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HomeMy WebLinkAbout0000 WHEELER ROAD - Health �7�s" � �� - - - - ���� r, R TOWN OF BARNSTABLE OFtHETO OFFICE OK DAHa7TM : BOARD OF HEALTH mass. A vo +679. �� 367 MAIN STREET �0 MAY k" HYANNIS,MASS.02601 March 10, 1998 Steve Shuman RE: Preliminary subdivision plan of land in Marstons Mills Chairman, Planning Board Petitioner: Leo Burns Barnstable Town Hall Assessor's Map 82, Pcl 8 Hyannis, Ma 02601 Engineer: Baxter Nye, inc. Date: February 19, 1998 Dear Mr. Shuman: The Board of Health has reviewed the preliminary subdivision plan in Marstons Mills, and makes the following recommendations: Each septic system shall be located within the prescribed boundaries of each individual lot. i The developer must submit a copy of a master plan to the Board showing the locations of the proposed and existing wells, and septic systems throughout the subdivision prior to issuance of any building permits. Building permits will not be approved by the Board of Health on individual lots until the well is installed and certification submitted as to the bacteriological and mineral content of the water by a State"Approved Laboratory. The water must meet all of the standards established by the Safe Drinking Act of 1974, revised 1986 and all the standards of the Board of Health's Private Well Regulation effective June 1, 1989. The developer shall have recorded on the deed that no variances from Title 5, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, and the Town of Barnstable Health Regulations will be granted on any lot in this subdivision. A percolation test must be made on each lot, at each leaching site, before a Disposal Works Construction Permit will be issued. Maximum ground water elevations must be determined by using data available from the United States Geological .Survey - Probable High Ground Water 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. . 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. I 4 The Board of Health recommends that all drainage be contained on site at each lot. Proposed private water supply wells shall be constructed at least 100 feet from the railroad right-of-way due to herbicide spraying. The developer' shall have recorded on the deed that underground fuel and chemical storage tanks cannot be installed or maintained on property within this subdivision. 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, and Town Health Regulations. 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. s , R.S. man Ralph A,main y, .D. Sumner Kaufman, M.S.P.H. BOARD OF HEALTH TOWN OF BARNSTABLE SGR/bcs cc: Leo Burns Town Clerk Health Department Centerville/Osterville/Marstons Mills Fire District Conservation Commission Baxter Si Nye, Inc. - TOWN OF BARNSTABLE PLANNING BOARD �.r 230 SOUTH STREET Hyannis, MA 02601 Tel# 790-6287 Fax # 790-6288 REFER M FORM DATE• • Feb 23., 1998 TO: FIRE DISTRICT • WATER DISTRICT CONSERVATION COMMISSION COMMONWEALTH ELECTRIC BOARD OF• HEALTH ENGINEERING FROM: BARNSTAMA PLANNING BOARD OFFICE RE: SUBDIVISION � 765 Leo Burns PLAN ENTI�1'LP_D: Marstons Mills PLAN DATED: Feb 19, 1998 PLAN LOCATION- Wheeler Road PLAN ENGINEER• • Baxter & •Nye Inc. 82 ARCEL• g CREAGE: 3.78 • ONING: RF 1 IMER OF LOTS 2 DATE S UBMtTTran Feb 20, 1998 lRELI�+lINARY DEFINITIVE OPEN SPACE The above captioned subdivision plan has been Submitted to the PlanningBoard' A ublic hearing or action has been scheduled. for March 9, 19� 8 Please forward any ...recommendations or comments before. this. date. to the Planning Hoard office Steve' Shuman, Chairman LA / rw.2 Pwo Lei MAP. , .. :I 7 DOE TZF AP MAP ea'm 8.::. . ..' ........... __ N MIN A7rA- 43,54,0 5F' .... .... Mi4. Faaa'AX-l6c Pr :./�IySTIC L AV—E .. aTsa Coru rr Foot-) . 77.— — .. �t .. 1 i ' , , wA _. qo L Fx ' � �� �,Ss dam. Toro►. �'- F t A s`....'�-� ...--.\ l` A ...... _ .. t 2'.18Aa.vp,nl�a 1 : ? .s 'w p 6 � / o j B¢ i .. .� nr �� •�'j �78DIVIsIorJ �'1GS .. 1. ?zst.un .err(:.. ... IN I (7. q N I'��tF �.A � 4 S A8 laD IN LE�MM,,;4s MASS.. In • . ... . Fes.l°L,l41B Pdrre�4 rt{s I� Qateex> owkm,. PEeL se sw,T f Ttzusr ¢�ISTi asn LAda suevek = OSTy¢VItL6 Mb. �.nw jassN 5. TAW6usso,17zus1EE gL gd23 Pb.I�G 2•i9.08 TOWN OF- BARNSTABLE SUBDIVISION RULES AND REGULATIONS FORM C APPLICATION FOR APPROVAL OF A DEFINITIVE PLAN t Date: AAA11 Subdivision # : To the Planning Board in the Town of Barnstable: MAY 3 The undersigned authorized applidant(s) or owners) f all the 1�98 land shown on the accompanying Definitive Subdivisi plan located and described as follows: Plan Title: 'D1e7RWrnv5 PL-" Biz- L"o i �,o�tnl� ( Muir ► y�4�5 R2 LED + Qc'L—w, �1.L' c�L� } l� ►� ��.1Gr Plan Date: a�04L S9 Assessor's Map and Parcel Number(s) : Area. A-3;5/zP Number of Lots: 'Z- Zoning: 1ZF-JXP Drawn By: Baxter & Nye, Inc. Address: 812 Main Street Os Phone: 8-9131 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 land is derived as follows*. Ni Pam. s�'LE►J►T`1 � 'fi" 30 JAI► a6 . PLEASE COMPLETE THE FOLLOWING 1. Access to the development is proposed from the following street(s) : 2. ° Have any of the proposed access roads been designated as Scenic Roads? yes x no If yes, which one(s) ? 3 . The development will be served by: ' Town Water Supply X Private Wells Town Sewers 5_ On-Site Sewage Disposal Systems Package Sewage Treatment Facility 4 . Is any part of the development within the following Zoning Groundwater Protection Overlay Districts? GP zone yes no WP zone yes x no 5 Are there: a. Any wetlands or inland water bodies on thiseage site? total X yes b. Wetlands or inland waterbodies within 200 feet of the perimeter of .the subdivision? yes no 6. Is any of the site within the FEMA 100 year flood plain? yes no 100 - 500 year flood plain? yes x no 100 year Velocity Zone? yes )4, no 7.. Is the subdivision in an Historic District? yes X no 8. In a District of Critical Planning Concern asdesignated by the Cape Cod Commission yes i 9. In a Location within a Critical Habitat as designated by the APCC 1990 publication "Cape Cod Critical Habitats Atlas" yes >I- no To the best of my knowledge the information submitted herewith is complete and accurate. Sig ture of Owne Address Telephone X Si nature ofqOwner Address . . Telephone Signature of Address 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 Boa-rd of Health: Date: Time: Signature: TOWN OF BARNSTABLE �FTHEtO OFFICE OF 'DA"STM i BOARD OF HEALTH NABS. a, - °oe,t639• �� 367 MAIN STREET HYANNIS, MASS.02601 March 10, 1998 Steve Shuman RE: Preliminary subdivision plan of land in Marstons Mills Chairman, Planning Board Petitioner: Leo Burns Barnstable Town Hall Assessor's Map 82, Pcl 8 Hyannis, Ma 02601 Engineer: Baxter Nye, inc. Date: February 19, 1998 Dear Mr. Shuman: The Board of Health has reviewed the preliminary subdivision plan in Marstons Mills, and makes the following recommendations: Each septic system shall be located within the prescribed boundaries of each individual lot. The developer must submit a copy of a master plan to the Board showing the locations of the proposed and existing wells, and septic systems throughout the subdivision prior to issuance of any building permits. Building permits will not be approved by the Board of Health on individual lots until the well is installed and certification submitted as to the bacteriological and mineral content of the water by a State Approved Laboratory. The water must meet all of the standards established by the Safe Drinking Act of 1974, revised 1986 and all the standards of the Board of Health's Private Well Regulation effective June 1, 1989. The developer shall have recorded on the deed that no variances from Title 5, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, and the Town of Barnstable Health Regulations will be granted on any lot in this subdivision. A percolation test must be made on each lot, at each leaching site, before a Disposal Works Construction Permit will be issued. Maximum ground water elevations must be determined by using data available from the United States Geological Survey - Probable High Ground Water 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. 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. The Board of Health recommends that all drainage be contained on site at each lot. Proposed private water supply wells shall be constructed at least 100 feet from the railroad right-of-way due to herbicide spraying. The developer' shall have recorded on the deed that underground fuel and chemical storage tanks cannot be installed or maintained on property within this subdivision. 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, and Town Health Regulations. 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. s , R.S. man Ralph A.main y, D. Sumner Kaufman, M.S.P.H. BOARD OF HEALTH TOWN OF BARNSTABLE SGR/bcs cc: Leo Burns Town Clerk Health Department / Centerville/Osterville/Marstons Mills Fire District Conservation Commission Baxter & Nye, Inc. 13 ti TOWCL RK '. L JEti �` r � :t i,� . rTA STABLESUBDIVISION :RULES, ANFORM L8 ,' ? w i •i' !v. I. ` � I v PLICATION FOR TENTATIVE Y PLAN APpROVAI', OF PRELIHINAR Date: i' Subdivision a Planning Board in the.- Town of Barnstable: b To th ' II applicant(s) or owner(s) of all the The undersigned authorized Preliminary Subdivision plan.: ` land shown -on the 'accompanying located and 'described as follows: LIM, dF I A4D iN $A1?4 TA8L_E US Plah Title: Q2��ni►�N'6rz • Plan Dates s Iz Iq�1g i M nd Parcel Number(s) : 'gyp'.. Area: , 43 Sao ' ' Number='of Lots: Zoning: 2 Assessor s ap Drawn By: Address: 12 A-M ST t flfl Phone: 131 I r - � i ' hereby submits �such' plan as `a Preliminary Subdivision plan in accordance with the Rules and Regulations of the Barnstable n Board."' r ri. .. g ; ,, . I . � Planning under ned''s''title to 'said eland, is derived as follows:+ The and g 'p oo� qd 2' •P�• I GCr PLEASE COMPLETE -THE FOLLOWING .: ` 1.... Access to thej development is.' rAvposed from the following f , street(s) Have an of the proposed access1roads been designated as 2. H y yes K no Scenic Roads?. If yes, which. .one(s) ? �r s� 1 M 3. The development will be served by: . Town 'Water Supplyli s.. ';� is :.t 3 . . . .. r i. Private Wells .Town Sewers ' rion:�1� ... ' t., t _ ..... . ..... �'''r .. .. ... . On-Site Sewage Disposal Systems Package Sewage Treatment Facility c, within the ,following•� f .:F . 4. Is any part of the development Groundwater Protection Overlay Districts of the.:Zoning . Ordinance? ono WP _;yes':- ; '�C '+:no. i GP e ' :yes x i, — s �• 5 Ar there ��'• ...:..��:�._... . :.. .. .;_ . -. __..�._._..._.---y�,- -:�.a• ';:�;�..' ;: . . • . r' a. Any wetlands or• inland water bodies on this site? �( yes _ no `0�2S Aewo approximate area. . b. Wetland inland waterbodies within 200 feet of the • ' ... Perimeter?_.._.......__._:..... _. I'• / e.!j . :,1� �::v¢1 .. '::.t },I;....a.3 i7 : .✓ .�� '•t/r vV '��rf .I M•..". Z.I1 year flood plain? 6 Is any of the site within the FEMA 100 100 - 500.;year floociyplain? yes' ' 100 year Velocity Zone? t { Yes no 7. Is the subdivision in' a Historic District? yes _ 'no 8. Is the subdivision in a District of Critical Planning Concern as designated by the Cape Cod Commission? 9. Is the subdivisiontlocated- in .an'Areafof Critical =► '' Environmental-Concern? yes no _ :... . 