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0000 RACE LANE - Health (7)
��,c � /,� � /Ylaisto�s/�i�//s - - _ _ _ _ �1��9� - - - - - -- -- - __ �Ounn� II/ SMEAD WEF-ING VQU ORGANIZED No. 103-U 2-1531 MADE IN USA GET ORGANIZED AT SMEAD.COM I ��� �k�� ' v „iy�Z�� i r 1�FTNETO TOWN OF BARNSTABLE OFFICE OF STAEL BOARD OF HEALTH OAS& t639' 367 MAIN STREET D MAY�' HYANNIS,MASS.02601 April 14, 1998 Steven Shuman RE: Definitive subdivision plan of land in Marstons Mills Chairman, Planning Board Petitioner: Robert Berke Barnstable Town Hall Title:"Mystic Meadows" Hyannis, Ma 02601 Assessor's Map 83, Parcel 4 & 18 Engineer: Paul A. Merithew, RPLS Date: March 9, 1998 Dear Mr. Shuman: The Board of Health has reviewed this Definitive Subdivision plan in Marstons Mills makes the following recommendations: The developer must provide public water to each and every lot in this subdivision identified on the submitted plan dated March 9, 1998 identified as PL. BD. #764, plan of Land in Marstons Mills, Massachusetts of "Mystic Meadows" as prepared for Robert Berke. Public water 1ines and all connections must meet specifications and/or rules and regulations of the local water department. Each septic system shall be located within the prescribed boundaries of each individual lot. All septic systems shall be located as most distant as possible from the wetlands within each lot. The developer shall have recorded on the deed that variances from Title 5, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, or the Town of Barnstable Health Regulations whichever is more stringent, will not be granted on any lot in this subdivision. A percolation test must be made on each lot at leaching site, before a Disposal Works Construction Permit will be issued. Maximum groundwater elevations must be determined by using data available from the United States Geological Survey - Probable High Groundwater Levels on Cape Cod, Mass. Each proposed septic system must conform strictly to 310 CMR 15.00, the State Environmental Code, Title 5, and Town of Barnstable Rules and Regulations. Any lawn area created must be covered by at least four (4) inches of loam. All tree stumps, brush and building debris removed when clearing lots or roads must be disposed of at a licensed solid waste disposal facility. Chipping brush and tree stumps is an acceptable alternative. Burial on site is prohibited. The applicant must receive an Order of Conditions from the Conservation Commission, if applicable. This is located within a groundwater protection district. No more than three bedrooms are authorized on each lot. i Prior to Board of Health approval of each building permit, the sewage system and water supply must conform to 310 CMR 15.00, the State Environmental Code, Title 5, or Town Health Regulations, whichever is more stringent. It is recommended that each sewage disposal leaching facility shall be located the furthest distance from fresh water on each lot to reduce eutrophication caused by phosphorous and other nutrients. The United States Environmental Protection Agency's National Eutrophication Survey states that 0.25 lbs. per year of total phosphorous enters wetlands from every person served by onsite septic systems within 300 feet wetlands (US EPA 1983). Very truly yours, usan G. R , R.S., Chairman Ralph A. Murphy, M.D. Sumner Kaufman, M.S.P.H. BOARD OF HEALTH TOWN OF BARNSTABLE SGR/bcs Copy: Robert Berke Town Clerk Paul A. Merithew, RPLS Health Department✓ Centerville/Osterville/MMills Fire District Conservation Commission TOWN OF BARNSTABLE SUBDIVISION RULES AND REGULATIONS FORM C APPLICATION FOR APPROVAL OF A DEFINITIVE PLAN 7 A, o Subdivision # : To the Planning Board in the Town of Barnstable: 9 m Cfl The undersigned authorized applicant(s) or owner(s) o�� .11 to / 'r land shown on the accompanying Definitive Subdivision��l�'a `� located and described as follows: S!�� %` Plan Title: 1/E� N iV� bF �Joermll5iOrJ o ED " Plan Date: I A Pet N 9 . Assessor's Map and Parcel Number(s) : MA P Qn3 LOT A 4 l$ Zoning: Q 7, -! AC. Number of Lots: G, Drawn By: _ — rS {I' Address: u.T D . Phone: hereby submits such plan as a Definitive Subdivision plan in accordance with the Rules and Regulations of the Barnstable Planning Board. The undersigned's title to said ),,and is derive as follows: �.r PLEASE COMPLETE THE FOLLOWING 1. Access to the development is proposed from the following street(s) : 2,A0-F,;' _A► F- ` 2 . Have any of the propos d access roads been designated as An Scenic Roads? yes no If yes, which one(s) ? Vpa— Li ►Jv-_7 9. In within a Critical Habitat as designated by the A90 publication "Cape Cod Critical Habitats Atlas" es no A To the best of my knowledge the information submitted herewith is complete and accurate. Signature of Owner Address el phone Signature of Owner Address Telephone Signature of Addres0s Telephone Authorized Applicant Applicant's Authorization: Received by Town Clerk: Date: Time: Fee: Signature:. Please make check payable to the Town of Barnstable Received by Board of Health: Date: Time: Signature: u I� - N/ A Report from the Cape Cod Commission, if any. y Ten copies of the plan at a scale of 1" 1001 . Six copies of the Definitive Plan containing the information: nformation: SHEET IS) A Scale of 1" = 40 ' . sheets not to exceed 24" by 36" . Subdivision name and number, north arrow, date scale, legend, and the words "Definitive Plan" . Key map at 1" = 1,000 ' Below the key map the assessor's map and parcel number(s) , zoning district(s) , zoning overlay district(s) ,and zoning area, frontage and width requirements. { Names of record owner, applicant and plan preparer. Subdivision boundaries, adjacent property lines and abutters. l' Zoning district, Zoning Overlay GP and WP District, and Fire District lines which pass through the property. Existing and proposed streets, ways, easements, public p areas, and width of paving. Names of streets in pencil until approved by the Board's Engineer. Sufficient data to determine readily the location, I� direction and length of every street and way line, j� easements, lot line and boundary line, and to establish these lines on the ground. u Location of all monuments, existing and proposed. The location of any exist ing building s and stone walls. The location of wetlands, surface water bodies. Area of each lot in square feet and acres. Area of wetlands within each lot. Net area of wetlands within each lot in square feet and acres, Lot shape calculations p noted on each lot. Location of wetlands and surface waterbodies, within 200 feet of the subdivision boundary