYL \ \ � � W/� 57 � \ GRT=55� 56.1� \ APPROX LOC OF � 54 g0 UP 124 81 SYL CENTER LANE 8• 58"69 RIM=5856 S APPROX LOC OF y DAYL 03 ONL_Y" _ pER Up(ny /(p(/T 58.19 44128' DAYL 5g i 4 =51.6t UG C✓1 N UNE DWT 54.30 o _ _ _ _ CB 58• _ _ �- _ -� -� _ _ _ _ _ _ _I_ _ -P.O.B I / _ _ _ PER un[m MWOUr) . - - - - _ _ �� UG GAS UNE wZ 94 02 (MPT0W=43t 08 44 (SEE NOTE f4) 96 - 72 97 / BK.28068, PG.128 98 �/ C8 W1 DH ( �l4)99 10D (PER REF 15) _ T 58 DAYL SYL 58 58 Sg 66 58• DAYL p5/ 51•20 F71�V0 / 64.71 My 33 a T T rfy $yL 0 54 W a Z N APPROX LOC OF 57.93 SWL i a UG Tsi LINE G 57.9t" o z (PER REF 15) Lu=o CB W ~ ° GW=57.73 W r- Z () W=0 moo (I] m z Hoo 2,- -wmw Ofwa u)w -J ¢Or 80 zow mow= UTILITIES: Q�3 Uo o THE FOLLOWING COMPANIES WERE NOTIFIED BY MASSACHUSETTS ONE -CALL SYSTEM A.-_, 58•36 T T T JSWL T�e87T T T6 T J SWL T T5460 T T -i UG 7&LIE i7.64 VGC _ - SWL 8.38 5g30 22 G 58.29 58 /TILT j1 5756 i ' 13 57 57 G 57.64 V / 56.74 i 55 6 3 46 54.55 (PER REF 15) 55• VGC G EDGE OF TRAFFIC WAY .02 56.13 _ _ -' _ 53.87 APPROX LOC OF _ _ �'_ _ _ 1-� 4PPROX 10C OF UG EEC LINE APPROX LOC OF 76 (PER REF 16) \G5716 UG 10" WAIER UNE APPROX LOC Of GRT=5547 (PER UIIL/IY MARKOUTWr=57.64 )IOW=54.5Y (PER URLIIY MMXW& REFG 5169 UG 7ELE LINE T0W=52. ff (SEE N07E f4) G 54.5 (�) (SE NOTE 14) G 57'S7 (PER REF 15) ( ) APPROX LOC OF LEACHING 84SINS APPROX LOC OF y 4� (PER REF /5)(NFV) ORE APPROX LOC OF UG DRAIN ONES 1\\V`I STATION \\\Y/ 1\\\�J� Il'U� E AVENUE E (P (PER REF f5) 5) (PER REF 15) Oo o (1-888-344-7233) AND REQUESTED TO MARK OUT UNDERGROUND FACILITIES AFFECTING o U)=w AND SERVICING THIS SITE. THE UNDERGROUND UTILITY INFORMATION SHOWN HEREON Q, z IS BASED UPON THE UTILITY COMPANIES RESPONSE TO THIS REQUEST. -� �o� REQUEST NUMBER(S): 20184603120 Z w z O•,a J doo �q UTILITY COMPANY PHONE NUMBER VERIZON '1LL BEFOVo O0 W �} a NATIONAL GRID GAS -COLONIAL 800-233-5325 H a EVERSOURCE - ELECTRIC 800-592-2000 THE COMMONWEALTH OF MASSACHUSETTS REQUIRES NOTIFICATION ZU [L COMCAST-PEMBROKE 800-934-6489 BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO Ow w DISTURB THE EARTH'S SURFACE ANYWHERE IN THE COMMONWEALTH. UHF TABLE OF APPARENT ENCROACHMENTS 6' CHAIN LINK FENCE ENCLOSURE AROUND ASPHALT PAVEMENT CROSSES PROPERTY LINE OF LOTS 3 AND 4 BY UP TO 18.8'. © PARKING LOT CROSSES PROPERTY LINE BETWEEN LOTS 3 AND 4 BY UP TO 5'. © PARKING LOT CROSSES PROPERTY LINE BETWEEN LOTS 3 AND 4 BY UP TO 12.8'. NOTE: THESE ARE THE POSSIBLE ENCROACHMENTS OBSERVED DURING THE FIELD SURVEY. THERE MAY BE OTHERS NOT RECOGNIZED BY THE SURVEYOR. (1956 COUNTY LAYOUT - 60' WIDE) 7WO WAY TRAFRC (ASPH&T ROADWAY) GRAPHIC SCALE 30 0 15 30 60 120 (IN FEET) 1 inch = 30 ft. ►WWA LOCUS MAP © 2013 ESRI WORLD STREET MAPS NOT TO SCALE NOTES: 1. PROPERTY KNOWN AS LOTS 1, 2 & 3 AS SHOWN ON THE TOWN OF YARMOUTH, BARNSTABLE COUNTY, COMMONWEALTH OF MASSACHUSETTS; MAP NO. 97. 