10. is the subdivisionr.located in a Critical Habitat as designated by the 1990 A.PCC publication "Cape Cod Critical Habitats" yes yC 'no:� 11. will the subdivision conform to all the requirements of the ' Subdivision" Rules and Regulations? "'; �.4. .. '`��'.' yes x no If "no", attach a-Iist of:.waivers required ;1�r.,;t• ,.i."i jl�'^j�fft�X.!. .1/,. �ii:y -F4i;."!iI-`1' ,•j x ,� To the best of my knowledge the information submitted herewith is �j completer!and accurate ti� ' ;+3:(:!?� .1 r `.• 4 ::;4.�.,.' !1i1. ;"�'•ir ;;`, a F:1• i ... , ._i•:i • .�I:. -.�'.: IiC. ..i::•18-;,�i1'!'', '1:;.gi'1:!IC}'i'' P^ 1 ;I Telephone Signature - of--Owner.. Address-4 Signature Owner Address�l.• ! Telephone Signature- of Address c�� _ �,..�. _ Telephone 1 Authorized Applicant :. 3 1cw ;t t.A.a n n F:r : =.:ca f'� *r:. 1.ti ---•.c.�•t_.- _: Applicant's Authorization: Received b Town Clerk: Recei y a "�1313: ..,i. '. =i:Y '�. irl.' .' ++ib,,,r. ..rn•i.,k ��1 'f fiK� �!:. .. Time• Fee** Date: i Signature: • _ ...:.... �ll:.y: L:.i. twCt.}. Y.. :�•,;,�5f.._{1�!! �1)+ IPlease make check payable to the .Town-of Barns td e:p .....:' ` Received'•by''Board''•of Health• =_=•�-' ' .i. f :i.•i ,� uh�! f':i1 •i'r•.5 ' ,V�'� }•1 ,1,(�•,..11:I ,•',`L• �.{;W ,.r..!':i { Time: Date. _• Signature: •I � �.. .�tP; -�} `•';1. . •,+ y:. :j,�,.,�1•.- � ,.•.�i :�r.'i+1:.?i ;.1.}' f 'tS.r., -rir'i�1'J.i_+�:1••�fa� 'iff� � r ... •..�. �.'..-:v. ,i• !'. .f A.3!'1 �.J�I.� !1 :`i• �f!.i`•t:,f t .j5>..fx[:fit. t hi �.:.• i....,,.�..4 `'t. f "r,. ~. :^ >^ :i. �.a.-.kft,�.i;-':�;rd ;r[eh•[CR f`7'' ' :7A'.f� a.�'' ... i h, ►. ..'.. ;i� ;'t. . •iC}i•''f'• 1�I''' .r" .;-"� ,.,'• !•J��=�'�'f't:"'"i'').- i'i'.':i":*l�..C�i�:2� ". i t�� ' t 7 Y F_ AUTHORIZATION We LEO BURNS and ROSEMARY BURNS, hereby authorize ALBERT J. SCHULZ, ESQ. and/or BAXTER,NYE &HOLMGREN, INC. to represent us before all agencies or boards in connection with Subdivision Plan 765 for real estate at 235 Wheeler Road, Marstons Mills, Massachusetts (Town of Barnstable Assessor's Map 82, Parcel 8). We further authorize the use of"Burns Lane" for the street shown on the above mentioned subdivision plan. Leo Burns i. Rosemary Bu s COMMONWEALTH OF MASSACHUSETTS j Barnstable, ss June f , 2001 Then personally appeared the above named Leo Burns and Rosemary Bums, and acknowledged the foregoing act to be their free act and deed, before me- � c M issa G. MacLeod--Not.:ay b is My commission expires: MELIssA G._ ron Notary Public Commonwealth of Mow- chpsetts My Commiss*on aepiies December'23,20D5 3 - ..A; l 9. . In a Location within a Critical Habitat as designated by the APCC 1990 publication "Cape Cod Critical Habitats Atlas yes % no To the best of my knowledge the information submitted herewith is complete and accurate. �� 235 Wheeler Rd. , Marstons Mills; MA (SQ8)420-3600 Signa ure of ner Address Telephone Wheeler Rd. Mars.tons Mills,. MA (508)420=3600 S1 ature .o Owner Address Telephone i Signa ure of Address utho ized Applicant Telephone CC-it)a)- 2i7 -ci 13 Applicant's Authorization: jD Av 14 2�0dQ �ZAi1o�,� Received . by Town Clerk: Date: Time: . Fee i Signature j Please make check payabie � to the Town 'of Barnstable . Received by Board ,of- Health: Date: Time: Signature: � - ICI T. TOWN OF BARNSTABLE 'SUBDIVISION RULES AND REGULATIONS FORM C APPLICATION FOR APPROVAL OF A DEFINITIVE PLAN Date : June 11, 2001 Subdivision #: 765 To the Planning Board in the Town of Barnstable: The undersigned authorized applicant(s) or owner(s) of all the land shown on the accompanying Definitive Subdivision plan located and described as follows: I Pl an Title: "Subdivision #765, Subdivision of Land in Barnstable - Marstons Mills -- Mass. , For Leo & Rosemary Burns, Scale: 1" = 30' , June 11, 2001." Plan Date: June 11, 2001 Assessor's Map and Parcel Number(s) : Map 82 Parcel 8 Zoning: RF Area. 43,560* Number of Lots: 2 Drawn By: Baxter. Nye & HolmQren, Inc. Address: —812 Main Street Osterville, MA 02655 Phone: _ (508)428-9131 hereby submits such plan as, a Definitive Subdivision plan in accordance with the Rules and Regulations of the Barnstable �{{ Planning Board. I The undersigned's title to said land is derived as follows: . I Deed Book 12148 Page 169 l I . PLEASE COMPLETE THE FOLLOWING 1. Access to the development is proposed from the following street(s) : Wheeler Road 2. Have any of the proposed access roads been designated as Scenic Roads? yes g no If yes, which one(s) ? N/A *November 20, 2000 filing date of Preliminary Plan I , I 3. The development will be served by: Town Water Supply X Private Wells Town Sewers X On-Site Sewage Disposal Systems Package Sewage Treatment Facility 4 . Is any part of the development within the following Zoning Groundwater Protection Overlay Districts? GP zone X yes no WP zone yes X no 10/26/2000 - Town of Barnstable Zoning Map 5. Are there: a. Any wetlands or inland water bodies on this site? X_ yes 0.34AC total acreage. no b. Wetlands or inland waterbodies within 200 feet of the perimeter of the subdivision? X yes no 6. Is any of the site within the FEMA 100 year flood plain? yes —�_ no 100 - 500 year flood plain? yes X no 100 year Velocity Zone? yes X no 7 .. Is the subdivision .in an. Historic District? yes X, no 8. In. a District of Critical Planning Concern as designated by. the Cape Cod Commission yes X no I ALBEIT J. SCHULZ 2G818boh.ltr ATTORNEY AT LAW WILLIAM CHARLES PLACE 7 PARKER ROAD OSTERVILLE, MASSACHUSETTS 02655-2034 TELEPHONE(508)428-0950 FACSIMILE(508)420-1536 April 13, 2001 Town of Barnstable Health Division 4P 367 Main Street ro 1 007 Hyannis, MA 02601 yFgc&q� tioF TTq�<F Re: Leo Burns Subdivision Plan No. 765 Dear Sir/Madam: Enclosed please find 2 copies of the preliminary subdivision plan in connection with the above captioned matter. This matter is scheduled for hearing before the Planning Board on Monday, April 23, 2001, at 7:00 P.M. If you have any questions, please feel free to call me. Sinc^ely, Albert J. Sa z AJS/mm Enclosures ALBERT J. SCHULZ ATTORNEY AT LAW WILLIAM CHARLES PLACE 7 PARKER ROAD OSTERVILLE, MASSACHUSETTS 02655-2034 TELEPHONE(508)428-0950 FACSIMILE(508)420-1536 April 23, 2001 Town of Barnstable Health Division 367 Main Street Hyannis, MA 02601 Attn: Martha Re: Leo and Rosemary Burns Subdivision No. 765 Dear Martha: I enclose herewith copy of Form B in connection with the above captioned matter. This form is dated November 20, 2000 and was filed with your office on November 20, 2000 (see time stamp on copy). Also enclosed is a copy of the deed. i If you have any questions, please call me. Sincerely, Albert J. ulz AJS/mm Enclosure ALBEIT J. SCHULZ ATTORNEY AT LAW WILLIAM CHARLES PLACE 7 PARKER ROAD OSTERVILLE, MASSACHUSETTS 02655-2034 TELEPHONE(508)428-0950 FACSIMILE(508)420-1536 April 23, 2001 Tcwn of Barnstable Health Division 367 Main Street Hyannis, MA 02601 Atm: Martha Re: Leo and Rosemary Burns Subdivision No. 765 Dear Martha: I enclose herewith copy of Form B in connection with the above captioned matter. This form is dated November 20, 2000 and was filed with your office on November 20, j 2000 (see time stamp on copy). Also enclosed is a copy of the deed. I If you have any questions, please call me. Sincerely, Albert J. ulz AJS/mm - Enclosure TOWN OF BARNSTA.BLE SUBDIVISION RULES AND REGULATIONS 1 FORM B n/0I 2 ti APPLICATION FOR TENTATIVE APPROVAL OF PRELIMINARY PLAN O Date: November 20, 2000 Subdivision # : 765 To the Planning Board in the Town of Barnstable: The undersigned authorized applicant(s) or owner(s) of all the land shown on the accompanying Preliminary Subdivision plan located and described as follows: Plan Title: Preliminary Subdivision Plan of Land in Barnstable (MarstEons Mills) Mass for Leo Burris, 1"=50' , February 19, 1998, revised March 10, 199 Plan Date: February .19, 1998, rev. March 10, 1998 w Assessor's Map and Parcel Number(s) : Map 82 Parcel 8 Zoning: RF/AP Area: 43,560 Number of Lots: 2 Drawn By: Baxter and Nye, Inc. Address: 812 Main Street, Osterville, MA 02655 i Phone: (508)428-9131 hereby submits such plan as a Preliminary Subdivision plan in I accordance with the Rules and Regulations of the Barnstable Planning Board. The undersigned's title to said land is derived as follows: I Book 12148 Page 169 11 PLEASE COMPLETE THE FOLLOWING I 1.. Access -to the development is proposed from the following 1 street(s) : Wheeler Road I 2. Have any of the proposed access roads been designated as Scenic Roads? yes x no If yes, which one(s) ? I i 3 . The development will be served by: Town Water Supply x_ Private Wells Town Sewers. x On-Site Sewage Disposal Systems Package Sewage Treatment Facility 4 . Is any part of the development within the following Zoning Groundwater Protection Overlay Districts? GP zone yes x no WP zone yes x no 5 . Are there: a. Any wetlands or inland water bodies on this site? x yes .. .25 acres total acreage no b. Wetlands or inland waterbodies within 200 feet of the perimeter of the. subdivision? x yes no 6. Is any of the site within the FEMA 100 year flood plain? yes x no 160 - 500 year flood plain? yes _x no 100 year Velocity Zone? yes x no T. Is the subdivision in an Historic District? yes 21 no B. In a -District of Critical Planning Concern as designated by the. Cape Cod Commission yes x no 9. . In a Location within a Critical Habitat as designated by the APCC 1990 publication "Cape Cod Critical Habitats Atlas" yes x no To the best of my knowledge the information submitted herewith is complete and accurate. 235 Wheeler Road, Marstons Mills (508)420-3600 Signs f,re of Owner Address Telephone 5 Wheeler Road, Marstons Mills (508)420-3600 SIVIe o er Address Telephone 7'Parker Road Osterville, MA (508)428-0950 Signature f Address Telephone Authorize 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: ALBEET J. SCHULZ 20818boh.ltr ATTORNEY AT LAW i WILLIAM CHARLES PLACE 7 PARKER ROAD OSTERVILLE, MASSACHUSETTS 02655-2034 �.a• TELEPHONE(508)428-0950 "- FACSIMILE(508)420-1536 April 13, 2001 Town of Barnstable ., Health Division qP 367 Main Street rowN R.1 7? Hyannis,MA 02601 yFgCTyo NSr Op7 Re: Leo Burns �pT q Subdivision Plan No. 765 Dear Sir/Madam: Enclosed please find 2 copies of the preliminary subdivision plan in connection with the above captioned matter. This matter is scheduled for hearing before the Planning Board on Monday, April 23, 2001,'at 7:00 P.M. If you have an questions, please feel free to call me. Y any Sinc ely, AJ. z AJS/mm Enclosures i 1 1 TOWN OF BARNSTABLE SUBDIVISION RULES AND REGULATIONS �. FORM . B A.101, 2 s APPLICATION FOR TENTATIVE APPROVAL OF PRELIMINARY PLAN �4�r Date: November 20, 2000 Subdivision # : 765 To the - Planning Board in the Town of Barnstable: The undersigned authorized applicant(s) or owner(s) of all the land shown on the accompanying Preliminary Subdivision plan located and described as follows: Plan Title: Preliminary Subdivision Plan of Land in Barnstable (Marstohs Mills) 1 Mass for Leo Burns, 1"=50' , February 19, 1998, revised March 10, 199 ' Plan Date: February .19, 1998, rev. March 10, 1998 il { Assessor's Map and Parcel Number(s) : Map 82 Parcel 8 Zoning: RF/AP Area: 43,560 Number of Lots: 2 Drawn By: Baxter and Nye, Inc. Address: 812 Main Street, 0stervillee, MA 02655 Phone: (508)428-9131 hereby submits such plan as a Preliminary Subdivision plan in accordance with the Rules and Regulations of the Barnstable Planning Board. The undersigned's title to said land is derived as follows: I Book 12148 Page 169 PLEASE COMPLETE THE FOLLOWING 1. Access -to the development is proposed from the following street(s) : Wheeler Road 2. Have any of the proposed access roads been designated as Scenic Roads? yes x no 1 If yes, which one(s) ? i 3 . The development will be served by: Town Water Supply x_ Private Wells Town Sewers x On-Site Sewage Disposal Systems Package Sewage Treatment Facility 4 . Is any part of the development within the following Zoning Groundwater Protection Overlay Districts? GP zone yes x no WP zone yes x no 5. Are there: a. Any wetlands or inland water bodies on this site? x yes 25 acres total . acreage no b. Wetlands or inland waterbodies within 200 feet of the .perimeter of the. subdivision? x yes no 6. Is any of the site within the FEMA 100 year flood plain? yes x no 100 - 500 year flood plain? yes x no 100 year Velocity Zone? yes x no 7. Is the subdivision in an Historic District? yes ex no B. In a -District of Critical Planning Concern as designated by the Cape Cod Conmission yes x no 9. In a Location within a Critical Habitat as designated by the APCC 1990 publication "Cape Cod Critical Habitats Atlas yes x no To the best of my knowledge the information submitted herewith is complete and accurate. 