lines. Existing water mains, utilities, sewers and utility poles within and adjoining the subdivision. Separate plans and profiles of every street, showing the following data: ( Horizontal scale of ,l" - 14' . Vertical scale of Existing centerline profile lines, lines of sidelines. Finished design profile: elevations every 50 feet, 25 feet on vertical curves. �5SUr-AEi7 Elevations related to mean sea level. Profiles and cross sections of drainage including �j swales, retention basins, catch basins, manholes and proposed invert and pipe sizes. The location of drainage easements and any surface water body or wetland, and the height of groundwater. Not Existing walks and driveways. �! Rates of gradient shown by figures for roadways .�I and drainage. Location of gas, water, sewer, electric, telephone, cablevision and other utilities including utility poles. Any conflict between existing utilities and ,proposed construction. Two bench marks. Cross section of roadway at 50 foot intervals it showing existing and proposed grades, top and toe of slopes, pavement thickness, width and gravel ! t base. Utilities. i Ci41�E1 $8S'a3 Spot elevations on getters,(genter lines of corner soundings at street intersections and cul-de-sacs. Proposed traffic signs and markings. USHEET D A sketch plan showing the approximate layout of streets of any remaining land owned by the applicant or purchaser of the land, unless a subdivision plan has been submitted to the Planning Board. w •� TOWN OF BARNSTABLE ypf THE r�� OFFICE OF )AUSTAIM BOARD OF HEALTH Nut 039. 367 MAIN STREET HYANNIS, MASS.02601 January 6, 1998 Steven Shuman RE: Preliminary subdivision plan of land in Marstons Mills Chairman, Planning Board Petitioner: Robert Berke Barnstable Town Hall Title: "Mystic Meadows" Hyannis, Ma 02601 Assessor's Map 83, Parcel 4 & 18 Engineer: Paul A. Merithew, RPLS Date: December 2, 1997 Dear Mr. Shuman: The Board of Health has reviewed this Preliminary Subdivision plan in Marstons Mills makes the following recommendations: The developer must provide public water to each and every lot in this subdivision identified on the submitted plan dated December 2, 1997 identified as PL. BD. #764, plan of Land in Marstons Mills, Massachusetts of "Mystic Meadows" as prepared for Robert Berke. Public water lines and all connections must meet specifications and/or rules and regulations of the local water department. Each septic system shall be located within the prescribed boundaries of each individual lot. All septic systems shall be located as most distant as possible from the wetlands within each lot. The developer shall have recorded on the deed that variances from Title 5, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, or the Town of Barnstable Health Regulations whichever is more stringent, will not be granted on any lot in this subdivision. A percolation test must be made on each lot at leaching site, before a Disposal Works Construction Permit will be issued. Maximum groundwater elevations must be determined by using data available from the United States Geological Survey - Probable High Groundwater Levels on Cape Cod, Mass. Each proposed septic system must conform strictly to 310 CMR 15.00, the State Environmental Code, Title 5, and Town of Barnstable Rules and Regulations. Any