2. LOT 1 AREA = 22,538 SQUARE FEET OR 0.517 ACRES. LOT 2 AREA = 21,439 SQUARE FEET OR 0.492 ACRES. LOT 3 AREA = 39,804 SQUARE FEET OR 0.914 ACRES. TOTAL AREA = 83,781 SQUARE FEET OR 1.923 ACRES. 3. LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE, LOCATIONS AND SIZES ARE BASED ON UTILITY MARK -OUTS, ABOVE GROUND STRUCTURES THAT WERE VISIBLE & ACCESSIBLE IN THE FIELD, AND THE MAPS AS LISTED IN THE REFERENCES AVAILABLE AT THE TIME OF THE SURVEY. AVAILABLE AS -BUILT PLANS AND UTILITY MARKOUT DOES NOT ENSURE MAPPING OF ALL UNDERGROUND UTILITIES AND STRUCTURES. BEFORE ANY EXCAVATION IS TO BEGIN, ALL UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION, SIZE AND TYPE BY THE PROPER UTILITY COMPANIES. CONTROL POINT ASSOCIATES, INC. DOES NOT GUARANTEE THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA EITHER IN SERVICE OR ABANDONED. 4. THIS PLAN IS BASED ON INFORMATION PROVIDED BY A SURVEY PREPARED IN THE FIELD BY CONTROL POINT ASSOCIATES, INC. AND OTHER REFERENCE MATERIAL AS LISTED HEREON. 5. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORTAND IS SUBJECT TO THE RESTRICTIONS, COVENANTS AND/OR EASEMENTS THAT MAY BE CONTAINED THEREIN. 6. BY GRAPHIC PLOTTING ONLY PROPERTY IS LOCATED IN FLOOD HAZARD ZONE X (AREAS DETERMINED TO BE OUTSIDE THE 0.2%ANNUAL CHANCE FLOODPLAIN) PER REF. #2 7. ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88), BASED ON GPS OBSERVATIONS UTILIZING THE KEYSTONE VRS NETWORK (KEYNETGPS). TEMPORARY BENCH MARKS SET: TBM-A: MAG NAIL FOUND IN UTILITY POLE. #24-79 AT ELEVATION 59.75. TBM-B: MAG NAIL SET IN ASPHALT PAVEMENT AT ELEVATION 59.07. PRIOR TO CONSTRUCTION IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT THE BENCHMARKS ILLUSTRATED ON THIS SKETCH HAVE NOT BEEN DISTURBED AND THEIR ELEVATIONS HAVE BEEN CONFIRMED. ANY CONFLICTS MUST BE REPORTED PRIOR TO CONSTRUCTION. 8. THE OFFSETS SHOWN ARE NOT TO BE USED FOR THE CONSTRUCTION OF ANY STRUCTURE, FENCE, PERMANENT ADDITION, ETC. 9. INDIVIDUAL TREE LOCATIONS ARE LIMITED TO FREE STANDING TREES AND THOSE WITHIN THE 25 FOOT TREE BUFFER WITH TRUNK DIAMETERS GREATER THAN FOUR INCHES. REFERENCES: 1. THE TAX ASSESSOR'S MAP OF THE TOWN OF YARMOUTH BARNSTABLE COUNTY, COMMONWEALTH OF MASSACHUSETTS MAP 97. 2. MAP ENTITLED "NATIONAL FLOOD INSURANCE PROGRAM, FIRM, FLOOD INSURANCE RATE MAP, BARNSTABLE COUNTY, MASSACHUSETTS (ALL JURISDICTIONS) PANEL 587 OF 875" COMMUNITY -PANEL NUMBER 250015 0587 J, MAP EFFECTIVE DATE: JULY 16, 2014. 