235 Wheeler Road, Marstons Mills (508)420-3600 Sign re of Owner Address Telephone ge) 5 Wheeler Road, Marstons Mills (508)420-3600 S t e o er Address Telephone 7'Parker Road Osterville, MA (508)428-0950 Signature 0 Address Telephone Authorize 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: Transmittal Letter To: Thomas A. McKean Director of Public Health Town of Barnstable From: Baxter, Nye & Holmgren, Inc. John Ellis, PLS Subject: Subdivision #765 (Preliminary) —Leo & Rosemary Burns, Wheeler Road, Marstons Mills, MA., Proposed Well— Septic Sitings for Lot D - 1 Date: April 24, 2001 Project No: 2001-027 We are sending you ®Attached ❑Under Separate Cover The following documents: ED For review and comment ❑Specifications ❑Estimates ❑Shop Drawings DATE COPIES DESCRIPTION April 11,2001 4 Proposed well/septic locations LotD- 1 These items are transmitted as checked below: ® For your use ❑as requested ❑Returned with corrections ❑ For review and estimate ❑for approval ❑for distribution copy: Attorney Schulz(transmittal only) • Page 1 Baxter,Nye&Holmgren Inc. Phone: 508-428-9131 x15 812 Main Street Fax: 508-428-3750 Osterville,Ma.02655 E-Mail:jellis@jkholmgren.com . i NO\/i� quoa3AFITABLE SUBDIVISION RULES AND REGULATIONS FORM B APPL_�'�-fON FOR TENTATIVE APPROVAL OF PRELIMINARY PLAN Date: November 20, 2000 c:a Subdivision # : .765 n To the Planning Board in the Town of Barnstable: The undersigned authorized applicant(s) or owners) of all the land shown on the accompanying Preliminary Subdivision plan ' located and described as follows: Plan Title: Preliminary Subdivision Plan of Land in Barnstable (Marstons Mills) 1 Mass for Leo Burns, 1"=501 , February 19, 1998, revised March 10, 199 ' Plan Date: February .19, . 1998, rev. March 10, 1998 Assessor's Map and Parcel Numbers) : Map 82 Parcel 8 Zoning: RF/AP Area: 43,560 Number of Lots: 2 i. Drawn By: Baxter and Nye, Inc. Address : 812 Main Street, Osterville, MA 02655 Phone: (508)428-9131 hereby submits such plan as a Preliminary Subdivision plan in accordance with the Rules and Regulations of the Barnstable Planning Board. The undersigned's title to said land is derived as follows: Book 12148 Paee 169 PLEASE COMPLETE THE FOLLOWING 1. Access -to the development is proposed from the following street(s) : Wheeler Road 2. Have any of the proposed access roads been designated as Scenic Roads? yes X no if yes, which one(s) ? I . i �i 3 . The development will be served by: Town Water Supply x Private Wells Town Sewers x On-Site Sewage Disposal Systems Package Sewage Treatment Facility 4 . is any part of the development within n the following Zoni.^.g . Groundwater Protection Overlay Districts? GP zone yes x no WP zone yes x no 5 . Are there: a. Any wetlands or inland water bodies on this site? x yes . .25 acres total acreage no b. Wetlands or inland waterbodies within 200 feet of the perimeter of the. subdivision? x yes no 6 Is any of the site within the FEMA 100 year flood plain? yes x no 100 - 500 year flood plain? . yes x no 100 year Velocity Zone? yes x no T. Is the subdivision in an Historic District? 1 yes _x no 1 6. In a -District of Critical Planning Concern as designated by � ! the Cape Cod Commission yes _� no 9. In a Location within a Critical. Habitat as designated by the APCC 1990 publication "Cape Cod Critical Habitats Atlas" yes x no To the best of my knowledge the information submitted herewith is complete and accurate. 235 Wheeler Road, Marstons Mills (508)420-3600 SiqKakdre of Owner Address Telep hon - e 2 235 Wheeler Road, Marstons Mills (508)420-3600 i e Owner&1!7 dress gna r Telephone Parker Road Osterville, MA (508)428-0950 Signa ure of Address 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: BM 12 146 PG 169 c'D6 1 '-9 I, JOSEPH S. TANGUSSO, Trustee of The PERL Serenity Trust, under Declaration of Trust dated October 28, 1994, recorded with Barnstable County Registry of Deeds, Book 9423, Page 159, of 15 Court Square, Boston, Suffolk County, Massachusetts, in consideration of One ($1.00) Dollar grant to LEO BURNS and ROSEMARY BURNS, husband and wife as tenants by the entirety, both of 235 Wheeler Road, Barnstable(Marstons Mills), Barnstable County, Massachusetts, with quitciaim covenants the-land together with all buildings and improvements thereon, and more particularly bounded and described as follows: That certain tract of land, together with all buildings and improvements thereon, located in Barnstable (Marstons Mills), Barnstable County, Massachusetts shown on plan entitled 'Plan of Marstons Mills, Barnstable" dated January 23, 1953, drawn by T_ H. Stegmaier, C.E., and filed with Barnstable County Plans in Plan Book 109, Page 69, said lot being shown as Lot D, and bounded and described as follows: SOUTHERLY By a private way a distance of two hundred one and 85/100 (201.85) feet; EASTERLY By Lot B-2, four hundred fifty-six(456) feet more or less; NORTHERLY By the waters of North Cotuit Pond; and WESTERLY By land now or formerly of Bell, four hundred forty (440) feel more or less. "n Said land is conveyed together with an appurtenant easement of way over the forty (40) foot OP d private way running to and from Race Lane,as shown on said plan; said right of way to be used with others now or hereafter similarly entitled and to be used for the usual purposes of travel and r U with the additional right to install, maintain and replace utilities thereon and therein; and with the N ; further appurtenance of the pole line running over the land now of Barnard on the northerly side of said way, subject, however, to the limitations of such use as set forth in deed to Barnard, recorded N with Barnstable County Deeds, Book 839, Page 161. d � Being the same premises described in a deed from Diane B. Cyr to the Grantor dated October 28, A. z 1994 and recorded with said Deeds in Book 9423, Page 166. b o Executed as a sealed instrument this 3o� day of 1.99$ N u� o � C� to VJ s h S. Tangusso,�ustee of T PERL SerenityTst - 4 COMMONWEALTH OF MASSACHUSETTS Suffolk, ss. �JfAn�.c,ry , 1992 Then personally appeared the above-named Joseph S. Tangusso, Trustee, and acknowledged the foregoing instrument to be his free act and deed, before me, Notafy Public My Commission Expires: I J ._l ♦1 I 13E: 12 148 Po 1 7U -'3s 19 CERTIFICATE OF TRUSTEE The undersigned, Joseph S. Tangusso, Trustee of The PERL Serenity Trust u/d/t dated October 26, 1994, and recorded with Barnstable Registry of Deeds in Book 9423, Page 159, do hereby certify as follows: 1. That I am the sole Trustee of said Trust; 2. That the Trust is in full force and effect and has not been altered, amended ov terminated in any manner; 3. That I have been. authorized and directed by the holders of one hundred (100%) percent of the beneficial interest of said Trust to do the following; a. To execute a deed of conveyance to Leo Burns and Rosemary Bums, in consideration of$1.00 for the property situated at 235 Wheeler Road, Marstons Mills, MA. b. To execute=and deliver such other documents and instruments as necessary in order to consummate the foregoing. IN WITNESS WHEREOF, I do set my hand and seal this;oday o tN, 1999 -'-1l Jostp S. Tangusso, tee as aforesaid and not indiA ually COMMONWEALTH OF MASSACHUSETTS Suffolk, ss. 13AnU-r,Af1.1 3C4 1999 Then. personally.appeared the above-named Joseph S. Tangusso, Trustee as Aforesaid and acknowledged the foregoing instrument to be his free-act and deed, before me, ANotaPublic My Commission Expires: T z" 9ARN STABLE REMTRy OF DEEDS TOWN OF BARNSTABLE CF?H E Taw OFFICE OF 13aaa9TASL i BOARD OF H E A LT H .� NAM °o 039. ��� 367 MAIN STREET a MaY k HYANNIS, MASS.02601 LJCI:CI IIUCI 71 , GUVV Raymond Lang RE: Preliminary plan of land in Marstons Mills .Chairman, Planning Board Partitioner: Leo Burns Barnstable Town Hall Assessor's Map: 82, Parcel 8 Hyannis, MA 02601 Engineer: Baxter & Nye, Inc. Date: Feb. 19, 1998, Revised March 10, 1998 Dear Mr. Lang: The Board of Health has reviewed this preliminary subdivision plan in Marstons Mills, and makes the following recommendations: Each septic system shall be located within the prescribed boundaries of each individual lot. The developer must submit a copy of a master plan to the Board showing the locations of the proposed wells and septic systems throughout the subdivision prior to issuance of any building permits. Building permits will not be approved by the Board of Health on individual lots ` until the well is installed and certification submitted as to the bacteriological and mineral content of the water by a State Approved Laboratory. The water must meet all of the standards established by the Safe Drinking Act 1974, revised 1986 and- all the standards of the Board of Health's Private Well Regulation effective June 1, 1989. The developer shall have recorded on the deed that no variances from Title 5, minimum Requirements for the Subsurface Disposal of Sanitary Sewage, and the Town of Barnstable Health Regulations will' be granted on any lot this subdivision. A percolation test must be made on each lot, at each leaching site, before a Disposal Works Construction Permit will be issued. Maximum groundwater elevations must be determined. by using data available from the Unite 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. 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. T1-_ �,z_1:__,_1 ImIuSt _-ter .� I I IC d�.J�.Jlll,dl ll I I IUJL I CI,CIVG CHU III UCI UI I�UI IUIUIJI IJ HUM Li lC 1iU11JCI VdLIU11 Commission, if applicable. The Board of Health recommends that all drainage be contained on site at each lot. 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, and Town Health Regulations. Sincerely yours, usa , R k, Chairman ner Kaufman', MSPH Board of Health Town of Barnstable SGR/bcs Copy: Leo Burns Baxter & Nye, Inc. Town Clerk / Health Department✓ Cent/Ost/MM Fire District Conservation Commission I I i I LEGEND ABBREVIATIONS GENERAL NOTES EMT PROP EMT PROP ODNRAL L=50.00 '--�`--, 1�1`1. -12"D PROP PROPOSED 1. THE EXISTING CONDITIONS SHOWN ON THESE PLANS WERE OBTAINED BY AN ON THE PROPERTY LINE - DRAINAGE LINE I PROJECT LIMIT LINE - OD- OVERFLOW DRAIN MIN MINIMUM GROUND FIELD SURVEY BY BAXTER, NYE & HOLMGREN'INC., OSTERVILLE, MASSACHUSETTS. -' MAX MAXIMUM RIGHT-OF-WAY/PROPERTY LINE -� -8RD ROOF DRAIN 2. ALL PROPOSED WALKWAYS WILL BE `HANDICAPPED ACCESSIBLE. ALL PROPOSED SLOPES RET RETAIN ON WALKWAYS TO BE LESS THAN 5%.' . EASEMENT 1 "::'- t2"S- SEWER LINE. I 3. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WIT T REM REMOVE H HE PROPOSED WORK, BUILDING SETBACK ±• OHW&F� OVERHEAD ELECTRIC TELEPHONE & FIRE ALARM THE AT, E LOCATION, 'ELEVATION AND SIZE OF THE UTILITY SHALL BE ACCURATELY STATE HIGHWAY BASELINE 6 w- WATER LINE REMOD REMODEL DETERMINED WITHOUT DELAY 'BY`THE 'CONTRACTOR, AND THE"INFORMATION 10+00 10+00 FURNISHED TO THE ENGINEER FOR RESOLUTION OF THE 'CONFLICT. -o-- -o-- -$"FP- AB AN ABANDON BASELINE ` '- FIRE PROTECTION LINE i ADJ ADJUST CONSTRUCTION LAYOUT - '< -G GAS LINE 4. THE CONTRACTOR SHALL MAKEA ARRANGEMENTS ALL RA CEMENTS FOR THE ALTERATION AND T EXIST EXISTING ADJUSTMENT OF GAS ELECTRIC TELEPHONE AND ANY Al- DCE- _ OTHER PRIVATE UTILITIES ZONING LINE UNDERGROUND ELECTRIC R&R REMOVE AND RESET BY THE UTILITY GOMPANIES> TOWN LINE -TEL TELEPHONE LINE RREMOVE&S ;AND TACK S 5. EXISTING 'UTILITY POLES WILL B -R E RELOCATED B Y 'OTHERS WITH COORDINATION OF LOCAL UTILITY COMPANY.,.�- FA- R L C O Y. i STATE LINE FI E ALARM _: . FDN FOUNDATION ' . ._ FIRE &`POLICE CABLE TREES AIN -SHRUBS WITHIN THE 6. EES D S UBS LIMITS OF GRADING SHALL BE REMOVED AND RESET ONLY I ELEV ELEVATION APPROVAL THE N IN GRAVEL ROAD CABLE TV ELE 0 -'UPON A PRO AL:OF E E G EER OR OWNERS REPRESENTATIVE. EOP BOS BOTTOM OF SLOPE EDGE OF PAVEMENT 7. AREAS .OUTSIDE THE LIMITS OF PROPOSED WO I H WORK DISTURBED ED B Y THE 6: BC ` T P F- P CB OS TO 0 SLOPE CONTRACTORS OPERATIONS SHALL BE RESTORED BY THE CONTRACTOR TO THEIR® ■ T , BITUMINOUS CURB CATCH BASIN R CONDITION A ORIGINAL NAL C0 DI ON T THE CONTRACTOR'S ,.: CCB G I N H EXPENSE. `CAPE COD BERM willDCB DOUBLE CATCH BASIN � E SLOPED GRANITE EDGING p CC __4G VERTICAL C R ICAL GRANITE R_: E G E CURB 8. THE 'TERM PROPOSED (PROP.)-M ANS W WORK T , PRECAST CDNC. CURB �+� ' �� DRAIN INLET E 0 O B E CONSTRUCTED USING NEW ,..;• MATERIALS -0R W P -L HERE APPLICABLE,AB LE RE USING EXISTING '-MATERIALS t , . VGC GC GRANITE CURB , IDENTIFIED •D MHDRAIN` VERT. GRAN. CURB O MANHOLE i :AS "REMOVE AND RESET". R&R SGC ; G GRANITE EDGING SLOPED GRAN. CURB _ TRENCH DRAIN TD WEN NEW IN PCC CONCRETE CURB 9. JOINTS BET WEEN E W BITUMINOUS OUS CONCRETE, ROADWAY PAVEMENT AND SAWC UT T PLUG STUB LIMIT OF CURB TYPE EXISTING ,PAVEMENT SHALL' E SEALED WITH BIT M N AND B AC KSANDED. _ BITUMINOUS r;' FES BB BERM AW ► � FLARED END SECTION S CUT MATCttLlE BC BITUMINOUS CU R B 1 H LOCATION 0 THE LOC A ON OF EXISTING UNDERGROUNDR BEE BHT t OF 80 MATCHUNE �/ �/ HEADWALL A E SHOWN IN AN APPROXIMATE WAY ONLY AN HAVE N _ L D E NOT BEEN INDEPENDENTLY VERIFIED B Y,-THE OWNER R ' ;., GREASE. TRAP CCB CAPE COD BERM E 0 ITS REPRESENTATIVE THE swl _ M MONOLITHIC E SHALL DETERMINE THE EXACT LOCATION -OF ALL CC MNOTH CONCRETE_ 0 L C CURB UTILITIES SOLID WHIP N CONTROL 51RUCTURL EXISTING U LI ES BEFORE THE START OF ANY WORK. T L L LINE ❑ © 0 HE CONTRACTOR 'AGREES TO svt NIC NOT IN CONTRACT BE FULLY RESPONS IBLE FOR ANY AN ALL M WHICH SOLID YLLLOW LINE , D L DAMAGES C MIGHT `B E OCCASIONED B Y THE CONTRACTOR'S TOR S FAILURE TO LOCATE` THE UTILITIES A E E U L IES EXACTLY.TLY. THE CONTRACTOR BwL MH N S NOT TO SCALE•BROKEN WHITE. LINE O S SEWER MANHOLE SHALL PRESERVE ALL UNDERGROUND H 'N UTILITIES." T E C 0 TRACTOR MUST CALL i T _ _ B rL YP TYPICAL DIG SAFE AT 1 888 DIG SAFE AT LEAST `72 HOURS BEFORE THE TAR BROKEN YELLOW LINE ( ) E E E START OF WCH_ T _ S L APPROX APPROXIMATE RO ATE CONSTRUCTION. O •SOLID WHITE CHANNECIZING LINE WATER MANHOLE 11 A ARE AS EAS DISTURBED ., S BED DURING CONSTRUCTION` SHALL B E REPLACED IN KIND. AWN we E L ,�... srcHL E0. EQUAL O 0 SOLID YELLOW-CHANNECIZING LINE" WATERGATE E AREAS SHALL HAVE A MODIFIEDM LOAM BORROW PLACED AND SEEDED. THE MODIFIED DYL A q ..,, TSV L LANDSCAPE AREA ` LOAM BORROW A DOUBLE YELLOW LINE TAPPING SLEEVE, VALVE, W SHALL HAVE A MINIMUM: DEPTH OF :4 AND SHALL BE PLACED FLUSH WITH T & BOX RISER H HE 'TOP 'OF ADJACENT CURB IN R sL EDGING, BERM,M, OR OTHER SURFACE. ' STOP LINE PRESSURE REDUCER UTLITY 12. H R THE CONTRACTOR R 0 SHALL WATER 'MOW ' ANCT-FERT1 iZE LAW N AREAS UNT IL L SATISFACTORY .GRASSCIT CHANGE IN TYPESIAMESE CONNECTION STANDS AND THE OWNER OR ITS REPRESENTATIVE 1S SATISPIEDT STEEL GUARD RAIL yyp F&G FRAMEA b AND GRATE FIRE HYDRANT W AR AI ;.;WOOD GUARD RAIL wM F FR AME RAM AN D N COVER D ❑ 03. THE CONTRACTOR SHALL B E' RESPONSIBLE FOR VERIFYING � WATER METER IF STOCKADE FENCE FIti THAT THE PROPOSED IMPROVEMENTS SHOWN ON 'TH PLANS 0 NOTCONFLICT WITH ' RCP REINFORCED CONCRETE PIPE E D POST INDICATOR VALVE T VLE PATH V P VITRIFIED 1ED CLA Y PIP E E ANY KNOWEXISTI NG INFO RMATION OR OTHER PROPOSED IIMPROVEMENTS. IF ANY TREE LINE O WELL CONFLICTS ARE DISCOVERED, THE CONTRACTOR MUST NOTIFY THE OWNER OR EN GINEER � T PVC POLYVINYL CHLORIDE PIPE PRIOR INSTALLATION 0 TO OF ANY PORTION OF THE AFFECTED SITE WORK. CHAIN LINK FENCE GG ACCMP ASPHALT COATED CORRUGATED METAL PI PE E O O 14. THE CONTRACTOR T E CON R SHALL PROTECT ALL UNDERGROUND DRAINAGE,--SEWER TAN UTILITY c�ooc�000 0000000 , GAS GATED . .STONE WALL ,,. GM FA FROM ` X IP FACILITIES TI S 0 EXCESSIVE V ' VEHICULAR A 0 0 A METER C CAST IRON PIPE I E E t E H ULAR LOADS DURING CONSTRUCTION. ANY FACILITIES CS DAMAGE ID BY CONSTRUCTION LOADS C S C TION A T AT RETAINING WALL SHALL BE REPAIRED- BY HE CONTRACTOR THE E DIP I N PIP DUCTILE LE.IRO E ` , -- CONTRA TORS EXPENSE. IM C E H ..... .. . . ......... ELECTRIC MA OLE ® HAY BALES HYD HYDRANT 1 �� 15.. ALL EXISTING .SIGNS `WITHIN THE..PROJECT LIMITS SHALL BE RETAINED N T .�; ELECTRIC BOX E ED UNLESS NOTED OTHERWISE CAP CORRUGATED 'ALUMINUM PIPE .` EM i I 4 CO NTOUR ONTOUR 0 El ELECTRIC METER INNVERT E 10 V I VAT N LE 16. ELEVATIONS ARE BASED ON V.D.-1929 _ LIGHT P E N.G. 20 MAJOR CONTOUR L POLE R PWW PAVED E AV D WATER WAY _- _ - FLOOD 'LIGHT 17 UPON AWARD OF CONTRACT CONTRACTOR SHAL L MAKE ALL NECESSARY RY CONSTRUCTION NOTIFICATIONSTS TOP of SLOPE UP UTILITY POLE AND APPLY FOR AND OBTAIN NECESSARY N ALL ESS. RY PERMITS, PAY A ALL FEES AND POST ALL BONDS BS BOT TOM of SLOPE LIGHT POLE E SING L N T TAPPING v VALVE AND .Box ASSOCIATED WITH AM N COORDINATE T I TSV&B T G SLEEVE, SSOC ED SAME, AND COORD TE WITH HE ENGINEER ;AS REQUIRED. ON 0 ',C D CONDUIT C N 18. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOB SITE SAFETY S E SA E Y AND ALL CONSTRUCTION L, BUILDING SWCPP SMOOTH WALLED CORRUGATED POLYETHYLENE PIPE MEANS AND METHODS. O • TELEPHONE MANHOLE E DOWN SPOUT DS D T _ EN BUILDING LDING ENTRaNGE 19. EXISTING SUBSURFACE ROCK IS NOT SHOWN ON THE PLANS. S T SHALL BE THE RE SPONSIBILITY ILITY OF T5 TRAFFIC SIGNAL L0 0 CS CURB STOP FOR WATER LINE MAKE �THE ` T 'MA IP W E 0 E E O N DETERMINATION AS 'TO THE LOCATION LD E LOC ON OF SUBSURFACE ROCK. , J LOADING DOCK:- S SIGNAL'BOX ❑ ❑ I PD ' PERFORATED DRAIN 0 0 .. FAC P PRIOR T ` THE TART. F N R BOLLARD20. R OR 0 E S 0 CO ST UCTION THE CONTRACTOR SHALL' T N SUBMIT A SCHEDULE OF OPERATIONS FIRE ALARM CONTROL PANEL ID ,INTERCEPTOR DRAIN .. THE (OWNER` AN T `REPRESENTATIVE.TO ED I S THE` C ONTRAC TOR HA NOTIFY ,. SHALL AND D .. FB P R PA DUM STE D FIRE ALARM BOX PORa PREVIOUSLY DISTURBED RIVER FRONT AREA COORDINATE WITH THE OWNER, ITS ENGINEER OR REPRESENTATIVE. -tT T SIGN , 7 TRANSFORMER PAD 21. FINAL LAYOUT AND STAKING OF ALL PROPOSED FEATURES AND GRADING SHALL BE a x I DOUBLE SIGN REVIEWED THE FIELD AN APPROVED ,,. PM EV EWEa IN H ELD D BY THE OWNERS .REPRESENTATIVE PRIOR TO ANY • • - PARKING METER O MANHOLE SITE PREPARATION OR CONSTRUCTION. THE CONTRACTOR ,SHALL: NOT ADJUST OR MODIFY -0. UTILITY P THE LAYOUT AND STAKING OF ANY PROPOSED TILT POLE E G 0 OSED .FEATURES UNTIL FINAL APPROVAL FROM THE OWNERS REPRESENTATIVE.� ♦ 0 E E E. tO PARKING COUNT GUY POLE Q P © HAND HOLE ALL UTILITY COMPANIES 'PUBLIC AND PRIVATE M Cto COMPACT PARKING STALLS 0 22. , TE UST..BE NOTIFIED, 0 INCLUDING THOSE IN CONTROL OF UTILITIES NOT-SHOWN ON THIS W PULL BOX heeler Road , IIIIIIIIIII IIIIIIIIIII CROSSWALK PLAN SEE CHAPTER 370" ACTS OF 1963 MASSAC HU`SETTS PRIOR ® SILT FENCE HAYBALE TO DESIGNING,' EXCAVATING BLASTING, INSTALLING - B ACKFILLING 0 GRADING; PAVEMENT RESTORING- OR REPAVING. � •. . � DIVERSION B M WALE ■GONG. PAVEMENT ER /S Barnstable Marstons Mills, Massachusetts AN HAY A CHECK AM D B LE C D 23. B AXTER, _ NYE &HOLMGREN, :.INC. ..ASSUMES NO, RESPONSIBILITY FOR DAMAGES 0 NORMAL PAVEMENT PI POINT-0F_INTERSECTION INCURRED AS A 'RESULT 'OF UTILITIES OMITTED OR INACCURATELY SHOWN. PREPARED FOR •••••••••••• HEAVY DUTY PAVEMENT 0 0 HANDICAP RA MP F'FLARED END SECTION ES � ) =4. Leo & Rosemary B . . THE CONITRACTOR SHALL REMOVE ALL STUMPS, :RUBBISH AND. DEBRIS FROM THE a urns .HANDICAP PARKING : WITH STONE PROTECTION ION PROJECT SITE. STORAG E -0F THESE ITEMS WILL NOT BE PE RMITTED ON THE PROJECT SIT E. THE CONTRACTOR � CTO _SHALL LEAVE THE SITE IN A SAFE,VAN ACCESSIBLE HANDICAP PARKING PD S E, CLEAN, AND LEVEL C. PERIMETER DRAIN TITLE Vow CONDITION A T THE HE COMPLET ION F THE 0 SITE CLEARANCE WORK: CART CORRALWATERWAY� PAVED PWW WITH STONE PROTECTION Legend n d & General No tes Detail no, 25. THE CONTRACTOR SHALL CONFIRM LOCATION AND DEPTH OF EXISTING SEWER LINES ARCH. RC DETAIL L (SEE BEFORE COMMENCING UTIL ITY INSTALLATION. - Sheet no, ARCH: DRAWINGS) JUTE MAT IN SWALE ® , 26. ALL ELEC�TRIC AL TELEPHONE AND MASHPEE FIRED DEPAR TMENT E MENT CONDUITS ARE TO BE B TR I LyA l milt NYEpp T INSTALLED BY THE ELECTRICAL CONTRACT N (aC H LM 27.2t Tc OR. TRENCHING, B ACKFILLING AND C ONG RETE � 0 GREN INC. x>_; x „ _ TOP & BOTTOM ELEVATION ,:. � �� c T R SHALL P.. . 2 . S B AND STREET REPAIR S LL B E PERFORMED B Y THE GENERAL. CONTRACTOR. Registered Professional o gl 0 21.25 T F RIM ELEVA IONS 0 DRAINAGE AND SANITARY Engineers 27. R SEWER MANHOLES ARE APPROXIMATE. and Land Surveyors �, � Y /-�-- SPOT ELEVATION w/LEADER. cti , �- FINAL ELEVATIONS ARE TO BE SET FLUSH U AND CONSISTENT WITH GRADING PLANS. 812 Main Street Ostervlll Q ;, ,: e MA 02655 r, -,x 21 x 25 SPOT ELEVATION ADJUST ALL OTHER RIM ELEVATIONS OF MANHOLES GAS GAT ES,ES, WATER GATES AND . . _ _ - m OTHER UTILITIES TO FINISHED GRADE WITHIN THE LIMITS OF THE SITE WORK. Phone 508 428 9131 Fax /508 428-37 BORING LOCATION � � l � 50 v Ga 0 TEST PIT LOCATION 28. THE CONITRAGTOR SHALL MAKE .ALL ARRANGEMENTS WITH THE APPROPRIATE UTILITY A L COMPANIES FOR POLE U ® ; TEST WELL T� `RELOCATIION, .:AND FOR HE ALTERATION AND ADJUSTMENT OF GAS, ELECTRIC, TELEPHONE FIRE ALARM AND L ■ ■ BENCH MARK ANY OTHERPRIVATE UTILITIES,E AS REQUIRED.'.. m IL AL SWAMP C 9. CONTRACTOR SHALL RESET ALL MONUMENTA 2 THE TION DISTURBED DURING CONSTRUCTION AT NO ADDITIONAL 50 WETLAND SETBACK COST TO THE OWNER. THE CONTRACTOR SHALL PROVIDE A SURVEY B Y A P T N o, LS 0 ENSURE THAT THE SCALE. N.T.S. DATE. 611312001 NUM NTATION IS RESET TO ITS ORIGINAL LO A - � 100 WETLAND SETBACK MO E C TION. , I .. MONUMENTS INCLUDE ;, .BUT ARE NOT LIMITED TO, TOWN BOUNDS, MASSHIGHWAY BOUNDS, PROPERTY LINE MONUMENTS oF �,, 200 WETLAND SETBACK ss t IRON RODS STAKES 'CONCRETE BOUNDS GRANITE '�BOUNDS AND STONE WALLS WITH DRILL HOLES. �� y� � REV. DATE: REMARKS U 100' WETLAND BUFFER coin r /.. JCt-tN K. ~oHOLMGREN -� WETLAND CNIL a NO.308.4 8 J -�--.1 WETLAND FLAGGIST Cm2 5A2 ' , FASS IOMALp���� 100 YEAR FLOOD PLAIN t DRAWING NUMBER 1 c^ii --- - MITIGATION AREA LINO t o ,. 