lawn area created must be covered by at least four (4) inches of loam. All tree stumps, brush and building debris removed when clearing lots or roads must be disposed of at a licensed solid waste disposal facility. Chipping brush and tree stumps is an acceptable alternative. Burial on site is prohibited. The applicant must receive an Order of Conditions from the Conservation Commission, if applicable. This is located within a groundwater protection district. No more than three bedrooms are authorized on each lot. All existing foundations shall be removed. Y Prior to Board of Health approval of each building permit, the sewage system and water supply must conform to 310 CMR 15.00, the State Environmental Code, Title 5, or Town Health Regulations, whichever is more stringent. It is recommended that each sewage disposal leaching facility shall be located the furthest distance from fresh water on each lot to reduce eutrophication caused by phosphorous and other nutrients. The United States Environmental Protection Agency's National Eutrophication Survey states that 0.25 lbs. per year of total phosphorous enters wetlands from every person served by onsite septic systems within 300 feet wetlands (US EPA 1983). Very truly yours, usan G. Ra R.S. Chairman Ralp I Mur y, M.D. her Kaufman, M.S.P.H. BOARD OF HEALTH TOWN OF BARNSTABLE SGR/bcs Copy: Robert Berke Town Clerk Paul A. Merithew, RPYS Health Department V Centerville/Osterville/MMills Fire District Conservation Commission • TOWN OF BARNSTABLE PLANNING BOARD 230 SOUTH STREET Hyannis, MA 02601. Tel# 790-6287 Fax # 790-6288 uA FORM •-w DATE• December 4, 1997 . TO: FIRE DISTRICT e WATER DISTRICT i CONSERVATION COMMISSION✓ COMMONWEALTH ELECTRIC BOARD OF BEALTH PROM: BARNSTABLE PLANNING BOARD OFFICE RE: 764 Robert Berke " MYSTIC.MEADOWS" PLAN ENTITLED: Marstons Mills • PLAN DATED;December 2, 1997 PLAN LOCATION: Off Race Lane Pr" ENGINEER: Yankee Survey DD EC 5 1997 . 83 . . PARLML: 4 & .18 ; ACREAGE: 7.44: ONING: ..RF K Ms'3ER OF LOTS: 6 M ITTED: Decmber 3. 1997 , .P� .INARY DEFINITIVE PEN. SPACE -The ab a captioned subdivision plan ha8 been subms, to the Planasaig .Board. A public hearing or action has been scheduled. for �._Pn}bpr 15, 1997 Please forward any recommendations or comments to the Planning Board office before- this. date. Steve' Shuman, Chairman AMRS'TONS AlILLS � APPROVAL IS REQUIRED UNDER `� AIRPORT THE BARNSTA.BLE' SUBDI VISION -� aAp� amp CONTROL LAW - T I CERTIFY THAT NOTICE OF APPROVAL OF THIS f' ' ` '"ems r LOC;'L'�S PLANNING BOARD MEMBER DATE PLAN BY THE FIARNSTABLE PLANNING BOARD HAS CB r LITTLE ' BEEN RECEIVED AND RECORDED AT THIS OFFICE, o AND NO APPEAL WAS RECEIVED IN THE TWENTY I POND f DA SUBSEQ UENT TO SUCH RECEIPT AND RECORDING- ' f L C 31305A 4 A.M 84 PAR, 2CO BARKST�4iBIL•E TV1�t� C.LERh" DA� � go p�� ,r' 4ILLIA.rkr' H. DANFaRT,�I o � MISTIC OF LAKE ,- ;., _ �� �. LOCUS' MAP I CERTIF3' THAT THIS" PLAN HAS BEEN PREPARED �,; IN CONFORMITY WITH THE RULES AND REGULATIONS r OF THE REGISTRY OF DEEDS OF THE COMMONWEALTH J �� ¢ APPROVAL OF THIS PLAN SUBJECT TO OF MA S'SACHI�SETT.