3. MAP ENTITLED "PLAN OF LAND IN SOUTH YARMOUTH, MASS. FOR: CHARLES E. CHAMBERLAIN, JR. ETALI & ROBERT W. LUBY ET AL, TRUSTEES" DATED AUGUST 15, 1977. RECORDED WITH THE BARNSTABLE COUNTY REGISTRY OF DEEDS AS PLAN BOOK 319, PAGE 52. 4. MAP ENTITILED "PLAN OF LAND IN YARMOUTH, MASS. PREPARED FOR: BANK OF BOSTON" DATED OCTOBER 22, 1987. RECORDED WITH THE BARNSTABLE COUNTY REGISTRY OF DEEDS AS PLAN BOOK 442, PAGE 48. 5. MAP ENTITLED "YARMOUTH STATION AVENUE CONSTRUCTION PLAN" SHEETS 11 & 12 OF 45. 6. UNDERGROUND ELECTRIC MAPPING PROVIDED BY EVERSOURCE, DATED NOVEMBER 15, 2018. 7. MAP ENTITLED "AS -BUILT FOUNDATION PLOT PLAN LOT 2, PLAN BOOK 442 PAGE 48 ASSESSORS MAP 76 PARCEL 76-M8 STATION AVENUE YARMOUTH MA. PREPARED FOR: MR. JIM MACHNIK" DATED AUGUST 3, 1998, REVISED AUGUST 28, 1998. 8. MAP ENTITLED "SEWAGE DISPOSAL SYSTEM UPGRADE PLAN" PREPARED BY COASTAL ENGINEERING COMPANY, INC. DATED NOVEMBER 18, 2004 SHEET SD-1. 9. SEPTIC FIELD TIE CARD PROVIDED BY THE TOWN OF YARMOUTH BOARD OF HEALTH. 10. WATER SERVICE TIE CARDS PROVIDED BY TOWN OF YARMOUTH WATER DIVISION, 11. MAP ENTITLED "SITE PLAN, 473 & 479 STATION AVENUE, ASSESSORS MAP 97, LOT 1 & 2, YARMOUTH, MASSACHUSETTS," PREPARED BY T.M. CROWLEY ASSOCIATES, DATED AUGUST 29, 2017 12. MAP ENTITLED "PLAN OF LAND IN SOUTH YARMOUTH, MASS., FOR CHARLES E. CHAMBERLAIN, JR. ET AL & ROBERT W. LUBY ET AL, TRUSTEES, " PREPARED BY CMS ASSOCIATES, INC., DATED AUGUST 15, 1977, RECORDED AT THE BARNSTABLE COUNTY REGISTRY OF DEEDS AS PLAN BOOK 319, PLAN 52. THIS SURVEY HAS BEEN PERFORMED IN THE FIELD UNDER MY SUPERVISION, AND TO THE BEST OF MY KNOWLEDGE, BELIEF, INFORMATION,AND IN OF M WITH CURRENTLY ACCEPTED ACCURACY CN ACCORDANCE gSsgcyG STANDARDS. o � NOT A VALID ORIGINAL DOCUMENT UNLESS EMBOSSED OLDRIGHT WITH RAISED IMPRESSION OR STAMPED WITH A BLUE INK SEAL o NO.49211 C° SS7CNAL LAND S� GERRY L. HOLDRIGHT, PLS MASSACHUSETTS PROFESSIONAL LAND SURVEYOR #49211 DATE 1 1 TREES PLOTTED WITHIN 25' BUFFER B.S.B. I S.P.P. I G.L.H. 12-07-18 No. DESCRIPTION OF REVISION FIELD CREW I DRAWN: I APPROVED: DATE FIELD DATE ]BOUNDARY & TOPOGRAPHIC SURVEY 11-20-18 FIELD BOOK NO. SEASONS CORNER MARKET 18-13MA 473,479 & 487 STATION AVENUE LOTS 1,2 & 3,MAP 97 FIELD BOOK PG. TOWN OF YARMOUTH BARNSTABLE COUNTY 149 COMMONWEALTH OF MASSACHUSETTS FIELD CREW CONTROL POINT B.S.B. 0 ASSO C I A T E S, INC. ALBANY, NY 5182175010 352 TURNPIKE ROAD CHALFONT, PA 2157129800 DRAWN: MANHATTAN, NY 6467800411 SOUTHBOROUGH, MA 01772 MT LAUREL, NJ 6098572099 PV 508.948.3000 - 508.948.3003 FAX WARREN, NJ 9086680099 REVIEWED: APPROVED: DATE I SCALE FILE NO. DWG. NO. S.P.P. G.L.H. 1 11-28-18 1 "=30' 03-180332 1 1 OF 1