2001 -27 CIVIL PLOT 20 - 271dw � � � � 01 . <, EDGE OF WATER H:_ � g g CD JOB # 2001 027 4 , ,I I < , I ,I i I I j I j 11 I _ T' L _ _ . \ - 1 11.. �.: tl _ 1. , . n C i - , _ \ A. , } nl ., r 1 , J I i_ I I I w 1. \ ) r � 1 ( Ia \ - ,I�r i I , I 1 _ , , I \ I _ II , , r 1 I \ x I L _ _ .: i .. w _ w _ i r < IN , w , __w _ _ _ IN IN � , w I , r , N, \ I I , r _ _ _ I I _ I _ w w \/ w w ww w \ , 1 n I I IN I I T /_ _ r z _ _ \ i w w \ w w I _ I r / i \ rr ,_ _ wIN IN _ / w w V • ♦ / w w _ —_ __ , \ \ \ i w \ a _ \ li / w __ _ i —_ , k.. x w q _ I / T _ NNN IN / I w 1 _ , I _ J _ r _ w w / J _ _ \ r w _ I \ , r // / / \ w ,I 1 I k / / _ I I w �. , r I I , J \ , r w , I I , \ _ I / J V � A i // vr N. 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I 11 ,.w _ \ t 1 _ w `1 1 \ 1 w -_ 1 _ _ wl _ 6 w _ 1 _ \1 \ _1 f'1 1 _ \ \ ---c _ 1 , 1 - ------ -------------- 'IN> t ' ,41 ;. r: I ' 1 _ I 1 \ _ 1 1 _ 1 } _ 1 c ,1 \ \ 4 1 1 , 1 P t \ I \ w O \ C 5 \ 0 w , w \ 1 J \ , O \ c 1 , w w r _ WAY, ' N A TIV E DR IVE VL � R _TL AL _ � ' S LO 1 � < TO N \ ,. A, C , :Q L 0 \ Q 1 \ 1 1` O G \ G 1 O \ 0 0 1 t 0 1 t , - L 0 T D 1 ( 1 Q• I G 1. 1 --mow 1 �- O t� =. t 1 Wheeler 0 - e r� e e Road G 1 I _ h 6 1 L ti .I r l_ 1 / Q• I �G I Bams tablemMarstons Mills, M assach usett I I � C i \ ti r. r . /Cv I , I O \ w / PREPARED FOR 1 I , k> _ - _ _ / _ L Rosemary Bums I _ eo & ose a o R P ,P 0 OSED DRNEWAY r \ \ I ' t 0 \ NNNRELOC AT N OT 4 L 21 I g ti ,,,I�i 41 " 1/ ti \ I ti 1 \ I ' 1 PTLE 2 g Grading I ,\ r ti & Dr a�■ 9 a na a PL n 0 - 1 , , 9 r 1 _rr , I / 1 \ y r J , it . a 1 , . \ BAXTER.� o NYE & HOLMGRE r , N INC. o / Q o I 1 I 1 I .- o a a / / Registered Professional al I _ En a rs an an. . e d Land Surveyors Q 1` / ,1 Y ,1 rr T p I to O 9 _ 8 4 _-- , 12 M� 8 Main Street Osterville MA 2 r 0 655 I 1 / C1 i 0 I r k r _ a x 11 I I I � I + Phone 08 428 131 Fax 42 5 9 ax 508 8 750 I I 3 _ Q I �l 1 , _ 1 . � r \ AGE EXdSTING PAV ! I I , 6 EMEN�f r I r ,, I I I 2 _ 1 I O ; r _ 3 6 \ R Q- A D 30 " 0 0 0 LL- , J I t t / _ rn J / \ \ FEETI 3 I \ SCALE N \ 4 / , I , E \ _r w \ r\ L 1 R, _ DATE. 611312001 SCALE. D E _ 1 30 ' OF 1 _ ,- N : 1 i F R 1 c o .. 1 O y CU 1 G I s.. K. i 1 s - J OH N m I a _ REV. _ eN DATE. REMARKS►- i R c M G I .. 0 L 0 t H ' a _ CIVIL g 1 C I : \ NO . NN N, a 9 0 M ...., / n, DRAWING NUMBER o >I I I H. 20 01 27 CIVIL PLOT 2001 27dm.dw r CU _ 9 I 0 �_ JOB # 200 1 --027 : I \ 1, _ 01 �, .. L 0 T D 1 u d� k L�. I A0 _ Q 1 Q� 4 Z , , r ♦ t \ r 1 , i 0 17 I 4 f 4 I EL a . ,. ,1 L r _ z t I I , F _ \ i ,,t t ,I I � , a , , I Q 0 f_ .. Q \ , i t: 1 f ,\, .. .. •.Q - 1,f.f BEN CHMARK ARK 1 £f EL V z� : 1 E > Q , 0 , , x 0 Y O A � , , T 1 o r , t r , t ti �\ \ ,.. M PA E. T N VE r - I G DGE�?t , O \ PLAN f , R � A D . � T. i i r, r ,. I / , 4 r.F>I , (, l, 40 Y � _ HO R Z. 1 ,, E I AL r _,Lt .f , SC rD 1 4 C t r > _ LE VER T.1 4 r�11 . 4 SC ALEN' , AREA' n t . rE L I Y1....E, . . � ARK r NCH R I 1 r, l _ F, C � n_ A ELE 8 ,r ', AL T; g F. , , L \ \ t. _ , i 1 . I J , i s , , 25.00 VC , n I , r� ; o to 0 O N d 0 co PRO P` tG co PRO POSED E d n o _ `d m _ I-n 16 WIDE 0 ` 0 c� 0 0 0oN a n PROPOSED NaD DRIVEWAY ,,.EWA YWHEELERROA x aa 0od 40 .WIDE 40 WIDE sno , 1 1 ' a u u u m 1 m I= m U U t _ 85 85 , 4 o 1 , . X ee W h e r. Road __ .r X 1 : I I B rnstab e ■ M rs tonsMills,IIs ssach usett , I I I ' W w �n 80 Sp PREPARED FOR O o O < F „W W C91 Rosemary Leo C9 _ Bums zl Z I x x , �a LE FI .. RO - ' I P w _ — w TITLE ' I _ i i I X x _ I I I I w,I w 4 0 r 75 SCALE HORZ. 1 Plan & Profi le e 75 SCALEVERT14r II ' I ` I I ` i .a REN INC. AXTE R NYE_ i I HOLMGB I I Re 1 stered Profes sional ELEV ' � g ATU .r, D o V LE DATUM E .00 0 ?'0 and Land Surveyors Engineers �, oI 70.0 N 2655 rville MA 0;:N � Street, Oste p12 Ln Main f'tl N_ O M 8 M a} O � M < 01 N N n =n r� M M i N i' M 0D 00 d � Ln s'd' M N co 428 3750 NG FaX 5 EXISco coTING 1 1 IX ; � 0 428 9 3 Pho ne 5 8 0 C ENTERU NE fn c +50 1 1+00 0+00 0+50 0+00 +50 0 1 r a M 1 f 04 F i EX ISTING NG" � .- 00 M _ M N c 3 , 14) y n �' .t G _ DO 1 � � 200 ao 00 , . _ DATE. 6 13 ;' K - -o � r,ti 1 4 V J H 40 � T. SID EUNE a0 SCALE. 1 � L 0000 ao ao ao ao I H OL M..�tEN a V iI- . C L CL NO 308.0 q p e REV. DATE.. REMAR KS " (1J a a� O f E s s c I Nlll o 00 t0 l 0 a 1, ' _ d- o cv � to 7 co NIX EXISTING c\ 1N b co o0 , RT. S D EUNE 00 co ' co co co CD - f , a DRAWING NUMBER H : • = — PR.dw . .. :....: . U 001 2 7PL 1 < 27 C IVIL P LOT 2 _ H. 200 9 CV..: .: . ,, O. .: .. . ..JOB 2001 02/ f 0 : NOTES: •' 24" ',• 1. BASE SECTION SHALL BE MONOLITHIC WITH 8' OUTSIDE DIAMETER. 00 NOTES: 2. ALL PRECAST COMPONENTS SHALL BE DESIGNED FOR H-20 LOADING. w Z cn 1.ALL SECTIONS SHALL BE DESIGNED FOR 0 W .... HS-20 LOADING. 3. CONCRETE SHALL BE COMPRESSIVE STRENGTH 4000 PSI, TYPE 11 CEMENT. w z 0 2. PROVIDE V' KNOCKOUTS FOR PIPES WITH 4. FRAMES AND GRATES SHALL BE HEAVY DUTY AND DESIGNED FOR H-20 LOADING. v 2" MAX. CLEARANCE TO OUTSID E OF PIPE. 5. PROVIDE V' KNOCKOUTS FOR PIPES WITH 2* MAX. CLEARANCE TO OUTSIDE OF PIPE. MORTAR ALL 48" DIA CATCH BASIN MORTAR ALL PIPE CONNECTIONS. PIPE CONNECTIONS. ALTERNATE ECCENTRIC CONE 3. JOINT SEALANT BETWEEN PRECAST SECTIONS SECTION SHALL BE PREFORMED BUM RUBBER. 6. STANDARD CATCH BASIN FRAME AND GRATE SHALL MEET MUNICIPAL AND/OR STATE SPECIFICATIONS (STEEL REINFORCED FOR H-20 LOADING) WHEN APPLICABLE. a 4. DRAIN MANHOLE FRAME AND COVER i� 24 2»x 2x 4' WOOD STAKE ..: SHALL BE SET IN FULL MORTAR BED. 7. STANDARD CATCH BASIN FRAME AND GRATE SHALL BE SET IN FULL MORTAR BED. ADJUST TO GRADE ADJUST TO GRADE WITH CLAY BRICK AND OR APPROVED EQUAL WITH CLAY BRICK WHEN GRADE TO TOP OF PRECAST UNIT DISTANCE IS 1'-0 OR LESS 5 COURSES I » MORTAR 2 BRICK COURSES TYPICALLY, .- ( 48 DIA. CATCH BASIN I ( CALL . MAX.). USE SOLID CONCRETE BLOCK WHEN DISTANCE IS`GREATER THAN 1 0 . I I I I 5 'BRICK COURSES MAXIMUM) � � -SILT FENCE 1" BITUMINOUS SURFACE COURSE' i MtRAFI 14oN OR MANHOLE COVER ALTERNATE TOP SLAB » FINtHG APPROVED EQUAL 2 x 2 x 3 WOOD STAKE, ADJUST TO"GRAD FINISH (STEEL REINFORCED FOR H 20 LOADING) 2 BITUMINOUS BINDER COURSE x 3 REINFORCING STEEL GRADE o p o. 12»MIN. SEE NOTE 6 • » » o... o, is-M.. ..,, p. p p o OR APPROVED EQUAL 8 24 8 p p:.o. , 0 OVERLAY ,..:. ...:.. -----i SQUARE oo 0 m e • > / O� o O o o • D° •. Oo o e o O p a o 0 Q� p 12 GRAVEL BASE COURSE O g o a a \ O o O e}/ �. ° SEE o o ,o v, \ o Oo \ / o•.e . `•o o \ NOTE 4 o U c o c _ \ o • \ o o: ° 0 m m O C� m m 0 °o o o o 0 8 a, w p, . p .00 OOp. o O \ o Q o .. - �E o 0 4 8 Z oz o 00 _ f- - e W8 _ 8 � . _o o :. - \ • °e w o e \ KNOCKOUTS F az F 0 m m 0 O m 0 Oc _. �_� Z / O -0 W -9.- A _O O OF- fA ! PROTECTED ," _ ,�,.- _ w to O \ e — \\ • » C) � O o Z o •O 2 WASHED z w N w - COMPACTED SUBGRADE AREA ;. :i:,-i- U Oo 0 m � O ° BGRADE (WETLAND) , WORK e O m m 0 /\ e o o g 'o a STONE FILL v Oz w a zo 4$ DIA CATCH BASIN AREA N / - _ ° • . \_ (40% VOIDS). c� cn o- .,, y \\ o e <oopo SEE NOTE 3 .' o - o . . , . w ° 0 m m E3 d \ ° m m 0 0 \ STANDARD DUTY FLEXIBLE PAVEMENT _ . STAKED BALES o g» a° HOOD OUTLET PRECAST `' - .._ ,. _ ,. DRY WELL / .. . . _ o \\ _ ----- ., / 2 FILTER FABRIC P T rn 0 m m 0 O m E3 m 0 \\ o \� ENVELOPE ce z C7 i FLOW / o' O wow ♦ DIA / a • O O i V) d' .e. ° o o 5 I VARIES o o /\ M v INVERT O o w o 0 m m O O O m m '0 0, SETA INTO -\ ° °�° \\\ y 0 ° / TOP OF �- GROUND / • a °• \\� GROUN / o�•g., /\\ NON—SHRINK Z o Q� 6� O• \ GROUT O j Z f.. II F o _O' \ y EMBEDMENT w � � c» \/. -, o � 12 COMPACTED v> ! .o \. : , \ GRAVEL MIN. \ \ BORROW \ o N (MIN.) / \ / o / U W ' a \\ o \ 00 I I C�pT e \ 0 w COMPACTED 1 (MIN.) 8 MIN. \ d . . . . o w (MIN.) e o o a D' SUBGRADE \\ •g o o e ° 8° ° \/ ! o o Cb °A o TYP. ° d� a Oee / , / e8O • Onr e N e e <� p O 6600e— a 0� I 4 ecfe OO 8 Q�P .. . .. :.:. •. ACCEPTABLE COMPACTED o: •.a.. SUBGRADE AS DETERMINED BY THE ENGINEER Ha bale Barrier N.T.S. LEACHING CATCH BASIN tL B)Y C N.T.S. CATCH .BASIN (CB) :WITH TRAP N.T.S. PAVEMENT SECTIONS N.T.S. [�ET/eIIL ETAIL i i i ; ; ! I I I, ! ; I ! I ! - i 2 CAPE CO D BERMS ON BOTH . I I SIDESF PAVEMENT 0 E ENT i . 12 40 RIGHT OF WAY SURFACE TREATMENT BITUMINOUS 1 TYPE IT »VARIES OP'I ES CONC. PAVEMENT 6 LOAM TOP COURSE) 2 TYPE AND SAND E I BINDER R 6 2 I g 9 BITUMINOUS I SLOPE N VARIES CO NC. PAVEMENT 3 BINDER COURSE » 1. MANHOLE COVER e o ADJUST TO GRADE O O »' M e o 6 LOAM' AND 1/4"/Fr. --�•- C� 4,Y / O .0 01 » 3X MAX S�Op 00 8 o e o ° ° e ° SEED 4 Ff. R , Wheeler Road 00 ° Q.de °.- e e0 ° —�► 9 \ O oo O 0 O o O 0 0 0 o e O p e I 0 8 O o o O e O O e e / GRASS ----`- 0 O O O o O GAS ■ O O O ro o O Q e Barnsta 1 beMar stops Mill e ° ° s ga° � ° oo° a '� - z .. s Mas sachusett o O O O • 00. M 2 C.°: o°b \ ° ° a O e o e o0 0 o Q o 0 00 ° o O • e poO O e o"a e O O O •CO O•o 8 o O C7 O O ° o O e8 ° Q o SLOPE 0.5 a o 0 o c n o 0o s°� ° e ° OO 8°• °° 12 PIPE . / e a °a PREPARED FOR O V t.e o o O 0 o e•o 0 0 0 0 CQ O o a " e \ o o Oo e o 0 O O e O o 0 o O . .O Q O / o o O o0 o O o O ,.• CABLE 6 � Leo & Rosema ry Burns ••. a s o o ® a o � ftx" UTILITIES 5 USABLE ...\ s .•/ / 0a a 00 o � o / .♦ .♦ � ♦/lam//\/�� .� /.� r 'SHOULDER t� .•Q► OTH SIDE ,.v -TITLE I 0 BITUMINOUS COMPACTED CATCH BASIN � a TACK COAT GRAVEL BASE e« ° Details MINIMUM 2-1/2' NON—FRO ST SUSCEPTIBLE ' COMPACTED MATERIAL i ! SUBGRADE LEACHING PIT I BAX o . TER, I�TYE & HOLMGREN INC.o I Registered Professional �, g m Engineers and Land Surveyors . . g� N 812 Main Stree t, Osterville MA 02655LO II Phone 508 4 - : . ( 28 9131 Fax 508 42 I �. ) ( ) 8 3750 h L TYPICAL ROAD CROSS CAPE COD BERM (CCB) N.T.S. SS SECTION 0 N.T.S. 3 ! . , DETAIL_ DE AIL SCALE. N.T.S. . DATE. 611312001 I N - I r F ; 0 0 N t M r 0 � d V d •� 7 Cu . . I c REV. DATE. REMARKS JOHN K. yG� i o M REN ! HOL G ' a CIVIL w 1 a r r .3Q..I, I NO � ,., .._..... is U t� hel 1l ,I / { i DRA I WING NUMBER o I i s — — 0 H. 2001 027 CIVIL P LOT 2001 27 DT 1.dw Cu JOB 2001 -027 o N I _._._.........__,...a __._.___._... .._,......,.,• ......��.._,_ I II - T i/ r _. . r- , r Vj ,- IN —,/ II ♦ \. — — x �. � \ \ .,Nf:.- F ..F,J'.It, .. ,.,>.•Ij:. .,.,r_,uT: N _ .. / -. -`+ \ '\ IN IN / \ _. r _ ,, _ _----_ CONSTRUCTION\ �- SEQUENCE \ } _ IN IN _ _ \ \ / . . , 1. INSTALL HAY BALE SILT FENCING I ti w + TO ESTABLISH THE 10. EXCAVATE SEDIMENT. BUILDUP. IN SEDIMENTATION \ w+ ,,. x ^- +_,_ : . ,.. E ION BASINS AS NEEDED. --- i-- --- .. __ _ -. + LIMIT F WORK AS=SHOWN-� � w ., � _ �:--_ • _. \ L I 0 0 S 0 ON PLAN. ..'REDISTRIBUTE MATERIAL OVER _ / E SITE IN CONFORMANCE WITH EARTHWORK SPECIFICATIONS. - III \ \ _ r. _ \ P RARY I _ CONSTRUCT TEM 0 CON 2 STRUCTION ENTRANCE AREA. 11. ONCE ALL .DRAINAGE STRUCTURES ARE INSTALLED, I / / / , _-_ _ � _ �--- .. _. • , , `�, INSTALL FILTER FABRIC AND HAY BALES AROUND ALL NEW CAT CH CH BASINS :AND` MAINTAIN THEM UNTIL .PAVEMENT.. IS IN PLACE _ \ \ ' r RUNOFF V_- + 3. STORM WATER,RU 0 OVER DISTURBED AREAS TO BE DIRECTED VIA r -.- r \. , . \ 'AND' VEGETATION IS ESTABLISHED. : i �- TEMPORARY SWALES 0 DIVERSION DIKES TO SETTLING BASINS. ACTUAL , / w w _ A"I'll, OCAT ON OF SW LES DIK L ES TO BE DETERMINED IN THE FIELD Y / � \ _ _ B THE 12. ALL CUT AN _ ,_ _ _+ �. � / D FILL .SLOPES SHALL BE ..STABILIZED WITH TOP SOIL SEED AND MULCH � / _+ _ �+ -, �\ -._ ,, \w i C / _ I \ / _. r^_, CONTRACTOR AS CONSTRUCTION, � .. +w _- -' � DICTATES. THE LOCATION OF THE TEMPORARY IMMEDIATELY :AFTER THEIR CONSTRUCTION. , / / / - \ \ _ / / , WALES' IS BASED ON ` r.. - .. +_ ,- .