� ����. ��� �� PLAY REF' 315,/1 COMPLIANCE WITH CO VEIVANT TO BE �� Ls> DEED REEF ?5491319 & 254.9,/329 RECORDED HEREWITH. DA TE' REs. ZONE „RF„ FALL A. AlFRITHEW RPLS N, = FLOOD ZONE' „C'" 1 ti ' , ° f 0 VERLA Y DISTRICT "GP" ASSESSORS MAP 83 LOT 4 ° 18 MINIMUM YARD SE1'BAC KS� ! `�a FRONTS SIDE' REAR 15' 15" CB. _ti LOT �'3 ..AREA=28,627t S�F �µ ` SHAPE PAL""TOR=20.8 t+ OPEN SPACE DENSITY REQUIREMEET. BE� IMARI ALO WABLE LOTS = 85X X 7. 44 — 6. 3� cart l TOP OF CONCRETE ROUMD ` LOT 4 r ,,ELE V 117 2(A FSUA(ED) PROPOSED LOTS = 6 • aI r" AREA=,28,098.E S. F \ REQUIRED OPEN SPACE. , . SHAPE" FACTOR=17,2 � ©� 8 i 307 X 7 44f ACRES ry= 2:23Y ACRES' PROPOSED OPEN SPACE 2 81 t ACRES :`� r ✓ E� rYE 'c B �' f O SPACE SUBDIVISION � _ -v � �� � Q ,,, PEN SPA t�BDIV ' ;, � .�.� � 1ti2 LAND USE SUMMARY -. `� FIRE HYDRANT . r � v' NATURAL f titi° LOT OPEN AREA SPACE ART ACRES ACRES ■ CONCRETE BOUND �`�' o CONCRETE EO tjND (to be set,) ,- ,' 4 � �-cr , � �-' ROAD AREA = 734- ACRES p. • 4' „ TOTAL LAND AREA = 7 44� ACRES GUY POLE STA TE L 27. 4t7' ' `� ` SIGHT DISTANCES. R=30.001 '/` p 7 15f LEFT & 1,041 f RIGHT 6�� LOT f ,r i BENCHMARK AREA=28,439� S�' - TOP OF CONCRETE BOUND ELE'V 100.W(ASS(WE'D) /gp - -S CT R=15.9 r ti HAP'E' FA D — �00 1 4 . ` l R=30.coo' y f _ LOT !./ ..- f` ` AREA=28,1 68f SF SHAPE FACTOR=19. /7 � •z �t c e 6 / f SOT �J DEFINI VT TAB t r , AREA=28,Sa1.t S.F' SHAPE FAC R=16. 7 _ r OF `r 1 r HDIVISION #7 0 d� 74 41"Av f , S }� 173.54 U DAr,� L0CA TE'.D IN. REMAW ' MARST- 0AIS DENSE WOODS '�� ' 5 y' �� i f � f _,I LL S AIA o- , Y E1 s APPLICANT- OPEN t j3 �, 2fF AREA 122,265E S.F rAIZWBERK-1-`7 ,w t 12 �za �taR �,, PACE h ,' L AREA=28,043_:f S. F. SHAPE' FACTOR= PRESENT a , E, .NT 0 WYER, 1 A M 83 PAR 55 A NORMAYHORDy A WILLIAM . ZABIET�I a.) - :.c .,;"',`y,. _...., • .. 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COB THE BARNSTABLE' SUBDI VISI011j AIRPORT I CONTROL LAW \�,�.�� � o I CERTIFY THAT NOTICE OF APPROVAL OF THIS , �, o LOCUS PLANNING BOARD MEMBER DATE PLAN BY THE BARNSTABLE PLANNING BOARD HAS / C.B v w III li BEEN RECEIVED AND RECORDED AT THIS OFFICE, ,,' ,,' LITTLE - AND NO APPEAL WAS RECEIVED IN THE TWENTY POND �o 1 DAYS SUBSEQUENT TO SUCH RECEIPT AND RECORDING. j Q II L C. 31305A 4' 5 A.M. 84 PAR 2C0 w � - ��� , WILLJAM H. DANF AR STAORTH w 0 • MYSTIC � LAB' i I CERTIFY THAT THIS PLAN HAS BEEN PREPARED .,, LOCUS MAP IN CONFORMITY WITH THE RULES AND REGULATIONS `H �,. i \ OF THE REGISTRY OF DEEDS OF THE COMMONWEALTH I APPROVAL OF THIS PLAN SUBJECT TO OF MASSAC US TTS. PAUL a� PLAN REF. 31511 COMPLIANCE WITH COVENANT TO BE S N �' DEED REF. 2549 319 & 2549 329 DATE �� RECORDED HEREWITH. _ _ C�___ -- - " ` l,titi ------ No.32 /�, - � �' RES. ZONE ,�RI,,, , I PAUL A. MERITHEW, RPLS '�crsr� i c, G, ,> o FLOOD ZONE. C OVERLAY DISTRICT. "GP ro ASSESSORS MAP 83 LOT 4 & 18 MINIMUM YARD SETBACKS FRONT SIDE REAR d , 30 15 15 ' � I cB LOT 3 , AREA-28,627�- S.F. cn ,- '� SHAPE FACTOR=20.B OPEN SPACE DENSITY REQUIREMENT, N ' aY' �� \ ALOWABLE LOTS = 857. X 744 = 6.32 cbt � LOT 4 � PROPOSED LOTS = 6 AREA=28,098- - S.F .'� C.B REQUIRED OPEN SPACE. �, `. s SHAPE FACTOR=1,'7.,� Q ' ,� , .o -� / 309 X 7 44f ACRES = 0.23_± ACRES \ PROPOSED OPEN SPACE — 2. 78_± ACRES `Y ��G �� , \ ��s j'=6p ALOWABLE BEDROOMS = 744 — . 73 1 1 0 . �• i 40,000 X 3 BEDROOMS = 21.9 BEDROOMS I ,' C B � � r i� � \\ PROPOSED BEDROOMS = 21. •� y �\ cv �,� \\ o LEGEND. , � , \� �.N (SUBJECT TO B. O.H. APPROVAL) Tel OPEN SPACE SUBDIVISION ■ CONCRETE BOUND (existing) l LAND USE SUMMARY o CONCRETE BOUND to be set 62 ?� CUL—DE—SAC OPEN SPACE AREA 2. 78f ACRES FUTURE EASEMENT AREA .03E ACRES —L-27 40 MUImATION 0� ► 2 LOT AREA = 3.90-- ACRES I R=30.00 REAWIi 5 0 ROAD AREA O ! 0 4 � — . 73�- ACRES TOTAL LAND AREA = 7.44E ACRES y" 6 5 •< LOT � ,:, 2 o 1 1 SIGHT DISTANCES. ARE.'A-28,439E S.F. `�o _ ED , - C OR- ,�� R SHAPE FAT 15.9 r ti 715.t : LEFT & 1,041�' RIGHT •1 1g 98 L-27.40 Pr 'I, r ri rti R 30.00 , 4 III 0 lk ti LOT 5 tir , 0 � A I � REA 28 8�- ,.�' ,16 S.F. ' Y SHAPE FACTOR=19. 7 •ti ' $, C.B. , r i LOT DEFINITI VE PLAN" AREA--,c 8,501�• Sr r SHAPE 'FACTOR-16. 7 �, -,.. I , � , OF r ? 4 �w 1, 4 VISION � N851441 UBDI � 1,312.t S.F. r-' ,,�� �r,�yi 4 ;' 173.5 ' RESERVED FOR r 4 / I posslgLE .FUTURE , r LOCATED IN. � �. I ,. / ri FOUNDATION , I EASEMENT t ' I q p, REMAINS ' OPEN ' :! 00 / r p. MA RSTONS MILL' MA II _ AREA 120,953�- S.F. r ,� r' � � 1 ,• ' � r' o ; SPACES. 1 APPLICANT '50 E L=72.36' sue. YE 62 - • 5 _ 3 _ ti o 5 '65 �9 � �R 30.00 C.BLOT 6R 0 BER T BERKE 0 �33 � AREA=28,043f- S.F. SHAPE FACTOR=19.8 h/ v 9�j pE �l DRAINAGE -' PRESENT- 0 WNERS. EASEMENT �, A.M. 83 PAR. 5 , 6 NORMAN HORD A. M. 83 PAR. 4 L=23p38, ti; i 00 � , f rr AMLIAm & ELIZABETH r GEORGE GENEVIEVE PERRY A. M. 83 PAR. 18 , MARCH 9, 1998 L ,59 L-42.91,E `53' �R=30.00 rL=54.21 , GRAPHIC SCALE 000- R=30.00 g0 Bo. ,� I 0 20 � ao rso O ail 49 .Y AY L` 3� OPEN �9 coU P ! 1 d' SPACE �y Ug � 5 I � n < II I ( IN FEET ) 1 inch = 40 ft. 3 �N I I I6� YANKEE SURVEY CONSULTANTS I I • UNIT 1, 40 INDUSTRY ROAD I _. c.B. (BROKEN) P. O. B011 265 C.B. MARSTONS MILLS MASS. 02648 ; ' TEL 428- 0055 FAX 420-5553 I ; II � i ��Ili I III N 4 T� : -r o W N W A T c- �2 A YA I L,.A B L E_ J 51438D GM liI I I i I f I I I' ' ; r - I i f I , F i t E 4 : I 1 1 ! 1 y I t � t 1 I I , m I 1 I , � H1OH POINT�Z&'V 110.93 I O j .y filCH POINT SETA'r 5+94.92 � i ' I 'd• t I I I 1 1 I PVI STA 6+00 Q a PVI ELE I? 111.68 AD. 5.09 00 }2� 4 I yi t i N ! ,� m i h O N j h , 04 r i � ; � � m ; �✓ ww I W � y � ! j E � 110.__________-.--�___.___.__._ .r_____.�_._—___.___—__ _ ..� ___. _..__ _ _ _ t` ILO , ——— ! i y LOW POINT&XV= 9773 y j { f LOP'POINT S�A — 0f52.39 I PVI STA — 1+00 ' j ,�=- LOT 3 a c I PVI Bzs 96.75 t ! I STA•.3�+20.19 ELE•Y LOB.70 I 'I AD •-5.06 f t x— i 9.64 I 200 VC I � INSTALL 1 , 6DAXI 6 i LEACH PIT W 22 X 22 X 6 DEEP ,� LOT 4 BED OF 3/4 WASHED STONE i SEE DRAINAGE pp P 1 O 0 32 CALCULATIONS FOR DETAILS' 10 ; it 4 , 110 I- 64 loo : / I i I t i I t t o , r I 1 1 V o szz 6k i 0 a s110�3 P cs► °a 0+ ' DATUM 15'Ld'V j 95.00 z`z` a h o,q '�: • h_m h'.. g nr;ao �rl h;� �, RIM ELEV.—108.45 . ht. ho �;A� moo .r" ) d _ - o o!� o,m o g o 0 0 0 0;� �o �:o �o -•o $a $;$ o:c� o S—.015 i t 8 DIA t h ' PIPE 0+00 1+00 ,p+00 3+00 4+00:. 5+00 8+00 7+COO /o � � LOT 2 � I � ni h t. ca C • x h •` h / '`�' ✓m 'ram a LOT 5 .O tK 4� Si b O • t� Qt �' O �O of ..; Rl _ ^,, / � 'I I I / 'OT i LEGEND. o - i I L , I 15� t241 � EXISTING CENTERLINE OF ROAD 00 % N , / PROPOSED CENTERLINE OF ROAD k I / j l 1 LOT I 1 / n 5 �� ✓�02.3 r� Ili � �✓ i �O `jc✓10p 48 Cal DRAINAGE � I / O oa ; (��l EASEMENT �' M OPEN '�r ✓ LOT 6 S UBDI VISION #`y64 - --� SPACE' 4 • DEFINITIVF PLAN .GOAD P-ROFILE LOCATED AT. ,'�i /� ✓✓ ' �?, BUBBLER i0"DIA. /! / ✓ ✓ ✓ PROPOSED. LINKS' LANE PIPE 8.0, INSTALL (3 6 DIA X 8 1l r 1 VI ARAJ TONS MILLS IL./LS 1 V1 A. LEACH P� ii/24' X 48' X B' DEEP �° �,✓ BED OF 3/4" WASHED STONE 14'y' J (SEE DRAINAGE CALCULATIONS FOR DETAILS) ���lq Pf // k PREPARED FOR. ( 1 f pjS m H. S=.015 R O BER T BERKE RIM ELEV.