�. +. \ S PROPOSED FINAL GRADING. r / _ r w t r ,, � 13. REMOVE SEDIMENT FROM .ALL CATCHBASINS,/ � � w � DRAIN MANHOLES, PIPES / _ / ___ __ 4. DISCHARGES FROM DEWATERING OF EXCAVATION SHALIL NOT___� _ \ \+ __ -� S BE DIVERTED AFTER COMPLETION OF CONSTRUCTION. . REMOVE AND REGRADE \ \ r , _ . . \ \ \/ . ! _ H / DIRECTLY INTO ANY WETLANDS OR EXISTING STORM DRAINS/ r � \ \ C E S G STO D INS WITHOUT 'TEMPORARY BERMS SWAL H ES, CHECK DAMS, ETC. It -r - N_ \ PRETREATME T VIA SETTLING BASINS. r _ w r / //r r / - / r \ \ w t _. / 14. REMOVE/ � HAY BALES UPON ESTABLISHMENT OF PERMANENT GROUND COVER. , \ / / \ ! r r `INSTALL :HAY BALE CHECK DAMS LONG CENTER OF SW/ALES AT ' ! / / 5. E 100 O.C. \ \ T I r + / r I r/ / r / \ \ -- NI , / _ r l r 1 t / r / ___ R IT W 6. CLEAR AND GRUBS E WITHIN THE LIMIT OF WORK. t / r r r \ \ / r . r / \ \ t ✓ r ! J / / f / ( w \ : \. / / / ., w \ It t t Il, r ESTABLISH H RA FRROADWAY./ /, - r 7. EST BLS ROUGH SUB GRADES 0 / c ., � NOTES r \ ACONSTRUCTION. 8 PERFORMRODWAY / , , / it r \ r / / w _ 9. INSPECT MAINTAINEROSION A / l EC D CONTROL: MEASURES [DAILY. It , J l \ r x r r / I 1. I STUMPS FROM THE 'CLEARING OPERATION SHALL BE REMOVED FROM I I / / r • •� _-- E 0 SITE AND DISPOSED OF IN A LEGAL MANNER. / t I I \ , 1 1,'. I I ! ,,.. _ \ ♦' . _ ,. .. B 2. DISTURBED AREAS SHALL [ \ -- E PROTECTED AT ALL TIMES TO CONTROL SEDIMENT I TR ANSPORT \ _ SP\ RT_ 0 BEYOND THE LIMIT D EL TOFW R _ _ 0 K. _ , I -- 1 / \ _ _ _ L' _ ------- INz_ 4 \ _ J , DIST_ 3 UR\ BDAR S_ E EA HALL.:B E TREATED WITH WATE R ER DURING .EXCAVATION 1 \ .. I 0 APPROVED 1 \ 0 ALT ERNATIVE,L ERNA TIV_ E T0 :-CON R a _ T OL THE DUST. ,I , / _ _ - \ _ _ \ I IN 1 1 1 t , , , _ I 1 _ 1 1. _ _ , \ __ IN \ I _ f _ t _ ` I \ I • _ I , _ a _' 1 \ _ , , I _ _ _ • : I : / _ I P, _ O ER TIONNAINTENANCE \ A PLAN c +- + _ d \ e 0 e o _ \ PERSONNEL � L ASSOCIATED WITH THE CONSTRUCTION OF THIS PR CT SHALL, \ PROJECT BE 1 e, \ INFORMED 0 ED THAT T , HE MAINTENANCE OF SILTATION CONTROLS K 0 ROLS TAKES PRECEDENCE / —� II I -}- �, _ OVE R NO RMAL CONSTRUCTION ACTIVITIES ADJACENT CENT PROPERTIES AND STREETS L T, 0 1 D \ 'SHALL BE PROTECTED `fRONN EROSION 0 rR SILTATION CONDITIONS. I n Y II w , E R 1 T D R N A I vc i TE , x ' O T 1 l _ _5 1 N ,0 I T a A , . INSPECTION AN MA INTENANCE AINTENAN CE AS NECESSARY) c ,� . , , , ESS RY SHALL BE PERFORMED Lo FOUR I \ r , / W . TIMES WITHIN THE FIRST YEAR F heeler Road EJA 0 OPERATION. THENCE, INSPECTIONS AND A M INTENAN� ., CE SHALL- BE CONDO a CTED ON A``:SEMIANNUAL Q ON SE A UAL BASIS 2 TIMES A YR. _ Q INLET PFt�C1S - G Q _ EACH CAT ■ CH BASIN HA: ,< S LL BE VISUALLY INSPECTED FOR GENERAL` . —. DURING CONSTRUCTION , 41 1 CONDITION t ■ I r ti 'L B arnst 1 M TYP ab a arse n MCI P o s Is Massachusetts\ � x � ._ .•, DEPTH OF SUMP, AND CONDITIONS OF GAS TRAP HOOD. ACCUMULATED DEBRIS ! / . ,, SHALL .__ LL BE REMOVED WHEN IT EX CEEDS CEEDS 2 FEET 1N DEPTH AND DISPOSED OF , , r _ r _r _ _ PROPERLY. . 4 . . BROKEN OR DAMAGED GAS TRAPS HOODS SHALL.. _. _,_ sc .lLL BE IMMEDIATELY � < PREPARED FOR IN, 1 I . _ 'R, ,, EPA RED OR REPLACED T N__ E 0 ENSURE ADEQUATE FUNCTION. , / \ , r _ _ Leo & Rosemary B . .- a urns IV WAY \ /,I\ PROPOSED DR E ,, I / r \ n _ x - ,, , . ,. n �- VISUAL INSPECTION SHALL BE MADE AT ALL ACCESS MANHOLES A T 2 / R OC TION LO EL \ I \ \\ t 7 ,_, AS WELL AS THE ENTIRE�1..:�1� rs,.r.�- � E STORM WATER :SYSTEM. THE GENERAL ' Irt x , HAYBALE S L N CO DITION F T } � 0 THESE STRUCTURES SHOULD BE REVIEWED AND D ACCUMULATED TITLE \ FENCE J DEBRIS SHALL BE REMOVED- T_ ED HE CONDITION OF ALL OUTLETS SHALL, BE .NOTED / \ �m n Sed t t�e a on & Erosion • AND 'A-DESCRIPTION OF THE DRAINAGE Control Plan I \ GE STRUCTURES SHALL 'BE INCLUDED 1N� THE REPORT. DELETERIOUS `MATERIALS HA_ S LL BE REMOVED 'F ROM T_ HESE STRUCTURES AND THE DRAIINAGE CHANNELS` IN ORDER FOR THE SYSTEM p � . .L E TO \ FUNCTION PR PROPERLY. — ; r , ,, 11 THE FOLLOWING I A AMP G S SAMPLE OF THE INFORMATION E ORMATION TO BE RECORDED. © BAXTER NYE, & H L 0 MGREN INC.\ I N * Registered Professional DATE OF INSPECTION r 1 _ . a- _ /t/ I r , , , GENERA CONDITION OF T H NT R LE E I E SYSTEM _ � - � En I � - eers and Land Surveyors - 1X Y D E T A L . . � ;_-- . , l -CORRE CORRECTIVE MAINT NAN ; ACTION _ � ,,. _ _ C E E CE S TAKEN ?0 ENSURE ADEQUATE FUNCTION , / ... 812 Main Street Osterville'MA 2 AND WHEN PERFORMED. � � O 6SS , E * I ., ,. _ ... P A COPY OF THESE INSPECTION REPORTS SHALL BE FURNISHED , _ I c P - _ TO THE . .,, o o, _ _,• , . •, : , - Phone 508 428 9131 Fax 508 428 3750 ,F . r\ ..- � � .• :a, __ PLANNING BOARD UPON (REQUEST. I 0 R�_. ., I P _ E t - 1�T N PA M Tr -\ r ,,.. Cep W B _� EDGE Ek_ I G VE Ell -------------------- It SCALE IN FEET •_ i 1 SCALE. 1 20 DATE. 611312001 33 / --' v 511 OF � JoHN Ac►/S O d - DATE. REMARKS REV. 0 }IpI,M(3REN - - CIVIL IL - r Y / NO - t 1 - .9QB48Cw6— .. O I —i \ / DRAWING NUMBER , v , H. 20017\. ,. 2 CIVIL PLOT 2001 7 I \ , \ JOB v < . 2001—OZ7 I / h!11 I I I ,I :I I ' I I I � I I � I II I i T V ;1 1 Taus-� MY5-r Ic tea. LAKE .•� ��,�� o • l d / FOOD Loccas .MAP 1 2S,coo Zv 4 tt lZF / qF MAP 02 'Pa 8 / MiQ AZ 4.- 45,5loo SF r V Mw Faogr" • 150 pr STI C L A V-E- C401ZT14 LOrOIT POND) / 0�'�,/ 1 G N -- 1 � ,,Ac. uPua�►n wETLA4.a L6 N W i Ac. w�'t'c1s�t� ♦ N "2,-z'5 Ate.TTvT-A•w_ -� The existing driveway is to ------ - - _ `" _ _ - ___ •�\ `` vo; a ' used as common access to both Lot D1 and Lot D2 lb 1. - }��E.1..INt ,:1 .' �. ►t: y F3ADAe2 AS LEM ASS y. Nov 2 0 2000 LEOV�tJS so FE3 • i�., 1009 REy MAC toy Iqq5 ` V-E�-CirD OWt . Leo Burns and Rosemary Burns r I2F/.4e.�W- l AO D SVeyWM Book 12148 Md. �,N Page 169 OSTE2V)l.� 2• iq•�l8 i�� WATM SUPPL"-f PIZIVA"T, Wes r L��-- ' MYS'r le- LAKE i \� F L9ccx MAP I c 2s coo Zo 4 E, TZF AP MAP 02 Pr.L mw Fav�jr" • ,5o r-,,r MYSTIC L A V-E— �4oV-TO eoT -r PoNt>or A 1 Al ' Kll-r D 20 wET►-a�►a \ \ L6 V1 o s Ac. \ .. �_ . i 6 4- 1` L The existing driveway is to used as common access to both Lot Dl and Lot D200 _ I oo f ed 00 SvwtivislorJ -761�-.) ��� w�slocy fir`, Cr- LAW--> F3A2Ae7 A15LJ—: ( M M4 \ �u Nov 2 0 2000 71 LEO �3vP-r�s �y MAC 1 lagg F-KD>rD OWhIEZ—: Leo Burns -and Rosemary Burns D SVZIVOZ � , Book 12148 . JN tL. Page 169 . WA%Z SOPPL, 2 �9 9s y- Przlv,a-�1->; w�,�s 3.ry 98 -T RACE LANE M Y S T I C L A K E - �o LOCUS ( NORTH COTUIT POND ) MYSTIC LAKE L O T D — 2 qp Q /998 UPLAND AREA t~ . 04 83,106 Square Feet p ;...� 1.91 Acres f• a,ARO� r0 m A-13 .. . HAMBLIN �� POND shape factor = 20.7 B E A c H -.•...� �� AG Z WETLAND AREA CL L ' Q y��., �... A-12 A-14 LOCATION MAP � �..,;1� 2031 :Square Feet SANDWICH QUADRANGLE 0.04 Acres t SCALE: 1:25,000 ASSESSORS _ --50 \ MAP 82 PARCEL 8 �. ,i' f A-12 ZONES: AP OVERLAY DISTRICT A 1s \ _ _ A-10 ZONING DISTRICT: RF l' _..._._ _ r ? B. V. W. DELINEATION BY ENSR s `- A-17 \ 1 w. '�.. - - A-19 MINIMUMS * �� / / _... __ - ' A-18~ �. �- KATIE BARNICLE, WETLANDS SCIENTIST AREA = 43,560 S. F. - ` ' ,� A-9 f/, � �,.�._. _ _.._ �•.... �Y '����. 1` ''G' ..._ '`''. � `� DELINEATION DATE: MARCH 23, 1998 FRONTAGE = 150' _ - __r �_ -A_ - WIDTH = N/A _..._. 3'40" W MARCH 2 1998 / / ff g2 A }'` FIELD LOCATION BARTER Sc NYE, INC FRONT .. , SETBACK 30 .--�" • "- S 88'3 `-- 2� A CH 5 SIDE SETBACK = 15' A-s -' 175.9s' - ,4 REAR SETBACK = 15' / -"' ___ __ so ' 4,. Z - ram{ , _ — 56 NQ FLOOD ZONE: C -- �. ' A 21 A-7 FIRM COMMUNITY PANEL 4� / ,� -- - 67. �_ _ _,'" 0' o No. 250001 0015 C 4 !f - _ _r _..__. , o `o .� .._ REVISED: AUGUST 19, 1985 4�i ,i/� / __ _. ` 64- o- _. _._ _ 10 - _ m:• `� _ TOPOGRAPHIC INFORMATION _ a _ o FROM TOWN OF BARNSTABLE � ' A—s �, •� - ,� -• yE STING LEACH PIT o , X1 BASEMAPS (G. I. S: .j` / , i . �1 - SEWRGE...PERMIT No. -o �'4 t .% - ` ice. 224 — ao 2 36" BEECH' \ ! [ / `r I / •, . %0 �4 ti 0._ \ TREES r 0 EMBER 20, 2000 FILING DATE PRELIMINARY PLAN .1 A-5 8-FOOT WIDE TIMBER STEPS / ;: ; /t ,� >F �• .\ j r Mid r SrN Q \, r 0(/ H / .. 10 A-3 r �l 4 �, SF Ho `/ �'+ �,. " / ``. AREA AVAIILABLE FOR LEACHING ;` Q 5 6 % r ,; � SYSTEM LOT D 1 , r , , .; j , LLJ ` - LLJ / 60 62 1 m U .. :. t 77 t . , RPG 7 GP 1 i N. In ).- LA 74 no - -- \ , s o o Ln z 884 _. .I + t O L J T D 1 O, ` !✓� .__w _ 20. 15 .90' < UPLAND AREA 85*45'10" E 61,443 Square Feet t lA ALTERNATIVE DRIVEWAY f 1.41 Acres f O 10 � �� IOCATO'NS - LOT- 1 A ~� _ . F �T o. shape factor 20 0 J► - �o PROPOSED WELL SITE 43,560 square feet R\ `25.00' C ?� . LOT D - .1 \ PROPOSED DRIVEWAY , O,p�` r =9��33 12 o, o `r WETLAND AREA V RELOCATION N LOT 2 ,, , ON -<"� � aQ- o: ; 12,947 Square Feet _f I 9 0.30 Acres t D E T A I L ' r POSED 1 Y W�SN 1lMS �� O i o _-- ❑ —� DrSTURBED L=276.56 f RA DE A E COD BER - NOT TO SCALE t o �`��SOG, o o ❑ 66.64' -879 �p11 0 LINE DIRECTION DISTANCE \\ ; h co ..- 6. 4 L1 S 13'44'39" E 24.95' 8 O t ;' �N Co ` g7.55 SIGHT DISTANCE 385' L2 S 48'04'39" W 25.05' °� I o EDGE EXISTING PAVEMENT R 0 A D L3 S 48'04'39" W 14.95' o ; o r_ POLE # 549/10 L4 N 41'55'21" W 25.16' - L5 S 62'10'00" W - 23.35' . `r' 1 SEES;DETAIL 4-7.6 L6 N 62'10 00" E 23.35 ABOVE L7 N 13'44'39" W 4.79 , v.2 SUBDIVISION #765 5 PRELIMINARY SUBDIVISION OF LAND w � \ ctt IN 5561� BARNSTABLE MARSTONS MILLS MASS. � FOR moo, LEO & ROSEMARY BURNS SCALE: 1» = 30 APRIL 11,. 2001 j BAXTER, NYE & HOLMGREN, INC. 812 MAIN STREET OSTERVILLE, MASS., 02655 (508)-428-9131 _ .♦ i SQUARE FEC_T ACRES GRAPHIC SCALE PARCEL UPLAND AREA 144,549 3.32 so o 15' 30 so 120 mq j i PARCEL ,WETLAND AREA 14,978 0.34 ( IN FEET ) ROAD AREA 6,926 0.16 i inch = 30 ft. TOTAL 166,453 827 KEY WELL SITE WOOD FENCE ❑ ❑ PROPOSED WELL/SEPTIIC LOCATION LOT D — 1 .LIGHTING FIXTUREc ELECTRIC METER CEMENT BOUND FOUND ZN OF 4 4 IRON PIPE FOUND s RECORD OWNERS: TRAVERSE--POINT _A . _ ,off _ • � o� _,. T N J y LEO BURNS f Ig UTILITY POLE ROSEMARY BURNS �� No. 3 021 G 2$$74 DEED DATED: JANUARY 30, 1998 sECISTtR�� o G`s-���- ; o LINES FOR SHAPE FACTOR COMPUTATIONS WETLAND AREA EDGE OF CLEARING 14.. WATER ,SUPPLY PRIVATE WELLS PROPOSED CATCH BASIN 2001-027(PLO4.DWG) { RACE LANE e M Y S T I C L A K E X LOc:USQ° ( NORTH COTUIT POND ) MYSTIC LAKE �� ^✓�.r•v-� y� L T p _ 2 oS.- o� OHO � - _ 7998 .UPLAND AREA �� - 83,106 -Square Feet f a. L le I 1.91..Acres f PRO'S r, A-13 �^ ` ' m Z HAMBLIN M / f` _ - POND ha e factor = 20.7 .f _ ``,.� ,o ti��l, s j P ! / B E A C H r" '� O g LOCATION MAP WETLAND AREA A_12 2031 Square Feet SANDWICH QUADRANGLE 0.04 Acres SCALE: 1:25,000 - !' A-15 etc ` �11tc ASSESSORS MAP 82 PARCEL 8 `- �, 01 ZONES: o\ AP OVERLAY DISTRICT � A-11 `•., _ o� A 16 B. V. W. DELINEATION BY ENSR ZONING DISTRICT: RF - "` " -..__-- r~r ~ A-17 ,.,- -- - ---- .,, A-19 �`�.:_ ``- ,L_� j MINIMUMS / A-18 \�` KATIE BARNICLE, WETLANDS SCIENTIST _ _..� & _.� �0 `�. DELINEATION DATE: MARCH 23, 1998 AREA = 43,560 S. F. , A-s - _ �_, AIL FRONTAGE = 150' A-2o FIELD LOCATION BAXTER & NYE, INC. WIDTH = N/A %� r' i _ _ _ Sty - S 88'33'4 \ ARCH 25, 1998 -... - - . 52 FRONT SE CBACK = 30' 7s:98'" ` W SIDE SETBACK = 15' � A - -__ � ` -'-• _ - - � - - - —.� r 1 REAR SETBACK = 15 FLOOD ZONE: C A-7 `' / - _ -- 6z �. _ 4. �,,� _..._ _. 4 __�_ _ ,` �- FIRM COMMUNITY PANEL o, w_ , No. 250001 0015 C o `. REVISED: AUGUST 19, 1985 4 si ,� -_.__ -.,a _ ,. 6 - o. _ - E,0 TOPOGRAPHIC INFORMATION r __._.. .. _. FROM TOWN OF BARNSTABLE ,�;' A 6' '/ ` ~- E STING LEACH PIT - ` !; ,. ...,.. X1 ., 2 ; ` SEWA`GE:.PERMIT BASEMAP,S (G. I. S.) ;'/ ;' . -� _ - No. .�0 36" BEECH 224 80 20.. `. TREES jr . *NOVEMBER 20, 2000 FILING DATE ! f ' 'r' i ' ,; �� v PRELIMINARY PLAN A-5fi, • ! r , 8-FOOT WIDE t r l rrr f TIMBER STEPS ; l t; r ,' 1r A-4 r t ' - 15" , 4 f ,r A-3 } USF NG ` / � AREA AVAILABLE FOR LEACHING �` } f ' NO. a 4y/ri` 5,4 f tJ � 'J SYSTEM LOT D - 1 J r, t / 6g 3w ` 6 f•, Li 60 66 7- I (;R G� P ` 0, P _., t - -7. f^' , , z » —. 