=97.50' / 0"DIA PIPE i / OPEN MARCH 9, 1998 SPACE' HORIZONTAL SCALE. 1 =30 GUY » , �� f� VERTICAL SCALE. 1 =3 /� —:,POLE w / o o © g YANKE'E SURVEY CONSULTANTS I CERTIFY THAT THIS SURVEY AND PLAN WERE MADE' CIOU boo w w w UNIT 1 4 0 INDUSTRY ROAD IN ACCORDANCE' WITH THE PROCEDURAL AND TECHNICAL c �� 4Lr .Yw. GUY ! w •CT POLL STANDARDS FOR THE PRACTICE OF LAND SURVEYING IN �.^ Lj P. D. BOX �C 65 _ -mow. ` ��w. �w T THE COMMONWEALTH OF MASSACHUSE'TTS. �N w w MARS I � TDNS MILLS, MASS. . 0,2648 w w PAU4 w a A. ,� -.w.. TE'L. 428 0055 FAX 420 5553 III V UL A. MERITHEW R L. S. DAT ft szose ,w I PA , I �g ST m... . J 51438 GM I : hi , I I 7- - j SHEE T STORAII WATER ..PLAN , OF , p SUBDIVISION #764 , A. M. 84 PAR 2C0 LOCA TED IN: M AJ- ,SyT0 NS MILLS MA. J APPLICANT ROBERT B , / 1 MARCH 9, 1998 , ti GRAPHIC SCALE ti 40 0 20 40 80 160 / ,/ ( IN FEET /' .LOT 3 / 1 inch - 40 - ft. BENCHMARK J,/f ,e'' / / 1 TOP OF CONCRETE" BOUND ELEV=117.2(ASSUMED) LOT 4 ► C.B 08 110.13 , ♦♦ 1p 0Ile . PLAN REF 31511 /' ,/ / ► ` ' :` : o- / . DEED REF. 2549 319 & 2549 329 RES. ZONE. RF / , 1 . FLOOD ZONE / \ , O VERLA Y DISTRICT. GP ` ASSESSORS ,S J�,I ) MAP B3 LOT 4 & IB MINIMUM YARD SETBACKS- BENCHMARK- FRONT SIDE REAR t / r I TOP OF CONCRETE' BOUND ,e r / LOT � � pa \ , � , I >t /1 ZE II 30 15 15 ELEV-100.0/ASSUMED � I' � /r' \ r / - 1 rr rJ( / ' \, : 1 / THY / '' r i- � ♦ � „ DRAINAGE WATERSHED r `a A r �y r . ---- _ -- A1 .A 27,013E S.F. , , / ALO WABLE BEDROOMS 7.44 — . 73 /, T n ♦`00 / / Oil / , / 8. / �.! . r / B p r r \/ t / / 40,000 X 3 BEDROOMS = 21.9 BEDROOMS ` LOT 5 - PROPOSED BEDROOMS — 21. (SUBJECT TO B.O.H. APPROVAL) I �/ J/ C.B. / t •� , f SIGHT DISTANCES.- / / LOT 1 , /' t i 715- LEFT & 1,041E RIGHT - i/ 4. NOTE. FOUNDATION REMAINS ON PROPOSED � O /✓ � ► LOTS' TO BE REMOVED f r / 1 , I 1,312 SF RESERVED 1R7B \ l• POSSIBLE MURE : EASEMENT ZONE I - \ \ \ I , r�r �, ' DRAINAGE ;WATERSHED LE'GEND. -- DENSE \ WOODS / ,- �� -l AREA = 93 764f• SF y I I J 00.2 \ FIRE HYDRANT GUY POLE OPE1V10, o, • I ,-0 1 - SPA Ct I Il p� , �f Y1� s, � T� A$ r,r � //^�� i / L. O� I r, Y x/' Y �L'r LOTco V JJ /r— sJ / �j A. M. 83 PAR of r q _ 00 OPEN f' .41 I UA.p, h _ SPACE Y UC / 41 1'D400, .\` J , I ,, ` ,.:`'�.. ;IOC •. � ''`. � ,. YANKEE SURVEY _ � o Y CONSULTANTS UNIT 1 40 INDUSTRY ROAD P. 0. .BOX 265 C.B. ,. MA.RSTONS MILLS M . ASS. 02648 TEL. 4 -,28 0055 FAX 420-5553 II I III III I' II I I J' S1438C � GM II , I I I 1 . ) L 25 L 25 L 25 l 25 L R ; 25 R 1+50 25 R 0+50 2+50 25 L 3+50 25 R DATUM ELEV = 90.00 DATUM ELEV = 90.00 DATUM ELEV = 95 00 DATUM ELEV = 100.00 : 100 C� .. �' r m o Cr) 00 cD O p 25,L ! 25!L 25,L , 0+33.80 25 R 1+33.80 25 R 2+33.80 25 R 251 3+00 25 R I II I = 90.00 DATUM ELEV = 95.00 DATUM ELEV DATUM ELEV - 90.00 DATUM ELEV = 95.00 I, 00 O r7p ' Ot� mN • �rC6 ; oa, om 00 00 I II i I 25 25 L L i 25 L 25 R 25 R 0+00 1+00 2+00 25R 251 2+98.80 25R it I , I II i I I I I I' �L _ DATUM ELEV _ 90.00 DATUM ELEV 95.00 DATUM ELEV - 90.00 DATUM ELEV - 95.DO , III cc I 'I I I IL : 00 cnI-, met m .