4 y F- 9 j 00 cn P XLit �I; . a 0 O m ,jc p . g "I Ln 1 ^ p _ r+ _ 0 _. u VO l LOT p 1 I o :rin - o, 15 .90' UPLAND AREA o - `.� _. N 85 45� 0" E 61,443 Square Feet t r ALTERNATIiVE DRLOTWAY `, 1.41 Acres O r �� LOCATONS \ ...` A ? shape factor = 20.0 o \ ° �� R, ? 43,560 square feet \ PROPOSED WELL SITE LOT 1 q y0\ L `25.00' \ - �� D _ \ _ O "9 3.12 moo, so- PROPOSED DRIVEWAY 'PiL ), p WETLAND AREA RELOCATION LOT 2 Ffy� oo. �: 12,947 Square Feet f ss, 0.30 Acres f w } r , \ / r , f r 'r p SED 16.W\TH 1,f 00 � E T A I L PO `( MS �� ° _-- ° --� DISTURBED L=276.56' : O TPRRPvrUED A E COD gER �����`10 o a ° 66.64' :879 30,,.. ..L=478.42 NOT TO SCALE / *0f- oo b) LINE DIRECTION DISTANCE 6 S, L1 S 13'44'39" E 24.95' �8 r' Q!%� '� ''J�-87.58 SIGHT DISTANCE 385' L2 S 48'04'39" W 25.05' 0 o '' EDGE EXISTING PAVEMENT R 0 A D L3 S 48'04'39" W 14.95' o o '� ° POLE # 549/10 L4 N 41'55'21" W 25.16' \ �, o_ 6a' L5 S 62'10'00" W 23.35' �s. I. SEEi DETAIL L6 N 62'10'00" E 23.35' \ ABOVE _..._. L7 N 1374439" W 4.79' ---- 22 ` vp 931b SUBDIVISION #765 1g� �N ` � E G��gS , �, PRELIMINARY SUBDIVISION OF LAND IN P � S�G� I BARNSTABLE MARSTONS MILLS - MASS. / . ., FOR moo. LEO & ROSEMARY BURNS , h6 o SCALE: 1 = 30 APRIL 11, 2001 -` _ _ BAXTER, NYE & HOLMGREN, INC. 812 MAIN STREET - OSTERVILLE, MASS., 02655 (508)-428-9131 SQUARE FEET ACRES GRAPHIC 'SCALE 30 0 15 30 60 120 PARCEL UPLAND AREA 144,544 3.32 1 PARCEL WETLAND AREA 14,978 `0.34 ( IN FEET ) ROAD AREA 6,926 0.16 1 inch 30 ft. TOTAL 166,453 3.82 KEY WELL SITE WOOD FENCE ° 13 PROPOSED WELL/SEPTIC LOCATION LOT D — 1 LIGHTING FIXTUREc ELECTRIC METER CEMENT BOUND FOUND —9 — NOFAl q ERS O IRON PIPE FOUND $ .F Sq *` ke � N �`� "f RECORD ^-0W _. .TRAVERSE POINT .:..:Q _ ' LEO IBURNS � J UTILITY POLE ROSEMARY BURNS . 29874 , 9No.� 0L'c ,r DEED DATED: JANUARY 30, 1998 �� fCISTE� . LINES FOR SHAPE FACTOR COMPUTATIONS 0. WETLAND AREA ALFSSfOfv�lE`�rt6' .... ._,:, - 3. EDGE OF CLEARING ,� WATER SUPPLY PRIVATE WELLS o PROPOSED CATCH BASIN 2001-027(PL04.DWG) i?Ace S /►r1Y5Tlc � v�'a' w , LAKE MitoLs Pous� , I 1 1 LDGtxi mAE' 12c'�OQc�? Z t E TZF / AP ' MAP 62 'PCL we i d 44- A3,U c - 1,F mi� Fgo�,ver- ir,,o rnr MYST16 L V-E- 00 v--rt4 Go T o 1'T P'o N t> WETLAti)T� N -44 Inc w Q 84- t i 4 O Ace L. M.. 199 _ er�, HeA�TN FPjrAe(f 7 1-Im lvayr �3 2At-70 e- M �5 �liS Y Hys Ike, REr,:z owlJsF-7 ; ?s2j- 5eesu►r-t T�zlr�r 2F/,-K-Tt r,:) �40D �VPWWV 5 "' ► ' a Jo5EpA 5, 7M4u55c J7zvsTEr-- M4, 13kL g4Z3 Pe,, I&&, _._ _ -77 RACE LANE LINE DIRECTION DISTANCE L1 N 13'44'39" W 24.95' L2 N 48'04'39" E 25.05' L3 N 4804'39" E 14.95' L4. ... S..41•55'21'..E 25.16' c ' L5 N 62.10'00" E 23.35' yi �� L6 N 62'10'00" E 23.35' Liom M Y S T I C L A K E L7 N 13'44'39" W 4.79' MYSTIC LAKE ( NORTH COTUIT POND ) OP 0�4 ilk 199e Q �*�O°� ik x HAMBLIN B E C A— PONO A O A-12 A-14 LJ LOCATION MAP ik I CL SANDWICH QUADRANGLE \ A-15 . SCALE: 1:25,000 Ak 2 II� ASSESSORS N 9g0 A-12 \ MAP 82 PARCEL 8 a• ZONES: \O\ m AP OVERLAY DISTRICT �P 4\ A-16 A-10 �� ZONING DISTRICT. RF mac. a MINIMUMS A-17 A-19 ® AREA = 43,560 S. F. FRONTAGE = 150' A-9 ` ► WIDTH = NIA A-20 FRONT SETBACK = 30' \ " SIDE SETBACK = 15' S 88'33 40 �/ REAR SETBACK 15' 175.98' Cf. ` Z FLOOD ZONE: C o Co A=21 t4 FIRM COMMUNITY PANEL No. 250001 0015 C A-7 'P N ?�\ o� v° rrnn o REVISED: AUGUST 19, 1985 O L 0 T D - 2 �� o •v 8. V. `N. DELINEATION BY ENSR UPLAND AREA � c� c`. 6 KATIE BARNICLE, WETLANDS SCIENTIST DELINEATION DATE: MARCH 23, 1998 A-s 83,106 Square Feet f 0, 0 t 1.91 Acres f o FIELD LOCATION BAXTER & NYE, INC. SEPTIC COMPONENT LOCATION 1 \ MARCH 25, 1998 shape factor = 20.7 PER SEWAGE PERMIT No, 224 — 80 (7-14-1980) 10 t A-5 WETLAND AREA v 2031 Square Feet t ��ORGNo 8—FOOT WIDE TIMBER STEPS A-4 FC`k AREA AVAILABLE 10, F SnN w FOR SEPTIC SYSTEM I ` cc A-3 \ hog No. VNc J ZJS Q � 69 Y a 61,443 Square Feet 1.41 Acres f GP' shape factor = 20.0 43,560 square feet ' "o C WETLAND AREA Z r- ti \ 12,947 Square Feet o � � 3 00 0 W`�\ A �O\t�yifl_ Q C a .o — 0» E 150.9v PROPOSED WELL SITE Rr�°q "PROPOSED T' �s.00' TURN-AROUND s\ °�, "J3.12' Po o A\sJ 6 \ O 4Y ?6,0 \ \ - J Ix J D E T A I L o o o — DISTURBED L=150.00' L=67.57' — 79.30' L=478.40' NOT TO SCALE \ o � �R3' � f 86.64 O 1 o �/ POLE # 549/10 e SEE DETAIL L�41 6 ABOVE • o ��2219Ar �11 N WELL N SEPTIC PLAN SUBDIVISION f765 SUBDIVISION OF LAND AT O. + WHEELER ROAD 0 BARNSTABLE -- MARSTONS MILLS - MASS. s by FOR LEO BURNS SCALE: 1 30 APRIL 29, 1998 BAXTER & NYE, INC. 812 MAIN STREET I OSTERVILLE, MASS., 02655 (508)-428-9131 SQUARZ FEET ACRES PARCEL UPLAND AREA 144,549 3.32 KEY WELL SITE PARCEL WETLAND AREA 14,978 0.34 GRAPHIC SCALE WOOD FENCE o a ROAD AREA 6,926 0.16 30 0 13 30 so 120 LIGHTING FlXTUREt TOTAL 166,453 3.82 ELECTRIC METER 1 inch = 30 ft CEMENT BOUND FOUND ---8— RECORD OWNERS: IRON PIPE FOUND $ _.. . _,; LEO BURNS TRAVERSE POINT A ROSEMARY BURS DEED DATED: JANUARY `30, 1998 UTILITY POLE cob LINES FOR SHAPE FACTOR COMPUTATIONS WETLAND AREA ilk WATER SUPPLY PRIVATE WELLS 98017 (PL04.DWG) RACE LANE LINE I DIRECTION I DISTANCE L1 N 13'44'39" W 24.95' L2 N 48'04'39" E 25.05 _ L3 N 48'04'39" E 14.95' L4 S 41'55'21" E 25.16' L5 N 62'10'00" E 23.35' LACUB � M Y S T I C L A K E L6 N 6210'00' E 23.35' L7 N 13'4439" W 4.79' MYSTIC LAKE ( NORTH COTUIT POND ) q OP x HAMBUN B E C A- POND A O I C W LOCATION MAP ,�I�_ / \ a SANDWICH QUADRANGLE SCALE: 1:25,000 tom. ASSESSORS 9�0 A-12 CNI MAP 82 PARCEL 8 O loop* d ZONES: G�` A-11 \o\ m AP OVERLAY DISTRICT A-10 yp ZONING DISTRICT: RF F �'� '� 314. IL MINIMUMS / ® A-17 A-19 AREA = 43,560 S. F. A-18 FRONTAGE = 150 A-9 WIDTH - N/A I FRONT SETBACK = 30' ` C� / SIDE SETBACK = 15' S 8873340 V/ ` REAR SETBACK 15' � 175.98' A-8 \ H Z FLOOD ZONE: C \ o _0 A-21 � FIRM COMMUNITY PANEL N o��\ o m toNo. 250001 0015 C A-% Ul REVISED: AUGUST 19, 1985 t! L 0 T D — 2 ��. ' o O 0 � A / o UPLAND AREA o oo -o S. V. W. DELINEATION BY ENSR `"o � ^ �• A KATIE BARNICLE, V'IETI-ANDS SCIENTIST A-6 ' 83,106 Square Feet f 0 j DELINEATION DATE: MARCH 23, 1998 1.91 Acres f o FIELD LOCATION BAXTER & NYE, INC. / SEP11C COMPONENT LOCATION o ` MARCH 25, 1998 shape factor = 20.7 PER SEWAGE PERMIT No. 224 - 80 (7-14-1980) A-5 WETLAND AREA 2031 Square Feet f 9 e gAAOGNO 8-FOOT WIDE / p R�-I' TIMBER STEPS p A-4 �F.1 0 , OFCk FSA AREA AVAILABLE w FOR SEPTIC SYSTEM Q . A-3 Ho(/ qC r A-2 ke < )� 60 w W Y= of Q: U m A-1 \ 61,443 Square Feet i 1.41 Acres f Z GA shape factor = 20.0 �. 43,560 square`feet j WETLAND AREA 12,947 Square Feet -*> NO. O \ J o) at CA A 0 O<O`y p t*1 C O I y �o R • , O so. ` PROPOSED WELL SITE 0�°� PROPOSED or TURN—AROUND s °�. �312' �o 0 o. o. J w o Cr D E T A I L 1 � Q DISTURBED L=150.00' NOT TO SCALE ` o �o� O, a a ° L=67.57• - 79.30' L=478.40' h a o i ° a ' POLE # 549/10 �o 'cam SEE DETAIL 1.047 64 \ ABOVE .o lad ?Z�19� WN ELL SEP C TI PLAN SUBDIVISION f765 SUBDIVISION OF -LAND - .�f = AT "o. WHEELER ROAD �t 0 BARNSTABLE MARSTONS MILLS MASS. FOR i LEO BURNS / l SCALE: 1" = 30' APRIL 29, 1998 BAXTER & NYE, INC_ 812 MAIN STREET OSTERVILLE, MASS., 02655 (508)-428-9131 SQUARE FEET ACRES K E Y PARCEL UPLAND AREA 144,549 3.32 WELL SITE ® PARCEL WETLAND AREA 14,978 0.34 GRAPHIC SCAT F: WOOD FENCE o o ROAD AREA 6,926 0.16 30 0 is ao 60 txa LIGHTING FIXTURE TOTAL 166,t53 3.82 IN FKET ELECTRIC METER 1 inch = 30 ft. CEMENT BOUND FOUND 43-- ' RECORD OWNERS: IRON PIPE FOUND $ LEO BURNS TRAVERSE POINT A ROSEMARY BURLS DEED DATED: JANUARY I30, 1998 UTILITY POLE `0a I LINES FOR SHAPE FACTOR COMPUTATIONS I WATER SUPPLY PRIVATE WELLS WETLAND AREA 9801 7.._.(PL0.4.DWG). I I 'j I, M _ II LINE DIRECTION DISTANCE RACE LANE L1 N 13'44'39 W 24.95' L2 N 48'04'39" E 25.05' j L3 N 48'04'39" E 14.95' L4 S 41�55'21" E 25.16' L5 N 62'10'00" E 23.35' L6 N 62'10'00" E 23.35' T I C L A K E " LrOWS �O M Y $ L7 N 13 44 39 W 4.79 MYSTIC ( NORTH COTUIT POND ) LAKE p - tb � 9e O I' O� Q X O� A— t B E C HAMBLIN k AO POND o Q c A-14 �. A-121 .000e LAC, MON MAP a SANDWICH QUADRANGLE SCALE: 1:25,000 \ ` E �0 N �A - A SS ESS ORS 0 MAP 82 PARCEL 8 k,Q \\gyp\ AL co 0� A-16 m ZONES. Q. O (STRICT - �� AP OVERLAY..D A 10 ZONING DISTRICT. RF A-17 a MINIMUMS A-18 AREA = 43,560 S_ F. A-� FRONTAGE 150• -- � A-20 i WIDTH = N/A S. 88 33'40 YJ FRONT T SETBA CK - 30 ' _ � 175.9 8 SIDE SETBAC K 15 — I�F REAR SETBAC K 1 5 �--� z A 8 -io s4 A-21 FLOOD ZONE C FIRMCOMMUNITY PANEL OD v p f' No. 250001 0015 C W -7 v o_ REVISED: AUGUST 19, 1985 d L O T 2 0 C)-n z: c3` o C ,o o ' o B. V. W. DEUNEATIOh BY ENSR W , UPLAND AREA c� 9% A KATIE BARNICLE, WETLANDS SCIENTIST A-6 83 f 106 Square Feet q o �" j DELINEATION DATE: MARCH 23, 1998 1.91 Acres f o FIELD LOCATION BAXTER & NYE, INC. SEPTIC COMPONENT LOCATION o MARCH 25, 1998 shape factor 20.7 PER SEWAGE PERMIT No. / P 4 - 80 7-14-1980 22 � ) O �' 1 t WETLAN D AR EA L I A-5 D f 2031 Square Feet / kF Ro a ' 8-FOOT WIDE. .. TIMBER STEPS 6 A-4 D fps AREA AVAILABLE Q w /�y SjNG FOR SEPTIC SYSTEMAC Ha ziS a r a A-2 \ 69 y i A-1 61,443 Square Feet P 1.41 Acres f Z shape factor = 20.0 - q 43,560 square feet � 9 o tt it 1 r WETLAND AREA 12,947 Square Feet ' z O CA �� • •� 3 aD cn — act o -1 o . s Qc a 1 ,�. to � o _ o � s 0,� ?< o # 1 cp\ 00 : i i � - 1 5a90 y N 85 45 0 E ___ A PROPOSED� ED WELL SITE oq PROPOSED T" 2s. 0 oo I� TURN-AROUND 4�3.12' �o 0o i 3r``��� -'J jr i 0 0 i J Cr I 1 � D E T A I L DISTURBED L 150.00 Cl a ° -L=67.57' - 79.30' L=478.40' NOT TO SCALE ry "� r 0i6 l POLE # 549/10 iS 6 � SEE DETAIL \ ABOVE -o 00 00 �► L i I 9� voti OHO R � V 1 9 ti I i 1 I ' 0 + 1A, N ELL SEPTIC PLAN SU D VI !B I SON #765 SUBDIVISION OF LAND AT I WHEELER ROAD � o .ti �o o — 6 o BARNSTABLE MARSTONS MILLS MASS. 5 0. s 5 ti FOR � LEO BURNS SCALE. 1 30 APRiL 29, 1998 BAXTER & NYE, INC. 812 MAIN STREET OSTERVILLE, MASS., 02655 _ (508)-428-9131 j SQUARE FEET ACRES PARCEL UPLAND AREA 144,549 3.32 KEY PARCEL WETLAND AREA 14,978 0.34 GRAPHIC SCA WELL SITE ® ROAD AREA 6,926 0.16 30 0 is 30 eo tao WOOD FENCE ° ° TOTAL 166.453 3.82 LIGHTING FIXTURE [ ( IN FEET ELECTRIC METER ® 1 inch 30 St CEMENT BOUND FOUND RECORD OWNERS: IRON PIPE FOUND --0-- LEO BURNS ROSEMARY BURNS TRAVERSE POINT DEED DATED: JANUARY 30, 1998 UTILITY POLE LINES FOR SHAPE FACTOR COMPUTATIONS � WATER SUPPLY PRIVATE .WELLS WETLAND AREA I I 98017 (PL04.DWG) i j RACE LANE LINE DIRECTION I DISTANCE L2 N 48 04'39" E 24. 5 � 25.05 Q. L3.._. N-48'04'39".,E 14.95' ,. (�j ( L4 -S 41'55'21" E 25.16 v �p� L5 N 62'10'00" E 23.35' LOCUS �. M Y S T I C L A K E L6 N 6210*00' E 23.35' L7 N 13'4439r W 4.79' MYSTIC LAKE ( NORTH COTUIT POND ) O� 1 G� q'°Rq p�� plc 8 Q � X HAMBUN I B E C A- POND A o I o I A-12 A-14 � W LOCATION MAP _ SANDWICH QUADRANGLE \ CL SCALE: 1:25,000 \ A-15 ASSESSORS 90 A-12 \ ` N MAP 82 PARCEL 8 p a• ZONES: \OV\ Vic. m \ A-16 AP OVERLAY DISTRICT A-10 7 ZONING DISTRICT. RF OF '�` "'� •� 3�. d IMUMS AREA = 43,560 S. F. A A-17 7A739� FRONTAGE = 150 A-9 WIDTH = N/A FRONT SETBACK = 30' SIDE SETBACK = 15' S 88.33'40" W A-20 REAR SETBACK = 15' � 175.98' A-8 FF FLOOD ZONE: C -'o �t A-21 FIRM COMMUNITY PANEL a m �I No. 250001 0015 C A-7 ��\ REVISED: AUGUST 19, 1985 Cs L 0 T D — 2 �!► o� m o O o io� om UPLAND AREA 0000. o� -0 B. V. W_ DELINEATION BY ENSR A KATiE BARNICLE. WETLANDS SCIENTIST A-6 83,106 Square Feet f 0, 0 DEUNEA11ON DATE: MARCH 23, 1998 1.91 Acres f FIELD LOCATION BAXTER & NYE. INC. / SEPTIC COMPONENT LOCATION p \ MARCH 25. 