- OdC6 M (6 � o r � mCY, om 00 00 II �I I ' I I ', III II TYPICAL ROAD CROSS SECTION W/DRAINA G.�' SUBDIVISION �6 4 II �rT TT D1' 1 N1 Tl V PLAN � DSS - SECTl oN I CERTIFY THAT THIS SURVEY AND PLAN WERE MADE S IN ACCORDANCE WITH THE PROCEDURAL AND TECHNICAL I� 9 OF STA. 0�- 0 TO STA. �3* 50 STANDARDS FOR THE PRACTICE OF LAND SURVEYING IN THE COMMONWEALTH OF MASSACHUSETTS. LOCATED AT. G �u c . I TYPE I-1 BIT. CONC. a PA UL A. MERITHEW, R L S. AT MINOR & SECONDARY = 2"BINDER, 1"TOP j LMAJOR = 2 1 2"BINDER 1 "TOPPROPO,SED. LI V KS A NE � ALTERNATE FOR 12 PROCESSED GRAVEL OR FI ., j R OP A ,� D � No. " SIDEWALKS. 6 DENSE GRADED STONE 1 WIDE T SL 1 Vl A L STDNSMILLS A. BIT. CONC. C� x EE '0�s�srFa GRASS S WALE CAPE COD BERM PREPARED FOR. 1 (TYPICAL) SLOPE 1 4 F ,, L� - .�• _ _ 6 TYPICAL. o _ --- - I MIN. 2.5 OF NONFROST - LEACH ROBERT BERKE SUSCEPTABLE MATERIAL - - - -- - _ PIT '., Jl ) , ) AK ' SURVEY coNSULT�NTS 12 PIPE 0.59 BURIED ELEC., TEL & CABLE 4 6 4 MARCH 9, 1998 SEED � —�— � �"�' 1� II , UNIT. o 0 0 _ 4 D INDUSTRY h'OA D O 12 PIPE t O MASS. STANDARD CATCH BASINS ::::: 000 ..:.. . j � � W 6 0000 WA GAS 6 DIA. 6 DEPTH. .::: ::•:::�:••:,:•. ::::.:.:::: • = P. O. BOX HORIZONTAL SCALE. 1 20 265 5000 VERT C 5 18 :: I AL SCALE' 1 20 OOOO . . . MA "'TONS MILLS.MINOR. A STREET ..: MASS. 0��45 USABLE USABLE ... 000 .. ... ......... GRAPHIC CA S O U R SHOULDER HI SCALE H LDE (TRAVELED WAY ....:.. :..:... o,0 © 0 ...... .•....... � _ T.EL. 4,28 OD55 FAX 4�0 5553 20 10 0 20 ao so I 5 0 L , , 34 TO112 I RIGHT OF WAY ,� L WASHED S ONE T I I, { IN FEET inc 20 I 1 h fin i II J� 51438 GM 1 _ I I r I I i ti G I I i L - , f : r 25 L 25 L 25 L 251W,I I 25 R , �25 R 7+00 1 6 OQ II 4 6 59 25 L , I 25 R I _ DATUM ELEV = 105.00 ELEV 05.00 DAT UM E 1 i IIL DATUM ELEV 1 D0.00 DATUM ELE V = 100,00 II I , , I d- N �t N 00 O O — .— O O I , I i - 1 _ - : - - f Ili - 25 L 25 L ' 25 R 2 25 R 5L 2 R 5+50 6+77 45 25 L 4+5Q 4+OQ 25 R I , Il I I I I I 'Il II - DATUM ELEV = 1 05.00 _ . _ 0 �. DAT UM ELEV - 100.00 U ELEV 10 .DD , DAT UM M I _ DATUM E V 100.00 ; 11 II , l I t1 N I _ r- N N .. I Cn 00 a0 - 00 O O , O O I t I I ' v lI L i s ,..,..E I , r I I I I I , I I r I I l l l !I I i i , 25 L 25 L 25 R I 5L 25 R , 2 6+ 0 25 R 5 25 L 25 R +20.19 5+00 I 3 98 g 4 Il I , !� I I I . ; i I I A= 2 L I ARE 3 . 33 i I 'l II I DATUM ! 105.0 0 A M ELEV i _ DATUM ELEV 100.00 DATUM ELEV 100. 0 DATUM ELEV 10000 I 00 I II x , , I L o� Ln 0 I _ rn h cfl c� r � L - rn I oo h rn r- I I 0 .o I O O o I I II , ' „ I I I I I I , I , I L I SURDIVISION � _7_" L LI , I DEFINITIVE PLAN cIOLoSS SECTIONS N I, ��- 9880 To' STA ��-18. 85OF . STA, , I LOCATED AT. I INKS' LANEI - D. L P.1-�DP O�� A M1v1A RS' TON,S'' MILLS PREPARED E A FOR.R P R ' 'I �Ro_L_J T BERKE YANKEE SU/? VEyI CONSUL TA TSMARCH 9 1998 JNDTTqrl"'l7' yR0ADU NI 4T 1 0 I :I H ORIZdNTAL SCALE 1 20 PO. BOX 65 LI III ' MA110— VERTICAL SCALE. 120 'TON� IILLS MASS. Ob48 ICERTIFY THAT THIS SURVEY AND PLAN WERE MADE I IAND.:..TECHNICAL GRAPHIC SCALE PROCEDURAL x H PROCEDU ACCORDANCE WITH E LI IN ACCORD T TEL. 428 0055 FAX 420 . 5553 D SURVE NG IN OF LAN YI PRACTICE TEPA T E o STANDARDS FOR H R 8 STAN A ,� I �o 0 o S CHUSETTB OF MA SA HE =)AMONATALTH T H 0 PAUL y I , IN FEET P.L.S. D T ITHE W ..U A ER PAL M : , �w _ a z_ t� : No. 320�6 1 ..inch f . .... .. . . . I i J` 51438 GM s , . : i