1998 shape factor = 20.7 PER SEWAGE PERMIT No, 224 - 80 (7-14-1980) ,o A-5 WETLAND AREA a 2031 Square Feetko f 90 , 8-FOOT WIDE / OF�iOwR_ ,qR TIMBER STEPS A-4 IV / �FCk FSnN AREA AVAILABLE ¢ ` w 4 ��Y SINS, FOR SEPTIC SYSTEM f ¢ 0 23S 4 i PAal 69 ►- Y= IMI Ak mU A-1 \ 61,443 Square Feet 1.41 Acres f Z G shape factor = 20.0 `. 43,560 square feet +11 1 C WETLAND AREA r� Z 12,947 Square Feet o o D_ A 'r) • rn o c e ova X ti` o , - 150.90 O , o�►\ 9� _N 8545 0 E m O A PROPOSED WELL SITE { r qa �� PROPOSED T' s.Od 7 TURN-AROUND 0 \\ s •o Aj� ? (A •) CA v# 6 = V`- h N! —r p 1 � r D E T A I L 1 # u D — DISTURBED L=150.00' NOT TO SCALE \ _ o � 0. D a ° L=67.57' - 79.30' L=478.40' o40 A3. o a n �' POLE # 549/10 SEE DETAIL L#4164 \ ABOVE . -o Z p2ti19c� \ `-'1� Vi WELL N SEPTIC PLAN SUBDIVISION #765 / II SUBDIVISION OF LAND " 1 moo. AT WHEELER ROAD S by° BARNSTABLE — MARSTONS MILLS — MASS. FOR LEO BURNS SCALE: 1" 30" APRIL 29, 1998 BAXTER & NYE, INC. 812 MAIN STREET OSTERVILLE, MASS., 02655 (508)-428-9131 SQUARE FEET ACRES KEY PARCEL UPLAND AREA 144,549 3.32 WELL SITE ® PARCEL WETLAND AREA 14,978 0.34 GRAPHIC SCALE WOOD FENCE D o ROAD AREA 6926 0.16 30 o u 30 60 too LIGHTING FIXTURE t TOTAL 166,453 3.82 ELECTRIC METER ® IN FEET 1 inch = 30 it CEMENT BOUND FOUND RECORD OWNERS: IRON PIPE FOUND --Q— LEO BURNS TRAVERSE POINT A ROSEMARY BURNS UTILITY POLE `U3 DEED DATED: JANUARY 30, 1998 LINES FOR SHAPE FACTOR COMPUTATIONS WETLAND AREA WATER SUPPLY PRIVATE WELLS 98017 (PL04.DWG) I ❑ ❑ a ova D ❑ ❑ ❑ ❑ D o � I ono a I ` , . , 1 y . , a %NOWz Date Issued - June 13, 2001 Assessors INap #82 rcel 8 _ I II Job Number - 2001-027 I 235 eeler Road 13arnstablemlWarstons &21w11sq I I II I I I I II 'I 0 no i �l5 3 III .r �I Cover Sheet 6-13-2001 o p 0 0 (01? Im PW A Definitive Plan 6-11-2001 y Prep ed For : O o B 6-11-2001 Definitive Plan (Point File) C Definitive Plan n (Existing Conditions) 6-13-2001 x I I I C-2 6-13-2001 end & General Notes Applicant Owner: Engin eer/Surveyor: : _m u _ ICI Baxter N e & Holm en Inc. C 3 Grading, Drainage & Erosion Plan 6 13 2001 Y ' g g Leo & Rosemary Burns Leo & Rosemary Burns a � ry ary _ Professional Registered 235 REELER ROAD 235 WHEELER ROAD _ II C-4 Plan & Profile 6-13-2001 Barnstable-Marstons Mills, Ma. 02648 Barnstable-Marstons Mills Ma. 02648 Engineers and Land Surveyors , . I Phone (508) 420-3600 Phone - 508 420-3600 A 812 Main Street Osterville Ma 02655 � ) I L C-S Details � 6-13-2001 ,.� � Phone = (508) 428-9131 Fax - (508)-428-3750 e-mail. adniin@jkholmgren.com L I I C-6 Sedimentation & Erosion Control Plan 6-13-2001 I III I III ;'.1•w), y x. a _ Z. J04N K moo ` .e� t ,,� _ � John K. Holmgren P.E. CIVIL x . Professional . No. 30848 : � Engineer " t � III w, a� Cooe I John R. Ellis y P.L.S. Reg. No. 29874 :.� � 3 � r k �A., a± a %*4 '�1t-r`.t r ,^ A � �' fl tl // • ' �$ REV. DATE: REMARKS � o M@R00 Efa E13Vo013 lRa - II ' II RACE LANE M Y S T I C L A K E LOCUS ( NORTH COTUIT POND ) MYSTIC LAKE OF GF, qPR�� p ap � AL ?2 �998 I e° 1L HAMBLIN MPG A-13 1 POND o o�p � BEACH � �AsotiO e a-14 LOCATION MAP ,� FOR REGISTRY USE ONLY a-12 I SANDWICH QUADRANGLE AL 1 \ SCALE: 1:25,000 I CERTIFY THAT THIS PLAN HAS BEEN I / a-15 R ASSESSORS PREPARED IN CONFORMITY WITH THE MAP 82 PARCEL 8 - a-12 \ RULES AND REGULATIONS OF THE o REGISTERS OF DEEDS. ZONES: ��e �o ' , A-11 GP OVERLAY DISTRICT a-1s P.L.S A-10 ZONING DISTRICT: RF / A A-17 A-1s MINIMUMS A-18 i AREA = 43,560 S. F. A—s FRONTAGE = 150' WIDTH = N/A / S 88733'40" W FRONT SETBACK = 30' '— ' 175.98' Ui r SIDE SETBACK = 15' A—a I z REAR SETBACK = 15� L O T D - 2 \ ! o A-21 o f� I Y N o B. V. W. DELINEATION B ENSR *NOVEMBER 20, 2000 - ��,\ o> Loll DATE �" A-7 UPLAND AREA � N m cn o KAT►E BARNICLE, WETLANDS SCIENTIST c� �\ 1 DELINEATION DATE: MARCH 23, 1998 PRELIMINARY PLAN 1 v ° 83,106 Square Feet t -n "n o. v FIELD LOCATION BAXTER & NYE, INC. FLOOD ZONE: C 1.91 Acres f �,* z MARCH 25, 1998 FIRM COMMUNITY PANEL A-6 shape factor = 20.7 0, �^ v A ! No. 250001 0015 C -o i REVISED: AUGUST 19, 1985 WETLAND AREA o 2031 Square Feet t �0 I 0.04 Acres f o L 0 T D — 1 A-5 t UPLAND AREA 8-FOOT WIDE I 61,443 Square Feet f TIMBER STEPS A 1.41 Acres t f 1 / I A-4 61, shape factor = 20.0 _ _ -- - 43,560 square feet F4MSPG \ - -- - - -- --�N� -- Y� s� CIF / WETLAND AREA N a-3 'IOUs" No <<�Nc 12,947 Square Feet t Q 23S 0.30 Acres f � a A-2 60 �' w Y►- E / w LL CO cr m " i GP�PG"- N � C f � M ® 71 p o v �� ^ w fTt i ` y A � —4 �O �y` ® ono - C X oy # (o AN 150.9C' N 85•45�_E _ _ .00jr ' �33.12' o0 0o0. e f 1t DESIGNATION SQUARE FEET ACRES ! F' , v6 j PARCEL UPLAND AREA 144,549 3.32 \ °- PARCEL WETLAND AREA 14,978 0.34 �o ROAD AREA 6,926 0.16 y rn I TOTAL GROSS AREA 166,453 3.82 D E T A I L , # o _---- ° --t DISTURBED L=276.56' f _ o NOT To SCALE o b, % 00• o ° ° L=66.64' R=879.30' L=478.42' LINE DIRECTION DISTANCE 4i `O� 6 I L1 S 13'44 39 E 24.95 L=g7.58 L2 S 48'04 39 W 25.05' o o L3 S 48'04 39 W 14.95' ° POLE # 549/10 EDGE EXISTING PAVEMENT R A # L4 N 41'55 21 W 25.16 \ �, _ o ° L5 S 62'10 00 W 23.35' o" SEE DETAIL L6 N 62'10 00 E �4.79 ABOVE , 4 - -_4 L7 N 13'44 39 W � � 4 L 1o°° SUBDIVISION #765 NOTE: DEFINITIVE PLAN OF LAND CONCRETE BOUNDS TO BE SET AT I ALL STREET INTERSECTIONS AND AT IN ALL POINTS OF CURVATURE AND TANGENCY ON PROPOSED ROADWAY. t - BARNSTABLE MARSTONS MILLS - MASS. - FOR I - I Io. LEO & ROSEMARY BURNS I ° SCALE: 1 30" JUNE 11, 2001 BARNSTABLE PLANNING BOARD BAXTER, NYE & HOLMGREN, INC. APPROVED IN ACCORDANCE WITH 812 MAIN STREET I THE SUBDIVISION CONTROL LAWS OSTERVILLE, MASS., 02655 t (508)-428-9131 / DATE: GRAPHIC SCALE 30 0 15 30 60 120 ( IN FEET ) I CERTIFY THAT NOTICE OF APPROVAL OF THIS i inch = 30 it. PLAN BY THE BARNSTABLE PLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT THIS OFFICE, K E Y AND NO APPEAL WAS RECEIVED IN THE TWENTY ' DAYS SUBSEQUENT TO SUCH RECEIPT AND RECORDING WELL SITE WOOD FENCE ❑ ❑ DATE: LIGHTING FIXTUREc `H ELECTRIC METER CEMENT BOUND FOUND — 3 BARNSTABLE TOWN CLERK C, r S H E E T A 0. v s IRON PIPE FOUND --0 - RECORD OWNERS N APPLICANTS: s �crst TRAVERSE POINT A L u`r° LEO BURNS & ROSEMARY BURNS UTILITY POLE `0b APPROVAL OF THIS PLAN SUBJECT TO COMPLIANCE _ _ 2 od 235 WHEELER ROAD LINES FOR SHAPE FACTOR COMPUTATIONS WITH COVENANT TO BE RECORDED HEREWITH. MARSTONS MILLS, MA., 02648 WETLAND AREA f WATER SUPPLY ti PRIVATE WELLS 2001-027SHEET_A.DWG i i RACE LANE i M Y S T I C L A K E DESIGNATION SQUARE FEET ACRES LOCUS PARCEL UPLAND AREA 144,549 3.32 ( NORTH COTUIT POND ) MYSTIC LAKE PARCEL WETLAND AREA 14,978 0.34 M ROAD AREA 6,926 0.16 G�. qAR/� 22 F U TOTAL GROSS AREA 166,453 3.82 �� • 1998 00 P N �. 3lc—wtr p MPG m HAMBLIN POND ° Z otip a J LINEAR FEET MEASURED ALONG ROAD CENTERLINE: MAIN ROAD: 122.35' tc-wtr SPUR ROAD: 40' 4 F i I o � I No J m �. N 0 CO o �\\ O rn i a o`. �i Z 0� !n 02 a . 2 tc~wtr 1 { D F C/f Fq T/NG. M�� s wE ce Np� LC/� sF No c { Lj 1 23S } a 3 w w In an9 P t 27 L 0 T D — 1 Z E 0� oP�P, STREET No. Ln a ? a c 3 _ � w �. 0co rT, tilp � — � LOT D 2 OIL _ F X O O O F M STREE T No. o � 235 ,o P O IIo y i j O cn F 17 15 x c �sr rp lc << 18 13 6 R 14 2 19 'Q/ P �25.00' LC L 4'33.12' Pc V6 t c 12 11 Pc 20 1\ 0. pt Oo 22 Pt M� h 'N x1 y lOxrp \ rp -� 9Pc 7xrP 8Pt 23 Pc L=276.56' rp .o <% �SOC• L=66.64' 5 R=879.30' L=478.42' LINE DIRECTION DISTANCE co Ss• lc L1 S 13'44 39" E 24.95' ii� ^� Pc L2, S 48'04 39 W 25.05' IvL,8�.5$' D L3 S 48'04'39" W 14.95' R A 25 L4 N-41'55 21" W 25.16' L5 S 62'10'00" W 23.35' \ �,4164 Pt L6 N 62*10'00" E 23.35• L7 N 13'44'39' W 4.79' tc 100 00 /221 3 3 �11810°° R SUBDIVISION #765 DEFINITIVE PLAN OF LAND IN BARNSTABLE MARSTONS MILLS — MASS. FOR 'ro. LEO & ROSEMARY BURNS 0 .off ti , .1 0 o SCALE. 1 30 JUNE 11 2001 s ti� a BAXT ER, NYE & HOLMGREN, INC. 812 MAIN STREE T OST RVIL E LE, MASS., 02655 508 -( ) 428 9131 GRAPHIC R PHIC SCALE 30 0 15 30 60 120 FEET ( IN F T ) 1 inch 30 ft. t?1�� Of po S H E E T B Wt u�$ RECORD OWNERS - APPLICANTS: LEO BURNS & ROSEMARY BURNS I , 235 WHEELER ROAD { MARSTONS MILLS, MA., 02648 WATER SUPPLY N PRIVATE WELLS i 2001-027SHEET_B.DWG _ I O F RACE LANE L O T D — 2 G<_ j' qp LEGEND o z UPLAND AREA AL /y 8 SITE 4 h AL Y S T I C L A K E w 83,106 Square Feet f � �. WELL SITE 1.91 Acres �- �n POST & RAIL FENCE ❑ ° ) MYSTIC shape factor = 20.7 `,o B [ A c H �_ � AL Ao ( NORTH COTUIT POND � LIGHTING FIXTURE o , o LAKE WETLAND AREA P A-12 �' A-14 �_ ELECTRIC METER QL 2031 Square Feet f \ a 0.04 Acres t - \`��,-��\ , \ CEMENT BOUND FOUND -- E3 — \ \ ,-15 AL PIPE FOUND �-- iJL Q0�0 N TRAVERSE POINT o 05� o o� UTILITY POLE cc--, 4\O m A-4 A-16�� \ LINES FOR SHAPE FACTOR COMPUTATIONS - oo �_ HAMBLIN �`� � --� �, �, POND a A'10- - \�` WETLAND AREA AL B. V. W. DELINEATION BY ENSR A-17 ,_�- -- ---._ -19 EDGE OF CLEARING A-18 �� �\ \ KATIE BARNICLE, WETLANDS SCIENTIST . ,Aug DELINEATION DATE: MARCH 23, 1998 PROPOSED CATCH BASIN HE ,� A 0 \\ \\ \`\, FIELD LOCATION BAXTER & NYF, INC. W/ -- S 88' 33'40" ` / / / 1----------------_- �'` _ �� \ � MARCH 25. 1998 � LOCATION MAP \ LARGE & MEDIUM DECIDUOUS TREE j H\ -21 SANDWICH QUADRANGLE LARGE & MEDIUM CONIFEROUS TREE " ---------- �' k- . �, SHRUB 64 O IN -- If N ZONING DISTRICT : RF 8-FOOT WIDE MINIMUM ZONING REQUIREMENTS TIMBER STEPS % li i il�lJl/ rj �,/ '� >f� `\ �\� \ ` \ � � � .._._� \� / \ MIN. LOT AREA = 43,560 S.F. it MIN. LOT FRONTAGE = 150 FRONT YARD = 30' SIDE YARD =15' REAR YARD = 15' l ! l l / /l � / 4/ 11 ///Y owf�c`e `\ `�\\� �\\\ �`• \�� \\� . I� >- \ \\ ASSESSORS MAP 2 COMPRISEDLOCUS PROPERTY IS 0 PARCEL . PLAN REFERENCES PLAN BOOK 245 PAGE 44 LiCOMMUNITY PANEL NUMBER 250001 0015 C L'i1 THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, rll // I I I 1 ! I ` \\ EFFECTIVE AUG. 19,1985. AREA OF MINIMAL FLOODING. t `\ FOP \\ - \ NOTE:1 TOPOGRAPHIC INFORMATION COMPILED FROM TOWN OF 13ARNSTABLE -n (G.I.S.) BASEMAPS. Cr) LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND r SHOULD BE VERIFIED IN THE FIELD BY THE APPROPRIATE V ® ., UTILITY COMPANY PRIOR TO ANY CONSTRUCTION. C. ` \ \ O 1�.1 T � L 0 T D �. t �\ \ 1 o — / � _ \ \ 150.9p UPLAND AREA !y o� �'�-� \ N 85 45'10" E ��1 _ --- Wheeler Road �- \\ 61,443 Square Feet f l `\ 1.41 Acres t ,,I, F� ,/ Shape factor = 20.0 Barnstable-Marstons Mills, Massachusett 43,560 square feet 0 R'25.00' q PREPARED FOR so \\ WETLAND AREA s 12„ 47 Square Feet f 0 Leo & Rosemary Burns F - q \ \ \ `Q.30 Acres t 0 # Q `° 1 \ TflLE © Xo ' E'x1sting Conditions Plan / LINE DIREC TION DISTANCE /' 1U it 0 / L1 S 13' 44'39" E 24.95' I / ' 0 0 R A� �vj L2 S 48' 04'39" W 25.05' �� ` // BLyA �, NYE & HOLMGREN, INC. L3 S 48' 04'39" W 14.95 t � � / o I / /"4a Ng�11'I!� # ` U\ o -r- ❑ DISTURBED L=276.56' o L4 N 41' 55'21" W 25.16' D E T A I L I _ Registered Professional L5 S 62' 10'00" W 23.35' / Ir,, 'l,l\ �� O ❑ ° L-66.64 R-g79.30' L=47I8.42' Engineers and Land Surveyors •� NOT TO SCALE I / �i /�� _ �j 0• ❑ I L6 N 62' 10'00" E 23.35' Wj// — • I L7 N 13' 44'39" W 4.79' � I , i 1\ ��.. � � \ �S 6• 1 812 Main Street Osterville MA 02655 E16--, •r •t /!I � •� SIGHT Dd_STANC E 3.$;' > > o�� ° FEE LASTING PAVEMENT `\ Phone - (508)428-9131 Fax - (508) 428-3750 SQUARE FEET AC RES o {;- ❑ �; _ EOp it POLE # 549/10 // Jl R \0- A D 1 SEE I6ETAIL � L,q-7 - PARCEL UPLAND AREA 144,549 3.32 r AovE \�\ //,,------___._�- 30 0 30 60 O PARCEL WETLAND AREA 14,978 0.34 1 1 •� SCALE IN FEET ROAD AREA 6,926 0.16 -' SCALE: 1"=30' DATE: 611312001 N TOTAL 166,453 3.82 w - ` REV. DATE: REMARKS Cu Vk Of J \ \ DRAWING NUMBER N / CD a�S1P�G u� H:\2001 -27\CIVIL\PLOT\2001 -27ec.dwg CU .SIGN JOB # 2001 -027 0 N -